27-0001 Eagle View Safety and Drainage Improvements.pdf

CITY OF

HENDERSONVILLE

101 MAPLE DRIVE NORTH

HENDERSONVILLE, TN 37075

REQUEST FOR BIDS

PROJECT NAME:

Eagle View Road Culvert Extension

ISSUE DATE: June 30, 2026

QUESTIONS DUE: July 21, 2026 AT 4:00 PM

ADDENDUM POSTED (IF NEEDED): July 23, 2026

SUBMITTALS DUE: July 30, 2026 AT 2:00 PM

BID NO. 27-0001

JAMIE CLARY, MAYOR

CITY OF HENDERSONVILLE

PUBLIC WORKS DEPARTMENT

City of Hendersonville Public Works Department

PROJECT NAME:

Eagle View Road Culvert Extension

TABLE OF CONTENTS

DESCRIPTION: PAGE NUMBER:

Request for Bids 1 Table of Contents 2 Invitation to Bid 3 Bid Submittal Checklist 4 Bidding Instructions 5-7 General Conditions 8-10 Specifications 11 Special Project Conditions 12-14 Bid Proposal Submittal Form 15 Bid Proposal Submittal Form (Page 2) 16-17 Title VI Compliance 18 Plans 19-50

INVITATION TO BID

The City of Hendersonville is accepting separate bids for the Eagle View Road Culvert Extension project

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.

Sealed bids must be submitted by July 30, 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 reserves the right to reject any and all bids and to waive informalities or technicalities.

BID SUBMITTAL CHECKLIST

Project Name: Eagle View Road Culvert Extension

Solicitation Number: 27-0001

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

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.

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 Eagle View Road Culvert Extension 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 July 30, 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: Eagle View Road Culvert Extension 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 provide 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 physical work on the project within ten (10) calendar days from the date of issuance of the formal Notice to Proceed.

b. Liquidated Damages Rate: Accept the assessment of liquidated damages at a baseline rate of $500.00 per day. However, the parties agree that the final daily charge shall be determined and assessed dynamically in strict accordance with the schedule set forth in Subsection 108.09 (Failure to Complete the Work on Time) of the Tennessee Department of Transportation (TDOT) Standard Specifications for Road and Bridge Construction (latest edition), should the final Original Contract Amount dictate a higher daily rate.

c. Accrual of Damages: Agree that for the purposes of calculating total liquidated damages, charges shall accrue on a Working Day basis (as defined by TDOT Standard Specifications). Charges will begin on the day immediately following the expiration of the Contract Time and will continue to accumulate up to the exact date that Substantial Completion is formally acknowledged and accepted in writing by the Owner.

8) Contract/Project Administration: The Project Manager, 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.

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 60 working days for 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 three (3) years from the date of final acceptance or substantial completion, at no cost to the City.

SPECIFICATIONS

GENERAL

RELATED SPECIFICATIONS

A. Related Specifications/Guidelines:

TDOT Standard Specifications for Road and Bridge Construction (January 1, 2021) City of Hendersonville Specifications TDOT Structural Standard Drawings STD-17-115 & STD-17-55

B. Any additional professional, manufacturer or vendor specifications:

TDOT Work Zone Field Manual (Application 9) & TWRA Endangered Species Management Guidelines.

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.

SPECIAL PROJECT CONDITIONS

1. KEY PROJECT COMMITMENTS

A. Maintenance of Traffic

Eagle View Entrance and Roadway: The existing entrance and roadway to Eagle View shall remain open, clear of debris and mud, and properly maintained throughout the duration of construction. A minimum of one lane shall remain open and safely accessible to local traffic at all times.

Old Shackle Road: For maintenance and traffic requirements regarding Old Shackle Road, refer to Contract Terms, Section 4-A.

B. Maintenance of Water Flow

All costs associated with maintaining water flow during construction shall be incidental to, and included in, the unit prices for drainage and traffic control items; no separate payment will be made. All work shall comply strictly with the current construction plans and the active ARAP permit on file.

C. Staging Area Restrictions

The Contractor shall coordinate all staging and storage locations with the City prior to utilization. Use of any additional staging or storage areas requires prior written approval from the City. It is the City’s intent that all staging and storage operations remain strictly within the limits of work illustrated in the drawings or within the City’s right-of-way.

D. Exploratory Excavation Requirement

At the beginning of construction, the Contractor shall perform exploratory excavation at the proposed culvert extension foundations to confirm if a Slab Bridge (TDOT STD-17-115) or Box Bridge (TDOT STD-17-55) is required based on bedrock depth.

If compentent rock is found to be less than 3 feet below channel bottom during exploratory excavation (ITEM SP 1), a determination may be made to construct slab bridge (STD-17-115). The contractor will be paid at the unit price bid for item 604-02.01 and item 604-02.02 (SLAB BRIDGE STD-17-115).

Bid Item SP 1 shall include all excavation costs up to four (4) feet deep at inlet/outlet ends to determine bedrock depth.

2. DETAILED SPECIFICATIONS

A. Applicable Standards

All work shall be performed in accordance with the Tennessee Department of Transportation

(TDOT) Standard Specifications for Road and Bridge Construction, January 1, 2021 Edition, and all applicable standard drawings referenced herein

B. Construction Sequence

Unless otherwise approved by the City, construction shall generally proceed in the following sequence:

1. Installation of Traffic Control and Erosion Prevention and Sediment Control (EPSC) measures.

2. Exploratory excavation and extension of the Box Culvert.

3. Demolition of existing concrete surfaces and construction of subgrade/binders.

4. Installation of guardrails and concrete repairs (curbs, aprons, sidewalks).

5. Modification of the detention pond and final pavement overlay/marking.

3. ENVIRONMENTAL & SITE CONSTRAINTS

A. EPSC Compliance

Measures shall be installed on the contour, entrenched, and extension the width of the area to be cleared.

B. Endangered Species Protection

To minimize impacts on the state-endangered streamside salamander (Ambystoma barbouri), species sweeps shall be conducted immediately prior to in-stream work, with relocation to suitable upstream habitat. Tennessee Wildlife Resources Agency (TWRA) recommends that in-stream work be performed between December 15 and June 1.

C. Utility Protection

Contractor shall be solely responsible for contacting "Tennessee One Call" (811 or 1-800- 351-1111) and obtaining utility locates not less than three (3) nor more than ten (10) working days prior to excavation activities. The Contractor shall be responsible for protecting all existing utilities and repairing any damage resulting from construction operations.

D. Waste Disposal

No material shall be disposed of in regulatory floodways defined by FEMA. Disposal shall comply with all federal, state, and local regulations.

4. CONTRACT TERMS & DETAILS

A. Traffic Control Requirements

Lane closures on State Route (SR) 258 are strictly limited to the off-peak hours between 8:30 AM and 2:30 PM, and the Contractor shall schedule all operations to ensure all lanes are fully reopened to traffic outside of this designated window. At least one lane of traffic must remain open, active, and unobstructed on SR 258 at all times during construction.

All operations, lane closures, and traffic control adjustments along the state highway shall strictly adhere to the Tennessee Department of Transportation (TDOT) Work Zone Field Manual, specifically utilizing Application (9) for a lane closure with two flaggers.

For all traffic control, safety, and access requirements regarding the Eagle View entrance and exit, the Contractor shall refer to and comply with the Key Project Commitments detailed within the Special Project Conditions of this Contract.

B. Add-Alternative Bidding

Bidders shall provide "Add Alternative" pricing for both potential structural designs (STD-17-115 and STD-17-55) until bedrock depth is confirmed via exploratory excavation.

Add Alternative pricing shall include bid item pricing for the associated structural components as listed in the Bid Schedule (Items 21–22).”

C. Site Restoration

Any area disturbed by the Contractor outside the designated limits of construction shall be restored to its original condition, or better, at no additional cost to the City.

D. Temporary Shoring

The Contractor shall be solely responsible for maintaining the stability and integrity of the existing structure, roadway, and adjacent improvements during construction operations.

Any temporary shoring, bracing, support systems, excavation protection, or other measures necessary to safely perform the work and maintain the stability of the structure and roadway shall be considered incidental to the project and included in the applicable bid item prices. No separate payment will be made for temporary shoring or related stabilization measures.

BID PROPOSAL SUBMITTAL FORM

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

Project Name: Eagle View Road Culvert Extension 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)

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: Eagle View Road Culvert Extension

TDOT ITEM

NO.

DESCRIPTION UNIT

EST.

QTY

UNIT PRICE

EXTENDED

PRICE

1 203-01 Road & Drainage Excavation (Unclassified) CY 35 $ $

2 203-07 Furnishing and Spreading Topsoil CY 50 $ $

3 203-10 Embankment (Compacted In Place) CY 100 $ $

4 209-03.21 Filter Sock (12") LF 150 $ $

5 209-08.03 Temporary Silt Fence LF 160 $ $

6 209-09.01 Sandbags EA 720 $ $

7 209-09.04 Sediment Filter Bag (15'X10') EA 1 $ $

8 209-09.43 Curb Inlet Protection (Type 2) UNIT 3 $ $

9 209-20.03 Polyethylene Sheeting SY 169 $ $

10 303-01 Mineral Aggregate, Type A Base, Grading D TON 150 $ $

11 307-01.01 Asphalt Concrete Mix (Pg64-22) (BPMB-Hm) Grading A

TON 60 $ $

12 307-01.06 Asphalt Binder (Pg64-22) Grading B TON 22 $ $

13 307-01.08 Asphalt Concrete Mix (PG64-22) (BPMB-HM) Grading B-M2

TON 36 $ $

14 402-01 Bituminous Material For Prime Coat (PC) TON 1 $ $

15 402-02 Aggregate for Cover Material (PC) TON 1 $ $

16 403-01 Bituminous Material For Tack Coat (TC) TON 1 $ $

17 411-01.11 Acs Mix (Pg64-22) Grading "E" Rdwy TON 139 $ $

18 415-01.02 Cold Planing Bituminous Pavement SY 25 $ $

19 604-02.01 Class A Concrete (Box Bridges - STD-17-55) CY 28 $ $

20 604-02.02 Steel Bar Reinforcement (Box Bridges - STD-17- 55)

LB 5,148 $ $

604-02.01-

ALT

Class A Concrete (Slab Bridges - STD-17-155) CY 20 $ $

604-02.02-

ALT

Steel Bar Reinforcement (Slab Bridges - STD-17- 155)

LB 3,762 $ $

23 621-03.07 Temporary Drainage Pipe (48" Temporary Pipe) LF 131 $ $

24 701-01.01 Concrete Sidewalk (4") SF 758 $ $

25 705-01.04 Metal Beam Guard Fence LF 93 $ $

26 705-06.10 Gr Terminal Trailing End (Type 13) Mash TI-3 EA 2 $ $

27 706-01 Guardrail Removed LF 20 $ $

28 707-06.03 Removal and Reset Fence LF 35 $ $

29 709-05.05 Machined Rip-Rap (Class A-3) TON 13 $ $

PROJECT NAME: Eagle View Road Culvert Extension

TDOT ITEM

NO.

DESCRIPTION UNIT

EST.

QTY

UNIT PRICE

EXTENDED

PRICE

30 709-05.06 Machined Rip-Rap (Class A-1) TON 173 $ $

31 709-05.09 Rip-Rap (Class C) TON 61 $ $

32 712-01 Traffic Control LS 1 $ $

33 716-02.05 Plastic Pavement Marking (Stop Line) LF 20 $ $

34 716-05.02 Painted Pavement Marking (6" Line) LM 0.02 $ $

35 740-10.03 Geotextile (Type III) (Erosion Control) SY 97 $ $

36 740-10.04 Geotextile (Type IV) SY 200 $ $

37 801-01 Seeding (With Mulch) UNIT 4.0 $ $

38 801-01.07 Temporary Seeding (With Mulch) UNIT 1.5 $ $

39 801-03 Water (Seeding and Sodding) MG 3 $ $

40 803-01 Sodding (New Sod) SY 300 $ $

41 805-12.01 Erosion Control Blanket (Type I) SY 130 $ $

42 Item SP 1 Exploratory Excavation for Foundations EA 2 $ $

43 Item SP 2 Clean Catchbasins & Grate/Hood EA 4 $ $

44 Item SP 3 Miscellaneous Concrete Repairs (Apron Taper) EA 6 $ $

45 Item SP 4 Miscellaneous Concrete Repairs (Sidewalk Panel)

SF 305 $ $

46 Item SP 5 Miscellaneous Concrete Repairs (Curb and Gutter)

LF 12 $ $

47 Item SP 6 Pond Regrading LS 1 $ $

48 717-01 MOBILIZATION LS 1 $ $

TOTAL BID: $

TOTAL BID (AMOUNT WRITTEN IN WORDS):

Dollars and Cents

Unit prices shall represent full compensation for furnishing and installing each pay item complete in place, including all labor, materials, equipment, tools, transportation, supervision, overhead, profit, and incidentals necessary to complete the work in accordance with the Contract Documents.

Print Bidders Name:

Bidders Signature:

Title of Above:

Date:

Attest:

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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PROJECT LOCATION

PROJECT LOCATION

SEE SHEET NO. 1A

Index Of Sheets

TENN.

SHEET NO.YEAR

PROJ. NO.

SCALE: 1"= 2500'

25131

JANUARY 1, 202

AND IN THE PROPOSAL CONTRACT.

ADDITIONAL SPECIFICATIONS AND SPECIAL PROVISIONS CONTAINED IN THE PLANS

1 ANDTHE TENNESSEE DEPARTMENT OF TRANSPORTATION DATED

THIS PROJECT TO BE CONSTRUCTED UNDER THE STANDARD SPECIFICATIONS OF

SPECIAL NOTES

USING THE GEOID 18 MODEL, OBTAINED ON 04-18-25.

ALL ELEVATIONS ARE REFERENCED TO THE NAVD 1988

ADJUSTED BY THE FACTOR OF 0.00000, AND TIED TO TGRN.

COORDINATE VALUES ARE NAD 83 (2011),ARE DATUM

100% PLANS

AVOID ANY POSSIBLE HAZARD OR CONFLICT. TENNESSEE ONE CALL 1-800-351-1111.

THAN (10) TEN WORKING DAYS PRIOR TO THE DATE OF THEIR INTENT TO EXCAVATE AND ALSO TO

MUST NOTIFY ALL KNOWN UNDERGROUND UTILITY OWNERS, NO LESS THAN (3) THREE OR NO MORE

PER "THE UNDERGROUND UTILITY DAMAGE PREVENTION ACT", THAT WHO ENGAGES IN EXCAVATION

CONFIRMED WITH THE APPROPRIATE UTILITY COMPANY. IN TENNESSEE, IT IS A REQUIREMENT, ANY DECISION RELATIVE THERETO IS MADE. AVAILABILITY AND COST OF SERVICE SHOULD BE

DETAILED VERIFICATION OF EXISTENCE, LOCATION, AND DEPTH SHOULD ALSO BE MADE PRIOR TO

LOCATION OF UTILITIES SHOWN SHOULD BE DONE SO WITH THIS CIRCUMSTANCE CONSIDERED.

RECORDS AND/OR MAPS PREPARED BY OTHERS. THEREFORE, RELIANCE UPON THE TYPE, SIZE AND

UNDERGROUND UTILITIES SHOWN WERE TAKEN FROM VISIBLE APPURTENANCES AT THE SITE, PUBLIC

THIS SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. ABOVE GRADE AND

DISCLAIMER

CITY OF HENDERSONVILLE

40 MPH

17,291

(NEW SHACKLE ISLAND RD)

SR 258

POSTED SPEED

ADT (2025)

03/10/2026

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A D

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E V

I E

W

S U

M N

E R

C O

U N

T Y

T

E N

N E

S S

E E

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G

IN

E E

R

J S

C H

E C

K E

D

S F

P L

A N

S

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T E

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IO

N

R O

A D

C U

L V

E R

T

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G L

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IE

W

Q U

A N

T I T

I E

S E

S T

I M

A T

FOR THE STRUCTURE AND THE ADJACENT ROADWAY SHALL BE INCLUDED IN ITEMS BID.

STRUCTURE AND ROADWAY DURING CONSTRUCTION. COST OF ALL TEMPORARY SHORING

9. TEMPORARY SHORING: CONTRACTOR SHALL BE RESPONSIBLE FOR STABILITY OF THE

AND LABOR REQUIRED TO REGRADE THE POND AS SHOWN IN PLANS.

8. ITEM SP 6, POND REGRADING: INCLUDES COST FOR ALL EQUIPMENT, MATERIAL

EXISTING CURB AND GUTTER.

COST FOR SAW CUTTING, PREPARATION AND CONCRETE PLACEMENT TO REPAIR

7. ITEM SP 5, MISCELLANEOUS CONCRETE REPAIRS (CURB AND GUTTER): INCLUDES ALL

EXISTING SIDEWALK AND CONSTRUCTION OF NEW SIDEWALK.

COST FOR SAW CUTTING, PREPARATION AND CONCRETE PLACEMENT TO REPAIR

6. ITEM SP 4, MISCELLANEOUS CONCRETE REPAIRS (SIDEWALK PANELS): INCLUDES ALL

DRIVEWAY APRON TAPERS.

COST FOR SAW CUTTING, PREPARATION AND CONCRETE PLACEMENT TO REPAIR

5. ITEM SP 3, MISCELLANEOUS CONCRETE REPAIRS (APRON TAPER): INCLUDES ALL

MISALIGNED CURB IRONS AND CLEAN DEBRIS OUT OF CATCHBASINS.

4. ITEM SP 2, CLEAN CATCHBASINS AND RESET CURB IRONS: INCLUDES COST TO RESET

TO DETERMINE DEPTH TO BED ROCK.

OF EXCAVATION UP TO 4 FT DEEP AT THE INLET AND OUTLET END OF BOX CULVERT

3. ITEM SP 1, EXPLORATORY EXCAVATIONS FOR FOUNDATIONS: INCLUDES ALL COST

PERMANENT SIGNS REQUIRED.

CONES, BARRELS, PORTABLE MEDIAN BARRIER, ETC. ALSO TO BE INLCUDED ARE ALL

PROJECT. THIS INCLUDES TEMPORARY CONSTRUCTION AND TRAFFIC CONTROL SIGNS,

INLCUDES ALL SIGNING AND TRAFFIC CONTROL ITEMS NEEDED TO CONSTRUCT THE

APPLICATION (9) LANE CLOSURE - TWO FLAGGERS TWO LANE, TWO WAY (PAGE 56) AND

WILL BE ACCOMPLISHED ACCORDING TO TDOT'S WORK ZONE FIELD MANUAL 2021

2. ITEM 712-01 TRAFFIC CONTROL, LUMP SUM, FOR WORK ALONG THE STATE HIGHWAY

1. ITEM 709-05.06, MACHINED RIP-RAP (CLASS A-1): INCLUDES 97 TONS OF SURGE STONE.

NOTES:

02.02 (BOX BRIDGE OR SLAB BRIDGE).

BRIDGE OR A SLAB BRIDGE SHALL BE INCLUDED IN THE UNIT PRICE BID FOR 604-02.01 & 604-

THE COST OF ALL MATERIALS AND LABOR NECESSARY FOR THE INSTALLATION OF A BOX

PRICE BID FOR ITEM 604-02.01 AND ITEM 604-02.02 (SLAB BRIDGE STD-17-115).

CONSTRUCT SLAB BRIDGE (STD-17-115). THE CONTRACTOR WILL BE PAID AT THE UNIT

DURING EXPLORATORY EXCAVATION (ITEM SP 1), A DETERMINATION MAY BE MADE TO

IF COMPENTENT ROCK IS FOUND TO BE LESS THAN 3FT BELOW CHANNEL BOTTOM,

NOTES:

ITEM NO. DESCRIPTION UNITS

604-02.01 Class A Concrete (Slab Bridges - STD-17-155)

604-02.02 Steel Bar Reinforcement (Slab Bridges - STD-17-155)

20 C.Y.

L.B.3,762

QUANTITY

ADD ALTERNATIVE: STD-17-155 (SLAB BRIDGE)

10.

06/18/2026

E E

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C&G

EXIST.

EXIST. GRADE

(2%±)-EXIST. F/F

EXIST. ROADWAY

EXIST. F/F (2%±)

1.50 %

12 FT EXIST. 12 FT EXIST, C&G

EXIST.

STRIP

5' GRASS

SIDEWALK

5' CONC.

C

VARIES 38.0' TO 12.0'

PROPOSED ROADWAY

6' - 0'

VARIES

PROP. GRADE

VARIES 38'.0 TO 12.0'

2% ± 2% ±

L

STRIP

EXIST. GRASS

SIDEWALK

EXIST. CONC.

6' - 0'

VARIES

CULVERT EXTENSION

11'

CULVERT EXTENSION

11.0'

& GRASS STRIP

PROP. SIDEWALK

(EAGLE VIEW RD)

TANGENT SECTION

FROM STA. 10+52.49 TO STA. 11+46.77

(LOOKING WEST - EAGLE VIEW RD)

TANGENT SECTION

FROM STA. 10+11.47 TO STA. 10+52.49

& GRASS STRIP

EXIST. SIDEWALK

EAGLE VIEW RD TYPICAL SECTIONS

1.50 % MAX

4"

4"

5.00'

INLET

CULVERT

OUTLET

CULVERT

TYPICAL PAVEMENT SECTION

EXISTING PAVEMENT SECTION

TYPICAL PAVEMENT OVERLAY

NOT TO SCALE

NOT TO SCALE

EXIST. CULVERT

EXIST. GROUND

EXISTING CURB & GUTTER

SURFACE @ 1.50" THICK (APPROX. 159 LBS/SY)

(PC) @ 0.30-0.35 GAL/SY

402-01 BITUMINOUS MATERIAL FOR PRIME COAT

PRIME COAT

(PG 64-22) (BPMP-HM) GRADING B

307-01.06 ASPHALT CONCRETE MIX

BINDER (MODIFIED) @ 2" THICK (APPROX. 226 LBS/SY)

SURFACE @ 1.50" THICK (APPROX. 159 LBS/SY)

TYPE A BASE, GRADING D

303-01 MINERAL AGGREGATE,

STONE @ 10" THICK

(TC) @ 0.05-0.10 GAL/SY

403-01 BITUMINOUS MATERIAL FOR TACK COAT

TACK COAT

(TC) @ 0.05-0.10 GAL/SY

403-01 BITUMINOUS MATERIAL FOR TACK COAT

TACK COAT

(PG 64-22) (BPMP-HM) GRADING A,

307-01.01 ASPHALT CONCRETE MIX

BASE (MODIFIED) @ 4" THICK (APPROX. 460 LBS/SY)

GUARDRAIL

SEE TDOT DETAIL S-GRS-2 FOR MOUNTING

STREAM

FLOW

SEE PAVEMENT SECTION

CONCRETE SIDEWALK TYPICAL SECTION

NOT TO SCALE

HYDRAULIC DATA

Q50 = 367 CFS

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PAVEMENT MARKING AND SIGNING

RESET INLET HOOD/GRATES

INSTALLATION AND REMOVAL OF EPSC MEASURES

CONCRETE REPAIR OF SIDEWALK, CURB AND GUTTER, DRIVEWAY APRON TAPER

CONSTRUCTION OF CONRETE SIDEWALK

PAVEMENT OVERLAY WITH FINAL SURFACE COURSE.

PAVEMENT REPAIR/PREPARATION OF EXISTING ASPHALT PAVEMENT

FULL DEPTH PAVEMENT AT ENTRANCE

CONSTRUCTION OF SPILLWAY

REGRADING OF STORM WATER POND

CONSTRUCTION OF CULVERT EXTENSION UPSTREAM AND DOWNSTREAM OF EXISTING

CONSTRUCTION OF TDOT APPROVED ENTRANCE TO NEW SHACKLE ISLAND ROAD (SR 258)

SUMMARY OF WORK ITEMS:

SEE SHEET 5

TO BE INSTALLED

SECTION OF SIDEWALK

CLEAN OUT CATCH BASIN.

RESET INLET HOOD/GRATE.

REMOVE EPSC MEASURES.

SEE SHEET 5

AREA TO BE WIDENED

RP-8-H

CONSTRUCT H.C. TDOT RAMPAREAS TO BE REPAIRED

CULVERT EXTENSION, FULL DEPTH PAVEMENT

REGRADING OF POND

SPILLWAY CONSTRUCTION

12) PAVEMENT MARKINGS

11) FINAL OVERLAY

10) MODIFY DETENTION POND

9) CLEAN CATCH BASINS

8) CONSTRUCT NEW SIDEWALK

7) REPAIR CONCRETE CURB, ARPONS, SIDEWALK AND PAVEMENT

6) INSTALL GUARDRAIL

5) CONSTRUCT SUBGRADE/BINDERS PAVEMENT SECTION BETWEEN SR 258 & BOX

4) DEMOLISH EXISTING CONCRETE RIDING SURFACE

3) EXTEND BOX CULVERT

2) INSTALL EPSC MEASURES

1) INSTALL TRAFFIC CONTROL MEASURES

SEQUENCE OF CONSTRUCTION:

TDOT R.O.W.

TDOT R.O.W.

.U .E

P .U .D .E

P .U .D .E

P.U.D.E

P.U.D.E

S E

W E

R E

S M

T

S E

W E

R E

S M

T

W A

T E

R /S

E W

E R E

S M

T

W A

T E

R /S

E W

E R E

S M

T

E S

M T

D E

T P

O N

D

KARLA ANN LINK

SEIF SALEM

EAGLE HOMES, LLC. AND WIFE

CHARLES TAYLOR & WILMA TAYLOR, HUSBAND

CHARLES F. HEERHOLD & SANDRA L. HEERHOLD

159.49'

N83°22'37"W

95.37'

N83°22'37"W

8.79'

N83°22'37"W

111.26'

S83°16'21"E

104.05'

S83°16'21"E

104.14'

S83°16'21"E

300.19'

S83°16'21"E

.8

N °3

'2

"E

.0

N °4

'0

"E

.9

N °4

'0

"E

.5

S °4

'0

"W

.4

S °4

'0

"W

.3

S °4

'0

"W

1787715.0032E

731968.2852N

50+33.79 STA. EW RD.

205+52.11EAM 1 STA.

11 12

.0

S

T A

P C

S83°38'51"E

N87°53'15.7"EBC

91.30'LC

45.69'T

91.33'L

1059.05'R

05°24'36"D

RT.04°56'28"Δ

1787726.83', 731969.78'E

1787726.83', 731969.78'N

10+45.69PI

CURVE 1

EAGLE VIEW RD

EXISTING

S86°38'40.7"EBC

51.24'LC

25.66'T

51.26'L

490.00'R

11°41'35"D

RT.05°59'40"Δ

1787798.18', 731969.33'E

1787798.18', 731969.33'N

11+16.99PI

CURVE 2

EAGLE VIEW RD

EXISTING

.3

S

T A

PC

C

.5

S

T A

P T

10+91 .33

STA. PCC

10+91

.33

STA. PCC

11+42 .59

STA.

PT

R C

P

H D

P E

H D P E

HDPE

15"

N

E W S

H A

C K L E I S L A

N D R

D (A

S P

H

EAGLE VIEW RD. (ASPH.)

A S

P H

A S

P H

C O

N C R

IP

-R

A P

516.85'INV -

517.11'INV -

'X

.5 ' E

A R

T H B

O T

.8

N C

R

IP

-R

A P

518.23'INV -

RCP

24"

519.04'INV -

INV - 519.10' - SIDE INLET

519.04'BOT -

EIP

C O

N C

R

IP

-R

A P

519.66'INV -

520.02'BOT -

520.02'INV -

520.12'INV -

520.12'BOT -

520.20'INV -

520.30'INV -

G.V. (2)

CATCH BASIN

CATCH BASIN

T O

P O

F B

A N

K

TREES

GRASS

G R

A S

S T

O P O

F B

A N

K

G R

O U

N D L

IG

H T

IN

G

(2)6" CREPE MYRTLE

(3)5" CREPE MYRTLE

6" CREPE MYRTLE

S U

B D

IV

IS

IO

N S

IG

N

T

CONC. RIP-RAP

W O

V E

N W

IR

E

W O

O D

E N

W.V. (3)

3" CREPE MYRTLE

DROP INLET

523.22'TOP -

T O

P O

F B

A N

K

S.V.

S U

B D

IV

IS

IO

N S

IG

N

G R

O U

N D L

IG

H T

IN

G

CONC. RIP-RAP

S100CP-

SIRC

ASPH.

S.V.

8" CEDAR

T

C O

N C

P/T/C

W O

O D

E N

18" HACKBERRY

5" MAPLE

G R

O U

N D L

IG

H T

IN

G

SUBDIVISION SIGN

GRAVEL

5" MAPLE

P/T/C

P/T/C

525.49'TOP -

TEL. PED.

525.54'TOP -

CATCH BASIN

2 GRATES

ELEC

(3)AT&T

TREES

7" MAPLE EIP

TEL. PED. (3)W.V.

F.H.

7" MAPLE

S.W.

C O

N C

C&G

S.W.

7" MAPLE

4" MAPLE

C O

N C

EIP

7" MAPLE

EIP

CONC.

4" MAPLE

7" MAPLE

CONC.

C O

N C

537.03'BOT -

537.03'INV -

EIP

540.51'TOP -

S H

E E

T

S C

A L E

P L A

N R

E V

IS

IO

N S

R U

M M

E L K L E

P P

E R K

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D A

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/1

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-1

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IL

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M

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IO

T T

D R

IV

E

S

U

IT

E

E X

IS

T

IN

G

C O

N D

IT

IO

N S

C

U L V

E R

T E

X T

E N

S

IO

N E

A G

L E

V

IE

W R

O A

D

S U

M N

E R

C O

U N

T Y

T

E N

N E

S S

E E

E N

G

IN

E E

R

M N

C H

E C

K E

D S

F

P L

A N

S

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N

WETLAND-01

W W

C

S T

R

ELEVATION = 523.86'

NORTHING = 731989.2220'

EASTING = 1787651.7210'

SURVEY CONTROL POINT S100

SIDEWALK AND REPAIR WORK

REFER TO SHEET 5C "PAVING & REPAIR PLAN" FOR DETAILS ON

NOTE:

AREAS OF NEEDED REPAIR

LEGEND

REPAIR

AREAS OF NEEDED

BEYOND LIMIT

LIDAR CONTOURS

LIMIT OF SURVEY

S R

Parcel Information.Owner Name

29.7'

S101

EAGLE VIEW DR

S101 718' NORTH OF CL OF

.9

PP

CALLIS RD.

PP

N

CATCH BASIN

DOUBLE

CATCH BASIN

DOUBLE

R O

W R

O W

R O

W

R O

W

R O

W

10+34.08

EAGLE VIEW RD 10+00.00

ELEV. 524.80'

N: 731966.1279

E: 1787681.2856

R C

P

H D

P E

H D P E

HDPE

15"

N

E W S

H A

C K

L E I S

L A

N D R

D (A

S P

H

EAGLE VIEW RD. (ASPH.)

A S

P H

A S

P H

C O

N C

R

IP

-R

A P

516.85'INV -

517.11'INV -

'X

.5 E

A R

T H B

O T

.8

N C

R

IP

-R

A P

518.23'INV -

RCP

24"

519.04'INV -

INV - 519.10' - SIDE INLET

519.04'BOT -

EIP

C O

N C

R

IP

-R

A P

519.66'INV -

520.02'BOT -

520.02'INV -

520.12'INV -

520.12'BOT -

520.20'INV -

520.30'INV -

G.V. (2)

CATCH BASIN

CATCH BASIN

T O

P O

F B

A N

K

TREES

GRASS

G R

A S

S T

O P O

F B

A N

K

G R

O U

N D L

IG

H T

IN

G

(2)6" CREPE MYRTLE

(3)5" CREPE MYRTLE

6" CREPE MYRTLE

S U

B D

IV

IS

IO

N S

IG

N

T

CONC. RIP-RAP

W O

V E

N W

IR

E

W O

O D

E N

W.V. (3)

3" CREPE MYRTLE

DROP INLET

523.22'TOP -

T O

P O

F B

A N

K

S.V.

S U

B D

IV

IS

IO

N S

IG

N

G R

O U

N D L

IG

H T

IN

G

CONC. RIP-RAP

ASPH.

S.V.

8" CEDAR

T

C O

N C

P/T/C

W O

O D

E N

18" HACKBERRY

5" MAPLE

G R

O U

N D L

IG

H T

IN

G

SUBDIVISION SIGN

GRAVEL

5" MAPLE

P/T/C

P/T/C

525.49'TOP -

2 GRATES

TEL. PED.

525.54'TOP -

CATCH BASIN

2 GRATES

ELEC

(3)AT&T

TREES

7" MAPLE EIP

TEL. PED. (3)

W.V.

F.H.

7" MAPLE

S.W.

C O

N C

C&G

S.W.

7" MAPLE

4" MAPLE

C O

N C

EIP

7" MAPLE

EIP

CONC.

4" MAPLE

7" MAPLE

CONC.

C O

N C

537.03'BOT -

537.03'INV -

EIP

540.51'TOP -

N E

W S

H A

C K

L E

IS

L A

N D R

D

STA. 10+11.47

BEGIN CONST.

N E

W S

H A

C K

L E

IS

L A

N D R

D

STA. 10+11.47

BEGIN CONST.

WARNING SURFACE

STANDARDS INCLUDING DETECTABLE

CURB RAMPS TO MEET CURRENT ADA

'-0

TIED TO EX. GUARDRAIL

TIED TO EX. GUARDRAIL

40' RADIUS (TYP.)

END TERMINAL

GUARDRAIL

SLOPE LINE

SLOPE LINE

TIED TO EX. GUARDRAIL

TIED TO EX. GUARDRAIL

STA. 11+46.79, OFF. -19.82'

TIE TO EXIST. SIDEWALK

40' RADIUS (TYP.)

END TERMINAL

GUARDRAIL

SLOPE LINE

SLOPE LINE

CULVERT EXIT VELOCITIES FROM THE DESIGN STORM EVENT.

ELEVATION520.0 TO PROTECT THE BANKS AGAINST

CONSTRUCT APRON ALONG BOTH CHANNEL BANKS UP TO

THE SURROUNDING NATURAL CHANNEL SUBSTRATE.

THAT THE TOP OF APRON IS AT THE SAME ELEVATION AS

EMBED APRON ALONG CHANNEL BOTTOM TO ENSURE

FEET DEEP) UNDERLAIN WITH GEOTEXTILE FABRIC.

CLASS C RIPRAP APRON (25 FEET LONG; 3.33

STA. 11+46.82, OFF. -24.83'

TIE TO EXIST. SIDEWALK

OFF. -14.95'

STA. 10+58.54

OFF. -12.93'

STA. 10+58.50

OFF. -19.64'

STA. 10+52.70

OFF. -19.61'

STA. 10+52.49

MAINTAIN 1' FROM R.O.W

11 12

.0

S

T A

P C

N87°53'15.7"EBC

91.30'LC

45.69'T

91.33'L

1059.05'R

05°24'36"D

RT.04°56'28"Δ

1787726.83', 731969.78'E

1787726.83', 731969.78'N

10+45.69PI

CURVE 1

EAGLE VIEW RD

EXISTING

S86°38'40.7"EBC

51.24'LC

25.66'T

51.26'L

490.00'R

11°41'35"D

RT.05°59'40"Δ

1787798.18', 731969.33'E

1787798.18', 731969.33'N

11+16.99PI

CURVE 2

EAGLE VIEW RD

EXISTING

.3

S

T A

PC

C

.5

S

T A

P T

10+91 .33

STA. PCC

10+91

.33

STA. PCC

11+42

H

E E

T

S C

A L E

P L A

N R

E V

IS

IO

N S

R U

M M

E L K L E

P P

E R K

A H L L L P

D A

T E

J O

B

/2

/2

E n g in e n s tr u c ti o n M a n a g n n ie n ti s ts

-1

N A

S H

V

IL

L E

T N

M

A R

R

IO

T T

D R

IV

E

S

U

IT

E

P R

O P

O S

E D

P L

A N

C

U L V

E R

T E

X T

E N

S

IO

N E

A G

L E

V

IE

W R

O A

D

S U

M N

E R

C O

U N

T Y

T

E N

N E

S S

E E

E N

G

IN

E E

R

M N

C H

E C

K E

D S

F

P L

A N

S

E X

T E

N S

IO

N

R O

A D

C U

L V

E R

T E

A G

L E

V

IE

W

N

(STD-17-55) BOX BRIDGE ONLY

EMBEDDED REQUIREMENT FOR

SUBTRATE DS = 516.47'

TOP OF BACKFILLED NATURAL

RCBC INV DS = 513.97'

EMBEDDED 2.5'

PROPOSED 11' CULVERT EXTENSION

(STD-17-55) BOX BRIDGE ONLY

EMBEDDED REQUIREMENT FOR

SUBSTRATE US = 517.55'

TOP OF BACKFILLED NATURAL

RCBC INV US = 515.05'

EMBEDDED 2.5'

PROPOSED 11' CULVERT EXTENSION

SET TO ELEVATION 522.50.

UNDERLAYMENT). EMBED RIPRAP PAD TO ENSURE THAT TOP OF PAD IS

STABLIZE WITH CLASS A-1 RIPRAP PAD (WITH GEOTEXTILE FABRIC

REMOVE EXISTING RIPRAP, REGRADE EMERGENCY SPILLWAY AND

AND OUTLET PIPE TO REMAIN

EXISTING POND RISER STRUCTURE

REFER TO SHEET 5E FOR POND DETAILS

REACHING EXISTING GRADE

EXTEND THROUGH LOW POINT UNTIL

START AT EDGE OF FENCE AND

RAISE LOW POINT IN BERM 3"

INSTALL TOPSOIL AND SOD TO

STABILIZE SURROUNDING CHANNEL BANK WITH SOD.

UNDER EXISTING POND OUTLET PIPE WINGWALL AND

CONTRACTOR TO REPLACE ERODED BEDDING MATERIAL

EXISTING BOX STRUCTURE TO REMAIN

AND RESURFACING PLAN

REFER TO SHEET 5C FOR SIDEWALK

E: 1787681.2856

N: 731966.1279

ELEV. 524.80'

EAGLE VIEW RD 10+00.00

R O

W

N E

W S

H A

C K L E

IS

L A

N D R

D N

E W S

H A

C K L E

IS

L A

N D R

D

30' RADIUS (TYPE)

6" SSWL

6" DSYL (TYP)

LINE

2' STOP

CROSS WALK

10 FT LONGITUDINAL

STOP SIGN

RELOCATED

PAVEMENT MARKINGS

EAGLE VIEW RD 30 MPH

SPEED LIMIT

R .O .W

R .O .W

DRAINAGE INFORMATION

ONTO TDOT ROW.

Q50 RUNOFF FROM THE DEVELOPMENT

NOTE: THERE WILL BE NO INCREASE IN THE

12'

12'

SEE SHEET 5D FOR DETAILS

A

A

OFFSET -52.42'

STA. 10+11.77

OFFSET -51.50'

STA. 10+11.13

EX. GAS LINE

B B

10+00 11+00 12+00 13+00

510 510

512 512

514 514

516 516

518 518

520 520

522 522

524 524

526 526

528 528

530 530

532 532

534 534

536 536

538 538

540 540

542 542

544 544

546 546

548 548

550 550

+0.01%

+5 .7 9%

.8

E

L

.8

S

T A

V

P I

+0.01%

+5 .7 9%

35K =

200.00'VC =

.8

E

L

.8

S

T A

V

P C

.6

E

L

.8

S

T A

V

P T

.8

E

L

.4

S

T A

V

P I

.4

E

L

.8

S

T A

V

P I

BOX CULVERT

EXISTING GROUND

CENTERLINE

PROPOSED FINISHED GRADE AT

S H

E E

T

S C

A L

E

P L

A N

R E

V

IS

IO

N

S

R U

M M

E L

K L E

P P

E R K

A H

L L L P

D A

T E

J O

B

/1

/2

E n g in e n s tr u c ti o n

M a n a g n n ie n ti s ts

-1

N A

S H

V

IL

L E

T N

M

A R

R

IO

T T

D R

IV

E

S

U

IT

E

P R

O P

O S

E D

P R

O F

I L

E

A

C U

L V

E R

T E

X T

E N

S I O

N E

A G

L E

V I E

W R

O A

D

S U

M N

E R

C O

U N

T Y

T

E N

N E

S S

E E

E N

G

IN

E E

R

J S

C H

E C

K E

P L

A N

S

E X

T E

N S

IO

N

R O

A D

C U

L V

E R

T

E A

G L

E V

IE

W

1" = 2' VERT.

1" = 20' HORIZ.

SCALE:

E E

T

S C

A L

E

P L

A N

R E

V

IS

IO

N

S

R U

M M

E L

K L E

P P

E R K

A H

L L L P

D A

T E

J O

B

/1

/2

E n g in e n s tr u c ti o n

M a n a g n n ie n ti s ts

(P

-1

N A

S H

V

IL

L E

T N

M

A R

R

IO

T T

D R

IV

E

S

U

IT

E

O M

E T

R I C

L A

Y O

U T

B

R O

A D

E A

G L

E V

I E

W

S U

M N

E R

C O

U N

T Y

T

E N

N E

S S

E E

E N

G

IN

E E

R

J S

C H

E C

K E

P L

A N

S

R O

A D

E A

G L

E V

IE

W

N

CURVE 2CURVE 1

10 11

P

C S

T A .0

S83°38'51"E

N87°53'15.7"EBC

91.30'LC

45.69'T

91.33'L

1059.05'R

05°24'36"D

04°56'28" RT.Δ

1787726.83'E

731969.78'N

10+45.69PI

CURVE 1

EAGLE VIEW RD

EXISTING

S86°38'40.7"EBC

51.24'LC

25.66'T

51.26'L

490.00'R

11°41'35"D

05°59'40" RT.Δ

1787798.18'E

731969.33'N

11+16.99PI

CURVE 2

EAGLE VIEW RD

EXISTING

P

C C S

T A .3

P T S

T A

.5

10+91 .33

STA. PCC

10+91

.33

STA. PCC

11+42

E E

T

S C

A L

E

P L

A N

R E

V

IS

IO

N

S

R U

M M

E L

K L E

P P

E R K

A H

L L L P

D A

T E

J O

B

/1

/2

E n g in e n s tr u c ti o n

M a n a g n n ie n ti s ts

(P

-1

N A

S H

V

IL

L E

T N

M

A R

R

IO

T T

D R

IV

E

S

U

IT

E

V I N

G

R E

P A

I R

P L

A N

P R

O P

O S

R O

A D

E A

G L

E V

I E

W

S U

M N

E R

C O

U N

T Y

T

E N

N E

S S

E E

E N

G

IN

E E

R

J S

C H

E C

K E

P L

A N

S

R O

A D

E A

G L

E V

IE

W

N

SEE SHEET 5

AREA TO BE WIDENED

EAGLE VIEW RD

EAGLE VIEW RD

N E

W S

H A

C K

L E

IS

L A

N D R

D

PANEL 5' X 5'

REPAIR SIDEWALK

PANEL 10' X 5'

REPAIR SIDEWALK

APRON TAPER

REPAIR DRIVEWAY

CURB AND GUTTER

4' OF DAMAGED

PANEL 7' X 5'

REPAIR SIDEWALK

APRON TAPER

REPAIR DRIVEWAY

CURB AND GUTTER

8' OF DAMAGED

RP-8-H

CONSTRUCT H.C. TDOT RAMP

PANEL 5' X 5'

REPAIR SIDEWALK

HOOD/GRATE

RESET INLET

CURB AND GUTTER

4.5' OF DAMAGED

APRON TAPERS

REPAIR DRIVEWAY

APPROXIMATELY 50' X 5'

SECTION OF SIDEWALK

INSTALL MISSING

PANEL 6.5' X 5'

REPAIR SIDEWALK

CURB AND GUTTER

4.5' OF DAMAGED

POST CURB

3.5' OF DAMAGE

PANEL 8' X 5'

REPAIR SIDEWALK

PANEL 4.5' X 5'

REPAIR SIDEWALK

PANEL 6' X 5'

REPAIR SIDEWALK

PANEL 9' X 5'

REPAIR SIDEWALK

SEE SHEET 5

TO BE INSTALLED

SECTION OF SIDEWALK

TO BE REPAIRED (17' X 8')

OF DAMAGED BINDER

136 SQUARE FEET

WITH 1.5" FINAL SURFACE COURSE

AREA TO BE PAVED

BASINS, AND RESET HOOD/GRATE AFTER PAVEMENT IS COMPLETE

AND REPLACE BROKEN FABRIC. REMOVE FABRIC, CLEAN OUT CATCH

REMOVE DEBRIS FROM GEOTEXTILE IN CATCH BASINS

BASINS, AND RESET HOOD/GRATE AFTER PAVEMENT IS COMPLETE

AND REPLACE BROKEN FABRIC. REMOVE FABRIC, CLEAN OUT CATCH

REMOVE DEBRIS FROM GEOTEXTILE IN CATCH BASINS

BASINS, AND RESET HOOD/GRATE AFTER PAVEMENT IS COMPLETE

AND REPLACE BROKEN FABRIC. REMOVE FABRIC, CLEAN OUT CATCH

REMOVE DEBRIS FROM GEOTEXTILE IN CATCH BASINS

BASINS, AND RESET HOOD/GRATE AFTER PAVEMENT IS COMPLETE

AND REPLACE BROKEN FABRIC. REMOVE FABRIC, CLEAN OUT CATCH

REMOVE DEBRIS FROM GEOTEXTILE IN CATCH BASINS

PER SQUARE YARD.

5) TACK COAT SHALL BE APPLIED PRIOR TO OVERLAY AT A RATE OF 0.05 TO 0.10 GALLON

REQUIRED TO PROVIDE PROPER DRAINAGE.

EXCEPT AS APPROVED BY THE ENGINEER. ADDITIONAL CROWN OR SLOPE MAY BE

4) A PROPER CROWN OF 0.02 FT/FT SHALL BE MAINTAINED UP TO THE CUL-DE-SAC,

OR MILLED KEYED JOINT. COST TO BE INCLUDED IN ITEMS BID.

3) FINAL OVERLAY SHALL BE TIED INTO EXISTING STREET INTERSECTION WITH A SAW CUT

PREPARATION; THE COST SHALL BE INCLUDED IN THE PRICES BID.

OVERLAY. NO ADDITIONAL COMPENSATION WILL BE PROVIDED FOR PAVEMENT

GROWTH. A LEVELING "SCRATCH" COURSE MAY BE REQUIRED PRIOR TO PLACING FINAL

THE CONTRACTOR. JOINTS AND CRACKS SHALL BE CLEANED OF DIRT AND VEGETATION

APPLICATION OF TACK COAT. ALL MATERIAL SHALL BE REMOVED AND DISPOSED OF BY

BE THOROUGHLY CLEANED OF ALL DIRT AND LOOSE PARTICLES PRIOR TO THE

2)STREET PAVING/PAVEMENT PREPARATION. THE EXISTING PAVEMENT SURFACE SHALL

PRIOR TO FINAL PAVING

1) ASPHALT BINDER REPAIR SHALL BE SAW CUT TO STRIAGHT CLEAN LINES AND REPAIRED

STREET PAVING/PAVEMENT PREPARATION NOTES:

3) FOR CURB, DRIVEWAY APRON, AND SIDEWALK DETAILS SEE SHEET C5.01.

2) CONCRETE REPAIRS SHALL MATCH EXISTING SIDEWALK, DRIVEWAY APRONS OR CURB

1) DAMAGED CONCRETE SHALL BE SAW CUT TO CLEAN STRAIGHT LINES

CONCRETE REPAIR NOTES:

TDOT R.O.W

.U .E

P .U .D .E

P .U .D .E

P.U.D.E

P.U.D.E

S E

W E

R E

S M

T

S E

W E

R E

S M

T

W A

T E

R /S

E W

E R E

S M

T

W A

T E

R /S

E W

E R E

S M

T

E S

M T

D E

T P

O N

D

KARLA ANN LINK

SEIF SALEM

2010 EAGLE VIEW HOLDINGS, LLC.

EAGLE HOMES, LLC. AND WIFE

CHARLES TAYLOR & WILMA TAYLOR, HUSBAND

CHARLES F. HEERHOLD & SANDRA L. HEERHOLD

159.49'

N83°22'37"W

95.37'

N83°22'37"W

8.79'

N83°22'37"W

111.26'

S83°16'21"E

104.05'

S83°16'21"E

104.14'

S83°16'21"E

300.19'

S83°16'21"E

.8

N °3

'2

"E

.0

N °4

'0

"E

.9

N °4

'0

"E

.5

S °4

'0

"W

.4

S °4

'0

"W

.3

S °4

'0

"W

S

T A

S T

A

R C

P

H D

P E

H D P E

HDPE

15"

N

E W S

H A

C K

L E I S

L A

N D R

D (A

S P

H

EAGLE VIEW RD. (ASPH.)

A S

P H

A S

P H

C O

N C

R

IP

-R

A P

516.85'INV -

517.11'INV -

'X

.5 E

A R

T H B

O T

.8

N C

R

IP

-R

A P

518.23'INV -

RCP

24"

519.04'INV -

INV - 519.10' - SIDE INLET

519.04'BOT -

EIP

C O

N C

R

IP

-R

A P

519.66'INV -

520.02'BOT -

520.02'INV -

520.12'INV -

520.12'BOT -

520.20'INV -

520.30'INV -

G.V. (2)

CATCH BASIN

CATCH BASIN

T O

P O

F B

A N

K

TREES

GRASS

G R

A S

S T

O P O

F B

A N

K

G R

O U

N D L

IG

H T

IN

G

(2)6" CREPE MYRTLE

(3)5" CREPE MYRTLE

6" CREPE MYRTLE

S U

B D

IV

IS

IO

N S

IG

N

T

CONC. RIP-RAP

W O

V E

N W

IR

E

W O

O D

E N

W.V. (3)

3" CREPE MYRTLE

DROP INLET

523.22'TOP -

T O

P O

F B

A N

K

S.V.

S U

B D

IV

IS

IO

N S

IG

N

G R

O U

N D L

IG

H T

IN

G

CONC. RIP-RAP

ASPH.

S.V.

8" CEDAR

T

C O

N C

P/T/C

W O

O D

E N

18" HACKBERRY

5" MAPLE

G R

O U

N D L

IG

H T

IN

G

SUBDIVISION SIGN

GRAVEL

5" MAPLE

P/T/C

P/T/C

525.49'TOP -

2 GRATES

TEL. PED.

525.54'TOP -

CATCH BASIN

2 GRATES

ELEC

(3)AT&T

TREES

7" MAPLE EIP

TEL. PED. (3)

W.V.

F.H.

7" MAPLE

S.W.

C O

N C

C&G

S.W.

7" MAPLE

4" MAPLE

C O

N C

EIP

7" MAPLE

EIP

CONC.

4" MAPLE

7" MAPLE

CONC.

C O

N C

537.03'BOT -

537.03'INV -

EIP

540.51'TOP -

S H

E E

T

S C

A L

E

P L

A N

R E

V

IS

IO

N

S

R U

M M

E L

K L E

P P

E R K

A H

L L L P

D A

T E

J O

B

/2

/2

E n g in e n s tr u c ti o n

M a n a g n n ie n ti s ts

-1

N A

S H

V

IL

L E

T N

M

A R

R

IO

T T

D R

IV

E

S

U

IT

E

P A

V E

M E

N T

M A

R K

I N

G S

P R

O P

O S

E D

S I G

N S

D

C U

L V

E R

T E

X T

E N

S I O

N E

A G

L E

V I E

W R

O A

D

S U

M N

E R

C O

U N

T Y

T

E N

N E

S S

E E

E N

G

IN

E E

R

M N

C H

E C

K E

D

S F

P L

A N

S

E X

T E

N S

IO

N

R O

A D

C U

L V

E R

T

E A

G L

E V

IE

W

N

WETLAND-01

W W

C

S T

R

PROP. 6" SSWL

CROSSWALK

PROPOSED 10' LONGITUDINAL

RELOCATED STOP SIGN

PROP. 6" DSYL

PROP. 6" SSWL

STOP BAR

PROP. 2' PLASTIC

E: 1787681.2856

N: 731966.1279

ELEV. 524.80'

EAGLE VIEW RD 10+00.00

R O

W

R O

W

R O

W

R O

W

R O

W

11 12

.0

S

T A

P C

N87°53'15.7"EBC

91.30'LC

45.69'T

91.33'L

1059.05'R

05°24'36"D

RT.04°56'28"Δ

1787726.83', 731969.78'E

1787726.83', 731969.78'N

10+45.69PI

CURVE 1

EAGLE VIEW RD

EXISTING

S86°38'40.7"EBC

51.24'LC

25.66'T

51.26'L

490.00'R

11°41'35"D

RT.05°59'40"Δ

1787798.18', 731969.33'E

1787798.18', 731969.33'N

11+16.99PI

CURVE 2

EAGLE VIEW RD

EXISTING

.3

S

T A

PC

C

.5

S

T A

P T

10+91 .33

STA. PCC

10+91

.33

STA. PCC

11+42

1788009.8681E

731945.7656N

53+29.93 STA. EAGLE VIEW RD.

1787681.2856 E 731966.1279N

EAGLE VIEW RD.50+00.00STA.

=NEW SHACKLE ISLAND RD.49.54

1787726.0200E

731980.7852N

20+00.00 STA. CULVERT 2

1787702.4915E

731979.4149N

20+23.57 STA. CULVERT 2

P .U .D .E

P .U .D .E

P.U.D.E

P.U.D.E

S E

W E

R E

S M

T

S E

W E

R E

S M

T

W A

T E

R /S

E W

E R E

S M

T

W A

T E

R /S

E W

E R E

S M

T

E S

M T

D E

T P

O N

D

SEIF SALEM

2010 EAGLE VIEW HOLDINGS, LLC.

CHARLES F. HEERHOLD & SANDRA L. HEERHOLD

159.49'

N83°22'37"W

111.26'

S83°16'21"E

300.19'

S83°16'21"E

.0

N °4

'0

"E

.9

N °4

'0

"E

.5

S °4

'0

"W

1787715.0032E

731968.2852N

50+33.79 STA. EW RD.

205+52.11EAM 1 STA.

S

T A

S T

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E n g in e n s tr u c ti o n

M a n a g n n ie n ti s ts

-1

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