Addendum No. 1_Foxhole Paving.pdf

PDF 7 MB Posted Sep 17, 2026

Attached to: Pavement Surfacing Foxhole Landfill
Solicitation number: 487-115
Issued by: Mecklenburg County, Charlotte City, North Carolina

About this file

Written by GovTribe AI · Oct 12, 2026

This Addendum No. 1 document issued October 7, 2026, by Smith Gardner, Inc., the engineer of record, modifies the contract documents for pavement surfacing at Foxhole Landfill in Mecklenburg County, North Carolina. The scope of work encompasses milling approximately 4,300 square yards of existing asphalt at varying thicknesses and overlaying approximately 24,000 square yards of asphalt on existing roadways, with associated installation of speed bumps, rumble strips, and pavement markings. Key revisions include changing the milling specification from 1.0 inch to 1.5 inches throughout the contract documents and drawings, adding clarification on contractor site access, laydown areas, and milling stockpile locations on the site plans. The addendum also specifies that an on-site yard hydrant is available for construction water at no metered cost to the contractor and includes a proof-rolling and grading requirement for the existing subgrade with stone additions as necessary to reestablish proper crown. A non-mandatory pre-bid meeting was held September 29, 2026, at the Foxhole Landfill Scale house with sealed bids due October 13, 2026, at 2:00 p.m. at the Woods Conference Room in Charlotte. The contract performance period is 60 calendar days from the Notice to Proceed.

The bidder must hold an active North Carolina General Contractor License and submit a bid security of not less than 5% of the base bid. The successful contractor will be required to execute Performance and Payment Bonds each equal to 100% of the contract price. Liquidated damages are assessed at $500 per day for work remaining incomplete after the specified completion date. The base bid schedule includes 15 line items with both lump sum and unit price components, including site preparation, milling, multiple overlay types, fatigue cracking repair, rumble strips, speed bumps, pavement markings, traffic control, surveying, and a contingency allowance of 10% of the base bid price for supplemental work as directed by the owner and engineer. Miscellaneous additions or deductions are available for overexcavation and backfill, repair of existing gravel pavements, and other work as directed. Work hours are restricted to sunrise to sunset, Monday through Friday, with no milling permitted between 10:00 a.m. and 4:00 p.m. unless approved in advance by the owner due to the facility's active landfill operations.

View the file

Other files

File	Type	Posted
Advertisement_Foxhole Pavement Surfacing.pdf	PDF	Sep 17, 2026

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

October 7, 2026

ADDENDUM NO. 1

TO THE

CONTRACT DOCUMENTS

FOR

FOXHOLE LANDFILL – PAVEMENT SURFACING

BID ISSUE DATED SEPTEMBER 2026

To All Plan Holders:

The following revisions, additions and clarifications are hereby made part of the Contract Documents for the above - referenced project and shall be taken into account in the preparation of all Bids and the execution of all work. Bidders shall acknowledge receipt of the Addendum in the appropriate space on the Proposal Form. Failure to do so may result in your Bid being considered non - responsive.

I. BIDDING AND CONTRACT REQUIREMENTS

AD1 - 1. Proposal

a. Revise Pay Item 3 to 1.5” Mill .

II. GENERAL SPECIFICATIONS

AD1 - 2. Measurement and Paymen t

a. Revise S ection 02500: Roadway Work to state 1.5” Mill.

III. DRAWINGS

AD1 - 3. Drawing S 1

a. Label Contractor entrance and exit

b. Label Contractor laydown

c. Label Milling stockpile area

AD1 - 4. Drawing S 2

a. Revise limits of asphalt surfacing

b. Revise milling thicknesses

c. Add asphalt transition area

d. Revise Note 2 to state “ C ontractor to proof roll and grade smooth existing subgrade.

Contractor to add stone as necessary to reest ablish c rown ”.

e. Add Note 5 which states “ Milling s to be stockpiled in the location indicated on

Drawing S1.

AD1 - 5. Drawing D1

a. Detail 2 – Note 1 revised to state 1.5” mill.

AD1 - 6. Drawing D2

a. Detail 1/D2 Added

b. Renumber all Details.

Addendum No. 1

IV. QUESTIONS AND CLARIFICATIONS

AD1 - 7. Can a planholders list be shared?

The meeting minutes include the sign in sheet from the pre - bid meeting .

AD1 - 8. Where can the contractor access water for construction? Will the contractor need to meter or pay for any water use?

There is an on - site yard hydrant which can be used for construction water, the location has been added to Drawings S1 and S2 . The Contractor is not required to meter or pay for water.

AD1 - 9. In the base bid schedule, it contains a line item for 1” mill, what is this referring to?

The base bid schedule and drawings have been revised for a 1.5” mill.

V. MEETING MINUTES

AD1 - 10. Pre - Bid meeting minutes are attached.

END OF ADDENDUM

Sincerely, SMITH GARDNER, INC.

Spencer W. Hollomon, P.E.

Project Engineer spencer@smithgardnerinc.com

Attachments ( Proposal, Drawings , Meeting Minutes )

Cc: Plan Holders

Amber Grzymski, Mecklenburg County

File

H:\Projects \Mecklenburg County \Mecklenburg - 26- 3 (Foxhole Paving) \01 Bidding \05 Addendum \Addendum No. 1 \Letter \AD1- 00 Addend No. 1_Foxhole Paving.docx

Foxhole Landfill – Pavement Surfacing Bidding and Contract Requirements September 2026 Proposal Page P-1

PROPOSAL

To: Mecklenburg County

From: Bidder:

Address:

Phone: FAX:

Email:

Contractor’s License No.:

Date of Bid:

The undersigned hereby signifies that it is their intention and purpose to enter into a formal Contract with

Mecklenburg County (Owner), to furnish all labor, materials, tools, equipment, apparatus, supplies, etc., required and to do all the work necessary for and because of the construction, erection, and/or installation of the proposed

Foxhole Pavement Surfacing Foxhole Landfill

In accordance with the Contract Documents, including the following Addenda (Bidder shall list to acknowledge receipt):

No.:

Date:

and in accordance with the terms of this Proposal which are as follows:

THAT: The undersigned has carefully examined the Drawings and Specifications and all other Contract

Documents and fully understands them.

THAT: The undersigned has carefully examined the site of the project and is familiar with the conditions under which the work, or any part thereof, is to be performed and the conditions which must be fulfilled in furnishing and/or installing, erecting, or constructing any or all items of the Project.

THAT: The undersigned will provide all necessary tools, machinery, equipment, apparatus, and all other means necessary to do all the work and will furnish all labor, materials, and all else required to complete such Contract as may be entered into, in the manner prescribed in and in accordance with the terms of the Specifications and the Contract and in accordance with the true intent and meaning thereof, and in accordance with the Drawings and the requirements of the Engineers under them, in a first class manner.

THAT: The undersigned hereby declares that the only person, or persons, interested in the Bid as principal(s) is, or are, named herein; that no other persons have any interest in the Bid or in the Contract

September 2026 Proposal Page P-2 to be entered into; that this Bid is made without connection with any person, company, or parties making a Bid; and that it is in all respects fair and in good faith without collusion or fraud.

THAT: The Owner reserves the right to reject any and all Bids and to waive formalities and technicalities in the Bidding procedure.

THAT: The rights of the Owner and the recommendations of the Engineers are not to be questioned in the

Award of Contracts or the rejection of any or all Bids.

THAT: It is the intention of the Owner to let Contracts on the basis of the Bids received in accordance with the Contract Documents and in such manner as they may deem to be for the best interests of the Owner.

THAT: The work under each Section will be awarded under one Contract and that the Owner shall have the right to include such item or items as the Owner may deem to be in the best interests of the Owner.

THAT: On being awarded the Contract, the undersigned will execute a Performance Bond and a Payment

Bond, on the forms included herein, each equal to one hundred percent (100%) of the Contract price, as security for the faithful performance the Contract.

THAT: The undersigned shall submit, in the blank spaces provided, all data, guarantees, and other information called for.

THAT: The undersigned shall submit, herewith, drawings, cuts, and/or Specifications showing and describing in detail the equipment and/or apparatus which the undersigned proposes to furnish.

THAT: This Proposal shall be signed and submitted in the manner prescribed in the Instructions to

Bidders.

THAT: It is the intent of these Contract Documents to obtain a Contract based on a Lump Sum Price except where Unit Prices are specifically requested. Where a discrepancy exists between words and numbers in the Bid amount, the written words shall govern.

THAT: The undersigned represents that they are properly licensed.

September 2026 Proposal Page P-3

Bid Form

Foxhole Pavement Surfacing

Bidder agrees to perform all the work described in the Specifications and shown on the Contract

Drawings for the lump sum and unit prices listed in the Bid Schedule (s) below.

Measurement and Basis for Payment:

Some of the line items in the Bid Schedule (s) may include approximate quantities as estimated by the

Engineer. The Contractor shall not rely on the quantities given, but shall instead estimate all quantities independently as required to complete the Proposal. The Bid Schedule (s) outlines each item and the corresponding lump sum or unit price listed by the Contractor. The price associated with each lump sum item shall be the full compensation paid for the work described, regardless of the Engineer ’s or

Contractor ’s estimated quantity. For Lump Sum items, no claim shall be made by the Contractor for deviations between the Contractor’ s estimated and the actual quantity required to complete the work described, wherein no measurement will be made.

A description of measurement and payment for each Lump Sum and Unit Price Bid item can be found in

Section 01025, Measurement and Payment, of these Specifications.

Unit Price Deviations :

The Bidder is responsible for providing unit prices consistent with typical industry norms for the work described. Unit prices which appear inconsistent with typical prices for similar work shall be justified by the Bidder at the request of the Engineer. Providing unit prices which do not reasonably reflect the work described, either high or low, which are not justified satisfactorily to the Engineer, may deem the Bidder non- responsive and invalidate the Bidder ’s Proposal.

September 2026 Proposal Page P-4

This page intentionally left blank.

September 2026 Proposal Page P-5

A1. Base Bid Schedule:

Pay Item

Number Description

Spec.

Reference

Estimated

Quantity 1 Units Unit Cost Extended Cost

1 Site Preparation: 02110 1 LS Lump Sum

2 0.5” Mill 02500 500 SY

3 1.5” Mill 02500 815 SY

4 Type 1 Overlay 02500 500 SY

5 Type 2 Overlay 02500 815 SY

6 Type 3 Overlay 02500 3,060 SY

7 Type 4 Overlay 02500 3,250 SY

8 Fatigue Cracking Repair 02500 50 SY

9 Rumble Strips 02500 3 EA

10 Speed Bumps 02500 5 EA

11 Pavement Markings 02500 1,910 LF

12 Traffic Control ----- 1 LS Lump Sum

13 Surveying 01010 1 LS Lump Sum

Bonds, Mobilization, & Insurance:

(Max. = 6% of Total Bid Price) ----- 1 LS Lump Sum

15 Project Contingency (See Note 2) ----- ----- ----- -----

The TOTAL BASE BID PRICE for the pay items listed above is as follows:

(In Words) Dollars and Cents.

(In Numbers) ($ . )

September 2026 Proposal Page P-6

Notes:

1. Engineer ’s estimated quantities are based on in - place quantities. Areas and lengths are based on horizontally projected areas and lengths. No adjustments have been made for stripping topsoil, slopes, uneven contours, overlaps, seams, anchor trenches, compaction f actors, etc.

2. The bidder shall include the project contingency pay of 10% of the base bid. The pay item is only for supplemental work as directed in advance by the Owner and Engineer.

NOTE: PROPOSAL SIGNATURE REQUIRED ON PAGE P - 10. ALL PROPOSALS MUST BE PROPERLY EXECUTED TO BE CONSIDERED A VALID BID.

B. Miscellaneous Additions and Deductions:

The Bidder agrees that the Owner has the full unconditional right to select any combination of additions or deductions and ad just the total Contract price accordingly. Variations from estimated quantities shall be in accordance with the General Conditions . For additions or deductions as described by the

Engineer, the following unit prices bid under the Base Bid shall apply:

Misc. Item

Number Description

Spec.

Reference Units Unit Price

1 Overexcavation and Backfill 02222 CY

2 Repair of Existing 8” Gravel Pavement 02500 SY

3 Repair of Existing 11” Gravel Pavement 02500 SY

September 2026 Proposal Page P-7

Liquidated Damages

The undersigned agrees, further, that the Owner may retain those amounts indicated below from the amount of Compensation due the undersigned, under the terms of the Contract, for each and every day that the work remains incomplete beyond the completion dat e specified in the Notice to Proceed or date established in a duly - executed change order which increases/decreases the Contract performance period. This amount is agreed upon as the proper measure of liquidated damages the Owner will sustain, per day, by the failure of the undersigned to complete the work, within the stipulated time, and it is not to be construed, in any sense, as a penalty.

No Contractor shall have a claim against the Owner as a result of other construction Contractor's lack of progress or project completion.

Owner ’s Liquidated

Damages

Pavement Surfacing $500/day

Liquidated damages will be assessed for the above listed amount(s) for each and every day the work remains incomplete after the completion date(s) listed above.

Completion for above listed item(s) shall be defined as completely installed including all associated appurtenances, tested and ready for the intended service.

Qualifications of Bidders

In order to assist the Owner in determining whether the Bidder is qualified to perform the work, as set forth in the Contract Documents, the Bidder shall furnish the information as required in the Instructions

To Bidders and attach to this Proposal Form.

September 2026 Proposal Page P-8

Proposed Subcontractors

The Bidder shall provide names and contact information for the following subcontractors. If the Bidder intends to perform one or more of the tasks identified below, please note “To be Performed by (Bidder

Name) ”. The Contractor whose bid is accepted shall not substitute any person or subcontractor in the place of the subcontractors listed below, except:

A. If the listed subcontractor ’s bid is later determined by the Contractor to be non -responsible or non - responsive, or the listed subcontractor refuses to enter into a contract for the complete performance of the bid work; or

B. With the approval of the Owner for good cause shown by the Contractor.

Note: Documentation that the Bidder has made a good - faith effort to recruit and select minority businesses for participation in the performance of the work is also required in the event that a substitute subcontractor is selected.

Task

Proposed Subcontractor Information

Firm Name, Address, and Phone # Dollar

Amount

% of

Total

Surveying:

Revegetation:

Other:

September 2026 Proposal Page P-9

Proposal Signature

(Sign on Next Page)

Corporation :

The Bidder is a corporation organized and existing under the laws of the State of

, which operates under the legal name of and the full names of its officers are as follows:

President:

Vice- President:

Secretary:

Manager:

and it does have a corporate seal. The is authorized to sign construction proposals and Contracts for the company by action of its Board of Directo rs taken

, a certified copy of which is hereto attached. (Strike out this last sentence if not applicable.)

Partnership :

The business is a partnership consisting of individual partners whose full names are as follows:

The partnership does business under the legal name of :

Individual :

The Bidder is an individual whose full name is:

and if operating under a trade name, said trade name is as follows:

September 2026 Proposal Page P-10

(SIGN BELOW)

Dated , 20 .

(SIGN HERE)

Legal Entity

By:

SEAL

(If Corporation)

Printed Name

Telephone Number

Subscribe d and sworn to before me this day of , 20

Notary Public County

My Commission Expires:

(SEAL)

MEMORANDUM

Date: October 7, 2026

To: Plan Holders

From: Spencer W. Hollomon

Smith Gardner, Inc.

RE:

Foxhole Landfill – Pavement Surfacing

Pre-Bid Summary

On September 29 , 2026, a non -mandatory pre - bid meeting was held at the Foxhole Landfill

Scale house in Charlotte , North Carolina . Following the meeting, a site visit and additional discussions occurred. The following summarizes major topics discussed.

Parties Involved

Mecklenburg County is the owner, and the project manager is Amber Grzymksi. Smith

Gardner, Inc. (S+G) is the engineer of record and will provide on -site CQA. Please submit all bid- related questions to Spencer Hollomon ( spencer@smithgardnerinc.com ) in writing.

Significant Dates

As stated in the Advertisement for Bids, bids are due October 13, 2026 at 2:00 P.M . at the

Office of the Land Use and Environmental Services Agency (LUESA) in the Woods Conference

Room. Bids shall be in 2 envelopes and submitted to Mecklenburg County, where they will be publicly read aloud. A Bid security must be submitted with the Bid and placed in the outer envelope of the Bid. The contract time is 60 calendar days; the Contractor is requested to provide a schedule with their proposal. Questions about bids are due to Spencer Hollomon of

S+G on October 6, 2026.

Bonds

Performance and Payment Bonds are required and shall be equal to 100% of the value.

Coordination with Operations:

The project is located at an active landfill facility . The contractor is re quired to provide traffic contr ol to maintain access to the facility , incl uding inbound and out bound scales and the landfill , at times. The primary interaction will landfill traffic be around the milling areas . No work may be perfor med in these areas during the hours of 10:00 a.m. to 4:00 p. m. For the northern and western roadway paving, landfill traffic will be modified to prevent traffic on these areas while the contractor is working . The Construction hours are sunrise to sunset mailto:spencer@smithgardnerinc.com

Plan Holders

Monday through Friday. Contractor to access the site as shown on the project drawings.

Project Description

The project consists of the milling of approximately 4,300 SY of existing asphalt at varying thicknesses and overlay of approximately 24,000 SY of asphalt at varying thicknesses on existing roadways with associated speed bump, rumble strips, and markings .

There is an on - site stockpile area for milled material that may be used as shown on the contract drawings , but the Contractor is responsible for loading and hauling material . There is an on - site equipment storage area for the Contractor to use as shown on the contract drawings.

If any major discussions or statements were inadvertently omitted from this summary, please contact Spencer Hollomon immediately.

Attachment : Meeting Attendees

Pre-Bid Meeting Attendees

Pavement Surfacing

Charlotte, NC

Name Company Email Phone

Spencer Hollomon Smith Gardner (S+G) spencer@smithgardnerinc.com (919) 500- 1556

Amber Grzymski Mecklenburg County Amber.grzymski@mecknc.gov (980) 721- 9021

Jamari Timmons Mecklenburg County Jamari.timmons@mecknc.gov (704) 591- 7945

Steve Currie Mecklenburg County Steven.currie@meckl enburgcountync.gov (704) 634- 4173

Rob Hilton Mecklenburg County Robert.hilton@mecklenburgcountync.gov (704) 579- 2405

Nick Crawford Mecklenburg County Nicholas.crawford @mecknc.gov (980) 406- 1109

Hayden Miles Rust on Paving Hayden.miles@rustonpaving.com (434) 305- 9490

Anita Staton Miles Enterprise anitaoffice@milessolution.com (866) 605- 6456

Craig Hey Blythe Brothers Asphalt chey@blythe.us (704) 691- 5158

Russ Blanton Ram Pavement russblanton@rampavement.com (704) 622- 9600

Helena Dunbar Lexwin Construction and

Paving LLC lexwinconstruction@gmail.com (704) 713- 4413 mailto:spencer@smithgardnerinc.com mailto:Amber.grzymski@mecknc.gov mailto:Jamari.timmons@mecknc.gov mailto:Steven.currie@mecklenburgcountync.gov mailto:Robert.hilton@mecklenburgcountync.gov mailto:Nicholas.crawford@mecknc.gov mailto:Hayden.miles@rustonpaving.com mailto:anitaoffice@milessolution.com mailto:chey@blythe.us mailto:russblanton@rampavement.com mailto:lexwinconstruction@gmail.com

This page intentionally left blank.

SITE LOCATION MAP

NOT TO SCALE

STANDARD DETAIL CALLOUT

SECTION REFERENCED

SHEET WHERE SECTION IS PRESENTED

SHEET SET REVISION NUMBER

STANDARD DETAIL LABEL AND CALLOUT

DETAIL REFERENCED

STANDARD SECTION LOCATION

CALLOUT (SHEET AND DETAIL)

STANDARD REVISION

CALLOUT (SHEET AND DETAIL)

SHEET WHERE DETAIL

IS PRESENTED

SHEET WHERE DETAIL

IS PRESENTED

DETAIL REFERENCED

MECKLENBURG COUNTY, NORTH CAROLINA

FOXHOLE LANDFILL

PAVEMENT SURFACING

NCDEQ PERMIT NO. 6019-MSWLF-2000

SEPTEMBER 2026

SITE LOCATION

Know what's below.

before you dig.Call

SITE ENTRANCE

17131 LANCASTER HWY

FACILITY OWNER

Mecklenburg County 2145 Suttle Avenue Charlottoe, NC 28208 Amber Grzymksi, P.G.

(980) 314-3855

PROJECT ENGINEER

Smith Gardner, Inc.

14 N. Boylan Ave Raleigh, NC 27603 Spencer Hollomon, P.E.

(919) 828-0577 SMITH GARDNER+

14 N. Boylan Avenue, Raleigh NC 27603919.828.0577 1526 Richland St., Columbia SC 29201

G :\C

\M ec kl en bu rg C ou nt y\ M ec kl en bu rg

6- 3\ sh ee ts \M

K-

.d w g

/7 /2

P M

REV. DATE DESCRIPTION

SEAL

Electronic files are instruments of service provided by Smith Gardner, Inc. for the convenience of the intended recipient(s), and no warranty is either expressed or implied. Any reuse or redistribution of this document in whole or part without the written authorization of Smith Gardner, Inc., will be at the sole risk of the recipient. If there is a discrepancy between the electronic files and the signed and sealed hard copies, the hard copies shall govern. Use of any electronic files generated or provided by Smith Gardner, Inc., constitutes an acceptance of these terms and conditions.

NC LIC. NO. F-1370

SC COA NO. C01488

1 10/07/26 ADDENDUM NO.1

NOT FOR CONSTRUCTION

FOR BIDDING

SHEET NO. DRAWING NO. DRAWING TITLE REVISIONS

1 - TITLE - COVER SHEET

2 S1 EXISTING CONDITIONS

3 S2 SITE PLAN ASPHALT SURFACING

4 D1 PAVEMENT DETAILS

5 D2 ROADWAY DETAILS

Docusign Envelope ID: 30B1D629-0DBA-8623-8093-62687F9EAE11

10/7/2026

AutoCAD SHX Text

CHEROKEE

AutoCAD SHX Text

CLAY

AutoCAD SHX Text

GRAHAM

AutoCAD SHX Text

MACON

AutoCAD SHX Text

SWAIN

AutoCAD SHX Text

JACKSON

AutoCAD SHX Text

HAYWOOD

AutoCAD SHX Text

TRANSYLVANIA

AutoCAD SHX Text

HENDERSON

AutoCAD SHX Text

BUNCOMBE

AutoCAD SHX Text

MADISON

AutoCAD SHX Text

YANCEY

AutoCAD SHX Text

MITCHELL

AutoCAD SHX Text

MC DOWELL

AutoCAD SHX Text

RUTHERFORD

AutoCAD SHX Text

POLK

AutoCAD SHX Text

BURKE

AutoCAD SHX Text

AVERY

AutoCAD SHX Text

CLEVELAND

AutoCAD SHX Text

LINCOLN

AutoCAD SHX Text

GASTON

AutoCAD SHX Text

MECKLENBURG

AutoCAD SHX Text

UNION

AutoCAD SHX Text

ANSON

AutoCAD SHX Text

RICHMOND

AutoCAD SHX Text

SCOTLAND

AutoCAD SHX Text

MOORE

AutoCAD SHX Text

MONTGOMERY

AutoCAD SHX Text

STANLY

AutoCAD SHX Text

CABARRUS

AutoCAD SHX Text

CATAWBA

AutoCAD SHX Text

CALDWELL

AutoCAD SHX Text

IREDELL

AutoCAD SHX Text

ALEXANDER

AutoCAD SHX Text

WILKES

AutoCAD SHX Text

YADKIN

AutoCAD SHX Text

DAVIE

AutoCAD SHX Text

ROWAN

AutoCAD SHX Text

DAVIDSON

AutoCAD SHX Text

RANDOLPH

AutoCAD SHX Text

GUILFORD

AutoCAD SHX Text

FORSYTH

AutoCAD SHX Text

ALAMANCE

AutoCAD SHX Text

BRUNSWICK

AutoCAD SHX Text

NEW HANOVER

AutoCAD SHX Text

COLUMBUS

AutoCAD SHX Text

ROBESON

AutoCAD SHX Text

BLADEN

AutoCAD SHX Text

PENDER

AutoCAD SHX Text

HOKE

AutoCAD SHX Text

CUMBERLAND

AutoCAD SHX Text

SAMPSON

AutoCAD SHX Text

DUPLIN

AutoCAD SHX Text

ONSLOW

AutoCAD SHX Text

JONES

AutoCAD SHX Text

ROCKINGHAM

AutoCAD SHX Text

CASWELL

AutoCAD SHX Text

PERSON

AutoCAD SHX Text

GRANVILLE

AutoCAD SHX Text

VANCE

AutoCAD SHX Text

WARREN

AutoCAD SHX Text

NASH

AutoCAD SHX Text

FRANKLIN

AutoCAD SHX Text

WAKE

AutoCAD SHX Text

DURHAM

AutoCAD SHX Text

ORANGE

AutoCAD SHX Text

CHATHAM

AutoCAD SHX Text

LEE

AutoCAD SHX Text

HARNETT

AutoCAD SHX Text

JOHNSTON

AutoCAD SHX Text

WAYNE

AutoCAD SHX Text

WILSON

AutoCAD SHX Text

CARTERET

AutoCAD SHX Text

CRAVEN

AutoCAD SHX Text

LENIOR

AutoCAD SHX Text

PAMLICO

AutoCAD SHX Text

BEAUFORT

AutoCAD SHX Text

HYDE

AutoCAD SHX Text

PITT

AutoCAD SHX Text

GREENE

AutoCAD SHX Text

EDGECOMBE

AutoCAD SHX Text

MARTIN

AutoCAD SHX Text

WASHINGTON

AutoCAD SHX Text

TYRRELL

AutoCAD SHX Text

DARE

AutoCAD SHX Text

CURRITUCK

AutoCAD SHX Text

CAMDEN

AutoCAD SHX Text

PASQUOTANK

AutoCAD SHX Text

PERQUIMANS

AutoCAD SHX Text

CHOWAN

AutoCAD SHX Text

GATES

AutoCAD SHX Text

HERTFORD

AutoCAD SHX Text

BERTIE

AutoCAD SHX Text

HALIFAX

AutoCAD SHX Text

NORTHAMPTON

AutoCAD SHX Text

WATAUGA

AutoCAD SHX Text

ASHE

AutoCAD SHX Text

ALLEGHANY

AutoCAD SHX Text

SURRY

AutoCAD SHX Text

STOKES

AutoCAD SHX Text

AutoCAD SHX Text N

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text W

AutoCAD SHX Text

AutoCAD SHX Text S1

AutoCAD SHX Text

AutoCAD SHX Text S1

AutoCAD SHX Text

DETAIL TITLE

AutoCAD SHX Text

AutoCAD SHX Text S1

AutoCAD SHX Text

DETAIL

AutoCAD SHX Text

SCALE AS SHOWN

AutoCAD SHX Text SAFETY NOTE: Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection.

AutoCAD SHX Text

SEAL

AutoCAD SHX Text 046707

AutoCAD SHX Text

14 N. Boylan Avenue, Raleigh NC 27603

919.828.0577

PROJECT TITLE:

DRAWING TITLE:

REV. DATE DESCRIPTION

DESIGNED:

DRAWN:

APPROVED:

PROJECT NO:

SCALE:

FILENAME:

PREPARED BY:

PREPARED FOR:

SHEET NUMBER: DRAWING NUMBER:

DATE:

G :\C

\M ec kl en bu rg C ou nt y\ M ec kl en bu rg

6- 3\ sh ee ts \M

K-

.d w g

/7 /2

P M

SEAL

NC LIC. NO. F-1370

1526 Richland St., Columbia SC 29201

SMITH

GARDNER

ENGINEERS

FOXHOLE LANDFILL

(PERMIT NO. 6019-MSWLF-2000)

PAVEMENT SURFACING

EXISTING CONDITIONS

M.R.S.

C.T.J.

MECKLENBURG 26-3

AS SHOWN

SEPTEMBER 2026

MECK-D0061

2 S1

Know what's below.

before you dig.Call

PROJECT AREA

(SEE DRAWING S2)

NOT FOR CONSTRUCTION

FOR BIDDING

PROJECT AREA

(SEE DRAWING S2)

Docusign Envelope ID: 30B1D629-0DBA-8623-8093-62687F9EAE11

10/7/2026

AutoCAD SHX Text 10000

AutoCAD SHX Text

GCP-01

AutoCAD SHX Text

GCP-02

AutoCAD SHX Text

GCP-03

AutoCAD SHX Text

GCP-04

AutoCAD SHX Text

GCP-06

AutoCAD SHX Text

GCP-09

AutoCAD SHX Text

GCP-10

AutoCAD SHX Text

AutoCAD SHX Text X=1445766.956 Y=465414.912 Z=666.336

AutoCAD SHX Text X=1447421.570 Y=464223.192 Z=648.637

AutoCAD SHX Text X=1447471.503 Y=466476.737 Z=652.516

AutoCAD SHX Text X=1445825.362 Y=465588.846 Z=670.009

AutoCAD SHX Text X=1446762.655 Y=464732.737 Z=661.216

AutoCAD SHX Text X=1446168.871 Y=466483.454 Z=684.728

AutoCAD SHX Text X=1448527.567 Y=464349.427 Z=635.103

AutoCAD SHX Text X=1449232.602 Y=464783.095 Z=612.019

AutoCAD SHX Text X=1448074.248 Y=466140.888 Z=643.585

AutoCAD SHX Text

AutoCAD SHX Text 675.3

AutoCAD SHX Text 677.4

AutoCAD SHX Text 679.9

AutoCAD SHX Text 681.2

AutoCAD SHX Text 683.0

AutoCAD SHX Text 680.9

AutoCAD SHX Text 681.0

AutoCAD SHX Text 645.3

AutoCAD SHX Text 645.5

AutoCAD SHX Text 623.2

AutoCAD SHX Text 624.7

AutoCAD SHX Text 614.7

AutoCAD SHX Text 619.9

AutoCAD SHX Text 654.1

AutoCAD SHX Text 682.2

AutoCAD SHX Text 681.5

AutoCAD SHX Text 680.7

AutoCAD SHX Text 680.4

AutoCAD SHX Text 666.4

AutoCAD SHX Text 664.4

AutoCAD SHX Text 670.3

AutoCAD SHX Text 650.5

AutoCAD SHX Text 655.2

AutoCAD SHX Text 618.8

AutoCAD SHX Text 673.6

AutoCAD SHX Text 671.6

AutoCAD SHX Text 681.6

AutoCAD SHX Text 681.9

AutoCAD SHX Text 680.9

AutoCAD SHX Text 681.4

AutoCAD SHX Text 679.2

AutoCAD SHX Text 673.8

AutoCAD SHX Text

AutoCAD SHX Text N

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text W

AutoCAD SHX Text REFERENCES 1. EXISTING TOPOGRAPHY FROM AERIAL SURVEYS DATED FEBRUARY 21, 2024 EXISTING TOPOGRAPHY FROM AERIAL SURVEYS DATED FEBRUARY 21, 2024 AND FEBRUARY 21, 2025 PREPARED BY AVIOIMAGE MAPPING SERVICES, INC. CHARLOTTE, NC. 2. PROPERTY LINE FROM MECKLENBURG COUNTY GIS DEPARTMENT.PROPERTY LINE FROM MECKLENBURG COUNTY GIS DEPARTMENT.

AutoCAD SHX Text

AutoCAD SHX Text 150'

AutoCAD SHX Text 300'

AutoCAD SHX Text 450'

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

EXISTING 5' CONTOUR (SEE REFERENCE 1)

AutoCAD SHX Text

EXISTING 1' CONTOUR

AutoCAD SHX Text

APPROXIMATE PROPERTY LINE

AutoCAD SHX Text

(SEE REFERENCE 2)

AutoCAD SHX Text N 466500

AutoCAD SHX Text N 466000

AutoCAD SHX Text N 465500

AutoCAD SHX Text N 465000

AutoCAD SHX Text E 1446000

AutoCAD SHX Text E 1446500

AutoCAD SHX Text E 1447000

AutoCAD SHX Text E 1447500

AutoCAD SHX Text E 1448000

AutoCAD SHX Text E 1448500

AutoCAD SHX Text

SITE ENTRANCE (17131 LANCASTER HIGHWAY CHARLOTTE, NC 28277)

AutoCAD SHX Text

CONTRACTOR AND DELIVERY ENTRANCE/SITE EXIT

AutoCAD SHX Text

PHASE 1

AutoCAD SHX Text

PHASE 2 CELL 1

AutoCAD SHX Text

PHASE 2 CELL 2

AutoCAD SHX Text

SEDIMENT POND 3

AutoCAD SHX Text

SEDIMENT POND 2

AutoCAD SHX Text

YARD WASTE RECEIVING/GRINDING AREA

AutoCAD SHX Text

APPROXIMATE WASTE LIMITS

AutoCAD SHX Text E 1449000

AutoCAD SHX Text E 1449500

AutoCAD SHX Text N 464500

AutoCAD SHX Text N 464000

AutoCAD SHX Text N 466500

AutoCAD SHX Text N 466000

AutoCAD SHX Text N 465500

AutoCAD SHX Text N 465000

AutoCAD SHX Text N 464500

AutoCAD SHX Text N 464000

AutoCAD SHX Text N 463500

AutoCAD SHX Text E 1446000

AutoCAD SHX Text E 1446500

AutoCAD SHX Text E 1447000

AutoCAD SHX Text E 1447500

AutoCAD SHX Text E 1448000

AutoCAD SHX Text E 1448500

AutoCAD SHX Text E 1449000

AutoCAD SHX Text E 1449500

AutoCAD SHX Text

APPROXIMATE WASTE LIMITS

AutoCAD SHX Text

SEAL

AutoCAD SHX Text 046707

AutoCAD SHX Text

AutoCAD SHX Text NOTES 1. CONTRACTOR TO STOCKPILE MILLINGS AS DIRECTED BY THE OWNER.CONTRACTOR TO STOCKPILE MILLINGS AS DIRECTED BY THE OWNER.

EXISTING YARD HYDRANT

919.828.0577

PROJECT TITLE:

DRAWING TITLE:

REV. DATE DESCRIPTION

DESIGNED:

DRAWN:

APPROVED:

PROJECT NO:

SCALE:

FILENAME:

PREPARED BY:

PREPARED FOR:

SHEET NUMBER: DRAWING NUMBER:

DATE:

G :\C

\M ec kl en bu rg C ou nt y\ M ec kl en bu rg

6- 3\ sh ee ts \M

K-

.d w g

/7 /2

P M

SEAL

NC LIC. NO. F-1370

1526 Richland St., Columbia SC 29201

SMITH

GARDNER

SITE PLAN

ASPHALT SURFACING

MECKLENBURG 26-3

AS SHOWN

SEPTEMBER 2026

MECK-D0061

3 S2

Know what's below.

before you dig.Call

WESTERN ROADWAY

NORTHERN ROADWAY

Docusign Envelope ID: 30B1D629-0DBA-8623-8093-62687F9EAE11

10/7/2026

AutoCAD SHX Text

AutoCAD SHX Text 654.1

AutoCAD SHX Text 670.3

AutoCAD SHX Text 650.5

AutoCAD SHX Text 655.2

AutoCAD SHX Text

AutoCAD SHX Text E 1446500

AutoCAD SHX Text N 465500

AutoCAD SHX Text N 465000

AutoCAD SHX Text

EXISTING YARD HYDRANT

AutoCAD SHX Text

EXISTING SCALEHOUSE & SCALES

AutoCAD SHX Text

PERIMETER ACCESS ROAD

AutoCAD SHX Text REFERENCES 1. EXISTING TOPOGRAPHY FROM AERIAL SURVEYS DATED FEBRUARY 21, EXISTING TOPOGRAPHY FROM AERIAL SURVEYS DATED FEBRUARY 21, 2024 AND FEBRUARY 21, 2025 PREPARED BY AVIOIMAGE MAPPING SERVICES, INC. CHARLOTTE, NC. 2. PROPERTY LINE FROM MECKLENBURG COUNTY GIS DEPARTMENT.PROPERTY LINE FROM MECKLENBURG COUNTY GIS DEPARTMENT.

AutoCAD SHX Text 40'

AutoCAD SHX Text 80'

AutoCAD SHX Text 120'

AutoCAD SHX Text

LEGEND-PLAN

AutoCAD SHX Text

EXISTING 5' CONTOUR (SEE REF. 1)

AutoCAD SHX Text

EXISTING 1' CONTOUR

AutoCAD SHX Text

APPROXIMATE PROPERTY LINE

AutoCAD SHX Text

(SEE REFERENCE 2)

AutoCAD SHX Text

APPROXIMATE WASTE LIMITS

AutoCAD SHX Text

PROPOSED 5' CONTOUR

AutoCAD SHX Text

PROPOSED 1' CONTOUR

AutoCAD SHX Text

LIMITS OF CLEARING

AutoCAD SHX Text

TYPE 4 OVERLAY

AutoCAD SHX Text

APPROXIMATE WASTE LIMITS

AutoCAD SHX Text E 1447000

AutoCAD SHX Text N 466000

AutoCAD SHX Text

YARD WASTE RECEIVING/GRINDING AREA

AutoCAD SHX Text

PHASE 1

AutoCAD SHX Text

APPROXIMATE WASTE LIMITS

AutoCAD SHX Text N

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text W

AutoCAD SHX Text 40'

AutoCAD SHX Text 80'

AutoCAD SHX Text 120'

AutoCAD SHX Text

MILL 1.5"

AutoCAD SHX Text

TYPE 3 OVERLAY

AutoCAD SHX Text

TYPE 2 OVERLAY

AutoCAD SHX Text

TYPE 1 OVERLAY

AutoCAD SHX Text NOTES 1. FOR AREAS WITH FATIGUE CRACKING, REPAIR IN ACCORDANCE WITH FOR AREAS WITH FATIGUE CRACKING, REPAIR IN ACCORDANCE WITH DETAIL 5/D1. 2. CONTRACTOR TO PROOF ROLL AND GRADE SMOOTH EXISTING CONTRACTOR TO PROOF ROLL AND GRADE SMOOTH EXISTING SUBGRADE. CONTRACTOR TO ADD STONE AS NECESSARY TO REESTABLISH CROWN. 3. CONTRACTOR RESPONSIBLE FOR TRAFFIC CONTROL DURING CONTRACTOR RESPONSIBLE FOR TRAFFIC CONTROL DURING CONSTRUCTION. CONTRACTOR TO MAINTAIN ACCESS FOR LANDFILL TRAFFIC THROUGH DURATION OF PROJECT. 4. MILLING MAY NOT OCCUR DURING THE HOURS OF 10:00 AM TO 4:30 MILLING MAY NOT OCCUR DURING THE HOURS OF 10:00 AM TO 4:30 PM, UNLESS APPROVED IN ADVANCE BY THE OWNER. 5. MILLINGS TO BE STOCKPILED IN THE LOCATION INDICATED ON MILLINGS TO BE STOCKPILED IN THE LOCATION INDICATED ON DRAWING S1.

AutoCAD SHX Text

AutoCAD SHX Text D1

AutoCAD SHX Text

AutoCAD SHX Text D1

AutoCAD SHX Text

AutoCAD SHX Text D1

AutoCAD SHX Text

AutoCAD SHX Text D1

AutoCAD SHX Text

MILL 1.5" (TYP.) (SEE NOTE 4)

AutoCAD SHX Text N

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text W

AutoCAD SHX Text E 1447500

AutoCAD SHX Text E 1448000

AutoCAD SHX Text

TIE PROPOSED ASPHALT INTO EXISTING

AutoCAD SHX Text

TIE PROPOSED ASPHALT INTO EXISTING

AutoCAD SHX Text

ASPHALT SPEED BUMP (TYP.)

AutoCAD SHX Text

RUMBLE STRIPS

AutoCAD SHX Text

SPEED BUMPS

AutoCAD SHX Text

PERIMETER ACCESS ROAD (TYP.)

AutoCAD SHX Text

AutoCAD SHX Text D2

AutoCAD SHX Text

AutoCAD SHX Text D1

AutoCAD SHX Text

THERMOPLASTIC RUMBLE STRIPS (TYP.)

AutoCAD SHX Text

AutoCAD SHX Text D2

AutoCAD SHX Text

THERMOPLASTIC SOLID YELLOW DOUBLE LINE (TYP.)

AutoCAD SHX Text

ASPHALT SPEED BUMP (TYP.)

AutoCAD SHX Text

PERIMETER ACCESS ROAD (TYP.)

AutoCAD SHX Text

AutoCAD SHX Text D2

AutoCAD SHX Text

AutoCAD SHX Text D1

AutoCAD SHX Text

THERMOPLASTIC RUMBLE STRIPS (TYP.)

AutoCAD SHX Text

AutoCAD SHX Text D2

AutoCAD SHX Text

THERMOPLASTIC SOLID YELLOW DOUBLE LINE (TYP.)

AutoCAD SHX Text

SEAL

AutoCAD SHX Text 046707

AutoCAD SHX Text

CONTRACTOR LAYDOWN

AutoCAD SHX Text

ASPHALT TRANSITION

AutoCAD SHX Text

ASPHALT TRANSITION (TYP.)

AutoCAD SHX Text

ASPHALT TRANSITION (TYP.)

AutoCAD SHX Text

AutoCAD SHX Text D2

AutoCAD SHX Text

919.828.0577

PROJECT TITLE:

DRAWING TITLE:

REV. DATE DESCRIPTION

DESIGNED:

DRAWN:

APPROVED:

PROJECT NO:

SCALE:

FILENAME:

PREPARED BY:

PREPARED FOR:

SHEET NUMBER: DRAWING NUMBER:

DATE:

G :\C

\M ec kl en bu rg C ou nt y\ M ec kl en bu rg

6- 3\ sh ee ts \M

K-

.d w g

/7 /2

P M

SEAL

NC LIC. NO. F-1370

1526 Richland St., Columbia SC 29201

SMITH

GARDNER

PAVEMENT DETAILS

MECKLENBURG 26-3

AS SHOWN

SEPTEMBER 2026

MECK-D0062

4 D1

Docusign Envelope ID: 30B1D629-0DBA-8623-8093-62687F9EAE11

10/7/2026

AutoCAD SHX Text

EXISTING ASPHALT

AutoCAD SHX Text S9.5C

AutoCAD SHX Text NOTES: 1. CONTRACTOR TO MILL 0.5" OF EXISTING ASPHALT CONTRACTOR TO MILL 0.5" OF EXISTING ASPHALT PRIOR TO OVERLAY.

AutoCAD SHX Text 3.5"

AutoCAD SHX Text 5"

AutoCAD SHX Text 7"

AutoCAD SHX Text

SEE NOTE 1

AutoCAD SHX Text S9.5C

AutoCAD SHX Text NOTES: 1. CONTRACTOR TO MILL 1.5" OF EXISTING ASPHALT CONTRACTOR TO MILL 1.5" OF EXISTING ASPHALT PRIOR TO OVERLAY.

AutoCAD SHX Text

EXISTING ASPHALT

AutoCAD SHX Text 11"

AutoCAD SHX Text

SEE NOTE 1

AutoCAD SHX Text NOTES: 1. CONTRACTOR TO PROOF ROLL EXISTING ABC STONE CONTRACTOR TO PROOF ROLL EXISTING ABC STONE PRIOR TO PLACING OVERLAY.

AutoCAD SHX Text S9.5C

AutoCAD SHX Text 2.5"

AutoCAD SHX Text 4"

AutoCAD SHX Text 11"

AutoCAD SHX Text I19.0C

AutoCAD SHX Text

SEE NOTE 1

AutoCAD SHX Text NOTES: 1. CONTRACTOR TO PROOF ROLL ALL EXISTING ABC CONTRACTOR TO PROOF ROLL ALL EXISTING ABC STONE PRIOR TO PLACING OVERLAY.

AutoCAD SHX Text S9.5C

AutoCAD SHX Text I19.0C

AutoCAD SHX Text 4"

AutoCAD SHX Text 7"

AutoCAD SHX Text 8"

AutoCAD SHX Text

SEE NOTE 1

AutoCAD SHX Text I19.0C

AutoCAD SHX Text S9.5C

AutoCAD SHX Text NOTES: 1. CONTRACTOR TO MILL EXISTING PAVEMENT TO BASE CONTRACTOR TO MILL EXISTING PAVEMENT TO BASE PRIOR TO OVERLAY.

AutoCAD SHX Text 3.5"

AutoCAD SHX Text 5"

AutoCAD SHX Text 7"

AutoCAD SHX Text

SEE NOTE 1

AutoCAD SHX Text NOTES: 1. SPEED BUMP SHALL BE CENTERED IN THE LANE AND SPEED BUMP SHALL BE CENTERED IN THE LANE AND SHALL BE LESS THAN THE WIDTH OF THE TRAVEL LANES. 2. SPEED BUMPS TO BE PAINTED YELLOW. SPEED BUMPS TO BE PAINTED YELLOW.

AutoCAD SHX Text 4'

AutoCAD SHX Text

ASPHALT PAVEMENT SECTION (SEE DRAWING S2)

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

TYPE 1 OVERLAY

AutoCAD SHX Text

AutoCAD SHX Text D1

AutoCAD SHX Text

DETAIL

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

TYPE 2 OVERLAY

AutoCAD SHX Text

AutoCAD SHX Text D1

AutoCAD SHX Text

DETAIL

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

TYPE 3 OVERLAY

AutoCAD SHX Text

AutoCAD SHX Text D1

AutoCAD SHX Text

DETAIL

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

TYPE 4 OVERLAY

AutoCAD SHX Text

AutoCAD SHX Text D1

AutoCAD SHX Text

DETAIL

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

FATIGUE CRACK REPAIR

AutoCAD SHX Text

AutoCAD SHX Text D1

AutoCAD SHX Text

DETAIL

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

ASPHALT SPEED BUMP

AutoCAD SHX Text

AutoCAD SHX Text D1

AutoCAD SHX Text

DETAIL

AutoCAD SHX Text

SEAL

AutoCAD SHX Text 046707

919.828.0577

PROJECT TITLE:

DRAWING TITLE:

REV. DATE DESCRIPTION

DESIGNED:

DRAWN:

APPROVED:

PROJECT NO:

SCALE:

FILENAME:

PREPARED BY:

PREPARED FOR:

SHEET NUMBER: DRAWING NUMBER:

DATE:

G :\C

\M ec kl en bu rg C ou nt y\ M ec kl en bu rg

6- 3\ sh ee ts \M

K-

.d w g

/7 /2

P M

SEAL

NC LIC. NO. F-1370

1526 Richland St., Columbia SC 29201

SMITH

GARDNER

ROADWAY DETAILS

MECKLENBURG 26-3

AS SHOWN

SEPTEMBER 2026

MECK-D0062

5 D2

Docusign Envelope ID: 30B1D629-0DBA-8623-8093-62687F9EAE11

10/7/2026

AutoCAD SHX Text

24' (MIN.) (NORTHERN ROADWAY) 34' (MIN.) (WESTERN ROADWAY)

AutoCAD SHX Text 3'

AutoCAD SHX Text

REFER TO DRAWING S2 FOR PAVEMENT TYPES

AutoCAD SHX Text

2% SLOPE

AutoCAD SHX Text

2% SLOPE

AutoCAD SHX Text

THERMOPLASTIC DOUBLE YELLOW LINES

AutoCAD SHX Text NOTES: 1. ALL RUMBLE STRIPS SHALL BE CENTERED IN THE LANE AND SHALL BE ALL RUMBLE STRIPS SHALL BE CENTERED IN THE LANE AND SHALL BE LESS THAN THE WIDTH OF THE TRAVEL LANES. 2. RUMBLE STRIPS SHALL BE PLACED USING 4" X 240 MIL WHITE RUMBLE STRIPS SHALL BE PLACED USING 4" X 240 MIL WHITE THERMOPLASTIC PAVEMENT MARKING MATERIAL.

AutoCAD SHX Text 10'

AutoCAD SHX Text

THERMOPLASTIC DOUBLE YELLOW LINE PAVEMENT MARKINGS

AutoCAD SHX Text 5%

AutoCAD SHX Text

OVERLAY PROPOSED ASPHALT AND TRANSITION AT 5% TO ACHIEVE REQUIRED GRADE

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

PERIMETER ACCESS ROAD

AutoCAD SHX Text

AutoCAD SHX Text D2

AutoCAD SHX Text

DETAIL

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

THERMOPLASTIC RUMBLE STRIPS

AutoCAD SHX Text

AutoCAD SHX Text D2

AutoCAD SHX Text

DETAIL

AutoCAD SHX Text

SEAL

AutoCAD SHX Text 046707

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

ASPHALT TRANSITION

AutoCAD SHX Text

AutoCAD SHX Text D2

AutoCAD SHX Text

DETAIL

File details come from the government source that posted it. Updated Oct 12, 2026.