20001356 Ver 1_Complete File_20001024

F W H I C mica- r. cas?cy, wvciuv?
0 lliam G. Ross Jr., Secretary
9 Wi
`O"I pG North Carolina Department of Environment and Natural Resources
0) ?. Alan W. Klimek, P.E., Director
Division of Water Quality
0 .? Coleen H. Sullins, Deputy Director
Division of Water Quality
February 24, 2004
DWQ# 00-1356
Montgomery County
Mr. Meriam Blake
Twin Harbor Association, Inc.
3500 Lilly's Bridge Road, Suite 828
Mt. Gilead, NC, 27306
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Blake:
You have our approval, in accordance with the attached conditions, to place fill material along 130 linear feet of
shoreline for the purpose of constructing two parallel boat ramps at the Twin Harbor Camping Resort on Lake Tillery, as you
described in your revised application received by the Division of Water Quality on February 16, 2004. After reviewing your
application, we have decided that this work is covered by General Water Quality Certification Number 3373, which can be
viewed on our web site at http://h2o.enr.state.nc.us/ncwetiands . This Certification allows you to use Regional Permit
Number 198200030 when issued by the Corps of Engineers. In addition, you should get any other federal, state or local
permits before you go ahead with your project including (but not limited to) Sediment and Erosion Control, Coastal
Stormwater, Non-Discharge and Water Supply Watershed regulations. Also this approval will expire when the
accompanying 404 permit expires unless otherwise specified in the General Certification. This Certification replaces the
one issued to you on November 28, 2000.
This approval is only valid for the purpose and design that you described in your application. If you change your
project, you must notify us in writing and you may be required to send us a new application, for a new. certification. If the
property is sold, the new owner must be given a copy of the Certification and approval letter and is thereby responsible for
complying with all conditions. If total wetland fills for this project (now or in the future) exceed one acre, compensatory
mitigation may be required as described in 15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the
conditions listed in the attached certification and the additional conditions listed below:
1. Erosion and sediment control practices must be in full compliance with all specifications governing the proper
design, installation and operation and maintenance of such Best Management Practices in order to protect
surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed, operated, and
maintained in accordance with the most recent version of the North Carolina Sediment and Erosion Control
Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control measures must be
such that they equal, or exceed, the requirements specified in the most recent version of the North Carolina
Sediment and Erosion Control Manual. The devices shall be maintained on all construction sites, borrow
sites, and waste pile (spoil) projects, including contractor-owned or leased borrow pits associated with the
project.
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed, operated, and
maintained in accordance with the most recent version of the North Carolina Surface Mining Manual.
d. The reclamation measures and implementation must comply with the reclamation in accordance with the
requirements of the Sedimentation Pollution Control Act.
2. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the footprint of
the impacts depicted in the Pre-construction Notice Application. All construction activities, including the design,
installation, operation, and maintenance of sediment and erosion control Best Management Practices, shall be
performed so that no violations of state water quality standards, statutes, or rules occur;

N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetlands)
Customer Service #: 1-877-623-6748
Mr. Meriam Blake
February 24, 2004
3. Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent
practicable. If placement of sediment and erosion control devices in wetlands and waters is unavoidable, they
shall be removed and the natural grade restored within six months of the date that the Division of Land Resources
has released the project;
4. You are required to return the attached Certification of Completion form to notify DWQ when all work included in the
401 Certification has been completed.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act
within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition which conforms to
Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any
questions, please telephone Ken Averitte in DWQ's Fayetteville DWQ Regional Office at 910-486-1541 or Cyndi Karoly in
Raleigh at 919-733-9721.
Sincerely,
Alan W. Klimek, P. .
AW K/cbk
Attachments
cc: Corps of Engineers Wilmington Regulatory Field Office
Ken Averitte, Fayetteville DWQ Regional Office
Central Files
File Copy
Chuck Heiser, 300 SW Broad St., Southern Pines, NC, 28387
001356rev
HOBBS, UPCHURCH & ASSOCIATES, PA
To: NC DENR - Division of Water Quality
2321 Crabtree Blvd., Suite 250
Raleigh, NC 27604
Consulting Engineers
300 SW BROAD STREET
P.O. BOX 1737
SOUTHERN PINES, NC 28387/28388
PHONE: [phone]
FAX: [phone]
The Following Item(s) :
LETTER OF TRANSMITTAL
Date: 2/13/04 Job No.: MG0303
Attn.: Mr. John Dorney
Ref.: Boat Ramp at
Twin Harbor Camping Resort
Mount Gilead, NC

We are sending you
Attached
Under separate cover VIA
o Shop Drawings D Prints ? Plans
o Copy of Letters D Change Orders o
Specifications
Copies Date Item Description
1 set Aug 2003 prints Boat Ramp Drawings, sheets C-1 thru C-5
1 set Aug 2003 booklet Specifications
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These are Transmitted as Checked Below :
For Approval No Exception Taken Resubmit for Approval
For Your Use Correct As Noted Submit for Distribution
0 As Requested Revise and Resubmit Return Corrected Prin.,
o For Review and Comment Prints Returned After Loan to Us
o For Bids Due
Remarks: This boat ramp project was previously approved on Nov. 28, 2000 under DWQ #
00-1356. We are submitting this final set of construction documents for your review
and approval. We also hope th,.: the approval can be extended so that construction
can be undertaken this year in 2004. We are also resubmitting for Corps 404
approval and extension. Can you also please help answer if this project would be
considered a dredging operation that may have restrictions upon construction during
the months of March through June/July`?
Copy To: Mr. Nick Hancock, Twin Harbor Signed: C6 ?-
Mr. Ron Beard, Twin Harbor Charles D. (Chuck) Heiser, PE
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' BOAT RAMP
t FOR
TWIN HARBOR CAMPING RESORT
i MOUNT GILEAD, NC

PREPARED BY:
HOBBS, UPCHURCH & ASSOCIATES, P.A.
300 S.W. BROAD STREET
1 SOUTHERN PINES, NC 28387

AUGUST 2003
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BOAT RAMP
FOR
TWIN HARBOR CAMPING RESORT
MOUNT GILEAD, NC
PREPARED BY:
HOBBS, UPCHURCH & ASSOCIATES, P.A.
300 S.W. BROAD STREET
SOUTHERN PINES NC 28387
AUGUST 2003
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TABLE OF CONTENTS
AB Advertisement for Bids
NB Notice to Bidders
BID Bid Form
BB Bid Bond
A Agreement
Pay B Payment Bond
Perf B Performance Bond
GC General Conditions
SP Special Provisions
Technical S pecifications
02476 Control of Erosion, Siltation and Pollution
02745 Pavement Construction
02785 Articulating Concrete Mats
03300 Cast-In-Place Concrete
TOC-1

ADVERTISEMENT FOR BIDS
Sealed proposals will be received by Hobbs, Upchurch & Associates for Twin Harbor
Camping Resort of Mount Gilead, up to 2:00 p.m. on , 2003, at the
offices of Hobbs, Upchurch & Associates, in Southern Pines, NC, for the construction of the
Boat Ramp Project at Twin Harbor Camping Resort in Mount Gilead, NC, on the banks of Lake
Tillery, at which time and place bids will be opened and read aloud.
The project includes a new two lane boat ramp with floating dock, asphalt pavement, and
miscellaneous associated components.
Complete plans and specifications for this project can be obtained from Hobbs, Upchurch
& Associates, P.A., 300 S.W. Broad Street, Southern Pines, North Carolina 28387 (910) 692-
5616 during normal office hours.
The Owner reserves the unqualified right to reject any and all proposals.
Mr. Lee Smith, Board President
Board of Directors
Twin Harbor Camping Resort
201 Twin Harbor Drive
Mount Gilead, NC 27306
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NOTICE TO BIDDERS
Sealed proposals will be received by Hobbs, Upchurch & Associates for Twin
Harbor Camping Resort of Mount Gilead, up to 2:00 p.m. on ,
2003, at the offices of Hobbs, Upchurch & Associates, in Southern Pines, NC, and
immediately thereafter publicly opened and read for the furnishing of labor, material and
equipment entering into the construction of the new Boat Ramp Project at Twin Harbor
Camping Resort in Mount Gilead, NC, on the banks of Lake Tillery.
Complete plans, specifications and contract documents will be available for
inspection in the office of the Twin Harbor Camping Resort in Mount Gilead, NC; in the
offices of Hobbs, Upchurch & Associates, P.A., Southern Pines, North Carolina; in the
offices of the Carolinas Branch of Associated General Contractors, plan room in
Fayetteville; or may be obtained by those qualified and who will make a bid.
The work includes construction of a new two lane boat ramp with floating dock,
asphalt pavement, along with all associated work of this project.
Only single prime bids will be received for general construction and paving
contract. All proposals shall be lump sum. Bidders should clearly indicate on the outside
of the Bid Envelope what contract they are bidding.
All contractors are hereby notified that they must have proper license under the
State laws governing their respective trades.
General contractors are notified that Chaper 87, Article 10, General Statues of
North Carolina, will be observed in receiving and awarding general contracts.
Each proposal shall be accompanied by a cash deposit or a certified check drawn on
' some bank or trust company, insured by the Federal Deposit Insurance Corporation, of an
amount equal to not less than five percent (5 %) of the proposal, or in lieu thereof a bidder
may offer a bid bond of five percent (5%) of the bid executed by a surety company licensed
under the laws of North Carolina to execute the contract in accordance with the bid bond.
Said deposit shall be retained by the owner as liquidated damages in event of failure of the
successful hidder to execute the contract within the days after the award or to give
satisfactory surety as required by law.

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A performance bond and a payment bond will be required for one hundred percent
(100%) of the contract price.
Payment will be made on the basis of ninety-five percent (95%) of monthly
estimates and final payment made upon completion and acceptance of work.
No bid may be withdrawn after the scheduled closing time for the receipt of bids for
a period of 60 days.
The Owner reserves the right to reject any or all bids and to waive informalities.
Mr. Lee Smith, Board President
Board of Directors
Twin Harbor Camping Resort
201 Twin Harbor Drive
Mount Gilead, North Carolina 27306
[phone]
Designer: Hobbs, Upchurch & Associates, P.A.
300 S.W. Broad Street
Southern Pines, NC 28387
[phone] Telephone
[phone] Fax

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BID FORM
Boat Ramp Project
Twin Harbor Camping Resort
Mount Gilead, NC
Contract: General Construction and
Paving Contract
Bidder:
Date:
The undersigned, as bidder, hereby declares that the only person or persons
interested in this proposal as principal or principals is or are named herein and that no
other person than herein mentioned has any interest in this proposal or in the contract to
be entered into; that this proposal is made without connection with any other person,
company or parties making a bid or proposal; and that it is in all respects fair and good
faith without collusion or fraud. The bidder further declares that he has examined the site
of the work and the contract documents relative thereto, and has read all documents
furnished prior to the opening of bids; that he has satisfied himself relative to the work to
be performed.
The Bidder proposes and agrees if this proposal is accepted to contract with the
Twin Harbor Camping Resort of Mount Gilead, NC, in the form of contract specified, to
furnish all necessary materials, equipment, machinery, tools, apparatus, means of
transportation and labor necessary to complete the construction of the boat ramp project
in full and complete accordance with the plans, specifications and contract documents, to
the full and entire satisfaction of the Twin Harbor Camping Resort and Hobbs, Upchurch
& Associates, P.A. with a definite understanding that no money will be allowed for extra
work except as set forth in the contract documents, for the amount of.
General Construction and Paving Contract:
1. Lump Sum Base Bid: Boat Ramp Project - with floating dock,
asphalt pavement, and miscellaneous
associated components, all as shown
and specified -
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The bidder further proposes and agrees hereby to commence work under this contract on
a date to be specified in a written order of the designer. and shall fully complete all work
thereunder within 60 consecutive calendar days from said date. Liquidated damages of
$200 per day shall be paid to the Owner for each day in excess of the above number of
days.
Respectfully submitted this day of
2003.
(Name of firm or corporation making bid)
WITNESS: BY:
(Proprietorship or Partnership)
Title:
(Owner/Partner/President/Vice President)
Address:
ATTEST:
By:
Title:
(Corporate Secretary or Assistant
Secretary only)
(CORPORATE SEAL)
Addendum received and used in computing bid:
Addendum No. 1
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BID BOND
KNOW ALL MEN BY THESE PRESENTS THAT
and
as principal,
as surety, who is duly
licensed to act as surety in North Carolina, are held in firmly bound unto Twin Harbor
Camping Resort of Mount Gilead, NC as obligee, in the penal sum of
DOLLARS, lawful money of the United States of
America, for the payment of which, well and truly to be made, we bind ourselves, our
heirs, executors, administrators, successors and assigns, jointly and severally, firmly by
these presents.
Signed, sealed and dated this
day of
2003.
WHEREAS, the said principal is herewith submitting proposal for
and the principal desires to file this bid bond in lieu of making the
cash deposit as required by G.S. 143-129.
NOW, THEREFORE, THE CONDITION OF THE ABOVE OBLIGATION is
such that if the principal shall be awarded the contract for which the bid is submitted and
shall execute the contract and give bond for the faithful performance thereof within ten
days after the award of same to the principal, then this obligation shall be null and void;
but if the principal fails to so execute such contract and give performance bond as
required by G.S. 143-129, the surety shall, upon demand, forthwith pay to the obligee the
amount set forth in the first paragraph hereof. Provided further, that the bid may be
withdrawn as provided by G.S. 143-129.1
(SEAL)
(SEAL)
(SFIAL)
(SEAL)
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AGREEMENT
THIS AGREEMENT, made this day of , 2003, by and between
Twin Harbor Camping Resort, hereinafter called "Owner", and
doing business as an incorporation, hereinafter called "Contractor".
WITNESSETH: That for and in consideration of the payments and agreements
hereinafter mentioned:
1. The Contractor will commence and complete the construction of Boat
Ramp Project for Twin Harbor Camping Resort of Mount Gilead, NC on
the banks of Lake Tillery.
2. The Contractor will furnish all of the material, supplies, tools, equipment,
labor and other services necessary for the construction and completion of
the Project described herein.
3. The Contractor will commence with Work required by the Contract
Documents within 10 calendar days after the date of the Notice To
Proceed and will complete the same within 60 calendar days unless the
period for completion is extended otherwise by the Contract Documents.
4. The Contractor agrees to perform all of the Work described in the Contract
Documents for the sum of $ , based on quantities
and unit prices as attached.
5. The term "Contract Documents" means and includes the following:
A) Bid Form
B) Agreement
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C) General Conditions and Special Provisions
D) Drawings Prepared by: Hobbs, Upchurch & Associates, P.A., 300
S.W. Broad Street, Southern Pines, North Carolina dated August,
2003.
E) Technical Specifications prepared by: Hobbs, Upchurch &
Associates, P.A., 300 S.W. Broad Street, Southern Pines, North
Carolina dated August, 2003.
F) Addenda:
No.: NA , dated
, 2003
6. The Owner will pay to the Contractor in the manner and at such time as
set forth in the General Conditions such amounts as required by the
Contract Documents.
7. This Agreement shall be binding upon all parties hereto and their
respective heirs, executors, administrators, successors, and assigns.
IN WITNESS WHEREOF, the parties hereto have executed, or caused to be executed by
their duly authorized officials, this Agreement in four copies each of which shall be
deemed an original on the date tirst above written.
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(SEAL)
ATTEST:
OWNER Twin Harbor Camping Resort
BY
NAME
NAME
TITLE
CONTRACTOR
BY
NAME
ADDRESS
(SEAL)
ATTEST:
NAME,
TITLE
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Date of Contract:

PAYMENT BOND
Date of Execution:
Name of Principal:
(Contractor)
I Name of Surety:
Name of Contracting Body:
Amount of Bond:
Project:

KNOW ALL MEN BY THESE PRESENTS, that we, the principal and surety
above named, are held and firmly bound unto the above named contracting body,
hereinafter called the contracting body, in the penal sum of the amount stated above for
the payment of which sum well and truly to be made, we bind ourselves, our heirs,
executors, administrators, and successors, jointly and severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH, that whereas the
principal entered into a certain contract with the contracting body, identified as shown
above and hereto attached:
NOW, THEREFORE, if the principal shall promptly make payment to all persons
supplying labor/material in the prosecution of the work provided for in said contract, and
any and all duly authorized modifications of said contract that may hereafter be made,
notice of which modifications to the sw-ety being hcrcby waived, then this obligation to
be void; otherwise to remain in full force and virtue.

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IN WITNESS WHEREOF, the above-bounded parties have executed this
instrument under this several seals on the date indicated above, the name and corporate
seal of each corporate party being hereto affixed and these presents duly signed by its
undersigned representative, pursuant to authority of its governing body.
Executed in four counterparts.
Witness:
or Branch Office Address
Contractor: (Trade or Corporate Name)
(Proprietorship or Partnership)
By:
Attest: (Corporation) Title:
(Owner, Partner, or Corporate
President or Vice President only)
By:
Title:
(Corporate Secretary or
Assistant Secretary only) (Corporate Seal)
(Surety Company)
Witness:
By:_
Title:
(Attorney in Fact)
Countersigned:
(N.C. Licensed Resident Agent)
Name and Address-Surety Agency
Surety Company Name and N.C. Regional
(Surety Corporate Seal)
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IN WITNESS WHEREOF, the above-bounded parties have executed this
instrument under this several seals on the date indicated above, the name and corporate
seal of each corporate party being hereto affixed and these presents duly signed by its
undersigned representative, pursuant to authority of its governing body.
Executed in four counterparts.
Witness:
or Branch Office Address
Contractor: (Trade or Corporate Name)
(Proprietorship or Partnership)
Attest: (Corporation)
By:
Title:
(Owner, Partner, or Corporate
President or Vice President only)
By:
Title:
(Corporate Secretary or
Assistant Secretary only)
(Corporate Seal)
(Surety Company)
Witness:
Countersigned:
By:_
Title:
(N.C. Licensed Resident Agent)
Name and Address-Surcty Agency
Surety Company Name and N.C. Regional
PERU 13-2
(Attorney in Fact)
(Surety Corporate Seal)

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GENERAL CONDITIONS
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GENERAL CONDITIONS
1. Definitions
2. Additional Instructions and Detail Drawings

3. Schedules Reports and Records
4. Drawings and specifications
5. Shop Drawings
6. Materials, Services and Facilities
7. Inspection and Testing
8. Substitutions
9. Patents
10 ulations
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erm
urveys,
11. Protection of Work, Property, Persons
12. Supervision by Contractor

13. Changes in the Work
14. Changes in Contract Price
15. Time for Completion and Liquidated Damages
16. Correction of Work
17. Subsurface Conditions
18. Suspension of Work, Termination and Delay
19. Payments to Contractor
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21. Insurance

22. Contract Security
23. Assignments
24. Indemnification
25. Separate Contracts
26. Subcontracting
27. Engineer's Authority
28. Land and Rights-of-Way
29. Guarantee
30. Taxes

1. DEFINITIONS:
1.1 Wherever used in the CONTRACT DOCUMENTS, the following terms shall have the
meanings indicated which shall be applicable to both the singular and plural thereof:
1.2 ADDENDA: Written or graphic instruments issued prior to the execution of the Agreement
which modify or interpret the CONTRACT DOCUMENTS, DRAWINGS AND
SPECIFICATIONS, by additions, deletions, clarifications or corrections.
1.3 BID: The offer or proposal of the BIDDER submitted on the prescribed form setting for th
the prices for the WORK to be performed.
1.4 BIDDER: Any person, firm or corporation submitting a BID for the WORK.
1.5 BONDS: Bid, Performance, and Payment Bonds and other instruments of security,
furnished by the CONTRACTOR and his surety in accordance with the CONTRACT
DOCUMENTS.
1.6 CHANGE ORDER: A written order executed by the Owner to the CONTRACTOR
authorizing an addition, deletion, or revision in the WORK within the general scope of the
CONTRACT DOCUMENTS, or authorizing an adjustment in the CONTRACT PRICE or
CONTRACT ITEM.
1.7 CONTRACT DOCUMENTS: The contract, including Advertisement for Bids, Information
for Bidders, Bid, Bid Bond, Agreement, Payment Bond, Performance Bond, Notice of
Award, Notice to Proceed, Change Order, Drawings, Specifications, and Addenda.
1.8 CONTRACT PRICE: The total monies payable to the CONTRACTOR under the terms
and conditions of the CONTRACT DOCUMENTS.
1.9 CONTRACT TIME: The number of calendar days stated in the CONTRACT
DOCUMENTS for the completion of the WORK.
1.10 CONTRACTOR: The person, firm or corporation with whom the OWNER has executed
the Agreement.
1.11 DRAWINGS: The part of the CONTRACT DOCUMENTS which show the characteristics
and scope of the WORK to be performed and which have been prepared or approved by the
ENGINEER.
1.12 ENGINEER: The person, firm or corporation named as such in the CONTRACT
DOCUMENTS.
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1.13 FIELD ORDER: A written order affecting a change in the WORK not involving an
adjustment in the CONTRACT PRICE or an extension of the CONTRACT TIME, issued
by the ENGINEER to the CONTRACTOR during construction.
1.14 NOTICE OF AWARD: The WRITTEN NOTICE of the acceptance of the BID from the
OWNER to the successful BIDDER.
1.15 NOTICE TO PROCEED: Written communication issued by the OWNER to the
CONTRACTOR authorizing him to proceed with the WORK and establishing the date of
commencement of the WORK.
1.16 OWNER: A public or quasi-public body or authority, corporation, association, partnership,
or individual for whom the WORK is to be performed.
1.17 PROJECT: The undertaking to be performed as provided in the CONTRACT
DOCUMENTS.
1.18 RESIDENT PROJECT REPRESENTATIVE: The authorized representative of the
OWNER who is assigned to the PROJECT site or any part thereof.
1.19 SHOP DRAWINGS: ALL DRAWINGS, diagrams, illustrations, brochures, schedules and
other data which are prepared by the CONTRACTOR, a SUBCONTRACTOR,
manufacturer, supplier, or distributor, which illustrate how specific portions of the WORK
shall be fabricated or installed.
1.20 SPECIFICATIONS: A part of the CONTRACT DOCUMENTS consisting of written
descriptions of a technical nature of materials, equipment, construction systems, standards
and workmanship.

1.21 SUBCONTRACTOR: An individual, firm or corporation having a direct contact with the
CONTRACTOR or with any other SUBCONTRACTOR for the performance of a part of
the WORK at the site.
1.22 SUBSTANTIAL COMPLETION: That date as certified by the ENGINEER when the
construction of the PROJECT or a specified part thereof is sufficiently completed, in
accordance with the CONTRACT DOCUMENTS, so that the PROJECT or specified part
can be utilized for the purposes for which it is intended.
1.23 SUPPLEMENTAL GENERAL CONDITIONS: Modifications to General Conditions
required by a Federal agency for participation in the PROJECT and approved by the agency
in writing prior to inclusion in the CONTRACT DOCUMENTS.

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1.24 SUPPLIERS: Any person, supplier or organization who supplies materials or equipment
for the WORK, including that fabricated to a special design, but who does not perform labor
at the site.
1.25 WORK: All labor necessary to produce the construction required by the CONTRACT
DOCUMENTS, and all materials and equipment incorporated or to be incorporated in the
PROJECT.
1.26 WRITTEN NOTICE: Any notice to any part of the Agreement relative to any part of this
Agreement in writing and considered delivered and the service thereof completed, when
posted by certified or registered mail to the said party at his last given address, or delivered
in person to said party or his authorized representative on the WORK.
2. ADDITIONAL INSTRUCTIONS AND DETAIL DRAWINGS:
2.1 The CONTRACTOR may be furnished additional instructions and detail DRAWINGS, by
the ENGINEER, as necessary to carry out the WORK required by the CONTRACT
DOCUMENTS.
2.2 The additional DRAWINGS and instruction thus supplied will become a part of the
CONTRACT DOCUMENTS. The CONTRACTOR shall carry out the WORK in
accordance with the additional detail DRAWINGS and instructions.
3. SCHEDULES REPORTS. AND RECORDS:

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3.1 The CONTRACTOR shall submit to the OWNER such schedule of quantities and costs,
progress schedules, payrolls, reports, estimates, records and other data as the OWNER may
request concerning WORK performed or to be performed.
3.2 Prior to the first partial payment estimate the CONTRACTOR shall submit schedules
showing the order in which he proposed to carry on the WORK, including dates at which he
will start the various parts of the WORK, estimated date of completion of each part, and, as
applicable:
3.2.1 The dates at which special detail DRAWINGS will be required; and
3.2.2 Respective dates for submission of SHOP DRAWINGS, the beginning of manufacture, the
testing and the installation of materials, supplies and equipment.
3.3 The CONTRACTOR shall also submit a schedule of payments that he anticipates he will
earn during the course of the WORK.
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4. DRAWINGS AND SPECIFICATIONS: I
4.1 The intent of the DRAWINGS and SPECIFICATIONS is that the CONTRACTOR shall
furnish all labor, materials, tools, equipment, and transportation necessary for the proper
execution of the WORK in accordance with the CONTRACT DOCUMENTS and all
incidental WORK necessary to complete the PROJECT in an acceptable manner, ready for
use, occupancy or operation by the OWNER.
4.2 In case of conflict between the DRAWINGS and SPECIFICATIONS, the
SPECIFICATIONS shall govern. Figure dimensions on DRAWINGS shall govern over
scale dimensions, and detailed DRAWINGS shall govern over general DRAWINGS.
4.3 Any discrepancies found between the DRAWINGS and SPECIFICATIONS and site
conditions or any inconsistencies or ambiguities in the DRAWINGS or SPECIFICATIONS
shall be immediately reported to the ENGINEER, in writing, who shall promptly correct
such inconsistencies or ambiguities in writing. WORK done by the CONTRACTOR after
his discovery of such discrepancies, inconsistencies, or ambiguities shall be done at the
CONTRACTOR'S risk.
5. SHOP DRAWINGS:
5.1 The CONTRACTOR shall provide SHOP DRAWINGS as may be necessary for the
prosecution of the work as required by the CONTRACT DOCUMENTS. The ENGINEER
shall promptly review all SHOP DRAWINGS. The ENGINEER'S approval of any SHOP
DRAWING shall not release the CONTRACTOR from responsibility for deviations from
the CONTRACT DOCUMENTS. The approval of any SHOP DRAWING which
substantially deviates from the requirements of the CONTRACT DOCUMENTS shall be
evidenced by a CHANGE ORDER.
5.2 When submitted for the ENGINEER'S review, SHOP DRAWINGS shall bear the
CONTRACTOR'S certification that he has reviewed, checked and approved the SHOP
DRAWINGS and that they are in conformance with the requirements of the CONTRACT
DOCUMENTS.
5.3 Portions of the WORK requiring a SHOP DRAWING or sample submission shall not begin
until the SHOP DRAWING or submission has been approved by the ENGINEER. A copy
of each approved SHOP DRAWING and each approved sample shall be kept in good order
by the CONTRACTOR at the site and shall be available to the ENGINEER.
6. MATERIALS, SERVICES AND FACILITIES: 1
6.1 It is understood that, except as otherwise specifically stated in the CONTRACT
DOCUMENTS, the CONTRACTOR shall provide and pay for all materials, labor, tools,
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equipment, water, light, power, transportation, supervision, temporary construction of any
nature, and all other services and facilities of any nature whatsoever necessary to execute,
complete, and deliver the WORK within the specified time.
6.2 Materials and equipment shall be so stored as to insure the preservation of their quality and
fitness for the WORK. Store materials and equipment to be incorporated in the WORK
shall be located so as to facilitate prompt inspection.
6.3 Manufactured articles, materials and equipment shall be applied, installed, connected,
erected, used, cleaned and conditioned as directed by the manufacturer.
6.4 Materials, suppliers and equipment shall be in accordance with samples submitted by the
CONTRACTOR, and approved by the ENGINEER.
6.5 Materials, supplies or equipment to be incorporated into the WORK shall not be purchased
by the CONTRACTOR or the SUBCONTRACTOR subject to a chattel mortgage or under
a conditional sale CONTRACT or other agreement by which an interest is retained by the
seller.
7. INSPECTION AND TESTING:
7.1 All materials and equipment used in the construction of the PROJECT shall be subject to
adequate inspection and testing in accordance with generally accepted standards.
7.2 The CONTRACTOR shall provide, at his expense, the necessary testing and inspection
services required by the CONTRACT DOCUMENTS, unless otherwise provided.
7.3 The OWNER shall provide all other inspection and testing services not required by the
CONTRACT DOCUMENTS.
7.4 If the CONTRACT DOCUMENTS, laws, ordinances, rules, regulations or orders of any
public authority having jurisdiction required any WORK to specifically be inspected, tested,
or approved by someone other than the CONTRACTOR, the CONTRACTOR will give the
ENGINEER timely notice of readiness. The CONTRACTOR will then furnish the
ENGINEER the required certificates of inspection, testing, or approval.
7.5 Neither observations by the ENGINEER nor inspections, tests or approval by persons other
than the CONTRACTOR shall relieve the CONTRACTOR from his obligations to perform
the WORK in accordance with the requirements of the CONTRACT DOCUMENTS.
7.6 The ENGINEER and his representatives will at all times have access to the WORK. In
addition, authorized representatives and agents of any participating Federal or state agency
shall be permitted to inspect all WORK, materials, payrolls, records of personnel, invoices
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of materials, and other relevant data and records. The CONTRACTOR will provide proper
facilities for such access and observation of the WORK and also for any inspection, or
testing thereof. r
7.7 If any WORK is covered contrary to the written request of the ENGINEER it must, if
requested by the ENGINEER, be uncovered for his observation and replaced at the
CONTRACTOR'S expense.
7.8 If any WORK has been covered which the ENGINEER has not specifically requested to
observe prior to its being covered, or if the ENGINEER considers it necessary or advisable
that covered WORK be inspected or tested by others, the CONTRACTOR at the
ENGINEER'S request, will uncover, expose or otherwise make available for observation,
inspection or testing as the ENGINEER may require, that portion of the WORK in question,
furnishing all necessary labor, materials, tools, and equipment. If it is found that such
WORK is defective, the CONTRACTOR will bear all expenses of such uncovering,
exposure, observation, inspection and testing and of satisfactory reconstruction. If,
however, such WORK is not found to be defective, the CONTRACTOR will be allowed an
increase in the CONTRACT PRICE or an extension of the CONTRACT TIME, or both,
directly attributable to such uncovering, exposure, observation, inspection, testing and
reconstruction and an appropriate CHANGE ORDER shall be issued.
8. SUBSTITUTIONS:
8.1 Whenever a material, article or piece of equipment is identified on the DRAWINGS or
SPECIFICATIONS by reference to brand name or catalogue number, it shall be understood
that this is referenced for the purpose of defining the performance or other salient
requirements and that other products of equal capacities, quality and function shall be
considered. The CONTRACTOR may recommend the substitution of a material, article or
piece of equipment of equal substance and function for those referred to in the
CONTRACT DOCUMENTS by reference to brand name or catalogue number, and if, in
the opinion of the ENGINEER, such material, article, or piece of equipment is of equal
substance and function to that specified, the ENGINEER may approved its substitution and
use by the CONTRACTOR. Any cost differential shall be deductible from the
CONTRACT PRICE and the CONTRACT DOCUMENTS shall be appropriately modified
by CHANGE ORDER. The CONTRACTOR warrants that if substitutes are approved, no
major changes in the function or general design of the PROJECT will result. Incidental
changes or extra component parts required to accommodate the substitute will be made by
the CONTRACTOR without a change in the CONTRACT PRICE or CONTRACT TIME.
9. PATENTS:
9.1 The CONTRACTOR shall pay all applicable royalties and license fees. He shall defend all
suits or claims for infringement of any patent rights and save the OWNER harmless from
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loss on account thereof, except that the OWNER shall be responsible for any such lobs
when a particular process, design, or the product of a particular manufacturer or
manufacturers is specified, but if the CONTRACTOR has reason to believe that the design,
process or product specified is an infringement of a patent, he shall be responsible for such
loss unless he promptly gives such information to the ENGINEER.
W 10. SURVEYS, PERMITS, REGULATIONS:
10.1 The OWNER shall furnish all land surveys and establish all base lines for locating the
principal component parts of the WORK together with a suitable number of bench marks
adjacent to the WORK as shown in the CONTRACT DOCUMENTS. From the
information provided by the OWNER, unless otherwise specified in the CONTRACT
DOCUMENTS, the CONTRACTOR shall develop and make all detail surveys needed for
construction such as slop stakes, batter boards, stakes for pile locations and other working
points, lines, elevations and cut sheets.
10.2 The CONTRACTOR shall carefully preserve bench marks, reference points and stakes and,
in case of willful or careless destruction, he shall be responsible for any mistakes that may
be caused by the unnecessary loss of disturbance.
10.3 Permits and licenses of a temporary nature necessary for the prosecution of the WORK shall
be secured and paid for by the CONTRACTOR. Permits, licenses and easements for
permanent structures or permanent changes in existing facilities shall be secured and paid
for by the OWNER, unless otherwise specified. If the CONTRACTOR observes that the
CONTRACT DOCUMENTS are at variance with such permits, licenses or easements, he
shall promptly notify the ENGINEER in writing, and any necessary changes shall be
adjusted as provided in Section 13, CHANGES IN THE WORK.
11. PROTECTION OF WORK, PROPERTY AND PERSONS:
11.1 The CONTRACTOR will be responsible for initiating, maintaining and supervision all
safety precautions and programs in connection with the WORK. He will take all necessary
precautions for the safety of, and will provide the necessary protection to prevent damage,
injury or loss to all employees on the WORK and all materials or equipment to be
incorporated therein, whether in storage on or off the site, and other property at the site or
adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, and
utilities not designated for removal, relocation or replacement in the course of constriction.
11.2 The CONTRACTOR will comply with all applicable laws, ordinances, rules, regulations
{ and orders of any public body having jurisdiction. He will erect and maintain, as required
by the conditions and progress of the WORK, all necessary safeguards for safety and
protection. He will notify owners of adjacent utilities when prosecution of the WORK may
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affect them. The CONTRACTOR will remedy all damage, injury or loss to any property
caused.
11.3 In emergencies affecting the safety of person or the WORK or property at the site or
adjacent thereto, the CONTRACTOR, without special instruction or authorization from the
ENGINEER or OWNER, shall act to prevent threatened damage, injury or loss. He will
give the ENGINEER prompt WRITTEN NOTICE of any significant changes in the WORK
or deviations from the CONTRACT DOCUMENTS caused thereby, and a CHANGE
ORDER shall thereupon be issued covering the changes and deviations involved.
12. SUPERVISION OF CONTRACTOR:
12.1 The CONTRACTOR will supervise and direct the WORK. He will be solely responsible
for the means, methods, techniques, sequences and procedures of construction. The
CONTRACTOR will employ and maintain on the WORK a qualified supervisor or
superintendent who shall have been designated in writing by the CONTRACTOR as the
CONTRACTOR'S representative at the site. The supervisor shall have full authority to act
on behalf of the CONTRACTOR and all communications given to the supervisor shall be
as binding as if given to the CONTRACTOR. The supervisor shall be present on the site at
all times as required to perform adequate supervision and coordination of the WORK.
13. CHANGES IN THE WORK:
13.1 The OWNER may at any time, as the need arises, order changes within the scope of the
WORK without invalidating the Agreement. If such changes increase or decrease the
amount due under the CONTRACT DOCUMENTS, or in the time required for
performance of the WORK, an equitable adjustment shall be authorized by CHANGE
ORDER.
13.2 The ENGINEER also may, at any time, by issuing a field order, make changes in the details
of the WORK. The CONTRACTOR shall proceed with the performance of any changes in
the WORK so ordered by the ENGINEER unless the CONTRACTOR believes that such
field order entitles him to a change in CONTRACT PRICE or time, or both, in which event
he shall give the ENGINEER WRITTEN NOTICE thereof within fifteen (15) days after the
receipt of the ordered change, and the CONTRACTOR shall not execute such changes
pending the receipt of an executed CHANGE ORDER or further instruction from the
OWNER.
14. CHANGES IN CONTRACT PRICE:
14.1 The CONTRACT PRICE may be changed only by a CHANGE ORDER. The value of any
WORK covered by a CHANGE ORDER or of any claim for increase or decrease in the
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CONTRACT PRICE shall be determined by one or more of the following methods in the
order of precedence listed below:
(a) Unit prices previously approved.
(b) An agreed lump sum.
(c) The actual cost for labor, direct overhead, materials, supplies, equipment and other
services necessary to complete the WORK. In addition, there shall be added an
amount to be agreed upon but not to exceed fifteen (15) percent of the actual cost Of
the WORK to cover the cost of general overhead and profit.
TIME FOR COMPLETION AND LIQUIDATED DAMAGES:
The date of beginning and the time for completion of the WORK are essential conditions of
the CONTRACT DOCUMENTS and the WORK embraced shall be commenced on a date
specified in the NOTICE TO PROCEED. OWNER and CONTRACTOR acknowledge
that the OWNER will incur damages if CONTRACTOR fails to perform all of its
obligations as set forth herein within the time specified. The parties further acknowledge
that the damages which might be reasonably anticipated are difficult to ascertain due to their
indefiniteness and uncertainty. Consequently, the parties agree that CONTRACTOR shall
pay the OWNER liquidated damages in the amount stated in the bid documents for each day
CONTRACTOR is late in completing all of its obligations as set forth in the Agreement.
The CONTRACTOR will proceed with the WORK at such rate of progress to insure full
completion within the CONTRACT TIME. It is expressly understood and agreed, by and
between the CONTRACTOR and the OWNER, that the CONTRACT TIME for the
completion of the WORK described herein is a reason able time, taking into consideration
the average climatic and economic conditions and other factors prevailing in the locality of
the WORK.
15.3 If the CONTRACTOR shall fail to complete the WORK within the CONTRACT TIME, or
extension of time granted by the OWNER, then the CONTRACTOR will pay to the
OWNER the amount for liquidated damages as specified in the BID for each calendar day
that the CONTRACTOR shall be in default after the time stipulated in the CONTRACT
DOCUMENTS.
15.4 The CONTRACTOR shall not be charged with liquidated damages or any excess cost when
the delay in completion of the WORK is due to the following, and the CONTRACTOR has
promptly given WRITTEN NOTICE of such delay to the OWNER or ENGINEER:
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15.4.1 To any preference, priority or allocation order duly issued by the OWNER.
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15.4.2 To unforeseeable causes beyond the control and without the fault or negligence of the '
CONTRACTOR, including but not restricted to, acts of God, or of the public enemy, acts of
the OWNER, acts of another CONTRACTOR in the performance of a CONTRACT with
the OWNER, fires, floods, epidemics, quarantine restrictions, strikes, freight embargoes,
and abnormal and unforeseeable weather; and
15.4.3 To any delays of SUBCONTRACTORS occasioned by any of the causes specified in
paragraphs 15.4.1 and 15.4.2 of this article.
16. CORRECTION OF WORK:
16.1 The CONTRACTOR shall promptly remove from the premises all WORK rejected by the
ENGINEER for failure to comply with the CONTRACT DOCUMENTS, whether
incorporated in the construction or not, and the CONTRACTOR shall promptly replace and
re-execute the WORK in accordance with the CONTRACT DOCUMENTS and without
expense to the OWNER and shall bear the expense of making good all WORK of other
CONTRACTORS destroyed or damaged by such removal or replacement.
16.2 All removal and replacement WORK shall be done at the CONTRACTORS expense. If
the CONTRACTOR does not take action to remove such rejected WORK within ten (10)
days after receipt of WRITTEN NOTICE, the OWNER may remove such WORK and store
the materials at the expense of the CONTRACTOR.
17. SUBSURFACE CONDITIONS: ,
17.1 The CONTRACTOR shall promptly, and before such conditions are disturbed, except in
the event of an emergency, notify the OWNER by WRITTEN NOTICE of.
17.1.1 Subsurface or latent physical conditions at the site differing materially from those indicated
in the CONTRACT DOCUMENTS; or
17.1.2 Unknown physical conditions at the site, of an unusual nature, differing materially from
those ordinarily encountered and generally recognized as inhering in WORK of the
character provided for in the CONTRACT DOCUMENTS.
17.2 The OWNER shall promptly investigate the conditions and if he finds that such conditions
do so materially differ and cause an increase or decrease in the cost of, or in the time
required for, performance of the WORK, an equitable adjustment hereunder shall be made
and the CONTRACT DOCUMENTS shall be modified by a CHANGE ORDER. Any
claim of the CONTRACTOR for adjustment hereunder shall not be allowed unless he has
given the required WRITTEN NOTICE: provided that the OWNER may, if he determines
the facts so justify, consider and adjust any such claims asserted before the date of final
payment.
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18. SUSPENSION OF WORK, TERMINATION AND DELAY:
18.1 The OWNER may, at any time and without cause, suspend the WORK or any portion
thereof for a period of not more than ninety days or such further time as agreed upon by the
CONTRACTOR, by WRITTEN NOTICE to the CONTRACTOR and the ENGINEER
which notice shall fix the date on which WORK will be resumed. The CONTRACTOR
will resume that WORK on the date so fixed. The CONTRACTOR will be allowed i nn
increase in the CONTRACT PRICE or an extension of the CONTRACT TIME, or both,
directly attributable to any suspension.
18.2 If the CONTRACTOR is adjudged a bankrupt or insolvent, or if he makes a general
assignment for the benefit of his creditors, or if a trustee or receiver is appointed for the
CONTRACTOR or for any of his property, or if he files a petition to take advantage of any
debtor's act, or to reorganize under the bankruptcy or applicable laws, or if he repeatedly
fails to supply sufficient skilled workmen or suitable materials or equipment, or if he
repeatedly fails to make prompt payments to SUBCONTRACTORS or for labor, materials
or equipment or if he disregards laws, ordinances, rules regulations, or orders of any public
body having jurisdiction of the WORK or if he disregards the authority of the ENGINEER,
or if he otherwise violates any provision of the CONTRACT DOCUMENTS, then the
OWNER may, without prejudice to any other right or remedy and after giving the
CONTRACTOR and his surety a minimum of ten (10) days from delivery of a WRITTEN
NOTICE, terminate the services of the CONTRACTOR and take possession of the
PROJECT and of all materials, equipment, tools, construction equipment and machine$y
thereon owned by the CONTRACTOR, and finish the WORK by whatever method he in 4y
deem expedient. In such case the CONTRACTOR shall not be entitled to receive any
further payment until the WORK is finished. If the unpaid balance of the CONTRACT
PRICE exceeds the direct and indirect costs of completing the PROJECT, including
compensation for additional professional service, such excess shall be paid to the
CONTRACTOR. If such costs exceed such unpaid balance, the CONTRACTOR will pay
the difference to the OWNER. Such costs incurred by the OWNER will be determined by
the ENGINEER and incorporated in a CHANGE ORDER.
18.3 Where the CONTRACTOR'S services have been so terminated by the OWNER, said
termination shall not affect any right of the OWNER against the CONTRACTOR than
existing or which may thereafter accrue. Any retention or payment of monies by the
OWNER due the CONTRACTOR will not release the CONTRACTOR from compliance
with the CONTRACT DOCUMENTS.
18.4 After ten (10) days from delivery of a WRITTEN NOTICE to the CONTRACTOR and the
ENGINEER, the OWNER may, without cause and without prejudice to any other right of
remedy, elect to abandon the PROJECT and terminate the CONTRACT. In such case, the
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CONTRACTOR shall be paid for all WORK executed and any expense sustained plus
reasonable profit.
18.5 If, through no act or fault of the CONTRACTOR, the WORK is suspended for a period of '
more than ninety (90) days by the OWNER or under an order of court or other public
authority, or the ENGINEER fails to act on any request for payment within thirty (30) days
after it is submitted, or the OWNER fails to pay the CONTRACTOR substantially the sum
approved by the ENGINEER or awarded by arbitrators within thirty (30) days of its
approval and presentation, then the CONTRACTOR may, after ten (10) days from delivery
of a WRITTEN NOTICE to the OWNER and the ENGINEER, terminate the CONTRACT
and recover from the OWNER payment for all WORK executed and all expenses sustained. ,
In addition and in lieu of terminating the CONTRACT, if the ENGINEER has failed to act
on a request for payment or if the OWNER has failed to make any payment as aforesaid, the
CONTRACTOR may upon ten (10) days notice to the OWNER and the ENGINEER stop
the WORK until he has been paid all amounts then due in which even and upon resumption
of the WORK, CHANGE ORDERS shall be issued for adjusting the CONTRACT PRICE
or extending the CONTRACT TIME or both to compensate for the costs and delay '
attributable to the stoppage of WORK.
18.6 If the performance of all or any portion of the WORK is suspended, delayed, or interrupted '
as a result of a failure of the OWNER or ENGINEER to act within the time specified in the
CONTRACT DOCUMENTS, or if no time is specified, within a reasonable time, an
adjustment in the CONTRACT PRICE or an extension of the CONTRACT TIME, or both, '
shall be made by CHANGE ORDER to compensate the CONTRACTOR for the costs and
delays necessarily caused by the failure of the OWNER or ENGINEER.
19. PAYMENTS TO CONTRACTOR:
19.1 At least ten days before each progress payment falls due (but not more often than once a '
month), the CONTRACTOR will submit to the ENGINEER a partial payment estimate
filled out and signed by the CONTRACTOR covering the WORK performed during the
period covered by the partial payment estimate and supported by such data as the '
ENGINEER may reasonably require. If payment is requested on the basis of materials and
equipment not incorporated in the WORK but delivered and suitably stored at or near the
site, the partial payment estimate shall also be accompanied by such supporting data,
'
satisfactory to the OWNER, as will establish the OWNER'S title to the material and
equipment and protect his interest therein, including applicable insurance. The ENGINEER

will, within ten days after receipt of each partial payment estimate, either indicate in writing '
his approval of payment and present the partial payment estimate to the OWNER, or return
the partial payment estimate to the CONTRACTOR indicating in writing his reasons for

refusing to approve payment. In the latter case, the CONTRACTOR may make the '
necessary corrections and resubmit the partial payment estimate. The OWNER will, within
ten days of presentation to him of an approval partial payment estimate, pay the '
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' CONTRACTOR a progress payment on the basis of the approved partial payment estimate.
The OWNER shall retain ten (10%) percent of the amount of each payment until final
' completion and acceptance of all WORK covered by the CONTRACT DOCUMENTS.
The OWNER at any time, however, after fifty (50%) percent of the WORK has been
completed, if he finds that satisfactory progress is being made, shall reduce retainage to five
' (5%) percent on the current and remaining estimates. On completion and acceptance of la
part of the WORK on which the price is stated separately in the CONTRACT
' DOCUMENTS, payment may be made in full, including retained percentages, less
authorized deductions.
' The CONTRACTOR shall use his Standard Estimate Form for all partial payments. This form
shall include a lien waiver statement including, but not limited to, all labor and materials.
19.2 The request for payment may also include an allowance for the cost of such major materials
and equipment which are suitably stored either at or near the site.
19.3 All WORK covered by partial payment made shall thereupon become the sole property of
the OWNER, but this provision shall not be construed as relieving the CONTRACTOR of
' the sole responsibility for the care and protection of the WORK upon which payments have
been made or the restoration of any damaged WORK, or as a waiver of the right of the
OWNER to require the fulfillment of all terms of the CONTRACT DOCUMENTS.
' 19.4 Upon completion and acceptance of the WORK, the ENGINEER shall issue a certificate
attached to the final payment request that the WORK has been accepted by him under the
conditions of the CONTRACT DOCUMENTS. The entire balance found to be due the
CONTRACTOR, including the retained percentages, but except such sums as may be
lawfully retained by the OWNER, shall be paid to the CONTRACTOR within thirty (30)
' days of completion and acceptance of the WORK.
' 19.5 The CONTRACTOR will indemnify and save the OWNER or the OWNER'S agents
harmless from all claims growing out of the lawful demands of SUB CONTRACTORS,
laborers, workmen, mechanics, material men, and furnishers of machinery and parts thereof,
equipment, tools, and all supplies, incurred in the furtherance of the performance of the
WORK. The CONTRACTOR shall, at the OWNER'S request, furnish satisfactory
evidence that all obligations of the nature designated above have been paid, discharged, or
waived. If the CONTRACTOR fails to do so the OWNER may, after having notified the
CONTRACTOR, either pay unpaid bills or withhold from the CONTRACTOR'S unpaid
compensation a sum of money deemed reasonably sufficient to pay any and all such lawful
' claims until satisfactory evidence is furnished that all liabilities have been fully discharged
whereupon payment to the CONTRACTOR shall be resumed, in accordance with the terms
of the CONTRACT DOCUMENTS, but in no event shall the provisions of this sentence be
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construed to impose any obligations upon the OWNER to either the CONTRACTOR, his
Surety, or any third party.
19.6 If the OWNER fails to make payment 30 days after approval by the ENGINEER, in
addition to other remedies available to the CONTRACTOR, there shall be added to each
such payment interest at the maximum legal rate commencing on the first day after said
payment is due and continuing until the payment is received by the CONTRACTOR.
20. ACCEPTANCE OF FINAL PAYMENT AS RELEASE:
20.1 The acceptance by the CONTRACTOR as final payment shall be and shall operate as a
release to the OWNER of all claims and liability to the CONTRACTOR other than claims
in stated amounts as may be specifically excepted by the CONTRACTOR for all things
done or furnished in connection with this WORK and for every act and neglect of the
OWNER and others relating to or arising out of the WORK. Any payment, however, final
or otherwise, shall not release the CONTRACTOR or his sureties from any obligations
under the CONTRACT DOCUMENTS or the Performance Bond and Payment Bonds.
21. INSURANCE:
21.1 The CONTRACTOR shall purchase and maintain such insurance as will protect him from
claims set forth below which may arise out of or result from the CONTRACTOR'S
execution of the WORK, whether such execution be by himself or by anyone for whose acts
any of them may be liable:
21.1.1 Claims under workmen's compensation, disability benefit and other similar employee
benefit acts;
21.1.2 Claims for damages because of bodily injury, occupation sickness or disease, or death of his
employees;
21.1.3 Claims for damages because of bodily injury, sickness or disease, or death of any person
other than his employees;
21.1.4 Claims for damage insured by personal injury liability coverage which are sustained (1) by
any persons as a result of an offense directly or indirectly related to the employment of such
person by the CONTRACTOR, or (2) by any other person; and
21.1.5 Claims for damages because of injury to or destruction of tangible property, including loss
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21.2 Certificates of Insurance acceptable to the OWNER shall be filed with the OWNER prior to '
commencement of the WORK. These Certificates shall contain a provision that coverages
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afforded under the policies will not be canceled unless at least fifteen (15) days prior
WRITTEN NOTICE has been given to the OWNER.
21.3 The CONTRACTOR shall procure and maintain, at his own expense, during the
CONTRACT TIME, liability insurance as hereinafter specified;
21.3.1 CONTRACTOR'S General Public Liability and Property Damage Insurance including
vehicle coverage issued to the CONTRACTOR and protecting him from all claims for
personal injury, including death, and all claims for destruction of or damage to property,
arising out of or in connection with any operations under the CONTRACT DOCUMENTS,
whether such operations be by himself or by any SUBCONTRACTOR under him, or
anyone directly or indirectly employed by the CONTRACTOR or by a
SUBCONTRACTOR under him. Insurance shall be written with a limit of liability of not
less than $500,000 for all damages arising out of bodily injury, including death, at any time
resulting therefrom, sustained by any one person in any one accident; and a limit of liability
of not less than $1,000,000 for any such damages sustained by two or more persons in any
one accident. Insurance shall be written with a limit of liability of not less than $200,000
for all property damage sustained by any one person in any one accident; and a limit of
liability of not less than $200,000 for any such damage sustained by two or more persons in
any one accident.
21.3.2 The CONTRACTOR shall acquire and maintain, if applicable, Fire and Extended Coverage
insurance upon the PROJECT to the full insurable value thereof for the benefit of the
OWNER, the CONTRACTOR, and SUBCONTRACTORS as their interest may appear.
This provision shall in no way release the CONTRACTOR or CONTRACTOR'S surety
from obligations under the CONTRACT DOCUMENTS to fully complete the PROJECT.
21.4 The CONTRACTOR shall procure and maintain, at his own expense during the
CONTRACT TIME, Workmens Compensation Insurance in accordance with the provisions
of the laws of the state in which the WORK is contracted. The CONTRACTOR shill
require such SUBCONTRACTOR similarly to provide Workmen's Compensation
Insurance. In case any class of employees engaged in hazardous WORK under this
CONTRACT at the site of the PROJECT is not protected under Workmen's Compensation
statute, the CONTRACTOR shall provide, and shall cause each SUBCONTRACTOR to
provide, adequate and suitable insurance for the protection of his employees not otherwise
protected.
21.5 The CONTRACTOR shall secure, if applicable, "All Risk" type Builder's Risk Insurance
for WORK to be performed. Unless specifically authorized by the OWNER, the amount of
such insurance shall not be less than the CONTRACT PRICE totaled in the BID. The
policy shall cover not less than the losses due to fire, explosion, hail, lightning, vandalism,
malicious mischief, wind, collapse, riot, aircraft, and smoke during the CONTRACT
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TIME, and until the WORK is accepted by the OWNER. The policy shall name as the f
insured the CONTRACTOR, the ENGINEER, and.the OWNER.
22. CONTRACT SECURITY: '
22.1 The CONTRACTOR shall within ten (10) days after the receipt of the NOTICE OF
AWARD furnish the OWNER with a Performance Bond and a Payment Bond in penal
sums equal to the amount of the CONTRACT PRICE, conditioned upon the performance
by the CONTRACTOR of all undertakings, covenants, terms, conditions, and agreements
of the CONTRACT DOCUMENTS, and upon the prompt payment by the CONTRACTOR
to all persons supplying labor and materials in the prosecution of the WORK provided by
the CONTRACT DOCUMENTS. Such BONDS shall be executed by the CONTRACTOR '
and a corporate bonding company licensed to transact such business in the state in which
the WORK is to be performed and named on the current list of "Surety Companies
Acceptable on Federal Bonds" as published in the Treasury Department Circular Number
570. The expense of these BONDS shall be borne by the CONTRACTOR. If at any time a
surety on any such BOND is declared bankrupt or loses its right to do business in the state '
in which the WORK is to be performed or is removed from the list of Surety Companies
accepted on Federal BONDS, CONTRACTOR shall within ten (10) days after notice from
the OWNER to do so, substitute an acceptable BOND (or BONDS) in such form and sum
and signed by such other surety or sureties as may be satisfactory to the OWNER. The
premiums on such BOND shall be paid by the CONTRACTOR. No further payments shall
be deemed due nor shall be made until the new surety or sureties shall have furnished an '
acceptable BOND to the OWNER.
23. ASSIGNMENTS: '
23.1 Neither the CONTRACTOR nor the OWNER shall sell, transfer, assign or otherwise
dispose of the CONTRACT or any portion thereof, or of this right, title or interest therein or
his obligations thereunder, without written consent of the other party.
24. INDEMNIFICATION: '
24.1 The CONTRACTOR will indemnify and hold harmless the OWNER and the ENGINEER
and their agents and employees from and against all claims, damages, losses and expenses '
including attorney's fees arising out of or resulting from the performance of the WORK,
provided that any such claims, damage, loss or expense is attributable to bodily injury, ,
sickness, disease or death, or to injury to or destruction of tangible property, including the
loss of use resulting therefrom; and is caused in whole or in part by any negligent or willful
act or omission of the CONTRACTOR, and SUBCONTRACTOR, anyone directly or ,
indirectly employed by any of them or anyone for whose acts any of them may be liable.

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24.2 In any and all claims against the OWNER or the ENGINEER, or any of their agents or
employees, by any employee of the CONTRACTOR, any SUBCONTRACTOR, anyone
directly or indirectly employed by any of them, or anyone for whose acts any of them may
be liable, the indemnification obligation shall not be limited in any way by any limitation on
the amount or type of damages, compensation or benefits payable by or for the
CONTRACTOR, or any SUBCONTRACTOR under workmen's compensation acts,
disability benefit acts or other employee benefit acts.
24.3 The obligation of the CONTRACTOR under this paragraph shall not extend to the liability
of the ENGINEER, his agents or employees arising out of the preparation or approval of
maps, drawings, opinions, reports, surveys, change orders, designs or specifications.
25. SEPARATE CONTRACTS:
25.1 The OWNER reserves the right to let other contracts in connection with this PROJECT.
The CONTRACTOR shall afford other CONTRACTORS reasonable opportunity for the
introduction and storage of their materials and the execution of their WORK, and shall
properly connect and coordinate his WORK with theirs. If the proper execution or results
of any part of the CONTRACTOR'S WORK depends upon the WORK of any other
CONTRACTOR, the CONTRACTOR shall inspect and promptly report to the ENGINEER
any defects in such WORK that render it unsuitable for such proper execution and results.
25.2 The OWNER may perform additional WORK related to the PROJECT by himself, or he
may let other contracts containing provisions similar to these. The CONTRACTOR will
afford the other CONTRACTORS who are parties to such Contracts (or the OWNER, if he
is performing the additional WORK himself), reasonable opportunity for the introduction
and storage of materials and equipment and the execution of WORK, and shall properly
connect and coordinate his WORK with theirs.
25.3 If the performance of additional WORK by other CONTRACTORS or the OWNER is riot
noted in the CONTRACT DOCUMENTS prior to the execution of the CONTRACT,
WRITTEN NOTICE thereof shall be given to the CONTRACTORS prior to starting any
such additional WORK. If the CONTRACTOR believes that the performance of such
additional WORK by the OWNER or others involves him in additional expense or entitles
him to an extension of the CONTRACT TIME, he may make a claim therefore as provided
in Sections 14 and 15.
1 26. SUBCONTRACTING:
' 26.1 The CONTRACTOR may utilize the services of specialty SUBCONTRACTORS on those
parts of the WORK which, under normal contracting practices, are performed by specialty
SUBCONTRACTORS.
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26.2 The CONTRACTOR shall not award WORK to SUBCONTRACTOR(S) in excess of fifty
percent of the CONTRACT PRICE without prior written approval of the OWNER.
26.3 The CONTRACTOR shall be fully responsible to the OWNER for the acts and omissions
of his SUBCONTRACTORS, and of persons either directly or indirectly employed by
them, as he is for the acts and omissions of persons directly employed by him.
26.4 The CONTRACTOR shall cause appropriate provisions to be inserted in all
SUBCONTRACTS relative to the WORK to bind SUBCONTRACTORS to the
CONTRACTOR by the terms of the CONTRACT DOCUMENTS insofar as applicable to
the WORK of SUBCONTRACTORS and to give the CONTRACTOR the same power as
regards terminating any subcontract that the OWNER may exercise over the
CONTRACTOR under any provision of the CONTRACT DOCUMENTS.
26.5 Nothing contained in this CONTRACT shall create any contractual relation between any
SUBCONTRACTOR and the OWNER.
27. ENGINEERS AUTHORITY:
27.1 The ENGINEER shall act as the OWNER'S representative during the construction period.
He shall decide questions which may arise as to quality and acceptability of materials
furnished and WORK performed. He shall interpret the intent of the CONTRACT
DOCUMENTS in a fair and unbiased manner. The ENGINEER will make visits to the site
and determine if the WORK is proceeding in accordance with the CONTRACT
DOCUMENTS.
27.2 The CONTRACTOR will be held strictly to the intent of the CONTRACT DOCUMENTS
in regard to the quality of materials, workmanship and execution of the WORK.
Inspections may be made at the factory or fabrication plant of the source of material supply.
27.3 The ENGINEER will not be responsible for the construction means, controls, techniques,
sequences, procedures, or construction safety.
27.4 The ENGINEER shall promptly make decisions relative to interpretation of the
CONTRACT DOCUMENTS.
28. LAND AND RIGHTS-OF-WAY:
28.1 Prior to issuance of NOTICE TO PROCEED, the OWNER shall obtain all land and
rights-of-way necessary for carrying out and for the completion of the WORK to be
performed pursuant to the CONTRACT DOCUMENTS, unless otherwise mutually agreed.
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28.2 The OWNER shall provide to the CONTRACTOR information which delineates and
describes the lands owned and rights-of-way acquired.
28.3 The CONTRACTOR shall provide at his own expense and without liability to the OWNER
any additional land and access thereto that the CONTRACTOR may desire for temporary
construction facilities, or for storage of materials.
29. GUARANTY:
29.1 The CONTRACTOR shall guarantee all materials and equipment furnished and WORK
performed for a period of one (1) year from the date of SUBSTANTIAL COMPLETION.
The CONTRACTOR warrants and guarantees for a period of one year from the date :of
SUBSTANTIAL COMPLETION of the system that the completed system is free from all
defects due to faulty materials or workmanship and the CONTRACTOR shall promptly
make such corrections as may be necessary by reason of such defects including the repairs
of any damage to other parts of the system resulting from such defects. The OWNER will
give notice of observed defects with reasonable promptness. In the event that the
CONTRACTOR should fail to make such repairs, adjustments, or other WORK that may
be made necessary by such defects, the OWNER may do so and charge the
CONTRACTOR the cost thereby incurred. The Performance Bond shall remain in frill
force and effect through the guarantee period.
1 30. TAXES:

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30.1 The CONTRACTOR will pay all sales, consumer, use and other.similar taxes required by
the law of the place where the WORK is performed. The CONTRACTOR shall provide
along with each pay request a list of all sales taxes paid, including County in which paid, for
all materials incorporated into this project.
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SPECIAL PROVISIONS
01. COMPLETION TIME:
Work shall be commenced with adequate forces on the date stipulated in the Date of Availability
and the Project shall be fully completed within 60 consecutive calendar days. The time of 60 days
is sufficient to complete all work required.
02. LIQUIDATED DAMAGES:
Should the Contractor exceed the time limitations as set forth above, liquidated damages shall be
assessed against the Contractor at the rate of $200.00 per day. In addition, the Contractor will be
responsible for additional inspection costs incurred by the Owner for the time by which the contra
is exceeded.
03. EXISTING SITE CONDITIONS:
The Contractor shall satisfy himself as to the existing site conditions prior to bidding the project.
The Contractor shall be responsible for maintaining a workable site condition during the exeeutio
of this contract.
04. SURFACE CONDITIONS:
The Contractor shall be responsible for removal of rock encountered on the job and shall inclu
in his bid consideration for rock excavation. No separate payment for rock excavation will be
made.
05. LOCATION OF EXISTING UTILITIES:
The Contractor shall contact the Electric Power Company, Gas Company, Telephone Company
and Cable Television Company for the exact locations of all underground mains, cables or line
before construction begins.
06. CONTRACTOR SUPERINTENDENT:
The Contractor shall submit a letter giving the name and home and work phone numbers of both
on-site superintendent and the company point of contact. The superintendent is required to be on
site during any phase of work by the Contractor and or any Sub-Contractor.
07. WORK SCHEDULE:
Prior to commencing work, the Contractor will submit to the Engineer a schedule: delineating the
order in which the project will be installed and approximate beginning dates for each work activi
The Prime Contractor shall perform at least 50% of the on-site work.
Se-1
08. _ SAFETY REOUIREMENTS:
All Contractor personnel on the job site will be required to wear hard hats, safety glasses, safety
vests, and hard sole shoes. No tennis shoes will be allowed.
09. TRAFFIC CONTRO
Prior to beginning work on a particular street, the Contractor is required to obtain adequate traffic
control items and submit a work zone control sketch to the Owner and Engineer.
3 10. SUBMITTALS:,
Approval by the Engineer of all shop drawings and submittals will be obtained before the
Contractor is allowed to begin work.
11. POINT OF CONTACTt
All Contractor personnel will use the Engineer as a point of contact on matters concerning the
contract after award.
12. SHOP DRAWINGS:
Five (5) copies of Shop drawings shall be submitted for all materials. Manufacturer's certifications
shall-, be submitted certifying- that the articulated concrete mats meet the project specifications.
Concrete mix designs, and bituminous concrete plant mix designs shall be submitted to the Engineer
for approval. None of the above listed materials shall be used on the projects unless the Engineer
has given the necessary approval for that particular material. The Contractor shall submit five sets
of all certifications, and mix designs' required within this contract.
13. PAY BEQUESTS;
All pay requests shall be submitted to the Engineer by the 20th of the month to receive payment for
the months' work.
14. UTILITY CROSSINGS:
The Contractor shall be responsible for contacting the Owner to accurately determine the location of
any water mains, water services and sewer force mains within the project area. The Contractor shall
take extreme caution in excavating around the service lines and mains while working within this
project. Any damage to the mains or service lines shall be the responsibility of the Contractor.
15. ADJUSTMENT OF UTILITIES:
The 'Contractor shall be responsible for final adjustments of all existing manholes, valve boxes and
new drainage structures to insure that they-are flush with the proposed final grades.
SP-2
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16. DAMAGE TO EXISTING UTILITIES:
The Contractor shall be responsible for contacting the Owner and any other Utility Owner to
coordinate and accurately determine the location of all existing infrastructures and mains within the
project area. The Contractor shall take extreme caution in excavating around the service lines and:
mains. Any damage to existing infrastructures (water mains, sanitary sewer lines, manholes, service
connections, etc.) shall be repaired by the Contractor at no additional cost to the Owner.
17. ASPHALT PAVEMENT REPLACEMENT.
The Contractor will be required to remove all existing asphalt pavement that has to be removed
and repair these sections, in accordance with North Carolina Department of Transportation
Standards.
1 18. SELECT BACKFILL:
Excavated rock or any other unsuitable material shall not be used as backfill material. If ;
unsuitable material is encountered during construction, the Contractor is required to remove and
dispose of the material at no additional cost to the Owner. The contractor shall be responsible for'.
obtaining suitable material for backfilling in areas where rock or other unsuitable material is
' removed from the trench. The contractor shall be responsible for removing all rock and other
foreign material deemed unsuitable for backfill from the project site. Pipe shall not be bedded qn
rock or material that might cause structural damage to pipe. Select backfill shall not be paid fo
separately but shall be considered incidental to construction.
19. DISPOSAL OF UNSUITABLE MATERIALS; E
If unsuitable material is encountered during construction, the Contractor is required to remove
and dispose of the material and the cost for this work shall be included in the project cost.
However, if the amount of undercutting becomes substantial, the Engineer may choose other i
methods to gain soil stability.
S 20. PROGRESS MEETINGS:
Monthly progress meetings shall be held to review the progress of work and to discuss problems.
which might arise. These meetings shall be attended by the contractor's foreman and project
manager, the Engineer and his resident inspector, and any representatives of the owner wishing to
attend. This meeting shall be scheduled by the Engineer at a date and time to be agreed upon by all
to attend.
21. SEEDING AND RESTORATION: I
The Contractor shall be responsible for all required seeding, fertilizing and restoration of the job site
to the satisfaction of the Owner and the Engineer., Any and all areas disturbed outside of the
designated limits shall be at the Contractor's expense.
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22. DAMAGE TO LANDSCAPING AND STRUCTURES:
Any damage to existing landscaping (fences, trees, shrubs catch basins etc.) shall be replaced to
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original or better condition by the Contractor at no additional cost to the Owner unless the Owner
directs otherwise'.
23. SEDIMENTATION AND EROSION CONTROL':
The Contractor is instructed to control sedimentation run-off with methods approved by the
Engineer during the course of construction of this project. The Contractor is reminded that all work
shall meet all applicable requirements of the rules and regulations of Erosion and Sedimentation
Control as published by the Department of Natural Resources and Community Development, North
Carolina Sedimentation Control Commission.
The Contractor shall implement the sediment and erosion control measures indicated on the project
drawings. The cost for these measures shall be paid for as part of the project cost.
24. - COMPACTION OF TRENCHES AND EMBANKMENTS:
All trenches and embankments shall be compacted to 95% density by mechanical means. All stone
placed in the water shall be compacted by mechanical means. All compaction shall conform to NC
DOT standards.
25. AS=BUILT DRAWINGS AND SPECIFICATIONS AT THE JOB SITE:
The Contractor shall maintain, in readable condition at the job site, one complete set of working
drawings and specifications for his work, including all shop drawings. Such drawings and
specifications shall be available for use by the Owner or his representative at all times.
26. BIDS:
The OWNER reserves the right to delete any portion of project due to budget overruns. The
OWNER shall not be fiscally responsible to the CONTRACTOR due to reductions in the project
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SECTION 02476
CONTROL OF EROSION, SILTATION, AND POLLUTION
SECTION 1 - GENERAL
1.1 DESCRIPTION AND GENERAL REQUIREMENTS:
a. This section covers the furnishing of materials, labor, and equipment necessary to
minimize erosion, siltation, and pollution on the project or projects covered by these specifications.
b. The Contractor shall take whatever measures are necessary to minimize soil erosion and
siltation, water pollution, and air pollution. The Contractor shall also comply with the applicable
regulations of all legally constituted authorities relating to pollution prevention and control. The
Contractor shall keep himself fully informed of all such regulations which in any way affect the conduct
of the work. In the event of conflict between such regulations and the requirements of these
specifications, the more restrictive requirements shall apply.
C. Failure on the part of the Contractor to perform the necessary measures to control erosion,
siltation, and pollution will result in the Engineer notifying the Contractor to take such measures. In the
event that the Contractor fails to perform such measures within 24 hours after receipt of such notice, the
Engineer may suspend the work with no extension of contract time, or may proceed to have such
measures performed by others at the Contractor's expense, or both.
d. Responsibilities for erosion control protection by individual prime Contractors for the
project is as follows:
The general Contractor is responsible for installation, maintenance and removal of erosion control
measures.
e. Engineer shall inspect all erosion control devices prior to releasing Contractor from his
responsibilities for maintenance. Devices must be cleaned out and maintain their effectiveness in
preventing erosion control.
1.2 QUALITY ASSURANCE:
Erosion and sedimentation control shall conform to the requirements of the North
Carolina Sedimentation Pollution Control Act of 1973.
SECTION 2 - PRODUCTS
1 2.1

SILT FENCE:
1 02476-1

a. Posts: Steel posts shall be used. Steel posts shall be 5 feet long, 1-3/4 inches wide, and
have projections for fastening the wire to the fence.
b. Woven Wire Fence: Wire fence shall be at least 32 inches high, and shall have at least 6
horizontal wires. Vertical wires shall be spaced 12 inches apart. The top and bottom wires shall be at least
20 gauge. All other wires shall be at least 12-1/2 gauge.
C. Filter Fabric: Synthetic filter fabric shall be minimum of 36" in width, have a tensile
strength of 100 lbs./square inch as tested by ASTM D-4632, have equivalent openings size of 10/30 (U.S.
sieve) as tested by ASTM D-4751 and have a permitivity of 30 gallons per minute per square foot as tested
ASTM 4491.
2.2 DRAINAGE STONE: Washed, uniformly graded mixture of crushed stone or uncrushed gravel
with 100% passing a 1-1/2" sieve and not more than 5% passing a No. 4 sieve.
2.3 RIP-RAP:
a. For Class 1 Rip-Rap; Stone shall vary in weight from 5 to 200 pounds. At least 30
percent of the total weight of the rip-rap shall be in individual pieces weighing a minimum of 60 pounds
each. Not more than 10 percent of the total weight of the rip-rap may be individual pieces weighing less
than 15 pounds each.
b. For Class 2 Rip-Rap: Stone shall vary in weight from 25 to 250 pounds. At least 60
percent of the total weight of the rip-rap shall be in individual pieces weighing a minimum of 100
pounds each. Not more than 5 percent of the total weight of the rip-rap may be in individual pieces
weighing less than 50 pound each.
C. Stone for Erosion Control; The stone shall be of a hard, durable nature and shall range in
size as follows:
Class Size
A 211- 6"
B 5" - 15"
While no specific gradation is required, the various sizes of stone shall be equally distributed within the
required size range. The size of an individual stone particle will be determined by measuring its long
dimensions.
2.4 MULCH FOR EROSION CONTROL:
a. Mulch for erosion control shall consist of grain straw or other acceptable material, and
shall have been approved by the Engineer before being used. All mulch shall be reasonably free from
mature seed-bearing stalks, roots, or bulblets of Johnson Grass, Nutgrass, Sandbur, Wild Garlic, Wild
Onion, Bermuda Grass, Crotalaria, and Witchweed, and free from an excessive amount of restricted
noxious weeds as defined by the North Carolina Board of Agriculture at the time of use of the mulch,
02476-2
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and also there shall be compliance with all applicable State and Federal domestic plant quarantines.
Straw mulch that is matted or lumpy shall be loosened and separated before being used.
Material for holding mulch in place shall be asphalt or other approved binding material.
2.5 MATTING FOR EROSION CONTROL:
a. General: Matting for erosion control shall be jute matting, excelsior matting, or paper
matting. Other acceptable material manufactured especially for erosion control may be used when
approved by the Engineer in writing before being used. Matting for erosion control shall not be dyed,
bleached, or otherwise treated in a manner that will result in toxicity to vegetation.
b. Jute Matting: Jute matting shall be of a uniform open plain weave of single jute yard, 48"
in width plus or minus 1 ". The yarn shall be of a loosely twisted construction and shall not vary in
thickness by more than one-half its normal diameter. There shall be 78 warp ends, plus or minus 2, per
width of the matting, 41 weft ends, plus or minus 1, per linear yard; and the weight shall average 1.22
pounds per linear yard of the matting with a tolerance of plus or minus 5%.
C. Matting: Matting shall be wood excelsior 48" in width plus or minus 1 ", shall have a
minimum thickness of 1/4", and the weight shall average 1.07 pounds per linear yard of the matting shall be
covered on one side with a woven fabric consisting of either twisted paper cord or cotton cord having a
minimum mesh size of 1" x 1 ", and a maximum mesh size of 1-1/2" x 3".
d. Staples: Staples shall be machine made of No. 11 gauge new steel wire formed into a "U"
shape. The size when formed shall not be less than 6" in length with a throat of not less than 1" in width.
SECTION 3 - EXECUTION
1 3.1 LAWNS:

a. Seeding and seeding materials shall conform to the requirements of Division 2 Section
"Lawns and Grasses".
b. Silt fences shall conform to the details shown on plans.
3.2. EXECUTION
a. The Contractor shall exercise every reasonable precaution throughout the life of the
project to prevent the eroding of soil and the siltation of rivers, streams, lakes, reservoirs, ditches, ground
surfaces, or other property. Should any erosion or siltation occur, the Contractor shall take immediate
action to correct the situation. The Contractor shall remove and properly dispose of any material washed
into rivers, streams, lakes, reservoirs, ditches, storm sewers, or other property. The Contractor shall be
liable for any damage to private or public property resulting from insufficient erosion and siltation
control measures.

1 02476-3

b. Construction operations in rivers, streams, ditches, and water impoundments shall be
restricted to those areas which must be entered for the performance of work shown on the plans.
Excavated materials shall not be deposited in rivers, streams,- ditches, or impoundments except that
temporary earth dikes may be used when approved by the Engineer, but such dikes shall be completely
removed in such manner as to prevent siltation. Frequent fording of flowing streams with equipment
will not be permitted. Temporary bridges or other structures shall be used wherever frequent stream
crossings are necessary.
C. Temporary and permanent erosion control measures shall be provided as shown on the
plans or as directed by the Engineer. Temporary sediment control devices must be installed to the extent
possible prior to initiation of grading and excavation. The devices must be maintained at a minimum of
50% of the original sediment storage capacity and may not be removed until the areas they serve have
been stabilized. Temporary erosion control measures shall include, but not be limited to, the use of
temporary berms, dikes, drainage ditches, silt basins, silt ditches, slope drains, structures, vegetation,
mulches, mats, netting, gravel, or other necessary methods.
d. The Engineer may limit the area over which excavation, embankment, and grading
operations are performed whenever the Contractor's operations are not effectively minimizing erosion
and/or siltation.
e. All disturbed, non-paved areas shall be seeded and fertilized, mulched, and tacked as
soon as practical after cleanup in accordance with the detailed technical specifications therefor. In no
case shall a total area of one acre or more be left ungrassed for a period of thirty (30) days or longer.
f. The Contractor shall take every precaution throughout the life of the project to prevent the
pollution of rivers, streams and water impoundments. Pollutants such as chemicals, fuels, lubricants,
bitumens, sewage, and other harmful waste shall not be discharged into or alongside rivers, streams, or
impoundments, or into natural or manmade channels leading thereto. The Contractor shall also comply
with all Federal, State, and local water and air pollution laws.
g. Construct temporary and permanent erosion control measures as shown on the plans, as
required by site conditions, regulatory agency or Owner's representative. All permanent erosion control
work shall be incorporated into the project at the earliest practicable time. Temporary erosion control
measures shall be coordinated with permanent erosion control measures and all other work on the project
to assure economical, effective, and continuous erosion control throughout the construction and post
construction period and to minimize siltation of rivers, streams, lakes, reservoirs, other water
impoundments, ground surfaces, or other property. If active construction ceases for more than 30 days,
all disturbed areas shall be seeded and mulched.
h. The Contractor shall be liable for all damages to public or private property and tines as
may be placed on the project by the local regulatory agencies due to soil erosion from the project site.
Clear only those areas required to install the soil erosion control devices as shown on the plans. After
installation of the erosion control devices, request an inspection by the local agency having a
jurisdiction.
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i. All erosion control devices shall be inspected after each rainfall. All required repairs
shall be made immediately. Sediment deposits shall be removed when deposits reach approximately
one-half of the capacity of the erosion control device.
3.3 Silt Fence: Should the filter fabric decompose or become ineffective prior to the end of the
construction and approval of its removal by the Engineer, the fabric shall be replaced immediately at no
additional cost to the Owner.
3.4 Temporary Construction Entrance: The entrance shall be maintained in a condition which will
prevent tracking or flow of mud onto public rights-of-way. This may require periodic top dressing with 2
inch stone, as conditions demand.
e 3.5 Rip-Rap Dissipator:
a Prepare subgrade to the required lines and grades as shown or indicated on the drawings.
Place any fill required in the subgrade to a density equal to that of the surrounding area.
b. A filter blanket shall be placed on the subgrade to prevent soil movement into or through
the rip-rap. The filter blanket shall consist of properly graded sand gravel, and stone, such as drainage
stone NCDOT No. 57, placed between the subgrade and rip-rap. The filter blanket shall be placed to a
depth as shown on the drawings, but not less than 6" deep. A filter cloth may be used when requested or
approved by the Engineer in lieu of the drainage stone.
C. Deliver and place rip-rap in a manner that will insure that the filter and rip-rap each shall
be reasonably homogeneous with the smaller stones filling the voids between the larger stones. Place
rip-rap in a manner that will prevent damage to the filter and repair any damage to the filter in a manner
i acceptable to the Engineer. Place rip-rap by mechanical methods, augmented by hand placing where
necessary to prevent damage to permanent works provided that when the rip-rap is completed, it forms a
properly graded, dense, neat layer of stone. The completed rip-rap shall be at least the thickness
indicated on the plans.
3.6 Matting:
a. Use matting on seeded areas where the slope is steeper than 3 horizontal to 1 vertical (3
slope) and in ditches where the slope is greater than 3% or on other areas as requested by the Engineer or
others having jurisdiction.
b. Place matting immediately following seeding. The earth surface shall be smooth and free
from stones, clods, or debris which will prevent the contact of the matting with the soil. Take care to
preserve the required line, grade, and cross-section of the area treated.
C. Unroll matting in the direction of the flow of water and without stretching so that it will
lie smoothly but loosely on the soil surface. Bury the up-channel or top of slope end of each piece of
matting in a narrow row trench at least 5" deep. Close and firmly tamp the trench after the end of the
matting is buried. Where one roll of matting ends and a second roll begins, the end of the upper roll
shall be brought over the buried end of the second roll so that there will be a 4 to 6-inch overlap.
Construct check slots at each 50' longitudinally in the matting. These slots shall be narrow trenches at
02476-5

least 5" deep. Fold over and bury matting to the full depth of the trench, then close and firmly tamp
trench. Where 2 or more widths of matting are laid side by side, the overlap shall be at least 4".
d. Place staples across matting ends, junctions, and check slots, placing some approximately
10" apart. Place staples 3' apart along the outer edges and down the center of each strip of matting.
Staple along lapped edges every 24 to 36 inches. After matting has been placed and stapling completed,
the matting shall be rolled with an approved roller to assure that it is in proper contact with the soil. In
the installation of erosion control matting on cut or fill slopes, the Engineer may require adjustments in
the trenching or stapling requirements to fill individual slope conditions. Maintain all matting until all
work has been completed and accepted. When excelsior matting is used, the matting shall be installed
with the fabric on the top side.
3.7 Removal:
a. The Contractor shall remove all sedimentation and erosion control devices upon the
approval of permanent seeding and stabilization by the agency having jurisdiction of the area and the
Owner's representative. All sediment deposits remaining in place after the erosion control devices are
removed shall be dressed to conform with the existing grade, prepared and seeded. The cost of removal
and cleanup shall be included in the cost of the installation of the device or, if called for, in the cost for
maintenance.
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SECTION 02745
PAVEMENT CONSTRUCTION
SECTION 1 - CLEARING AND GRUBBING
1.1 DESCRIPTION: This section shall consist of clearing and grubbing, including the disposal of
materials, for all areas within the project and as shown on the plans. Clearing and grubbing
shall consist of clearing the surface of the ground of the designated area of all trees, stumps,
down timber, logs, snags, brush, undergrowth, hedges, heavy growth of grass or weeds, fences,
structures, debris, and rubbish of any nature, natural obstructions or such material which in the
opinion of the Engineer is unsuitable for the foundation of required structures, including the
grubbing of stumps, roots, matted roots, foundations, and the disposal from the project of all
spoil materials resulting from clearing and grubbing by burning or otherwise.
1.2 CONSTRUCTION METHODS
A. General: The areas to be cleared and grubbed under this section shall be staked on the
ground by the Contractor. The clearing and grubbing shall be done at a satisfactory
distance in advance of the grading operations. All spoil materials removed by clearing and
grubbing shall be disposed of by burning or by removal to approved disposal areas. Piles
for burning shall be placed either in the cleared area near the center or in open spaces where
no damage to trees, other vegetation, or other property could occur. The Contractor shall be
responsible for controlling fires in compliance with all Federal, State and Local laws and
regulations relative to building fires at the site. Ashes resulting from burning shall be
removed and disposed of when directed by the Engineer.
Any broken concrete or masonry which cannot be used in construction, and all other
materials not considered suitable for use elsewhere, shall be disposed of by the Contractor.
In no case shall any discarded materials be left in windrows or piles adjacent to or within
the construction limits. The manner and location of disposal of materials shall be subject to
the approval of the Engineer and shall not create an unsightly or objectionable view. When
the Contractor is required to locate a disposal area outside the property limits at his own
expense, he shall obtain and file with the Engineer, permission in writing from the property
owner for the use of private property for this purpose.
B. Clearing and Grubbing: In areas designated to be cleared and grubbed, all stumps, roots,
buried logs, brush, grass and other unsatisfactory materials shall be removed, except, where
embankments exceeding 3 '/z-feet in depth are to be made outside of paved areas and
buildings. In cases where such depth of embankments is to be made, all unsatisfactory
materials shall be removed, but sound trees, stumps and brush can be cut off within six
inchcs above the ground and allowed to remain. Tap roots and other projections over l ''/2-
inches in diameter shall be grubbed out to a depth of at least 18-inches helow the tinished
subgradc or slope elevation.
02745-1

Any building and miscellaneous structures that are shown on the plans to be removed shall be
demolished or removed, and all materials therefrom shall be disposed of either by burning or
otherwise removed from the site. The remaining or existing foundations, wells, cesspools, etc.,
and all like structures shall be destroyed by breaking out or breaking down the materials of
which the foundations, wells, cesspools, etc., are built to a depth at least two feet below the
existing surrounding ground. Any broken concrete, blocks, or other objectionable material
which cannot be used in backfill shall be removed and disposed of. The holes or openings
shall be backfilled with acceptable material and properly compacted.
All holes remaining after the grubbing operation in embankment areas shall have the
sides broken down to flatten out the slopes, and shall be filled with acceptable material,
moistened and properly compacted in layers not to exceed 6-inches in depth. The same
construction procedure shall be applied to all holes remaining after grubbing in
excavation areas where the depth of holes exceeds the depths of the proposed
excavation.
SECTION 2 - EXCAVATION AND EMBANKMENT
2.1 DESCRIPTION: This item shall consist of excavating, removing, placing and satisfactorily
disposing of all material, within the limits of the work required to construct the project
improvements in accordance with these specifications and in conformity with the dimensions
and typical sections shown on the plans and to the lines and grades established by the Engineer.
2.2 CLASSIFICATION: All material excavated shall be defined as "Unclassified Excavation".
"Unclassified Excavation" shall include all excavation and earthwork performed under this
item regardless of the material encountered unless otherwise specified herein.
In fill areas which are to underlay paved areas, the material shall be CL or better material for
the entire depth of the fill. No frozen material, roots, sod, or other objectionable material shall
be incorporated or placed in the embankment or backfill.
The classification of these materials shall be determined in accordance with the tests and
procedures as set forth in the Unified Soil Classification System.
2.3 GENERAL: The rough excavation shall be carried to the necessary depth as shown on the
plans or specified herein. Should the contractor, through negligence or other fault, excavate
below the designated lines, he shall replace the excavation with approved materials, in an
approved manner and condition, at his own expense. The Engineer shall have complete
control over the excavation, moving, placing and disposition of all material and shall
determine the suitability of material to be placed in embankments. All material determined
unsuitable shall be disposed of in waste areas or as directed. Topsoil shall not be used in
subgrades but shall be handled and placed as directed.
The Contractor shall inform and satisfy himself as to the character, quantity, and distribution of
all material to be excavated. No payment will be made for any excavated material which is
02745-2

used for purposes other than those designated. If it is necessary to interrupt existing surface
drainage, sewers or underdrainage, conduits, utilities or similar underground structures, or parts
thereof, the Contractor shall be responsible for and shall take all necessary precautions to
protect and preserve or provide temporary services. When such facilities are encountered, the
Contractor shall notify the Engineer, who shall arrange for their removal, if necessary. The
Contractor shall, at his own expense, satisfactorily repair all damage to such facilities or
structures which may result from any of his operations during the period of the contract.
2.4 SOIL EROSION: The Contractor shall be responsible for prevention of soil erosion during
construction to the maximum extent possible.
The Contractor will be required to complete all erosion control features at the earliest
practicable time. Temporary pollution measures shall be used to correct unforeseen conditions
that occur during construction of those that are needed prior to completion of permanent
measures. These should include possible use of temporary grass cover, silt fences, check
dams, etc. for erosion control.
The Engineer may limit the surface area or erodible earth material exposed by clearing and
grubbing, excavation or borrow and fill operations; and to require immediate installation of
temporary pollution control measures to prevent contamination of adjacent streams or other
watercourses, lakes or ponds. The Engineer's authority to order such work will be used for
situations not foreseen by the plans and specifications.
In case of repeated failures on the part of the Contractor to control erosion/pollution, right is
reserved by the Engineer to employ outside assistance to provide the necessary corrective
measures. Such incurred costs, plus related engineering costs, will be charged to the
Contractor and appropriate deductions made from the Contractor's progress payments. The
erosion control features installed by the Contractor will be acceptably maintained by the
Contractor during the time that construction work is being done.
Pollutants such as fuels, lubricants, bitumen, raw sewage and other harmful materials will not
be discharged into or near rivers, streams and impoundment or into natural or man-made
channels leading thereto.
2.5 EXCAVATION: Excavation shall be performed, as indicated on the contract plans, to the
lines, grades and elevation shown or as directed by the Engineer, and shall be made so that the
requirements for formation of embankments can be followed. All material encountered within
the limits indicated shall be removed and disposed of as directed. During the process of
excavation, the grade shall be maintained, so that it will be well drained at all times. When
directed, temporary drains and drainage ditches shall be installed to intercept or divert surface
water which may affect the work.
Selective grading shall be utilized on this project insofar as possible. All suitable material (CL
or better) excavated from cut areas shall be used in the formation of embankments under paved
areas or placed as directed by the Engineer.
02745-3

If, at the time of excavation, it is not possible to place. any material in its proper section of the
permanent construction, it shall be stockpiled in approved areas for later use. No separate
payment shall be made for the second handling of stockpiled material.
a
Unsuitable material encountered under areas to be paved shall be excavated to a maximum
depth of 12 inches below finished subgrade elevation or to the lower limit of the unsuitable
material, whichever is less. No excavation shall be made below these limits unless approved
by the Engineer. If excavation is made below these limits without prior approval of the
Engineer, the Contractor shall refill those areas with suitable material compacted as specified
and no payment shall be made for the excavation quantity involved. Unsatisfactory materials
shall be disposed of at locations designated by the Engineer. The portion so excavated shall be '
refilled with suitable selected material as specified, obtained from the grading operations and
thoroughly compacted by rolling.
Under paved areas, unsuitable material shall be considered material which classifies as CL or
worse. Excess moisture in the material shall not in itself cause a material to be classified as
unsuitable. Unstable or yielding subgrade in cut or fill areas caused by excess moisture
contained therein shall be brought to a firm, unyielding condition by whatever means
(reviewed by the Engineer) the Contractor chooses before any embankment or pavement is
placed thereon.
Should excess moisture be encountered during excavation in the construction areas, it shall be
the responsibility of the Contractor to perform any necessary dewatering of the site in order to
provide a stable excavated area for the placement of embankment or pavement. The
continuous watering of water within the areas of excavation and embankment will not be
permitted.
The Engineer reserves the right to make minor adjustments or revisions in lines or grades, if
found necessary, as the work progresses due to discrepancies in the plans or to obtain
satisfactory construction.
Stones or rock fragments larger than 4 inches in their greatest dimension will not be permitted
in the top 12 inches of the subgrade.
No payment or measurement for payment will be made for suitable materials removed, w
manipulated and replaced in order to obtain density. Any removal, manipulation, aeration,
replacement and recompaction of suitable materials necessary to obtain the required density
shall be considered incidental to project costs, and shall be performed by the Contractor at no
additional cost to the Owner.
2.6 DITCHES: Excavation shall be done to the lines, grades, typical sections, and details shown on
the plans or established by the Engineer. All work covered by this section shall be coordinated
with the grading, construction of drainage structures, excavation of borrow and material
sources, and other work along the project, and shall be maintained in a satisfactory condition so

02745-4
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that adequate drainage is provided at all times. The ditches shall be maintained by the
Contractor until the final acceptance of the project. Any roots which protrude into the ditch
shall be trimmed flush with the sides of the ditch.
2.7 STRIPPING: All vegetation such as brush, heavy sods, heavy growth of grass, decayed
vegetable matter, rubbish and any other unsuitable material within the area upon which paved
areas are to be built shall be stripped or otherwise removed, in accordance with these
specifications, prior to the placement of embankment. In no case shall such objectionable
material be allowed in or under paved areas to the depths specified.
2.8 FORMATION OF EMBANKMENTS: Embankments shall be formed of satisfactory
materials placed in successive horizontal layers of not more than 8 inches in compacted depth
for the full width of the cross section.
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The grading operations shall be conducted, and the various soil strata shall be placed, to
produce a soil structure as shown on the typical cross section or as directed. All materials
entering the embankment shall be reasonably free of organic matter such as leaves, grass, roots,
and any other objectionable material. Solid, granular material, shale, and any other material
permitted for use in the embankment shall be spread in successive layers as specified.
No material shall be placed in the embankment under paved areas that does not classify as CL
or better in accordance with the methods described in the Unified Soil Classification System.
The Engineer shall decide, based upon laboratory tests if warranted, the suitability of all
material encountered.
Operations on earthwork shall be suspended at any time when satisfactory results cannot be
obtained because of rain, freezing weather, or other unsatisfactory conditions of the field. The
Contractor shall drag, blade, or slope the embankment to provide proper surface drainage at all
times.
The material in the layers shall be of proper moisture content before rolling to obtain the
prescribed compaction. Wetting or drying of the material and manipulation when necessary to
secure a uniform moisture content throughout the layer shall be required. Should the material
be too wet to permit proper compaction or rolling, all work on all portions of the embankment
thus affected shall be delayed until the material has been dried to the proper moisture content.
Sprinkling shall be done with approved equipment that will sufficiently distribute the water.
Sufficient equipment to furnish the required water shall be available at all times.
Under non-paved areas, the embankment shall be compacted to not less than 90°ro of the
maximum density at optimum moisture by compaction control test AASHTO T-99 to within
four (4) inches of finished elevation.
Under areas to be paved, the embanl<mcnt shall be compacted to 95°/, of the maxinuui1 density
at optimum moisture by compaction control test AASHTO T-99 for the full depth of the
embankment, or 12 inches, whichever is greater. On all areas outside of the pavement areas,
02745-5

no compaction will be required on the top 4 inches. Any areas inaccessible to a roller shall be i
consolidated and compacted by mechanical tampers. .
During construction of the embankment, the Contractor shall route his equipment at all times,
both when loaded and when empty, over the layers as they are placed and shall distribute the
travel evenly over the entire width of the embankment. The equipment shall be operated in
such a manner that hardpan, cemented gravel, clay or other chunky soil material will be broken
up into small particles and become incorporated with the other material in the layer. Care shall
be taken, however, not to overload the embankment area with construction equipment.
In the construction of embankments, starting layers shall be placed in the deepest portion of the
fill; as placement progresses, layers shall be constructed approximately parallel to the finished
pavement grade line.
Frozen material shall not be placed in the embankment nor shall embankment be placed upon
frozen material.
The Contractor shall be responsible for the stability of all embankments made under the
contract and shall replace any portion which, in the opinion of the Engineer, has become
displaced due to carelessness or negligence on the part of the Contractor.
2.9 EQUIPMENT: The Contractor may use any type of earth-moving, compaction and watering
equipment he may desire or has at this disposal, provided the equipment is in a satisfactory
condition and is of such capacity that the construction schedule can be maintained as planned
by the Contractor and as approved by the Engineer in accordance with the total calendar days
or working days scheduled for construction. The Contractor shall furnish, operate and
maintain such equipment as is necessary to control uniform density, layers, section and
smoothness of grade.
SECTION 3 - PAVEMENT SUBGRADE PREPARATION
3.1 DESCRIPTION: This item shall consist of the preparation, shaping and compaction of
stabilized or unstabilized roadbeds to a condition suitable for placement of base course,
pavement, and shoulders. The roadway and drainage improvements shall be shaped in
accordance with these specifications and in conformance with the dimensions and typical
sections shown on the plans and to the lines and grades established by the Engineer.
3.2 GENERAL: Unsuitable material encountered under areas to be paved shall be excavated to a rj
maximum depth of 12 inches below finished subgrade elevation.
The subgrade under areas to be paved shall be compacted to a minimum depth of 12" and to a
density of not less than 95% of the maximum density at optimum moisture as determined by
the compaction control tests AASHTO T99. On all areas outside of the pavement areas, no
compaction will be required on the top 4 inches.
02745-F

3.3 PREPARATION AND PROTECTION OF THE TOP OF SUBGRADE: On areas to be
paved, the subgrade shall be compacted to the density.specified. When completed, the surface
shall be true to lines, grades and cross section shown on the plans or as directed by the
Engineer. After all drains, structures, ducts and other underground appurtenances along the
edges or under the pavement have been completed, the subgrade shall be compacted to the
depth as specified. Any irregularities or depressions that develop under rolling shall be
corrected by loosening the material at these places and adding, removing, or replacing material
until the surface is smooth and uniform. Any portion of the area, which is not accessible to a
roller, shall be compacted to the required density by approved mechanical tampers. The
material shall be sprinkled with water during rolling or tamping as directed by the Engineer.
All soft and yielding material which will not compact readily when rolled or tamped shall be
removed as directed by the Engineer and replaced with suitable material at the Contractor's
expense. After grading operations are complete, all loose stones larger than 2 inches in their
greatest dimension shall be removed from the surface of all proposed graded paving areas and
disposed of as directed by the Engineer.
At all times, the top of the subgrade shall be kept in such conditions that it will drain readily
and effectively. In handling materials, tools and equipment, the Contractor shall protect the
subgrade form damage by laying planks when directed and shall take other precautions as
needed. In no case will vehicles be allowed to travel in a single track. If nits are formed, the
subgrade shall be reshaped and rolled. Storage or stockpiling of materials on the top of the
subgrade will not be permitted. Until the subgrade has been checked and approved, no
subbase, base, surface course or pavement shall be laid thereon.
3.4 TOLERANCES: In those areas upon which a subbase or base course is to be placed, the top of
the subgrade shall be of such smoothness that when tested with a 16-foot straight edge applied
parallel and at right angles to the centerline, it shall not show any deviation in excess of 1 inch
or shall not be more than 0.10 feet from true grade as established by grade hubs or pins. Any
deviation in excess of these amounts shall be corrected by loosening, adding or removing
materials, reshaping and recompacting by sprinkling and rolling.
3.5 TOPSOILING: It is the intent of these specifications that all graded areas to be constructed to
the lines and grades as shown on the plans and within the tolerances specified herein. It is also
the intent of these specifications that all graded areas outside of paved areas to be established
with a satisfactory turf as set forth in paragraphs - Seeding, Mulching and Erosion Control.
The Contractor may at his discretion utilize a topsoil retained from the grading operations to
provide a proper seed bed for the turfing operations. The Contractor shall be aware, however,
that no payment shall be made for excavation below the finished grade line shown on the plans
unless otherwise stated herein.
The Contractor shall also be aware that no payment shall be made for the second handling of
stockpiled material (such as topsoil). In embankment areas, the Contractor may, at his
discretion, utilize topsoil to complete the top 4 inches of embankment outside of paved area.
1 02745-7
Regardless of whether or not topsoil is utilized by the Contractor, he shall be required to
establish a satisfactory turf as previously stated. No separate payment shall be made for
topsoil.
SECTION 4 - AGGREGATE BASE COURSE
4.1 DESCRIPTION: This item shall consist of a base course composed of approved selected
materials of the type shown on the plans. The base course shall be constructed on a prepared
underlying course in accordance with these specifications and in conformity with the lines,
grades, compacted thickness and typical cross sections shown on the plans or directed by the
Engineer.
4.2 MATERIALS: When designated on the plans, the materials shall be select material
conforming to the requirements of the North Carolina Department of Transportation for Type
A Aggregate Base Course conforming to the following gradations:
AGGREGATE FORMULA COLUMN C
SIEVE SIZE % PASSING TOLERANCE
1-1/2 " 100% +/_0
1 " 86% +/- 11
1/2" 67% +/-12
No. 4 45% +/-10
No. 10 35% +/-10
No. 40 22% +/-8
No. 200 8% +/-8
Material Passing No. 10 Sieve (Soil Mortar)
No. 40 62% +/-22
No. 200 23% +/-12
4.3 CONSTRUCTION METHODS: The aggregate type base course shall be placed, mixed and
shaped in accordance with Section 520 of the North Carolina Department of Transportation
Standard Specifications.
4.4 COMPACTION: The aggregate type base shall be compacted to 100% in accordance with
AASHTO T ISO as modified by NCDOT.
02745-8

r SECTION 5 - BITUMINOUS CONCRETE SURFACE COURSE
I 5.1 DESCRIPTION: This item shall consist of an application of bituminous material on the
prepared base course in accordance with this specification applied at the rate specified by the
Engineer. The type of bituminous material to be used shall be selected by the Engineer from
those included in this specification.
5.2 MATERIAL: The grades, application rates, and application temperatures for the bituminous
material are given below. The Engineer shall designate the specific material to be used.
APPLICATION RATES AND TEMPERATURES FOR PRIME COAT
r
Application
Application Rates Temperature
Bituminous Material Gal/SY (Degrees F.)
Asphalt, Grade RC-30 0.18-0.45 90- 130
The following table shall be used to establish the design limits of the job mix formula and
allowable tolerances for Type I-1 and I-2 bituminous concrete surface course mixture composition:
% Passing % Passing Tolerance for
Sieve Designation Type 1-1 Type 1-2 % Passing
3/4" 100 100 0
1/2" 96-100 96-100 +2
3/8" 90-100 45
No. 4 55-80 70-95 +7
No. 8 40-60 55-75 -1-5
No. 40 11-38 15-45 +5
No. 80 4-20 7-22 +5
No. 200 2-8 3-9 ±2
Asph. Cement Contact Range 4.5-7.5 4.5-8.5 +0.05
Temperature Range 250°F-300°F 250°F-300"F +15°F
5.3 CONSTRUCTION METHODS:
A. Weather Limitations: The prime coat shall be applied only when the existing surface is
dry or contains sufficient moisture to get uniform distribution of the bituminous material,
when the atmospheric temperature is above 50 degrees T., and when the weather is not
foggy or rainy. The temperature requirements may be waived, but only when so directed
by the Engineer.
131tU vinous mixtures shall not be produced or placed during rainy weather, when the
subgrade or base course is 11'0ZC11, or when the moisture on the surtace to be paved would
prevent proper bonding. 1ituminous material shall not be placed when the air temperature
1 is less than the following temperatures:
1 02745-9

Thickness of Layer Air
Material Being Placed Temperature '
Bituminous Concrete
Base Course, Type HB
Bituminous Concrete
Binder Course
Sand Asphalt
Base Course 1-1/2" or greater 35 deg. F
Bituminous Concrete
Binder Course
Sand Asphalt
Base Course Less than 1-1 /2" 40 deg. F
Surface Course
Materials 1 " or greater 40 deg. F
Surface Course
Materials Less than 1 " 50 deg. F
B. Equipment: The equipment used by the Contractor shall include a self-powered pressure
bituminous material distributor and equipment for heating bituminous material.
The distributor shall have pneumatic tires of such width and number that the load
produced on the surface shall not exceed 650 pounds per inch of tire width and shall be
designed, equipped, and operated so that bituminous material at even heat can be applied
uniformly on variable widths of surface at readily controlled rates from 0.05 to 2.0 gallons
per square yard. The material shall be applied within a pressure range from 25 to 75
pounds per square inch and with an allowable variation from any specified rate not to
exceed 5%. Distributor equipment shall include a thermometer for reading temperatures
of tank contents.
C. Application of Bituminous Material: Immediately before applying the Prime coat, the full
width of the surface to be primed shall be swept with a power broom to remove all loose
dirt and other objectionable material.
Following the application, the primed surface shall be allowed to dry not less than 48
hours without being disturbed or for such additional time as may be necessary to permit
the drying out of the prime until it will not be picked up by traffic or equipment. This
period shall be determined by the Engineer. "['he surface shall then be maintained by the
Contractor until the surfacing has been placed. Suitable precautions shall be taken by the
02745-10

contractor to protect the primed surface against damage during this interval, including
supplying and spreading any sand necessary to blot up excess bituminous material.
The bituminous mixture shall be spread and finished to the required grades, cross sections,
thickness, and widths shown on the plans and typical sections. Uniform density and
texture shall be obtained.
Should unevenness of texture, tearing, or shoving occur during construction due to
unsatisfactory methods of equipment, the Contractor shall correct all unsatisfactory work.
D. Bituminous Material Contractor's Responsibility: Samples of the bituminous materials
that the Contractor proposes to use, together with a statement as to their source and
character, must be submitted and approved before use of such material begins. The
Contractor shall require the manufacturer or producer of the bituminous materials to
furnish material subject to this and all other pertinent requirements of the contract. Only
satisfactory materials, so demonstrated by service tests, shall be acceptable.
The Contractor shall furnish vendor's certified test reports for each carload, or equivalent,
of bituminous material shipped to the project. The report shall be delivered to the
Engineer before permission is granted for use of the material. The furnishing of the
vendor's certified test report for the bituminous material shall not be interpreted as basis
for final acceptance. All such test reports shall be subject to verification by testing
I samples of materials received for use on the project.
E. Removal of Existing Pavement: The pavement shall be broken up and removed for its
entire depth as noted on the plans. The Contractor shall provide a neat edge along existing
pavement, where applicable, by sawing the pavement a minimum of 2 inches deep before
breaking the existing pavement away. All work associated with the removal and disposal
of any existing pavement shall be paid for at the unit price for "Removal of Existing
Pavement" as set forth in the Schedule of Bid Items.
j SECTION 6 - SEEDING, MULCHING AND EROSION CONTROL
6.1 DESCRIPTION: The work shall consist of seeding and mulching the road shoulders and
ditches behind the edge of pavements, and all areas disturbed during construction. Any and all
areas disturbed outside of the designated limits shall be seeded at the Contractor's expense.
6.2 GRADING: Rough grading shall be done as soon as all excavation required in the area has
been backfilled. The necessary earthwork shall be accomplished to bring the existing ground
to the desired finish elevations shown on the Contract Drawings or otherwise directed.
Tine grading shall consist of shaping the final contours for drainage and removing all clumps
of earth and waste construction material. It shall also include thorough loosening of the soil to
a depth of 6 inches by plowing, disking, harrowing or other approved methods until the area is
acceptable for subsequent seeding operations.
1 02745-1 1

1
6.3 SEDIMENTATION AND EROSION CONTROL:. The Contractor is instructed to control
sedimentation runoff by methods approved by the Engineer during the course of construction
of the Project. The Contractor is reminded that all work shall meet all applicable requirements
of the rules and regulations of Erosion and Sediment Control as published by the North
Carolina Department of Environment and Natural Resources, North Carolina Sedimentation
Control Commission.
6.4 TOPSOIL: After the subgrade has been fine graded to the satisfaction of the Engineer, topsoil
shall be spread over the area to a uniform depth and density. The soil shall be uniformly
compacted by a light roller to a depth not less than 4 inches, unless other depths are shown on
the plans. When finished, the surface shall conform to the finished grade shown or required
and shall have a smooth pulverized surface at the time of seeding. Any irregularities shall be
corrected before the fertilizer or seed is placed. Any settlement or displacement of the topsoil
shall be restored to the established lines and grades at the Contractor's own expense.
Topsoil removed from the excavations, which is approved by the Engineer for use, shall be
placed in the locations, and to the depth shown, specified or directed. In the event the topsoil
removed during excavation is unsatisfactory or is inadequate to cover the requested areas, the
Contractor shall furnish the required quantity of satisfactory topsoil from approved sources off
the site. Such topsoil shall pass a 1/4 inch screen. Topsoil shall not be delivered or placed in a
frozen muddy condition.
6.5 FERTILIZER: The quality of fertilizer and all operations in connection with the furnishing of
this material shall comply with the requirements of the North Carolina Fertilizer Law and
regulations adopted by the North Carolina Board of Agriculture.
Fertilizer shall be 8-8-8 grade (8 parts nitrogen, 8 parts phosphoric acid, 8 parts potash). Upon
written approval of the Engineers, a different grade of fertilizer may be used, provided the rate
of application is adjusted to provide the same amounts of plant food.
6.6 LIME: The quality of lime and all operations in connection with the furnishing of this material
shall comply with the requirements of the North Carolina Lime Law and regulations adopted
by the North Carolina Board of Agriculture. During the handling and storing, the lime shall be
cared for in such a manner that it will be protected against hardening and caking. Any ?.
hardened or caked lime shall be pulverized to its original condition before being used.
Lime shall be agriculture grade ground dolomite limestone. It shall not contain less than 851Yo
of the calcium and magnesium carbonates and shall be of such fineness that at least 90% will
pass a No. 10 sieve and at least 50% will pass a No. 100 sieve.
6.7 APPLICATION RATES: The rates of application of seed, fertilizer and limestone shall be as
stated below. All rates are in pounds per acre.
1,200 lbs. Fertilizer
02745-12

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2,000 lbs. Lime
100 lbs. Kentucky 31
50 lbs. Rye (Winter only)
30 lbs. Hulled Bermuda
10 lbs. Centipede
6.8 SEEDING: Immediately following preparation of the seed bed, the seed, as outlined, shall be
uniformly applied by a mechanical spreader. The seed shall be raked lightly into the surface
and rolled with a light hand roller weighing not more than 100 lbs. per foot of width. Seeded
areas shall be sprinkled with a fine spray in such a manner as not to wash out the seed.
Seeding shall be done on a still day and only with the approval of the Engineer.
The Contractor shall be responsible for establishing a good lawn over the entire area seeded
and shall maintain these areas in an approved condition until final acceptance of the contract.
6.9 MULCHING: Straw mulch shall be threshed straw of oats, rye or wheat free from matured
seed of obnoxious weeds or other species which would grow and be detrimental to the
specified grass. It shall be spread uniformly at a rate of two tons per acre in a continuous
blanket over the areas specified. Thickness of the covering shall be adequate to hold the soil
but sufficiently loose and open to favor the development of grass.
Pine straw mulch shall consist of fresh longleaf pine straw free from matured seed of
obnoxious weeds or other species which would grow and be detrimental to the surrounding
area. Area shall be mulched at a rate of 400 bales per acre with a maximum payment width not
to exceed the clearing limits.
SECTION 7 - TRAFFIC CONTROL
7.1 DESCRIPTION: This item shall consist of the maintenance of traffic throughout the project
area. The Contractor will be required to follow the Manual on Uniform Traffic Control
Devices for Streets and Highways as well as the other reference publications referred to in
Sections 900 - 908 and 1092 - 1097 of the Standard Specifications for Roads and Structures as
published by the N.C. Department of Transportation.
7.2 GENERAL: The Contractor will be responsible for the maintenance of traffic within the
project area from the time construction begins until the completion of the project. Safe access
to both public and private facilities such as homes or businesses will be provided at all times.
In areas where the asphalt is to be open cut, the Contractor shall be required to patch all such
areas within a maximum of five (5) days unless otherwise directed by the Engineer.
7.3 SAFETY HAZARDS: Whcn performing work in an area creates a safety hazard, the
Contractor shall be required to complete the work in that area to the extent that the safety
hazard has been eliminated.
h
1 02745-13

SECTION 02785
ARTICULATING CELLULAR CONCRETE MATS
PART 1 - GENERAL
1.1 SCOPE OF WORK
A. The Contractor shall furnish all labor, materials, equipment, and
incidentals required and perform all operations in connection with
the installation of articulating cellular concrete mats in accordance
with the lines, grades, design and dimensions shown on the
Contract Drawings and as specified herein.
1.2 SUBMITTALS
A. The Contractor shall submit to the Engineer all manufacturer's
performance research results and calculations in support of the
articulating cellular concrete mat system and geotextile proposed
for use. All calculations must be made in accordance with these
specifications.
B. The Contractor shall furnish manufacturer's certificates of
compliance for articulating cellular concrete blocks/mats,
revetment cable, and any revetment cable fittings and connectors to
the Engineer prior to the start of mat fabrication.
C. The Contractor shall furnish to the Engineer all manufacturer's
specifications, literature, shop drawings for the fabrication of the
mats, and any recommendations, if applicable, that are specifically
related to this project, 14 days prior to assembly of the cellular
.. mats.
PART 2 - PRODUCTS
2.1 GENERAL
A. All articulating cellular concrete mats shall be premanufactured as
an assembly of concrete blocks, with specific hydraulic capacities,
bound into mats by the use of revetment cables. Tlie mats shall
arrive at the jobsite assembled according to lengths and widths as
specified on the shop drawings. Cellular concrete mats may be
assembled on-site by hand-placing individual blocks with or
without subsequent insertion of cables, all in accordance with the
manufacturer's instructions.

1 02785-1
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B. Individual blocks in the cellular mats shall be staggered and ,
interlocked for enhanced stability. The open cell version of the
blocks have two (2) vertical openings of rectangular cross section
with sufficient wall thickness to resist breakage during shipping
and installation. The mats shall be constructed of open cell blocks
as shown on the contract drawings. Parallel strands of cable shall
extend through two (2) ducts in each block in a manner which
provides for longitudinal binding of the blocks within the mats.
Each row of blocks shall be laterally offset by one-half block width
from the adjacent row so that any given block is cabled to four
other blocks (two in the row above and two in the row below).
Each bloch shall also be surrounded by six adjacent blocks.
C. The gross area of each individual block in direct contact with the
protected subgrade shall be no less than one square foot. Each
block shall incorporate interlocking surfaces that prevent lateral
displacement of the blocks within the mats when they are lifted by
the longitudinal revetment cables. The interlocking surfaces must
not protrude beyond the perimeter of the blocks to such an extent
that they reduce the flexibility or articulation capability of the
cellular mats or become damaged or broken when the mats are
lifted during shipment or placement. Once the mats are in place,
the interlocking surfaces shall prevent the lateral displacement of
the blocks even if the cables should become damaged or removed.
The mats must be able to flex a minimum of 25 degrees between
any given row or column of blocks in the uplift direction and a
minimum of 45 degrees in the downward direction.
D. The cables shall be inserted into the mats in such a manner to form
lifting loops at one end of the mat with the corresponding cable
ends spliced together to form a lifting loop at the other end of the
mat with sleeves approved by the Engineer.
E. The cellular concrete mats shall be placed on a filter fabric as
specified herein. Under no circumstances shall the filter fabric be
affixed (i.e. chemically bonded to the blocks) to the mattress in a?
manner in which would jeopardize the functionality of the filter
fabric. Specifically, the filter fabric shall be independent of the
block system.
F. Certification (Waves): All articulating cellular concrete mats will
only be accepted when accompanied by documented hydraulic
performance characteristics, derived from tests under controlled
wave conditions. Tests must have been conducted and monitored
by an institution, public or private, which is experienced in
performing wave attack studies on articulating cellular concrete
02795-2
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mats or similar hard-armor erosion protection products. The
testing institution must have performed a minimum of two (2) such
studies on hard-armor erosion protection systems..
G. Performance (Waves): The design of the cellular concrete mats
shall be in accordance with the analytical model to predict stability
of block revetments as it is developed for the Dutch Ministry of
Transport and Public Works. The calculation of the performance
of the cellular concrete mats under wave attack is based on the
positive interaction of the individual blocks. The influence of
friction and block motion on the stability of the mattress must have
been deduced from the results of large scale model tests performed
by an institution experienced in conducting such tests. The
analytical model for determining the cellular mat system stability
includes the calculation of the pressure on top of the slope as a
function of the wave characteristics and the water depth, the
calculation of the maximum pressure difference across the cover
layer as a function of the pressure on top of the slope and the
characteristics of the granular filter (if present) and the cellular
concrete mattress, and the calculation of the friction between
adjacent blocks and the influence of the block motion on the
pressure difference across the cellular concrete mattress.
Parameters to be considered in design of the cellular concrete
mattress system include: water depth, wave height, wave period,
and slope angle.
2.2 ARTICULATING CELLULAR CONCRETE BLOCKS
2.2.1 SCOPE
A. This specification covers concrete blocks for erosion control mats
used in boat ramps for soil stabilization.
Note 1 - Concrete units covered by this specification are made
from lightweight or normal weight aggregates, or both.
Note 2 - The values stated in U.S. customary units are to be
regarded as the standard.
2.2.2 MATEIRIALS
A. Cementitlous Materials - Materials shall conform to the following
applicable ASTM specifications:
02785-3
I. Portland Cements - Specification C 150, for Portland
Cement.
2. Blended Cements - Specification C 595, for Blended
Hydraulic Cements.
3. Hydrated Lime Types - Specification C 207, for Hydrated
Lime Types.
4. Pozzolans - Specification C 618, for Fly Ash and Raw or
Calcined Natural Pozzolans for use in Portland Cement
Concrete.
B. Aggregates shall conform to the following ASTM specifications,
except that grading requirements shall not necessarily apply:
1. Normal Weight - Specification C 33, for Concrete
Aggregates.
2.2.3 PHYSICAL REQUIREMENTS
A. At the time of delivery to the work site, the units shall conform to
the physical requirements prescribed in Table 1 below.
TABLE 1. PHYSICAL REQUIREMENTS
Compressive Strength Water Absorption
Net Area 3
Max., lb/ft
Min. psi (mPa) (kg/m3)
Avg. of Individual Avg. of Individual Unit
3 units Unit 3 units
4,000 3,500 10 12
(27.6) (24.1) (160) (192)
B. Durability. The manufacturer shall satisfy the purchaser by proven
field performance that the concrete units have adequate durability
even if they arc to be subjected to a frceze-thaw environment.
C. Sample and test units in accordance with ASTM D 6684-01,
Standard Specification for Materials and Manufacture of
Articulating Concrete Block (ACB) Revetmcnt Systems.
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2.2.4 VISUAL INSPECTION
A. All units shall be sound and free of defects that would interfere
with the proper placing of the unit or impair the strength or
permanence of the construction. Surface cracks incidental to the
usual methods of manufacture, or surface chipping resulting from
customary methods of handling in shipment and delivery, shall not
be deemed grounds for rejection.
B. Cracks exceeding 0.25 inches (.635 cm) in width and/or 1.0 inch
(2.54 cm) in depth shall be deemed grounds for rejection.
C. Chipping resulting in a weight loss exceeding 10% of the average
weight of the blocks shall be deemed grounds for rejection.
D. Blocks rejected prior to delivery from the point of manufacture
shall be replaced at the manufacturer's expense. Blocks rejected at
the job site shall be repaired with structural grout at the expense of
the contractor.
2.2.5 SAMPLING AND TESTING
A. The purchaser or his authorized representative shall be accorded
proper access to facilities to inspect and sample the units at the
place of manufacture from lots ready for delivery.
2.2.6 EXPENSE OF TESTS
A. Additional testing, other than that provided by the manufacturer,
shall be borne by the purchaser.
2.2.7 MANUFACTURER
A. Articulating cellular concrete blocks shall be ARMORFLEX40 as
manufactured and sold by:
ARMORTEC
4301 Industrial Drive
Bowling Green, KY 42102
Phrnnc: [phone], [phone]
Fax: [phone]
B. The ARMORFLFX?1z) cellular concrete blocks shall have the following
nominal characteristics:
02785-5
TABLE 2. STANDARD SIZES OF ARMORFLEX 1Z BLOCKS
Class Type Lbs Lbs./Sq.ft. Length Width Height Open Area
(kg) (kg/.') inches inches inches %
(cm) (cm) (cm)
30S Open 31-36 32-37 13.0 11.6 4.75 20
(14-16) (152-176) (33.0) (29.5) (12.1)
50S Open 45-52 45-53 13.0 11.6 6.0 20
20-24 220-254 33.0 29.5 15.2
45S Closed 39-45 40-45 13.0 11.6 4.75 10
(18-20 191-220) 33.0) +
29.5) 2.1)
55S Closed 53-61 54-62 13.0 11.6 0 10
(24-28) (259-298) (33.0) (29.5) 5.2)
40 Open 62-71 35-40 17.4 15.5 4.75 20
(28-32) (303-347) (44.2) (39.4) (12.1)
50 Open 81-94 46-53 17.4 15.5 6.0 20
37-43 396-460 (44.2 (39.4) (15.2)
60 Open 99-113 56-64 17.4 15.5 7.5 20
45-51 (484-553) 44.2) (39.4) (19.1)
70 Open 120-138 68-78 17.4 15.5 9.0 20
(55-63) (587-675) (44.2) (39.4) (22.9)
45 Closed 78-89 43-50 17.4 15.5 4.75 10
(35-40) (382-435) (44.2) (39.4) (12.1)
55 Closed 94-108 53-61 17.4 15.5 6.0 10
43-49) 460-528) (44.2) (39.4) 15.2)
75 Closed 120-138 68-78 17.4 15.5 7.5 10
55-63) (587-675) 44.2) (39.4) (19.1)
85 Closed 145-167 82-95 17.4 15.5 9.0 10
(66-76) (709-817) (44.2) (39.4) (22.9)
L-40 Open 95-111 35-41 17.4 23.6 4.75 20
(43-51) (303-347) (44.2) (59.9) (12)
L-50 Open 122-141 46-53 17.4 23.6 6.0 20
(56-64) (396-460) (44.2) (59.9) (15.2)
L-60 Open 151-176 56-64 17.4 23.6 7.5 20
(69-80) (484-553) (44.2) (59.9) (19.1)
L-70 Open 181-211 68-78 17.4 23.6 9.0 20
(82-96) (587-675) (44.2) (59.9) (22.9)
L-45 Closed 113-132 43-50 17.4 23.6 4.75 10
(51-60) (382-435) (44.2) (59.9) (12)
L-55 Closed 146-170 53-61 17.4 23.6 6.0 10
(66-77) (460-528) (44.2) (59.9) (15.2)
L-75 Closed 181-211 68-78 17.4 23.6 7.5 10
(82-96) (587-675) (44.2) (59.9) (19.1)
L-85 Closed 219-254 82-95 17.4 23.6 9.0 10
(100-116) (709-817) (44.2) (59.9) (22.9)
2.3 REVETMENT CABLE AND FITTINGS
2.3.1 POLYESTER REVETMENT CABLE AND FITTINGS
A. Revetment cable shall be constructed of high tenacity, low
elongating, continuous filament polyester fibers. Cable shall
consist of a core construction comprised of parallel fibers
contained within an outer jacket or cover. The weight of the
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parallel core shall be between 65% to 70% of the total weight
of the cable. The revetment cable shall have the following
physical characteristics:
Nominal Approx. Avg. Lbs./100 ft (kg/m)
Cable Diam. Strength Lbs. kN) Min. Lbs. (kg) Max Lbs. (kg)
1/4" 3,700 (16.4) 2.47 (.04) 2.74 (.04)
5/16" 7,000 (31.1) 3.99 (.06) 4.42 (.07)
3/8" 10,000 (44.5) 3.75 (07) 5.26 (.08)
1/2" 15,000 (66.7) 8.93 (.13) 9.90 (.15)
B. Elongation requirements specified below are based upon stabilized
new, dry cable. Stabilization refers to a process in which the cable
2
is cycled fifty (50) times between a load corresponding to 200D
and a load equal to 10%, 20% or 30% of the cable's
approximate average breaking strength. Relevant elongation
values are as shown in the table below. The tolerance on these
values is + 5%.
Permanent Elongation
Elastic Elongation
Total Stretch
% Breaking Strength
10% 20% 30%

0.7 1.8 2.6
0.6 1.4 2.2
1.3 3.2 4.8
C. The revetment cable shall exhibit good to excellent resistance to
most concentrated acids, alkalis and solvents. Cable shall be
impervious to rot, mildew and degradation associated with marine
organisms. The materials used in the construction of the cable
shall not be affected by continuous immersion in fresh or salt
water.
D. Selection of cable and fittings shall be made in a manner that
insures a safe design factor for mats being lifted from both ends,
thereby forming a catenary. Consideration shall be taken for the
bending of the cables around hooks or pins during lifting.
Revetment cable splicing fittings shall be selected so that the
resultant splice shall provide a minimum of 601/o of the minimum
rated cable strength. Fittings such as sleeves and stops shall be
aluminum and washers shall be galvaniZcd steel unless otherwise
shown on the Contract Drawings.
02785-7

2.4 ANCHORS
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A. Where permanent anchoring is required, e.g. hanging mats on steep
slopes without toe construction, the cables shall be attached to the
anchoring system as indicated on the Contract Drawings.
2.5 FILTER FABRIC
A. The geotextile filter shall meet the minimum physical requirements
listed in Table No. 3 of these Specifications. Consultation with the
manufacturer is recommended.
B. The geotextile fiber shall consist of a long-chain synthetic polymer
composed of at least 85 percent by weight of propylene, ethylene,
ester, or amide, and shall contain stabilizers and/or inhibitors
added to the base plastic, if necessary, to make the filaments
resistant to deterioration due to ultraviolet and heat exposure. The
edges of the geotextiles shall be finished to prevent the outer fiber
from pulling away from the geotextiles.
C. The Contractor shall furnish the Engineer, in duplicate,
manufacturer's certified test results showing actual test values
obtained when the physical properties are tested for compliance
with the specifications.
D. During all periods of shipment and storage, the filter fabric shall be
protected from direct sunlight, ultraviolet rays and temperatures ?
greater than 140 degrees Fahrenheit. To the extent possible, the
fabric shall be maintained wrapped in its protective covering.
TABLE 3. PHYSICAL
REQUIREMENTS
[7Physical Property Test Procedure Minimum Value
Grab Tensile Strength
(Unaged Geotextile) ASTM D4632 200 Lbs.
(in any principal direction)
Breaking Elongation
(Unaged Geotextile) ASTM D4632 30% max.
(in any principal direction)
Burst Strength ASTM D3786 400 psi
Puncture Strength ASTM D4833 1 15 lbs.
A.O.S., U.S. Std. Sieve ASTM D4751 see Design Manual
% Open Area CWO-22125-86 5%
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Permittivity ASTM D4491 0.5 sec
11 s
E. Final acceptance of the filtration geotextile by the Engineer shall be
dependent upon the geotextile performance when tested in accordance
with ASTM D5105, Standard Test Method for Measuring the Soil-
Geotextile System Clogging by the Gradient Ratio test or the Hydraulic
Conductivity Ratio test. Soil characteristics such as grain size,
gradation, and plasticity shall be determined for every 200,000 square
feet of geotextile installed, or for each source of borrow material used
during construction. Significant differences in soil characteristics shall
require further performance testing by either the Gradient Ratio or the
Hydraulic Conductivity Ratio tests at the discretion of the Engineer.
The locations for which the material to be tested is extracted shall be
approved by the Engineer. The Contractor shall provide the site-
specific soil and modified proctor curves for the site-soil, at his own
expense, to the manufacturer. The manufacturer shall be responsible
for the performance of the test by a certified independent laboratory
experienced in performing such test. The test shall be performed under
the actual field soil conditions or as otherwise required by the
Engineer.
F. At the time of installation, the filter fabric shall be rejected if it has
been removed from its protective cover for over 72 hours or has
defects, tears, punctures, flow deterioration, or damage incurred during
manufacture, transportation or storage. With the acceptance of the
Engineer, a torn or punctured section of fabric shall be repaired by
placing a filter fabric patch over the damaged area prior to placing the
mats. The patch shall be large enough to overlap a minimum of three
(3) feet in all directions.
G. In the event preassembled panels of fabric are required, the panels of
filter fabric shall be sewn together at the manufacturer or another
approved location to form sections not less than x feet wide and x feet
long.
H. The following filter fabric is pre-approved:
1. Mirafi, Filterweave 500 for top layer of geotextile directly
under the Armm-flex.
2. Armortec 70/20 - for top layer of geotextile directly under the
Armorflex.
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3. Tcnsar 13X 1200 for bottom layer of gcotcxtilc on the
subgradc of the lake.
02785-9

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2.6 SIZE OF ARTICULATING CELLULAR CONCRETE MATS
A. The cellular concrete blocks, cables and fittings shall be fabricated
at the manufacturer or another approved location into mats with a
width of up to eight (8) feet and a length of uo to forty (40) feet or
approved by the Engineer.
PART 3 - FOUNDATION PREPARATION, GEOTEXTILE AND MAT PLACEMENT I
3.1 FOUNDATION PREPARATION
A. General: Areas on which filter fabric and cellular concrete blocks
are to be placed shall be constructed to the lines and grades shown
on the Contract Drawings and to the tolerances specified in the
Contract Documents, and approved by the Engineer.

B. Grading: The slope shall be graded to a smooth plane surface to
ensure that intimate contact is achieved between the slope face and
the geotextile (filter fabric), and between the geotextile and the
entire bottom surface of the cellular concrete blocks. All slope
deformities, roots, grade stakes, and stones which project normal to
the local slope face must be regraded or removed. No holes,
"pockmarks", slope board teeth marks, footprints, or other voids
greater than 1.0 inch in depth normal to the local slope face shall
be permitted. No grooves or depressions greater than 0.5 inches in
depth normal to the local slope face with a dimension exceeding
1.0 foot in any direction shall be permitted. Where such areas are
evident, they shall be brought to grade by placing compacted
homogeneous material. If poor soils are encountered prior to
placing homogenous material (aggregate/stone) an additional layer
of geotextile shall be placed between the poor subgrade and the
aggregate. The slope and slope face shall be uniformly compacted,
and the depth of layers, homogeneity of soil, and amount of
compaction shall be as required by the Engineer. Note: The mats
are typically 8-feet wide, therefore subgrade preparation may be
made easier by attaching a flat, rigid bar or beem a minimum of 9-
feet long to the end of the bucket of the excavator.
C. Excavation and preparation for anchor trenches, side trenches, and
toe trenches or aprons shall be done in accordance to the lines,
grades and dimensions shown Hi the Contract Drawuigs. The
anchor trench hinge-point at the top of the slope shall be uniformly
graded so that no dips or bumps greater than 0.5 inches over or
under the local grade occur. The width of the anchor trench huige-
02785-10
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3.2
3.3
point shall also be graded uniformly to assure intimate contact
between all cellular concrete blocks and the underlying grade at the
hinge-point.
D. Inspection: Immediately prior to placing the filter fabric and
cellular concrete blocks, the prepared area shall be inspected by the
Engineer, the owner's representative, and by the manufacturer's
representative. No fabric or blocks shall be placed thereon until
that area has been approved by each of these parties.
PLACEMENT OF GEOTEXTILE FILTER FABRIC
A. General: Filter Fabric, or filtration geotextile, as specified
elsewhere, shall be placed within the limits shown on the Contract
Drawings.
B. Placement: The filtration geotextile shall be placed directly on the
prepared area, in intimate contact with the subgrade, and free of
folds or wrinkles. The geotextile shall not be walked on or
disturbed when the result is a loss of intimate contact between the
cellular concrete block and the geotextile or between the geotextile
and the subgrade. The geotextile filter fabric shall be placed so
that the upstream strip of fabric overlaps the downstream strip.
The longitudinal and transverse joints shall be overlapped at least
two (2) feet. The geotextile shall extend at least one foot beyond
the top and bottom revetment termination points. If cellular
concrete blocks are assembled and placed as large mattresses, the
top lap edge of the geotextile should not occur in the same location
as a space between cellular concrete mats unless the space is
concrete filled.
PLACEMENT OF CELLULAR CONCRETE BLOCKS/MATS
A. General: Cellular concrete block/mats, as specified previously in
these Specifications, shall be constructed within the specified lines
and grades shown on the Contract Drawings.
B. Placement: The cellular concrete blocks shall be placed on the
filter fabric in such a manner as to produce a smooth plane surface
in intimate contact with the filter fabric. No individual block
within the plane of placed cellular concrete blocks shall protrude
more than one-half inch or as otherwise specified by the Engineer.
To ensure that the cellular concrete blocks are flush and develop
02785-1 1
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intimate contact with the subgrade, the blocks shall be "seated" I
with a roller or other means as approved by the Engineer.
C. If assembled and placed as large mattresses, the cellular concrete t
mats shall be attached to a spreader bar or other approved device to
aid in the lifting and placing of the mats in their proper position by
the use of a crane or other approved equipment. The equipment
used should have adequate capacity to place the mats without
bumping, dragging, tearing or otherwise damaging the underlying
fabric. The mats shall be placed side by side and/or end to end, so
that the mats abut each other. Mat seams or openings between
mats greater than two (2) inches shall be filled with grout.
Whether placed by hand or in large mattresses, distinct changes in
grade that results in a discontinuous revetment surface in the
direction of flow shall require a grout seam at the grade change
location so as to produce a continuous surface.
D. Anchor trenches and side trenches shall be backfilled and
compacted flush with the top of the blocks. The integrity of a soil
trench backfill must be maintained so as to ensure a surface that is
flush with the top surface of the cellular concrete blocks for its
entire service life. Toe trenches shall be backfilled as shown on
the Contract Drawings. Backfilling and compaction of trenches
shall be completed in a timely fashion. No more than 500 lineal
feet of placed cellular concrete blocks with non-completed anchor
and/or toe trenches shall be permitted at any time.

E. Finishing: The cells or openings in the cellular concrete blocks
shall be backfilled and compacted immediately with suitable
material to assure that there are not voids and so that compacted
material extends from the filter fabric to one-inch above the
surface of the cellular concrete block. Backfilling and compaction
shall be completed in a timely manner such that no more than 500
feet of exposed mats exist at any time.
F. Consultation: The manufacturer of the cellular concrete
blocks/mats shall provide design and construction advice during
the design and initial installation phases of the project.
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PART I - GENERAL
1.1 SCOPE
Ll
SECTION 03300
CAST-IN-PLACE CONCRETE
A. The Contractor shall provide all labor, materials, equipment and services necessary
for the proper completion of all forming, reinforcement and cast-in-place concrete
work indicated on the Drawings and specified herein.
B. The Contractor shall refer to the Drawings for required location, size and details of
concrete work.
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1.2 REFERENCE SPECIFICATIONS: Unless otherwise altered, amended, supplemented or
deleted by these Specifications all concrete work shall conform to the following:
A. American Concrete Institute "Specifications for Structural Concrete for Buildings,"
ACI 301-96. A copy of "Specifications for Structural Concrete for Buildings With
Selected ACI and ASTM References," ACI Publication SP-15, may be purchased
from the American Concrete Institute, P.O. Box 9094, Farmington Hills, Michigan
48333. This reference is referred to hereafter in these specifications as the ACI
Specifications.
B. American Concrete Institute "ACI Detailing Manual (1994 Edition)," Publication SP-
66(94), hereafter referred to in this section as the ACI Detailing Manual.
C. American Concrete Institute "Guide to Formwork for Concrete, ACI 347R-94" and
"Formwork for Concrete (6th Edition) 1995," ACI Manual SP-4.
D. The Concrete Reinforcing Steel Institute "Manual of Standard Practice," hereafter
referred to in this section as the CRSI Manual.
E. The Concrete Reinforcing Steel Institute manual "Placing Reinforcing Bars,"
hereafter referred to in this section as the CRSI Placing Manual.
F. The Concrete Reinforcing Steel Institute manual "Reinforcement Anchorages and
Splices," hereafter referred to in this section as the CRSI Bar Splicing Manual.
1.3 SUBMITTALS: For review the Contractor shall, prior to construction, submit to the
Engineer for review data for the following items specified in this section:
A. Complete shop and placing drawings shall he prepared for reinforcement in
accordance with the ACI Detailing Manual and the CRSI Manual.
033OO-I
B. Concrete Mix Designs.
PART 2 - PRODUCTS
2.1 DESIGN OF CONCRETE
A. The Contractor shall be responsible for furnishing concrete which conforms to the
following properties in accordance with Chapters 2 and 3 of the ACI Specifications:
Minimum
28-day Maximum
Location Compressive Coarse Slump *Air **Maximum
Strength Aggregate Entrain- Water/
(6" x 12" Size & ment Cement
Cylinders) Type Ratio
Footings
All Other
3000 psi 1 1/2" Stone 2" to 4"
3000 psi 3/4" Stone 2" to 4"
Not Reqd. 0.62
Required 0.58
*In accordance with Chapter 3 of the ACI Specifications for the appropriate size of aggregate.
**Including free surface moisture on aggregates, and liquid admixtures.
2.2 CEMENT
A. Cement for concrete shall conform to Standard Specification for Portland Cement,
ASTM C150, Types IA or IIA. Fly ash and other cements conforming to ASTM
C595 and ASTM C989 shall not be used on this project.
2.3 ADMIXTURES
A. Calcium chloride or admixtures containing calcium chloride shall not be used on this
project.
B. Fly ash admixtures shall not be used on this project.
2.4 REINFORCEMENT
A. Reinforcing bars shall be rolled from new billet-steel of domestic manufacture
conforming to "Specification for Deformed and Plain Billet-Steel Bars for Concrete
Reinforcement," ASTM A615, Grade 60 and Supplemental Requirement St.
2.5 REINFORCEMENT ACCESSORIES
A. High chairs with sand plates shall be used to support reinforcing steel in footings and
other members in contact with the earth. Wire shall be not less than #4 and plate shall
be approximately square and not less than 20 gage.
03300-2
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B. CRSI "Class 2-Type B-Stainless Steel Protected Bar Supports" shall be provided to
support reinforcing steel in formed members. Such supports shall be constructed of
stainless steel containing not less than 16% chromium.
PART 3 - EXECUTION
3.1 FORMING
A. Concrete vertical surfaces shall be formed with wood or metal forming to the
dimensions shown on the Drawings.
B. Exposed edges of concrete shall have a 3/4 inch chamfer or may be rounded.
3.2 PLACEMENT OF REINFORCEMENT
A. Reinforcing steel shall be placed in accordance with the CRSI Placing Manual, unless
otherwise required by the Drawings or these Specifications.
B. No bars partially embedded in concrete shall be field bent.
3.3 FINISHES
A. Unless otherwise noted, the tolerances, repairing, patching and finishing of concrete
work shall be in accordance with Chapters 10 and 11 of the ACI Specifications.
B. Formed surfaces of cast-in-place concrete to be left permanently exposed to view
shall have a "Smooth Rubbed Finish," unless otherwise noted.
C. Other formed surfaces of cast-in-place concrete shall have an as-cast finish with
surface defects repaired.
D. Concrete flatwork shall receive a "Troweled Finish," unless otherwise noted.
3.4 COLD WEATHER CONDITIONS: Concrete shall not be placed when the temperature is
40 degrees F. or below and falling and when freezing weather is predicted within 24 hours.
The Contractor shall follow "Cold Weather Concreting," ACI 306R-88 in placing concrete
in cold weather with the following exceptions:
A. No calcium chloride or "anti-freeze" shall be used.
B. High Early Strength (Type 111) cement shall not be used.
C. In addition to the laboratory cured test specimens, additional concrete test specimens
shall be cured under field conditions as required and directed by the Engineer to
check the adequacy of curing and protection of the concrete.
03300-3

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D. Hot water shall be used for mixing water.
E. A description of the proposed method of curing and protection shall be submitted to '
the Engineer for review prior to commencement of cold weather concrete work.
3.5 CURING AND PROTECTION
A. Concrete shall be cured a minimum of 7 days by one or more of the methods
specified in Chapter 12 of the ACI Specifications, except polyethylene films shall not
be used for the curing of concrete work.
B. Concrete shall be protected from freezing in accordance with ACI 306.
3.6 TESTING
A. Routine testing of materials and of resulting concrete for compliance with the
Specifications shall be the duty of the testing agency selected and paid by the Owner.
This agency shall be responsible for taking, handling, transporting, curing of concrete
samples and the preparation and breaking of test specimens.
B. The Contractor shall be responsible for notification of the testing agency in ample
time for the assignment of testing personnel and shall afford the testing agency a safe
area for the storage of test specimens.
C. Four specimens shall be molded from each sample of concrete for compressive
strength tests. Two specimens shall be tested at seven days and two specimens at
twenty-eight days.
D. The testing agency shall make and record a slump test in connection with each
sampling of concrete. Additional slump tests shall be made when directed by the
Engineer, or as necessary to control the consistency of the concrete.
r
E. Any testing required for the convenience of the Contractor shall be entirely at the
Contractor's expense.
r
03300-4 1
1
1
3.7 EVALUATION OF CONCRETE STRENGTH: Concrete strengths shall be
evaluated in accordance with Chapter 17 of the ACI Specifications, except that in no case
shall the strength tests have values less than 90 percent of the specified 28-day strength.
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State of North Carolina
Department of Environment LT1.9;WA
and Natural Resources / •
Division of Water Quality
James B. Hunt, Jr., Governor D E N R
Bill Holman, Secretary Kerr T. Stevens, Director
November 28. 2000
DWQ# 00-1356
Montgomery Count}
Mr. Meriam Blake
Twin Harbor Association. Inc.
3500 Lilly's Bridge Road. Suite 828
%It. Gilead. NC. 27306
APPROVAI, of 401 Water Quality Certification
Dear. `tr. Blake:
You have our approval, in accordance with the attached conditions. to place till material along 130 linear feet of shoreline for the
purpose of constructing two parallel boat ramps at the Twin Harbor Camping Resort on Lake Tillery, as you described in your application
received by the Division of Water Quality dated October 24, 2000. After reviewing your application. we have decided that this till is covered
by General Water Qualit} Certification Number 3230. This Certification allows you to use Regional Permit Number 19S200030 when the
Corps of Engineers issues it. In addition, you should get any other federal. state or local permits before you go ahead with your project
includin_, (but not limited to) Sediment and Erosion Control. Coastal Stormwater, Non-Discharge and Water Supply Watershed regulations.
Also this approval will expire when the accompanying 404 permit expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that \ou described in your application. If you change your project. you must
notify us and you may be required to send us a new application for a new certification. If the property is sold, the new o\?ner must be gi\en a
copy of the Certification and approval letter and is thereby responsible for complying with all conditions. If total wetland tills for this project
(no),v or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h i. For this approval
to be valid, you must follow the conditions listed in the attached certification.
if you do not accept any of the conditions of this certification. you may ask for an adjudicatory hearing. You must act within 60 davs of
the date that you receive this letter. To ask for a hearing, send a written petition which conforms to Chapter 150B of the North Carolina
General Statutes to the Office of Administrative Hearings. P.O. Box 2744-1. Raleigh. N.C. 27611-7-1-17. This certification and its conditions
are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any questions.
please telephone John Dorney at 919-733-9646.
Attachments
cc: Corps of Engineers Wilmington Regulatory Field Office
Fayetteville DWQ Regional Office
Central Files
File Copy
,Sincerely.
?rf L
Stevens
0
001356
Non-Discharge Branch 1621 Mail Service Center Raleigh, North Caroline 27699-1621
Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Aciicn Employer 50% recycled/ 10% post consumer paper
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001356 "
DEM ID: CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #):
PRE-CONSTRUCTION NOTIFICATION APPLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE:
1) NOTIFICATION TO THE CORPS OF ENGINEERS
2) APPLICATION FOR SECTION 401 CERTIFICATION
3) COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT
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SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE FIELD OFFICE
OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). SEVEN (7) COPIES SHOULD BE
SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT (SEE AGENCY ADDRESSES SHEET).
PLEASE PRINT.
1. OWNERS NAME: Twin Harbor Association, Inc.

2. MAILING ADDRESS: 3500 Lilly's Bridge Rd. P 0 Box 828
SUBDIVISION NAME: Twin Harbor Camping Resort
CITY: Mt. Gilead STATE: NC ZIP CODE. 27306
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE):
3. TELEPHONE NUMBER (HOME): (WORK): 910-439-6129
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL,
ADDRESS, PHONE NUMBER: Meriam Blake. General Manager
Same
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC MAP OR
AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: Montgomery NEAREST TOWN OR CITY: Mt. Gilead, NC
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.)
From NC 73 two miles on right of Lilly's Bridge Rd.
From NC 731 6 miles on left off Lilly's Bridge Rd.
6. IMPACTED OR NEAREST STREAM/RIVER: Lake Tillery
RIVER BASIN: Pee Dee

a ?.
7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER
(SA), HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW), WATER SUPPLY
(WS-I OR WS-II)? YES [ J NO [ X] IF YES, EXPLAIN:
7b. IF THE PROJECT IS LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT
ARE OF ENVIRONMENTAL CONCERN (AEC)? YES ( ) NO [X]
7c. IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR LIST OF COASTAL
COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION:
8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS PROPERTY?
YES ( ) NO [ X] IF YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS PERMIT AND ANY
ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401 CERTIFICATION):
8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE?
YES [ ] NO [X ] IF YES, DESCRIBE ANTICIPATED WORK:
9A. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND: 200
9B. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE: none
10A. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: EXCAVATION:
FLOODING:
DRAINAGE:
OTHER: 1.532 feet fnr cinuble boat ramps/loading pier
TOTAL ACRES TO BE IMPACTED:

10B. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCATED, PROVIDE
DISTANCE BOTH BEFORE AND AFTER RELOCATION):
LENGTH BEFORE : 130 ' FT AFTER: 130 FT
WIDTH BEFORE (based on normal high water contours): 22 FT
WIDTH AFTER: 22 FT

AVERAGE DEPTH BEFORE: n/a FT AFTER: n/a FT
(2) STREAM CH ANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL:
CHANNEL ELEVATION: CONSTRUCTION OF A DAM/FLOODING:
OTHER:
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE WATERSHED DRAINING
TO THE POND?
WHAT IS THE EXPECTED POND SURFACE AREA?
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL EQUIPMENT
TO BE USED (ATTACH PLANS: 8%" x 11" DRAWINGS ONLY):
2 boat ramps 8 x 30 totaling 1040'
1 4' loading pier x 30
Backhoe or front end loader
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13. PURPOSE OF PROPOSED WORK: Having removed all boats from the shoreline we need
more availability for the owners to launch their boats.

14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN
WETLANDS. (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS):
1040' of boat ramp
15. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER (SHPO) (SEE
AGENCY ADDRESSES SHEET) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE
PERMIT AREA WHICH MAY BE AFFECTED BY THE PROPOSED PROJECT.
DATE CONTACTED: 10/10/00 spoke with Katrina Chase
16. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF PUBLIC
(STATE) LAND? YES [ ) NO [ X] (IF NO, GO TO 18)
a. IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL DOCUMENT
PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT?
YES [ I NO [ )
b. IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA DEPARTMENT
OF ADMINISTRATION STATE CLEARINGHOUSE? YES [ ) NO [
IF ANSWER TO 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE STATE
CLEARINGHOUSE TO DIVISION OF ENVIRONMENTAL MANAGEMENT REGARDING COMPLIANCE WITH THE
NORTH CAROLINA ENVIRONMENTAL POLICY ACT.
QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE DIRECTED TO
MS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH CAROLINA DEPARTMENT OF
ADMINISTRATION, 1302 MAIL SERVICE CENTER, RALEIGH, NORTH CAROLINA 27699-1302,
TELEPHONE [phone].
17. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF PROPOSED ACTIVITY
INVOLVES THE DISCHARGE OF EXCAVATED OR FILL MATERIAL INTO WETLANDS:
a. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES AND PONDS ON THE
PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26, 29, AND 38). ALL
STREAMS (INTERMITTENT AND PERMANENT) ON THE PROPERTY MUST BE SHOWN ON THE MAP.
MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET OR 1 INCH EQUALS 100 FEET OR THEIR
EQUIVALENT.
b. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED BY PROJECT.

C. IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA SHEETS RELEVANT
TO THE PLACEMENT OF THE DELINEATION LINE.
d. ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED.
e. WHAT IS LAND USE OF SURROUNDING PROPERTY?
f. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
g. SIGNED AND DATED BY AGENT AUTHORIZATION LETTER, IF APPLICABLE.
NOTE: WETLANDS OR WATERS OF THE U.S. MAY NOT BE IMPACTED PRIOR TO:
1) ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT, AND
2) EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF ENVIRONMENTAL MANAGEMENT
(WATER QUALITY) CERTIFICATION.
OWNER'S/AGENT'S SIGNATURE DATE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED (18G.))

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October 10, 2000
TO WHOM IT MAY CONCERN;
Win Harbor
PROPERTY OWNERS ASSOCIATION
Twin Harbor Association, Inc. does hereby give Meriam Blake, our general manager the
autorization to apply with the Corp of Engineers to obtain a permit to build two boat
ramps as per enclosed information.
Thank you.

Terry Gouge
Vice President
Twin Harbor Association, Inc.
Board of Directors
P.O. Box 828 - Mt. Gilead. NC 27306 - 9101439-6129 - FAX [phone]
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80°07'30" 580 181 1 -67-0-00Z FEET °82 183 ? 5,
1 Mapped, edited, and published by the Geological Survey
Control by USGS, NOS/NOAA and North Carolina Geodetic Survey * 1
MN
Topography by photogrammetric methods from aerial photographs GN 1000 0
taken 1977. Field checked 1978. Map edited 1981. -
Projection and 10,000-foot grid ticks: North Carolina coordinate LO3311
-
system (Lambert conformal conic) 8MILS 1000-meter Universal Transverse Mercator grid, zone 17 to MILS
1927 North American Datum
To place on the predicted North American Datum 1983
move the projection lines 11 meters south and
TWIN HARBOR ASSOC., INC.
ULIAC:H ANU KEIAIN IHIS SIAILMLNT
'SHE ATTAC N ED CHECK IS IN I-'AYMENT OF ITEMS DES-1-ED RELOW.
?F NOT CORRECT PLEASE NOTIFY US PROMPTLY. NU RECEIPT DLSIRED.
DELUXE -FORM WVCP-3 V-2 Gh C C_ &.1,16L l L?a
DATE DESCRIPTION s AMOUNT
10-23-00 #9200 Fee for application for permit 200.00
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WIRE FENgNG AND
FX.TER FABRIC 7RFATED 2' x 4' POSTS Q
io' o.c. wmi wiRE oR 8" THICK ABC BASE COURSE 6' o.C. WmroUt WIRE (100% COMPACTED) SEEDING SCHEDULE
2" 5-9.5B ASPHALT TEMPORARY SEED MIX SHALL BE USED FOR ALL AREAS EXPOSED GREATER THAN ONE ~
SURFACE COURSE WEEK AND SU&IECT TO FURTHER DISTURBANCE. z
TEMPORARY SUMMER SEED MIX (TO BE FOLLOWED BY PERMANENT FALL SEED MIX) ~ zo
SPECIES ATE ,{L8./ACRE)
MARCH i - SEPT. 1 GERMAN MILLET 120 ~ ~5~
TEMPORARY WINTER SEED MIX (TO BE FOLLOWED BY PERMANENT SPRING SEED MIX) Q
~ _ _ _ _ _ LONGITUDINAL 4' ~~~~iii~~~iii~~~iii~~~iii~~~iii~~~iii~l~iii~~~iiil CABLES
SPECIES RATE (J B./ACREI
SEPT. 7 -MARCH 1 WINTER RYE (GRAIN) 200
KOBE LESPEDE7A 120
COMPACTED SUBGRADE PERMANENT SPRING SEED Mq(
COMPACTED
BACKFILL SPECIES RATE (LB./ACRE)
FEB. 1 -APR. 15 TALL FESCUE 100
DREND FABRIC AND 3 ASPHALT PAVEMENT SECTION SERICEA LESPEDEZA 30 R'cN~ „ROB
WIRE INFO TRENCH KOBE LESPEDEZA 10 2~ o ESSi~y
NorE: C2 C4 NOT TO SCALE PERMANENT FALL SEED MIX =Q seu
REMOVE ANY SEDIMENT GREATER THAN 12' DEEP. REPNR ANY
UNOERMININC IMMEDIATELY. 1 SILT FENCE iosia s
C3 C4 NSS. AUG. 20 -OCT. 25 TALL FESCUE ~7E 'LOe./ACRE) 09 ~~NN~`~~e~
SERICEA LESPEDEZA 30 eS D.
ENLARGED PLAN KOBE LESPEDEZA 10
SOIL AMENDMENTS
AS REQUIRED TO BE INCORPORATED INTO THE TOP 3 INCHES OF SOiI IN AREAS WITH SLOPES 2:1 OR FtATfER APPLY FERTILIZER (10-10-70) AT A RATE OF 1000 LB/ACRE
APPLY LIME (GROUND AGRICULTURAL LIMESTONE) AT A RATE OF 4000 LB/ACRE • ~ ~
APPLY SUPERPHOSPHATE (0-49-0) AT A RATE OF 200 LB/ACRE • U M
6' LONG PRECAST REVETMENT CABLE • REQUIRED FOR PERMANENT SEED MIX ONLY 2 V ~ N N
CONCRETE WHEELSTOP 10 3/8°
WITH 2-$4 REBARS ARTICULATING CONCRETE GULCH ~2~ o~
II 'O NEW ASPHALT PAVEMENT MATS (BACKFlLIED WITH APPLY 4,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER. ~ ~ ~
1.5"CRUSHED STONE) OO OO DO DO ANCHOR MULCH WITH ROVING, NEfTiNG OR BY TACKING WITH ASPHALT EMULSION AT A RATE
0 0 D 0 0 0 OF 400 GAL./ACRE Z
BACKFlLL W/NCDOT 00 00 00 DO way
~ ~ ~ ~ ~ X67 STONE O O D O O O M I N I M U M O F 1" O F R N N F A L L A W E E K ( I F N O T S U P P LI E D N A T U R A L L Y, C O N T R A C T O R Z V V x
O O O O O O D O SHALL SUPPLY THE REMAINING AMOUNT UNTIL GROUND COVER HAS BEEN ESTABLISHED}. 2 y ~a`- LL
-~~~I REVETMENT CABLE cnaLE O O O O O O
W~~ O O O O O O D O REFERTILIZE IN THE SECOND YEAR UNLESS THE GROWTH IS FULLY ADEQUATE. 4 ~ ~ ,rte. `O
2-~6 REBARS THRU WHEEL- REVETMENT CABLE W/3' W/3' MECHANICAL O O O O O ~ MOW WHEN THE AVERAGE PLANT HEIGHT EXCEEDS 6 INCHES. ~ ~ ~ N
STOP AND PAVEMENT MIN. 30' MECHANICAL ANCHOR ANCHOR LONG. 2~
O O O O O O O RESEED, FERTILIZE AND MULCH DAMAGED AREAS IMMEDIATELY.
00 0 ~ m~
~ sECnoN 2~ 0 y in o
ARTICULATING CONCRETE
MATS 50S OPEN o~ 00 00 0 0 0 SEED BED PREPARATION
2-~4 REBARS CELLS (BACKFlLLED WITH m~
1.5' NCDOT X67 STONE)
0 0 0 0 0 0 d 0 1• RIP THE ENTIRE AREA TO 6• ~arr~. N a
2. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LFJ~VING SURFACE ~ o
WOVEN GEOTEXl1LE REASONABLY SMOOTH AND UNIFORM. ~ n
flLTER FABRIC PLAN 3. APPLY AGRICULTURAL LIME FERTILIZER, AND SUPERPHOSPHATE IN ACCORDANCE
~6 REBAR ~g WITH "SEEDING SCHEDULE AND MIX WITH SOIL.
6~_0. I 8" NCD07 X67 STONE BEO 4. CONTINUE TILLAGE UNTIL AWELL-PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED
r PL's 4 BOAT RAMP5 ° CONCRETE - ~4 NOT TO SCALE,,, ] n \V . w 2 WHEELSTOP DETAIL
TYPICAL ARTICULATING IS PREPARED 4 TO 6 INCHES DEEP.
5. SEED ON A FRESHLY PREPARED SEEDBED AND C04ER SEED LIGHTLY WITH SEEDING
s CONCRETE MAT EQUIPMENT OR CULTIPACK AFTER SEEDING. SEED ACCORDING TO SEEDING SCHEDULE."
- C4 NOT TO SCALE 6. MULCH IN ACCORDANCE WffH "SEEDWG SCHEDULE" IMMEDWTELY AFTER SEEDING.
7. INSPECT ALL SEEDING FOR COMPLIANCE WITH THE REQUIREMENTS OF THE "SEEDING
SCHEDULE'. MAKE NECESSARY REPAIRS AND RESEED WITHIN THE PLANTING SEASON, ^
C2 C4 NOT TO SCALE IF POSSIBLE, OR THE DAMAGED AREA SHALL BE REESTABLISHED fOLLOWiNC, THE ORIGINAL }i~
LIME, FERTILIZER, AND SEEDING REQUIREMENTS.
SECTION A-A
EROSION CONTROL CONSTRUCTION SEQUENCE z 4.
a _ _
- EXIS JN.G~S LLP_AYE~ _ INSTALL GRAVEL SILT FENCING.
_ .-CORN FOSTS'-_ - _ - --.NEW- A PHr4L-~ P ~/EMEPIT - - ~ 2, BEGIN GRADING ACTIVITIES. MNNTfUN ALL EROSION CONTROL MEASURES.
o g _ _ _ _ _ a - _ - 3. ALL AREAS WHICH NO FURTHER LAND DISTURBING ACI7VITY WILL BE
_ _ ~C15TiN~ AflE ~ - _ - - UNDERTAKEN ARE TO BE PLANTED OR PROVIDED WITH PROTECTIVE
COVER WITHIN 15 WORKING DAYS.
_ _ _ 4. AS CONSTRUCTION PROGRESSES, REMOVE SILT AND SEDIMENT BUILDUPS
0 85 _ FINI~kI€D ADE - - - - = - - . AT ALL EROSION CONTROL DtVICES TO MAINTAIN ADEQUATE EROSION =
CONTROL MEASURES.
_ _ _ _ _ 5. WHEN CONSTRUCTION IS COMPLETE AND ALL SOIL ARFAS 5fABILIZED. CALL FOR
ON-SITE INSPECTION BY THE OWNER AND ENGINEER. Z
2p0 - -
v---'- - `J-- 6. IF THE SITE IS APPROVED, REMOVE TEMPORARY EROSION CONTROL MEASURES 3
8 _~RIICU NG-CO CR - IS - ~ - - - - - - -------8 -A8C -BA -~OF1RS ~~F1RS - O qND SEED RESULTING DISTURBED AREAS. ESTABLISH PERMANENT F
VEGETATION DURING THE APPROPRIATE TIME OF YEAR. 7. WHEN VEGETATION IS ESTABLISHED. CALL FOR FINAL INSPECTION.
n ..----WAiE fL~V: 2~ :5- - _ ----------T....--- _
7 J wh: AUG.. 2003
oESxr+EO: COH
_ _ _ .
27O ~ AS NOTm
~ 270 _ ~ -
sNEEr rro.
Y
C-4
0 00 0+50 1 +00 1+50 a:

Z
0
o
~ ~
rc
0
FASTEN STRINGERS TO INSIDE
J015TS MATH TWO 20d NAILS
AT EACH OVERLAP
~ZN ~Rp~
a~~FFSSipks
SFAL ~ 10614
TWO - 1/2" DIA. GALV.
STEEL ANCHOR BOLT
~<fS D.
a FASTEN 2" X 6"'s TO
M PERIMETER BAND
WITH 8d NAILS
1 1/2" MIN. ~
Q. n
ANCHOR BOLT
z N
18' 2" N K~U M C M
n
V m
NOTES: t
~ O
1. AlL DOCK HARDWARE TO BE HOT DIPPED °Q3 ~ ~ Z i U V m x
GALVANIZED STEEL EXCEPT AS N07E0 BELOW. Z~VI c p
~a LL
2. CONNECT FLOATING UNIT TO ABUTMENT MAiH: A/?J~ Sapp f
2~ ~
ANDrNYLON LO(~CSNUTSHEX HEAD BOLTS 5~~4~N~ 279.33
'NAT i~ ~Jz~ N
3. WD-TM SINGLE "T" MALE CONNECTORS ARE 277.33 N
TO BE PLACED ON 7HE CON(xiETE ABUTMENT o~
WD-TF SINGLE "T' FEMALE CONNECTORS ~ Q f/1 O ~ v~
ARE TO BE PLACm ON 1FIE FLOATING DOgC
SECTION AS ILLUSTRATED. ~4 REBAR 1' O.C. 2p~ ~ O v
(BOn~ WAYS) ~°F m d C O
3a
4. THE V1~-TM OONNECTORS SHOUTA BE ATTACHED 4' LONG, BURY 2°X6"
TO THE ANCHOR BOLTS ON THE OUTSIDE OF THRU MATS AND
FORM WORK TO ENSURE FlT AFTER FORM REIWVAL INTO GROUND 4"X6" N M
5. IN INTERNAL VIBRATOR SHOULD BE USED TO
CONSOLIDATE CONCRETE. GRADE TURNING POINT
6. CONCRETE SHALL ~ A DESIGN MIX OF 3500 ADD WD-IN INSIDE CORNER 2" X 10" PERIMETER BAND
PSI MIN. MATH A MAX. SLUIdP OF 3' BRACKET TO FlRST
o MAX. AGGREGATE SIZE TO BE 3/4'. FLOATING DOCK SECTION 2° X 6" DECK BOARDS 2• 2• 2• 2•
7. AFTER FLOATING CONCRETE. PROVIDE A BROOM
FlNISH ON TOP SURFACE.
N 8. PLACE 3/4" X 3/4° CHAMFER STRIPS WSIDE 8 1/2"
$ THE FORM WORK SO THAT THE FOUR VERTICAL 26 1/2'
CORNERS AND THE TWO HOR20NTAL TOP EDGES #4 REBAR 1' O.C.
W ARE CHAMFERED. (BOTH WAYS)
4' LONG, BURY
9. ENSURE THAT ANCHOR BOLTS ARE SECIIRFD THRU MATS AND 3' X 4 X 1.5' ~~~A-~ 2 X6'AND4'X6"
SUCH THAT THEY WILL REMAIN AU(~JED INTO GROUNO INSIDE JOISTS U ~ a
DURING CONCRETE POUR. THEY SHOULD
BE FASTENED TO 7HE FORMS WITH NUTS PLACm 2" X 6" CROSS STRINGER
AND TIGHTENED ON BOTH SIDES OF THE FORIAS
W
U
O O
2 NPICAL 8' X 20' WOODEN FLOATING DOCK ~y ~
cs cs a.TS.
1 CONCRETE ABUTMENT AND FLOATING DOCK DETAILS
~ ~ w.rs.
N m
M
O MQ
f~
w~ MIG.. 2003
omaxu CDIi
owum: WEW
O a CDH
~ AS NOTED
sx~r tm.
S
U a
7 C-5
m g
I

ORTH PH 0 OT MAP F 0 O M NTGOM E RY 0 C NT U Y N R H O T C ,TH CAR LI N 0 A
° MATCH MAP
E 1,672,500 E1,673,~1M _ _ E 1,673,500 6575.14 E 1,674,000 '01'89 TH 94 E 4278 TH 2O0-E 7916 TH-10-E E 1,674 500 75,000
0200 TH-88-D 4314 TH-137-E 7984 TH-15-E ~ ~ . ~ , , .~a ~ ~ ~r J . - ~ , - S~
0207 TH-97-E 4335 TH-202-E 7998 TH-14-E ,fix,. " t. m ~ ~ j
0267 TH-96-f 4357 TH-138-E 8013 TH-13-E ~s - ~ ~ '~y~, _ ~ , ~ OF 1yp r ~ , ~ -ti ~ . y ~ `
0272 TH^95-E 4376 TH-203-E 8079 TH-225-E 0301 TH-109-E 4389 TH-139-f 8132 TH-224-E ~,.'~,y - r ~ ~ '~J ~ - t, 4' ~ c^
' 0307 TH-118-D 4438 TH-2T-E 8138 TH-102-E a 4 ~ n ~ . 8X ~ , ~ ~t.; W
k p 0376 TH-110-E 4456 TH-2~-E 8187 TH-t01•E t 'k " ` _ r`
n 0465 TH-112-E 4 H-26-E 8193 TH-226-E ~ ' ~ t:±f ~ ~ ~F° ~ i M1, r. f ~ 4 u C. y~ o N ~ E ~ V
0469 TH-II3-E 4566 TH-5 - a 6 E 8201 TH-84-D ' ,1 ~ e ~ p ~ T r ~ b. Y t K. ~ e . ~ 179 . ,
~ 471 TH-fll-E 4593 TH-25-E 8228 TH-104-E ~ 646 ~ . ~ ~ ~a` ` ~ - _ ~
2 0529 TH-116-E 4661 TH-55-f 8237 TH-232-f a?, 0563 TH-I 14-E ' 4686 TH-54- 4'I TH- - " E 82 85 D t ~ b3 ~ - ` / ~ ~ ~ I ~ • ~ 5A e z ~ _
0567 TH-115-E 4711 TH-35-E 8259 TH-T9-D ~ ° Q , ,,tom ~ 5!0 ~ » ~ STN c~+¢°./ ' 3 • ~ .
0687 TH-133-E 4725 TH-36-E 8265 TH-231-E i " ~ , <,s ; . ,
0731 TH-II9-E 4738 TH^37-E 8281 TH-66-D ;~.a 4,~ (V 0755 TH-120-E 4780 TH-53-E 8282 TH-230-E , , ,
0779 TH-121-E 4852 TH-38-E 8298 TH-78-D ` ~ ~ t ~ r N s; ~,IA 't ~ 07AY, a 3q. s c ~ , w ~ ,.93'24,.
Q 0791 TH-132-E 4865 TH-39 E 8300 TH-233-E e ",A ~ ~ ~ ~ a ~ Al ~ 3~J PROPERTY MAP
0882 TH-122-E A956 TH-41-E 8304 TN-234-E ~ 4/ ~ , ~ ~ ` 4 W r ~ ~
0897 TH-123-f 4981 TH-40-E 8310 TH-BO-D ` ~ '°,~k. , O , ~ µ ~ nr , S ~ . ~8'Ai-" ~ a 5392 , s ^ ; a:. O F
Q 0904 TH-21-D 4998 TH-42-E TH-I - ~3 8355 05 E ~ . ~ ,a ° 1025 TH-162-E 5082 TH-44-E 8379 TH-100-D j.. .
1075 TH-163-E 5118 TH-193-E THE" - j " ~ { 8385 106 E A ) 7 ~ A A W 0~ e- N
1115 TH-93-E 5121 7H-186-E 7 7- ° 839 TH-23 E ~t~~r
1218 TH-61-E 5159 TH-194-E 8493 TH-101-D ,(i: ~ 09 c ~ ~ d ,e ,~r 5 ~
~ 1294 TH-60-E 5162 TH-185-f 8500 TH-I3-D ~ ~ ~ ~a' t ~ ~ ~ ~ ~ [
7 TH - 3 3 -62-f 5208 TH-4 D 8533 TH-14-D ~ : 1378 TH•fi3-E 5219 TH-199-E 8547 TH-15-p ~ ~ `'w V tJ' v : 3 ~
V y ~l? 1473 TH-64^E 5290 TH-195-E 8608 TH-148-E ` m
~t Q 1417 TH~65-E 5292 TH-142-D 8661 TH^16-D ~
1571 TH-66 E 5316 TH-204-E 8665 TH-IT-D 9 ~ v a , ,~y , ; r v , 05k~ ~ ~ ti , ;
1574 TH-67-E 5332 TH-5-D -8689 TH-18-D + ' 1578 TH-68-E 5351 TH-198-E 8712 ~ TH-149-E , ~ ~ ; ~ ~ i; m' P , ° o ~ r '4
1672 TH-69-E 5358 TH-205-E 8125 TH-150-E `r a ~ ~ ~ ~ !!g: , 1 n
1697 TH-10-E 5374 TH-6^D 8852 TH-151-E a Y 5 ~ ~ u' 'p~ ~ q~ 6' Alm ~ 1, ~!Q ~ q~ ~ 2 r ~ l
1715 TH-131-E 5392 TH-191-E 8876 TH-152-E ;?r~~ ~ ~ ~ ~ e •
1738 TH-130-E 5398 TH-206-E 8980 TH-153-E ~ ~ ~ ~ I ~ t . A N 3 ~ ~ , ; . I ~ ~ ~ ~o o ~ NORTH CAROB NA I -
O 1842 TH-129-E 5421 TH-140-E 9072 TH-156-E ti ~ ~ .n ~ O a:, o .0 1866 TH-128-E 5438 TH-207-E 9129 TH-229-E • 0 ~ ~ AO , ~ . _ _ ~ o 0~6 ~ ( ~
O 1901 TH- 14 4 t ~ ~ ~w,; ~ ~ O ~ ~
a 2 -f 5 63 TH-141-E 9139 TH-100-E y ~i r' ` ~ 70 ~ o r oeA? R N ~ A
Yl - - 4 Z 1962 TH-126 E 5494 TH 142-E 9196 TH-228-E d J ,a . . ~1 t 495
V 2004 TH-164-E 5567 TH-1-E 9230 TH-87-D l 2030 TH-165-E 5673 TH-2-E 9237 TH-T7-D ~ SUBDIVISION INDEX
r~ 2196 TH-171-E 5704 TH-52-E 9243 TH-99-E 1o t • o . a ~ INDEX PIN NAME AND INDEX PIN NAME AND j
2240 TH-59-E 5727 TH-51-E 9266 TH-98-E O ~ O ~ ° ~~.06A1 ~ t. A ~ ~0^ ~ ~ , B o 7 NO• N0. REFERENCE N0. N0. REFERENCE ,
2255 TH-58-E 5832 TH-50-E 9299. TH-240-f t ' : ~ ~ o a ~ 0' o ~ ~ ,
2291 TH-IT2-E 5855 TH-49-E 9324 TH-238-f ~i ~ y~ c ~ 6 ~ h
2351 TH-57-E 5869 TH-48-E 9326 TH-107-E ~ `i u, w c~ A ~ 359 TH- I- „,va ~ 2 9 E 5939 TH-43-E 9361 TH-239-E j1i 1' M. ! a:"- : d'A ~ ~d~ ~ ~ ~ 55
t= 4 2396 TH-92-E 5984 TH-4T-E 9367 TH-108-E 4 tie ~ , , , ~ ~ 86 ~
2438 TH-89-E 6033 TH-45-E 94.16 TH-102-D ~ ~ a ;t~
2443 TH-90-E 6104 TH-184-E 9439 TH-103-D ` . 2 ~ ~ ~ 3 I
' 2531 TH-88-E 6144 TH^183-E 9440 TH-119-D ~ ~ t T a 7.27 I w ,
2536 TH 87-E 6231 TH-196-E 9496 TH-I2I-D ~ 6 1 ~ ~J 2549 TH-86-E 6256 7H-143-D 9564 TH-104-D o ~ n ~ Q ~ ~ . ~ ; ~ , ~ P ~17Ai 06• Sy
2654 TH-85-E 6316 TH-7-D 9588 TH-105-D a r ~ a 704 ~ . q 1
2678 TH-84-E 6348 TH-B-D 9663 TH-118-E ~ i~`° y ~ Q "FC ~ v a q h 8 I ;
2110 TH-71-E 6389 TH-9-D 9690 TH-117-E
2734 TH-72-E 6396 TH-216-E 9693 TH-106-D " i . ~I 7A)`p M , 2748 TH-73-E 6426 TH-143-E 9868 TH-19-D a x' ~ ~ J ~ a : ~ ~ o t.p ~ ~ TRH : , ~ r~i'~ ~ ~ 01A~ ~ , . I L I
2182 TH-83-E 6469 TH-213-E 9904 TH-154-E " ~ ~ ~ .~r ~ ~B a .4686 ti
85 T -74- 4 - - 4 ~ t 7A 2 2 H E 6 69 TH 144 E 99 I T TH-155-E ; , ~ . • ° , ~ /3,,., ~ ,
876 TH-75-E 648 TH- I - I TH- r ~ 2 0 2 5 E 998 20-D ~ g fi 7 ~ A x ~ ~ 7saz' • 2 07A * ~ ~ 6
, 2900 TH-127-f 6484 TH-214-E ~ ;y, ~);~s i ~ 6 I ~ ~ . 09A ' r 7P
2966. TH~,166-E 6508 TH-24-E r°~ , ~ ~ ~ ti ~ ~ :07x1.. 3419 S1'~')89-f 6607 TH-3-E ~ 1 ~p d. )B A 8S , :
1 3025 'T6kY ~E 6632 TH-23-E t . i ) ~
O 3txiil TI~167-~ 6666 TH-22-f ~ ~ ~ xy ,.t ~ i
O 3143 7i~17~£ ~ 6711 TH-4-E ~ k
3201 TfF~.173-E 6745 TH-5-E ~t ~ K - - t, 1 .436 ~ ; / a " ~ u1
251 Tli-134-f 6790 TH-21-E ~ ~ 3266 TH-d 35~E 6850 TH-6-E ; ' ~ ' "'~I ,w ~ j ~ ,n 9 ~ ~ i 8 88 ` ~ M 6 D • ~ -
3312 TH^114-E~ 6863 TH-1-E r ~ , , ~ , , ~ , ` 2' ~ ~ r' ~
3326 TH-175-E 6887 tH B-E ~ , ; v °4 ~ l ',r,. ~ ~ Y ~ ;
3371 TH~136-E 6907 TH-46-E r tOp ! i A • 'tD 1 O~ "`4
3420 TN-176-f 6991. TH-9-E : ~ . , . ~ , ~ ti, ~ 3434 TH-171-E 7030 TH-II-E ~ ~ ti >A `.gyp ~ q qq
3448 TH-178-E 7045 TH-12-E ~ ` > l ;
3454 TH-29-E 1142 TH-222-E , : ~ , , , ' ?8 ~ 035. 3 , A~ E . 06,E A P 0
3496 TH-28-E 7147 TN-221-E ~ ~ , ` 8 c~ A) ~ ~ l ~ (.07A) . 06~A A ~ t r
3540 TH-30-E 7189 TH-103-E , b f~', ~ . ~,,y?e~" ti~, , ~ A A A) , ~ s~ ti ~ ~ , 1A l ~ 8~ . w~ o y~. A
3544 TH-31-E 1193 TH-223-E ~ R,. i IL ~ ~ ~ 7" `p,' ~ 3558 TH-32-E 7200 TH-82-D - ` ~ ' ~ ~ ° ~ 7 N m ~ $ ~ ~ LEGEND
~ i 3684 TH~33-E 7218 TH-218-E r~ ~ ~ ~ ' . , ~ r~~ ~ a . ~y ~ 4 • a ~ oi'~ ~ r. ~ STATE LINE - - SECONDARY ROAD SR 1500 ~7 ~ 'I 1 ~ 'h 'h~ M ~ vi'.:~'~ w~~'
~ ~ 2 ~+t ~7 3697 TH-34-E 7225 TH-219-E ~ °~,'~.q~~~ ~ g , , 0!~ ~ ~ 6 . ~ , 6 ~ ~p b `b, - A ~ ~ ~ ~ wa ` ct, COUNTY LINE ROAD R/W US 70
~ w ~ , ti t ~ ~ 3716 TH-82-E 7230 TH-220-E ' ' ~ L ~ ~ • A + Q M~ 1- _ s L •.07~ --n, ~ ~ t i ~ G
3729 TH-81- 7251 TH-83-D ~ ' ~yaT; ~~-p° E nv~ 3843 TH-80`E 7302 TH-211-E s ~.•b qoi c SOi 3 ~ TOWNSHIP LINE RAILROAD R/W CONRAIL ,~fJ v P,~ f' i ) O z~
I i ~ (,~0 3867 TH-19-E 1381 TH-81-D ~ t~„ ~ ~ t •~0 ~ ~ ro ~ ~ 4 „3 T ~ CITY LINE - STREAMS & SHO E E /
I- - ~ y, ' a ' 7139 3900 TH-76-E 7398 TH 235-E ~ ~s„~~, 7,, ar INDIAN RESERVATION OR s'- ) M - e ~`0 . ~ a ; , BLOCK NUMBER /7
. ~ A KE TlL L ERY 3931 TH-7T-E 741 I TH-IO-D - r8 t ~j, ° : I" • . c~Ar q ~ c . I I Al ~ , NATIONAL FOREST BOUNDARY f. v , 2 n(. 0 I~ a 56 w M ~ ~ w ~ 78 ' - 65 47 45 4 q7 m57 4~ TM ' . 1 PARCEL IDENTIFIER (LAST 4 DIGITS) 6397
3973 TH-T8-E 7453 TH-I I-D F ' ' ~ T: :5 PROPERTY LINE & PARCEL HODK ~
4016 TH-169-E 1483 TH-Z36-f ';M1~t ~ ~ ~ ) ~ t' S} > ' ~ . ~ 7 4058 TH-188-E 7486 TH-12-b ; ` ~ ORIGINAL LOT N0, is COMPUTED ACREAGE (I 2. 3 A) K E L ERY ~ ~
4104 TH- 190-f 7502 TH- 145-E ~ ' , , , - ~ I ti ORIGINAL LOT LINE - - - - - DEED ACREAGE 12. i A
4145 TH-191-E 7535 TH-146-E ~ k a ~ x ~ "h: 1~ q0 " • 'Y~ Y ~ ~ ~ , ~ r ~ . " ; I NTERSTATE H I GHWAY SCALED DIMENSION (56 }
4180 TH-181-E 1682 TH-147-E ' . , - ~ - ~ 64 ,
4181 TH-192-E 7704 TH-20-E ~ x~"~~ ~ . , ~ ~ k y~. ' • n'~• `s ° , ~~r ,,'s`` U. S. HIGHWAY DEED DIMENSION 156. 15 ~ , ~ ~ w'. ~ z 2 ~
4217 TH-201-E 7717 TH-19-E ~ w ~ . p a, j " e O 4222 TH-2-D 1831 TH-18-E : ~ , ~ , s ' ~ ~ ,~F , ' ~ ~ ~ ~ N. C. STATE HIGHWAY PIPE ; . r~; ~ ~ - UTILITY EASEMENT
O 4260 TH- I -D 7855 TH- 17-E . ~ ~ ` _ , , i9 ~ ~ , 1" ~ , ~ ~ POWER
4266 TH-3-D 7869 TH- 16-E ~ ~ ~ ~u"~' - , ~ - ~ , ~ ~ ~ , ~ ~ ~ ~ ~ o PROPERTY CORNER W/GRID COORDINATES
~ - _ ~ a ~y yy ~ ~ k~ ~ DIMENSIONS ARE IN FEET 3 4 ~ v Yk ~ ~ 4~. ;rw e -
~p , 'x . s si
~ ~ ~ _ ' Z , ~
? a ~ ,f ~ a, ~s . ( M-~ ~
~ ~a ~ 0 k', ` k TSB ' ~'S y X ~ ti. ~ ~ . :'r
~ n' ~ k-~" ~ w ~ . ~ r x`„w ~ i, aY~ , . .y F
~ ~ ~ 'a; , ~ ~ k ~ ~ , ° .k
f gar, f ~ ~ ~u ~ ;i'6yirk. i4~. °A ~ "y~ r ~r ~ , a
Ri t 1@ k. ~ '1 S^ y~, ~ ~ ~ , ~ '?a. n T Y ' w < ; ~ ~r HIS MAP IS PREPARED FOR THE INVENTORY OF REAL PROPERTY FOUND WITHIN THIS
~y ~A ~ M~ " ~ a e E ' a ~ ~ ' ~ r . ' ; ' ` ~ ` JURISDICTION, AND I S COMPILED FROM RECORDED DEEDS, PLATS AND OTHER PURL I C 1 ~ ~ ~ , ~ .,.u.
t, 'a; ~ yy, y- " ~ ~ iW ~k` 1 RECORDS AND DATA. USERS OF THIS MAP ARE HEREBY NOTIFIED THAT THE AFOREMENTIONED .~y r ;~11~' ° ~ ~ - ~ - ~ PUBLIC PRIMARY I NFOAMAT I ON SOURCES SHOULD BE CONSULTED FOR VERIFICATION OF
d~ ev . s ~ ' I . ,t ~y~~ ' k'~-4a ~ c ~ THE INFORMATION CONTAINED ON THIS MAP. THE COUNTY AND THE MAPPING COMPANIES - - y,
1 T P": ~ ~ PTT' yq_ w +jy \ '~i ~~l`5' APT. r M s''~' "`tr ` ~ ASSUME NO LEGAL RESPONSIBILITY FOR THE INFORMATION CONTAINED ON T S 1 ~ ' ~ H I MAP. i .
' R H ~r ~t~r i••, W~ ~ ~ GRID IS BASED ON THE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM 1927 NOT . ~ '~f _ ~ {
. r' . , Vii. w ` ° 3 ~a ~ .H _ ~ _ ~ . , ~ AMERICAN DATUM.
f. ' ;SR t,~. ~ 1 4 c , ~
~.n ~ ' r° ,,°~p `x , y'~; i n s ~
~ - ~ ~t'' p~ ~ ~ ~ ~ , ~ ~ ~ "~`b of Mont .ornery County
x " ~ ~ ~ This is a copy 8 , ' .w , , ~ w a L+ _ .yes . , ;rs. ~ ~ ~
q.- lk " W 8_.24 -W w,..° 3 w A ,wN °i ~nd Recor,'o of
1° 1 Lof u
Y' This mup to be reproduced or R
~,s~ written perr.:ic3ion retold without a '
O r~ b,' o from t,4;aYtgar>lerY County Land Record x o w f
lc~ U' Manager.
o
DATE U) z7t z V , OF to
MAP Z MAP INDEX
.,7 r 410, . .
REV, ,
#r r 6575(14) 6575(15)
6575
r v r c. ~ w' Its 'w c
rK 6575(18) 6575(19) 1y yt. r ~ !R h Yy ~
J l~
'a r w ~ ww
. 6574 6574(06) 6574(07)
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A W- 0 100' 200' 300 0 100,
t s.,.. 'm `Y tr k.. A _ ey A' 'i o r f. A AL
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y ii( y"y~ 14 u}%q N 5 Y
w
q ~
5}~fi k B E N A T y EC ASSOCIATES PHOTOGRAMMETRISTS,ENGINEERS,ARCHITECTS AND PLANNERS
E 1, 672, 500 E 1, 673, 000 E 1673 500 M/\( 1 MAP E 1,674,000 E I , 674, 500 E I , 675, 000 3045 OLENTANGY R I VER RD. , COLUMBUS, OH 10
2 6574 -0 6 614-261-6404 4
MAP NO. 6575( 18)
OR1HOPHOTO MAP PREPARED By L. ROBERT KIMBALL. & ASSOCIATES F RF V.Hl;k(, P! %Vti Njn ~I(1 N
FRCM PHONOGRAPHY DATED MARCH. 1983 IN ACCORDANCE WITH NATIONAL MAP ACCUQACY STANDARDS ~Uif?;11ti 1! ~.,v`,T" RAN :~V, F!ir n M SCALE, 1 -100' 657 5- (1 BYI

ORTHOPH T MAP F M 00 0 NT 0 G ME O RY CO N U TY N f ORTH 'TH CAR LINA 0
X1,672,500 EI,6?3,OOC ~i,673,500 E~' 67a BOG _ ~ E!,674,50Q E1,6'S,OOG
I
x >*L of Mo~.r. I ~
'r ~
Qw a--r qti ~ 1_= c-
p ~~rW ~ ' ~z~~ ~l A ,m O n~~i~i~ i , _ ~
o O Illh'C ~L~'~' ~Yr ti ~ K
i ii ~ 1779 i ~ ) - - c' ~ 1
~ ~
~ T P• I ~0~ _
k H CAXt '
i
I ~
jr- • g,~~ ~~iiti d.~i4tAb
PROPERTY MAP
I OF
i
i
a
I ~
01 l°'
I r F ~ r a
~ Sp /~~G ~ X662 ,
~,w~ f'°.24A?.
~ ~ - 3529 ~ ~ ~ [
it ~ ~ ~ ">~l ,ar' _ 0 } 3A 1
,ti; . ,h,~ ~5~~..;~~ ~ NORT ~ CARO~ I ~lA
I l ~ Q 1 ~5,
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e M ~
z M~ SUBDIVISION INDEX ~ -3t*~"~ Z h ~ r't ~ I
6423 ro r ~ ~ INDEX PlN NAME AND INDEX PIN NAME AND
i , r~ .62A~ N0. N0. REEEREt,~E N0. N0, REFERENCE
, w a
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h sf ` ~ ,
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5 I M I
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r,. ~ k
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I I ~ ~ LEGEND t yd , a "A' s, 6
, ' ~ ~ ~ - s.~ , ~ STATE LINE SECONDARY ROAD sR I500
SAKE rig l/LEERY ~ - , a ~ ~ ~ t ~ COUNTY LINE ROAD R/W US 70
~ _w
r i - ~ ~ . ~ TOWNSHIP LINE RAILROAD R/W CONRA/L I , ~ - .
A , ,a 4. , . 'v~ , ~ CITY LINE T / . , '~4 * , * ~ , t , . ~ : ~ S REAMS & SHOREL I NE ;
Q ~ ' ' ; ~ r~ ~ INDIAN RESERUAT I ON OR / ~ w ;°3 b- u~ BLOCK NUMBER /7
~ ~ ~ ~ NATIONAL FOREST BOUNDARY . a,~:~. x , ~ PARCEL E T F 6397
; ~ ~ ~ a x~ ~ ~ ~ ~ PROPERTY LINE & PARCEL HOOK I D N I I ER i LAST 4 D I G I TS) a~.,
ORIGINAL LOT NO. ie C 4 1 , OMPUTED ACREAGE (I 2, 3A) : ~ , , ~ . ,~.t ,
o ~ _ m,.. ~ I r~• ORIGINAL LOT LINE - - - - - DEED ACREAGE 12, I A
'd~ a: ~ INTERSTATE HIGHWAY SCALED DIMENSION (56 )
~ ti , 6q
a U, S. HIGHWAY DEED DIMENSION 156. 15
R PIPE N. C. STATE HIGHWAY O p UTILITY EASEMENT
0 p POWER
~ PROPERTY CORNER W/GRID COORDINATES
DIMENSIONS A E F T R I N EE
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4 I r ~ ¢„~~~~Q- THIS MAP IS PREPARED FOR THE INVENTORY OF REAL PROPERTY FOUND WITHIN THIS
II ~ JURISDICTION, AND I S COMPILED FROM RECORDED DEEDS, PLATS AND OTHER PUBLIC
I ~I I i ' ,,`~t' ~ ~ ~ ` ~ ` w' RECORDS AND DATA, USERS OF THIS MAP ARE HEREBY NOTIFIED THAT THE AFOREMENTIONED ~ ~ : ~ ~ ~~4' ;~P~ : PUBLIC PRIMARY INFORMATION SOURCES SHOULD BE CONSULTED FOR VERIFICATION OF a, r ~ . f , ~ ,..7 ;t
e s . ~ ~,i~' ~ n <,~~"; ~ THE INFORMATION CONTAINED ON THIS MAP. THE COUNTY AND THE MAPPING COMPANIES
i ~ ~ ~ ~ ASSUME NO LEGAL RESPONSIBILITY FOR THE INFORMATION CONTAINED ON THIS MAP.
C' f, a~' , ( .'.,x _ , ~s, - i . , GRID S BASED ON THE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM 1927 NORTH ~ 4• ~ ~ ~A,; AMERICAN DATUM.
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L of to be reproduced or
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MAP ~IREV. MAP INDEX
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I E 1672 500 ~ E I, 673, 000 E 1, 673, 500 E I, 674, 000 ~ E 1, 67q, 500 E 1,675,000 3045 OLENTANGY RIVER RD. COLUM US 6 OH 10
2 era? 6575-98 1 61 4-26 1 -6404 MAP NO. 6575( 14)
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