NCG520116_Regional Office Physical File Scan Up To 1/27/2021

NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
Mr. Chris Braund
Town Manager
2948 Memorial Hwy
Lake Lure, NC 28746
Dear Mr. Braund:
August 20, 2015
RECEIVED
Division of Water Resources
AUG 2 8 2015
der Vaart
Water Quality Rergional Operations
Asheville Regiona: Of"ce
Subject: Issuance of Certificate of Coverage NCG520116
NPDES` General Permit NCG520000
Morse Park Dredge site WWTP
Rutherford County
The Division has reviewed and approved your request for coverage under the subject General Permit. The
Division hereby issues Certificate of Coverage (CoC) NCG520116 to discharge under wastewater General
Permit NCG520000. This CoC is issued pursuant to the requirements of North Carolina General Statue
143-215.1 and the Memorandum of Agreement between North Carolina and the US Environmental
Protection agency dated October 15; 2007 [or as subsequently amended].
Please note that the General Permit is in the process of being renewed. The Division is awaiting final
comments from the U.S. EPA before issuing the renewed version of NCG520000. The copy of NCG520000
attached to this message is the currently active version, which will soon be replaced by the renewed permit.
We expect no major changes in permit requirements from the existing version to the renewal. The lack of
planned changes, plus the Town's desire to begin dredging by September 1st, is why we are sending you the
attached permit. You will be forwarded a copy of the new permit as soon as it is approved by the EPA.
If any parts, measurement frequencies or sampling requirements contained in this General Permit are
unacceptable to you, you have the right to request an individual permit by submitting an individual permit
application. Unless such demand is made, the certificate of coverage shall be final and binding.
Please take notice that this Certificate of Coverage is not transferable except after notice to the
Division. The Division may require, modification or revocation and reissuance of the certificate of coverage.
If you have any questions concerning the requirements of the General Permit, please contact
Charles Weaver *of the NPDES Unit at [phone] or via e-mail [[e-mail]].
Sincerely,
r
/Iay2..erman, Director
Division of Water Resources
cc: Asheville liegional Uftice /;Jeff Mdnzel NPDES Unit
- — ---- - — 1- --
1617•Mail Service Center, Raleigh, North Carolina; 27699-1617
512 N. Salisbury St., Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] /www.rimaterquality.org
An Equal Opportunity/Affirmative Action Employer;— 50% Recycled/10% Post Consumer Paper

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER RESOURCES.
GENERAL PERMIT NCG520000
CERTIFICATE OF COVERAGE NCG520116
DISCHARGE OF INSTREAM'MINING WASTEWATER, ASSOCIATED STORMWATER AND
SIMILAR DISCHARGES UNDER THE
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards and
regulations promulgated and adopted by the North Carolina Environmental Management Commission, and
the Federal Water Pollution Control Act, as amended, the
Town of Lake Lure
is hereby authorized to discharge sand dredging wastewater from the following facility:
Morse Park Dredge site
2948 Memorial Hwy
Lake Lure
Rutherford County
to receiving waters designated as Lake Lure, currently classified as B-Trout waters in
subbasin 03-08-01 of the Broad River Basin, in accordance with the effluent limitations,
monitoring requirements, andl other conditions set forth in Parts I, II, III and IV hereof.
This certificate of coverage shall become effective August 20, 2015.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
da
Signed this
g y August 20, 2015
for' S ay Zi erman, Director
I Division of Water Resources
By Authority of the Environmental Management Commission

:
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Latitude: 35°26' 10"
Longitude: 82°13'41"
USGS Quad: Lake Lure, N.C.
Stream Class: B-Trout
Subbasin: 03-08-01
Receiving Stream: Lake Lure
'NCG520116
Town' of Lake Lure
1
Morse Park dredge site
I
Facility
Location
Rutherford County
A (uluG Map not to scale

A*4*
I
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory ;""�" "' Donald-R.van der Vart
Governor Secretary
June 09, 2015-
Division of Waier Resources
Dean Givens
Town of Lake Lure J U N 1 0 2015
Morse Park Dredge
2948 Memorial Hwy. Water duality Regional Operations
Lake Lure, NC 28746 Ashevii;a ner,;onal �:(T;o,,
I Subject: Acknowledgement of New Permit Application
Permit#: NCG520116
3 2948 Memorial Hwy
Dear Mr. Givens:`
The Division of Water Resources received your application for coverage under NPDES General
Permit,NC0520000 (Check,#35490 in the amount of $100.00) on June 08,,2015. The application
has been assigned number NCG520116, and has been given to Charles Weaver for review. '
I _
The. reviewer will perform a detailed review and contact you with a request for additional
information if necessary. To ensure the maximum efficiency in processing permit applications, the
division requests your assistant in providing a timely and complete response to any additional
information requested.
Please refer to the above application number when making inquiries on this project. If you have
any questions, please contact M'r. Weaver 919-807-6391, or via e-mail at
[e-mail].
' I
Sincerely,
Wren Thedford
I
Wastewater Branch
codAsheville Regional -Off oe_____I�
Permit File NCG560051
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Phone; 919-807-63001 Internet; www.ncwaterquality.org — _
An Eq al Opportunity 1 Affirmative Action Employer- Made in part by recycled paper
I

ALTV, Division of Water.Resources
National Pollutant Discharge Elimination System (NPDES)
NCDENR Application for Coverage Under General Permit
NCG520000
Sand Dredging operations and similar point source discharges
NOTICE OF INTENT
[Required by 15A NCAC 02H .0127(d)]; [teen definition see 15A NCAC 02H .0103(19)]
FOR AGENCY USE ONLY
Date Received
Year
Month
Day
1
Oto
e9015
Certificate of Coverage
N
I C
I G 1
5
2
(0
Check #
Amount
Assigned To: C
(Please print or type)
CIVED
1) Mailing address of owner/operator: (address toFwhichdd;aCI
wreaNEEPonm
nMould e mailed)
Company Name Town ofiLake Lure
Owner Name Town of Lake Lure
Street Address 2948 Memorial Hwy,
City Lake Lure water
Telephone # 828-625 I9983 t
Cell/Mobile # 828-447 �7430
2) Location of facility producing discharge:
Facility Name Morse Park Dredge
Facility Contact Dean Givens
Street Address 2948 Memorial Hwy.
City Lake Lure
County Rutherford
Telephone # 828-447L 7430
3) Physical location information:
AUG 2 8 2015
a) Oper2VPn187 6 -
al Office
Email [e-mail]
State NC ZIP 28746 -
Fax # [phone]
Please provide a narrative description of how to get to the facility (use street names, state road numbers, and
distance and direction from a roadway intersection).
From Asheville: Take US-74 Alt. E to Lake Lure (approx. 21.5_miles) from I-240 and 2948
Memorial Hwy will be on your left.
(A copy of a county map or USGS quad sheet with facility clearly located on the map is required to be submitted with this application)
4) This NPDES permit application applies to which of the following:
® New [term definition see 1i 5A NCAC 02H .01-03(16)] or Proposed
❑ Modification
Please describe the modification:
❑ Renewal
- Please specify existing permit number and original issue date: Click here to enter a date.
i
Page 1 of 4 Revised 911113

NCG520000 New Application
5) Does this facility have any other NPDES permits [term definition see 15A NCAC 0211.010305)1?
® No i
❑ Yes - If yes, list the permit numbers for all cull ent NPDES permits for this facility:
6) Description of Discharge: [Required by 15A NCAC 02H .0105(c)(1)]
a) Is the discharge directly to the receiving water? ❑ Yes ® No - If no, submit a site map with the pathway
to the potential receiving waters clearly marked. This includes tracing the pathway of the storm sewer to the
discharge point, if the storm; sewer is the only viable means of discharge.
b) Number of discharge points! (ditches, pipes, channels, etc. that convey wastewater from the property): 1
c) Volume of discharge per each discharge point (in GPD): Al: 388,000 #2: 93: #4
d) Please describe the type of process the sand dredging wastewater is being discharged from, be specific:
Two (2) settling ponds with faircloth skimmers
e) Is there any treatment being applied to the wastewater before discharge (check the type of treatment in use).
® Settling pond
❑ Lagoon
❑ None
❑ Other:
f) How much of the volume discharged is treated (state in percent)? 100%
g) If any box in item (e) above, other than none, was checked, please include design specifics (i.e., design
volume, retention time, surface area, etc.) with submittal package. Existing treatment facilities should be
described in detail. Design; criteria and/ operational data (including calculations) should be provided to
ensure that the facility'can comply with the requirements of the General Permit, as required by 15A NCAC
02H .0127.
The treatment shall be,sufficient to meet with the limits set by the general permits. The trapping efficiency
should be greater than 75%. The surface area should be as large as possible to insure sedimentation occurs.
To secure optimum efficiency the flow length of the basin to the basin width should have a ratio of 2:1.
Note: Construction of any !wastewater treatment facilities requires submission of three (3) sets of plans and
specifications along with the application. Design of treatment facilities must comply with requirements of
15A NCAC 02H .0138. If !construction applies to this discharge, include the three sets of plans and
specifications with this application.
7) Discharge Frequency: [Required by 15A NCAC 02H .0105(c)(1)]
I
a) The discharge is: ❑ i Continuous ® Intermittent ❑ Seasonal
i) If the discharge isl inter ittent, describe when the discharge will occur:
ii) If seasonal check the month(s) the discharge occurs: ❑ Jan. ❑ Feb. ❑ Mar. ❑ Apr. ❑ May ❑ Jun.
i
❑Jul. El Aug. ❑ Sept. ❑Oct. ❑Nov. [:]Dec.
b) Now many days per week is there a discharge? 7
c) Please check the days discharge occurs: ® Sat. ® Sun. ® Mon. ® Tue. ® Wed. ® Thu. ® Fri."
8) Receiving waters: [Required by 15A NCAC 02H .0105(c)(1)]
a) What is the name of the body or bodies of water (creels, stream, river, lake, etc.) that the facility wastewater
discharges end up in? If the site wastewater discharges to a separate storm sewer system (4S), narne the
operator of the 4S (e.g. City of Raleigh). Lake Lure
I
b) Stream Classification: C:TR
Page 2 of 4 Revised 911113

NCG520000 New Application
9) Alternatives to Direct Discharge:
[Evaluation required by G.S. § 1.43-215.1(b)(5)(a) and 15A NCAC 0211.0105(c)(2)1
i
Address the feasibility of implementing each of the following non -discharge alternatives
N Connection to a Municipal or Regional Sewer Collection System
N/A Subsurface disposal (including nitrification field, infiltration gallery, injection wells, etc.)
1114 Spray irrigation
The alternatives to discharge analysis should include boring logs and/or other information indicating that a
subsurface system is neithei feasible nor practical as well as written confirmation indicating that connection to a
POTW is not an option. It should also include a present value of costs analysis as outlined in the Division's
"En-eineerinz Alternatives Analysis (EAA) Guidance Document".
Additional Application Requirements:
For new or proposed discharges, the following information must be included in triplicate with this
application or it will be returned as incomplete. Per -15A NCAC 02H .0105(cl
a) 7.5 minute series USGS topographic map (or a photocopied portion thereof) with discharge
location clearly indicated.
b) Site map, if the discharge is not directly to a stream, the pathway to the receiving stream must be.
clearly indicated. This includes tracing the pathway of a storm sewer to its discharge point.
c) If this application is being submitted by a consulting engineer (or engineering firm), include
documentation fiom the applicant showing that the engineer (Or firm) submitting the application
has been designated an authorized Representative of the applicant; per 15A NCAC 02H
.0138(b)(11. i
d) Final plans for the treatment system (if applicable). The plans must be signed and sealed by a
North Carolina registered Professional En ig neer and stamped -"Final Design -Not released for
construction;" per 15A NCAC 02H .0139.
e) Final specifications for all major treatment components (if applicable). The specifications must be
signed and sealed by a North Carolina registered Professional En ineer and shall include a
narrative description of the treatment system to be constructed; per 15A NCAC 02H .0139.
i
Page 3 of 4 Revised 911113

NCG520000 New Application
CERTIFICATION
I certify that I am familiar with the information contained in this application and that to the best of my
knowledge and belief such information is true, complete, and accurate.
i
Printed Name of Person Signing:; Chris Braund, Town Manager
Title:
(Please review 15A NCAC 02H .0106(e) for authored signing officials)
June 3, 2015
(Signature ofApplic t) (Date Signed)
North Carolina General Statute & 143-215.613 provides that:
Any person who knowingly niakesl any false statement representation, or certification in any application, record,
report, plan, or other document filed or required to be maintained under this Article or a rule implementing this
Article; or who knowingly makes al false statement of a material fact in a rulemaking proceeding or contested case
under this Article; or who falsifies, tampers with, or knowingly renders inaccurate any recording or monitoring
device or method required to be operated or maintained under this Article or rules of the Commission implementing
this Article, shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed ten thousand dollars
($10,000)..18 U.S.C. Section 1001 provides a punishment by a fine or imprisonment not more than 5 years, or both,
for a similar offense. j
I
This application must be accompanied by a check or money order for $100.00 [per G.S. & 143-
215.3(a)(1b)1 made payable to:
W14111 me I B
Mail this application and one copy of the entire package (with check) to:
NC DENR / DWR / Water Quality Permitting Section
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Attn: Charles Weaver
Final Checklist
This application will be retuined as incomplete, as allowed by 15A NCAC 02H .0107(b), unless all of the
following items have been included:
f
® Complete application with all supporting documents (plus one copy of entire package)
® Check or money order for $100.00, payable to NCDENR
® 3 copies of county map or USGS quad sheet with location of facility clearly marked on map
® 3 sets of plans and specifications signed and sealed by a North Carolina P.E.
® Thorough responses to items 1-10 on this application
N��] Alternatives analysis including present value of costs for all alternatives
Note: The submission of this document does not guarantee the issuance of an NPDES permit
i
Page 4 of 4 Revised 911113

SHEET OF
PROJECT: (at -,at Lr
SUBJECT. CP41`-w,
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30 Ben Lippen School Rd.
Asheville, NC 28806
o: 828.350.7683
f: 828.350.7684
CHK'D BY:
PROJECT P /Zzv /
DATE:
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9PC�DN N OF LAKE LURE
THE DISBURSEMENT � EN
eaRouuAiwBr BARD 35490
ACCOUNTS PAYABLE
n PFI ED AB REWIRED BVETHE
LOCALe RWENT BUDGET AND
mIu?/551
LAKE LURE, NC 28746
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ACCOUNTS PAYABLE
-
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PAY THIS AMOUNT
$100.00
PAY
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1617 NAIL SERVICE
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RALEIGH NO 27699-1617
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Doc #
_____
Invoice
_________________
Inv. )Date
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Description
------------------------------
Amount
___________
26656
6.2.15
06/62/15
Town of Lake Lure NPDES
Permit $100.00

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CONTRACT DOCUMENTS -AND.SPECIFICATIONS
_T FOR :: RECEIVED/DENRIDw
L,ake Lure Dredging Project JUN 2015
!
Water duality
Dredging of -the Rocky Broad RiverPe"tthgse�cb�
Town of Lake Lure �-
..Et�EIVED
Division of Resources
Water
!' + 'RUTHERFORD COUNTY, N.C.:
JUN 1 0 2015
I i ! FOR
I � onal0 era
Water Quality Regi p
Regional Office ]ns
Asheville_
l
:Ff,kl*v4.+11144 -"y^`y�y.� ,$ M � �`,,.Fi s1�, � tN✓ � ..
., -:'i -.:��U >�,�rip..• tip&} `'t-�•k�iX '.:=1. __
IL
TOWN OF LAKE. LURE.
P.O. BOX 255
LAKELURE,' NC 28746
October 28, 2014
CONTRACTOR: ,
j -
ADDRESS: !
CONTRACTOR'S LICENSE NUMBER:

SECTION 00005.
Lake *Lure. Dredging. Project
Dredging of.the Rocky Broad
River
lL I Town of Lake Lure
u i TABLE OF CONTENTS
�iRUTHERFORD COUNTY, NORTH CAROLING .
It� PROJECT NO. 12001
October 2014
Section I Description Pages
SECTION 1 —CONTRACT DOCUMENTS
00100 Advertisement for Bids
t � 1
00310 Bid Form . 6.
(; 00312 Scope and Sequence :of Work -:Measurement and Payment 4
�`— 00353 Bidder Qualifications: 1
00355 List of Subcontractors and Equipmerit%Material Suppliers 1
Bidder Non -Coll l Sion affidavit IU 00370 1
00380 E — Verify Affidavit 2
00400_... Notice of Award (. 1 .
i4 00500 Contract 2; -
00600 Performance Bond 1
00601 Payment Bond
I1;� 00602 Certificate of Insurance 1.
00606 Notice to Proceed - 1
00607 Contractor Paymi ent Application 2
00608 Contract Change Order 3
00611 Contractor's Final Affidavit &. Waiver of Lien 1 .
(- SECTION 2:- GENERAL REQUIREMENTS -
01000.1 General Conditions. 14., .:
0100.1- Supplemental General Conditions 6 :.
01050 .. Field Engineering 1
�! s 01060. Regulatory. Requirements 1
�.. .
01061 Permits and Rights=of-Way .2
01090- Reference .Standards 1 ..
0.1210 Preconstruction iConference . ... 2
TABLE OF CONTENTS
�; 00005 -1 =

IE
_
01220
Project Meetingsi
3
01310
Construction Schedules
3
01340
Shop'Drawings, Product_ Data. and Samples
5
01640
Product Handling
2
01700
Contract Closeout
3
01720
Project Record Documents
2
SECTION 3 — TECHNICAL, SPECIFICATIONS-'
i'
Section
Description
Pages
02215
Hydraulic Dre'dgih g
8 .
jl
SECTION 4 = ADDITIONAL INFORMATION
Description. !
Pages
!
Morse Park Dewatering Facility Plans
8
Town of Lake Lure Overall Dredging- Plan
i
END OF SECTION
i
}
.
!
I
TABLE OF .CONTENTS -
j
00005- 2
_ .

i ADVERTISEMENT FOR FORMAL BIDS
Project Name: Lake Lure Dredging Project - Dredging of the .Rocky Broad. River
Project Description: Provide all labor, equipment and materials to hydraulically dredge and dewater
!; approximately 30,000 cubic yards of lake sediment from the- existing navigational channels located
i� along the west end of Lake Lure, (aka as the Rocky Broad River), Washburn Marina Bay, and the
Main Channel. Dredged material to be dewatered in the Town's dewatering facility. Dewatered
material to be transported and disposed at a site located on Happy Hollow Lane, off of Boys Camp
�- Road.
i The Town's plan is to dredge approximately 30,000 CY annually for a ten (10) year period and
i therefore is seeking a contractor. who will commit to a ten (10) year contract.
Location:
i Lake Lure Dewatering Dredge Site. (north east of .Town Hall on the edge of the lake)
Owner:
i, The Town of Lake Lure
f- PO. Box 255
Lake Lure, NC 28746
Bids Due:
The Town will receive informal bids -for the project until Wednesday, December 3, 2014 @ 1:00 PM at
the Office of the Town Manager, Town Hall, Lake Lure, NC.
Qualifications:
Only contractors licensed to perform this work under the General Statutes of the State of North Carolina
will be allowed to bid on this (project. The. contractor will be required, to provide proof of work
successfully preformed of similar type as this project.
Bid Documents:
Drawings, specifications and contract documents may be obtained from the office of the Lake
Operations Director for a.non-refundable.purchase price of $ 50.
All specifications are intended to be performance based.and are tied to the requirements of theTown's
project completion requirements.
!� Award Requirements: The project will be awarded to the responsive, responsible qualified bidder submitting the lowest bid
total. Upon award of the project, the ,successful bidder will be required to provide Payment and
- Performance Bonds; proof of general liability and workman's compensation insurance for this project,
and AFFIDAVIT of COMPLIANCE with NC E-Verify'Statues.
Withdraw of Bid and Informalities: No bidder may withdraw his bid within 60 days after the actual
ate ot the opening thereof. e Owner reserves the right to waive any informalities or to reject any or
all bids.
`�.. Authorized Official: Town of Luke Lure
Chris Braund
Town 'Manager
REQUEST FOR INFORMAL BIDS
00100 -.1

i
i SECTION 0031:0
BID FORM
�U .. FOR
II ti ' . Lake Lure'Dredging Project
Dredging of the Rocky Broad River
j Town of Lake Lure
lu
I' Date: ' Project No. 12001
Imo. .. . I .
PROPOSAL OF:
'doing business as a corporation/a partnership/an individual (Strike out inapplicable
terms), with its principal office in the. City of
County of , State of
(Hereinafter called "Bidder';).:
1. BIDDER AGREES TO THE.FOLLOWING QUALIFICATION STATEMENT:
The. Bidder, .in compliance with your invitation for bids.. for the dredging..excavation of
Lake Lure Dredging Project = Dredging of the Rocky Broad River, having examined
i the plans and specifications with'related documents and the site of the proposed work,
and being familiar with; all lof the conditions surrounding the dredging excavation of the
proposed project, including the availability of materials and labor, hereby proposes to
furnish' all labor, materials'and supplies,' and to complete the project in accordance with
lid the Contract Documents, within the time set forth therein, - and at the prices stated.
below. These, prices are to cover: all expenses. incurred in:performing the work required
I under the Contract Documents, of which this proposal is a part.
2. QUESTIONS AND MEANING OR INTENT OF CONTRACT: DOCUMENTS'.
The drawings, specificatils..and addenda are complementary of each other. What is .
called- for by one shall: be Jas binding as if called for by all. If a conflict between any of
the above is discovered by the .Contractor, the problem shall be referred to.the Engineer
in writing as soon as possible. for resolution by: the Engineer. Should a conflict occur
which is not resolved !before bid time and/or. is necessary to..comply. with mandatory
requirement-(i.e., codes, •ordinances, etc.), it shall: be the Contractor's responsibility to
price and bid the more;expensive'method;
BID FORM
.: ..: 00310.- 1

Imo)
i' 3. LEGAL OUALIFICATION: i
i
By signing and submitting !this bid proposal, bidder is stating..to be fully qualified and
i� licensed under the General Statutes of the State of North Carolina to perform the work
required for this project. I This .project 'requires the bidder to hold a current North
' ! Carolina General Contractor's License with limitation amount sufficient to meet the
submitted bid.
j 4. BIDDING CONDITIONS:
The below unit rice§ shiall include all labor, materials, bailing,: shorin
p � 9;: g.. �
removal/disposal of waste debris, ,overhead, profit, insurance, etc. to. cover the finished.
work of the several kinds called for.. Changes shall be -processed in accordance with the
General Conditions.
i�_j
Bidder understands that the Owner reserves the right -to reject any or all bids and to
waive any informality in; the bidding.
The Bidder agrees tha.this:bid-shall be good and may not be withdrawn for a period'of
i } sixty (60) consecutive cafe' dar days after the -scheduled closing time for receiving bids.-
U
5.- BID and PROJECT, BONDING And -INSURANCE REQUIREMENTS:
y (
Bid Securit id bondis nl
bond);is ;ot required for this project:
; l
{
The Town's plan -is to;dredge approximately-30,000 CY annually for a ten (10) year
I period and therefore 'is seeking a contractor_ who will, commit. to _ a- ten (10) year
contract. l
A performance and payment bond in the full -amount of the annual contract is required
for this project, :See Sections 00600 and 00601 for requirements: Although it is the
( ) Y performance.: .intension for the Town ..too .award.:a ten.. 10 ear, contract,. the. erformance. and
-� permanent bonds .will only cover the .work included in. each of .the ten (10) year. periods ...
of time:
General liability and workers compensation insurance is required for -this project, see
Section 10001 for specific irequirements.
6. STATEMENT FOR.BEGINNING /COMPLETING WORK and SCHEDULING:.
Bidder has ' studied .. the plans, specifications; and conducted a site investigation
sufficient to stipulate if the work is awarded, to: the Bidder..for. this project; Bidder will
begin and. complete work as per a schedule agreed to by the Town and Bidder.
-
BID FORM.
00310 - 2

I�
i
1'2 The Town desires a ten (10) year contract to remove approximately 30,000 CY of
sediment removed each year, for the cumulative total of 10 years to equal 300,000 CY
of sediment.
The actual official start of work will not begin until the Owner indicates in writing. that
the' dredging area 'and sediment. dewatering site has been issued the necessary
regulatory permits.
The amount of time allowed to substantially complete the hydraulic dredging portion of
- work will be from December 1st. through March 1st. For the years -when the Town
lowers.the lake for maintenance; once every three (3) years, dredging will be from April
.1st through July 1st. That will be the case for this year, year.one, (1) of the ten (10) year
contract.
i
Sediment washing and removal will be completed no later than October 31 for every
year of the ten (1'0) year contract.
Operation of the dredge is, allowed anytime during daylight hours (typically 7:00 A.M to
5:00 P.M.) provided that all safety requirements are.met and. that the noise emission
standards specified in this Section 02215 are met. No work will. be allowed on
Saturdays, Sundays and legal holidays.
Claims for extension of time shall be stated .in numbers of whole working days. In the
case of claims for extensio of time because of inclement weather, such extension of time
` J shall be granted only because of inclement weather occurring on -a normal working day
and preventing the execution of the major or critical item of work underway at that time
Requests for time. extension will be submitted to the Town's project manager within 14
Y days of the delay forapp � royal.
Y
_ Bidder further agrees to 1pay as liquidated damages the sum of $500.00 for each
consecutive calendar dayafter October 31 st as provided in the General Conditions.
7. AWARD ! .
Selection of the bidder for, award of project will be to the lowest bid.from a qualified and
�L 1 responsible bidder that meets all the criteria of these Bid Documents.
E Upon receipt of written notice of the acceptance of this bid, Bidder will execute the
formal contract attached within 10 working days and provide Performance and Payment
bonds in 100% the amount of the contract; and certification of insurance all as required
by the contract documents.
8 COMPLIANCE WITH SUBCONTRACTING REQUIREMENTS
BID FORM
100310 3

By signing the bid below, the bidder acknowledges that all subcontracting shall be in
compliance with Sectiori 01000 paragraph 34 of .the General Conditions, of the contract
documents.
9. BIDDER ACKNOWLEDGEMENT OF ANY ADDENDUM RECEIVED:
I-- Addenda, when issued will be on file at engineers and owners office at least twenty-four
hours before bids are opened. It is bidder's responsibility to make inquiry as to addenda
issued. All such addenda shall become part of the Contract Documents and all bidders
- shall be bound by such Addenda, whether or not received by the bidders.
Bidders to fill in following table to'acknowledge any addenda received.
I!
No. Dated: No. Dated:
I� No. Dated: No. Dated:
10. BID PROPOSAL:
Bidder agrees to perform !all of the work proposed for Lake Lure Dredging Project —
Dredging of the Rocky Broad River, all as. described in the specifications and as shown
on the plans for the unit prices indicated below.
These prices will be. used for year one (1) of the ten (10) year contract. Prices for
" subsequent years, two (2)1through ten (10) will be adjusted using the Consumer Price
Index (CPI) as publish by the US Department of Labor for that year. Should- the
contractor believe that this CPI adjustment is not sufficient, he may submit in• writing Y proof of his/her justification for a ' different adjustment. If the Town does not agree with
the contractors requested 1cost adjustment, and an agreeable cost cannot be reached,
then the Town reserves the right to terminate the contract.
I: /Nnta- RidrlPr to fill in Unit Cost and Total. Cost blanks)
LJ
Item
Description
Measure
Quantity
Unit
Price
Total
Price
1
Mobilization - Demobilization
LS-
N/A
N/A
2
Hydraulic Dredging, Dewaterin and Disposal
CY
30,000
3
Test Operational Functionality of Morse Park Dewatering
Facility
LS
N/A
4
Clean, re -shape and re -grass Morse Park Dewaterin.g
Facility
LS
N/A
Total Bid $
Additional Bid for Work if Required
5
Re -mobilization -!
LS
N/A
6
Emergency/Additional hydraulic dredging
CY
5000
BID FORM
00310 - 4 .

7
i
Demiatering and disposal
CY
5000
8
Standard excavator w/o erator LC200 orequal
8' hour day
Hour
9
Mini Excavator w/o erator -
8 hour day
Hour
-
10
Long Reach excavator 75 w/o erator
8 hour day
Hour
11
Track/Tire Loader w/o erator
8 hour day:
Hour
12
Dozer w/o erator
8 hour day
Hour
13
Tandem or larger dump truck - 5-10 miles
8 hour day
Hour
14
Tandem or larger dump truck —15-20 miles
8 h ourday
Hour
11. ATTACHMENTS TO THE BID
The following documents must be attached and/or completed - signed; and submitted
with the .bid at the designated section for the bid to be considered for award:
I.
✓ -Section 00353 Bidders Qualifications
✓ Section 00355 List of Subcontractors and ,Equipment -Material Suppliers
✓ Section 00370 Non -Collusion Affidavit
✓ Section 00380 E = Verify Affidavit
r i
I'- 12. SUBMISSION OF BID'
I
I Bids are to be submitted in sealed envelops, addressed as follows:
Mr. Chris Braund, Town Manager.
! 2948 Memorial Highway
I� Lake Lure, NC 28746
i
Bid for: Lake Lure Dredging -Project - Dredging of the Rocky Broad River.
The name,, address, and contractor license Number of the bidder must be written on the
outside of the envelope.
No bid ,to be considered if' not received by the date and. time of bid opening designated
in the Advertisement for. Formal Bids or if not in a sealed envelope...
BID FORM.
00310. - 5

13. BID PROPOSAL SIGNATURES:
I
By submission of this bid, Bidder certifies, that this bid has been arrived at
independently, without ' consultation, communication, or agreement as to any matter
relating to this bid, with any other Bidder or with any competitor.
I
Respectfully Submitted:,
I
I
Type or Print Bidder Co. Name North Carolina License Number
Signature Business Phone
Title I Business Fax
Address Business Email
END OF SECTION
I
i

I
SECTION 00312
SCOPE AND SEQUENCE OF WORK - MEASUREMENT AND PAYMENT
PART 1 - INTRODUCTION
1.1 GENERAL: i
This section covers the overall scope and sequence of work and the basis for payment
for work completed under the contract as listed in the bid.
1.2 SCOPE OF WORK: Provide all labor, equipment and materials to hydraulically
dredge and dewater approximately 30,000 cubic yards of lake sediment from the
existing navigational channels located along the west end of Lake Lure, (aka as the
Rocky Broad River), Washburn Marina Bay, and the Main Channel... Dredged
material to be dewatered in the Town's dewatering facility.�ewater--ed-mate rial,to-be
�fra.nsported-and-.disposed-'.-at a s•ite-,located-crn -Happy-�Hollow_Lane,.-off. of Boys -Camp
Road;,
Lake Lure Pro'ect Contact:
Mr. Dean Givens, Lake Operations Director
Town of Lake Lure, Rutherford Co. NC
Office - 828-625-9983 ext. 501
Cell — 828-447-7430
1.3 MEASUREMENT ANDI PAYMENT:
The unit and or lump sum price of each item listed in the bid shall include all work
necessary to complete each item or work; to include all labor, materials, equipment,
tools, overhead, profit,. insurance, bonds; and all other work necessary to complete the
work. No additional compensation will be considered, except for an. extension of the unit
price quantities, beyond ithose shown on the bid, . and for work. authorized by an
executed change order, or eligible for "Extra Cost" as shown on the bid, and for work
eligible for "Extra Cost". as specified in the General Conditions. Payment will NOT be
made for work considered !by the OWNER to be incomplete.
"OR EQUAL" products:are! to be reviewed on a case by case basis and will be accepted
upon approval of the OWiER and the ENGINEER.
PART 2 - BID ITEMS
Item 1: Mobilization - Demobilization:
Shall be paid for as a' lump sum amount and is to include the cost for insurance; the
contractors cost for moving personnel, equipment and temporary offices to the job site;
.project signs; and other incidental costs incurred prior to beginning actual construction
of the project and removing such at the end of the project and includes any clean-up
I
MEASUREMENT AND PAYMENT' -
! 00312 - 1

f
required to return the site to it's condition prior to construction. For this project, securing
and setting up the material ;storage area will be paidunder this bid item.
j
Payment for the cost of mobilization / demobilization will be limited to a maximum of 5%
of the total contract amount. 75% will be paid on application for payment No. 1 and the
remaining 25% paid on .the,final application for payment.
Item 2; Hydraulic Dredging, Dewatering and ®isposal
This item shall include providing all the labor, materials and equipment to perform the
hydraulic dredging in a manner and method specified in Section 02215 of the Technical
Specifications. Work shall include -all items associated. with this item including removal
of sediment from the lake to the sediment dewatering site, operation and maintenance
of the return water pump and piping, operation of the hydraulic dredge in a safe and
environmentally acceptable manner and all other work tasks necessary to complete this
project, including coordination with the Lake Operations Director for-d-aily, removal of
stockpiled soil.
The limits of dredging shall be set by the Town: Dredging shall remove all accumulated
silt down to the "hard" bottom of the channel and lake bed. Therefore the depth of the
sediment dredged will vary1from area to area.
1 �
Payment shall be based on the total amount -of material removed from the dewatering
facility .by'the end of October 31 st of each year, or June 30tn of each third year and paid
for by the cubic Yard (CY) of sediment removed. Measurement shall be based upon
truck haul size and trip count. The Contractor is required to maintain a daily signed haul
log for each truck trip. Items on the log are to include, date, truck number (or license #),
time truck leaves site, volume hauled, driver name and signature.. The Town has the
right to inspect and -copy the log at any time and to observe the actual truck trip and
completing of the log. Copies of the log will be 'provided the Town with each
corresponding pay request'
To verify the total volume of material. removed after dewatering, the dewatering-site will
be measured by a pre -dredging topographic survey of the dewatering facility and a post -
dredging topographic survey of the dewatering site prior to any material being removed.
Should there be a substantial difference, greater than 1.5%, between the haul size and
trip count volume and tie topographic survey volume; the final volume used for
-payment will be the topogrl phic measurement plus 15%.
The Town has a fixed budget for dredging. It is estimated that this budget will be
sufficient to remove somewhere between -25,000 to 30,000 CY of sediment. Once the
budget amount is reached, the dredging operation will cease and the .contractor will be
paid for that quantity of sediment removed at his unit bid price.
No additional payment shall be made for over depth dredging unless approved in
I
I
MEASUREMENT AND PAYMENT
00312 - 2

advance by the Owner
Contractor shall be responsible for all work designated as "incidental to dredging" work
at the unit price per cubic yard bid. Related work.found in other technical specification
sections indicates incidental work.
i
All sediment removed becomes the property
manner/method of dewatering, aggregate_ screening
is solely at the contractor's purview. The. Town
dewatering activities have !to be performed within
Town's requirements for environmental safety, ero.
completion of the dewatering phase.
of the contractor. Contractor's
or separation, hauling and disposal
vill provide dewatering sites. All
ie guidance of the permit and the
ion control and site cleanup at the
Payment for this Item will be limited to five (5) payments as follows:
The Contractor may request three (3) monthly payments during the dredging operation
at the end of each month bf dredging for the previous month's work. The total request
for each of these three (3) payment requests shall be limited to 20% of the total bid for
Item 2. A fourth monthly request maybe submitted at the end of the first month of
Material Disposal and shall be limited to 20% of the total.bid for Item 2. .The final
payment will be submitted after October 31St and shall be adjusted to the exact amount
of material removed and disposed of as agreed to by the Engineer and contractor.
i
Items 3 and 4: Test Ope rational Functionality of Morse Park Dewatering Facility —
Clean, re -shape and re -grass.
i
Test capability of Morse Park Dewatering Facility. The Morse Park..Dewatering Facility
was rebuilt in 2009 but was never tested for operational functionality. Owner requires
Contractor to connect to existing underground piping and pump sediment into the pit at
two different locations; 1)River Channel and, 2) Marina bay. This test will include
pumping an agreed upon amount of sediment into the pit to test the ability of the
sediment basin to. effectively dewater the sediment as .designed. For bidding purposes,
estimate a total of 2000 CY from each of the two different locations, or a total of 4000
CY for the facility testing.
Plans of the Morse Park Diewatering Facility are in Part 4 of these contact documents.
j
Items 5, 6, 7, 6, 9, 10, 11,112, 13, and 14 — Unit Costs for Various Items of Work and
Equipment
The Town has experienced unexpected severe storms that have washed large amounts
of sediment into the.lake., For this reason the Town requires a number of bid prices to
dredge this sediment on an as needed basis, using Hydraulic and or Excavation
dredging means. ' The Town also uses excavation dredging in other areas i.e. beach
swim area and any other situation that may, arise.
I
MEASUREMENT AND PAYMENT
00312 - 3 .

i
i
The purpose of these ,items is to pre -establish unit costs should, these services be
required outside of the annual dredging program
End Section
i
i MEASUREMENT AND PAYMENT
00312 - 4

i
I
SECTION 00353
�l_
-
,QOALIFICATIONS,OF BIDDERS. .;
-
In order to assist the owner in determining whether the bidder is qualified to
perform • the work, as; set forth in the plans, specifications .and contract
I`
documents, the bidder shall furnish the following information':
Note; Bidder may fill in information below each question or provide
information on separate attached sheet
'.
at and -
1'. List of references th are qualified to judge his financial responsibility his
experience in work of similar nature that is*. being bid upon
2. List of previous contracting experience,.including .dollar value of contract
L .
I
3. List of facilities or equipment
I
that is available for this project
l
4.- Name, residence, and
title of the individual who will personally on -site oversee
L
this project and has authority
to make decisions on behalf of the contractor
,
5. Has contractors license
ever been suspended no; : yes, if yes why?.
6. Has b_ and .ever been
called to complete a project no; yes, :if yes
i�
whys
I
Printed name of bidder title signature date -
i

i
SECTION 00355
LIST OF SUBCONTRACTORS AND EQUIPMENT -MATERIAL SUPPLIERS
The. bidder, as part of the procedure for the submission of bids .on -the project, is
required to submit a list of proposed subcontractors- and the work they will
perform and a list of equipment and material suppliers of the major components
of the project. Changer;'s to the list after the bid submission shall be approved by
the owner upon request of the bidder.
A. Subcontractors:
Name and Address Work to be Performed
B. Suppliers:
I -
Name and Address ! Equipment and/or Material to be Supplied
Printed name of bidder
title signature date

i
SECTION 00370
BIDDER NON- COLLUSION AFFIDAVITT
i
Following is a statement in proof that the undersigned bidder has not entered into a collusive
agreement with any person or business in respect to this bid or any other bid or the submitting
of Bids for the Contract for which this Bid is submitted.
A. Neither the said Bidder or any, of its officers, partners, owners,agents,
representatives, employees or parties in interest, including his affiant, has in any way
colluded, conspired, connived or agreed, directly or indirectly with Bidder, firm or person
to submit a collusive or sham Bid in connection with the Contract for which the attached
Bid has been submitted or to refrain from bidding in connection with such Contract, or
has- in any manner, directly or indirectly, sought by agreement or collusion or
communication with any other bidder, firm or person to fix the price or prices the
attached Bid or of any other bidder, or to fix any overhead, profit or -cost element of the
Bid price of any other Bidder, or to secure through any collusion, conspiracy,
connivance or unlawful agreement any advantage against the ,OWNER or any person
interested in the proposed Contract : and
B. The price or prices quoted in the attached Bid are fair and proper and are not
tainted by any collusion, conspiracy, connivance or unlawful_ agreement on the
part of the Bidder or any of its agents, representatives, owners, employees, or
parties in interest, including this affiant."
Printed nameof bidder
title signature
date

If
SECTION 00375
NONDISCRIMINATION CLAUSE
It is especially agree a's part of the consideration of this bid proposal,, and.the
resulting ..execution ;,of a contract, that the parties -hereto, their agents, officials,
employees or servants Ishall.riot discriminate in. any manner on. the basis of age,.,'
handicap, race, .color; screed, or national- origin with reference to the subject
matter of the contract, no matter_ how remote.
;. This .provision, being incorporated for the benefit of the City of Brevard and it's
residents, may be enforced as set out in, the City s policy and enforcement of this
provision shall be by action for specific performance, injunctive relief or, other
_ remedy as by law provif ed;.
This provision. shall be binding on the; successors and assigns of the parties
hereto with reference td-the subject matter of the contract.
Printed nameof bidder title signature date
t

SECTION 00380
E — Verify Affidavit j
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Complete the attached form for E-Verify and submit with the bid
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E-Verify
00380 - 1

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STATE OF NORTH CAROLINA
- E-VERIFY AFFIDAVIT
TOWN OF LAKE LURE
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I, (the individual attesting below), being duly authorized by and on behalf of
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(the entity bidding on project hereinafter "Employer") after first being duly
sworn hereby swears or affirms as follows:
1. Employer understands that E-Verifyis the federal E-Verify program operated by the United States
Department of Homeland Security and other federal agencies, or any successor or equivalent program used to verify
the work authorization of newly hired employees pursuant to federal law in accordance with NCGS §64-25(5).
2. Employer understands that Employers Must Use E-Verify. Each employer, after hiring an employee to work
in the -United States, shall verify the i ork authorization of the employee through E-Verify in accordance with
NCGS§64-26(a).
3. Employer is a person, business entity, or other organization that transacts business in this State and that
LI employs 25 or more employees in this State. (mark Yes or No)
a. YES or
b.. NO
4. Employer's subcontractors comply with E-Verify, and if Employer is the winning bidder on this project
Employer will ensure compliance with E-Verify by any subcontractors subsequently hired by Employer.
i J This day of 2014. -
I
Signature of Affiant
Print or Type Name:
State of North'Carolina County of Rutherford
Signed and sworn to (or affirmed) before me, this the o
day of , 2014. I v
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My Commission Expires: I v
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Notary Public °'

SECTION 00400
NOTICE OF AWARD
TO:
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PROJECT DESCRIPTION- Lake Lure Dredging Project — Dredging of the Rocky
Broad River I
The Owner has considered the bid dated , 2014 submitted by you for the above
described work in response to its Advertisement for Bids and its Information for Bidders.
You are hereby notified that your bid has been awarded to you by Lake Lure Town Council
on ,;2014 for all items of work in the amount.of $
You are required by theInformation for Bidders to execute the Agreement and furnish the
required Contractor's performance bond, payment bond and certificates of insurance within
ten (10) calendar days from the date of this notice to you. .If you fail to execute said
agreement and to furnish said bonds within .ten (10) days from the date of this notice, said
Owner will be entitled to consider all your rights arising out of the Owner's acceptance of
your bid as abandoned. Th,e Owner will be entitled to such other rights as may be granted
by law.
You are required to return'an acknowledged copy of this Notice of Award to the Owner.
Dated this _ day of ,201.4
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By: Chris Braund
Title: Town Manager
Acceptance of Notice
Receipt of the above Notice of Award is hereby acknowledged
By:
Title:
Date:
END OF SECTION
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NOTICE OF AWARD
00400 = .1

SECTION 00500
CONTRACT
THIS AGREEMENT made,this. day of , 2014, by and between
! The Town of Lake Lure, NG, hereinafter called "Owner", and doing
business as a co rporation,�with its principal office in the City of , County of _
State of ' i , hereinafter called "Contractor".
liFi/ITNESSETH: That for and in consideration of the payments and agreements hereinafter
mentioned, to be made and performed by, the Owner, the Contractor hereby agrees with
the Owner to commence and complete the construction described. -as follows:
Lake Lure Dredging Project — Dredging of the Rocky Broad River
Hereinafter called the "Project"., for the sum of (write out).
Dollars
Contractor further agrees to commence and complete any and all extra work in connection
therewith, under the terms as stated in the General and Special Conditions of the Contract;.
and at his (its or their) ownl proper cost and expense to -furnish all the materials, supplies,
machinery, equipment, tools, superintendents, labor, insurance and other accessories and
-services necessary to complete the said project in accordance with the conditions and
prices stated in the General Conditions, Supplemental General Conditions of the Contract,
the plans, including all maps, plats, blueprints, and other drawings and printed or written
i explanatory matters thereof, the specifications and contract documents. therefore as
prepared by Brown Consultants, PA, herein entitled the "Engineer", and as enumerated in
Paragraph 1 of. the Supplemental General Conditions, all of which are made a part hereof
and collectively: evidence and constitute the Contract.
The Contractor hereby agrees to commence'work under the Contract on or before a date
to be specified in written 'Notice to Proceed from the Owner and to fully complete .the
project within consecutive calendar days thereafter. The Contractor further agrees
'i to pay as liquidated damages the amount of $500.00 for each consecutive calendar day
thereafter that the Contractor fails to complete the project, as hereinafter provided in
Paragraph 19 of the General Conditions.
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The Owner agrees to pay the Contractorin current funds for the performance of the
Contract, subject to additions and deductions, as provided in the General Conditions of the
Contract, and to make payments on account thereof 'as provided in Paragraph 25,
- "Payments to Contractor",, of the General Conditions.
CONTRACT
00500 - 1

L. IN WITNESS WHEREOF,1the parties hereto have executed this contract in three (3)
counterparts, each copy of which shall be deemed an original, in the year and day first
above mentioned. I
For The Owner: Town of Lake Lure
City Clerk I Chris Braund
Town Manager, Lake .Lure
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P ForTheContractor:
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I Attest:' .
Signature i
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Name j
Title
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(Corporate Seal)
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END OF SECTION
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CONTRACT
00500 - 2
Company
Signature
Name
Title

' SECTION 00600.
PERFORMANCE BOND
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ATTACH PERFORMANCE BOND HERE:
Criteria for Performance Bondl:
1. Performance Bond must be an amount equal to contract amount..
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2. Bond Surety companies executing Bonds must appear on the US Treasury Department's
most current list (Circular 5.70 as amended) and be authorized. to transact business in the
F State of North Carolina!
3.- A NorthCarolina, resident agent must countersign. Bond.
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I' PERFORMANCE BOND
00600 - 1
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SECTION 00601
PAYMENT BOND
ATTACH PAYMENT BOND HERE:
Criteria for Payment Bond:
1. Payment Bond must be an amount equal to contract amount..
2. Bond Surety companies executing Bonds must appear on the US Treasury Department's
most current list (Circular 570 as amended) and be authorized to transact business in the
State of North. Carolina.
3. A North Carolina resident agent must countersign Bond.
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PAYMENT BOND
00601 - 1

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SECTION 00602
CERTIFICATE OF INSURANCE
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Attach Certificate of Insurance here from a recognized Insurance Company authorized to
do business in North Carolina, for proof of coverage for workman's compensation and
general liability coverage.
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CERTIFICATE OF INSURANCE
00602 - 1

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I' SECTION 00606
i NOTICE TO PROCEED
TO: DATE:
I
i PROJECT DESCRIPTION: Labe Lure Dredging Project — Dredging of the
I - Rocky Broad River " -
,
OWNER: Town of Lake Lure, Rutherford County, NC
You are hereby notified to commence WORK in accordance with the Agreement
Dated on or before , and you are to complete all -the
WORK in accordance with the attached schedule and .within the following time
frames:
For: within consecutive calendar days thereafter.
I
.The date of completion of all work is therefore:
For the Owner: Town of Lake Lure
BY:
Chris Braund, Town Manager
I" For the Engineer: Brown Consultants, PA
BY:
Harlow-L. Brown, PE, Chief Engineer
Acceptance of Notice
Receipt of the above NOTICE TO PROCEED is hereby acknowledged and
accepted.
BY: Date:
President"
END OF SECTION
NOTICE TO PROCEED
00606 - 1

SECTION 00607
CONTRACTOR PAYMENT APPLICATION
Project: Application:
Contractor'.. Date:
IJ CONTRACT SUMMARY
Original Contract $ .
Net Amount of all Change Orders (increase) .(decrease) $
Current Authorized Contract $
PAYMENT SUMMARY I
1.TotaI of all previous„request (line 4 last request) $
2.Total of materials stored on site. (this request) . $'
3.Total- of all work; (this request) _ $.
"—I 4.Total of all work to date, Add lines 1,- 2; & 3 $
:$
5. Retainage'- %
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6. Subtotal — Line-4 less line.5 $
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7: Total of all, previous payment I (line 6 last request) $
,... .
8..Current payment due; line 6 less. line 7 $
f-1
I CERTIFICATION All necessary paperwork such. as invoices;' materials' receipts,
contractors bills, etc;, is attached to substantiate line 2 and 3 above.:
Contractor Signature ` Name / Title Date
VERIFICATION The Contractor has completed the work stated.aboVe.and is entitled
to the; full amount shown.
Engineer Signature - Name ! Title Brown, Consultants Date
APPROVAL - The Contractor has.completed the work stated above and is entitled.;
to the full�amount-shown.
Owner Signature. Name f Title.., _ Date.
CONTRACTOR PAYMENT APPLICATION -
•
SECTION 00607 - 1.

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PROJECT:
JOB#:
DATE:
PAY REQUEST NO.:
WORK COMPLETED
Item#
Description
Unit
Price
Contract
Quantity
-Unit
Scheduled
Value
Work Completed
Previous Application
Work Completed This
Period
Total To Date
Quantity
Amount
Quantity
Amount
Quantity
'Amount
Percent
Complete
1 .
-- 3 -
- - - - -- ---
- -- -
-
-- - -
-- -- --
4 ,
6 E5
8
9
10
11
12
Total Amount:.

- SECTION 00608 .
CHANGE ORDER
i A. INSTRUCTIONS: .
GENERAL INFORMATION
This.document.was developed to. provide.,a uniform format. for handling Contract changes
i that affect the Contract Sum or Price. or the Contract: Time or Times. Changes that have
been initiated by a- Work Change Directive must be incorporated into a subsequent
Change Order if they affect the Contract Sum or Price or the Contract Time or Times:
Changes that affect. the Contract Sum or Price or the 'Contract Time, or Times should, be
promptly covered -by a, Change -Order. The practice of a- cumulating change order-ite.ms to
a_J reduceahe administrative burden may lead to unnecessary disputes.
if milestones have -been listed, . any effect -of a: Change Order thereon :: should . be
addressed.
For supplemental : instructions and minor changes not .involving a change in the Contract_
I`-Sum or Price or the Contract Time or Times, a Field Order may be used.
COMPLETING THE: CHANGE ORDER FORM (form begins on next page)
Engineer initiates the f0 rm, including -a, description of the :changes involved and
.. ,
attachments based upon documents and proposals submitted.by Contractor; or requests
from .Owner,. or both.:. ,
Once Engineer - has' ;completed and -,signed: the Jorm, all copies. :should be. sent to
Contractor for approval. I�f the Contractor is a Corporation, an officer (President or Vice -
President) of the corporation must sign -'the change order. If -'an ,agent. other than an'
!. authorized officer. of the I Corporation_ signs, a ':Resolution .giving authorization from the
` Board of Directors must be attached. After' approval . by Contractor, all copies should be
sent to: Owner -for approval. Engineer should distribute executed copies after approval by
:
i Owner
If a change only applies. to the Contract Sum or Price or t6the Contract Time. or Times,
cross out the part of. the tabulation that does not apply.
CT
-CONTRACT CHANGE ORDER- -
�� . 00608 -1

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B. Change Order Form:
Date: Change Order #: Project #:
Project Name:
Owner: I
Contractor:
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Reason for and Description of Change (Attach any pertinent information):
Summary of Revised' Contract Costs:
1. Original Contract Price $
2. Sum of all previous change orders $
3. Price of this change order — itemize details below $
4. Revised Contract Price $
5. Original Contract Completion Date
6. Sum of all previous contract extension days
7. Extension for this change order (days)
8. Revised contract completion date
ItPMi7ed descrintion'of work and costs for chanae order:
ITEM # DESCRIPTION QUANTITY UNIT PRICE TOTAL
d
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Total Amount of Change Order: $
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Enter this amount on line 3 of
summary above
j CONTRACT CHANGE ORDER
00608 - 2
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C. Change Order Execution:
The adjustment in Contract Sum or Price and/or Contract Time or Times stated in this
Change. Order shall comprise the total price and/or time -adjustment due or owed the
CONTRACTOR for the work or changes defined in this Change Order. By executing the
Change Order, the CONTRACTOR acknowledges and agrees that the stipulated price
and/or time, adjustments include'. the costs and delays, for all work contained in the
Change Order, including costs and delays associated with the interruption of schedules,
extended overheads, delay, -and cumulative impacts or ripple effect on all other non -
affected work under this Contract. Signing of the Charige Order constitutes full and
mutual accord 'and. satisfaction for the adjustment in Contract Sum or Price or Contract
Time or Times as a .result; of. increases or decreases in costs and time of performance
caused directly and indirectly from the change, subject to the current scope of the entire
work as set forth in the Contract Documents. Acceptance of the :waiver constitutes an
agreement between OWNER and CONTRACTOR that the Change Order represents an
equitable adjustment to the Contract, and that CONTRACTOR waives all rights to file a
claim on this Change Order after it is properly executed.
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TN WITNESS WHEREOF, ithe undersigned have.caused'the execution hereof:
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This Chanae Order Acceated and Aareed to Bv:
Contractor:
Name -Title Signature
Note; Must be same person who signed contract.or.duly. authorized. representative.
Engineer:
Name Title Signature
Owner:
Name Title .- Signature
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CONTRACT CHANGE ORDER
00608 - 3

SECTION 00611
CONTRACTOR'S FINAL AFFIDAVIT & WAIVER OF LIEN
PROJECT:
OWNER:
CONTRACT AMOUNT: CONTRACTOR:
STATE OF: I CONTRACT DATE:
COUNTY OF: DATE:
This is certify that all claims for labor, material, services and any other just claims arising out .of
the performance of this Contract have been satisfied, except for payments to subcontractors to be
made out of retainage presently being held by the Owner, and that no claims or liens exist against
this Contractor in connection 1with this Contract; -that to the best of our knowledge no claims. or
liens exist, and if any such claims or liens appear after payment of the retained amount due on
the Contract, this Contractor shall indemnify and hold harmless the Owner on account thereof.
After payment of the retained amount the undersigned does hereby waive, release and relinquish
any and all claims or rights of lien presently held or hereafter accruing upon the above project.
seal
Sworn to and subscribed before me this
day of ,; 2014
date month
Signature
My Commission expires:
Name of Contractor
BY:
TITLE:
Printed Name
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CONTRACTOR'S FINAL AFFIDAVIT & WAIVER OF LIEN
i 00611 - 1

SECTION 01000
GENERAL CONDITIONS,
j - 1.
CONTRACT AND CONTRACT DOCUMENTS. The plans, specifications and addenda,
hereinafter enumeratedi in Paragraph 1 of
Supplemental General Conditions, shall form
part of this contract and ithe provisions thereof shall .be as binding upon. the parties hereto
as if they were herein ! fully set forth. The table of contents titles, heading, running
I
headlines and marginal notes contained
herein and in. said documents are solely to
facilitate reference to various provisions of
the contract documents and in no way affect,
limit or cast light on the interpretations of the provisions to which they refer.
Contents
1.
Contract and Contract Documents
25. Payments to Contractor
2.
Definitions
26. Acceptance of Work and Final
3.
Additional Instructions' and Detail
Payment
Drawings ;
27. Acceptance of Final Payment as
4.
Shop Drawings and Samples
Release
' 5.
Materials, Services & Facilities
28.. Payments by Contractor
6. '
Contractor's Title to,Materials
29. Insurance
7.
Inspection and Testing !of Materials
30. Contract Security
8.
"Or Equal" Clause
31. Assignments
_ 9.
Patents
32. Mutual Responsibility of Contractors
10.
Surveys, Laws and Regulations
33. Separate Contracts
11.
Contractor's Obligations
34. Subcontracting
12.
Weather Conditions
35. Engineer's Authority
13.
Protection of Work and! Property,
30. Stated Allowances
Emergency
37. Use of Premises and Removal of
14.
Interpretations
Debris .
15.
Reports, Records and. Data
38. Quantities of.Estimate
" 16.
Superintendence by Contractor
39. Rights -of -Way and Suspension
17.
Changes in Work -
of Work.
18.
Extras
40. Warranty for One Year After
f 19.
Time for Completion and Liquidated
Completion of Contract
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Damages . f
41. Notice and Service Thereof
20...
,Correction of Work
.42. Required Provisions Deemed.
21.
Subsurface Conditionsl Found
Inserted
J
Different i
43. Protection of Lives and Health
22.
Claims for Extra Cost
44. Wages and Overtime Compensation
23.
Right of Owner to Terminate
45. Prohibited Interests
Contract
46. Conflicting Conditions
-" 24.
Construction Schedule; and Periodic
47. Indemnification
Estimates
2.
DEFINITIONS. The following terms as used
in this contract are respectively defined as
follows:
(a) Contractor. A person, firm or corporation
with whom the contract is made by the
Owner.
(b) Subcontractor. A person, firm or corporation supplying labor and materials, or only
labor; for work at the site of the
project for and under separate contract or
j
agreement with Ithe Contractor.
(c) . Work on or at the Project. Work to
be performed at the location .of the project,
including the transportation of materials. and supplies to or. from the location.o the
project by.employees of the Contractor and any Subcontractor.
GENERAL CONDITIONS
01000
-1

3. ADDITIONAL INSTRUCTIONS AND DETAIL DRAWINGS. The Contractor will be
furnished additional instructions and detail drawings as necessary to carry out the work
included in the Contract. The additional drawings and instructions thus supplied to the
Contractor will coordinate with the Contract Documents and will be so prepared that they
can be reasonably interpreted as part thereof. The Contractor shall carry on the work in
accordance with the additional detail drawings and instructions. The Contractor and the
Engineer will prepare jointly:
(a) A schedule fixing the dates at which special detail drawings will be required; such
drawings, if.any,;to be furnished by.the Engineer in accordance with said schedule;
and
(b) A schedule fixing -the respective dates for the submission of shop drawings, the
beginning of manufacture, testing and installation of materials, supplies, and
equipment, and the completion of the various parts of the.work; each such schedule
to be subject to ;change from time to time in accordance with the progress of the
work.
4. SHOP DRAWINGS AND SAMPLES. Submit to the Engineer for approval.
4.1 Samples. N/A
4.2 Deviations. At the time` of each submission, Contractor shall in writing call the Engineer's
attention to any deviations that the Shop Drawings or sam.ples may have from the
requirements of the Contract Document.
4.3 Engineer's Review. Engineer will review and approve with reasonable promptness Shop
Drawings and samples but his review and approval shall. be only for conformance with the
design concept of the project and for compliance with.the information given in the Contract
Documents. The approval of a separate item as such will. not indicate approval of the
assembly in which the item functions. Contractor shall make any corrections required by
Engineer and shall return the required number of corrected copies of Shop Drawings and
resubmit new samples until approved. Contractor shall direct specific attention in writing or
on resubmitted Shop ; Drawings to revisions other than the corrections called for by
Engineer on previous submissions. Contractor's stamp of approval on any Shop Drawing
or sample shall constitute a representation to Owner and Engineer that Contractor has
either determined :and verified all quantities, dimensions, field construction. criteria,
materials, catalog numbers and similar data'or he assumes full responsibility for doing so,
and that he has reviewed or coordinated each Shop Drawing or sample with the
requirements of the work and Contract Documents.
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4.4 Contractor's Records. Where a Shop Drawingor sample submission is required by the � Specifications, no, related work shall be comenced until the submission has been
approved by Engineer. A copy of each approved shop drawing and each approved sample
shall be kept in good .order by Contractor at the site and shaft be available to Engineer.
4.5 Contractor's Responsibility. Engineer's approval of Shop Drawings .or sample shall not
relieve Contractor from his responsibility for any deviations from the requirements of the
Contract Documents unless Contractor has in writing called the Engineer's attention to
such deviation at the time of submission and Engineer has given written approval to the
If J specific deviation, nor shall any approval by Engineer relieve Contractor from responsibility
for errors or omission in the Shop Drawings.
GENERAL CONDITIONS
01000 - 2

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5. MATERIALS, SERVICES AND FACILITIES shall be furnished by the Contractor.
(a) It is understood that except as otherwise specifically stated in the Contract
Documents, the' Contractor shall provide and pay for all materials, labor, tools,
equipment, water, gas lights, power, transportation, superintendence, taxes,
I' insurance, temporary construction of every nature, and all other services and
facilities of every nature'whatsoever necessaryto execute,:complete and deliver the
work within the specified time.
I'J (b) Any work necessary to be performed after regular working hours, on Sundays, or
legal holidays, shall be performed without additional expense to the Owner.
6. CONTRACTOR'S TITLE TO MATERIALS. No materials or supplies for the work shall be
purchased by the Contractor or by any subcontractor subject to any chattel mortgage or
under a conditional sale contract or other agreement by which an interest is retained by the
seller. The Contractor warrants that he has good title to all materials and supplies used by
him in the work, free from all liens, claims or encumbrances..
7. INSPECTION AND TESTING OF MATERIALS. Unless otherwise specifically provided for
in the specifications, the inspection and testing of material and finished articles_ to be
-- incorporated in the work at the site shall be made by bureaus, laboratories, or agencies
approved by the Owner.: The cost of such inspection and testing shall be paid by the
Contractor.
7.1 Certification by Contractor. Where the detailed specifications call for certified copies of mill
or shop tests to establish conformance of certain materials with the specifications, it shall
I, be the responsibility of the Contractor to assure.delivery of such certifications to the Owner.
f�o:'materials or finishe,'d articles shall be incorporated inthe work:until such materials and
finished articles have passed the required tests. The.Contractor shall promptly segregate
and remove rejected material and finished .articles from the site of the work.
�'- 7.2 Guaranty. The.testing and approval of materials.by the laboratory, or laboratories, shall not
relieve the Contractors of any r of his obligations. to fulfill his contract and guarantee of
workmanship and materials as called for in paragraph entitled "General Warranty for One
Year After Completion of Contract" herein. The Contractor may, at his option and at his
own expense, cause such other tests to be conducted as he may deem necessary to
assure suitability, strength and durability of any material or finished article.
8. "OR EQUAL" CLAUSE. The phrase "or equal" shall' be construed to mean that material or
equipment will be acceptable only when, in the judgement of, the Engineer, "they are
composed of parts of equal quality, ' or equal, workmanship and finish, designed and
constructed to perform or accomplish the desired .result as -efficiently as the indicated
brand, pattern, grade, class, make or model. Written approval will be obtained from the
Engineer prior to installation.
9. PATENTS. The Contractor shall hold and save the Owner and its officers, agents,
servants, and employees harmless from liability of any nature or kind, including cost and
expenses for, or on account of, any patented or unpatented invention, process, article, or
appliance manufactured or used in the performance of the contract, including its use by the
Owner, unless otherwise specifically stipulated in the Contract Documents. If the
Contractor uses any design, device or material covered by letter, patent, or copyright, he
shall provide for such use by suitable agreement with the Owner of such patented or
copyrighted design, device or material. It is mutually agreed and understood that, with
exception, the contract prices -shall include.all royalties or costs arising from the use of -
such design, device or materials, in any way involved in the work. The Contractor and/or
his sureties shall indemnify and save harmless the Owner of the project from any and all
claims for infringements by reason of the use of such patented, or copyrighted design,
.device or materials or! any trademark or copyright in connection with work. agreed to be
performed under this contract, and shall indemnify the Owner for any cost, expense or
i GENERAL CONDITIONS
01000 - 3 .

damage which it-maybie obliged to a by, reason of such infringement at an time.durih
the prosecution of thwork or:afte p omletion, of the work:. 9
10. SURVEYS, LAWS AND REGULATIONS:- The Contractor shall.comply.with the following:
10.1 Construction staking. The OWNER shall furnish all boundary:s.urveys and, establish all
base lines For locating the principal component parts. of.the WORKtogether with a.suitable.
number- of bench; marks. adjacent to the.' -WORK. as . shown:. in. -the., CONTRACT
i, 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 suchas. slope stakes, batter -boards; stakes for_pipe
locations and othor:working points, lines., elevation and cut sheets,. i
Th
e CONTRACTOR shall carefully preserve bench marks; reference points and stakes
and; in case of willful or careless -destruction, shall be charged with the resulting expense
and shall be responsible for. Any mistake that may be caused by their unnecessary loss of
disturbance.
Permits and licenses of a ternporary:nature necessary for the prosecution of the, WORK
shall be secured and aid for by the: CONTRACTOR u n less otherwise stated in the .
�r SUPPLEMENTAL GENERAL CONDITIONS, Permits, -licenses! :and- easements -for '
permanent structures or permanent changes in existing facilities shall be secured and paid
for by the OWNER;: u.nless,otherwise specified: The CONTRACTOR shall give all notices
and.complywith all aws, ordinances, rules and:regguI ions bearing on the conduct of the
WORK as drawn andjspecified::lf the CONTRACTOR observes that the CONTRACT
-DOCUMENTS are: at variance therewith, the CONTRACTOR shall :promptly, notify the
ENGINEER in writin , and any:necessary changesahall be adjusted as provided in. Section 1
g
E -
13;.CHANGES IN'TH1NORK..-
10.2 Laws and Regulations. :The. Contractor shall keephimself.-fully informed of. all. laws,
ordinances . and regulations of- State,* City and_ County... in any. manner affecting • those
engaged or em to ;ed in the -work,.or the.materials used in the work, or many way affecting
. the conduct of tphe work,:and of,all orders :and decrees of bodies or tribunals -having any
urisdiction or-authorit over :same.. - If. an discrepant or..'. inconsistent should: be
discovered in this cont fact, or in
drawings or specifications herein referred to, in relation. -
to any such law, ordrnance,.regulation, order or decree, he shall forthwith reportthe-same
;in writing to the Owneij. He shall, at all times, himself observe and corn I with all such
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existing and future ,laws; ordinances and regulations;(to the:e"xtenttfiat'sucph tequirements
do not conflict with Federal laws or re uI tioris):and shall protect and indemnify the Owner
g
and its agents againstjan claims or liability -arising from -or based on.the violation of any,•
,. y
C such law, ordinance, regulation; order or decree, whether by himself. or by his employees.
11. CONTRACTOR'S'OBLIGATIONS. The Contractor shall, -in good:workmanlike manner, do .
and: perform all work a d furnish' all supplies and materials, machinery, equipment,. facilities-
and means, except as herein- otherwise .expressly specified, necessaryor proper to
perform and complete all the work required by this contract, -within .the time hherein
specified, in. accordance with.provisions .of this contract and -said specifications,.and in
accordance: with the 'plans -and drawings covered - by- this contract -and any- and all,
supplemental plans and drawings:and in -accordance with the directions of the Engineeras-
given from time -to time.during the.progress of the work. He shall furnish, erect, maintain
and: remove such construction cant and such temporary: works as may be requited. The
Contractor shall observe, comply with, and be subject to all terms,. conditions, requirements.
an limitation of the contract and specifications, and -shall do, carryon and complete.the'
entire work to the satisfaction of:the Engineer and the Owner .' .
12:. WEATHER,,CONDITIONS.' :In`the. event of temporary sus erasion of work or :d'urin
p g
I inclement weather; or. whenever the En sneer. shall, direct, the. Contractor will, :and will
cause his subcontractors: to;:,protect care.. fully his -and -their --'Work and materials against
damage or injuryfrom the weather..af,. in the oprnion`of the Engineer; anywork or.rn . as
�. :. GENERAL CONDITIONS
:01000, - 4. :

shall have been damaged or injured by reason of failure on the part of the Contractor or
any of his Subcontractors to so protect its work, such materials.shall be removed and
replaced at the expense of the Contractor.
13. PROTECTION OF WORK AND PROPERTY, EMERGENCY. The Contractor shall at all
times safely guard the Owner's property from injury -or loss in connection with this contract.
He.shall at all times safely guard and protect his own work and that of adjacent property
from damage. The Contractor shall replace or make good any such damage, loss or injury
unless such be caused directly by.errors.contained in the contract or by the Owner or by
- his duly authorized representatives. In case of emergency which threatens loss or injury of
property and/or safety; of life, the Contractor.will be allowed to act, without previous
instructions from the Engineer, in. a diligent manner. He shall notify the Engineer
_ immediately thereafter2 Any claim for compensation by the Contractor due to such extra
work shall be promptly submitted to the Engineer for approval. Where the Contractor has
not taken action but has notified the Engineer of an emergency threatening injury to
persons or damage tol the Work of any adjoining property, he shall act as instructed or
! - authorized by the Engineer. The amount of reimbursement claimed by the Contractor on
account of any emergency action shall be determined in the manner provided in paragraph
entitled 'Changes in Work" of these specifications.
!`J 14. INTERPRETATIONS.'' If any person contemplating submitting a bid for the proposed
contract is in doubt as to the true meaning of any part of these proposed contract
documents, he may submit to the Engineer a written request for an interpretation thereof.
The person submitting the request will be responsible for its prompt and actual delivery.
Any interpretation of such documents will be made only by adendum duly issued, and a
copy of such addendum will be mailed or delivered to each person receiving a set of such
documents: The Owner will not be responsible for any other explanation or interpretation
of such documents which anyone presumes to make on behalf of the Owner before
expiration of the, ultimate time set for the receipt of bids.
15. REPORTS RECORDS AND DATA. 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
under this contract.
i 16. SUPERINTENDENCE' BY CONTRACTOR. The Contractor shall employ only competent
and skilled men on the work. The Contractor shall have competent Superintendent or
Foreman present at all: times when the work is in progress, who shall have full authority to
- act, for the Contractor. Ilt is understood that such representative shall be acceptable to the
Engineer and shall bei one who can be continued in that capacity for the particular job
involved unless he ceases to be on the Contractor's payroll. The Contractor shall, upon
demand from the Engineer, immediately remove any superintendent, foreman orworkman
,.� whom the Engineer may consider'incompetent or: undesirable.
17. CHANGES IN WORK. No changes in the work covered by the approved contract
i. documents shall be made without having prior written approval 'of the Owner. Charges or
credits for the work covered by the approved change: shall be determined by one or more,
or a combination of, the following methods:
(a) Unit bid prices previously approved.
(b). An agreed lump sum.
(c) The actual cost) of:
.1. Labor, including foremen.
i 2. Materials entering permanently into the work.
GENERAL CONDITIONS
'01000 - 5 .

3. The ownership or rental cost of construction plant and equipment during the
time of u � e on the extra work
4i Power and :consumable supplies forthe operation of power equipment....
5. Insurance.
- .6. Social security and. old age and unemployment;contributions._ .
To the cost under (b). there.shall be added a fixed. fee to be agreed' gpon but.not to exceed
15 ;percent of the estimated cost of the -work.. The fee shall be compensation to cover the,
i cost of supervision,- overhead, bond, :profit and any other general expenses:
18..: EXTRAS. Without adding to invalidating the contract, the Owner may order extra work or make
changes by altering, or deducting from'the work; the contract sum being adjusted
accordingly,- and the consent of the 'surety. °.being first obtained where necessary or
I� desirable. All the work of the kind: bid upon shall be ppaid for -at the` price stipulated in the -
proposal, and 'no claims for any extra work or materials shall be allowed unless the work is
ordered in writing by the Owner, or the -Engineer acting -officially.for the Owner, and the
price .is stated in such order.. Extra work shall be performed only upon the execution of .
authorized change;ord�e.rs as set: forth in the. preceding paragraph
�! ..:19. TIME' -FOR COMPLET,I"ON'AND`LIQUIDATED: DAMAGES' It is: hereby understood -and
mutually agreed by and between the. Contractor and -the Owner -'that the date of beginning-
and the time for completion as specified in the contract of -the work to be done hereunder:
-are essential conditions of this contract; and it is further mutually understood and agreed
that.the work embraced in this.contract shall be corrimeneed on -a, date to be specified _in-
�-� theNotice.to Proceed.
19.1 Regular Prosecution of. Work. The Contractor agrees that. said work shall be prosecuted
regularly, diligently and uninterruptedly .,at... such rate. -of progress as- will insure full
completion thereo,:;within the time'specified It is expressly understood and: agreed, by and
.between the Contractor and the Owner,, that the time. for completion of the work described
...herein is a reasonable time for completion of same, taking. into consideration be average
climatic range and iusual industrial conditions,prevailing in -this locality.,
1. 19.2 . _Liquidated Damages.ilf the Contractor shall .neglect, fail,.or refuse to complete the work..
within the time herein specified, or any proper -extensions thereof- granted by the Owner, -
!� then the Contractor does hereby agree,.as a part consideration for the awarding of. this
' contract, to pay to the Owner the amount specified in the'contract'not as a penalty but as
i liquidated:damages for such. breach of contract as hereinafter set forth, for each and every
I' calendar day that the Contractorshall be in default after the time stipulated in the contract
I� -for completing -the Work. ''The said -amount is fixed and agreed upon by and between. the
Contractor. and-the;Owner because of the'impracticality and extreme difficulty of fixing and
' ascertaining the actual damages the -Owner would in,such event sustain, :and said amount
j is agreed to be the; amount of damageswhich the Owner would sustain and said amount
shall be retained -from time to-timeby the Owner from current: periodical estimates.
19.3 Extensions of Time for, Completion. It is -further agreed that time is of the essence of each
and every portion of this contract and of the specifications wherein a definite and certain
length of time is: fixed Ifor- the performance. of any act whatsoever; and where -under. the
contractor an additional time .is allowed for the .completion of .any work, the new --time limit
i fixed by such extensibn -shall be of the essence of this contract. Provided, that the
Contractor shall not be charged with liquidated damages.or.._any excess cost when the
delay in completion of the work -is -due::.' ..
{a) To.any preference priority or. allocation order duly issued.by the. Government
(b) To unforeseeable cause.beyond the control -and without -the. fault or negligence of
the Contractor i'ncluding,.but..not ;restricted -to, acts, of the public enemy, acts of the
i GENERAL CONDITIONS
:01000 6

F
k
Owner, acts of another contractor in -the performance of a contract with the Owner;
fires,. floods, , epidemics, quarantine restrictions, strikes, freight embargoes;
hurricanes-, tornadoes; and
(c) To and delays of .subcontractors or. suppliers occasioned by any of the causes
specified in. subsections (a) and .(b) of -this article...
Provided, further that the Contractor shall,, within seven (7).days from the beginning of such
delay, unless the Owrier shall grant a further period of time prior to the date of final
settlement of. the- contract, notify the. Owner, in writing of the causes of delay, who shall
ascertain the. facts and °extent of delay and notify the Contractor within a reasonable time of j
its decision in the matter, and grant such extension -of-time as the Owner shall deem
' suitable and just.
Normal weather conditions forthe project area are taken into consideration in the time for
completion of the conf ract; therefore, 'no extension of time will 'be extended for normal
weather conditions; with the exception of "hurricanes: and tornadoes'.
20-. CORRECTION OF WORK. All work. all materials, whether incorporated in the work or'not;
all processes of manufacturer; and all methods of. construction, shall be at all times and
places subject to th,e inspection -of the Engineer,. who -shall beahe final judge of the quality -
and suitability of the work, materials, .processes of manufacture, and methods of
construction, of, the purposes for which they .are used: Should they fail -to meet his
approval, they shall be forthwith reconstructed., made good, replaced and/or corrected, as
the case may be;' byl the 'Contractor at his own expense: - Rejected material shall,
immediately be removed from the site.. If, in the opinion of the. Engineer, it is undesirable to
replace any defective -or damaged materials or to reconstruct or correct any portion of the
work injured or not 1performed in . accordance with. the contract . documents, the.
e
compensation to:bpaid to the Contractor. hereunder.shall be.reduced by such -amount as, -
in the judgement of the Engineer,. ''Shall be equitable.
21. SUBSURFACE CONDITIONS FOUND: DIFFERENT. S:hould.the Contractorencounter
.subsurface and/or latent conditions at the site materially differing from those.shown on the.:
...plans or indicated in the specifications, he shall immediately give notice to the Engineer of i
_ such conditions befo.0 'they..are .disturbed.. The' ,Engineer will -thereupon.. promptly
. investigate the conditions, and if he finds that they materially differ from'those shown on
the plans or indicated in the specifications, he will. at once make.such changes in the plans.,
and/or specifications as he mar find necessary; any increase or decrease of cost resulting
from such changes to. be adjusted in the manner. provided in p8ragraph.:17 of these
specifications.
+' } (a) Where'no specific.subsurface conditions are.indicated or specified,,ho increase in
cost will be considered in- reards to subsurface conditions encountered.
g
.22. CLAIMS FOR EXTRA COSTS:. No claim for extra work. or cost shall be allowed unless the_
same was done in`putsuance of a written order of the Engineer,- as:aforesaid, and the
it J claim presented with the first estimate afterthe changes or extra work is done. When work
is;performed underfthe.terms:of subparagraph 17(c) of these specifications, the Contractor
shall furnish -satisfactory bills:payrolls and vouchers covering all items of.cost and when
requested by the Owner; give the Owner access to accounts. relating thereto.:
23. RIGHT OF OWNER TO TERMINATE CONTRACT. In the event;that any of the provisions
of this contract are vioilated. by the Contractor or by any. of his.subcontractors, the Owner.
I may serve written, notice upon the Contractor and the:surety of its intention to terminate the
contract, such noticesito contain the reasons for -such intention to terminate. the contract,
and. unless within 1.0 ,days after the serving of. such, notice upon the Contractor, - such
violation or .delay shall cease. and satisfactory. arrangement or correction be made, the
contract shall, upon the expiration of said-1.0 days,, cease and.terminate. In, the event of.
any such termination, Ithe Owner. shall immediately: serve- notice thereof upon the surety
I,{ and the Contractor,, and the GENERAL shalCONDITIl, take over and; perform the
I`
:01000 - 7:

contract; provided,' however, that -if the surety does;,not commence -performance thereof
within' 10 days from the date of'the mailing to such surety of notice'of termination, the
Owner may take over the work and prosecute -same to completion: by the contractor by
force account for the account and at the expense of the Contractor, and. the Contractor and
his surety shall be liable'to the Owner for any excess;cost occasioned thereby, and in such
t-J event -the Owner may.take possession.of and. utilize in completion the work such materials,
appliances and plant.as may:be on .the site of. the work. and necessary. therefore.:. if the
Contractor should ;die,i be.declared an incompetent,. be' -declared bankrupt or insolvent,
make. an assignment for the benefit of `creditors during the term of his'contract,.the Owner
mayterminate-the...contract-in the manner and under the procedure. set forth,above.with the
excep#ion-that no nbtices to the Contractor shall be'required, but in lieu thereof the Owner
must. make a reasonable effort to :notify the estate. of.. the .Contractor, ..his guardian,.
assignee, or leggal 'representative of the intention to�terminate and fact of -termination; if
there is anysuch guardian, .assignee, or legal representative at.the time the Owner desires
to terminate
"
24 CONSTRUCTION SCHEDULE AND PERIODIC ESTIMATES Imm
ediately after execution
'.and delivery of the! contract and before the: first partial payment is made, the Contractor
shall deliver to the Owner an. estimated, construction progress schedule in. form satisfactory
to. the Owner, showing] the proposed -.dates of commencement and completion of each of
the various subdivisions of work required underthe.contract documents and theanticipated
amount of each monthly payment that will become due'the- Contractor in accordance with
the progress schedule.
24.1 Contractor's Estimate. The Contractor shall also furnish:
(a) : A detailed estimate;" giving a complete breakdown of the contract price; and:
(b) Periodic itemized estimates of work done :for the: purpose of rnak i.ng gpartial
aymen%Jhereon. The costs -employed in making up, any of these schedules'will
e used onlyfor determining the ' asis- of partial payments and will not be
considered as fixing a basis for addition.to or deductions from the contractprice.
4
24.2 ::Equipment Delivery' Schedule. The Contractor shall also prepare a schedule of anticipated
shipping dates for.materials and equipment. It is; intended that equipment and materials be .
so scheduled as- to. arrive at, the job --site just prior to . time for. installation. to prevent
excessive, materials on hand for, inventory and :the necessity for extensive storage facilities
at the_ job site. j
25. PAYMENTS TO CONTRACTOR shall be made according to the following:
-
'(a) Not later than the"15th day of each calendar month -the Owner shall make, a
progress payment: to the Contractor- on thebasis of a duly certified approved
estimate of ithel work performed :during the preceding calendar month under this
contract, but to insure the proper. performance of this contract, the:Ownerwill retain
a portion of each estimate.until final com letion and acceptance of all work covered
by this contractjin accordance with the following:
1) Retentiop of up to 10%'of payment -claimed until construction is complete, or.
as follows- .. .. ... .
2) After.co nstruction is 50%o:complete, 10% of the 50% completion portion will
be retained and no additional retainage will be withheld, provided ,that the
contractor is making satisfactory progress and:there is no specificcause for:
greater withholding.. .
3) . .. When the project is,substantially complete (operational or beneficial.
o.ccupancy), the retained amount may befurther.reduced.to only that amount
necessary to assure.:completion.
:. GENERAL CONDITIONS
:01000 - 8

i
4) The Owner will accept a cash bond or irrevocable letter of credit if offered in
lieu of cash retainage under (2), and will accept a cash bond or irrevocable
letter of credit if offered in lieu of cash retainage under (3). -
5) The Owner. may reinstate up to ten (10) percent retainage if the Owner
determines, at its discretion, that the contractor is not making satisfactory
progress !or there is other specific. cause for such retainage. .
(b) In preparing estimates, the material delivered on the site and preparatory work done
may be taken into consideration.
(c) All material and ;work covered by partial payments shall thereupon become the sole
property of the'Owner, but this provision shall not be construed as relieving the
Contractor from�the sole responsibility for the ,care and protection of materials and
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 the
terms of the contract.
25.1 Owner's Riaht to Withhold .Certain Amounts and Make Application Thereof. The
Contractor agrees that he will indemnify and save the Owner harmless from all claims
growing out of -the lawful demands of subcontractors, laborers, workmen,, mechanics,
materialmen, and. furnishers of machinery and parts thereof, equipment, power tools, and
all supplies, including commissary, incurred in the furtherance of the performance of this
contract. The Contractor shall, at the Owner's request, furnish satisfactory evidence that all
obligations of the nature hereinabove designated have been paid, discharged, orwaived.
If the Contractor fails so to do, then the Owner may, 'after having served written notice on
the contractor, either pay unpaid bills., of which the;Owner has written notice, direct, or
withhold from the Contractor's; unpaid, compensation a sum of money deemed reasonably
sufficient to pay any add all such Lawful claims until satisfactory -evidence is furnished that
all liabilities have been fully discharged whereupon, payment to the Contractor shall be
f resumed in accordance with the terms of this contract, but in no event shall the provisions
l' of this sentence be construed to impose any obligations upon the Owner to either the
Contractor or his suretyy. - In paying any unpaid bills of the Contractor, the Owner shall be
deemed the agent of t;he. Contractor, and any payment so made by the Owner shall be
I_ considered a$ a payment made under the contract by the Owner to the Contractor, and the
fi J Owner shall not be liable to the Contractor for any such. payment made in good faith.
26. ACCEPTANCE OF WORK AND FINAL PAYMENT.' Before final acceptance of the work
and payment to the Contractor of the percentage retained by the Owner, the following
requirements shall be complied with:
(a) Final Inspection. Upon notice from the Contractor that his work is completed, the
Engineer will make a final inspection of the work and shall notify the Contractor of all
instances where his .work -fails to comply with the contract drawings and
specifications, as well. as any defects he may discover, The Contractor shall
immediately make such alterations as are necessary to make the work comply with
i the contract drawings and specifications, and to the satisfaction of the Engineer.
(b) Operating Testa After the alterations for compliance with the contract drawings and
specifications have been made, and before acceptance of the whole or any part of
the work, it shall be subjected to test to determine that it is in accordance with the
contract drawings and specifications. The Contractor shall maintain all work in first
class condition! for a .thirty (30) day operating period after the work has been
completed, as a. whole, the. final inspection has been made, and the Engineer has
notified -the Contractor in .writing that the work'.has been finished to his satisfaction.
The retained percentage as provided .herein will not become due or payable to the
i
Contractor until; after the thirty (30) day operating period has expired.
(c) Cleaning Up. Before the work is considered as complete, all rubbish and unused
. material due to or connected with the construction must be removed and the
I : ' GENERAL CONDITIONS
01000 - 9

I I
f premises left inia condition satisfactory to the Owner:. Streets, curbs, crosswalks,
pavements,: sidewalks, fences and other. public and private property disturbed or
damaged should be -restored .to their former condition. Final acceptance will be
withheld until such work is finished.
(d) Liens. Final acceptance of the.work will not be granted and the retained percentage
will not be due or payable until the Contractor has furnished the Owner proper and
satisfactory evidence under.oath that all claims for labor and material employed or
used in the construction of the work 'under this contract have been settled, and that
` no legal claims.'can be filed against the Owner.. for, such labor or material.
(e) Final Estimate. iUpon completion of all cleaning up, alterations and repairs required
I by the final inspection or operating test, the satisfactory completion of the operating
I' test, and upon submitting propper and satisfactory evidence to the Owner that all
claims have been settled, the Contractor shall then prepare his final estimate. After
f review and approval of the final estimate by the Engineer and the Owner, the
I -
payment shall then become due.
27. ACCEPTANCE OF FINAL PAYMENT AS RELEASE. The acceptance bythe Contractorof
final payment shall bel and shall operate as a release to the owner of all claims and all
liability to 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 this work. No
payment, final or otherwise, shall operate to release the Contractor or his sureties from any
obligations under this Contract or his sureties from any obligations under this contract or
the performance and payment bond.
28. PAYMENTS BY CONTRACTOR. The Contractor shall pay:
f' (a) For all transportation and utility services not later than the 20th day of the calendar
month following that in which services are rendered; .
(b) For all materialsl, tools, and other expendable equipment to the extent of ninety (90)
percent of. the ;cost thereof not later than. the20th. day of the calendar month
following that in which such, materials, tools, and equip' ment are delivered at the site
of the project, and the balance of the cost thereof not later than the 30th day
following completion of that part of the work in or on which such materials, tools,
and equipment are. incorporated or used; and ..
(c) To each of his subcontractors not later than the 5th .day following each payment to
the Contractor, ;the respective amounts allowed the Contractor on account of the
work performed; by his subcontractors to the extent of each subcontractor's interest
therein.
29'. INSURANCE. The 'C;ontractor shall procure and shall maintain during the life of this
contract, whether such operation be by himself or by a subcontractor or anyone directly or
-indirectly employed by either of them, such insurance as required by statute and/or
ordinance to adequately protect the Owner from any claims or damages, including bodily
injury or death, which may arise from them during operations under this contract.
29.1 Limits of Liability. Insurance shall be obtained for not less than the limits of liability as
specified in Section 01001 entitled Supplemental General -Conditions.
29.2 Certificates of Insurance. The Contractor shall furnish the Owner, if requested, certificates
:showing the type, amount, - class .of operations covered, effective dates and dates of
expiration of the policies. Such certificates shall contain substantially the following
statement: "The insurance covered by this certificate will not be cancelled or materially
altered except after 30, days written notice has been received by the Owner".
30. CONTRACT SECURITY. The Contractor shall furnish a 100 percent performance bond
and a 100 percent payment bond as security for the -faithful performance of this. contract,
j GENERAL CONDITIONS
01000 -10
I

as security for the pay',ment of all persons performing labor on the project under this
contract and furnishing;materials in connection with this contract. The performance bond
and payment bond shall be in separate instruments. Before the, final acceptance, each
bond must be approved by the Owner.
31. ASSIGNMENTS. The Contractor shall not assign the whole or any part of this contract or
any moneys due or to become due hereunder without written consent of the Owner. In
case the Contractor assigns all or any part of any moneys due orto become due .underthis
contract, the instrument of assignment shall contain .a clause substantially to the effect that
is agreed that the right of the assignee in and. to any moneys due or to become due to the
Contractor shall be .subject to prior, claims of all persons, firms and corporations .for
services rendered, or materials supplied for the performance of the work called for in. this
contract.
32. MUTUAL RESPONSIBILITY OF CONTRACTORS. If through acts -of neglect on the part of
the Contractor, any other contractor or any subcontractor shall 'suffer loss or damage on
the work, the Contractor agrees to settle with such other contractor or subcontractor by
agreement or arbitration. If such other contractor or subcontractor shall assert any claim
against the Owner on account of any damage alleged to have been sustained, the Owner
shall notify the Contractor, who shall indemnify and save harmless the Owner against any
such -claim.
33. SEPARATE CONTRACTS. The Contractor shall coordinate his operations with those of
l _ other contractors. .Cooperation will be required in the arrangement for the storage of
materials and in the detailed execution .of the work. The Contractor, including his
subcontractor, shall keep informed of the progress and the detail work of other contractors
and ;shall notify the Engineer immediately of lack: of progress or defective workmanship on
the part of other contractors.. Failure of a contractor to keep informed of the work
progressing on the site and failure to -give notice of lack of progress or defective
workmanship by others shall be construed as acceptance by him of the status of the work
as being satisfactory for proper coordination with his own work.
34. SUBCONTRACTING shall comply with the following:
I'_ a (a) The Contractor may utilize the services of specialty contractors on those parts of the
work which under normal contracting practices are performed by specialty
subcontractors.;
(b) The Contractor shall not award any work to any subcontractor without prior written
approval of the Owner, which approval will not be given until the Contractor submits
to the Owner i a written statement concernin the proposed award to the
subcontractor, which statement shall contain such information -as the Owner may
require.
(c) The Contractor shall betas 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 employed by him.
(d) . The Contractor shall cause appropriate provisions to be inserted in all subcontracts
relative to the work to bindsubcontractors to the Contractor by the terms of the
General Conditions and other 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 Contract under any
j provisions of the contract documents.
(e) . Nothing contained in this contract shall create any contractual relation between any
i subcontractor and the Owner.
35. ENGINEER'S AUTHORITY. The Engineer shall determine the amount, quality,
acceptability and -fitness of-the.several. kinds of work and materials which are to be paid for
�- GENERAL CONDITIONS
01000 -11
I

under this contract and!
shall decide all questions which may arise in relation to said work
andthe construction thereof.:
The Engineer's estimates and decisions shall be final and
conclusive, except as
herein otherwise expressly provided. In. case any, question, shall
arise between the parties
hereto relative: to, -said contract 'or specifications,_- the
-
determination or. decision
-Contractor to receive any
.of the En shall be a condition precedent to the: right of the
-money or payme'nt.for work. under t is. contract affected. in any.
..
manner"or to any extent
by such question...
36.1
..Interpretation of Drawings
and Specifications. The Engineershall decide themeaning and
intent of any portion ofi
the..specfications:and of. any plans or:drawings where the same.
may be found obscure or be in. -dispute Any differences or conflicts in regard to their work i
which may arise the. ontractor under this contract and other contractors .
,between
performing work for the
Owner„shall be adjusted and determined by the Engineer.
3&
STATED ALLOWANCES.
N/A
'—
USE OFPREMISES AND
REMOVAL OF DEBRIS The'.Contractor expressly undertakes
- 37.
.
at his own expense:
.. -
(a)' : To take every precaution
against injuries -to, persons or. damage to property::
(b) To store his apparatus, materials, supplies and equipment in such orderlyfashion.at
the site of the work_as will not unduly interfere' with the progress of his workor the
I'�
= work of any oth
j r contractors:
J
(c) To place upon the
work or any part thereof only such as are consistent with
the safety of that
portion of the work.•
1�
. i
:(d) To clean up fregqduently
all refuse, rubbish, scrap- materials, and debris -caused by his
operations, to the
end that at all times the, site of the work. shall present a neat,
orderly and'work
manlike -appearance
(e) Before. final payment
to. remove '.all surplus material, 'false worktempovary.
structures, - including-
foundations: tfereof, -plant of any description and debris
of
every nature resulting
from his operations; and: to. put. the site, -in a neat, orderly,
condition.
To effect all cutting,
fitting patching of his work required'to make the same
conform to.��thej�plans
and -specifications,-:and, except with' the consent of the
Engineer, not t 6
cut or-,otherwis& alter the work of'any other contractor.
38.
QUANTITIES OF -:ESTIMATE.
The estimated quantities of work to'b'e.do'ne and materials
to be furnished under thi
-contract shown in an of the documents, including t a proposal, .
are given:for use in. comparing
-bids and -the rig ht is especially reserved exce
g p y pt as herein
I�
otherwise specifically Iimited,
necessary or desirable.by
to.increase or diminish them as maybe deemed reasonably
the Owner to complete the work contemplated by this contract;
:and such increase; or
diminution shall in:no wayy vitiate this -contract, nor shall any such -
f
increase or diminution
give cause for claims:or-liabilit . for damage
y g
39.
RIGHTS-OF=WAY}AND
SUSPENSION OF -WORK ' The Owner shall furnish all land and
I
rights -of -way -necessary
for the -carrying out of this contract -and the completion of the work
Ij
herein contemplated; and will, use due. diligenceln acquiring said land and rights -of -way as
But it is that lands rights-of-way.may not be obtained
speedily as possible. possible all and
as her contemplated before construction begins, in which event the Contractor shall
began his work upon such land and rights -.of -way 'as the Owner may. have previously
acquired, .and no claim for damages.whatsoever will b"e.allowed by reason. of the delay in
=- ..
obtaining the ..remoining
lands;and rights -of -way
.GENERAL CONDITIONS
.01000 - 12

I
Should the Owner' be{ prevented . or enjoined from proceeding with the work, or from
authorizing its prosecution; either before or after the commencement,- by reason, of any
litigation or by reason of its ability to procure any lands or rights -of -way for said work, the.
Contractor shall not be entitled to make or. assert claim for damage by reason ofaaid delay
from by consent'of the Owner; but time for
...or to withdraw ithelcontract except completion of
-the work will be extended to such time .as the. Ownerdetermines will compensate for the
time lost by such delay, such determination to be set. forth in writing. I
40.
GENERAL WARRANTY FOR ONE YEARAFTER COMPLETION OF CONTRACT. For
.
period of at least'one year after the completion of the contract: the Contractor warrants the
fitness and soundnessJof all work done and materials and equipment put in place under the
contract, and neither the finalcertificate of payment nor any provision inthe Contract.
Documents nor partial or entire occupancy.of the premises by the Owner shall:constitute
an acceptance.of Work not done in accordance with the Contract Documents or' relieve the
t
Contractor of liakiility in respect to any express warranties or responsibility for faulty
pp
The Contractor defects in the
materials or workmanship. shall remedy.any work'and pay-.
for any damage to other -work resulting therefrom; which shall .appear within a period of one
year from the date of M� al acceptance of the,work,,unless a longer period is specified: The
Owner.will give notice of observed defects with. reasonable promptness.
41 %
NOTICE AND SERVICE THEREOF. Any notice to any'Contractor from the Owner relative'
to any part of this contract shall be in writing. and considered delivered and the service
thereof completed, when said notice is posted by registered mail:to said Contractor.or his
authorized representat'ive on the work; or is deposited in -the regular United.States Mail in a
sealed, postage :prepaid: envelope and the -'receipt --thereof -is acknowledged by the
Contractor. j
41.1
-Owner's Notice. All papers,required to be delivered to the Owner shall be delivered as
indicated in Section 01001 entitled .Supplemental -General Conditions..
I
42.
Each.and every ovi
-REQUIREDion an
DEEMED
o be. i serted.iinl:th thisRTED...
aerequiredbylawby lawlONS
contract shall be deemed orbe inserted herein,,
and- the contract, shall{ be_ read. and. enforced as though .it were included herein, and :if
through mistake or otherwise any such provision is not inserted or is not correctly inserted,
then. upon the application of either party the contract shall forthwith by physically amended
to make such insertion or correction.
43.
PROTECTION OF'LIVES AND HEALTH:':, I'n order to protect the lives and health of his
L
emplo ees under the contract, the -Contractor shall'comply with all pertinent: provisions of y ...
"Manual
the of Accident Prevention in Construction" issued by the Associated General
Contractors of America, Inc:,, and shalt maintain: an accurate record of all cases of death,,.
occupational disease, Wand injuryy requiring: medical attention or causing loss .of time from
work, arising out of and in the course of employment on work under the contract. The
Contractor alone shall be responsible for the'safety, efficiency and adequacy of his plant;
appliances and methods, and for any damage which may result from their failure or their
improper construction,i maintenance or operation,
-44.
WAGES AND OVERTIME COMPENSATION. The: Contractor, and each of his
subcontractors shall comply with -all .applicable ,State and local laws or ordinances with
-
respect to'the hours worked by laborers and mechanics engaged -in.'work on:the project
to,
and with respect coi npensation. for overtime.
j 45.
PROHIBITED INTERESTS. No official of the Owner, who is authorized, in such .capacity. .
and on behalf. of the ,Owner to negotiate, make, accept or approve or to. take part. in
negotiating, making, accepting, or. approving any architectural, engineering, :inspection,
construction,. or material supply contract or any subcontract. in connection. with the
construction of the:p.roject, shall become directly or indirectly interested. personally in this
contract. or in any `part- hereof. No. officer,. employee, architect, .attorney, . engineer, . o.r
inspector of and on behalf of the Owner to, exercise any le0islative, executive; supervisory
or other similar functions in connection with the construcfion of the shal become
.project
::GENERAL CONDITIONS
1. 01000 -13 :.

I
46
47.
r 47.1
47.2
i
directly or indirectly interested personally in this contract or in any part hereof, any material
supply contract, subcontract,; insurance contract, or any other contract pertaining to the
project.
CONFLICTING CONDITIONS. Any provisions in any of the Contract Documents which
may be in conflict or inconsistent with any of..the paragraphs in these General Conditions
shall be void.to the ext6 nt of such conflict or inconsistency.
INDEMNIFICATION
The CONTRACTOR will indemnify and hold harmless the OWNER, the ENGINEER and
their agents and employees.from and against all claims, damages, losses and expenses
including attorneys 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 there from; and is caused.in whole or in part by any negligent or willful
act of 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.
In an and all claims against the OWNER or. the ENGINEER, or any of their agents or
employees, by. an employee of -the CONTRACTOR, any SUBCONTRACTOR, anyone
directly employed by any of them, or anyone for whose acts any of them may be liable, the
indemnification obligation shall not be limited in anyway by limitation on the amount ortype
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 benefits acts.
47.3 The. obligation of the -CONTRACTOR under this paragraph shall not extend to the liability of
the ENGINEER, .its agents or employees, arising. out of the..preparation or approval of
maps, drawings, .opinions, reports, surveys, change orders,.design or specifications.
END OF SECTION
i
I
i
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• z
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GENERAL CONDITIONS
01000 - 14
i

'I
SECTION 01001
SUPPLEMENTAL GENERAL CONDITIONS
I
A. ENUMERATION OF.PLANS, SPECIFICATIONS AND ADDENDA
1.
The plans, specifications and addenda which form a part of this contract as set forth
in Paragraph 1 of the General Conditions, Contract and Contract Documents are
enumerated :in _ Table of Contents.
B. CONTRACTOR'S AND SUBCONTRACTOR'S INSURANCE
1.
As required 'under Paragraph 29 of the- General Conditions, the. CONTRACTOR
shall not commence WORK under this Contract until he has .obtained all the
insurance required under this paragraph and -such insurance has been approved by
the OWNER, nor shall the CONTRACTOR allow any SUBCONTRACTOR to
commence WORK on his Subcontract until all similar insurance required of the
SUBCONTRACTOR- has been so obtained and approved..
2.
Unless otherwise specified in this Contract, the CONTRACTOR shall, at its sole
-
expense, maintain in effect at all times, during the performance of WORK,
insurance coverage with limits, not less than those set forth below with insurers and
under forms of policies satisfactory to OWNER.
3.
The CONTRACTOR shall deliver Certificates of Insurance to the ENGINEER no
I VI-..
later than ten. (110) days after award of the Contract but in any event, prior to
execution of the Contract.by the OWNER.and. prior to commencing WORK on,the
site as evidence that policies providing such coverage and limits of insurance are in
full force and effect...
a. .Certificates shall provide that not less than thirty.(30.) days advance notice
1
will be given in writing to the OWNER prior to cancellation, termination or
material alteration of said policies of insurance.
b. Certificates shall identify on their faces the PROJECT NAME and the
ENGINEER'S PROJECT NUMBER.
I
4.
Additional Insdred: The Commercial General Liability. and Excess Liability
-;
(Umbrella) insurance policies shall be endorsed to include the OWNER and
j
ENGINEER as;additional insured. Such insurance shall be - primary and not be
contributory with any other insurance maintained by the OWNER or ENGINEER.
5.
The OWNER is not maintaining any insurance on behalf of the CONTRACTOR
_
covering against loss or .damage to the WORK or to any other property of the
CONTRACTOR . unless otherwise. specifically stated herein and .as may be
described by appendix hereto. ' In the . event the CONTRACTOR maintains
insurance against physical loss, or damage to the CONTRACTOR'S construction
i
equipment-anditools, such insurance shall include an insurer's waiver of rights of
subrogation in favor of OWNER.
6..
The CONTRACTOR shall indemnify the OWNER and the ENGINEER as stated in.
j
Part 47 of Section 01000.
SUPPLEMENTAL GENERAL CONDITIONS
01001 -1

�i
i
7. Insurance Requirements:
a. Commercial General Liability Insurance: The CONTRACTOR shall take
out -and maintain during the life of, the Contract such commercial general
i liability insurance as shall protect him from claims for damage .for bodily
injury, including accidental death, as well as from claims for property
r damage, which may arise from operations. under this contract whether such
operations are by himself or by any .SUBCONTRACTOR or by anyone
directly or indirectly employed by either of them. The amount of such
insurance shall be not less -than the following:
General Aggregate
2,000,000.00
Product's - Complete/Operations Aggregate
$2,000,000.00
Personal and Advertising Injury
1,000.,000.00
Each Occurrence
1,000,000.00
Fire Damage (Any one fire
50,000.00
Medical! Ex enses .(An one erson
5,000.00
1) The General Aggregate listed above shall .be for this, project only.
2) . Special Hazards: The :CONTRACTOR'S and his SUB-
CONTRACTOR'S General Liability Insurance. shall. provide adequate
protection against use of explosives, collappse, and underground
hazards. Each -detonation of blasting shall be considered a single
occurrence.
b. Comprehensive Automobile Liability Insurance:
1) Includes coverage for all owned, hired and -non -owned automobiles.
2) The -combined single limit of liability shall not be less than the
following:
AnV,Onb,Accident or Loss 1,000,000.00
C. Excess Liability (Umbrella) Insurance:
1) CONTRACTOR shall carry and maintain Combined Excess Liability
(Umbrella) insurance for a limit not less than the following:
Each Occurrence
2,000,000.00
Aggregate.
2,0007-000.00
d. Worker's -Compensation: The insurance required -by this Section shall be
written for not less than the following or greater if required by law:
1) Statutory benefits as provided b South Carolina `Law.
2) Employers' Liability:
r
Each Accident
$500,000.00
Disease -Policy Limit
500,000.00
Disease - Each Employee
$500,000.001
e. Builders; Risk Insurance: The CONTRACTOR shall purchase and maintain
an "all risk" or special perils form. builder's risk policy issued in the name of
the CONTRACTOR, OWNER .and all SUBCONTRACTORS for the full
contract -value of the insurable portions of the WORK. This policy shall
contain a provision that in the event of.payment of any loss or damage, the
SUPPLEMENTAL GENERAL.CONDITIONS
01001 -2

insurer will have no rights of recovery against any of the parties named as
insureds- or additional insureds.
f. Flood Insurance: The CONTRACTOR is required to carry flood insurance
for projects located in. designated flood hazard areas in which Federal Flood
.Insurance is available.
g. Earthquake Insurance: The.CONTRACTOR is required to carry
earthquake insurance for the full contract value of insurable portions of
the WORK.
h. OWNER°S Protective Liability Insurance: The CONTRACTOR shall
purchase) and maintain an OWNERS Protective Liability policy issued in
the name of the OWNER with a combined single limit.of liability of not less
than the following:
Each Occurrence
- $2,000 000.00
Aggregate
2,000 000.00
C. ABBREVIATIONS AND DEFINITIONS
1. Abbreviations used in these Specifications refer to the following:
OWNER: ,Asidefined by Contract, Section 00500.
ENGINEER: A defined by Contract, Section 00500.
2. Definitions: Wherever in the specifications or upon the drawings the words
"directed",."required", "permitted", "ordered", "designated", "prescribed", orwords of
like import 'are; used, it shall be understood that :the direction, requirement,
permission, order, designation or prescription of the OWNER is intended; and
similarly, the words "approved",- "acceptable",
acceptable , "satisfactory", or words of like -import
shall mean approved by, or acceptable to, or satisfactory to the OWNER; unless
otherwise:expressly stated.
D. PHOTOGRAPHS OF PROJECT
1. Photographs ofithe project.will be required.
E.. S.C.HEDULE.OF OCCUPATIONAL CLASSIFICATIONS AND MINIMUM HOURLY WAGE
RATES
1. Not applicable.
F. NOTICE AND SERVICE THEREOF
1. All papers requiredlto be delivered to the OWNER shall; unless otherwise specified in
writing to the CONTRACTOR, be delivered to' the OWNER'S representative as
indicated below, and any notice to or demand upon the OWNER shall be sufficiently
given if delivered to the office of said representative, or if deposited in the United States
Mail, in a sealed postage prepaid envelope, or delivered -with charges prepaid to any
telegraph company for transmission, in each case addressed to the OWNER'S
representative.
G. CORRELATION OF PLANS AND SPECIFICATIONS
1. The contract, plans and specifications are to be interpreted as mutually explanatory
or supplementary, and therefore any features shown in one and not in the other
...'SUPPLEMENTAL GENERAL CONDITIONS
01001 - 3

lV!
shall have the Isame force and, effect as if shown ;byy' both, and -shall be fully -
executed. Prior. to execution. of the WORK, the. CONTRACTOR shall check all
drawings arid. specifications, .and' -shall :immediately report to the- ENGINEER all
errors, discrepancies, conflicts and omissions.discovered therein: All such errors,
. discrepancies, conflicts and omissions will -be adjusted by _the ENGINEER, and
adjustment. bythe CONTRACTOR without prior approval. shall- be at his:own risk.
The settlement,,of any :complications arising from- such adjustments shall bemade
by the CONTR CTOR'at his own expense and. to the satisfaction of:the OWNER:.
H. - OWNERSHIP OF, DRAWINGS
L. 1. All drawings',: specifications and memoranda relating to the WORK are the property
�J of the OWNER and are fo be' carefully used and returned to -the OWNER upon
completion or cessation of the WORK from any cause.
2 Plans and -specifications to be furnished: Three (3) sets of specifications and plans
will be furnishetl to- the 'CONTRACTOR without charge. Additional sets, can be
secured: from the ENGINEER upon request at cost of . reproduction. The -
CONTRACTOR,shall have available on the project site at: all times one (-1): copy of .
each of said.pl6ns and specifications.
I. ,ORDER OF WORK
1. The pprosecution, order or sequence of ;the WORK shall be as' -approved by the
ENGLNEER which approval; however,
CONTRACTOR.
in no way: affect�the:responsibility-of the -
CONTRACTOR. . .
J., PHYSICAL DATA;.
i :1. The drawings, which accompany and form a. part of the contract, have been
prepared on the basis. of -surveys and inspections of the. site:, and are intended to
pptheHowevera, fih sssha Ii nlot relieve the CONTRACTOR of the necess ty for familiarizing
n
himself with' physical conditions ,at the site,, and any discrepancies found in the
drawings shall I not .be grounds for -"claims 'by the. CONTRACTOR against' the
I OWNER, -or for non-performance of WORK specifically provided for under the :
contract..: 1-
K. ORGANIZATION, PLANT AND -PROGRESS
1. The following is supplemental_ to Paragraph 16 of the General Conditions:
a. The CONTRACTOR -shall give his personal superintendence to the WORK,
` or shall Have a comppetent supperintendent with authority to act for him, -to"the _
satisfaction of the ENGINEER, on the job at all times during -the progress of
I`J the:WO R K:
b:-- -The CONTRACTOR shall employ. -an ample-force.of properly experienced
persons and provide construction.plantpioperly adapted to the WORK and
of sufficient capacity _and "efficiency to accomplish the .WORK -in. a safe and
workmanlike manner- at a rate of progress satisfactory` -to the OWNER. All
plants shall be maintained.in good working .order and provision shall be
made fo 1 immediate emergency re airs. No reduction. in -the capacity of the
plantemp.lo ed on the WORK shall be:made except written permission of
yy y
the- OWNER...The.measure of the capacity of,the plant-shall'be.its . actual
performance on he- WORK to which these specifications a _ pl :. Award of
p y
this contract shall not be' onstrued..as a guaranty by the OWNER that,plant'
- listed, byl the CONTRACTOR' for use- ri this ,contract is, adequate for.the
performance
..of the WORK: _
SUPPLEMENTAL GENERAL CONDITIONS
r 01001'-:4:
_
L..J -, .. .. ..

C. Should the CONTRACTOR fail to maintain a rate of progress which, in the
opinion of the OWNER, will complete WORK within the time limit specified,
the OWNER may require that additional persons workingg, if necessary,
during additional periods or shifts, or additional plant, or.both, be.placed on
the WORK; or a.reorganization of plant layout be effected in order that the
progress ;of the .WORK be brought up to schedule and so maintained.
Should the CONTRACTOR refuse or neglect so to increase the number of
employees, working period, or plant, or to reorganize the plant. layout in the
manner satisfactory to the OWNER, the latter may proceed under the
provisions of the Contract to rectify the conditions.
L. ENGINEER'S REVIEW AND CONTRACTOR'S INSPECTION
1. The WORK shall be periodically reviewed by the ENGINEER' representatives, but
the ppresence .of the: ENGINEER' representatives shall not relieve the
L . CON TRACTOR:or his responsible agent of responsibility for the proper execution of
the WORK.
2. The CONTRACTOR will be reqquired to furnish at his expense such labor,
organization and materials which form a part of the ordinary and usual equipment
and crew of the CONTRACTOR as may be reasonably necessary in inspecting and
supervising. thel WORK. Should the -CONTRACTOR refuse, neglect or delay
compliance With this- requirement, the specified facilities may be furnished and
maintained by the OWNER and the cost thereof will be deducted from any amounts
'due, or to: become -due, the CONTRACTOR.
3. Except as specified . in this .paragraph, or otherwise provided for in these
specifications, all expense.of inspection will be borne by the CONTRACTOR.
4. It is understood that any instruction or.decision given bythe ENGINEERthrough the
Resident ENGINEER is to be considered the instruction or decision of the OWNER,
in all cases where., under the terms, of. this .contract, decision rests with the
ENGINEER.
5. The ENGINEER or his authorized representative shall have access to the WORK at
all times.
M. STANDARD TESTS, QUALITY AND GUARANTEES
1. Standard tests, ,quality and guarantees shall comply with the following:
a. All materials, supplies and parts and assemblies thereof, entering into the
WORK to be performed under these, specifications, shall be tested as
specified; herein or otherwise required, in conformity with the contract and
according to the best modern approved methods for the particular type and
class.of WORK.
b. Unless waived in writing by the ENGINEER, all tests and trials shall be made
in the presence of a duly authorized representative of the ENGINEER.
When the presence of the inspector is so waived, sworn statements in
duppiicatd of the tests made and. results thereof -shall be furnished -to the
ENGINEER by the CONTRACTOR as soon as possible after completion of
tests.
c. Unless otherwise authorized, directed or specified, where standard published
specifications of recognized authorities and organizations are mentioned, the
latest revision of such specification current at the time when the WORK is
i executed shall govern.
�- SUPPLEMENTAL GENERAL CONDITIONS
01001 - 5

A. All materials and equipment used in the construction of the project shall be
subject toi adequate inspection and testing in accordance with accepted
standards. The laboratory or inspection agency, shall be selected by the
I OWNER. I The OWNER will pay for all laboratory inspection service direct
and not as a part of the contract.
e. Materials ;of construction, particularly those upon which the.strength and
durability of the structure may depend, shall be subject to inspection and
testing to establish: conformance with specifications and suitability for uses
intended.
j f. In accordance with the Contract, all materials, parts and equipment furnished
! and incorporated in the WORK shall be high grade, free from defects and
imperfections, of'receht manufacture and unused. Workmanship shall be of
i the highest grade and in accordance with the best modern standard practice.
N. STANDARD PRODUCTS
1. All materials, supplied and articles furnished shall, wherever. specified and otherwise
I wherever- practicable, be the standard products of recognized, . reputable
manufacturers. The standard products of manufacturers otherthan those specified
will be accepted when it is proven to the satisfaction of the ENGINEER, in
accordancewith1the Contract, that they are equal in strength, durability, usefulness
and convenience for the purpose intended. Any changes required in the details and
dimensions indicated on the drawings, or the substitution of standard products other
than those provided for,.shall be properly made as approved by the ENGINEER and
I1-_- at the expense of the CONTRACTOR.

r
SECTION 01050
FIELD ENGINEERING
.PART 1.-,GENERAL
1.1 DESCRIPTION
A. Work included: Provide such field engineering services as are required for proper
completion of the Work including, but not necessarily limited to:
1. Provide all -staking required to construct the project.
2. Establish proper line and levels for installation of project.
B. Work. by others"-.
1. Not less than two benchmark elevations will be provided.
1.2 QUALITY ASSURANCE
A. Provide a competent survey party and surveying instruments for staking the work.
B. Exercise proper precautions to verify the figures shown on the Drawings prior to
laying out any part of the Work.
i
1. The Contractor will be held responsible for any errors therein that otherwise
might have been.avoided..
2. Promptly inform the Engineer of any error or discrepancies discovered in the
Drawings or Specifications in order that proper corrections may be made.
1.8 PROCEDURES
A. Locate and protect control points before starting work on the site.
B. Preserve permanent reference points during progress of the Work.-
C. Do not change !or relocate reference points -or items of the Work without specific
approval from the Engineer.
D. Promptly advise the Engineer when a reference pZt is lost or destroyed, or
requires relocation because -of other changes in the rk.
END OF SECTION
FIELD ENGINEERING
I 01050 -1

E.
F
SECTION 01060
REGULATORY REQUIREMENTS
The following requirements of Regulatory Agencies having an interest in this project
are herby made a part of this Contract.
The construction of the project, including the letting of. contracts in connection therewith,
shall conform to the applicable requirements of State, territorial, and local laws and
ordinances to the extent that such requirements do not conflict with Federal -laws and this
subchapter.
North Carolina Sales Tax: All applicable North Carolina sales tax shall be to the account
of the Contractor. Provide a report to ;Brew -rd listing North Carolina sales tax paid. The
report shall be submitted with the final :payment request.
Use of chemicals:. All chemicals used during the project construction or furnished for
project operation, whether herbicide, pesticide, .disinfectant, polymer, reactant or of other ..
classification, must show approval of EPA or USDA. Use of all such chemicals and
disposal of residues shall- be in strict conformance with instructions.
Safety and Health Regulations: The Contractor shall comply with the Department of
Labor Safety and Health Regulations for construction promulgated under the
Occupational Safety and Health Act of 1970 (PL 91-596) and under Section 107 of the
Contract Work Hours and Safety Standards Act (PL 91-54).
i
Inspection by Agencies: The representatives of the North Carolina Department of Natural
and.Economic Resources (DNER) shall have -access to the work wherever it is, in
preparation or in progress, and the -Contractor shall provide proper facilities for such
access and inspection.
END OF SECTION -
REGULATORY REQUIREMENTS
01060-1

i
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SECTION 01061
- PERMITS AND RIGHTS -OF -WAY
PART 1 - GENERAL
1.1, DESCRIPTION
I ;
A. Work included: ;This section establishes requirements pertaining to the securement
and payment for licenses, building permits, rights -of -way, etc. necessary for the
construction of the project.
l�J B. Work not included: The Owner will obtain and provide to the Contractor, as
required, copies of:
I; 1. Encroachment permits, North Carolina Department of Transportation.
2. Easements obtained to. cross private property.
3. Corps of, Engineer permits, navigable waters, etc.
4. North Carolina Water Resources permits.
l 5. North Carolina Department of Health and Environmental Control, Permit to
Construct.
I� 6. Office of! Ocean -and Coastal Resource Management Certification.
C. Related work: .
1,
1. Documents affecting work of this section include,. but are not necessarily
limited to, General .Conditions, Supplementary Conditions, and Sections. in
Division i1 of these specifications.
1.2 SUBMITTALS
A. Submit to the Engineer satisfactory evidence that all necessary licenses, building
permits, etc. have been secured prior to commencing the work.
PART 2 - PRODUCTS
No products are required for this work.
PART 3 - EXECUTION
3.1 BUSINESS LICENSE
A. Determine licenses necessary to perform the work at project location.
B. Obtain all necessary licenses at no additional cost to the Owner.
3.2 BUILDING, PERMITS
A. Permits of a temporary nature necessary for the prosecution of the Work shall be
secured and paid for by the Contractor.
I-
- PERMITS AND RIGHTS -OF -WAY
01061 -1

B. Permits for permanent structures or permanent changes in existing facilities shall be
secured and paid ,for by the Owner.
3.3 RIGHTS -OF -WAY, UTILITY LINES
A... Owner will provide necessary rights -of -way or easements for construction of utility
lines, whether on privately or publicly, owned property.
B. The Contractor shall confine his activities to the rights -of -way and, construction
easements, as shown on the plans.
1. Contact the Engineer for rights -of -way as actually obtained.
C. The Owner will provide no right-of-way over other property.
f
END OF SECTION
{
,

i
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SECTION 01090.
. REFERENCE STANDARDS
PART 1 - GENERAL
1.1 DESCRIPTION
A. Throughout the Project Documents, reference is made to specifications and
standards issued by nationally recognized professional and/or trade organizations.
1. These referenced standards are generally identified by abbreviating the
name of the organization following with the specification/standard number.
2. Unless specifically indicated otherwise, all references to standards refer to
the latest edition available at the time of the bidding.
1:.2 ABBREVIATIONS
A. Wherever the following abbreviations are used in these Project Documents, they are
to be construed! the same as the respective expressions represented:
AASHO American Association of State Highway Officials
ACI American Concrete Institute
AISC American Institute of Steel Construction
ALS American Lumber Standards
ANSI American National Standards Institute, Inc.
ASTM American Society for Testing and Materials
AWWA American Water Works Association
AWPA American Wood Preservers Association
AWS American Welding Society
( FSS Federal Specifications and 'Standards, General Services
I Administration
SPIB Southern. Pine Inspection Bureau
SSPC Steel Structures Painting Council
END OF SECTION
i
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i - REFERENCE STANDARDS
01090 -1

!t SECTION 01210
PRECONSTRUCTION CONFERENCE
PART GENERAL
1.1 DESCRIPTION
A. Work included: To help clarify construction contract administration procedures, the
Engineer will conduct a Preconstruction Conference prior to start of the Work.
Provide attendance by the designated personnel.
B. Related work:
1. Documents affecting work of this Section include, but are not necessarily
limited to,1 General -Conditions, Supplementary Conditions, and Sections in
Division 1! of these, Specifications.
1.2 QUALITY ASSURANCE
A. For those persons designated.by the Contractor, his subcontractors, and suppliers
to attend the Preconstruction Conference, provide required authority to commit the
entities they represent to solutions agreed upon in the Conference.
1.3 SUBMITTALS
A. To the maximum extent practicable, advise the Engineer at least 24 hours in
advance of the Conference as to items to be added to the agenda.
B. The Engineer will compile minutes -of the Conference, and will furnish three copies
of the minutes to the Contractor and required copies to the Owner. The Contractor
may make and distribute such other copies as he wishes.
1.4 PRECONSTRUCTION CONFERENCE
A. The Conference will be scheduled to be held within 30 working days after the Owner
has determined; the low bidder and may be held prior to issuance of the Notice to
Proceed when required by regulatory agencies having jurisdiction. In any event, the
Conference willi be held prior to actual start of the work.
B. Attendance:
1. Provide attendance by authorized representatives of the Contractor and
major. subcontractors.
2. The Engineer will advise other interested parties; including the. Owner, and
request their attendance.
PRECONSTRUCTION CONFERENCE
01210 - 1

C. Minimurim agenda:
Data will be distributed and discussed on:
1..
Organizational
arrangement of Contractors forces and personnel and those
of subcontractors,
materials suppliers, and the Engineer.
i 2.
I
Channels
and `procedures for communication. -
:
I�
3.
Construction
schedule, -including sequence of critical work.
4:
Contract
Documents, including distribution of required copies of Drawings
_.
and;revisions.
-' 5:
Processing:
of Shop Drawings and other data submitted to the Engineer for
review...
.
6:
Processing
of field. decisions and Change Orders.
I
�I
7.
Rules and
regulations governing performance of the Work.,.
-
8.
Procedures=for
security, quality control; housekeeping; and related matters.
PART 2 ' PRODUCTS (NOT APPLICABLE)
PART-3 - EXECUTION .(NOT APPLI.CABLE).. -
Il I -..
END OF. SECTION i
:

SECTION 01220
I' PROJECT MEETINGS
--- PART 1. - GENERAL
1.1 DESCRIPTION.
A. Work included: To enable orderly review during progress of the Project, and to
provide for systematic discussion of problems,. the Engineer will conduct project
meetings throughout the construction period...
B. Related work:
1. Documents affecting. work of this Section include, but are not necessarily
I, limited to, General. Conditions, Supplementary Conditions, and .Sections in.
Division �1 of these Specifications.
2. The Con'tractor's'relations with his subcontractors and materials suppliers, .
and discussions relative thereto, are the -Contractor's responsibility and
normally are not part of project meetings content.
1:2 QUALITY ASSURANCE
A. For those persons -designated by the Contractor to attend and participate in project
meetings, provide required authority to commit.the Contractor to -solutions agreed
upon in the project meetings.
I 1.3 SUBMITTALS
A. Agenda items: To the maximum extent practicable, advise the.Engineer at least 48
hours -in' advance of project meetings regarding items to be added to the agenda.
B. Minutes: j
1. The Engineer -will compile Minutes of each project meeting, and will furnish
three copies to the Contractor and required -copies to Owner. .
2.' Recipients of copies may make and distribute such other copies as they
wish:
i
PART 2 -PRODUCTS j
PROJECT MEETINGS
01220 -1..
1
I

I' (No. products are requllllired in this Section)'
IJ PART 3 -;EXECUTION
3 1' �. MEETING SCHEDULE.
�J
;.• A.. Project meetings will be held weekly-
B. Coordinate as (necessary to,establish mutually acceptable schedule for meetings.
,t
_.
3:2 MEETING LOCATION .
I�. A. - The Engineer. will establish meeting location. -To.the maximum extent practicable,
meetings will be held at the project site.
3.3 . PROJECT MEETINGS:
A: Attendance::
! 1. To the maximum extent practicable; assign the same person or persons to
represent the :Contractor at project meetings throughout: progress of the
Work.
IJ 2. Subcontractors,: materials suppliers, and others rhay be - invited to attend
those project meetings in which -their aspect of the Work is involved.
B.::: Minimum agenda:
1. Review, revise as necessary, and approve Minutes of previous meetings.
I 2. Rebvnew' progress of the Work since last meeting, including status of.
•• ; ittals fOra pproval.
i 3. :Identify problems which impede plannedprogress::,
4: Develop corrective: measures.and procedures to regain planned: schedule.
I.. 5.. Complete -other current business.
I C-.- Revisions to: Minutes:
1. Unless published Minutes are;challenged in writing prior -to the next regularly
E scheduled progress `meeting, they.will` be accepted .as properly stating the .
activities'and decisions, of the meeting.
'� PROJECT MEETINGS -
01220 - 2":

I S .. ECTION. 01310 . .
CONSTRUCTION SCHEDULES
..PART 1 --GENERAL
1 A.. DESCRIPTION .. _
A. : Work included: ITo assure adequate- Olanningand execution of the Work'so that.th'e
Work is completed within the number of calendar•days allowed in the Contract, and
to assist the Engineer in appraising the reasonableness, of:the proposed schedule
} : and in evaluating pro gress.of the Work, prepare and.maintain the schedules and
reports described 'in thhis Section.
I k B: Related work..
l
1: Docume I ts: affectin work of this Section include, but are not necessarily
. gg
limited to,; General Conditions, Supplementary Conditions; and Sections in
- Divisi`on' 1 of these Specifications:
2: Requ,ire + ents for progress.schedule :•General: Conditions.
3. Construction period: Form of Agreement.
C. b.efinitions: !.
1.. "Day" , . as used::througho.ut the Contract unless. otherwise stated., means calendar �day..;
1.2.. QUALITY ASSURANCE
A: ..Employa sch 1duler- who is:: thorou hl trained and ex erienced in compiling: -
A. ilin
....•, g.y.rai - A p g
construction, schedule . data, and in preparing and issuing periodic reports as
required below.
B. Perform data preparation, analysis, charting, and updating in accordance with
standards approved by the.Engineer:
C:. Reliance upon the approved schedule
1. The construction schedule as ap roved by the Engineer will be an' integral
part of the Contract and will establish interim completion dates for the various
activities1under the Contract.
2: Should any activity not be. completed within 15 days after . the stated -
scheduled date, the Owner shall have the ri ht to require the Contractor -to
g
expeditercompletion of the activity by whatever means the.Owner deems
f appropriate and necessary, without .additional. compensation to the
. Contractor.
i 3-. Should .any activity be 30 days :or. more behind schedule,. the Owner, shall
have4 the right .to perform the activity or- have the activity, performed- by-
j whatever method the. Owner deems. a p prop riate.
1 p
4...... Costs incurred b the Owner and: b the Engineer in connection :with
� � y. y g
i expediti 1g construction activity shall be reimbursed: by the Contractor.
—� CONSTRUCTION SCHEDULES
:01310.-1
�I :

5. It is expressly understood and agreed that failure by the Owner to exercise
I, the.option eitherto order.the Contractor.to expedite. an activity -or to expedite
the activity by other means shall not be considered to set a precedent for any
other- activities.
�~ 1.3 SUBMITTALS
A. Comply with !pertinent provisions of Section 01340.
B: Preliminary'analysis: 'Within 10 calendar.days after the Contractor has received the'
Engineer's approval to revisions of a preliminary construction schedule, submit one
reproducible copy and fourprints of a preliminary construction schedule prepared.in
I - accordance with' Part 3 of this Section.
C. Construction schedule: - Within 1.0 calendar days -after the Contractor has received
:the Engineer's approval to revisions. of a preliminary construction schedule, submit
one reproducible copy and four prints of.a construction schedule prepared in
accordance- with .Part 3.of this -Section.
I
LJ
D.
Periodic reports On, the first working *day, of each month following -the submittal
--- described inParagraph 1:3C above; submit four prints of the construction schedule
Updated:- as des cri ed in Part 3 of this. Section:
Li
PART-2 = PRODUCTS. .
2.1 CONSTRUCTION, ANALYSIS .
A. Graphically show by bar chartthe . order and interdependence of ,all- activities
necessary to complete the work, and the sequence in which each activity is to be
i . accomplished, ds planned by the. Contractor and his project field.superintendent in
coordination with all subcontractors whose work:is shhown on the diagram.
1: Provide
de two line kiar chart; ;one for ;planned activity; and one for actual
�I completion. „
B: Include, but ado not necessarily limit indicated activities to:
1: Project mobilization.:
2. Submittal and :approval of shop drawings and samples.
3. Procurement of equipment- and critical materials.
4. Fabrication of special material and equipment, and its installation and testing.
5: Final ;cleanup.
lij 6.. Final !inspecting: and testing.
.: 7. AII:: activities by the: Engineer that . affect progress,. -required;: dates for
completion, or. both, for. all and. each: part of. the Work:
I'
PART 3 - EXECUTION
CONSTRUCTION SCHEDULES
..
-CON RU ES - -
01:310 - 2 . ..
i

i
I
3.1 PRELIMINARY ANALYSIS
A. Contents: i
1. Show all activities of the'Contractor under this Work for the period between
receipt of;Notice to Proceed and submittal of construction schedule.
2. Show'thejContractor's general approach to remainder of the Work.
3. Show cost of all activities scheduled for performance before submittal and
approval of the construction schedule.
3.2 CONSTRUCTION SCHEDULE
i
A. Provide a construction schedule incorporating all revisions from review of the
preliminary analysis.
3.3 PERIODIC REPORTS
A. Provide monthlyI updates of the approved construction schedule.
1. Indicate "actual" progress .for each activity on the bar chart.
2. Provide written narrative. summary of revisions causing delay in the program,
and an explanation of corrective actions taken or proposed.
3.4 REVISIONS
A. Make periodic revisions to the schedule to incorporate delays, early completion, etc.
B. Make only those revisions to approved construction schedule as are approved in
advance by the (Engineer.
END OF SECTION

i
SECTION- 01340.. .
SHOP; DRAWINGS, PRODUCT. DATA AND SAMPLES
PART -1. - GENERAL .:
1:1. DESCRIPTION
A. Work included: 1 Make submittals required by -the Contract Documents and revise
and resubmit as,necessary to establish compliance with the specified requirements -
B. Work not includi d:
1. Unrequired submittals will not be reviewed by the_Engineer:: i
2: The Contractor may .require_; his"subcontractors de drawings, setting
to provi
diagrams,:and similar information to help coordinate the work, but:such data
shall- remain between the! Contractor and his subcontractors and will:not be
reviewed by the Engineer.
1.2 : QUALITY ASSURANCE
A. Coordination of submittals:
1.. Prior to each submittal, carefully review and coordinate.:all aspects of -each
j item being submitted. -:
2. Verify that each 'item and' the; s.ubmittal.for it conform .in all _respects with the '
:. specified requirements.
L3. By affixing the` Contractors signature 'to -each submittal, certify that this,
coordination has been. performed:
B. .: The following pro :ducts do not require further approval except for interface within, the
Work -'and where otherwise indicated.
j
J
Products specified by reference to standard specifications such. as ASTM,
A11111IVA, and similar standards.
2. Products specified by manufacturer's name and catalog model number.
C. "Or equal,.
'
k 1. Where.th he phrase "or:e ual" occurs' in the Contract Documents, do not
assume that the :materials, equipment -or methods'-will.be considered as'
equal, unless the item has been specifically so approved: forthis'Work by -the
nuginee j.
- 2.. The decision of the Engineer shall be final.
J
D. The Engineer. shall assume -that. no shop.drawing or related submittal comprises a
variation unless the Contractor:advises the Engineer otherwise in Writing.
1 3 SUBMITTALS . .
j
SHOP DRAWINGS, PRODUCT DATA AND SAMPLES'
01-340 -1
i

- A. Within 15. calendar. days .after the. Contractor: has received the Owner's notice to
:proceed, submit: -
1.. Schedule:for submittals including specification section,. type of.submittal and
submittal ;date.
2. Construction schedule.
3. Schedulelof partial payment requests.:-
B: Make submittalslof shop drawings, samples, substitutionrequests and other items
in accordance•with the ,provisions of this 'Section:
PART - PRODUCTS'
.2: 1 SHOP DRAWINGS
A. Scale and measurements: Make shop drawings accurately to: a scale sufficiently
1 large to show all; pertinent aspects of the:item and its method of connection to the
Work:
B. Large prints (11" x 17" or- la:rger):
ff 1. - Submits I op drawings-in.the form of one sepia transparency of each sheet
plus. three.blueline or blackline prints of. each sheet.
2.. Blueprints will not be acceptable.
3. Review comments of.th'e'Engineer will be shown on the sepia .transparency
- when: it is returned, to the Contractor. The Contractor may • make and
distribute! such copies.as are required for his purposes.
C. Manufacturer's literature:
i ..
( 1-. Where contents of submitted literature from manufacturers includes data not
I�
ppertinent'�to the submittal, clearly show which portions of the contents are
being submitted for review.
2. Submit the number of copies -which are required to be returned;'plus three
-copies-which will.be retained by.the Engineer.
f D. Do not begin fabrication -of equipment'or materials--priorto Engineer's approval.of,
I =
- shop drawings. ,
2.2 COVER LETTER
I` A. Provide a cover]etterwith.each submittal stipulating where the -item submitted does
not comply'withithe full extent. of the'specifications.
B. Provide an. explanation of why the item(s) submitted. are considered to be -equal to
the item(s) specified.
C.... Failure to submit a cover letter will result.in rejection of the. submittal.
1
i . 2.3 .: SAMPLES ..
..' A: Provide sample! or samples identical to the .precise article proposed to be provided. .
- Identify as: described under"Identification of submittals' below:
'l-J SHOP DRAWINGS, PRODUCT DATA AND SAMPLES
'.01340 -2':

B. Number of samples --required:
1. Unless otherwise specified, submit samples in the -quantity which is required."
l to be returned, plus one which will be retained by theEngineer..:
2. By prearrangement in specific cases, a,single sample may be submitted for
review and, when approved, be installed in the work at a. location: agreed
upon by theEngineer.
i
i -2.4 COLORS AND PATTERNS:
A. -Unless the precise color. and pattern is specifically. called out in the Contract
Documents, and 'whenever a,choice of color or pattern is available in the specified
G products, submit accurate color and pattern charts to the Engineer for selection.
PART 3 - EXECUTION
I 3.1 CONTRACTOR'S REVIEW:OF SUBMITTALS
A. Before submitting a shop .drawing. or any related material, Contractor shall:
1. Review. each such submission for: conformance with the means, methods,
techniques, sequences; .and operations of .. construction,.. and safety
precautions. and .programs incidental: thereto,, all of which are the sole
..responsibility -of Contractor.
' 2-Approve.each such submission -before submitting it..
3. -Stamp each such submission before submitting it.
Be Shop drawings and related materials shall be returned wiffbomments provided that..
each submission has been specified: and is stamped:by the Contractor.
C. Shop drawings' or material not specified or which have not been :approved- by the
Contractor shall! be returned without comment. .
' D. Contractor is to utilize the following stamp on: all shop .drawing submittals: -
i This:shop drawing has been reviewer [NAME OF CONTRACTOR] and approved l
` with.respectto-the means, methods, techniques., sequences, and procedures of
construction, and:safety precautions.and programs` incidental thereto. [NAME OF
CONTRACTOR] also warrants that this -shop -drawing complies with contract
documents and comprises no variations
:thereto;
By
hDate:.
3.2 IDENTIFICATION OF iSUBMITTALS
A.:. Consecutively. number all submittals..... -
SHOP DRAWINGS, PRODUCT DATA AND SAMPLES'
:0 �
�, :340 - 3

I
I
1.. When material is resubmitted:for any :reason, transmit under anew letter of
transmittal and with anew transmittal number.
2.... On ,resubmittals;. cite .the original submittal number for reference.
;ice" B. Accompany each submittal ,.with .-a letter of transmittal showing all information
required for identification and checking.
C. On at least the first page of -each submittal,: and elsewhere as required for positive
identification, show the submittal number in which the item was included.
- D. Maintain a;acdurate submittal :log for the duration of the work,: showing current .
F status of all submittals at all.times. Make the submittal log available to the Engineer
for his review upon request.
33 GROUPING OF SUBMITTALS
A. Unless otherwise specified, make submittals in groups. containing all associated i
items to assure 'tliat information is available for. -checking each item when it is j
received.
1': Partial submittals-
may be rejected as not complying with the provisions of the
Contract!
Y Y
2. The. Contractor may be held liable for. delays so occasioned. -
3.4 TIMING -OF SUBMITTALS.....
I
A. Make submittals far. enough.i.n.advance of scheduled dates for installation. to provide
V. required for reviews, for securing necessary approvals, for possible revisions
i and resubmittals, and for.placing orders and securing delivery. _.
B. In scheduling; allow at least twenty-five working days for review by the Engineer
following-hit,S receipt of the submittal:
f
hJ
3.5 RESUBMITTAL SCHEDULE:.,
A. For submittals marked "Approved as Noted".by the Engineer., resubmittal shall be'
within thirty (30) days of the review -date shown on the Engineer's shop drawing
review stamp-., i
B: For submittals j marked "Revise and Resubmit", "Submit Specified: - Item", . or
"Rejected", resubmittal shall be within fifteen (15) days,of the review date shown on
the Engineer's: shop drawing review stamp:
- 3.6 ENGINEER'S REVIEW
A... Review by the Engineer -does not relieve the Contractor from responsibility for errors
which may exist in the..submitted data.
B. Revisions:
1. - Make revisions. required by the -Engineer.:-.
2.. If the Contractor considers any required revision to be a chapge, he shall so
notify the :Engineer, as provided for in Paragraph 17 of the General
Conditions.
3. Make only those revisions directed or approved by the Engineer.
I
SHOP DRAWINGS, PRODUCT DATA AND SAMPLES
i - >0 340 - 4 :

4. Submittals which have been reviewed.and returned to the Contractor marked
"Revise.and Resubmit":or."Rejected" and which are.resubmitted and not in
an approvable state, will .not be reviewed. a third time: unless payment for the
—,
third and an subsequent review is b :they Contractor.. The en ineerin costs
any.
be. to. the Engineer's to the Owner: un er the
shall equal charges
terms' of.tlie Engineering Agreement with the Owner.
'
J . ...
..
END
..;...i � SECTION .. .. '
I
i

.. j
I'
SECTION. 01640.' ::.
PRODUCT HANDLING
I1
PART 1 `GENERAL
1.1 DESCRIPTION :: =
A. Work included: Protectproducts scheduled for use in the: work by means including,
but not necessarily limited to, those described in this Section.
1.2 • QUALITY ASSURANCE
Jf A Include within the Contractor's. quality assurance'program such: procedures as are
required to assure_full protection of work and materials.
4:3 MANUFACTURERS'•RECOMMENDATIONS. -
A. Except as otherwise approved kiy..the Engineer, determine and .comply, with
manufacturer 's.recommendations: on product handling;; storage and.protection.
1.4 ...PACKAGING ....
A.. , Deliver products to the,job site in their manufacturer's original container, with labels
l? intact: and legible.
1: Mainta n'packaged materialswith seaI unbroken and labels intact until tirne
((� of use.
2. Promptly. remove damaged material and unsuitable items from the: J`ob site
`- and prompptly replace wi h material meeting the specified. requirements, at no
additionaFcost to the: Owner:''
B. The Engineer may reject as non=comply ing such material arid products that do not
bear identification.satisfactory to the- ngineer as to manufacturer, grade, quality
and other ertin'ent information.
l
1:5 PROTECTION OF :MATERIAL AND WORK -
�` .... A. General
1. Carefullyland properly protect materials.of every;description, both -before
and after being used: in the 'Work: in accordance,- withh manufacturer's
IJ . recommendations....
2.. . " Provide 1 ny enclosing or pecial protection from weather deemed necessary
by the Engineer at.no.additional cost:to the:Owner.
l B: Partial payments under the .•Contract; will not relieve the Contractor, from
responsibility.
{� materials and work at the site which have been partially paid for -are
� 1:.. When yy
!� not adequately protected by the Contractor, such materials will. be rotected
by the Owner at the expense of the Contractor and no further partia payment:
thereon will be made:
PRODUCT HANDLING
16

1
C.
Maintain finished surfaces clean, unmarred, and suitably protected until accepted by
H.
- I
the Owner..-
_
1.6. STORAGE
'-
'A..
. -:Store all itemsIof equipment, component parts, .etc., in accordance,.with,.th'
manufacturers recommendations or as may otherwise be necessary to prevent
damage or deterioration of any sort.
Electrical and control e ui ment: .
1. Store,in.a dry area protected from:dust and humidity.
2: Equipment -can be protected by a weatherproof cover if: shipped to the site no
more than two: (2) weeks. prior to installation and energization.
�J
1.7 REPAIRS AND REPLACEMENTS:' .
l
A::.
In the event of damage, promptly makereplacements and repairs to the approval of
the Engineer and at no: additional cost to the Owner.
B.
Additional time required to'secure. replacements and:ao make repairs Will not be
considered 'by Ithe Engineer -'.to - justify .an extension : in, the contract time of
I
completion. - . .
END,OF SECTION
II
I
III
i
.
t
J
- PRODUCT HANDLING
01"640 - 2 ...

SECTION:.01700.
CONTRACT CLOSEOUT.
PART 1. - GENERAL
1.1 '':DESCRIPTION::'
A: Work.include'.d shall be.providing compliance with the requirements, of the General
Conditions of these Specifications for administrative procedures in closing out the .
project work.,
B. Related work:
1. (Documents.affectingg':work of this Section include, 'but are not necessarily' � limited to, .General .Conditions, Supple mentary:Conditions, and Sections in
-� Division: 11 of theseSpecifications..
IL .2. Other requirements. for technical services are :stated in other sections of,
these ipecifications .
{ 3. Section 00690 -:Contractor's Affidavit.
1.
-- 4. Section 0,16.60 - Technical Services.
l
i 5. Section 01670 ':Start upServices; -
6,. Section 01720 - Project Record Documents.
1.2 SUBSTANTIAL COMPLETION.
j� A. ':The Contractor :shall notify the : Engineer that, in his opinion, the .project 1s
substantially complete: A written statement. listing "items complete shall be
submitted.
B. Upon receipt of the: Contractor's notice, the:Eng ineer shall make an observation to
determine if substantial completion is provided..
C. If; in the Engineer's ' opinion, ''the- project is :not substantially .complete; a written
I- notice to the:Contractor shall follow outlining reasons and deficiencies in work which
comprised his decision: The Engineer's decision shall -be final.',,
J :D: Generally,.,sukistantial completion shall be defined- as units, or facilities properly
l` functioning for plotless thanthirty(30) days continuously.
1.3 .. ;FINAL OBSERVATION
A. The Engineer.will makeea-final observation for the Contractor after.any and all items ...-
i' noted in the .substantial completion, observation have' been .corrected.._: The.
Contractor. shall notify the Engineer in-writing.when a final observation is .needed...:
Incomplete and%or.defective:work shall be given to the Contractor by written notice.
::1.4....REOBSERVATION ' � I
.a CONTRACT CLOSEOUT
. :0.700 1:

J
A. Reobservaticin.required. due to failure. by the Contractor to.make previously noted
corrections will be performed by.the Engineer.
B. Cost for such observations iivill be due to and payable, by the .Contractor at a rate
equal to: charges to the Owner.for, similar work..
C: Reobservations will continue until the work is acceptable fo_the Engineer:
iI - _ -
J
1'.5 COMPLETION BY CONTRACTOR ' . .
A. When the. Engineer finds the- Contractor's work acceptable, the Contractor shall be
given such notice and should proceed,with closeout submittals.
i J B. Closeout submittals shall contain at least the following: +
1.: Project record documents.
2. Equipment operation and maintenance manuals :and copies of start-up
reports. +
3... Warranties and: bonds.. ..
4.. Keys and keying schedule..... I
j .5., Spare parts and .manual..,.
6. Evidence, of payment and release to liens per General Conditions. .
-7: ,. Section 00690 - Contractor.'. Affidavit:..
1.6. FINAL PAYMENT j
A. Final payment to ;the Contractor will be mad.e'upon completion of the previous items
and others required bythese specifications. A final statementshall-beforwarded to
the Engineer. The statement shall address:
_- 1. Previous change orders.
2. Unit prices.
J 3. Deductiops:for uncorrected. work.
1 4. Deductions for liquidated -damages.
LIC
Deductions -for re -testing work.
6. Deductions for reobservation..
7. Deductions for shop, drawing review.::
8. Adjusted contract sum.
9 Previous payments..
I 10. 'Amount due. .. : .
i
--CONTRACT CLOSEOUT
:01.700 - 2 .

1
.:.B. When required,,the Engineer will prepare a_contract change order for adjustments
not previously made... .
END OF SECTION . ..
f
L
-
q d
C TRACT CLOSE'OUT
ON •
i .01.700 - 3

SECTIO D1720
!- PROJECT RECORD DOCUMENTS
IJ PART 1 - GENERAL.
DESCRIPTION
A. :Work included:
i
1. Throughout progress of: the Work; maintain an accurate record of changes in
I' the Contract Documents, as `described in Article 3.1 below.
2. Upon -co I pletion of the:Work, deliver the recorded changes to the Engineer:
B. Related work: .. . '
1. Documents affecting work of this -Section include, but are not necessarily
limited to, General Conditions, Supplementary Conditions, and Sections in
Division 1 of.these.specifications.
! " . 2.'- Other, requirements affecting, Project :Record Documents may appear in
pertinent other Sections.of these.speafications. .
1.2. QUALITY ASSURANCE.
f A::: Delegate the responsibility for. maintenance of Record Documents to one person on
V.
the :Contractor's staff: as .approved by the Engineer.
B. Accuracy of records:
1. - Accuracy of records shall be such that future search for items shown on the
Project Record Documents may rely reasonablybn the information provided
I under this Section of the Work.
1:3 SUBMITTALS
A. The Engineer's1approval of the current status of Project Record Documents may be
:1 a prerequisite to the. Engineer's approval of requests for:progress payment and
! request for final payment under :the Contract.
I'J B. _ Prior to submitting each request for progress payment, secure the. Engineer's
approval of ;thelcurrentstatus of the Project Record Documents.
d C. Prior to submittingg request for' -final payment, submit- the final Project Record
i` Documents'to the. ngineer and secure his approval.,
1.4 PRODUCT HANDLING
A. Maintain :the job.se't of Record Documents :completely. protected from deterioration
and .from loss! and. damage until completion .of the ..Work and transfer to the
Engineer.
B. In the event oft loss of recorded data, use means necessaryto again secure the
G # data to the Engineer's approval. .'
J PROJECT RECORD DOCUMENTS
01720.- 1

1.: Such means shall include., if necessary in, the opinion of the 'Engineer, :.
removal,.and replacement of concealing. materials....
2. In such: -ease, provide replacements to the. standards originally required by
the Contract Documents..-
,. PART 2 - PRODUCTS
2.1 JOB SET DOCUMENTS
. A. Promptly following: receipt of the: Owner's Notice 'to : Proceed, secure from the
Engineer, at' no o tra ctor• cha"rge t the Con
II + t One complete -set of. all Documents comprising the Contract.
PART 3 =-EXECUTION :.
:
'3.1 .MAINTENANCE .OF JOB :SET
;- A. Immediately upon receipt of thejob set described in Paragraph 2.1-A.above, identify
. each of the Documents with the title, "RECORD DOCUMENTS - JOB SET". j
B. Preservation:
1. Cons'ide jingg the;Contract completion time, the probable number of occasions
.... upon,: which., the ..job. set .must be. taken .out. for -.new entries and . for
examination, and, the conditions .under which these activities will.- be
I; } performed, devise,a suitable method:for..protecting the .job.set-to the approval
of the Engineer,.
2: Do -:not use the job set for any purpose except entryof new data and for
review by;:the. Engineer.
3. :. Maintain the job .set at the site: of Work; as, that. site is designated ' by the.:
Engineer. .
C. Making entries on Job .Set Drawings:
1: Use erasable colored pencil,:preferably red (not -ink or indelible: pencil) to
delineate changes,
2. Show by station number location of all fittings, -manholes, valves, Wye
locations, -etc:
3: Reference all fittings and valves to:two above -ground items reasonably safe
from 'beih g relocated and indicate such references:on the drawings.
4. Show location of electrical conduit, pull boxes, -etc.
I,.-- D.. Submittal:
i- 1. Submit' marked-up'.:set of:drawings-W the Engineer.
.. y rY ...q. . .
2.n. Make anecessa additions as:re uired.Y the En gb sneer.,
I END OF SECTION
PROJECT RECORD DOCUMENTS
01720 ._ .2

i
i
i SECTION 02215 :.
HYDRAULIC. DREDGING
PART'1 GENERAL !; '
1.1 .... DESCRIPTION!' :.
A. Work included: All labor, materials and: equipment necessary to hydraulicallydredge
and'dewater accumulated sediment annually from the existing nayationaa channel.
I located on the west side of Lake Lure — Rocky Broad River Dredging. All dredged
materials will become the property 'of the contractor and.removed from Lake. Lure's
'
property. The. dredging work -will consist of removing the soft accumulated -sediment
from within the 'areas designated by the owner down to the hard original.lake bottom
t_ .: ' or to the .maximum water.depth specified below the, normal lake level of 990 (M. SL).
The:, hydraulically dredged sediment wil(be pumped via HDPE dredge pipe to the
designated' dewatering site .located on Happy Hollow Lane off, of Boys Camp .Rd.'
' � B. A mutually agreed upon amount of dewatered sediment shall be stockpiled onsito
and'will be removed:by the contractor"at such time the contractor is able to dispose.
i, ..
-of same in a timely manner. The: Happy -Hollow spoils site will be the primary
operation site.for dredging; dewatering,. separating and washing, sediment.., The
' - contractor will be responsible for up -keep and. maintenance of the Happy: Hollow
lane, spoils locatio i f
C. Contractor shall ..
! - provide, install and maintain all�temporary_erosion control -features,
-including straw bale :ditchchec ,ks, silt fences, etc..... '
7. D: This work includes operation and maintenance.of the sediment dewatering system:
andfeturn water pipeline in a safe and—sanitaryand-8anitary condition-meetin all return water
effluent requirements as -specified by DWQNR permit; providing- hydraulic. or
mechanical .dredging equipment and experienced personnel capable of meeting the
operating requirements of the project, and maintaining safe: and satisfactory
..
conditions -to the. adjacent environment and public installing; maintaining and
` removing all discharge piping in a safe condition and workmanlike manner; cleaning
up and re -vegetating: all disturbed areas involved in the hydraulic dredging
operation. ..
f
E'. Contractor shall be responsible for submitting a-Dredging'Operation Plan listing
sequence of :dredging operation; pipe influent ;location, 'proposed operation of
1L J;
sediment retention )cells and water control -structure to meet effluent requirements;
i mobilization.andd4,nobilizationsequence and schedule;.office`and material: storage
Iodation; and: all other: items as listed: in these Specifications._ The plan: shall be
�? .devised to meet -the Water Quality requirements listed in this. Section.
F. Contractor shall submit a copy: of this Plan within thirty (30): days of the Award of this
HYDRAULIC DREDGING:
�,' i 02215-1

-f
:Contract: and prig, to mobilization: Plan` shall be reviewed' by the: Owner for
, coordination of;work and co:m:meats regarding sequencing: After:incorporating
Owner's comments,) Contractor.will transmits copy to the Owner. Any,major deviation.
to the plan must . be submitted - by' -the Contractor' for the Owner's review prior to
a ; implementation', This plan `must be completed.pr-ior tothe first monthly pay estimate.
Failure to do so.may require the delay"of processing the pay request until properly .
completed.
1 2 QUALITY ASSURANCE
' A: Use: adequate ;numbers of skilled workmen who are thoroughly trained- and ,
experienced :in ,they necessary,.crafts,-°and who :arer completely: familiar -,with the
specified requirements and the methods needed for:proper performanceof the work
of this Section.
IA B.:Comply with requirements of govern mentalagencies; having jurisdiction.,-
-C. The: 'Owner-will,,make such tests as are deemed advisable." The=Contractor:shall
w rk so as to ermit a -reasonable "time for'testin : before c:ontinuin
�. sche _ule is . -o
- p g -...g
work. The cost of: the initial tests shall be paid for by the Owner. Subsequent tests
required as a-resul f of :improper -work shalt be paid -for by the Contractor.
1.3 PRODUCT HANDLING
I :A..Comp ly with' pertinent provisions of Section 01640.
- PART 2 = PRODUCTS
2.1 -HYDRAULIC DREDGIN.G.:EQUIPMENT _.
- A. The dredge shall be of a -size sufficient to meet the requirements of.the work and.
-, shall be kept in: efficient working condition.at all times. The equipment shall'.be'
E. capable of transporting the hydraulically: -dredged material -by "pipeline to: final .
I'Jposition in the desi i nated. de 6terin site location with orwithout the use of.a pump
station: The:Bid must be based on providin e ui ment capable of meetin this
i g. q .p p g
requirement. Should the Contractor -desire to use equipment other than, that
I! specified he shall submit all pertinentdata including dredge equipment and pump
station operating parameters with his -Bid for -review -by the Owner. The Owner
reserves -the right:to accept' or reject'the use :of alternative equipment. as the Owner
deems most beneficial to the :overall project.' No additional compensation shall be
f considered if -alternative equipment. is :allowed
.. B: The dredge must b-e capable of pumping from. 2,500 to, 3,500 gallons .per minute' of
water sediment slurry.. at a velocity_ of._approximately 10 -to 15 feet per :second
U -
-HYDRAULIC DREDGING
..: p
i', G _ 2215_.2

i
through the transport pipeline.
C.
The distance: from :the dredge/barge Jo the sediment: dewatering site .varies
approximately from 1,000'to 2,500
ii D.
If effluent requirements stated on the :DWQNR :permit cannot be' met within the
design inflow ranI.ge) the Contractor shall be responsible for altering his equipment.or
operating plan to -provide. adequate treatment and retention: time in the dewatering
..
system.
i
}. E.
'Contractor shall .
submit''..dredge%barge and auxiliary booster pump station
specifications: and
operating parameters' for review by -Owner and approval. by the : ,
Owner prior to Mobilization.
- 2.2
OTHER EQUIRMENT:
A:
Contractor. shall provide all other equipment; auxiliary pumping'station(s),.operators,
_
labor; materials, fuel;. and incidentals: necessary to complete all mobilization; .
hydraulic dredging, and demobilization to complete this project.
B.
Contractor shall submit
all other equipment specifications'and operating parameters
'
for review and ..approval
by the Owner prior. to Mobilization.
PART 3 = EXECUTION
.'
r ..3.1 SCOPE.
A..AII
work in this:Section
as" shown bn the drawings' which includes 'any. land
disturbance resulti
g from the overland placementof the return water pipeline' must
.
be in: place and;approved
by the Engineer prior to beginning any other work on this
.'
project. Since the
pipeline -shall. be :laid .overland,. minimal - to no..disturbance, is
anticipated.
;.
of
.-B.
The -,Work shall consist
of constructing- temporary erosion control measures as
.I
shown on the drawings
through the -use of silffilter fence, mulches, grasses and other
....
erosion control 'devices. or methods:..
C.
-.Any temporary erosion control methods ordered ,by the Lake Operations Director: or
.
t
designee shall be --coordinated
with the permanent erosion control features specified
elsewhere in the contract
to the extent practical to assure economical, effective and
4 :
_ continuous erosion.
control: throughout theconstruction and post -construction period: ' .. .
F}
D.
All erosion control
I eaaures-must be approved by the Town,of Lake Lure's Erosion:
Control Officer.,
j
:.
!
HYDRAULIC DREDGING:
J
_ 022154

1 .
3.2 :ENVIRONMEN;TAL PROTECTION
-A. The Contractorshall prevent, abate, and control alLenvironmental pollution arising from.
construction activities by complying .with all: applicable. Federal,. State -and local laws
and regulations concerning environmental;pollution:control and abatement, as well
as the specified requirements in this Contract Compliance with this: requirement by.
subcontractors will be the, responsibility of.the Contractor:
B.'' Prevention of Water Pollution
1..Construction and Operating Permits. The :Owner has applied for and i
received ;the following construction !and'.o , eratinpermits: ..
1 GP=30
11..:W,astewater Effluent bischarg'e Permit..
4 J All requirements; General and Special Conditions shall be. incorporated
as part of:these Contract Documents and shall take.precedence over.
any .less stdngent:or:restrictive specification or requirement.
2. During, .coristruction the.. Contractor shall :comply. with ,applicable. Federal,
state and local- laws and: regulations concerning the control and abatement of
�'� water pollution
3. The Contractor's construction activities shall be performed kiy methods that
will prevent. entrance or accidental spillage. of. solid matter, contaminants,
debris and.:other objectionable pollutants and wastes -into streams, flowing or
1 .
d watercourses, lakes,'' ponds and :under round water sources.'' The
Contractor shall, dispose of all pollutants such 'as petroleum .products, .
rubbish, cement, co.ncrete,.etc., by hauling, the material away ;in tanks or
1. .
barrels. or by burial 'in an approved landfill. Contractor shall submit. a Spill
Prevention Countermeasure and Control: Plan (SPCC) prior to the Start of
Construction.
C. Abatement -of Air Pollution
1. -The Contractor shall comply with applicable Federal State � . and local .laws
and regulation concerning the prevention and' control of: air pollution:
2. Construction activities shall be performed in such a mariner that air pollution is
-held-.to,.a'minimum: .
h 3. Burning of materials; trees and brush,-, combustible, construction materials, and
rubbish will b�e permitted only after Contractor's burning. program:is approved by
the .Owner, and when ::atmospheric conditions for; burning_ are considered
Lj favorable by appropriate State or local .air pollution or fire authorities.' Where
HYDRAULIC DREDGING
02215-4

open burning is permitted, the burn : piles shall be properly constructed :to
minimize smoke and in: no case shall unapproved :materials,. -such. as -tires, j
plastics, rubber products; asphalt products or other materials that create heavy'
' black smoke {or nuisance odors be burned.
4.' Odor control is an important concern of adjacent residential. homeowners. The
Contract all be responsible for constructing the dewatering facilityin such a
manner that potential malodors are reduced or eliminated: If malodors become
aLil n operational :problem: and if the Owner. determines that the Contractor is
complying with all known operating procedures to reduce malodors the.Owner
will -initiate a"' Strategy for the Abatement of Malodors" All costs for time, material
and equipment associated "with- the implementation. of this strategy shall be
agreed: upon �Ipy:the Owner and Contractor prior to commencing the work.
p: 'Environmental Liti ation .1
Na time lost due to:work stoppage -because of.failure-of Contractor to comply
' e requirements maybe the subject of a claim for extension.of time, orfor
with thes
costs :or ,damages, unless it it, later determined that the Contractor, was in .
compliance.
2: If construction under these specifications .is :suspended: delayed or interrupted
through no faultof the Contractor by an order of a court of competent jurisdiction
( pursuarifto environmental litigation', such suspension, delay or interruption will
„ be considered to be an unreasonable suspension, delay or interruption pursuant
to the provis ons of the General, Conditions
- 3 NOISE ABATEMENT
3.
�.. ..
A. All. dredging equipment.,shall. have a properly designed and,installed,hospifal grade
_critical silenced'typle muffler
1 B. Contractor shall b.e : responsible for: compliance with all regulatory noise
.requirements with � n o additional compensation to the: base" bid:
.3:4 MOBILIZATION
F A. .:The mobilization; staging and temporary storage area will bereserved throughout -
the entire construction project for use by -the Contractor. Mobilization shall include .
all: necessary to set up all equipment, piping:and support activities to begin the
hydraulic dredging work
B. As an incidental part .of mobilization the contractor shall.:respect. and adhere to all
security measures° in effect -at :the. site.
C. Contractor's .activities. at mobilization site shall be coordinated with'the Town of Lake
Lure...
r l YDRAULIC DREDGING:' - 02 1 . .: 2.15-5

1
3.5 DEMOBILIZATION
1', - .
A: 'At the •completion ,of all hydraulic dredging work for the season thecontractor
shall,.remove, all temporary components•, piping, :dredge, support equipment, and
I� miscellaneous material from the navigational areas of the lake and placed: into an
agreed upon area:. _
B. IVo equipment, or materials, temporary facilities shall remain on the Owner's,
property. upon completion, of demobilization. unless -approved. by the •Owner. Failure to =
remove such items will result in the Owner withholding final contract payment,until
I'J items are appropriately removed
p
C. The entire site shall be restored fo re mobilization Conditions to: the Owner's
r satisfaction....
:.:
D. The contractors:may leave equipment on the lake year-round. However, if. the
�.
contractor' chooses to demobilize equipment .from the lake, :the contractor is
responsiblefor.having equipment remobilized. within sevendays of Verbal:notification . _.
from the owner and at no cost to the Owner.; Cost associated with mobilization and
demobilization of equipment will be' the responsibility of the contractor.
3.6 UNDERGROUND OBSTACLES
A. Pipelines and other.'existing.underground, installations and structures in the;vicinity
of thework'areshown on the maps:according to the best, information. available:to
the Owner. The°-Contractorshall make every effort'to locate all :underground
I pipelines, conduits, cables and -structures by: contacting;:owners of underground
= installations: and. by -prospecting. in advance..of trench excavation... The repair.of
existing-installationrys_ cut ;by the Contractor shall -be scheduled so as to cause the
least possible: inconvenience-to:th-e public and to the Owner: Any delay or extra cost '
to ahe Contractor caused; by pipelines, conduits; cables or other underground
structures or. obsf uctions�'shall not constitute a .claim for extra -work; additional
= payment, or;damages...: =
B. Trees and brush that are snagged in the lake with inthe"dredge area -and abovathe
water line shall: be moved; and. placed on -or along .the shore -to be -removed: by
Owner..
_J G It is the: Contractor's responsibility to coordinate all, work :with the:.local utility
suppliers for Lake Lure, North: Carolina. '
3.7 HYDRAULIC DREDGING ;
...A Material .excavated by hydraulic dredging shall..be transported by pipeline to the
I P
1
'HYDRAUOL[ .'DREDGING .
:.

g .. .
I
dewatering area. All pipelines shall: be kept in good condition fat all times, and- any
leaks or breaks along their :length -shall be- promptly and properly repaired, If
�U .: auxiliary booster pump stations are required, they shall: be. barge -mounted and-
..
anchored at locations acceptable to the Owner.
i B. The de -watered' dredged soil shall be stockpiled within the designated dewatering:
::area in a.reason`ably uniform manner so as -to -permit access for.frequent:rem oval by
the contractor.
C..The Contractor. shalt niake all repairs, strengthening, extensions and modifications
to such facilities as are necessary for confining the excavated material and for i
controlling dewaterinq. site effluent until :acceptance of all work under the contract as .
specified herein: The Contractor shall also be responsible for the:maintenance and:
stability of all equipment and pipeline used by him in completion of the contract: The
Contractor shall restore all easements, .roads,, and areas..he disturbs through his.
' operations -to-a :satisfactory condition as approved by the Owner:at no additional
:cost to .the Owner:
D. The Contractor shall:coordinate with the Owner an appropriate location forworker's
development, maintenance, security, and. clean-up of this arkin /moorin
{ vehicle pa
area and dred a/bare access dock. All costs.associated with the
p Y, p g g -:
area shall be considered incidental toahe-mobilization work:
3.8 1SEDIMENT DEWATERING
A. The Contractor shall visit the site and verify the existing conditions and develop his
� l . dewatering plan for',the-:designated site'based on.dredging, requirements: -
B: The designated dewatering site_ located: on Happy Hollow Lane shall be 'used for
{ settingu and '•o eratin an: onsite dewatering system that is capable of; ra idl :
p p,. g g Y p p Y
dewatering the sediment and water slurrypumped via hydraulic dredging and most
be capable.of.meeting North.Carolina. DWQNR-,water quality requirements for the
effluent discharge. ISpecifications will -be on the permit."-. This. permit will be provided
to the selected contractor: prior to, any dredging.
{ •
C. The return water pipeline must- be securely anchored to the lake bottom with earth
anchors and blocks to .avoid impacts to boat_traffic.. A minimum • of. a four (4) .ft:
,i -water depth shall, be provided above the pipeline,for safe boat access.
D. Informational :sign a`ge shall be placed accordingly at the -discharge point,: the boat
J' and launch area
3.9 -. OVER DEPTH DREDGING
' A. If a Contractor chooses for his.own convenience: or hydraulic efficiency to dredge to
I' a depth deeper thain indicated, he may do so but with no additional compensation
HYDRAULIC DREDGING
{ 02215 7
i

nJ
from the -Owner. a ' Arb - s of:proposed over depth dredging shall be approved by -the
Owner in writing prior to completion of any actual Work.-
-OF 3.1 O'� DAILY LOG OPERATION
A he,: Contractor �sh 1:maintain:
al doily !6gr and/or diary Of all,.hydraulic dredging T :
opercitions.;'inbluding, but not limited -to -the following. -
I volume, pumped
2. Area dredge
:3:. Depth - of dre( ging
L�
4. Cha
racter of material dredged
5:. Hours -of Work: and - down time
.6:. Nurhbor of shiftsvorked, number of employees; number and type of 'eitlulipmen't -
7. Weather 66 ition;
8--. Unusual conditions
9., .:Daily Woter.Levels
'13. Contractor shall the log 'a'* ailabl& at -all times .for:revie'w by Owiner.,Cointractor
v shall furnish a 6 y1of the entire I ­ :at"thie-eind of the projectAt'the Owner's option
op Qg_
maybe re I que . s e 6a ---- -- M'nthly Payment Thent R6qu6sts.
a copy of the Logt d "t... accompany o ay
3.11_�.ILAKELURE WATER LEVELS. -
pool elevation is "990 feet MSL":',Water; levels are recorded and,
A The normal
managed by the hydro electric supervisor:
an -dredging operations in
B. Daily'water,le'vols must be' measured d recorded during 9
order to insure that the proposed-•d reddi ng d6pt:hs are -reached in areas where water
depths :are specified. These water depths;pr.6vide-the basisJor setting cutterhead
dbpth'and as=builtelev8tio.ng.'.
C.''This information is: made available f6rthe Contractors information only.; The Owner
does: not assume any responsibility for1he Contractors, interpretation- of the data.
END OF SECTION­
n I d
HYDRAULIC DREDGING,:'
-8 0221.5

T10IN 4 - ADDITIONAL INFORMATION
Morse Park .Dewatering Facility Plans
Overall; Dredging Plan

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LOCATION MAP
NOT TO SCALE
EDG OS A
FO
TOWNI 0,�F
BROWN CONSULTANTS, PA
554E RNerslde Ddve
Asheville, NO 28801
Phone: [phone]
Fax:.[phone]
SOIL EROSION AND SEDIMENT CONTROL
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IMPROVEMENTS
SHEET. 11 DEX
BROWN CONSUL �NTS,' PA
554B Riverside rive
Asheville, NO 1 801
Phone,-. 828.350683
Fax. [phone]
)ESCRIPTION 11 SHEET
$kKE- LURE.
- - -
ARED FOR:
of Lake Lure
Box .255-
Lure - North Carolina Z8746
828.625-9983
Ids: Chris -Braund,' Town Manager
Dean Givens, Director of Lake Operations
cover 11
ExIsting Site Plan 2
Proposed Grading & Erosion Control Plan 3
Sections & Details i 4
Erosion Control Details I 5
.4
-------------------
REVISION AN16
ISSUE 0,
ISSUE 140.
HEET NO.
'DE )PRIPTION:
DATE
3
ADDITIONAL DR br.E LUNE
$/30/09'
2
2
.4
ALT.:•FILTER Al IHORING SYiWEIVI
3/30/09.-
41
PROJECT DESCRIPTION' -
11 -11 — --. nF lhf.- —t-4. wG fn �rm—nn and
p
r
Dredge Disposal I iprovements:,
for
Town of Lai a Lure
Rutherford Coi ity, NC
INFORMATION BLOCK:
REF,
nR
CARPt.,
%
SEAL
T.
w
DATEj. MARCH 5, 2009
W
BROWN: PA
554B Riverside Drtva .
N.C. ONE -CALL CENTER rri Ashevl le, NO 28801
a THEE LAVA' Phone- '828'350.7683
Fax: [phone]
Pmject No. '08099 Date' Februa 2009 Sheet I of 5

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SURVEYOR'S DATA:
NOTES:
1. LOCALIZED COORDINATE SYSTEM BASED ON NCGS RTK NETWORK USING
WOLS TP #1 AS THE LOCALIZATION POINT AND WCLS TP #3 AS THE
AZIMUTH MARK.' COMBINED FACTOR FOR THE PROJECT IS 0.9998351.
ELEVATION DATUM BASED ON WCLS TP #1.
.2. ALL HORIZONTAL COORDINATES ARE BASED ON NAD 83 (2007) AND ALL
ELEVATIONS ARE BASEDON NAVD 88. - !
3. SUBJEOTTO UNDERGROUND UTILITIES. i

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FILTRATION STRUCTURE LAYOUT DETAIL
SCAL&1FYv 1•!I`
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5540 RIVERSIDE DRIVE
ASHEVILLE NC 28801
PHONE!- 828.350.7fi83
FAX: 828.9S0.7684
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