HomeMy WebLinkAboutBIG STUMP DOG TREE INC -ON-CALL TREE REMOVAL AND TREE PRUNING SERVIC ES� 5. ; .h';� .' "j:
�ras�s^A
Augusta, GA Engineering Department
INSTRUCTIONS TO
BIDDERS
ON -CALL TREE REMOVAL &
TREE PRUNING SERVICES
PROJECT NUMBER: N/A
ON-CALL TREE REMOVAL AND TREE PRUNING SERVICES
Bid Item # 11-137A
TABLE OF CONTENTS
Instruction to Bidders 1B1
Georgia Prompt Pay Act PPA
Special Conditions SC1
Additional Provisions API
Addendum(s)
Agreement Al
Contractor's Statements:
> Attachment B
• Contractor's Statement of Non-Discrimination
• Non-collusion of Prime Bidder/Offeror
• Conflict of Interest Statement
• Contractor's Affidavit and Agreement Statement
> Subcontractor's Affidavit and Non-Collusion Affidavit
> Exception Sheet
> SAVE/E-Verification
General Conditions GC1
Fee Proposal P1
Technical Specifications
> GDOT Special Provisions -Traffic Control TC1
> Water System Project - Measurements & Payments... P1
> Water Distribution System (Section 14A) 14A1
> Water Quality Monitoring P1
CITY OF AUGUSTA, GEORGIA
OFFICE OF THE PROCUREMENT DIRECTOR
530 GREENE STREET SUITE 605
AUGUSTA, GEORGIA 30901
(706) 821 -2422
www.augustaga:gov
DATE: October 21, 2011 RFP NO. 11 -137A
SUBJECT: Information Regarding the Consent Order and Judgment Approving Settlement and
Modifying Injunction
Please be advised that Augusta, Georgia is under a consent order and judgment approving settlement and
modifying injunction. The below excerpt is from the Consent Order dated July 21, 2011 as stated by:
The Honorable B. Avant Edentleid, Judge, United States District Judge, Southern District of
Georgia
Consent Order and Judgment Aoerovina Settlement and Modifvina Iniunctiort
It appearing to the Court that the parties Plaintiff Thompson Building Wrecking Company, Inc. and
Defendant Augusta, Georgia have reached a settlement of the remaining issues pending in this
Court, the same is hereby approved. Pursuant to such settlement, and for good cause shown, the
preliminary injunction entered by this Court on March 14, 2007, made permanent by the Court on
November 13, 2007, shall be and is hereby vacated, and replaced with the following injunction:
Augusta, Georgia is hereby ENJOINED from evaluating or awarding bids or other contracts on the
basis of the bidder's status as a Disadvantaged Business Enterprises ( "DBE ") or Minority Business
Enterprises ("MBE ") (or any other entity that qualifies as a DBE or MBE based on the racial
composition of its ownership).
This prohibition does not apply to DBE or MBE requirements imposed by state or federal laws,
regulations, agencies, or grant agreements.
This prohibition also does not bar Augusta from enacting a prospective, narrowly tailored DBE or
MBE program or policy as permitted under rulings of the United States Supreme Court.
Augusta shall be free to conduct such studies as may be necessary to support a future DBE or MBE
program or policy that complies with the above exceptions. Before Augusta may enact such a
program or policy it must notify electronically or by U.S. mail all businesses on the then-current
vendor list and constructively notify the public via a reasonably visible hyperlink on its homepage
entitled "Proposed Legislation Enacting Disadvantaged Business Enterprise or Minority Business
Enterprise Program." On this vendor list, Augusta must maintain the contact information provided by
any businesses or individuals who have expressed an interest in contracting with Augusta, by
registering their business information with the Department of Procurement, for 36- months. The
notice on Augusta's website must include the text of its intended legislation and the related Disparity
Study. Before Augusta may enact such a program or policy it must also provide the public an
opportunity to be heard at an open meeting of the Augusta - Richmond County Commission, to take
place no sooner than thirty days after the vendor list notification has taken place. Augusta may rely
upon the contact information that interested parties supplied the city when they registered with the
Department of Procurement in providing electronic or mailed notice.
Augusta shall, within 3 days of the date of this Order, post a copy of this Order, and the Court's
March 14, 2007 Order, in portable document format ('PDF") an Augusta's homepage via a
reasonably visible hyperlink entitled "Court Order Enjoining Local DBE Program."
RFP 11 -13Th Tree Removal and Tree Pruning Services
Page 2 of 30
This injunction is binding upon Augusta's officers, agents, servants, employees, and attorneys, and
upon those persons in active concert or participation with it who receive actual notice of this
injunction by personal service or otherwise. See Fed. R. Civ. P. 65f4. This 21 day of July, 2011
You may review both orders at www.auqustaaa.gov homepage or click on departments go to the
Procurement Department; go to Quick Link; click on hyperlink entitled "Court Order Enjoining Local DBE
Program "; click on either Court Order Entointact Local DBE Proaram (7/21/20111 or Court Order
Establish Local DBE Proaram (20071.
In addition, this letter extends to your Firm an invitation to submit a BId /RFP /RFQ to supply the City of
Augusta with equipment, supplies, and/or services as indicated above. Instructions for preparation and
submission of a Bid/RFP/RFQ are contained in the attached packet. Any changes to the conditions and
specifications must be in the form of a written addendum to be valid; therefore, the City will issue a written
addendum to document all approved changes.
Doing business with Augusta has become easier! The ARCBid link, which Is located on the Procurement
Department's website at www.auaustaoa.aov, enables you to view current and past public bid information
online. Should you have any questions concerning the bid documents, or need additional information, you
may contact a member of the Bid and Contract Team directly la 706 821 -2422. A request for bid documents
must be faxed to 706 821 -2811 or entailed to Drpcbidandcontractcauaustaaa .00v.
Your continued interest in doing business with us is appreciated.
Sincerely yours,
0 1•1 SON'
Geri A. Sams
Procurement Director
Scan this OR code with your
smartphone or camera equipped
tablet to visit the Augusta, Georgia
Procurement Department website.
Rev. 08/2/2011
RFP 11 -137A Tree Removal and Tree Pruning Services
Page 3 of 30
IB -01 GENERAL
SECTION IB
INSTRUCTION TO BIDDERS
All proposals must be presented in a sealed envelope, addressed to
the Owner. The proposal must be filed with the Owner on or before the time stated
in the invitation for bids. Mailed proposals will be treated in every respect as
though filed in person and will be subject to the same requirements.
Proposals received subsequent to the time stated will be returned
unopened. Prior to the time stated any proposal may be withdrawn at the
discretion of the bidder, but no proposal may be withdrawn for a period of sixty
(60) days after bids have been opened, pending the execution of contract with the
successful bidder.
IB - 02 EXAMINATION OF WORK
Each bidder shall, by careful examination, satisfy himself as to the
nature and location of the work, the conformation of the ground, the character,
quality and quantity of the facilities needed preliminary to and during the
prosecution of the work, the general and local conditions, and all other matters
which can in any way affect the work or the cost thereof under the contract. No oral
agreement or conversation with any officer, agent, or employee of the Owner, either
before or after the execution of the contract, shall affect or modify any of the terms
or obligations therein.
IB - 03 ADDENDA AND INTERPRETATIONS
No interpretation of the meaning of plans, specifications or other
prebid documents will be made to any bidder orally. Every request for such
interpretation should be in writing addressed to the Purchasing Department, 530
Greene Street, Augusta, Georgia, 30911 and to be given consideration must be
received at least ten working days prior to the date fixed for the opening of bids.
Any and all such interpretations and any supplemental instructions will be in the
form of written addenda to the specifications which, if issued, will be sent to the
Augusta- Richmond County Purchasing Director at least five working prior to
the date fixed for the opening of bids. The Purchasing Director shall send by
certified mail with return receipt requested to all prospective bidders (at the
respective addresses furnished for such purposes), not later than three working
days prior to the date fixed for the opening of bids. Failure of any bidder to receive
any such addendum or interpretation shall not relieve such bidder from any
obligation under his bid as submitted. All addenda so issued shall become part of
the Contract Documents.
IB -1
AED /TE - On-Call Tree Removal &
Tree Prunning Services - 11 -137A
IB -04 PREPARATION OF BIDS
' Bids shall be submitted on the forms provided and must be signed by
the bidder or his authorized representative. Any corrections to entries made on bid
forms should be initialed by the person signing the bid.
Bidders must uote on all items appearing on the bid forms, unless
q pp g
specific directions in the advertisement, on the bid form, or in the special
specifications allow for partial bids. Failure to quote on all items may disqualify the
bid. When quotations on all items are not required, bidders shall insert the words
"no bid" where appropriate.
Alternative bids will not be considered unless specifically called for.
r Telegraphic bids will not be considered. Modifications to bids already
submitted will be allowed if submitted by telegraph prior to the time fixed in the
' Invitation for Bids. Modifications shall be submitted as such, and shall not reveal
the total amount of either the original or revised bids.
I Bids by wholly owned proprietorships or partnerships will be signed
by all owners. Bids of corporations will be signed by an officer of the firm and his
signature attested by the secretary thereof who will affix the corporate seal to the
I proposal.
NOTE: A 10% Bid Bond is required in all cases.
I IB -05 BASIS OF AWARD
' The bids will be compared on the basis of unit prices, as extended,
which will include and cover the furnishing of all material and the performance of
all labor requisite or proper, and completing of all the work called for under the
accompanying contract, and in the manner set forth and described in the
specifications.
' Where estimated, quantities are included in certain items of the
proposal, they are for the purpose of comparing bids. While they are believed to be
close approximations, they are not guaranteed. It is the responsibility of the
Contractor to check all items of construction. In case of error in extension of prices
in a proposal, unit bid prices shall govern.
IB - 06 BIDDER'S QUALIFICATIONS
' No proposal will be received from any bidder unless he can present
satisfactory evidence that he is skilled in work of a similar nature to that covered by
the contract and has sufficient assets to meet all obligations to be incurred in
carrying out the work. He shall submit with his proposal, sealed in a separate
IB -2
' AED /TE - On -Call Tree Removal &
Tree Prunning Services - 11 -137A
envelope, a FINANCIAL EXPERIENCE AND EQUIPMENT STATEMENT, giving reliable
information as to working capital available, plant equipment, and his experience and
general qualifications. The owner may make such investigations as are deemed
necessary to determine the ability of the bidder to perform the work and the bidder
shall furnish to him all such additional information and data for this purpose as may
be requested. The Owner reserves the right to reject any bid if the evidence
submitted by the bidder or investigation of him fails to satisfy the Owner that such
bidder is properly qualified to carry out the obligations of the contract and to
complete the work contemplated therein. Part of the evidence required above shall
consist of a list of the names and addresses of not less than five (5) firms or
corporations for which the bidder has done similar work.
IB -07 PERFORMANCE BOND
At the time of entering into the contract, the Contractor shall give
bond to the owner for the use of the owner and all persons doing work or furnishing
skill, tools, machinery or materials under or for the purpose of such contract,
conditional for the payment as they become due, of all just claims for such work,
tools, machinery, skill and terms, for saving the owner harmless from all cost and
charges that may accrue on account of the owner performing the work specified,
and for compliance with the laws pertaining thereto. Said bond shall be for the
amount of the contract satisfactory to the owner and authorized by law to do
business in the State of Georgia.
Attorneys -in -fact who sign bonds must file with each copy thereof, a
certified and effectively dated copy of the power of attorney.
IB -08 REJECTION OF BIDS
These proposals are asked for in good faith, and awards will be made
as soon as practicable, provided satisfactory bids are received. The right is
reserved, however to waive any informalities in bidding, to reject any and all
proposals, or to accept a bid other than the lowest submitted if such action is
deemed to be in the best interest of the Owner.
IB -3
AED /TE - On -Call Tree Removal &
Tree Prunning Services - 11 -137A
,:5:..;;xA - .
GEORGIA PROMPT PAY ACT
This Agreement is intended by the Parties to, and does, supersede any and all provisions of
the Georgia Prompt Pay Act, O.C.G.A. Section 13 -11 -1, et seq. In the event any provision of
this Agreement is inconsistent with any provision of the Prompt Pay Act, the provision of
this Agreement shall control.
All claims, disputes and other matters in question between the Owner and the Contractor
arising out of or relating to the Agreement, or the breach thereof, shall be decided in the
Superior Court of Richmond County, Georgia. The Contractor, by executing this Agreement,
specifically consents to venue in Richmond County and waives any right to contest the
venue in the Superior Court of Richmond County, Georgia.
Notwithstanding any provision of the law to the contrary, the parties agree that no interest
shall be due Contractor on any sum held as retainage pursuant to this Agreement and
Contractor specifically waives any claim to same.
NOTICE
All references in this document, which includes all papers, writings, drawings, plans or
photographs to be used in connection with this document, to "Richmond County Board of
Commissioners" shall be deemed to mean "Augusta Richmond County Commission - Council
and all references to "Chairman" shall be deemed to mean "Mayor ".
DISPOSALS
Prior to any material from this project being wasted or otherwise disposed of outside the
project limits the Contractor shall furnish the Engineer a copy of written permission, signed
by the property owner (or his authorized agent) describing the estimated amount and type
of material to be placed on said property. If any portland cement concrete, asphaltic
concrete, wood or other such materials are to be wasted on the property, a copy of the
owner's inert landfill permit, issued by the Environmental Protection Division shall be
furnished to the Engineer prior to any such waste being removed from the project.
In all cases, regardless of the material being wasted, a grading permit issued by Augusta
Richmond County must be furnished to the Engineer.
PPA -1
AED /TE - ON -CALL TREE REMOVAL &
TREE PRUNING SERVICES - 11 -137A
f
t
t
ON -CALL TREE REMOVAL &
TREE PRUNING SERVICES
SPECIAL CONDITIONS
INDEX TO ARTICLES OF SPECIAL CONDITIONS
Section No. Page,
SC -01 SCOPE OF THE WORK 2
SC -02 BONDS 2
SC -03 PROTECTION OF THE ENVIRONMENT 2
SC -04 CITY ACCEPTANCE 2
SC -05 BASIS OF PAYMENT 2
SC -06 TREE REMOVAL 3
SC -07 TREE STUMP REMOVAL 3
SC -08 SAFETY STANDARDS 5
SC -09 PROTECTION OF PROPERTY 6
SC -10 WORK HOURS 6
SC -11 SALVAGE MATERIAL 7
SC -12 REFERENCED SPECIFICATIONS 7
SC -13 TRAFFIC CONTROL 7
SC -14 COMPLIANCE WITH LAWS, CODES, AND REGULATIONS, ETC. 7
SC -15 GEORGIA PROMPT PAY ACT 9
SC -16 DISPUTES 9
SC -17 INTEREST NOT EARNED ON RETAINAGE 9
SC -18 AFTER HOURS INSPECTION 9
SC -19 MASTERS GOLF TOURNAMENT 9
SPECIAL CONDITIONS
SC -01 SCOPE OF THE WORK
On call tree removal and pruning
SC -02 BONDS
The Contractor will include in the lump sum payment for Lump Sum
Construction the cost of his performance and payment bonds.
SC -03 PROTECTION OF THE ENVIRONMENT
The Contractor will carefully schedule his work so that a minimum amount of
exposed earth will be subject to erosion by rainfall or wind, and he will provide
means satisfactory to the Engineer to minimize the transportation of silt and
other deleterious material into the stream beds of water courses adjacent to the
project.
All chemicals used during project whether herbicide, pesticide, disinfectant,
polymer, reactant or of other classification, must show approval of either EPA or
USDA. Use of all such chemicals and disposal of residues shall be in conformance
with printed instructions.
SC -04 CITY ACCEPTANCE
Notwithstanding any other obligations of the Contractor, he shall complete the
work to the full satisfaction of the Augusta Engineering Department and the
Engineer. This provision shall not relieve the Contractor of his responsibilities
for guarantees.
SC -05 BASIS OF PAYMENT
As explained in the section "Instructions to Bidders," payment for all items of
construction will be made at the total of the actual number of units installed at
the unit prices stated in the Bid Schedule to the Proposal. The partial payments
described in the Agreement will be made based on the actual number of units of
work completed during the month and in -place at the unit prices stated in the
Bid Schedule.
SC -2
AED /TE - On -Call Tree Removal &
Tree Pruning Services - 11 -137A
SC -06 TREE REMOVAL
The Contractor shall remove the trees in accordance with all safety standards
and regulations listed herein and with the following minimum requirements:
1. The Contractor shall begin each job promptly; no longer than one
work day after it is dispatched by the County /City (unless otherwise
permitted by the Engineering Department).
2. Extreme care shall be taken to prevent limbs, branches, and trunks
from falling and creating damage to adjacent homes, driveways,
streets, sidewalks, landscaping and other property.
3. Branches that are larger than 6 inches in diameter at one end shall be
lowered to the ground through the use of ropes or other mechanical
devices. They shall not be dropped or allowed to fall.
4. Stumps shall not be left higher than 6 inches above ground level
(unless otherwise permitted by the Engineering Department)
5. The Contractor shall clean up all wood, sawdust and debris each day
before the work crew leaves a site, unless permission is given by the
Engineering Department to do otherwise. All lawn areas shall be
raked, all streets and sidewalks swept, and all brush, branches and
logs shall be removed from the site. In the case of dispute, Augusta -
Richmond County may remove the wood and debris and charge the
cost to the Contractor, as Augusta- Richmond County shall determine
to be just.
6. All unusable wood products removed under this contract shall be
disposed of at the Augusta- Richmond County Landfill (Environmental
Services).
7. The Contractor shall restore any damaged turf areas and repair any
other damage caused by the tree removal operation.
8. Once the Contractor commences work at a site, it shall be completed
in a timely manner; no more than two work days unless permission is
given by the Engineering Department to extend the completion time.
SC -07 TREE STUMP REMOVAL
The Contractor shall remove tree stumps in accordance with all safety standards
and regulations listed herein and with the following minimum requirements:
SC -3
AED /TE - On -Call Tree Removal &
Tree Pruning Services - 11-137A
1. The Contractor shall begin each job promptly; no longer than two
work days after it is dispatched by the Engineering Department.
2. Stumps and bracing roots shall be ground to at least 18 inches below
grade. Additionally, the Contractor shall remove root flares and
surface roots up to three feet from the stump to eliminate "humps" in
the lawn area adjacent to the stump. These roots shall be ground
down 4 inches below the ground line. The area then shall be restored
with topsoil to the level of the adjoining grade. Grade shall be defined
as the level of surrounding ground not lifted by tree roots.
3. Stumps to be removed shall be designated by the Engineering
Department.
4. Immediately after grinding (removal) of a tree stump and buttress
roots, the Contractor shall remove all stump grindings and associated
debris from the site. Grinding debris generated by work described in
this contract will be the responsibility of the Contractor. The
Contractor shall remove and dispose of all chips, sawdust and
associated debris unless otherwise directed by the Engineering
Department. Stumps, grindings and debris shall be placed away from
the curb and gutter, street, sidewalk and private property
immediately to eliminate hazards to the motoring public and
pedestrians and to eliminate damage to private property.
5. All areas where stumps have been removed and areas disturbed by
the removal operations shall be back filled to the level of adjoining
grade with pulverized topsoil the same day grindings are removed.
Otherwise, the site shall be properly barricaded overnight to ensure
the safety of the public. All holes must be filled with topsoil by the
second day. The Contractor must supply the topsoil. The topsoil shall
be properly leveled and compacted so as to ensure a minimum
amount of settlement of the backfill material. If there is more than a
one -day delay between the time of removal of grindings and refilling
with soil, the disturbed areas shall be barricaded off for public safety
and the Engineering Department notified. Stump grindings and debris
shall not be used as backfill material unless directed by the
Engineering Department.
6. The Contractor shall clean up all wood, sawdust and debris each day
before the work crew leaves a site, unless permission is given by the
Engineering Department to do otherwise. All lawn areas shall be
raked, all streets and sidewalks swept, and all wood debris shall be
removed from the site. In the case of dispute, Augusta- Richmond
County may remove the debris and charge the cost to the Contractor,
as Augusta- Richmond County shall determine to be just.
SC -4
AED /TE - On-Call Tree Removal &
Tree Pruning Services - 11 -137A
7. Once the Contractor commences work at a site, it shall be completed
in a timely manner; no more than two work days (unless otherwise
permitted by the Engineering Department).
SC -08 SAFETY STANDARDS
1. The Contractor shall, at all times, exercise adequate precautions for the
safety of all persons, including employees, in the performance of this
Contract. The Contractor shall abide by all City, State and Federal safety
regulations and guidelines.
2. Workers engaged in tree operations shall wear Head protection. It shall
comply with the provisions of ANSI Z89.1
3. Eye and face protection when required shall comply with applicable
provisions of ANSI 787.1.
4. Inadequate or improperly trained personnel, or employees in training, shall
not be utilized for work on stumps beyond such person's known capacity or
ability to perform properly or safely unless under the direct supervision of a
qualified operator.
5. The Contractor shall be solely responsible for pedestrian and vehicular safety
and control within the work site and shall provide the necessary warning
devices, barricades, and ground personnel needed to give safety, protection,
and warnings to persons and vehicular traffic within the area. Traffic
control, including signage, flaggers, etc. is the responsibility of the contractor
and shall conform to ANSI Z133.1 2006. 4.4 and all applicable federal, State,
and local regulations.
6. The Engineering Department may require additional safety precautions
where particular dangers can be anticipated. The Contractor shall comply
with all such requests. The Engineering Department may advise the
Contractor and the Safety Officer of any safety violations. It is the
Contractor's responsibility to make the necessary corrections. Failure to
correct safety violations shall be grounds for an order from Augusta -
Richmond County to cease further work and remove from the job site until
the condition is corrected. Time and wages lost due to such safety
shutdowns shall be at the sole cost of the Contractor and shall not relieve the
Contractor of the obligation to complete the work on time.
7. Any of the above actions by employees of Augusta- Richmond County shall in
no way relieve the Contractor of his /her responsibility to provide for the
safety of all persons, including his /her employees.
SC -5
AED /TE - On-Call Tree Removal &
Tree Pruning Services - 11-137A
8. Whenever electric or telephone lines, gas lines, water lines, or any other
improvements, public or private, may be jeopardized by any authorized tree
activity, the proper authorities of the utilities involved, or property owner
involved, shall be consulted prior to performing any work activity. All
requested reasonable precautions by any such authority or persons shall be
complied with. It is the Contractor's responsibility to determine the location
of public or private utilities or improvements.
9. All overhead and underground electrical conductors and all communication
wires and cables shall be considered to be energized with potentially fatal
voltages. Only a qualified line clearance tree trimmer or qualified line -
clearance tree trimmer trainee shall be assigned to the work if it is found that
an electrical hazard exists. A trainee shall be under the direct supervision of
a qualified line - clearance tree trimmer. All work shall conform at the
provisions and directives of the following portions of ANSI Z133.1 -2006: 5.1 -
General and 5.2 - Working in proximity to electrical hazards.
SC -09 PROTECTION OF PROPERTY
1. The Contractor shall protect from damage all utilities, improvements,
buildings, vehicles and all other property that is likely to become displaced or
damaged by the execution of the work under this Contract. Any special
equipment or devices needed to protect persons, property, landscaping or
utilities shall be the responsibility of the Contractor, and the costs of such
protection shall be included in the bid. The County /City will not pay any
additional costs for special protective actions, equipment or devices not
included in the Contract bid.
2. The Contractor shall notify all other affected governmental agencies and
utilities whenever underground work is done under the terms of this
Contract. The Contractor is required to obtain permission of the appropriate
public and private utilities and governmental agencies before performing
underground work pursuant to the terms of this Contract.
3. The Contractor is responsible for all property, utilities and pavement
damaged by his /her operations as shall be determined by the Engineering
Department administering this Contract. The Contractor shall be responsible
for the costs of repairing all damage to property, utilities and pavement
caused by his /her operations to the satisfaction of the property owner or the
governmental body having jurisdiction over the road or utility.
SC -10 WORK HOURS
Work for these services shall be scheduled Monday through Friday, between the
hours of 8:00 a.m. and 5:00 p.m. In instances of an emergency or work that
SC -6
AED /TE - On -Call Tree Removal &
Tree Pruning Services - 11 -137A
cannot be scheduled during regular business hours the Engineering Department
will direct the Contractor to perform work on evenings, weekends or holidays.
SC -11 SALVAGE MATERIAL
All existing installations to be removed, including but not limited to masonry and
concrete rubble, asphalt, pipe, etc. will be disposed of at an approved location by
the Contractor.
SC -12 REFERENCED SPECIFICATIONS
Where specifications or standards of trade organizations and other groups are
referenced in these specifications, they are made as much a part of these
specifications as if the entire standard or specification were reprinted herein.
The inclusion of the latest edition or revision of the referenced specification or
standard is intended.
SC -13 TRAFFIC CONTROL
Traffic control shall conform to the Manual on Uniform Traffic Control Devices
(MUTCD) of the Federal Highway Administration, latest edition. The Contractor
shall give prior written notification to and shall obtain the approval of the
Augusta Fire Department, Police Department, Emergency Medical Services, and
the Augusta Traffic Engineering Department of any street closures.
SC -14 COMPLIANCE WITH LAWS, CODES, AND REGULATIONS, ETC.
Supplementing the provision of the GENERAL CONDITIONS, the successful
bidder awarded this contract by signing the contract acknowledges the
following, however, this is not to be construed as all inclusive or being these
only:
1. Underground Gas Pipe Law:
The Contractor signing the contract acknowledges that he is fully aware of
the contents and requirements of "Georgia Laws 1969, Pages 50 and the
following, and any amendments and regulations pursuant thereto ", and the
Contractor shall comply therewith.
2. High Voltage Act:
The Contractor by signing the contract acknowledges that he is fully aware of
the contents and requirements of "Act No. 525, Georgia law 1960, and any
amendments thereto, and Rules and Regulations of the commissioner of
Labor pursuant thereto" (the preceding requirements within quotation
SC -7
AED /TE - On-Call Tree Removal &
Tree Pruning Services - 11-137A
marks being hereinafter referred to as the "high voltage act "), and the
Contractor shall comply therewith. The signing of Contract shall also confirm
on behalf of the Contractor that he:
A. has visited the premises and has taken into consideration the location of
all electrical power lines on and adjacent to all areas onto which the
contract documents require to permit the Contract either to work, to
store materials, or to stage operations, and
B. that the Contractor has obtained from the Owner of the aforesaid electric
power lines advice in writing as to the amount of voltage carried by the
aforesaid lines.
The Contractor agrees that he is the "person or persons responsible for the
work to be done" as referred to in the high voltage act and that accordingly
the Contractor is solely "responsible for the completion of the safety
measures which are required by Section 3 of the high voltage act before
proceeding with any work." The Contractor agrees that prior to the
completion of precautionary measures required by the high voltage act he
will neither bring nor permit the bringing of any equipment onto the site (or
onto any area or areas onto which the contract documents require or permit
the Contractor to work, to store materials, or to stage operations) with which
it is possible to come within eight feet of any high voltage line or lines
pursuant to operations arising out of performance of the Contract. The
foregoing provisions apply to power lines located (a) on the site and (b) on
any area or areas onto which the contract documents require or permit the
Contractor either to work, to store materials, or to stage operations, or (c)
within working distance for equipment or materials, being used on (a) and
(b) above. These provisions of the Contract do not limit or reduce the duty of
the Contractor otherwise owed to the Owner, to other parties, or to both.
The Contractor agrees that the foregoing provisions supplement provisions
of the General Conditions. The Contractor agrees and acknowledges that any
failure on his part to adhere to the high voltage act shall not only be a
violation of law but shall also be a breach of contract and specific violation of
the provisions of the General Conditions which pertains to safety
precautions.
3. Occupational Safety & Health Act:
The Contractor by signing the contract acknowledges that he is fully aware of
the provisions of the Williams- Steiger Occupational Safety and Health Act of
1970 and he shall comply therewith.
SC -8
AED /TE - On-Call Tree Removal &
Tree Pruning Services - 11-137A
SC -15 GEORGIA PROMPT PAY ACT
This Agreement is intended by the Parties to, and does, supersede any and all
provisions of the Georgia Prompt Pay Act, O.C.G.A. Section 13 -11 -1, et seq. In the
event any provision of this Agreement is inconsistent with any provision of the
Prompt Pay Act, the provision of this Agreement shall control.
SC -16 DISPUTES
All claims, disputes and other matters in question between the Owner and the
Contractor arising out of or relating to the Agreement, or the breach thereof,
shall be decided in the Superior Court of Richmond County, Georgia. The
Contractor, by executing this Agreement, specifically consents to venue in
Richmond County and waives any right to contest the venue in the Superior
Court of Richmond County, Georgia.
SC -17 INTEREST NOT EARNED ON RETAINAGE
Notwithstanding any provision of the law to the contrary, the parties agree that
no interest shall be due to the Contractor on any sum held as retainage pursuant
to this Agreement and Contractor specifically waives any claim to same.
SC -18 AFTER HOURS INSPECTION
If the Contractor opts to work before or after normal working hours, 8 a.m. to
5 p.m., Monday through Friday, or on Augusta, Georgia Legal Holidays, then the
Contractor must pay for the cost of inspection by the City of Augusta, Georgia
and follow all necessary procedures listed in "Section 15, Right -of -way
Encroachment Guidelines, Part E, Outside of Normal Working Hours," of the
Augusta, GA Planning Commission Development Documents dated September,
1999. If inspectors of Augusta, GA are needed to work outside normal business
hours, Augusta, GA Engineering Department needs to be notified 72 hours in
advance.
SC -19 MASTERS GOLF TOURNAMENT
Any work planned to be accomplished during or directly before the Masters Golf
Tournament must be submitted to and approved in writing by the Owner.
Consideration will be given only for contract time extensions as a result of delays
in accomplishing the work. No consideration will be given for claims for
damages.
SC -9
AED /TE - On -Call Tree Removal &
Tree Pruning Services - 11 -137A
74 ,
On -Call Tree Removal
Additional Provisions
SUSPENSION OF THE WORK. TERMINATION AND DELAY: To the extent that it does not alter
the scope of this agreement, Augusta, GA reserves the right of unilaterally ordering, without any
cause, a temporary stopping of the work, or delaying of the work to be performed by the
Contractor or Consultant under this agreement. Augusta, GA will not be held liable for
compensation to the Contractor / Consultant for an extension of contract time or increase in
contract price, or both, directly attributable to this action of Augusta, GA.
ESTIMATE OF QUANTITIES: The estimated quantities of work to be done and materials to
be furnished under this contract if shown in any of the documents including the bid are given only
for use in comparing bids and to indicate approximately the total amount of the contract and the
right is especially reserved except as herein otherwise specifically limited to increase or diminish
them as may be deemed reasonably necessary or desirable by Augusta, GA to complete the work
contemplated by this contract and such increase or diminution shall in no way vitiate this contract
nor shall any such increase or diminution give cause for claims or liability for damages.
DEFECTIVE PRICING: To the extent that the pricing provided by the contractor is erroneous and
defective, the parties may, by agreement, correct pricing errors to reflect the intent of the parties.
SPECIFIED EXCUSES FOR DELAY OR NON - PERFORMANCE: The contractor is not responsible for
delay in performance caused by acts of nature, strikes, lockouts, accidents, or other events beyond
the control of the contractor. In any such event, the contract price and schedule shall be equitably
adjusted.
CONTINGENT FEES: The contractor is prohibited from directly or indirectly advocating in
exchange for compensation that is contingent in any way upon the approval of this contract or the
passage, modification, or defeat of any legislative action on the part of the Augusta, Georgia
Commission the contractor shall not hire anyone to actively advocate in exchange for
compensation that is contingent in any way upon the passage, modification, or defeat of any
contract or any legislation that is to go before the Augusta, Georgia Commission.
SITE CONDITIONS: Site conditions differing from those indicated in the contract, or ordinarily
encountered, except that a differing site conditions clause need not be included in a contract:
(i) When the contract is negotiated,
(ii) When the contractor provides the site or design, or
(iii) When the parties have otherwise agreed with respect to the risk of differing
site conditions
CONTRACTUAL OBLIGATIONS; The contractor acknowledges that this contract and any changes
to it by amendment, modification, change order or other similar document may have required or
may require the legislative authorization of the Board of Commissioners and approval of the
AP1
AED /TE - On -Call Tree Removal
Mayor. Under Georgia law, the contractor is deemed to possess knowledge concerning Augusta,
Georgia's ability to assume contractual obligations and the consequences of the contractor
provision of goods or services to Augusta, Georgia under an unauthorized contract, amendment,
modification, change order or other similar document, including the possibility that the contractor
may be precluded from recovering payment for such unauthorized goods or services. Accordingly,
the contractor agrees that if it provides goods or services to Augusta, Georgia under a contract that
has not received proper legislative authorization or if the contractor provides goods or services to
Augusta, Georgia in excess of the any contractually authorized goods or services, as required by
Augusta, Georgia's Charter and Code, Augusta, Georgia may withhold payment for any
unauthorized goods or services provided by the contractor. The contractor assumes all risk of
non - payment for the provision of any unauthorized goods or services to Augusta, Georgia, and it
waives all claims to payment or to other remedies for the provision of any unauthorized goods or
services to Augusta, Georgia, however characterized, including, without limitation, all remedies at
law or equity." This acknowledgement shall be a mandatory provision in all Augusta, Georgia
contracts for goods and services, except revenue producing contracts.
LANDFILL: All contracts for contractors performing demolition and /or construction projects for
Augusta, Georgia shall contain a provision requiring that all debris, trash and rubble from the
project be transported to and disposed of at the Augusta, Georgia Solid Waste Landfill in
accordance with local and state regulations. The Contractor shall provide evidence of proper
disposal through manifests, which shall include the types of material disposed of, the name and
location of the disposal facility, date of disposal and all related fees.
INSPECTIONS; All contracts shall provide that Augusta, Georgia may, at reasonable times, inspect
the part of the plant, place of business, or work site of a contractor or subcontractor or subunit
thereof which is pertinent to the performance of any contract awarded or to be awarded by
Augusta, Georgia.
LOCAL SMALL BUSINESS; In accordance with Chapter 10B of the AUGUSTA, GA. CODE, the
contractor expressly agrees to collect and maintain all records necessary to for Augusta, Georgia
to evaluate the effectiveness of its Local Small Business Opportunity Program and to make such
records available to Augusta, Georgia. The requirements of the Local Small Business Opportunity
Program can be found at www.augustaga.goy. In accordance with AUGUSTA. GA. CODE § 1 -I0-
129(d) (7), for all contracts where a local small business goal has been established, the contractor
is required to provide local small business utilization reports. Contractor shall report to Augusta,
Georgia the total dollars paid to each local small business on each contract, and shall provide such
payment affidavits, regarding payment to subcontractors as may be requested by Augusta,
Georgia. Such documents shall be in the format specified by the Director of Minority and Small
Business Opportunities, and shall be submitted at such times as required by Augusta, Georgia.
Failure to provide such reports within the time period specified by Augusta, Georgia shall entitle
Augusta, Georgia to exercise any of the remedies set forth, including but not limited to,
withholding payment from the contractor and /or collecting liquidated damages.
AP2
AED /TE — On -Call Tree Removal
*********************************************************** **#** *** * * * * * * * * * *** ********** * ***
Please sign and date below acknowledging receipt of and concurrence with the Additional
Provisions herewith for the On Call Tree jtemoval Project with Augusta, GA.
Big Dog Tree and Stump, Inc.
Company
Signa re &
3 \a31l'a,
Date
AP3
t
1
1
1
1
1
1
1
1
1
1
1
1
1
TO:
FROM:
G`
DATE:
SUBJ:
RFP ITEM:
RFP OPENING:
Bidders on this project are hereby notified that this Addendum shall be attached to and made part of the
above -named RFP Package.
Responses to Vendors Questions:
Question #1:
Response:
Question #2:
Resoonse:
Question #3:
Bloom
A
All Bidders
Phyllis Mills, Quality Assurance Analyst
Able Ladson, E . nearing Department
Geri Sams a PY/5
Procureme t
September 16, 2011
Responses to Vendors Questions
RFP Item 11-137 Tree Removal and Tree Pruning Services for Engineering Department
Tuesday, September 27, 2011 at 3:00 p.m.
ADDENDUM NO.
✓ f. C'ewd Aged, areAserep
Bid Bond - we have no projection of cost that is needed for the Bid Bond. Any suggestions as to
the amount it should be for?
Bid Bonds yawl be required at this time. However, bonds may be required as the project
moves forward, depending on scope of each task order.
The fee proposal portion is asking for individual costs for employees and equipment, there is only
room for one of each. Would it better to have a crew rate for regular work and a crew rate for
emergency response? We have foreman rates, grounds man rates and climber rates for
employees and then we have chippers, loaders, bucket trucks, tool cat for equipment.
The form provided was a "go -by," If a more detailed fee schedule is appropriate, that
should be provided. Fees are to be submitted in a separate sealed envelope. Do not
include your fees with your proposal.
You ask, for hourly cost per individual and a hourly cost for each piece of equipment. I can get this
for you but you only have one line for the cost on your FEE PROSAL form. Or I could give you a
hourly price for a crew at straight time and over time rates. There could be different prices
because I may be using different types of equipment and crew may be on over time when I use
them. We have different hourly prices for different types of equipment, and if you need to use a
crew the crew may have already 40 hours.
The form provided was a "go -by," if a more detailed fee schedule is appropriate, that
should be provided. Fees are to be submitted in a separate sealed envelope. Do not
include your fees with your proposal.
Please acknowledge addendum in your submittal
END ADDENDUM
Room 605 - 530 Greene Street, Augusta Georgia 30901
(706) 821 -2422 - Fax (706) 821-2811
www. augustaga.gov
Register at www.demandstar.com(ftgplier for automatic bid notification
Addendum 1 RFP Item #11 -137
Page 1 of 1
Tree No. 1
36" Water Oak south side of median in front of 938 Greene Street
Tree no. 2
50" Water Oak in median in front of 101 Greene Street
Tree No. 3
30" Hackberry in median at the intersection of Greene Street and East Boundary
Tree No. 4
50" Water Oak northside of street second tree to the east from the northeast corner of
Greene Street and 3rd Street
Tree No. 5
50" Water Oak on northside of street in front of 453 Greene Street
Tree No. 6
50" Water Oak on northside of street in front of 457 Greene Street
Tree No. 7
36" Water Oak on corner of 2nd and Reynolds
Tree No. 8
SW Corner of Central Avenue and Wilson Street
Tree No. 9
28" Laurel Oak north side of median in front of 937 Green Street
Tree no. 10
In front of 2168 Kings Way
1
t
1
TO:
FROM:
DATE:
SUBJ:
RFP ITEM:
RFP OPENING:
ADDENDUM NO. 1A
Room 605 - 530 Greene Street, Augusta Georgia 30901
(706) 821 -2422 - Fax (706) 821 -2811
WW Wa. auaustaga.g ■.
Register at www.demandstar.com/suppiier for automatic bid notification
All Bidders
Phyllis Mills, Quality Assurance Analyst
Able Ladson, Engineering Department
fr
Geri Sams /
Procurement Director
November 8, 2011
Responses to Vendors Questions
RFP Item 11 -137A Tree Removal and Tree Pruning Services for Engineering Department
Friday, November 18, 2011 at 11:00 a.m.
Bidders on this project are hereby notified that this Addendum shall be attached to and made part of the
above -named RFP Package.
1. At the request of several vendors, we are providing the below sample tree listing to assist with
pricing'
2. There are two Addendum* to be acknowledged with your submittal:
a. Addendum 1 issued in the original advertisement of RI=P 11 -137 Tree Removal and Tree
Pruning Services; and
b. Addendum 1A issued in this rebid RFP 11 -137A.
Please acknowledge addendum in your submittal
END ADDENDUM
Scan this OR code with your
smartphone or camera equipped
tablet to visit the Augusta, Georgia
Addendum 1A RFP Item #11 -137A
Page 1 of 1
tori,.aLN ..,si�t444
THIS AGREEMENT, made on the day of , 2012 by and between the
City of Augusta
party of the first part, hereinafter called the OWNER, and
Big Dog Stump & Tree, Incorporated
party of the second part, hereinafter called the CONTRACTOR.
WITNESSETH, that the Contractor and the Owner, for the considerations hereinafter
names, agree as follows:
ARTICLE I - SCOPE OF THE WORK:
SECTION A
AGREEMENT
The Contractor hereby agrees to furnish all of the materials and all of the equipment and
labor necessary, and to perform all of the work described in the specifications for the
project entitled:
ON -CALL TREE REMOVAL & TREE PRUNING SERVICES
And in accordance with the requirements and provisions of the Contract Documents as
defined in the General and Special Conditions hereto attached, which are hereby made a
part of this agreement.
ARTICLE II - TIME OF COMPLETION - LIQUIDATED DAMAGES:
The work to be performed under this Contract shall be commenced within 5 calendar days
after the date of written notice by the Owner to the Contractor to proceed. All work shall
be completed within calendar days specified by the Owner with such extensions of time as
are provided for in the General Conditions.
It is hereby understood and mutually agreed, by and between the Contractor and the
Owner, that the date of beginning, rate of progress and the time for completion of the work
to be done hereunder are ESSENTIAL CONDITIONS of this contract. Contractor agrees that
said work shall be executed regularly, diligently, and uninterruptedly at such rate of
progress as will insure full completion thereof 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 the same,
taking into consideration the average climatic range and construction conditions prevailing
in this locality.
A -1
AED /TE - On -Call Tree Removal &
Tree Pruning Services - 11 -137A
ARTICLE III - PAYMENT:
(a) The Contract Sum
The Owner shall pay to the Contractor for the performance of each task ordered as
stated in the Proposal and Schedule of Items. No variations shall be made in the amount
except as set forth in the specifications attached hereto.
(b) Progress Payment
No later than the fifth day of every month, the Contractor shall submit to the Owner's/
Engineer, an estimate covering the percentage of the total amount of the contract which
has been completed from the start of the job up to and including the last working day of
the proceeding month, together with such supporting evidence as may be required by
the Owner and /or the Engineer. This estimate shall include only the quantities in place
and at the unit prices as set forth in the Bid Schedule.
On the vendor run, following approval of the invoice for payment, the Owner shall after
deducting previous payments made, pay to the Contractor 90% of the amount of the
estimate on units accepted in place. The 10% retained percentage may be held by the
Owner until the final completion and acceptance of all work under the Contract.
ARTICLE IV - ACCEPTANCE AND FINAL PAYMENT:
(a) Upon receipt of notice that the work is ready for final inspection acceptance,
the Engineer shall within 5 days, make such inspection and when he finds the
work acceptable under the contract and the contract fully performed, he will
promptly issue a final certificate, over his own signature, stating that the
work required by each task ordered has been completed and is accepted by
him under the terms and conditions thereof, and the entire balance found to
be due the Contractor, including the retained percentage, shall be paid to the
Contractor by the owner within 15 days after the date of said final certificate.
(b) Before final payment is due, the Contractor shall submit evidence satisfactory
to the Engineer that all payrolls, material bills, and other indebtedness
connected with work have been paid, except that in case of disputed
indebtedness of liens of evidence of payment of all such disputed amounts
when adjudicated in cases where such payment has not already been
guaranteed by surety bond.
(c) Notwithstanding any provision of the General Conditions, there shall be no
substitution of materials or change in means, methods, techniques,
sequences or procedures of construction that are not determined to be
equivalent to those indicated or required in the Contract Document, without
an Amendment to the Contract.
(d) Each payment shall be made under the terms and conditions governing final
payment, except that it shall not constitute a waiver of claims.
A -2
AED /TE - On -Call Tree Removal &
Tree Pruning Services - 11-137A
IN WITNESS WHEREOF, the parties hereto have executed this Agreement in three (3)
counterparts, each of which shall be deemed an original, in the year and day first
mentioned above.
AUGUSTA, GEORGIA
COMMISSION - COUNCIL
(Owner)
By:
Mayor Deke S. Copenhaver
Address:(.) % mac c% \®1
A -3
Secreta
itness
JUDY ALTMAN
NOTARY PUBLIC
COLUMBIA COUNTY
STATE OF GEORGIA
My Comrnias'sen Expires Juiy 27, 2014
arnAvAkuL—
AED /TE - On -Call Tree Removal &
Tree Pruning Services - 11-137A
Attachment B
You Must Complete and Return all 3 pages of Attachment B with Your Submittal. Document Must Be Notarized.
City of Augusta Procurement Department
ATTN: Procurement Director
530 Greene Street, Suite 605
Augusta, Georgia 30901 C
Name of Bidder: t .31t 10\9 ¢�2,..
e �- e N.f.c
Street Address: s Z
City, State, Zip Code: i",,�A.S\ t ._ -.-; c. * �RO'1
Phontj 441 -gill V� Fax & ) 1r) -4?-) /Ai Email:
Do You Have A Business License? Yes: -� ✓ No:
,
Business License # for your Company (Must Provide): t��. g'fq c - 1 In
Company must be licensed in the Governmental entity for where they do the majority of their business. If your Governmental entity
(State or Local) does not require a business license, your company will be required to obtain a Richmond County business license if
awarded a Bid/RFP /RFQ. For further information contact the Lice a and Inspection D rtment @ 706 312 -5 _
List the State, City & County that issue your li nsq:T�P lC�. - t 1U� N � i`.3�. r\`
Acknowledgement of Addenda: ( #1) i : (#2) V : (#3) : (#4) : ( #5) ) : ( #7) : (#8)
NOTE: CHECK APPROPRIATE BOX(ES)- ADD ADDITIONAL NUMBERS AS APPLiCABL.E
Statement of Non - Discrimination
The undersigned understands that it is the policy of Augusta, Georgia to promote full and equal
business opportunity for all persons doing business with Augusta, Georgia. The undersigned
covenants that we have not discriminated, on the basis of race, religion, gender, national origin or
ethnicity, with regard to prime contracting, subcontracting or partnering opportunities.
The undersigned covenants and agrees to make good faith efforts to ensure maximum
practicable participation of local small businesses on the bid or contract awarded by Augusta, Georgia.
The undersigned further covenants that we have completed truthfully and fully the required forms
regarding good faith efforts and local small business subcontractor /supplier utilization.
The undersigned further covenants and agrees not to engage in discriminatory conduct of any
type against local small businesses, in conformity with Augusta, Georgia's Local Small Business
Opportunity Program. Set forth below is the signature of an officer of the bidding /contracting entity with
the authority to bind the entity.
The undersigned acknowledge and warrant that this Company has been made aware of
understands and agrees to take affirmative action to provide such companies with the maximum
practicable opportunities to do business with this Company;
That this promise of non - discrimination as made and set forth herein shall be continuing in
nature and shall remain in full force and effect without interruption;
That the promises of non - discrimination as made and set forth herein shall be and are hereby
deemed to be made as part of and incorporated by reference into any contract or portion thereof which
this Company may hereafter obtain and;
That the failure of this Company to satisfactorily discharge any of the promises of
nondiscrimination as made and set forth herein shall constitute a material breach of contract entitling
Augusta, Georgia to declare the contract in default and to exercise any and all applicabte rights
remedies including but not limited to cancellation of the contract, termination
N of the contract suspen •
and debarment from future contracting opportunities, and withh dtpq and oir forfeitureof orripe 'c
. - -
due and owing on contract. h'G� Piai3LtC
COLUMB A COUNTY
3)i°— STATE OF ciMor'GG »^,
My Cc? rrtissivs1 Expires �i ;j ) 7, 2014
RFP 11 -137A Tree Removal and T = Services
/+ i s of 30 .
Attachment B - Page 2 of 3
Non - Collusion of Prime Bidder /Offeror
By submission of a bid, the vendor certifies, under penalty of perjury, that to the best of its
knowledge and belief:
(a) The prices in the proposal have been arrived at independently without collusion, consultation,
communications, or agreement, for the purpose of restricting competition, as to any matter relating
to such prices with any other vendor or with any competitor.
(b) Unless otherwise required by law, the prices which have been quoted in the proposal have not
been knowingly disclosed by the vendor prior to opening, directly or indirectly, to any other vendor
or to any competitor.
(c) No attempt has been made, or will be made, by the vendor to induce any other person,
partnership or corporation to submit or not to submit a proposal for the purpose of restricting
competition. Collusions and fraud in bid preparation shall be reported to the State of Georgia
Attorney General and the United States Justice Department.
Conflict of Interest
By submission of a bid, the responding firm certifies, under penalty of perjury, that to the best of its
knowledge and belief:
1. No circumstances exist which cause a Conflict of Interest in performing the services required by
this ITB, and
2. That no employee of the County, nor any member thereof, not any public agency or official
affected by this ITB, has any pecuniary interest in the business of the responding firm or his sub -
consultant(s) has any interest that would conflict in any manner or degree with the performance
related to this ITB.
By submission of a bid, the vendor certifies under penalty of perjury, that to the best of its
knowledge and belief:
(a) The prices in the bid have been arrived at independently without collusion, consultation,
communications, or agreement, for the purpose of restricting competition, as to any matter relating
to such prices with any other vendor or with any competitor.
(b) Unless otherwise required by law, the prices which have been quoted in the bid have not
knowingly been disclosed by the vendor prior to opening, directly or indirectly, to any other vendor
or competitor.
c) No attempt has been made, or will be made, by the vendor to induce any other person,
partnership or cooperation to submit or not to submit a bid for the purpose of restricting
competition. For any breach or violation of this provision, the County shall have the right to
terminate any related contract or agreement without liability and at its discretion to deduct from the
price, or otherwise recover, the full amount of such fee, commission, percentage, gift, payment or
consideration.
You Mu t om • Iete and _ turn all • a, es of Attachment B with Y • ur S , mi - Documen'
AM
COT
NOTARY PUBLIC
LUi;� COUNTY
'dT
S LUI QF Gi Tr
OUNT
N M C ► GOA v1Si 1 0 Expires July 27, 2014
RFP 11 -137A Tree Remo
Tuning Services
Page le of 30
Attachment B - Page 3 of 3
Contractor Affidavit and Aareement
By executing this affidavit, the undersigned contractor verifies its compliance with 0.C.G.A. 13 -10-
91, stating affirmatively that the individual, firm, or corporation which is contracting with Augusta,
Georgia Board of Commissioners has registered with and is participating in a federal work
authorization program* [any of the electronic verification of work authorization programs operated
by the United States Department of Homeland Security or any equivalent federal work
authorization program operated by the United States Department of Homeland Security to verify
information of newly hired employees, pursuant to the Immigration Reform and Control Act of 1986
((RCA), P.L. 99 -603], in accordance with the applicability provisions and deadlines established in
0.C.G.A 13- 10 -91. The undersigned further agrees that, should it employ or contract with any
subcontractor(s) in connection with the physical performance of services pursuant to this contract
with Augusta Georgia Board of Commissioners, contractor will secure from such subcontractor(s)
similar verification of compliance with 0.C.G.A 13 -10 -91 on the Subcontractor Affidavit provided in
Rule 300- 10- 01 -.08 or a substantially similar form. Contractor further agrees to maintain records of
such compliance and provide a copy of each such verification to the Augusta, Georgia Board of
Commissioners at the time the subcontractor(s) is retained to perform such service.
Georgia Law requires your company to have an E- Verify*User Identification Number (Company I.D.) on or after
July 1, 2009.
For additional information or to enroll your company, visit the State of Georgia website:
httpsJ /e- verifv.uscis.dov /enroll/ and /or http: /lwww.dol.state.ga.us /pdfirules / 10 1.pdf
* * E- Verify * User identification Number (Company ID.) "��3 %50
NOTE: E- VERIFY USER IDENDIFiCATION NUMBER (COMPANY ID.) MUST BE PROVIDED: IN ADDITION, THE RECOMMENDED AWARDED
VENDOR WILL BE REQUIRED TO PROVIDE A COPY OF HOMELAND SECURITY'S MEMORANDUM OF UNDERSTANDING (MOU)
The undersigned further agrees to submit a notarized copy of Attachment B and any required
documentation noted as part of the Augusta, Georgia Board of Commissions specifications which
govern this process. In addition, the undersigned agrees to submit all required forms for any
subcontractor(s) as requested and or required. I further understand that my submittal will be
m - d non- • mpliant if any part of this process is violated.
.
icer
o,;u y N
BY: Authorize
(Contractor Si e)
C.)-ANN2c\ &_("\Nr
Authorized Officer or Agent of Contractor
CV\ \--:- or\
Printed Name of Authorize Officer or Agent
SUBSCRIBED eOR FORE M • ► HIS THE If DAY OF f 20
.�./ //sue
i ":"411."
y mmission Expires: kA‘i De Dci
You Must Complete and Return all 3 pages of Attachment B with Your Submittal. Document Must Be Notarized.
Rev. 7/22/2011
Agent
JUDY ALTMAN
NOTARY PUBLIC
COLUMBIA COUNTY
STATE OF GEORGIA
My Commission Expires July 27, 2014
RFP 11 -137A Tree Removal and Tree Pruning Services
Page 17 of 30
Systematic Alien Verification for Entitlements (SAVE) Program
Affidavit Verifying Status for Augusta, Georgia Benefit Application By executing this
affidavit under oath, as an applicant for an Augusta, Georgia Business License or Occupation Tax
Certificate, Alcohol License, Taxi Permit, Contract or other public benefit as reference in O.C.G.A.
Sec '•n 50 -36 -1, I am statin• the followin• with respect to my bid for an Augusta, Georgia contract
for
(Bid/ /RFQ Project N bar and Project - ej
eta \ nc
(Print/Type• a of natural person applying on behaff of lndlvJ4 al, business, corporation, partnership, or other private
entity _
1.) I am a citizen of the United States.
OR
2.) I am a legal permanent resident 18 years of age or older.
OR
3.) I am an otherwise qualified alien (8 § USC 1641) or nonimmigrant under the
Federal Immigration and Nationality Act (8 USC 1101 et seq.) 18 years of age or older and lawfully
present in the United States.
In making the above representation under oath, I understand that any person who
knowingly and willfully makes a false, fictitious, or fraudulent statemen representation in
an affidavit shall be guilty of a violation of Code Section 16 -10-20 o e Official Code of
Georgia,
a►�
ignat plicant
SUBSCRIBED AND S B
Notary �.��
My Commission Expires:
ame of busin : -, corporation, partnership, other private entity)
a` ( 30 \` (
lc. .J
Printed Name
* Alien Registration Number for Non - Citizens
Q1'
IS THE DAY OF 02
NOTARY SEAL
20 ( f
Note: The successful vendor will submit the above forms to the Procurement Department no later
than five (5) days after receiving the "Letter of Recommendation" (Vendor's letter will denote
the date forms are to be received).
REv. 8/15/2011
RFP #11 -137A Tree Removal & Tree Pruning Services
E-VeriFy
Company ID Number: 443850
THE E- VERIFY PROGRAM FOR EMPLOYMENT VERIFICATION
MEMORANDUM OF UNDERSTANDING
ARTICLE I
PURPOSE AND AUTHORITY
This Memorandum of Understanding (MOU) sets forth the points of agreement between the
Department of Homeland Security (DHS) and 'SIG DOG STUMP & TREE, INC (Employer)
regarding the Employer's participation in the Employment Eligibility Verification Program (E-
Verify). This MOU explains certain features of the E- Verify program and enumerates specific
responsibilities of DHS, the Social Security Administration (SSA), and the Employer. E- Verify is
a program that electronically confirms an employee's eligibility to work in the United States after
completion of the Employment Eligibility Verification Form (Form 1 -9). For covered government
contractors, E- Verify is used to verify the employment eligibility of all newly hired employees and
all existing employees assigned to Federal contracts or to verify the entire workforce if the
contractor so chooses.
Authority for the E- Verify program is found in Title IV, Subtitle A, of the Illegal Immigration
Reform and Immigrant Responsibility Act of 1996 (IIRIRA), Pub. L. 104 -208, 110 Stat. 3009, as
amended (8 U.S.C. § 1324a note). Authority for use of the E- Verify program by Federal
contractors and subcontractors covered by the terms of Subpart 22.18, "Employment Eligibility
Verification ", of the Federal Acquisition Regulation (FAR) (hereinafter referred to in this MOU as
a "Federal contractor with the FAR E- Verify clause ") to verify the employment eligibility of
certain employees working on Federal contracts is also found in Subpart 22.18 and in Executive
Order 12989, as amended,
ARTICLE II
FUNCTIONS TO BE PERFORMED
A. RESPONSIBILITIES OF SSA
1. SSA agrees 'to provide the Employer with available information that allows the Employer to
confirm the accuracy of Social Security Numbers provided by all employees verified under this
MOU and the employment authorization of U.S. citizens.
2. SSA agrees to provide to the Employer appropriate assistance with operational problems that
may arise during the Employer's participation in the E- Verify program. SSA agrees to provide
the Employer with names, titles, addresses, and telephone numbers of SSA representatives to
be contacted during the E- Verify process.
3. SSA agrees to safeguard the information provided by the Employer through the E- Verify
program procedures, and to limit access to such Information, as is appropriate by law, to
individuals responsible for the verification of Social Security Numbers and for evaluation of the
E- Verify program or such other persons or entities who may, be authorized by SSA as governed
Page 1 of 131E-verify MbU for Employer 1 Revision Data 09/01/09 www.dhs.gov /E- Verify
E-Verify
B. RESPONSIBILITIES OF DHS
•
,, 1111 x
Company ID Number: 443850
by the Privacy Act (5 U.S.C. § 552a), the Social Security Act (42 U.S.C. 1306(a)), and SSA
regulations (20 CFR Part 401).
4. SSA agrees to provide a means of automated verification that is designed (in conjunction with
DHS's automated system if necessary) to provide confirmation or tentative nonconfirmation of
U.S. citizens' employment eligibility within 3 Federal Government work days of the initial inquiry.
5, SSA agrees to provide a means of secondary verification (including updating SSA records as
may be necessary) for employees who contest SSA tentative nonconfirmations that is designed
to provide final confirmation or nonconfirmation of U.S. citizens' employment eligibility and
accuracy of SSA records for both citizens and non - citizens within 10 Federal Government work
days of the date of referral to SSA, unless SSA determines that more than 10 days may be
necessary. In such cases, SSA will provide additional verification instructions.
1. After SSA verifies the accuracy of SSA records for employees through E- Verify, DHS agrees
to provide the Employer access to selected data from DHS's database to enable the Employer
to conduct, to the extent authorized by this MOU:
• Automated verification checks on employees by electronic means, and
• Photo verification checks (when available) on employees.
2. DHS agrees to provide to the Employer appropriate assistance with operational problems that
may arise during the Employer's participation in the E- Verify program. DHS agrees to provide
the Employer names, titles, addresses, and telephone numbers of OHS representatives to be
contacted during the E- Verify process.
3. DHS agrees to make available to the Employer at the E- Verify Web site and on the E- Verify
Web browser, instructional materials on E- Verify policies, procedures and requirements for both
SSA and DHS, including restrictions on the use of E- Verify. DHS agrees to provide training
materials on E- Verify.
4. OHS agrees to provide to the Employer a notice, which indicates the Employer's participation
in the E- Verify program. DHS also agrees to provide to the Employer anti- discrimination notices
issued by the Office of Special Counsel for Immigration - Related Unfair Employment Practices
(OSC), Civil Rights Division, U.S. Department of Justice.
5. DHS agrees to issue the Employer a user identification number and password that permits
the Employer to verify information provided by employees with DHS's database.
6. DHS agrees to safeguard the information provided to DHS by the Employer, and to limit
access to such information to individuals responsible for the verification of employees'
employment eligibility and for evaluation of the E Verify program, or to such other persons or
entities as may be authorized by applicable law. Information will be used only to verify the .
accuracy of Social Security Numbers and employment eligibility, to enforce the Immigration and
Page 2 of 13 I E- Verify MOU for Employer I Revision Dale 09101!09 www.dhs.govlE- Verify
Verify
Company ID Number: 443850
Yp4
t
Nationality Act (INA) and Federal criminal laws, and to administer Federal contracting
requirements.
7. DHS agrees to provide a means of automated verification that is designed (in conjunction
with SSA verification procedures) to provide confirmation or tentative nonconfirmation of
employees' employment eligibility within 3 Federal Government workdays of the initial inquiry.
•
8. DHS agrees to provide a means of secondary verification (including updating DHS records as
may be necessary) for employees who contest DHS tentative nonconfirmations and photo non -
match tentative nonconfirmations that is designed to provide final confirmation or
nonconfirmation of the employees' employment eligibility within 10 Federal Government work
days of the date of referral to DHS, unless DHS determines that more than 10 days may be
necessary. In such cases, DHS will provide additional verification instructions.
C. RESPONSIBILITIES OF THE EMPLOYER
1, The Employer agrees to display the notices supplied by DHS in a prominent place that is
.clearly visible to prospective employees and all employees who are to be verified through the
system.
2. The Employer agrees to provide to the SSA and OHS the names, titles, addresses, and
telephone numbers of the Employer representatives to be contacted regarding E- Verify.
3. The Employer agrees to become familiar with and comply with the most recent version of the
E- Verify User Manual.
4. The Employer agrees that any Employer Representative who will perform employment
verification queries will complete the E- Verify Tutorial before that individual initiates any queries.
A. The Employer agrees that all Employer representatives will take the refresher tutorials
initiated by the E- Verify program as a condition of continued use of E- Verify.
B. Failure to complete a refresher tutorial will prevent the Employer from continued use
of the program.
5. The Employer agrees to comply with current Form 1 -9 procedures, with two exceptions:
• If an employee presents a "List B" identity document, the Employer agrees to only
accept "List B" documents that
contain a photo. (List B documents identified in 8 C.F.R. § 274a.2(b)(1)(B)) can be
presented during the Form 1 -9
process to establish identity.) If an employee objects to the photo requirement for
r eligious reasons, the Employer
should contact E- Verify at 888 - 464 -4218.
• If an employee presents a DHS Form 1 -551 (Permanent Resident Card) or Form 1 -766
(Employment Authorization Document) to complete the Form 1 -9, the Employer agrees to
make a photocopy of the document and to retain the photocopy with the employee's
Form 1 -9. The photocopy must be of sufficient quality to allow for verification of the photo
Page 3 of 13 I E -Veiity MOU for Employer I Revision Date 09101/09 www.dhs.gov /E- Verify
EVeriFy
Company ID Number; 443860
Page 4 or 13 I E- Verlfy MOU for Employer I Revision Date 09/01/09 www.dhs.gov /E Verlfy
and written information. The employer will use the photocopy to verify the photo and to
assist OHS with its review of photo non - matches that are contested by employees, Note
that employees retain the right to present any List A, or List B and List C, documentation
to complete the Form 1 -9. DHS may in the future designate other documents that
activate the photo screening tool.
6. The Employer,understands that participation in E- Verify does not exempt the Employer from
the responsibility to complete, retain, and make available for inspection Forms 1 -9 that relate to
its employees, or from other requirements of applicable regulations or laws, including the
obligation to comply with the antidiscrimination requirements of section 2743 of the INA with
respect to Form 1 -9 procedures, except for the following modified requirements applicable by
reason of the Employer's participation in E-Verify: (1) identity documents must have photos, as
described in paragraph 5 above: (2) a rebuttable presumption is established that the Employer
has not violated section 274A(a)(1)(A) of the Immigration and Nationality Act (INA) with respect
to the hiring of any individual if it obtains confirmation of the identity and employment eligibility of
the individual in good faith compliance with the terms and conditions of E- Verify; (3) the
Employer must notify DHS if it continues to employ any employee after receiving a final
nonconfirmation, and is subject to a civil money penalty between $550 and $1,100 for each
failure to notify DHS of continued employment following a final nonconfirmation; (4) the
Employer is subject to a rebuttable presumption that it has knowingly employed an unauthorized
alien in violation of section 274A(a)(1)(A) if the Employer continues to employ an employee after
receiving a final nonconfirmation; and (5) no person or entity participating in E- Verify is civilly or
criminally liable under any law for any action taken in good faith based on information provided
through the confirmation system. OHS reserves the right to conduct Form 1 -9 and E- Verify
system compliance inspections during the course of E- Verify, as well as to conduct any other
enforcement activity authorized by law.
7. The Employer agrees to initiate E- Verify verification procedures for new employees within 3
Employer business days after each employee has been hired (but after the Form 1 -9 has been
completed), and to complete as many (but only as many) steps of the E- Verify process as are
necessary according to the E- Verify User Manual, or in the case of Federal contractors with the
FAR E- Verify clause, the E- Verify User Manual for Federal Contractors. The Employer is
prohibited from initiating verification procedures before the employee has been hired and the
Form 1 -9 completed. If the automated system to be queried is temporarily unavailable, the 3 -day
time period is extended until it is again operational in order to accommodate the Employer's
attempting, in good faith, to make inquiries during the period of unavailability. Employers may
initiate verification by notating the Form 1 -9 in circumstances where the employee has applied
for a Social Security Number (SSN) from the SSA and is waiting to receive the SSN, provided
that the Employer performs an E- Verify employment verification query using the employee's
SSN as soon as the SSN becomes available.
8. The Employer agrees not to use E- Verify procedures for pre - employment screening of job
applicants, in support of any unlawful employment practice, or for any other use not authorized
by this MOU. Employers must use E- Verify for all new employees, unless an Employer is a
Federal contractor that qualifies for the exceptions described in Article II.D.1.c. Except as
provided in Article II.D, the Employer will not verify selectively and will not verify employees
hired before the effective date of this MOU. The Employer understands that if the Employer
EVerIfy
Page 6 of 13 I E- verify MOU for Employer I Revision Oafo 09 /01 /09 www.dhs.gov /E- Verify
Company ID Number: 443850
uses the E- Verify system for any purpose other than as authorized by this MOU, the Employer
may be subject to appropriate legal action and termination of its access to SSA and DHS
information pursuant to this MOU.
9. The Employer agrees to follow appropriate procedures (see Article III, below) regarding
tentative nonconfirmations, including notifying employees in private of the finding and providing
them written notice of the findings, providing written referral instructions to employees, allowing
employees to contest the finding, and not taking adverse action against employees if they
choose to contest the finding. Further, when employees contest a tentative nonconfirmation
based upon a photo non- match, the Employer is required to take affirmative steps (see Article
111.8. below) to contact DHS with information necessary to resolve the challenge.
10. The Employer agrees not to take any adverse action against an employee based upon the
employee's perceived employment eligibility status while SSA or DHS is processing the
verification request unless the Employer obtains knowledge (as defined in 8 C.F.R. § 2743.1(l))
that the employee is not work authorized. The Employer understands that an initial inability of
the SSA or DHS automated verification system to verify work authorization, a tentative
nonconfirmation, a case in continuance (indicating the need for additional time for the
government to resolve a case), or the finding of a photo non - match, does not establish, and
should not be interpreted as evidence, that the employee is not work authorized. In any of the
cases listed above, the employee must be provided a full and fair opportunity to contest the
finding, and if he or she does so, the employee may not be terminated or suffer any adverse
employment consequences based upon the employee's perceived employment eligibility status
(including denying, reducing, or extending work hours, delaying or preventing training, requiring
an employee to work in poorer conditions, refusing to assign the employee to a Federal contract
or other assignment, or otherwise subjecting an employee to any assumption that he or she is
unauthorized to work) until and unless secondary verification by SSA or DHS has been
completed and a final nonconfirmation has been issued, If the employee does not choose to
contest a tentative nonconfirmation or a photo non -match or if a secondary verification is
completed and a final nonconfirmation is issued. then the Employer can find the employee is not
work authorized and terminate the employee's employment. Employers or employees with
questions about a final nonconfirmation may call E- Verify at 1- 888 -464 -4218 or OSC at 1 -800-
255 -8155 or 1- 800 - 237 -2515 (TDD).
11. The Employer agrees to comply with Title VII of the Civil Rights Act of 1964 and section
274B of the INA, as applicable, by not discriminating unlawfully against any individual in hiring,
firing, or recruitment or referral practices because of his or her national origin or, in the case of a
protected individual as defined in section 274B(a)(3) of the INA, because of his or her
citizenship status. The Employer understands that such illegal practices can include selective
verification or use of E- Verify except as provided in part D below, or discharging or refusing to
hire employees because they appear or sound "foreign' or have received tentative
nonconfirmations. The Employer further understands that any violation of the unfair immigration-
related employment practices provisions in section 2748 of the INA could subject the Employer
to civil penalties, back pay awards, and other sanctions, and violations of Title VII could subject
the Employer to back pay awards, compensatory and punitive damages. Violations of either
section 2748 of the'INA or Title VII may also lead to the termination of its participation in E-
E-VeriFy
Page 6 of 13 I E- Verify MOU for Employer I Ravlslon Dale 09!01109 www.dhs.gov!E.Verify
• Company ID Number; 443850
Verify. If the Employer has any questions relating to the anti - discrimination provision, it should
contact OSC at 1 -800- 255 -8155 or 1 -800- 237 -2515 (TDD).
12. The Employer agrees to record the case verification number on the employee's Form 1 -9 or
to print the screen containing the case verification number and attach it to the employee's Form
1 -9.
13. The Employer agrees that it will use the Information it receives from SSA or DHS pursuant
to E- Verify and this MOU only to confirm the employment eligibility of employees as authorized
by this MOW. The Employer agrees that it will safeguard this information, and means of access
to it (such as PINS and passwords) to ensure that it is not used for any other purpose and as
necessary to protect its confidentiality, including ensuring that it is not disseminated to any
person other than employees of the Employer who are authorized to perform the Employer's
responsibilities under this MOU, except for such dissemination as may be authorized in advance
by SSA or DHS for legitimate purposes.
14. The Employer acknowledges that the information which it receives from SSA is governed by
the Privacy Act (5 U.S.C. § 552a(i)(1) and (3)) and the Social Security Act (42 U.S.C. 1306(a)),
and that any person who obtains this information under false pretenses or uses it for any
purpose other than as provided for in this MOW may be subject to criminal penalties.
15. The Employer agrees to cooperate with OHS and SSA in their compliance monitoring and
evaluation of E- Verify, including by permitting DHS and SSA, upon reasonable notice, to review
Forms 1-9 and other employment records and to interview it and its employees regarding the
Employer's use of E-Verify, and to respond in a timely and accurate manner to DHS requests
for information relating to their participation in E- Verify.
D. RESPONSIBILITIES OF FEDERAL CONTRACTORS WITH THE FAR E- VERIFY CLAUSE
1. The Employer understands that if it is a subject to the employment verification terms
in Subpart 22.18 of the FAR, it must verify the employment eligibility of any existing employee
assigned to the cbntract and all new hires, as discussed in the Supplemental Guide for Federal
Contractors. Once an employee has been verified through E- Verify by the Employer, the
Employer may not reverify the employee through E- Verify.
a. Federal contractors with the FAR E- Verify clause agree to become familiar with and
comply with the most recent versions of the E- Verify User Manual for Federal Contractors and
the E- Verify Supplemental Guide for Federal Contractors.
b. Federal contractors with the FAR E- Verify clause agree to complete a tutorial for
Federal contractors with the FAR E- Verify clause.
c. Federal contractors with the FAR E- Verify clause not enrolled at the time of contract
award: An Employer that is not enrolled in E- Verify at the time of a contract award must enroll
as a Federal contractor with the FAR E- Verify clause in E- Verify within 30 calendar days of
contract award and, within 90 days of enrollment, begin to use E - Verify to initiate verification of
employment eligibility of new hires of the Employer who are working in the United States,
EVenly
Page 7 of 131 E- Verify MOU for Employer I Revlslon Date 09/01109 www.dhs.govlE- Verify
Company iD Number: 443850
whether or not assigned to the contract. Once the Employer begins verifying new hires, such
verification of new hires must be initiated within 3 business days after the date of hire. Once
enrolled in E- Verify. as a Federal contractor with the FAR E- Verify clause, the Employer must
initiate verification of employees assigned to the contract within 90 calendar days from the time
of enrollment in the system and after the date and selecting which employees will be verified in
E- Verify or within 30 days of an employee's assignment to the contract, whichever date is later.
d. Employers that are already enrolled in E- Verify at the time of a contract award but are
not enrolled in the system as a Federal contractor with the FAR E- Verify clause: Employers
enrolled in E- Verify for 90 days or more at the time of a contract award must use E- Verify to
initiate verification of employment eligibility for new hires of the Employer who are working in the
United States, whether or not assigned to the contract, within 3 business days after the date of
hire. Employers enrolled in E- Verify as other than a Federal contractor with the FAR E- Verify
clause, must update E- Verify to indicate that they are a Federal contractor with the FAR E-
Verify clause within 30 days after assignment to the contract. If the Employer is enrolled in E-
Verify for 90 calendar days or less at the time of contract award, the Employer must, within 90
days of enrollment, begin to use E- Verify to initiate verification of new hires of the contractor
who are working in the United States, whether or not assigned to the contract. Such verification
of new hires must be initiated within 3 business days after' the date of hire. An Employer
enrolled as a Federal contractor with the FAR E- Verify clause in E- Verify must initiate
verification of each employee assigned to the contract within 90 calendar days after date of
contract award or within 30 days after assignment to the contract, whichever is later.
e. Institutions of higher education, State, local and tribal governments and sureties:
Federal contractors with the FAR E- Verify clause that are institutions of higher education (as
defined at 20 U.S.C. 1001(a)), State or local governments, governments of Federally recognized
Indian tribes, or sureties performing under a takeover agreement entered into with a Federal
agency pursuant to a performance bond may choose to only verify new and existing employees
assigned to the Federal contract. Such Federal contractors with the FAR E- Verify clause may,
however, elect to verify all new hires, and/or all existing employees hired after November 6,
1986. The provisions of Article II.D, paragraphs 1.a and 1.b of this MOU providing timeframes
for initiating employment verification of employees assigned to a contract apply to such
institutions of higher education, State, local and tribal governments, and sureties.
f. Verification of all employees: Upon enrollment, Employers who are Federal contractors
with the FAR E- Verify clause may elect to verify employment eligibility of all existing employees
working in the United States who were hired after November 6. 1986, instead of verifying only
new employees and those existing employees assigned to a covered Federal contract. After
enrollment, Employers must elect to do so only in the manner designated by DHS and initiate E-
Verify verification of all existing employees within 180 days after the election.
g. Form 1 -9 procedures for existing employees of Federal contractors with the FAR E-
Verify clause: Federal contractors with the FAR E- Verify clause may choose to complete new
Forms 1 -9 for all existing employees other than those that are completely exempt from this
process. Federal contractors with the FAR E- Verify clause may also update previously
completed Forms 1 -9 to initiate E- Verify verification of existing employees who are not
completely exempt a long as that Form 1 -9 is complete (including the SSN), complies with
E-VeriFy
Company ID Number: 443850
Article II.C.5, the employee's work authorization has not expired, and the Employer has
reviewed the information reflected in the Form 1 -9 either in person or in communications with the
employee to ensure that the employee's stated basis in section 1 of the Form 1 -9 for work
authorization has not changed (including, but not limited to, a lawful permanent resident alien
having become a naturalized U.S. citizen), If the Employer is unable to determine that the Form
1 -9 complies with Article 11.C.5, if the employee's basis for work authorization as attested in
section 1 has expired or changed, or if the Form 1 -9 contains no SSN or is otherwise incomplete,
the Employer shall complete a new 1 -9 consistent with Article Il.C.5, or update the previous 1 -9
to provide the necessary information. If section 1 of the Form 1 -9 is otherwise valid and up -to-
date and the form otherwise complies with Article II.C.5, but reflects documentation (such as a
U.S. passport or Form 1 -551) that expired subsequent to completion of the Form 1 -9, the
Employer shall riot require the production of additional documentation, or use the photo
screening tool described in Article II.C.5, subject to any additional or superseding instructions
that may be provided on this subject in the Supplemental Guide for Federal Contractors.
Nothing in this section shall be construed to require a second verification using E- Verify of any
assigned employee who has previously been verified as a newly hired employee under this
MOU, or to authorize verification of any existing employee by any Employer that is not a Federal
contractor with the FAR E-Verify clause.
2. The Employer understands that if it is a Federal contractor with the FAR E- Verify clause, its
compliance with this MOU is a performance requirement under the terms of the Federal
contract or subcontract, and the Employer consents to the release of information relating to
compliance with its verification responsibilities under this MOU to contracting officers Or other
bfficials authorized to review the Employer's compliance with Federal contracting requirements.
ARTICLE III
A. REFERRAL TO SSA
REFERRAL OF INDIVIDUALS TO SSA AND OHS
1. If the Employer receives a tentative nonconfirmation issued by SSA, the Employer must print
the notice as directed by the E- Verify system and 'provide it to the employee so that the
employee may determine whether he or she will contest the tentative nonconfirmation. The
Employer must review the tentative nonconfirmation with the employee in private.
2. The Employer will refer employees to SSA field offices only as directed by the automated
system based on a tentative nonconfirmation, and only after the Employer records the case
verification number, reviews the input to detect any transaction errors, and determines that the
employee contests the tentative nonconfirmation. The Employer will transmit the Social Security
Number to SSA for verification again if this review indicates a need to do so. The Employer will
determine whether the employee contests the tentative nonconfirmation as soon as possible
after the Employer receives it,
3. If the employee contests an SSA tentative nonconfirmation, the Employer will provide the
employee with a system - generated referral letter and instruct the employee to visit an SSA
office within 8 Federal Government work days. SSA will electronically transmit the result of the
referral to the Employer within 10 Federal Government work days of the referral unless it
Page 8 o(131 E•Veriry MOJ for Employer t Revlelon,Date 09i01iQ9 www.dhs.gov1E- Verify
arra
Company ID Number: 443860
determines that more than 10 days is necessary. The Employer agrees to check the E- Verify
.system regularly for case updates.
4. The Employer agrees not to ask the employee to obtain a printout from the Social Security
Number database (the Numident) or other written verification of the Social Security Number
from the SSA.
E. REFERRAL TO DHS
1. If the Employer receives a tentative nonconfirmation issued by DHS, the Employer must print
the tentative nonconfirmation notice as directed by the E- Verify system and provide it to the
employee so that the employee may determine whether he or she will contest the tentative
nonconfirmation. The Employer must review the tentative nonconfirmation with the employee in
private.
2. If the Employer finds a photo non -match for an employee who provides a document for which
the automated system has transmitted a photo, the employer must print the photo non -match
tentative nonconfirmation notice as directed by the automated system and provide it to the
employee so that the employee may determine whether he or she will contest the finding. The
Employer must review the tentative nonconfirmation with the employee in private.
3. The Employer agrees to refer individuals to DHS only when the employee chooses to contest
a tentative nonconfirmation received from DHS automated verification process or when the
Employer issues a tentative nonconfirmation based upon a photo non - match, The Employer will
determine whether the employee contests the tentative nonconfirmation as soon as possible
after the Employer receives it.
4. If the employee contests a tentative nonconfirmation issued by DHS, the Employer will
provide the employee with a referral letter and instruct the employee toi contact DHS through its
toll -free hotline (as found on the referral letter) within 8 Federal Government work days.
5. If the employee contests a tentative nonconfirmation based upon a photo non- match, the
Employer will provide the employee with a referral letter to DHS, DHS will electronically transmit
the result of the referral to the Employer within 10 Federal Government work days of the referral
unless it determines that more than 10 days is necessary. The Employer agrees to check the E-
Verify system regularly for case updates.
6. The Employer agrees that if an employee contests a tentative nonconfirmation based upon a
photo non- match, the Employer will send a copy of the employee's Form 1 -551 or Form 1 -766 to
OHS for review by:
Scanning and uploading the document. or
Sending a photocopy of the document by an express mail account (paid for at
employer expense).
7. If the Employer determines that there is a photo non -match when comparing the photocopied
List B document described in Article II.C.5 with the image generated in E- Verify, the Employer
must forward the employee's documentation to DHS using one of the means described in the
preceding paragraph, and allow DHS to resolve the case.
Page 9 of 13 i &Verify M0U for Employer l Revision Dale 09/01/09 www.dhs.gov /E- Verify
E-Verify
Company ID Number: 443850
ARTICLE IV
SERVICE PROVISIONS
ARTICLE V
SSA and DHS will not charge the Employer for verification services performed under this MOU.
The Employer is responsible for providing equipment needed to make inquiries. To access E-
Verify, an Employer will need a personal computer with Internet access.
PARTIES
A. This MOU is effective upon the signature of all parties, and shall continue in effect for as long
as the SSA and •DHS conduct the E- Verify program unless modified in writing by the mutual
consent of all parties, or terminated by any party upon 30 days prior written notice to the others.
Any and all system enhancements to the E -Verify program by DHS or SSA, Including but not
limited to the E- Veri checking against additional data sources and instituting new verification
procedures, will be covered under this MOU and will not cause the need for a supplemental
MOU that outlines these changes. DHS agrees to train employers on all changes made to E-
Verify through the use of mandatory refresher tutorials and updates to the E- Verify User
Manual, the E- Verify User Manual for Federal Contractors or the E- Verify Supplemental Guide
for Federal Contractors. Even without changes to E- Verify, DHS reserves the right to require
employers to take mandatory refresher tutorials. An Employer that is a Federal contractor with
the FAR E- Verify clause may terminate this MOU when the Federal contract that requires its
participation in E- Verify is terminated or completed. In such a circumstance, the Federal
contractor with the FAR E- Verify clause must provide written notice to DHS. If an Employer that
is a Federal contractor with the FAR E- Verify clause fails to provide such notice, that Employer
will remain a participant in the E- Verify program, will remain bound by the terms of this MOU
that apply to participants that are not Federal contractors with the FAR E- Verify clause,.and will
be required to use the E- Verify procedures to verify the employment eligibility of all newly hired
employees.
B. Notwithstanding Article V, part A of this MOU. DHS may terminate this MOU if deemed
necessary because of the requirements of law or policy, or upon a determination by SSA or
DHS that there has been a breach of system integrity or security by the Employer, or a failure
on the part of the Employer to comply with established procedures or legal requirements. The
Employer understands that if it is a Federal contractor with the FAR E- Verify clause, termination
of this MOU by any party for any reason may negatively affect its performance of its contractual
responsibilities.
C. Some or all SSA and DHS responsibilities under this MOU may be performed by
contractor(s), and SSA and OHS may adjust verification responsibilities between each other as
they may determine necessary. By separate agreement with DHS. SSA has agreed to perform
its responsibilities as described in this MOU.
Page 10 of 13 I E- Verify MOU for Employer I Revision Data 09/01/09 www.dhs.gov /E- Verify
E- Verify
Company ID Number: 443860
D. Nothing in this MOU is intended, or should be construed, to create any right or benefit,
substantive or procedural, enforceable at law by any third party against the United States, its
agencies, officers, or employees, or against the Employer, its agents, officers, or employees.
E. Each party shall be solely responsible for defending any claim or action against it arising out
of or related to E- Verify or this MOU, whether civil or criminal, and for any liability wherefrom,
including (but not limited to) any dispute between the Employer and any other person or entity
regarding the applidability of Section 403(d) of IIRIRA to any action taken or allegedly taken by
the Employer.
F, The Employer understands that the fact of its participation in E- Verify is not confidential
information and may be disclosed as authorized or required by law and DHS or SSA policy,
including but not limited to, Congressional oversight, E- Verify publicity and media inquiries,
determinations of compliance with Federal contractual requirements, and responses to inquiries
under the Freedom of Information Act (FOIA).
G. The foregoing constitutes the full agreement on this subject between DHS and the Employer.
H. The individuals whose signatures appear below represent that they are authorized to enter
into this MOU on behalf of the Employer and OHS respectively.
Ppge 11 of 13 I E- Verify MOU for Employer I Revision Date D9/01,09 www.dhs.gov/E-Verify;
1
1
Eiferify
Company ID Number; 443850
To be accepted as a participant in E- Verify, you should only sign the Employer's Secti
of the signature page. If you have any questions, contact E- Verify at 888- 464 -4218. on
E _ m pl.0 6 7. 41 1P D STUA'i' & Tl' Eg TNg
r .. 7
Nerve tPleasg Yp'�'q �r.prirt(j. .
!ectrQnft • -
Department of Homeland Security— Verification Division_
SCA Verifitation Division
Nan?e`.(Rleaso Type or ertnq
Ele Si• ned
ignatiie
Information Required for the E- Verify Program
•
..__.Coin an .Name:
37 SETTLEIN NT RD
ART(N6Z GA 30917
E mployerldentificatioh •
Number!:
Page 12 of 13 I E - Verify MQU for Employer I Revision Date 09!01109
•
www.dl1s.gov)E- Verify
• Clesillicatiori Systems
COdo: '
113
""
4
1%. ''''' ' ':
-."- •/:••• - 4
' .:. -
; 7 -:.1: --%
.....L 4
1 :,.. .7. I: . ' .;
. :,-1. - li • .1- v., -
.
• Administrator:
.: . .
• • Number of Employees:- '
..
10 to la --
-. ,...
••-.
. •
.
-:
.
7 ' .
*-
.• - -
__ . -
. -
.. _ Number of Site Verified
for;
...,-
• .
.. •
.
•
•
.
•
. •
..
.
.
_ .
-
- .
A5r0 you verifying for more than 1 site? If yes, please provide the number of sites verified for
iiiipch State: - •
• 40ROIA • 1 site(s)
- .. . .
E-Verify
Company ID Number: 443850
1i-16006 ,
•
- ., • •
*.s.• _
Mime:
• Telephone Number:
Address:
Name;
Telephone Number:
E-mail Address!
BRIAN LIGON •
(706) 447 - 8787 — 14 Number:7'
. 131CDOGDISPOSAVT5B2LLSOUTR.NET
SOD Y111 ALTNLAN •
(706) 447 - 8787 Fax Number:
131 CDOGDISPOSAL(gBELLSOUTH.NET
•
(706)47.
(706) 417 - 8786
Page 13 of 13j &Verify MOU for Employer I Revision Dale 09/01/09 www,dhs.gov/E
STATE OF GEORGIA - COUNTY OF RICHMOND
E- Verify y User Identification Number
Compa
BY: Authorized Office or Agent
Co. tractor Signature) .
of Au Officer or Agent of Contractor
Printed Name of Auth ize Officer or Agent
SUBSCRIBED AND WORN BEFORE ME ON THIS THE
REV. 7 /22 /20i
SUBCONTRACTOR AFFIDAVIT
BIDIRFP /RFQ#
By executing this affidavit, the undersigned subcontractor verifies its compliance with 0.C.G,A. 13-
10 -91, stating affirmatively that the individual, firm, or corporation which is engaged in the physical
performance of services under a contract with on behalf of
Augusta Richmond County Board of Commissioners has registered with and is participating in a
federal work authorization program* [any of the electronic verification of work authorization
programs operated by the United States Department of Homeland Security or any equivalent
federal work authorization program operated by the United States Department of Homeland
Security to verify information of newly hired employees, pursuant to the Immigration Reform and
Control Act of 1986 ([RCA), P.L. 99 -6031 in accordance with the applicability provisions and
deadlines established in 0. C. G. A 13- 10 -91.
.1\)ccx\-\-coc,\()c
Georgia Law requires your company to have an
E- Verify`User Identification Number on or after July
1, 2009.
For additional. information: State of Georgia
http: llwww,doi.state.ga,us/udflrules /300 10 1.pdf E
https :lie- verifv.uscis.00vlenrotl! 1.;
NOTARY SEAL v Q.) E
'\\\
•
Note: The successful vendor will submit the above forms to the Procurement pepartrf4r16,0 later
than five (5) days after receiving the "Letter of Recommendation" (Vendor's letterwill denote
the date forms are to be received),
PPP it11.177A Tenn Dernnvai
Signature
Title
Sworn to and ,'scribed
Notary Public:
Commission Expires:
Rev. 7/22/2011
Authorized
•
t i.ir1.!ti1ti
to accordance with the Laws of Georgia, the following affidavit is required by all vendors
NON - COLLUSION AFFIDAVIT OF SUBCONTRACTOR
1, certify that this bid or proposal Is made without prior
understanding, agreement or connection with any corporation, firm or person submitting a bid for the same
work, labor or service to be done or the supplies, materials or equipment to be furnished and is in all
respects fair and without collusion or fraud. I understand cottusive bidding is a violation of state and federal
law and can result in fines, prison sentences and civil damages awards. I agree to abide by all conditions of
this bid or proposal and certify that I am authorized to sign this bid or proposal for the bidder.
Affiant.further states that pursuant to O.C.G.A. Section 36 - 91 - 21 (d) and (a),
has not, by Itself or with others, directly or
indirectly, prevented or attempted to prevent competition in such bidding or proposals by any means
whatsoever. Affiant further states that (s)he has not prevented or endeavored to prevent anyone from making
a bid or offer on the project by any means whatever, nor has Affiant caused or induced another to withdraw a
bid or offer for the work.
Affiant further states that the said offer of Is bona fide, and that no one
has gone to any supplier and attem t d to get such person or company to furnish the materials to the bidder
only, or If furnished to any other bj; that the material shall be at a higher price.
1--
ompany. Representative
(Print Name)
County: b \\►Vs—,
n 1 (1 NOTARY SEAL
WeeiY\VacAer\S
Note: The successful vendor will submit the above forms to the Procurement Department no later
than five (5) days after receiving the "Letter of Recommendation" (Vendor's letter will denote
the data forms are to be received).
RFP #11.t17A Trao PAY Troc Dn,nlnn Qm
\ \r5
Date
REV. 7/22/2011
G E O R G I A
EXCEPTION SHEET
If the commodity (ies) and /or services proposed in the response to this bid is in anyway
different from that contained in this proposal or bid, the bidder is responsible to clearly
identify by specification section number, all such differences in the space provided below.
Otherwise, it will be assumed that bidder(s) offer is in total compliance with all aspects of
the proposal or bid.
Below are the exceptions to the stated specifications:
Comp
cx cs e,S%
Title
Return with submittal if the commodity and /or services proposed in the response to this bid
are in anyway different from that contained in the specifications.
JUDY ALTMAN
NOTARY PUBLIC
COLUMBIA COUNTY
STATE OF GEORGIA
My Commission Expires July 27
RFP 11 -137A Tree Removal and Tree Pruning Services
Page 18 of 30
TO WHOM IT MAY CONCERN:
BIG DOG STUMP & TREE, INC.
237 SETTLEMENT ROAD
AUGUSTA, GA 30907
bigdogbrian @bellsoth.net
bigdogdisposal @bellsouth.net
706 - 447 -8787 / 706- 447 -8786 FAX
CONTACT: BRIAN LIGON, OWNER — PRESIDENT
BIG DOG STUMP & TREE, INC. UNDERSTANDS THE PROJECT AND SERVICES
THAT ARE TO BE PERFORMED FOR THE CITY OF AUGUSTA, ENGINEERING
DEPARTMENT. AND WITH ALL THE EQUIPMENT AND EMPLOYEES WE HAVE, WE
KNOW WE CAN PERFORM THE SERVICES WITHIN THE TIME PERIOD SPECIFIED &
STARTING AND COMPLETING THE PROJECT WITHIN THE DEADLINES STATED IN
THIS RFP.
THERE IS TWO OTHERS THAT CAN REPRESENT THE PROPOSER "BRIAN
LIGON", AND THEY ARE:
1. JASON KING #SO -5124A (706)533 -8114
2. TIM WHEELER #FL -0476A (706)832 -3943
NOVEMBER 18, 2011
THANKS YOU,
BRIAN LIGON
THIS CERTIFICATE IS TO BE POSTED IN A CONSPICUOUS PLACE IN THE BUSINESS HEREIN DESCRIBED.
BUSINESS
CERTIFICATE
BUSINESS TYPE: Contractor
BUSINESS LOCATION: 237 SETTLEMENT RD
CERTIFICATE ADDRESS INFORMATION:
BRIAN LIGON
3424 DUNNINGTON PLACE
AUGUSTA, GA 30909
AUGUSTA 2011
THIS CERTIFICATE EXPIRES
December 31st, 2011
MAILING ADDRESS INFORMATION
BIG DOG STUMP & TREE, INC- BIG DOG DISPOSAL- RBL SVCS
P O BOX 211063
AUGUSTA, GA 30917
BUSINESS LICENSE # LCB19990020769
ISSUE DATE: 05/25/2011
CERTIFICATE ISSUED IN THE NAME OF: BIG DOG STUMP & TREE INC -BIG DOG DISPOSAL -RBL
SVCS
CLASSIFICATION(S):
23599 - ALL OTHER SPECIAL TRADE CONTRACTORS (2)
THE LICENSE AND INSPECTION DEPARTMENT SHALL HAVE THE RIGHT TO SUSPEND ANY
CERTIFICATE IF THE BUSINESS VIOLATES ANY LAW OR ORDINANCE OF THE UNITED STATES,
THE STATE OF GEORGIA, OR RICHMOND COUNTY.
"ma I• MN NMI M MI MI NI • INN • N MI MI
P ROOUCER
insurance
Augusta West Parkway
uett, GA 30909
aid Skinner Jr
1
COVERAGES
1
A
B Equipment
1
R CERTIFICATE OF LIABILITY INSURANCE
IS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
ERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
SLOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.
E ORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. if SUBROGATION IS WAIVED, subject to
P
terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the
r gficata holder in lieu of such endors3enlont�s).
Big Dog Stump&TreeServica,lne
Big Dog Disposal Service, Inc
P.O. Box 211063
Martinez, GA 30907
iN FNS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
DICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
ERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO AU. THE TERMS,
CLUSIONS AND CONDITION3 OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS,
GENERAL UADRITY
TYPE OF INSURANCE
COAEYIERCIAL GENERAL LIAMLITY
CLAIMR.MADE Q OCCUR
GEN'L AGGREGATE UNIT APPLIES PER
PO
AUTOMOBILE LIARK ITY
0
ANY AUTO
X 18s �° ri s TOLLED
X H IRED AUTOS X g W
I UMBRELLA UAB
EXCESS LIAR
I RTIFICATE
l ORD 25 (2010/05)
OCCUR
CLAIMS -NAPE
WORKERS COMPENSATION
AND EMPLOYERS' UMW/
ANY PROPRIErOMARTKkERi XECUTIE
MS
OPPICRrUM E! EXCLUDED?
�
N la H)
y In N
MC-NA Ounder ERATIONS Below
Augusta- Richmond County
630 Green St Room 608
Augusta, GA 30901
CERTIFICATE NUMBER:
N/A
NPP1281449
CPP2336329
C250345701
PP2336329
706 -868 -1610
706 -860 -8134
AUGUS•7
o,,E
GRS:
INSURQRU6)AFFORDM) COVERAGE
INSURER A :western World _
INSURER :Grange Mutual Casualty Co.
INSURER* :Great American
INSURER D
INSURER E :
INSURER P :
......,+.J. v„ .SA..
05119/11 05/19/12
11/12/11
11/12/12
04101/11 04/01/12
11/12/11 11/12/12
lle service OF OPEPATIONS / LOCATIONS I VEIIIOI.0 (Mach ACORD rot, AMMIonu Remarks Schedule, It more epeee b required)
e service
CANCELLATION
Limit
rfrrac. 01/ Ol
BIODO -2 OP ID: ES
No):
DATE (MSUDDMITY)
11110/11
REVISION NUMBER;
UNITS
1 %$INCLE LIMIT I s
BODILY INJURY (Per perm) S
BODILY INJURY (Per melee* $
ARTY DAMAGE
s
S
EACH OCCURRENCE S
AGGREGATE S
S
WO A TU• x IOTH -
0 „R, LIMAS EJ_
EACH OCCURRENCE 3 1,000,00
PR � E5lE: EH7ti oe _ ._. 50,0
MED EXP (Anyone pone: I
PERSONAL t ACV INJURY $ 1,000,00
GENERAL AGGREGATE 4 2,000,00
PRODUCTS • COMP/DP AGG s 1,000,00
$
S.0
1,000,00
E.L. EACH ACCIDENT 5 1,000,
EL DISEASE . EA EMPLOYEE 5 1,000,0
& L DISEASE - POUCY LIMIT $ 1,000,
645
HOLDER
SHOULD ANY OP THE ABOVE DESCRIBED POLICIES Ba CANCELLED BEFORE
Tim EXPIRATION DATE THEREOF, NOTICE WILL SE DELIVERED IN
ACCORDANCE WITH THE POLICY PROVISIONS.
AUTHORIZED REPRESENTATIVE
nald Skli Jr
® 1988 -2010 ACORD CORPORATION. t Uj Ids reserved.
The ACORD name and logo are registered marks of ACORD
ON -CALL TREE REMOVAL & TREE PRUNING SERVICES
GENERAL CONDITIONS
INDEX TO ARTICLES OF GENERAL CONDITIONS
Section Page
GC -01 DEFINITIONS 2
GC -02 CONTRACT DOCUMENTS 2
GC -03 VERBAL STATEMENTS NOT BINDING 2
GC -04 COPIES OF CONTRACT 2
GC -05 SUSPENSION OF THE WORK, TERMINATION AND DELAY 3
GC -06 INDEPENDENT CONTRACTOR 5
GC -07 DEFENSE OF SUITS 5
GC -08 RELATIONS WITH OTHER CONTRACTORS 5
GC -09 PROJECT REPRESENTATIVE AND OBSERVATION 6
GC -10 COMPLIANCE WITH OSHA REGULATIONS 6
GC -11 CHANGE ORDERS 6
GC -12 EXTENSIONS OF CONTRACT TIME 6
GC -13 FINAL COMPLETION AND INSPECTION 7
GC -14 INSURANCE 7
GC -15 LIQUIDATED DAMAGES 9
GC -16 PAYMENTS 10
GC -17 SATURDAY, SUNDAY AND HOLIDAY WORK 11
GC -18 SUPERINTENDENT OF WORK 11
GC -19 ORDERS TO CONTRACTOR'S AGENT 11
GC -20 PROTECTION OF PROPERTY AND PUBLIC LIABILITY 12
GC -21 RIGHT -OF -WAY AND EASEMENT 13
GC -22 PROVISION FOR EMERGENCIES 13
GC -23 SUBLETTING OF CONTRACT 13
GC -24 RIGHT OF OWNER TO TERMINATE CONTRACT 14
GC -25 LOSSES FROM NATURAL CAUSES 15
GC -26 LAWS AND ORDINANCES 15
GC -27 CHARACTER OF WORKERS 16
GC -28 BEGINNING, PROGRESS AND TIME OF COMPLETION OF WORK 16
GC -29 HINDRANCES AND DELAYS 16
GC -30 MAINTENANCE OF TRAFFIC 17
GC -31 BARRICADES AND LIGHTS 17
GC -32 CLEAN UP 17
GC -33 OWNER'S RIGHT TO DO WORK 18
GC -34 PAYMENTS WITHHELD 18
GC -35 TAXES 18
I
' GC -01 DEFINITIONS
Whenever any word or expression, as defined under this paragraph occurs in
these Specifications and Contract Documents, it shall have and is mutually
understood to have the meaning herein given.
A. "Owner" shall mean the City of Augusta- Richmond County.
B. "Contractor" shall mean the tY ar entering into Agreement with Owner for
p g g
the performance of the work covered by the Agreement and his or her duly
authorized agent or legal representative.
' C. "Subcontractor" shall mean an individual, firm, or corporation having a
direct Contract with Contractor or with any other subcontractor for the
performance of a part of the work.
' GC -02 CONTRACT DOCUMENTS
' It is expressly understood and agreed that the bound volume of Contract
Documents which include this Statement of General Conditions, the Instruction
to Bidders, the Contract Agreement, the Bid Proposal, and the Technical
' Specifications herein referred to, and data which may be furnished by the
Contractor and approved by the Owner in writing, and such other additional
drawings which may be furnished by the Owner as are necessary to make clear,
are each and all included in this Contract and the work shall be done fully in
accordance therewith.
GC -03 VERBAL STATEMENTS NOT BINDING
It is understood and agreed that the written terms and provisions of this
agreement shall supersede all prior verbal statements of any and every official
and /or other representative of the Owner, and such statements shall not be
' effective or be construed as entering into, or forming a part of, or altering in any
way whatsoever, the written agreement.
GC -04 COPIES OF CONTRACT
Six (6) copies of the proposal and Contract agreement shall be prepared, each
containing an exact copy of the Contractor's proposal as submitted, and the
Contracts signed by both parties thereto. These executed counterparts of the
Contract Documents are to be filed with the Owner and Contractor. The original
' proposal submitted by the Contractor will be retained by the Owner, in addition
to the copy thereof in the Owner's copy of the executed documents.
GC2of18
AED /TE - On -Call Tree Removal &
Tree Pruning Services - 11-137A
1
GC -05 SUSPENSION OF THE WORK, TERMINATION AND DELAY
1. The Owner may, at any time and without cause, suspend the work or any
portion thereof for a period of not more than ninety days or such further
time as agreed upon by the Contractor, by written notice to the Contractor.
The Engineer shall fix the date on which work shall be resumed. The
Contractor will resume that work on the date so fixed. The Contractor will be
allowed an increase in the contract price, an extension of the contract time,
or both, directly attributable to any suspension.
2. If the Contractor is adjudged bankrupt or insolvent, or if he makes a general
assignment for the benefit of his creditors or if a trustee or receiver is
appointed for the Contractor or for any of his property or if he files a petition
to take advantage of any debtor's act to reorganize under the bankruptcy or
applicable laws or if he repeatedly fails to supply sufficient skilled workmen
or suitable materials or equipment, or if he repeatedly fails to make prompt
payments to subcontractors or for labor, materials or equipment or if he
disregards laws, ordinances, rules, regulations or orders of any public body
having jurisdiction of the work or if he disregards the authority of the
Engineer, or if, in the opinion of the Engineer, the Contractor fails to make
satisfactory progress in prosecuting the work, or if he otherwise violates any
provision of the Contract Documents, then the Owner may, without prejudice
to any other right or remedy and after giving the Contractor and his Surety a
minimum of ten (10) days from delivery of a written notice, terminate the
services of the Contractor and take possession of the Project and of all
materials, equipment, tools, construction equipment and machinery thereon
owned by the Contractor and finish the work by whatever method he may
deem expedient. In such case, the Contractor shall not be entitled to receive
any further payment until the work is finished. If the unpaid balance of the
Contract Price exceeds the direct and indirect costs of completing the Project,
including compensation for additional professional services, such excess
shall be paid to the Contractor. If such costs exceed such unpaid balance, the
Contractor will pay the difference to the Owner. Such costs incurred by the
Owner will be determined by the Engineer and incorporated in a Change
Order.
3. The Contractor must obtain permission from the Engineer before any
equipment can be removed from the job site. In the event such equipment is
GC 3 of 18
AED /TE - On-Call Tree Removal &
Tree Pruning Services - 11 -137A
removed without the Engineer's approval, the job will be terminated until
such time as the equipment is returned to the project and any time and
money lost by the Contractor as a result of moving the equipment shall be
absorbed by the Contractor.
4. Where the Contractor's services have been so terminate by the Owner, said
termination shall not affect any right of the Owner against the Contractor
then existing or which may thereafter accrue. Any retention or payment of
monies by the Owner due the Contractor will not release the Contractor from
compliance with the Contract Documents.
5. After ten (10) days from delivery of a written notice to the Contractor and
the Engineer, the Owner, may, without cause and without prejudice to any
other right or remedy, elect to abandon the Project and terminate the
Contract. In such case, the Contractor shall be paid for all work executed and
any expense sustained plus reasonable profit.
6. If, through no act or fault of the Contractor, the work is suspended for a
period of more than ninety (90) days by the Owner or under an order of
court or other public authority of the Engineer fails to act on any request for
payment within thirty (30) days after it is submitted or the Owner fails to
pay the Contractor substantially the sum approved by the Engineer within
thirty (30) days of its approval and presentation, then the Contractor may
after ten (10) days from delivery of a written notice to the Owner and the
Engineer, terminate the Contract and recover from the Owner payment for
all work executed and all expenses sustained. In addition, and in lieu of
terminating the Contract, if the Engineer has failed to act on a request for
payment or if the Owner has failed to make any payment as aforesaid, the
Contractor may, upon ten (10) days notice to the Owner and the Engineer,
stop the work until he has been paid all amounts then due, in which event
and upon resumption of the work, Change Orders shall be issued for
adjusting the contract price or extending the contract time or both to
compensate for the costs and delays attributable to the stoppage of the work.
7. If the performance of all or any portion of the work is suspended, delayed, or
interrupted as a result of a failure of the Owner or the Engineer to act within
the time specified in the Contract Documents, or if no time is specified, within
reasonable time, an adjustment in the contract price or an extension of the
contract time or both, shall be made by Change Order to compensate the
Contractor for the costs and delays necessarily caused by the failure of the
Owner or the Engineer.
GC4of18
AED /TE - On-Call Tree Removal &
Tree Pruning Services - 11 -137A
GC -06 INDEPENDENT CONTRACTOR
' The right of general administration of the Owner shall not make the Contractor
an agent of the Owner, and the liability of the Contractor for all damages to
persons, firms, and corporations, arising from the Contractor's execution of the
work, shall not be lessened because of such general administration, but as to all
such persons, firms, and corporations, and the damages, if any, to them or their
' property, the Contractor herein is an independent contractor in respect to the
work.
' GC -07 DEFENSE OF SUITS
In case any action at law or suit in equity is brought against the Owner, or any of
its agents, or funding agencies alleging the failure, omission, or neglect of the
Contractor to do and perform any of the covenants, acts, matters, or things by
this Contract undertaken to be done or performed, or for any injury or damage
' caused by the negligence or alleged negligence of the Contractor or its
subcontractors or employees or agents, the Contractor shall indemnify, defend,
and save harmless the Owner, and its officers, agents, or funding agencies, of and
' from all losses, costs, damages, expenses, judgments', or decrees whatever
arising out of such actions or suits as may be brought as aforesaid.
GC -08 RELATIONS WITH OTHER CONTRACTORS
' The Contractor shall cooperate with all other contractors who may be
performing work on behalf of the Owner, and workers who may be employed by
the Owner, on any work in the vicinity of the work to be done under this
Contract, and the Contractor shall so conduct its operations as to interfere to the
least possible extent with the work of such contractors or workers. Contractor
shall be responsible for any injury or damage that may be sustained by other
' contractors or employees of the Owner, because of any fault or negligence on its
part, and shall, at Contractor's own expense, repair, or pay for such injury or
damage. Any difference or conflict, which may arise between the Contractor and
other contractors, or between the Contractor and the workers of the Owner, in
regard to their work, shall be adjusted and determined by the Engineering
Director. If the work of the Contractor is delayed because of any acts or
omissions of any other contractor or contractors, the Contractor shall have no
claim against the Owner on that account other than for an extension of time.
' When two or more contracts are being executed at one time in such manner that
work on one contract may interfere with that on another, the Engineering
Director shall decide which contractor shall cease work and which shall
continue, or whether the work on both contracts shall progress at the same time,
and in what manner. When the territory of one contract is the necessary or
GC5of18
AED /TE - On -Call Tree Removal &
Tree Pruning Services - 11 -137A
1
1
1
1
1
1
1
1
1
1
1
1
convenient means of access for the transportation or movement of workers,
materials, or appliances required for the execution of another contract, such
privileges of access or any other responsible privilege may be granted by the
Engineering Director to the Contractor so desiring, to the extent, which may be
reasonably necessary.
GC -09 PROJECT REPRESENTATIVE AND OBSERVATION
It is agreed by the Contractor that the Owner shall be and is hereby authorized to
appoint a project representative or observer as the Owner may deem proper, to
observe the materials furnished and the work performed under this Contract,
and to see that materials are furnished, and work performed, in accordance with
the Contract Documents.
GC -10 COMPLIANCE WITH OSHA REGULATIONS
The Contractor shall comply with all regulations of the Occupational Safety and
Health Administration (OSHA) and hold the Owner and its representatives
harmless from all actions resulting from the Contractor's failure to comply with
said regulations, orders and citations. The Contractor shall be responsible for
providing a safe working environment for employees.
GC -11 CHANGE ORDERS
The contract price or contract time shall only be modified by a written change
order. Compensation shall be agreed to per unit price. No payment for
additional work of any kind will be made unless ordered in writing by the Owner
through a change order. If written change orders are given in accordance with
the provisions of this Contract, such work shall be considered a part hereof and
subject to each and all terms and requirements.
GC -12 EXTENSIONS OF CONTRACT TIME
The right of the Contractor to proceed shall not be terminated, nor will the
Contractor be charged with liquidated damages, because of any delays in the
completion of the work due to causes beyond the control, and through no fault
or negligence, of the Contractor or its subcontractors or agents. Should the
Contractor be delayed in the final completion of the work by any act or delay of
the Owner, or of any employee of either, or by strikes, lockouts, fires, or unusual
delays by common carriers, or by any other cause which the Owner shall decide
would justify the delay, then the Contractor may apply for, in writing, an
extension of time sufficient to compensate for such delay in the final completion
of the work. The granting of an extension of time or the amount of such
extension of time is to be determined by the Owner; provided, however, that the
GC6of18
AED /TE - On-Call Tree Removal &
Tree Pruning Services - 11 -137A
Contractor shall give the Owner prompt notice in writing of the cause and
circumstances of the delay in each request for an extension of time.
Owner reserves the right to make a determination of justification for or granting
of an extension of time, until such time as Owner may have an opportunity to
review available work and conditions, provided such notice of granting or denial
of an extension of time shall be made by Owner seasonably and reasonable prior
to the date for completion of the project.
GC -13 FINAL COMPLETION AND INSPECTION
Upon written notice from Contractor that the Work is complete, the Owner and
Contractor shall make a final inspection, and Owner will notify Contractor in
writing of all items the inspection reveals that are incomplete or defective.
Contractor shall immediately take such measures as are necessary to complete
the Work or remedy the deficiencies.
GC - 14 INSURANCE
The Contractor shall secure and maintain, throughout the duration of this
Contract, insurance (on an occurrence basis unless otherwise agreed to) of such
types and in at least such amounts as required herein. The form and limits of
such insurance, together with the underwriter thereof in each case, shall be
approved by the Owner, but regardless of such approval, it shall be the
responsibility of the Contractor to maintain adequate insurance coverage at all
times. Failure of the Contractor to maintain adequate coverage shall not relieve
Contractor of any contractual responsibility or obligation.
Satisfactory certificates of insurance shall be filed with the Owner prior to
starting any work on this Contract and shall be maintained with the original of
these Contract Documents. Contractor shall provide certificates of insurance and
renewals thereof on standard ACORDTM forms. The City shall be notified by
receipt of written notice from the insurer at least thirty (30) days prior to
material modification or cancellation of any policy listed in the certificate.
Further, the City will be immediately notified of any reduction or possible
reduction in aggregate limits of any such policy where such reduction, when
added to any previous reductions, exceeds 10% of the aggregate limits.
In the event of an occurrence, it is further agreed that any insurance maintained
by the City of Augusta- Richmond County, shall apply in excess of and not
contribute with insurance provided by policies named in this Contract.
GC7of18
AED /TE - On -Call Tree Removal &
Tree Pruning Services - 11 -137A
The certificate holder on the Certificate of Insurance shall be as follows:
City of Augusta- Richmond County
Finance Department
Room 207
530 Greene Street
Augusta, GA 30901
A. INDUSTRY RATINGS -
The City will only accept coverage from an insurance carrier who offers proof
that it:
1. Is licensed to do business in the State of Georgia;
2. Carries a Best's policy holder rating of "A" or better; and
3. Carries at least a Class X financial rating.
OR
Is a company mutually agreed upon by the City and Contractor.
B. COMMERCIAL GENERAL LIABILITY
Limits -
Each Occurrence:
Personal & Advertising Injury:
Products /Completed Operations Aggregate:
General Aggregate:
1. Policy must include the following conditions:
a. Contractual Liability
b. Independent Contractors
c. X.C.U.
$ 1,000,000
$ 1,000,000
$ 2,000,000
$ 2,000,000
City of Augusta- Richmond County shall be listed as additional insured on the
commercial general liability policy. The City shall be endorsed onto the policy
as an additional insured and a copy of the endorsement shall be provided to
the City.
C. WORKERS' COMPENSATION
This insurance shall protect the Contractor against all claims under
applicable State Workers' Compensation Laws. The Contractor shall also be
protected against claims for injury, disease or death of employees which, for
any reason, may not fall within the provisions of a Workers' Compensation
Law. The policy limits shall not be less than the following:
GC8of18
AED /TE - On -Call Tree Removal &
Tree Pruning Services - 11-137A
Workers' Compensation:
Employer's Liability:
Bodily Injury by Accident:
Bodily Injury by Disease:
Bodily Injury by Disease:
D. AUTOMOBILE LIABILITY
GC -15 LIQUIDATED DAMAGES
Statutory
$ 100,000 Each Accident
$ 500,000 Policy Limit
$ 100,000 Each Employee
This insurance shall protect the Contractor against claims for bodily injury
and /or property damage arising out of the ownership or use of any owned,
hired and /or non -owned vehicle and must include protection for either:
1. Any Auto
or
2. All Owned Autos; Hired Autos; and Non -Owned Autos
Limits of auto liability insurance shall be the same as required in the
Commercial General Liability section. City of Augusta- Richmond County shall
be listed as additional insured on the automobile liability policy.
It is mutually understood and agreed by and between the parties to this
Contract, in signing the Agreement thereof, that time is of the essence of this
Contract, and that in the event that the said Contractor shall fail in the
performance of the work specified and required to be performed within the
period of time stipulated therefore in the Contract Agreement binding said
parties, after due allowance for any extension or extensions of time which may
be granted under the provisions of the preceding paragraph, the said Contractor
shall pay unto the said Owner, as stipulated liquidated damages and not as a
penalty, the sum stipulated therefore in the Contract Agreement.
In the case of joint responsibility for any delay in the final completion of the
work covered by this Contract, where two or more separate contracts are in
force at the same time and cover work on the same project and at the same site,
the total amount of liquidated damages assessed against all contractors under
such contracts, for any one calendar day of delay in the final completion of the
work will not be greater than the approximate total of the damages sustained by
the Owner by reason of such delay in completion of the work, and the amount
assessed against any one Contractor for such one day of delay will be based upon
the individual responsibility of such contractor for the aforesaid delay as
determined by, and in the judgment of the Owner.
GC 9 of 18
AED /TE - On -Call Tree Removal &
Tree Pruning Services - 11 -137A
In case of failure on the part of the Contractor to effect completion within the
time specified, the Owner shall have the right to deduct liquidated damages from
the total compensation otherwise due the Contractor for each 24 -hour calendar
day, excluding Saturdays, Sundays and City observed holidays, that the work
remains incomplete over the specified completion time.
The Owner shall have the right to deduct said liquidated damages from any
monies in its hands, otherwise due or to come due, to the Contractor, or to sue
for and recover compensation for damages for non - performance of this Contract.
GC -16 PAYMENTS
Before the first application for payment is submitted, the Contractor shall submit
to the Owner's representative a proposed schedule of work for the project.
A. The Owner's representative, at regular monthly intervals not to exceed 30
days, shall make an approximate estimate in writing of the amount of work
performed during the preceding period and the value thereof at the unit
prices contracted.
B. Contractor shall submit an updated schedule of work with each monthly
estimate. If a work schedule is not submitted with the pay estimate the City
retains the right to hold the pay estimate until the Contractor has submitted
an updated schedule.
C. The Contractor has, per the Instructions to Bidders, bid this job net of all
sales and compensation taxes. No application for payment shall include any
amount for reimbursement of such taxes paid by Contractor resulting from
Contractor's failure to use Owners tax exempt certificate for any purchase in
connection with the work. Final payment will not be made to Contractor until
the Owner has received two Project Completion Certifications from the
Contractor.
D. The Owner shall require at intervals as it shall determine and at any time
before final payment is made for the work specified herein that the
Contractor furnish the Owner with written acknowledgments by all
subcontractors and vendors who have done work or labor on, or who have
furnished materials for, this project that they have been fully paid by the
Contractor for such work or labor done or materials furnished by them.
Contractor's failure to furnish said list or to include all such subcontractors
and vendors shall not relieve Contractor or its surety of any obligation on
Owners part to verify accuracy. Owner may require, at its option, lien
waivers on forms supplied by Owner.
GC 10 of 18
AED /TE - On -Call Tree Removal &
Tree Pruning Services - 11 -137A
E. The acceptance by the Contractor of final payment shall be and shall operate
as a release to the Owner of all claims and all liability to the Contractor other
than written claims in stated amounts as may be specifically excepted by the
Contractor for all things done or furnished in connection with this Contract
and for every act and neglect of the Owner and others relating to or arising
out of this Contract. Any payment, however, final or otherwise, shall not
release the Contractor or its sureties from any obligation under the Contract
Documents or insurance coverage.
GC - 17 SATURDAY, SUNDAY AND HOLIDAY WORK
No work shall be done between the hours of 6 p.m. and 7 a.m., nor on Sundays or
legal holidays, without the written approval or permission of the Engineering
Director or his /her designee in each case, except such work as may be necessary
for the proper care, maintenance, and protection of work already done or of
equipment, or in the case of an emergency.
If work is required on a Saturday, the Contractor shall request and receive
approval from the Engineering Director or his /her designee by 2 p.m. the
previous day.
GC - 18 SUPERINTENDENT OF WORK
The Contractor shall provide and maintain, continually on the site of work
during its progress, adequate and competent superintendence of all operations
for and in connection with the work being performed under this Contract, either
personally or by a duly authorized superintendent or other representative.
The superintendent, or other representative of the Contractor on the work, who
has charge thereof, shall be fully authorized to act for the Contractor, and to
receive whatever orders as may be given for the proper prosecution of the work,
or notices in connection therewith. Use of subcontractors on portions of the
work shall not relieve the Contractor of his obligation to have a competent
superintendent on the work at all times.
GC - 19 ORDERS TO CONTRACTOR'S AGENT
Whenever the Contractor is not present when it may be desired or necessary to
give directions, orders may be given by the Engineering Director or his /her
designee, and shall be received and obeyed by the superintendent or foreman
who may have charge of the particular part of the work in reference to which
such orders are given.
GC 11 of 18
AED /TE - On-Call Tree Removal &
Tree Pruning Services - 11-137A
GC -20 PROTECTION OF PROPERTY AND PUBLIC LIABILITY
The Contractor shall assume full responsibility for the protection of all public
and private property, structures, sewers, and utilities, both above and below
ground, along, beneath, above, across or near the site or sites of the work being
f performed under this Contract, or which are in any manner affected by the
prosecution of the work or the transportation of men or materials in connection
therewith. Barriers shall be maintained and placed at all times necessary to
provide for the safety of all persons and prevent any accident, and the
Contractor will be held responsible for all accidents to persons or property
' through any negligence of Contractor or its employees, subcontractors or agents.
Contractor shall resolve any and all issues relating to damage to private and
' public property within a timely manner. If said issue is not resolved within sixty
(60) calendar days the City of Augusta- Richmond County, may, resolve the issue
and the cost, if any shall be taken out of the money that may be due or may
become due to the Contractor on account of or by virtue of this Contract.
The Contractor shall indemnify, defend, and save harmless the Owner, its
' funding agencies and the City of Augusta- Richmond County against all damages
or alleged damages to such property, structures, and utilities, together with all
claims for damages for personal injury, including accidental death, arising out of
his operations in connection with the Contract.
All property so damaged shall be repaired or replaced to a condition equal to its
condition immediately prior to the time of damage, and to the satisfaction of the
Owner.
The Contractor shall give reasonable notice to the owner or owners of public or
private property and utilities when such property is liable to injury or damage
' through the performance of the work, and shall make all necessary
arrangements with such owner or owners relative to the removal and
replacement or protection of such property or utilities.
All permits and licenses required in the prosecution of any and all parts of the
work shall be obtained and paid for by the Contractor unless specified
otherwise.
The Contractor shall satisfactorily shore, support, and protect any and all
' structures and all pipes, sewers, drains, conduits, and other facilities, belonging
to the owners of the utility involved, and shall be responsible for any damage
resulting thereto. The Contractor shall not be entitled to any damages or extra
' pay on account of any postponement, interference, or delay caused by any such
GC12of18
AED /TE - On -Call Tree Removal &
Tree Pruning Services - 11 -137A
structures and facilities being on the line of the work, specifically but not limited
to damages due to delay in utility relocation.
GC -21 RIGHT -OF -WAY AND EASEMENT
The Contractor shall confine its construction operations to the right -of -way and
shall carefully note where buildings, structures, or other obstructions will limit
working space. Equipment or materials shall not be stored without the express
written approval of the owner of such property.
In the event that easements are not available or if they have not been secured, or
if entry to property is denied by court order, injunction, litigation, or for any
other reason the Contractor shall cease operations in such area and confine
work to other areas approved by the Owner. In the event of any delay arising
from delays in securing easements, the Contractor shall have no claims against
the Owner for damages arising from such delay, and an extension of time may be
granted, as provided under Section 8, Item No. 13, "Extensions of Time."
GC -22 PROVISION FOR EMERGENCIES
In emergencies affecting the safety of persons or the Work or property at the site
or adjacent thereto, Contractor, without special instruction or authorization
from the Owner, is obligated to act, at its discretion, to prevent threatened
damage, injury or loss.
Contractor shall give prompt written notice of any significant changes in the
Work or deviations from the Contract Documents caused thereby.
GC -23 SUBLETTING OF CONTRACT
The Contractor shall not award subcontracts that total more than twenty -five
percent (25 %) of the Contract Work. Should any subcontractor fail to perform in
a satisfactory manner, the Contractor shall immediately terminate the work
undertaken by such subcontractor. The Contractor shall be as fully responsible
to the Owner for the acts and omissions of its subcontractors, and of persons
either directly or indirectly employed by them, as Contractor is for the acts and
omissions of persons directly employed by it. Approval by the Owner of any
subcontractor shall not constitute a waiver of any right of the Owner to reject
defective work, material or equipment not in compliance with the requirements
of the Contract Documents. The Contractor shall not make any substitution of
any subcontractor accepted by the Owner unless the Owner agrees in writing.
The Contractor shall cause appropriate provisions to be inserted in all
subcontracts relative to the work to bind subcontractors to the Contractor by the
GC 13 of 18
AED /TE - On -Call Tree Removal &
Tree Pruning Services - 11 -137A
terms of the Contract Documents insofar as applicable to the work of the
subcontractor and to give the Contractor the same power to terminate any
subcontract as the Owner has to terminate the Contractor under any provision of
the Contract Documents.
Nothing contained in the Contract Documents shall create any contractual
relationship between any subcontractor and the Owner, nor shall anything
contained in the Contract Documents create any obligation on the part of the
Owner to pay or to see to the payment of any sums due any subcontractor.
Prior to the Owner's approval of the Contract bid, the successful bidder shall
submit to the Owner for acceptance a list of names of all subcontractors
proposed for portions of the work and shall designate what work each is to
perform.
If the Owner, after due investigation, has reasonable objection to any
subcontractor on such list, the Contractor shall substitute a subcontractor
acceptable to the Owner or shall be allowed to withdraw its bid, and the Owner
shall either re -bid the project or accept the next best responsible bidder. The
failure of the Owner to make objection to a subcontractor shall not constitute a
recommendation or appointment of such subcontractor, nor shall it constitute a
waiver of any right of the Owner to reject defective work, material or equipment
not in conformance with the requirements of the Contract Documents.
The Contractor shall not make any substitutions for any subcontractor unless
the Engineering Director or his /her designee determines that there is a good
cause for doing so. Any substitution shall be made only after allowing the Owner
to make a reasonable rejection in accordance with the foregoing paragraph. The
Owner's disapproval of any Contractor or subcontractor shall not, under any
circumstances, be the basis for an increase in the Contract Price or a claim for
delay damages.
The Contractor shall not assign any right, obligation or work under this Contract
or any payment here under, by power of attorney or otherwise, without the
prior written consent of Owner.
GC - 24 RIGHT OF OWNER TO TERMINATE CONTRACT
If the Work to be done under this Contract shall be abandoned by the Contractor;
or if the Contractor should be adjudged as bankrupt, or if a general assignment
of assets be made for the benefit of Contractor's creditors, or if a receiver should
be appointed for the Contractor or any of its property; or if at any time the
Owner shall certify in writing to the Contractor that the performance of the
Work under this Contract is being unnecessarily delayed, or that the Contractor
GC 14 of 18
AED /TE - On-Call Tree Removal &
Tree Pruning Services - 11 -137A
is violating any of the conditions or covenants of this Contract or the
Specifications therefore, or that Contractor is executing the same in bad faith or
otherwise not in accordance with the terms of said Contract; or if the Work be
not substantially completed within the frequency as requested or within the
time to which such completion was extended; then the Owner may serve written
notice upon the Contractor of said breach of this Contract and, unless within five
(5) calendar days after the serving of such notice upon the Contractor a
satisfactory arrangement be made for the continuance thereof through
Contractor, the Owner may take over the Work and prosecute same to
completion, by contract or otherwise for the amount and at the expense of the
Contractor, and the Contractor shall be liable to the Owner for any and all excess
cost sustained by the Owner by reason of such prosecution and completion.
Whether or not a satisfactory arrangement has been proposed by Contractor
shall reasonably be determined by the Owner and made at the sole and
reasonable discretion of the Owner.
In the event of a failure of the Contractor and the Contractor's Surety to provide
a satisfactory arrangement for the continuance of the Work within five (5)
calendar days following notice of breach by the City in accordance with the
preceding paragraph, the City in its sole discretion may proceed to terminate
this Contract without waiver of any other remedy of City, and proceed to
complete all Work provided for in the remainder of the term of the Contract, in
which case the Contractor's Surety shall not be obligated to take over or
complete the Work.
GC -25 LOSSES FROM NATURAL CAUSES
All loss or damage arising out of the nature of the work to be done, or from the
action of the elements, or from floods or overflows, or from ground water, or
from unusual obstructions or difficulties, or any other natural or existing
circumstances either known or unforeseen, which may be encountered in the
prosecution of the said work shall be sustained and borne by the Contractor at
its own cost and expense.
GC -26 LAWS AND ORDINANCES
The Contractor shall keep fully informed of all existing and current regulations
of the Owner, and County, State and National Laws which in any way limit or
control the actions or operation of those engaged upon the work, or affecting the
materials supplied to or by them. Contractor shall at all times observe and
comply with all ordinances, laws, and regulations, and shall protect and
indemnify the Owner and the Owner's officers and agents against any claims or
liability arising from or based on any violation of the same.
GC 15 of 18
AED /TE - On -Call Tree Removal &
Tree Pruning Services - 11 -137A
GC -27 CHARACTER OF WORKERS
The Contractor shall employ only workers who are competent to perform the
work assigned to them, and, in the case of skilled labor, who are adequately
trained and experienced in their respective trades and who do satisfactory work.
In all cases, local labor shall be given preference when available.
Whenever the Engineering Director or his /her designee shall notify the
Contractor that any worker on the project is, in Engineering Department's
opinion, incompetent, unfaithful, or disorderly, or who uses threatening or
abusive language to any person representing the Owner when on the project or a
member of the general public, such worker shall be immediately discharged
from the project and shall not be re- employed thereon except with the consent
of the Engineering Director.
Due to safety concerns associated with this contract all workers employed
by the Contractor, including subcontractors, shall at all times wear shirts,
pants, appropriate foot wear and safety vest when they are working within
the City right of way. Any worker not wearing the above items shall be
immediately removed from the job site by the Contractor and shall not
return until wearing the appropriate safety clothing.
GC -28 BEGINNING, PROGRESS AND TIME OF COMPLETION OF WORK
The Contractor shall, within 48 hours after being instructed to do so in a written
notice from the Owner, commence the work to be done under this Contract; and
the rate of progress shall be such that the work shall have been timely
completed. The Contractor shall be required to furnish a tentative schedule
setting forth in detail the sequences it proposes to follow, and giving the dates on
which it expects to start and to complete separate portions of the work.
GC - 29 HINDRANCES AND DELAYS
In executing the Contract Agreement, the Contractor expressly covenants and
agrees that, in undertaking to complete the work within the time therein fixed, it
has taken into consideration and made allowances for all hindrances and delays
incident to such work, whether growing out of delays in securing materials or
workmen or otherwise. No charge shall be made by the Contractor for
hindrances or delays from any cause during the progress of the work, or any
portion thereof, included in this Contract.
GC 16 of 18
AED /TE - On -Call Tree Removal &
Tree Pruning Services - 11 -137A
GC -30 MAINTENANCE OF TRAFFIC
Local traffic on all streets shall be carried through construction whenever
possible. Detours of traffic will be permitted when necessary and with the prior
permission of the Traffic Engineer. Streets may be closed for short periods of
time under authority of proper permit issued by the City or Authority having
jurisdiction. However, the Contractor shall conduct its work so as to interfere as
little as possible with public travel, whether vehicular or pedestrian, on such
streets. Proper notification to Augusta- Richmond County Sheriffs and Fire
Departments shall be given by the Contractor before closing any public
thoroughfare.
GC - 31 BARRICADES AND LIGHTS
All streets, roads, highway, and other public thoroughfares which are closed to
traffic, under the authority of a proper permit, shall be protected by means of
effective barricades on which shall be placed acceptable warning signs, such
barricades, being located at the nearest intersecting public highway or street on
each side of the blocked section of such public thoroughfare.
All open trenches and other excavations shall be provided with suitable barriers,
signs, and lights to the extent that adequate protection is provided to all persons
against accident by reason of such open construction. Obstructions such as
material piles and equipment shall be provided with similar warning lights and
signs. All barricades and obstructions shall be illuminated by means of amber
lights at night and all lights used for this purpose shall be kept burning from
sunset to sunrise. Materials stored upon or alongside public streets and
highways shall be so placed, and the work at all times shall be so conducted, as
to cause the minimum obstruction and inconvenience to the traveling public.
ALL BARRICADES, SIGNS, LIGHTS AND OTHER PROTECTIVE DEVICES IN
PUBLIC RIGHTS -OF -WAY SHALL BE INSTALLED AND MAINTAINED IN
CONFORMITY WITH APPLICABLE STATUTORY REQUIREMENTS AND AS
REQUIRED BY THE OWNER.
GC -32 CLEAN UP
The project sites shall be kept as clean, neat and orderly as possible at all times.
Stockpiling of debris and unsuitable materials beyond normal working demands
shall not be allowed. Immediately after removal operations are complete, all
equipment, debris and unsuitable materials shall be completely removed from
the site in order to minimize the inconvenience to the public and adjoining
property owners.
GC 17 of 18
AED /TE - On -Call Tree Removal &
Tree Pruning Services - 11 -137A
GC -33 OWNER'S RIGHT TO DO WORK
GC -35 TAXES
Without otherwise limiting Owner's right under the Contract Documents, if
Contractor should neglect to prosecute the work properly or fail to perform any
provision of the Contract Documents, Owner, after three (3) days' written notice
to Contractor may, without prejudice to any other remedy it may have, make
good such deficiencies and may deduct the cost thereof from the payment then
or thereafter due Contractor.
GC -34 PAYMENTS WITHHELD
Owner may withhold or, on account of subsequently discovered evidence, nullify
the whole or a part of any application for payment to the extent necessary to
protect the Owner from loss on account of:
A. Incomplete work or defective work not remedied.
B. A reasonable doubt that the work can be completed for the balance of the
Contract price then unpaid.
C. Damage to Owner; or private property.
D. A breach of this Contract.
The Contractor will pay all sales, consumer, use and other similar taxes required
by the law of the place where the work is performed.
GC 18 of 18
AED /TE - On -Call Tree Removal &
Tree Pruning Services - 11 -137A
I
Hourly Cost Per Individual
Hourly Cost Per Equipment
Materials
Service Fee
SUBMITTED BY:
SIGNATURE:
RFP Item 11-137A Tree Removal and Tree Prunina Services
Due Date: Friday, November 18, 2011 @ 11:00 A.M.
Enclose in a SEPARATE SEALED ENVELOPE labeled RFP 11-137A "FEE PROPOSAL"
1 I NAME: \ a.� (`nti.N buts ,o_c.C) % af• Ne.k.
1 COMPANY: (-4S " " L ` ' ``M.. i -S\Q, .
1 ADDRESS: ''\ .(` Q- \-V q-1. .
I
I TELEPHONE: QO� L tAkfl - V) " - 1 FAX: C: - 7
FEE PROPOSAL:
$ �/ 5 Per Person
$ ( 0 Equipment
$ \U Unit Price Material
$ 5co Service Fee
CITY /STATE/ZIP: t � 1 ( %\ b '
JUDY ALTMAN
NOTARY PUBLIC
COLUMBIA COMP(
STATE OF GEORGIA
My Commission Expires July 21, 2014
\ \4k
Date
Estimate #
11/16/201:
1423
1
1
BIG DOG STUMP & TREE, INC.
P.O. BOX 211063
MARTINEZ, GA 30917
(706) 447 -8787
Name / Address
CITY OF AUGUSTA
ENGINEERING DEPARTMENT
Description
Tree No.(1) 938 Greene street 36" Water oak in
median ( cut and remove tree debris)
Tree No.(1) 938 Greene street 36" Water oak
( grind stump and remove chips to level ground)
Tree No.(2) 101 Greene street 50" Oak
( cut and remove tree debris)
Tree No.(2) 101 Greene street 50" Oak
( grind stump and remove chips to level ground)
Tree No.(3) Intersection of Greene and East Boundary
30" Hackberry in median ( cut and remove tree debris)
Tree No.(3) Intersection of Greene and East Boundary
30" Hackberry (grind stump and remove chips to level
ground)
Tree No.(4) 50" Oak on northside of Greene street
second tree from 3rd street (cut and remove tree debris)
Tree No.(4) 50" Oak Ref: Tree above
(grind stump and remove chips to level ground)
Tree No.(5) 453 Greene street 50" Oak in front
(cut and remove tree debris)
Tree No.(5) 453 Greene street 50" Oak in front
(grind stump and remove chips to level ground)
Tree No.(6) 457 Greene street 50" Oak in front
(cut and remove tree debris)
Tree No.(6) 457 Greene street 50" Oak in front
(grind stump and remove chips to level ground)
Tree No.(7) 2nd and Reynolds 36" Oak
(cut and remove tree debris)
Tree No.(7) 2nd and Reynolds 36" Oak
(grind stump and remove chips to level ground)
Job
RFP item 11 -137A
Total
1,100.00
250.00
1,200.00
250.00
1,200.00
175.00
2,300.00
300.00
3,900.00
400.00
2,900.00
300.00
2,400.00
225.00
Total
Page 1
Estimate
Date
Estimate #
11/16/201:
1423
1
1
BIG DOG STUMP & TREE, INC.
P.O. BOX 211063
MARTINEZ, GA 30917
(706) 447 -8787
Name / Address
CITY OF AUGUSTA
ENGINEERING DEPARTMENT
Page 2
Estimate
Description
Tree No.(8) SW corner of Central Av. and Wilson St.
(cut and remove tree debris)
Tree No.(8) SW corner of Central Av. and Wilson St.
(grind stump and remove chips to level ground)
Tree No.(9) 937 Greene street Laurel Oak in median
(cut and remove tree debris)
Tree No.(9) 937 Greene street Laurel Oak in median
(grind stump and remove chips to level ground)
Tree No.(10) 2168 Kings Way Tree on Troup street side
next to drive -way (cut and remove tree debris)
Tree No.(10) 2168 Kings Way Tree on Troup street side
next to drive - way(grind stump and remove chips to level
ground)
NOTE: ALL STUMP'S WILL BE GROUND 6" to 12" BELOW
GRADE OR AS DEEP AS UTILITIES WILL ALLOW
Job
RFP item 11 -137A
Total
2,300.00
300.00
950.00
150.00
2,100.00
225.00
0.00
Total $22,925.00
Date
Estimate #
11/18/201:
1413
1
1
1
1
1
BIG DOG STUMP & TREE, INC.
P.O. BOX 211063
MARTINEZ, GA 30917
(706) 447 -8787
Name / Address
Augusta Richmond County
530 green ST.room 605
augusta G.a. 30901
Estimate
1
RFP #11 -137 All jobs performed on proposal after 3pm
(monday - friday) time and half will apply on man hours
RFP #11 -137 All jobs performed on proposal after 5pm
(monday- friday)time and half will apply on equipment
RFP #11 -137 All jobs performed on proposal on weekends
and holidays will be a double time rate on both equipment
and man hours
Thank you for your business.
Description
Job
EXCEPTION
Total
120.00
187.50
410.00
Total
150.01 GENERAL
DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
SPECIAL PROVISION
Section 150 — Traffic Control
Revised: June 1, 2011
Revised: August 1, 2011
This section as supplemented by the Plans, Specifications, and Manual on Uniform Traffic
Control Devices (MUTCD) shall be considered the Temporary Traffic Control (TTC) Plan.
Activities shall consist of furnishing, installing, maintaining, and removing necessary traffic
signs, pedestrian signs, barricades, lights, signals, cones, pavement markings and other traffic
control devices and shall include flagging and other means for guidance and protection of
vehicular and pedestrian traffic through the Work Zone. This Work shall include both
maintaining existing devices and installing additional devices as necessary in construction work
zones.
When any provisions of this Specification or the Plans do not meet the minimum requirements
of the MUTCD, the MUTCD shall control. The 2009 Edition of the MUTCD shall be in effect for
the duration of the project.
The needs and control of all road users (motorists, bicyclists and pedestrians within the
highway right -of -way and easements, including persons with disabilities in accordance with the
Americans with Disabilities Act of 1990 (ADA), Title II, Paragraph 35.130) through a Temporary
Traffic Control (TTC) zone shall be an essential part of highway construction, utility work,
maintenance operations and management of traffic incidents.
The Worksite Traffic Control Supervisor (WTCS) shall have a copy of Part VI of the MUTCD and
the Contract on the job site. Copies of the current MUTCD may be obtained from the FHWA
web page at http: / /mutcd.fhwa.dot.gov.
A. WORKER SAFETY APPAREL
All workers, including emergency responders, within the right -of -way who are exposed
either to traffic (vehicles using the highway for purpose of travel) or to work vehicles and
construction equipment within the TTC zone shall wear high - visibility safety apparel that
meets the Performance Class 2 or 3 requirements of the ANSI /ISEA 107 -2004 publication
entitled "American National Standard for High - Visibility Safety Apparel and Headwear ", or
equivalent revisions, and labeled as meeting the ANSI 107 -2004 standard performance for
Class 2 or 3 risk exposure. Emergency and incident responders and law enforcement
personnel within the TTC zone may wear high - visibility safety apparel that meets the
performance requirements of the ANSI /ISEA 207 -2006 publication entitled "American
National Standard for High - Visibility Public Safety Vests ", or equivalent revisions, and
1
labeled as ANSI 207 -2006, in lieu of ANSI /ISEA 107 -2004 apparel. Firefighters or other
emergency responders working within the right -of -way and engaged in emergency
operations that directly expose them to flame, fire, heat, and /or hazardous material may
wear retroreflective turn -out gear that is specified and regulated by other organizations,
such as the National Fire Protection Association.
B. WORKSITE TRAFFIC CONTROL SUPERVISOR
ALL HIGHWAYS (ADDITIONAL REQUIREMENTS BELOW FOR INTERSTATES): The
Contractor shall designate a qualified individual as the Worksite Traffic Control Supervisor
(WTCS) who shall be responsible for selecting, installing and maintaining all traffic control
devices in accordance with the Plans, Specifications, Special Provisions and the MUTCD. A
written resume documenting the experience and credentials of the WTCS shall be
submitted and accepted by the Engineer prior to beginning any work that involves traffic
control. The WTCS shall be available on a twenty -four (24) hour basis to perform his
duties. If the work requires traffic control activities to be performed during the daylight
and nighttime hours it may be necessary for the Contractor to designate an alternate
WTCS. An alternate WTCS must meet the same requirements and qualifications as the
primary WTCS and be accepted by the Engineer prior to beginning any traffic control
duties. The Worksite Traffic Control Supervisor's traffic control responsibilities shall have
priority over all other assigned duties.
As the representative of the Contractor, the WTCS shall have full authority to act on behalf
of the Contractor in administering the TTC Plan. The WTCS shall have appropriate training
in safe traffic control practices in accordance with Part VI of the MUTCD. In addition to the
WTCS all other individuals making decisions regarding traffic control shall meet the training
requirements of the Part VI of the MUTCD.
The WTCS shall supervise the initial installation of traffic control devices. The Engineer
prior to the beginning of construction will review the initial installation. Modifications to
traffic control devices as required by sequence of operations or staged construction shall
be reviewed by the WTCS.
The WTCS shall be available on a full -time basis to maintain traffic control devices with
access to all personnel, materials, and equipment necessary to respond effectively to an
emergency situation within forty -five (45) minutes of notification of the emergency.
The WTCS shall regularly perform inspections to ensure that traffic control is maintained.
Unless modified by the special conditions or by the Engineer, routine deficiencies shall be
corrected within a twenty-four (24) hour period. Failure to comply with these provisions
shall be grounds for dismissal from the duties of WTCS and /or removal of the WTCS from
the project. Failure of the WTCS to execute his duties shall be considered as non-
performance under Subsection 150.08.
The Engineer will periodically review the work for compliance with the requirements of the
TTC plan.
On projects where traffic control duties will not require full time supervision, the Engineer
may allow the Contractor's Project Superintendent to serve as the WTCS as long as
satisfactory results are obtained.
2
CERTIFIED WORKSITE TRAFFIC CONTROL SUPERVISOR
ADDITIONAL REQUIREMENTS FOR INTERSTATE AND LIMITED ACCESS HIGHWAYS: In
addition to the requirements above, the WTCS shall have a minimum of one year's
experience directly related to work site traffic control in a supervisory or responsible
capacity. The WTCS shall be currently certified by the American Traffic Safety Services
Association (ATSSA) Work Site Traffic Supervisor Certification program or the National
Safety Council Certification program.
Any work performed on the interstate or limited access highway right -of -way that requires
traffic control shall be supervised by the Certified Worksite Traffic Control Supervisor. No
work requiring traffic control shall be performed unless the certified WTCS is on the
worksite. Failure to maintain a Certified Worksite Traffic Control Supervisor on the work
will be considered as non - performance under Subsection 150.08.
The WTCS shall perform, as a minimum, weekly traffic control inspections on all interstate
and limited access highways. The inspection shall be reported to the Engineer on a TC -1
report. The Engineer will furnish a blank copy of the TC -1 report to the Contractor prior to
the beginning of any work on the interstate or limited access right -of -way.
C. TRAFFIC CONTROL DEVICES
All traffic control devices used during the construction of a project shall meet the Standards
utilized in the MUTCD, and shall comply with the requirements of these Specifications,
Project Plans, and Special Provisions. All devices shall be tested at NCHRP Test Level III.
Reference is made to Subsections 104.05, 107.07, and 107.09.
D. REFLECTORIZATION REQUIREMENTS
All rigid fluorescent orange construction warning signs (black on fluorescent orange) shall
meet the reflectorization and color requirements of ASTM Type VII, VIII, IX or X regardless
of the mounting height.
Portable signs which have flexible sign blanks shall meet the reflectorization and color
requirements of ASTM Type VI.
Warning signs (W3 -1a) for stop conditions that have rumble strips located in the travelway
shall be reflectorized with ASTM Type IX fluorescent yellow sheeting.
All other signs shall meet the requirements of ASTM Type III or IV except for "Pass With
Care" and "Do Not Pass" signs which may be ASTM Type I unless otherwise specified.
CHANNELIZATION DEVICES: Channelization devices shall meet the requirements of ASTM
Type III or IV high intensity sheeting.
E. IMPLEMENTATION REQUIREMENTS
No work shall be started on any project phase until the appropriate traffic control devices
have been placed in accordance with the Project requirements. Changes to traffic flow
3
shall not commence unless all labor, materials, and equipment necessary to make the
changes are available on the Project.
When any shift or change is made to the location of traffic or to the flow patterns of traffic,
including pedestrian traffic, the permanent safety features shall be installed and fully
operational before making the change. If staging or site conditions prevent the installation
of permanent features then the equivalent interim devices shall be utilized. This work shall
also include any necessary removal and reinstallation of guardrail panels to achieve the
required panel lap to accommodate the appropriate shift and traffic flow including the final
traffic flow configuration (The cost of performing this work shall be included in Traffic
Control -Lump Sum).
Any section of the work that is on new location shall have all permanent safety features
installed and fully operational before the work is opened to traffic. Safety features shall
include but are not limited to the following items:
1. Guardrail including anchors and delineation with properly lapped panels
2. Impact attenuators
3. Traffic signals
4. Warning devices
5. Pavement markings including words, symbols, stop bars, and crosswalks
6. Roadway signs including regulatory, warning, and guide
Outdoor lighting shall be considered as a safety feature for welcome centers, rest areas,
and weigh station projects. For typical roadway type projects new street lighting is not
considered a safety feature unless specifically noted in the plans or in the special
conditions.
F. MAINTENANCE OF TRAFFIC CONTROL DEVICES
Traffic control devices shall be in acceptable condition when first erected on the project
and shall be maintained in accordance with Subsection 104.05 throughout the construction
period. All unacceptable traffic control devices shall be replaced within 24 hours. When
not in use, all traffic control devices shall be removed, placed or covered so as not to be
visible to traffic. All construction warning signs shall be removed within seven calendar
days after time charges are stopped or pay items are complete. If traffic control devices
are left in place for more than ten days after completion of the Work, the Department shall
have the right to remove such devices, claim possession thereof, and deduct the cost of
such removal from any monies due, or which may become due, the Contractor.
G. TRAFFIC INTERRUPTION RESTRICTIONS
The Department reserves the right to restrict construction operations when, in the opinion
of the Engineer, the continuance of the Work would seriously hinder traffic flow, be
needlessly disruptive or unnecessarily inconvenience the traveling public. The Contractor
shall suspend and /or reschedule any work when the Engineer deems that conditions are
unfavorable for continuing the Work.
4
Advanced notification requirements to the Contractor to suspend work will be according to
the events and the time restrictions outlined below:
Incident management No advanced notice required
Threatening /Inclement weather 24 hours
Holidays. sporting events, Three (3) calendar days
unfavorable conditions
If the work is suspended, the Contractor may submit a request for additional contract time
as allowed under Section 108. The Department will review the request and may grant
additional contract time as justified by the impact to the Contractor's schedule.
Compensation for loss of productivity, rescheduling of crews, rental of equipment or delays
to the Contractor's schedule will not be considered for payment. Additional contract time
will be the only consideration granted to the Contractor.
H. SEQUENCE OF OPERATIONS
Any Sequence of Operations provided in this Contract in conjunction with any staging
details which may be shown in the plans, is a suggested sequence for performing the
Work. It is intended as a general staging plan for the orderly execution of the work while
minimizing the impact on pedestrian facilities, mainline, cross - streets and side streets. The
Contractor shall develop detailed staging and temporary traffic control plans for performing
specific areas of the Work including but not limited to all traffic shifts, detours, bridge
widenings, paces, or other activities that disrupt traffic or pedestrian flow. The Engineer
may require detailed staging and TTC plans for lane closures or disruption to pedestrian
facilities. These plans shall be submitted for approval at least two weeks prior to the
scheduled date of the activity. Activities that have not been approved at least seven (7)
days prior to the scheduled date shall be rescheduled.
Where traffic is permitted through the work area under stage construction, the Contractor
may choose to construct, at no additional expense to the Department, temporary on -site
bypasses or detours in order to expedite the work. Plans for such temporary bypasses or
detours shall be submitted to the Engineer for review and approval 30 calendar days prior
to the proposed construction. Such bypasses or detours shall be removed promptly when
in the opinion of the Engineer; they are not longer necessary for the satisfactory progress
of the Work. Bypasses and detours shall meet the minimum requirements of Subsection
150.02.8.4.
As an option to the Sequence of Operations in the Contract, the Contractor may submit an
alternative Sequence of Operations for review and approval. Alternate Sequence of
Operations for pedestrian facilities shall be in compliance with the MUTCD and ADA.
Pedestrian needs identified in the preconstruction phase shall be included in the proposed
alternate plan. The Department may consider the Contractor's alternate Sequence of
Operations as a Value Engineering Proposal as defined by Subsection 104.08. A twenty
calendar days lead time for the Department's review shall be given to this submission so
that a decision on its acceptability can be made and presented at the Preconstruction
Conference. Insufficient lead time or no submission by the Contractor shall be construed
as acceptance of the Sequence of Operations outlined in the Contract and the willingness
of the Contractor to execute this as -bid plan.
The Department will not pay, or in any way reimburse the Contractor for claims arising
from the Contractor's inability to perform the Work in accordance with the Sequence of
Operations provided in the Contract or from an approved Contractor alternate.
The Contractor shall secure the Engineer's approval of the Contractor's proposed plan of
operation, sequence of work and methods of providing for the safe passage of vehicular
and pedestrian traffic before it is placed in operation. The proposed plan of operation shall
supplement the approved traffic control plan. Any major changes to the approved TTC
plan, proposed by the Contractor, shall be submitted to the Department for approval.
Some additional traffic control details will be required prior to any major shifts or changes
in traffic. The traffic control details shall include, but not be limited to, the following:
1. A detailed drawing showing traffic locations and laneage for each step of the change.
2. The location, size, and message of all signs required by the MUTCD, Plan, Special
Provisions, and other signs as required to fit conditions. Any portable changeable
message signs used shall be included in the details.
3. The method to be used in, and the limits of, the obliteration of conflicting lines and
markings.
4. Type, location, and extent of new lines and markings.
5. Horizontal and vertical alignment and superelevation rates for detours, including cross -
section and profile grades along each edge of existing pavement.
6. Drainage details for temporary and permanent alignments.
7. Location, length, and /or spacing of channelization and protective devices (temporary
barrier, guardrail, barricades, etc.)
8. Starting time, duration and date of planned change.
9. For each traffic shift, a paving plan, erection plan, or work site plan, as appropriate,
detailing workforce, materials, and equipment necessary to accomplish the proposed
work. This will be the minimum resource allocation required in order to start the work.
A minimum of three copies of the above details shall be submitted to the Engineer for
approval at least 14 days prior to the anticipated traffic shift. The Contractor shall
have traffic control details for a traffic shift which has been approved by the Engineer
prior to commencement of the physical shift. All preparatory work relative to the traffic
shift, which does not interfere with traffic, shall be accomplished prior to the
designated starting time. The Engineer and the Contractor's representative will verify
that all conditions have been met prior to the Contractor obtaining materials for the
actual traffic shift.
150.02 TEMPORARY TRAFFIC CONTROL (TTC) ZONES:
A. DEVICES AND MATERIALS:
In addition to the other provisions contained herein, work zone traffic control shall be
accomplished using the following means and materials:
1. Portable Advance Warning Signs
Portable advance warning signs shall be utilized as per the requirements, of the
temporary traffic control plans. All signs shall meet the requirements of the MUTCD and
shall be NCHRP 350 crashworthy compliant.
2. Arrow Panels
Portable sequential or flashing arrow panels as shown in the Plans or Specifications for
use on Interstate or multi -lane highway lane closure only, shall be a minimum size of
48" high by 96" wide with not less than 15 lamps used for the arrow. The arrow shall
occupy virtually the entire size of the arrow panel and shall have a minimum legibility
distance of one mile. The minimum legibility distance is that distance at which the
arrow panel can be comprehended by an observer on a sunny day, or clear night.
Arrow panels shall be equipped with automatic dimming features for use during hours
of darkness. The arrow panels shall also meet the requirements for a Type C panel as
shown in the MUTCD. The sequential or flashing arrow panels shall not be used for
lane closure on two -lane, two -way highways when traffic is restricted to one -lane
operations in which case, appropriate signing, flaggers and when required, pilot
vehicles will be deemed sufficient.
The sequential or flashing arrow panels shall be placed on the shoulder at or near the
point where the lane closing transition begins. The panels shall be mounted on a
vehicle, trailer, or other suitable support. Vehicle mounted panels shall be provided
with remote controls. Minimum mounting height shall be seven feet above the
roadway to the bottom of the panel, except on vehicle mounted panels which should
be as high as practical.
For emergency situations, arrow display panels that meet the MUTCD requirements for
Type A or Type B panels may be used until Type C panels can be located and placed at
the site. The use of Type A and Type B panels shall be held to the minimum length of
time possible before having the Type C panel(s) in operation. The Engineer shall
determine when conditions and circumstances are considered to be emergencies. The
Contractor shall notify the Engineer, in writing, when any non - specification arrow
display panel(s) is being used in the work.
3. Portable Changeable Message Signs
Portable changeable message signs meeting the requirements of Section 632 and the
MUTCD. Any PCMS in use that is not protected by positive barrier protection shall be
delineated by a minimum of three drums that meet the requirement of Subsection
150.05.A.1. The drum spacing shall not exceed a maximum of ten (10') feet as shown
in Detail 150 -PCMS. When the PCMS is within twenty (20') feet of the opposing traffic
flow, the trailing end of the PCMS shall be delineated with a minimum of three drums
spaced in the same manner as the approach side of the PCMS.
7
When not in use the PCMS shall be removed from the roadway unless protected by
positive barrier protection. If the PCMS is protected by positive barrier protection the
sign panel shall be turned away from traffic when not in use.
4. Channelization Devices
Channelization devices shall meet the standards of the MUTCD and Subsection 150.05.
5. Temporary Barrier
Temporary barrier shall meet the requirements of Section 622.
6. Temporary Traffic Signals
Temporary traffic signals shall meet the requirements of Section 647 and the MUTCD.
7. Pavement Marking
Pavement marking incorporated into the work shall comply with Subsections 150.04.A
and 150.04.B.
8. Portable Temporary Traffic Control Signals
The use of Portable Temporary Traffic Control Signals shall meet the following
minimum requirements:
Only two -lane two -way roadways will be allowed to utilize Portable Temporary Traffic
Control Signals.
All portable traffic control signals shall meet the physical display and operational
requirements of conventional traffic signals described in the MUTCD.
Each signal face shall have at least three lenses. The lenses shall be red, yellow, or
green in color and shall give a circular type of indication. All lenses shall be twelve
(12 ") inches nominal in diameter.
A minimum of two signal faces shall face each direction of traffic. A minimum of one
signal head shall be suspended over the roadway travel lane in a manner that will allow
the bottom of the signal head housing to be not less than seventeen (17') feet above
and not more than nineteen (19') feet above the pavement grade at the center of the
travel lane. The second signal head may be located over the travel lane with the same
height requirements or the second signal head may be located on the shoulder. When
the signal head is located on the shoulder the bottom of the signal head housing shall
be at least eight (8') feet but not more than (15') feet above the pavement grade at
the center of highway.
Advance warning signage and appropriate pavement markings shall be installed as part
of the temporary signal operation.
The signals shall be operated in a manner consistent with traffic requirements. The
signals may be operated in timed -mode or in a vehicle- actuated mode. The signals
shall be interconnected in a manner to ensure that conflicting movements cannot
occur. To assure that the appropriate operating pattern including timing is displayed to
the traveling public, regular inspections including the use of accurate timing devices
shall be made by the Worksite Traffic Control Supervisor. If at any time any part of the
system fails to operate within these requirements then the use of the signal shall be
suspended and the appropriate flagging operation shall begin immediately.
The Worksite Traffic Control Supervisor (WTCS) shall continuously monitor the portable
traffic control signal to insure compliance with the requirements for maintenance under
the MUTCD. The signal shall be maintained in a manner consistent with the intention
of the MUTCD, with emphasis on cleaning of the optical system. Timing changes shall
be made only by the WTCS. The WTCS shall keep a written record of all timing
changes.
The portable temporary signal shall have two power sources and shall be capable of
running for seven calendar days continuously.
The Contractor shall have an alternate temporary traffic control plan in the event of
failure of the signal.
9. RUMBLE STRIPS
Rumble strips incorporated into the work shall meet the requirements of Section 429
and the MUTCD. Existing rumble strips that are positioned in the traveled way to warn
traffic of a stop condition shall be reinstalled based on the following requirements:
INTERMEDIATE SURFACES: Intermediate surfaces that will be in use for more than
forty-five (45) calendar days shall have rumble strips reinstalled on the traveled way in
the area of a stop condition. Non - refundable deductions in accordance with
Subsection 150.08 will be assessed for any intermediate surface in place for greater
than 45 days without rumble strips.
FINAL SURFACES: Rumble strips shall be installed on the final surface within fourteen
(14) calendar days of the placement of the final surface in the area of the stop
condition. Failure to install within fourteen (14) calendar days will result in assessment
of non - refundable deductions in accordance with Subsection 150.08.
Prior to the removal of any rumble strips located in the travelway, stop ahead (W3 -1a)
warning signs shall be double indicated ahead of the stop condition. These warning
signs shall be a minimum of 48 inches by 48 inches. The reflectorization of the
warning signs shall be as required by Subsection 150.01.D. These warning signs shall
remain in place until the rumble strips have been reinstalled on the traveled way. Any
existing warning signs for the stop ahead condition shall be removed or covered while
the 48" X 48" (W3 -1a) signs are in place. When the rumble strips have been
reinstalled these warning signs should be promptly removed and any existing signage
placed back in service.
10. GUARDRAIL: When the removal and installation of guardrail is required as a part of
the work the following time restrictions shall apply unless modified by the special
conditions:
MULTI -LANE HIGHWAYS: From the time that the existing guardrail or temporary
positive barrier protection is removed the Contractor has fourteen (14) calendar days to
install the new guardrail and anchors. During the interim, the location without guardrail
shall be protected with drums spaced at a maximum spacing of twenty (20') feet. The
maximum length of rail that can be removed at any time without being replaced with
positive barrier protection is a total of 2000 linear feet of existing rail or the total length
of one run of existing rail, whichever is less.
ALL OTHER HIGHWAYS: From the time that the existing guardrail is removed or from
the time that temporary positive barrier protection is removed the Contractor has thirty
(30) calendar days to install the new guardrail and anchors. During the interim, the
location without guardrail shall be protected with drums spaced at a maximum spacing
of twenty (20') feet. The maximum length of rail that can be removed at any time
without being replaced with positive barrier protection is a total of 1000 linear feet of
existing rail or the total length of one run of existing rail, whichever is less.
Based on existing field conditions, the Engineer may review the work and require that
the guardrail be installed earlier than the maximum time allowed above by giving
written notification to the Contractor via the TC -1 traffic control report.
ALL HIGHWAYS: The contractor shall install new guardrail such that traffic exposure to
fixed objects is minimized. Within the same work day, temporary attenuators, as defined
in Subsection 150.05.B, should be installed on the approach to fixed objects that can't
be protected with guardrail. Truck mounted attenuators may be used to shield exposed
fixed objects for periods not to exceed forty-eight (48) hours. No separate payment will
be made for truck mounted attenuators.
When the roadway is open to traffic, guardrail panels shall be lapped to comply with the
directional flow of traffic. Should the staging of the work require that the lap of the
guardrail be changed, this work shall be completed before the roadway is opened to
traffic. The work to change the lap of any guardrail shall be included in Traffic Control -
Lump Sum.
10
Failure to comply with the above time and quantity restrictions shall be considered as
non - compliance under Subsection 150.08.
11. STOP SIGN REGULATED INTERSECTIONS: For intersections that utilize stop
sign(s) to control the flow of traffic and to restrict the movement of vehicles, the stop
sign(s) shall be maintained for the duration of the work or until such time that the stop
condition is eliminated or until an interim or permanent traffic signal can be installed to
provide proper traffic control. The traffic signal shall be installed and properly
functioning before the removal of the existing stop sign(s) is permitted. If the existing
intersection is enhanced traffic control features such as stop bars, double indicated stop
signs, oversized signs, advanced warning stop ahead signs, rumble strips on the
approaches or flashing beacons located overhead or on the shoulders then these
features shall be maintained for the duration of the project or until the permanent traffic
control plan has been implemented.
Whenever the staging of the work requires that the traveled -way be relocated or
realigned the Contractor shall reinstall all enhanced traffic control features noted above
on the newly constructed sections of the work. The cost of relocating the stop bars,
stop signs, advanced warning signs, the rumble strips and the flashing beacons shall be
included in the price bid for Lump- Sum - Traffic Control unless individual pay items are
included in the contract for rumble strips and /or flashing beacons. When pay items are
included in the contract for rumble strips or flashing beacons then these items will be
paid per each.
When staging requires the relocation or realignment of an existing stop condition it may
be necessary to consider the addition of enhanced traffic control features even though
none existed at the original location. Horizontal and vertical alignment changes at a new
location may have decreased or restricted sight distance or the stop condition may occur
sooner than in the previous alignment. If these conditions occur then the Engineer
and /or the WTCS should consider additional measures to enhance the motorist's
awareness of the changes even though the staging plans may not address enhanced
features. Stop signs should be a minimum of 36 inches for interim situations. The use
of 48 inch stop signs may be warranted under project specific conditions. Flags may be
used on interim /permanent stop signs that are mounted at seven (7') feet in height for
a short duration in order to direct additional attention to a new or relocated stop sign(s).
Flags should not be used for durations exceeding two weeks unless unusual or site
specify conditions warrant a longer period of time. The use of Type "A" flashing red
light(s) attached to the stop sign(s) may be appropriate during the same period that the
flags are in use to increase attention.
The use of rumble strips and /or portable changeable message signs may be considered.
The use of new rumble strips, where none previously existed, shall have the prior
approval of District Traffic Operations before being included as part of the temporary
traffic control plan. The message(s) displayed on any PCMS shall have the prior
approval of the Engineer and the message(s) shall be included as part of the TTC plan
for the interim staging.
The placement of any additional interim ground- mounted signs and posts or stop bars
shall be considered as incidental to the price bid for Lump Sum- Traffic Control. The
installation of rumble strips, flashing beacons or the use of Portable Changeable
11
Message Signs (PCMS) shall be considered as Extra Work unless pay items are included
in the contract.
B. WORK ZONE RESTRICTIONS:
1. Interstate
The Contractor shall not simultaneously perform work on both the inside shoulder and
outside shoulder on either direction of traffic flow when the Work is within 12 feet of
the travel -way, unless such areas are separated by at least one -half mile of distance.
2. Non - Interstate Divided Highways
The Contractor shall not simultaneously perform work on both the inside shoulder and
outside shoulder on either direction of traffic flow when the Work is within 12 feet of
the travel -way, unless such areas are separated by at least one -half mile distance in
rural areas or at least 500 feet of distance in urban areas.
3. Non - Divided Highways
a. The Contractor shall not simultaneously perform work on opposite sides of the
roadway when the work is within 12 feet of the travel -way, unless such areas are
separated by at least one -half mile of distance in rural areas or at least 500 feet of
distance in urban areas.
b. On two -lane projects where full width sections of the existing subgrade, base or
surfacing are to be removed, and new base, subgrade, or surfacing are to be
constructed, the Contractor shall maintain one -lane traffic through the construction
area by removing and replacing the undesirable material for half the width of the
existing roadway at a time. Replacement shall be made such that paving is
completed to the level of the existing pavement in the adjacent lane by the end of
the workday or before opening all the roadway to traffic.
4. All Highways:
a. There shall be no reduction in the total number of available traffic lanes that
existed prior to construction except as specifically allowed by the Contract and as
approved by the Engineer.
b. Travelway Clearances: All portions of the work shall maintain the following
minimum requirements:
Horizontal: The combined dimensions of the paved shoulder and the roadway
surface remaining outside the Work Zone shall be no less than sixteen (16) feet in
width at any location.
Vertical: The overhead clearance shall not be reduced to less than fifteen (15) feet
at any location.
12
The restrictions above apply to all shifts, lane closures, on -site detours and off site
detours whether shown in the contract or proposed by the Contractor. It shall be
the responsibility of the Contractor to verify that these minimum requirements have
been met before proceeding with any phase of the Work.
Two -lane two -way roadways may have temporary horizontal restrictions of less
than sixteen (16) feet provided a flagger operation for one -way traffic is utilized to
restrict access to the work area by over -width loads. The minimum horizontal
clearance shall be restored before the flagging operation is removed.
c. Highway Work Zone: All sections or segments of the roadway under construction or
reconstruction shall be signed as a Highway Work Zone except non -state highway
two -lane two -way resurfacing projects. Two conditions can be applied to a Highway
Work Zone. Condition 1 is when no reduction in the existing speed limit is
required. Condition 2 is when worksite conditions require a reduction of the speed
limit through the designated Work Zone. Properly marking a Highway Work Zone
shall include the following minimum requirements:
1. NO REDUCTION IN THE EXISTING POSTED SPEED LIMIT IN HIGHWAY WORK
ZONE:
a) Signage (Detail 150 - HWZ -1) shall be posted at the beginning point of the
Highway Work Zone warning the traveling public that increased penalties
for speeding violations are in effect. The HWZ -2 sign shall be placed a
minimum of six hundred (600') feet in advance of the Highway Work Zone
and shall not be placed more than one thousand (1000') feet in advance of
the Work Zone. If no speed reduction is required it is recommended that
the HWZ -2 be placed at 750 feet from the work area between the ROAD
WORK 500 FT. and the ROAD WORK 1000 FT. signs.
HWZ -2 signs shall be placed at intervals not to exceed one mile for the
length of the project. HWZ -2 signs should be placed on the mainline after
all major intersections except State Routes. State Routes shall be signed as
per the requirements for intersecting roadways below.
b) The existing speed limit shall be posted at the beginning of the Work Zone.
Existing Speed Limit signs (R2 -1) shall be maintained.
c) INTERSECTING ROADWAYS: Intersecting state routes shall be signed in
advance of each intersection with the Work Zone with a HWZ -2 sign to
warn motorists that increased fines are in effect. All other intersecting
roadways that enter into a designated Highway Work Zone may be signed
in advance of each intersection with the Work Zone. When construction
equipment and personnel are present in the intersection on the mainline of
a multi -lane roadway, the intersecting side roads shall be signed in advance
with HWZ -2 signs. As soon as the work operation clears the intersection
the signage may be removed.
d) Sign HWZ -3 shall be posted at the end of the Highway Work Zone
indicating the end of the zone and indicating that increased penalties for
speeding violations are no longer in effect.
13
e) When a designated Highway Work Zone is no longer necessary all signs
shall be removed immediately.
2. REDUCING THE SPEED LIMIT IN A HIGHWAY WORK ZONE:
Highway Work Zone signs shall be posted as required in Condition 1 above.
For limited access (interstate) highways and controlled access multi -lane
divided highways the posted speed limit shall be reduced as required below.
Speed Limit signage (R2 -1) for the reduced speed limit shall be erected at the
beginning of the work zone. Additional signs shall be placed to ensure that the
maximum spacing of the reduced speed limit signs shall be no greater than one
(1) mile apart. Existing speed limit signs shall be covered or removed. On
multi -lane divided highways the speed limit signs shall be double indicated
when the reduced speed is in use.
When any one or more of the following conditions exist and the existing speed
limit is 65 mph or 70 mph, the speed limit shall be reduced by 10 mph. If the
existing speed limit is 60 mph, the speed limit should be reduced by 5 mph. If
the existing speed limit is 55 mph or less, the Contractor can only reduce the
speed limit with the prior approval of the Engineer. The reduction in the speed
limit shall be no greater than 10 mph:
a) Lane closure(s) of any type and any duration.
b) The difference in elevation exceeds two inches adjacent to a travel lane as
shown in Subsection 150.06, Detail 150 -B, Detail 150 -C.
c) Any areas where equipment or workers are within ten feet of a travel lane.
d) Temporary portable concrete barriers located less than two (2') feet from
the traveled way.
e) As directed by the Engineer for conditions distinctive to this project.
When the above conditions are not present the speed limit shall be immediately
returned to the existing posted speed limit. A speed reduction shall not be put
in place for the entire length of the project unless conditions warranting the
speed reduction are present for the entire project length. All existing speed
limit signs within the temporary speed reduction zone shall be covered or
removed while the temporary reduction in the speed limit is in effect. All signs
shall be erected to comply with the minimum requirements of the MUTCD.
As a minimum the following records shall be kept by the WTCS:
a) Identify the need for the reduction.
b) Record the time of the installation and removal of the temporary reduction.
c) Fully describe the location and limits of the reduced speed zone.
d) Document any accident that occurs during the time of the reduction.
A copy of the weekly records for reduced speed zones shall be submitted to the
Engineer.
14
Reduced speed zones shall, as a minimum, be signed as per Detail 150- HWZ -1.
Interim signs shall meet the requirements of Subsection 150.03 D. Additional
signs may be necessary to adjust for actual field conditions.
When a pilot vehicle is used on a two -lane two -way roadway the speed limit
should not be reduced. For special conditions specific to the work, on two -lane
two -way roadways or multi -lane highways, the contractor may reduce the
posted speed limit with the prior approval of the Engineer.
5. MILLED SURFACE RESTRICTIONS:
Unless modified by the special conditions, a milled surface on any asphaltic concrete
surface shall not be allowed to remain open to traffic for a period of time that exceeds
thirty (30) calendar days.
6. INSTALLATION /REMOVAL OF WORK AREA SIGNAGE:
No payment will be made for Traffic Control -Lump Sum until the Work has actually
started on the project. The installation of traffic control signage does not qualify as
the start of work. Advanced warning signs shall not be installed until the actual
beginning of work activities. Any permanent mount height signs installed as the work
is preparing to start shall be covered until all signs are installed unless all signs are
installed within seven (7) calendar days after beginning installation.
All temporary traffic control devices shall be removed as soon as practical when these
devices are no longer needed. When work is suspended for short periods of time,
temporary traffic control devices that are no longer appropriate shall be removed or
covered.
All construction warning signs shall be removed within seven (7) calendar days after
time charges are stopped or pay items are complete. If traffic control devices are left
in place for more than ten (10) calendar days after completion of the Work, the
Department shall have the right to remove such devices, claim possession thereof,
and deduct the cost of such removal from any monies due, or which may become
due, the Contractor.
PUNCHLIST WORK: Portable signs shall be utilized to accomplish the completion of all
punchlist items. The portable signs shall be removed daily. All permanent mount
height signs shall be removed prior to the beginning of the punchlist work except
"Low /Soft Shoulder" signs and any signs that have the prior written approval of the
Engineer to remain in place while the punchlist work is in progress.
Failure to promptly remove the construction warning signs within the seven (7)
calendar days after the completion of the Work or failure to remove or cover signs
when work is suspended for short periods of time shall be considered as non-
performance under Subsection 150.08.
SNS S '2-2k11. (IINY '
id:A1VA 'A . 3 '1 -4H L1J V S151 S
Z1S 0 dYaNV iS SISC S.) 1
CIHIIA I 0
CNV 1.1.ViS a OJ SLM NN4OFS STZ I S Aff.I.1S
IN TH)
c3aV8S JS HS 1AN111
01.1 NO I 01W SNT.I a
NIII S11-11 wi„J
LON
JINS1 ON1 nj
A
NO
- 3NO Did
Iii011)1d1SW3D
01. , t,01eid
11h1 CT.:73,7IS
'ON ;S J KA (If!
NOd -- Si I 11 V 1 Eki
C33dS
714 H
101•■•■-.L NW-
KVV 00
fk 9 X
S113 1 it NI
IvA Hd d 018d 3N1 3111.1
i 1 , I.3.?„;i3 (17] ria"..3:•:1
„
•
••••
le4rh`o,
NO2 dille!. A.VM D qS1+IJ 1 S C
MOT IT, ZHSA.i.- V IN 1150 1 S 0'i 1 I155,S71..i.NA 17t;
GIldS
15. : I ;I I cr31 I
19 1 . 1t7t - I'S D=. : S 1155 1111- I 1 Ill GI, V JI.J.
009
114111
allIs
cod
'H AOJi I 3r1C T2
N3 Am Eu TivHs W.:) I S SI -11
Cjifl;" X „
fr
daillICHS NV 1 C L I A Cik.V &JO - CONS _ 1 1 1 ) 1 ' ` . (1111J UJN J Id0Uu
71111 TiVHS ON1 NC I S A,VMHO I I- 1 T AT 11INV1- I 11nN Ili [71 Ji'A
A107
it )VM H 1 NO I )fli:Fid 1 'IA d
I IIIIII 1•111P • MI NMI • • MN MN • OM MIN MEI MI INII MN 11111111
40"
8"t 32"
1 26"
48"
HWZ-2
17
15 18 15"
FAES
6"k 36 6"
CRE4SEry
----
22 " 13 "-
-U
HkijE
r_00
4"
5"
3I4" MARGIN
A 1 BORDER
13" RADIUS
3 "
4 11
6"
3"
6"
6" SER. "C"
1 BAR
6" SER. "C"
6" SER. "C"
3"
6 6" SER. "C"
3"
2G 1 BAR
411 4" SER. "D"
::=17-1W
4" 4" SER. "D
COLORS
TOP PANEL
LEGEND & BORDER - BLACK (NON-REEL)
BACKGROUND - FLUORESENT ORANGE
(ASTM TYPE VII, VIII, IX or X)
MIDDLE & BOTTOM PANELS
LEGEND & BORDER - BLACK (NON-REEL)
BACKGROUND - WHITE (ASTM TYPE III OR IV REFL SHEETING)
NOTES:
1. ALL HWZ-2 SIGN PANELS SHALL BE RIGID.
2. THE SIZE OF THE HWZ-2 SIGN SHALL NOT BE REDUCED FOR USE
ON TWO-LANE ROADWAYS.
60"
4 " f
40"
15
18
48"
HWZ -3
18
13/4" MARGIN
1 14" BORDER
3" RAD[US
6" SER. "C"
1 BAR
6" SER."C"
6" SER."C"
6" SER. "C"
6" SER."C"
COLORS
TOP PANEL
LEGEND & BORDER - BLACK (NON -REFL)
BACKGROUND - FLUORESENT ORANGE
(ASTM TYPE VII. VIII. IX or X)
BOTTOM PANEL
LEGEND & BORDER - BLACK (NON -REFL)
BACKGROUND - WHITE (ASTM TYPE III OR IV REFL SHEETING)
NOTES:
1. ALL HWZ -3 SIGN PANELS SHALL BE RIGID.
2. THE SIZE OF THE HWZ -3 SIGN SHALL NOT BE REDUCED FOR USE
ON TWO -LANE ROADWAYS.
C. LANE CLOSURES:
1. Approval /Restrictions
All lane closures of any type or duration shall have the prior approval of the Engineer.
a. The length of a lane closure shall not exceed two (2) miles in length excluding the
length of the tapers unless the prior approval of the Engineer has been obtained.
The Engineer may extend the length of a lane closure based upon field conditions
however the length of a workzone should be held to the minimum length required
to accomplish the Work. Lane closures shall not be spaced closer than one mile.
The advanced warning signs for the project should not overlap with the advanced
warning signs for lane shifts, lane closures, etc.
b. Lane closures that require same direction traffic to be split around the Work Area
will not be approved for roadways with posted speeds of 35 mph or greater,
excluding turn lanes.
c. For Interstate, Limited Access and Multi -lane Divided Highways, a Portable
Changeable Message Sign (PCMS) shall be placed one (1) mile in advance of a lane
closure with a message denoting the appropriate lane closure one mile ahead. The
Portable Changeable Message Sign (PCMS) shall be placed on the outside shoulder
in accordance with Detail 150 -PCMS. This is in addition to the other traffic control
devices required by Standard 9106.
2. Removal Of Lane Closures
To provide the greatest possible convenience to the public in accordance with
Subsection 107.07, the Contractor shall remove all signs, lane closure markings, and
devices immediately when lane closure work is completed or temporarily suspended for
any length of time or as directed by the Engineer. All portable signs and portable sign
mounting devices shall be removed from the roadway to an area which will not allow
the sign to be visible and will not allow the sign or sign mounting device to be
impacted by traffic.
3. Exit And Entrance Ramps
On multilane highways where traffic has been shifted to the inside lanes, the exit and
entrance ramps shall have channelization devices placed on both sides of the ramp.
This requirement will apply to any situation where traffic is shifted to contra flows or
inside staging lanes to facilitate reconstruction work in the vicinity of exit and entrance
ramps. The temporary ramp taper length shall be greater than, or equal to, the existing
taper length. Interim EXIT gore signs shall be placed at the ramp divergence. The
"EXIT OPEN" sign shown in Figure TA -42 of the MUTCD shall be utilized. For exit
ramps, channelization device spacing shall be decreased to 10 feet for 200 feet in
advance of the temporary gore, and be decreased to 10 feet for the first 100 feet of
the temporary gore.
4. Lane Drop /Lane Closure
The first seven (7) calendar days of any lane closure shall be signed and marked as per
Standard 9106 or 9107. However, lane closures that exist for a duration longer than
seven (7) calendar days may be signed and marked as per the details in Standard
9121, provided the prior approval of the Engineer is obtained. The approved lane drop
19
shall utilize only the signs and markings shown for the termination end of the lane drop
in Standard 9121. All warning signs in the lane drop sequence shall be used. Drums
may be substituted for the Type I Crystal Delineators at the same spacing.
5. Termination Area
The transition to normal or full width highway at the end of a lane closure shall be a
maximum of 150 feet.
D. TRAFFIC PACING METHOD:
1. Pacing Of Traffic
With prior approval from the Engineer, traffic may be paced allowing the Contractor up
to ten (10) minutes maximum to work in or above all lanes of traffic for the following
purposes:
a. Placing bridge members or other bridge work.
b. Placing overhead sign structures.
c. Other work items requiring interruption of traffic.
The Contractor shall provide a uniformed police officer with patrol vehicle and blue
flashing light for each direction of pacing. The police officer, Engineer, and flaggers at
ramps shall be provided with a radio which will provide continuous contact with the
Contractor.
When ready to start the work activity, the police vehicle will act as a pilot vehicle
slowing the traffic thereby providing a gap in traffic allowing the Contractor to perform
the Work. Any on -ramps between the pace and the work area shall be blocked during
pacing of traffic, with a flagger properly dressed and equipped with a Stop /Slow
paddle. Each ramp should be opened after the police vehicle has passed.
Pilot vehicles shall travel at a safe pace speed, desirably not less than 20 mph
interstate and 10 mph non - interstate. The Contractor shall provide a vehicle to
proceed in front of the police vehicle and behind the other traffic in order to inform the
Contractor's work force when all vehicles have cleared the area.
Traffic will not be permitted to stop during pacing except in extreme cases as approved
by the Engineer.
2. Methods Of Signing For Traffic Pacing
At a point not less than 1,000 feet in advance of the beginning point of the pace, the
Contractor shall erect and cover a W- special sign (72 inch x 72 inch) with a Type "B"
flashing light, with the legend "TRAFFIC SLOWED AHEAD SHORT DELAY" (See Detail
150 -A). A portable changeable message sign may be used in lieu of the W- special
sign. On divided highways this sign shall be double indicated. A worker with a two -
way radio shall be posted at the sign, and upon notice that the traffic is to be paced
shall turn on the flashing light and reveal the sign. When traffic is not being paced, the
flashing light shall be turned off and the sign covered or removed. W- special signs are
reflectorized black on orange, Series "C" letter and border of the size specified.
20
DETAIL
21
E. CONSTRUCTION VEHICLE TRAFFIC
The Contractor's vehicles shall travel in the direction of normal roadway traffic and
shall not reverse direction except at intersections, interchanges, or approved
temporary crossings. The Contractor may submit a plan requesting that construction
traffic be allowed to travel in the opposite direction of normal traffic when it would
be desirable to modify traffic patterns to accommodate specific construction
activities.
Prior approval of the Engineer shall be obtained before any construction traffic is
allowed to travel in a reverse direction. If the Contractor's submittal is approved the
construction traffic shall be separated from normal traffic by appropriate traffic
control devices.
F. ENVIRONMENTAL IMPACTS TO THE TEMPORARY TRAFFIC CONTROL (TTC)
PLAN
The Contractor shall ensure that dust, mud, and other debris from construction
activities do not interfere with normal traffic operations or adjacent properties. All
outfall ditches, special ditches, critical storm drain structures, erosion control
structures, retention basins, etc. shall be constructed, where possible, prior to the
beginning of grading operations so that the best possible drainage and erosion
control will be in effect during the grading operations, thereby keeping the roadway
areas as dry as possible.
Areas within the limits of the project which are determined by the Engineer to be
disturbed or damaged due either directly or indirectly from the progress or the lack
of progress of the work shall be cleaned up, redressed, and regrassed. All surplus
materials shall be removed and disposed of as required. Surplus materials shall be
disposed of in accordance with Section 201 of the Specifications.
G. EXISTING STREET LIGHTS
Existing street lighting shall remain lighted as long as practical and until removal is
approved by the Engineer.
H. NIGHTWORK
Adequate temporary lighting shall be provided at all nighttime work sites where
workers will be immediately adjacent to traffic.
I. CONSTRUCTION VEHICLES IN THE WORKZONE
The parking of Contractor's and /or workers personal vehicles within the work area or
adjacent to traffic is prohibited. It shall be the responsibility of the Worksite Traffic
Control Supervisor to ensure that any vehicle present at the worksite is necessary for
the completion of the work.
22
3. ENCROACHMENTS ON THE TRAVELED -WAY
The Worksite Traffic Control Supervisor (WTCS) shall monitor the work to ensure
that all the rocks, boulders, construction debris, stockpiled materials, equipment,
tools and other potential hazards are kept clear of the travelway. These items shall
be stored in a location, in so far as practical, where they will not be subject to a
vehicle running off the road and striking them.
K. PEDESTRIAN CONSIDERATIONS
All existing pedestrian facilities, including access to transit stops, shall be maintained.
Where pedestrian routes are closed, alternate routes shall be provided. Closures of
existing, interim and final pedestrian facilities shall have the prior written approval of
the Engineer. When existing pedestrian facilities are disrupted, closed or relocated in
a TTC zone, the temporary facilities shall be detectable and shall include accessibility
features consistent with the features present in the existing pedestrian facility.
Pedestrian facilities are considered improvements and provisions made to
accommodate or encourage walking. Whenever a sidewalk is to be closed, the
Engineer shall notify the maintaining agency two (2) weeks prior to the closure. Prior
to closure, detectable barriers (that are detectable by a person with a visual disability
traveling with the aid of a long cane), as described by the MUTCD, shall be placed
across the full width of the closed sidewalk. Barriers and channelizing devices used
along a temporary pedestrian route shall be in compliance with the MUTCD.
Temporary Traffic Control devices used to delineate a Temporary Traffic Control
zone pedestrian walkway shall be in compliance with Subsection 150.01.E.
Temporary Traffic Control devices and construction material shall not intrude into the
usable width of the pedestrian walkway. Signs and other devices shall be placed
such that they do not narrow or restrict any pedestrian passage to less than 48
inches.
A pedestrian walkway shall not be severed or relocated for non - construction
activities such as parking for construction vehicles and equipment. Movement by
construction vehicles and equipment across designated pedestrian walkways should
be minimized. When necessary, construction activities shall be controlled by flaggers.
Pedestrian walkways shall be kept free of mud, loose gravel or other debris.
When temporary covered walkways are used, they shall be lighted during nighttime
hours. When temporary traffic barrier is used to separate pedestrian and vehicular
traffic, the temporary barrier shall meet NCHRP -350 Test Level Three. The barrier
ends shall be protected in accordance with Georgia Standard 4960. Curbing shall not
be used as a substitute for temporary traffic barriers when temporary traffic barriers
are required. Tape, rope or plastic chain strung between temporary traffic control
devices are not considered as detectable and shall not be used as a control for
pedestrian movements.
The WTCS shall inspect the activity area daily to ensure that effective pedestrian TTC
is being maintained. The inspection of TTC for pedestrian traffic shall be included as
part of the TC -1 report.
23
1. Temporary Pedestrian Facilities
Temporary pedestrian facilities shall be detectable and include accessibility
features consistent with the features present in the existing pedestrian facility.
The geometry, alignment and construction of the facility should meet the
applicable requirements of the "Americans with Disabilities Act Accessibility
Guidelines for Buildings and Facilities (ADAAG) ".
a. Temporary Walkways with Detectable Edging
A smooth, continuous hard surface (firm, stable and slip resistant) shall be
provided throughout the entire length of the temporary pedestrian facility.
Compacted soils, sand, crushed stone or asphaltic pavement millings shall
not be used as a surface course for walkways.
Temporary walkways shall include detectable edging as defined in the
MUTCD. When temporary traffic barrier is included as a pay item in the
contract and where locations identified on the plans for positive protection
will also allow them to serve as pedestrian detectable edging, payment will
be made for the temporary traffic barrier in accordance with Section 622. No
payment will be made for temporary walkways with Detectable Edging
where existing pavements or existing edging (that meets the requirements
of MUTCD) are utilized as temporary walkways. Payment for temporary
detectable edging, including approved barriers and channelizing devices,
installed on, existing pavements shall be included in Traffic Control -Lump
Sum.
Regardless of the materials used, temporary walkways shall be constructed
of sufficient thickness and durability to withstand the intended use for the
duration of the construction project. If concrete or asphalt is used as the
surface course for the walkway, it shall be a minimum of one and one -half
inches (1 -1/2 ") thick. Temporary walkways constructed across unimproved
streets and drives shall be a minimum thickness of four inches (4 ") for
concrete and three inches (3 ") for asphalt. Joints formed in concrete
sidewalks shall be in accordance with Section 441. Concrete surfaces shall
have a broom finish.
If plywood is used as a walkway, it must be a minimum of three quarters of
an inch (3/4 ") thick pressure treated and supported with pressure treated
longitudinal joists spaced a maximum of sixteen inches (16 ") on center. The
plywood shall be secured to the joist with galvanized nails or galvanized
deck screws. Nails and screws shall be countersunk to prevent snagging or
tripping the pedestrians. A slip resistant friction course shall be applied to
any plywood surface that is used as a walkway. Any slip resistant material
used shall have the prior written approval of the engineer.
The contractor may propose alternate types of Temporary Walkways
provided the contractor can document that the proposed walkway meets the
requirements of the "Americans with Disabilities Act Accessibility Guidelines
for Buildings and Facilities (ADAAG) ". Alternate types of Temporary
Walkways shall have the prior written approval of the engineer.
24
Temporary walkways shall be constructed and maintained so there are no
abrupt changes in grade or terrain that could cause a tripping hazard or
could be a barrier to wheelchair use. The contractor shall construct and
maintain the walkway to ensure that joints in the walkway have a vertical
difference in elevation of no more than one quarter (1/4 ") of an inch and
that the horizontal joints have gaps no greater than one half (1/2 ") of an
inch. The grade of the temporary walkway should parallel the grade of the
existing walkway or roadway and the cross slope should be no greater than
2 %.
A width of sixty (60 ") inches, if practical, should be provided throughout the
entire length of any temporary walkway. The temporary walkway shall be a
minimum width of forty eight inches (48 "). When it is not possible to
maintain a minimum width of sixty inches (60 ") throughout the entire length
of temporary walkway, a sixty inch (60 ") by sixty inch (60 ") passing space
should be provided at least every two hundred feet (200 Ft.), to allow
individuals in wheelchairs to pass.
Temporary walkways shall be constructed on firm subgrade. Compact the
subgrade according to Section 209. Furnish and install any needed
temporary pipes prior to constructing any walkway to ensure positive
drainage away from or beneath the temporary walkway. Once the walkway
is no longer required, remove any temporary materials and restore the area
to the original conditions or as shown in the plans.
b. Temporary Curb Cut Wheelchair Ramps
Temporary curb cut wheelchair ramps shall be constructed in accordance
with Section 441 and Detail A -3. Ramps shall also include a detectable
warning surface in accordance with Detail A -4. Other types of material for
the construction of the temporary curb cut wheelchair ramps, including the
detectable warning surface, may be used provided the contractor can provide
documentation that the material to be used meets the requirements of the
"Americans with Disabilities Act Accessibility Guidelines for Buildings and
Facilities (ADAAG) ". When a wheelchair ramp is no longer required, remove
the temporary materials and restore the area to existing conditions or as
shown in the plans. For the items required to restore the area to original
conditions or as shown in the plans, measures for payment shall be covered
by contract pay items. If pay items are not included in the contract, then
payment for these items shall be included in Traffic Control -Lump Sum.
c. Temporary Audible Information Device
Temporary audible information devices, when shown in the plans, shall be
installed in compliance with the "Americans with Disabilities Act Accessibility
Guidelines for Buildings and Facilities (ADAAG) ". The devices shall be
installed in accordance with the manufacturer's recommendations. Prior to
installation, the contractor shall provide the engineer with a set of
manufacturer's drawings detailing the proper installation procedures for each
device. When no longer required, the devices shall remain the property of
the contractor.
25
150.03 SIGNS:
L. TRAFFIC SIGNALS
If the sequence of operations, staging, or the temporary traffic control plan requires
the relocation or shifting of any components of an existing traffic signal system then
any work on these traffic signals will be considered as part of Lump Sum- Traffic
Control. The contractor becomes responsible for the maintenance of these traffic
signals from the time that the system is modified until final acceptance. The
maintenance of traffic signals that are not a part of the work and are not in conflict
with any portion of the work shall not be the responsibility of the contractor.
When construction operations necessitate an existing traffic signal to be out of
service, the Contractor shall furnish off -duty police officers to regulate and maintain
traffic control at the site. Off -duty police officers should be used to regulate and
maintain traffic control at signal sites when lane closures or traffic shifts block or
restrict movements causing interference with normal road user flows and will not
allow the activated traffic signal to guide the traffic through the signal site.
M. REMOVAL /REINSTALLATION OF MISCELLANEOUS ITEMS
In the prosecution of the Work, if it becomes necessary to remove any existing
signs, markers, guardrail, etc. not covered by specific pay item, they shall be
removed, stored and reinstalled, when directed by the Engineer, to line and grade,
and in the same condition as when removed.
N. Signalized Intersections
Off duty police officers shall be used to regulate and maintain traffic control at
functioning signalized intersections when lane closures or traffic shifts block or
restrict movements causing interference with road user flows and will not allow
the activated traffic signal to guide the traffic through the signal site. This work
is considered incidental and shall be included in the overall price bid for traffic
control.
A. SIGNING REQUIREMENTS OF THE TEMPORARY TRAFFIC CONTROL (TTC)
PLAN
When existing regulatory, warning or guide signs are required for proper traffic and
pedestrian control the Contractor shall maintain these signs in accordance with the
temporary traffic control (TTC) plan. The Contractor shall review the status of all
existing signs, interim signs added to the work, and permanent sign installations that
are part of the work to eliminate any conflicting or non - applicable signage in the TTC
Plan. The Contractor's review of all signs in the TTC Plan shall establish compliance
with the requirements of the MUTCD and Section 150. Any conflicts shall be
reported to the Engineer immediately and the WTCS shall take the necessary
measures to eliminate the conflict.
26
The Contractor shall make every effort to eliminate the use of interim signs as soon
as the Work allows for the installation of permanent signs.
All existing illuminated signs shall remain lighted and be maintained by the
Contractor.
Existing street name signs shall be maintained at street intersections.
B. CONFLICTING OR NON - APPLICABLE SIGNS
Any sign(s) or portions of a sign(s) that are not applicable to the TTC plan shall be
covered so as not to be visible to traffic or shall be removed from the roadway when
not in use. The WTCS shall review all traffic shifts and changes in the traffic
patterns to ensure that all conflicting signs have been removed. The review shall
confirm that the highest priority signs have been installed and that signs of lesser
significance are not interfering with the visibility of the high priority signs. High
priority signs include signs for road closures, shifts, detours, lane closures and
curves. Any signs, such as speed zones and speed limits, passing zones, littering
fines and litter pick up, that reference activities that are not applicable due to the
presence of the Work shall be removed, stored and reinstalled when the Work is
completed.
Failure to promptly eliminate conflicting or non - applicable signs shall be considered
as non - performance under Subsection 150.08.
C. REMOVAL OF EXISTING SIGNS AND SUPPORTS
The Contractor shall not remove any existing signs and supports without prior
approval from the Engineer. All existing signs and supports which are to be removed
shall be stored and protected if this material will be required later in the work as part
of the TTC plan. If the signs are not to be utilized in the work then the signs will
become the property of the Contractor unless otherwise specified in the contract
documents.
D. INTERIM GUIDE, WARNING AND REGULATORY SIGNS
Interim guide, warning, or regulatory signs required to direct traffic and pedestrians
shall be furnished, installed, reused, and maintained by the Contractor in accordance
with the MUTCD, the Plans, Special Provisions, Special Conditions, or as directed by
the Engineer. These signs shall remain the property of the Contractor. The bottom
of all interim signs shall be mounted at least seven (7') feet above the level of the
pavement edge when the signs are used for long -term stationary operations as
defined by Section 6G.02 of the MUTCD. Special Conditions under Subsection
150.11 may modify this requirement.
Portable signs may be used when the duration of the work is less than three (3) days
or as allowed by the special conditions in Subsection 150.11. Portable signs shall be
27
used for all punchlist work. All portable signs and sign mounting devices utilized in
work shall be NCHRP 350 compliant. Portable interim signs shall be mounted a
minimum of one (1') foot above the level of the pavement edge for directional traffic
of two (2) lanes or Tess and a minimum of seven (7') feet for directional traffic of
three (3) or more lanes. Signs shall be mounted at the height recommended by the
manufacturer's crashworthy testing requirements. Portable interim signs which are
mounted at less than seven (7') feet in height may have two 18 inch x 18 inch
fluorescent red- orange or orange -red warning flags mounted on each sign.
All regulatory sign blanks shall be rigid whether the sign is mounted as a portable
sign, on a Type III barricade or as a permanent mount height sign.
Any permanent mount height interim sign that is designed to fold in half to cover a
non - applicable message on the sign shall have reflectorized material on the folded
over portion of the sign. The reflectorized material shall be orange in color with a
minimum of ASTM Type I engineering grade sheeting with a minimum area of six
inches by six inches (6" x 6 ") facing the direction of traffic at all times when the sign
is folded.
Interim signs may be either English or metric dimensions.
E. EXISTING SPECIAL GUIDE SIGNS
Existing special guide signs on the Project shall be maintained until conditions
require a change in location or legend content. When change is required, existing
signs shall be modified and continued in use if the required modification can be
made within existing sign borders using design requirements (legend, letter size,
spacing, border, etc.) equal to that of the existing signs, or of Subsection 150.03.E.2.
Differing legend designs shall not be mixed in the same sign.
1. Special Guide Signs
Special guide signs are those expressway or freeway guide signs that are
designed with a message content (legend) that applies to a particular roadway
location. When an existing special guide sign is in conflict with work to be
performed, the Contractor shall remove the conflicting sign and reset it in a new,
non - conflicting location which has been approved by the Engineer.
2. Interim Special Guide Signs
When it is not possible to utilize existing signs, either in place or relocated, the
Contractor shall furnish, erect, maintain, modify, relocate, and remove new
interim special guide signs in accordance with the Plans or as directed by the
Engineer. Interim special guide signs that may be required in addition to, or a
replacement for, existing expressway and freeway (interstate) signs shall be
designed and fabricated in compliance with the minimum requirements for guide
signing contained in Part 2E "Guide Signs Expressway" and Part 2F "Guide Signs
Freeways" of the MUTCD, except that the minimum size of all letters and
numerals in the names and places, streets and highways on all signs shall be 16
inches Series "E" initial upper -case and 12 inches lower -case. All interstate
shields on these signs shall be 48 inches and 60 inches for two- numeral and
three - numeral routes, respectively.
28
The road name of the exit or route shield shall be placed on the exit gore sign.
3. Interim Overhead Guide Sign Structures
Interim overhead special guide sign structures are not required to be lighted
unless specifically required by the Plans. If lighting is required the sign shall be
lighted as soon as erected and shall remain lighted, during the hours of
darkness, until the interim sign is no longer required. The Contractor shall notify
the Power Company at least thirty (30) days prior to desired connection to the
power source.
4. Permanent Special Guide Signs
The installation of new permanent special guide signs and the permanent
modification or resetting of existing special guide signs, when included in the
contract, shall be accomplished as soon as practical to minimize the use of
interim special guide signs. If lighting is required by the Plans, all new
permanent overhead special guide signs shall be lighted as soon as erected.
F. MATERIALS- INTERIM SIGNS:
1. Posts
Permanent mounting height of seven (7') feet- Posts for all interim signs shall
meet the requirements of Section 911 except that green or silver paint may be
used in lieu of galvanization for steel posts or structural shape posts. Within the
limits of a single project, all metal posts shall be the same color. Wood posts are
not required to be pressure treated. Ground mounted sign(s) greater than nine
(9) square feet shall be mounted on two posts.
Interim posts may be either metric or English in dimensions.
Posts for all interim signs shall be constructed to yield upon impact unless the
posts are protected by guardrail, portable barrier, impact attenuator or other
type of positive barrier protection. Unprotected posts shall meet the breakaway
requirements of the "1994 AASHTO Standard Specifications for Structural
Support for Highway Signs, Luminaries and Traffic Signals ". Unprotected interim
posts shall be spliced as shown in Detail 150 -F unless full length unspliced posts
are used.
Unprotected post splices will not be permitted any higher than four inches above
the ground line to lessen the possibility of affecting the undercarriage of a
vehicle. Installation of posts may require establishment of openings in existing
pavements, islands, shoulders etc.
U- CHANNEL
SIGN POST
STUB POST
5 /6" WASHER
2 EA. 5 /6° DIA. BOLTS
PER CONNECTION
SPACER (THICKNESS VARIES)
(OPTIONAL)
5 %6' STEEL
LOCK WASHER
2 BOLTS
PER SPLICE
4' OVERLAP
` TRAFFIC FLOW
POST SHALL EXTEND
6° MINIMUM BELOW
GROUND LEVEL
U- CHANNEL SIGN
POST
MAXIMUM
STUB HEIGHT
I CORNER BOLT
PER SPLICE
4 ' MAXIMUM
10' OVERLAP ^ l STUB HEIGHT
W�111{ �
U- CHANNEL SIGN
I - POST STUB POST
SQUARE SIGN TUBE POST
- --
DETAIL 150 -F
SQUARE SIGN TUBE POST
SERRATED FLANGE NUT
5 /6 " -18
r
MEDIUM CORNER BOLT
M6' - 18
TRAFFIC FLOW
GROUND LINE
POST EMBEDMENT DEPTH
3' -0' MIN.
4' 0' IN COASTAL
PLAIN REGIONS
2. Sign Blanks And Panels- Permanent mounting height of seven (7') feet -
All sign blanks and panels shall conform to Section 912 of the Specifications
except that blanks and panels may be ferrous based or other metal alloys. Type
1 and Type 2 sign blanks shall have a minimum thickness of 0.08 inches
regardless of the sign type used. Alternative sign blank materials (composites,
poly carbonates, fiberglass reinforced plastics, recycled plastics, etc.) shall have a
letter of approval from the Office of Materials and Research for use as interim
construction signs before these materials are allowed to be incorporated into the
work unless these rigid sign blanks are currently approved as a crashworthy sign
blank material under QPL 34. The back side of sign panels shall be painted
orange to prevent rust if other metals are used in lieu of aluminum. Plywood
blanks or panels will not be permitted. The use of flexible signs will not be
permitted for permanent mount height signs.
Interim blanks and panels may be either metric or English in dimensions.
3. Portable Sign Mounting Devices, Portable Sign Blanks-
All portable sign mounting devices and sign blanks utilized in the work shall be
NCHRP 350 Test Level III compliant. All portable sign mounting devices and sign
blanks shall be from the Qualified Products List. Any sign or sign mounting
device shall have an identifying decal, logo, or manufacturer's stamping that
clearly identifies the device as NCHRP 350 compliant. The required decal, logo or
manufacturer's stamping shall not be displayed on the message face of the sign.
The Contractor may be required to provide certification from the Manufacturer as
proof of NCHRP 350 compliance. All portable signs shall be mounted according
to height requirements of Subsection 150.03.D.
G. SIGN VISIBILITY AND OFFSETS
All existing, interim and new permanent signs shall be installed so as to be
completely visible for an advance distance in compliance with the MUTCD. Any
clearing required for maintaining the line of sight to existing, interim or permanent
signs shall be done as part of the requirements of the TTC plan. The clearing shall
include any advance warning signs, both interim and permanent, that are installed as
a part of the work including advance warning signs that are installed outside the
limits of the project. Any sign installed behind W -beam or T -beam guardrail with
non - breakaway posts shall be installed with the leading edge of the sign a minimum
of four feet and three inches (4'3 ") behind the face of the guardrail with five feet (5')
of clearance being desirable. Limbs, brush, construction equipment and materials
shall be kept clear of the driver's line of sight to all signs that are part of the TTC
plan.
H. ADVANCE WARNING SIGNS:
1. All Type Of Highways
Advance warning signs shall be placed ahead of the work area in accordance
with Part VI of the MUTCD and shall include a series of at least three advance
road work (W20 -1) signs placed at the termini of the project. The series shall
have the legend ROAD WORK (1500 FEET, 1000 FEET, AND 500 FEET).
31
At grade intersecting roadways and on -ramps shall be signed with a minimum of
one ROAD WORK AHEAD sign.
When work terminates at a "T" intersection, a minimum of one "ROAD WORK
AHEAD" sign shall be placed in advance of the intersection and one "END ROAD
WORK" sign shall be placed at the termination end of the intersection. Field
conditions may require the use of additional warning signage.
Advanced Warning Signs on State Routes shall be a minimum dimension of 48
inches x 48 inches. When a State Route intersects a project which consists of
adding travel lanes, reconstructing an existing roadway or new location work, the
State Route approaches shall have a minimum of three (W20 -1) advanced
warning signs (1500 ft., 1000 ft., 500 ft.). The termination end of an
intersecting State Route shall have END ROAD WORK signage.
The W20 -1 signs shall be placed at the termini of the project or sufficiently in
advance of the termini to allow for lane shifts, lane closures and other activities
which may also require advanced warning signs. The advanced warning signs
for the project should not overlap with the advanced warning signs for lane
shifts, lane closures, etc.
The length of a workzone should be held to the minimum length required to
accomplish the work. If a project has multiple individual worksites within the
overall limits of the project, each site should be signed individually if the advance
warning signs for each site can be installed without overlapping an adjacent
worksite. As soon as the work is completed at any individual site the warning
signs shall be removed from that site. Clean -up work and punchlist work shall be
performed with portable signage.
Project mileage indicated on the G20 -1 sign shall be the actual project mileage
rounded up to the nearest whole mile. Projects less than two (2) miles in length
or individual worksites that are part of a multiple worksite project may delete this
sign. The G20 -1 sign shall be 60" X 36" and the G20 -2 sign shall be 48" X 24 ".
2. Interstate, Limited Access And Multilane Divided Highways
In addition to the W20 -1 signs required at 500 ft., 1000 ft. and 1500 ft., multi-
lane divided highways shall also have additional advanced warning signs installed
with the legend "ROAD WORK (2 MILES, 1 MILE and 1/2 MILE). All construction
warning signs on divided highways shall be double indicated (i.e., on the left and
right sides of the roadway.) If the use of the 1 /2 mile, 1 mile and 2 mile
advanced warning signs cause an overlap with other work or do not benefit field
conditions then the Engineer may review the use of these signs and eliminate
their installation. When the posted speed limit is 50 MPH or less, the 1 /2 mile, 1
mile and 2 mile signs should be eliminated especially in urban areas.
The W20 -1 advance warning signs for ROAD WORK 500 FEET; 1000 FEET; and
1500 FEET shall be temporarily covered when work involving the advanced
warning signs for lane shifts and lane closures overlap these signs. The ROAD
WORK 1 /2 MILE, ROAD WORK 1 MILE, and ROAD WORK 2 MILES shall be in place
when the 500, 1000 and 1500 feet signs are temporarily covered.
32
K. RUMBLE STRIP SIGNAGE
Signage for rumble strips located in the travelway shall be as required in Subsection
150.01.0 and Subsection 150.02.A.9.
L. LOW /SOFT SHOULDER SIGNAGE
Low or soft shoulder signs shall be utilized in accordance with the following
conditions:
CONSTRUCTION /RECONSTRUCTION PROJECTS:
"LOW /SOFT SHOULDER" signs shall be erected when a difference in elevation
exceeds one (1 ") inch but does not exceed three (3 ") inches between the travelway
and any type of shoulder unless the difference in elevation is four (4') feet or greater
from the edge of the traveled way.
The spacing of the signs shall not exceed one (1) mile and the signs shall be placed
immediately past each crossroad intersection. The "Low /Soft" signs shall remain in
place until the difference in elevation is eliminated and the shoulder has been
dressed and permanently grassed for a minimum of thirty (30) calendar days. These
signs shall be furnished, installed, maintained and removed by the Contractor as part
of Traffic Control -Lump Sum. These signs shall be orange with black borders and
meet the reflectorization requirements of Subsection 150.01.D.
"SHOULDER DROP -OFF" (W8 -9a) signs shall be used when a difference in elevation,
Tess than four (4') feet from the traveled way, exceeds three (3 ") inches and is not
protected by positive barrier protection. These warning signs shall be placed in
advance of the drop -off.
For a continuous drop -off condition, the W8 -9a) signs shall, as a minimum, be
spaced in accordance with the above requirements for "Low /soft shoulder" signs.
PROJECTS CONSISTING PRIMARILY OF ASPHALTIC CONCRETE
RESURFACING ITEMS:
"LOW /SOFT SHOULDER" signs shall be erected when a difference in elevation
exceeds one (1 ") inch but does not exceed three (3 ") inches between the travelway
and any type of shoulder unless the difference in elevation is four (4') feet or greater
from the edge of the traveled way.
SHOULDER BUILDING INCLUDED IN THE CONTRACT: "Low /Soft Shoulder" signs
shall be erected as per the requirement of Standards 9102, 9106, and 9107.
"Shoulder Drop -off" signs (W8 -9a) shall be erected as per the requirements of the
MUTCD. These signs shall be maintained until the conditions requiring their
installation have been eliminated. The Contractor shall remove all interim warning
signs before final acceptance.
SHOULDER BUILDING NOT INCLUDED IN THE CONTRACT: The Department will
furnish the "Low /Soft Shoulder" signs, "Shoulder Drop -off" signs and the posts. The
signs shall be erected to meet the minimum requirements of Subsection 150.03. The
Contractor shall include the cost of furnishing installation hardware (bolts, nuts, and
34
washers), erection and maintenance of the signs in the bid price for Traffic Control -
Lump Sum. The Contractor shall maintain the signs until final acceptance. The
Department will remove the signs.
LAU /LAR PROJECTS SHOULDER BUILDING NOT INCLUDED IN THE CONTRACT: The
Contractor will furnish, install and maintain LOW /SOFT SHOULDER signs (yellow with
black borders, ASTM Type III or IV) at the appropriate spacing, until Final
Acceptance of the project by the Department. After Final Acceptance by the
Department the signs will become the property and responsibility of the local
government.
M. BUMP SIGNAGE:
MULTI -LANE DIVIDED HIGHWAYS: A bump sign (W8 -1) shall be utilized when a
transverse joint in the pavement structure has a vertical difference in elevation of
three quarters (3/4 ") of an inch or greater in depth with no horizontal taper to ramp
the traffic from one elevation to the other. This condition typically occurs at
approach slabs during pavement milling operations and at transverse joints in
asphaltic pavement lifts.
TWO -LANE TWO -WAY HIGHWAYS: A bump sign (W8 -1) shall be utilized when a
transverse joint in the pavement structure has a vertical difference in elevation that
exceeds one and three quarters (1 -3/4 ") inches in depth with no horizontal taper to
ramp the traffic from one elevation to the other. This includes utility and storm
drainage repairs that require concrete placement for patching and /or steel plating.
The (W8 -1) sign shall be placed sufficiently in advance to warn the motorist of the
condition.
N. PEDESTRIAN SIGNAGE:
Appropriate signs as described in the MUTCD shall be maintained to allow safe
passage of pedestrian traffic or to advise pedestrians of walkway closures (Refer to
MUTCD Figures TA -28 and TA -29 for guidance). Advance closure signing should be
placed at intersections rather than midblock locations so that pedestrians are not
confronted with midblock work sites that will induce them to attempt skirting the
work site or making a midblock crossing. Signs and other devices mounted lower
than seven (7) feet above the temporary pedestrian walkway shall not project more
than four (4) inches into the accessible pedestrian facilities. Signs and other devices
shall be placed such that they do not narrow any pedestrian passage to less than 48
inches.
35
150.04 PAVEMENT MARKINGS
A. GENERAL
Full pattern pavement markings in accordance with Section 652 and in conformance
with Section 3A and 3B, except 3B.02, of the MUTCD are required on all courses
before the roadway is opened to traffic. No passing zones shall be marked to
conform to Subsection 150.04.E. During construction and maintenance activities on
all highways open to traffic, both existing markings and markings applied under this
Section shall be fully maintained until Final Acceptance. If the pavement markings
are, or become, unsatisfactory in the judgement of the Engineer due to wear,
weathering, or construction activities, they shall be restored immediately.
1. Resurfacing Projects
Pavement markings shall be provided on all surfaces that are placed over
existing markings. Interim and final markings shall conform in type and location
to the markings that existed prior to resurfacing unless changes or additions are
noted in the Contract. The replacement of parking spaces will not be required
unless a specific item or note has been included in the Contract. Any work to
make additions to the markings that existed prior to resurfacing is to be
considered as extra work.
2. Widening And Reconstruction Projects
If the lane configuration is altered from the preconstruction layout then
pavement markings will be as required by the plans or the Engineer.
3. New Location Construction Projects
Pavement marking plans will be provided.
B. MATERIALS
All traffic striping applied under this Section shall be a minimum four inches in width
or as shown in plans and shall conform to the requirements of Section 652, except
as modified herein. Raised pavement markers (RPMs) shall meet the requirements
of Section 654. Markings on the final surface course, which must be removed, shall
be a removable type. The Contractor will be permitted to use paint, thermoplastic,
or tape on pavement which is to be overlaid as part of the project, unless otherwise
directed by the Engineer. Partial (skip) reflectorization (i.e. reflectorizing only a
portion of a stripe) will not be allowed.
C. INSTALLATION AND REMOVAL OF PAVEMENT MARKINGS:
INSTALLATION: All pavement markings, both interim and permanent, shall be
applied to a clean surface. The Contractor shall furnish the layout and preline the
roadway surface for the placement of pavement markings applied as part of the
temporary traffic control plan. All interim marking tape and RPM's on the final
surface shall be removed prior to the placement of the final markings.
The Contractor shall sequence the work in such a manner as to allow the installation
of markings in the final lane configuration at the earliest possible stage of the work.
36
11
11
11
11
11
11
11
11
11
11
11
11
1 1
11
11
11
11
11
REMOVAL: Markings no longer applicable shall be removed
Subsection 656.3.05.
THE ELIMINATION OF CONFLICTING PAVEMENT MARKINGS
WITH UNAPPROVED PAINT OR ANY TYPE OF LIQUID
ACCEPTABLE.
37
in accordance with
BY OVERPAINTING
ASPHALT IS NOT
INTERMEDIATE SURFACE: Interim markings shall be removed by methods that will
cause minimal damage to the pavement surface while also ensuring that traveling
public will not be confused or misdirected by any residual markings remaining on the
intermediate surface. The use of approved black -out tape and black -out paint
(manufactured for the sole purpose of covering existing pavement markings) may be
permitted on some interim surfaces, provided the results are satisfactory to the
Engineer.
FINAL SURFACE: No interim paint or thermoplastic markings will be permitted on any
final surface unless the interim markings are in alignment with the location of the
permanent markings and the interim marking will not interfere or adversely affect
placement of the permanent markings. The proposed method of removal for layout
errors that require markings to be removed from the final surface shall have the
prior approval of the Engineer. Any damage to the final pavement surface caused by
the pavement marking removal process shall be repaired at the Contractor's expense
by methods acceptable and approved by the Engineer. Subsection 400.3.06.0 shall
apply when corrective measures are required. The use of black -out tape or black-
out paint will not be permitted under any circumstance to correct layout errors on
any final surface.
Traffic shifts that are done on the final surface shall be accomplished using interim
traffic marking tape that can be removed without any blemishing of the final surface.
Interim traffic marking tape shall be used on any of the following final surfaces;
asphaltic concrete, Portland cement concrete, and bridge deck surfaces. The
contractor may propose alternate traffic markings and removal methods on the final
surface. Submitted proposals shall include the type of material, method of removal
and a cost comparison to the traffic marking tape method. Prior to any approval, the
contractor shall field demonstrate to the satisfaction of the Engineer that the
proposed traffic markings can be removed without any blemishing of the final
surface. If the proposal is determined to be acceptable, a supplemental agreement
will be executed prior to the installation of the proposed alternate traffic markings.
The supplemental agreement shall denote the type of traffic marking materials,
method of removal and any cost and /or time savings to the Department. The
Department will not consider or participate in any cost increase that may result from
implementing the proposed alternate method.
PAY FACTOR REDUCTION FOR ASPHALTIC CONCRETE FINAL SURFACES: When the
correction of an error in the layout of the final pavement markings requires the final
surface to be grounded, blemished, scarred, or polished the pay factor shall be
reduced to 0.95 for the entire surface area of the final topping that has a blemish,
polished or a scarred surface. The reduced pay factor shall not be confined to only
the width and length of the stripe or the dimensions of the blemished areas, the
whole roadway surface shall have the reduced pay factor applied. The area of the
reduced pay factor shall be determined by the total length and the total width of the
roadway affected. If the affected area is not corrected, the reduction in pay shall be
deducted from the final payment for the topping layer of asphaltic concrete. The
Engineer shall make the final determination whether correction or a reduced pay
factor is acceptable.
The eradication of pavement markings on intermediate and final concrete surfaces
shall be accomplished by a method that does not grind, polish, or blemish the
surface of the concrete. The method used for the removal of the interim markings
shall not spall chip the joints in the concrete and shall not damage the sealant in the
joints. Any joint or sealant repairs shall be included in the bid price for Traffic
Control -Lump Sum. The proposed method of removal shall have the prior approval
of the Engineer.
Failure to promptly remove conflicting or non - applicable pavement markings shall be
considered as non - performance under Subsection 150.08.
PREPARATION AND PLANNING FOR TRAFFIC SHIFTS: When shifting of traffic
necessitates removal of centerline, lane lines, or edge lines, all such lines shall be
removed prior to, during, or immediately after any change so as to present the least
interference with traffic. Interim traffic marking tape shall be used as a temporary
substitute for the traffic markings being removed.
Before any change in traffic lane(s) alignment, marking removal equipment shall be
present on the project for immediate use. If marking removal equipment failures
occur, the equipment shall be repaired or replaced (including leasing equipment if
necessary), so that the removal can be accomplished without delay.
Except for the final surface, markings on asphaltic concrete may be obliterated by an
overlay course, when approved by the Engineer. When an asphaltic concrete overlay
is placed for the sole purpose of eliminating conflicting markings and the in place
asphaltic concrete section will allow, said overlay will be eligible for payment only if
designated in the Plans. Overlays to obliterate lines will be paid for only once and
further traffic shifts in the same area shall be accomplished with removable
markings. Only the minimum asphaltic concrete thickness required to cover lines will
be allowed. Excessive build -up will not be permitted. When an overlay for the sole
purpose of eliminating conflicting markings is not allowed, the markings no longer
applicable shall be removed in accordance with Subsection 656.3.05.
D. RAISED PAVEMENT MARKERS
Raised pavement markers (RPMs) are required as listed below for all asphaltic
concrete pavements before the roadway is open to traffic. On the final surface,
RPM's shall be placed according to the timeframes specified in 150.04 E. for full
pattern pavement markings except Interstate Highways where RPM's shall be placed
and /or maintained when the roadway is open to traffic. When Portland Cement
Concrete is an intermediate or final surface and is open to traffic, one calendar day is
allowed for cleaning and drying before the installation of RPMs is required.
Raised pavement markers are not allowed on the right edge lines under any
situation.
38
1. Interstate Highways
Retro - reflective raised pavement markers (RPM's) shall be placed and /or
maintained on intermediate pavements surfaces on all interstate highways that
are open to traffic. This includes all resurfacing projects along with widening and
reconstruction projects. The spacing and placement shall be as required for
MULTI -LANE DIVIDED HIGHWAYS.
2. Multi -Lane Divided Highways
Retro - reflective raised pavement markers (RPMs) shall be placed and /or
maintained on intermediate pavement surfaces on all multi -lane divided
highways that are opened to traffic when these roadways are being widened or
reconstructed. Two Zane -two way roadways that are being widened to a multi-
lane facility, whether divided or undivided, are included in this provision.
Projects consisting primarily of asphalt resurfacing items or shoulder widening
items are excluded from this requirement. The RPMs shall be placed as follows:
a. SUPPLEMENTING LANE LINES
80 foot center on skip lines with curvature less than three degrees. (Includes
tangents)
40 foot centers on solid lines and all lines with curvature between three
degrees and six degrees.
20 foot centers on curves over six degrees.
20 foot centers on lane transitions or shifts.
b. SUPPLEMENTING RAMP GORE LINES
20 foot centers, two each, placed side by side.
c. OTHER LINES
As shown on the plans or directed by the Engineer.
3. Other Highways
On other highways under construction RPMs shall be used and /or maintained on
intermediate pavement surfaces as follows:
a. SUPPLEMENTING LANE LINES AND SOLID LINES
40 foot centers except on lane shifts. (When required in the Plans or
Contract.)
20 foot centers on lane shifts. (Required in all cases.)
39
b. SUPPLEMENTING DOUBLE SOLID LINES
40 foot centers (one each beside each line) except on lane shifts. (When
required in the Plans or Contract.)
20 foot centers on lane shifts. (Required in all cases.)
E. EXCEPTIONS FOR INTERIM MARKINGS
Some exceptions to the time of placement and pattern of markings are permitted as
noted below; however, full pattern pavement markings are required for the
completed project.
1. Two -Lane, Two -Way Roadways
a. SKIP LINES
All interim skip (broken) stripe shall conform to Section 652 except that
stripes shall be at least two feet long with a maximum gap of 38 feet. On
curves greater than six degrees, a one -foot stripe with a maximum gap of 19
feet shall be used. In lane shift areas solid lines will be required. Interim
skip lines shall be replaced with markings in full compliance with Section 652
prior to expiration of the 14 calendar day period.
Interim raised pavement markers may be substituted for the interim skip
(broken) stripes. If raised pavement markers are substituted for the two foot
interim skip stripe, three markers spaced at equal intervals over a two feet
distance will be required. No separate payment will be made if the interim
raised pavement markers are substituted for interim skip lines.
Interim raised pavement markers shall be retro - reflective, shall be the same
color as the pavement markers for which they are substituted, and shall be
visible during daytime.
The type of interim marker and method of attachment to the pavement shall
be approved by the Office of Materials and Research but in no case will the
markers be attached by the use of nails. Flexible reflective markers, Type 14
or Type 15, may be used for a maximum of fourteen (14) calendar days as
an interim marker. Any flexible reflective markers in use shall be from the
qualified products list (QPL).
The interim raised pavement markers shall be maintained until the full
pattern pavement markings are applied. At the time full pattern markings
are applied the interim raised markers shall be removed in a manner that will
not interfere with application of the full pattern pavement markings.
b. NO PASSING ZONES - TWO -LANE, TWO -WAY ROADWAYS
Passing zones shall be re- established in the locations existing prior to
resurfacing. No changes to the location of passing zones shall be done
without the written approval of the Engineer. For periods not to exceed
three calendar days where interim skip centerlines are in place, no- passing
40
zones shall be identified by using post or portable mounted DO NOT PASS
regulatory signs (R4 -1 24" x 30 ") at the beginning and at intervals not to
exceed 1/2 mile within each no- passing zone. A post or portable mounted
PASS WITH CARE regulatory sign (R4 -1 24" x 30 ") shall be placed at the end
of each no- passing zone. Post mounted signs shall be placed in accordance
with the MUTCD. Portable signs shall conform to the requirements of the
MUTCD and shall be NCHRP 350 compliant. Portable signs shall be secured
in such a manner to prevent misalignment and minimize the possibility of
being blown over by weather conditions or traffic.
On new location projects and on projects where either horizontal or vertical
alignments has been modified, the location of No- Passing Zones will be
identified by the Engineer.
c. EDGELINES
1) Bituminous Surface Treatment Paving
Edgelines will not be required on intermediate surfaces (including
asphaltic concrete leveling for bituminous surface treatment paving) that
are in use for a period of less than 60 calendar days except at bridge
approaches, on lane transitions, lane shifts, and in such other areas as
determined by the Engineer. On the final surface, edgelines shall be
placed within 30 calendar days of the time that the final surface was
placed.
2) All Other Types of Pavement
Edgelines will not be required on intermediate surfaces that are in use for
a period of less than 30 calendar days except at bridge approaches, on
lane transitions, lane shifts, and in such other areas as determined by the
Engineer. On the final surface, edgelines shall be placed within 14
calendar days of the time that the surface was placed.
2. Multi -Lane Highways — With No Paved Shoulder(S) Or Paved
Shoulder(S) Four Feet Or Less
a. UNDIVIDED HIGHWAYS (INCLUDES PAVED CENTER TURN LANE)
1) Centerlines and No- Passing Barrier -Full Pattern centerlines and no-
passing barriers shall be restored before opening to traffic.
2) Lanelines- Interim skip (broken) stripe as described in Subsection
150.04E.1.a. may be used for periods not to exceed three calendar days.
Skiplines are not permitted in lane shift areas. Solid lines shall be used.
3) Edgelines- Edgelines shall be placed on intermediate and final surfaces
within three calendar days of obliteration.
41
b. DIVIDED HIGHWAYS (GRASS OR RAISED MEDIAN)
1) Lanelines- Full pattern skip stripe shall be restored before opening to
traffic. Skip lines are not permitted in lane shift areas. Solid lines shall
be required.
2) Centerline /Edgeline- Solid lines shall be placed on intermediate and final
surfaces within three calendar days of obliteration.
3. Limited Access Roadways And Roadways With Paved Shoulders Greater
Than Four Feet
a. Same as Subsection 150.04.E.2 except as noted in (b) below.
b. EDGELINES-
1) Asphaltic Concrete Pavement- Edgelines shall be placed on intermediate
and final surfaces prior to opening to traffic.
2) Portland Cement Concrete Pavement- Edgelines shall be placed on any
surface open to traffic no later than one calendar day after work is
completed on a section of roadway. All water and residue shall be
removed prior to daily striping.
4. Ramps For Multi -Lane Divided Highways
A minimum of one solid line edge stripe shall be placed on any intermediate
surface of a ramp prior to opening the ramp to traffic. The other edge stripe
may be omitted for a maximum period of three (3) calendar days on an
intermediate surface. Appropriate channelization devices shall be spaced at a
maximum of twenty -five (25') feet intervals until the other stripe has been
installed.
The final surface shall have both stripes placed prior to opening the ramp to
traffic.
5. MISCELLANEOUS PAVEMENT MARKINGS:
FINAL SURFACE: School zones, railroads, stop bars, symbols, words and other
similar markings shall be placed on final surfaces conforming to Section 652
within fourteen (14) calendar days of completion of the final surface. Final
markings shall conform to the type of pay item in the plans. When no pay item
exists in the plans the final markings shall conform to Section 652 for painted
markings.
INTERMEDIATE SURFACE: Intermediate surfaces that will be in use for more
than forty-five (45) calendar days shall have the miscellaneous pavement
markings installed to conform to the requirement of Section 652. Under
Subsection 150.11, Special Conditions, or as directed by the Engineer these
markings may be eliminated.
42
F. MOBILE OPERATIONS
When pavement markings (centerlines, lane lines, and edgelines) are applied in a
continuous operation by moving vehicles and equipment, the following minimum
equipment and warning devices shall be required. These devices and equipment are
in addition to the minimum requirements of the MUTCD.
1. All Roadways
All vehicles shall be equipped with the official slow moving vehicle symbol sign.
All vehicles shall have a minimum of two flashing or rotating beacons visible in all
directions. All protection vehicles shall have an arrow panel mounted on the
rear. All vehicles requiring an arrow panel shall have, as a minimum, a Type B
panel. All vehicle mounted signs shall be mounted with the bottom of the sign a
minimum height of forty-eight inches (48 ") above the pavement. All sign legends
shall be covered or removed from view when work is not in progress.
2. Two -Lane Two -Way Roadways
a. Lead Vehicles
The lead vehicle may be a separate vehicle or the work vehicle applying the
pavement markings may be used as the lead vehicle. The lead vehicle shall
have an arrow panel mounted so that the panel is easily visible to oncoming
(approaching) traffic. The arrow panel should typically operate in the caution
mode.
b. Work Vehicles
The work vehicle(s) applying markings shall have an arrow panel mounted
on the rear. The arrow panel should typically operate in the caution mode.
The work vehicle placing cones shall follow directly behind the work vehicle
applying the markings.
c. Protection Vehicles
A protection vehicle may follow the cone work vehicle when the cones are
being placed and may follow when the cones are being removed.
3. MULTI -LANE ROADWAYS
A lead vehicle may be used but is not required. The work vehicle placing cones
shall follow directly behind the work vehicle applying the markings. A protection
vehicle that does not function as a work vehicle should follow the cone work
vehicle when traffic cones are being placed. A protection vehicle should follow
the cone work vehicle when the cones are being removed from the roadway.
Protection vehicles shall display a sign on the rear of the vehicle with the legend
PASS ON LEFT (RIGHT).
INTERSTATES AND LIMITED ACCESS ROADWAYS: A protection vehicle shall
follow the last work vehicle at all times and shall be equipped with a truck
mounted attenuator that is certified for impacts not less than 62 mph in
accordance with NCHRP350 Test Level Three (3).
43
150.05 CHANNELIZATION
A. GENERAL
Channelization shall dearly delineate the travelway through the work zone and alert
drivers and pedestrians to conditions created by work activities in or near the
travelway. Channelization shall be done in accordance with the plans and
specifications, the MUTCD, and the following requirements.
All Channelization Devices utilized on any project shall be NCHRP 350 compliant.
Any device used on the Work shall be from the Qualified Products List. All devices
utilized on the work shall have a decal, logo, or manufacturer's stamping that clearly
identifies the device as NCHRP 350 compliant. The Contractor may be required to
furnish certification from the Manufacturer for any device to prove NCHRP 350
compliance.
1. Types of Devices Permitted for Channelization in Construction Work
Zones:
a. DRUMS:
1) DESIGN: Drums shall meet the minimum requirement of the MUTCD and
shall be reflectorized as required in Subsection 150.01.D. The upper
edge of the top reflectorized stripe on the drum shall be located a
minimum of 33 inches above the surface of the roadway. A minimum
drum diameter of 18 inches shall be maintained for a minimum of 34
inches above the roadway.
2) APPLICATION: Drums shall be used as the required channelizing device
to delineate the full length of a lane closure, shift, or encroachment,
except as modified by this Subsection.
3) TRANSITION TAPERS FOR LANE CLOSURES: Drums shall be used on all
transition tapers. The minimum length for a merging taper for a lane closure
on the travelway shall be as shown in Table 150 -1:
44
Posted
Speed
Limit, MPH
Lane
Width
9 Feet
Lane
Width
10 Feet
Lane
Width
11 Feet
Lane
Width
12 Feet
Maximum Drum
Spacing in Tapers,
(Feet)
Minimum Taper Length (L) in Feet
20
60
70
75
80
20
25
95
105
115
125
25
30
135
150
165
180
30
35
185
205
225
245
35
40
240
270
295
320
40
45
405
450
495
540
45
50
450
500
550
600
50
55
495
550
605
660
55
60
540
600
660
720
60
65
585
650
715
780
65
70
630
700
770
840
70
75
675
750
825
900
75
TABLE 150 -1
If site conditions require a longer taper then the taper shall be
lengthened to fit particular individual situations.
The length of shifting tapers should be at least 1/2 L.
The length of a closed lane or lanes, excluding the transition taper(s),
shall be limited to a total of two (2) miles. Prior approval must be
obtained from the Engineer before this length can be increased.
Night time conditions: When a merge taper exists into the night all drums
located in the taper shall have, for the length of the taper only, a six (6 ")
inch fluorescent orange (ASTM Type VI, VII, VIII, IX or X) reflectorized
top stripe on each drum. The top six -inch stripe may be temporarily
attached to the drum while in use in a taper. The Engineer may allow the
fluorescent orange reflectorized six (6 ") inch top stripe on each drum in a
merging taper to remain in place during daylight hours provided there is
a lane closure(s) with a continuous operation that begins during one
nighttime period and ends during another nighttime period. All drums
that have the six -inch top stripe permanently attached shall not be used
for any other conditions.
Multiple Lane Closures:
(a) A maximum of one lane at a time shall be closed with each merge
taper.
(b) A minimum tangent length of 2 L shall be installed between each
individual lane closure taper.
4) LONGITUDINAL CHANNELIZATION: Drums shall be spaced as listed
below for various roadside work conditions except as modified by
45
c. CONES
Subsection 150.06. Spacing shall be used for situations meeting any of
the conditions listed as follows:
(a) 40 FOOT SPACING MAXIMUM
(1) For difference in elevation exceeding two inches.
(2) For healed sections no steeper than 4:1 as shown in Subsection
150.06, Detail 150 -E.
(b) 80 FOOT SPACING MAXIMUM
(1) For difference in elevation of two inches or less.
(2) Flush areas where equipment or workers are within ten feet of
the travel lane.
(c) 200 FOOT SPACING MAXIMUM: Where equipment or workers are
more than ten feet from travel lane. Lateral offset clearance to be
four feet from the travel lane.
b. VERTICAL PANELS
(1) For paved areas eight feet or greater in width that are paved
flush with a standard width travel lane.
(2) For disturbed shoulder areas not completed to typical section that
are flush to the travel lane and considered a usable shoulder.
REMOVAL OF DRUMS: Drums may be removed after shoulders are completed
to typical section and grassed. Guardrail and other safety devices shall be
installed and appropriate signs advising of conditions such as soft or low
shoulder shall be posted before the drums are removed.
1) DESGN: All vertical panels shall meet the minimum requirements of the
MUTCD. All vertical panels shall have a minimum of 270 square inches of
retro- reflective area facing the traffic and shall be mounted with the top
of the reflective panel a minimum of 36" above the roadway.
2) APPLICATION: Lane encroachment by the drum on the travelway should
permit a remaining lane width of ten feet. When encroachment reduces
the travelway to less than ten feet, vertical panels shall be used to
restore the travelway to ten feet or greater. No other application of
vertical panels will be permitted.
1) DESIGN: All cones shall be a minimum of 28 inches in height regardless
of application and shall meet the requirement of the MUTCD.
Reflectorization may be deleted from all cones.
46
2) APPLICATION: For longitudinal channelizing only, cones will be permitted
for daylight closures or minor shifts. (Drums are required for all tapers.)
The use of cones for nighttime work will not be permitted. Cones shall
not be stored or allowed to be visible on the worksite during nighttime
hours.
d. BARRICADES
DESIGN: Type III barricades shall meet the minimum requirements of
the MUTCD and shall be reflectorized as required in Subsection
150.O1.D. The Contractor has the option of choosing Type III barricades
from the Qualified Products List or the Contractor may utilize generic
barricades that are approved by the Federal Highway Administration
(FHWA). When barricades have been specifically crash tested with signs
attached, the contractor has the responsibility to attach the signs as per
the manufacturer's recommendations to ensure crashworthiness. If
signs are attached to generic barricades or to barricades from the
Qualified Products List (QPL) that have not been crash tested with signs
attached then the responsibility for crashworthiness and the liability for
mounting these signs to the barricades are assumed by the Contractor
and the Contractor shall certify that the barricades are crashworthy
under FHWA workzone guidelines for NCHRP 350 crashworthy
compliance. Any generic barricades used in the work shall be stamped
or stenciled to show compliance with NCHRP 350. The use of Type I
and Type II barricades will not be permitted.
1) APPLICATION: Type III barricades shall be placed as required by the
plans, the Standards, and as directed by the Engineer. All signs mounted
on barricades shall be mounted to comply with the requirements of the
MUTCD and NCHRP 350 Test Level III. NCHRP 350 crashworthy
compliance may require that rigid signs be mounted separate from the
Type III barricade.
When a barricade is placed so that it is subject to side impact from a
vehicle, a drum shall be placed at the side of the barricade to add target
value to the barricade.
e. WARNING LIGHTS:
1) DESIGN: All warning lights shall meet the requirements of the MUTCD.
2) APPLICATION
(a) Type A low- intensity flashing lights shall be used as shown in the
Plans, the Standards, and as directed by the Engineer. Flashing
lights are not required for advance warning signs in Subsection
150.03.H.
(b) Type C Steady -Burn lights shall be used as shown in the Plans, the
Standards, and as directed by the Engineer. Steady -burn lights are
not required on drums for merging tapers that exist into the night.
47
f. TEMPORARY BARRIERS
1) DESIGN: Temporary barriers shall meet the requirements of Section 620.
2) APPLICATION: Temporary barriers shall be placed as required by the
plans, standards, and as directed by the Engineer. When Temporary
barrier is located 20 feet or less from a travel lane, yellow reflectors shall
be fixed to the top of the barrier at intervals not greater than 40 feet in
the longitudinal section and 20 feet in the taper section and shall be
mounted approximately two inches above the barrier. If both lanes of a
two -lane two -way roadway are within 20 feet or less of the barrier then
the reflectors shall be installed for both directions of traffic.
The reflectors shall be 100 square inches (ASTM Type VII or VIII)
reflective sheeting mounted on flat -sheet blanks. The reflectors shall be
mounted approximately two inches above the top of the barrier. The
reflectors shall be attached to the barrier with adhesive or by a drilled -in
anchor type device. The reflectors shall not be attached to a post or
board that is placed between the gap in the barrier sections.
Approach end of Temporary barrier shall be flared or protected by an
impact attenuator (crash cushion) or other approved treatment in
accordance with Construction Details /Standards and Standard
Specifications.
On interstate or other controlled access highways where lane shifts or
crossovers cause opposing traffic to be separated by less than 40 ft.,
portable barrier shall be used as a separator.
B. PORTABLE IMPACT ATTENUATORS:
1. DESCRIPTION
This work consists of the furnishing (including spare parts), installation,
maintenance, relocation, reuse as required, and removal of Portable Impact
Attenuator Units /Arrays.
2. MATERIALS
Materials used in the Attenuator shall meet the requirements of Section 648 for
Portable Impact Attenuators.
3. CONSTRUCTION
Portable Impact Attenuator Unit/Arrays installation shall conform to the
requirements of Section 648, Manufacturer's recommendations and Georgia
Standard 4960 and shall be installed at locations designated by the Engineer,
and /or as shown on the plans.
C. TEMPORARY GUARDRAIL ANCHORAGE- Type 12:
48
1. DESCRIPTION
This work consists of the furnishing, installation, maintenance and removal or
Temporary Guardrail Anchorage- Type 12 used for Portable Barrier or temporary
guardrail end treatment.
2. MATERIALS
Materials used in the Temporary Guardrail Anchorage- Type 12 shall meet the
requirements of Subsection 641.2 of the Specifications and current Georgia
Standards and may be new or used. Materials salvaged from the Project which
meet the requirements of Standards may be utilized if available. The use of any
salvaged materials will require prior approval of the Engineer.
3. CONSTRUCTION
Installation of the Temporary Guardrail Anchorage- Type 12 shall conform to the
requirements of the Plans, current Georgia Standards and Subsection 641.3 of
the Specifications. Installation shall also include sufficient additional guardrail
and appurtenances to effect the transition and connection to Temporary
Concrete Barrier as required by the details in Georgia Standard 4960.
150.06 DIFFERENCES IN ELEVATION BETWEEN TRAVEL LANES AND SHOULDERS (SEE
SUBSECTION 150.06.G FOR PROJECTS CONSISTING PRIMARILY OF
ASPHALTIC CONCRETE RESURFACING ITEMS)
Any type of work such as paving, grinding, trenching, or excavation that creates a
difference in elevation between travel lanes or between the travelway and the shoulder
shall not begin until the Contractor is prepared and able to continuously place the
required typical section to within two inches (2 ") of the existing pavement elevation. For
any areas that the two inches minimum difference in elevation cannot be accomplished
the section shall be healed as shown in Detail 150 -E. If crushed stone materials are
used to provide a healed section no separate payment will be made for the material used
to heal any section. The Contractor may submit a plan to utilize existing pay items for
crushed stone provided the plan clearly demonstrates that the materials used to heal an
area will be incorporated into the work with minimal waste. Handling and hauling of any
crushed stone used to heal shall be kept to a minimum. The Engineer shall determine if
the crushed stone used to heal meets the specifications for gradation and quality when
the material is placed in the final location.
A maximum of sixty (60) calendar days shall be allowed for conditions to exist that
require any section or segment of the roadway or ramp to continue to require a healed
section as described by Detail 150 -E. Failure to meet this requirement shall be
considered as non - performance of Work under Subsection 150.08.
When trenching or excavation for minor roadway or shoulder widening is required, all
operations at one site shall be completed to the level of the existing pavement in the
same work day.
49
Any channelization devices utilized in the work shall conform to the requirements of
Subsection 150.05 and to the placement and spacing requirements in Details 150 -B,
150 -C, 150 -D, and 150 -E shown in this section.
Any construction activity that reduces the width of a travel lane shall require the use of a
W -20 sign with the legend "LEFT /RIGHT LANE NARROWS ". Two 24" x 24" red or
red /orange flags may be mounted above the W -20 sign. The W -20 sign shall be located
on the side of the travelway that has been reduced in width just off the travelway edge
of pavement. The W -20 sign shall be a minimum of 500 feet in advance of any
channelization devices that encroach on the surface of travelway. A portable changeable
message sign may be used in lieu of the W -20 sign.
GENERAL /TIME RESTRICTIONS:
A. STONE BASES, SOIL AGGREGATE BASE AND SOIL BASES
1. All Highways
Differences in elevation of more than two inches between surfaces carrying or
adjacent to traffic will not be allowed for more than a 24 -hour period. A single
length of excavated area that does not exceed 1000 feet in total length may be
left open as a start up area for periods not to exceed 48 hours provided the
Contractor can demonstrate the ability to continuously excavate and backfill in a
proficient manner. Prior approval of the Engineer shall be obtained before any
startup area may be allowed.
2. LIMITED ACCESS HIGHWAY RAMPS (INTERSTATES):
On projects that include ramp rehabilitation work, one ramp at a time may be
excavated for the entire length of the ramp from the gore point of the ramp with
the interstate mainline to the intersection with the crossing highway. This single
ramp may remain excavated with a vertical difference in elevation greater than
two (2 ") inches for a maximum of fourteen (14) calendar days with drums spaced
at twenty (20') feet intervals as shown in Detail 150 -B and a buffer space
accepted under Subsection 150.06.F. After fourteen (14) calendar days the
section shall be healed as required for all other highways. This area will be
allowed in addition to the 1000 feet allowed for all other highways.
B. ASPHALT BASES, BINDERS AND TOPPINGS
1. DIFFERENCES IN ELEVATION BETWEEN THE SURFACES OF ADJACENT
TRAVELWAYS
Travel lanes shall be paved with a plan that minimizes any difference in elevation
between adjacent travel lanes. The following limitations will be required on all
work:
a. Differences of two inches (2 ") or less may remain for a maximum period of
fourteen (14) calendar days.
b. Differences of greater than two inches (2 ") shall be permitted for continuous
operations only.
EMERGENCY SITUATIONS: Inclement weather, traffic accidents, and other
events beyond the control of the Contractor may prevent the work from
being completed as required above. The Contractor shall notify the Engineer
50
in writing stating the conditions and reasons that have prevented the
Contractor from complying with the time limitations. The Contractor shall
also outline a plan detailing immediate steps to complete the work. Failure
to correct these conditions on the first calendar day that conditions will allow
corrective work shall be considered as non - performance of Work under
Subsection 150.08.
2. Differences in Elevation Between Asphalt Travelway and Paved
Shoulders
Differences in elevation between the asphalt travelway and asphalt paved
shoulders shall not be allowed to exist beyond the maximum durations outlined
below for the conditions shown in Details 150 -B, 150 -C, 150 -D, and 150 -E:
Detail 150 -B conditions shall not be allowed for more than 24 hours. A single
length that does not exceed 1000 feet in total length may be left open for
periods not to exceed 48 hours provided the Contractor can demonstrate the
ability to continuously pave in a proficient manner. Prior approval of the Engineer
shall be obtained before any section is allowed to exceed 24 hours. Any other
disturbed shoulder areas shall be healed as in Detail 150 -E.
Detail 150 -C conditions will not be allowed for more than 48 hours.
Detail 150 -D conditions will not be allowed for more than 30 calendar days.
Detail 150 -E conditions will not be allowed for more than 60 calendar days.
Failure to meet these requirements shall be considered as non - performance of
Work under Subsection 150.08.
C. PORTLAND CEMENT CONCRETE
Work adjacent to a Portland Cement Concrete traveled way which involves the
following types of base and shoulders shall be accomplished according to the time
restrictions outlined for each type of base or shoulder. Traffic control devices shall
be in accordance with Subsection 150.05.
1. Cement Stabilized Base
Work adjacent to the traveled way shall be healed as per Detail 150 -E within
forty-eight (48) hours after the seven (7) calendar day curing period is complete
for each section placed. During the placement and curing period, traffic control
shall be in accordance Detail 150 -B.
2. Asphaltic Concrete Base
When an asphaltic concrete base is utilized in lieu of a cement stabilized base the
asphaltic concrete base shall be healed as per Detail 150 -E within forty-eight
(48) hours after the placement of each section of asphaltic concrete base. For
the first forty eight hours traffic control shall be in compliance with Detail 150 -B.
3. Concrete Paved Shoulders
Concrete paved shoulders shall be placed within sixty (60) calendar days after the
removal of each section of existing shoulder regardless of the type of base
51
materials being placed on the shoulders. During the placement period, traffic
control devices shall be in accordance with the appropriate detail based on the
depth of the change in elevation. Differences in elevation of more than two inches
between the travel way and the shoulder will not be allowed for more than a 24-
hour period. A single length of excavated area that does not exceed 1000 feet in
total length may be left open as a start up area for periods not to exceed 48
hours provided the Contractor can demonstrate the ability to continuously
excavate and backfill in a proficient manner. Prior approval of the Engineer shall
be obtained before any startup area may be allowed. Any other disturbed
shoulder areas shall be healed as in Detail 150 -E.
4. Asphaltic Concrete Shoulders
A difference in elevation that meets the requirements of Detail 150 -B shall not be
allowed to exist for a period greater than forty-eight (48) hours. After the
removal of the existing shoulder the section or segment of travelway may be
healed with stone as per Detail 150 -E for a maximum of fourteen (14) calendar
days. Asphaltic concrete shoulders shall be placed within two (2 ") inches or less
of the traveled way surface within fourteen (14) calendar days after the removal
of the stone healed section or the removal of each section of the existing
shoulder. The two (2 ") inches or less difference in elevation shall not remain in
existence for a period that exceeds thirty (30) calendar days unless the paved
shoulder is utilized as a detour for the traveled way. During the placement
period, traffic control shall be in accordance with the appropriate detail based on
the depth of the change in elevation.
The Contractor may propose an alternate plan based on Subsection 150.06.F.
Failure to meet the above requirements and time restrictions shall be considered
as non - performance of Work under Subsection 150.08.
D. MISCELLANEOUS ELEVATION DIFFERENTIALS FOR EXCAVATIONS
ADJACENT TO THE TRAVELWAY
Drainage structures, utility facilities, or any other work which results in a
difference in elevation adjacent to the travelway shall be planned and
coordinated to be performed in such a manner to minimize the time traffic is
exposed to this condition. The excavation should be back filled to the minimum
requirements of Detail 150 -E as soon as practical. Stage construction such as
plating or backfilling the incomplete work may be required. The difference in
elevation shall not be allowed to exist for more than five (5) calendar days under
any circumstances. Failure to correct this condition shall be considered as non-
performance of Work under Subsection 150.08.
E. CONDUIT INSTALLATION IN PAVED AND DIRT SHOULDERS
The installation of conduit and conduit systems along the shoulders of a traveled
way shall be planned and installed in a manner to minimize the length of time
52
that traffic is exposed to a difference in elevation condition. The following
restrictions and limitations shall apply:
1. Differences in Elevation of Two (2 ") Inches or Less
The shoulder may remain open when workers are not present. When workers
are present the shoulder shall be closed and the channelization devices shall
meet the requirements of Subsection 150.05. The difference in elevation on the
shoulder shall remain for a maximum period of fourteen (14) calendar days.
2. Differences in Elevation Greater Than Two (2 ") Inches
The shoulder shall be closed. The shoulder closure shall not exceed twenty-four
(24) hours in duration unless the Special Conditions in Subsection 150.11
modifies this restriction or the Engineer allows the work to be considered as a
continuous operation.
Failure to meet these requirements shall be considered as non - performance of
Work under Subsection 150.08.
F. MODIFICATIONS TO TIME RESTRICTIONS
The Contractor may propose any alternate temporary traffic control plan that utilizes
a portion of the travel lane as a "buffer space ". This buffer space may allow for an
enhanced work area that will allow for the placement of materials to proceed at a
pace that could not be achieved with the time restriction requirements outlined in
Subsections 150.06.A, 150.06.B, and 150.06.C. The Contractor may propose
modified time restrictions based on the use of the buffer space. Any proposed
modifications in the time duration allowed for the differences in elevations to exist
shall be reviewed by the Engineer as a component of the overall TTC plan. No
modifications shall be made until the proposed plan is accepted by the Engineer.
The Engineer shall have no obligation to consider any proposal which results in an
increase in cost to the Department.
For the travel lane described in each of the Details 150 -B, 150 -C, 150 -D and 150 -E it
is presumed that the pavement marking edgeline (yellow or white solid stripe) is
located at the very edge of the travel lane surface. A buffer space (temporary paved
shoulder) that utilizes a portion of the travel lane should be six (6') feet in width
desirable but shall not be Tess than four (4') feet in width. Any remaining travel
lane(s) shall not be Tess than ten (10') feet in width. Modifications to drum spacing
shown in the details above will not be allowed.
If the proposed shifting of the traffic to obtain a buffer space and maintain a
minimum travel lane(s) of ten (10') feet requires the use of any existing paved
shoulders then the cost of maintenance and repair of the existing paved shoulder(s)
shall be the responsibility of the Contractor. The Contractor is responsible for the
costs of maintenance and repairs even if the existing paved shoulder(s) is to be
removed in a later stage of the work. Existing shoulders that have rumble strips
shall have the rumble strips removed before the shoulder can be utilized as part of
the travel lane. The cost of the removal of the rumble strips shall be done at no cost
to the Department even if the shoulder is to be removed in a later stage of the work.
53
Any modifications to the staging and time restrictions that are approved as part of
the TTC plan shall be agreed to in writing. Failure to meet these modifications shall
be considered as non - performance of the Work under Subsection 150.08.
G. ASPHALTIC CONCRETE RESURFACING PROJECTS
SHOULDER CONSTRUCTION INCLUDED AS A PART OF THE CONTRACT: When the
placement of asphaltic concrete materials creates a difference in elevation greater
than two (2 ") inches between the earth shoulder (grassed or un- grassed) and the
edge of travelway or between the earth shoulder and a paved shoulder that is less
than four (4') feet in width, the Contractor shall place and maintain drums in
accordance with the requirements of Subsection 150.05A.1.a.4. When the edge of
the paved surface is tapered with a 30 -45 degree wedge, drums may be spaced at
2.0 times the speed limit in MPH. Drums shall remain in place and be maintained
until the difference in elevation has been eliminated by the placement of the
appropriate shoulder materials.
SHOULDER CONSTRUCTION NOT INCLUDED AS A PART OF THE CONTRACT: When
the placement of asphaltic concrete materials creates a difference in elevation
greater than two (2 ") inches between the earth shoulder (grassed or un- grassed)
and the edge of travelway or between the earth shoulder and a paved shoulder that
is less than four (4') feet in width, the Contractor shall notify the Engineer, in writing,
when the resurfacing work including all punchlist items has been completed.
See Subsection 150.03.L for the requirements for "LOW /SOFT SHOULDERS" and
"SHOULDER DROP -OFF" signage.
54
Location of drums when Elevation Difference exceeds 4 inches. Drums spaced at 20 foot intervals.
Note: If the travel way width is reduced to less than 10 feet by the use of drums, vertical panels shall be
used in lieu of drums.
t 4
DETAIL 150 -B
New Construction
1
New Construction
DETAIL 150 -C
Travel Lane
ELEVATION DIFFERENCE GREATER THAN 4 INCHES
Drums spaced at 40 foot intervals.
Location of drums when Elevation
Difference is 2+ inches to 4 inches.
6 inches ±
Travel Lane
ELEVATION DIFFERENCE 2+ to 4 inches
55
• •
•
Drums spaced at 80 foot intervals.
Location of drums when Elevation
Difference is 2 inches or less.
-4 4
Compacted graded aggregate,
subbase material or dirt.
NO STEEPER THAN 4:1
4
New Construction
New Construction
ELEVATION DIFFERENCE OF 2 INCHES OR LESS
DETAIL 150 -D
DETAIL 150 -E
56
4 feet ±
HEALED SECTION
Travel Lane
2 feet ±
Travel Lane
► ►
Location of drums immediately after
completion of healed sections spaced at
40 foot intervals.
TOP OF DRUM TO BE LEVEL
150.07 FLAGGING AND PILOT CARS:
A. FLAGGERS
Flaggers shall be provided as required to handle traffic, as specified in the Plans or
Special Provisions, and as required by the Engineer.
B. FLAGGER CERTIFICATION
All flaggers shall meet the requirements of the MUTCD and shall have received
training and a certificate upon completion of the training from one of the following
organizations:
National Safety Council
Southern Safety Services
Construction Safety Consultants
Ivey Consultants
American Traffic Safety Services Association (ATSSA)
Certifications from other agencies will be accepted only if their training program has
been approved by any one of the organizations listed above.
Failure to provide certified flaggers as required above shall be reason for the
Engineer suspending work involving the flagger(s) until the Contractor provides the
certified flagger(s). Flaggers shall have proof of certification and valid identification
(photo I.D.) available any time they are performing flagger duties.
C. FLAGGER APPEARANCE AND EQUIPMENT
Flaggers shall wear high - visibility clothing in compliance with Subsection 150.01.A.
The apparel background (outer) material color shall be fluorescent orange -red,
fluorescent yellow - green, or a combination of the two as defined in the ANSI
standard. The retroreflective material shall be orange, yellow, white, silver, yellow -
green, or a fluorescent version of these colors, and shall be visible at a minimum
distance of one thousand (1000) feet. The retroreflective safety apparel shall be
designed to clearly identify the wearer as a person. They shall use a Stop /Slow
paddle meeting the requirements of the MUTCD for controlling traffic. The
Stop /Slow paddles shall have a shaft length of seven (7) feet minimum. The
Stop /Slow paddle shall be retro - reflectorized for both day and night usage. In
addition to the Stop /Slow paddle, a flagger may use a flag as an additional device to
attract attention. This flag shall meet the minimum requirements of the MUTCD.
The flag shall, as a minimum, be 24" inches square and red or red /orange in color.
For night work, the vest shall have reflectorized stripes which meet the requirements
of the MUTCD.
D. FLAGGER WARNING SIGNS
Signs for flagger traffic control shall be placed in advance of the flagging operation in
accordance with the MUTCD. In addition to the signs required by the MUTCD, signs
at regular intervals, warning of the presence of the flagger shall be placed beyond
57
SCHEDULE OF DEDUCTIONS FOR EACH CALENDAR DAY OF DEFICIENCIES OF TRAFFIC
CONTROL INSTALLATION AND /OR MAINTENANCE
ORIGINAL TOTAL CONTRACT AMOUNT
From More Than
To and Including
Daily Charge
$0
$100,000
$200
$100,000
$1,000,000
$500
$1,000,000
$5,000,000
$1,000
$5,000,000
$20,000,000
$1,500
$20,000,000
$40,000,000
$2,000
1
1
the point where traffic can reasonably be expected to stop under the most severe
conditions for that day's work.
1 E. PILOT VEHICLE REQUIREMENTS
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
Pilot vehicles will be required during placement of bituminous surface treatment or
asphaltic concrete on two -lane roadways unless otherwise specified. Pilot vehicles
shall meet the requirements of the MUTCD.
F. PORTABLE TEMPORARY TRAFFIC CONTROL SIGNALS
The Contractor may request, in writing, the substitution of portable temporary traffic
control signals for flaggers on two -lane two -way roadways provided the temporary
signals meets the requirements of the MUTCD, Section 647, and Subsection
150.02.A.8. As a part of this request, the Contractor shall also submit an alternate
temporary traffic control plan in the event of a failure of the signals. Any alternate
plan that requires the use of flaggers shall include the use of certified flaggers. The
Contractor shall obtain the approval of the Engineer before the use of any portable
temporary traffic control signals will be permitted.
150.08 ENFORCEMENT
The safe passage of pedestrians and traffic through and around the temporary traffic
control zone, while minimizing confusion and disruption to traffic flow, shall have priority
over all other Contractor activities. Continued failure of the Contractor to comply with
the requirements of Section 150 (TRAFFIC CONTROL) will result in non - refundable
deductions of monies from the Contract as shown in this Subsection for non-
performance of Work.
Failure of the Contractor to comply with this Specification shall be reason for the
Engineer suspending all other work on the Project, except erosion control and traffic
control, taking corrective action as specified in Subsection 105.15, and /or withholding
payment of monies due to the Contractor for any work on the Project until traffic control
deficiencies are corrected. These other actions shall be in addition to the deductions for
non - performance of traffic control.
58
$40,000,000
$3,000
150.09 MEASUREMENT
A. TRAFFIC CONTROL
When listed as a pay item in the Proposal, payment will be made at the Lump Sum
price bid, which will include all traffic control not paid for separately, and will be paid
as follows:
When the first Construction Report is submitted, a payment of 25 (twenty-five)
percent of the Lump Sum price will be made. For each progress payment thereafter,
the total of the Project percent complete shown on the last pay statement plus 25
(twenty-five) percent will be paid (less previous payments), not to exceed one
hundred (100) percent.
When no payment item for Traffic Control Sum is shown in the Proposal, all of
the requirements of Section 150 and the Temporary Traffic Control Plan shall be in
full force and effect. The cost of complying with these requirements will not be paid
for separately, but shall be included in the overall bid submittal.
B. SIGNS
When shown as a pay item in the contract, interim special guide signs will be paid for
as listed below. All other regulatory, warning, and guide signs, as required by the
Contract, will be paid for under Traffic Control Lump Sum or included in the overall
bid submitted.
1. Interim ground mounted or interim overhead special guide signs will be
measured for payment by the square foot. This payment shall be full
compensation for furnishing the signs, including supports as required, erecting,
illuminating overhead signs, maintaining, removing, re- erecting, and final
removal from the Project. Payment will be made only one time regardless of the
number of moves required.
2. Remove and reset existing special guide signs, ground mount or overhead,
complete, in place, will be measured for payment per each. Payment will be
made only one time regardless of the number of moves required.
3. Modify special guide signs, ground mount or overhead, will be measured for
payment by the square foot. The area measured shall include only that portion
of the sign modified. Payment shall include materials, removal from posts or
supports when necessary, and remounting as required.
C. TEMPORARY BARRIER
59
Temporary Barrier shall be measured as specified in Section 622.
D. CHANGEABLE MESSAGE SIGN, PORTABLE
Changeable Message Sign, Portable will be measured as specified in Section 632.
E. TEMPORARY GUARDRAIL ANCHORAGE, Type 12
Temporary Guardrail Anchorage- Type 12 will be measured by each assembly,
complete in place and accepted according to the details shown in the plans, which
shall also include the additional guardrail and appurtenances necessary for transition
and connection to Temporary Concrete Barrier. Payment shall include all necessary
materials, equipment, labor, site preparation, maintenance and removal.
F. TRAFFIC SIGNAL INSTALLATION TEMPORARY
Traffic Signal Installation Temporary will be measured as specified in Section 647.
G. FLASHING BEACON ASSEMBLY
Flashing Beacon Assemblies will be measured as specified in Section 647.
H. PORTABLE IMPACT ATTENUATORS
Each Portable Impact Attenuator will be measured by the unit /array which shall
include all material components, hardware, incidentals, labor, site preparation, and
maintenance, including spare parts recommended by the manufacturer for repairing
accident damage. Each unit will be measured only once regardless of the number of
locations installed, moves required, or number of repairs necessary because of traffic
damage. Upon completion of the project, the units shall be removed and retained
by the Contractor.
I. PAVEMENT MARKINGS
Pavement markings will be measured as specified in Section 150.
J. TEMPORARY WALKWAYS WITH DETECTABLE EDGING
Temporary walkways with detectable edging will be measured in linear feet (meters),
complete in place and accepted, which shall include all necessary materials,
equipment, labor, site preparation, temporary pipes, passing spaces, maintenance
and removal. Excavation and backfill are not measured separately for payment. No
payment will be made for temporary walkways where existing pavements or existing
edging (that meets the requirements of MUTCD) are utilized for the temporary
walkway. Payment for temporary detectable edging, including approved barriers and
channelizing devices, installed on existing pavement shall be included in Traffic
Control -Lump Sum.
K. TEMPORARY CURB CUT WHEELCHAIR RAMPS
60
Temporary curb cut wheelchair ramps are measured as the actual number formed
and poured, complete and accepted, which shall include all necessary materials,
equipment, labor, site preparation, maintenance and removal. No additional payment
will be made for sawing existing sidewalk and removal and disposal of removed
material for temporary wheelchair ramp construction. No additional payment will be
made for constructing the detectable warning surface.
L. TEMPORARY AUDIBLE INFORMATION DEVICE
Temporary audible information devices are measured as the actual number furnished
and installed in accordance with the manufacturer's recommendations, which shall
include all necessary materials, equipment, labor, site preparation, maintenance and
removal. Each temporary audible information device will be paid for only one time
regardless of the number of times it's reused during the duration of The Work. These
devices shall remain the property of the Contractor.
150.10 PAYMENT:
When shown in the Schedule of Items in the Proposal, the following items will be paid
for separately.
Item No. 150.
Item No. 150.
Item No. 150.
Item No. 150.
Item No. 150.
Item No. 150.
Item No. 150.
Item No. 150.
Foot
Item No. 150.
Foot
Item No. 150.
Item No. 150.
Item No. 150.
Item No. 150.
Foot
Item No. 150.
Item No. 150.
Traffic Control Lump Sum
Traffic Control, Solid Traffic Stripe _ Inch, (Color) per Linear Mile
Traffic Control, Skip Traffic Stripe _ Inch, (Color) per Linear mile
Traffic Control, Solid Traffic Stripe,
Thermoplastic Inch, (Color) per Linear Mile
Traffic Control, Skip Traffic Stripe,
Thermoplastic Inch, (Color) per Linear Mile
Traffic Control, Pavement Arrow with
Raised Reflectors per Each
Traffic Control, Raised Pavement Markers -All Types. per Each
Interim Ground Mounted Special Guide Signs per Square
Interim Overhead Special Guide Signs per Square
Remove & Reset Existing Special Guide Signs,
Ground Mount, Complete in Place per Each
Remove & Reset, Existing Special Guide- Signs,
Overhead, Complete in Place per Each
Traffic Control, Portable Impact Attenuator per Each
Traffic Control, Pavement Markers, Words
and Symbols per Square
Traffic Control, Pavement Arrow (Painted) with
Raised Reflectors per Each
Traffic Control, Workzone Law Enforcement per Hour
61
Item No. 150. Modify Special Guide Sign, Ground Mount per Square
Foot
Item No. 150. Modify Special Guide Sign, Overhead per Square
Foot
Item No. 150. Temporary Walkways With Detectable Edging per Linear foot
Item No. 150. Temporary Curb Cut Wheelchair Ramps per Each
Item No. 150. Temporary Audible Information Device per Each
Item No. 620. Temporary Barrier per Linear Foot
Item No. 632. Changeable Message Sign, Portable per Each
Item No. 641. Temporary Guardrail Anchorage, Type 12 per Each
Item No. 647. Traffic Signal Installation, Temp Lump Sum
Item No. 647. Flashing Beacon Assembly, Structure Mounted per Each
Item No. 647. Flashing Beacon Assembly, Cable Supported per Each
62
AUGUSTA UTILITIES DEPARTMENT
WATER SYSTEM PROJECT - MEASUREMENT AND PAYMENT
REVISED MARCH 19, 2004
WATER MAIN
ITEMS W 1A through W-3J - All piping line items shall be measured in linear feet and shall
include costs for piping and installation, trench excavation, trench box, dewatering, asphalt
cutting, normal joints and gaskets, normal backfill, pressure and leakage testing, pipe
sterilization, bacteriological testing, and flushing. No additional payment shall be made for
these items.
ITEM W-4 - jack and bore line items shall be measured in linear feet and shall include costs
for casing piping, carrier piping, and installation, blasting, asphalt cutting, restrained joints
and gaskets, end seals, and normal backfill. No additional payment shall be made for these
items.
ITEM W-5 - Select backfill shall be measured in cubic yards and shall include costs for the
backfill and installation as well as all transportation and stockpiling charges. The volume of
material included shall be the actual measured "in-place" volume. The maximum trench
width used to calculate the volume will be 7 feet. No additional payment shall be made for
these items.
ITEM W-6 - Miscellaneous pipe fittings and connections shall be measured in pounds and
include costs for all fittings and installation including normal joints and gaskets, mechanical
joint restraint, etc., regardless of material. No additional payment shall be made for these
items.
ITEM W-7 - Transition couplings shall be measured individually (each) and shall include
costs for couplings, soil surface preparation, connection to water main, excavation,
asphalt /concrete cutting, installation, normal backfill, and testing. No additional payment
shall be made for these items.
ITEM W-8 - Fire hydrants shall be measured individually (each) and shall indude costs for
hydrants, soil surface preparation, connection to water main, all associated valves and
fittings, concrete pad (if required), excavation, asphalt /concrete cutting, installation, normal
backfill, and testing. No additional payment shall be made for these items.
ITEMS W through W - All valve line items shall be measured individually (each) and
shall include costs for valves, valve boxes /vaults, manholes, valve extensions, excavation,
dewatering, asphalt /concrete cutting, all associated fittings, installation, normal backfill,
and testing. No additional payment shall be made for these items.
WATER MEASURE PMT 04 0319 (2) 1 OF 4
REVISED MARCH 19, 2004
ITEM W-13 - Tapping sleeve and valves shall be measured individually (each) and shall
include costs for sleeve, valve, associated hardware, valve boxes, temporary
plugging/ draining of pipeline, excavation, dewatering, asphalt /concrete cutting,
installation, normal backfill, and testing. No additional payment shall be made for these
items.
ITEM W-14 - Check valves and vaults shall be measured individually (each) and shall
include costs for valves, valve boxes /vaults, manholes, valve extensions, excavation,
dewatering, asphalt /concrete cutting, all associated pipe and fittings, installation, normal
backfill, and testing. No additional payment shall be made for these items.
ITEM W -15 through W-16 - Long and short side water service connections shall be
measured individually (each) and shall include costs for piping, water meter connection,
dewatering, asphalt /concrete cutting (including service markings), installation, normal
backfill, and property restoration. This line item shall include the cost of reconnection of any
existing services, if required. No additional payment shall be made for these items.
ITEM W -17 - Polyethylene pipe wrap shall be measured in linear feet and shall include
costs for pipe wrap materials and installation. No additional payment shall be made for
these items.
ITEM W-18 - Tie -ins to existing lines shall be measured individually (each) and shall
include costs for piping, dewatering, asphalt /concrete cutting, installation, normal backfill,
and property restoration. No additional payment shall be made for these items.
ITEM W-19 - All cut -in gate valves shall be measured individually (each) and shall include
costs for valves, valve boxes /vaults, manholes, valve extensions, excavation, dewatering,
asphalt /concrete cutting, all associated fittings, installation, normal backfill, and testing. No
additional payment shall be made for this item.
ITEM W-20 - Cut and plug existing water line shall be measured individually and shall
include all costs associated with cutting into an existing line and plugging it as detailed in
the plans and specifications. No additional payment shall be made for this item.
ITEM W-21 - Miscellaneous concrete shall be measured in cubic yards and shall include
costs for concrete, installation, excavation, dewatering, soil stabilization, pipe stabilization,
asphalt cutting, and normal backfill. No additional payment shall be made for these items.
PAVEMENT STRUCTURES
ITEM P-1 - Asphalt overlay shall be measured in square yards and shall include costs for
asphalt materials and installation, temporary striping and permanent striping (replaced in
kind), and markers (both temporary and permanent). No additional payment shall be made
for these items.
ITEM P -2 - Aggregate base (10 /s" thick) and asphalt patch (2 " thick) shall be measured in
square yards and shall include costs for all aggregates (regardless of type), 2 " graded
aggregate base removal and disposal, bituminous tack coat, asphalt, installation, excavation,
striping (both temporary and permanent), and markers (both temporary and permanent).
The square yardage calculation shall be based upon a standard width of seven (7) feet for
payment purposes. No additional payment shall be made for these items.
WATER MEASURE PMT 04 03 14 (2) 20F4
REVISED MARCH 19, 2004
ITEM P -3 - Asphalt pavement leveling shall be measured in tons and shall include costs for
all asphalt (regardless of type) used to create a level road surface prior to asphalt overlay as
authorized by the project representative. The payment shall be based upon confirmed
delivery tickets. No additional payment shall be made for these items.
ITEM P4 - Milling shall be measured in square yards and shall include all materials, labor,
equipment, and material removal and disposal costs. No additional payment shall be made
for these items.
ITEMS P-5 through P-6 - Concrete sidewalk and driveways shall be measured in square
yards and shall include costs for existing sidewalk removal and disposal, 3000 psi concrete,
installation, site preparation, formwork, and finishing. Existing concrete shall be removed to
the nearest joint as directed by the project representative. No additional payment shall be
made for these items.
ITEM P-7 - Asphalt driveway replacement shall be measured in square yards and shall
include costs for existing asphalt removal and disposal, asphalt, installation, site
preparation. Existing asphalt shall be removed to the nearest joint as directed by the project
representative. No additional payment shall be made for these items.
ITEM P-8 - Curb and /or gutter placement shall be measured in linear feet and shall include
costs for existing curb and /or gutter removal and disposal, concrete, installation, site
preparation, formwork, and finishing. No additional payment shall be made for these items.
ITEM P -9 - Curb and gutter removal and replacement shall be measured in linear feet and
shall include costs for removal and disposal of existing concrete curb and gutter, concrete,
installation, site preparation, formwork, and finishing. No additional payment shall be
made for these items.
MISCELLANEOUS
ITEM M-1 - Flowable fill shall be measured in cubic yards and shall include costs for all
materials, labor, equipment, and excess materials. No additional payment shall be made for
these items.
ITEM M -2 - Rock excavation shall be measured in cubic yards and shall include costs for
blasting, labor, equipment, and material removal and disposal. No additional payment shall
be made for these items.
ITEM M-3 - Foundation backfill shall be measured in cubic yards and shall include costs for
the backfill and installation as well as all transportation and stockpiling charges. Quantities
shall be verified by trench volume calculation. No additional payment shall be made for
these items.
ITEM M-4 - Clearing and grubbing shall be measured in acres and shall include costs for
vegetation removal, stockpiling, disposal and any required permitting. No additional
payment shall be made for these items.
ITEM M-5 - Fence removal and replacement shall be measured in linear feet and shall
indude all costs associated with removal and replacement of the existing fence with new
WATER MEASURE PMT 04 0319 42) 3 OF 4
REVISED MARCH 19, 2004
materials of like quality as necessary for water line installation. No additional payment
shall be made for these items.
LUMP SUM CONSTRUCTION
ITEM LS Lump sum construction includes, but is not limited to, the items described in
the bid schedule. No separate or additional payment shall be made for these items.
WATER MEASURE PMT 04 03 19 (2) 4 OF 4
BASIS FOR DESIGN:
SECTION 14A
WATER .DISTRIBUTION SYSTEMS
Design shall conform to the requirements as set forth in "Minimum Standards for Public
Water" (latest version) as published by the Georgia Environmental Protection Division
(www.dnr.state.ga.us /dnr). A Professional Engineer registered in the State of Georgia
must prepare the plans and specifications.
There shall be no physical connection between a potable water supply and a questionable
water supply which would allow unsafe (contaminated) water to enter the potable water
system by direct pressure, vacuum, gravity or any other means.
Hydraulic designs shall be based upon pressure data applicable to the portion of the
service area, which will serve the proposed facility. Air release valves in vaults shall be
provided at all high points in the water main as required by the Utilities Director.
All water distribution systems shall be looped to the greatest extent .possible. Water
mains shall have a minimum nominal inside diameter of 8 inches. 6 -inch mains will be
allowed in single - family residential subdivisions where the system is looped. Water
mains having an inside diameter of less than 6 inches will not normally be considered.
During construction when deviations from approved plans are desired, the Augusta
Utilities Department's Inspector shall be notified. Revised plans shall be submitted as
soon as possible to the Augusta Utilities Department for approval. Minor changes not
affecting capacities, flaws or operation may be allowed in the field during construction
by the Utilities Department's Inspector. The Inspector shall have final authority as to
what constitutes a minor or major change. An approved set of Record Drawings clearly
showing any changes shall be submitted to the Augusta Utilities Department Inspector at
the completion of the work and prior to sign -off of the final plat.
The Contractor/Developer is responsible for verifying the exact location, size and
material of any existing water facility proposed for connection or use by the project.
All phases of construction must be completed in accordance with the Erosion and
Sedimentation Act 12 -7 -1 et seq., and no water main must be installed on or in close
proximity of an abandoned landfill site or any site used for waste disposal.
All work that occurs in the public right -of -way shall comply with the Augusta - Richmond
County Planning Commission "Development Documents" (latest version) and Public
Works Department's Right -of -Way Encroachment Guidelines (latest version). Any field
Augusta Utilities Department Design Standards & Construction Specifications
September 2000
1 = 1
changes that occur in the public right -of -way and are not specifically related to water or
sewer items shall be coordinated with the Public Works Department.
DESIGN STANDARDS FOR WATER MAINS:
14.1 COVER
14.1.1 Standard depth of cover is 4 feet below existing and proposed road surface (and
areas designed for normal traffic loading) unless otherwise approved by the
Augusta Utilities Department.
14.1.2 Minimum cover to finished grade over water mains shall be 36 inches. Minimum
cover under ditch bottoms shall be 24 inches. These must be approved by the
Augusta Utilities Department on a case -by -case basis.
14.2HORIZONTAL SEPARATION
14.2.1 Ten (10) feet to any existing or proposed sanitary sewer /force main, storm sewer
or sewer manhole (less than 10 feet requires pipe material to be Ductile Iron Pipe
(DIP) for both Water Main and Sewer/Force Main).
14.2.2 Fifteen (15) feet to buildings, top of bank of lakes /streams /creeks, other structures
(10 feet absolute minimum — only when unavoidable, and pipe material is
required to be DIP).
14.2.3 Ten (10) feet minimum separation to gas mains.
14.2.4 Ten (10) feet minimum to underground electric cable.
14.2.5 Current Georgia EPD separation requirements.
14.2.6 All separation distances above are edge to edge.
14.3 VERTICAL SEPARATION
14,3.1 Water main shall cross over other pipes.
14,3.2 Eighteen (18) inch minimum separation (edge to edge) between all pipes and
cables shall be maintained (6 inch absolute minimum separation with DIP) when
conforming to Georgia EPD separation requirements.
14.3.3 When water mains cross under sewers, additional measures shall be taken. At
Ieast 18 inches of separation between the bottom of the sewer and the top of the
Augusta Utilities Department Design Standards & Construction Specifications
September 2000
14 -2
water main shall be provided. Adequate structural support for the sewer to
prevent deflection or settling on the water main. The joint of water pipe shall be
centered at the crossing. Encasement of the water pipe in concrete shall also be
considered.
14.4 LAYOUT
14.4.1 Normal location of proposed water lines is on the north side of east -west streets,
and the east side of north -south streets.
14.4.2 For existing County roads, the proposed water line will generally be located five
(5) feet inside the right -of -way. For existing State roads, the proposed water line
must be located five (5) feet inside the right -of -way. Unusual circumstances may
warrant deviation. The location of the water line will be determined, also, by,the
Location of the existing lines to be tied into at the beginning and end of the
project.
14.4.3 For subdivisions, the proposed water line shall be located four' (4) feet from the
back of the curb. Where ditches are present beside the curb, refer to the Right -of-
Way Encroachment Guidelines (latest version) published by the Public Works
Department.
14.4.4 Wherever possible, avoid laying water line on the same side of the road as the gas
lines.
14.4.5 Water service lines for residential development shall be located at the center of
lot.
14.4.6 Dead ends shall be minimized by making appropriate tie -ins whenever practical.
Permanent dead ends will not be accepted unless unavoidable. Dead ends shall be
equipped with a fire hydrant. If, under special circumstances, where water lines
smaller than six (6) inches in diameter are accepted, an approved blowoff shall be
required for flushing purposes. A minimum of two 22 -1/2- degree bends shall be
required on 6" and larger water lines in cul -de -sacs and shall be shown as such on
plans.
14.4.7 All water mains shall be placed in right -of -way areas or dedicated easements. All
easements shall allow adequate area to construct and maintain the water line and
appurtenances involved. Permanent easements shall be a minimum of 15 feet
wide with line installed iri center of easement. Permanent easements shall be
provided as needed to serve adjacent property, even if the water line is not
installed at that time. If the line has not been installed to future serve adjacent
property, a larger easement than the minimum may be required to construct future
Augusta Utilities Department Design Standards & Construction Specifications
September 2000
14 -3
line. Easement agreements shall be specific to state that no permanent structures
may be constructed within the limits of permanent easements.
14.5 WATER MAIN MATERIAL
Water mains shall be either ductile iron pipe (DIP), polyvinyl chloride (PVC), or
galvanized pipe as outlined below. Any pipe, solder and flux used during installation of
the water lines and services must be "lead- free" with not more than 8% lead in pipe and
fittings, and not more than 0.2% lead in solders and flux.
DIP shall be centrifugally cast and shall conform to AWWA C150 /ANSI A21.50 (latest
version) for design and AWWA C151 /ANSI A21.51 (latest version) for manufacture.
PVC pipe 6 inch to 12 inch diameter shall conform to AWWA C900 (latest version).
PVC pipe 14 inch to 36 inch diameter shall conform to AWWA C905 (latest version).
For water mains 6" through 16 ", DIP Pressure Class 350 shall be allowed. For water
mains 18" through 24 ", DIP Pressure Class 300 shall be allowed. PVC C900 (most
current date), Class 200, SDR -14 with cast iron equivalent O.D.s, gasket bell end with
elastomeric gaskets shall be allowed for water mains 6" through 10" (solvent weld joints
are not permitted). Galvanized pipe shall be seamless, American made, Schedule 80 and
shall conform with the ASTM Specifications. Flanged DIP shall have threaded ductile
iron flanges and shall conform to the requirements of AWWA C115 (latest version). All
flanges shall be Ductile Iron Class 150, ANSI B 16.5 (latest version). Flanges shall be flat
faced and all joints shall use 1/8 inch black neoprene full -faced gaskets.
Ductile iron pipe and fittings shall have bituminous coating outside and shall be cement
lined in accordance with AWWA C104 /ANSI A21.4 (latest version). DIP shall have
1/16" cement mortar lining with rubber gasket push -on . joints or mechanical joints.
Mechanical joint glands shall be ductile iron. Tee bolts and nuts shall be Cor -Ten steel.
Rubber gasket joints shall conform to AWWA C111 /ANSI A21.11 (latest version), and
shall be furnished by the pipe manufacturer with the pipe. A non -toxic vegetable soap
lubricant shall be supplied with the pipe in sufficient quantities for installing the pipe.
The lubricant shall be approved by NSF for use with potable water mains.
Pipe classes designated previously in this standard are minimum allowed. Actual pipe
class shall be determined based upon the installation and the use intended. Pipe shall be
appropriately labeled on the drawings. All PVC pipe for potable water service shall bear
the approved stamp of the National Sanitation Foundation. Copper wire (12 gauge, bare
single strand) shall be attached along the top of all buried PVC water lines, wrapped
around service corporations and stubbed up into all valves boxes for locating purposes.
14.5.1 DIP shall be required in the following circumstances:
14.5.1.1 Within 10 feet of sanitary and storm pipes.
Augusta Utilities Department Design Standards & Construction Specifications
September 2000
14 -4
14.5.3 Restrained Joints shall be DIP as follows:
14.5.1.2 Within 15 feet of structures (near side of concrete footing), or top of bank
of lakes /streams /creeks.
14.5.1.3 Crossings over or under sewers, gas and storm pipes with less than 18
inches separation, with no joint allowed within 10 feet of crossing.
14.5.1.4 Beneath all paved areas, excluding driveways or sidewalks.
14.5.1.5 Within project boundaries of subdivisions with private roads where the
Utilities Department will take over the line for operations and
maintenance.
14.5.1.6 Along all state right -of -ways.
14,5.2 The Utilities Director may mandate DIP in any instances of off -site or on -site
construction where future abuse to the line is possible due to location or
circumstances.
For 12 -inch and Smaller -- Restrained joint shall be U.S: Pipe Field Lok, American
Ductile Iron Pipe Lok -Fast, EBAA Iron Mega -Lug, or an equivalent product.
For 14 -inch Diameter and Larger — Restrained joint shall be U.S. Pipe TR Flex,
American Ductile Iron Pipe Lok -Ring, or equivalent product.
If inserting in older cast iron pipe, the restrained joint shall be as approved by the
Augusta Utilities Department.
Retainer Glands/Mega -Lug shall not be considered a fitting.
The restraint method shall be suitable for the pipe size thickness and test pressure as
required for the specified design case. The plans shall indicate the restrained length of
pipe each side of the fittings.
14.5.4 Jack and Bore Installations:
Casing pipe used with jack and bore shall be in accordance with requirements of
the Georgia Department of Transportation (GDOT) or railway specifications and
Section 14C Excavation & Backfilling of these specifications. Carrier pipe shall
be restrained joint DIP as outlined in paragraph 14.5.3.
Augusta Utilities Department Design Standards & Construction Specifications
September 2000
14 -5
Directional Bore Installations: Directional bores will be considered as a viable
alternative to jack and bore installation under Augusta- Richmond County
roadways. The Utilities Director will review each case for materials and
construction methods.
14.5.5 Mains may be tapped as long as the tapping line is smaller than the tapped line
unless otherwise approved by the Augusta Utilities Department. See Section 14.9
for service tap requirements. Equal size line connections approved by the
Augusta Utilities Department shall require that a tee be cut into the main where
possible. Tees are also required at locations dictated by the Utilities Director.
Tapped connections in pipe and fittings shall be made in such a manner as to
provide a watertight joint and adequate strength against pull -out.
Tapping Sleeves and Valve shall be ductile iron, mechanical joint. Tapping
sleeves and valves are required for all taps 4 inches and greater. Taps less than 4
inches shall be provided with a .service saddle meeting the requirements of
Section 14.9. Valves shall be provided on all taps. Tapping sleeves shall be a
minimum of 6 feet from pipe joints.
14.5.6 Schedule 40 PVC shall only be used as sleeves for the installation of service line
tubing under all pavement areas. Use in the water distribution system or other
areas are not acceptable.
14.5.7 Unspecified transitions from DIP to PVC are not allowed. Material for transition
shall be indicated and specified and must be approved by the Augusta Utilities •
Department.
14.5.8 All construction material shall be first quality, not previously used. Repair
clamps are not acceptable. Damaged or faulty pipe and materials must be
properly replaced. All gaskets shall be new. When connecting to existing valves
or fittings, gaskets shall be replaced, not reused:
14.5.9 The Engineer shall provide a complete set of shop drawings, which shall indicate
the Augusta Utilities Department's specific material requirements. In general,
material requirements will be guided by the latest versions of the specifications of
AWWA, ANSI, ASTM, and NSF.
14.6 WATER MAIN SIZE
The minimum size of water main shall be 6 inches unless otherwise approved by the
Utilities Director. However, a professional engineer shall justify the size of the pipes
with a hydraulic network analysis.
Augusta Utilities Department Design Standards & Construction Specifications
September 2000
14 -6
The new water main shall have the ability to meet maximum daily demands plus fire flow
requirements as mandated by Georgia EPD "Minimum Standards for Public Water
Systems" (latest version) and the Augusta Fire Marshal. The residual design pressure
under all conditions shall not be less than 20 psi.
14.7 VALVES, FITTINGS AND APPURTENANCES
Valving of all water distribution systems shall be designed to facilitate the isolation of
each section of pipeline between intersections of the network. Generally, the number of
valves at an intersection shall be one less than the number of pipes forming the
intersection. Gate valves, 4 inches to 12 inches, shall be the resilient seat type
conforming to AWWA C509 (latest version). Valves larger than 12 inches shall be gear
operated butterfly valves, conforming to AWWA C504 (latest version). Wafer valves
shall not -be accepted. Valves shall generally be installed at intervals of not more than
2,000 LF.on transmission mains and on all primary branches connected to these mains.
Where possible, a valve shall be installed next to a fire hydrant for locating purposes. In
high density areas (25 dwelling units), valves shall be installed as necessary to minimize
the number of persons affected by a water main break.
The Utilities Director shall determine which mains are distribution or transmission.
Valves shall OPEN LEFT if installed south of Gordon Highway (SR 10), or OPEN
RIGHT if installed north of Gordon Highway. Valves shall be provided with valve stem
extensions to within 6 inches of ground surface, where centerline of pipe to grade is
greater than 4 feet.
Valve boxes shall be M &H E -2702, Mueller H10364 or approved equal. Each valve box
shall be slip -type to adjust for a minimum cover of 36" bury. The flanged base of the
valve box shall be at least six (6) inches above the pipe so not to stress water lines 4" and
smaller. Extension pieces will be required for additional depth over valves. Extensions
shall be M &H E -3120 or Mueller H- 10375. Covers shall have "WATER" cast on top.
All valves, bends, tees, crosses and dead ends shall be restrained by a mechanical
restraint systems as outlined in Paragraph 14.5.3., or by use of a concrete thrust block in
those instances that warrant such an installation. Thrust blocks shall be poured -in -place
concrete having a minimum compressive strength of 3,000 psi after 28 days of cure time.
Calculations for restrained joints shall be provided by the design engineer. Soil bearing
value shall be 2,000 psf maximum. Lower values shall be used when soil is poor quality.
All materials, fittings and appurtenances intended for use in pressure pipe systems shall
be designed and constructed for a minimum working pressure of 150 psi unless the
specific application dictates a higher working pressure requirement.
Standard pressure pipe fittings of size four (4) inch lD and larger .shall be ductile iron
conforming to AWWA C153 (latest version), with mechanical joints unless flanged or
Augusta Utilities Department Design Standards & Construction Specifications
September 2000
14 -7
List of Specifications:
restrained joints are required. Gray cast -iron fittings are not allowed. Ductile iron
fittings shall be cement lined in accordance with AWWA C104 (latest version).
Mechanical joint fittings, 24 inches and smaller shall be rated for 350 psi working
pressure. Flanged joint fittings 24 inches and smaller shall be rated for 250 psi working
pressure. All fittings 30 inches and larger shall be rated for 250 psi working pressure. For
sizes less than four (4) inch ID, fittings shall be suitable to the pipe material and
application. Glands for mechanical joint fittings shall be ductile iron, and tee bolts and
nuts shall be Cor -Ten steel. Only bolt systems furnished by the manufacturer for
mechanical joints are acceptable; nuts and bolts shall be new, not reused. Pipe gaskets
shall be new as supplied by the pipe manufacturer. All flanges shall be ductile iron Class
150, ANSI B16.5. All flanges shall be flat faced. Full face, 1/8 inch black neoprene
gaskets shall be used on all flanged joints. All joints shall conform to AWWA C111
(latest version). Bolts, nuts and washers for flanges shall be hot dip galvanized, except T-
bolts shall be Cor -Ten steel.
ANSI/AWWA C151/A21.51 -96 4 -FEB -1996 or latest version
American National Standard for Ductile -Iron Pipe, Centrifugally Cast, for Water
ANSI/AWWA C150/A21.50 -96 1996 or latest version
American National Standard for Thickness Design of Ductile -Iron Pipe
ANSI/AWWA C115/A21.15 -94 1994 or latest version
American National Standard for Flanged Ductile -Iron Pipe With Threaded Flanges
14.8 FIRE HYDRANTS
Augusta Utilities Department Design Standards & Construction Specifications
September 2000
ANSI/AWWA C111/A21.11 -95 1995 or latest version
American National Standard for Rubber - Gasket Joints for Ductile -Iron pressure Pipe and
Fittings
ANSI/AWWA C153 -98 1998 or latest version
American National Standard for Ductile -Iron and Gray -iron Fittings, 3 in. through 48 in.
(75 mm through 1200 mm), for Water and Other Liquids
ANSI/AWWA C104/A21.4 -95 1995 or latest version
American National Standard for Cement -Mortar Lining for Ductile -Iron Pipe and Fittings
for Water
Fire hydrants shall be provided in all water mains, transmission and distribution systems.
Accepted models are Mueller #A-24018, M &H Figure 29T AWWA Compression Type-
14 -8
Dry Top - Traffic Model 150 psi working pressure, 300 psi testing pressure. Kennedy K-
81 D will also be accepted. All fire hydrants shall be ordered safety yellow body with
white bonnet and caps. Fire hydrants shall be spaced such that the radius of protection
will not be more than 500 feet. In certain areas, closer spacing may be required by the
Fire Marshal.
Each hydrant shall be left turn opening and capable of delivering a flow of at least 500
gallons per minute with a residual design pressure of not less than 20 psi, or a higher flow
as required by the Fire Marshal. Multiple fire hydrants with looped mains and/or Larger
main sizes may be required to provide water for higher flow demand. Flow tests shall be
performed to verify the specified fire flow demand.
Fire hydrants shall be of the dry barrel break -away type conforming to AWWA C502
(latest version), with two 2 %z inches threaded hose nozzles and one 4 t/ inch threaded
pumper nozzle. Hose and pumper nozzle threading shall be national standard. Show
connection shall be 6 -inch mechanical joint. The center line of the nozzles shall be 18
inches above the finish grade. Hydrants shall have a 5 to inch interior valve opening and
be restrained from hydrant to tee at the main. At the discretion of the Utilities Director,
additional protection for fire hydrants shall be provided including but not limited to
concrete filled ductile iron traffic posts.
Fire hydrant branches (from main to hydrant) shall be a minimum of 6 inches ID. Each
branch shall be provided with a resilient seat gate valve located as close as possible to the
r
main. Hydrants shall be located at or nea road right -of -way lines with pumper nozzle
pointing toward the road. A clear zone around all fire hydrants shall be adhered to,
consisting of a 5 foot radius around the hydrant and 7 feet above the top of the hydrant.
Maintain 15 feet minimum from hydrant to all structures. Placement of landscaping,
fencing, etc. shall be considered in order to meet this clear zone requirement.
List of Specifications:
ANSI/AWWA C500 -93 1993 or latest version
Metal- Seated Gate Valves for Water Supply Service (includes addendum C500a -95
ANSI/AWWA C502 -94 1994 or latest version
Dry - Barrel Fire Hydrants (includes addendum C502a -95)
ANSUAWWA C503 -97 1997 or latest version
Wet - Barrel Fire Hydrants
ANSI/AWWA C504 -94 1994 or latest version
Rubber - Sealed Butterfly Valves
Augusta Utilities Department Design Standards & Construction Specifications
September 2000
14 -9
ANSI/AWWA C507 -99 1- DEC -1999 or latest version
Ball Valves 6 in. through 48 in. (150 mm through 1200 mm)
ANSI/AWWA C508 -93 1993 or latest version
Swing - Check Valves for Waterworks Service, 2 in. (50mm) Through 24 in. (600mm)
NPS (includes addendum C508a -93
ANSI/AWWA C509 -94 1994 or latest version
Resilient- Seated Gate Valves for Water - Supply Service (includes addendum C509a -95)
ANSI/AWWA C550 -90 1990 or latest version
Protective Epoxy Interior Coating for Valves and Hydrants
14.9 WATER SERVICE LINES AND TAPS
Tapping sleeves and tapping crosses shall be of a heavy body ductile iron, mechanical
joint suitable for a working pressure of 150 psi for sleeves and crosses larger than 14 -inch
(200 psi for sleeves and crosses equal to or Iess than 14- inch), as approved by the
Augusta Utilities Department.
No direct service taps shall be allowed. All service line taps shall be supplied with
corporation stops. Service line tubing shall be rolled of soft continuous and seamless
copper Type K conforming to AWWA C800 and ASTM B -88 (latest version).
Corporation Stops and Main Connectors:
3 /4" FB600 — 3 Ford or Equal
1" FB600 — 4 Ford or Equal
Taper Thread Inlet by Flare Copper Outlet
Eighth Bends:
3/4" LA02 — 33 Flare 1/8 Bend
3 /4" LA04 — 33 Compression 1/8 Bend
1" LA02 — 44 Flare 1/8 Bend
1" LA04 — 44 Compression 1/8 Bend
Minimum size for residential use shall be one (1) inch. The service line shall be laid in a
straight line and be of a continuous piece of pipe from corporation to curb cock. The
curb cock shall be located 6 inches behind and 8 inches below the top of new curb or
edge of asphalt. Where service connects to DIP or any pressure -rated pipe, service
saddles must be used. Brass double strap tapping saddles shall be used. U -bolt type
straps are not acceptable. All water service taps on the main shall be spaced at a
Augusta Utilities Department Design Standards & Construction Specifications
September 2000
14.10
1
1
1
1
1
1
1
1
1
1
1
1
1
14.10 METER INSTALLATION
minimum distance of 18 inches apart and a minimum of 18 inches from a bell or fitting.
If two or more taps are required at a minimum spacing, they shall be offset 45
alternatively. Services greater than one (1) inch shall be seamless galvanized. 2"
services shall have two 2" 90- degree galvanized elbows per Augusta Utilities' 2 Inch
Water Service detail.
Services shall not exceed. over 100 feet from the main to the meter. Where possible,
meter shall be placed in unpaved area as close to the water main as possible.
The Contractor/Developer shall furnish and install an approved meter box at the
termination point of all water services, and maintain until such time as a meter is
installed. Meters will be installed by Augusta Utilities Department at the time services is
required at the stub -out. Each unit within a residential building (i.e., duplex, triplex, etc.)
shall have a separate meter, unless prior approval is received by the Utilities Director.
The proper sizing of service lines is the responsibility of the design engineer. Meters will
be available in the following sizes only: 5/8 x 3/4, 1, 1'/2, 2, 3, 4 -inch, and larger standard
sizes as necessary. Meter boxes for 1 1 inch and smaller meters are standard. 2 -inch and
larger shall be installed in a meter vault. The Augusta Utilities Department reserves the
right to request historical data for meter sizing.
Meter boxes shall be Rome type, 10" x 19" x 10" cast iron box and lid. The top shall
have cast ribs on the bottom side with four (4) legs to prevent sliding movement. The
box shall have a minimum weight of 37 lbs., for meters 1 1/2 inch or smaller. Meter and
curb stop shall be fully encased by the meter box. Meter vaults (for meters 2 inch and
larger) shall be fabricated of masonry block or pre -cast reinforced concrete using 3,000
psi concrete and #4 rebar. The access hatch shall be made of heavy duty aluminum, and
shall be hinged and lockable. The hatch shall be large enough for removal of the meter
but no smaller than 48" x 36 ". Wall dimensions shall allow 2 feet of working clearance.
Vault floors shall be no less than 4 inches thick with 3,000 psi concrete and #4 rebar,
with the meter located no less than 18 inches off the floor.
The Augusta Utilities Department assumes no responsibility for undersized meters and .
problems associated with it. All meters will be provided and installed by the Augusta
Utilities Department. The meters remain the property of the Augusta Utilities
Department.
Meters should generally be placed 18 inches inside the adjacent utility easement that
parallels the right -of -way. Where sidewalk, two feet of clearance is required between the
customer's side of the sidewalk edge and the meter box. In developments where the
property line is not clearly defined (e.g., condominiums) the meter should be placed for
ready access as approved by the Augusta Utilities Department. Meter and control valves
shall be accessible and unobstructed for 4 feet in all directions. This shall include but not
Augusta Utilities Department Design Standards & Construction Specifications
September 2000
14 -11
be limited to transformers, telephone junction boxes, walls, trees, etc. Meters shall not be
placed in areas that can be fenced, such as backyard. Meter boxes shall not be placed in
any asphalt or concrete surfaced areas (sidewalks, driveways, curbs, etc.) unless approved
in writing by Augusta Utilities. For shopping centers, the developer's engineer should
give special consideration to meter layout so as to satisfy these requirements. When no
alternative is available but to locate in asphalt, the top of box shall be flush with the
asphalt surface. Meters shall not be located in low areas that normally receive storm
water. The box shall also be located outside of parking stalls. The box and lid should be
traffic bearing, but located outside of a commonly trafficked area.
14.11 BACKFLOW PREVENTION DEVICES
Backflow prevention devices shall be provided, as required by the Utilities Director and
as set forth in these Standards. All irrigation systems, water services and fire lines for
industrial/office /commercial, schools, mobile home parks, multi - family residences and
any other locations as determined by the Utilities Director shall require suitable backflow
prevention assemblies on the customer side of service lines (domestic, irrigation, and
fire). Backflow devices shall be tested by a certified person and the results furnished to
the Augusta Utilities Department prior to any water use. Residential development shall
install a "Dual Check" Backflow Device on the customer's side of service line at the
point of tie -in to the water meter. The plumber or builder tying service into the set meter
will submit the test results for the backflow prevention device to the Augusta _Utilities
Department's Inspector prior to acceptance and any water use.
Backflow prevention device assemblies shall be the latest approved product of a
manufacturer regularly engaged in the production of this type equipment. All assemblies
shall be as approved by the America Society of Sanitary Engineering (ASSE), The
American National Standards Institute (ANSI), The American Water Works Association
(AWWA), Foundation for Cross Connection Control and Hydraulic Research of the
University of Southern California, and the Georgia State Plumbing Code.
Type and size of assemblies shall be indicated on the drawings.
Backflow prevention device ownership and maintenance responsibilities shall be as set
forth in the appropriate ordinances. The Owner shall document yearly that the backflow
prevention device has been tested annually by a qualified technician. A copy of the
technician's certification must be attached to the test results and submitted to the Augusta
Utilities Director. Engineer must comply with the Augusta Utilities Department Policies
and Procedures for Backflow Prevention by Containment (latest version). A copy of this
manual is available upon request.
Augusta Utilities Department Design Standards & Construction Specifications
September 2000
14 -12
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
List of Specifications:
ANSUAWWA C510 -97 1997 or Latest version
Double Check Valve B ackflow- Prevention Assembly
ANSUAWWA C511 -97 1997 or latest version
Reduced - Pressure Principle Backflow - Prevention Assembly
14.12 SYSTEM PRESSURES
The design engineer shall not assume a pressure greater than 35 psi at the meter of
detector check valve without confirmation from the Augusta Utilities Department. The
design engineer, if possible, should field verify the available pressures prior to finalizing
their design. The Augusta Utilities Department does not guarantee or warrant any
pressure or flow above what the system can furnish, Augusta Utilities reserves the right
to limit water usage for irrigation in the event of drought, or requirement .by the Georgia
EPD.
14.13 FIRE LINES
All fire lines shall have a detector check valve with a 5/8 inch by -pass meter (to detect
low flows) within the right -of -way or dedicated easement. No exceptions to the by -pass
meter requirement shall be made regardless of sprinkler system type, configuration, etc.
CONSTRUCTION:
14.14 WATER DISTRIBUTION SYSTEM INSTALLATION
Authorization must be obtained from the Augusta Utilities Department to construct, alter
or modify a water line. Construction of water infrastructure will be authorized by the
Utilities Department upon approval of submitted plans and notification of the Augusta
Utilities Department at least 24 hours prior to starting construction (706- 772 - 5503).
Where water lines will encroach public right-of-way,. a Right -of -Way Encroachment
Permit approved by the Public Works Department is required prior to construction. A
Right -of -Way Encroachment Permit application is available through the Public Works
Department (706 - 821 - 1706).
Installation of water mains and associated appurtenances shall be in accordance with
current AWWA specifications and manufacturer's requirements for the specific product.
Loading or unloading and storage of pipe, fittings, valves, etc. shall be done such that to
avoid damage. The interior of all pipe, fittings, valves, etc. shall be kept free of dirt and
foreign matter at all times. All piping shall be placed in a dry trench with a stable
Augusta Utilities Department Design Standards & Construction Specifications
September 2000
14 -13
bottom. Wet trench installation shall be allowed only upon written approval of the
Utilities Director.
Mechanical restraint systems shall be required at each fitting involving a change of
direction and as specified in the approved plans. Concrete thrust blocks will be allowed
in lieu of mechanical restraint systems.
Backfill shall be free of boulders and debris, and shall comform to Georgia Department
of Transportation Specifications. Sharp or rocky material encountered in the base shall
be replaced with proper bedding. Pipe shall be laid on line and grade as designed. Pipe
joints, gravity blocks, service connections, and conflicts shall be left exposed until
visually inspected and approved by the Augusta Utilities Department's Inspector.
Fire hydrants shall be installed true and plumb with the center of the pumper nozzle
facing toward the road. Hydrants shall not be placed in the sidewalk. The engineer will
be responsible for moving hydrants placed in sidewalks.
All . valves shall be placed according to plans. Valve stems shall be installed plumb.
Valve stem extensions are required as described in Section 14.7. Air relief valves shall
be installed at all high points in the water main where air can collect, as shown on the
plans or as directed by Augusta Utilities.
List of Specifications:
ANSUAWWA C600 -93 1993 or latest version
Installation of Ductile -iron Water Mains and Their Appurtenances
ANSUAWWA C605 -94 30 -JAN -1994 or latest version
Underground Installation of Polyvinyl Chloride (PVC) Pressure Pipe and Fittings for
Water
ANSIJAWWA C512 -92 1992 or latest version
Air Release, Air/Vacuum and Combination Air Valves for Water Works Service
14.14.1 Handling and Storing of Materials: Unload pipe so as to avoid
deformation or other injury thereto. Place no pipe within pipe of a larger size.
Store pipe and fittings on sills above storm drainage level and deliver for laying
after the trench is excavated. Valves shall be drained and so stored as to protect
them from freezing.
14.14.2 Pipe Laying (General): The interior of the pipe shall be clean and joint
surfaces wiped clean and dry when the pipe is lowered into trench. Lower each
pipe, fitting and valve into the trench carefully and lay true to line and without
objectionable breaks in grade. The depth of cover below finished grade shall be
Augusta Utilities Department Design Standards & Construction Specifications
September 2000
14 -14
14 -15
not less than 3 feet, or as shown on the drawings. Give all pipes a uniform
bearing on the trench bottom. Allow no trench water or dirt to enter the pipe after
laying. Insert a watertight plug in the open end of the piping when pipe laying is
not in progress.
14.14.3 Boring and Jacking: Where required by the drawings, the water line will
be installed in a steel casing, placed by boring and jacking. Where boring is
required under highways or city /county roads, the materials and workmanship
will be in accordance with the standards of the Georgia Department of
Transportation or local authority. Boring and jacking under railroads will be
governed by the latest A.R,E.A. Standards, Part 5, "Pipelines" and those of the
railroad involved.
14.14.3.1 Casing Pipe: The casing pipe shall conform to the materials standard of
ASTM Designation A252, with minimum wall thickness of 0.219 inch. Steel pipe
will have a minimum yield strength of 35,000 psi. Casing pipe shall be joined
together with welded joints.
14.14.3.2 Carrier Pipe: The carrier pipe shall be ductile iron as specified herein.
14.14.3.3 Installation: The steel casing shall be installed by the "Dry. Bore and Jack"
method. If voids develop or if the bored hole diameter is greater than the outside
diameter of the pipe by more than approximately 1 inch, remedial measures will
be taken as approved by the Engineer.
When installing water line through casing, Contractor shall use mechanical joint
pipe with retained glands through length of casing. The water -main shall be
strapped to 8 foot long treated wooden skids with metal straps throughout length
of casing. The ends of the casing shall be sealed with brick and mortar.
14.14.4 Reaction Blocking: All plugs, caps, tees, bends and other fittings shall be
provided with adequate• reaction blocking as shown on the drawings. Reaction
blocking shall be made to bear directly against the undisturbed trench wall.
Where trench conditions are, in the opinion . of the Engineer, unsuitable for
reaction blocking, the Contractor shall provide tied joints to adequately anchor the
piping as shown on the drawings. All the rods and clamps shall be given a
bituminous protective coating.
14.14.5 Pressure and Leakage Testing: Before any work will be accepted for
payment, the Contractor will fill the piping with water, open outlet as necessary
for expelling the entrapped air. No fire hydrant shall be opened full force during
charging operations. Thereafter, furnish the necessary equipment and test the
piping under the supervision of the Engineer for a period of at least 2 hours at not
less than 1.25 times the design pressure in pounds per square inch, based upon the
highest elevation of the section under test. Pressure testing shall be in accordance
with the latest AWWA Standard C600, Section 4.1. at 1.5 times the working
pressure at the point of testing. Inspect all joints, and remedy to the satisfaction
of the Engineer any defects discovered. Continue the test until all visible leaks
have been eliminated from the part of the system under test, and the pressure
Augusta Utilities Department Design Standards & Construction Specifications
September 2000
remains constant with a maximum pressure drop of 5 psi for the duration of the
test.
Immediately following the pressure test, and before any work will be accepted for
payment, the Contractor shall perform a leakage test. Leakage is defined as the
quantity of water to be supplied into the newly laid pipe, or any valved section
thereof necessary to maintain the specified leakage test filled with water to within
5 psi of the test pressure. No pipe installation will be accepted until the leakage is
less than the number of gallons per hour as determined by the formula:
L = Allowable I-- leakage in gallons per hour.
S = The Iength of pipe in the section tested.
D = The nominal diameter of the pipe in inches.
P = The average test pressure during the leakage test in pounds per
square inch gauge.
The leakage test shall be conducted in accordance with AWWA Standard C-600,
Section 4.1 (latest version).
14.14.6 Connection to Existing System: All connections to existing mains shall be
made under the direct supervision of the Augusta Utilities Department's
Inspector. Valves on existing mains shall be operated by or under direct-
supervision of Augusta Utilities Department personnel. Tapping sleeves and
valves shall be pressure tested prior to tapping. If service to existing customers
must be cut off, the Augusta Utilities Department shall be notified at least three
(3) days in advance to make necessary notifications. The Contractor shall
disinfect and secure appropriate Utilities Department clearances and samples for
any service interruptions which occur as a result of a Contract request for shut
down or error. The clearances shall be obtained within 72 hours of reactivation.
If cut -off of service is required, the Contractor shall be ready to proceed with as
much material pre - assembled as possible at the site to minimize the length of
service interruption. Augusta Utilities reserves the right to postpone service cut-
off if, in the opinion of the Utilities Director, the Contractor is not ready to
proceed on schedule. No customer should be without water for more than four (4)
hours. The Owner/Developer shall arrange for temporary services to Customer if
water will be shut off for more than four hours.
Local chlorination will be required for all pipe and fittings used to complete
connections with the potable water system. Tapping sleeves and valves shall be
chlorinated in accordance with AWWA requirements. All wet taps shall be
witnessed by the Augusta Utilities Department's Inspector.
Augusta Utilities Department Design Standards & Construction Specifications
September 2000
14 -16
14.15 CLEANING AND FLUSHING
Upon completion of installation, the mains shall be flushed and the water disposed of
without creating a nuisance. Flushing must achieve a minimum water velocity of 2.5 fps
in all portions of the pipe. The duration of the flushing will be determined by the
Augusta Utilities Department's Inspector. If, in the opinion of the Augusta Utilities
Department's Inspector, there is insufficient water available for proper flushing, ,the
Contractor shall clean the lines by pigging. No flushing or cleaning shall take place
without an Augusta Utilities representative present. The existing mains that the new
trains are connected to may be required to be flushed under the direction of the Augusta
Utilities Department when service is restored.
14.16 TESTING AND DISINFECTION
All water mains shall be leak tested. The Contractor/Developer shall provide all
equipment, materials and labor necessary for pressure and leak testing. This test must be
observed by an Augusta Utilities Department representative and the design engineer. A
pumping pressure of 200 psi must be supplied at the expense of the
Contractor/Developer. The main tested shall either be isolated from active potable lines
or protected from leakage by a double valve arrangement. All water used for pressure
testing must be potable water with an adequate chlorine residual. Water lines shall be
tested by valve sections. Maximum allowable leakage shall be as determined in
accordance with current AWWA specifications. The standard duration of test is four (4)
hours. Testing procedures shall meet or exceed AWWA C600 (latest version)
requirements. Any portions of the main which fail the test shall be replaced or adjusted
until the entire new main passes the test criteria. The pressure and leakage test shall be
done concurrently.
Augusta Utilities shall be notified at least 24 hours in advance to schedule bacteriological
testing of water mains. The Contractor shall replace or adjust components of the pipeline
which fail the test. Clearance is required from the Utilities Department before the
Augusta Utilities Department will allow the main to be put into service.
All piping complete with fittings and appurtenances shall be sterilized as specified in the
applicable sections of AWWA Specification C651 (latest version) "Disinfecting Water
Mains." Piping and appurtenances shall be thoroughly flushed then chlorinated with not
less than fifty parts per million (50 ppm). Calcium hypochiorite can be used. Water from
the existing distribution system or other source of supply should be controlled so as to
flow slowly into the newly laid pipeline during the application of chlorine. The solution
should be retained in the pipeline for not less than 24 hours and a chlorine residual of 10
ppm should be available at this time. The system shall then be flushed with potable water
and the sampling program started. Sampling taps and chlorinated water used for
disinfection shall be flushed to a location that will not damage property, persons, etc., and
shall be provided by the Contractor/Developer at the expense of the
Augusta Utilities Department Design Standards & Construction Specifications
September 2000
14 -17
Contractor/Developer. The provisions of this paragraph apply equally to new pipe and
fittings and to existing pipelines into which connections have been made or which may
have been otherwise disturbed to the extent that contamination may have occurred. All
requirements of the health authorities shall be observed in executing this work. The
disposal of heavily chlorinated water (following disinfection) must be accomplished in
accordance with the latest editions of the AWWA Standard C651 and the EPD's
Minimum Standards for Public Water Systems.
Two or more successive sets of samples, taken at 24 hour intervals and tested by a State
approved private lab, shall indicate bacteriologically satisfactory water and the results
submitted to the Engineer.
14.17 WATER/SEWER SEPARATION:
A 10 foot horizontal separation shall be maintained between water and sewer lines.
Where the horizontal separation cannot be met or where water and sewer lines must
cross, an 18 inch vertical separation, water over sewer must be maintained. Where the
above conditions cannot be met, water and sewer lines shall be cast iron or ductile iron
pipe with joints staggered such that maximum separation between joints exists. The
water line shall be installed over the sewer line.
14.18 AS -BUILT DRAWINGS:
As the work progresses, record on one set of utility drawings all changes and deviations
from the contract drawings in sizes, lines or grade. Record also the exact final location of
water lines by offset distances to surface improvements such as edge of existing
pavement or to property lines, etc. at a maximum interval of 200 feet. Make sufficient
measurements to locate definitely all water lines etc., to permanent points. The drawings
will show references to all valves, fittings, pipe brand changes, etc. Transfer accurately
all such records in red pencil to white prints of the utility drawings and deliver them to
the Engineer with monthly payment estimate.
14.19 MEASUREMENT AND PAYMENT:
Payment will be made only for elements in place and tested as follows:
1. Pipelines will be paid for at the unit contract price, per linear foot, for each
size, type and class installed, complete, including fittings. No deduction
will be made for the laying length of valves and fittings installed within
pipelines.
Augusta Utilities Department Design Standards & Construction Specifications
September 2000
14 -18
2. Valves will be paid for at the unit contract price for each size and type
installed. Payment therefore will include box or vault as shown on the
plans.
3. Fire hydrants will be paid for at the unit contract price for each size
installed, complete with the lead piping, valve, and main tee, in place as
shown on the plans.
4. Service lines will be paid for at the unit contract price for each size and type
installed, complete as shown on the plans.
Augusta Utilities Department Design Standards & Construction Specifications
September 2000
14 -19
Date: Page 1 of 4
Date: August 26, 2002
First Use Date 2001 Specifications: November 1, 2002
Revised: January 16, 2003
Revised: August 1, 2003
Revised: February 1, 2004
Revised October 15, 2005
' Revised March 21, 2007
DEPARTMENT OF TRANSPORTATION
' STATE OF GEORGIA
SPECIAL PROVISION
Section 167 Water Quality Monitoring
Add the following:
167.1 General Description
This Specification establishes the Contractor's responsibility to meet the requirements of the National Pollutant Discharge
Elimination System (NPDES) Infrastructure Permit No. GAR 100002 as it pertains to Part IV. Erosion, Sedimentation and
Pollution Control Plan.
167.1.01 Definitions
Certified Personnel— certified personnel are defined as persons who have successfully completed the Georgia Soil and
Water Conservation Commission Course Level IA, possess a current certification card from the Commission, and have
attended the Department's WECS seminar.
167.1.02 Related References
A. Standard Specifications
' Section 161— Control of Soil Erosion and Sedimentation
B. Referenced Documents
' NPDES Infrastructure Permit No. GAR 100002, Part IV
GDOT WECS seminar.
Environmental Protection Divisions Rules and Regulations (Chapter 391 -3 -26)
Georgia Soil and Water Conservation Commission Certification Level IA course.
' OCGA 12 -7
167.1.03 Submittals
General Provisions 101 through 150
167.2 Materials
General Provisions 101 through 150.
167.2.01 Delivery, Storage, and Handling
' General Provisions 101 through 150.
167.3 Construction Requirements
167.3.01 Personnel
Use certified personnel to perform all monitoring, sampling, inspections, and rainfall data collection.
Use the Contractor designated WECS or select a prequalified consultant from the Qualified Consultant List (QCL) to perform
water quality monitoring.
' Ensure that monitoring consultants' employees who perform monitoring, sampling, inspections, and rainfall data collection
are GASWCC Certified.
167.3.02 Equipment
1 Provide equipment necessary to complete the Work or as directed.
1 mhtml:file: / /C :\Documents and Settings\sm90173\My Documents\Contract Infotmaion\GD... 3/9/2009
Date: Page 2 of 4
167.3.03 Preparation
General Provisions 101 through 150.
167.3.04 Fabrication
General Provisions 101 through 150.
167.3.05 Construction
A. General
Perform inspections, rainfall data collection, testing of samples, and reporting the test results on the project according to
the requirements in Part IV of the NPDES Infrastructure permit and this Specification.
Take samples manually or with the use of automatic samplers, according to the permit. Analyze all according to the
permit, regardless of the method used to collect the samples.
if samples are analyzed in the field using portable turbidemeters, the monitoring results shall state that they are being
used and a digital readout of NTUs is what is provided.
Submit bench sheets, work sheets, etc., when using portable turbidemeters. There are no exceptions to this requirement.
Perform required inspections and submit all reports required by this Specification within the time frames specified.
Failure to perform the inspections or submit the required reports within the time specified will result in the cessation of
all construction activities with the exception of traffic control and erosion control. Continued failure to perform
inspections or submit the required reports within the times specified will result in non - refundable deductions as specified
in Subsection 161.5.01.3.
B. Inspections
Have the Engineer inspect the installation and condition of each erosion control device required by the erosion control
plan within seven days after initial installation. Have this inspection performed for each stage of construction when new
devices are installed. Correct all deficiencies reported by the Engineer within two business days.
Ensure inspections are conducted by certified personnel on the areas and at the frequencies listed below. Document all
inspections on form DOT -EC -1.
1. Daily:
a. Petroleum product storage, usage and handling areas
b. All locations where vehicles enter /exit the site
2. Weekly and after Rainfall Events:
Conduct inspections on these areas every seven calendar days and within twenty-four hours after the end of a
rainfall event that is 0.5 in (13 mm) or greater:
a. Disturbed areas not permanently stabilized
b. Material storage areas
c. Structural control measures, Best Management Practices (BMPs)
d. Water quality monitoring locations and equipment
3. Monthly:
Once per month, inspect all areas where final stabilization has been completed. Look for evidence of sediments or
pollutants entering the drainage system and or receiving waters. Inspect all erosion control devices that remain in
place to verify the maintenance status and that the devices are functioning properly.
Continue these inspections until the Notice of Termination is submitted.
C. Reports:
1. Inspection Reports:
Summarize the results of inspections noted above in writing on form DOT -EC -1. Include the following
information:
• Date(s) of inspection
• Name of personnel making inspection
• Status of devices
• Observations
• Action taken
• Signature of personnel making the inspection
• Any incidents of non - compliance
mhtml:file: / /C:\Documents and Settings \sm90173 \My Documents \Contract Informaion \GD... 3/9/2009
Date: Page 3 of 4
The EC -1 form shall be signed by the project WECS.
Submit all inspection reports to the Engineer within twenty -four hours of the inspection.
The Engineer will review the reports, inspect the project for compliance, and issue concurrence with the submitted
reports provided the inspection reports are satisfactory.
The Engineer will notify the certified personnel of any additional items that should be added to the inspection report.
Correct any items listed in the inspection report requiring routine maintenance or correction within twenty-four
hours of notification.
Assume responsibility for all costs associated with additional sampling as specified in Part IV.D.5.d.3.(c) and Part
IV.D.5.d.3.(c), of the NPDES GAR 100002 permit if either of these conditions arise:
• BMPs shown in the Plans are not properly installed and maintained, or
• BMPs designed by the Contractor are not properly designed, installed and maintained.
2. Monitoring Reports
a. Report Requirements
Include in all reports, the following certification statement, signed by the WECS or consultant providing
monitoring on the project:
"I certify under penalty of law that this document and all attachments were prepared under my direct
supervision in accordance with a system designed to assure that qualified personnel properly gather and
evaluate the information submitted. Based on my inquiry of the person or persons who manage the system,
or those persons directly responsible for gathering the information, the information is, to the best of my
knowledge and belief, true, accurate and complete. I am aware that there are significant penalties for
submitting false information, including the possibility of fine and imprisonment for knowing violations."
When a rainfall event requires a sample to be taken, submit a report of the monitoring results to the Engineer
within seven working days of the date the sample was obtained. Include the following information:
1) Date of sampling
2) Rainfall amount on sample date (sample date only)
3) NTU of sample & analysis method
4) Location where sample was taken (station number, etc.)
5) Receiving water or outfall sample
6) Project number and county
7) Whether the sample was taken by automatic sampler or manually (grab sample)
b. Test Results
Provide monitoring test results to the Engineer within 48 hours of the samples being analyzed. This notification
may be verbal or written. This notification does not replace the monitoring summary.
3. Rainfall Data Reports
Record the measurement of rainfall once each twenty -four hour period. Measure rainfall data at the active phase of
construction on the site.
Project rain gauges and those used to trigger the automatic samplers are to be emptied after every rainfall event. This
will prevent a cumulative effect and prevent automatic samplers from taking samples even though the rainfall event
was not a qualifying event.
Submit a written weekly report, signed by the WECS, to the Engineer showing the rainfall data for each day. The
daily rainfall data supplied by the WECS to the Engineer will be the official rainfall data for the project.
167.3.06 Quality Acceptance
General Provisions 101 through 150.
167.3.07 Contractor Warranty and Maintenance
General Provisions 101 through 150.
167.4 Measurement
Water Quality Inspections in accordance with the inspection and reports sub - sections will be measured for payment by the
month up to the time the Notice of Termination is submitted or Contract Time expires. Required inspections and reports after
Contract Time has expired will not be measured for payment.
mhtml:file: / /C:\Documents and Settings\sm941731My Documents\Contract Informaion\GD... 3/9/2009
Date:
Water Quality Monitoring and Sampling are measured per each. When the monitoring location is a receiving water, the
upstream and downstream samples constitute one sample. When the monitoring location is an outfall, a single outfall sample
constitutes one sample.
167.4.01 Limits
General Provisions 101 through 150. Submit the report to the Engineer within 7 working days
167.5 Payment
Payment for Water Quality Monitoring and Sampling will be made as follows:
Water Quality Monitoring and Sampling per each is full compensation for meeting the requirements of the monitoring
sections of the NPDES permit and this Specification, obtaining samples, analyzing samples, any and all necessary
incidentals, and providing results of turbidity tests to the Engineer, within the time frame required by the NPDES
Infrastructure permit, and this Specification.
This item is based on the rainfall events that require sampling as described in Part IV.D.5 of the permit. In the event that no
qualifying event occurs for sampling, payment will be made for report preparation submittal.
The Department will not pay for samples taken and analyzed for rainfall events that are not qualifying events as compared to
the daily rainfall data supplied by the WECS.
Water Quality Inspections will be paid at the Contract Price per month. This is full compensation for performing the
requirements of the inspection section of the NPDES permit and this Specification, any and all necessary incidentals, and
providing results of inspections to the Engineer, within the time frame required by the NPDES Infrastructure permit, and this
Specification.
Payment will be made under:
I tem No. 167 !Water quality inspections
peer month
Water Quality Monitoring and Sampling will be paid per each.
Payment will be made under:
Item No. 167
Water quality monitoring and sampling IPer each
167.5.01 Adjustments
General Provisions 101 through 150.
Page4of4
mhtml:file: / /C:1Documents and Settings\sm90173\My Documents\Contract Informaion\GD... 3/9/2009