HomeMy WebLinkAboutHilltop Tank Repainting Contract Documents and Specifications
~""""'';','n'
;1'
I
I-
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
". . ',C" ::'~'~~~I1;,Io'"'~""~"~~'~'~f:'l!lf,~~~t'~~~1';r.~~~~;~r.~:~.~:,r~';i,
"'\\~~~\l'*:'.'
THE CITY OF BOZEMAN
20 E OLIVE' P.O. BOX 1230
BOZEMAN, MONTANA 59771-1230
ENGINEERING DEPARTMENT
PHONE: (406) 582.2280 . FAX '406) 582-2263
CITY OF BOZEMAN
HILLTOP TANK REPAINTING
CONTRACT DOCUMENTS
AND
SPECIFICA TIONS
NAME OF BIDDER: WESTERN INDUSTRIAL, INC.
ADDRESS: 1441 N. NORTHLAKE WA'{
SEATTLE,WA 98103
PHONE No: (206) 632-9891
SET No:
~
JANUARY, 2007
HOME OF MONTANA STATE UNIVERSITY
GATEWAY TO YELLOWSTONE PARK
. . ~';, ":J~"",f;:":"!':Z?,~~:'~"~'~~l~\ :H~:;":<' ;:;~~~:; '<'~"":':;':~~~:"~:~~~:~~
I
J
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
ADDENDUM No. 1
HILLTOP TANK REPAINTING
City of Bozeman, MT
Addendum Date:
Bid Date:
February 2, 2007
February 13, 2007
NOTICE TO ALL BIDDERS
The Contract Document are hereby modified and/or superseded as follows in this Addendum
No.1, and in submittlng a bid, each bidder shall acknowledge receipt of all addenda and
include a signed copy of the addenda with the Bid, according to the procedures outlined in
the INSTRUCTIONS TO BIDDERS.
TO THE CONTRACT DOCUMENTS
1. Section 00300, BID FORM.
a. Replace Page 3 of 9 of the BID FORM with the revised page provided in
· Attachment A' to this Addendum No. 1.
2. Section 00900, SPECIAL PROVISIONS.
a. Add a new paragraph 16.01 as follows:
"16.01 TEMPORARY WATER AND WATER VALVE OPERATIONS
A. Temporary water will be provided to the project site by the City
of Bozeman. The existing fire hydrant within the tank enclosure
will be fitted with a backflow preventer providing a 2" NPT
connection for the Contractor.
B. The Contractor will not be charged for the temporary water
used.
C. The Contractor shall not operate City water valves, this includes
fire hydrant auxiliary valves; all City valves will be operated by
City personnel only. Schedule valve operations with the City of
Bozeman Water /Sewer Superintendent."
b. Add a new paragraph 17.01 as follows:
"17.01 TANK DRAINING
A.
The City of Bozeman will be responsible for having the Hilltop
Tank drained prior to the Notice to Proceed. H.
Addendum No. 1
Page 1 of 35
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
c. Add a new paragraph 18.01 as follows:
"18.01 TEMPORARY POWER
A. The Contractor will be responsible for providing temporary
power to the project site. Temporary power facilities shall not
be located on privately held land without the express written
consent of the property owner. Coordinate with the local
Northwestern Energy office.
B. Temporary power may be located on Public Lands. Any
disturbances associated with the temporary power shall be
returned to their original condition prior to construction.
3. Section 01010, SUMMARY OF WORK.
a. Remove this section and 'Appendix A - Tank Drainage Plan' from Contract
Documents and replace with revised Section 01010, SUMMARY OF WORK
provided in 'Attachment B' to this Addendum No.1.
4. Section 01041! PROJECT COORDINATION, 1.02 - Coordination with Public and Private
Agencies.
a. Revise subparagraph' A' as follows;
"The Contractor will coordinate the disinfection of the Hilltop Tank
with the Engineer and Water Treatment Plant Superintendent. Contact
as follows:
Rick Moroney _
Ph: 406-582-3234
Bacteriological sampling and laboratory testing shall be the
responsibility of the Contractor."
b. Add a new subparagraph 'D' as follows:
"D. The Contractor shall contact the City of Bozeman Water/Sewer
Superintendent to schedule valve operations. Contact as
follows:
John Alston
Ph: 406-582-3215"
Addendum No. 1
Page 2 of 35
I
I
I
I
I
I
I
I
I
I
I
I
I
I
J
r
c. Add a new subparagraph 'E' as follows:
"E. Contact and coordinate with the local Northwestern Energy
office to provide temporary power to the project site."
5. Section 01300, SUBMIITALS, 1.02- Shop Drawings, Product Date, and Samples.
a. Note typo in paragraph' A', section 5.17 should read section 6.17.
6 Section 09970, WATER TANK COATING SYSTEMS.
a. Remove this section from Contract Documents and replace with revised Section
09970, WATER TANK COATING SYSTEMS provided in 'Attachment C' to this
Addendum NO.1.
Issued by Engineer:
~/..
"2' /
~ ""~'''''''''''''''''''-"
Brian Heaston, E.!. .....
Project Engineer
City of Bozeman Engineering Department
~0~
1""\,--'"....
UQl,.C
ACKNOWLEDGEMENT OF ADDENDUM No. 1
The Bidder shall ackn ledge receipt of Addendum No. 1 in the Bid Form and Shall Submit
this Addendum No.1 ith the Contract Documents at the Bid Opening,
Received bY:~
e)
MARK L JACKSON, PRESIDENT
(Title)
z7~01-
(Date)
Attachments: Attachment A through Attachment E
Addendum No. 1
Page 3 of 35
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
SCHEDULE OF ATTACHMENTS
TO
ADDENDUM No. 1
Attachment A
. Section 00300, BID FORM page 3 of 9 replacement.
Attachment B
. Section 01010, SUMMARY OF WORK replacement.
Attachment C
. Section 09970, WATER TANK COATING SYSTEMS replacement
Attachment 0
. Omega Vent Security Shroud Cut-Sheet
. Hatchlok Security Device Cut-Sheet
Attachment E
. 2005 Inspection Report - Tank Interior
. Approved Tank Shop Drawings
Addendum No. 1
Page 4 of 35
____n_... ...___.__.__.__ . "-"
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I ATTACHMENT A
I
I
I
I
I
I
I
I
I
I
I
I Addendum No. 1 Page 5 of 35
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
4.01
Bidder further represents that this Bid is genuine and not made in the interest of or on
behalf of any undisclosed individual or entity and is not submitted in conformity with any
agreement or rules of any group, association, organization, or corporation; Bidder has not
directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid;
Bidder has not solicited or induced any person, firm, or corporation to refrain from
bidding; and Bidder has not sought by collusion to obtain for itself any advantage over
any other Bidder or over Owner.
The Bidder certifies that no official of the Owner, Engineer or any member of such
officials immediate family, has direct or indirect interest in the pecuniary profits or
Contracts of the Bidder.
5.01
The Bidder will complete the Work in accordance with the Contract Documents for the
following lump sum price(s):
ITEM UNIT DESCRIPTION AMOUNT
LS Interior surface abrasive blasting, surface preparation, and
disposal of blasted materials. $
2 LS Exterior surface power~washing and preparation of existing
coatings for a new exterior overcoat system. $
3 LS Application of a new interior zinc/epoxy coating system. $
4 LS Application of a new exterior epoxy/polyurethane overcoat
system. $
5 LS Storage, transportation and disposal of hazardous lead
paint contaminants and spent abrasive media. This item
will only be paid if TCLP lead tests indicate the presence of
lead in the removed paint at a hazardous level as defined
by federal, state and local regulations. $
6
LS
Design/install of an automatically controlled impressed
current cathodic protection system for corrosion control of
the interior submerged surface of the tank.
$
7
LS
Installation of a new tank security vent and manway
security devices
$
TOTAL BID PRICE: $
Dollars)
Section 00300 - Page 6 of 35 - Addendum No. 1
---
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
ATTACHMENT B
Addendum No.1 Page 7 of 35
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
SECTION 01010
SUMMARY OF WORK
PART 1
GENERAL
1.01 DESCRIPTION
A This section outlines the general scope of work to be completed under these
Contract Documents.
1.02 SECTION INCLUDES
A Work Covered by Contract
B. Disposal of Blasting Material
C. OSHA Regulations
D. Hazardous Materials
E. Work Plan
F Field Office Facilities
1.03 WORK COVERED BY CONTRACT
A. The work specified herein consists of improvements to be made to the City of
Bozeman's 2,000,000 gallon "Hilltop" steel water storage tank. The tank is
located at the end of Kenyon Drive in the City of Bozeman as shown on the
vicinity map provided at the end of this section. The tank is constructed at ground
level and measures approximately 93' in diameter and 41' in height. Shop
drawings are available at Contractor request.
Work specified by these Contract Documents shall be substantially complete on
or before November 17, 2007.
1. Surfaces to be recoated include:
a. The entire interior surface of the tank including but not necessarily
limited to all structural members, the interior of the roof and the
floor.
b. The entire exterior of the tank including but not necessarily limited
to ladders and access ports.
Section 01010. Page 8 of 35 - Addendum No.1
,
,
,
,
,
,
,
,
,
,
~
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
,
Work to be completed on the exterior of the tank includes, but is not
necessarily limited to:
a. Pressure washing the exterior surface of the tank in accordance
with SSPC-SPI2 WJ-4 at pressures between 4,000 - 5,000 psi at
the nozzle.
b. Spot repair of bare metal in accordance with SSPC-SP 11 Power
Tool Cleaning to achieve a 1.5 mil profile.
c. Repairing all exterior pits and welds, projectile holes or other
exterior surface area damage resulting from the welding of antenna
equipment shrouding and/or projectile impacts.
d. Replacing the existing tank vent with an Omega Vent Security
Shroud and securing tank roanways with Hatchlok Security
Devices or approved equals.
e. Removing all flash rust that may result from Power Tool Cleaning
prior to application of primer.
f. Coating the exterior tank surface as specified in SECTION 09900
of these Contract Documents.
3.
Work to be completed on the interior of the tank includes, but is not
limited to:
a. Ahrasive blasting the interior of the tank to a Near-White Blast
Finish as per SSPC-SP 10.
b. Containing the interior abrasive blasting operation to prevent the
airborne migration of fugitive dust and contaminants.
c. Obtaining a minimum of 4 representative samples of the blasted
interior paint and abrasive media and testing for the presence of
lead using a metals TeLP extractable test.
d. Repairing all interior pits and welds, projectile holes or other
interior surface area damage resulting from the welding of antenna
equipment mounting brackets and shrouding and/or projectile
impacts.
e. Removing all flash rust that may result from blasting or repairs to a
Nea!"-White finish prior to application of primer.
Section 01010 . Page 9 of 35 - Addendum No. 1
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1.04
f. Disposing the removed interior coating and spent abrasive blasting
media in accordance with all applicable local, state or federal
regulations.
g. Coating the interior tank surface with a complete coating system as
specified in SECTION 09900 of these Contract Documents.
h. Replacing the cathodic protection system as per specifications
contained in SECTION 13010 of these Contract Documents.
4. The Hilltop Tank will be drained by the City of Bozeman prior to issuing
the Notice to Proceed.
5. The Contractor shall provide all labor, materials, equipment, supplies and
appurtenances necessary to complete the work.
6. The Contractor will be responsible for all claims, public or pri vate,
resulting from this project.
7. Lead hazardous waste removal and disposal, if required, on all of the work
will be paid for under the unit price bid for hazardous lead removal and
disposal.
8. Provide a Lead Handling Safety Plan in accordance with Section 010 10
Paragraph 1.05 of these Contract Documents.
DISPOSAL OF BLASTING MA TERlAL
A. If the average results of the 4 interior lead TCLP samples indicate the presence of
soluble lead at a concentration that classifies the removed paint and abrasive
material as hazardous waste, the Contractor will be required to dispose of the
hazardous lead material in a state or federally approved disposal site and follow
all applicable rules and regulations regarding the transport and disposal of the
hazardous waste including obtaining any necessary permits from applicable
agencies. The contractor will be responsible for all costs associated with the
co)]ection, transportation and disposal of the hazardous materials. A bid item for
the disposal of hazardous lead materials removed from the interior of the Hilltop
Tank has been included in the Bid Form. This item will only be paid if it
becomes necessary to treat and dispose of the blasting material as a hazardous
waste.
B. If the results of the lead TCLP samples do not indicate the presence of soluble
lead at a concentration that classifies the removed paint and abrasive material as
hazardous waste, the Contractor may dispose the material at the Bozeman
Municipal Landfill at 2143 Story Mill Road. -
Section 01010 - Page 10 of 35 - Addendum No. 1
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1.05
l.06
1. The Contractor shall furnish copies of the lead TCLP results to the
Landfill Superintendent prior to dumping.
OSHA REGULATIONS
A. The Contractor will be responsible to comply with all applicable Occupational
Safety and Health Administration Construction Standards.
B. Any conflicting information between OSHA documentation and these Contract
Documents shall be revised so the OSHA documents supersede and take
precedence over all other cont1icting information. The Contractor shall be
required to obtain copies of the OSHA document(s) and to complete review of the
same to avoid misrepresentation of OSHA regulations.
HAZARDOUS MATERIALS
A. The Contractor is advised that employees may be exposed to elcmentallead (Pb)
in lead-based paint and fugitive dust while working on the Hilltop Tank.
Employee and public exposure to lead and the management and disposal of lead-
containing waste materials are subject to a variety of federal, state and/or local
regulations. It is the responsibility of the Contractor to ensure these regulations
and other applicable requirements are understood and complied with during the
completion of this proiect.
Those regulations of most concern with respect to this project include, but are not
necessarily limited to, those OSHA standards found in 29 CFR Part 1926,
Subparts D and E (lead exposure and employee protection), 29 CFR 1926 Subpart
M (fall protection) and State of Montana hazardous waste regulations in ARM
Title 17, Chapter 53.
Due to the location of the of the Hilltop Tank and the likelihood of wind and rain,
the Contractor will be required to ensure complete containment of the tank during
interior blasting operations. The Contractor shall take special care to prevent
blasting dust from escaping the interior contained area. Fugitive dust shall at no
time be allowed to migrate from the containment area. The Contractor will be
responsible for all claims of lead contamination resulting from this project, no
matter whether the claim is public or private.
B. Visible air contaminant rules outlined in ARM Title 17, Chapter 8 shall be
adhered to. In no circumstance shall the ambient air quality standard for lead as
presented in ARM Title 17, Chapter 8, Subchapter 2, Section 22 be violated by
the Contractor during work on the Hilltop Tank.
C. The Contractor shall prepare a written plan for the proper handling, containment
and transportation of lead-containing materials and the protection of employee
health and safety as may be required. At a minimum, the plan shall describe those
Section 01010 - Page 11 of 35 - Addendum No. 1
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1.07
engineering controls and practices the Contractor will employ to minimize and
control employee and public exposure to lead and protect employees from fall
hazards and falling objects whenever an affected employee is 6' or more above a
lower level. The plan shall also address those OSHA requirements (29 CFR
1926.62) specifically intended to protect employees from exposure to lead above
prescribed action levels. This plan shall be provided to the Engineer at least 3
days prior to the Pre-Construction Conference.
The Contractor shall also prepare a written plan for the proper handling,
management and disposal of lead-contaminated waste materials regulated as
hazardous wastes. Such requirements are found at ARM Title 17 and are
administered by the Montana Department of Environmental Quality (MDEQ).
(ARM web address: http://deq.mt.gov/dir/legal/title17.asp).
The Contractor shall insure that properly trained personnel are available on the
project site during the term of the project. These trained personnel shall include
at least one person with the authority necessary to implement the specifics of the
plan to insure adequate protection of the environment and employee health and
safety.
The plan shall be submitted to the Engineer and Owner for review at least 3 days
prior to the pre-construction conference. A written plan is required; a simple
listing of the federal, state and/or local regulations that may apply will not
constitute a plan. Work shall not begin on any portion of this project until a
complete plan is on file with the Owner.
D. The Contractor shall prevent employee exposure to potentially harmful levels of
atmospheric contaminants and assure acceptable atmospheric conditions by
complying With the requirements of 29 CFR, Part 1926, Subpart P. Monitoring
equipment shall be supplied as a requirement of this project.
E. The Contractor shall provide a practicable Construction Progress Schedule
showing the order, timing, and progress in which the Contractor proposes to
execute the work. The schedule shall be in Bar Graph, CPM, or PERT format and
will be provided to the Engineer and Owner at least 3 days prior to the pre-
construction conference. The schedule shall he updated and resubmitted as
necessary to reflect project changes or deviations from the proposed schedulc.
FIELD OFFICE FACILITIES
A. The City of Bozeman will allow for field office facilities and material storage to
occur on the same area of land occupied by the Hilltop Tank. The area must be
kept clean and free of garbage and debris at all times. Any areas damaged due to
the Contractor's operations will be repaired and reseeded and thus brought back to
the original condition of the land by the Contractor.
Section 01010 " Page 12 of 35 - Addendum No.1
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
PART 2
PART 3
PRODUCTS - NOT USED
EXECUTION -NOT USED
** END OF SECTION 01010 **
Section 01010 . Page 13 of 35 - Addendum No.1
-
,
,
,
,
,
,
,
,
,
1
,
I
I
I
I
I
I
I ATTACHMENT C
I
I
I
I
I
I
I
I
I
I
I
I Addendum No.1 Page 14 of 35
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
SECTION 09970
WATER TANK COATING SYSTEMS
PART 1
GENERAL
1.01 SUMMARY
A. Wark under this section consists of sudace preparation, priming and painting
necessary to complete the work.
B. Use coating systems specified in this section to finish all water tank components,
unless otherwise indicated. Without restricting volume or generality, work to be
pedonned under this section may include, but is not necessarily limited to:
1. Exterior Steel
') Interior Steel
1.02 REFERENCES
A. Publications listed herein arc made part of this specification to the extent
referenced.
1. American Society for Testing and Materials:
a. ASTM D16: Terminology Relating to Paint, Varnish, lacquer, and
Related Products.
b. ASTM D3359: Test Method for Measuring Adhesion by Tape Test
c. ASTM D4541: Test Method for Pull-Off Strength of Coatings
Using Portable Adhesion Testers.
d. ASTM DlO05: Test for determining dry film thickness
c. ASTM D4417: Test for determining surface profile
')
Steel Structure Painting Council
a. SSPC-SP 1: Specification for Solvent Cleaning
b. SSPC-SP 2: Specification for Hand Tool Cleaning
c. SSPC-SP 3: Specification for Power Tool Cleaning
d. SSPC-SP 5: Specification for White Metal Blast Cleaning
c. SSPC-SP 6: Specification for Commercial Blast Cleaning
f. SSPC-SP 7: Specification for Brush-Off Blast Cleaning
g. SSPC-SP 10: Specification for Near-White Metal Blast Cleaning
h. SSPC -SP 11: Specification for Power Tool Cleaning to Bare
Metal .
I. SSPC-P A 1: Painting Application Specification
Section 09970 - Page 15 of 35 - Addendum No.1
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1.03
1.04
J. SSPC-PA 2: Measurement of Dry Paint Thickness with Magnetic
Gages
k. SSPC-SP12: Water Jetting
DEFINITIONS
A Terms used in this section defined as follows:
ANSI
AWWA
Coverage
FRP
Hel
MDFT
MDFTPC
Mil
MIL- P
NACE
NIST
NSF
OSHA
PSDS
SFPG
SP
SSPC
SUBMITT ALS
American National Standards Institute
American Water Works Association
Total Minimum dry film thickness in mils or SFPG
Fiberglass Reinforced Plastic
Hydrochloric Acid
Minimum Dry Film Thickness
Minimum Dry Film Thickness Per Coat
1/1000 of an inch
Military Specification - Paint
National Association of Corrosion Engineers
National Institute of Standards and Technology
National Sanitation Foundation
Occupational Safety and Health Act
Paint System Data Sheet
Square Feet Per Gallon
Surface Preparation
Steel Structures Painting Council
A. Submit product data under provisions of Section 01300 - Submittals.
B. Submit product data on the following:
1. Submit manufacturer's literature describing products to be provided giving
each manufacturer's name, product name and product line number for
each material.
2. Submit technical data sheets for each coating, gi ving descripti ve data,
curing times, mixing, thinning, and application requirements.
3. Submit color charts showing manufacturer's full range of colors.
C. Submit a lead handling and safety plan as per Section 01010 - Summary of Work.
Submit in accordance with Section 01300 - Submittals.
D. Quality Assurance Submittals:
Section 09970 - Page 16 of 35 - Addendum No. 1
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1.05
1. Certificates:
a. Provide manufacturer's certification that products to be used
comply with specified requirements and are suitable for intended
application.
b. Submit listing of not less than 5 of applicator's most recent
applications representing similar scope and complexity to project
requirements outlined in these Contract Documents. List shall
include information as follows:
I. Project name and address
11. Name of owner
III. Name of contractor
lV. Name of engineer
v. Date of completion
..., Manufacturer's Instructions:
a. Submit manufacturer's installation procedures, if not on product
data sheets, which shall be basis for accepting or rejecting
installation procedures.
QUALITY ASSURANCE
A. Qualifications:
1.
Provide products from a company specializing in manufacture of coatings
with a minimum of 10 years experience.
...,
Applicator shall be trained in application techniques and procedures of
coating materials and shall demonstrate a minimum of 5 years successful
experience in such application.
a. Maintain throughout the duration of application a crew of painters
who are fully qualified.
3. Single Source Responsibility:
a. Materials shall be products of a single manufacturer.
b. Provide secondary materials which are produced or are specifically
recommended by coating system manufacturer to ensure
compatibility of the system.
B. Pre-Installation Meeting:
Section 09970 - Page 17 of 35 - Addendum No. 1
I
I
I
I
I
I
I
I
I
'I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1.06
1.
Schedule a meeting to be held on-site before field application of coating
system begins.
,..,
Meeting shall be attended by Contractor, Owner's representati ve,
Engineer, and Coating Applicators.
3.
Topics to be discussed at meeting shall include:
a. A review of Contract Documents shaH be made and deviations or
differences shall he resolved.
b. Review items such as environmental conditions, surface
conditions, surface preparation, application procedures, and
protection following application.
c. Establish which areas on-site will be available for use as storage
areas and working area.
4. Prepare and submit to parties in attendance a written report of pre-
installation meeting. Report shall be submitted within 3 days following
meeting.
DELIVERY AND STORAGE
A. Packing and Shipping:
1.
Deli vel' products in manufacturer's original unopened containers. Each
container shall have manufacturer's label, intact and legible.
1
Include on label for each container:
a. Manufacturer's name
b. Type of paint
c. Manufacturer's stock number
d. Color name and number
e. Instructions for thinning, where applicable
B. Storage and Protection:
1. Store materials in a designated protected area per manufacturer's printed
data sheet instructions.
1.07
PROJECT CONDITIONS
Section 09970 - Page 18 of 35 - Addendum No.1
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
A. Environmental Requirements:
1. Apply coating materials per manufacturer's printed data sheet instructions:
U. Refer to specific product data sheets for minimum surface
temperature requirements. Surface temperatures shall be at least 5
degrees F above dew point and in a rising mode.
b. Provide for proper ventilation using explosion proof equipment.
Allow to run 72 hours after interior coating application.
c. Adequate illumination shall be provided using explosion proof
lights and equipment.
d. Atmosphere shall be free of airborne dust and insect swarms.
PART 2
PRODUCTS
2.01 ACCEPTABLE MANUFACTURERS
A. This specification lists those products manufactured by Tnemec, Sherwin-
Williams and ICI-Devoe. Materials specified herein are cited as the standard of
quality that will be acceptable.
B. Materials specified herein shall not preclude consideration of equivalent
materials. Equivalent materials shall be submitted to Engineer for consideration
and shall be made at least 10 days priorto date of bids.
I. Requests for substitution shall include evidence of satisfactory past
performance on water tanks.
2. Substitutions will not be considered that change number of coats or do not
meet specified total dry film thickness.
3. Paints for interior wet applications must be listed by NSF International as
certified for potable water contact in accordance with ANSI/NSF Standard
61, Section 5, Protective (Barrier) Materials.
2.02 EXTERIOR OVERCOA TING SYSTEM (Epoxy/Polyurethane)
A. The following coating specification applies to the exterior surface of the Hilltop
Tank.
B. Spot Prime Coat:
Section 09970 - Page 19 of 35 - Addendum No. 1
I
I
I
I
I
I
I
I
I
,I
I
I
I
I
I
I
I
I
I
c.
J.
TNEMEC: Immediately after surface preparation and before any rusting
occurs, apply Tnemec Series 27 Typoxy to all bare steel surfaces. Spot
priming shall be applied at a dry film thickness of 2.0 to 3.0 mils.
~
SHERWIN-WILLIAMS: Immediately after surface preparation and
before any rusting occurs, apply Sherwin-Williams Recoatable Epoxy
Primer to all bare steel surfaces. Spot Priming shall be applied at a dry
film thickness of 2.0 to 3.0 mils.
3.
leI-DEYOE: Immediately after surface preparation and before any
rusting occurs, apply lCI-Devoe Devran 201 Universal Epoxy Primer to
all bare steel surfaces. Spot priming shall be applied at a dry film
thickness of 2.0 to 3.0 mils.
Full Prime Coat:
I.
TNEMEC: Apply one complete coat of Tnemec Series '27 Typoxy at a
dry film thickness of 2.0 to 3.0 mils. To achieve complete finish coat
coverage. the prime coat color should be noticeably different than the
specified finish coat. When feasible the field intermediate coat should be
in the same finish coat color family (blue beige, gray, etc.) with a
difference in light reflectance value of about 10%.
"
SHERWIN~WILLIAMS: Apply one complete coat of Sherwin Williams
Macropoxy 646FC at a dry film thickness of 2.0 to 3.0 mils. To achieve
complete finish coat coverage, the prime coat color should be noticeably
different than the specified finish coat. When feasible the field
intermediate coat should be in the same finish coat color famil y (blue
be1ge, gray, etc.) with a difference in light reflet.:tance value of about 10%.
3.
leI-DEYOE: Apply one complete coat oflCI-Devoe Devran 20]
Universal Epoxy Primer at a dry film thickness of 2.0 to 3.0 mils. To
achieve complete finish coat coverage, the prime coat color should be
noticeably different than the specified finish coat. When feasible the field
intermediate coat should be in the same finish coat color family (blue
beige, gray, ete.) with a difference in light reflectance value of about 100/1,.
Section 09970 - Page 20 of 35 - Addendum No. 1
,
,
,
,
,
,
,
,
Ii
,
~
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
2.04
D. Finish Coat:
1.
TNEMEC: Apply one complete coat of Tnemec Series 1075U Endura-
Shield II at a dry film thickness of 2.5 to 3.0 mils. Color shall be selected
by the Engineer/Owner. Certain finish coat colors may require two-coats
depending upon the method of application and color of the intermediate
coat.
'1
.....
SHERWIN WILLIAMS: Apply one complete coat of Sherwin Williams
High Solids Polyurethane (B65-350) at a dry film thickness of 2.5 to 3.0
mils. Color shall be selected by the Engineer/Owner. Certain finish coat
colors may require two-coats depending upon the method of application
and color of the intermediate coat.
3.
ICI-DEVOE: Apply one complete coat of leI-Devoe Devthane 378
Semi-Gloss Aliphatic Polyurethane Enamel at a dry film thickness of 2.5
to 3.0 mils. Color shall be selected by the Engineer/Owner. Certain finish
coat colors may require two-coats depending upon the method of
application and color of the intermediate coat.
E. Minimum dry film thickness for the complete exterior tank overcoating system
shall he 4.5 to 6.0 mils.
INTERIOR COATING SYSTEM (Zinc/Epoxy)
A. Prime Coat:
1. TNEMEC: Immediately after blasting and before any rusting occurs,
apply one complete coat of Tnemec Series 91-HzO Hydro-Zinc 2000
primer to all bare surfaces. This coating shall be applied to a dry film
thickness of 2.5 to 3.5 mils.
2. SHERWIN- WILLIAMS: Immediately after blasting and before any
rusting occurs, apply one complete coat of Sherwin Williams Corothane I
Galvapac One Pack Zinc Primer to all bare surfaces. This coating shall be
applied to a dry film thickness of 2.5 to 3.5 mils.
3. JCI~DEVOE: Immediately after blasting and before any rusting occurs,
apply one complete coat of lCI-Devoe CathaCoat 316 NSF/UL Potable
Water Zinc Primer. This coating shall be applied to a dry film thickness
of 2.5 to 3.5 mils.
B. Intermediate Coat:
Section 09970 - Page 21 of 35 - Addendum No.1
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
2.05
2.06
1.
TNEMEC: Apply one complete coat of Tnemec Series 20-1255 Beige
Pota-Pox at a dry film thickness of 2.5 to 3.5 mils.
I
SHERWIN RWILLIAMS: Apply one complete coat of Sherwin-
Williams Macropoxy 646PW at a dry film thickness of 2.5 to 3.5 mils.
Color shall be in contrast to the primer.
3.
ICIRDEVOE: Apply one complete coat of leI-Devoe BarRust 233H NSF
Epoxy at a dry film thickness of 2.5 to 3.5 mils. Color shall be in contrast
to primer.
C. Finish Coat
1.
TNEMEC: Apply one complete coat of Tnemec Series 20-WH02 Tank
White Pota-Pox at a dry film thickness of 4.0 to 6.0 mils.
I
SHERWINR WILLIAMS: Apply one complete coat of Sherwin-
Williams Macropoxy 646PW at a dry film thickness of 4.0 to 6.0 mils.
Color shall be in contrast to intermediate coat.
3.
IClwDEVOE: Apply one complete coat reI-Devoe BarRust 233H NSF
Epoxy at a dry film thickness of 4.0 to 6.0 mils. Color shall be in contrast
to intermediate coat.
D. Minimum dry film thickness for the completed interior coating system shall be
9.0 to 13.0 mils.
PAINTING ACCESSORIES
A. Provide painting application accessories as indicated in coating manufacturer's
application instructions, including but not limited to, cleaning agents, etching
agents, cleaning cloths, sanding materials, and clean-up materials.
B. Materials not specifically identified, but needed for proper application, shall be of
a quality not less than specified products.
MIXING INSTRUCTIONS
A. Specific product mixing and thinning instructions arc to be found in the
manufacturer's printed data sheets.
Section 09970 - Page Z2 of 35 - Addendum No. 1
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
PART 3
EXECUTION
3.01 EXAMINATION
A. Site Verification of Conditions
1.
Examine areas and conditions under which application of coating systems
shall be performed for conditions that will adversely affect execution,
permanence. or quality of coating system application.
.,
....
Correct conditions detrimental to timely and proper execution of Work.
3.
Do not proceed until unsatisfactory conditions have been corrected.
4.
Commencement of installation constitutes acceptance of conditions and
responsibility for satisfactory performance.
3.02 PREPARATION
A. Protection
1.
Take precautionary measures to prevent fire hazards and spontaneous
combustion. Remove empty containers from site at completion of each
days work.
.,
Provide drop cloths, shields, and other protective equipment.
3.
Protect elements surrounding work from damage or disfiguration.
4.
As work proceeds, promptly remove spilled, splashed, or splattered
materials from surfaces. Leave storage area neat and cleaned at all times.
3.03 PREPARATION OF SURFACES
A. General
1.
Do not perform surface preparation blast prior to submission and approval
of samples.
.,
The words "solvent cleaning", "hand tool cleaning", "wire brushing" and
"blast cleaning" or similar words of equal intent in these specifications or
in paint manufacturer's specifications refer to the applicable SSPC
specifications.
3.
Where OSI-iA or EPA regulations preclude standard abrasive blast
cleaning, wet or vacuum-blast methods may be required. Coating
Section 09970 - Page 23 of 35 - Addendum No. 1
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
manufacturers' recommendations for wet blast additives and first coat
application shall apply.
4. Hand tool clean areas that cannot be cleaned by power tool cleaning.
5. The Contractor is responsible for any claims, whether public or private
resulting from the surface preparation activities.
6. The Contractor shall take care to prevent damage to the private wireless
broadcast equipment mounted to the tank. Any damage to said facilities
and/or claims brought against the Contractor as a result of the Work shall
be the Contractor's responsibility.
B.
Exterior Surface Preparation
1. Remove all visible oil, dirt, paint chalk and other contaminants in
accordance with SSPC-SP 12 W.T-4 at pressures between 4,000 - 5,000 psi
at the nozzle. Surfaces shaJ1 be tested for chloride contaminants.
a. The Contractor shall take precautions not to damage or
remove tightly adherent paint or primer in preparing the
exterior surface of the reservoir for painting. If the
pressure rating and washing distance for the high pressure
washer removes tightly adherent paint or primer, then the
Contractor shall reduce the pressure and/or change the
spraying distance from nozzle to reservoir at the Owner's
immediate request such that the existing paint system
remains intact. The request and the Contractor's
compliance to and performance of same shall not be
considered a change of condition and as such will not be
subject to any additional monies to the Contractor.
2. AJ1 pitted and rusted areas shall be prepared in accordance with SSPC-SP
11, Power Tool Cleaning, to achieve a surface profile of 1.5 mils. Feather
all rough edges of tightly adhered paint smooth.
3. Pitting and rusting that cannot be prepped using power tools shall be
prepared in accordance with SSPC-SP 3, Hand Tool Cleaning, lo achieve
a surface profile of 1.5 mils.
4. Exterior painting shall not proceed until substrate preparation and
tolerances have been approved by the Owner, Engineer, a representative of
the coaling system manufacturer and the Contractor.
5. The Contractor shall maintain consistent sufface preparation standards in
areas of the tank where preparation may be significantly impeded by
Section 09970 - Page 24 of 35 - Addendum No. 1
-
---
,
,
,
,
,
,
,
,
,
,
,
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
c.
D.
existing private wireless broadcast equipment. The existing mounted
equipment shall not be the cause of change orders to the Contract.
Interior Surface Preparation
1.
Remove all visible oil, grease, dirt, and other soluble contaminants in
accordance with SSPC-SP 1.
'1
All interior surfaces, including structural supports and roof, shall be
abrasive blast cleaned to a Near-White Finish, removing all existing paint,
rust, din, mill scale and foreign matter in accordance with SSPC~SP 10
(NACE No.2). A surface blast profile of 1.5 to 2.5 mils is required.
Welds and Pitting
1. Prepare welds such that there is: No undercutting or reverse ridges on
weld bead; No weld spatter on or adjacent to weld or any other area to he
painted; No sharp peaks or ridges along weld bead.
2. Grind embedded pieces of electrode or wire flush with adjacent surface of
weld bead.
3. Provide grinding where structure surface is not smooth or resultant weld
surface is not a smooth ripple.
4. Round or chamfer sharp edges and grind smooth burrs, jagged edges, and
surface defects.
5. Prepare spot weld damage to interior and exterior of tanks.
6. Abrasive blast after grinding to provide specified anchor profile.
7. Corrosion pitting in prepped bare steel shall be filled flush with a
putty/fairing compound compatible with the coating system.
E.
Interior Pre-Blast Cleaning Requirements
1. Remove oil, grease, welding fluxes, and other surface contaminants prior
to blast cleaning in accordance with SSPC-SP 1.
F.
Interior Blast Cleaning Requirements
1. Surface blasting shall be completed with equipment, pressure, and
abrasive blast media of the type and size to obtain the specified surface
Section 09970 - Page 25 of 35 - Addendum No. 1
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
profile and degree of cleanliness as recommended by coating product
manufacturer for each type of coating. Select type and size of abrasive to
produce a surface profile that meets coating manufacturer's
recommendations for particular primer to be used.
2. Do not reuse abrasive, except for designed recyclable systems. Recycled
blast media shall be cleaned so as to be free of moisture and
contamination. Record type and amount of abrasive media used.
3. Meet applicable federal, state, and local air pollution and environmental
control regulations for blast cleaning and disposition of spent media and
debris and worker exposure.
G. Post-Blast Cleaning and Other Cleaning Requirements
1.
Clean surfaces of dust and residual particles from blasting operations by
dry (no oil or water vapor) air blast cleaning or other method prior to
painting. Vacuum clean enclosed areas and other areas where dust settling
is a problem and wipe with a tack cloth.
'1
...
Paint surfaces the same day they are blasted, unless dehumidification
equipment is provided and properly operated on a continuous basis during
surt'ace preparation and coating application. Re-blast surfaces that have
started to rust before they are painted. It is the responsibility of the
Contractor to ensure a rust-free surface is maintained during the entire
coating process.
3.
Horizontal surfaces subject to contamination by dust settlement, such as
welds, tloors, and tlanges on rafters and girders shall be re-cleaned
immediately preceding coating application by dry air blasting, vacLlummg,
or by wiping down.
4.
For structures blasted with steel shot or grit, remove all spent steel shot or
grit from tloor, comers, flanges, girders, and other areas as necessary
using a magnetic broom and dry air blasting.
3.04
PAINT MIXING
A. Multiple-Component Coatings
Section 09970 - Page 26 of 35 - Addendum No. 1
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
3.05
1.
Prepare using the contents of the container for each component as
packaged by paint manufacturer.
')
No partial batches will be permitted.
3.
Mix coating in manner and for length of time as recommended by coating
man ufacturer.
4.
Allow coating to set or "sweat" for amount of time as recommended by
product manufacturer.
5.
Do not use multiple-component coati.ngs that have been mixed beyond
theIr pot life.
6.
Furnish small quantity kits for touchup painting and for painting other
small areas.
7.
Mix only components specified and furnished by paint manufacturer.
R.
Do not intermix additional components for reasons of color, or otherwise,
even within the same generic type of coating.
RUse of accelerators, thinners, or other additives is not acceptable for coatings in
contact with potable water unless approved hy product manufacturer and provided
with ANSIJNSF certification letters for the coating system.
C. Keep paint materials sealed when not in use.
PAINT APPLICATION
A. General Requirements
1. Apply coating systems in compliance with manufacturer's instructions and
using application method best suited for obtaining full, uniform coverage
and hide of surfaces to be coated.
a. Work shall be implemented in compliance with applicable sections
of A WW A D102 and the latest revisions thereto.
b. Spray application of exterior coating system components is not
permitted.
c. The Contractor is responsihle for any claims, whether public or
private resulting from application of the paint coating systems.
Section 09970 - Page 27 of 35 - Addendum No. 1
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
3.06
2. Apply primer, intermediate, and finish coats to comply with wet and dry
film thicknesses and spreading rates for each type of material as
recommended by m.anufacturer and in accordance with SSPC-P A 2.
3. Number of coats specified shall be minimum number acceptable. Apply
additional coats as needed to provide a smooth, even application.
a. Closely adhere to re-coat times recommended by manufacturer.
Al10w each coat to dry thoroughly before applying next coat.
Provide adequate ventilation for tank interior to carry off solvents
during drying phase.
4. Employ only application equipment that is clean, properly adjusted, and in
good working order, and of type recommended by coating manufacturer.
5. Provide ventilation, heating, and/or dehumidification as required to meet
manufacturer's environmental requirements of coating being applied.
6. After surface preparation, spot primer on interior weld seams shal1 be
hrush applied.
7. The Contractor shall maintain dry and wet film thicknesses 111 areas of the
tank where painting may he significantly impeded by existing private
wireless broadcast equipment. The existing mounted equipment shall not
he the cause of change orders to the Contract.
B. Thinning requirements for specified products are to be found in the paint
manufacturer's printed data sheets and are to be strictly adhered to.
REP AIR AND RESTORATION
A. At completion of work, touch-up and restore finishes where damaged.
1. Repairs shall be made in accordance with manufacturer recommendations.
B. When stain, dirt, or undercoats show through final coat, correct defects and cover
with additional coats until coating is of uniform finish, color, appearance, and
coverage.
C. Touch-up of minor damage shall be acceptable where result is not visibly
different from surrounding surfaces. Where result is visibly different, either in
color, sheen, or texture, recoat entire surface.
1. Minimum dry film thicknesses shall be provided for any and al1 recoated
surfaces.
Section 09970 - Page 28 of 35 - Addendum No. 1
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
3.07
FIELD QUALITY CONTROL
A. The owner may choose to assign a city inspector or employ a 3nJ party inspector
to supervise and approve the various steps of the project.
1. Provide staging, ventilation, safety, confined space, and lighting
equipment and any assistance as necessary to the Engineer for inspection.
'1 Leave staging area and lighting up until Engineer has inspected surface
preparation or coating.
B. Contractor is solely responsible for ensuring compliance with surface preparation
standards and paint application standards of these Contract Documents and
manufacturer's recommendations.
B. Inspection Details:
I . Documents
a. Review Contract Documents and applicable sections of referenced
standards.
'1
Field Painting Inspection
a. Verify cleaning operations to surfaces are to condition specified.
b. Verify conformance of paint to specification.
c. Verify environmental conditions are satisfactory for application of
specified paint in accordance with manufacturer's
recommendations.
d. Check for thickness of each coating, final thickness and holidays.
e. Check touch-up for final finish.
f. The coating on all interior surfaces subject to immersion service
shall be tested for holidays or pinholes using a low voltage holiday
detector, such as a Tinker Rasor M-1. Care shall be taken to
ensure that the proper voltage is used for the applied thickness of
the coating. The voltage used shall be as recommended by the
coatings manufacturer. All holidays or pinholes identified shall be
repaired by the Contractor. The contractor shall furnish the testing
equipment in good working condition.
3. Field Testing and Inspection Equipment
Section 09970 . Page 29 of 35 - Addendum No.1
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
a. Product Manufacturer or Contractor shall provide the following
equipment as required depending on the coating type, the product
manufacturer's recommended quality control procedures, and/or
specific requirements of these specifications.
1. Provide a minimum of two surface thermometers, magnet
mounted dial thermometer to measure surface temperature.
PTC Instruments Surface Thermometer Model 315 F, or
approved equal.
11. Provide ambient maximin thermometer.
111. Provide one set of Visual Standards for Abrasive Blast
Cleaned Steel, SSPC-VIS 1, Standard Reference
Photographs.
IV. Provide a wet film thickness gauge (1 to 80 mils)
v. Provide a magnetic type dry film thickness gauge (Q to 40
mil).
VI. Provide NIST (National Bureau of Standards) Certified
Coating Thickness Calibration Standards, Model PF (0 to
38 mils).
Vll. Low voltage holiday detector, such as a Tinker Rasor M-I.
V111. Coating and environmental test equipment shall be stored
and maintained at the project site in calibrated, working
condition. All equipment shall have appropriate
manufacturers' data sheets. Test equipment shall be
available to Engineer and Owner for testing purposes.
4.
Condition and Test Inspection Logs
a. The Contractor shall keep and maintain a daily condition log
recording the environmental conditions present during each day of
coating system application.
1. . Contractor shall apply coatings only when environmental
conditions satisfy manufacturer's recommendations.
Section 09970 - Page 30 of 35 - Addendum No.1
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
3.08
3.09
b. Contractor shall measure dry film thicknesses and provide results
to Engineer for concurrence and approval prior to application of
subsequent coating layers.
c. Contractor shall provide all condition and test inspection records to
Owner and Engineer at project completion.
PROTECTION
A. Protect painted areas against damage until paint system is fully cured.
WASTE MANAGEMENT
A. General Requirements
1.
Place materials defined as hazardous or toxic waste in designated
containers.
'1
Return solvent and oil soaked rags for contaminant recovery and
laundering or for proper disposal.
3.
Do not dispose of paints or solvents by pouring on the ground or in
sanitary sewer. Place in designated containers for proper disposal.
B. Refer to SSPC-Guide 6 for containing debris generated during paint removal
operations.
1. Due to the location of the Hilltop Tank and the likelihood of wind and
rain, the Contractor will be required to ensure complete encapsulation
and/or containment of the tank during blasting operations. The Contractor
shall take special care to prevent blasting dust from escaping the
encapsulated or contained area.
C. Refer to SSPC-Guide 7 for the disposal of lead-contaminated surface preparation
debris.
1.
Surface preparation debris shall be disposed of in compliance with
applicable federal, state and local regulations.
'1
Provide a written plan as per SECTION 01010 of these Contract
Documents for the proper handling and disposal of lead-containing
materials.
3.
Contractor shall be responsible for costs associated with containment and
waste disposal that may result from execution of this project.
Section 09970 - Page 31 of 35 . Addendum No.1
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
3.10
3.11
DISINFECTION
A. Disinfection of interior surfaces shall be performed in accordance with all state
and local requirements and those of A WW A C652-02, Disinfection of Water
Storage Facilities.
B. Bacteriological sampling and laboratory testing shall be the responsibility of the
Contractor.
C. Coordinate disinfection procedures with the Water Treatment Plant
Superintendent, Rick Moroney.
D. The tank shall not be returned to service until such time as the Owner and
Engineer approves the disinfection.
PRESERV ATTON, RESTORATION AND CLEANUP
A. Confine operations to construction easements, work areas described, or as
approved by the Engineer. Protect existing structures, equipment, vehicles and
utilities and keep work area neat and orderly at all times. Keep the work site free
from accumulation of waste materials and rubbish.
B. Prevent contamination of the project area. Do not dump coating materials, spent
abrasive, paint debris, waste oil, rubbish or other similar materials on the ground
or sanitary sewer or in any waterway. Use caution to prevent soil, stream or
groundwater contamination. Contractor shall be liable for containment and
cleanup or any contammation of aquifer, stream, and/or soil at his sole expense.
C. Cleanup work site of all excess equipment, materials, and debris and place in
designated areas at the end of each day.
D. Upon completion of the work, remove all materials, scraps, and debris from the
project area and from the interior of all devices and equipment. Remove staging,
scaffolding and containers from the site or dispose in a legal manner. Leave
worksite free of rubbish or excess materials of any kind.
E. Completely remove paint spots, oil, or stains upon adjacent surfaces and tloors
and leave the entire job clean. Touch up coating scratches, scrapes, or chips in
interior and exterior surfaces.
F. Any damage to structures, equipment, utilities, nearby facilities, or to the project
site resulting from Contractor related work activities shall be promptly corrected
in an Engineer-approved method by the Contractor. The Contractor, at his sole
expense, shall complete repair in a timely manner to restore item to
preconstiuction condition to the Engineer's satisfaction.
Section 09970 - Page 32 of 35 - Addendum No. 1
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
3.12
WARRANTY
A. The Contractor ~hal1 provide a 2-year labor and material warranty to protect
Owner against defects in workmanship and product performance including, but
not limited to, peeling, blistering and cracking.
B. Owner shall set a date for a I-year inspection. Inspection will be attended by
Owner's representative, Engineer, and Contractor.
C. Any deficiencies in the coating system noted during or prior to the I-year
inspection and/or 2-year warranty term will be repaired at the Contractor's
expense.
** END OF SECTION 09970**
Section 09970 - Page 33 of 35 - Addendum No.1
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
ATTACHMENT D
Addendum No.1 Page 34 of 35
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
PROTECT
I
YOUR COMMUNITY'S WATER
SYSTEM
I
I
I
Terrorists do not jiJCllS
011 (me target alld make
a plan to attack it. Tiley
Stlllly a series of targets
alld attack tile weakest
olle.
I
I
I
CRITICAL IN TODA Y'S SECURITY
ENVIRONMENT
llldustry experts agree
tha/finished water
swrage tanks are among
the most l'ulllerahle
targets for intentional
intmduetion of
biologiealorchemieal
cOIltaminants..
Omega Dimension & Weights
I
Size Existing Vent Pipe Dome Height Total
Diameter (Inch) (Inch) Weight
(Inch)
Small 6 to II 2] :w 65
Medium 10 to 16 39 24 200
Large 18 to 24 55 28 390
The Omega Vent Security Shroud safeguards
community water supplies from acts of terrorism,
vandalism or sabotage.
I
Recent EPA-mandated Vulnerability Assessments bave
identified water tank air vents as one of the most
critical high consequence access points to many
communities' drinking water system. Unfortunately,
existing traditional vent screens provide little or no
vent security.
I
I
The patent-pending Omega Vent Security Shroud
prevents intruders from contaminating potable water
storage tanks through new or existing air vents or
ducks. While protecting the storage tank, the Omega
Vent Security Shroud still allows the storage tank need
for ventilation.
I
I
fl ~ Cr)l T r;...------- L'.
~~. ._,~~_.... L ._,~;.
1\111111111'
:"...: " ; :) t-.!
1_: I....i ( I
I
SPECIFICATIONS
J; Constructed of heavy-gauge carbon steel
)- Custom powder paint, unless otherwise specified
)- Screened with 24x24 mesh stainless steel. unless otherwise
specified
y Base plate attaches to either straight pIpe or pipe flange.:. as
specified for ASME/ANSl B Ib.1 Class 125 Steel Pipe. For
installation to flanged, vent pipe must extend at least 4
inches abovc ground surface or top of tank. For installation
to non-flanged vent pipe. vent pIpe must extend at least S
inches above ground surface or top of tank.
:;. Each Unit includes installation
'.r Each unit . includes an Comprehensive Compliance
Assessment of the storage tank
)..- Concept and design are Patent Pending
Liquid Engineering Corporation * P.O. Box 80230 * Billings. MT 59108 * 1-800-438-2187
I
/
-<'
~ /~.
"I,>~ i
-,..,'
,. -
~ I.'
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
\
; 'lENT SE,CURITI- S_HR01.JD INSTALL...\Ti 01\
INSTRlfCTIONS
1
Base plcTe attGChe5 to
pIpe f!anga as specified
for ASMEI At-JSI B16J
Clus~ 125 S"Teel Pipe.
F(1r installation to
flanged vent pipe, vent
?ipe must ext~ntJ ct
leasT 4 inche:: above
ground surface or top of
tcnk.
:1. A ttach base plate "fa
flanged pipe Wit\'
provide-I:! bolts.
4. Place center cyl;n:kr inside
bolt radius.
5 Lower Vent Shroud :JVcr
cenTC'" cylinder &. base piate
wr.til locking tabs fit into
n':Jtcne.:;on the: base plate.
6. Secure Vent 5hroud wi1h
locks or other means deemed
?
.....
----,...:.._.."_.,,~-~
_------- r---..., -------
-- - ---.------- ...........
-~~-~
......---- .
--- I
.\
---'-----'//1 ..
-~-~
~~ i
I
1
".
~--
I -__
\ ----
-'1"___
I ---
i
i
i
~
......----
, EASE PLA TEIST A,"'lDARD FLA!'~ (J[: MOLT
l A SSF.1\'IBLY
:sAlE PLAIr:
--] ::::::::::!
L....-______
_____J C:-j
~-~-'
PIPE WITH
;i1~.N1lARD L1...H i.:.E
,~
--1
\
1
I
I
I
I
I
~.
~=-
~.~
~
I
I
!
----.~
"r'
----
-~~
._------~--
.....,....,..~...,.......,--_______r_,..............._..........., ___
1~~-~1
l \
-- ----. .----- ---_.--~
~ --~- --........-
__~~ l~ ~.~
~.....-' c=:: ~......... .--~,. """"
",=:, (/-----------~~', ==::>
\', "-
~'_ C' '--
........-=:-....
'""'- --....-..-
I
/1
~.. ,,",
-"-_.....-~ --
c::-=- -,
~~>.-
-..............~~
'---
;#
~_r---" ~_
//---'9---~
,< (" --- -
kC' ',-
t',-_ "~
" ........'----'
. ----
'~r---===
\
--:-, -' \
....), ,I i
__~J _~'/i
-~/
I
!
~---........,.
-- ~~ ~..
--~
'':-:::)
i
i
I
l,
....,-....
,/
.'-------.-..-----
I
I
OMEGA
I
VENT SECURITY SH.ROUD'Tlo'''A1'"ll:NT''~O'NG
I
PROTECT1V~, ALi...-ST'E:.E:L CONSTRUCTION, EASY ,.0 INS'TALL
I
I
J:.01'-'t: ~~tl'\~'l. i).
!~'~Tl-, ,:'Ii':'t, ;;:;
1'-
I
I
--=7i
I \
,I .~ \1
I ~'"l- I I
I I I ~ I
" i r---------------i I :J
I " 1 [ ~ I
~.I\ '. I I I : I '
:2 J t I I I , \
-"!'-r'.i I rJ :
L..- r..o..r~::~~--:=-~:~..:_-:...-l ~
_.6 I \
I
I
\.
\~F'!:.:R'tOiF~ R,.~;-;lf
:::".lo,~I!'..:; ',".::11"- fOll"'E
,1::iH :::-[2:=
I
/'..1 r-'
\ t , \ '. \ '-,
· ~ l ....
I I I
r I ,
,~ U
I .
I .
"ri >r1
It-. I'
I I I
I I I
I I I
\) +,
J
1
, j
",[~
T
"I
I
,
I
I
I
'lEI',;-;- -~ _':'~'\I
. /j:=1..- .:;.[ I 1t::).-i.L,TI -
~ >_ I ... _" "0' '111~ I L' I I "-"
I
DiMENSiONS. WEIGHTS. A.ND AIR FLOW
I
\ D2 I
[Outer C<~lindlllj
I (In~h:
I
i
Existing Dl
.5i7.~ V<!f',~ PIp" DC1ll1(
Diameter (ind':,
(inck)
Smoll o t:J 8 ..,.
<.,
IV\edIU~\ 10 to 16 39
L:lrgc l~ TO 24 55
X -Large ::0 to 36 80
I
ill
3<1
I
47
68
,I..r- flow .nto the ,lEnt at Int~',I"IOr 'Tl~tIC r"'~~~\lrr. (If -1.4 incne.<; of wo,'e, Plcw/PreSS'JI'<': l.urvt5 w'e; available.
I
I
I
~:!eo!"'YR1GlrT::::00 l. ...""~, C"'l'll'"OP,^TI~'N. AI.J" ",.Co\ol'l'!> ft~!:l:!:ll.ve:o
I
I
\.(
H~ighT
finch)
II Torn! I WeigtT:' of
Wtlight I Hetll/totSt
I Fi:'Ilf" Pie-:::es I Piece
(Ih!,:! (Ibs:)
,
L
20 6~ ~-' 1~:4' 5 ,570
~:>
24- 200 110 ! 33.6115.100
:'8 390 0.5127.60";
33 790 32Q
i~"":'
:=:H---:::t :::::
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
PROTEC
YOUR COMMUNITY'
WATER SYSTEM
with the
The Hatdtlok provides a bullet-proof solution to
s~uring your ac~ hatc:h against acts of vandalism
or attempts at forced enny to your finished water.
_t~""J
In today's security environment. preventing acts of
vandalism or sabotage are critical to the safe operation
of community water supplies.
Recent EPA-mandated Vulnerability Assessments have
identified potable water storage tanks as one of the
most critical high consequence access points to many
communities' drinking water systems.
Offered by Liquid Engineering Corporation, the patent-
pending Hatchlol<:'" hatch locking device is installed
over the top of the existing hatch cover, preventing an
intruder from defeating or bypassing the lock or
hinges.
Designed for fast and easy instalJation-typic3l1y less
than one man hour-the Hatchlok'" does not
compromise functionality or tank access in any way.
The Hatchlok"" features the following unique design
specifications:
. Massively constructed of industrial-grade steel
. Shrouded lock d~sign prevents attack or defeat of
the lock
. Easily installed on steel. concrete or wood tanks
. Designed for easy field installation
. Fully adjustable. to allow for future modification or
adjustment of the existing hatch structure
. An available integrated option provides the solution
for reinforcement of light gauge. damaged or
deteriorated hatch covers
. powder coated for lasting resistance to the elements
. Virtually maintenance-free
Other applications and material specifications are
available upon request.. Call for complete technical
specifications and availability.
Call a Liquid Engineering representa ve today
for complete information.
1- 800-438-21 7
I
www.liquidenglneering.com
I:!:DIIII'riI"'"I....~""~.~YfAN,M.L_\.~
~~~~~~~
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
ATTACHMENT E
Addendum No. 1 Page 35 of 35
I;~ 11: () MAS, D E ~\ N
I l
....- .L \J
\..... 1 i
I
..-~.
---
Iro:__I r; I
I
I
;1/ a - C" J.-'l
2-4-/37
& HOSKINS, INC.
1200 Twenty-Fifth Street South
Great Falls 1 MT 59405
LET.TER OF TR4NSMITTAL
f'(r:i'1j~y ClO >T
./
DinE: Mc.,n-.h
22-1 /7B,r
/ '
WcJ~f .s)- s-+c ~~I"
, .8 ()? ~ J.-, f,;.. I tft cu,.,Ic,.
/ /
)'-r'V'I',.-CS She,
,
JOB: IS (l7~ t.-Y!<O'l
II! ti sf-,
rip t:I U!/J 1J -g
I
_1~iL~I/lhOtf
I
III I :
L I
ITHESE ARE TRANSMITTED as
1'-'~l\Jrn~ ~MEN
I~~.L.I. 1 Lt~. :
WE ARE SENDING 'LOU
Ir0110:Ning items:
L.xl S hop drawing s
ID Copy of letter
I rO-"IEC'
..J 1-' ,)
r-::
1'>2] Attached I I Undc::r scp2.rate cover via
the
o Prints
I I Change order
I I Samp les
n
~
~I
I-.-J Plans
l~ J C' 'f' t'
'------- ,) p eCl lea Ion S
NO.
I
I
I
=l
2.. M. G1
DESCRIPTION
0' ~ fCY -r; ~ Ic
~".,~ tl" .....)'~ ',\
", '.. ,'~ , 1.
f',"~,,".~'~'I>'/-'~ .. E;-"J:J:'~ r
~;;.. ',T' , ,.
, " . (- ,- ,
"I~U I
t T .1-
..)J".
.J ):--
,--
~: . C'tf-
checked below:
D No exception taken
~ Make correction s noted
o For reVLew and comment
.;
;---7 -'
U Resubmit __copLes for approval
LJ Submit_copies for distribution
D Return_ corrected prints
, 19_ 0 PfilNTS RETURNED AFTER LOAN TO US
v1-?(/~f ,N:'Y"7 t'f h~/f {7Q!fcYh 011 YOClL.__
c.ok,uQI/J,/.:.. &.-Vt'fl, -f'~/r ~~f//c.ft'D''7 ~~G//r7t-1c",1
/ 'G / .
Ice:
I
c;: ~ ;, ..,
U/nCJ J
::::~'~ H~I~d:4
.~
I-
.....
.,/
- ..
'I
II
I
I
I
I
I
I
I
I
I
I'
I
1
I
I,
I
T'
H'W'L ~
,
Jr
,
.
III
r:;-;:" ~ 70'
--.-~ '- I
DUTER R/>.FTE~
I
wi
~I
J
I
I
I
I
nJ\
.. I ~
6)1
(fl~
/
.'
/"
/
i
I
I
I
~
\
''',
"'-",
R.ING#4 I.-:
4
kit
..
RING 2
.
fO~
, / LADDER, ~
~ ~ 6R.A.C."-E'T FOR
~i ,L .------
... \ ' . i ~/
\. "\ \ W'I I : 1/ /
/' \ \ ',I I
- \ 1 I i
'" \"", l' I
0...\ l<~ \\ \... \, I i I'
v\v" '. \ "
~\O \. \~' '
'0'\ \ \, \ i I
-'<>\ \ ,\ '1'
1'\ \.'Iy II
\\~'\III
\ ,
, '
/ \ " 'I,
/ "
r" \ \\ U
\ ,. !
,.
~1
~+
~
, ~
.I
"'-,
'"
RING"''"3 .'2.71
.378
\
\
\
...
RING I
.4'2.1
93'-0 TO SHELL <b..
ELEVATION
co.. G.E
MOUlo-JTI.....G- 'CA'THO'Olc. FifJ:OTE:C."Tl0-.J ~G:lULF'.:
~ ~
~ p ,
\~ ~ L..j
!~ C '::.'~ ~. _.
ftFIE:l..O ,-OCAT~
~
"
.....,. //
"",.;:f/
,'?~
/ \
\,
FITTINGS FURNISHED AND INSTALLED BY CBI
CUST I NO. CBI I €LEV A TION PROJECTION i DESCRIPT IDN
MARK I RUrl) MARK 'i H " J !
I ) 85-B' .ROOF: 1244> R':=JOr HATCI-I
!
I 64-B, ROOr: 24~ RO 0 r- VENT
I I4-A ROOF 2.4-q., P,O 0 I=' MANHOLE
.. ; I IS-A, 4) '- 2. 12.$ ovE:RFLO"W '\ 5C.REE N
2. II<. . "" 3:3 2.4~ '::,HEL'... M t:>.NH OLE:
1 17-A BOTT 3/O<\> SUMP "v/6oi>DRN"-l
! 18-1 BorT 204> IN'-.ET- OUTLFT
~
[t
\
\
\
.~I,
/ \ ~
(R2 H"
I
!
! , I
I "
'\R2f ri; ,
\\h'
,~i
f <1 Roar- 1't~
900' , ~
; 9
l START KNUC.KLE
i
/
"
/
;
,
,-
/
/
/
/
/
/
C /,'- --.
1-4 '" ,~ ::,. ;,
"
''''''''i _ ~._.
5 ~ '3 ~ "V 1<0
COLUM"-l BASE
'2.~ C.s",,,,,7
I ~ Co 6 '" 11.5
001,
,I
III ~TOP OF" I1JR'-J\-lfo
I ~ rv 1
;
(\j
TO P OF 13o~ro M It.
~ ~I..
~4BOTTOM./ '--,__/
------- "'--/ ' ~
Sf4ND ~ '--.._
.~
;r
r- -' )''''l
f"I <:
l,.;." Yc)
r. 0..
V ~ ~
'" ...
< J n
'-
'-" :"/J
' ,
. .~--;
t~ -
-" .....~ --.
l ....:-
,
U
--
'* TO TOP OF OVERFLO'\V
'-IIDICATES CUI'E fRl. 'REYlGUS ISSUE
I
'fL_
JV\ ,cl /..;, r, _~ _
rc,P- CC""'C~E7V'
'&:"";0 = EI..E
'I
~L..L INSIDE \VELD5 ON
aE GROUND SMOOTH
,
l. ,. ~ _....7t
BOTTOf\(\ ~ SHELl.. AR~..TCf'J
i F
-,,' UJ
~
Q
.~
;>
a;
a.
/,30 RAFTERS \V o}l 9.0
( 54 RAFTERS\
WB" 10.0 I
I
l
:1
I~ :
, ,
. CE::NTER C.OLUMN i I
II ; I
:1 2- C loxI5.'3 i I '-'
i I - C. .;," 8.2. i i"""-.. G-aJTER COlllMN i
d II! ',. I~C 12. '" ~O.7 I
\~,I' ',i. I-CS><13.4
I ' ,
~ Ii i I
, ii"
j: ,
i I
I
i
I
i
I
i
ELEVAT1DN 6 PIlllJECT1DN
DF FITTINGS
SHOP DRAWING REVIEW
THOMAS, DEAN. HOSKINS. INC.
GREA.T FAu..s. MONTANA
- OL' -"'K-N
~L.J NO EX:::Er='Tl i'" .,.. Co
. __ - u_ ~~~,;:;n::'-iON5 NOTEO
. ..Ci~~_;;:' _..........'i':i._-~
~, --, """M'''''
~ n~~~/~SE p,....N~ M::'~UC + i 1 .
- ., ~ . 'M'---"" "!"o G<="N<="RAL
,-1';0:',':::::"'-' w.:':.:. ~_.;..; I,'" '=O'NTRA::'; oocu""Et~'1'"S
,; ':;;;\.<PU t,~I_:- ""!.:,.:.:'"' _'::: OI!S;GN ,CONCEI'"TS.
__'.It' COt,Ft....RM", .~": ..._ "'A ""Rl--ATION..
D' - :"k'S~-"''''!c. C UAN j. ~Tf --.. P - F
.M_'''' .- ~. fI ITltMS 0
,^'ORKM,tlr~5HIF, AND O~EI1;~ WI"e N~
~~~T"A~rIOR ME.PeNBh. '" -:- "1.../IQ k 5
RY .T_~
.0,"""
',',J
RlUNDATIDN
boNsrRUCTIDN
r;:~
.-Eel FICA TlONS
-BY OTHERS
- BY NA' CON
,VATER (POTABLE)
"2. 000 000 GAL
A.W-.NA.. -DIOO - 79 A PPEN,O
'-
Cl
w
.-"
_,l
l ~ ~
~--~
,
u
We"
p '..
V
o
MATERIAL SPEC
I
- PLATES - AS"'. 70.... STRUCTURAL - A3 <.0
"'sIb -se,
COR ROSIDN ALLOWANCE - 1-10 t.IE:
INSPECTIDN- MILL - toJO....E
SHOP - ...OI-JE
F'ELD - ~DilwI'E
I_FACE
''''EPARATIDN -
.~-
S6 e:" p" S,..l"i
DC
I
: FITTINGS - TD BE LDCA TED AS SHDWN ON DRAWl NG. IF FlTTl NG LDCA TIONS AR E NOT GIVEN.
LDCA TE IN fl ELD TO SUIT CUSTDM ER MAINTAIN ING MINIMUM SPACING SHDWN IN SKETCH ABOVE.
FlANGE BOLT HOLES TO STRADDLE V ERTICAL CENTER LI NE.
ALL ARC DIMENSIONS ARE GIVEN DN OUTSIDE 1ST SHELL RING.
!!!! - DUtllNG WA TE R TEST DO NOT FI LL TANK A80V E MAXIMUM HEIGHT Of 4, - '- .
OVEIIFI LLlHG MAY CAUSE DAMAGE.
IChicago Bridge & Iron Company .
I Gi::Nt:..RAI_ =>LAN
: ~ i 93: 0 ~ )( 41: 2. SPHERIC.ON
I :, ROOF TANIo(
! INA-CON FOR C.iTY OF BOZ~MA.N
'BOZEMAN MONTANA
',,",-',No. CO i '2. "202.
..l.E.O- ""._ _
G N, Sf~CE:R I.... _ 0
II. THIS I:JIlMIIpNIQ. IS T11E ~ OF CMlCAGO Mil'ClGE" llllll)lllll ~Nn' MilO.. 'rD_
"I' I 'I"" j ... . ,<<-: '--ED """l. Y IN COJIH'IECTION WITH ~~ QF 'I'fICIII1C .V TH!. -c:HfCAGC ......
~ ~ J ~ ;6 a ";liSl! l \ ~,':::i:=~ IN...ou 0fIl U"IItAflTA>>II ANY~""--.
"'OR... DR 00 REV HO'rI7&
OUS51531
I
.I.
i!
, I
~
,
\
\
-1
I
I
~
-I
~I
=1
~
C'J
m
,.,..,
J
t
~Pi t
I
1'--'
,
ml
.
f
~!
mj
I
,
~. ~
... 3-A f-.-. /' ~
~. ~II~/
,,(
U .
1- ~-Jr:T 4 7
~ ) ~ ,'F;:~" ~~"'"
. I~I
CD II
n - "'" ·
(~
cD/
.
I
I
J
~I
-JNT2
.0 R. TO ~ It
.d BOTTOM
ALL ~ 1 STACKED
OUTS CIRe ON FIRS!' RING 0 292' - 3
OUTS CIRe ON TOP RING = 292'-2
----I, i! r-
~~
, I
t<;~)
I
,5 i---
li::
I~"
f ~ .. "" /
: "/ ,/ \ (
.. \
\
/.1 \
.,~.
! \. .
.~. -'-CUTSIDE/"
,r'C1 '.
\-.:J'
.....
(--;-)
\6
V'E? T i CA, ~ JO: I\)T 5,
OUTS!<DCEO/"_,~~1i1~' ~'1
oJ I / '......., r........! '
. ,.
~Pi iu\
· ,i
_';<-1-
JNT : )
GiRTH JO!NE
I
----I s r---
! !
=a=: ,,) "
/ ;'
" I; ,
" ~
(Ii ~ (4')
~I
~=f
rJ
~
2H = ,;
ARC - 32' ~5 ;
~:.
;::DCE TO EDCE
\
\
.,
!
I CHORD'
'.
3' - 9(0
,
VERS, = 2' -9 H
:y~ OWS~)
~i
!
!
/
I
ON \NS CD
I
I
..i
30"
~ ~S~ELL
=-~~
\ ~ ~ -------
\ ~'Z. /'
- ~
@
p.:: "1MI,.
~
!
3 ~ /
'I~ ~ .2-15 1/
-:>., ii
?J,=- -+-LiAP
r~PC /
UtJUfll1 I\}f;
'fJ ~ :)r[t,
I 15i6-1~N
l57358
A57J-Oll
I A573 -58
I
A~b
I
II
I-
/
rl
I
~ 115 ,.121
I"e f 11518 J:~
X 32'. G ~i~ I
. f. ~19 X .178
I (Ce ~ 119% X.378
,
jt il6'o/31 l .271
! (F f 1'7'/, , .27!
, ~ 119 j '/4
I : Gr f 1191', ~ 'f, l J2' - 6 '!~ i
~ 32', l) ~12 J
1,' - , 1, :'
RUi'--1 L.5 ... ':> )<. <5/,r.,
k":'i...'_
'>~
>- Z ~ 1
~, ~ '~,"',II
(J.2~
o .'
~ U J!
{"" ~ I1l
, J ~ a
-'DI'J' j
L~j :2
c:
~~~~ ~
I
il
I-
011 I
'~I
I
!I i
i
11
II
,
,
il
i
II
I
II
I
I
II
JI
~c
~.......,.." ill
t ..~.
~':~~ j'-l;
-
! .
t;,;~__~
DETAIL PA1NTERS ANGLE
... INDICATES CHANGE FROM PREVIOUS JSSiJE
~~~ ~~. t to
;5 '\} z.
'0Ju:;
--","' 1N '
'q-..;j ,
>="
,#
-~
rl
'-'
-r- :>._
- m
()
~-'---.
---
; .
.......:~-
;..-.
,
.""'"
~
LU
,...
U
NOTES' .
:. SHOP PUNGi-: -MARK iNSIDE TOP EDGE OF
PL A TES ! (l '- 9c;,j2 FROM EACH END.
2. SEE GENERAL PUN DWC. I FOR OR I ENUT I ON
I
i CHICAGO BRIDGE AND IRON COMPANY
.
SHELL
93' -0 X 41' -2 SCRT
: PURCHASERS ND I CDNT RACT NO.
, DIRl515JI
BY R~ CflKO IPc> DATE ~ 0 R<
-G.N.~ ~G. cY ,
ENG 1~[mNG SUPER'; I SOR SHT 0
msl:llll:lnGrs ~f"RCP"E.fTT'l"~~~ 'lI'ICNI:lH'M~/IH)I,;TD!If:.
1J:il[l::tt..~1Nt::lHEC.troNVltHlf'E1lf"~~W'JIIIC!-T'M:CH:u.r.ol!Rl:lXJ(
1" tRON t:IM'llII'n',~l"1tIIIolN 1:IID.I 1:11 FW'IT-F'OFI :ItI~o:rne ~ [S
1{IF1l(S';Lrf"~
I
I
I
I
I
I
I
I
I
I
I I
,
-/
I
I
I
I
I
I
I'
I:
LUI
-"
L-RAHER 61
IC8 LOCAlE IN FIELD ;\
!QI
~l
~I
:1
<'-I'
~3 '-55
.....
46' -5 ~
."
" ~f'M
~~(
r ~40
">":~~ ~/
., "-....
::::J "-
TO iNS KNUCKLE ~ \~-
.... \./""'
\;:;.-
\
i
I... NOM TANr RAG= 46' -6....
SECTION THRU KNUCKLE
~c =1' -6 ON OUTS OFt,
~) DO NOT WELD r' -,
&3/01
1 :> r--
~~w~
1"- f-N
"- <1:'
<r 8Ln
'",
.....
...
::::~I
2/
/ " I
I '" I
,I' "'=::J'-,
'~ /
2/
~I
-'----------
c:,'
~-
I~/-
... .....--....
~RC = "7 ' -s ~
'.
I
I
i
I
I
f'......~/
'0 "
, "
I
co "
"",'
{; /
eKe" 7 ' -8 B
ON IAN RA;H5' -8 ~
)-
r I 7 ' is
I I.. ARC = r -8- 12
CHO= 7' -1: ON INS
ARC = 7 ' -I i ON NORM R AD
U P J' ~/ 1
". . \, I
I
--..,. ,JOiNT A-'
'I
/, ,
,I I ARC = 8 ' - i FE
I 1"-
,r
~
f4.
I
I
t~
"", (? \ /~::-IA11-1!)
'~ I /
I
t
I
~
J '
'0 ~
15' -41 ON iNS OF fI'. VER= 8~
(SHOP: CHEer. AND HOLD AFTE~ WELDING)
ON '.NS
i l\ f)_(:,
L (,;. ?~-6 \,
~ ~ ...
JOINT A
---
----------;----::::-
\"
v
I
I
I
I :~,
I
I. ARC= 16' -2~ ON OUTS OF !:
'"
z
:i
<t "7"
a::
Cl 7"
1::<:: Ln
"'"
l-~ ,..-,
,..-,
I Cl
0:
<t
Cl
z
I <r
>--
lfl
JOINT A
VER = 8 ~
6\
. L '
/~'
/' / TYP BOTH LEGS
....0 +
,-, + ~ I
"I , I
'--( (IAII-li }-\ -'::13,
\ ".I ,/
\, K
\
I-
I
I
I
J
________c= -
/ I \ I \
~!~
~,
'IIEW B-8
CHD=
}' -II ~
CHDo;:" -j ~
ON I,NSIOE
ARC, ~ - 1 ~
J:D ItEIDE VIEW
(0')
\L>,
VERS = d~
"'1
I
I
a.!
,
1
1/
t ~
CHD= 7'-8~
\oJ.P. -D
ON iNS
ON OiJE
1,1
1\
I \
VEFS = 2 8 .i \,
---------'
i~BNS 2=c -30'
/
1
,Ii
, I
I
-~
',--
o
,
,
I ARC =: ' -6 ON OUTS OF
/' i CD DO NOT wELD
:;..-- i.'~
\'
\
\
ON INS OF if. .j
.. WIC A TE CHANGE FROM PREVIOUS ISSUE
> JG\NT I<
+ If +
CHD= iE.' -d ON INS OF if.
(SHOP: CHECK AND HOLD AFTER WELDING \
INSIDE V1E'1'i OF KNUCKLE p,SScM8U
JO [Ni .A
i
i
MARK
Lc~G1H
.Ci i n~
iS~ \
; I
lie, '
1 I
1 I
~SSM I
; PC I
Al \ KN\)rK1 - ~ ,coT'Of;
-, 1 I .... \......t. ..... ....t\.. ,i I
3 -) 3(, II'. SK x \ /4 (C F 97 27/32
X4'-31/4
A2.83C
SPEC,
D~ SCRiP T ION
l.3&
-2 18 L. S X 3 X i/4
j
ROl'_
I'~ 171/11 A3&
18 iSAR 1/ 2 x i / 4
I I {H 6=3 1/4 ~ R=3/B!
8.~R~Y,XI/4 rC2HXI'-',3/4!
A3~
>-, ,
>-Z\n\l
0.. <(' '.
Oa..~
()5~
j 0 ~~i
.. ..... 1". ~
. 1....) I]j
t- .....
(' 7 0,
~ f;::.' 1
:0' ,c!' ~ .
L.U 'i,,,J
F.~ rx:
W~,
~
~........
r-.
-;~
t~
"'-'
ca
~.
r"
~
" -
~ ~ ~
......0
OET ^IL C
u....
-
i-
.
a:
w
UJ:
o
GENERAL NOTES
~ SHRINKAGE ALLOWANCE HAS BEEN ADDEe TO
TRANSVERSE ARCS AND CHas ON CI) AND TO
THE LENGTH OF (2) .
2. ALI_ DIMENSIONS ARE TO EDGE OF t'S .
,
I.
.
KNUCKLE ~OR SPHER!CON ROOF
93' Dip, X 41' -2 HiGH SPHERICON ROOf TANK
NA-CON FOR CtTY OF 80ZEMAN
BOZEMAN MONT ANA
I CHICAGO BRIDGE AND IRON COMPANY
I
1 P\lRCHA SBlS HO co 12202 I :QNTR ACT NO,
B' ~CHKO CClI ~ATE 07FEB S5 DIJ851.53!
I G. ~. SPENCEF owc 3 REV
ENGINEERING 5UPERV1SQR SHT - 0
I ~G~~W~f~ ~c~~~~~~Jo;, ~~y;;~
, Cl-BCAGO 6Il:()GE &: 'RON cQMPAm . REPROOOCTION N WliOLE 'OR pAfll FOR
A1f'f OTHER F'tIR'POSE IS EXPAE.SSL'f FtMilBl:lDEN.
I
i
I
!
1
1
1.
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
If
I
12. ' - <0 '.... e I 12.'-\0 ~ ...;
12.'- I ~e ~ 12. '. 4 vB \
~ \
ai' \ B2R B3P- \ BSR
'~'-II/B 15" '. 10 '1,-
14'-5'>13 J I<o'.:l Ys ~
2 REDO " REDO
:::::
. I..... I
I '"
!
f.
-I:ll:SQlnnl'OP,;
I !..fNG"l1-l
!'=T I 'N
sPEC
1 Fa 90 " 1/4
i R:. 90')<. 1/4.
;2.~: 9
la2. i 4
It.. ~I<' 'l'~CC4. 90 x 2.. 9 ~ I Yz.} !
I t (57..90)( a.G:," 7 '14) I
I I _ ('4. 90 '" ae,' 8 34) i
'~s., 90 x 2S~ 4 Jr-
. (~9D x 2.4'- 6;'.-4)!
C,':--!?'5 ") I
(C~ 90 "2.~'A !
: (c,-<- <;IO)f. as', ,'.() i
ire. S\< ')(\/~ (c"t. 90 '>< a9~5~) ,
: ; I
1""2.8;' c.. i'W31I,(~,
I i
i I j~"9f Ill..!
~"!':
, ,
,
1-f90~;)!'~
I I'".,
I SteO F'
, - J.
I z""ll ;'1'
",vCR: K THIS O'VG wi D'VG ~ $. la
I
BURN RAO ~ 44', 4
! _ >5~"~~ II
3'-3 ~
~ ' 4 Y2.
I.
II '. 0 3'8 I. 13'-75/e
10'. /~ ! 13" 3% \:
"
L L I \ BaL
67 87 I BaL
I 3 '. 3 5/8 I 14: 6 5/8 h,
/3'.81/'l,. ~I 14'107/8 i
,
r-~ - -.---J
I
2 REQO 2 REQO
B4""
j.
I -:l'll ~
1< ~
I
, ~
le. . 7 ,
1 1
i
lQ' 3 '3~
I'
1- 14~ IO~ 1 14'.5 ~
I
i i
I 14: ,,5/8 I 14',01--8 1
,
I a9 89 81R. BIR
,
I
14 '. 8 ~2. ~I
I '5 '- 0 Ve ~!
1 REDO .... REOO
:::.
.......m CKUI5E ,.. PIEVIIUS~ ISSlli
i-
f"} "'7
~-1',., "',::::
'~.:.1 ',__,.I
r-'~ u:
"L..f"I-""",-
r/......
.-', <.:.0
B4R
~.........-:j
""_,",c'"->
::
\., ,
, RE DO
"'-
;"~,.
--
, '
-
I w
() "T"
'II ~
()
"- 7'0 II:;.
,
~ R'~1
"" 6 S-J-
B~ ~,
,\:1
17":~
6' 9s"s
17'57'8
BGl-
B6L
10'. 8
11',2)/4
24: ;;;.Y,-
2 REDO
I Chicago Bridge & Iron Company ~
, BOTTOM SKETCHES
1 93'rp)(41:~ SPl-lERlCON ROOF TK
1-- CC 'UO.. I -. I
, j..J.f!;L""".sE::Lo-' M~~ asjDUSSl531 I
f. C. t-:l SPENC.ER s _ 0
a:: , TWIS-........ ts 1HE.....WfY Of CMtC::AGO _IIDGI.. MItQII CGINIII'I" ...... lO -=
i ::-~~':'==:=::=~=E.
I iDPItIal....~N.
~CftlnFllF'........,,-'..;"'
ROOF
/~
/
I
I
I
I
I
I
!
,RRCS DN DUTS OF VERT LEU OF TOP RG~
m
c:::
co
c:::
co
C!:
EXTREME EDGE ~F RS
r-
cb
c:=
Y::>
Is 11/ /
hl~ t R4/ I
~I I R3
____ 20
R2
~ '\.
I 8'0 \, 115
~O '\.
, \
20 i 16 '\.
, \
I ~4
20 20 20 \
!i'O I r- I \R3
1/2 ",'
20 I 16 15
,
I
I
r-
I
2'0 1/2 ,/
;
20 ,
I \ R2
20 16 I
I ' \ R
--~;--~-~-~__-t-TL-
l
I
20
__.R1
20
20
BURN &. TRN RRO: 41! '5 1/8
HDR IZaNTRL RRD: 4Ll'lf 1/8
~ALF PLRN OF ROOF
ROOF SLaPE=3/4 : 12
ALL LRPS 1 INCH
1194 FT OF 3/16 LAP WELD !~LRTES TOGETHER)
279 F T OF 3/16 LAP WELD !ROOF TO KNU C KLE
LAP DOWN TOWRRD OUTS OF RODF
DIMENSIONS ARE TO EDGE OF R),LATE
aN WHICH THEi APPERR !
~--.-L
,
, I r-
H /V
! V (
(
T'tP SECTION THRU LAP
t
III '1
,
1
I
33'Q 1/8
i
I t
~ 140'9
i
~ Indium. ~ from pl'I\/i_ iIIue
1/8
1/8
I
I
I
, i
>- V).,
>- Z'~I
5 ~c\{ I
o O~l
L- (J !!
~ ~ n
a::G: Ii
CCcO 1\0
CJ!J.l I, i.s I
U'''~ 'I....
\~, I' \, S.
Cl
~ B3^ ~I
Viii
12. 3'/4
SECTION TJ-IRU CORNER
I! ,.....,
..... u
i-tJ
rr-<(
wCJ
05
I
if;' I
I
I
I
I
I
I
I
II
I
NOTE:
L \VOR\< '\.VITH 'O\vG I
2.. \vELD '\V\Tl-l
(QOXX
Chicago Bridge & Iron Company
-a
-
~
..
E
.
II:
CONE ROOF PLA.,N
93' .p '" "'tl'- 2 S P~E:R ICON ROOF" TA.NK
Pvn:h_'s No.
co 12202.
Conu.ct No.
DUBS15"31
By I Po Dllcd C C N 0-
! G N SPENCER
'> En ._ri Supervisor Dwg 10 Rev 0
.
II: This .ewl.., .. tlte ~ of CftIC3lo 1IrI...." Iron CG_nv .nIl II tG ..
- -tv In amnectlon WIth __ornance Gf _ by tne CtIIca90 er...." 1.._
ConI_V. Fleproauctlon In _Ole or In "" tor aft)' othw ~ 1S......w
t_~.
FORM DR 72 REV FEB 79
-------------------
.......... .......
3~\O-I~-.l
~'~
IP
~~ I j
~r- ,,----1
Zo tl (.-........ ~
~8 ~ 11 ~
~! ~~ ~----,
Itr~_ r,1 /
"'0 .(
@'4 [J ~~ /~
o I' (~I
~ @l r~ . V
I
W.
~
~
r
(l
II*'" I
~
i I
~
d -4
l
r
j
,I
t1
~
.,
-
r
tJ
I
!)Ill
<
1
I"'
, 0
I ~
~ ~ I
~
~i' ~
~
:J:
~
" !~
1 I
I
J> ! ~
.. ~
o I
-1\1 ~ ~
~ ~ ~
0 T
1'1 j ~
A ~
z It I
c "
f' ~'1
A I
\;j
~l
<-
~ 11
~ J
\
!
~
~---
1
I
1
~
~
. ~
) r~
ia \
~ t~
li'~ 01
~ 1\11
_'1 ~
~J 11 ,
111 J r
~ ~
, l ~ .u
i ~
~ Z
, I
1
r~
,
l
z
~.
(II
(VI\J
C4 a
~" I ~
1J
~ I
i li~
I"A
%0
9Z
~11
1"
--11
--...----
"
00
~
I
...
...
" I;;:
i ~
...
.
I
..
.
...
..
Ii
II
;;
I;
...
I
o
~
I
Z -4
...0
o g
j\J ~
ii ~ iJ f'I
i:j 1.
~ ~ c, 0 -0
, '1l 1\ 1
t ~;j ~ B ~ ~ @ ~
rH @~~S:i:~ z i;
"'IIIZ ,z tJr
t>> It! Ii' rn
~ ~~~~~ ~1
~ ~h\~"~ wr
I ~ ~l ~ ~ I ~
-
6' fJI ~ ",. '" I'"
~ ~ l~~-~i~lr~6 ~i~~ ~~iF~~j& Ii 0
r- ~ .(d ~~61 0 ~ IJ. " ~(II~ t
~ A s~ i~f~l ~ fJ~ ~o~~~6 ~ t~
1'1 1." I ~ P ) Z t 1 , 1 ~ 'J jl I
5 4 ~ ~" 0 ..~r ..~~t~
Ul r lIr.... J~JIJ 1I J- ~~ . 8 d~ 1I~.. ~.
(} 11-4 q , 0 t II ~ II J f'>-'~ P
6' ~ ..V"~o! G[Gl jl! O~Jl'-lI~J t
o ~ , ,.0.. '~l I' 1. ~ ~
,~ vi P i -t~" ~ ~niil1~~~ ~
: i~~~r lil~ ~ _1~ ~~~~i,~ ~~
r~ttf~ It ~ ZI! t(~P~2~ ~i
~~~~, ~~H ~7 .~, ~~~ i~
'~':m ~!~~ ~~~ ~l'l ~~~ J~
II~ l ~ ~ r c ~ j1" ~ A ~ ~
P a i {~~ g' ~ ~ tnp
J-
l:r
~l\'f:n, ~
~,~o :.-/" ~
, \~j~~ _ . (D
~ti\~ -
'~,lil. .~
( l't,f 'J1
~~\I
· L'"l' t<
"" ''1. r;j' ~. ~ ij ft
... '" ~ l~'" r, r"', f \ i. ~ Ii ..\ ~ .. 'I fr
Cr",iL..,~l~'i" -) ,',"
JL'_i. 'j" ~lj'l
" n '1\' :',~" h.
. [ "1' ( -" t:ll .
C, 1\ t~""u;") ,,01'; ^' " -""::.
4:. ~ I ____~.l~ "
Av ' )' /.L~_..""_"___-- .,--"""""'"
, . n9l'. ~up8fVtllJl.J1
-
1111 ~ I. I ~ ! G I
Illi L fA; i
.1, --l 0 ,. & 0 .
III ~ s ~ ~~ I
~,I ~ It) ~ 11 I
II- r 0 "lI! J
1.1 c jV B ~
11110 ffi I m lJ z
lll~~' r ~~D
~~\O-l"\-L
~.~~,-"u~'.-
.
r- (J~COLUMI\!~
.8 -.8
II : 4S2B-f:J
V IN
- -
/l I ~""
....V.LLV" I I I IV..
-rHIe: I "+
~ /",:GIRDER wP
i ~ OF..e AND eeL U MN
3~ ~, i ~CONsr.eI/CT/ON w:,c.
;4\- '\, \ 4 -.
I J\-~ p---='J
T ''Z.~ I~
",11 ..
~
r-r--
l\I
l~j~
,II::!
t-""':'r<"l
10.. u. Q:J
o l<ii lui
!2::UJ
:~~ !
'--;;;;'
~.~
1:I!1l[~
8m
1
i
Ii ~-
'"
I~ .1
Il 0
II :
!
i
I
I
l/
~--~ i. -K..Z-2.,./
_ FULL ((.kz.+_
~THK-
Ls0
--S,cLLC~6"-^"'~-~-- !/
~_.A.c.........l. ~
"1
0-z. L..-- I
FJ
W'r-
- SPl.lCEJF~EQUIHEIJ c- V
I
I
r
Z)
0-'l
fi
If
.BOTTO"", ~J
E....l-
COLUMN EL.EVAT/()N
-
=,'P
-}
"'~
-.!I
-
IGZ8-~)
--=-
I
I
i
-_~ _ _ 1'-0 ~ I
6
VIEW 8-8
'tot /
...1 V.....---""
! ~V I
~";_~ ,~ II
IV ~ - I
:;: ~fI.- I
~~ ~ ~I
1 I
~ 1~1
1
IL
R I
I
<; ~ OF SI'L./C'E
T
} 1
+ rl
Lz-
4 Or SPL./CE"
<b>z. I II
I I
, I
..'0.. 4: ~ 1 I[
TYry i- v ~~Il
f ~
~.......
rY~
"+
-sO
~
1
I
- C80TTOM.
SeCT/ON E.€
vt€W I=-F
(COLUMN SPuCE DETAIL)
\'7 ,'#$ INS,? 0 "s...."')
~ I... _. ~ ! %7 ~
J
FLANGE TO RAIK;E
weJ3 TO WE.d
I I
I I
I I I
I II I
I I I
: II :vtVG.--r
rtl.LL V,"""" ! 111/i E ~
THK t\. ,I
11"\." I __
4- I I I
II il
II II
~-'
iL ---1J
WHERE OJ!; STRUCT/ONS
EXIST USE- FiG. a.eWE.d
AS A WEt.D ,BACI(-UA
U TYP FIELD WELD DerAILS OF COLUMN SPL/C.E"
XJ
II) f~
-~ ---- 2J
IF rACKING OF COJ.V/llfN
IS IIECESSA/!'/ 7)0 NOT
eXCEED 3. MllxIM/J/III
" ~ --
-
mf~
LI
3 ~
;., J6 ~ i 1
TYA .1.. V ~ I
I. I
I~~l
"\ ~ I~ " I
0? :~) ~I 2 ~Yi
'(..;,0 I ? -== I
~ I !
8 \ I ":l/e 1
~j" ..,
~. @ f. COLUMN
SeCT/ON :i;-:tJ
~ ir-
~iV
lAc ~~
..s@
IlWIK ; ~ !
i iR I
~
~
;
I
DUaI_
, FT '
...c
-
6 ....JQ..c
10-1 6
10 - Z G>
IGZ 8-1i:, (Q
Qu-rER COt..uMN I !
C 12."-2.0.7 41 01/4' A3"
i C ~"i- 13.4 i40 I 5 I",,: A34
!~SK.,.ve (o:;.","219.1z~Z'-Z)"'1' i ; AZS3-C
i
I (j, In -A COLUMN 8ASE
! 10 -3 I..' c ,,:; l' Go:,
.1.0 -4- ..k.. C e "" 11.6
2. 0 A3{"
2. 10 ! A3G.
I
2,,+ 10-5
I
,sAR 3.~
I 0 3 I A3G.
i
!
i_ '.L..
;r- ~ :~
-
F'"1 .et' l'
...... ",,-:--" t\;ll
,- , .
i.J .....
e::
f r,\ .:::. - I
..r-Il.t tv; I
-' I
;~~~ \
't- ~-.",)
r' ". , " :
~ "'.-~
-~ ...,;.,
.....:
~ . ..
r ,-,
L..._-,- ..,..."..
....., ~':
['
" :..,.--.....,;.
...."
;
, '
II
II
I
'! I
I
;! I'
~i I
:;'1
i.!l
~
.~. ; I ~JI I
~, ,; ~-1 ~!1
~,'< ,'~ \~~i
:-: ,~~~~, ~~ : i I
-.~ ~I~' I
>-
~ ;If.'''',
f"'.... I"jk:-
W
.~"",.,.--r.
_l"''"'
L
if ""'-
"--":
SHOP t..IoTE:
!F" COLUMNS ARES~IPPEr"D IN TWO (~l PIECES,
WI RoE .sEeTl 01'15' TOG ETH ER J="CR. SH IPMENT.
ALL 'V EL.D S <00 x )(
I
I
o
.,
I
~ OF @)
I
I
I Chicago Bridge & Iron Company
I
I-
II
~
I
OUTER COL.I.IMNDETAJLS
(TWO C'/lANNE, SECT/CWSJ
I
11
-'_ co 12.2.02. 0-...... ~ I
AI J ..~~- 7 M"-iIt. as OU8S153\ ' I'
I C; N SPENCER 0 ~
-I ~ o..e.' ""'.Otn~
ill j]1 j I c;::-:: :a~;;;-.;. ~~ :=:::::::::.::.-: ~ i ~
rl6 J I iilJ ria! -_,"_"'-'00"'---""-"-- II
I
"'.1010 TES tUUE flaM ~'E Vl0 US lSSU E
g.-;tUP"._I,IIUQU-
1'1
U
14
I,
I.
.
I
I
I
I
I
I
I
I:
I'
I
I
I.
I
I
Ii
I'
I!
I~
i
(0 '- e Y,-
RLb
10'_ (Q "/4
II '-0 7{;
2
, 'I
17, '2> ',,+
RLb
G " 2. ~/f>
b"~ '/""
14:
I
!
1
53~
R 1
;;12
4'-5 ;~
",'.;;7/13
21'-9'/f>
" : 10 '/&
14', 4-
~.. 13:<o'/e \
1 ,
II
12.'- 05/e.J
i
!
\1,
\
R2
5 '.2'/20
, sl. 12. '. 2. "-8
~ 4-11 e I -A 'I
i
I 4 '- IQ '4 T-2~~ i 10 '. II 'ilt
1
R3
R~ pc
Ilj
i '- 7 ~/e I
2 REQO
I
I
i
2 P.EDO
23- 13/4
RS I
~~S~J
,"3 ! I
2.0 - 3:-'4 1
'1'
2 I '- 15/'8 1
"-
"
RS
8'- 3
,
I
I
I
..,
10'.0/4
R8
10'.11 '3/6
I,
~
11'-:' Ie
2 REDO
i~~P! ~ 171
i 2.4i 2.0
I 8! 116>
, 1
I z. ;, R\
R8'
':)', 8
"'!!l
lit. 90')<. 3/1(0
1Ft gO x 3/16
i
i ft 51< y-. 3/lIo
!
II't. 51< )(
I
i
\7
I J: 1
. \Q,
I ;.;
\~
:..:ENGT....
OESCAIPTICIfoI
"'0
laol
o :.....36
116-
!
(Cw R4) !
(C1cf\:.9DY-. z,1.Cr)
" ~'-F ft 9D" 2.~ '3~) !
(CtF!'t 90)<2.i: 111 J~) i
('w 1Q."2...)
('40 l't :l0" 2o~: II ISff>) ,
('2F r-e 90 .. 17: 1"1'5) i
'1.;: R. 90 ')( 2.0. 1; 1
"3/1,", (cw ~'-3)
o iA- 36
1""283" 152.'-"
!13G:..8 2/7
1130d ~~
11""'1111/'0
I blv"
! Aun" :12"'7,1/&
rl
I
>- 'l
""- _ '. "- l
"r--- '- "-J \
a.. <C+ \
r, . ~,
O~"~,j\
o 0 t\~\
o .s
j..- ~
'('" Z 0
-;!:-, \
~ .: h..~.J i
:~:~.". G: l,
b.~'. -~ ...-
,.,.-~" ~ i
W. c6 !
('
'1-..... tu
~..,..,
,:,)
I ~
f
w-.-~'~-
~ . ~
~:-.
~~
-~.~ <
u... f_"
pi
-- ..,...
00
BURN RAD, 44'-4
WORK .....vl OWG 6
\ i
\ i
. I
\ .
, I
I I Chicago Bridge & Iron Company A
I_! CONE ROOF - CUTTING SKETC.I4ES
1 93'4)( 41: 2. SPHERICDN RODF TK
I-
,_',- co 122.02. I ---No
1 i i I. II' ['" lPO Do.. CC~N _7 "''''-'''- BS .DUBS1531
~ G N ':!>?~R ,
t ~ - I DwDc 7 ,.....0
, -'; J - 11:, ...,.........11'"1 NQIIIEII'TV OFac:AGO ........IIICIlI~..... laTO_
I. I ~II "CI I .-oCltllL""~wrT14""'~Df'_Il:_~CM~___
.:15 ~ ~ 6 ~ 6~. I ~~~.IMCIL.E_...utT.o.""cnMBI"""".
I
....-cATES ClWIGf FM* PIIE'IIOIIS' ISSUE
I
FCIfW 0F0 TORF'o' IlIOV 1!
---------------
--"--~---~--.----------.___:~~==::==_-~-~ .-- n~___::-: ~ __.. __n_---: .-::---:: _:-j p';; I _ ~ r I ng;:'J ClI:!= ==::::--:--~: :=:: ::=--==:==-= --- -- - - - - -
--j ~M .n ____.~'::.--.'--.:.-n-T/77-~" ^a I 't~li-\- Cf\~ I;;
L> 'J..r:J -^ '" ;.1 t/ "-/7 - 4i If I.'
~~ 1t..IAdlll .,) f,!("':j11Q :::H:.,;.~;'~~:j OF)V:JH t~ ~ ~,ell
4. .1~I~'f/ ,~) ~j....'I." /, ._Je '"'.'.',:,,, . 19 0 i II
,A r r'-,---.'-'.i',.<_\,o--',..; !. 1>~1 1.\..&"-:1,) Z I I';!! I
,~~ I -,Jl ') ';, ,. -.: 'JtJ\","',,J \".i...ll,,_,ji.J.t~t.. ~ -~. ~ '" It
rri' (I "up ..! , -.~I .,..," . c: <( .... --' ... F'
<t Q <" f { :: I 0 I Iii
I 2 = 0 8 ~ [t ~ lal!
~ .~ ~~Q~ ~ Ii
9 ~ 1 -: ~ ~ I ~ ~: ~ Ila~11
R ~ ~ <t Gl f uJ I' : ~I ~ .11
~f ~)- ,(l oZt (1(/11.
J ,0: 11. ~ ~ ~O i~lll=I'
( x ;;:- >-- '> 1 0 .S:! LJ 'Iii J" (l,1 '-' . I
~ ~ ~ t " ~ t >---~.. -.."~----,- :- ~.-
~ia ~ -l ~ -- ....... ,--
~fl~ - l!I >!l =<~
I ' ~ ~ .. -
~ ~. 0 ==<:' ~
T u~ 1 ~ ~- ~
.J .J I~ ~ ~ =< ~
- r\J L d ~
f1 ()';
.f ~ 0
. 3
-
-
-
I,i~~"-..J.l.;.,.:~",l~~~
w ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~~ ~ ~ a ~
14( (~(~~q44~~~~~
~t -!fl ~ --- - ;;-~. tIJ III 1f)!fI '11 III IJI 4l 1
~_ ~'~ 11\ - ~
fJo-J ;:; 0000000 !
-. - .-~..- -- ~r- ---../
>.: ..... r-
i! tfl '""'''' -<'~ "-
" -!... ~:r ~'{I' - ~~
;{ >l lV'..... 1'1'0' j
N )< ~ 'A
n: ;;;; '-' it" i-)( ~IJ
~ r- -!. I '" ~ ';::'.
B ~ 'f .j ~j~--""
E _ <)~ -)C ,). '!. x 't- ~ t >- .,.
S 0 0 ~;_:-----~t,J~)< {tilt It.-.t-"I/l !!
iI (il_<I .'{- oJ- -:o!:')t JJ '"
Q lli oc cfT'! >I -nl )C,''' )I. )I. -;., ~ It i1l fft'1J <i ~
al x f, if.", (Y1 (1'1 ('11 )I. .J l( " >I it A
)(l< 1-.9.t:>I~)l~)I.)l,J~~:l~n.a
OJ >!) J - '1 (II I\! Ifl ~ .q- 111 \J\ .,. l{) ~ 0 l:
~?; 01 a!JJ ...j-lJJ:::'-ftl 1'1-]
- - -- --- --.- - -" -, ..- - --_.-- --
I k .,g ~ ~ ('..I ,J <0 rJ rJ <.9 rJ
- ........... ~ -.Jl~- -(;1 '<t , Gl r:!!
~lto: 19'~~.:.!.~~ll'llfl~~1~y
i -~_ ~~~I_~~~~~~li'f
~k$~ ~ ~oJ-~
I
,,~ - i h
~~." . T~ ~~
~ ~ ''-..,~I ~~
11 J/''-, J h
OV /~~ ~~
~~ Y II "-
- ~ ~I'" -IlU ~'l"~
JIL'-- I
( L~ I-
~ OC --H ~1 J
~ tfJ1 a [.1'
l1at ~ ~
, [.
j'
~I
~I
U [
III
~~
t- \IJ
II-
{ 0
rr: r,
I
0-
}
r
J
p.
\lll~
(
-~ -'-)I; f=
r ~ 'V< m_
~ T_,~___N'~lrIllf ,~.
~ ~; ----"" - l~ '-
~ ~ = 00 ~.-- ~~-
1.7' I- 0 r:::l r",<<J
" .0 ~t i"--
11 ~ U1 ~- ~ ~ll:~(::)
fJ~ 1 'r!)
o (j) I
~
~
~
~
f
J
tI ~
~ '"
"
In
U
I.
r
.ill
v
<r
-"" ~
-~ ~. f,-!'. ! (~l to
~l--~ -/1--./ '
u___ ----:-r-a - __ =
~-~~~: ~ ~ ~l;~-
.~ ",tj, I rIJ
~jil'
.----.---' ~[ ~ - -
': \ ~~ t
I 1.~!Jzz
;1 (~e~
---- }) 0 ~
-.- - 1'".
(>.rfJ
flO
'+
I'
, .,--,
II.l i- i_
T.!-
'tOO
I
(il
-->--l'"-----
-4-
rc-
'\
--t.~
7
-,
J J ~
~ ~ (
o 0 0
1
1lJ11~
I
~
L. '" <I
-,I. II ~>I
~}t',rl
2 tf1 (fllfl
~ II' Jl
_~ ; t'
_ ffl ,n 111
fl ..J J J
r
-T
e~~
-
.. .--. ",el
::: (()
...
...
....
....
....
...
co
;;
...
-
..
.
co
~
...
'"
-
""'
'"'
...
....
...
5
;;
!!!
.
:::.
--I-to
~~ --(!)
-_ 1
r~1 --~,-~
..l~
rV---- ~;
"-Jj
(~ ~2
.- b~l
---
'B
rJ
-.{'
r;;
o
{j ~-
(~.._--'~
~, ____ __.../ L-
~1 s
(R.j~~~
~ -~ <-
"i'
m
Z (/l
o ~
rr
~ ~
> <<
ill 19
J
ILl
I@
"
[<'l
(IJ
o
+1
U
I
z
"-
J
lL
I
o
l-
Ll
rIl~ a~s -
- ~""r.-
~ -~:
-. _A
@~~ .
r-r
.~~~_. -~--_._----~
rr
I
.
nl-o-" ~-\:,.<;; -
-_.~ cJ.,:.I- '''"!-.p<::' r
~.~ - . it.,. ..~
~/.-11". _
S..t<Z ....
W\ld '/0
~-~\-OI~C
....__--.i
I
I
~ 0' co.v",:-t"
, . 8
I
-r-
.e.
,I
I
'~ /1
.0(/1
FULl.. /-. '/"
THK. r"-.. b /'
IV'
.. <0
(G3-1
,I
1
I
I
CDz.. ~ /'
/:/1
'/" I
- FULL /-. \
'THK. I\. 2-2~ /'
I VZ-2+
f:
I
I
~ SPLICE 7
I
r 1
--/
~I
I ~
-J
"
......
SPLIC~ IE. IlE!UOKEZr -
I
I
I
I
1
0c__~1
1
I
I
i
~ SPLICE)
I
I
I
I
\
':LANSE ro FLANGe
I
,....---,-
lil~I.~
j E~
I .0
~1.IQ.lLi~
~I~,?
!!!
I: i
I If\! J
~
:;)I~
~ ~ ~
~~
~.!1!
!
)1 ~
11 Q
)I :
I
!
COLIJ#lN eLEvAIION
--r
I
r-
Z)
F'Ul.L I I
TNK r'\. '- I I
fVG.~J 1 I I rc0
0--l~ '~d+' i \(
~, ( ~t~r- - '4,
L cuP 2"@ '('5'" ,aorTOM A! j
(J;(E END ONLY
I
I
I
I
,V
:,
fiJ
~r
~~ \ (G3-1 /""IbV (ryp
- \ ,I -
-$- \: j-$-
=~ \\ 16r-=--
t OF ~7 ~ I d
AND COLUMN L.,.....- ~., ~I _
0-z--:J! I ~ I ~ ~
. II .~ ~
r j .~ 0'. 'VB ~ /m
_~ ' \ 7JJD..EDUJIIIN % v
I'-O~
....
...
zJ
...
...
+
'rl
~~
VIEW ,8-8
:z
--
-
~~
....;
-.:: ~ P-;'LL.
TNI(. 1'-.
_~ ' v
-- -- ~ +'
~~
V<
--
sC/)
--
" .(
1-,;. ~~
-
t'i:i. r'\.
I V
:i
Cat.. clNfN SPl-ICE DeTAIL
~
~s.
;;p
INS. 7
)
(..0.
V r';:?
WHERE OSsr,(!tlCTIONS
EXIST LIsE FiG. tU! wE.8
liS'" wEL'lJ .eIlCK- uP.
TYP. FIEL.D WEL.'D DErAILS OF COt..VMN SPLicE
Z)
TYfJ. SNOP O,(!
FlEL.ZJ we-L.ZJ
i>i
11I''1:
~ 1<\,
L/\\
WEJ& TO WES
-
~
IF -TACXING OF COL.U~)
IS NECESSAteY "DO NOT
EXCEED ~"MAXIMUM.
-
f1 t> ~yp.
/ '. t OF @)
....,~/ T'flp ,c~LL ~ '\
5 ~ THK. \
1 \
I
~
0z.". >--,_... t -- I
r~ I
'@ i
! ~ 9 ~
'; - I ";'" OESCRIPTlON , _c
. ""~NTE.e COLUMN I I i ~
i
=-' J~r::j: z Ie 10 :;<.15.3 144IOs"iE.\ A..34 I . \
- c C 6 )< /3.2. 44 I 0 !to{", A~
- ; 2 2S" I ~ WI HaLES :2 , I ! A283-C
,
, I I I!
I ' ,
T - COLUMN ',eASE
:gt:::r.tz C ':l )L <0.7 ;:> 1 0 A 3e.
T =41 I C7 .".",.8 CLIPoE T 2. i 0 I A34 i
r . -~ !__c::::7~"" 9. 8 cUPo ,e ! 2. i 0 . ' A3'-
;
-4, I ~!i ~.
I
1 ,
.BA..e 3".14.
o i 3
I
I
A3'-
-I
-
-
I
---sHafTNlJT~-
IF COLUMN IS SNIPPED IN TWO (2) PIGCES WI,(!e
SEc7i/ONS TOGETHER ':O.e SNIPMENT.
ALL VVELO:; {,.o .......
AIJD COLUMN
~-l
-
\
!1~
I\~
-
>- ~.~ I
0.. <( ~
..-. (; ". I
t_J ~;1
o 0 ~,l
f'" ' ,
~ ,_" al:
r- ~
('\ 3
:=~- '~>: 1':\
f:;~.. '.'.~:':'
~ n-~
:ijI
.~
i~
'a.
::l
0?
....
,
.i.t..
">."'~ .
,
k..........",
.~N
"4 0;
,~UJ
S .~ ~,J
,_,~_'If \.l.
~,
! "
........-"
. ~ ~,,'...
-[-1
l ~ ~ "'>.i..._"
. '
- -
00
>.
c:!
~~OF, @ :~ANILCQWM'"
I
'~C<typJ A
@
SECTION IJ-])
!
I Chicago Bridge & Iron Company
A
1
CENTER COU..IIvIN lJETAIL5
(TllteEE CHANNEL SECTIONS)
-
0(
___ CO 12.2..0 e <-000... j
..I PO _ CCN _ 7 MAR 8F QU8S1531 ~
I c::, N SP~E:R_ 11 _ D Q
I ; I ;=-=~~..:.:.:~~=-: ~,
.ii: i 1. iil -_.~..-..-......._-~_. i
> IIlIC.l.TES CMUH F~D. ,UY10US ISSU~
,
~:UJ 0'" -.AUCI n
It
,..FIEL-O CUT Ml<C!)SO ~
! __ ! r HAT MI<. @ T 5 ::;:>.JTg:l[O
~ ~~ \ O\!Er:R SUM!"
[ -~tij> ~ \j ,
,"J i '-~' I '3' --<'N>--
/ '40 Y
<, 0 I
r'.~ ,I
7---' \, i
....--i,
. \
~,l
B\ .--1.
, ~t"\ I _ 90.
, '" I
fll . - ,
L- I~I
[0'
I
I '
~// " \ ----11--1
.../" I 101 I
/ lro'
/-'Y JD
,:'y', "
.~ .'
f
.'';/
(
~-;
I
J-...j'
'7-70'! r
-t
,
~
\
I
\----
.'
---..
v,
, /
.'--y'
, /
/
\v.
\.
",
'V-",
'>/
/
\/
..... ~'.
'V' '-
, '-
--, 1'- ,
'-~ - \-
---.J'. 'l't-t-r . -"--------'
0-----';l' '- - ..-'
:3'1 RECio)
, 180'
i
,
v
PLAN
A p.c. :
'r-
\
I 2.9/ ' <..s
8, 1 /32. CHu'8-1;;';'1.
V!i:RS ::. 2./15
T
I
JOINT A-c.-\
I
, 7
CJ4D , 7' e /~ vER~' 2.
CD
:<'\ JI':'
BOTTOM ,.~~\ 'vI
,- \ \
- - - -+---1
; r--- \
;)' .' 0 ~~000
J~'2.:RAD I
" I
......---- '
/ ~J)
- I )
/
I
'-
" liB
_'~ ~~. TO;
~ "
/ \, '7018
~
JOINT A.
ARC~ 6:12%2
25
CI-lO, 8' I i2.
VERSo a>a
(---------\
I '
, I
\~
CHD - 7 '. 2.. l~"
VFRS, 12~/,2.
FI ELD LOCA Tel CUTUUT
SEE Ow", \8 FOR OI""I-l~
@
T YP BOTTOhll CUTOL1T
~
-.........-...:
I
i
I
II~
I i I
I 1
I ! enl
i I ~I
11>7/ V"r
I " "!
I lilJ fJ
I I' <( I
I ,Q:' i
i J
~ -----L I
I ,I
I (
I
SHE LL -,
''-1
" j
BoTTO.....,
)
,.
I ~
k-.-; l~
1h1!N! r Y4V "
j : /
11
I
-'
0-'0'
SECTION 8 B
lAP-Co 8 '.
L..
,
I
I
I
I
,-
I
!
I
I
I
I
\
I
i
\
I
!
i
1
I
i
'l.-
.~
/
-'
"~'
I~
CHOo! '. 11/4
VERS'I}8
F'IE_O LOCATE: CUTOUT"
~E.E DWl;. 1'7 ;eOR OtM....S.
o
f SJiIP I ~ ..=.ssM
. ~ 'WI""''''
;<'C
'*
DESCFIII'TIOfo!
SPEC ~ 'NT
I
'-I'l
I
1ft "'I' 1<. ~,,7(~~!t.ge~"34"
If!: 'SK ",. ..nee", .2--z..)
""2ji9
9'1 -.
I
I
I
I
*! re. '=>B~".3~7"34~3 C'.JTS 7--0), 1-(0, ~
. (DO ""
\-0)
I
j
6: ~ '.~~1
o 0.. '.\
"'''\ 2 I
V ~ r,
'< J
l-- Ci
., ~ -:7"
,....i .;;...
..,.....~.
; g f
1I..i...;;. f"~
I
I
I
I
i--
\
I
~i
III I
>- I I
l- , I
~.lOlNT A~ 1
,0:> \ I,
~\
1
I
I
1
J
I
I
-rr
I .
I
~\
l\
2? , ~/
I 31. (He: 8- I 31-
V!;:;:l,S ~ ,1~6 --i
r
! (JOINT A
J --m--r
II t! I i
llJl I .'
,. I 1 "
~ I 0)"
I .?/i ~./
'0 "1
J 4,
I ,$",'
1 lJ....}
--.1 i !
.r- !
./ 1 I
I J
/11/ I
?i lmtrrhJ11 I ~_..... co 12202 i eo.._:
~I I 1'1' '1.,~"'''''~_7'''''M as-IOU85\531
a::r 1 '^: ~ G N SPENCER I 2. _ 0
... S . j: 1'H1S1UtitMM21$'rHf~R1YOFCHICAQO-.oGf.MClN~"".'JD.
... ns CIIAIMit ~...,.. ISSUE UIID Di'tL.... IN CClNNfC'T1OIIIMTH PIJIIIiFOJIM.MC:&" 0....... In' l'HE CHIICA8C ......
"'1AOIf~ ......DDOI:1'1DfiI....MtDI..-IOI'lDtPAIIITFOII.......-QTIofIII~.
""".... .
r;'
looo_
,...!'-'"
1lnrC-~.".. ~::: ,.
~.~-,
t ~ ....."
",",,' , ..
" . _. .~.:;
.<
....~~ .-,
r'" U)
i......:
1\; c~
~,,~
~ ~ u...~
~ r---"
-
I
I
i-- '..,,'
~~ ..1:
. :
........
I
t ....~
UJ '..,;-
, .
,..., --
'-'0
I
I
Chicago Bridge & Iron Company A
BOt TOM ANN.ULAR R:.s
I
I
I
F{)RM CIA mREV I'tOV :re
I
-------------------
~
4
'"
I
8
1"'-
@
I
r.J
~
6'1ii'
~
:r:
(}
r
[11
() r
,'-, , ~
~1 fTI
j(J
re- 10
,.
'--- ,
,11
iB-
)
,..-::::.::::::- ==.::::- -=:::::- ......
~"/'" ..........
///
/;
II
1/
It
II
\\
\\
~
~
~ ...../
~_ I --::..~
---.:;: - -- ,,-
--
rTl
~
~
5
r:
,f'r -
~
==
S
...
...
...
.
..
.
~
...
-
-
.
...
.
...
...
Ii
.
---
...
...
-
...
-
II ~I 301
I! z
II ~!~ ~~I
z. s .
I -l
0
il ~~ r "T1 ..
rJ1 0 -
()~g
I, PI
'I J 0 m Il1
~ ;Q F
h c
1 Ii iii m I
I II Vi '
I
I II ~ ~
..
~-
... .-,. ,.----
.
~
~
~
\\
\\
~
~
f'r
I
C\
q
\\-l~
2'-8
<
fli-
t
r 21
(} II]
~ 5
.. ~. ""l"f ' '"'' ~ f' T") ",",
( . f,. i_.., ' ~ t..- ',' ", (c.
.J L..,.,! ~ ,:1 I, " ." -
C l."llg"'f"'\ t,: 1"'\ ;',' ", .. ' ~ r.::
...I , ~.....' 1l,. '!._r,',J ~". J~ -"'. - f
'I )} /l'
.~-~~;;--/-t,u~;-~;-i~i::\~:r;;;.;f:L~-' '~.."..~-
:to-
I
J>
t>
~J
t
~ -
~
-i
g
ill
-1
I
I'll
Jl
-,
o
:II
~
1i
)
f\l
r;
-i
-
VI
,
fi'
r'l~--~
16 10 tl r1
Ie ~ IJ' 0 ~. ~
l1' ;JO-,(-
r; Z D 7.""n' ~
" --1.0 ~'" 0
..\!' ' ~ ~'1O
r9 J: ~""' III lJI
0~ !ll!1..,~ ,
...['7".Z: ~r
'- - -4 tI
"c -J 3:
P.-I!-it>-~
~ U' " l) )( :l:
b' ;-11'11'0
J P 6' '-./:;;
. n
-;=-')
~W~~~ ~
3lu'll'li'",
f> J> () l'
r~~ 11''"' \r'- J"~v'l" "'C\ (). p--- Y
;";_ ~ ..~ t:" \~I ~ .
\'} '!' '(''li'.,l c,:OI\,'PANY
4'1l i 1'.,,"', _ 1\1
:~S'~
.( . 1
. .\
.
..
....
..Jl!..r:-
-:>d)t'J
. cr:~ Co
~: :
1II ti c;
C\J
i I
r'"
lC'J
aU
E I
:0
..<' ! 0
. i. I' ~
q . i.i(1)
L.rO
DR 12 'lEV 11.n
~
Iu,
3;4 r 12.
~ip I MMtl
I 14-A
j 14 -J
14-3
r 114-2.
I J4-B
,"-.
14-4 I
- G4-B II
8
8
l
VENT
~
~ B- - <PHOl..c$
~ fjg'(r:~~~::J:E&. ON
)1 ~ rY3\ 4
YE"RTJCAL rl 1"'f)lco /~
II I tl
@~
,
-\t:I;)t~.
t\J,~
/[
I
24-8 <I> J
I
ROOF Cu-rouT
~r
,,!
1~
....... indi~.. ""';1"'" Irom tl.....'OUI inu. ~
,..... . ~ 6
AaIn
Pc
I
I
I
~ 40 OD~ X24~ \D A'Z83C I
fC / I I I \ I
\. /F402: _ X3- 4 2. ) J)15 H 'v)
:;~: 3:5~.~ x Y<." IS)lA liD A28~ ~ .~ I
I .sc;e.e tE:A./.:D VE..v T (81(_1. ~ .-,cu1E) 0 ~ ~;\
%.4> HEX H D SOl. T 0 '2.. A30"tB 0 ~ I
%. ~ HE)( NUT ~5to"3~ C Ii I I
GA SKE T' 32. 0 D)(. 'i -,c: 2.4~~ 1 :'J ~:eE~ -- I l
,-V 8 ~ % '" "'-ES 0 N 30 ~ cs.c.. C:~ :I~ I
d :~ ~J~
8J. ." ~,. '.'1
,. w.: ~>{5
. ~,~~~, I
...... l$
,:) f~
.l- ~
o j I
I
l' I
I
I
I
I
I
D_~1on
Ft
L~
I".
I s_
c ~'<f; ROOF NOZ.ZLE
) PIPE 24'(;t ST,!) WT 5rvll..sPBE1 I
It fL~. 32" ~.])~} x 2~jl,D. -
(0
I
I
A53B
!
I A 283C
NOTE:.
I ,,4 L c..
2 'StE
{;V&LOS ~PX)(.
GEt-JERAL PLAt-..} FoR ORIE'tJTAT,[:N
t i
Chicago Bridge & Iron Company ~
..
i
II:
24"
ROOF ~OZZ1 F
ContT"8Ct No.
c-J
~
C0J
U
I
o
o
rn
r()
\5 ~
\
~\
\
(If"
'-'
o
G'
1...,,:,./
~
,
-,~\
-~\ \
\~
\ \
//
/
f3~
\-./'
/\ ,I
;22.5~~4i"1..-
1<-
a
,
J>.'i'<C' ,,:~4'l.V'''10 ,;;,.p' '2:,'0"'y.
",,1'$ , \2.S/~....
/
....\tofl
I.f/
-i
i
i
/
.I
\
\
\
/
/ A.-"/~
~
r
~
T to
. I
\<\~L-------l
't \
\ (fl'
\\ \.
'\\ ~
\,~
r:>'
"""
\
\
(5)
'-.-/
p8C Gov6~
,0 50" -'. 0,;.,-5
~~'
,~j
'JOINl "A"
r
;rrr
r
~
".
1
............ \
"-
12t~.>
}1.. -....,
StE. Vo::-rAI'- .. B
~
"
"
\
1
1
\
, 'old \/It>
,
, 'I
~_~Y~_"' _'t------
1~:5 S'r'lE..\...'-
,
pJL'- ""ov(::7<;'
00~?7~
~"
~
,
\
\
\
\
\
--=
il.'
1;)1
\
\.' \ 1:
:~t
'" I;)
ill
"
,I
%1
i
,
\
,
i
(?~
, ..'-)
~
-
, I""
\~
I \
i ",,,p' I:T71\~
~
F"
-- t9 --
13">/8 tPROJ c. O.
."DR1\...- + ,AI'" ,- ~
N.'"''"!' , ;.l 0'- ~ ee." '" '- ----'" ( B)
F",f< :"'0_<" "('0 ,N'" ,,' ~\
'P~",v",-",. ,ot:....'- ,I \ '
~
! '
.-i4l
'-../
"
"
\\
\\
\\
\ \
\
~
\
.~
\
1:\
~~\'
, \
, ~
,', "Io.~
<:l I ... 1:)..
~I c '
~",t...c,
_ l:;
\-.~
~
\ \
:I~
-,--.... '
1, .... I
1\ ~, cn\
~"
,'I.. 1 "I~"
~- '
\ ~ ,5/V_ j/
~~<?
"," 0
/'?
\
~~/~ .J 0 \ 'N \ "X:;' ;;-<S)\ \
" / ..9
\ ./ .
1"'-' , zt.5~ ./1.. ~5, '-
~,/~ '
-
(5"\,
"'~'
--
\""" I
r-;- \ \5:-
I
,5
A "i,
I \
.. ;;:: s,<. >'.. 't.. /'\~ \97'1:-
<=',:>'" \~" 4> 5<-'" ~O
CO\.....-
.$1'0 Pc ~_l
:Je €.
0\'-
\
~I,~A ,OIP.S
;;;'I,f.. p,.~? f,
\5 ~ 2.
~;,. 4-
c--r;: ,;4
1'2.." <p PtP"' p...i
"".?S \2."4> ;;<0,,40"'''''5
'" -z.f>'c.
\1>-5,<./10
\ .
:>>
0",
S~E. f'oe
.;\- e.
1;\- ':3
"'?~:;~ 1'<::,"40 scHao
IS - A- \ '
^\ (C,f' '3 " I I "'Ii..)
o_O'''''4,.l.S.~!D
\ \ lS~- ~
,S - 8
\ ~ s'
-\ \'iO 2.4
\
A'f.B'J<-
p. ...8:1>'-
A'l51'" <-
,;.- {,.
\ $JPPOR"'" p.,s:sY
\ .. ,'- 3 .
, \ 1':: s"- ~i. (C'f' ,,,-Ye,'" j
. \ \ Go
r;: 11.. ". .. ~ I'
...'eoo~Ye'\"'i>-'O ",4-'<
~<;; 0""; tS"I,,. B.C..
I" ..4-....~..' -"
i IGI." sc.R'e.\ir~ 7...4}^}<O';'~"'V 0>' s""e.<..'
\ ,,'" .0' \ J>o.~<i>
"\1" \ 0 \~'3>p..
. \ 1'&4> \l:.OP ""'/1. >Ju-r' "". i-
\S" C.
,~ - 'I
Z I!" 9
\
4-
, ~. 10 \
1\
\
,.. ~~~
~ 4. -..;"\
;; I rC>~ Oe.f~j.I -rA 7'"/~ Q, ,---,<::" \
p#6 V S ..
.",,0> .0 xx. 0 - ~ .\
~ 0 v'\I'\\
/ <>1=''7 ,-.0
/ ~... ~~"~--i
/ " ( """ -:"". 0,
I ~,~ '
I l4>~ / \\, SQ t..\.~ \,,:
I I ,,>,..
I! -:: S ...,<dJ\ -.;l" "J.-\ 'I
\ I "". '" \ Go'I,. r. ,
'\ '\ 4" ~5r( :- l,~\ "
\ l1.?G t. "-...) \
"" ci ~'
'-. \ .;:,,~~, >....
.~ ,//_"t~~
~ ,~.~
_ 0'0 _ ;~: '1:
~ a ':"'f"~: \
........ : -", \
uJ;:::' \
at ~
i
\
\
!
\
\
j/o -re ;
I, s e/f;
\
\.
e,O. .
z- Ai-'-
<:c,'/'
"~~
',,\40
~ .:.t--' .
"'w"f ',..:# \ q- \
"'. \ j r--r\
~ ~\
rri '1
III
"-~~
~~y
/
',(
\' ell,eato a","18 . \rot' c-,~'"
\ 2. + ovt;}<?FLO vi
\ "', + ." '.2 sC. '" r
--
--0
-
\
~ -.... -- _.......-
~~
~~~ _ ;5
i G N ~p'C:Nc.~~ - ~
t """. ~_.......
t _-.-.........~.:::::::- _" ';.. ~"""..._c
\ ..,;:::;:~....._........ _r---.---'-
\ ..... ...$>'"
0
Z
<:>
Z
3:
"" ..,
c::
Cl
:::;: <D
c:: <::>
0 0
"- 0
...,
Cl
c::
""
Cl
Z
~
<Jl
i
L
I
1
I
.
28 - n HOU::S EO .SPA.
TO STRADDLE VERTICAL
CENTEP.LJNE .
"'-
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
r
f
'5tI'1 NMlK ASS~/
f PC , 'PC
I ~ , f -A I 24
r'
uESCRFTlO/1
1 lElIG1H I SPEC
L FT I "
!
.~875
-~i rl"l"';:;o
0" 0
: '1
U
DIA SHELL MANHOL~
R ~'O /.L'~~
,all K.~ 1= ...-0 - 0 32.
r- ..
't MANHOLE
I
Ai
,
I )6 -I 2 I FLG E 32 3/4 0.0. '/..750 '1.25 1/8 1.0 . i I iASI6-70
I (err 33 n I I
-2 12 INECK l'. ROLL I 6 15 jA6Ib-7Q
16 9 1/4 X i/2 NO"'-M
I ! !
(elf 9 3/8 X 6' ,5 I '" " l
IL
ib ~ 4 12 leo YER ! 32 3/4 ~ X .C08,S ! A 283 -c
I I I ,
I !CIF 3~ t X .8ILS
SOL T FOR SHfPMENT \1/4 BOLTS !
!AI 4 RODS S/B ~ tEENT I I I 0 A36
ioD. A.5Ib.70
2 16 -3 If 50 0.0. X. 42. I '1.25 lIB l-J,OR.~ i
I (CIF 501/2c ~ I I i
I 1
32 .2:. a.L. x,j...o:. Z4:r. 'tJ. w IZB-/~.:! TE~' IRED
2- GASKE~ """,L'~" 1",.;.. B. C. ((~O '-'5 Oll OM Rue'3ER
56 7/8 OIA HIT HEX HO BOl T 23/4 A307 -B
5ll 3-8 DIA HVY HEX NIJT i I A56H
\('\
')00- t:.i, '. !
- >- Z'~\
fi <{~,I
......
--. a.. . ~l
U 2 ~ I
..~ '-, r \1', I
U \..... ' \ \
. .. Q
~ l_~,i ~
i 0
i!' '" ~~
, ' .::.~-- I
",,=.:-1'
, . \
;..,; -"... \ f---!
r~;'" .,......= 1
:i;...oo.' ,- ,
. . i !
L... ~
'.
...-~
1r., "'-~; ~ , ~
,"-,....~ a:,
'''''.....-'. ,
c..
"\\ ~
- ' en
,",'- ~- ..:1
; .~ c1
.-,
........~,<, u..
t
'&.1
~I
,
,
t.42.1
(".
\::!-~
-.DETAI(. c- r
r
~I
\." :
+1
.....;
- ~i
I
I
SEE DETAIL B"
"
(i) "'\
'-"
5€!; .PE ;r-A/L C ~ ' \
1 i '\
I I
I
1
i f
I I
! I
J' I
=0 -IS
-<<ole i.n~ 2
~tD ~lD
I
I
-- ~-1>---
//- -..:-..o-t-'"'-- - -'--....
i./ ,.,:"'.,:-- - ''........... .....~
/ // ~ ,..........\
/~ "j/ . '\, \
/ f 9 g '\ \
/ II \\ \
f II II '. \
' II II "
f II II I
It MH
i
i I
.1 I
I <-:1 \
.... ctJ
I
~I ~ r
r0
I
t
\
/
f
fIl
I
/
-
1'1
I
I /
I
1/
I'
I I.. M;N
1/
/
/
/
/
I
l
/
{
- GENERAl NOTES: -
I. LEAVE TELUALE HOLE IN REINFORCING PLATE
OPEN AFiER AIR TEST.
2.. SEE GENEF'?AL Pi....AN (:J\VG I)
FOR OR\Ef\ITATION
3. AL'~ WELDS E70XX.
t
r "~4'
'\3.'
RFS
@C
"
I
.1
J
( BOTTOM f
,
)
(
BOTTOM PLATE___.....
'\
"
A4
"i.< ~~
- ELEVATION -
SECTION A -A.
~..."".,
~
r:: ~~
-_ ,'1
w:
, '. .J-
V
()
66 0 BEFORE FORMING
---0\ 60" AFTER FORMING
INS-. . " .
"I \ I
t_~
I
GRIND ROUND"
TO ~ RAD \
wrn"\
v, \
I ~
:1 4
" :1 J
'" T' /
~ ~7'OO;
o ~
is: ,""1:1N'
iRAD-; /~GR\ND SMOOTH
/1 ...... J
, I /,' I
, .-::t ,
~/ar~"5'
I'~I
~I
:1:1
w,
,",
I
1
I
I ' I
i i
" 1 i I'lJRCI1ASERS NO i COOlllACT /IC .
I II i 11",IB'.!..E9-C~O~DHE7nM:Elf>!. DU8Sl531
, ! 111/' ,aj c_ 1-1. SPEOCEF lowo I\) i REV ~ I,':
/\ 1/\ ) ~ ENGiNEEAIND SlJPER VISOR' 1 Co ;-:-;
UJ 1 TtIJS DRAwtIG IS THE PROPE'R'"N OF CI-lCAGO B'FIDGE ... IRON COf4I'ilHY AHO
~. tr=.jls. TO 13E IJSt:D OM-l' IN CCNt!CllOrt wm; PERFOilJWJI:;E OF VORK BY THE
~! _ ~~~~fl~S~~ =~sL'!' f~~ ~ WHOU OR P~T FOR
- DETAIL B -
~ IIIDICA TES CHANGE FROM PPHIffiJS ISSUE
1
....
TANK
~
~v~
~
BoTTOM t ~
F-~- :-t
\9
XrV-
~
0\
I
"
,
44 ~ O.D.
41 J
E3.?TTOJv1 CUTOUT
':15 3h
;,:,) '4- \. D.
00lNT A
,
"3Co
I \
8<P ~~ l)
4 F'IEILD
CUiOUT j)
,lfl ; ~
\
"3<03/4
/)} t1
~ ~ '
~ -sV
- -~ -
\Cc,
~
-'....jt....-.
- """E:. L. U
~E.\ -
CD
rf'~ d==~
" a'1l-... J
.........
~~
I/~V
r
~
\. 00 NOT 'VE:LD
(Q D. l. F: ~ j='URNIS....EO B'(
C.USTOM~R
~ Indlt:8t.. rmlion tram pl'1Y;0\n ~
I ~ I .....
I I
'7 -II I
17 -2 I
17 ~3 I
I
I
17- 4
17- 5
>-~::!
c.. ..~.ll
<0 D. I, F? n c '~l
.. ",. '-'I
U ( M
\
1- I) .s
o~~ 9
,"." ! 0 i
"'"., _ I- i
("~" ~ 1
_.:.. . ~ !
ce. ...J.~
IwIfI
Pc
I L...,,,,
Ft I In.
I s.... e
I
Oftcriptloloo
3(0 cP DeAWOFF SUMP I
Fe 44~ODX,31$ X 3S ~i.D..
C::'/F 44 J.-i I X '3. ~ eYz. )
A:. '7 S1. )< 1'3 ~ ROLL 9
P..... 3b3~ 1 X ~
('iF- "3 7 >< 3 ~ r
ft.. 14 00')& 1/4 )l 7 10
i
ROCI<WE\...I~ Y=-I..ANG~'D COl,,;PL"'~G
'ADAPTOR- TYP~ 9\'a- \' ITlHOUT
FL.t-...NCaEO E'~D ~ CATALIPCi
'tt 913- O"90PlCOO-003 - FOR.
I
A'2.f33C
3' ~b 1AlB3C
~W3C
)
~2e'3c..
.~
s
6
<OQ
V ;llJS.
~ 1 S
t
-~
JOIN"" A
AL-l... '\.Ve'LC 5
~ 0 )()(
- -
Chicago __._ It Iron Company
La
.
i
It
3b f DRAWOFF SuMP \V /
to ct> BOTTOM DRA.IN
~~~
:I~ ~ ~lll~ l ~
Contnet Nil.
~~Na~d CCAI 0.. 7M4Je8.sDU8S1531
~ G k 5PENC~R
-! ,E".;_t". C-ainator .0-' 7 . Rev 0
-i='!Ht5--0RAWfNG.. +s.- C+HE- -PRO_P-F;-R1'Y ,'..o.:~ "C-#iC-AGO ~---!.RON
a: COMPANY AND IS TO BE USED ONLY IN CONNECTION WITH PERFOR-
~ MANCE OF WOR I< BY T HE CHICAGO B R' OGE .. I RON COMPANY.
o :i::~rst~T~~~~~o~r~.LE OR IN PAAT FOR ANY OTHER PURPOSE IS
\ io...
'Ci
r M;
I ' l"~,_
:."-, ~ .
~. ~-- ~ ~
"- I ~
~~: 't\:l ,0
"'--.: h C'
....,c-;. 1'. N,iUJ
;..;~ '; ,
...,...:..-..-., ""'~l
C 1 "I
iiJ ~ ! '.
{'1 ~ >.
'-' , ~
"--
rf)
,
<(
I
<J
-0-
(:)
ro
DRll0 AUG a
2.
r
'\
(d::> 'i. "I-
/Y4-V
I
I~~
BOTTDl'-1 ~
"'POU-- ~ I
~" M';J .- ~---, -{
'II
SAND
"
- . r-,;, - - .
,., ~.. -- -
'. ~
- -l
- -u..
Cl.
2 2. 3/" ~
"'Z.. 5 jt'1... .p
-- - P,,~
1::>/ P f;: --- 2- 0 Q I. P
F U r~ N ISH E" D B'Y C US TOME R
i
b
l' I
~
(L
,
.
I
-'\"it'
, --L-
')
-1-
!
_'\~
DO NOT \VElD TO PIPE
2.D cb T~RU BOT TOM C.D~t-J.
,
a.. Indlcatll cnan,. from prwlou, IlIu.
'~I I -
Langtn
Mark AlIlIl OeIc:rlp11on 5pK
Pc F1 In.
~ I Z 10 ~3c.
I Ip...-l 2. B/2., OD -,c. ~ ')( I
- f
f H3-'-.
\ /\
~ !I' >- ~ I
lIlUOGUO
ROc...\< \VELL FL.b..NGED
COUPLING A..~PTOR 1 '(PE 313
,,, 'I~OU'T l="LA.NG~O IE t.Jt:>
# -
CATALOG 913-al~Oa 'O"l-OO 3.
F"OR ao o. I. R
.
'vi
>- ~ 0i
CL -< '\ I
o ~ -~l
() (~ (\f\ 1
!- (b ~
I".... -~ ~
,-J '
W(i
r.~
~~
~/ily~'
;..\,.~ ,'1
f'=-',
"'v.-~~ , J
z' -
"--'"' , -,
= .
, .-
i...v.>-.
!' ; .'
~;.
- '-.
~.
- i.~-
b- ' .
. ,-~
~
. ~-
-
l!-i =-
~-
() ~
I--~
Chicago Bridge & Iran Company
.
i 2.0 <P BOTTOM CONNECTION
a:
ConrrK1 No.
Purch_r', No. 85 f 5 31
By I PO Child C eN Oa,,7 MAA.8$, OU
:1 G .N E~~r= tlOllSi: R' 0wlI I 8 R.v 0
a: 11\11 dr.wlng II 1111 pro_ty 01 C"IC&9(l Brla.. .. Iron Company .ncr II to bl
u.... aniI' In connllCllon wit" _'or....nn ot work by 'M Clllcago arid.. . Iron
Company. R.llrod~ In wtlol. or In lI.rt lor .ny 01".. purpo.. II ..p.ftlly
'ortlldd.n.
FOAM DR 72 REV FEB 79
;1
:1
11'
IS$' : 1
I
I
:1
I
:1
I
:,:1
;-...., !~;.
~iLI
'""'-......: ,::,
I~'-"-'
~.!
I
:>-
~ I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
'I
1
I
I
I
I
I
I
I
I
B:l1"-
>,r-
00 '
0::--:' UJr-
a...CC I--C"J
"-- <1:'
<I: 0-
I ! I
f
I 10 leu
>-l~r~
/UO
,\3!:! '
I 1"-
=5125!I'~
c::jU-.-;-
>- ~ I'~ I
al,U.C1
g I
g
~ '?
a:: 'f'
o =
:!: 0
a:: 0
o ,...,
"-
o
a::
<I:
..
~
....
...
.
~\...,:SO,.,4.5 ~T
TOP OF" CONCRe:.,e:
TANK RADIUS =46' -6 TO d: 5!-EL
~ . .
SEE D~TAIL 5-.
,
TANK SHELL
'"
\
\
"' SAND CUSHION
PII
r-
I
,
t
,I
~,
I
FINAL GRADE SLOPED
FOR DRAINAGE-"
6 "
MIK
10' C':)MPAC. TED G~AVEL
~
-...--......---'"~
ElEVATION
FOUNDATION -LOADS
[LBS PER FT OF TANK CIRCUMF::R.ENCE:'
MET AL WT. =687
LI VE LOAD =357
WIND LOAD==225 ~ 1FT
SEISMIC LOAD=::: s~oo
DES I GN LI QU ID PRESSURE or;
BOTTOM=2569 PSr
ALLOWABLE SOIL BEARING
PRESSURE =3000 P5F INET)
~'JO TES
,- ALL MATERIAL TG EE FURNISHED AND
INST ALLED BY 1~. I~DN SE F:\IC::S
:: - SPEC I FlED COMPRE 3 5 I'IE STRENGTH OF
CONCRETE (FC) = 3960 PSI - - -
~- FOUNDATION TOLERANCES: TOP OF FOUNDATION
SHALL E:: LEVEL 'w'ITKIN ! !Ie' WiTHIN AN~
30' -0 OF ARC AND ! 1 AROUND ENTIRE RING.
:::;
I
.. NlICA TES CHANGE FROM PRmlUS ISlitE
II
Ii
I
i
I
I
~' -' ,.::'0-1 ~;"':"':;-';1(-':"~;~~'~;":'~:-
! ~,\.~~.o:::~.~~~II~~~~~~\i::"
:: j i c:rtaJtJl \ " -...\ 1/_"'\ ~r"'..;,..; :n.ll.~\';;U'" ~
-I! \i'<..~.t~).,;..'"::r~:""v:tF-~ ~.t:~ It
8 ,,-I,~:-'{"":,:--,,-~,,:-~~;..:;,,-,;.:.:;\]
~V~1o ....-~, ('\Ji.......~ ~..( ~..~...t-
j'-:_":_~'
. 0,$' -- .
, ',;1 ib'
l'.~ "
, 0,$
ib' -
", ';~L
....'
DET AIL B
I
W
I
I CHICAGO BRIDGE AND RON COMPANY A
I
,
FOUNDATION LOADS
I
i
I PUR CHASERS "" :'~ 1220, CONTRA~ ~ NO .
'I BY l.1L- OHKD..nit.. Dm g'-'1Ai? 85' 0 U8 51 J j I
, , ; II. 5m/CS DWG f! ~H
/\; EHGI<IEERlNG Slft:RVlSOR I SfIT ! 0
j TI'IS DRAWIC.IS TIE PROP'ERn OF CltCAGO IIRIXilE I: fiON COfo1f'1tNY AN)
I lS TG BE USED ON.. Y .... CCNECTION 'I<<TlI PBlFOiRMANCE OF WQRI( 9l' nE
1 CItCACC BRfXi:f ... fiCW CDfIIPArtY. :ItEPRDDUIl:TQ.I t.I WHOL.E OR PART FOR
j ltNY Gne PlJi!PfJSE IS EXPRES5L't' FORBDJEN.
-..-...
-------
_/-~"~~~;::~3 _ ~ Ml
-,-rc:---;tnet-'- --r--. (/[ 7~
c ~ l' 2 . -' k'"
/:.' , ",? ,- "J
N~ c'
" -,'
"~.II' .,.' '
\ _ ,."'\ r'. \ t-'
!. .' ' '
.\ .. fl.,.......... .
--" -"" -
. 1::V)
, ;, ,j .,..,t ... C).
~
l I" 'to t-
\I' wi"
I ~
4.
........ ,....
\5
.t
~ ~
~ 0
t:.J
a -
1 s. r
a ~()~-~~~
<: (Y ::l t).~ "I- ~
~ _) 'll c::.a ~
\ 6 ~\~ ~ (\ -~ -:5- Q
f. " ,.. U l!-> Q
\i\ _\C" U\ ~ ~ ~ Ol
9;-<1..':9. ~1P.u
:z: .Q! III '-' -J
~ '!II.~..~o.!
-% itl 2 1- ~
~ 2:i g. :r.
- -
It ..-
~ -
i ~ t
- -
lA ..9
I \
~ ~
- -
t-
,
~ ~
-
--
It ---
4.
\
<1
1
-
/'
}jl
<t
~
<t
(d~Jd~Q1 ~~
, y
\
- -
I
4. .\J1 ~
~ 4.
~~ ~
~~I~').
~~ ..619
:{1.1 t
III 2'j ~
r~ t ~
::t.... ....
3A U
\1101
'4 ()
u~
o \ll
u ~ ~
ill~ ~ .J
~ :1 ~
;Z~
i 1\\ ·
I.~\ l
\ C'O ". i
.. \\\ i
\ ~ u\\ I
~ ~~i ~
~\ t Ul
~\ ~ "\\
~ I 6 '
~ . \
1 ~ i;\\
~ ,\\~
Ii ~\8!
.~Wl'\:I
l
\
i
\0 \
1 \
J\ ..
to
a
s
~
~
'2
a
-
r'
~
~~
- .' .1\
-.,. ~
, ~"'"""
~
t
\)..
~!:
- - - - ~
__ ,n_' ,,- --
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
,'~ hv<
(IDJ 1-L CD L ~
lJ ,"'; jD8~
v
~
cmD-L ~/ i
t ,;"
~
. i.
t ~ ~ ... ~! I
D35-aE
In 17.0
IDr
IDB-.
; ....... I U".c. I WT.
f JOT. t ...
I 0 FT I .
o. '...,d) A3r;. 0
I 4)..-., A 3'- 2.b -fJ
. A 31.. .
30 0 .
lcr U,j/4 A3'=> 1"10
\ 4!..-7 A~'" I 78
A3r., 1 .
I
0 FT 0
1(0-"'4-) A3b 0
[ i 4><' A3b 1..o-'a
I . A3b .
0' 1- A 307A .S&~
. A f" A -
30 0 ?I., '"
'2.'7 II~ A3" 1'10
. I 4"'Z. A.3(" 78
. A30 .
0 2 iA307AI b
I I A5G.~A ~
l35-ClB
,...,
1Y.3
line II ~TlO.
'1'1'
WELDED ....DDc.e Assy
l lDAle! Z J.-., X -'V..
o " an :V4.111
E' 1.A?' 3)( J,;-"
I
'it.el..D.ED LADDE'" A~sY
SAle 2lc, )(3/e
ROD ~4 il'
BAR. 3x +-
~~
~. I ~ I
!'1OD t ~
\ .~) xl; rDJ
i' '~T"'" ~III ~-iN
01 ~ (D35'ZOfY -Q I I I~,
Ol:~ <<)1 1&35'ZIAlTII
11' It ~l; p (1BS'301\l1".u
~I il ~"
0' I? 'D/3- 0; ~~
~~' """. -~I i~DJ~
, I I
,-" --'- i' ~... -+
L -- Lillo ~
!~t
D35-~
IDn-3/. 2.
ID\ 30
um-. 8
TYPICAL hlELDED LUq ATTACHtfeNT
Wt:>ICAL BOL.-reo LuG ATT"JI(;H/>1EN1"'
f -f' j -, -;0
~t ;;~! J III ~,,2-; II ~srJ 11 Ql~!l
4 ;" 'QDI3-ff ~I ili=?-4. I ~I -"i j ~i ~-.i tAl
c=: .91 1If ~ I 1CtDI~ II 01 ~)l
[ ~ ~!I r1!L~ ~ -:1' ~ ~ 1111 ~J ~
T ~~ 1 -~ ~ -:{9 ~.,\ ~ ~I Q-iDGe)'
11 ~ J. ~2 - .J-~I, · J~i"
I 1.:!3~ 3.5-3B TIiRU U)35-IW It! I I I t '~-j j J.
I rU~1 cP35'BB)Tfl2~(D35-2~-k, ~HH:lJ(j).35'3Q~
~ ~ LADDER 5ECTfON A5~Y -.J/WELDED Luc:;s
+ rr-I \"
1~~T3
xl ~.~
<:(l
~i
S?l (D35-IA)
~l ~ Ti-1li!u
~1 (035-1011
-, )
ZI '
oi ITY
:":'1 1 i I ~DB-~)
r;W I I--!
t --
~!
-110
I 'Ii ~
I !D35{Jl BOLTED LADDR A.~sv
I;Dlb-D 'Z. BA R 1. '-? )( 3/}O, ~
IDl 0 ROD 3/<1.41
F 1013-. , eAR 5",~
~ ,.. ~4 <Il' SQ N8:)( CAIC!~. BoL.. T
u
G ,~4" Hvl'" Hex NuT
I D3.5-W IIBOLT~n LADDE"R AssY
11D1b-3Q! 2. t !3AR Z '-z x )/8
~'OI T.30 ilRoD ~~ III
,'"fA 1D13-el :BAR. 5x ~e.
~ 1'2. i.3,4 'i> SQ ""rCK CARIi!-8a.,-
I 12 I' ~ <P J.IVY H~'; NuT
~,
~T~: ~
o - Sa: 7AeI..E CL
. ~ SEE BJl~L5 0
. - SEE 5TO ~ IDI3 (ot:z LuCi DErAIL.s t (c;.WlP/..E7:. 5,'wO
. ~OI2 AWWA DIOO API' C TANK::', USE L0/V
HYOl104CN nECT1200ES 4 INSPECT BV THE,
'MT 012. PT METHOD. r::
i~:) ~
Ls..~-.".~-
LADDEQ ~ECTION Assy
w/ BodED LUGS
,~
:.~
I,JALK- T~{lu-/F QEQD.., ;::;. ~_ _ '_. ' '-::: A:....::~.-
(SEE" 5TDD~ 10/4) L0'::::'~~
I j
I [ II ToP 0;: 10P ANGLE,
I ~_~: ,Tc;p 0,;; PI-AI~O~M,
I I -l: t 012 5pi!lNG; LINE
~
- >.lJ, {SPlICE
:;:j
~
ct'
",I
.q:1
iI
01
j::
vi
\all
~j
~ -:..~)
-":-'31
~'
- j z i ;1
~-,:.. IlC i:[ II
t==:l ~TYP~2 v- ~l
'--{~ j ~I ,~, Le,
/
'-----"'
.;,
LAnoE"~ A~Y INFUJZ.MATION ~
MA.~K INTER-I W, ! No_I No.1 No.
Wo,RIIl/1i MEDIA~ ~ \Wnool\'Bornd &m WT
~NOM L6 UJ<O- JDlkO I UJlii luGS If /lIlT!
tit. F~ET lacATlON 0 I' E F G ~
o D (IOn-D)
I I 3 I '2. i I <7
2. I h Ie.
. ~ i:~ 2 I', ~~
" I I~ I olt.4 S4
1 )' 22 ~ 4 4 I ~1
8 ,j 2.5 I I II i 71
9 --' I 29 1 I I 81
/0 HH1 32 I I' , : ')0 I
I Ii .35 ~~ ,
12 36! 108
13 ""111T 4\ I I 111
l4 8 44 !2.("
IS 7~J/}, 48 :R.! 8 135
! 6 8 51 .0 I 14-4
17 8'_111- 54 ~ 153
IS B 57 1"'2.
f" 'HI" I bO )'! \1\
ZO 11 I "'4 ! I 180
I 2.1 ,1 I b 7 ! I I 169
I Zz 10 -!l1l1 70 '! 198
23 ,"'1 I 7 3 i I ZOI
2.4 7 -115 7 b I 'Z.l"
25 j 8Q 1 I:~ rz. 1.'2.5
2'- 8'-1111' 8.5 E 8 B Z34
27 0 8 t> 2.4'3
,8 89 ZS"Z.
2<:1 ,'j'-ui r "Z ,I.:
! 30 I ,~5 i I 7.70 I
~ .........1 J __ I
,-
., ~
(lNSTAI..'- ~G5 W/,SLO:J
I IN UP POSITION
;.......
iL~l
r+
T
of. SPLICE
IJl
GENERAL CUI/AIION 0,: BOLIEO LADDER
( WELDED LAWEIi? -SAnE &CEPI t=OR LuCEI LOCATIONS)
i"l .:., y
.~-' F>~ (... ~ !'-~~ ....::-
, A LONT1lACT Dwcs MAy BE eEQD To SUJW Co...~ LI<l;-oii!:
['-4
I
i' !(
I
~VERY .3 '!PRUNQ !.---. ~ ill PLlIq WELD
\ I (TYP Bo"tH E'NDS\
, \ -~ OF CVE1Y RllN~)
1 t ~~.. (f) r ~
J ~~~~ I~~i;~i; 9 *g Chicago Bridge a Iron Company I!l:.tI
8 ~ ~~ 00: f 1'-4 WIDE LADDER
t' :>00_ W lr J
: e~ lJc!: A';)SEM6UE5
". -:;;2 zu
,~ -c <(
~:~; ~~ I u.
"d : u 0 ....L!S.. ....ffiE. _ 3-1"1-10 ~ I ---
!t ~ ..' ~ffi I _..~- to-7-BZ ) D35 - 4
Ilo. ," 'I =~~::=:.c.-=-.:.-:~.:c:r-:
,. INDICATES CHANGE FROM PltEYIOUS ISSUE 1.,1 II" ~ ~,,~ ~ ,==- ~_. -- '"'... -..... --...- -.
LADDER SECTION Ass'\'"
r~
4.t:~~.
(.l I
>.\! .1
Z ,\\i! I
<!\~,I
a.. ",J
~ C:~
() 21
"'"i
--- 0 '
\
i
_~ I __
-;, ll'~
" , I -,
..:-:.~ i ~
. \~\I g-
_ '" Iu:-
" "-I..:
.~, ., I r~
;-, N~
~~ j'
:.-: "'" "'~
:5'.;,'.
...."" '
"-;,. \
!"\
:: t"
--
( '1
~~ I
!
~"";'<~
~ .", ;
~' ~
:::
~
c~
Ll
()
..
DIM. Si-KJJoJN OIJ
f. ():' BNe
"f+A
D
D~;
. ,
I
I
!
I
I
I
,
I
!
, -'
,-IAN6ENT LINE
(SPRING WNE)
3
41> CAJZR BOLT1-
HEX. NI.1T(Typ)
ELEVATION
;:>:.
- ,
r
..:.ti..
,'T _"~ ~
4~p-
r~~HT
t
... lWIC ....
"'" ....
D37-A
D5"1-I Z
IDI 6
I
2 IDIHO
. ~
b
BiLL WHEN WGE- 2-
IS Nor P.iDVJO~D
4 .~ f--~t :_
04
{iG,
.[1
P4!
I!4
\liEN' A-A
. INDlCATtS 0iMICE FItl:IM PItIVlOUS ISSUl
DUCIlIPUOW
f ,/',~':. I $~IC. .T.
1; c~ Ekx.Tt
/-lEX NuT (1Y'p)
Tl"P BarH \
EWDS OF
EvE1ir:1' ,1
31D f?uH6/ a
{;rpPw6
~(7Y'P
EVEllY RtJr.I4)
~
:0
ChIc8go Brtdge a Iron ~
.
U
I.tJ
a.
VI
':i
o
m
::.:
L...l
r:r
ROOF LA DtlER
FOR SPHERICON ROOF
GROIJND SIORACOE. TANK
---
..JTR ~_ 2.-2.04'1
_..--M-.- (.-1-n.
D37-b
""~.1IME"""""'"__,,_--,, _.....
~...'f .......".,.....,.~._...._~_.
-~-~...:IUI .......-r ...*"~____.
-.-
7
>-
a.
o
()
f-
t '"':oo~
"-'
LU
("t.'
.,.,;."
r~11:#-
w....
,-t-"-~
,-.","
" ",
".-.:'"
~~~.
i. I, ~
~~1
i....-.,
&.....,
~
i.-
I' ,
~
()
37
iG
I
I'
I
I
I
, I
VI
, I
'" I
~~ I
~I
1
, ,
rV-.1
, \ I
2 I
CJ
C:
<t
'"
I ~ I
:!~ I i I
;\:' ~!~.
'; N~'I
' ,"-..:
"~ "v'.f
\\1
!\ I
I
I
I
I
I
,
>,
~
r .,. ; \
I '=' i-I '::'" ...c........ - uiiiiIoo -. I ft.
..
7 Ett.11 6ul- Ilh ~ v. M A36 I~ ~
I lIE3~/-T BOTTO"" HOaPBA~- A-.tl/.. " q A3b ~
/ \/E3-:1!- ""~ UGClP SAw - 4 Ji't. 7 1'181 ,436
14 I .)'z. SQNEa. ~AIU BoLT 0 W4 A3a1A I .
14 i -vi. /.NY ~EJ( rJuT 1 ~!lA ! I
T ~;;
"7 Ea-.I Buz -Wn ~ , .ao
f IE:!-I i 6orToM HooP BAIl. - 4.c V.. CJ 'I A3C. .
f /B-2 HooP BA.. - 2 ~ ,/" .7 7'Va A~ f
I IE3-31 \oAJ:IE HODP &Ii! - .....14 7 'VB A3E.
21 1fi4I ~N~r _IZ'-r 0 11.1. A307A .
V Yz .. Mw HlflC NuT A5'-SA .LI
I:
I
I,.
I
I
I
1
1
1
1
I
I
I
I
I
I
il
I
I
I"
I
iMor.. ?
... .. JMl~~ {. ItIoP} ~
... J I c_ 0....
I A _ ~ A (~~\t_
. 1;2-z&~ 0
~.TUIlll CAGE._ ( I
XCTllW (F REr;p) ~ ~~ 2
tH0c9f tY, - -~ (,8:~ 3
ToP f2u,.z; :: i fl8.'1-i:J.'2I 4 WAlK- THIftJ ~ StCTTON
OF LADDfIi! ~
il ~:Z-'Z8'-4 5 (~C~,~4~
II ~16'2f "
~ TUlZlI II .liboF /ilIoIIND 5mu6E T
(EBZO (Tt'P7A 1 ~ u,IlR BoL,.. * ~\"
I j 4 UE~ tilT (Typ) lL l ~ 1E,-3 ~~<<IP
QE3-0T~ IE:H I' '<"'T r~ -~ l~ -+= -
t~ t ,
, }' ~ C.AIKl BoLT -'" Q
I' i.AOOEI2 L 4--- - 1- A~ ~~ t ~ NuT(HP) "It
,- IrTJ'P ~ lyT
, " J ,~_1 ~ 1 (ffi})
-F' L.l... Ii! 0
-,
,. I ~~~I ...
! \ -1
I SECTION A-A t HooP II {~ o ~
~ ,.... ..
/~ Ito
TTI'"fCAL (A.~ 10 rE~tn-p) ~~ ..,. "It 0
.....
LADDEIl WaD DErAIl.. n- l~~
B3 '-I ::-r J\ l QgH)< 0
- ,
- ~ - +~ 11 ..,
I T .. l~ ~ ~
II II
LApoe'r~...: An 9
t UooP - ""')
CAGe ~cnON II II ~ ..,
II GtlADE" Or
SPLICE ("F.fp) lADDE2 -z.l: N r L~ !-looP
~Gi tr~~
u ~
ZO~ll (~SECTlON
~ A -6orTOM
~ SecrrON
1tA: B- Bonc>>4
(AM 5KnaN
M A3ID ~,
'f " A36 33
, 7"' is .436 26.
1 7~ A36 - l'-
o jlJ.j A.3()7A 3 I
i.iS:o~ T .
M AJI. Ii if:
q q M6 B
7 7-V.. A36 q
7 '7Y8 ~ ra
o ffi A~A I
145(..SA, I I
5ul~ ,* IC Y4
7 fB"
r 76-1
"2 16-2
I 78-3
jB
118
-4...V.
I-kJoP Ri.i2 - 2 J( ~
.....m!: Hoop---au.:4r-V4
1/7 . Sc:I"I-..r.- ~~
117. WvY Net NuT
&rr-~.iV... .
14ooP&Il- 4,,( Vol:
HooP &Q- zill4
WIDE HooP BAR- iJC Y4
lli 4> SQ NIa:
Ih.UvYH~ N&zr
TY'F'E"C-O-
CAGe 5Ec;TIoH
7 FB"
I 1E3-1
3 16-2
I 6-3
35
35
7 fe-.
I IE.3-'
4 le3-Z
! IB-J
42
cz.
NR! P-8GnDM
CAe XTION
A3i ~ !8
A36
~~ I~
A3IJl A --::
-u.':JA p
)
A36 it ~
~ 0
A3(. I., 0
A307A' I.
A~ ~ < t.:=-.
~ ,', .-.:
"
Cf
7 ,- V'"
7 7 &
o , ~
~
'V\j \
'~\
C~\
"
\
<l)
-
e
o
I
IB.u2 . Ilk ",-Y.
& I I Qo1 UDoP ~.- A orlll.
UooP BAR - 211l V....
"DE 1-blPBu!: - 4.r JI.
.. 5e J>Js;x CARfl BoLT
~J.lvYI-IEIC Niir
li'PEE.~
CAI5e SEaIOfol
T
7 Fa-.
4 /E3- ~
f -ff3-, r
.cz
42
\
7 E6-t1
I IE3~
14
/4 !
1'1 1/
1 7
, T
o ,
1B&2-I1'2JC'/...
L -- '--Z~V..
WIDe' -~ ooP B.u!o- 4"17.i
~- Sea N!cC CU~lJii.T
t'l./-IvY UEJC NuT
GENERAL Ar<rcAN6EMENT
OF LADDER CA6E
CAE- a:ro u.e
SEc:'nDN (See-
~ Foe
No.~)
~ (.J6E; BAt/.
ff:'Fr ~ K.IL~"'1I1IIa.3 Wi:
-i' . ,..,.... EA.
r f!O ~ 0:01 1.2
2 2:0 Z!O~ I~ 2.5
:;: A 3!O 3!Q z:tO~ 3.6
4 4~D ~m 3!1O !i f
5 PO ~ 0:11% bA
" B 2:0 ~oj j:I/fg 1.b
7 3:0 7~O I zil~ e."'
B 4:0 ~11r.. 3:/1 KJ.Z
q /:0 q:D~ o:l/~i /1.5
10 Z!O Ilr-OYa J!/Ifa 12.7
If C. 3.'Q 11:0 tll !41/A.D
It 4:0 f1:f1 ~ 3:/1 15.3
S I~O 150% o:Ilfs ""
14 D 2-'0 1/4.~ ftilfa nJ!J
15 3-'0 15,:0 I z~/'k lCU
" 4:0 ~tt41 3'-11 tD.4
Ii f!.O In:Qi o:IIYf' 2L7
f8 z:.O 1/8~ /:/tYa I zz..,
" E l 3!O I Icro ~/Itl.. 1112
zo 4:0 m/% 3:/1 25.5
.8. iJ~' ..~
"3' '~5.: .-
A307A .." IcC
A~ i I
3 3~
7 4
o I
~n' t ~J~ L ~~ t" "r --c q
-' .. "OU', - .~ H....' ~
~ Til0J(EB-4)_ -(?l.~ TI4eU <E8-8'L
.iJ3 m~ ~
"NRA ~
j!() 1iiIn.I4: 0 ..
lYPf B ..:=l.
5!()"ie!S:O ~
BAli - ,'h. .L-V...
WAL,,-"ileuHooPBu- 4~~
r~.. Sa NEa. CNlR 8<<.T
~.J.lvYHu #Iii
Wu,,:-811lU
CAde
5Ec.TION'
(11= rzeqW
;\-
\ 'i
:~'.} \ '::-.
Marl!.:' .'---' C::~ I 1;:.
IJ "0 ;:,..., G<<5E SI!rnotoS e.x ., ~':-'- ,
11 ~ J (S.e~-=-' . .~~ _.- \~! .J;
2) FHO~ OF aJ~ (;Nf6s.cr..&fti c.. -'j ~
e. .~~ ~:L4~;::;;':~ '~_~w
. (~....DaoMc~~) , ~ ~<\
Z) LAt:D!1R CAe Ml!T3 IJ5J.-Srp AH.3- "~ t j '\-
1 II ~ ~ a...u....--- .. ~ ~.
" I ~ :. ~
, ~ ! 1 I 7 ~ LAnDER c..AGE
. . S. ~ '-4 WInE lADt)ER
~ ~u-~
~ .-....awa__- ..
-r
~
~
-~
lt~ IZ'll
M
M
~ "II 4'0 L
H~ 1 .!
- 4* HOl.ei
'- ~ 3'" 4'0 4'0.
~1.~ .{ luL, . ~
~7UtN~1
3!3i
Ii 3!'2
~~
!!-
.9
~
0--- ~
o
- .
'q"
-
~
---
~
~
~-'II
~
~
-'II
~
.
~
~
~
~
~1
~j
o
;;
~
~
~
~
p
..
~
1 ~
_(E8-'V THllU (E6-q)_
M
.4~O
4!O
L
4!O
3!IJ
T
-j
.
.
J.
.,.aL..f!E 7-......' --
1_- &1 4'''''' 1 E8-4
...-.-.-...--.---.....
~'I"._- ---
_-.~.-._.__.._-
- .
7YPE D
13!O iIRu Kio
L i' HOI.fs
<iifi2 Nas (f8jj}
VdTICAL. CAaE IlN15
~r=
mo THI:1I ~
It-DM.K Is~AL.
rl [] D
-~i n n
;014. I 23 iir 2
--L-
, ~/ i } I
\ \~. '.\"'/ I
\ \/: J J
"'~ I ____-"~/
~
_0- A;:TER. BENDING
l! r 3~riJ
II !
I. ) ,
. r---
J4~d
(, 'I 45pe'1~' 3:2
I
q 1-" 3:iD i 11
: --1'- 4
-~;. r--~t;! :'<)1
Ie.
~ ~ ~ I-hLES ~....
-0- BEf=ORE BENDING
Z~3
I
W
_@)- Ar=TER BENDI~
""0
I '9 '-, , I
U; i-/I rSpe h~3:2. '! .1-1 ~'
JL- -~-J-- ~hlt-LLt~
""'H ~
--~" O~5
_@- BE;:ORE Br=I'lDIN6
8:Q
I
I ::5, . I:' 7
I I I 1~
Ir---~--I - h~T
~ I, I ,
i (- ~ ~ h'OLE5
-r; . ~
1 11: j
U: 4:0 I
~....
~7 .
... ,
--
II
II
-i+--
I
LL-I
~I+
, IL
'-,
I.
, 3
a-Ii
,
4:0 U
li~
I ~
'--. ~ ~ !-IoLe~ ......
4~0
.
,
~@-
3:5
~ -<;1
BalD LINE ~ ~ ,.;.
II '4
.~
J Lic
1 '4
'"'
I
L ~+ HOLES
3:7~
_0-
: (~
i ~D
"....
(~
~ i; 8--t
-I--
....
A
i~ 5Q N/( (A0ii! 801..,-
W;::fN !..iE:;( N,-j,(Typ)
(7'}-'1
~i
1<.00;: --'
I
ELEVAtioN
/2~
/2 '
I'
........ .'"
--,
A ;_f~~; ~ t~
r -..
, 0Qr--" (7 (-r~P) ~',
I.....~ \~/ Il,
CZ'-\--
~ J _~
I
,-,
,i-'i AN
,
11-.,(/ 'I f
-(~J
~
I
~l "7,
..---
\ ~,1 HoI..E5
; r !~ 7
4:2;
~
i
i i
(3!)
4:f1l
AIZ
/~ !Z
I
1
_0_
,""' c... _ ,:.
(10
-
( .;:;-,
---;,~!
..
--l...
...
A
----@
\
r" -
,\1
IlIZ
j~1 Mal j~
01 sell 'TI 0.
u...",
n. J JM.
7
4
.;~;
~l.J..J
-------,~
-t.......:
f':'-
'" ,
I
! r-@
L-~
,-(7)
j-
58
78
41
31
12
~ 72
A% 25
A307A i 3
!A5~3A ;
BENT
BENT
u
(}2
!
~ ITytl)
-,'"
,'"
""
1~
~:
{~. J
#-
-:
5EcnDN A-A
iY: "
~
I
/7'\
l~
. -------
I: --- -----.. -./"" ) AOOl':Ii'
I I -----..:,--- L
~""- ~'",
B 4 ~- "'"""", "~
K=~~~\ \ k
~ \ 1\,\\
.1 I ~ 'D' _ r TANGENT LINE
-;- I -1 --r'-
"f-tP~. I: L 6>1
~ I I '---'-I t
~L.L. _ _ ..... Hoop
...-JI ~~ _!!L - .. --
5f.1fJ..i..-) II ~ i-II-IT liT
, ..J lJ I, 1,'---- ~
~ lJ.. 1<.. .... ---------{SEE 5'F' DW6 fB r"0fi! )
I., ~MAINDER Cr: CAGE. j
'---=----- ~ /
., I NO ICA TIS CHANGE FROM PJl EVIQlJS ISSUE
Tt,o:
."
~
i:
__L!...oor: ~
GT---- ~
,~ iZr-........... )
IY): . 7t'-~
~' 1= '"
;7" i ___un
\..!. I: "-
_ --1___________,
i-;i~
',,<--'
,
SECTION 8-13
~
~
:z
...
':;
o
<D
a 00
.. , UllO
~ ~ ~~
~ ~ j~ Ji
La
t:l
..J
~~ I!
Chk:ago Bridge & Iron ComPBny
7 BAR WALk-THRU
CAGE SEC.TION
FoR SPHERICON ROoF
GROUND STORAc"E TA,NKS
:TR. FSF 8"zg-i."l ---
..-=----~- - 9 2
_..~_ &'.7..az , E. -
TIoIIe ~. T')III,.......,..,or CMICAGG -.oGI.~ ~ ....o."'ftII.
"...DOfILT I..~'*...,......~_....'" T\4011C.l1100~.
n,
I
I
I
I
>-
c..
o
...,
\...,1
'~I
<: ;'\'-i
~\~I
..;::: . I
D ~\f\l I
o .S?
I
I
~
') --
\--...- O!::...-..
I
~ ; l
~.....;: -:..~..<C'
~~-4.- ~~
~
...-
i.L~
o I
, .'!.~
, >
,'1:
: ~ I
r\
""" ,l;
t'l,
",",,' ..,.
~=-
~ : ~
~
j CJ)
.~:: -,I ~~
~;'~~I
t~.J N
.<::J: '\JI
........... \.
W "\,
I
~ !
~
~
c:
UJ
0=
>,
~
I
()
I
I
I
I
I
I
I
I
J
I
I
I <( cD
"'f ~
CD Cl
I -- ---
--
:;;;.-r~
__- I:
, I
I
I I
I I
l
I
I I &
~ I
- l'4
, . ...' f
-
I I
f
I
I
I
I I
~ I
I
I t ~. Ii
I ((, BARS-.k THK.~- s-=9 i
CARBON STEEL BODY I
1
I I
!
tl tl I
I
('() IY) f
I _I 1 I
~ I II
II
I Ii
II
I II
I
" I
'-,
, I
"- I
I " I
.....' !
I
I
MARk
G4A
G48
, . ,
l
~
t
A:
IN51A.LL v'E:t-..li, VERTICAL SO:t
.
Root:
""NOlo.liS CHANGE FlWM PREVIOUS ISSUE
NE;T VEN'T-
I Nt; AREA
72011
2 270N
CUTOUT
IN ROOF
10 Y8 ~ l-cl
15 Y5~ ..,
f
~r-No.13)~ \5 FLATTENED
'""; EXPANDED METAL
10xl6 MESH.-vO.OI8
BRASS WIRE SCREEN
NOTES:
1- PALLET..5 SHOULD BE. REMOVED DURING
PAINTING To PREVENT CLOGGING OF
THE IBRASS SCREEN.
I
2-PERIODIC INSPECTION AND MAIN-
TEN~NCE Is REQUIRED To KEEP
VENT iN PROPE R WORKING
CONDITION.
3- SEE. NAMEPlA TE "'5/7/ (SENT UNDER
S[PARA T[ COVER) FOR COMPLETE
MAINTENANCE INSTRUCTIONS.
f I ~ Chk:8go ~ I Iron Cl)mpa.'r .
~ :J
\. ~ g
'Z ~p
~ ~~: J $(,~~E!'iE:.1:> V~NT_
ct! ~ ~~\I;
~11 _ ,r~
0- q :;;a
<l:: ~~_,_ ~__ ___
_..J :j_....AZJL_II-t-7g G4-4-
....~..,.~.-----....~,...,..-
. Jl -----"'.~.....~-_.......CiMZlIIIea_.
...-.......~.__......,.... Mn~'fIIIIIlIQM.
-y-
>- ~lf
L '.A)!
<( i,'
w.. ~l
...:;E !"i
, \\.r- i I
0- ,\%,
., .
u 2 i
mi
0,
~ I
"""-,,c
.~..,""
! ~
: i
f;
i i_
! ie
i :~
.': i i?
1 I.t,
l!~
"fo.~ ~:~~ J i VOj
~N.O"- -,\ ;~:
;b..i..c ,. - \li,e
. ~- ~;!ill
" "... ~'
~R ':-;; ,~ \!
>-~ ~~: ~ ')1:
c:~ ~\:
W::: ~
o ~ ~
'-'"
I
ot-. i
<i
----+--
/~I ~,
It! ~~~~ ~
I ~ 9!~,\JJ\
\ \\\P~t::iI~l~ ':-JT I,
\\~!r:h ~ ~ ~ ~'~j I cl5 c~7 TY~lr,
'~ "71' '12.-1,.. DRJLLEO'DG' I I
RAD=~(TYP) ~ - HoLES EQUALLY it.1 1~/oTl
' SPACED I z:o~
(i7) "/2 MACH SC~W
-- (~@~q>. ~j ~ -..
':j ~ -- - ---- \.. ~----o;;> 18> BuTT WELD EO:;ES.A
IR-~~ ~ ~
I R- (- 2iz. .. ! ~ ! \81
SECTION Tf-IRU VACUUM PALLE T @
Wfi'12 M~~H 5CeE.W
:I ~ !/- €J
I .
I €=(-4i ~
5EcrrON THRU PRESSURE PALLET @
t.
____~ -- J8-~. DeJiJ.ED HoLE~
'::::'-...... ~ EQ~LLY 5PAa:D IN@
~- -, ~
12-lz- DRlL1..ED HOLES
/ 7:=" - ~ EQUALLY SPACED IN
!" ! fI' >':'---iF," \'~ @)1@
+1 ((11- ~I ~l R)/~
~~' \-~ I~,t. , J
~ -{-j,'\i I /~' t<; I
, '",111 '~~ / '''' Iff
,~ " ~ ~0 ,. ~~
'---=:;D- ,. / h?\
~
16
-..
lib-
ULJ
J:JINT IN ff UL
450
J_
4S-
" --....;r ....
r i ·
T
DETAILS~CUTTlNG SK @.~~ @
~
~
1\ }
+
!
-
1/
~
5ECT10N A-A
~ + HOLE
~
Si
I
3 ~ /Ii
-I
RAn- l ~ 1ft "0 INSIDE ~@ I
'- 8" HOLES EqUALLY f.
~SPAC~O~
~ i TAC.Kl/oABTIO"Oc' ~ 10
07 ~
~ "'.... ,'it\. ~
- V ",,')'p
rt>--l- ~
: I ~A+ ~
iYP~ -
/tVz-:,: c-C/\ ~1ACK" ac.
J @;;'~ --- i" I" /-
6 2.vj_"TYP
. J/.,
1
i
I R.a..o:.j'- 3i.
i
l~ ROUN 0 EDG~
- )
oo-? I ~.
! ~" -.
j' Typ ,'- 1"-
'~v ~.
I --- !
.,. ..
-..-'
II
~
tA
, 7
RAO-I- '-!
RAD= "-5A
2 fa
S~ED
t
~I-I~
..Ie UP"I..
!PT.~ I ~
~ t~( Lfl> ~
: Ii VI- '" -"
7 ') ~~~EG.5PA
.J '-J ~ f\.. -'- 3"--- i! V
/'" ;i. V .I YP.
~ EQUALLY SPACED
I IG4B-Sl I SCREV'IED VENT I'! 338
jG:48-----"1 I -!Pe-L9_SCH IO~'br K;':cT"'"-1 I 13~ IA53B I W
! i~E j~J(~ibJ-j"ii}U (/5\x.~-6l'8)14 17'i4 lAZ83C (.,J
1G48-2 cO lBAR.&-,5t{II)&.(CY!"-2.4"'I':V2 v~) I IA310 ' 5
iGAB="3 I 1R.-38%Ck.. "6.IC~~b.(~'.3r:'lfp(3~3Y8 ) A2B3C 33
1G4B-4 4. BARs-2.14-ri (-SIC) 0 5~ A36 3
GAB-S 1 R. -Ib 11ft. ""/5 CUTOUTS - RoL.L. ,'i /I ~~.A283C 'D
Tcd7;... LnCYL.
I R..-31~^..cl~"'~b.l~-38~5-2~)
I rRINC:--2'f~ I'D. (~-RoD'" .... 7 -IO'?!J)
I R1......-~iJ. ~(MfF-Roo.... /("1'- J~v...)
I Pc-~ No.I3-IS Fu..TTEN~O EXPlIo.NDED
I'\ETA.L (8 'It 'f='II~ Ro\..L.
~ IL-\""'.,,,;& (SK)w/HoLE. 0 3 i1~ A3~ .3
k> 1J,J"J.lvv HE'x \-la. BoLT ( NuT 0' . I
I O1~HEDCovER.(~~- ".1k)~ 0 MOR,r..n A Z83C 73
I
VN:JJUM.. PA.U.E.T (Box Foq,S~'PM.ew,..)
......x-.., IGk..m 'ir W/Hol.ES
(Yvv Pc.. ZI)
G41HA 2. S1iT~ 'b ..1IG1r..><f<fi 'b-"'fWaLs AS c;.~ 2
(Yw Pc.Zl> i I I
c;.46-IS ! G~T-32YA 'b....OIS.zi'91t'a."""IHoLo(SEE5tl) TE.I'\.ON
/G.48-l6 I IGI\SKET'm~..OIS~~D.~(5EE5K) TE.FI-ON '1 I
~ G4fH7 I 5Hr 3Z ~,,"'IG.A.."17'o. "5k.(~.Jt..19) ASc;.q IZ
G46-181 I ~4&-I6M~.?SJiJt~..OI8111C1'l~11'I_ BRAS1,;;J.!
... 12.4 ~RND.Ho.M~Sc~ ""'5q.ttnsf 0 lOll. ~...,_ ~ \ -=
I G48-B PRES.SURE. P"'-LL.ET(Box FOR. Sl-IlPMENT ) ~
~ ~19 I 5HT31YA~..-I\GA~'d:~.u(""-37~-I!i) /AS..."!,. lO..
,~ ....= I G"'-5kET-j7~"D. ..015.~~ \.c. ""1Ho....ss. ITEFL.~ ,j 1 (
(5U.~k)(Pc.-~-'~ C\1t~R:..a..~~.t""ZO) r
~-21 2. 5 ~1Gk.~",.,~HOl.E5 I I.A.5 c:..G\ . 4-
l5HT 34 X,2'-1O CUT ONEEA.!3,.14~.zt t,JJ.
G4&-22 I ScRttM-I6"lb~ -~.OI8" ~s! ill I ,-__...
LB 1f1Z.RNo.H~-..s.Hurs 0 O~ r~ v_ "y- \;_i
1G4R-(G
G4B-7
1G4B-8
G4B-9
I
lG4&fO
T
1G48-11
I
\ 1c...tB- A
.... G4B-1.3 2
!
...
A283C I 14-
A3e> 3
~G 4
ST~ I::;
....
A5<c.,\
/
---": ~'
I
I
I
I
! ~.
~
~+-~ROOF
SECTION THRU ~
I
I
JI ! ~
II --!..
Ihi 11
, {E fx.E A .l...D
1,1~~1
!
.....-
4 EG
SPACE:D
. 13 , 71
3 5P~ /- /I iC.' S-/I u.:
"-10 -h
@
---
~
/2
---......
.~
~~
~
III
(iO)
7 NANlEPI-ATE S/7/ ~~:r:- ~. I
lVazr: E __J.v~ :A:""<4o!IlUl.s&llllD !It.Q4c-...n. 51l'Fl'iFClJ~:w...Jt)lt_! ~_ a ,~ ,'"
,~~'/~/QT ~mTH la.'fRN.REcDjrcMQUCS7ZZ).~".. ~~~! .1
!flare:. G",lf. AL~ ftS (;.'t MAn. AFTER Mrc;. _ "70.- 0,. Pc.(f) 7i,~" :: ~ \~ I~
B~ IN A PLANE PERFCNmt=Ul.AR 70 Ir.s fl:. j~ r.. ,",,-J
....Oot..~-A~..,e.; )Jv't"'!>-A~!.A :: ,~.l.
~ ~ ~~I
Of il
~
I
II
I
i,
.1
11
I,
l\')
~.
, .
....I-I.
I
....
,0'.-.1-'
"
/'
,
1ft
J2"I!..~:J...
-......
';&
~~\
\
l-
~
-1 Em. I ?!\.
Q~. .,.
ij<\l
@
~
T
(ffl
-=- =~ 18-~ DeIL1.ED HoLES
... ~ EdJ4LLy 5PAcm
I ~ ~~J2-l2~ DelUED J.IOLE;;s
:p. ' ~y 5P*:ED
I} ~;K-=-=tl ~ ~\ ~
I) 7~~~1~~ ~
.~t~. ~~YJ,~
~ 0~ _-r~ ~
~l I
~~=
~ ~
DrrAlls@@1@
....la. e-.
I 2* ,: I
.. ,.
-@'
j
.I
~~
~ ~...
~~ ~1 ~~ J
~f ~~ S~
J:1U) ..;li: "",::l
... l<:"oz ___
I';:;ljll~ ...WL'" ~- '-16-"1'
~ ")il~ J -.. TRC _3-6 '8lf. ~4e-S
. .,.....-......".....,., -~ --- .- --..,- ..-.--
J, Ii J --.----..-..---.
II!J ~ - ~ ....-....-. -.. -............. --....-..
CtMcIIgo Bridge a. nn CornpMy
.
'5c~&eN_O
Fc>.~ '2 <::'7 c'
v-.....-r
~e.T
Ve!NTI...._
~.
I/.::i: ::
l,dJ
"'IIIlUru cUln fll, PlEVIIIS ISSlf
(
n. '
I
I
i! I
!
il
i
;1
I
,-
:1
21
4.
: :1
v"\
. t:
~I'
~~ I
~
c
/1
I
,
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
City of Bozeman
Hilltop Tank Repainting
Bozeman, Montana
TABLE OF CONTENTS
BIDDING REOUIREMENTS. CONTRACT FORMS AND CONDITIONS OF THE CONTRACT
SECTION 00100
SECTION 00200
SECTION 00300
FORM C-430
SECTION 00500
FORM C-610
FORM C-615
SECTION 00700
SECTION 00810
FORM C-550
FORM 1910-8-B
FORM C-940
FORM C-942
FORM C-620
SECTION 00900
Invitation to Bid
Instructions to Bidders
Bid Form
Bid Bond
Agreement Form
Performance Bond
Payment Bond
Standard General Conditions of the Construction Contract
Supplementary Conditions to the General Conditions
Montana Prevailing Wage Rates
Notice of Award
Notice to Proceed
Change Order
Work Change Directive
Field Order
Contractor's Application for Payment
Special Provisions
DIVISION 1 - GENERAL REOUIREMENTS
SECTION 01010
SECTION 01041
SECTION 01090
SECTION 01300
SECTION 01700
DIVISION 9 - FINISHES
SECTION 09970
Summary of Work
Project Coordination
References
Submittals
Contract Closeout
Water Tank Coating Systems
DIVISION 13 - SPECIAL CONSTRUCTION
SECTION 13010
SECTION 13020
Cathodic Protection System
Tank Appurtenances
APPENDIX A - Tank Drainage Plan
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
SECTION 00100
INVIT A TION TO BID
Separate sealed bids for construction of City of Bozeman Hilltop Tank Repainting will be
received by the City Clerk at the office of City Hall, 411 East Main Street, P.O. Box 1230,
Bozeman, Montana 59771-1230 until 2:00 P.M., local time, February 13,2007 and then publicly
opened and read aloud.
The project consists of maintenance activities on the City of Bozeman's 2,000,000 gallon Hilltop
Tank, a ground-level steel water storage reservoir, generally including: Abrasive blasting the
interior and exterior tank surfaces; proper containment and disposal of lead-containing paint
compounds and spent abrasive media; repainting the interior and exterior tank surfaces;
removing and designlinstall of the cathodic protection system.
The Contract Documents may be examined or obtained at the office of the City of Bozeman
Engineering Department, 20 East Olive Street, Bozeman, Montana 59771-1230, 406-582-2280,
in accordance with Article 2.01 of Instruction to Bidders. Required deposit is $15.00 per set,
which is not refundable.
There will be a mandatory Pre-Bid Conference at the Hilltop Tank site at 2:00 P.M. on January
31,2007. Interested CONTRACTORS are encouraged to attend.
CONTRACTOR and any of the CONTRACTOR'S subcontractors doing work on this project
will be required to obtain registration with the Montana Department of Labor and Industry
(DLI). Forms for registration are available from the Department of Labor and Industry, P.O.
Box 8011, 1805 Prospect, Helena, Montana 59604-8011. Information on registration can be
obtained by calling 1-406-444-7734. CONTRACTOR is not required to have registered with the
DLI prior to bidding on this project, but must have registered prior to execution of the
Construction Agreement. All laborers and mechanics employed by CONTRACTOR or
subcontractors in performance of the construction work shall be paid wages at rates as may be
required by the laws of Gallatin County and the state of Montana. The CONTRACTOR must
ensure that employees and applicants for employment are not discriminated against because of
their race, color, religion, sex or national origin.
Each bid or proposal must be accompanied by a Certified Check, Cashier's Check, or Bid Bond
payable to the City of Bozeman, Montana, in an amount not less than ten percent (10%) of the
total amount of the bid. Successful BIDDERS, shall furnish an approved Performance Bond and
a Labor and Materials Payment Bond, each in the amount of one hundred percent (100%) of the
contract amount. Insurance as required shall be provided by the successful BIDDER(s) and a
certificate( s) of that insurance shall be provided.
No bid may be withdrawn after the scheduled time for the public opening of bids, which is at
2:00 P.M. local time, February 13, 2007.
Section 00100
INVITATION TO BID
Page I of2
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
SECTION 00200
INSTRUCTIONS TO BIDDERS
ARTICLE I-DEFINED TERMS
1.01 Terms used in these Instructions to Bidders will have the meanings indicated in the
General Conditions and the Supplementary Conditions. Additional terms used these
Instructions to Bidders have the meanings indicated below which are applicable to both
the singular and plural thereof:
A. "Bidder" ~ The individual or entity who submits a Bid directly to Owner.
B. "Issuing Office" - The office from which the Bidding Documents are to be issued
and where the bidding procedures are to be administered.
C. "Successful Bidder" - The lowest responsible Bidder submitting a responsive Bid
to whom Owner (on the basis of Owner's evaluation as hereinafter provided)
makes an award.
ARTICLE 2 - COPIES OF BIDDING DOCUMENTS
2.01 Complete sets of the Bidding Documents in the number and for the deposit sum, if any,
stated in the Invitation to Bid may be obtained from the Issuing Office. The deposit will
not be refunded.
2.02 Complete sets of Bidding Documents must be used in preparing Bids; neither Owner nor
Engineer assume any responsibility for errors or misinterpretations resulting from the use
of incomplete sets of Bidding Documents.
2.03 Owner and Engineer in making copies of Bidding Documents available on the above
terms do so only for the purpose of obtaining Bids on the Work and do not confer a
license or grant for any other use.
ARTICLE 3 - QUALIFICATIONS OF BIDDERS
3.01 To demonstrate Bidder's qualifications to perform the Work, within five (5) days of
Owner's request, Bidder shall submit written evidence, such as financial data, previous
experience in performing comparable work, present commitments and other such data as
may be called for in the Special Provisions.
In determining the lowest responsible bid, the following elements will be considered:
whether the Bidder involved (a) maintains a permanent place of business; (b) has
adequate plant and equipment to do the work properly and expeditiously; (c) has a
Section 00200
INSTRUCTIONS TO BIDDERS
Page 1 of 14
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
suitable financial status to meet obligations incident to the work; and (d) has appropriate
technical experience.
Each bi~der may be required to show that previous work performed by them has been
handled in such a manner that there are no just or proper claims pending against such
work. No bidder will be acceptable if they are engaged on any other work which impairs
their ability to finance this contract. The Bidder shall demonstrate their ability by
meeting all requirements herein stipulated, if asked for them.
ARTICLE 4 - EXAMINATION OF BIDDING DOCUMENTS, OTHER RELATED
DATA AND SITE
4.01 Subsurface and Physical Conditions
A. The Special Provisions identify:
1. Those reports of explorations and tests of subsurface conditions at or
contiguous to the Site that Engineer has used in preparing the Bidding
Documents.
2. Those drawings of physical conditions in or relating to existing surface
and subsurface structures at or contiguous to the Site (except Underground
Facilities) that Engineer has used in preparing the Bidding Documents.
B. Copies of reports and drawings referenced in the Special Provisions will be made
available by Owner for examination by any Bidder at the Issuing Office on
request. Those reports and drawings are not part of the Contract Documents, but
the "technical data" contained therein upon which the Bidder is entitled to rely as
provided in paragraph 4.02 of the General Conditions has identified and
established in the Special Provisions (if any). Bidder is responsible for any
interpretation or conclusion Bidder draws from any "technical data" or any other
data, interpretations, opinions, or information contained in such reports or shown
or indicated in such drawings.
4.02 Underground Facilities
A. Information and data shown or indicated in the Bidding Documents with respect
to existing Underground Facilities at or contiguous to the Site is based upon
information and data furnished to Owner and Engineer by owners of such
Underground Facilities, including Owner, or others. Owner and Engineer do not
assume responsibility for the accuracy or completeness thereof unless expressly
provided otherwise elsewhere.
Section 00200
INSTRUCTIONS TO BIDDERS
Page 2 of 14
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
4.03
4.04
Hazardous Environmental Condition
A. The Special Provisions identify those reports and drawings relating to Hazardous
Environmental Conditions identified at the Site, if any, that Engineer has used in
preparing the Bidding Documents.
B. Copies of reports and drawings referenced in the Special Provisions will be made
available by Owner for examination by any Bidder at the Issuing Office on
request. Those reports and drawings are not part of the Contract Documents, but
the "technical data" contained therein upon which the Bidder is entitled to rely as
provided in paragraph 4.02 of the General Conditions has identified and
established in the Special Provisions (if any). Bidder is responsible for any
interpretation or conclusion Bidder draws from any "technical data" or any other
data, interpretations, opinions, or information contained in such reports or shown
or indicated in such drawings.
Responsibility for Adequacy of Data Furnished
A. Provisions concerning responsibilities for the adequacy of data furnished to
prospective Bidders with respect to subsurface conditions, Underground
Facilities, and other physical conditions and possible changes in the Bidding
Documents due to differing or unanticipated conditions appear in paragraphs 4.02,
4.03, and 4.04 of the General Conditions. Provisions concerning responsibilities
for the adequacy of data furnished to prospective Bidders with respect to a
Hazardous Environmental Condition at the Site, if any, and possible changes in
the Contract Documents due to any Hazardous Environmental Condition
uncovered or revealed at the Site which was not shown or indicated in the
Drawings or Specifications or identified in the Contract Documents to be within
the scope of the Work appear in paragraph 4.06 of the General Conditions.
4.05
Access to the Site
A. Upon request, Owner will provide Bidder access to the site to conduct such
examinations, investigations, explorations, tests, and studies as Bidder deems
necessary for submission of a Bid. Bidder shall fill and compact all holes and
clean up and restore the Site to its former condition upon completion of such
explorations, investigations, tests, and studies.
4.06
Other Work at the Site
A. Reference is made to the Special Provisions for the identification of the general
nature of other work that is to be performed at the Site by Owner or others (such
as utilities and other prime contractors) that relates to the Work for which a Bid is
to be submitted. On request, Owner will provide to each bidder for examination
access to or copies of Contract Documents (other than portions thereof related to
price) for such work.
Section 00200
INSTRUCTIONS TO BIDDERS
Page 3 of 14
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
4.07
It is the responsibility of each Bidder before submitting a Bid to:
A. Examine and carefully study the Bidding Documents including any Addenda and
the other related data identified in the Bidding Documents;
B. Visit the site and become familiar with and satisfy Bidder as to the general, local,
and site conditions that may affect cost, progress, and performance of the Work;
including but not limited to those general and local conditions affecting
transportation, disposal, handling and storage facilities, availability of labor,
water, power, roads, climactic conditions and seasons, physical conditions at the
work Site and project area as a whole, job site topography and ground conditions,
equipment and facilities needed preliminary to and during work prosecution;
C. Become familiar with and satisfy Bidder as to all federal, State and Local Laws
and Regulations that may affect cost, progress, or performance of the Work;
D. Carefully study all reports of explorations and tests of subsurface conditions at or
contiguous to the Site and all drawings of physical conditions in or relating to
existing surface or subsurface structures at or contiguous to the Site (except
Underground Facilities) which have been identified in the Special Provisions as
provided in paragraph 4.02 of the General Conditions, and carefully study all
reports and drawings of a Hazardous Environmental Condition, if any, at the Site
which have been identified in the Special Provisions as provided in paragraph
4.06 of the General Conditions;
E. Obtain and carefully study (or assume responsibility for doing so) all additional or
supplementary examinations, investigations, explorations, tests, studies, and data
concerning conditions (surface, subsurface and Underground Facilities) at or
contiguous to the Site which may affect cost, progress, or performance of the
Wark or which relate to any aspect of the means, methods, techniques, sequences
and procedures of construction expressly required by the Bidding Documents, and
safety precautions and programs incident thereto;
F. Agree at the time of submitting their bid that no further examinations,
investigations, exploration, tests, studies or data are necessary for the
detern1ination of their Bid for performance of the Work at the price bid and within
the times and in accordance with the other terms and conditions of the Bidding
Documents.
G. Become aware of the general nature of the work to be performed by Owner and
others at the Site that relates to the Work as indicated in the Bidding Documents;
H. Correlate the information known to Bidder, information and observations
obtained from visits to the Site, reports and drawings identified in the Bidding
Section 00200
INSTRUCTIONS TO BIDDERS
Page 4 of 14
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Documents, and all additional examinations, investigations, explorations, tests,
studies and data with the Bidding Documents.
1. Promptly give Engineer written notice of all conflicts, errors, ambiguities, or
discrepancies that Bidder discovers in the Bidding Documents and confirm that
the written resolution thereof by Engineer is acceptable to the Bidders and;
J. Determine that the Bidding Documents are generally sufficient to indicate and
convey understanding of all terms and conditions for the perfonnance of the
Work.
4.08 Representation Made by Submitting Bid
A. The submission of a Bid will constitute an incontrovertible representation by
Bidder that Bidder has complied with every requirement of this Aliiclc 4, that
without exception the Bid is premised upon performing and furnishing the Work
required by the Bidding Documents and applying any specific means, methods,
techniques, sequences or procedures of construction that may be shown or
indicated or expressly required by the Bidding Documents, that Bidder has given
Engineer written notice of all conflicts, errors, ambiguities, and discrepancies that
Bidder has discovered in Bidding Documents and the written resolutions thereof
by Engineer are generally sufficient to indicate and convey understanding of all
terms and conditions for performing and furnishing the Work.
ARTICLE 5 - PRE-BID CONFERENCE
5.01 A pre~bid conference will be held at the time and place listed in the Invitation to Bid.
Representatives of Owner and Engineer will be present to discuss the project. Bidders
are encouraged to attend and participate in the conference. Engineer will transmit to all
prospective bidders of record such Addenda as Engineer considers necessary in response
to questions arising at the conference. Oral statements may not be relied upon and will
not be binding or legally effective.
ARTICLE 6 - SITE AND OTHER AREAS
6.01 The site is identified in the Bidding Documents. All additional lands and access thereto
required for temporary construction facilities, construction equipment, or storage of
materials and equipment to be incorporated in the Work are to be obtained and paid for
by Contractor. Easement for permanent structures or permanent changes in existing
facilities are to be obtained and paid for by Owner unless otherwise provided in the
Bidding Documents.
ARTICLE 7 - INTERPRETATIONS AND ADDENDA
7.01 All questions about the meaning or intent of the Bidding Documents are to be submitted
to Engineer in writing. Interpretations or clarifications considered necessary by Engineer
Section 00200
INSTRUCTIONS TO BIDDERS
Page 5 of 14
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
in response to such questions will be issued by Addenda mailed or delivered to all parties
recorded by Engineer as having received the Bidding Documents. Questions received
less than ten (10) days prior to the date for opening Bids may not be answered. Only
questions answered by formal written Addenda will be binding. Oral and other
interpretations or clarifications will be without legal effect.
7.02 Addenda may be issued to clarify, correct or change the Bidding Documents as deemed
advisable by Owner or Engineer.
7.03 Any addenda issued during the time of bidding, or forming a part of the Contract
Documents loaned to the Bidder for the preparation of his proposal, shall be covered in
the Bid and shall be made a part of the Agreement. Receipt of each addendum shall be
acknowledged on the Bid Form. Any Bid in which all issued addenda are not
acknowledged will bc considered incomplete and will not be read.
ARTICLE 8 - BID SECURITY
8.01 A bid must be accompanied by Bid Security made payable to Owner in an amount often
percent ( 10%) of Bidder's maximum Bid price and in the form of cash, a cashier's check,
certified check, bank money order, or bank draft, in any case drawn and issued by a
national banking association located in Montana or hy any banking corporation
incorporated under the laws of Montana; or a Bid Bond (on a form attached if a form is
prescribed) issued by a surety authorized to do business in Montana meeting the
requirements of Paragraphs 5.01 and 5.02 ofthc General Conditions. Bid Bonds shall be
countersigned by a Resident Montana Agent.
8.02 The Bid Security of the Successful bidder will be retained until such Bidder has executed
the Contract Documents and furnished the required contract security and met the other
conditions of the Notice of Award, whereupon the Bid security will be returned. If the
Successful Bidder fails to execute and deliver the Contract Documents and furnish the
required contract security within fifteen (15) days after the Notice of Award, Owner may
annul the Noticc of Award and the Bid Security of that Bidder will be forfeited. The Bid
Security of other Bidders whom Owner believes to have a reasonable chance of receiving
the award may be rctained by Owner until the earlier of seven (7) days after the Effective
Date of the Agreement or sixty-one (61) days after the Bid opening, whereupon Bid
Security furnished by such Bidders will be returned.
8.03 Bid security of others Bidders whom Owner believes do not have a reasonable chance of
receiving the award will be returned within seven (7) days after Bid opening.
ARTICLE 9 - CONTRACT TIMES
9.01 The number of days within which, or the dates by which, the Work is to be (a)
Substantially Completed and (b) also completed and ready for final payment are set forth
in the Agreement.
Section 00200
INSTRUCTIONS TO BIDDERS
Page 6 of 14
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
ARTICLE 10 - LIQUIDATED DAMAGES
10.01 Provisions for liquidated damages, if any, are set forth in the Agreement.
ARTICLE 11- SUBSTITUTE AND "OR-EQUAL" ITEMS
11.01 The Contract, if awarded, will be on the basis of materials and equipment specified or
described in the Bidding Documents without consideration of possible substitute or "or~
equal" items. Whenever it is indicated in the Bidding Documents that a substitute or "or~
equal" item of material or equipment may be furnished or used by Contractor if
acceptable to Engineer, application for such acceptance will not be considered by
Engineer until after the Effective Date of the Agreement. The procedure for submission
of any such application by Contractor and consideration by Engineer is set forth in
Paragraphs 6.05 of the General Conditions and may be supplemented in the General
Requirements of Special Provisions.
ARTICLE 12 - SUBCONTRACTORS, SUPPLIERS AND OTHERS
12.01 If the Special Provisions require or the Owner would request the identity of certain
Subcontractors, Suppliers, individuals or entities to be submitted to Owner in advance of
a specified date prior to the Effective Date of the Agreement, the apparent Successful
Bidder, and any other Bidder so requested, shall within five (5) days after Bid opening
submit to Owner a list of all such Subcontractors, Suppliers, individual s or entities
proposed for those portions of the Work for which such identification is required. Such
list shall be accompanied by an experience statement with pertinent information
regarding similar projects and other evidence of qualification for each such
Subcontractor, Supplier, individual, or entity if requested by Owner. If Owner or
Engineer after due investigation has reasonable objection to any proposed Subcontractor,
Supplier, individual or entity Owner may, before the Notice of Award is given, request
apparent Successful Bidder to submit a substitute, without an increase in the Bid.
12.02 If the apparent Successful Bidder declines to make any such substitution, the Owner may
determine such Bidder to be non-responsive and reject the Bid. Declining to make
requested substitution will not constitute grounds for forfeiture of the Bid Security of any
Bidder. Any Subcontractor, Supplier, individual or entity so listed and against which
Owner and Engineer makes no written objection prior to the giving of the Notice of
A ward will be deemed acceptable to Owner and Engineer subject to revocation of such
acceptance after the Effective Date of the Agreement as provided in Paragraph 6.06 of
the General Conditions.
12.03 Contractor shall not be required to employ and Subcontractor, Supplier, individual, or
entity against whom Contractor has reasonable objection.
Section 00200
INSTRUCTIONS TO BIDDERS
Page 7 of 14
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
ARTICLE 13 - PREPARATION OF BID
13.01 The Bid Form is included with the Bidding Documents; additional copies may be
obtained from the Engineer. Bids shall be strictly in accordance with the prescribed
form. Any modifications thereof or deviations therefrom may be considered as sufficient
cause for rejection. Bids carrying riders or qualifications to the Bid being submitted may
be rejected as irregular.
13.02 All blanks on the Bid Form shall be completed by printing in ink or by typewriter and the
Bid signed. A Bid price shall be indicated for each Bid item listed therein, or the words
"No Bid", "No Change", or "Not Applicable" entered.
13.03 Bids by a corporation must be executed in the corporate name by the president or vice-
president or other corporate officer who is authorized to bind the corporation, and the
corporate seal shall be affixed and attested by the secretary or an assistant secretary. The
corporate address and state of incorporation must be shown below the signature. The Bid
of a corporation, which is signed by a person other than a corporate officer, must be
accompanied by evidence of authority to sign.
13.04 A bid by a partnership shall be executed in the partnership name and signed by a partner,
whose title must appear under the signature and the official address of the partnership
must be shown below the signature.
13.05 A Bid by a limited liability company shall be executed in the name of the firm by a
member and accompanied by evidence of authority to sign. The State of formation of the
firm and the official address of the firm must be shown below the signature.
13.06 A Bid by an individual shall show the Bidder's name and official address.
13.07 A Bid by Joint Venture shall be executed by each Joint Venturer in the manner indicated
on the Bid form. The official address of the Joint Venture must be shown below the
signature.
13.08 All signatures are to be in ink and names must be typed or printed below the signature.
The title of the person( s) executing the Bid shall be clearly indicated beneath the
signature.
13.09 The Bid shall contain acknowledgement of receipt of all Addenda (the numbers of which
must be filled in on the Bid Form). Bids in which all issued addenda are not
acknowledged will be considered incomplete and will not be read.
13.10 The address and telephone number of communications regarding the Bid must be shown.
13.11 Current Montana Contractor's registration number, if any, must be shown.
Section 00200
INSTRUCTIONS TO BIDDERS
Page X of 14
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
ARTICLE 14 - BASIS OF BID; EVALUATION OF BIDS
14.01 Bids
A. Bidders shall submit a Bid on a unit price and/or lump sum basis for each .item of
Work listed in the Bid schedule as provided in the Bid form. The Bid will not be
considered unless the Bid Form contains prices for all unit price and/or lump sum
items, and alternates, as shown on the Bid Form. Bids and totals shall be shown
legibly in their proper locations. The total amount of the Bid shall be legibly
written and numerically presented in the proper places and the Bid Form shall be
manually signed.
B. The total of all estimated prices will be determined as the sum of the products of
the estimated quantity of each item and the unit price bid for the item. The final
quantities and Contract Price will be determined in accordance with paragraph
11.03 of the General Conditions.
C. Discrepancies between the multiplication of units of Work and unit price will be
resolved in favor of the unit prices. Discrepancies between the indicated sum of
any column of figures and the correct sum thereof will be resolved in favor of the
correct sum. Discrepancies between words and figures will be resolved in favor
of the words.
ARTICLE 15 - SUBMITTAL OF BID
15.01 Each prospective Bidder is to execute one copy of the Bidding Documents. The Bid form
is to be completed and submitted with the Bid Security along with additional documents,
if any, as identified in the Special Provisions. None of the Instruction to Bidders, Bid
Form, Bond Forms, Agreement, contract stipulations, or other specifications shall
be removed from the bound copy of the Project Manual prior to submission of Bid.
15.02 A Bid shall be submitted no later than the date and time prescribed and at the place
indicated in the Invitation to Bid and shall he enclosed in an opaque sealed envelope,
plainly marked with the Project Title (and, if applicable, the designated portion of the
project for which the Bid is submitted), the name and address of Bidder, and shall
be accompanied by the Bid Security and other required documents. 1J a Bid is sent
by mail or other delivery system, the sealed envelope containing the Bid shall be
enclosed in a separate envelope plainly marked on the outside with the notation "BID
ENCLOSED". A mailed bid shall be addressed to the address shown in the Invitation to
Bid.
15.03
A. The Bid will not be considered wl1ess accompanied by proper Bid Security in
accordance with Article 8 of these lnstructions to Bidders.
Section 00200
INSTRUCTIONS TO BIDDERS
Page 9 of 14
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
B. Alternative Bids will not be considered unless called for.
C. Bids by telephone, telegraph, fax or other telecommunication systems will not be
considered.
ARTICLE 16 - MODIFICATION AND WITHDRAWAL OF BIDS
16.01 Bids may be modified or withdrawn by an appropriate document duly executed in the
manner that a Bid must he executed and delivered to the place where Bids are to be
submitted prior to the date and time for the opening of Bids as called for in the Invitation
to Bid. Requests for modification or withdrawal must be written and must be signed in
the same manner and by the same person(s) who signed the Bid.
16.02 If, within twenty-four (24) hours after Bids are opened any Bidder files a duly signed
written notice with Owner and promptly thereafter demonstrates to the reasonable
satisfaction of Owner that there was a material and substantial mistake in the preparation
of its Bid, that Bidder may withdrawal its Bid and the Bid Security will be returned.
Thereafter, if the Work is rebid or negotiated, that Bidder will be disqualified from
further bidding on the Wark.
ARTICLE 17 - OPENING OF BIDS
17.01 Bids will be opened at the time set for opening in the Invitation to Bid and unless
obviously non-responsive, read aloud publicly. An abstract of the amounts of base Bids
and major alternates (if any) will be made available to Bidders after the opening of Bids.
ARTICLE 18 - BIDS TO REMAIN SUBJECT TO ACCEPTANCE
18.01 All bids will remain suhject to acceptance for sixty (60) days after the day of the Bid
opening, but Owner may, in its sole discretion, release any Bid and return the Bid
security prior to the end of this period.
ARTICLE 19 - AWARD OF CONTRACT
19.01 Owner reserves the right to reject any and all Bids, including without limitation,
nonconforming, nonresponsive, unbalanced or conditional Bids. Owner further reserves
the right to reject the Bid of any Bidder whom it finds, after reasonable inquiry and
evaluation, to be non-responsible. Owner also reserves the right to waive all
informalities not involving price, time or changes in the Work and to negotiate contract
terms with the Successful Bidder. Owner reserves the right to reject the Bid of any
Bidder whether because Bid is not responsive or the Bidder is unqualified or of doubtful
financial ability or fails to meet any other pertinent standard or criteria established by
Owner.
Section 00200
INSTRUCTIONS TO BIDDERS
Page 10 of 14
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
19.02 More than one Bid for the same Work from an individual or entity under the same or
different names will not be considered. Reasonable grounds for believing that any Bidder
has an interest in more than one Bid for the Work may be cause for disqualification of the
Bidder and the rejection of all Bids in which that bidder has an interest.
19.03 In evaluating Bids, Owner will consider whether or not the Bids comply with the
prescribed requirements, and such alternates, unit prices and other data, as may be
requested in the Bid Form or prior to the Notice to Proceed.
19'()4 In evaluating Bidders, Owner will consider the qualifications of Bidders and may
consider the qualifications and experience of Subcontractors, Suppliers, and other
individuals or entities proposed for those portions of the Work for which the identity of
Subcontractors, Suppliers, and other individuals or entities must be submitted as provided
in the Special Provisions.
19.05 Owner may conduct such investigations as Owner deems necessary to establish the
responsibility, qualifications and financial ability of Bidders, proposed Subcontractors,
Suppliers, individuals or entities to perform the Work in accordance with the Contract
Documents.
19.06 If the Contract is to be awarded, Owner will award the Contract to the responsible bidder
whose Bid, conforming with all material terms and conditions of the Bidding Documents,
is lowest price, in the best interest of the project and other factors considered. The Owner
reserves the right to accept or reject the Bids, or portions of Bids if denoted in the Bid as
separate schedules, and to award more than one Bid or schedule for the same Bid if any
of the aforementioned combination of Bids or schedules will be in the best interest of the
Owner. The Owner reserves the right to cancel the award of any Agreement at any time
before the complete execution of said Agreement by all parties without any liability
against the Owner.
ARTICLE 20 - CONTRACT SECURITY
20.01 Article 5 of the General Conditions, as may be modified by the Supplementary
Conditions, sets forth Owner's requirements as to Performance Bond, Payment Bond, and
certificates of insurance. When the Successful Bidder delivers the executed Agreement
to Owner, it must be accompanied by such Bonds and insurance.
ARTICLE 21 - SIGNING OF AGREEMENT
21.01 When Owner gives a Notice of Award to the Successful Bidder, it shall be accompanied
by the required number of unsigned counterparts of the Agreement with the other
Contract Documents which are identified in the Agreement as attached thereto. Within
fifteen (15) days thereafter, Successful Bidder shall sign and deliver the Agreements and
attached documents to Owner. Within fifteen (15) days thereafter Owner shall deliver at
least one fully signed counterpart to Successful Bidder with a complete set of Drawings
and Specifications.
Section 00200
INSTRUCTIONS TO BIDDERS
Page 11 of 14
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
ARTICLE 22 - MONTANA STATE LAWS AND REGULATIONS
22.01 All applicable laws, ordinances and rules and regulations of authorities having
jurisdiction over construction of the project shall apply to the Contract throughout. State
laws and ordinances which the Contractor must comply with, include but are not limited
to, those involving workmen's compensation insurance, contractor registration,
employment preference to Montana contractors and Montana residents and gross receipts
tax.
22.02 MONTANA CONTRACTOR REGISTRATION REQUIREMENT. Title 39, Chapter 9,
Part 2, MCA for registration of Contractors with the Montana Department of Labor and
industry. Information pertaining to this requirement and registration forms may be
obtained from the Montana Department of Labor and Industry, P.O. Box 8011, 1805
Prospect, Helena, Montana 59604-8011, or by calling 406-444-7734
22.03 ADDITIONAL CONTRACTOR LICENSE FEE (MONTANA CONTRACTORS
GROSS RECEIPTS TAX). In accordance with Title 15, Chapter 50, MCA, the Owner
shall withhold, in addition to other amounts withheld as provided by law or specified
herein, 1 percent (1 %) of all payments due the Contractor and shall transmit such moneys
to the Montana Department of Revenue.
22.04 BIDDER PREFERENCE. In accordance with the provisions of Title 18, Chapter 1, Part
1, MCA, a preference will be given to the lowest responsible Bidder who is a resident of
the State of Montana over a nonresident Bidder from any state or country that enforces a
preference in their state or country for their resident Bidders. The preference given to
Montana resident Bidders will be equal to the preference given in the other state or
country. This Bidder preference applies unless specifically prohibited by Federaliaws or
regulations.
22.05 LOCAL LABOR. Contractor shall give preference to the employment of Montana
residents in accordance with applicable portions of Title 18, Chapter 2, Part 4, MCA.
ARTICLE 23 - COMPLIANCE WITH LABOR STANDARDS AND WAGE RATE
REQUIREMENTS
23.01. For public works projects, pursuant to MCA 18-2-422, all laborer and mechanics
employed by the Contractor or subcontractors in performance of construction projects
with a total cost of $25,000 or more, shall be paid, minimum wages in conformance with
the prevailing State Wage Rates published by the Montana Department of Labor and
Industry. The prevailing wage rate schedules are included herein. The Owner does not
guarantee that labor can be procured for the minimum wages shown on the referenced
schedules. The rates of wages listed are minimum only, below which the Contractor
Section 00200
INSTRUCTIONS TO BIDDERS
Page 12 of14
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
cannot pay, and they do not constitute a representation that labor can be procured for the
minimum listed.
23.02 The minimum wages included in the Project Manual are not controlled except as to the
minimum for the purpose of Montana State Law or the Davis-Bacon Act; therefore, it is
incumbent upon each employer to pay the standard prevailing rate of wages including
fringe benefits for health and welfare and pension contributions, and travel allowance
provisions in effect and applicable to the county or locality in which the work is being
performed. Should the prevailing rate of wages change during the life of the contract, the
Contractor and/or each employer shall adjust the wages paid to conform to said change in
the prevailing rate of wages as prescribed in Section 18-2~40 1 through 18-2-432 MCA.
The Contractor and all subcontractors are directed to the Montana Commissioner of
Labor for information on the standard prevailing rate of wages applicable to this contract
within this project area.
23.03 "Standard Prevailing Rate of Wages" is defined in Section 18-2-401 MCA, as including
wages, fringe benefits for health and welfare and pension contributions and travel
allowance which are paid in the county or locality by other contractors for work of a
similar character performed in that county or locality by each craft, classification or type
of worker needed to complete a contract.
23.04 Any infraction ofthe Laws of the State of Montana covering Labor, Title 39, Chapters 1
through 73, MCA will be forwarded to the State of Montana Department of Labor and
lndustry.
23.05 "Travel Allowance", in effect at the time of contract award and according to latest
information received by the State of Montana Department of Labor and Industry, Labor
Standards Division, shall be adhered to where applicable.
23.06 Travel allowance if applicable, may or may not be all inclusive of "travel" and/or
subsistence and travel time due employees. It is incumbent on the employer to determine
the amounts due for each craft employed according to the method of computation
outlined for each craft where applicable.
23.07 To comply with Montana Law Section 18-2-401 through 18-2-432 MeA, the Contractor
shall post in a prominent and accessible site on the project work area, not later than the
first day of work, a legible statement of all wages to be paid to the employees employed
on the proj ect.
ARTICLE 24 - RET AINAGE
24.01 Provisions concerning Contractor's rights to deposit securities in lieu ofretainage are set
forth in the Agreement.
Section 00200
INSTRUCTIONS TO BIDDERS
Page 13 of 14
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
ARTICLE 25 - BOZEMAN BUSINESS LICENSE
25.01 Contractor and all subcontractors will be required to obtain a current City of Bozeman
Business License prior to award of the Contract. The City Business License is not
required for bidding. The License(s) may be obtained from the City of Bozeman.
Information on requirements and cost of the license may be obtained by calling 406-582-
2300. Applications may be obtained at City Hall, 411 East Main Street.
ARTICLE 26 - PAYMENTS AND BIDDER BREAKDOWS OF BIDS
26.01 Payment for all work performed under this Agreement will be made by the Owner within
the time period specified in and in accordance with the procedures outlined in the General
Conditions. Payments made after the time limit will be subject to interest at the rate
specified in the Agreement. When the work extends beyond thirty (30) days, progress
payments will be made monthly for any work accomplished during the preceding month,
but subject to retainage as specified elsewhere.
ARTICLE 27 - NOTICE OF APPROVAL OF PAYMENT REQUEST PROVISION
27.01 These Contract Documents and this Contract allows the Owner to review and
approve each Contractor's periodic payment request within 30 days after the
request is received by the Owner.
ARTICLE 28 - NOTICE OF EXTENDED PAYMENT PROVISION
28.01 These Contract Documents and this Contract allow the Owner to make periodic
payments within 14 days after the Owner's approval of each periodic payment
request.
** END OF SECTION 00200 **
Section 00200
INSTRUCTIONS TO BIDDERS
Page 14 of ] 4
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
SECTION 00300
BID FORM
PROJECT IDENTIFICATION:
City of Bozeman Hilltop Tank Repaintinf2
(Name of Project)
City of Bozeman, Montana
( Location)
THIS BID SUBMITTED TO:
City of Bozeman, Attn: Brit Fontenot City Clerk
(Organization)
411 East Main Street
(Street; P.O. Box)
Bozeman. Montana 50771-1230
(City. State, Zip Code)
1.01 The undersigned Bidder proposes and agrees if this Bid is accepted, to enter into an
Agreement with Owner in the J(lrm included in the Bidding Documents, to perform and
furnish all Work as specified or indicated in the Bidding Documents for the prices and
within the times indicated in this Bid and in accordance with the other terms and
conditions of the Bidding Documents.
2.01 Bidder accepts all of the terms and conditions of the Advertisement or Invitation to Bid,
and Instruction to Bidders, including without limitations those dealing with the
disposition of Bid Security. This Bid will remain subject to acceptance for sixty (60)
days after the Bid opening, or for such longer period of time that Bidder may agree to in
writing upon request of Owner.
3.01 In Submitting this Bid, Bidder represents, as set forth in the Agreement, that:
A. Bidder has examined and carefully studied the Bidding Documents, other related
data identified in the Bidding Documents, and the following Addenda, receipt of
which is hereby acknowledged:
Addendum No.
#=--/
1
Sectlon 00300
BID FORM
Pagc I of9
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
B.
c.
D.
Bidder has visited the Site and become familiar with and is satisfied as to the
general, local, and Site conditions that may affect cost, progress, and performance
of the Work.
Bidder is familiar with and is satisfied as to all federal, state and local Laws and
Regulations that may affect cost, progress, and performance ofthe Work.
Bidder has carefully studied all (I) reports of explorations and tests of subsurface
conditions at or contiguous to the Site and all drawings of physical conditions in
or relating to existing surface or subsurface structures at or contiguous to the Site
(except Underground Facilities) which have been identified in the Special
Provisions as provided in paragraph 4.02 of the General Conditions, and (2)
reports and drawings of Hazardous Environmental Condition, if any, which has
been identified in the Special Provisions as provided in paragraph 4.06 of the
General Conditions.
E.
Bidder has obtained and carefully studied (or assumes responsibility for having
done so) all additional or supplementary examinations, investigations,
explorations, tests, studies, and data concerning conditions (surface, subsurface
and Underground Facilities) at or contiguous to the Site which may affect cost,
progress, or performance of the Work or which relate to any aspect of the means,
methods, techniques, sequences, and procedures of construction expressly
required by the Bidding Documents to be employed by Bidder, and safety
precautions and programs incident thereto.
F.
Bidder does not consider that any further examinations, investigations,
explorations, tests, studies or data are necessary for the determination of this Bid
for performance of the Work at the price(s) bid and within the times and in
accordance with the other terms and conditions of the Bidding Documents.
G.
Bidder is aware of the general nature of the Work to be performed by Owner and
others at the Site that relates to the Work as indicated in the Bidding Documents.
H.
Bidder has correlated the information known to Bidder, information and
observations obtained from visits to the Site, reports and drawings identified in
the Bidding Documents, and all additional examinations, investigations,
explorations, tests, studies and data with the Bidding Documents.
I.
Bidder has given Engineer written notice of all conflicts, errors, ambiguities, or
discrepancies that Bidder has discovered in the Bidding Documents, and the
written resolution thereof by Engineer is acceptable to Bidder.
1.
The Bidding Documents are generally sufficient to indicate and convey
understanding of all terms and conditions for the performance of the Work for
which this Bid is submitted.
Section 00300
BID FORM
Page 2 of9
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
4.01 Bidder further represents that this Bid is genuine and not made in the interest of or on
behalf of any undisclosed individual or entity and is not submitted in conformity with any
agreement or rules of any group, association, organization, or corporation; Bidder has not
directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid;
Bidder has not solicited or induced any person, firm, or corporation to refrain from
bidding; and Bidder has not sought by collusion to obtain for itself any advantage over
any other Bidder or over Owner.
The Bidder certifies that no official of the Owner, Engineer or any member of such
officials immediate family, has direct or indirect interest in the pecuniary profits or
Contracts of the Bidder.
5.01 The Bidder will complete the Work in accordance with the Contract Documents for the
following lump sum price(s):
JliM. UNIT DESCRIPTION AMOUNT
LS Interior surface abrasive blasting, surface preparation, and $ JtJ:"OGI .-:;,
disposal of blasted materials.
2 LS Exterior surface power-washing and preparation of existing ~ dtlv
~
coatings for a new exterior overcoat system. $
.
3 LS Application of a new interior zinc/epoxy coating system. $ 2.4j 07),;/ -----
4 LS Application of a new exterior epoxy/polyurethane overcoat 7AiIQ~
--
system. $
5 LS Storage, transportation and disposal of hazardous lead
paint contaminants and spent abrasive media. This item
will only be paid if TCLP lead tests indicate the presence of
lead in the removed paint at a hazardous level as defined v<; fl; f/ --
by federal, state and local regulations. $
6 LS Design/install of an automatically controlled impressed
current cathodic protection system for corrosion control of ;d j ()(/CI
the interior submerged surface of the tank. $ ,-
,
7 LS Installation of a new tank security vent and manway $ If; ~OCl-
security devices
",..
TOT AL BID PRICE: $ BDS.(~{) -
Dollars)
Section 00300 - Page 6 of 35 ~ Addendum No. 1
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
6.01
6.02
7.01
A. The Bidder understands and acknowledges that estimated quantities are not
guaranteed and are solely for the purpose of comparing Bids from the various
Bidders and that final payment under the Contract for all unit price bid items will
be based on the actual quantities of work installed and measured in accordance
with the Contract Documents. Bidder will complete the Work for the price set
forth in the preceding lump sum schedule.
B. The Bidder agrees that aU sales and use taxes are included in the stated bid prices
for the Work, unless provision is made herein for the Bidder to separately itemize
the estimated amount of sales or use taxes.
C. All specific cash allowances are included in the Lump Sum prices set forth and
have been computed in accordance with paragraph 11.02 of the General
Conditions.
D. Unit Prices have been computed in accordance with paragraph 11.03.B. of the
General Conditions. The undersigned agrees that the unit prices shall govern in
checking the Bid, and should a discrepancy exist in the Total Estimated Price and
Total Amount of Unit Prices Bid as listed after extensions are checked and
corrections made, if any, the Total Amount of Unit Prices Bid as corrected shall
be used in awarding this Contract.
E. The Owner reserves the right to reject any or all bids.
F. Following the award of the contract, the use and subsequent payment of any
Alternate items shall be made only following written authorization by the
Engineer prior to the execution ofthe Work. The Owner reserves the right to
delete any Alternate items.
G. A single contract for the work shall be awarded.
Bidder agrees that the Work will be substantially completed and ready for final payment
in accordance with paragraph 14.07 of the General Conditions on or before the dates or
within the number of calendar days indicated in the Agreement.
Bidder accepts the provisions ofthe Agreement as to liquidated damages in the event of
failure to complete the Work within the times specified above, which shall be stated in
the Agreement.
The following documents are attached to and made a condition of the Bid:
A. Required Bid Security in the amount of 10% of the maximum Bid price including
alternates, if any, and in the form of a Bid Bond identified in the Instructions to
Bidders.
Section 00300
BID FORM
Page 4 of9
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
B.
A list of not less than 5 of Contractor's most recent projects representing similar
scope and complexity to project requirements outlined in these Contract
Documents. List shall include information as follows:
1. Project name and address
11. Name of owner
111. Name of contractor
IV. Name of engineer
v. Date of completion
Section 00300
BID FORM
Page 5 of9
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I.
I
I
8.01 The terms used in this Bid with the initial capital letters have the meanings indicated in
the Instructions to Bidders. General Conditions. and the Supplementary Conditions.
SUBMITTED on
2--/ ~ ft:f-
,
(Date)
Montana Contractor's Registration No. (if any)
~eo 4v-
q, ... /6 7q~{-2--
Employer's Tax ID No.
IF BIDDER IS:
An Individual:
Ib
(Name typed or printed)
By:.____
(Individual's Signature)
Doing Business As:
Business Address:
Phone No.:
FAX No.:
A Partnership:
till---
(partnership Name)
By:
(Signature)
(Name, typed or printed)
Business Address:
Phone No.:
FAX No.:
Section 00300
BID FORM
Page 6 01'9
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
A Corporation:
&~rf:eJJ /~V~ !"'L
(Corporation Name)
~A~-frv,
Bv:
Title:
(S' 'nature of person authorized to sign)
MARK L JACKSQ\\1 c;Q~:('T.'-~rr
. dl],II'U_~,,,,,~_~ill
'~;2
Att.---, --......" ~ /' . I _ L
l~ eSe, ~?-- ~ "-_
(Sill' ure) "\
/c/</( AI ~~';'LILIv~1
~A ./41<. W4- 1'fle;~
Ph()neN(),:~~/~32-~~ / FAXNo.: 2e.>G./b'JZ. --'4'<7;3
1-r'1J
Business Address:
Date of' Qualiiication To Do Business Is:
(Corporate Seal)
Section 00300
BID FORM
Page 7or9
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
A Joint Venture: (each joint venture must sign) i/
Joint Venture Name: N; A-
(Name)
By:
(Signature of Joint Venture)
Name:
(Name, printed or typed)
Title:
Business Address:
Phone No.:
fAX No.:
Joint Venture Name:
(N ame )
By:
(Signature of Joint Venture)
Name:
(Name, printed or typed)
Title:
Business Address:
Phone No.:
FAX No.:
Address of Joint Venture for Receipt of Official Communication
Address:
Phone No.:
fAX No.:
(Each Joint Venture must sign. The manner of signing for each individual. partnership and
corporation that is a party to the joint venture should be in the matmer indicated above.)
Section U0300
BID FORM
Page 8 01'9
. ~ WESTERN INDUSTRIAL, INC.
. . ~ Painting Contractor
~~71-
I
~f?N/o~~
~/~"/ht'
I
I
. f&jt/ A7unc. av"1.}'7ut-~ ~ Lv..:! c[ ~.
. -JJ ~7
I
I
I
I
I
I
I
I
I
I
I
I
- c~~ 6~~t
St?Y~-/~/3
1441 N. Northlake Way
Seattle, WA 98103
FAX 206/632-9893
Phone 206/632-9891
~o/~z..~ -6~etI
~~ ~t~ - t!./fJ- /I..c,...~
~ ~ t:!Z.V.u-&"- Z-~50 ,>rl./o
l>P'iJ U/im 16"fI-lA<-/5 tcf ~rC,H.fvk.tf~~
-ihf fJ/-At'f k~k// t?€. '5""'/ l!>O - "ZS/?-
t~1I4 ~hhV- -~/.lS/V~~~;I
a~" ,((~lte# ~cY"( -' (,l!'~ /
MI JAeIL ~kM <<1 ~ P?U~-'~J ~ ~
MARINE / INDUSTRIAL SANDBLASTING & PAINTING
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
** END OF SECTION 00300 **
Section 00300
BID FORM
Page 9 ofY
I
,
--
I'
I.
"
I-
f
I-
I
I-
I
I-
I
I~
-
1-
I'
I-
II
".-
I.
"
I~
I ,
I ..
I ~
I
~~~-UH-cUUI r~j lc;qj rn Wt~ltKN lNUU~IK1HL lNv
rHh NU. tUOOJ~~O~~ r. U~
PENAL SU.M FORM
BID BOND
Any singular reference. to Bidder, SurEry. Owner, or .other pany shall be considered plural where applicable.
BIDDER (Name and Addre,~):
Western Industrial, Inc.
1441 N north lake Way
Seattle, WA 98103
SURETY (Name and Address of Principal Place of Business):
ABBA Bonding
1334 Ridgewood Drive
Lillian, AL 36549
(251 )962-2858 Fax (251 )962~2899
OWNER (Name aDd Addres~):
City of Bozeman Hill Top Tank Painting
BID
Bid Due Date: February 13, 2007
Project (Brief Description Including, Location):
City of Bozeman, Mt. Hill Top Tank Repaitning
BOND
Bond Number: N/A
Date (Not lATer than Bid due date): February 12, 2007
Penal sum 10% of Total Bid
(Word.sl
10% onotal Bid
(Figures)
SUf.ety and Bidder. wet\ding t(l be legally bound hereby, llubjecT to the tf!rTI1S prislted on the revase side hereof, do each
:a.\1se this Bid Bond to be duly executed on its behalf by ltS ll.\l.thl'lri1',ed officer. Ilgcnt, or repre$tntative.
BIDDER
SURETI'
ABBA Bonding (abbabonding.com)
Surety's Name and COTJlorate S!':al
. ".;
,;' 'r(st:aJ,t"1
.;:,<~)~r ", ~ . '!",tr
. ,.. ", pA i \'.,.
"-I..c t-Ci
rj~ . ~i ;
r~' ~,,',;,': -..J ~,
11. ~ .,...l.... HJ/,
i" en' ,
,,:ii~~~$'/
(Seal
)
l...... J
By: I
Signatw'e a.nd Title Morris C. Sears, Attorne" .
IAttac~..~ of Attorney) g
A.." "-if j ~. (}ui
Signal'W'C 't}e
1 .
JACKSO\\l p' pp"Y-""lj
. ~ ~ ~ I t io-o \:"..;' ,; ~....... ,",;.1
^tte~ t ~ .A. ......--
S iglUlCUTe: and !tIe ~
Note: Above addresses ar: to be \l-Sed fOT giving required noucc.
EJCrK' NO. (:....30 (UlQ% E4\lioll)
00430.)
I
I
I
General Power of Attorney
I
KNOW ALL MEN BY THESE:
That ABBA Bonding, a corporation of the State of Alabama has its principal office in the City of Lillian, Alabama
pursuant to the following By-law, which was adopted by the Board of Directors, to wit:
I
RESIDENf OFFICERS AND A lTORNEYS-IN-F ACT. The President or any Vice-President, acting with any Secretary
or Assistant Secretary, shall have the authority to appoint Resident Vice-Presidents and Attorneys-In-Fact, with the power and
authority to sign, execute, acknowledge and deliver on its behalf, as Surety: Any and all undertakings of suretyship Md to affix
thereto the corporate seal of the corporation. The President or any Vice-President, acting with MY Secretary or Assistant Secretai)',
shall also have the authority to remove Md revoke the authority of MY such appointee at MY time, does hereby make. constitute and
appoint
I
***MORRIS C. SEARS*..
I
OF
LILLIAN, ALABAMA
I
It's true and lawful Attorney-In-Fact, to make, execute, seal and deliver for au on its behalf, as Surety:
And any and all undertakings of suretyship
I
I
And the execution of such bonds or undertakings in pursuance of these of these presents shall be as binding upon said
Company, as fully and amply, to all intents and purposes, as if they had been duly executed Md acknowledged by the regularly elected
officers of the Company at its office in Lillian, Alabama. in their own persons.
I
The signatureS of officers of the Company and the seal of the Company may be affIXed by facsimile to any Power of
Attorney executed in accordance with the By-Laws; and that any such Power of Attorney bearing such facsimile signatures, including
the facsimile signature of a certitying AssislBllt Secretary and facsimile seal shall be valid and binding upon the Company with respect
to any bond, undertaking or contract of suretyship to which it is attached.
All authority hereby conferred shall mnain in full force and effect until terminated by the Company.
I
IN WITNESS WHEREOF, ABBA BONDING has caused these presents to be signed by its President and its c;orporate seal
to be hereunto affixed this gth day of February, 2006.
State of Florida
)
)
COMty of Escambia )
. {-';~.t~' ""..,:: ...: '
7f!BO mg . i,.~..l!;'?;!..'~'.'~'.".'."."'.'. r.:\' r,> . ','I
I ,;,t:<y,;~'.~~ ',,' ..., e.~.. 'l~. C~J
t a~ C,'''''\l.i'~;': .~~.-. . a;. C
..... .'..." . ~\ '.t '.
""'l " .", '.,/ I.l,.i ,
,',":~))!'/:{',.. ' "
.""'jl~'~'~"c" ",,; L',A
..!;' ~~R,{, , . , .. .. . ".,'
.. iij1.....,1..; , . .~ ~ ,'"
'I'''hH.u~.rtt~'''~''''
President
I
I
I
On this glb day of Febnuny, 2006 before me personally came Morris C. Sears to me known who being by me duly sworn,
did depose and say that he resides in the COtulty of Baldwin, State of A1abanla; that he is the President of ABBA Bonding, the
corporation described in which executed the above instrument; that he knows the seal of said corporation; that the seal affixed to the
said instrument is such corporate seal; that it was so affixed by order of the Board of Directors of said corporation; that he signed his
name by like order.
I
I
My Commission Expires July 19,2009
Notary Pu(,
. Douglas
'9;# 00452796
~~ @<f:.~ E ' Ires July 19, 2009
"f,lft:~. ' eonlllld TJOV Fain .lnWJ3nte,lnt 800.385.7019
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
SECTION 00500
AGREEMENT FORM
This Agreement is .dated as of the Z 1th day of Vl.L-- in the year 2007 , by and
between thr City of Bozeman, hereinafter called "Owner" and -V\.-
ndJL>h1rJ..1) (r'\-C ~ hereinafter called "Contractor". Owner and
Contractor, in consideration of the mutual covenants hereinafter set forth, agree as follows:
Article 1 - WORK
1.01 Contractor shall complete all Work as specified or indicated in the Contract Documents.
The Work is generally described as follows: Maintenance activities on the City of
Bozeman's 2.000,000 gallon Hilltop Tank, a ground-level steel water storage reservoir,
generally including: Coordinating the removal and replacement of appurtenant antenna
equipment; abrasive blasting the interior and exterior tank surfaces; proper containment
and disposal of lead-containing paint compounds and spent abrasive media: repainting
the interior and exterior tank surfaces: removing and design/install of thc cathodic
protection system.
Article 2 - THE PROJECT
2.01 The project for which the Work under the Contract Documents may be the whole or only
a part is generally described as follows: City of Bozeman Hilltop Tank Repainting.
Article 3 - ENGINEER
3.01 The Project has been designed by: The City of Bozeman Engineering Division who is
hereinafter called Engineer and who is to act as Owner's representative, assume all duties
and responsibilities and have the rights and authority assigned to Engineer in the Contract
Documents in connection with completion of the Work in accordance with the Contract
Documents.
Article 4 - CONTRACT TIME
4.01 Time of the Essence.
A. All the time limits for milestones, if any, Substantial Completion, and completion
and readiness for final payment as stated in the Contract Documents are of the
essence of the Contract.
B. The Contractor agrees to complete the work within the time(s) specified herein.
Section 00500
AGREEMENT
Page lof8
I
I
.1
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
4.02 Days to Achieve Substantial Completion.
A. The Work will be substantially complete by November 16, 2007 as provided in
the Special Provisions of this Contract.
4.03 Liquidated Damages
A. Owner and Contractor recognize that time is of the essence of this Agreement and
that Owner will suffer an operational hardship if the Work is not completed
within the times specified in paragraph 4.02 above, plus any extensions thereof
allowed in accordance with Article 12 of the General Conditions. The parties also
recognize the delays, expense and difficulties involved in proving in a legal or
arbitration proceeding the actual loss suffered by Owner if the Work is not
completed on time. Accordingly, instead ofrequiring any such proof, Owner and
Contractor agree that as liquidated damages for delay (but not as penalty)
Contractor shall pay Owner two-hundred dollars ($200) for each day that expires
after the time specified in paragraph 4.02 for Substantial Completion until the
Work is substantially complete.
Article 5 - CONTRACT PRICE
5.01 Owner shall pay Contractor for completion of the work in accordance with the Contract
Documents an amount equal to the sum of the established lump sum prices for each
separately identified item of Work. Lump Sum prices are listed in the lump sum schedule
of the Bid Form attached as Exhibit A to this Agre,ement.
A. As provided in paragraph 11.01 of the General Conditions, Contractor agrees that
lump sum amount(s) represent a true measure of the labor and materials required
to perform the work, including all allowances for overhead, profit, taxes, bonds,
insurance, and all other costs for each type and unit of work called for in these
Contract Documents.
Article 6 - PAYMENT PROCEDURES
6.0] Submittal and Processing of Payments:
A. Contractor shall submit Applications for Payment in accordance with Article 14
of the General Conditions. Applications for Payment will be processed by the
Engineer as provided in the Contract Documents.
6.02 Progress Payments; Retainage:
A. Owner shall make progress payments in accordance with Article 14 of the
General Conditions on account of the Contract Price on the basis of the
Contractor's Applications for Payment as recommended by Engineer, once each
month during construction as provided below. All progress payments will be on
Section 00500
AGREEMENT
Page 2 of8
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
the basis of the Work and the estimated percentage of work completed times the
lump sum price schedule ofthe Bid Form for that item.
1. Prior to Substantial Completion, progress payments will be made in an
amount equal to the sum of the lump sum items less the percentage
indicated below but, in each case, less the aggregate of payments
previously made and less such amounts as Engineer may determine or
Owner may withhold, in accordance with paragraph 14.02 of the General
Conditions.
a. The Owner shall retain five percent (5%) of the amount of each
payment until final completion and acceptance of all Work covered
by the Contract Documents.
b. Retainage will be five percent (5%) of materials and equipment not
incorporated in the Work (but delivered, suitably stored and
accompanied by documentation satisfactory to Owner as provided
paragraph 14.02 of the General Conditions).
2. Upon Substantial Completion and at the Owner's discretion, the amount of
retainage may be further reduced if requested by the Contractor.
Reduction ofretainage is at the sole discretion of the Owner. Owner is not
obligated to reduce retainage. Amount of substantial completion payment
will be reduced by such amounts as Engineer shall determine in
accordance with paragraph 14.02.B.5 of the General Conditions and by
lOO% of Engineer's estimate of the value of Work to be completed or
corrected as shown on the tentative list of items to be completed or
corrected attached to the certificate of Substantial Completion.
6.03 Final Payment
A. Upon final completion and acceptance of the Work in accordance with paragraph
14.07 of the General Conditions, Owner shall pay the remainder of the Contract
Price as recommended by Engineer as provided in said paragraph 14.07.
Article 7 - INTEREST
7.01 All moneys not paid when due as provided in Article 14 of the General Conditions shall
bear interest at the maximum rate allowed by law at the place of the Project.
Article 8 - CONTRACTOR'S REPRESENTATION
8.01 In order to induce Owner to enter into this Agreement, Contractor makes the following
representations:
Section 00500
AGREEMENT
Page 3 of 8
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
A.
Contractor has examined and carefully studied the Contract Documents (including
all Addenda) listed in paragraph 9 and the other related data identified in the
Bidding Documents.
B.
Contractor has visited the site and become familiar with and is satisfied as to the
general, local and Site conditions that may affect cost, progress, performance or
furnishing of the Work.
c.
Contractor is familiar with and is satisfied as to all federal, state, and local Laws
and Regulations that may affect cost, progress, performance and furnishing of the
Work.
D.
Contractor has carefully studied all: (1) reports of explorations and tests of
subsurface conditions at or contiguous to the Site and all drawings of physical
conditions in or relating to existing surface or subsurface structures at or
contiguous to the Site (except Underground Facilities) which have been identified
in the Special Provisions as provided in paragraph 4.02 of the General Conditions,
and (2) reports and drawings of Hazardous Enviromnental Condition, if any,
which has been identified in the Special Provisions as provided in paragraph 4.06
of the General Conditions. Contractor acknowledges that such reports and
drawings are not Contract Documents and may not be complete for Contractor's
purposes. Contractor acknowledges that Owner and Engineer do not assume
responsibility for the accuracy or completeness of information and data shown or
indicated in the Contract Documents with respect to Underground Facilities at or
contiguous to the Site.
E.
Contractor has obtained and carefully studied (or assumes responsibility for
having done so) all additional or supplementary examinations, investigations,
explorations, tests, studies, and data concerning conditions (surface, subsurface
and Underground Facilities) at or contiguous to the Site which may affect cost,
progress, or performance of the Work or which relate to any aspect of the means,
methods, techniques, sequences, and procedures of construction to be employed
by Contractor including applying the specific means, methods, techniques,
sequences and procedures of construction, if any, expressly required by the
Contract Documents to be employed by the Contractor, and safety precautions
and programs incident thereto.
F.
Contractor does not consider that any further examinations, investigations,
explorations, tests, studies or data are necessary for the performance and
furnishing of the Work at the Contract Price and in accordance with the other
terms and conditions of the Contract Documents.
G.
Contractor is aware of the general nature of work to be performed by Owner and
others at the site that relates to the Work as indicated in the Contract Documents.
Section 00500
AGREEMENT
Page 4 ofB
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
H. Contractor has correlated the information known to Contractor, information and
observations obtained from site visits to the site, reports and drawings identified
in the Contract Documents and all additional examinations, investigations,
explorations, tests, studies and data with the Contract Documents.
1. Contractor has given Engineer written notice of all conflicts, errors, ambiguities
or discrepancies that Contractor has discovered in the Contract Documents and
the written resolution thereof by Engineer is acceptable to Contractor.
.T. The Contract Documents are generally sufficient to indicate and convey
understanding of all terms and conditions for performance and furnishing of the
Work.
Article 9 - CONTRACT DOCUMENTS
9.01 Contents
A. The Contract Documents consist of the following:
1. This Agreement
2. Performance Bond
3. Payment Bond
4. Other Bonds
5. General Conditions
6. Supplementary Conditions
7. Special Provisions
8. Specifications as listed in the Table of Contents ofthe Project Manual
9. Addenda (if applicable)
10. Exhibits to this Agreement
a. Notice to Proceed
b. Contractor's Bid
c. Documentation submitted by Contractor prior to Notice of Award
11. The following which may be delivered or issued on or after the Effective
Date ofthe Agreement and are not attached hereto:
Section 00500
AGREEMENT
Page 5 of8
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
a. Written Amendments
b. Work Change Directives
c. Change Order(s)
B. The documents listed in paragraph 9.01.A are attached to this Agreement (except
as expressly noted otherwise above).
C. There are no Contract Documents other than those listed above in this Article 9
D. The Contract Documents may only be amended, modified or supplemented as
provided in paragraphs 3.04 ofthe General Conditions.
Article 10 - MISCELLANEOUS
10.01 Terms
A. Terms used in this Agreement which are defined in Article 1 of the General
Conditions will have the meanings indicated in the General Conditions.
10.02 Assignment of Contract
A. No assignment by a party hereto of any rights under or interests in the Contract
Documents will be binding on another party hereto without the written consent of
the party sought to be bound; and specifically, but without limitation, moneys that
may come due and moneys that are due may not be assigned without such consent
(except to the extent that the effect of this restriction may be limited by law), and
unless specifically stated to the contrary in any written consent to an assignment,
no assignment will release or discharge the assignor from any duty or
responsibility under the Contract Documents.
10.03 Successors and Assigns
A. Owner and Contractor each bind itself, its partners, successors, assigns and legal
representatives to the other party hereto, its partners, successors, assigns and legal
representatives in respect of all covenants agreements and obligations contained
in the Contract Documents.
10.04 Severability
A. Any provision or part of the Contract Documents held to be void or unenforceable
under Law or Regulation shall be deemed stricken, and all remaining provisions
shall continue to be valid and binding upon Owner and Contractor, who agree that
the Contract Documents shall be reformed to replace such stricken provision or
part thereof with a valid and enforceable provision that comes as close as possibly
to expressing the intention of the stricken provision.
Section 00500
AGREEMENT
Page 60fS
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
In Witness Whereof, Owner and Contractor have signed five (5) copies of Agreement. Two
counterparts have been delivered to Owner, two to Contractor and one to Engineer. All portions
of the Contract Documents have been signed or identified by Owner and Contractor or by
Engineer on their behalf.
This Agreement will be effective on
effective date of the Agreement).
J lvVtt Z- 7
, 2007
(which is the
Owner: City of Bozeman
President
Contractor:
tern Industrial, Inc.
By:
Address for giving notices:
P.O. Box 1230
Address for giving notices:
1441 N. Northlake Way
Bozeman. MT 59771-12530
Seattle, WA 98103
Phone No.: 406-582-2280 (Engineering)
406-582-2300 (City Hall)
Phone No.: 206- 632-9891
FAX No.: 206-632-9893
FAX No.: 406-582-2263 (Engineering)
406-582-2301 (City Hall)
APPROVED AS TO FORM:
("- ~e..(t ~M
Paul Luwe, City Att ey
- .- - .....
<:!. H7' A~
(SEAL)
Contractor Registration No. 1 47896
,.
Agent for service of process:
National Registered Agents
..-.--"" ~-
(406)461-4288
(If Contractor is a corporation or a
partnership, attach evidence of authority to
sign. )
Section 00500
AGREEMENT
Page 70f8
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Owner's Designated Representative
Contractor's Designated Representative
Name: MARK L JACKSON, PRESlOENT
Name: Brian Heaston, E.!.
Title: Project Engineer
Title:
WESTERN INDUSTRIAL INC
Address: 144J:rlf~~AV .
Address: City Engineering
20 E. Olive St.. P.O. Box 1230
Bozeman. MT 59771-1230
Phone No.: 406-582-2280
Phone No.: 7(;)(. - {.,32-Q'elC1 \
FAX No.: 406-582-2263
FAX No.: 1/"),,- Co1l7-<1SQ'3
** END OF SECTION 00500 **
Section 00500
AGREEMENT
Page 80f8
I
I
I
I
I
I
I
I
.
.
.
.
.PAYMENT BOND
Any singular reference to Contractor. Surety. OWller, or other part)' shall be considered plural where applicable,
SURETY (Name and Address ofPrinelpal Place of Business):
ABBA Bonding
1334 Ridgewood Drive
Lillian, AL 36549
(251)96262858 Fax (251)962-2899
abbabonding.com
I
. Surety and Contractor. intending to be legally bound hereby, ~'I\bjecT to The Tenn~ printed on the reverse side hereof, do each cause this
Payment Bund to be Iv eJ<.eeured on its behalf by its authorized officer, agent, aT representative,
. .
.
. CONTRACTOR (Name and Address!,
. Western Industrial, Inc.
1441 N. Northlake Way, Seatue. WA 98103
. OW~ER (Name and Address):
City of Bozeman Hill Top Tank Painting
. 20 E Olive, Bozeman, Montana 59n1-1230
CONTRACT
. DaTe: March 6, 2007
Amount. $305.000,00 (Three Hundred Five Thousand Dollars)
. Descnptlun (Name and Location): Hilltop Tank Repainting, Bozeman, MT
.
BOND
. Bond Number: 0760831
Dale (Not earlier Than Contract Date): June 27,2007
. Amount: $305,000.00 (three Hundred Five Thousand Dollars)
:'>1odificatiolts to this Bond Form: None
.
I
I
I
I
I
I
I
I
I
I
..
.
.
.
.
.
.
.
.
.
a
.
(Space is provjded below for signarures of additional
parties, If required,)
CO;":TRAcroR AS PRINCIPAL
Company;
(Seal)
Signarure:
NalP\: and Ti~-
SURETY ABBA Bonding (abbabonding.com)
(scan
Surety's Name and Coll1(?ratc Seal M
By: ~~ fJA-?-
Signature and Title Morris C. rs, AttOmey~n-Fact
(Attach Power of A Homey)
----..
Attest:
Signarure and Title
SURETY
(Seal)
Surety's Name and Corporate Seal
By; ___
Signature and Title
(Attach Power of Allomey)
Allest:
Signarure and Title:
aEJCDC :>lo, C-6.1S (2002 Edition)
Oti~in.II)' prepared thrnu~h the JOinl .rroru or the Suref)' /u..,d.tion or Amerie., Engin..,.. .Jo;nt Contract Document. Comml...... the A,...dated General
_Contr:a('to...~ of Am~rit';}4 the Am~rican Instituh: of Art'h.itl"Cb., the Arne-rican Suhcon"ntc~on. A550d.tlon, and the A'SDdat~ Spft:.iah) Contnu::toni.
.
"
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I. COIlll'aClor and Surely, joimly and severally, bind lhemselvcs, their bem,
executOr<, admini",,,rolS, suc=ors.and assigns 10 Owner for the performance oflbe
CDIltral;l, which is incllJjlOl'll\ed herein by reference.
2. If Conlraclor performs the COIluael, Surely and ContracIor have no obligation
under Ihis Bond, exce:pllo participate in con1'ercnt:cs as provided in Pangraph 3.1.
3. If Ihere is nO Owner Defaul\, Sunty's obligaliOll underthis Bond shall arise alter:
3.L Owner has nolifled ContraeIor and SUrely, Bl the addresses described in
Pa",graph 10 below, lhal Owner is considering declaring a Com:\'1ldOr
Default, and has reqW!S\ed llild attempled 10 amoge a c:onferonce with
Con\TllClOr and Surety 10 be held nor Ial... lhan 15 days after receipt of
such nOlice 10 discuss methods of performing the Contract. If Owner,
Con\l1l.C10r and Surety agree, Con\raClor shall be allowed a reasonable
lime 10 perto"" Ihe COIIInICI, bill such an ~C111 shall nOl waive
Owner's right, if any, subsequCnlly 10 deelare a ConttlK:tor Default; and
3.2. Owner has dcclaled a COIllnlClor Default and formally lermin81ed
ConInlClOr'S righllo complCle the Conltllc\, Such ConltllCIDT Default shall
nOI be declared _Iier lhan 20 days after Conlr8tlor and Surety have
"",eived llO\;ee as provided in hragmph 3. I; and
3.3. Owner has agreed 10 paylhe Balance of the Conrract Prict: 10:
1. Surety in accordance with the tCll1l5 of the COIIltilcr; and
2. Another COl\ltllClOr selected pursuanllO Paragraph 4.3 to perform the
Cmltllet.
4. WMn Own... has satisfied the conditions of Paragraph 3, Surety shall promptly and
al Surety's expense tske one of the following "",ioo",
4. L Arrange for ConlraC\or. with consenl of Owner, 10 perfunn and c:olIIplcle
the ConltllCl; or
4.2. Undertake 10 perfOTIh and c:omplele the CDlllrSCI itself, through its arents
or through independcm COlIlraC:IOrS; or
4.3. Obtain bids or nerotiated propClSllls from qualiflCd eonttlIclor$ aceeplShle
10 Owner for a contmct for perfomumcc and """,plerion of the COIllTKt,
arrange for a contraf:l 10 be prepared for exct:Ulion by Owner and
Contractor selected with Owner's conC1llTalCC, to he ~ with
performam:e and paym.etlt bonds COIet:UlClI by a qualified SUIety equivalenl
10 lhe bonds issued on the ConlfllCl, BlId -pay 10 Owner the amounl of
damases as desl;ribed ill Pal1lln'Ph 6 in ",.:ess of Ibe BaIani'C of Ibe
Contract Prii'C inc:uned by Ownet'resultillg from Cootractor De&u1t; or
4.4. Waive its righl to perform and COl1IpIete, amonge for c:ompletion, or obIain
a new contnlClOT and with reasonable prompmcss under the eircumstlulceS:
I. A1Ier investipdon, determine the lIltlO\lIIl fur 'IlI1ritb it may be liable 10
Owner alId, US soon US practicable after the amount is determined,
tender paymcnl\herefor 10 Owner; or
2. Deny liability in whole or in pan and notify Owner citing reasons
Iberefor.
S. If Surety does not proceed as provided in 1'aragt3pIl4 with l'Q7Ollable prornprness,
Surety shall be deemed 10 be ill defaull on this Bond I S days after receipl of an
additional written notice from Owner 10 Surety demanding Ihat SuJety perform iu
obligatiom under this Bond. and Owner shall be entilled 10 enforce any remedy
....ilable \(J Owner. If Sun:ty proc:eed$ as provided in Paragmph 4.4, hid Ownet
refuses the paymenl lendered or Surety has denied liability, in whole or ill pari,
wilhoul further nDlice Ownt:r shall be entitled 10 enforce any mnedy available to
Owner.
6. A1Ier Owner has temJinaled ContraClor's ri&hllo complete the Conlrn:l, and jf
SUrety elecls 10 acl \lIIder /'aragnIph 4.1, 4.2. or 4.3 ahove. then \he responsibililies of
Sumy to Own... shall not he greater dum those of ContraCtor under the Contract and
\he responsibilities of Owner 10 Surety shall 1101 be grealer Ihan \hose of Owner ~ndcr
\he Comm:t. To a Iimil of lhe ImOUllt of this Bond, bul subject 10 eommillllCTll by
Owncr of \be Balance of the Contract Price 10 mitigation of COSlS and damages on the
ConltllCl, SUrety is obligated withoul dupliQrion for:
6.). The responsibilities of Contraelllr for colTCCliOll of defe~ive Work and
completion of Ibe ConlTaCl;
6.2. AddiliOllal legal, delirn professional, and delay eoslS resulling from
Ctmtracl.or.'s DefaulI, and resulting from Ihe aclions or failure 10 act of
Surety under Paagraph 4; and
6.3. Liquidated damages, or if no liquidated damages are specified in th.
Conmlc\, actual. damages . ClIllSCd. by delayed performanec Or non.
pcrformaAce of Contractor.
7. Surety shall not be liable 10 Own... or Olhers for obligations of ConlraclOr thai arc
unrelated 10 the Cormact, and the Balance ofthc CanlJ1lCl Priee shall nat be reduced or
Set off on acooulll of MY such unrelated obligations. No righl of action shall acaue on
Ihis Bond 10 any pet50II or entity other than Owner or its hellS, e~eeulolS
adminislnllors. or SUCCC9SOlS.' ,
8. Surety hereby waives notice of;llly dtanae, includilljl changes of time, 10 COlltrIICI
or 10 related subcontracts, pun:hase orders. and other obligalions.
9. Any prOl;l:eding, legal or equitable. under this Bond may be instituted in any court
of c:ompI!la1l jurisdiction in the Iocatior> in which Ibe Work or pan of the Work is
located and shall be inst~ within two years after CmmaerOl Defaull or within IWo
ye:IrS after C_ ceased worlcing or within two ye:IrS after Surely refuses Dr f.sils
10 perform its obligations under this Bond, whidlever 0C<:UtS tim. If the provisions of
this paragnph are void or prohibited by law, the minimmn period of limitation
available 10 SIIrelies as a defense in the jurisdiction of lite suit shall be applicable.
10. Notice to Surety, Owner, or Connxtor shall be mailed or delivered to \be addrcs$
shown oolhe signalUl'C page.
II. When Ibis Bond has been fumishcd 10 comply willt a swutory reqttiremcm in the
location wbc:rc the COIIIl1lCf was w be performed, any provision in rbis Bond
COIIfliCling with said staNlOry requircmelll shall be deemed dclcled herelimn and
provisions conforrninll 10 such aaNlOly reqttiremcnt lhall be deemed incorpor.ated
herein. The iutenl is WI \his Bond shall be COIISInled as a SIlll"tOry bond and not as a
commm law bond.
12. Definitions.
12.1 Balance of the Contraet Price: The IOIIlI amOUlll payable by Owner 10
Cootrador under the ContTacl after all proper adjustments have been
made, inc;luding allowance \0 ConIrlIetor of any amD\lQlS receiYed or 10 be
received by Owner in settlemenl of insumncc or other Claims for cIamares
10 which Comtaelor is entitled, reduced by all valid and proper payments
made 10 Of 011 behalf of COO\JllC\Dr IIfld<r the Conlllll:t
12.2. Cootrae:t The agreement betweat Owner and Comr.IeIor identifilld oolbe
sianalure page, including all Contract Documents and changes thereto.
12.3. Conmu:.tOl Delllult; Failun of Contraclor, which has neither heen
remedied nor waived, 10 perform or otherwise to comply with the terms of
IbeContracl.
12.4. Owner Default: FailUTe of Owner, which has neither been remedied nor
waived, to pay <Antmctor as required by the COIIII'lll:t or to perli>rm and
<Omplcte or comply with the other terms th=of.
.
.
.
.
I
.
.
.
.
I
I
I
I
.
I
.
I
,
.
I
.
f
I
,
,
.
C
.
<<
.
.
C
.
.
.
FOR INFORMATION ONLY - Name, Address and Telephone
Surety Agency or Broker
Owner's Representative (engineer or other party)
00610-2
I
I
I
I
I
I
It
I
I
I
PERFOR1\1ANCE BOND
Any singular reference to Contractor, SUTl':ty, Owner, or other party shall be considered plural where applicable.
· CONTRACTOR (Name and Address):
I Western Industrial, Inc,
1441 N. Northlake Way, SeatHe, WA 98103
I OWNER (Name and Address):
City of Bozeman Hill Top Tank Painting
I 20 E, Olive, Bozeman, Montana 59771-1230
SURETY (Name and Address of Principal Place of Business);
ABBA Bonding
1334 Ridgewood Drive
Lillian, AL 36549
(251)962-2858 Fax (251)962-2899
abbabonding.com
I COi\'TRACT
Date: March 6,2007
I AmOlwt $305,000.00 (Three Hundred Five Thousand Dollars)
I Description (Name and Location): HilltOp Tank Repainting, Bozeman, MT
I
I
BOND
I Bond Number: 07..Q831
. Date (~ot earlier than Conttaet Date): June 27,2007
Amount: $305,000.00 (three Hundred Five Thousand Dollars)
I Modifications to thiS Bond Form: None
I Surery and Contractor, int nding to be legally bound hereby. subject to the terms printed on the reverse side hereof, do each cause this
Perfonnallce Bond to be y executed 011 its behalf by its authorized officer, agent, or representative.
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I (Space i::, provided below for signatures of additional
parties. if required.)
.
It
I
.
I
I
I
.
CONTRACTOR AS PRNCll'.-\L
Company:
Signature:
Name and TItle:
(Seal)
SUREn' ABBA Bonding (abbabonding.com)
(8ealT"-.
surery.s~
By: " C~
Signature and Title Morris C. Sears, Attomey~ln~Fact
(Attach Power of Attorney)
Attest:
Signature and Title
SURETY
(Seal)
Surety's Name and Corporate Seal
By:
Signature and Title
(Attach Power of Attomey)
A nest:
Signature and Title:
, I:JCDC No. C.610 (2002 Edition)
Ori~;n.lly preporedlhroullh the Joint .OOn" of tho Suroly A.sociation of AlD<<io.. Enl:in~" Julnt Contratt IlUCUlDents Committee. Ihe Associaled woeral
I Conlr..tors of AlDorlea. and tlte Amorlea" l"..hu.. <>f Archil..IS.
I
I
I
.
~
OllflJO-l
-
I
I
L Contractor and Surety, jointly and severally, bind themselves, their hein;,
cx'=Cuton;, adrninistraton;. successon;, and assigns to Owner to pay for labor.
materials, and equipment furnished by Claimants for use in the performance of
the Contract, which is incorporated herein by reference.
I
2. With respect to Owner, this obligation shall be null and void if Contractor:
2.1. Promptly makes payment, directly or indirectly, for all sums duc
Claimants. and
I
22. Defends. indemnifies, and holds harmless Owner from all claims,
demands, liens. or suits alleging non.payment by Contractor by any
person or entity who furnished labor, materials, or equipment for use in
the performance of the Contract, provided Owner has promptly notified
Contractor and Surety (at the addresses described in Paragraph 12) of
any claims. demands, liens, or suilS and tendered defense of such
tlaims, demands. liens; or suilS to Contractor andSIln!ty;'arrdprollided
there is nO Owner Default.
I
I
3. With re$peCt to Claimants. this obligation shall be null and void if ContractOr
promptly makes payment, directly or indirectly, for all sums dUe.
4. Surety shall have no obligation to Claimants under this Bond until:
I
4. L Claimants who are employed by or have a direct contract with
Contractor have given notice to Surety (at the addresses described in
Paragraph 12) and sent a copy, or notice thereof. to Owner, stating thaI
a tlaim is being made under this Bond and, with substantial aceur1ICy,
the aJnlUllt of the claim.
I
4.2. Claimants who do not have a direct contract with Contractor:
I
I. Have furnished written notice 10 ContraelOr and sent a copy, or
notice thereof, to Owner, within 90 days after having last performed
labor or last furnished materials or equipment included in the claim
stating, wilh substantial accuracy, the amount of the claim and the
name of the plll'ty to whom the materials or equipment were
furnished or supplied. or for whom the labor was done or
performed; and
I
2. Have either =eived a rejection in whole or in part from Contractor,
or not received within 30 days of furnishing the above notice any
cornmtmication from Contractor by which Contractor had indicated
the claim will be paid directly or indireelly; and
I
3. Not having been paid within the above 30 days, have $t:lIt a written
notice to Surety and sent a copy, or notice thereof, to Owner, stating
that a claim is being made under this Bond and enclosing a copy of
the previous written notice furnished to Contractor.
I
5. If a notice by a Claimant required by Paragraph 4 is provided by Owner to
Contractor or to Surety, that is sufficient compliance.
I
6. wpen a Claimant has satisfied the conditions of Paragraph 4, the Surety shall
promptly and at Surety's expense take the following actions:
6,1- Send an answer to that Claimant, with a copy to Owner, within 45 days
after receipt of the claim, stating the amounts that are undisputed and
the basis for challenging any amounts that are dispuled.
I
62. Payor arrange for payment of any undisputed amounts.
7. Surety's total obligation shall not exceed the amount of this Bond, and the
amount of this Bond shall be credited for any payments made in gOOd faith by
Surety.
I
I
FOR INFORMATION ONL Y ~ Name, Address and Telephone
Surety Agency or Broker:
Owner's Representative (engineer or other party):
I
8. Amounts owed bY Owner to Contractor under the Contract shall be used for
the perfonnance of the Contract and to satisfy claims, if any. under any
performance bond. By Contractor furnishing and Owner accepting this Bond,
they agree that all funds earned by Contractor in the performance of the Contract
are dedicated to satisfy obligations of Contractor and Surety under this Bond.
subjCl:t to OIO(ner's priority to use the funds for the completion of the Work.
9. Surety shan nOl be liable 10 Owner, Claimants, or others for obligations of
Contractor that are unrelated to the Contract. Owner shall nol be liable for
payment of any COSts or expenses of any Claimant under this Bond, and shall
have under this Bond no obligations to make payments 10, give notices on behalf
of, or otherwise have obligations to Claimants under this Bond,
10. Surety hereby ....ives notice oCany change, including cbanges of time, to the
ContraClor 10 relaled Subeontracts, purchase orders and other obligatiOllJi.
I I. No suit Or action shall be commenced by a Claimant under this Bond otber
than in a court of competent jurisdiction in the location in which the Work or
pan of the Work is located or after the expiration of one year from tbe date (l)
on which the Claimant gave the notice required by Paragraph 4. I or Paragraph
42.3, or (2) on which the last labor or service was performed by anYone or the
last materials or equipment were furnished by anyone under the Constrllction
Contract, whichever of (I ) or (2) fin;t occurs. If the provisions of this paragraph
are void or prohibited by law, the minimum period of limitation available to
sureties as a defense in the jurisdiction of the suit shall be applicable.
12. Notice to Surety, Owner, or Contractor shall be mailed or delivered to tbe
addresses shown on the signature page, Actual receipt of notice by Surety,
Owner, or Contractor, however accomplished, shall be sufficient compliance as
of the dale received at the address sbown on the signature page.
13. When this Bond has been furnished to comply with a statutory requirement
in the 10000t;on where the Contract was to be performed, any provision in this
Bond conflicting with said statutory requirement shall be dec:med deleted
hetefrom and provisions confonning to such statutory requirement shall be
deemed incorporated herein. The intent is that this Bond shall be construed as a
statutory Bond and not as s common law bond.
14. Upon request of any penion or entity appearing to be a potential beneficiary
of this Bond, Connctor .ballpromptly furnish a copy of this Bond or shall
permit a copy to be made.
15. DEFINlTlONS
15.1. Claimant: An individual or entity having a direct contract with
Conll'actor, or with a first.tier subeontraCtor of Contractor, to furnish
labor, IJ1lIterials, or equipment for use in the performance of the
Contract The: intent of this Bond shall be to include without limitation
in the tenns "labor, materials or equipment" that pan of water, gas,
power, light, heat, oil, gasoline, telephone service, or rental equipment
used in the Contract, architectural and engineering services required for
performancc of the Work of Contractor and Contractor's
SubcontraCtors. and all other items for which a mechanic'S lien may be
asserted in the jurisdiction where the labor, materials. or equipment
were furnished.
15.2. Contmct: The agreemenl between Owner and Contractor identified cm
the signature page, including all Contract Documents and changes
thereto.
15.3. Owner Default: Failure of Owner, which has neither been remedied nor
waived, to pay Contractor as required by the Contract or to perform and
complete or comply with the other terms thereof.
I
00615-2
I
.
.
.
.
.
.
.
.
Iii
.
..
.
.
..
.
.
-
.
.
.
.
.
.
-
I.
-
I.
I..
,.
,.
.
'.
.
'.
'....
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
General Power of Attorney
KNOW ALL MEN BY THESE:
Tbat ABBA Bonding, a c:orporation ofthc State of Alabama has its principal office in Ibc City ofUIlian,. Alabama
pursuant to the tblIowing 8y.Iaw, which was adopted by the BoanI ofDim:tom. to wit:
RESIDENT OFFICERS AND ATJ'ORNEYS..IN-FACT. The:Plesident M any Vice-President. acdng with any Secretary
M.Assistant Secrerary, sbaII have tbe IIIIIbority to appoiDt Residcot Vic:c-Presideots and A.ttorncy.Ha-Pact. with the: power and
llUIhority to sign, cucutrI, a:knowIt:eIF and ddiftroo its bcbaIt; as Surety: Arty and all UDdcrtaIcinss ofSURtysbip and to affix
tbcrcto the cmponde seal oflhe corporation.. The President or any Vicc-Pn:sidmt. actiog with any SecRbDy or AssisIaut Secn:IaIy,
shall also have the authority to remove and nwob the autborif;y of any suc:b appoinfI:e at any ~ docs haeby make,. coostituIe and
appoint
*-MORRlS c.. SEARS-*
OF
,.n.I.I4N, ALABAMA
It's ll'ul; and '-fid ~ to make,. CIU:ClJk:, SQI and ddiftr fur an on Irs bcbalt as Surety:
And any and aU undertakings of suretyship
And 1bc 6eO'~ ofsuc:b boads or IIIIdcrtaIdup in ~ of1llosc oflbese pnlSCIl1S shall be as binding upon said
Company, as tWIy and amply, to aU intaJIs and purposes,. as ifthcy bad been duly exceutcd and acknowledged by the tqpdarIy elected
ofJicers of the Compaoy at its omcc in LiDian,. Alabama. in 1bclr own pcI5OIIS.
The sigmduR::s of ofIkas ofdle Company and the _ oftbrl eomp.ny .., be afIixaI by fiIcsimiIc to any Power of
Attomc:y ~ in a.Mlo.......... willi tbe By-Laws; 8l1d 1II8l any such Powu' of AfIomey bc8riDg such .fiIcsbnUc signalurcs. including
1hcfilcsimlle signature ofa c:erdfYiDsAssisbmt Secrerary and fiIcsimiIc scaI sball be valid Idd bindiDs upon the Company with rapect
to lIJlY bond.1IIIdertakin& Of conInd of sun:tySbip to whicb itia attached.
AJJ autbority hemby ~,..d sbaIl n:paaia in fidI fun:c and ~ until tcnDinaIed by die Company.
IN WITNESS WHEREOF, ADBA BONDING has c:ausc:d dacsc pn:scnfs 10 be signed by ilS President and its corporate seal
to be hereunto affixed 1bis f11' d:qy ofFebfWlQ', 2006.
ABBJ}/r ()-
/' t ({Y\A/l C/~~\A:
President
Stare of Florida )
}
ColDlty ofEscambia)
On this JrI' day ofFcbruary. 2006 bcIbJc me pcmonaUy came Monis C. Scars to me knovm wbo being by me duly swom.
did depose and say that he RSidcs in the CoIDlty ofBalchriD. SndiC ofAJabmna; tbat he.is the PmrickilJt of AB8A Bondiog. the
lXIIpOf8tion ckseribed in wIricb cxccutcd the above iosbument; tbat he knows the seal of said ~alim.; th8t the scaJ dixed to the
said iDsuumeot is such GOIp"'* .m; that it was so affixed by orc:b ofthc Board ofDin:ctols of SlIid corporation; that he signed his
name by like order.
My Commisllion ExpircsJuly 19,2009
I
ACORD,.
CERTIFICATE OF LIABILITY INSURANCE
CSR KD DATE (MMIDDIYYYY)
WESTE25 04 10 07
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR
AL TER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
PRODUCER
I Brown & Brown - Seattle
2101 4th Avenue, Suite 600
Seattle WA 98121
Phone: 206-956-1600 Fax:206-956-9600
INSURED--'- -'---..-..-.-.-.--.
INSURERS AFFORDING COVERAGE
NAIC#
Western Industrial, Inc.
1441 N Northlake Way
Seattle WA 98103~8920
INSURER A Firemans Fund Ins Co
~'._",---~
INSL!..RER B_~rthern ~ss~rance Company
INSURER c' Allied Insurance
_.'--~~._'-"'_."-"._-
INSURE~" SeaBright Insuran~~ CC)___
INSURER E
11755
COVERAGES
THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING
ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR
MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO All THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH
POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS
D '--'-'--.-. -.._-._..._-.
L TR NSR TYPE OF INSURANCE POLICY NUMBER
GENERAL LIABILITY
LIMITS
x
X COMMERCIAL GENERAL LIABILITY
~ CLAIMS MADE ~ OCCUR
OML99040095
07/07/06
07/07/07
EACH OCCURRENCE
[J1\MJffiE TCrREN~
PREM.ISES (Ea occuren~.
MED EXP (MY ona person)
"..--'--"'....-
$ 1, 000,.000
$ 50, _000 ___
~O~_
$ 1,000 , q9~
$ 2, 9_00, O~_
$ 1,000, 000
PERSONAL & ADV INJURY
GENERAL AGGREGATE
GEN'L AGGREGATE LIMIT APPLIES PER:
PRO-
JECT
AUTOMOBILE LIABILITY
PRODUCTS - COMPIOP AGG
LOC
ANY AUTO
X All OWNED AUTOS
SCHEDULED AUTOS
X HIRED AUTOS
X NON-OWNED AUTOS
BA7502283160
07/07/06
07/07/07
COMBINED SINGLE LIMIT
(Ea accident)
$1,000,000
BODilY INJURY
(Per person)
$
BODilY INJURY
(Per accident)
$
PROPERTY DAMAGE
(Per accident)
$
OTHER THAN
AUTO ONLY:
AUTO ONLY - EA ACCIDENT $
-".'.-"---
EA ACC $
AGG
$
~ _? ' 000 ,__000
$~OO, 000 _
EACH OCCURRENCE
N5JH81620
07/11/06
07/11/07
AGGREGATE
$
DEDUCTIBLE
$
WORKERS COMPENSATION AND
EMPLOYERS' LIABILITY
ANY PROPRIETOR/PARTNERIEXECUTIVE
_ 9.fFICERIMEMB,;R j:XC~Y_QI;_Q?
If yes, describe under
SPECIAL PROVISIONS below
OTHER
BB1060456
WAUSt.r.H-; NV
07/12/06
WRY L1MITl? .______
07/12/07 E,L: EACH ACCIDENT ". $_l,OOO!OOO
E,l,.,-OISEASE - EA-EMP~YEE $ 1,000, O~
E.L. DISEASE - POLICY LIMIT $ 1, 000 , 000
$
$
ESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS
Re: City of Bozeman Hilltop Tank Repainting
The City of Bozeman is named as Additional Insured
CERTIFICATE HOLDER
BOZE-Ol
CANCELLATION
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION
DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL ~ DAYS WRITTEN
NOrlCE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL
IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR
The City of Bozeman
20 E. Olive
P.O. Box 1230
Bozeman MT 59771-1230
~
CORD 25 (2001/08)
@ ACORD CORPORATION 1988
. :"'::::".:.~ ';'~~"""'.'''l.~;;':>"
- . ~ '<':'~.\~,~ry;~~~~?~"~&;"';~'Vi:''''
E
E
E
E
It
.
.
E
E
E
.
.
II
I:
I:
I:
E
Ii
.
.
E
r
i Th15 documem has lffiportant legal consequences; consultanon with an attorney lS encouraged Wlth respect to its use or '
I modificanon. TIns document should be adapted to the particular ClIcumSlances of the contemplated Project and the
Controllmg Law
STANDARD
GENERAL CONDITIONS
OF THE
CONSTRUCTION CONTRACT
Prepared by
ENGINEERS JOINT CONTRACT DOCUMENTS COMMITTEE
and
Issued and Pubhshed Jomtly By
----
ACEC
fj;~-.. National Society of
- ... Professional Enginee... J'S"
.:- p,;i;;;';;i&,g~ in Prim. Ptxta
A$CE.
.\M~,I\IC"'N l.I't:~;~ II Ill. 1-,:';/;I"lf.rRI,,' (,(1~1PA'lf,
~~,~.~~
PROFESSIONAL ENGINEERS IN PRlV ATE PRACTICE
a practice division afthe
NATIONAL SOCIETY OF PROFESSIONAL ENGINEERS
AMERICAN COUNCIL OF ENGINEERING COMPANIES
AMERICAN SOCIETY OF CIVIL ENGINEERS
This document has been approved and endorsed by
Il.
. ,~c-
r.....-,.
.. ,
I ''"
The Assoclated General Contractors of Amenca
~ KnOW'".0ge loe Creating
.-..... and Sustalntng
the BUllt Enw'onmen!
Construcnon Specifications Instttute
EJCDC C-700 Standard General Conditions of the Construction Contract.
Copyright ~ 2002 National Society of Professional Engineers for EJCDC. All rights reserved.
n.O"7on 1"1
-::.rl;:~'''';.'''.
'~:'I.I. "'::;,~:::n:':0r,:~~!f"~:'~'~~1:hI{" ~;:~'~' ~ ' '::, ~'.,~". . ,.
,\,::::,'W'flI"~:'t,:7.'..'.
"~~1 i,~',:~ ,:';:;>:,"~ I". "<"
l ~"
<"c"",,,. '\ ,,":'
":., ,~'" ,> :' "'; '!>' '
Copyright @2002
National Society of Professional Engineers
1420 King Street, Alexandria, VA 22314
American Council of Engineering Companies
1015 15th Street. N.W., Washington, DC 20005
American Society of Civil Engineers
1801 Alexander Bell Drive, Reston, VA 20191-4400
These General ConditIOns have been prepared for use with the Suggested Forms of Agreement Between Owner and
Contractor Nos C-520 or C-525 (2002 Editions) Their proVIsions are mterrelated and a change m one may necessitate a
change in the other. Comments concerrung their usage are contamed m the EJCDC ConstructIOn Documents, General and
InstructIOns (No C-001) (2002 Edition). For guidance III the preparatlon of Supplementary ConditlOns, see Guide to the I
Preparatlon of Supplementary ConditlOns (No. C-800) (2002 EditIOn).
EJCDC C-700 Standard General Conditions of the Construction Contract.
Copyright @ 2002 National Society of Professional Engineers for EJCDC. All rights reserved.
'II
.
-I
.
..
:i
:J
,
-t
..
-I
~
It.I
:.
,
..,
III
~
..
III
:.
:.
~
t
I
I
I
t
.
t
.
It
I
I
I
I'
.
.
E
I
C
.
.
It
~
r
.'l'Ji~'1,,~':I:-.
.."~" :~;"::'~:~'~'.iir~"~~~~:f'),~ ~,~'<:.~:~,~.~!:~~';' ' .
, -" .~'~"~
TABLE OF CONTENTS
Page
ARTICLE] - DEFINITIONS AND TERlv1INOLOGY ...._.......................................................................................................5
1.0 I Defined Terms........................................................................................................... ....................... ........................ 5
1.02 Terminology....... ..-. ............... ................ ....._... .._............. ......... ....... ...... ...... ........ .......... ........ ............ .............. ..........7
ARTICLE 2 - PRELIMINARY MATTERS ............................................................................................_................................. 8
2.01 Delivery of Bonds and Evidence of Insurance ..-............................................. ................................. ............_...........8
2.02 COpieS o(Documents ...................................._............... ....... ...................................... ......._.............. ............_...........8
2.03 Commencement of Contract Times; Notice to Proceed ................................................................... .........._.............8
1.04 Startlng the Work.......... .................. .... .._._ ..... ...... .......... ........ ........ ...... .... .................... ......... ............ ............... ......... 8
2.05 Before Starting ConstructIOn......... ................. ..... ......... ............... ....... .............. ........... .................... ........................8
2.06 PreconstructlOn Conjerence ........-.......... ........ ............ ............ .... ... .......... ......... ................. ............ _..... ........... .._._....8
2.07 Il1ltlal A cceptance of Schedules ....................._................................................................................. ........................ 8
ARTICLE 3 - CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE .................................................-......................9
3 _0 I Intent ..... ...... ............ ...... ....... ..... ..... ....................... ............................ ...................._.... ............ ............ .............. ........ ()
3.02 Reference Standards ............. ..... ........... ........ ....................... .......... ................... ......... ...._.......... ....... ................ ........9
3.03 Reporting and Resolving Discrepancies .......................................................................................... ........................9
3.04 Amending and Supplementll1g Contract Documents ....................................................................... ..............._...... 10
3.05 Reuse of Documents .................. ..... ........ ...... ............. .......... .................. ......... .............. .........._......... ............ .......... 10
3.06 Electronic Data ..... ................ .... ...... ....................... .............. .................... ....... ........... ......._....... ....... ...................... 10
ARTICLE 4 - A V AILABlLITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARDOUS
ENVIRONMENTAL CONDITIONS; REFERENCE POlNTS................................................................................................10
4.01 A vallahiIitv of Lands ................................ ....... ............ ........ .......................... ............. ...................... .......... ............ 10
4.02 SubsUlface and Physical Conditions ..................................................................................................................... 11
4.03 Differing Subsurface or Phvsical Conditions ........................................................................_...............................11
4 _04 Underground Facilitles................_........................... .......... _. ......................................... ........................................ 12
4.05 Reference Points .... .................... ............ ......... ....... ............ ................. ......................... .............. ...... ...................... 12
4.06 Hazardous EnVIronmental Condition at Site ......................................................................................................... 12
ARTICLE 5 - BONDS AND INSURANCE .............................................................................................................................13
5.01 Performance, Payment, and Other Bonds ............_................................................................................................13
5.02 Licensed S'uretzes and Insurers ........................................................................................................ ......................14
5.03 Certificates of Insurance.................. ........ .....-. ................ ... .........................,.. .............. .............. ...... ................ ...... 14
5.04 Contractor's Lwbihty Insurance .........................................................................................................,................. 14
5.05 Owner '.I Liabilitv Insurance ............................................................................................................ ...................... 15
5.06 Property Insurance. ........... ........ .................... .......... ............ ............. .................... ........ ...... ............. ...._........... ...... 15
5.07 Waiver of Rights -.... ........ .....-........... .... ........... .....,... ......... ............ ................. ....... .......... ................. .......... ....... ..... 16
5.08 ReceIpt and ApplicatIOn of Insurance Proceeds .............................................................................. ................._.... 16
5.09 Acceptance o.t'Bonds and Insurance; Option to Replace....................................................................................... 16
5.10 Partwl UtiliZatIOn, Acknowledgment o.f Property Insurer ..................................................................................... 17
ARTICLE 6 - CONTRACTOR'S RESPONSIBILITIES..........................................................................................................17
6.01 SupervISIOn and Superintendence........ .......... ......... ............ .................... .............. ......... ................. .................. ..... 17
6.02 Labor; Workmg Hours .......................................................................................................................................... 17
6.03 Services, Materials, and EqUIpment ...................................................................................................................... 17
6.04 Progress Schedule.. ....... ........... ...................... ................... ............ .................... ................... ................ ..... ....... ..... 17
6.05 SubstItutes and "Or-Equals "......................... .................................................................................. ...................... 18
6.06 Concernll1g Subcontractors, Suppliers. and Others ..............................................................................................19
6.07 Patent Fees and Royallles .....................................................,............................................................................... 20
6.08 Permits .... ....... ..... ... ... ..... ................. ........ ........ ...... .... .... ................. .................... .......... ....................... .............. ..... 20
6.09 Laws and Regulations ..................................... ............................................................. .......................................... 20
6.10 Taxes... ...... ................. ..... ................ ................. ........ ....................................................... .................... .......... ......... 21
6.11 Use o(Slte and Other Areas ............................................................................................................. .....................21
6.12 Record Documents .................................................................................................................................................21
6.13 Safef1,' and ProtectIOn.. .................... ................ ......... ................................................... ...................... ............ ......... 21
6.14 Safety Representarive ...-.................. ................ .............. ................................... ............ ..................... ........ ............. 22
6.15 Hazard CommUnication Programs ........................................................................................................................ 22
EJCDC C-700 Standard General Conditions of the Construction Contract.
Copyright (g 2002 National Society of Professional Engineers for EJCDC. All rights reserved.
flO"7l\fI. _.,
'::::\~.1"'~y~::,,"~r'''7.'':'!lI~>r.:~~-~~~''''~~:~H~ '::' '.,
, :"~'~'''I''.:~~,--'':''::'-:-:'~..'~:~:oKl~~'~''~:,\~~v:c~~;,,:~S:-~'"r1~:'~."'"-"7'''.
GENERAL CONDITIONS
ARTICLE 1 - DEFINITIONS AND TERMINOLOGY
l.0] Detlned Terms
A. Wherever used m the Bidding Requirements
or Contract Documents and pnmed with lllinal capita]
letters, the terms listed below will have the meanings
mdicated whIch are applicable to both the smgular and
plural thereof. In addition to terms specifically defined,
terms with imtial capital letters 1Il the Contract
Documents lllclude references to Identified articles and
paragraphs, and the tItles of other documents or forms,
1. Addenda--Written or graphic mstruments
Issued prior to the openlllg of Bids which clarify correct,
or change the Bidding ReqUIrements or thc proposed
Contract Documents.
2. Agreemenl-- The written mstrument which is
evidence of the agreement between Owner and Contractor
covenng the Work.
J. Application for Pavment-- The form acceptable
to Engllleer which is to be used by Contractor dunng the
course of the Wark III requestmg progress or final
payments and which is to be accompanied by such
supportmg documentanon as IS reqmred by the Contract
Documents.
4. Asbestos--Any matenal that contallls more
than one percent asbestos and IS triable or IS releasing
asbestos fibers into the alT above current actIOn levels
established by the Umted States OccupatIOnal Safety and
Health Adnumstration
5. Buj--The offer or proposal of a Bidder
submItted on the prescribed form settmg forth the prices
for the Work to be performed.
6. Bidder-- The llldlvidual or entIty who sub nuts
a Bid directly to Owner.
7. Bidding
ReqUirements and the
(mcluding an Addenda).
Documents--The Bidding
proposed Contract Documents
8. Bidding Reqwrements--Thc Advemsement or
InvltatlOn to Bid, Instructions to Bidders, bid secunty of
acceptable fonn, If any, and the Bid Form with any
supplements.
9, Change Orcler--A document recommended bv
Engmeer whIch IS SIgned by Conrractor and Owner and
authonzes an additIOn, deletIOn, or reviSIOn m the W orl..:
or an adJustmem III the Conrract Pnce or the Conrracl
Times, issued on or after the Effective Date of the
Agreement.
10. Clmm--A demand or aSSertlOn by Owner or
Contractor seek1l1g an adjustment of Contract Pnce or
Contract Times, or both. or other rellef With respect to the
tenn.\ of the Contract. A demand for money or servIces by
a third party IS not a Claim.
11. Contract-- The entITe and mtegrated wntten
agreement between the Owner and Contractor concemmg
the Work. The Contract supersedes pnor negotlatlons,
representatIOns, or agreements, whether wrItten or oral
12. Contract Documcnts-- Those llems so
deSIgnated m the Agreement. Only pnntcd or hard CllplCS
of the items l1sted m the Agreement are Contract
Documents. Approved Shop Drawmgs, other c.:ontractor's
subnuttals, and the reports and drawings of subsurface
and phYSIcal condItIOns are not Contract Documents.
13, Contract Price-- The moneys payable by
Owner to Contractor for completion of the Work 111
accordance with the Contract Documents as stated In the
Agreement (subject to the provIsions of Paragraph I 1.03
III the case ofUnlt Pnce Work).
14. Contract Times-- The number of days or the
dates stated in the Agreement to (i) achieve Milestones, If
any, (il) achieve Substantlal Complenon; and (iii I com-
plete the Work so that It IS ready for fmal payment as
eVIdenced by Engmeer's wntten recommendatIon of final
payment
15, Contractor--The Illdivldual or entity with
whom Owner has entered mto the Agreement.
16. Cost of the Work--See Paragraph j 1.0l.A for
defmltlOn.
17. DrawlI1gs-- That part of the Contract
Documents prepared or approved by Engineer whIch
graphIcally shows the scope, extem, and character en the
Work to be performed by Contractor. Shop DraWings and
other Contractor subrmttals arc not Drawmgs as so
defined.
18. Effective Date of the Agreemcnt-- The date
mdlcated III the Agreement on which It becomes effective,
but if no such date IS mdlcated, it means the date on
which the Agreement is slgned and delivered by the last
of the two partIes to sign and deliver.
19, Engzneer-- The mdividual or emity named as
such ill the Agreement.
EJCDC C-700 Standard General Conditions ot the Construction Contract.
Copyright (f) 2002 National Society of Professional Engineers for EJCDC. All rights reserved.
00700 - 5
.'.'.".":':':l-:.T:W~!~:
J
,
.
4
..
.-
J
3
,
.
.
II
~
J
:I
,
'I
III
.
-
;I
~
:I
.
-
I
I
I
I
t
.
It
.
.
E
E
I:
lit
.
.
~
C
C
p
.
l-
.
l-
t
20 Field Order--A wrItten order issued by
Engmeer whIch reqUIres rrunor changes in the Work but
whIch does not involve a change in the Contract Pnce or
the Contract Times.
21. General Requiremenrs--Sections of DIVISIOn
1 of the SpecIfications. The General Requirements pertam
to all sections of the SpeClficatlons.
22. Ha:.ardous Envlronmel1wI Condawn-- The
presence at the Site of Asbestos, PCBs, Petroleum,
Hazardous Waste, or RadlOactlve Material in such
quantJtJes or circumstances that may present a substantial
danger to persons or property exposed thereto III
connectlon with the Work.
23. Hawrdous Wastl'--The term Hazardous
Waste shall have the meaning provided in SectIOn 1004 of
the Sohd Waste DIsposal Act (42 use SectlOn 6903) as
amended from time to tIme.
24. Laws and Regulations: Laws or Regularzons-
-Any and all applicable laws, rules, regulatIOns, ordinanc-
es, codes, ancl orders of anv and all governmental bodies,
agencies, authorities, ancl courts havmg jurisdicnon.
25. Llens--Charges,
encumbrances upon Project
personal property.
security interests, or
funds, real property, or
26. Milestone--A prmcipal event specified m the
Contract Documents relatmg to an mtermediate comple-
tIon date or time pnor to Substantial Complenon of all the
Work.
27. Notice o( Award--The wntten notice by
Owner to the Successful Bidder stanng that upon timely
compltance by the Successful Bidder with the condltlOns
precedent listcd therein, Owner will SIgn and dehver the
Agreement.
28. Notice to Proceed--A wrttten notice given by
Owner to Contractor fixmg the date on WlllCh the Con-
tract Times will commence to nut and on which
Contractor shall start to perfonTI the Wark under the
Contract Documents.
29 Owner-- The indlvidual or entity with whom
Contractor has entered mto the Agreement and for whom
the Work is to be performed.
30. PCBs--Polychlonnated blphenyls.
31. Pctroleum--Petroleurn, mcluding crude oil or
any fraction thereof which IS liqUId at standard conditlons
of temperature and pressure (60 degrees Fahrenhelt and
) 4.7 pounds per square mch absolute), such as oiL
petroleum, fuel oil, oil sludge, oil refuse, gasoline,
kerosene, and oil mixed WIth other non-Hazardous Waste
and crude oils.
'.1'.,- ~'."."~r~.
, .;~"':::':':"'!'~~:~~11'~~~I:~:~i.r:,;,
32. Progress Schedule--A schedule, prepared and
maintained by Contractor, describmg the sequence and
durallon of the actlvltles compnsing thE' Contractor's plan
to accomplish the Work within the Contract TImes.
33. ProJecl-- The total constructIOn of which the
Work to be performed under the Contract Documents may
be the whole, or a part.
34 Project Manual-- The bound documentary
informatIOn prepared for bidding and constructmg the
Work. A lIstmg of the contents of the Project Manual,
which may be bound m one or more volumes, IS
contamed in the table( s) of contents.
35. RadioactIve Material--Source, special nucle-
ar, or byproduct matenal as defined by the Atomic Energy
Act of 1954 (42 USC SectIOn 2011 et seq.) as amended
from nme to tlme.
36. Related Entltv -- An officer, director, partner,
employee, agent, consultant, or subcontractor.
37. ReSident Project Representatlvc-- The autho-
rized representative of Engineer who may be asslgned to
the SIte or any part thereof.
38. Samples--Physica1 examples of materials,
eqUlpment, or workmansmp that are representatIve of
some portIon of the Wark and which establish the
standards by WhlCh such portion of the Work will be
Judged.
39. Schedule of Submlttals--A schedule, prepared
and maintamed by Contractor, of required submittals and
the tIme reqUlrements to support scheduled performance
of related construction activitles.
40. Schedule of Values--A schedule, prepared
and mamtamed by Contractor, allocating portions of the
Contract Pnce to various portIOns of the Work and used
as the baSIS for reVIewing Contractor's Applicatlons for
Payment.
41. Shop Drawzngs--AIl dra wmgs, diagrams,
illustrations, schedules, and other data or informatIOn
which are speCIfically prepared or assembled by or for
Contractor and subrmtted by Contractor to illustrate some
portion of the Work.
42. Sllc--Lands or areas mdicated in the Contract
Documents as bemg furnished by Owner upon whIch the
Work IS to be performed, includmg nghts-of-way and
easements for access thereto, and such other lands
furnished by Owner whIch are deslgna ted for the use of
Contractor. .
43. Specifications-- That part of the Contract
Documents conSIsting of '.vritten requITements for
matena1s, eqUIpment systems, standards and
workmanshIp as applied to the Wark, and cenain
EJCDC C-700 Standard General Conditions of the Construction Contract.
Copyright (fJ 2002 National Society of Professional Engineers lor EJCDC All rights reserved.
00700 - 6
'~~~,"o"~~::"-'\'" "
. ~,: " '; ~,~I?';:"7"I':,i:':?"""':::;:,7i"i',;"'~r.~~~~~~',,,;"'"l"'."
,:~~"~- :".:",~",,,,,,,~\,,,,,,,,,,:,,,,,,,,,,~:,'t""" ';~ -""'""';'"~'~., .
,,",. "', T"Y: \~'~'~::?~~~ ~~~,:r::'\'[, 0: j.
adrmmstratJve reqUJrements and procedural matters
applIcable thereto,
44. Subcontractor--An indivIdual or entny
havmg a dIrect contract wnh Contractor or with any other
Subcontractor for the performance of a part of the Work
at the Site.
45. Suhstantlal Cump/etlOn--The tIme at whIch
the Work lor a speCIfied part thereof) has progressed to
the pomt where, In the opmlOn of Engmeer, the Work (or
a speCIfied part thereof) IS suffiCIently complete, m
accordance with the Conrract Documents, so that the
Work (or a specified part thereof) can be utilized for the
purposes for whIch 11 IS mtended. The tenus "substantIally
complete" and "substantJally completed" as applied to all
or part of the Work refer to Substant13l CompletJon
thereof.
46. Successful Bidder--The Bidder subrmttmg a
responsive Bid to whom Owner makes an award,
47. Supp lem en tall' ConditlOns--That part of the
Contract Documents whIch amends or supplements these
General ConditIOns.
40 Supplier--A manufacturer, fabrIcator,' suppli-
er. distrihutor, matenalman, or vendor havmg a direct
contract with Contractor or with any Subcontractor to
furmsh materials or eqUIpment to be incorporated in the
Work hy Contractor or any Subcontractor.
49. Underground Fl.lcilmes--All underground
pipelines, conduits, ducts, cables, WIres, manboles, vaults,
tanks, tunnels, or other such facilities or attachments, and
any encasements contammg sucb facilities, including
those that convey electrictty, gases, steam, liqUId
petroleum products, telephone or other communicatIOns,
cable teleVIsion, water, wastewater. storm water, other
liquids or chermcals, or traffic or other control systems.
50. Unll Pnce WOl"k--Work to be paid for on the
basis ofUlllt pnces.
51. Work-- The entlre constructlOn or the vanous
separatel y identifiable pans thereof reqUlred to be
provided under the Contract Documents. Work includes
and IS the result of perforrmng or providmg all labor,
servIces, and documentatIOn necessary to produce sucb
constrUctlOn, and fumlshmg, lllstalling, and mcorporating
all materials and eqUIpment mto such construction, all as
reqUlred by the Contract Documents.
but IS eVIdence that the panIes expect that the change
prdered or documented bv a Work Change Dlrec!lve will
be mcorporated in a subsequently Issued Change Order
followmg negotIations by the pames as to ItS effect, if
any, on the Contract Pnce or Contract TImes.
1.02 Terminologv
A. The followmg words or terms are not derlned
but, when used III the BIdding Requirements 'or Contract
Documents, have the fO]]owlDg mealllng.
B. !ntenl ofCertazn Terms 01" Ad/eCllves
1. The Contract Documents melude the terms "as
allowed," "as approved," "as ordered", "as directed" ur
terms of like effect or impon to authOrIze an exerCIse of
professlOnal Judgment bv Engmeer. In add1l10n, the
adjectIves "reasonable," "sultabl e," "acceptable,"
"proper," "satIsfactory," or ad]ectJVes of like effect or
Import are used to describe an actIOn or deterrmnatIon oj
Engllleer as to the Work. It is mtended that such exercIse
of profeSSIOnal judgment, action or determinatIOn will be
solely to evaluate, m general, the Wark for comphance
with the reqUIrements of and informa non tn the Contract
Documents and conformance with the deSIgn concept of
the completed Project as a fUnctlonmg whole as shown or
mdicated in the Contract Documents (unless there E J
specific statement indicating otherwIse I. The use of any
such tem1 or adJ eC'lIVe IS not intended to and shall not he
effective to assign to Engmeer any duty or authonty to
supervIse or direct the performance of the Work or any
duty or authonty to undertake responsihlJJty contrary to
the proviSIOns of Paragraph 9,09 or Jny other proVISIOn of
the Contract Documents.
C. Dav
1, The word "dav" means a calendar day
of24 hours measured from rmdmght to the next midmght.
D. De1ecllvc
1. The word "defectIve," when modifymg the
word "Work," refers to Work that is unsatisfactory,
faulty, or defiCIent III that it:
a. does not conform to the Contract Documents,
or
h. does not meet the reqUlrements of any
applicable mspecnon, reference standard, test or
approval referred to m the Contract Documents,
or
52. Work Change Dlrecrive--A wntten statement
to Contractor Issued on or after the Effective Date of the
Agreement and SIgned by Owner and recommended by
Engineer ordenng an additIOn, deletIOn, or reviSlQn m the
Work, or respondmg to diffenng or unforeseen subsurface
or phvslcal conditions under which the Work IS to be
performed or to emergenCIes. A Work Change Directive
will not change the Contract Pnce or the Contract TImes
EJCDC C-700 ~tandard General Conditions of the Construction Contract.
Copyright iO 2002 Nalional Society of Professiunal Engineers for EJCDC All rights reserved,
00700 - 7
c. has been damaged prIor to Engmeer's -
recommendation of final payment I unless
responsibility for the protection thereof has been
assumed by Owner at SubstantIal Compietion in
accordance wlth Paragraph 14.04 or 14.05)
",",.;t'~
:II
.
.
'I
.
.
:I
:I
,
.
.
.-
.
.
3
,
,
1
.
.-
~
)
J
.
-
.-
I
I
I
I
I
I
.
t
I
I
I
.
.
l-
E
E
E
E
It
.
.
r
E. Frml/sh. install. Per(orm, Provide
1. The word "furnish," when used m connection
wIth services, matenals. or eqUIpment. shall mean w
supply and deilYer said services, matenals. or equmment
to the Site lor some Olher specified locatIOn I ready for use
or mstalbnon and 111 usable or operable condition
:. The word "!Usta!!." when used 111 connectIOn
wnh senllces. matenals. or eqUIpment. shall mean w put
mlO use or place m final posmon said servIces, matenals,
or eqUIpment complete and ready for lI1tended use.
-' The words "perfoml" or "proYlde," when used
111 connection with serVices, matenals, or equipment shall
meun to furnish and mstal1 said services, matenals, or
eqUIpment complete aDd ready for mtended use.
.:;. When "furnish," "install," "perform," or "pro-
Vide" IS not used m connection WIth serVIces, matenals, or
eqUIpment HI a context clearly requmng an obl1gatlon of
l-;ontractor, "proVIde" IS lmpl1ed.
F. Unless stated otherWise 111 the Contract Docu-
ments, words or phrases whieh have a well-knovyn
techmcal or construction mdustry or trade meamng are
used HI tbe Contract Documents HI accordance wah such
recogmzed meamng.
ARTICLE 2 - PRELIMINARY MATTERS
2.01 De/Ivery afBonds and EVIdence of insurance
A. When Contractor delivers the executed
counterparts of the Agreement to Owner, Contractor shall
also deliver to Owner such bonds as Contractor may be
requued to furmsh.
B. EVIdence or insurance.' Before any Work at
the Site IS started, Contractor and ()wner shall each
deliver to the other, With COplCS to each additlOnallllsured
IdentIfied in the Supplementary CondItIOns. certificates of
msurance (and other evidence of Hlsurance which either
of them or any additlOnal msured may reasonab1v request!
which Contractor and Owner respectlvelv are reqUIred to
purchase and mmntain 111 accordance w1th Article S.
2.0:2
COpieS 0/ Documents
A. Owner shall furnish to Contractor up to ten
pTlnted or hard copies of the Drawmgs and Project
Manual. Addillonal caples will be furmshed upon request
at the cost of reproductlOn.
2.03 Commencement al Contract Times: Notice [(I
Proceed
A. The Contract TImes will commence to run on
the thimeth day after the Effecnve Date of the Agreement
\ ':.',::I,~~,;;~:,
. ""', ~~~\'I~~~~'r~.";':"":~.I';',' ;;:
or. If a Notice 10 Proceed IS gIven, on the day Illdicated in
the Nonce to Proceed. A Nonce to Proceed may be gIven
at am' tIme withm 30 days after the Effective DaTe of the
Agreement. In no evenl will the Contract Times com-
mence to run later than the sIxtieth day after the day of
Bid opening or the thirtieth day after the Effective Date of
the.Agreement whichever date is earlier
2.04 Starting tht' ',fork
A. Contractor shall start to perform tbe Work on
the date when the Contract Times conunence to run No
Work shall be done at the Site pTlor to the date on which
the Contract Times commence to run.
2.0.5 Beton' Swrlll1g Cunstructlon
A. Pre/zmman' Schedules Withlll 10 days after
the Effective Date of the Agreement I unless otherwise
specified 111 the General ReqUIrements), Contractor shall
subnut to Engineer for tImely review:
1. a prelimmary Progress Schedule: mdicatlllg
the tImes (numbers of days or dates l for stamng and
c:ompleting the vanous stages of the Work, indudmg any
Milestone~ specified in the Contract Documents:
2. a prelnrunary Schedule of Subrmttals; and
3 a prclnnmary Schednle of Values for all of the
Work which mcludes quanutles and pnces of items which
when added together equal the Contract Pnce and subdl-
vldes the Wark m10 component parts III suffiCIent detml to
serve as the basis for progress payments during
performance of the Work. Such pnces will mclude an
appropnate amount of overhead and profIt applicable to
each Item of Work.
2.06 PreconstructlOn Conference
A. Before any Work at the Site IS started. "
conference attended by Owner, Comractor, Engllleer. and
others as appropnate v'll11 b<: held l<,1 eo;tabllsh a workmg
understandmg among the parties as to the Work and to
dISCUSS the schedules referred to in Paragraph 2.0S.A.
procedures for handling Shop Dra wmgs and other
submittals, processmg ApplicatIOns for Payment, and
maimammg requued records.
2.07
lnmal Acceptance afSchedules
A. At least 10 days before subrrusSlon of the first
Application for Payment a conference attended by
Contractor, Engineer, and others as appropnate will be
held to review for acceptability to Engineer as provided
below the schedules subrrutted in accordance With
Paragraph 2.05.A. Contractor shall have an addltional 10
davs to make correctIOns and adjusnnems and to complete
and resublUlt the schedules. No progress payment shall be
made to Contractor until acceptable schedules are
suormtted to Engmeer.
EJCDC C-700 ~tandard General Conditions of the Construction COnlract.
Copyright (lj 2002 National Society of Professional Engineers for EJCDC. All rights reserved.
0070U - R
L :';;~'
.1.02 Subsur(ace and Phvs/cal Conditions
A. Reports and Drawl71gs' The Supplementary
Conditiom identify:
1. those repons of explorations and tests of
subsurface conditlOns at or contiguous to the SIte that
Engmeer has used m prepanng the Contract Documents:
and
2. those drawmgs of physical conditIOns in or
relating to eXlstmg surface or subsurface strUctures at or
contIguous to the Site (except Underground FacilJtJes)
that Engmeer has used m preparing the Contract
Documents.
B. Lim/ted Reliance 01' Contractor on Technical
Data A uthonzed' Contractor may rely upon the general
accuracy of the "technIcal data" contamed m such repons
and drawmgs. but such reports and drawmgs are not
Contract Documents. Such "techlllcal data" IS identified
ill the Supplementary ConditlOns. Except for such rehance
on such "technIcal data," Contractor may not rely upon or
make any claim against Owner or Engineer, or anv of
theIT Related EntItles with respect to:
1. the completeness of such reports und drawmgs
for Contractor's purposes, includmg, but not limited to,
any aspects of the means, methods, techniques,
sequences, and procedures of constructIOn to be employed
by Contractor, and safety precaullons and programs
illcident thereto: or
'1 other data, ffiterpretatJOns, opinions, and
information contamed in such reports or shown or
mdicated in such drawmgs; or
3. any Contractor mterpretation of or conclUSIOn
drawn from any "technical data" or any such other data,
mterpretatlons, opmlOns, or mformanon.
,1.03
D((fering Subsurface or Phvslcal Condznons
A. Notice' If Contractor believes that any subsur-
face or physical condition at or connguous to th~ SIte that
IS uncovered or revealed either:
I. is of such a nature as to establish that any
"techmcaI data" on which Contractor IS entitled to rely as
provIded in Paragraph 4.02 IS matenally inaccurate, or
2. IS of such a nature as to reqUlre a change m the
Contract Documents; or
3. dlffers materially from that shown or mdicated
ill the Contract Documents; or
.""-"":;:.~".""'.'.."";1"-'"'-,.'.'.'.'."- ~"- " .".
4. 1S of an unusual nature, and differs matenally
from conditIons ordmanly encountered and generally
recoglllzed as mherent m work of the character proVided
for m the Contract Documents;
then Contractor shall, promptly after becoming aware
thereof and before further dlsrurbing the subsurface or
phYSIcal condItIOns or performmg anv Wark m connec-
tIOn therewith t except lD an emergenc'.' as reqUlred by
Paragraph 6.16.A), nonfy Owner and Engmeer in wntmg
about such condition. Contractor shall not further disturb
such condmon or perform any Work m cormectlOn
therewith (except as aforesaId) until receIpt of wntten
order to do so.
B. Engineer's Review: After rece1pt of written
notice as reqUlred by Paragraph 4,03.A, Engmeer WIll
promptly reV1ew the pcmnent conditIOn, determme the
necessIty of Owner's obtammg additIOnal exploratIon or
tests WIth respect thereto, and advlse Owner III wntir~~
(with a copy to Contractor) of Engmeer' S findmgs and
conclusions.
C. Possible Pnce and Times Adjustments
1. The Contract Pnce or the Contract Times, or
both, will be eqUItably adjusted to the extent that the
eXlstence of such differmg subsurface or phYSIcal
condltlon causes an mcrease or decrease m Contractor's
cost of, or time reqUITed for, performance of the Work:
subject, however, to the followmg:
a.. such condition must meet anyone or more of
the categones described III Paragraph 4.Q3,A:
and
b. Wlth respect to Wark that 1S paid for on a Urnt
Pnce BaSIS, any adjustment in Contract Pnce
will be subject to the prOVIsions of Paragraphs
Y.07 and 11.03.
.., Contractor shall not he entItled to any
adJustment in the Contract Pnce or Contract Trmes 11:
a. Contractor knew of the existence of such
condItIOns at the hme Contractor made a final
comnntment to Owner with respect to Contract
Price and Contract Times by the submiSSIOn of a
Bid or becommg bound under a negotiated
contract; or
b. the eXIstence of such conditIon could
reasonably have been dIscovered or revealed as a
result of any exarmnanon, investlganon, explo~
ratIOn, test, or study of the Site and conttguous
areas reqUITed by the Bidding ReqUIrements or
Contract Documents to be conducted bv or for
Contractor prior to Contractor's makmg such
final comrrutment;or
EJCDC C-700 ~tandard General Conditions of the (onstruetion Contract.
Copyright rJ.) 2002 National Society of Professional Engineers for EJcnc. All rights reserved.
0070n - 11
=-
~
I. If an Underground Facility IS uncovered or
revealed at or cont1guous to the SHe which was not shown
or mdKated, or not shown or mdlcated w1th reasonable
accuracy 1Il the Contract Documents, Contractor shall,
promptlv after becoITlmg aware thereof and before further
dlsturbmg conditlOns affected thereby or perfonrung any
Work in connection therew1th I except in an emergency as
requITed by Paragraph 6.16.A), ldentify the owner of such
Underground Facility and glVe wntten nOllce to that
owner and to Owner and Engmeer. Engmeer will
EJCDC C-7oo Standard General Conditions of the Construction Contract.
Copyright @ 2002 National Society of Professional Engineers for EJCDC. All rights reserved.
()()700. 12
--
-
.
.
.
c
c
~
t
l-
I:
C
C
~
a-
.
..
~
c
~
,.
.
~
e.
2. C:ontracwr failed to give the wntten nonce as
reqUIred by Paragraph 4.03./1..
3. If Owner and Contractor are unable to agree
un entitlement to or on the amount or extent. If any, of
~lIly adjustment m the Contract Pnce or Contract TImes,
or both, a Clarm ma y be made therefor as proVIded m
Paragraph] 0.05. However. Owner and Engmeer, and any
,-,t theIr Related EntlIles shall not be liable to Contractor
for any claIms. costs. losses, or damages (mcludmg but
nOll1mlted to a11 fees md charges of engmeers, architects,
anome)'s, and other professIOnals and all court or
arnmatlon OJ other dIspute resolution costS) sustameU bv
Contractor on or m connecnon with any other project or
antIClpa ted prol eel.
4.04 Underground Facz/lIIes
A. Shown (II' Indicated. The miOill1atlOn and data
shown or ll1dleated In the Contract Documents WIth
respect to eXlstll1g U ndergrouncl F ac ilitlCs at or
conngu()us to thL' SIte IS based on lIltolmarion and data
rumlshed to Ciwner or Engll1eer by the owners of such
llnderground Facll1t1cs, mcludmg Owner, or hy others.
Unless 11 IS otherWIse expressly prOVIded III the Sup-
pJememJTV ConditIOns:
l. Owner ,md Engll1eer shal1 not be responsible
for the accuracy or completeness of any such ll1fOrmatlOn
or data: Jnd
2. the cost of all of the followmg will be
ll1cluded m the Contract Pnce, and Contractor shall have
full responsiblhty for:
J. revlewlllg and checking all such informatIOn
and data,
b. locating all Underground FacilitIes shown or
mdIcated in the Contract Documents.
c. coordmatLon of the Work WIth the owners of
such Underground Facilines, mcludmg (Jwner,
during conS1TUcnon, and
d. the safety and protectIOn of a]] such Under-
f,'Tound FacilitIes and repaning any damage
thereto resultll1g from the Work.
8 Nor Shown or Indicated
'.~.\ ~"
promptlv reV1ew the Underground FacilIty and determme
the extent. if any, to whIch a change IS requued 111 the
Contract Documents to reflect and document the
consequences of the existence ar locatlon of the Under-
ground FaClhtv. Dunng such tlme, Contractor shall be
responsible for the safety and protection of such
Underground FaClltty.
:::. If Engineer concludes that a change 1Il the
Contract Documents IS reqUlred. 8 Work Change
DIrectIve or a Change Order wi]] be issued to reflect and
document such consequences. An equItable adjustment
shall be made m the Contract Pnce 0)' Contract Times, or
both, to the extent that thev are attributable to the
eXIstence or location of any Underground Facihty that
was not shown or mdlcated or not shown or mdlcated
with reasonable accuracy III the Contract Documents ancl
that Contractor did not know of and could not reasonabh
have been expccted io be aware of or to have anllc1patecl.
If Owner and Contractor are unable to agree on
entItlement to or on the amount or extent, lf any, of any
such adiusID1enr m Contract Pnce or Contract Times,
Owner or Contractor may make :l Clam) therefor as
proVIded m Paragraph ]0.05.
4.05 Reterenu: p()lnts
A. Owner shall provide engmeenng surveys to
esmbhsh reference pomts for constructlOn wh1ch III
Engmeer's Judgment are necessary to enable Contractor
to proceed with the Work. Contractor shall be responsible
for laymg out the Work. shall protect and preserve the
established reference pOIntS and property monuments, and
shall make no changes or relocations without the pnar
wntten approval of Owner. Contractor shall report III
Engmeer whenever any reference pomt or property
monument IS lost or destroyed or reqUlres relocation
because of necessary changes m grades or locanons, ancl
shall he responsible for the accurate replacement or
relocatIOn of such reference pomt:; or property
monuments by professionally qualified persormel.
4.06
Hazardous Envlronmentai CundlllolJ at SlIe
A. Reports and Drawmgs: Reference IS made to
the Supplementary Conditions for the ldentificatlOn of
those reports and drawmgs relatmg to a Hazardous
EnvlTonmental CondItIon identIfied at the Slle, If any, that
have been utihzed by the Engmeer in the preparatIon of
the Contract Documents.
B. Lin1lted Re!wnce b.v Contractor on Technical
Daw AuthOrized, Contractor may rely upon the genera]
accuracy of the "technical data" contamed in such reports
and drawmgs, but such repons and drawings are not
Contract Documents. Such "techmcal data" IS identified
m the Supplementary ConditIOns. Except for such reliance
on such "technical data," Contractor may not rely upon or
make any claim agamst Owner or Engineer, or any of
theIr Related Entitles WIth respect to:
1_ the completeness of such reports and drawmgs
for Contractor's purposes, mcluding, but nOl lnnned to,
any aspects of the means, methods, technIques, sequences
and procedures of construction to be employed by
Contractor and safety precautlOns and programs incident
thereto; or
') other data, mterpretatlOns, opimons and
mforrnatlon contained m such repons or shown' or
mdlcated m such drawmgs; or
3 _ any Contractor interpretation of or conclusion
drawn from ;my "technical data" or any such other data,
mterpretatJOllS, opmlOns or mformatlOn_
C. Contractor shall not be responsible for any
Hazardous Envlrorunenta] CondJtJon uncovered or re-
vealed at the SIte which was not shown or mdlcated In
Drawmgs or Specificanons or identIfied m the Contract
Documents to be withm the scope of the Wark.
Contractor shall be responsible for a Hazardous
Environmental Condition created with any matenals
brought to the Site by Contractor, Subcontractors,
Supphers, or anyone else for whom Contractor IS
responsible.
D. If Contractor encounters a Hazardous
EnVIronmental ConditlOn or If Contractor or anyone for
whom Contractor 15 responsible creates a Hazardous
Environmental ConditlOn, Contractor shall unmediatcly:
(i) secure or otherwIse Isolate such conditIOn; (ii) stop all
Work m connectIon with such conditJon and m any area
affected thereby (except m an emergency as requlted by
Paragraph 6.16,Al; and (iii) notify Owner and Engmeer
(and promptly thereafter -confirm such notIce m wntmg).
Owner shall promptly consult with Engmeer concernmg
the necessity for Owner to retain a qualified expert to
evaluate such conditlOn or take correCTIve actlOn, if any.
E. Contractor shall not be reqUIred to resume
Work in connectJon with such condition or m any affected
area untl] after Owner has obtamed any required petmlts
related thereto and dehvered to Contractor written nonce:
(i) specifymg that such condJt1on and any affected area IS
or has been rendered safe for the resumption of Work; or
(ii'l specifying anv speCIal conditions under whIch such
Work may be resumed safely. If Owner and Contractor
cannot agree as to entitlement to or on the amount or
extent if any, of any adjustment m Contract Pnce or
Contract TImes, or both, as a result of such Work st'op-
page or such special conditlons under which Work IS
agreed to be resumed by Contractor, eIther pany may
make a ClaIm therefor as provlded in Paragraph 10,05.
entnlement to or on the amount or extent, if any, of an
adjustment In Contract Pnce or Contract Times as a result
of deletmg such portIon of the Work, then eIther parry
may make a ClaIm therefor as proVIded In Paragraph
10.05. Owner may have such deleted portJon of-the Work
performed by Owner's own forces or others m accordance
with ArtIcle 7.
G To the fullest extent permItted by Laws and
RegulatlOns, Owner shall indemnify and hold harmless
Contractor, Subcontractors, and Engineer, and the
officers, directors, partners, employees, agents,
consultants, and subcontractors of each and any of them
from and agamst all claIms, costs, losses, and damages
(mcluding but not lirruted to all fees and charges of
engmeers, archItects, attorneys, and other professlOnaJs
and all coun or arbJtTatJon or other dispute n:solutlOn
costs I ansmg out of or relating to a Hazardous
Envltonmcntal ConditIOn, provided that such Hazardous
Envltonmental ConditlOn: (i I was not shown or mdlcated
m the Drawmgs or SpeclficatJOns or Identified III the
Contract Documents .to be included withm the scope of
the Work, and (ii) was not created by Contractor or bv
anyone for whom Contractor IS responsible, Nothmg 1ll
this Paragraph 4,06 G shall obligate Owner to indemnify
any mdividual or enmy from and against the conse-
guences of that indiVIdual's Or ennty's own negligence_
H_ To the fullest extent permitted by Laws and
RegulatIons, Contractor shall mderrullfy and hold
harmless Owner and Engmeer, and the officers, dltectors,
partners, employees, agents, consultants, and
subcontractors of each and any of them from and agamst
all c1amlS, costs, losses, and damages (including but not
InDited to all fees and charges of engmeers, archItects,
attorneys, and other professlOnals and all court or
arbmatlOn or other dispute resolutlOn costs) arismg out of
or relat1l1g to a Hazardous Envlronrnental Condition
created by Contractor or by anyone for whom Contractor
15 responsible. Nothmg in this Paragraph 4.06.H shall
obligate Contractor to mdemmfy any mdlvidual or entIty
from and agamst the consequences aftha! mdivldual's or
entIty's own negligence.
1. The provlslOns of Paragraphs 4,02, 4,03, and
4 04 do not apply to a Hazardous Envltonmental
ConditlOn uncovered or revealed at the Site.
ARTICLE 5 - BONDS AND INSURi~' NCE
5.0 I Pe7/ormance, Payment, and Other Bonds
F. If after receipt of such wrItten notIce A. Contractor shall furTIlsh performance and
Contractor does not agree to resume such Work based on payment bonds, each lD an amount at least equal to the
a reasonable belief Jt is unsafe, or does not agree to Contract Price as secunty for the faIthful performance and
resume such Work under such speclal condItions, then payment of all of Contractor's obligations under the
Owner may order the portion of the Work that is in the Contract Documents. These bonds shall remam m effect
area affected by such conditIon to be deleted from the until one year after the date when final payment becomes
Work. If Owner and Contractor cannot agree as to due or until completIOn of the correCllon period specified
EJCDC C-700 Standard General Conditions of the Construction Contract.
Copyright ~ 2002 National Societv of Professional Engineers lor EJCDC All rights reserved,
--
:J
:t
-t
..
..-
:.
=-
,
III
.
.-
~
=-
,
~
-
...
l-
I
C
C
E
1'1
.i
It'!
~j
C
~
t
l-
I:
c:
C
I:
l-
.
.
f
in Paragraph 13.07, whichever 1S later, except as provided
orherw1se by Laws or RegulatIOn:; or by the Contract
Documents. Contractor shall also fUm1sh such other
bonds as are reqUlred by the Contract Documents.
B. All bonds shall be m the form prescribed by
the Contract Documents except as provided otherw1se by
Laws or RegulatIOns, and shall be executed by such
surenes as are named 111 the current list of "Compames
Holding Certlficates of Authonry as Acceptable Sureties
on Federal Bonds and as Acceptable Remsunng Compa-
mes" as pubhshed 11l Circular 570 (amended) by the
Fmanc1al Management ServIce, Surety Bond Branch, U.S.
Department of the Treasurv. All bonds SIgned by an agent
must be accompamed by a certified copy of the agent's
authonty to act.
C. If the surety on any bond fum1shed by
Contractor 1S deciared bankrupt or becomes msolvent or
its nght to do busmess lS terrmnated in any state where
any part of the Project 1S located or It ceases to meet the
reqUIrements of Paragraph S.01.B, Contractor shall
promptly notlfy Owner and Engmeer and shall, w1thm 20
days after the event glvlllg rise to such notlficanon,
provide another bond and surety, both of whIch shall
comply wllh the reqUlrements of Paragraphs S01.B and
5.02.
5.02 Licensed Sureties and Insurers
A. All bonds and rnsurance reqUlred by the
Contract Documents to be purchased and rnamtained by
Owner or Contractor shall be obtarned from surety or
lIlsurance compames that are duly hcensed or authonzed
In the JunsdictlOll in which the Project 1S located to Issue
bonds or rnsurance policies for the lunits and coverages
so requlled. Such suretv and msurance compames shall
also meet such additlOnal requ1rements and qualifications
as may be provided lD. the Supplementary ConditIOns.
5.03
Certlficates afInsurance
A. Contractor shal1 deliver 10 Owner, W1th copIes
to each additIOnal insured identified in the Supplementary
Cond1tions, certIficates of insurance (and other evidence
of msurance requested by Owner or any other addItIOnal
insured) which Contractor is requaed to purchase and
mamtam.
B. Owner shall deliver to Contractor, w1th copies
to each additional msured identified in the Supplementary
CondltlOns, certIficates of insurance I and other eVIdence
e>f insurance requested by Contractor or any other
additlOnal ll1sured I which Owner 1S required IO purchase
and mamtain.
5.04 Contractor's Lzabihty Insurance
..' .co,:'; :.;'.,c-c,',-,;-;::',i:;C..' :"~':.<,~~r:rm.:', ~
.l'-':.,~T:':~:"iI:\Il"(:''';.''
. -; ~-I., '1"!;1.='.
from claims set forth below which mav arise Out of or
result from ContraCIOr' s performance of the Work and
Contractor's other obltgatlOns under the Contract
Documents, whether It is to be performed by Contractor,
any Subcontractor or Supplier, or by anyone dIrectly or
indirectly employed by any of them to perform any of the
Work, or by anyone for whose acts any of them may be
liable:
1. cla1TllS under workers' compensation,
dlsabllity benefits, and other slTI1l1ar employee benefit
acts;
2, claims for damages because of bodily injury,
occupatIOnal SIckness or disease, or death of Contractor's
employees;
3. cla1TllS for damages because of bodily injury,
slckness or disease, or death of any person other than
Contractor's employees;
4. clarrns for damages msured by reasonably
available personal inJUry liabihty coverage which are sus-
tamed:
a. by any person as a result of an offense directly
or mdirectly related to the employment of such
person by Contractor, or
b. by any other person for any other reason;
S. claims for damages, other than to the Work
1tsclf, because of injury to or destructlOn of tangible
property wherever located, including loss of use resulting
therefrom; and
6. claims for damages because of bodily injury or
death of any person or property damage ansing out of the
ownershIp, maintenance or use of any motor veh1c1e.
B. The pohcies of insurance reqUITed by this
Paragraph 5.04 shall:
1. WIth respect to insurance reqUIred by
Paragraphs S.04.A.3 through 5.04.A.6 inclusive, mc1ude
as additional insured (subJect to any customary exclusion
regardmgprofessionalliabilIty) Owner and Engineer, and
any other individuals or entities identified in the Supple-
mentary ConditlOns, all of whom shall be listed as addi-
tional insureds, and mclude coverage for the respective
officers, directors, partners, emp loyees, agents,
c'onsultants and subcontractors of each and any of all such
additIOnal insureds, and the insurance afforded to these
additional insureds shall prov1de pnmary coverage for all
cla1ffis covered thereby;
2. include at least the specific coverages and be
wntten for not less than the lmuts of liability provided in
the Supplementary Condlhons or required by Laws or
Regulations, whichever 15 greater;
A. Contractor shall purchase and maintain such
l1abiltty and other insurance as is appropnate for the
Work bemg performed and as will provide protection
EJCDC C-700 Standard General Conditions of the Construction Contract.
Copyright (f) 2002 National Society of Professional Engineers for EJCDC. All rights reserved.
00700.14
(:~:r:',"'I"
., '" ~". ""':;\I~',=,!!"".W 1'Ijl'~~"'."
,'; . .,. ~,"'r,lf'1 ;l~~'" J<~I~tr"}"Y ,_" ."~~ I
~~' ",': \:'1"
3. mclude completed operations msurance:
j mclude contractual
covenng Contracror's mderrmity
P:lragraphs 6.11 :lnd 6.20:
liability msurance
obhgatlOns under
5. contain a provIsion or endorsemem that the
coverage :lfforded will not be canceled, materwlly
changed or renewal refused until at least 30 davs pnor
wnnen notice has been gIven to Ovmer and Contractor
and to each other addlllOna] msured ldentlfied 1Il the
Supplementary CondltJons to whom a cerntlcate of
lJlsurance has been Issued (and the certiflcates of
lllsurance furmshed by the Contractor pursuant to
Paragraph 5.03 will so provide):
(J. remam 1Il effect at least unll] tlnal payment
and at :Ill tnnes thereafter when Contractor may be
correctmg, rcmovmg. or replaCing defective Work m
accordance with Paragraph 13.07; :lnd
7. with respect to completed operatIons IllSUT-
ance, and any insurance coverage wntten on a clauru;-
made basis, remam III effect for at least TWO vears after
final payment.
a. Contractor shaJ I furnIsh Ovmer and each other
addItIOnal insured identIfied in the Supple-
mentary CondltlOns. to whom a certitlcate of
msurance has been issued. eVIdence satIsfactory
to Ovmer and any such additIOnal insured of
contllluatlOn of such Illsurance at tinal payment
and one year thereafter.
s.ns Owner's Lwhllm' Insurance:
A. In addition to the insurance required to be
proVIded by Contractor under Paragraph 5.04, Owner, at
Uwner's option, may purchase and mamtam at Owner's
expense (Jvmer's own liability msurance as will protect
Owner against claIms whIch may anse from operatIOns
under the Contract Documents.
5.06 Propertv Insurance
A. 1.Jnless otherwise provided III the Supple-
mentary ConditlOns, Owner shall purchase and maintalll
property msurance upon the Work at the Site in the
amount of the full replacement cost thereof (subj ect to
such deductible amounts as may be provided III the
Supplementary CondItIons or reqUIred by Laws and
RegulatIOns I. ThIS msurance shall:
1. include the mterests of Owner. Contractor.
Subcontractors. and Engineer, and any other mdividuals
or enntles Identified m the Supplementary CondItions,
and the officers, directors. panners, employees. agents.
consultants and subcontractors of each and any of them,
each of whom is deemed to have an msurable mterest and
shall be lIsted as an msured or addinonalmsured;
"i.'....",.
::. be wrmen on a BUIlder's Risk "all-nsk" or
open penl or specwl causes of loss pol icy form that shall
at least mclude msurance for phvslcal loss or damage to
the Work. temporary buildmgs, false work, and matenals
and eqUIpment 1Il transit, and shall Illsure agamsl at leasl
the followmg penis or causes of loss: fire, hgnmmg,
eXlended coverage, theft, vandallsm and mahclOus
rruschlef, earthquake. collapse, debns removal,
demohtlon occasioned by enforcement of Laws and
Regulanons. water damage, (other than caused by flood I
and such other perils or causes of loss as may be specifi-
cally reqUIred by the Supplementary Condmons;
:3. include expenses incurred In the repaIr or
replacement of any msured property (Including but nOI
lirruted to fees and charges of engineers and archltects):
4. cover matenals and equipTIlent stored at the
Site or at another locatIOn that was agreed to in writing hy
Ovmer pnor to bemg mcorporated m tbe Work, provided
that such matenals and equipment have been mcludeci lTI
an Applicanon for Payment recommended by Engmeer:
S. allow for partial utihzatJO 11 of the Work hy
uwner;
6. wclude tesnng and startup; and
7. he mamtamed m effect until fmal payment IS
made unless otherWIse agreed to in writmg by Owner,
Contracwr, and Engmeer WIth 30 days wntten notIce to
each other addltlonal lIlsured to whom a certificate of
insurance has been issued.
B. Owner shall purchase and mamtam such
boiler and machmery Illsurance or addItIOnal property
msurance as may be reqUITed by the Supplementary
CondItions or Laws and Regulations which will mclude
the mterests of Owner, Contractor, Subcontractors, and
Engmeer, and any other mdlviduals OT entitleS identified
in the Supplementary CondItIOns. and the officers,
dIrectors, panners, employees. agents, consultants and
subcontraCTOrs of each and any of them, each of whom tS
deemed to have an insurable interest and shall be listed as
an IIlsured or addltionalmsured.
C All the policies of insurance (and the certifi-
cates or other eVIdence thereof! reqUIred to be purchased
and mamtamed III accordance with Paragraph 5.06 will
contam a proviSIOn or endorsement that the coverage
afforded wlll not be canceled or rna terially changed or
renewal refused until at least 30 days pnor wntten notIce
has been glven to Owner and Contractor and to each other
additIOnal msured to whom a cenificatc of insurance has
been Issued and will contam waiver proVlSlOns In accor-
dance with Paragraph 5.07
D, Owner shall not be responsible for purchasmg
and maintaimng any property Illsurance specified III tms
Paragraph 5.06 to protect the mterests of Contractor,
Subcontractors, or others m the Work to the extent of any
EJCDC C-70n Standard General Conditions of the Construction Contract.
Copyright i!J 2002 National Society of Professional Engineers for EJCDC. All rights reserved.
00700 - 15
. , , ...... !.;~i:
:.
:J
,
-I
..
.-
:.
=-
,
,
"
.
.-
:.
,
,
.
III
II
:.
~
~
..
I:
t
l-
e
c
c
~
l-
.
I-
~
c:
C
t
I-
,
&:
C
r
.
I-
.~,;'\~':':l,~"".._'.~.',
deductible amounts that are identIfied In the Supple-
mentnry Condmons. Thi; nsk of loss wnhm such
ldentified deductible amount WIll be borne by Contractor.
Subcontractors, or others suffermg any such loss. and if
;mv ot them wIshes property msurance coverage wIthin
the lmuts of such amounts. each mav purchase and
mamtam It at the purchaser's own expense.
E If Contractor requests m WIlting that other
specIal msurance be mciuded m the property Insurance
pollCles prc)VIded under Paragraph 5.06, lJwner shall, if
pOSSIble. mclude such msurance. and the cost thereof WIll
he charged to Contractor by appropnate Change Order
Pnm to comrnem:ement of the Work at the Site, Owner
sha\] III WTJtID\? adVIse Contractor whether or not such
other lllsurance has been procured bv Uwner.
5 07 i'Ve,iI,t'r I-I( Righl.1
A. Owner and Contractor mtend that all policies
purchased In accordance wlth Paragraph 5.(H) WIll protect
Owner. CODtuctOI', Subcontractors. and Engmeer, and all
other mdlvlduals or entJtIes identJiled In thi; Supple-
mernarv ConditIOns to bt. listed as msureds or additIOnal
msureds (and the officers. dIrectors, partners, employees,
ai?ents. consultants and subcontractors of each and anv of
- .
tl\eml \Il such policles and wlll provIde pnmary coverage
for all losses and damages caused by the perils or causes
of loss covered thereby. All such pohcles shalI contam
proVISIOns to the effect that m the event of payment of
any loss or damage the msurers will have no nghts of
recovery agamst any of the msun:ds or addmonal msureds
thereunder. Owner and Contractor walVe all nghts agamst
each other and theIr respecnve officers, directors,
panners, employees. agents, consultants and
subcontractors of each and any of them for all losses and
damages caused hy, ansmg out of or resultmg from any of
the penis or causes of loss covered hy such pollcles and
any other property lIlsurance applicable to the Work: and,
III addItion, waIve all sucb nghts agamst Subcontractors,
and Engmeer, and all other mdivlduals or entities
identifIed ill the Supplementary ConditIOns to be ltsted as
msured or addltlOnal insured I and the officers. dlIectors,
partners. employees, agents, consultants and
subcontractors of each and any of them! under such
poliCIes for losses ami damages so caused_ None of the
above waIvers shall extend to the nghts that any party
making such Walver may have to the proceeds of
lIlsural1ce held by Owner as trustee or otherwlse payable
under any policy so lssued.
B. Owner walves all rights against Contractor,
Subcontractors, and Engmeer, and the officers, dlIectors,
partners, employees, agents, consultants and
subcontractors of each and anv of them for:
",~^~'~."""""''''~"yc,_'
I loss due to busmess mterrupnon, loss of usc,
or other consequential loss extendIng beyond dnect
phvslcal loss or damage to Owner's property or the Work
caused by, ansmg out of, or resultmg from fire or other
penIs whether or not insured by Owner: and
2. loss or damage to the completed Project or
part thereof caused by, ansing out oC or resultmg from
fIre or other msured peril or cause of loss covered by any
property insurance mamtamed on the completed Project
or part thereof by Owner dunng pamal uuhzatlOTl
pursuant to Paragraph 14.05, after SubstantIal CompletlOl1
pursuant to Paragraph 14.04, or after final payment
pursuant 10 Paragraph 14.07
C. Any lIlsurance policy mamtamed by Owner
covenng any loss, damage or consequentIal loss referred
to III Paragraph 5.07_B shall contam provislOlb to the
effect that 1I1 the event of payment of any sllch loss,
damage, or consequentIal loss, the msurers will have no
rights of recovery agamst Contractor, Subcontractors, or
Engmcer, and the officers, dlIectors, partners, emplovees,
agents, consultants and subcontractors of each and any of
them.
5.08 Receipt and ApplicatIOn or Insurance Proceeds
A. Any msured loss under the poliCIes of
msurance reqUIred by Paragraph 5,00 w111 be adjusted
with Owner and made payable to Owner as fiducmry for
the msureds, as their mterests may appear, subject to the
n:quiremems of any applicable mortgage clause and of
Paragraph 5.08.B. Owner shall depOSIt m a separate
aCCOl.Ult any money so recewed and shall dlStribute It in
accordance wllh such agreement as the partIes m mterest
may reach. If no other spec131 agreement is reached, the
damaged Work shall be repaued or replal:ed, the monevs
so received apphed on account thereof and the Work and
the cost thereof covered by an appropriate Change Order.
B. Owner as fiduciary shall have power to adjust
and settle any loss WIth the insurers unless one of the
partIes m mterest shall obJect in wntmg withm 15 days
after the occurrence of loss to Owner's exerClse of thIs
power. if such objection be made, Owner as fiduciary
shall make settlement WIth the insurers m accordance w1th
such agreement as the partIes 1n Interest may reach. [f no
such agreement among the paTtles in interest is reached,
Owner as fidUCiary shall adjust and settle the loss WIth the
illsurers and, If reqUIred in writing by any party ill
mterest. Owner as fiducmry shall glVe bond for the proper
performance of such dutIes.
5.09 Acceptance of Bonds and Insurance: Option /(I
Replace
A. if either Owner or Contractor has any
objection to the coverage afforded by or other proviSIons
of the bonds or insurance reqUlrecl to be purchased and
mamtained by the other party m accordance WIth ArtIcle 5
on the baSIS of non~l:onfonnance with the Contract
EJrDC C-700 Standard General Conditions of the Construction Contract,
Copyright (Q 2002 National Society of Professional Engineers for EJCDC. All rights reserved,
U0700 - 16
"~ ."~,, ,,",:_,,~,~7"-
-..,...~ --"""W~~'~:';'".''1'!'W,'''''~~'"' 1,1 .::.:" :",!~'t~~"'-:"~""._' ~',.....q'1ll-:."':,<;'-
);m~'L~ ,
Documents, the objecting party shall so notify the other
party m wntlng wlthm 10 days after receipt of the
cemficates lor other evidence requested) reqUlred by
Paragraph 2,01.B. Owner and Contractor shall each
provide {O the other such additional mformatlOn ill respeCl
of insurance provided as the other may reasonably
request. If either parry does not purchase or mallltalll all
of the bonds and lllsurance reqUlred of such party by the
Contract Documents, such party shall notify the other
party 111 wTlllng of such failure to purchase pnor to the
start of the Work. or of such failure to mamtain pnor to
any change III the reqmred coverage. Without preJud1ce to
:my other nght or remedy, the other party may elect to
obtalll eqmvalent bonds or lllsurance to protect such other
party's mterests at the expense of the partv who was
required to prov1de such coverage. and a Change Order
shall be lssued to adjust the Contract Pricc accordmgly.
5.10
Insurer
Parrwl Urilcatzon, Acknowledgmem o( Proflerry
A. If Owner finds 1t necessary to occupy or use a
portlOll or portlOns of the Wark pnor to Substannal
CompletIOn of all the Work as proVIded III Paragraph
J 4.05, no such use or occupancy shall commence before
the msurers providing the property lllsurance pursuant to
f\nagraph 5.06 have acknowledged notice thereof and III
wntlng effected any changes m coverage necessttated
thereby, The msurers providmg the property msurance
shall consent bv endorsement on the policy or pol1cles,
but the property insurance shall not be canceled or
permitted to lapse on account of any such pamal use or
occupancy,
ARTICLE 6 - CONTRACTOR'S RESPONSIBILITIES
b.Ol
SuperVlS10n and Supenntendence
A. Contractor shall supervise, inspect, and duect
the Work competentlv and effiCiently, devotmg such
attentlon thereto and applymg such skills and expertise as
may be necessarv to perform the Work in accordance wah
the Contract Documents. Contractor shall be solely
responsible for the means, methods, techmques,
sequences. and procedures of construct1on. Contractor
shall not be responsible for the negligence of Owner or
Engineer ill the des1gn or speclficatlOn of a specific
means, method, techmque, sequence, or procedure of
constructlon which IS shown or mdlcated m and expresslv
requued by the Contract Documents.
B. At all tImes dunng the progress of the Work,
Contractor shall ass1gn a competent res1dent supenn-
tendent who shall not be replaced without wntten notICe
to Owner and Engllleer except under txtraordinarv
CIrcumstances, The supenntendent will be Contractor's
representa'tlve at the SHe and shall have authonty to act on
behalf of Contractor. All commumcatlOns given to or
.1,'
"""'7"I""~"..,~....~c~,- .,,',,,
~''r"" ,(
..\::.''''!~.:?;';'..
receIved from the supenmendent shall be bmdmg on
Contractor.
b.02
Labor: lVorklllg Hours
A Contractor shall provide competent. sUltably
qualified persOlmel to survey and layout the Work and
perform constructlOD as requued by the Contract Docu-
ments. Contractor shall at all times mamtam good dISCI-
plme and order at the Site.
B. Except as otherWise requited for the safety or
protection of persons or the Wark or property at the Site
or adpcent thereto, and except as otherwise stated m the
Contract Documents, all Work at the Slle shall be
performed during regular workmg hours, Contractor will
not penrut the performance of Wark on a Saturday,
Sunday, or any legal hohday without Owner's written
consent (Whlcll will not be unreasonabl Y WIthheld I gIVen
after pnor WTHten Dottce to Engmeer.
b03
Services, Matenals, and Equzpmenr
A. Unless otherWIse speCIfied ill the Contract
Documents. Contractor shall proVIde and assume full
responsibility for all servIces, matenals, equipment, labor,
transportation, constructlOn equipment and machinery,
tools, appliances. fuel, power, light, heat, telephone.
water, samtary facilities. temporary facilitIes, and all other
facilitIes and lllC1dentals necessary for the performance.
testing, start-up, and complenon of the Work.
B. All materials and equipment mcorporated into
the Work shall be as specified or, If not specified. shall be
of good quahty and new, except as othefW1se provided m
the Contract Documents. All specml warrantIes and
guarantees required by the SpecificanDns shall expressly
run to the benefit of Owner. If reqUIred by Engmeer,
Contractor shall furnish satisfactory eV1dence (including
reports of reqUlred tests) a" to the source, kllld, and
qualitv of materials and eqUlpment.
C. All matenals and eqUIpment shall be stored,
appl1ed, mstalled, connected, erected, protected, used,
cleaned, and conditIoned ill accordance Wlth lllstructions
of the applicable Suppher. except as otherWise may be
proVided III the Contract Documents.
6.04
Progress Schedule
A. Contractor shall adhere to the Progress
Schedule established in accordance wIth Paragraph 2.07
as it may be adjusted from tIme to time as provided
below,
E.JCDC C-700 &tandanl General Conditions uf the Construction Cnntract.
CUPYrlght!g 2002 Natiunal Society of Professional Engineers for EJCDC. All rights reserved.
U070U - 17
."
:.
:I
:J
,
.-
~
:.
:I
:J
-I
..
.-
:.
=-
:I
,
.-
:.
:.
~
..
I
I
I
I
t
.
t
.
I.
E
C
C
I'
.
.
I:
C
C
p
.
III
~
f
'( ., ", '-;,:,~,::.., .",
.,' ",'. r n.::,:,?~~'~; ,~~~'W.j;~7','w~:":-r )J';,;. . !~" .
Contractor shall subrrut to Engmeer for
acceptance Ito the extent mdlcated 1Il Paragraph 2.07)
proposed adjUSIDlents m the Pro~'Tess Schedule that will
not result m changmg the Contract Tlme~. Such adjust-
ments wIll comply Wltll any provlSlons of the General Re-
qum~ments applicable thereto.
21 II will conform substantIally to the
detailed requnements of the Item named in the
Contract Documents.
2. SubstItute Items
Proposed adjustments m the Progress
Schedule that will change the Contract TImes shall be
subrruued 111 accordance with the reqUlrements of Article
12. Adjustments III (ontract Times may only be made by
a Change Order
a. If m Engineer's sole discretion an item of
matenal or eqUIpment propose d by Contractor
does not qualify as an "or-eq ual" Item under
Paragraph b.OS.A. L It will be considered a
proposed substitute Item.
6.US SLlbstllules and "Or-Equa/.l "
b. Contractor shall subrrut suffiCIent mfonnatlon
as provIded below to allow Engmeer to
detern=e that the item of matenal or eqUIpment
proposed IS essentwlly eqUIvalent to that named
and an acceptable Substlrule therefor. Requests
for review of proposed substitute Items of
material or equIpment will not he accepted ny
Engmeer from anyone other than ContTactor.
A. Whenever an !tern of matenal or eqUIpment IS
specified ()f descnbed Il1 the Contract Documents by
usmg the namt of a propnetarv !tern or the name of a
pal1lcular SupplIer, the speciflcanon or descnpnon IS
Il1tendcd 10 establish tht type, functIOn, appearance, and
yualtty reqUIred. Unless the specifIcatIOn or descnptloJ]
contams or IS followed bv words reading that no like,
eqUIvalent, or .'or-equal" Hem or no subsntutlon 1S
pemlJtted, other Items of matenal or eqUIpment or
matenal or equipment of other Suppliers mav be
subm1ftcd to Engmeer tor revIew under the cIrcumstances
described below.
c. The reqUIrements for revIew hy Engmeer will
be "S set forth in Paragraph 6.05.A.2.d, as
supplemented m the General Requirements and
as Engmeer may decIde IS appropnate under the
circumstances.
1. "Or-Equal" Items: If 111 Engmeer\ sole
dlscreuon an nem of material or equipment proposed ny
Contractor IS functionally equal to that named and
sufficlentlv slrrular so Illat no change m related Work will
be recjllHed, tt may be consIdered by Engmeer as an
"or-equal" Item, 111 whICh case reVIew and approval of the
proposed Item may, Il1 Engmeer's sole dIscretion, be
accomplished without compliance WIth some or all of the
reqmrements for approval of proposed substItute items.
For the purposes of thIS Paragraph b.OS.A.I, a proposed
item of material or eqUIpment will be consldered
functIOnally equal to an nem so named if:
d. Contractor shall make WTltten applicatIOn 10
Engmeer for revIew of a proposed substItute Item
of material or eqUlpment that Contractor seeks to
furnish or use. The applicanon:
1) shall certify that the proposed substI-
tute Item will:
a) perform adequately the functIOns und
achieve the results called for by the
general deslgn,
a. 111 the exercIse. of reasonable Judgment
Engmeer detenruncs that:
b) he SImilar in substance to that
specified, and
1) It IS at least equal 111 materials of
constmcllon, quality, durability, appearance,
strength, and deSIgn charactenstlcs;
c) be sUlted to the same use as that
speCIfied;
2) will state:
:2) 1l will reliably perform at least
equally well tbe function and achIeve the results
Imposed by the deSign concept of the completed
Project as a functlOmng whole,
a) the extent, if any, to whlCh the use of
the proposed substitute item will preJu-
dice Contractor':; acmevement of
SubstantIal Completion on tIme;
3) it has a proven record of performance
and availabilny ofresponslve servIce; and
b I whether or nOl use of the proposed
subsnrute item in the Work will requne
a change in any of the Contract Docu-
ments (or 111 the prOVIsions of anv other
direct contract with Owner for other
work on the ProJ eet 1 to adapt the deSIgn
to the proposed substitute llem: and
b Contractor certifies that, if approved and
111corporated into the Work:
1) there will be no increase 111 cost to
the Owner or mcrease in Contract Times, and
EJene C-700 Standard General Conditions of the Construction Contract.
Copyright ~ 2002 National E,ociety of Profess;onal Engineers for EJene. All rights reserved.
111l711fl_ III
.~, -J~ ,,; .",~:~:,~",:.. -::-;-,:-~,~,,-.........~~,:;:,~:~, 1,'7'~;~""~"~~'4;"'~Y!<~ "d
~"""""'-""'~""""'----'-~'~'. . .':",',: C "
c I whether or not Illcorporatlon or use
of the proposed substitute item III con-
nectlOn wnh the Work IS subJ eCl to
payment of any license fee or royalty;
3 ) will identify:
a) all variatlOns of the proposed
Substltute Item from that specIfied, and
b I available engIneenng, sales,
maIntenance, repalr, and replacement
servIces ~
4) and shall contam an itermzed estI-
mate of all costs or credIts that will result
duectly or indirectly tram use of such subsntute
item, mcluding costs of redeSIgn and claims of
other contractors affected by anv resultmg
change,
B. Substitute Construction Methods or Pmce-
dures' If a specific means, method, technIque, seljuence,
or procedure of construction IS expressly reqmred by the
Contract Documents, Contractor may furnish or utihze a
substitute means, method, technlque, sequence, or
procedure of construction approved by Engmeer.
Contractor shan subrrut suffiClent mformatlOn to allow
EngIneer, m Engmeer's sole dlscretlOn, to deterrmne that
the substJtute proposed is equivalent to that expressly
called for by the Contract Documents. The reqUlrements
for revIew by Engmeer will be sIrmlar to those provided
in Paragraph 6.05.A.2
C. Engmeer's EvaluatIOn: Engineer wlll be
allowed a reasonable tlme wlthin which to evaluate each
proposal or submittal made pursuant to Paragraphs 6.0S.A
and 6.0S.B. Engmeer may reqmre Contractor to furnIsh
additlOnal data about the proposed substnute item.
Engmeer will be the sole Judge of acceptabilIty. No "or
equal" or substitute will be ordered, mstalled or utilized
until Engmeer's revIew IS complete, whIch wllJ he
evidenced by elther a Change Order for a substItute or an
approved Shop Drawmg for an "or equal" Engmeer will
adVIse Contractor m wntmg of any negatIve
delerrmnatlOn.
D. Specwl Guarantee: Owner may reqUlfe
Contractor to furnIsh at Contractor's expense a speCIal
performance guarantee or other surety with respect to any
substitute.
E. Engineer's Cost Reimbursement: Engmeer
will record Engmeer' s costs m evaluatmg 3 substItute
proposed or subrrutted by Contractor pursuant to
Paragraphs 6.0S.A.::: and 6.0S.B Whether or not Engmeer
approves a SubstItute Item so proposed or submmed by
Contractor, Contractor shall reImburse Owner for the
charges of Engmeer for evaluating each such proposed
substJrute. Contractor shall also relmburse Owner for the
charges of Engmeer for makmg changes in the Contract
'11 I"~
, '. "'~ :". ,,' ,. .
"..~~l~.~"7.:":~~-"""::.~""~.""~'C._"
Documems lor in the provlslOns of any other direcl
l:ontract WIth Owner) resultmg from the acceptance of
each proposed subsntute.
F. CO/1lracwr's Expense' Contractor shall
prOVIde all data m support of any proposed substitute or
"or-equal" at Contractor's expense.
60(] ConcerJ1lng SubcontraclOl'S, Supplien, and
Others
A. Contractor shall not emplov anv Subl:on-
tractor. SupplIer. or other mdivldual or entity I mcludmg
those acceprable to .Owner as mdlcated HI Paragraph
b.06.B), whether mltlally or as a replacement. agamst
whom Owner may have reasonable objectlOn. Contractor
shall not be required to employ any Subcomr'lCtor.
Suppher, or other mdlvldual or entIty to furnIsh or
perform any of the Work 'lgamst whom Contractor has
reasonable obJectJon.
B If the Supplementary ConditlOns reqmre the
IdentIty of certain Subcontractors, Supphers, or other
mdividuals or ennties to be submitted to Owner m
advance for acceptance by Owner by a specified date
pnor to the EffectIve Date of the Agreement, and If
Contractor has sublllltted a hst thereof in accordance WIth
the Supplementary Conditions, Owner's acceptance
I eIther m wTIlmg or by failing to mak.e wrItten ob,ectlon
thereto by the date indicated for acceptance' or objectJon
in the BIdding Documents or the Contract Documents I of
any such Subcontractor, Supplier, or other indIVIdual 01
entity so IdentIfIed may be revoked on the baSIS of reason-
able objectlon after due mvestlgatlOD. Contractor shall
subrmt an acceptable replacement for the rejected
Subcontractor, Supplier, or other llldlViduaI or entIty, and
the Contract Pnce wiII be adjusted by the difference m the
cost occaSlOned by such replacement. and an appropriate
Change Order will be issued. No acceptance by Owner of
any such Subcontractor, Suppher, or other mdlvidual or
entity, whether mltlally or as a replacement, shall constl-
tute a waiver of any nght of Owner or Engmeer to reject
defecllve Work.
C. Contractor shaII be fulIy responsible to Owner
and Engllleer for all acts and orrnSSlons of the
Subcontractors, SupplIers, and other mdlvlduals or
entitles performing or furnishmg any of the Work Just as
Contractor IS responsible for Contractor's own acts and
orrnSSlOns. Nothing in the Contract Documents:
1. shall create for the benefit of any such
Subcontractor, Supplier, or other mdivldual or enttty any
contractual relanonship between Owner or Engmeer and
any such Subcontractor, Suppher or other mdlvidual or
entIty, nor
2. shaII anything m the Contract Documents
create any obligation on the part of Owner or
Engmeer to payor to see to the payment of any moneys
due allY such Subcontractor, SupplIer, or other individual
EJcnC C-700 Standard General Conditions of the Construclion C"ntract.
Copyright @ 2002 National Societv of Professional Engineers for EJcne. All rights reserved.
00700 - 19
~"? "'~~.;~ ~.'f';~:~-~
,
,
-I
..
.-
..
II
:I
:J
,
--
.
.-
~
::II
:t
,
-I
.
.-
~
:11
,
-,
Iti
.
.\
~
E
I:
.
.
l-
I:
c:
E:
C
l-
.
l-
e
c
c
.
.
It
~
or entity except as may otherwIse be requIred bv Laws
and Reguiallons
D. Cllnu'actor shall be sole ly responsIble for
schedulmg and coordmanng the Work of Subcontractors.
Suppliers. and other md]v]duab or entll]eS perfoffi1mg or
h.lr11lshmg any of the Work under ;,j duect or IndIrect
COnlTJct wllh (..'ontraclOr.
L. Comracror shal1 requae al1 SuhcontraclOrs.
SuppLer". Jnd such othcr indlvH.iuals or entllleS per-
tormmg or fUITIIshmg any of the Work to commumcate
wlth Engmeer through Contractor.
F- The diVISIOns and sectlOllS of the Speclflca-
uons and the Idenllfh;atlOTlS of any Drawmgs shal1 not
conlrol ContrJ,ctor m d]vidmg the Work among Subcon-
traclOrs or Suppl1ers or deLneatmg the Work to be
pu-rom-led by Jnv specifIc trade.
(;. All Work performed for Contractor by a
Subcontractor or SuppLer will be pursuant to an appro-
pnClle agreement between c.ontractor and the
Subcontractor or Sllppl1er wluch specIfIcally bmds the
Suhcontractor ur Sllppl1er to the appl1cable terms and
condltlOTlS of the Contract Documt:nts for the henetlt of
Uwner and Engmeer. Whenever any such agreement IS
With a SubcontrClctor or Suppller who IS listed as an
addllIonal msured 011 the properry msurance provided m
Paragraph ).O(), the agreement beTWeen the Contractor
and the Subcontractor or Supplier will contam provisions
wherehy the Subcontractor or SuppLer walVes all nghts
agalllst (Iwner, Contractor, and Engmeer" and al1 other
mdivlduals ur entllies ldentdled III the Supplementary
COJl(ht]ons to be lIsted as IJ\sureds or additional msureds
I and the officers, dlrectors, partners, employees, agents,
consultants and subconnactors of each and any of theml
for all losses and dClrrwges caused hy. ansmg out of,
relatmg to, or resultmg from any of the penIs or causes of
loss covered by such poliCIes and any other property
lllsurancc applIcable to the Work. if the msurers on any
such polICIes reqUlre separate waJver fOTIlli to be Signed
by any :;ubcontractor or Supplier, Contractor will obt:llll
the same.
h.07 Patent Fees and RovaltlCs
A. Contractor shall pay all license fees and
rnvaltles and assume all costs mC1dent to the use III the
pcrfommnce of the Work or the IDcorporatlOn m the Work
of any HlventlOn, deSIgn, process. product, or deVICe
whIch 15 the subJect of patent nghts or copynghts held by
mhers. If a parncular mventJon, deSIgn, process. product,
or deVice ]s spec]fled III the Connact Documents for use
111 the performance of the Work and if to the actual
knowledge of Owner or bngmeer ItS use IS subject to
patent nghts or copynghts calling for the payment of any
license fee or royalty to others, the existence of such
fights shall be disc lased by Owner m the Contract
Documents.
; "..::~ ~~ ,.'",~~,,,,,,,:'~"l'M~.:~,~"~~~r~~,~
~ ~_'~~#~~~:':~:~:~'<':'J",l'(:',r"
B. To the fullest extent perrmtted by Laws and
Regulations, Contractor shall mdnnmfy and hold
harmless Owner Clnd Engmeer, and the officers. directors.
partners, employees. agents, consultants and
subcontractors of each and any of them from Clnd agClmst
all claims, costs, losses, and damages I mcludmg but not
Imuted to all fees and charges of ~ngmeers. architects.
attorneys, and other professlOnals and '11] coun or
arbmatlOn or other dispute resolullon costs I ansini! oul of
or relatmg to ~my mfnngement of patent nghts or
copynghts incident to the use m the performance of the
Work or resultmg from the mcorporatlOn HI the W Ol'k cif
any mvention, deSIgn, process, product, or devlct: not
specified in the Contmct Documents
h.OS Permzts
A. Unless otherWIse proVIded III the ;)Upple.
mentarv Conc!JtlOlls. Contractor shall ohtalf1 and pay for
all conSlrUctlOn perrruts and Lcenses. (Jwner shall assist
Contractor, when necessary, in obtaining such permlts
and lIcenses. Contractor shall pay all governmental
charges and mspectlOn fees necessary for tile prosecutwn
of the Work which are applicable at the tune of operung
of Bids, or, if there are no Bids, on the Effective Date of
the Agreement. Owner shall pay all charges of millty
owners for connectlons for proViding pennanelll serVIce
to the Work.
6.09 Laws and Regulatwns
A. Contractor shall gIve all notlce~; reqUIred by
and shall comply WIth all Laws and RegulatlOns applica-
hIe to the performance of the Work. Except where
otherwise expressly required hy applicable Laws and
RegulatlOns, neither Owner nor Engmeer shall be
responsible for mODltonng Contractor' S compliance with
any Laws or Regulanons.
B. If Contractor performs any Work knowing or
havmg reClson to know tlIat it ]S contrary to Laws or
RegulatlOns, Contractor shall hear all ClaIms, cOSts,
llJs~es, and damages I mcludmg bm nm: lImned to all fees
and charges of' engmeers, arcrntects, attorneys. and other
profeSSIOnals and all court or arbitrallOn or other chspute
resolutlOn costS'1 ansmg out of or relatlllg to such W urk.
However, it shall not be Contractor's pnmary
responsibility to make certam that the SpeclficatlOns and
Drawmgs arc m accordance WIth Laws and RegulatIOns,
hut this shall not rebeve Contractor of Contractor's
obligations under Paragraph 3.03.
C. Changes III Laws or Regulations 110t known at
the time of opemng of Bids lor, on the EffectIve Date of
the Agreement if there were no BIds) havmg an effect on
the cost or tIme of performance of the Work shall be the
subject of an adjustment 1ll Contract Pnce or Contract
Times. If Owner and Contractor are unable to agree on
entitlement to or on the amount or extent, if any, of any
such adjustment, a ClaIm may be made therefor as
provided in Paragraph 10.05
EJCDC C-700 Standard (;eneral Conditions of the Construction Contract.
Copyright ~, 2002 National Sociel)' oC ProCessional Engineers for EJCDC. All rights reserved.
00700 - 20
'."V'l".i'" 0,;'\':
6.10 Taxes
A. Contractor shall pay all sales, consumer, use,
and other smular taxes reqUIred to be paid by Contractor
m accordance with the Laws and Regulations of the place
of the Project which are applicable dunng the
performance of the Work.
6.11 Use of'Slte and Other Areas
A. LmutatlOn on Use of SIte and Other Areas
1. Contractor shall confine construction equIp-
ment the storage of matmals and eqUIpment and the
operatIOns of workers to the Site and other areas
perrmned by Laws and RegulatlOns, and shall not
unreasonably encumber the Site and other area" WIth
construction eqUIpment or other materials or equIpment.
Contractor shall assume full responsibilzty fOT any
damage to any such land or arei.l., or to the owner or
occupant thereof, or of any adjacent land or areas
resultIng from the performance of the Work.
2. Should any claim be made by any such owner
or occupam because of the performance of the Work,
Contractor shall promptly settle with such other party by
negotiatIOn or otherwIse resolve the claim by arbItratIOn
or other dIspute resolutlon proceeding or at law.
3. To the fullest extent peITIlltted by Laws and
Regulations, Contractor shall mdemnifv and hold
harmless Owner and Engineer, and the officers, directors,
partners, employees, agents, consultants and
subcontractors of each and any of them from and agamst
all clarms, costs, losses, and damages (mcludmg but not
lrmlted to all fees and charges of engineers, architects,
anorneys, and other professlOnals and all court or
arbitranon or other dispute resolutlOn costS) arising out of
or relatrng to any claIm or aChon, legal or equitable,
brought by any such owner or occupant agamst Owner,
Engineer, or any other party mdemnified hereunder to the
extent caused by or based upon Contractor's performance
of the Work
B. Rernuval of Debris During Paforrnance of the
Work:. Dunng the progress of the Work Contractor shall
keep the Site and other areas free from accumulatwns of
waste matenals, rubbish, and other debris. Removal and
disposal of such waste matcnals, rubbish, and other debns
shall confonD to apphcable Laws and Regulations.
C Cleamng: Prior to Substantial CompletIOn of
the Work Contractor shall clean the Site and the Vi ark
and make Jt ready for util1zatlOD by Owner. At the COID-
plenon of the Wark Contractor shall remove from the Sae
all tools, appltances, construction equipment and
machinery, and surplus matenals and shall restore to
origmal condinon all properry not deSIgnated for
alteranon by the Contract Documents.
.. .'. ~'n' . ~ "\~T.- ,,,-,
, l::l' .,~:.,!: ,. ~. "~
-. ~',
D. Loadll1g Stnlctures: Contractor shall not load
nor penrut any pan of any structure to be loaded in anv
manner that will endanger the structure, nor shail
Contractor subject any pan of the Vv ork or adJi.l.cent
property to stresses or pressures that WIll endanger 11.
6.12 Record Docl/mems
A. Contractor shall maintam m a safe place at the
SIte one record copy of all Drawlllg s, SpeClficanons.
Addenda, Change Orders, Work Change DlreCl1Ves, Field
Orders, and \vrltten mterpretations and cJanficauons III
good order and armotared to show changes made dunnl.'
construction. These record documents together wnh a1-1
approved Samples i.l.nd a coumerpan of all approved Shop
Drawmgs WIll be available to Engmeer for reference
Upon completion of the Work, these record documents,
Samples, and Shop Drawmgs will be delivered to Engl-
neer for Owner.
(J.l3 Suretv and PmtectlOn
A. Contractor shall be solely responsible tor
imtiatrng, maimaming and supervismg all safety precau-
tlOns and programs m connectIOn with the W urk.
Contractor shall take all necessary precautions for the
safety of, and shall proVide the necessary prorecl1oT! to
prevent damage, rnJury or loss to:
], all persons on the Site or who may be affected
by the Work
2. all the Work and materrals and eqUIpment to
be mcorpurated therem, whether m storage on or off the
Site; and
3. other property at the Site or adjacent thereto,
including trees, shrubs, lawns, walks, pavements,
roadways, struchlres, utilItIes, and Underground Facllitlcs
not deslgnated for removaL relocanon, or replacement 1ll
the course of constructIOn.
B Contractor shall comply WIth all apphcablc
Laws and RegulatlOns relating to the safety of persons or
property, or to the protection of persons or property from
damage, lDJ ury , or loss: and shall erect and mamtam all
necessary safeguards for such safery and protecnon.
Contractor shall notlfy owners of adj acent property and 0 f
Underground F acihtles and other utiltty owners when
prosecution of the Work may affect thcm, and shall
cooperate WIth them m the protection, removal.
relocatlon, and replacement of then property.
C. All damage, lDJury, or loss to anI' property
referred to m Paragraph 6.13.A.2 or 6.13.A.3 caused,
directly or indirectly, m whole or 111 part, hy Contractor,
any Subcontractor, Suppher, Ilr any other mdlvldual or
entltv duectly or induectly employed by any of them to
perfonn any of the Work, or anyone for whose acts anv oj
them may be liable, shall be remedied by Contractor
I except damage or loss amibutable to the fault of Draw-
EJCDC C-700 Standard General Conditions of the Construction Contract.
Copyright ill 2002 National Society of Professional Engineers for EJCDC. All rights reserved.
00700 - Zl
:.
:-
-t
..
--
:.
:.
=-
,
-t
-
.-
:.
:.
,
..
.
-I
.,
.t
:.
~
,
-,'
It,
.'
.\
r
II"
-.'
II)
II'!
,)
.i
III
.)
.!
C
C
~
i!')
@)
hi
C
C
C
.
.
l-
t.
, .";/, ,,".. ":"1, :'~:~..~~;~"n:J\::.', '~IR!:;:S:~> :.:Tt.i:'.~\~
ITlL'S or Speeltieanons 01 to the acts or orrussions of
U\vrltJ or Engmcer ur . or anyone employed by any 01
them. l1r anyone for whose JeIS any of them may be
lIable. and not attnbutab1e. dIrect]v or mdIrectlv. in whole
or lIJ part. TO the bui( or negilgence of Contractor or anv
SubeontractOI. Suppher. or other mdlvldual or enr1t\.
dntctl>' OJ mdIrectly employed by any of them),
D, Contractrlr ,; dunes and responslbihtJes for
sJ.(etv and for protectIon of the Work sh::dl el1ntmue untIl
su~h tIme as all the Work IS completed Jnd Engmter has
Issued ;" nMlee t,-, Owner and Contractor II1 Jccordance
with Paragraph 14.07,B that the Work IS Jcceptable
I except ;lS ntherwlse expressly prOVIded II1 connectIOn
WIth :,ubsranllJ.1 Complenon I
() 14 SIlT C 11' Ri'pr".\'lo-nILlT/VC
.-'1. t':ontTactor shall deslgnalc a qualified and
txpenenced satetv representatIve al the SHe whose dunes
J.nd responsibllltle:; shed] be the preventlOn of accldents
and the mJII1tJ.ITlmg and supervls111g 01 satety precautIOns
~mu pro gram,
n.15 HJ:ard l.'ommul1l1;ullon ?mgrams
/\ l ;ontractor shall be respoDsible for coordi-
nalID[C an", exchan[Ce oj matenal safelY da!J sheets or
olher hazard commumcallOn mformatJOn reqUlred to be
made aVaIlable t.(J ur exchanged between or among
. .
employers Jt the SHe 1Jl accordance with Laws or
Regulat]()T1s.
h.l h
Emergencies
A. In emergencIes affectmg the safety 01 protec-
tIOn of persons or the Work or property at the SHe or
adjacent thereto, Contractor IS obligated to aCT t.o pTevent
threatened damage. lI1)U1")I, or loss Contractor shJI! gIve
l:.ngll1eer prumpt wntten notlce If Contractor bebeves that
any slgmtlcant changes In the Work or yanatlOrlS from the
Contract Documents have been caused thereby or are
reqUired .ol:, .1 n:sull thereof. If Engmeer deterrnmes that a
change In the Contract Documents is reqUIred becJuse of
the actlOn taken by Contractor 111 response to such an
emergency. J Wark Change Directive or Change Order
wIll be lssueu.
t).17 Shup DraWings Ilnd Sumplcs
A. Contractor shall submH Shop Drawmgs and
Samples to Engmeer for reVJew and approval 1I1 accor-
dance wllh the acceptable Schedule of Subnuttals I as
requlfed hy Paragraph 2.07) Each submmal wlll be
identIfied as Engmeer mav TeqUlre,
1. Shop Drawings
a Submll number of copIes speCIfied in the
General Requlfements.
";,~';.,!!,~~';'~. '.~~~"J/ ,;- ;'("
b, Data shown on the Shop DTawmgs w1l1 be
complete wIth respect to quan tItles. dm1enslOns,
speCIfied performance and deslgn cntenJ..
matenals, and s]nubr data to show Eni?;lrleer the
serVIces, matenals, and eqUlpmem Contractor
proposes to prOVIde and to enable Engll1eer to
reVIew the 1I1formatlOn for the limned purposes
reqUired by Paragraph 6. 17.[1,
Samples Conrractor shall also subTTllt
Sample" to Engmeer for revIew and approval m ~CC(lr-
dance wllh the acceptable schedule of Shop Drawmgs and
Sample subrruttaL.
a Submit number of SJmples spec]jjed m the
Spec]ficatlOns.
b. Clearly identify each Sample as tu mateoa!,
Suppher, penment data sue h as catalog number:;,
the use for wlllch IIltended Cind other data as
EngmeeT I1wy reqUIre to enJ.ble Engmeer tu
reVlew the submlttal for the 11l111ted purpose',
reqUIred by Pawgraph t.J.17.D
B. Where a Shop Drawmg or SCimp1e 1S reqUIred
by the ContTact Documents or the Schedule of Submntals
, any related Work performed prior to Engllleer's revIew
and approval of the pertlllent submittal wlll be at the sole
expense and rcsponslbilnv of Contractor.
C. Subnuttal Procedures
1. Before subnuttmg each Shop DrawlI1g or
Sample. Contractor shall haye determmed and venfied:
a. all field measurements, quantlties, dimensIOns.
specified performance and deslgn cmenD.,
mstallatlOn requlIements, matenals, catalog
numbeTs, and smular lllforma t10n WIth respecl
thereto;
b. the sunability of all matenals wlth respect tr>
lI1tended use, fabncatlOn, shlppmg, handling,
storage, assemblv, and lllstalbtlOn penamlng to
the performance of the Wark:
e, all mforrnallon relanvc to Contractor's
responsibilmes for means, methods, techlllques.
sequences, and procedures of constructIon, and
safety precautlOns and programs 1I1c]dent theretu:
and
d. shall also have reVIewed and coordmated each
Shop Drawmg or Sample
Dravnngs and SJmples
requlfements of the Work
Documents.
with other Shup
and with the
and the Contract
:: Each subnuttal shall bear ~ Slamn or speClfic
WTlTIen cemficatlon that Contractor has satIsfied
Contractor's obhgatJons under the (::.ontTact Documents
EJCDC C"700 Standard General Conditions of the Constructioo Contract.
Copyright Ii) 2002 National Society of Professiooal Engineers for EJCDC. All rights reserved.
00700 - ::
.,;.cT";::!",~,,,<,,,,, ""'. I"'~'" " ". ;:~
. ~',! d,' ' .
with respect to Contractor's revIew and approval of that
subnunal.
3, With each subnunal, Contractor shall give
Engmeer specific wnnen nonce of any variations, that the
Shop Drawlllg or Sample may have from the requirements
of the Contract Documems, ThIs notice shall be both a
wntten commuDlc:1t!On separaTe from the Shop Drawmg's
or Sample Submittal: and, lD addItIOn, by a speclflc
notatlOll made on cach Shop Drawmg or Samplc submJt-
red to Englllcer for revIew and approval of each such
vanatlon,
D, Ent'lneer '5 RevIew
L Engllleer wlll proVIde tImely revIew of Shop
Drawmgs and Samples 111 accordance wJth the Schedule
of SubmIttals acceptable to Engmeer. Engmeer's review
:.md approval w1l1 be only to determme If the Items
covered by the subnuttals wilL after IilstallatlOn or
lIIcorporatlOll In the \Vork, conform to the lllformatlOn
,!2)ven If) the Contract Documents and be compatible wnh
the deSIgn concept of the completed Project as a
functlonmg whole as mdlcated by the Contract Docu-
men ts,
,) Engineer's revIew and approval will not
extend to means, methods, technIques, sequences, or
procedures of constrllcnon (except where a parncular
means, method, technlque, sequence, or procedure of con-
structIon IS speCIfically and expressly called for by the
Contract Documents) or to safety precautIons or programs
InCldent thereto, The revIew and approval of a separate
Hem as such will not mdlcate approval of the assembly In
WlllCh the Item functIOns,
3, Engineer's review and approval shall not
reheve Contractor from responsibilIty for any vanatlOn
from the reqUIrements of the Contract Documents unless
Contractor has complied with the reqmrements of
Paragraph 6,1 ;,C.3 and Engmeer has gIven wntten
approval of each such vananon by speCIfic wntten
notatIon thereof IllcoI1lorated III or accompanYlllg the
Shop Drawmg or Sample, Engmeer's revIew and approval
shall not relieve Contractor from responsibilIty for
complymg WIth the reqUIrements of Paragraph 6.] 7.C.1.
E. Resuhmlttal Procedures
]. Conrractor shall make correctIOns reqUired by
Engmeer and shall return the required number of cor-
rected caples of Shop Drawmgs and submit as reqUlred_
new Samples for revIew and approvaL Contractor shall
dlfect specific attentIon m writmg to reviSIOns other than
the correctIons called for by Engllleer on prevIOUS
subl1llttals.
6,18 COl1l1l1umg the Work
A, Contractor shall carryon the Wark and adherc
ro the Progress Schedule dunng all disputes or
.,,,,,,..'::-<:-':..''"''"'""7,..:-':'"";,:".;'''
"',' ,"
....:.'.01.';
;;,...,..,..~: '7"""" -,..:- ':~'::;"":'...,~l~' ,l, ~~,i\',;'::, ~;"i,l,;
dIsagreements with Owner. No Work shall be delayed or
postponed pendmg resolutIOn of any dispme" or
disagreements. except as pemuned bv Paragraph 15, tJ4 or
as Owner and Conrractor may otherWIse agree 1D Wfltmg,
6,19 ConrraclOr's General Warran,v and Guaralllee
A Contractor warrants and guarantees to (Jwner
that all Work will be in accordance wnh tIle Contract
Documenrs and will not be defectIve, Engmeer and It>;
Relaled EntInes shall be entitled to rely on representatIon
of Contractor' s warranty and guarantee.
B. Contractor's warrantv and f:'uarantee
bereunder excludes defects or damage ca used by'
1, abuse, modificanon, or Improper mallllenance
or operallOn by persons other than Contra.cror_ Sub-
contractors, SupplIers_ or any other mdlvldua] or entHv tor
whom Contractor IS responsible, or
2, nomml wear and tear under normal usage,
C. Contractor's obligatIon to perform and
complete the Work in accordance wllh the Cunrract
Documents shall he absolute. None of the followmg wIll
constitute an acceptance of Work that is not III acconlance
with thc Contract Documents or a release of Contractor s
obligatIOn to perform the Work III accordance with the
Contract Documents:
I. observations by Engmeer;
2. recommendatIon by Engineer or payment hy
Owner of any progress or final payment;
3. the issuance of a certificate of Substantial
Completion by Engmeer or any payment relared thereto
by Owner;
4, use or occupancy of the Work or any part
thereofbv Owner;
5, any reVlew and approval of a Shop Drawing or
Sample subnuttal or the Issuance of a notlce of Jcceptabll-
Ity by Engineer;
6. any mspectlOn, test or approval by others: or
7, any correctIOn of defectlve'N ark by Owner.
6.20 IndemmricGllOI1
A, To the fullest extent permitted by Laws and
Regulations. Contractor shall mdemnify and hold
harmless Owner and Engmeer, and the 0 fficers, dlreclOrs,
partners, employees, agents, consultants and
subcontractors of each and any of them from and agamst
all claIms, costs, losses, and damages (includmg but not
I1rmted to all fees and charges of engineers, archllects,
attorneys, and other profeSSIonals and all court or
EJCDC C-700 Standard General Conditions of the Construction Contract.
Copyright IQ 20lJ2 National Society of Professional Engineers for EJCDC All rights rL>servcd.
00700 - 23
~'..;,t~:
:a
:J
,
--
..
.-
:i
~
,
,
-I
.
.-
:I
=-
,
--
.
-I
.
III
~
.~
-
t',
E
E'
C,
~:
.1
.)
IIi
~
C
c:
~:
tJl
lIIi
IB;
C'
C
C
p
..
l-
e.
, , 'U' . .,~~\;~"-;:I'.:'l./::",..i:":'\ :~:",~::'?'. ,. . 'r"'~~~::P:r'l~;::.
~";' ""('~~,~,~-r~~J.'~';.:',:,'" ",,'
:trh1IT:ttion or other dlspute resolution costs I arising out of
or rel:lllng tu the perfom1ancc of the Work provIded that
any sUl,:h cl3.1m. cost. loss, or (hmaf!e IS attnbmab Ie to
bu::lilv wlur)', Sickness. disease. or death. or lO ltl.1uTj' to or
desDl.Jcmm \,1' tangible property lother than the Work
ltselt\ mcludmg the loss of use resultmg therefrom but
only to the extent caused bv any neghgent act or orrusslOn
of c~ontrJ.cIOL ;mv Subcontractor, any Suppher. or :my
mdlvlduill or entw,; Jnectly or monectly emploved bv any
(,1' them to perform any ,,1' the Work or anyone for whose
acts any of them mav be hable ,
B, In iln\' and illl claIms agamst Owner or
Engmeer ,)r any of their respectJve consultants, agents,
"tflcers, duectors. panners, or employees hy :my employ~
cc (ur the SurVIVor or personal represematlve ot such
emplovee I of Contractor, any Subcontractor, any
~;uppheI, or any mdiYldual ur enmy dIreCTly or mdlrectly
emploved bv ;J!1V of them to perform any of the Work, or
anvone for whose acts any of them may be hable, the
mdemmfica[lon obl1gatlon under Paragraph lJ.2Q,A shall
nut he I)[Dlted III any W<IV by any IlmJtatlon on the amount
or tvpe ()] damage:;, compensation. OJ heneflls pavable by
or lor (:mltraClOl or any such Subcontractor, Supplier, or
other mdivldual or entHy under workers' compensation
acts, dlsablhty benefit acts, or other employee benefit
acts.
C. The mdemmfieatlon obhgatlOns of Contractor
under Paragraph h.2U.A shall not extend to the liability 01
Engmeer and Engmeer's officers, duectors, partners,
emplovees, agents, consultants and subcontractors ansmg
out of:
1. the preparatlOll or approval of. or the failure to
prepare ()J approve, maps, Drawmgs, opmions, reports.
surveys, Change Orders, deSigns, or SpeClficatlOns; or
, gJvmg dlrectlOns or mStIUctlOns, or failing to
glVe them. )f that IS the pnmary cause of the mJury or
damage.
t) :21
Delcgauo17 of Prorcsswrwl [ICSlg17 Se.>,\'!CL'S
i\. Contractor wi!] not be requued to proVIde
professlOnai deSlQn servIces unless such servIces are
spl:clfically requued bv the Contract Documcnts fOT a
romon of the Work or unless such servIce; arc requIred
to carry out Contractor's responsibill1les for construction
means, methods. techmques, sequences and procedures
Contractor shall not be reqmred to proVIde professlOnal
servIces m vlOlatlOn of apphcable law
sha!] appear on all drawmgs. calculatIOns, specifications,
certlilcanons, Shop Drawmgs and other submtttals
prepared by such professlOnaL Shop Drawmgs and other
submIttals related to the Work deSIgned or certified by
such professionaL If prepared by others, shall beor such
proiesslOnal's wnnen approval when subrruned tu
Engllleer.
C. Owner and Engllleer shall be entltled to rely
upon the adequacy. accuracy and completeness of the
serVIces, cemficatlons or approvals penomled hy such
deSign professionals, provided Owner and Engmeer have
specified to Contractor a1l perfomlance and deSIgn criteria
[hat such serVlces must satlSfy
D, Pursuant to thIS Poragraph b.21. Engmeer's
revIew and approval of deSIgn colculatlons and deSIgn
drawmgs Will be only lor the limncd purpose of checkmg
for conformance With performance and deSIgn cntcna
gIven and the deSign concept expressed m thl:: Contract
Documents, Engmeer's reVle\V and approval of Shop
Drawings and other submJrtals (except deSign calculatlons
and deSIgn drawmgs I will he only for the purpose stated
1Il Paragraph 6l7.D, 1.
E. Contractor shall not be responsible for the
adequacy of the performance or deSl,6rn cmena requned
by the Contract Documents.
ARTICLE 7 - OTHER WORK AT THE SITE
7,01 Related Work at SUI'
A. Owner may perfofil other work related to the
Prolect at the SHe with Owner's emplovees, or via other
dIrect contracts therefor, or have other work perfonned by
ullhrv owners. If such other work IS not noted m the Con-
tract Documcnts. then:
1, wntten notice thereof will be given to
Contractor pnur 10 stanmg any such othcr v"ork; and
2. if Owner and Contractor a.re unable to agree
on entItlement to or on the amount or extent. d~ any, of
anv adjusrment In the Contract PrIce or Contract Time,;
that should be allowed as a result of such other work. a
ClalID may he made therefor as providcd III Paragraph
10.05.
B, Contractor shall afford each other contractor
who IS a party to such a dlTect contract, each UtilIty owner
8, If professlOnal design services or and Owner, if Owner IS performmg other work With
cemfications hy a deSign profeSSIOnal related to systems~ Owner's employees, proper and safe access to the SlIe, a
motenals or eqmpment are specificallv requued of reasonable opportumty for the mtroductlon and storage of
Contractor hy the Contract Documents, Owner and materials and equipment and the executIOn of such other
Engmeer will speclfv all performance and deSIgn cmma work, and shall properly coordmate the Work with them.
that such servIces must satisfy, Contractor shall cause Contractor shall do all cutting, fittmg, and patchmg of the.
sucn servlCes or cemfieanons to be prOVided by a Work thaI mav be requlTed to properly connect or
properly hcensed profeSSIOnal, whose signature and seal otherwise make its several pans come together and
EJCn(' C~ 700 Standard General Conditions of the Construction Contract.
Copyright <D 2002 Natiooal Society of Professional Eogineers for EJCDC. All rights reserved.
0071111 " 24
,,!::~r;~:l~""'" 1/" ',:'1: r.~:'".~ ''':~I
: ~ ,~..'. ".,~ .,,~, ~;:'~:':'(""::'1i:I."J,.:,~\:q,~~,~~~ ::~',I~r~"'!':~~1'i,:. ':F" .
\;,~.,.:~\..: ,
properly integrate with such other work. Conrractor shall
not endanger any work of others by cunmg, excavanng,
or otherwise altermg thell work and will only cut or alter
theIr work with the ,Yrltten consent of Engmeer and the
others whose work will be affected. The duties and
responsibil1tles of Contractor under thIs Paragraph are for
the benefit of such utility owners and other contractors to
the extent that there are comparable provISIons for the
benefit of Contractor m saId direct contracts between
CJwner and such utility O\VTlers and other contractors.
C. If the proper executIOn or results of any part
of Contractor's Work depends upon work performed by
others under thIS ArtIcle 7, Contractor shall mspect such
other work and promptly report to Engmeer m wrinng anv
delays, defects, or defICIencies m such other work that
render it unavailable or unSUItable for the proper
executlon and results of Contractor's Work. Contractor's
(",nlure to so report will conslltute an acceptance of such
other work as fit and proper for mtegranon WIth
Contractor" s Work excepr for latent defects and
deficlencres m such other work.
7.02 Coordinanon
A. If O\VTler mtends to contract with others for
the performance of other work on the Project at the Site,
the followmg WIll he set forth m Supplementary Condi-
tIOns:
1. the mdlvidual or entity who WIll have
authonry and responsiblliry for coordmation of the
actlVltleS among the vanous contractors will be Identified;
2. the specific matters to be covered by such
authonty and responsibll1ty will be Jtemized; and
3. the extent of such authonty and responsibili-
tIes will be provided
B. Unless otherVllse provided m the
Supplementary ConditIOns, Owner shall have sole
authotlry and responsibility for such coordmatron.
703
Legal Relatlons/Ilps
A. Paragraphs 7.0 LA and 7.02 are not applicable
for utilitIes not under the control of Owner.
B. Each other direct contract of Owner under
Paragraph 7.0 LA shall proVIde that the other contractor is
hable to (Jwner and Contractor for the reasonable direct
delay and dlsruptlOn costs mcurred by Contractor as a
result of the other contractor's actlOns or inactIons.
C. Contractor shall be liable to Owner and any
other contractor for the reasonable direct delay and
dlSl:uptlOn costs incurred by such other contractor as a
result of Contractor's action or mactlOns.
. .',1" ~' "'; "F~"r',:T~'..
':'0':''':'':<>-'
ARTICLE S - OWNER'S RESPONSIBILITIES
8.01 CommumcatlOns to Conrracror
A. Except as otherwise provided in these General
ConditIOns. Owner shall Issue all commumcations to
Contractor through Engineer.
8.02 Replacemem ot'Engineel'
A. in case of termmatlon of the employment of
Engmeer, O\VTler shall appomt an engmeer to whom
Comractor makes no reasonable obJect1on. whose status
under the Contract Documents shall be that of the former
Engmeer.
R.m Furnish Data
A. O\VTler shall promptl\' furnrsh the data
reqUlred of O\VTler under the Conn-au Documents
8.04 Pay When Due
A. O\VTler shall make payments to ContraclOr
when they are due as provided m Paragraphs] 4.02.C and
14.07.C.
8.05 Lands and Easements, Reports and Tests
A. Owner's dutIes III respect of proVIding lands
and easements and proVIding engmeenng surveys to
establish reference pOlms are set forth m Paragraphs 4.01
and 4.05 Paragraph 4.02 refers to Owner's Idemifymg
and makmg available to Contractor cOpIes of reports of
explorations and tests of subsurface conditions and
drawmgs of phYSIcal conditions III or relatmg to eXlstmg
surface or subsurface structures at or contiguous to the
SHe that have been utilized by Engmeer in prepanng the
Contract Documents.
8.06
Insurance
A. Owner's responsibIlitIes, If any. III respect to
purchasmg and mamtammg liability and property msur-
anee are set forth m Article 5.
8.07
Change Orders
A. Owner is obligated to execute Change Orders
as indicated III Paragraph 10.03.
8.08 InspectIOns. Tests, and Approvals
A. O\VTler's responsibility in respect to certam
mspectlons, tests, and approvals 1S set forth Ul Paragraph
l303.B.
EJCDC ('-700 Standard Gen..ral Conditions of the Construclion Contract.
Copyright @ 2002 National 50ciety of Professiunal Engineers for EJCDC. All rights r..s..rved.
00700 - 25
'J;':',
:l
..
.-
~
=-
,
--
..
.-
:i
:I
~
..-."---.".' -'~---"-.'-'_.__.-
",', ,',,',- ,', .
, ., "';~:~;~~:~,.~;;.."'t'f"i'0,':::,~,~'jl:~W:~'/,'~"~':::;"'~ ,"':
. !~,..~."" '~:~:T!T~~~";;"
!,,~,:,'~'I~I~.~",!,~'I'\ . ~':~;f!'!W?,TI,'.\: ":-~rif:':r'.~~,;
. ~,::'.":1'."~:':"; ",';' ,,,..,
A, Engmeer will have authonry to reiect Work
whIch Engmeer believes to be defectIve, or that Engmeer
heheves will not produce a completed Pro,lect thaI
conforms to the Conrract Documents or that wtll prejudICe
the mteg-nty of thc desIgn concept 0 f the completed
Project as a functioning whole as indicated by the
Conrract Documents. Engineer will also have authonty to
reoune speCIal inspectIOn or testmg of the Work as
proVIded m Paragraph 13.04, whether or not the Work IS
fabncated. installed, or comnleted
EJCDC r- iOO Standard General Cunditions of the Construction Contract.
Copyright 'il 2002 Natiunal Society of Professional Engineers for EJCDC. All rights reserved.
00700 . 26
I
,
.
l-
E
E
E
~
l-
.
.
I:
c:
~
.
.
l-
I:
C
C
r
.
I-
SJ)9
Llmltanons on Owner '0' Responsibilities
A, The Uwner shall not supervIse. direct, or have
control or authonty over, nor he responsible for.
Contractor s me;ms. methods, techmoues, sequences. l)r
procedures of construction. or the safety precautions and
programs ITlCldcnt theretu, or tor any failure of Contractor
to complv with Laws and Regulations appl1Cahle to the
perfoI1TJllDce of the Work. Owner WIll not be responsible
Illr Contractor's r:lllure to perform [he Work IT1
accordance wlth the ContraCl Documems.
HClZardotis
EnVlronmClJw!
~ 1 (I
UndlS, /oscd
C'undWOII
A. Clwner' s responsiblllly m respect to an undIS-
closed Hazardous En vJr()TJmental ConditIOn IS set forth JT)
Paragraph 4,flcJ.
8.] I Evujence of FmOlICl,l! Arrrmgl>menl.\
A. Jr and t(1 the extent Owner has agreed to
hlmlsh Contractor re:tsonabk cvidence that finanCIal
aTTan~ements have been made tu sansty (Jwner's
ohlJga!lons under the (".'tmtTacl Documents, ("lwner's
responSIbility in respect thereof will be as set tonh 1I1 the
Supplementary (:ondl11om,
ARTiCLE (I ENGINEER ';~ STATU::; DlJRIN(j
CONSTRUCTION
9.0] Owner 0' RcprCSC71lQllVC
A. EngmeeT wll1 he Owner's representative
dunng the consmlctlOn penod The dutIes and responsl-
btlities and the Imlltanons of authontv of Engmeer as
Owner's represent:t!lve dunng construC!lon are sct forth
lI1 the Contract Documents and will not be changed
wJthoul wnnen consent or Owner and Engll1eer.
9.02 VzSllS to Site
A. Lngmeer wlll make VISItS to the Site :tt mter-
vals appropnate W the vanous stages or c()nsrruC!1on as
Engmeer (items neccssary m order to oDserve as an
expenenced and qualified destgn profeSSIOnal the
progress that has been made and the qual1tv of the vanous
Jspects or Contractor's executed Work. Based on
informatIOn obtamed during such V1SltS and observations,
Enpneer. for the benefiT of (Jwner, W1ll deTerrrune, tn
general, if the Work. IS proceeclmg lI1 accordance with the
Contract Documents. Engll1eer WIll no! be reqUIred 10
make exhaustlve or continuous mspectJons on the SHe 10
check the qualtty or quantity of the Work. Engmeer" s
efforts wi11 he dIrected toward provldmg for Owner a
greater degree of confidence that the completed Work will
conform generally to the Connact Documents. On the
baSIS of such VISitS and observations. Enpneer WIll keep
O\VTler mformed of The progress of the Work and will
endeavor to guard Owner agamsl defect! ve Work,
B. Engmeer's VISIlS and observanom are subject
t(> all the Imlltatlons on Engineer's :Jurhontv and
responsibility set l-orth 111 P,nagnph l) OSi. Portlcularly, but
wllhout lmutatlOl1, dunng or as a result oi- Engmeer's
VISitS or observations of Comractor's Work Engmeer WIll
not supervIse. duect. controL or have au thorny over or be
responsible for C onrraClOr' s means. method,), techniques,
sequence:;, or procedures of constrUcnon, or the saletv
precautions and programs Il1cldent thereto. or for any
tojjure of COntTaClOr to complv WIth Laws and
Regulanons appltcable to the pertonnance of tbe Work.
'1.03 Pro/ccl Representative
A. If O\VTler and Fngmeer agree, Enginecr will
fUITllsh 'I ResldeI1l Project Representative 10 assIst
Engmeer m provldmg more extensl ve 0 bservatlon of the
Work. The autbonty and responsibilitIes of any such
Resident Project RepresentatIve ancl assIstants WIll be as
prOVIded m the Supplementary CondItIons, and
imlltatlOns on the responsibii!tles thereof will be as
provldeum Paragraph '1.09. If Owner deSIgnates another
represemanve or agent to represent (Jwner at the SHe whu
IS not EnglTleer;; consultant, agent or employee. the
responsihilltles ancl authonty and limItations thereoD or
such other 1I1dlvlcluaJ or entIty wIll he as proVIded 111 the
Supplementary CondItIOns,
9.04 A uthorlzcd Variations 1I1 rVork
A. Engmeer mav authonze ITllnor vanatlOl1S In
the Work trom the reqUITements of the ContTact
Documents whICh clCl not II1volve an adjustment ID the
(~ontract Pnce or the Contract TImes and are compatihle
with the deSIgn concept of the completed Project as a
functIoning whole as mdicated bv the Contract Docu.
mems These may be accomplished by a FIeld Urder ancl
WI]] be bindmg on Owner and also on Contractor, who
shall perform the Work IDvolved promptly, If Owner or
ContTacTOr believes that a Fjeld Older JustIfies an
ad1ustment m the Conrract Pnce or Contract Times, or
both. ancl the paI11es are unable 10 agree on entitlement to
or on the amount or extent, If any, of an)-' such adlllstment
. a ClaIm may be macle there tor as provided m Paragraph
luUS
9,05 Rc/cetmg De/celliI(' Work
'"~-"~~'",", ~~':=:t~===~~W'l1 n~,:=Cl~
Shop Drawings, Change Orders and Pavments connectlOn wIth any mterpretanon or declslOn rendered Il1 ,_
good faith In such capacIty
A. In connection wIth Engmeer's authonty, and
lmutatlons thereof. as to Shop Drawings and Samples. see 9.09 LimiWllons on Engllleer's Am/lOnG-> ,md
Paragraph 6.17. Responslbihlles .
II
II
.
:.
,
:II
'I
.
.-
:.
:.
,
,
II
.
.
~
~
.'
:~~;'J1:"II~'-'~r.r:~~!J"1<';.'-.:'i:7
9.06
B. In connectIon WIth Engmeer's authontv, and
linutanons thereot~ as to deSIgn calculatIOns and deSIgn
drawmgs subnutted in response to a delegation of
professlOnal deSIgn seJ"\.'lces. if any, see Paragraph 6.2 I.
C. In connection wIth Engmeer' s authonry as to
Change Orders. see Articles 10. 11, and 12.
D. In connection with Engmeer's authonty as to
ApplIcatlOns for Payment, see AmcIe 14.
'1.117
DeterminatIOns for Unll Prier! Work
A. Engmeer w1l1 detemune the actual quantltles
,md claSSIficatIOns of UnIt Pncc Work performed by
Conrractor. Engmeer will revIew wnh ComraClOr the
Engmeer's prelurunary deternunations on such matters
before rendenng a wntten decIslOn thereon (by
recommendatIOn of an ApplIcation for Payment or
otherwIse). Engineer's v-mnen deCISIOn thereon will be
final and bmding (except as modified by Engmeer to
reflect changed factual condItions or more accurate data I
upon Owner and Contractor, subject to the proVISIOns of
Paragraph 1 (J 05.
9.08 DeciSIOns on ReqUirements
Documentl' and A ccepwblhrv o/' Work
of
Conn.act
A. Engmeer wilJ be the IDltIaJ mterpreter of the
reqUIremems of the Contract Documents and Judge of the
acceptability of the Work thereunder. All matters In
questIOn and other matters between (Jwner and Contractor
ansmg pnor to the date final payment is due relatmg to
the acceptabdlty of the Work and the mterpretatlOn of the
requltr::ments of the Contract Documents pertammg to the
perfonnance of the Work, will he referred IIlltlally to
Engmeer in wntmg wlthm 30 davs ofthe event glvmg nsc
to the questIOn
B. Engmeer will, WIth reasonabk promptness,
render a wrJrten deClslOn on the issue referred. If O\VIler
or Contractor belIeve that any such declSlon entitles them
to an adjustment m the Contract Price or Contract TImes
or both, a Claim may be made under Paragraph 10.05.
The date of Engmeer's deCision shalJ be the date of the
event glYmg rIse to the Issues referenced for the purposes
of Paragraph 10.OS.B.
C. Engmeer s WTltten deciSIOn on the issue
referred WIll be [mal and bmding on Owner and
Contractor. subject to the provislODS of Paragraph I 0.05.
A. Neither Engmeer's authOrIty or responsibility
under thiS AITIcle 9 or under any other prOVISIOn of the
Contract Documents nor any deCISIon made by Engmeer
m good faith eIther 10 exercIse or not exerCIse such
authontv or responsibihty or the undenakmg, exercIse. or
performance of any authonty or responsibllnv by
Engineer shall create. Impose, or glVe nsc to any dutv In
contract, tort, or otherwise owed by Engmeer te!
Contractor, any Subcontractor, any SupplIer, any other
mdlvldual or enmy, or to any surety for or employee 01
agent of any ot them.
B. Engmeer will not superVIse, dIrect, control, or
have authonty over or be respOIlSlhle for ContraclOr' ,.
means, methods, techmques, sequences, or procedures of
consrructlOn, or the safety precautIons and programs
mCldent thereto. or for any failure of Contractor to
comply with Laws and RegulatIons applIcable to the
performance of the Work. Engmeer wi II not be respon-
sible for Contractor's fallure to perform the Work m
accordance with the Contract Documents.
C Engineer will. not be responsible for the acts
or omissIOns of Cunrractor or of any Subcontractor. any
Supplier, or of any other mdiVldual or enuty pertorITllng
any of the Work.
D. Engmeer's review of the final ApphcJ.tlOn for
Payment . and accompanying documentatIOn and all
mamtenance and operatmg mstructlODs, schedules,
guarantees. bonds, certificates of mspectlOn, tests and
approvals. and other documentatIon reqUIred to be
delivered by Paragraph I4.07.A will only be to detemune
generally that thelr content complies with the reqUIre-
ments oL and m the case of certificates of IIlspectlOns,
tests. and approvals lhat the results cenified llldlcate
compliance with the Contract Documents.
E. The limitatlOns upon authonry and responsl-
bilItv set forth in thiS Paragraph 9.09 shall also apply t(J,
the ReSIdent Project Repr~sentat1ve, If any, and aSSistants,
ifany.
ARTICLE 10 - CHANGES IN THE WORK; CLAIMS
10.01
Authonz-ed Changes lIJ the Work
A. Without invalidatmg the Contract and without
notIce to any suretv, Owner may, at any tIme or from time
to t1me, order addItions, deletions, or revisions in the
D. When functJOnmg as mterpreter and judge Work by a Change Order, or a Work Change Directive.
under this Paragraph 9.08, Engineer will not show Upon receIpt of any such document, Contractor shall
EJCDC C-7()() Standard General Conditions of the Construction Contract.
Copyril!ht ~ 2002 Natiunal Society uf Professional Engineers for EJCDC. All ril!hts reserved.
()0700 - 27
"J;?~~7'::"';;;::'~;;",~~,}::'L;kf;'"'!:':!\"'"~':~f~~~:
.
I
I
I
I
t
.
t
E
E
E
I:
tt
..
.
C
C
C
p
.
l-
i:
t.
Dromptlv proc~ed wnh the Work mvolved whIch wIll be
~erfomled ,mdeT the appl1cable condillOns of the Contracl
D(1cumems [except as otherwIse speclfic:J.l1y prOVIded I.
B If OwnEr and Contractor are un:J.ble to agree
OIl elJllllernent to. or on the amount or extent. If any, of ,m
adlUsm1ent 1!1 the Contract Pnce or Contract TImes. or
bl.;~h. mat should be al10wed as a result of J Work Chang.e
Dnectlve. ;'1 CLlIITl mJ! be made therefor as proVIded In
PJ.ra!,:raph I (),Ue,
100; Untll/lill'/T,:ed Changes lI1/he iV,!rk
A.C.'onrractor shall not be enntlecl to an mcrease
IT! the CUTman Pnce 01 an extensIOn of the Comract
'Ilmes With respect to any work performed thin II not
reqUIred hv :hto' Cuntmcl Documents as :J.mended,
modIfied. ,'r supplemented as prOVIded m Paragraph J ,()4,
exc~pl 111 the case of an emer~cncv as provHied m
Paragraph a, 1 tJ ur 111 the case of uncovenng Work as
provldcJ III bra graph LH)4.R.
] (I C1:' L\ecutlOIl 0/ Chan!'c Orders
^, Owner and Contractor shall execute appropn-
at~ Change Orders recommended by e,ngmeer covenng:
l. changes 1Tl the Work whIch are: (il ordered hy
Owner pursuant to Paragraph J O.01.A Iii) requITed
because of Jcceptance of defectIve Work under P:J.ragraph
13.08,A or ()W11cr'S contcnon <.1( ddeCl1ve Work under
Paragraph 13.09, or I iiil agreed to hy the parries.
2, changes !II the Contmct Pnce or Contract
Trmes whIch ;.Jre agrecd to by the partl.es, mcludmg any
undIsputed sum or amount of tIme for Work actually
performed m accordance wrth a Work Change l:mcctJve;,
:J.nd
3. changes m the Contract Pnce or Contract
TImes whIch embody the substance oj any wntten
declslDn rendered bv J:ngmcer pursuant to Paragraph
IO.OS; proVIded that m heu of cxecutmg any such
Change (Jrder, an appeal may be taken from any such
deClslDn in accordance WIth the proVisions of the Contract
Documents and app l1e;.Jble La ws and R egulatlons, but
dunng any such appeal. Contractor shall carryon the
Work and adhere to the Progress Schedule as provided 1Il
Paragraph a,I8.^-
10.04 NonricallOn tu Suren'
A. If notice of any change affectmg the general
scope of the Work or the prOVISIOns of the Contract
Documents I mcluding, but not limned to, Contract Pnee
or Contract Times I IS reqUIred by the provislOns of any
bond to be glyen to a surety, the givmg of any such notice
will be Contractor's responsibihtv. The amount of each
applicable bond will be adjusted to reflect the effect of
any such change.
" ',.~: :';<~r';~'tr~~~~~~"!W~>:ql~~;;~'T~;" "~'" ",>:;"," I'
1005 Clmms
A, Em;lrll!crs DeCISIOn ReqUired' All CJalfllS,
except those walved pursuant to Paragraph 14,09. shall be
retened to the Engmeer tor deCISIon. !\ deCISIon bv
Engmeer shall be requned as a condltlOn precedent to any
exerClse by Uwner or Contractor or any rights iJT remedles
enher may otherWIse have under the Commct Documents
or by La\vs and RegulatIons m respect 01 such ClaIms,
8, Nnl/cc Wnl1en notIce smtmE-' the general
llaUlre of each Claim, shall be delivered by the claImant In
Engmeer :J.nd the other party to the Contract promptl y (hut
1ll no event later than 3(J d:J.Vs I after the stan of the event
t!lVlI1g: rise thereto The responslbllnv to suhstantlate J
C].n!1l shall rest wlth the party makIng the eb1111, Nonce
nf the amount or extent of the Claim, wIth supportmg data
shall be delivered to the Engmeer and the other panv II)
the Contract wtthm 6() days atter the start of such evenl
(unless Engmeer allows addinona] tIme for claImant tll
submll addltiolJal or more accurate claw In support of such
Clamll. A Clmm for an adjustment m Contract Pnce shall
he prepared 111 accordance with the proYISlOm of
l'aragT:J.ph 12.01.B, A ClalITl for an adjustment m Contr:J.cl
Tune shall he prepared m accordance WI th the proVISIOns
of Paragraph] 2.02.B. Each Cblm s/!:J.]] be Jceompamed
by claImant's wnttcn statcmc:Dt that the adjustmenI
clanned IS the entire' adjllSm1ent t.o wlllch the clarmJnl
belIeves it ts entitled as a result of saId event. The
opposlDg parry shall subnut any response to Engmeer and
the claImant wlthm 30 da vs aftcr receIpt of the claimant's
lasl subrruttal I unless Engmeer allows addinona] tIme I.
C. Engineer '.\' Awon: Engmeer will revIew each
Claim and, wltrun 30 days after receIpt of the lasl
suhnuttal of the claImant or the last suhnuttal of the
opposlDg party, if any, take one of the followmg actlODS
m wnllng:
1. deny the Claim m whole or III pan,
2. approve the ClaIm, or
3. notify the parnes that the Engmecr is unable to
resolve the Cl:J.lm If. 111 the Engmeer's so!c discretlOll, It
would be mappropnate for the Engmeer to do so. For
purposes of further resolutIOn of the ClaIm. such notIce
shall be deemed a dema!
D. In the event that Engineer does not take actlOn
on a ClaIm withm saId 30 days, the ClaIm shall be
deemed demed.
E. Engineer's WTltten action under Paragraph
1O.05.C or clema! pursuant to Paragraphs 1O.OSL3 or
100S,D will be final and hll1dmg upon Owner and
Contractor, unless Owner or Contractor ll1yoke the
dIspute resolutlOn procedure set forth In Anic1e 16 wlthlD
30 days of such actIOn or dema!
LJCDC ('-700 Standard General Conditions of the Construction Contract.
Copyright (0 2002 National SOCletv of Prnfe$,innal Engineers lor EJCDC. All rights reserved.
00700 ~ 28
'-;.~~;r~:--~-:-"""~"'''''''''~'''' ,
, .\' ~~!.",~1 '.'~'i,~~,:'.:t,,; ,!",,,,,~~\:...,~~ ~~~~~~: I" ~ '.
'>I,:'~!''.':'lV ....::..'i';T~ I ..~"'., ~,\~'" ~,~~ .,.,,\~, "p,~"",,:" ''!t,. .., :'~""'"};~';Il~'.
.,1,"" :l!1',:~l:~'~~~~*,.'.!" ,': "',:',......",'~~"~,.......'-,;T';~":'":7""~:~:"';';:",.. .Z!:~:;:;:~r""7~ ':;~,~~
F, No ClaIm for an admslment m Contract Pnce
or Connact Times wIll be valid If not subrruned m
accordance with this Paragraph 10,05,
ARTICLE 11 COST OF THE
ALLOWANCES: UNIT PIUCE WORK
WORK:
1 J ,01 COST o(the ~j/ork
A. COStS /nduded, The term Cost of the Work
means the sum of all costs. except those excluded In
Paragraph 1 LO 1.B, necessanly mcurred and paid by
Contractor m the proper performance of the Work. When
the value of any Work covered by a Change Order or
when a Claim for an adjustment m Contract Pricc IS
determmed on the baSIS of Cost of the Wark.. the costs to
be reimbursed to Connactor will be only those additIOnal
or mcremenml costs requited because of the change m the
Work or because of the event glvmg nsc to the ClaIm,
Except as otherWIse may be agreed to in wntmg bv
Owner, such costs shall be m amounts no higher than
those prevallmg in the locahty of the Project, shallmclude
only the followmg Hems, and shall not melude anv of the
costs iterrnzed in Paragraph II.Ol.B.
I. Payroll costS for employees m the duect
employ of Connactor m the performance- of the Work
under schedules of Job classificatlons agreed upon by
Uwner and Contractor. Such employees shall mclude,
wHhout hmJtatJon, supermtendents. foremen. and other
personnel employed full tJme at the SHe. PaYroll cOStS for
emplovees not employed fun nme on the Work shall be
apportlOned on the baSIS of their tIme spent on the Work.
Payroll costs shall include, but not be hmlted to, salanes
and wages plus the cost of fringe benefits, whIch shall
lllclude SOCIal secunty contributIOns, unemployment,
eXCIse, and payroll taxes. workers' compensatIOn, health
and renrement benefits, bonuses. SIck leave. vacanon and
holiday pay applicable thereto. The expenses of
perfomung Work outSide of regular worklllg hours, on
Sarurday, Sunday, or legal holidays. shall be mciuded ill
the above to the extent authorIZed by Owner.
2. Cost of all matenals and equipment furnIshed
and Incorporated in the Work, mcludlllg costs of
nansportatlOn and storage thereof, and Suppliers' field
servIces reqUIred m connectIOn therewlth. All cash
discounts shal1 accrue to Contractor unless Owner
deposJts funds with Contractor with which to make pay-
ments, III whICh case the cash discounts shall accrue to
()wner An trade discounts, rebates and refunds and
returns from sale of surplus matenals and eqUIpment shall
accrue to Owner. and Contractor shall make proVIsions so
that they may be obtamed.
3, Payments made by Contractor to
Subcontractors for Wark performed bv Subconnactors. If
reqUlred by (iwner, Connactor shall obtam competltlve
bIds from subcontractors acceptable to Owner and
Connactor and shall dehver such bids w Owner, who WIll
then cieterrrune, with the adVIce of Engmeer. whIch bIds.
If any. w1l1 be acceptable. If any subcontract provides that
the Subcontractor IS to be paid on the baSIS of Cost of the
Work plus a fee. the Subcontractor's Cost of the Work
and fee shall be deterrnmed in the same manner as
Contractor's Cost of the Work and fee as provided In thIS
Paragraph 11.01
4, Costs of speCIal consultants ( includmg but not
hrruted to Engmeers, archnects, testIng laboratones.
survevors, attorneys. and accountants I empioyed lur
servIces specIfIcally related to the Work.
5. Supplemental costs lllcluding the followmg
a, The propornon of necessary transportalloll.
travel, and SubSIstence expenses of Contractor' s
employees mcurred in discharge of dunes
connected wlth the Work.
b. Cost, mcluding transportatIOn and mamte-
nance. of all matenals, supphes. eqUIpment.
machlllery, apphances, offlce, and temporary
facllmes at the Site, and hand tools not owned hy
the workers. which are consumed ll1 the perfor-
mance of the Work, and cost, less market value,
of such !tems used but not consumed wll1ch
remam the property of Contractor.
c. Rentals of all constructlOn eqmpment an
machmery, and the parts thereof whether rente"
from Contractor or others 1D accordance wlth
rental agreements approved bv Owner WIth the
adVIce of Engmeer. and the costs of
transportanon, loadmg, unloading, assembly,
dlsmantllIlg, and removal thereof. All such costs
shall be in accordance WIth the terrm of said
rental agreements. The rental of any such eqmp-
ment, machmery, or parts shall ct:ase when the
usc thereof IS no longer necessary for the W orL
d. Sales, consumer, use, and other similar taxes
related to the Work. and for which Connactor IS
hable, Imposed by Laws and RegulatIons,
e, DepOSIts lost for causes other than negligt:nce
of Connactor, any Subconnactor. or anyone
directly or mdirectlv emploYf'd by any of them or
for whose acts any of them may be hab1e. and
royalty payments and fees for penruts and
licenses.
f. Losses and damages (and related expenses)
caused by damage to the Work, not compensaled
by msurance or othefWlse, sustamed by
Contractor in connectlOn WIth the performance
of the Work (except losses and damages within
the deductible amounts of property msurance
established In accordance WIth Paragraph
5.06.D), provided such losses and damages have
EJCDC (-700 Standard General Conditions of the Construction Contract,
Copyright l!) 2002 National :;'ociety of Professional Engineers for EJCDC. All rights reserved.
00700 - 29
:.
::J
='
-t
..
..-
:i
:.
,
,
-t
..
--
:i
,
,
III
..
.-
.
..
:.
:.
I
~
..
I-
..
l-
e
c
r!
..
II'
. ': .:."':'~' :I~.,' ~ :',; :~I {'\~':' ,., .'''':'i'~.'' 1!;Il';~:~;, "'~1:I'I~~~~:1!,m~'~,
resulled from causes other than the negligence of
Contractor, any Subcontractor. or anYone
dneetlv or mdlrectly employed by any of them or
for whose aClS any of them may be hable. Such
losses shall lllclude settlemems made with the
wnrten consent and approval of Owner. No such
losses. damages, and expenses shall be included
111 the Cost of the Work for the purpose of
detenmmng Contractor's fee
~. Tl)e CUSt of utllJtJes. iuel. and samtarv
laulines J t the SIle
h. Mmor expense:; such as telegrams, long
dIstance telephone calls. telephone servIce at the
SHe. npresses, and snmlar perty cash Hems m
connecnon wHh the Work.
1. The costs of premIUms for all bonds and
lllsurance Contractor IS reqUIred by the Contract
Documents to purchase and mamtarn.
B. C,)\"/I Ex,:/tuicd The teml Cost of the Work
shall not lm:lude an v of the followmg Hems:
1. Payroll costs and other compensation of
Contractor's officers. exeeut1ves, prmclpaJs (of
partnershIps and sole propnetorslups), general managers,
safety managers, engweers, archnects, estImators, attor-
neys. audJlors, accountants, purchasmg and contractll1g
agents, e~~pedllers. tlmekeepers, clerks, and other
personnel employed hy Contractor, whether at the SJle or
m Contractor's prll1clpal or branch office for general
aunUl1lstratlOn of the Work and not specifically tncluded
ID the agreed upon schedule of Job classificatIOns referred
to l!l Paragraph ll.U J ,A. 1 or speCIfically covered by
Paragraph 11.Ol.A.4. all of which are to be conSIdered
adnumstranve costs coveted bv the Contractor's fee,
2. Expenses of Contractor's pnnclpal and branch
ofllces other than Contractor's office at the Site.
~\. Anv part of Contractor' s capnal expenses.
mcluding Interest on Contractor's capital emplOYed for
the Work dnd charges agarnst Contractor for dellrlljuent
pa yments.
4. Costs due to the negligence of Contractor, any
Subcontractor, or anyone directly or mduectly employed
by any of them or for whose acts any of them may be
hable, mcludmg but not limned to, the correctlon of
defectIve Work, dlsposal of matenab or eqUlpment
wrongly supphed. and makmg good any damage to
property.
~ Other overhead or general expense costs of
any kind and the costs of any llem not speCIfically and
expressly ll1cluded in Paragraphs] l.OLA and ll.OLB.
C. Contractor's Fee. When all the Work lS
petformed on the bas is of COST-plus, Contractor' s fee shall
;.'::1.'.1 "~r~'~:';!;~~.~"'",:~.fl'"lr;;.;~j~~:\'::r:\.,,,,,"'::'" ~:., :;~'~;
'(',
..,:;:,''':'',~';
be detenmned as set fonh ll1 the Agreemem. When the
value of anv Work covered bv a Change Urder or when a
Clarm for an admstment m Contract Pnce IS detemuned
on the basls of Cost of the Work. Contractor's fee shall be
detenmned as set forth 111 Paragraph 12.Ul,C.
D. Documelllclllnn Whenever the Cost of the
Work for any purpose 1S w be dctenmned pursuant to
Paragraphs 11.U1.A and 1 Ul l.B, Contractor wlll estabhsh
and mamtam records thereof 1I1 accordance wnh general I v
accepted account1l1g practices and subnut III .\ foml
accept::ible to Engmeer an ItemIzed cost breakdown
together WIth Suppo11mg data.
11.02 A Iiowanccs
A. 1t 1S understood that Conuactor has mcluded
111 the C:ontr::ict Pnce all allowances so named ll1 the
Contract Documents and shall cause the Work so covered
to be performed for such sums and by sllch persons ur
entltles as may be acceptable to Owner and Engmeer.
B. Cash A l!.) WII]J <-'cs
1. Contractor agrees that:
a. the cash allowances mclude the cost to
Contractor (less any appltcable trade dIscounts I
of matena1s ::ind eqUlprnent reqUIred by the
allowances to be dellvered at the Sne, and all
apphcable taxes: and
b. Contractor's costs for unloading :md handlmg
on the SIte, laboL ll1stallatlon , overhead, profit.
and other expenses contemplated for the cash
allowance~ have been mcluded 111 thc Contract
Pnce and not 1I1 the allowances, and no demand
for addttional payment on account of any of the
foregomg will be valid.
C. Contmgency Allowance
1 . Cuntractor agrees that contmgenc'.'
allowance, if any, is for the sole use of Owner to cover
unant1clpated costs.
D. Pnor to final payment, an appropnate Change
Order will be Issued as recommended by Engmeer to
reflect actual amounts due Contractor on account of Work
covered by allowances, and the Contract Pnce shall be
correspondmgly adjusted.
] 1.03 Ul)ir Price Work
A. Where the Contract Documents prOVIde that
all or pan of the Work 1S to be Ul1lt Pnce Work, mltlally
the Contract Pnce will be deemed to ll1clude for all Ul1lt
Pnce Work an ::imounr equal to the sum of the unn pnce
for each separately identIfied item of Urnt Pnce Work
tImes the esnmated quantIty of each item as lIldlcated m
the Agreement.
EJCDC C-700 Standard General Cunditions of the Conslruclion COnlract.
Copyright cP 2002 Nalional Society of Professiunal Engineers for EJCOC. All rights reserved.
00700 . 30
. ,l"~<"-,',, ":I.'~,:~;""7''0~ -
, ... '.';~'~ v." ':~': ~',r.l.i,. ",,'~~ni{l;~~;" ;':'!.~" "~~~:~,"~':'"
,:"';
B. The estimated quantines of items of Unit
Pnce Work art not guaranteed and are solely for the
purpose of comparison of Bids and detemllmng an ml1lal
Contract Pnce, Determmanons of the actual quantities
and classificatIOns of Umt Pnce Work performed by
Contractor will be made by Engmeer subJect to the
provlsions of Paragraph 9,07,
C. Each unll pnce will be deemed to mclude an
amount conSIdered by Contractor to be adequate to cover
Conrractor's overhead and profit for each separately
Idennfied nern.
D, Owner or Contractor may make a Claim for
an adjustment m the Contract Price 1Il accordance with
Paragraph 10,05 if:
I, the quantIty of any Item of Umt Pncc Work
performed by Contractor differs matenally and slgl1lfi-
cantly from the estnllated quantlty of such Item mdlcated
m the Agreemem~ ane!
2, there lS no corresponding adjustment with
respect any other item of Work; and
3, Contractor belteves that Contractor is entitled
to an mcrease m Contract Pnce as a result of havmg
mcurred additIOnal expense or Owner believes that Owner
lS entnled to a decrease in Contract Pnce and the parties
are unable to agree as to the amount of any such mcrease
or decrease,
ARTICLE 1:2 - CHANGE OF CONTRACT PRlCE~
CHANGE OF CONTRACT TIMES
12.01 Change o.fConrraet Prlee
A, The Contract Pnce mav only be changed bv a
Change Order. Any Clalm for an adlustment lD the
Contract Price shall be based on VvTltten notlce subrrutted
by the party'makmg the ClaIm to the Engmeer and the
other party to the Contract m accordance with the
proviSIOns of Paragraph 10.05,
B, The value of any Work covered by a Change
Order or of any Clalm for an adjustment in the Contract
Pnce will be determined as follows:
1. where the Wark involved is covered by unn
pnces contamed m the Contract Documents, bv applica-
tIon of such unit prices to the quantltles of the !terns
involved (subject to the proYlSlons of Paragraph 11.03)~
or
2, where the Work mvolved IS not covered bv
umt pnces contamed m the Contract Documents, by a
mutually agreed lump sum (WhlCh may mclude an
.">'
'. ".!,'~n>':""):J: . 'l"'!~':"I"'-I'.I'~,~~~~\i-'!""
. 'r.~. ',...."""'"7',.,-~'~""'"~~?,~~~~'"
allowanct for overhead and profit not necessanlv In
accordance wHh Paragraph 12.D 1.e.21; or
3, where the Work mvolved IS not covered by
umt pnces contained in the Contract Documents and
agreement to a lump sum lS not reached uhder ParagrOlph
12,01.B,:;, on the baSIS of the Cost of the Work
(detenruned as prOVIded in Paragraph 11,011 plus "
Conuactor's fee for overhead and profit (deterrmned :JS
proVided in Paragraph 12,01.C1,
C, Conrraeror ',I Fee' The ConrraClOr's fee for
overhead and profit shall be detem1inecl as follows:
I, a mutually acceptable flxed fee, or
: if a fixed fee IS not agreed upon, then a fee
based on the followmg percentages of the vanous po mons
of the Cost of the Work
a, for costs incurred under Paragraphs 11,0 I,A.I
and 11,01 ,A.2, the Conrractor' s fee shall be 1"
percent;
b, for costs mcurred under Paragraph Il.Ol.AJ,
the Contractor's fee shall be five percent:
c, where one or more uers of subcontracts are OIl
the baSIS of Cost of the Work plus J.' fee and no
Exed fee IS agreed upon, the intent of Paragraph
12.01.C.2.a is that the Subcontractor who
actually performs the Work at whatever tler. will
be paid a fee of 15 percent of the costs mcurred
by such Subcontractor under Paraf,'Taphs
11.01.AI and 1 La 1.A.:; and that any hlgher tIer
Subcontractor and Contractor WIll each be patd a
fee of five percent of the amount paid to the next
lower' tier Subcontractor;
d, no fee shall be payable on the baSIS of costs
Jtcmized under Paragraphs 11.C!l.A4, 11.01.A5,
andl1.01.B;
e, the amount of credit to be allowed by
Contractor to Owner for any change whIch
results Ul a net decrease III cost WIll be the
amount of the actual net decrease !Tl cost plus a
deduction III Contractor's fee bv an amount equal
to five percent of such net decrease~ and
f when both additions and credits are mvolvee!
m anyone change, the adlustment III
Contractor's fee shall be computed on the baSIS
of the net change m accordance \VIth Paragraphs
12,01.C.2,a through 12.01.C.2.e, inclUSIVe
12,02
Change of Contraer Times
A The Contract Times may only be changed by
a Change Order. Any ClaIm for an adjustment III the
Contract Times shall be based on \VI1tten notIce subrrutted
EJCDC C-700 Standard General Conditions of the Construction Contract.
Copyright (Q 2002 National Society of \'rofessional Engineers for EJCDC. All rights reserved.
00700 - 3t
,
,
-I
.
.-
:.
:.
,
,
-I
.
.-
:i
:.
:-
..
.
-I
.
.-
:.
=-
,
I!W
t
I
E
E
.
.
It
.
.
C
I:
~
~
@
.
E:
C
C
~
II!
.
~
t.
hv the pan:.' making the CLllm to the Engmeer and the
o;her pan, [(i the ,~ontract III accordanl.:e with the
provlslOns of Paragraph 10,05.
B, Anv 2<dnlS1ment of the Contract Times
covered by 2< ,=hange Order or 2<nv Claim for an
adlusnnent III the Conrracl TImes will be deterrruned In
ac~ordance with the provlSlOns of thIS Amelc 1::'.
] ::'.()~' {ic/an
:\. Where Contractor IS prevented from
compktlng JnY' pari of thc Work wnhm the Conrract
TIme, due 1(1 delay beyond the eonrrul of Cuntrac:tor. the
('ontmct Tnnec, wIll be extended ll1 an amount equal to
the tllne !c,st due to such delay If a ClaIm IS made thereto!
2<S pnlVlded III Paragraph 12()2A, Delays bevond the
conlIlJI of ('ontmctor shaU mclude. but not be Imllted to,
acL ur nCl!len by ()wneL acts or neglect of utilIty owners
or other conrractors pcrfomung other work as contemplat-
ed bv A rnel t' 7, fires. noods. epIdemiCS, abnormal
weather condJllUns, or acts of Cod,
13. If Owner, Engmecr, or otber contractors or
lltlhtv owner,; pertormmg other work for Owner as
contemplated bv ArtJcle 7, or anyone fot whom Owner IS
responsible, delays. chsrupts, or mterferes WIth the
performance ur progress of the W otk, then Conrractor
shall be entItled tn an eqUltahlc adjustment lD the Contract
Price or the ('ontrJ.ct TImes , or both, Contractor's
entitlement to an adrustment of thi; Contract TImes is
conclItlOl1ed 011 such adJusrment bemg essennal to
ConrraClOr":, aDIlltv 1u completc the Work withll1 the
Conrract TImes,
C: If Contractor is delaved ll1 the performance or
progress of thc Work hy fire, Dood, epldeffilc. abnonnal
weather Ul!1dltlOnS, acts of God. acts or faIlures to act of
UtI 11 tv owners not under the control of Owner, or othcr
causes not the fault of and bevond control of Owner and
I.:ontractor, tnen Conrractor shall be entitled to an
equitable adjustment 1II Contract TImes, If such
adjustment IS cssennal to Contractor's ability to complete
the Work wlthm th(~ Contract Tunes. Such an adJusm1ent
shall be Contractor':, sok and exclUSive remedy for the
dela','s descnbed 111 this Paragraph 12,03,C.
D ()vmer, Engmeer and the Related EntItIes of
each of them shall nor be liable to Conrractor for any
clmms. costs, losses, or damages I including hut not
lirruted to all fees 2<nd charges of bngmeers, archrtects,
attornevs. and other profeSSIOnals and all coun or
arbltTatIon or other dIspute resolutlOl1 costs) sustamed by
Contractor on or 111 connectIon WIth any other prOject or
antlclpated prCl]ecl.
'" '(;:' ":" "~~I:-I '!O:(:;'~ ~'.
ARTICLE 13 TESTS
CORRECTION, REMOVAL
DEFECTIVE WORK
AND INSPECTIONS.
OR ACCEPTANCE UF
)3,01 Nonce o(De(ects
A. Prompt notIce of all defectlve Work 01' which
Owner or Engineer has actual knowledge will be gIven tll
ConrraClor, All defectIve Work mav be reJected.
corrected. or accepted as proVIded lD thIS Amc Ie 13,
13 0::' Access [(1 Work
A, Owner, Engmeer, theIr consultants and other
representatIves and personnel of Uwner, mJependenl
testIng laboratone" and govemment:d agencIes wIth
Junse!ict!onallllterests will have access to the SIte Jnd the
Work at reasonable tImes for then observatIOn,
inspecnng, and testmg, Contractor shall prOVide them
proper and sak conditlOns for such access and adv\s(~
them of Conrractor's SIte safety procedures and programs
so that they may comply thereWIth as applrcabJe.
13.03 Tesls and /nspecllons
A. Contractor shall give Engineer timely notlce
of readiness of the Work for all requtred mspect!OTlS,
tests, or approvals and shall cooperate W1 th lllspecnon and
testmg personnel to facihtate reqUIred inspect!ons or tCSts.
B, Owner shall employ and pay for the serVIces
of an mdependent testmg laboratory to perform all
mspections, tests, or approvals required by the Contract
Documents except:
I, for lllspectlOns, tests, or approvals covered bv
Paragraphs ]3,03,( and 13.03.D below;
1, that costs incurred m conncctlon with tests or
lllspectJons conducted pursuant to Paragraph 13,04.B
shalJ be pale! as provided III said Paragraph 13.04 C: and
3, as otherWIse speCIfically prOVIded in the Con-
tract Documents,
C. If Laws or Regulations of any public bodv
havmg JurisdictlOn reqUlre any Work (or part thereof!
specifically to be inspected, tested. or approved by an
employee or other representatlve of such pubhc hody.
Contractor shall assume full responsibilitY' for arrangmg
and obtammg such inspectlOns, tests, or approvals, pay all
costs m connectIon therewIth, and furnish Engllleer the
required certificates of mspectlOn or approval.
E C onrractor shall not be entlt]ed to an
adjustment in Contract Pnce or Contract TImes for delays D, Conrractor shall be responsible for arrangmg
wnhlll the control of Conrractor. Delays attributable to and obtamlllg and shall pay an costs in COTU1ectIOn WIth
and wlthlll the conrrol of a Subcontractor or Supplier shall any inspectlOns, tests, or approvals required for Owner's
be deemed to be deiays withm the control of Contractor. and Engineer's acceptance of materials or eqUIpment to
EJeDC C-700 Standard General Conditions of the Constroction Contract.
Copyright (9 2002 National Society of Professional Engineers for EJCDC. All rights reserved,
00700 - 12
be Incorporated in the Work; or acceptance of matenals,
nux desIgns, or equIpment submitted for approval prior to
COlllractor's purchase thereof for mcorporanon m the
Work. Such inspectlOns, tests, or approvals shall be
performed by organizations acceptable to Owner and
Engmeer.
E, If any Work (or the work of others) that IS to
be lllspected, tested. or approved IS covered by Contractor
without wnnen concurrence of Engmeer, Jt must, if
requested hy Engllleer, be uncovered for observatIOn.
F Uncovenng Work as prOVIded III Paragraph
13.03,E shall be at Contractor's expense unless
Contractor has gIVen Engineer lIme]y notICE of
Contractor's llltentlOn to cover the same and Engineer has
not acted Wlth reasonable promptness m response to such
notIce.
13.04 Uncovering Work
A. If any Work IS covered contrary to the wntten
request of Engmeer. 11 must, if requested by Engineer, be
um:overed for Engineer's observatIOn and replaced at
Contractor's expense.
B. If Engineer considers II necessary aT adVIsable
that covered Work be observed hy Engmeer or lllspected
or tested by others, Contractor, at Engmeer' s request,
shall uncover, expose, or otherwIse make avallable for
observatlon, mspecllon, or testmg as Engmeer may
reqUIre, that portIOn of the Work m questIOn, furrushing
all necessary labor, matena!. and eqUIpment.
'C. If It is found that the uncovered Work is
defecnve, Contractor shall pay all clanns, costs, losses,
and damages (including but not !tmlled to all fees and
charges of engmeers. archllects. attorneys, and other
profeSSIOnals and all coun or arbitratIOn or other dIspute
resoluflon costs I arislllg out of or relatlllg to such
uncovenng, exposure, observanon, mspcctlon, and
testmg, and of satlS factory replacement or recotlstrucnon
Illlcluding but not !lnuted to all costs of repair or
replacement of work of others); and Owner shall bt
entItled to an appropnate decrease mthe Contract Pnce. If
the pal1les are unable to agree as to the amount thereof.
Owner may make a ClaIm therefor as provided 1Il
Paragraph 10.05
D. If, the uncovered Work is not found to be
defectlve, Contractor shall be allowed an mcrease m the
Contract Pnce or an extensIOn of the Contract Times, or
both, dIrectly attributable to such uncovermg, exposure,
observatlDn. mspectJon, tesnng, replacement, and
reconstructlon. If the partIes are unable to agree as to the
amount or extent thereof, Contractor may make a ClaIm
therefor as provided in Paragraph 10.05
13.05
Owner Mal' Stop the Work
A. If the Work IS defecllve. or Contractor fails to
supply suffiCIent skilled workers or .:> uitable mmenals or
eqUlpmem. or fails to perform the V\/ork In such a wa V
that the completed Wark wIll conform 10 the Contra~t
Documents. Owner mav order Conuactor to stop the
Work, or any portIOn thereof, until the cause for such
order has been elimmared: however, tIllS right of Owner
to stop the Work shall not gIve nse to any dutv on the part
of Owner to exercIse thIS nght for the benefit of
Contractor, any Subcontractor, any Suppher, anv other
mdivldual or enmy, or any surety for, ur emplovee or
agent of any of them.
13.0b CorrectIOn or Removal oj DeTecllv<, Work
A. Promptly after receIpt of nonce, Contractor
shall correCT all defectIve Work, whether or not
filbncated, mstalled, or completed, or, If the Work has
been rejected by Engllleer, remove Jt from the Project and
replace 11 wllh Work that IS not defective. Contractor shall
pay all clann.s, costs, losses, and damages (includmg but
not !inmed to all tees and charges of engmeers, archilects,
attorneys, and other profeSSIOnals and all court or
arbItratIOn or other dIspute resolutIOn costs 1 anslllg out of
or relatlllg to such correctIOn or removal (mcludlllg but
not hnuted to all cOStS of repair or replacement of work of
others I.
B. When eorrectmg defectIve Work under Ihe
terms of thIS Paragraph 13.06 or Paragraph 13.07,
Contractor shall take no actwn that would VOid or
otherwTse Imparr Owner's speCIal warranty and guarantee,
lfanv, on said Work.
13.07 CorrectIOn Period
A. If within one year after the date of Substanllal
CompletIOn (or such longer penod of 11me as may be
prescrihed by the terms of any applicable speCIal
guarantee requrred hy the Contract Documents I or by any
specifIC proVIsion of the Contract Documents, any Work
IS found to be defectlve, or If the repaIr of anv damages to
the lanJ or areas madc available for Contractor's use by
Owner or perrrutted by Laws and RegulatIOns as
contemplated lD Paragraph 6.11.A is found to he
defectIve, Contractor shall prompt! y, wllhout cost to
Owner and lD accordance with Owner's wnttcn
lllStruCtlOtlS:
1. repair such defectIve land or areas; or
2. correct such defectIve Wark; or
3. if the defect!ve Wark has been re) eeted by
Owner, remove It from the Project and replace It with
Work that IS not defective, and
4. satIsfactorily correct or repaIr or remove and
replace any damage to other Work, to the work of others
or other land ar areas resultmg therefrom.
EJCDC C-700 Standard General Conditions of the Cunstruction Cuntract.
Copyright cD 2002 National Society of Professional Engineers for EJCDC All rights reserved,
00700 - 33
,".):.:I.',-,I?,
:.
,
-I
.
.-
~
:.
,
,
-I
.
.-
:.
:.
,
III
.
-I
.
.-
:.
:)
,
" ;, ," ~,,' : " ..," ., : .-,
. ::~"W'-'~', .l'.<~ c':"N~"'''<'''~:., ,. '::"V~\i:il1i'~l1']?~
';'.'~I.I;'~.'.~~H:~,t~~~~(~':.~~~
....
l-
E
E
E
E
l-
.
l-
t
c:
t
,.
.
IP
.
~
C
C
r
.
l-
.
h-
e.
B If Contractor does not prompdy comply wtth
thl' tcrms of Owner::, '-"THten mstruCllons, or in an
emerl!enC',' where delay would cause senous nsk of loss
or d'~ma~e. Owner 'mav have the defectlve WorK
corrected or rep,med or may have the rejected Work re-
moved and replaced. All clanns. costs. losses, and
rbmages 11l1cluding but not iirruted to all fees and charges
oj eng1Jleers, arclmects, ::momeys. and other professlOnals
and all COUf! or arnJtranon or other dtspute resolutlon
costS) anSlDlo', out of l)r rclatmg to such correctlOn or repair
or such removal ;,md replacement (mcludmg but not
Lrmted to all costs of repaIr or replacement of work of
others I wIll be paid by Contractor.
C' In speCIal CIrcumstances where a partJcular
Item of eq\llpmenl )S placed l.ll contInuous servIce before
Substanllal Complel1c)[l of all the WorL the correctlOn
pcnod ior that Hem mav start 10 run horn an earler date If
su provided lD the SpeCIfIcations
D Where defectlve Work (and daIllilge to other
Work resultlIll!, therefrom I has been corrected or removed
and replaced under thiS Paragraph 13.07, the correctIOn
penod hereunder WIth respect to such Work Wlll be
extended for an addlllOnal penod of one year after such
cuneCllon or removal and replacement has heen
satlsfactonly completed.
L Contrac10r'::, ohllgatIOns under thIS Paragraph
13.cJ7 are ill additIOn to any other obligauon or warrantv.
The provlSlons of thiS Paragraph 13.07 shall not be
construed as a suhstltme for or a Walver of the prOVISIOns
oj any apphcable sratme oflmlltatlOn or repose,
13.0X Acccprance c>(DoectlvE' Work
A, If. Il1sTead of reqUIring correctIOn or removal
and replacemenl of defectlve Work, Owner I and, pnor to
Engmeer's recommendatIOn of final payment, Engineer)
prefers to accept It, Owner may do so. Contractor shall
pa v al1 clam1S, COStS, losses, and damagcs I meludlllg but
not limned to all fees and charges of engmeers, architects,
anorneys, and other profeSSIOnals and an coun or
arbJtratlOn or other dIspute resolutIOn COStS) attributable to
Owner's evaluation of and deterrmnatlOn to accept such
defective Work (such costs to he approved hy Engmeer as
to reasonableness I and the dimmished value of the Wark
tf> the extent not otherWIse paid bv Contractor pursuant to
thiS sentence. If an',' such acceptance occurs pnor to
Engmeer's recommendallon of final payment. a Change
Orcier will he lssw:~d mcorporatmg the necessary reVlSlons
III the Contract Documents WIth respect 10 the Work, and
Uwner shall be entitled to an appropnate decrease III the
Contract Pnce, refJectInIo', the ciirrumshed value of Work
so accepted. If the parties arc unahle to agree as to the
amount thereof. Owner may make a Claim therefor as
prOVIded in Paragraph 10.0:;, If the acceptance occurs
after such recommendation, an appropnate amount wIll be
paid by Contractor to Ovmer.
13.09 Owner Ma,v Correct Ddecrzve ~V()rk
A. If ContraClOr falls withlll a reJ.sonable tIme
after written notice from Engmeer to correct defectIve
Work or to remove and replace rejected W OI'k as reqUIred
by Engmeer In accordance WIth Paragmph 13.0b.A, or If
Contractor fails to perform the Work m ai:cordancc with
the Contract Documents, or If Contractor falls 10 comply
WIth anv other provlslOn of the Contract Documents,
Owner may, aiter seven days wnTIen nonce to ContrKtoL
correct or remedy any such deficlency.
B. In exerClsmg the nghts and remedies under
tlm Paragraph ]3,OLJ, Owner shall proceed expedITIously,
In conneCllon with such correctlve or remedial acnon,
Uwner may exclude COIllT<1ctor trom all or pan of the
Slte, take possesSIOn of all or part of the Work and
suspend Contractor's servIces related theret'J, take posses-
sJOn of Contractor's tools, appliances, consrruenon
eqmpmenl and machll1ery at the SIte, and lIlcorporate 1Il
the Wark all matenals and eqUIpment stored at the Site or
for whIch OWller has paid COIllTactor hut whIt h arc stored
elsewhere. Contractor shall allow Owner, Owner's
represcntanves, agents and employees, Owner's other
contractors, and Engmeer and Engmeer' s cunsultants
access to the Site to enable Uwner 10 exercise the rights
and remedIes under thIS Paragraph.
C. All clanns, costs, losseo;, and damages
(mcJuding bUl not hrruted to all fees and charges ot
engmeers, architects, attorneys, and other profeSSIOnals
and all court or arhitratlOn or other dispute resolutioll
costs'i incurred or sustallled by Owner m exerclslIlg the
nghts and remedies under thIS Paragraph 13 .Ol) wil1 be
charged against Contractor, and a Change Order will be
Issued incorporating the necessary reVISlons In the
Contract Documents with respect to the Work; anci Uwner
shal1 be entttled to an appropnate decrease m the Contract
Pnce. If the partIes are unable to agree as to the amount oi
the adjustment Owner may make a Clalm therefor as
provided in Paragraph 10.05, Such claIms, costs, losses
and damages will melude but not be limi ted to all costs of
repan, or replacemem of work of mhers destroyed or
damaged by correctlOn, removaL or replacement of
Contractor's defectIVe Work.
D, Contractor shall not be allowed an extenolOn
of the Contract TImes heeause of any delay m the
performance of the Work attributable to the exerClSe by
Owner of Owner's nghts and remedIes under tlus
Paragraph l3,OY
ARTICLE 14 - PAYMENTS TO CONTRACTOR AND
COMPLETION
1401 Schedule of Values
A. The Schedule of Values established as provid~
ed in Paragraph 2.07.A will serve as the baSIS [or progress.
EJCDC C~?OO Swndard General Conditions of the ConstroCllon Contran.
Copyright 1[;) 2002 National Society of Professional Engineers for EJcnc. All rights reserved.
007011 - 34
~l!,(1\O:::' ,':','c,n!{~r:::~,:'~,':r~:.' ;:~, ",:"r7c'f
. ~~1/'..
paYments and will be mcoIfJorated mto a form of Applica-
non for Payment acceptable to Engmeer. Progress
payments on account ofUmt Pnce Work will be based on
the number of umts completed.
14.02 Progress Pavments
A. Applications for Payments
1. At least 20 days before the date established m
the Agreement for each progress payment (but not more
often than once a' month), Contractor shall subnut to
Engmeer for revIew an Application for Payment filled Out
and signed by Contractor covenng the Work completed as
ot the date ot the ApplicatIon and accompamed by such
supportmg documentanon as is reqUIred by The Contract
Documents. Jf paymem lS requested on the basIs of
materials and equipment not incorporated in the Work but
del1vered and suitably stored at the Site or at another
location agreed to m wntmg, the Application for Payment
shall also be accompamed by a bill of sale, mvoice, or
other docrnnentatlQn warrantmg that Owner has recelVed
the materials and eqUIpment free and clear of all Liens
and evidence that the materials and eqUIpment are
covered by appropnate property msurance or other
arrangements to protect Owner's mterest therem, all of
whIch must be satisfactory to Owner.
2. Begmmng with the second Application for
Payment, eacb ApplIcation shall mclude an affidavit of
Contractor stating that all prevIOus progress payments
receIVed on account of the Work have been appl1ed on
account to dIscharge Contractor's legitImate obligatIOns
associated With pnor Applications for Payment.
3. The amount of retamage with respect to
progress payments will be as stIpulated in the Agreement.
B. ReView afApplications
1. Engineer wilL WIthin 10 days after receIpt of
each ApplicatIOn for Payment, either mdicate m wrltmg a
recommendatIOn of paymenl and present the Application
to Owner or return the ApplIcation to Contractor
mdlcatmg in wntmg Engmeer's reasons for refusmg to
recommend payment. In the latter case, Contractor may
make the necessary correctIOns and resubmit the
Applicanon
2. Engineer's recommendatlon of any payment
requested m an Application for Payment will constltute a
representatIOn by Engmeer to Owner, based on Engmeer' s
observatlons on the Site of the executed Wark as an
expenenced and quahfied design profeSSIOnal and on
Engmeer's revIew of the Application for Payment and the
accompanymg data and schedules, that to the best of
Engineers knowledge, mformation and belief:
'" . c.,, :;:;<~l'r~;'
-""":':'m 1:'~;r,:,\~;,l~,~~t:~n:\~'"' ~:'<:~",:r'.e'i~;~1~~:f,1~, ~ ..
b. the quality of the Work is generallv in accor-
dance WIth the Contract Documems I sublect w
an evaluanon of the Work as a functJonmg whole
pnar to or upon SubstantIal CompletIon. to the
results of any subsequent tests called for III the
Contract Documents, to a [mal detenrunatlOll of
quantitIes and classificatIOns for Unit Price Work
under Paragraph 9.07, and to any other
qualificatIOns stated in the recommendauon): and
c. the conditions precedent to ContTactor's bemg
entitled to such payment appear to have been
fulfilled m so far as ills Engmeer' s
responsibihty to observe the Work.
3. By recommendmg any such payment Engmeer
will not thereby be deemed to have represented that.
a. inspectIOns made to check the quality or the
quantIty of the Work as It has been pertormed
have been exhaustIve, extended to everv aspect
of the Work III progress, or mvolvecl detatled
mspections of the Work beyond the responsl-
hilitles specifically aSSIgned to Engllleer lfl the
Contract Documents: or
b. that there may not be other flliltters or Issues
between the parties that nught entllle Contral.:tor
to be paid additlOnally by Owner or enutle
Owner to wlthhold payment to Conn'actor.
4. Neither Engmeer's review of Contractor's
Wark for the purposes of recommending pavrnents nor
Engmeer's recommendatIOn of any payment, mcludlllg
final payment, will Impose responsibility on Engmeer:
a. to supervise, duect, or control the Work, or
b. for the means, methods, technIques,
sequences, or procedures of I.: onstructlon, or the
safety precautlOns and prob'Tarns mCldent thereto,
or
c. for Contractor's fallure to comply WIth Laws
and RegulatIOns applicable to Contractor' s
performance of the Wark, Of
d. to make any exanunallon to ascertam how or
for what purposes Contractor has used the
moneys paid on account of the Contract Pnce. or
e. to determllle that tItle to any of the Wark.
matenals, or equIpment has passed to CJwner free
and clear of any Liens.
5. Engineer may refuse to recommend the whole
or any part of any payment if, in Engmeer's opmlOn, 11
would be mcorrect to make the representatlons to Owner
stated in Paragraph 14.02.B.2. Engmeer may also refuse
to recommend anY such payment or, because of sUDSc-
quentlv dlscovered evidence or the results of subsequent
EJCDC C~70() Standard General Conditions of the Construction Contract.
Copyright \0 2002 National Society of Professional Engineers for EJCDC. All rights reserved.
00700 ~ 35
a. the Wark has progressed to the pomt mdicat-
ed,
,
III
.
-I
.
.-
:.
,
,
III
.
-I
.
.-
:.
:-
,
-I
.
III
:I
:.
,
!I
,.,'"
t
I
C
E
E
t
.-
l-
E
t
c:
r
~
t-
~
.
C
C
I:
l-
.
~
t.
"","0
. "\':'~"'~..;::"::;p'~,~'n~:t- ;'.'
,.,. ;~\~~'?JJ:~~:":i::'1;'?::'~~t~~f1~~.~p
inspectIons or tests. revIse or revoke any such payment
recommendation prevlOusly made. to such extem as mav
be necessarY 111 Engmeer's opmlOn to protect Owner from
loss because:
a. the Work IS defective. or completed Work has
been damaged, requmng correctlOn or rep!ace-
men!:
b the \~~ontract Pnce has been reduced by
Change Urders:
c Owner has been reqUlred to correct defectIve
Work or complete Work m accordance wnh
Parab'Taph 13.U9, or
d. Engmeer hels actual knowledge of the
occurrence of any of the evems enumerated in
Paragraph 15.02A
C. Pavrncnl B,'cnmes DUiC
I. Ten davs atter presentatIon of the ApplicatIon
for Payment to Owner WIth Engllleer's recommendatlOn,
the amount recommended will (subJ ect to the provIslOns
ofParagrapb 14U:2.D) become due, and when due will be
ratd bv (!V.mer to Contractor.
D. RcductlOtl lIJ PavmiCtll
1. Owner may refuse to make payment of the full
amount recommended by Engl11eer because:
a. clanI1S have been made agamst Owner on
account of Contractor':; performance or furnlS11-
mg of the Work;
n. L1ens have been filed in connection WIth the
Work, except where ConTractor has delivered a
specific bond satIsfactory to Owner to secure the
satlsfactlOn and dIscharge of such Liens;
c. there are other Items entitling Owner to a
set-off agamst the amount recommended; or
d. Owner has actual knowledge of the occurrence
of any of the events enumerated m Paragraphs
1402.B.5..l through 1402.B.5.c or Paragraph
15.02.A
2 If Owner rcfuses to make payment of the fun
amount recorrmlended by Engl11eeL Owner will gIve
Contractor Immediate written nonce (wIth a copy to
EngmeerJ statmg the reasons for such action and promptly
pav Contractor any amount rema1llll1g after deductlOn of
the amount so WIthheld. Owner shall promptly pay
Contractor the amount so WIthheld, or any adJusrment
thereto agreed to by Owner and Contractor, when
Contractor corrects to Owner's satisfacllon the reasons for
such aenon.
"""':'.~:""';;r~::~~~l~~~T~~~~~'~-:t:~.j",:,)"r;::,,;','l':~W~.::':i;:'~'~~":"1',.'
.;",'f'~':,'~'~11\.",~,I~~~;,'~,'7.';' ~ '
3. If it is subsequently determined thaT Owner's
refusal of payment was not Justified, the amount
wrongfullv withheld shall be treated as an amount due as
detemuned by Paragraph 14.02.C.1.
14.03 Contractor's WcnTanry' or TiTI e
A. Contractor warrants and guarantees that title
to all Work, matenals, and equipment covered bv any
ApplIcanon for Paymem, whether incorporated 111 the
Project or not, will pass to Owner no later than the tIme of
payment free and clear of all LIens.
14.04 SUDstalltwl Completion
A. When ContTaCtor conSIders the entire Work
ready for Its mtended use ContracTOr shall notify Owner
and Engmeer m wnl1ng that the entue Work 1S
substannally complete (except for Items speCIfically hsterl
by Conrractor as ll1complete I and request that Engmeer
Issue a certificate of Substantlal CompletIOn.
B. Promptly after ContTaclOr's notlficatlOIl,
Owner, Contractor, and Engmeer shall make an
inspectlOn of the Work to determl11e the status of
completlOn. If Engmeer does not conSIder the Work
substantially complete, Engmeer will notify Contractor 111
writing glVmg the reasons therefor.
C. If Engineer considers the Work substantJal1y
complete, Engmeer will del1ver to Owner a tentanve
certificate of Substannal CompletlOn whIch shall ih the
date of Substantial CompletlOTl. There shall be attached to
the certificate a tentatIve list of items to be completed or
corrected before [mal payment. Owner shall have seven
days after receIpt of the tentative certificate during whIch
to make wntten obJectlOn to Engineer as to any provisions
of the certificate or attached hst. If. after consldermg such
objections, Engmeer concludes that the Work IS not
substantially complete, Engmeer will withIn 14 days after
submisslOn of the tentative certlficate to Owner notify
Contractor III writmg, statmg the reasons therefor. lf, after
conslderatJon of Owner's oblectlOns, Engmeer considers
the Work substantIally complete, Engineer will within
said 14 days execute and dehver to Owner and Contractor
a definitive certIficate of SubstantIal CompletlOn I WIth a
reVIsed tentatIve list of items to be completed or correct-
ed) renecting such changes from the tentanve certificate
as Engineer beheves Justified after considcratlOn of any
objectJons from Owner.
D. At the time of dehvery of the tentatIve
certificate of Substannal CompletlOn, Engmeer will
deliver to Owner and Contractor a wntten recommen-
danon as to diVIsion of responsibilitIes pending final
payment between Owner and ConTractor WIth respect to
secumy, operanon, safety, and protectlOn of the Work.
mamtenance, heat, utilitIes, msurance, and warranlles and
guarantees. Unless Owner and Contractor agree otherv./1se
m wrinng and so inform Engmeer m vvTltmg pnor to
Engmeer's Issuing the defirutlve cenificate of Substannal
E.ICI>C C-700 ::,tanoaro (,eneral Conditions of the Construction Contract.
Copyright (Q 2002 National Society of Professional Engineers for EJCDC. All rights reserved.
0070n - 36
:<'~~~~~'T;~'::~/9~"'C'~~~~~: " :'~/;~?m,~'(n;1'l~~"I':Y~i~.:;~;,p''fl,!"~~.\'",I\,,~.'~~~ '1: '
_I~..~~I!I: "~~~~rn"~~,~'~Jo,~!,~,,,~,,, "~~;.ff,,!~t<~~: I' ,
'.~'::;~n-,:~;;,~~~!~ ~:~B"~:~{?~r;f'r~WC~~~~;;~"~~ -;'~;;.:',
:"'T<':~I"'7":;W~~(~\:;"f~~' :;t~ "<~~:\'~~~~~~:::~.W';;~I~:'ir
CompletlOn, Engmeer's aforesaid recommendation will
be bmdmg on Owner and Contractor until final payment.
E. Owner shall have the right to exclude
Contractor from the Site after the date of Substantlal
CompletlOn subJect to allowing Contractor reasonable
access to complete or correct ]tems on the tentanve hst.
14.05
Panwl Utilz;;atlOn
A Prior to Substantlal Completion of all the
Work, Owner may use or occupy any substantially
completed pan of the Work whIch has specifically been
ident1fled m the Contract Documents, or which Owner,
Engmeel, and Contractor agree constltutes a separately
functIOning and usable pan of the Work that can be used
by Owner for llS mtended purpose WIthout slgmficam
mterference WIth Contractor's performance of the
remamder of the Work, sublect to the followmg condl-
tlons.
1. Owner at any time may request Contractor m
wntmg to permit Owner to use or occupy any such part of
the Work wlllch Owner beheves to be ready for Its
intended use and substantia]jy complete. If and when
Contractor agrees that such pan of the Work IS
substantially complete, Contractor will certIfy to Owner
and Engmeer that such pan of the Work IS substantially
complete and request Engmeer to Issue a cenificate of
Substantlal CompletIOn for that part of the Work.
2. Contractor at any tIme may notIfy Owner and
Engineer ITI writing that Contractor considers any such
part of the Work ready for its mtended use and substan-
tially complete and request Engineer to issue a certificate
of Substantial Completlon for that part of the Work.
3. Within a reasonable tIme after either such
request Owner, Contractor, and Engineer shall make an
mspectlon of that part of the Work to determine ItS status
of completIOn. If Engmeer does not consider that part of
the Work to be substantially complete, Engmeer will
notIfy Owner and Contractor m wnting gIving the reasons
therefor. If Engmeer conSIders that part of the Work to be
substantially complete, the prOVIsions of Paragraph 14.04
will apply with respect to certification of SubstantIal
CompletIOn of that part of the Work and the diVISIOn of
responsibility in respect thereof and access thereto,
4. No use or occupancy or separate operatIOn of
part of the Work may occur prior to compliance with the
rcqUlrements of Paragraph 5.1 0 regarding property
msuranc e.
14.06
Fina/inspectlOn
A. Upon wntten notIce from Contractor that the
entire Work or an agreed portIon thereof IS complete,
Engineer will promptly make a final inspection with
Owner and Contractor and will notify Contractor ill
wntmg of all particulars in which thIS inspectIon reveals
that the Work IS incomplete or defectlv e. Contractor shall
Immediately take such measures as are necessary to
complete such Work or remedy such deficlencles.
14.07
Final Pm/menl
A. ApplicatIon for Payment
I. After Contractor has, III the oplmon of
Engmeer, satlsfaclOnly completed all corrections
identIfied dunng the final inspection and has delIverecl. in
accordance with the Contract Documents, all maintenance
and operatmg mstTUctlons, schedules, guarantees, bonds,
certIficates or other evidence of insurance cenificates of
mspectlon, marked-up record documents (as proVIded 1I1
Paragraph 6.12), and other documents, Contractor lTlav
make applICation for fmal payment followmg the
procedure for progress payments,
2. The final ApplicatIOn for Payment shall be
accompamed (except as prevlCJusly delivered) by:
a. all documentatron called for m the Contract
Documents, mcluding but not lrrrnted to the
eVIdence of msurance reqUIred by Paragraph
5"04.B"/;
b. consent of the surety, ifany, to fmal payment;
c. a list of all Claims against Owner that
Contractor believes are unsettled; and
d. complete and legally effectIve releases or
walVers (satIsfactory to Owner) of all Lien rights
ansmg out of or Liens filed m connectIOn WIth
the Work.
3. In lieu of the releases or waivers of LIens
specified m Paragraph 14.07.A.2 and as approved by
Owner, Contractor may furnish receIpts or relcases in full
and an affidaVIt of Contractor that: (i) the releases and
receIpts mclude \ all labor, servIces, matenaL and
eqUIpment for which a LIen could be filed; and (Iii all
payrolls, material and eqUIpment bills, and other
llldebteclness connected WIth the Work for whIch Owner
or Owner's property rrnght m any way be responSIble have
been paid or otherwIse satisfied. If any Subconlractor or
Suppher fails to furmsh such a release or receIpt III full,
Contractor may furnish a bond or other collateral
satisfactory to Owner to mdemnify Owner agamst any
Lien.
B.
Acceptance
of ApplicatiOn and
Engzneer's
Review
I. I( on the basis of Engmeer' s observatIOn of
the Work dunng construction and final inspection, and
Engrneer's revIew of the final Application for Pavrnent
and accompanying documentation as required by the
Contract Documents, Engmeer IS satlsfied that the Wark
has been completed and Contractor's other oblrgatlOns
EJCDC C-700 Standard General Cunditiuns of the Construction Contract,
Copyright @ 2002 National Society of Professional Engineers for EJCDC. All rights reserved,
00700 - 37
,
,
-I
-
.-
:i
~
,
,
..
.
.-
.
.-
~
,
,
--
.
III
:I
=-
~
'-;".-."::""~''i'~~' ~
"-'-:"-~:"",,,'~------,-'
" , , " " " .,.,.
. '>':<:;'!":~"~"": :\':,"^;,~'.';j.'~~I~..,:,,;: ~~~~~~'f!if:'~;~<~~;::'" :M:" :,'!~:.~\'::.r"'~~Yf:4_~~~;w~'!~~Wj),;~'~r.~TF~';~':'""C;~;',-"
, "~""..\.;.r:";?':' ~>"";,' .,~:~t~,~~'~;'~~, '\'t~~f*:::~)'.';:~~~lir,':,!~,;~
-
l-
E
E
E
E
t
.
l-
E
E
E
r
..
ta
..
l-
e
c
I:
.
~
.
t.
under the Contract Documents have been fulfilled.
Emnneer will. wllhm ten days after recelpt of the final
/\Ppl1calloO for Payment, mdlcatc m WTltlng Engmeer's
reconunendatlOn of payment and present the Appl1canon
for P:l.Vment to Owner for payment At the <;ame nme
EnQm~er wlll also gIve VvTltten nonce to OWntT ,md
C:O;1ITZlctor that the Work IS acceptablt sublect to the
proVIsIons of Paragraph 14.09, Otherwise. Engmeei" will
reUlm the AppilcatlOn tor PaYment to C.ontraClOL mdlcat-
liE' lTl \'.Tltmg the reasons for refusmg to recommend final
pa~nent. ll1 WhlC h case Clll1tractor shall make the
necessarv currecnons and resubnllt the Apphc<ltlOn for
Payment.
, Payment Becomes [Jue
I, ThlTty days after the presentatlon to Owner of
the Apphcallon tor Payment and accompanYll1!!, docu-
mentallun, the alTlount recommended by Engmeer, less
any sum Owner I' entltled to set off agamst Engmeer' s
recommend:1l1on, mc1udmg but not 11l1llted to hqUld:1terJ
d:1mage~, wIll hecome due :1nd , wtll he p:11d hy Owner to
l:ontraclilr
14.08 Fino! CIJmplenun Oelaved
A. If, through no fault of Conrracwr. final
completIOn of the Work lS slgmftcantly deb 'led, and If
Eng.meer so contlrmo;, Owner shall, upon recelpt of
t:ontractor':> final Appl1canon tor P:1vment (for Work
fully completerJ :1nd accepterJ) and recommendatlon of
EngllleeL and WIthout ternnn:1tmg the C:'ontract, make
payment of the babnce due for that portlOn of the Work
fully completed and a<..:cepted, If the remammg balance to
be held hv C)WllCT for Work not full v completed or
corrected IS les:> th<!n the retamage stIpulated lD the
Agreement and if bonds have been furrnshed as reqUlred
111 Pamgmph S.O 1, the WTltten consent of the surety to the
payment of the halance due for that pomon of the Work
fully completed and accepted shall be subl1lltted hy
Contractor to Engineer wlth the Applicanon for such
payment Such payment shall be made under the terms
:1nd condltlOns goyt:rmng final payment, except th:11 lt
shall not (;Onstlntte a waIver of Cla1TIlS.
14,09 Wazver of C!mms
A. The makmg and acceptance of final payment
will consmute:
L a Walver of :111 Chums by Owner agaltlst
Contractor. except ClaIms ansmg from unsettled Llens,
from rJefectlye Work appeanng after final mspectlon
pursuant to Para!-,'Taph 14,06, from fallure to comply wlth
the Contract Documents or the tenns of any specla]
guamntees specified therem, or from Contractor's
contmumg obliganons under the Contract Documents;
and
wah the reqUIrements herein and expressly acknowledged
bv Uwner 111 WT11lng as sull unsettled.
j\RTICLE 15 SUSPENSION OF WORK AND
TE RhlIN A TION
ISO] Owner Mav Suspend Wurk
A, At any tlme :1nd without causc, Owner may
suspend the Wark or any pomon there 0 f for a penod of
not more than 90 consecutlye days bv nonce 111 WTl11ng 10
Contractor and Engmeer which wlll fix the date on WhICh
Work wlll be resumed, COntIactor shall resume the Work
on the dale so fixed:COl1lTaClOr shall be gmnted an adJusl-
ment m the Contract Pnce or an eXtenS10l1 of the Contract
Times, or hoth, dlrectly :1ttributable to any sucb
suspenslOn if Contractor make" a Cl ami therefor as
proYlded 1Il Pamgraph 10.05.
15,02 ()wl1er Mav Tcrrmnalcl(-,r Cause
A. The occurrence of anyone or more of the
followmg events wlll Justify tenmnatJOll for cause:
1, Contractor's persistent fallure to perform the
Work m accard:1nce wlth the Contract Documents
I including, but not limlterJ to, failure to supply suffinent
skilled workers or SUItable matenals or equipment or
failure to adhere to the Progress Schedule established
under Paragraph 2.07 as adjusted horn llme to tIme
pursuant to Paragraph 0.(4);
2, Clmtractor's disregard of Laws or Regulations
of any publlc hody haymg JunsdlctJoll;
3. Contractor's disregard of the authonty of
Engmeer: or
4, Contractor's Y101atlon many substantml way
of any proyiS10nS of the Contract Documents,
B. If one or more of the events identified in
ParaE,'Taph 15.02.A OCCUL Owner may, after grving
Contractor I and surety ) seven days WTI tten notlcc of its
intent to tenninate the servlces of Contractor:
1. exclude Contractor from the Slte, and take
pOsscsslOn of the Work and of all Contractor's tools,
:1ppliances. constructJon eqUlpment. :1nd machmcry at the
SHe, and use the same to the full extent they could be
used by Contractor (v.nthout ltability to Contractor for
trespass or cOnyerslOn),
2. mcorporate in the Work all matenals and
eqUIpment stored at the Site or for which Owner has pald
Contractor but willch are stored elsewhere, and
2. a waJyer of all Claims by Contractor agamst
Owner other than those prevlOuslv made 1D accordance
EJCDC C-7011 Standard General Conditions of the Construction Contract.
Copyright rQ 2002 National Society of Professional En~ineers for EJCDC. All rights reserved.
00700 - 3!l
^ "'."","," , ".,' ", ," , ',,> N' ,,' '~""~'~' "',', '0" ~, ... ,~
2 expenses sustamed pnor to the effective datt
of terrmnatlon in perfonrung services and furnIshing
labor. matenals, or eqUlpment as required by the Contrac~
Documents in connectIOn with uncompleted Work, plus
fair and reasonable sums for overhead and profit on such
-;.,,:,'.:V.;~'f~~~(:'~:';~:~'!~;~'~".'''I,{, .-,',-'
-<,/!-,"",
:"':~~~.~::lf4'~}.::;t~\:,W~ ,~~,,~?~,:;,
,.~, '~"'~'.'~":1,~'!'~
3. complete the Work as Owner may deem
expedient
C. If Owner proceeds as provided m Paragraph
1.5.02.B, Contractor shall not be entitled to receIVe any
further payment until t,he Work IS completed. ]f the
unpaId balance of the Contract Pnce exceeds all claims,
costs, losses, and damages (includmg but not limited to all
fees and charges of engmeers, archItects, attomcys, and
other. proresslOnals and all court or arbitration or other
dIspute resolunon costs) sustamed by (Jwner ansmg out
of or relatmg to completmg the Work, such excess will be
paid to Contractor. If such claims, costs, losses, and
damages exceed such unpaId balance, Contractor shall
pay the difference to Owner. Such claims, costs, losses,
and damages incurred by Owner WIll be reviewed by
Engmeer as to thelr reasonableness and. when so
approved by Engmeer, mcorporated 1Il a Change Order.
When exerclSlng any nghts or remedIes under thIS
Paragraph Owner shall not be requned to obtam the
lowest pnce for the Wark performed.
D NotWIthstanding Paragraphs 15.02.B and
15.02.C, Contractor's servIces will not be terrnmated if
Contractor begms within seven days of receIpt of notIce
of mtent to tenrunate to correct Its failure to perform and
proceeds dibgently to cure such failure within no more
than 30 days of receIpt of saId notIce.
E. Where Contractor's servlces have been so
temunated bv Owner, the tenrunatIOn will nOI affect any
nghts or remedies of Owner agamst Contractor then
eXlstmg or which may thereafter accrue. Any retentlon or
payment of moneys due Contractor by Owner will not
release Contractor from liability_
F_ If and to the extent that Contractor has
provided a performance bond under the prOVISIOns of
Paragraph S.D1.A the terminatlOn procedures of that bond
shall supersede the provisions of Paragraphs lS.02.B, and
15.02.C.
15.03
Owner Mav Terminate For Convemem;c
A. Upon seven days wrttten notice to Contractor
and Engmeer, Owner may, WIthout cause and WIthout
pre1udice to any other right or remedy of Owner,
temunate the Contract. In such case, Contractor shall be
paId for (without duplicatlOn of any Items I:
1. completed and acceptable Work executed 111
acc.;ordance wIth the Contract Documents prior to the
effectIve date of tenmnatlOn, ll1cludmg fair and
reasonable sums for overhead and profit on such Work;
expenses;
3. all clalIDsj costs, losse 5, and damages
1ll1cludll1g but not liilllted to all fee s and charges of
engmeers, archItects, attorneys, and other profeSSIonals
and all court or arbItratIOn or other dIspute resolutIOn
costs) ll1curred m settlement of temuna ted contracts with
Subcontractors, SupplJers, and others: and
4. reasonable expenses directly attributable to
terrrunation.
B. Contractor shall not be paJd on account ofloss
of antICIpated profits or revenue Dr other econOilllC loss
ansll1g out of or resultmg horn such teITnmatJOtl
15.04
ContraClor Mav SlOp Work or Terminate
A. It through no act or fault of Contractor, (i)
the Work IS suspended for more than 90 consecutive days
hy Owner or under an order of court or other public
authority, or (il) Engmeer fails to act on any ApphcatlOn
for Payment withm 30 days after 11 IS submitted, or I ill)
Owner fails for 30 days to pay Contract.OT any sum finally
deterrnmed to be due, then Contractor may, upon seven
days wntten notIce to Owner and Engineer, and provided
Owner or Engineer do not remedy sllch suspenSlOn or
failure within that tlme, tenrunate the Contract and
recover from Owner payment on the same temlS as
provided in Parab'Taph 15.03.
B. In lieu of terminatmg the Contract and
without prejudice to any other nght or remedy, If
Engmeer has failed to act on an Application for Payment
withm 30 days after lt IS subrmtted, or Owner has failed
for 30 days to pay Contractor any sum [mally detenmned
to be due, Contractor may, seven days after wntten notIce
to Owner and Eng1l1eer, Stop the Work until payment IS
made of all such amounts due Contractor, mcluding
mterest thereon. The proVIsions of thiS Paragraph 15.04
are not intended to preclude Contractor trom makmg a
ClaIm under Paragraph 10.05 for an adjustment m
Contract Price or Contract Times or otherWIse for
expenses or damage dIrectly attributable to Contractor's
stoppmg the Work as penruned by this Paragraph.
ARTICLE 16 - DISPUTE RESOLUTION
16.01
Methods and Procedures
A. EIther Owner or Contractor may request
medIatIOn of any ClaIm subillltted to Engmeer for a
deCISIOn under Paragraph 10,05 before such decision
becomes final and bmding. The mediatlon will be
EJCDC C-7()() Slandard General Conditions of the Construction Contract,
Copyright @ 2002 National Society of !'rolessional Engineers for EJCDC. All rights reserved,
00700 - 39
,
~
.
-t
..
.-
:i
:.
,
,
.-
.
.-
:.
,
,
1
.
.-
:i
:.
,
-
It
.
.
E
E
E
l-
.
l-
E
E
I:
r
..
t-
.
.
c:
C
I:
.
.
.
t.
~ '". 'I,,~ :~,"'.: ,," ~ '"'
.,/.; ,):~;~ '~~~:;<':: ::~';~?>'i:1~':'
";'.;,~~~~~"~~~~~~l>' 'i:,;-'~"""" ":'"r,;;::~"~:I''''_J' ~...:",l,,:,:;~~,):: ":":il',r;"~"''':1:''.':,'"''l , ..~
2. del1vered at or sent by reglstered or cenified
maiL poswge prepald. to the last busmes s address lmown
to the glVer of the nOllce.
1702 ComputarIon uf Time.\
A. Ylhen any period of lime IS referred to In the
Contract Documents by days. It vvill be compmed to
exclude the Ilrst and mclude the last day of such penod If
the last dol' of any such penod falls on a Sarurdav or
Sunday or on a day made 0 legal hohday by the bw of the
oppJicoble JunsdlctlOn. such day will be orrutled from the
computallon,
17.03 Cumulative Remedies
A. The dunes and obhgatllJl1S Imposed by these
Cieneral Condinons and the nghts tmd remedIes avatlable
hereunder to the pames hercto are It! addltJOn to, and are
no! to be construed III any way as ;1 limltatlUn 01, anv
nghts and remedIes avallahlc to any or al1 ot them whIch
are otherWIse Imposed or availnhle by Laws or keguLl,
nons. by special warrantv or guarantee, or bv othel
provIsions of the Contract Documcnts. The provIsIOns of
thIS Paragraph wil1 be as effeclIve as I f repeated
specifically 1Il the Contract Documents In connectlOn WIth
each particular duty, obl1gatlOn, nght. and remedy to
whIch they applv
17.04 ' ,'iUr\ilVal o( Obligallons
A. All representatlOns. mdemmficatlOns. warran-
tIes, and guarantees made Ill, reqUIred by, or given 111
accordance WIth the Contract Documcnb, as well as all
contmumg obl1gatlOns mdlcated Hl the Contract Docu-
ment:" WIll survIve final payment, completion, and
. acceptance of the Work or tennmatlOn or comp1enon of
the Contract or temunatlon of the senilces of Contractor.
]7.05
Cunrrollmg Law
gllVemed by the Constructlon Industry MedlUnon Rules
of the Amencan Arbitration ASSOCIatIOn m effecI as of the
Effectlve Dare of the Agreement. The request for
medlatlon shall be subrrutted m wnrmg to the Amenc:m
Arom-anon ASSOClallon ,md the other panv to the
Contract. Tlmelv sUbnllSSlOn of [he request shall stay the
effect of Paragraph lu.IlSL
H (I WIler ;.md Contractor shall parnClpate m the
medwtlon rrocess III good faith, The process shall be
concluded wlthm IJO days of fillllg of tht request. The
date of temunatlUll of the medianon shall be delerrruned
bv applicatlon of Ihe medIan on TUleS referenced above.
C Ii the Cl81m IS not resolved by mechatlon,
Enpneer s Jetton under Paragraph 10.1.)5 C or a deIlla]
pursuant 10 Paragraphs 1 U,05.C.3 ()f 1O.uS.D shall become
tmal and bmd1[1g ::;0 Ja vs after te.rmmatlOn of the
meJla1l0!l unless. wIthm that tIme pen oJ, Owner or
Contractor:
J, elects Il1 \\/Tltmg to 111voke anv chspute
resolul1C1n pwces'; pruvlded for 111 the Supplementarv
C()ndmons, or
-, Jgrees wllh the other parrv to subrrul the
ClaIm to anuther (hspnte reso]ut!oll process, or
J gIve,; wnrten notice to the other partv of theu
mlenl to :;ubmll the Clann tCI a eourt uf competent
JunSdlCtlOn.
ART1CLE 17 - MISCELLANEOUS
A. ThIS Contract IS 10 he govenIed bv the law of
the state m whIch the ProJect I:; located.
17,06 Headll1gs
A. ArtIcle and paragraph headmgs are msened
for convemence only and do not constItute pans
of these GenerJl CondlllOIlS.
17 01 CIVlI1g NOlie/'
A. Whenever any provISIon of the Contract
Documents reqUIres tbe glvmg of wnttCl1 notIce, It WIll be
deemed (0 h;JVC been vahdly gIVen If:
I. dehvered 111 person J() the mdJVlCiua] or m a
mcmber of the liml or \() an offtcer ot the cOTporatlOl1 ior
whom 11 IS mlended. or
EJCDC C-700 :-tandard General Conditions of the Construction Contract.
Copyright Q) 2002 National -,,"ociety of Professional Engineers for E.JCDC. All rights reserved.
n0700 - 40
I
~
t
.
.
t
.
I
I
I
I
I
.
I
.
.
.
.
.
.
.
.
.
.
.
.
.
.
,". ';I~Yf' ,,;,:~:,~,. ';" n"~.,- \f'~~':~"~:1'<~~\7~i~i~::;::,' :,77':':',~\l'~~"r:
SECTION 00810
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
SUPPLEMENT ARY CONDITIONS TO THE GENERAL CONDITIONS
These Supplementary Conditions to the General Conditions amend or supplement the Standard
General Conditions of the Construction Contract (No. C-700, 200:2 Edition) and other provisions
of the Contract Documents as indicated below. All provisions that are not so amended or
supplemented remain in ful1 force and effect.
SC - 2.01 DELIVERY OF BONDS
Add the following to Paragraph: :2.01.A
Engineer shal1 furnish to Contractor six copies of the Agreement and other Contract
Documents bound therewith. Contractor shall execute the Agreement, attach executed
copies of the required Bonds and Power of Attorney and Certificate of Insurance and
submit all copies to Engineer who will forward them to the Owner. Owner shan execute
all copies and return two copies to the Contractor. Owner shall also furnish a counterpart
or conformed copy to the Engineer and shall retam three copies.
sc ~ 2.03 NOTICE TO PROCEED
Delete the first sentence of Paragraph 2.03.A of the General Conditions and insert the following
in its place:
Following the execution of the Agreement by the Owner and the Contractor, written
Notice to Proceed with the Work shall be given by the Owner to the Contractor. The
Contract Time will commence to run on the day mdicated in the Notice to Proceed.
SC. 2.05 BEFORE STARTING CONSTRUCTION
Add a new paragraph immediately after paragraph 2.05.A.3 of the General Conditions which is
to read as follows:
2.05.A.4 Contractor shall submit a preliminary list of construction equipment with hourly
rates, owned or rented by the Contractor and all Subcontractors that will be used in the
performance of the Work. The equipment list will include information necessary to
confirm the hourly rates per Paragraph 11.01.A.5.c of the General Conditions and these
Supplementary Conditions mcluding: make, model, and year of manufacture as well as
the horse power, capacity or weight, and accessories.
Section 00810
SUPPLEMENTARY CONDITlONS TO THE GENERAL CONDITIONS
Page 1 of 12
"" ~~~,."~" '~I". "
. ,. ~~;~'!:~~:.r.,:i~~~~~~~;~'~" "'
;::, ',',i~' ..:f.:~~\(~~.:I~1t,;",'~if'; '".:;. "",:", -: r:--:-
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
SC - 2.07 INITIAL ACCEPTANCE OF SCHEDULES
Delete the first paragraph of 2.07.A of the General Conditions in its entirety and insert the
following in its place:
Prior to the first application for payment all schedules and documents identified in
paragraph 2.05.A shall be finalized and acceptable to the Engineer and Owner. No
progress payment shall be made to Contractor until acceptable schedules are submitted to
Engineer and Owner as provided below. Acceptance of these schedules and documents
by either Engineer or Owner will neither impose on Engineer or Owner responsibility for
the sequencing, scheduling or progress of the Work and will not interfere with or relieve
Contractor from Contractor's full responsibility therefore.
Add the following after Paragraph 2.07 .A.3:
Contractor's Schedule of Equipment will be acceptable to Engineer as to fonn and
substance if it provides the necessary information to reference the equipment and
establish the hourly rates in accordance with paragraph 11.01.A.5.c.
sc - 4.01 A V AILABILITY OF LANDS
Add to Paragraph 4.01.C of the General Conditions the following:
If it is necessary or desirable that the Contractor use land outside of the Owner's
easement or right-of-way, the Contractor shall obtain consent from the property owner
and tenant of the land. The Contractor shall not enter for materials delivery or occupy for
any other purpose with men, tools, equipment, construction materials, or wi 1h materials
excavated from the site, any private property outside the designated construction
easement boundaries or right~of-way without written permission from the property owner
and tenant.
SC - 4.02 - SUBSURFACE AND PHYSICAL CONDITIONS
Delete the first sentence of 4.02.A and replace with the following:
A. Reports and Drawings: The Special Provisions identify:
SectlOD 00810
SUPPLEMENTARY CONDITIONS TO THE GENERAL CONDITIONS
Page 2 of 12
,-J.
-i
II
.-
.-
.
,I
.
~
..
.-
.-
.-
.
.-
.-
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
"
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
-
"'?,~,::"'~~,,'f'< .'" "'1
:'r",~,:,
\""-;;':
sc -4.03 - DIFFERING SUBSURFACE OR PHYSICAL CONDITIONS
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Add the following to the end of Paragraphs 4.03.A.
Contractor to notify Owner and Engineer lTI writing about differing subsurface or
physical conditions within 15 days of discovery and before disturbing the sub surface as
stated above.
. No claim for an adjustment in the contract price or contract times (or Milestones) will be
valid for diffenng subsurface or physical conditions if procedures of this paragraph 4.03
are not followed.
SC - 4.04 - UNDERGROUND FACILITIES
Add the following new paragraph immediately after Paragraph 4.04.A.2.
3. At least:: but not more than 10 business days before beginning any excavation,
the Contractor shall according to MeA 69-4-501. notify all owners of
underground facilities and coordinate the Work with the owners of such
underground facilities. The information shown or indicated in the Contract
Documents with respect to existing underground facilities is based on information
and data obtained from the owners of the facilities without field exploration, and
as such, Owner and Engineer are not responsible for the accuracy or completeness
of such information or data.
SC - 4.06 - HAZARDOUS ENVIORNMENTAL CONDITION AT SITE
Change the first sentence of paragraph A to read as follows:
A. Reports and Drawings: Reference is made to the Special Provisions for the
idemifi cation. ....
SC- 5.02 LICENSED SURETIES AND INSURERS
Add the following to the end of Paragraph 5.02.A
Without limiting any of the other obligations or liabilities of the Contractor, Contractor
shall secure and maintain such insurance from an insurance company (or companies I
authorized to write insurance in the State of Montana, with minimum "A.M. Best Rating"
of A-, VI, as will protect the Contractor, the vicarious acts of subcontractors, the Owner
and the Engineer and their agents and employees from claims for bodily injury, or
property damage which may arise from operations and completed operations under this
Agreement. Contractor shall not commence work under this Agreement until such
Section 00810
SUPPLEMENTARY CONDITIONS TO THE GENERAL CONDITIONS
Page 3 of 1:'
.~ 1\' 'l~~~;"
I
I
I
I
I
I
I
I
I
I
.1
I
I
I
I
I
I
I
I
h~':~:'-;":~C""
::':":';;;~~W,~~,~~::rr;::,:!r-I!::'1';rr~~~~':
".:_<T:,.,:7'~: -, F"~' ~ A'f~~ "~'<!I''''~ ~~,~' ~i,~', :,\',~,t-'(~t:;,:;(~:;~:f;'J,\\' ,~< ~",~ ;,; i;;:';jrFf%~! ':'.. . ;,; : J ';':("'1I~"rn?"1~.:~:" ~'tr~'! ~~T~ ~~;(~~"
insurance has been obtained and certificates of insurance, with binders, or certified
copies of the insurance policy shall have been filed with the Owner and the Engineer.
All insurance coverages shall remain in effect throughout the life of the Agreement,
except that the Contractor shall maintain the Commercial General Liability Policy
including product and completed operations coverage for a period of at least one vear .
following the substantial completion date for property damage resulting from
occurrences during the agreement period.
SC - 5.04 CONTRACTOR'S LIABILITY INSURANCE
Add the following new paragraphs immediately after Paragraph 5.04.B:
C. The limits of liability, for the insurance required by Paragraph 5.04 of the General
Conditions shall provide coverage for not less than the following amounts or greater
where required by Law or Regulations:
1. Workers' Compensation, etc. under Paragraphs 5.04.1 and 5.04.2 of the General
Conditions.
a.
b.
State
Applicable Federal (e.g. Longshoremans)
Employer's Liability
c.
Statutory
Statutory
$ 500.000.00
'1
Contractor's Liability Insurance under Paragraphs 5.04.A3 through 5.04. A.6 of
the General Conditions which shall also include completed operations and product
liability coverage.
a.
GENERAL AGGREGATE
$ 3,000,000.00
b.
Products~Comp leted
Operations Aggregate
$ 3.000.000.00
c. Personal and Advertising
d.
Each Occurrence
(Bodily Injury and
Propeny Damage)
$ LOOO.OOO.OO
e. Coverage will include:
1.
'I
Premises - Operations
Operations of Independent Contractor
Contractual Liability
Personal Injury
3.
4.
Sectlon 00810
SUPPLEMENTARY CONDITIONS TO THE GENERAL CONDITIONS
Page 4 of 12
.
..
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
-
t'w.,,,,~~'~'T.''':',,,,'''''''''''' 'C='''''J!''i''',:""
..
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.'
.
.'
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
-
, ; ~"';-;;: ..
5 Products and Completed Operations
6, Broad FOI111 Property Damage will include explosion,
collapse, blastIng and underground where applicable.
7 Per Project Aggregate Endorsement
3_
Automo bile Liability under Paragraph 5.04 .A. 6 0 f the General Conditions:
a.
Bodilv Iniury:
Each Person
Each Accident
$ 500,000.00
$ L GOO,OOO.OO
Propertv Dama2e:
Each Accident
$1,000,000.00
(or)
b.
Combined Single Limit
$ 1,000,000.00
Coverage to Include
1 . All Owned
2. Hired
3. Non-Owned
4.
Contractor's Liability Insurance under 5.04.A.3 through 5.04.A.6 may be satisfied
by primary insurance or a combination of primary and excess aT umbrella
insurance. Primary occurrence limit cannot be less than $1,000,000.00.
Deductible not to exceed $5,000.00 per occurrence on property damage.
5.
Add a new paragraph at the end of Paragraph 5.04.B. 1 of the General Conditions
as follows:
The Contractor's insurance coverage shall name the Owner, and Engineer ,and
Engineer's Consultants as an additional insured under Commercial General
Liability, Automobile LIability, Excess or Umbrella polices.
6.
The Contractual Liability coverage required by Paragraph 5.04.B.4. of the
General Conditions shall provide coverage for not less than the followi:ng
amounts:
Each Occurrence
Aggregate
$ L 000.000.00
$ 3.000.000.00
Section 00810
SUPPLEMENTARY CONDITIONS TO THE GENERAL CONDITIONS
Page 5 of 12
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
- - "!~,\;"
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
sc- 5.04.B.5 CANCELATION NOTICE
Amend paragraph 5.04.B.5 of the General Conditions by striking out the words "30
days" and replacing them with the words "45 days" and as so amended paragraph
5.04.B.5 remains in effect.
sc - 5.06 PRO PERTY INSURANCE
Delete Article 5.06.A of the General Conditions in 1ts entirety and insert the following in its
place:
A. Contractor shall purchase and maintain property insurance upon the work at the
site in the amount of the full replacement cost thereof (subject to such deductible
amounts as may be provided in these Supplementary Conditions or required by
Laws and Regulations\. This insurance shall:
1.
Include the interests of Owner, Contractor, Subcontractors, Sub-
Subcontractors, Engineer, Engineer's Consultants, and any other
persons or entities identified in the Supplementary Conditions, each
of whom is deemed to have an insurable interest and shall be listed
as an insured or additional insured;
'l
be written on a Builder's Risk "all risk" or open peril or special
causes of loss policy form that shall at least include insurance for
physical loss and damage to the Work. temporary buildings, false
work and materials and equipment in transit and shall insure against
at least the following perils or causes of loss: fire, lightning,
extended coverage, theft, vandalism and malicious mischief,
earthquake, collapse, debris removal, demolition occasioned by
enforcement of Laws and Regulations, water damage (other than
caused by floods), and other perils or causes of loss as may be
specifically required by the Supplementary Conditions.
,.,
::J.
include expenses incurred in the repair or replacement of any insured
propeny (including but not limited to the fees and charges of
engineers and architects);
4.
cover materials and equipment in transit for incorporation in the
Work or stored at the site or at another location prior to being
incorporated in the Work, provided that such materials and
equipment have been included in an Application for Payment
recommended by Engineer; and
5.
be endorsed to allow occupancy and partial utilization of the Work
by Owner;
Section 00810
SUPPLEMENTARY CONDITIONS TO THE GENERAL CONDITIONS
Page 6 of 12
".~:' '-;1" ., '''.::'~~~,:;':\11:':'"::'':~';-::""~';;:":,,: :":'~\''1l:'
..
..
..
..
-
..
.
.
.
.
.
.
.
.
-
-
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.J
II
.
.)
.i
.
.
..
III
"
.)
.
II)
.J
.i
.
.1
.
.
6. include testing and start-up: and
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
7. be maintained in effect until final payment is made unless otherwise
agreed to in writing by Owner, Contractor, and Engineer with thiny
days written notice to each other additional insured to whom a
certificate of insurance has been issued.
B. Contractor shall be responsible for any deductible or self-insured retention.
C. The policies of insurance required to be purchased and maintained by Contractor
in accordance with this paragraph SC5.06 shall comply with the requirements of
paragraph 5.06.C of the General Conditions.
D. The policies of insurance required to be purchased and maintained by Contractor
i1) accordance with this para!:,'Taph 5.06.A shall comply with the requirements of
GC - 5.06.C. The qualifications of the insurance company shall comply with the
requirements ofSC- 5.02.A.
SC-6.02 WORKING HOURS
Add the following to Paragraph 6.02.B:
Regular working hours are defined as 8:00 AM. to 5:00 P.M. Emergency work may be
done without prior permission.
SC-6.04 PROGRESS SCHEDULE
Delete Paragraph 6.04.A.l of the General Conditions m its entiretv and replace with the
following:
I. Contractor shall submit to Engineer with each application for payment an updated
progress schedule reflecting the amount of work completed and adjustments to future
work. Such adjustments will be acceptable to Engineer as providing an orderly
progressIOn of the Work to completion within any specified milestones and the Contract
Time. No progress payment will be made to Contractor until the updated scbedules are
submitted to and acceptable to Engineer and Owner. Review and acceptance of progress
schedules by the Engineer will neither impose on Engineer 'responsibility for the
sequencing, scheduling or progress of the Work. nor interfere with or reli eve Contractor
from Contractor's full responsibility therefore.
Section 00810
SUPPLEMENTARY CONDITIONS TO THE GENERAL CONDITIONS
Page 7 of 12
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
"'.i'.':,~,.
'.!,!r'~'~'.~.H'~1'~:-"".'"-'".:-I"'.'!""." . :!,M-~~ti,
"'~r'; - ,T::t~ij:~:
sew 6.13 SAFETY AND PROTECTION
Add new paragraphs to the end of paragraph 6.13.D ofthe General Conditions as follows:
E. It is expressly understood by the parties to this Agreement that the Contractor is
solely responsible for initiatmg, maintaining, and supervising safety precautions
and programs in connection with the Work. The right of the Owner and Engineer
to observe or otherwise review the Work and operations shall not relieve the
Contractor from any of his covenants and obligations hereunder. Contractor shall
incorporate all safety requirements into his construction progress and work
schedules including preconstructlOn and scheduled monthly safety meetings,
posted safety rules, tailgate meetmgs, and site inspections by safety and other
inspectors employed by the Contractor.
F. The Contractor shall be responsible for and shall take necessary precautions and
provide all material and equipment to protect, shore, brace, support and maintain
all underground pipes, conduits, drains, sewers, water mains, gas mains, cables,
etc., and other underground construction uncovered in the proximity, or otherwise
affected by the construction work perfonned by him. All pavement, surfacing,
driveways, curbs, walks, buildings, grass areas, trees, utility poles or guy wires
damaged by the Contractor's operations in the performance of this work shall be
repaired and/or replaced to the"satisfaction of the Owner, Engineer, and effected
property owner at the Contractor's expense. The Contractor shall also be
responsible for all damage to streets, roads, highways, shoulders, ditches,
embankments, culverts, bridges, or other public or private property or facility,
regardless of location or character, which may be caused by moving, hauling, or
otherwise transporting equipment, materials, or men to and from the wark or any
part of site thereof; whether by him or his subcontractors. The Contractor shall
make satisfactory and acceptable arrangements with owner of, or the agency or
authority having jurisdiction over, the damaged property or facility concerning its
repair or replacement or payment of costs incurred in connection with said
damage.
G. The Contractor shall conduct his work so as to interfere as little as possible with
public travel, whether vehicular or pedestrian. Whenever it is necessary to cross,
obstruct, or close roads, driveways, and walks, whether public or private, the
Contractor shall obtain approval from the governing party and shall, at his own
expense, provide and maintain suitable and safe bridges, detours, and other
temporary expedients for the accommodation of public and private drives before
interfering with them. The provisions for temporary expedients will not be
required when the Contractor has obtained permission from the owner and tenant
of the private property, or from the authority having jurisdiction over public
property involved, to obstruct traffic at the designated point.
H. Safety provisions must be entirely adequate and meet with City or State and
Federal regulations to protect the public on these streets and roads.
Section 00810
SUPPLEMENTARY CONDITIONS TO THE GENERAL CONDITIONS
Page 8 of 12
I".C';,;..---
.
..
..
..
-
-
-
-
-
.
.
.
.
.
.
.
.
.
.
.
.
.
-
,,,'.I,,I.'''~':":''ry',-- .-::-,-",:~,",~_.",-,_.~.,- ",,'
~,:Oh"'~:,~~''''''':-ry~'~:'' 'C '~~":................-' --.".
.
.
.
.
.'
.
.
.
.
.1
.
.
.
.
.J
.) -
"
(I
"
11I1
fll
,,)
!II)
III)
III)
II)
")
.1
.'i
.;
.'
.:
lIti
.'
sc~ 6.20 INDEMNIFICATION
Add a new paragraph Immediately after paragraph o.20.A, of the General Conditions which is to
read as follows:
While Owner and Engmeer may have the right under this Contract to observe or
otherwIse review the work, progress and operations of the Comractor, it IS
expressly understood and agreed that such observation shall not relieve the
Contractor from any of its covenams and obligatIOns hereunder.
SC-9.03 PROJECT REPRESENT A yrVE
Refer to the Special Provisions for identification of the responsibilities and authority and
limitations of the Engineer' s Resident Project Representative (if any).
SC-11.01 COST OFTHE WORK
Delete paragraph 11.01 .A5.c of the General Conditions in its entirety and insert the following in
its place:
11.01.A.5.c The cost for the use of all construction equipment and machinery and parts
thereof whether owned by the Contractor or rented from others. The cost shall be
calculated as follows and will include the costs of transportation, loading, unloading,
assembly, dismantling and removal thereof for equipment involved only in the changed
portion of the work covered under the cost of the Wark method. Transportation, loading
and assembly costs will not be included for equipment already on the site which is being
used for other portions of the Work. The cost of any such equipment, machin ery, or parts
shall cease when the use thereof is no longer necessary for the Work. Hourly equipment
and machinery rates shall be calculated from the Rental Rate Blue Book for Construction
Equipment, and the Equipment List submitted according to 3C-2.05 and 3C-2.07, and as
follows:
1.
For working equipment, the hourly rate shall be the monthly rental rate
divided by 176 hours peT month plus the hourly operating cost.
'"l
For equipment on standby, the hourly rate shall be 50% of the monthly
rental rate divided by 176 hours peT month, and the hourly operating cost
shall not be applied.
3.
For specialized equipment rented for a short duration used for change
order work or additional work not part of the scope of work bid, the
equipment rental rates will be negotiated prior to the work being
performed.
Section 00810
SUPPLEMENTARY CONDITIONS TO THE GENERAL CONDITIONS
Page 9 of 12
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
".~';'...'~f:"?"~;':,~'- ..',
,:~~:,,,,",.~~.c..'~: '~\~,~'~,~"J~i;F:'~~~~~~:~~~~'~nJ~i~~' ,., .. ",: ~'j~~,:'~'.:jlt~.~,~~~iI;;;.,.?tt!;,l!~f.IlW~~.t~;"";'Y!'~\~,~:~.;:'"":"~"~
SC -11.03 UNIT PRICE WORK
Delete paragraph 1 L03.D.l and '1 of the General Conditions m its entirety and insert the
following in its place:
1. the quantity of a particular item of Unit Price Work performed by Contractor differs by
more than 25~'o from the estimated quantity of such Item indicated m the Agreement, and
2. the total cost of the partIcular individual item of Unit Price Work amounts to 10% or
more of the Contract Price which is the total sum of all schedules (if any), and
SC-14.02.A APPLICATIONS FOR PAYMENTS
Add the following language at the end of paragraph l4.02.A.l of the General Conditions:
Payments for materials in storage shall be based only upon the actual cost of the materials
and equipment to Contractor and shall not include any overhead or profit. Bill of Sale,
invoice or other document warranting clear title for materials in storage wilJ be waived
for the material in storage included in the first progress payment application. However,
proof ofpayrnent and clear title must be submitted with Application No. :2 for all material
included in Application No.1. Without such documentation amounts paid for materials in
storage will be deducted from subsequent payments. Beginning with the second
application, all requests for payment for materials in storage shall be accompanied by Bill
of Sale, invoice or other document warranting clear title as required above.
Add the following to Paragraph l4.02.A.3:
In accordance with state law the Owner may accept deposited securities in lieu of cash
retainage. Retainage may be used by the Owner to offset costs for any 0 f the losses
enumerated in Paragraphs l4.02.B.5.a through 14.02.B.5.d inclusive, 14.02.D. l.a. through
14.02.D.Ld inclusive, or 15.02.e. In addition retainage may be used by the Owner to
protect against loss from failure by the Contractor to complete necessary work and to
offset any liquidated damages due Owner.
Add a new paragraph after paragraph to l4.02.A.3 to read:
4. Each application for progress payment shall be accompanied by Contractor's
updated progress schedule, shop drawing schedule, procurement schedule, and
other data specified herein or reasonably required by Owner or Engineer. The
Owner reserves the right to require submission of monthly cenified paYTolls by the
Contractor.
SectlOn 00810
SUPPLEMENTARY CONDITIO'NS TO THE GENER.A..L CONDITIONS
Page 10 of 12
";; ~'iT1':, "'.:"'~':' ~ ". .~;iI1f": :~,'~l.\:"~~1~'~~;~1
.
..
.
.
.
.
..
II
..
.
"
II
II
~
~
~
.
~
.
.
~
.
.
.
.
.
.
.
.
.
.
.
.
.
"~""""""''',~;'':'',>:>'~''''''': r
-"
.
.
.J
.
.
.i
.
.J
.
.
.1
.',
.\
.
.
.\
.'1
.'1
II)
II"
.!
II'
..
IIi
.i
.i
.',
.
.'
..1
.,1)
.
..
.'
";r"~p> '~~ '-;'i1:,yS;~h7:,:,m;'r,:t~~'.~'~J~;:7'':':"':'''''''''''':'f"
SC ~ 14.02.C PAYMENT BECOMES DUE
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Delete Paragraph 14.02.C.1 of the General Conditions in its entirety and insert the following in
its place:
1. The Owner w1ll, upon presentation to hlm of the Contractor's Application for
Payment with Engineer's recommendation, review and act upon sald paynient
request once each month on or about the day of each month stipulated by the
Owner at the preconstruction conference. Payment will become due when Owner
approves the application for payment and will be paid by Owner to Contractor
with in 30 days of the day of the month stipulated above at the preconstruction
conference.
SC - 14.02.D.l.e
Amend the sentence of Paragraph l4.02.D.l.c to read:
". entitling Owner to a set-off against the amount recommended, including liquidated
damages; or...
SC-14.03 CONTRACTORS WARRANTY OF TITLE
Add the followmg at the end of Paragraph l4.03.A of the General Conditions:
Neither recommendation of any progress payment by Engineer nor payment by the
Owner to Contractor, nor any use or occupancy of the Work ar any part thereof will
release the Contractor from complying with the Contract Documents. Specifically the
Contractor shall maintain in accordance with Article 5, property insurance on all Wark,
materials, and equipment whether incorporated in the project ar not and whether included
in an application for payment or not, for the full insurable value thereof. Passing ntle to
Owner for materials and equipment included in an application for payment does not
relieve the Contractor of the Contractor's obligation to provide insurance (including
property insurance) as required in Article 5 of the General Conditions and these
Supplementary Conditions. All insurance shall remain in effect as provided in Article 5.
sc- ]4.05 PARTIAL UTILIZATION
Add the following to Paragraph 14.05.A:
Owner has the right to take possession of or use any completed or substantially
completed portions of the work at any time, but such taking possession or use will not be
deemed an acceptance of any work not completed in accordance with the Contract
Documents. Owner's use of any facilities so identified in the Contract Documents will
not be grounds for extension of the contract time or change in the contract price. Owner's
SectlOn 00810
SUPPLEMENTARY CONDITIONS TO THE GENERAL CONDITIONS
Page 11 of 12
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
, ':' '~!~~~7:"': :~f"f~'~~':' ";
;" ';\":?,~~~~;' '.
use of any facilities not specifically identified in the Contract Documents will be in
accordance with conditions agreed to prior to such use, and any extra costs or delays in
~ .
completion incurred and properly claimed by Contractor will be equitably adj usted with a
Change Order. Facilities substantially completed in accordance with the Contract
Documents which are occupied or used by Owner prior to substantial campI etion of the
entire work will be done in accordance with General Conditions 14.04. Guarantee
periods for accepted or substantially completed work including mechanical and electrical
equipment will commence upon the start of continuous use by Owner. All tests and
instruction of Owner's personnel must be satisfactorily completed, and Owner shall
assume responsibility for and operation of all facilities occupied or used except as may
arise through portions of work not yet completed by Contractor If the work has been
substantially completed and the Engineer certifies that full completion thereof is
materially delayed through no fault of the Contractor, the Owner shall, without
terminating the Agreement, make payment of the balance due for the portion of the work
fully completed and accepted.
sc- 14.06 FINAL INSPECTION
Add the following to Paragraph 14.06.A:
After Contractor has remedied all deficiencies to the satisfaction of the Engineer and
delivered all construction records, maintenance and operating instructions, schedules,
guarantees, bonds, certificates of inspection, and other documents (all as required by the
Contract Documents), Owner and Contractor shall be promptly notified in writing by
Engineer that the work is acceptable.
SC-17.OJ GIVING NOTICE
Add the following to Paragraph 17.0l.A
The mailing address for giving notices to Contractor given in the Agreement is hereby
designated as the place to which all notices, letters, and other communication to
Contractor will be mailed or delivered. The mailing address for giving notices to Owner
given in the Agreement is hereby designated as the place to which all notices, letters, and
other communication to Owner shall be mailed or delivered. Either party may change his
address at any time by an instrument in writing delivered to Engineer and to other party.
END OF SECTION
SectlOn 00810
SUPPLEMENTARY CONDITIONS TO THE GENERAL CONDITIONS
Page 12 of 12
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
MONTANA PREVAILING WAGE RATES
Heavy Construction
Rates effective: March 10, 2006
Brian Schweitzer, Governor
State of Montana
Keith Kelly, Commissioner
Department of Labor & Industry
To obtain copies of prevailing wage rate schedules, contact:
Research and Analysis Bureau, Workforce Services Division
Montana Department of Labor and Industry
P. O. Box 1728, 840 Helena Ave.
Helena, MT 59624-1728
Phone 406-444-2430 FAX 406-444-2638
Toll free 800-541-3904
TOO 406-444-0532
We're also on the Internet at: www.ourtactsyourfuture.org
For Information relating to public works projects and payment of
prevailing wage rates visit ER D at:
www.mtwagehourbopa.com or contact them at
Employment Relations Division
Montana Department of Labor and Industry
POBox 6518
Helena, MT 59604-6518
Phone 406-444-5600
TOO 406-444-5549
The Research and Analysis Bureau welcomes questions, comments and suggestions from the public, I.n addition, we'll do our
best to provide information in accessible format, on request, in compliance with the Americans with Disabilities Act.
1
Heavy Construction - Montana
I
MONTANA PREVAILING WAGE REQUIREMENTS
I
Heavv Construction
I
The Commissioner of the Department of Labor and Industry, in accordance with Sectiuns ] 8-2-40] and 18-2-
402 orthe Montana Code Annotated, has determined the standard prevailing rate of wages for the
occupations listed in this publication.
I
The wages specified herein control the prevailing rate of wages for the purposes of 18-2-401, et seq" Montann
Code Annotated. It is required that each employer pay, as a minimum, thc rate of wages, including fringe
benefits and zone pay applicable to those occupations in which the work is being performed. as pl'ovided in the
attached wage determinations.
I
I
All Montana Prevailing Wage Rates are available on the lntemet at: www.oul"factsyolll"futurc.org or by
contacting the Research and Analysis Hureau at (800) 541-3904 or TDD (406) 444-05:;2, In additIon, this
publication provides general information conccrning compliance with Montana's Prevailing Wage Law and
payment of prevailing wages. For detailed compliance information relating to Public Works projects and
payment of prevai ling wage rates, please consult the Regulations on the Internet at:
www.mtwagehourbopa.com or contact the Labor Standards Bureau at (406) 444-5600 or TDD (406) 444-
5540
I
I
I
Keith Kell\'
CommiSSIoner
Department of Labor and Industry
State of Montana
I
I
I
I
I
I
I
"
I
Heavy Construction - Montana
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
TABLE OF CONTENTS
MONTANA PREVAILING WAGE REQUIREMENTS:
A. Date of Publication................ ...................... ....... ...... ............... 4
8. Definition of Heavy Construction........................................... 4
C. Definition ofPuhlic Works Projects........................................4
D. Prevailing Wage Schedule....... .... .............. .............. ................4
E. Fringe Benefits............................................................... .........5
F. Apprentices...... ....................... ................. ................. ...............5
G. Posting Notice of Prevailing Wage................................. ........5
H. Employment Preference....... ................... ......... ............ ...........5
1. Rates to use for Projects................................................. ..........5
~
J
Heavy Construction - Montana
I
A. Date of Publication: March 10, 2()06
I
B. Definition of Heavy Construction
I
The Administrative Rules of Montana (ARM) ::'.4. ] 7.501 (4) - (4)( a). Public Works Contracts For Construction
Services Subject to Prevailing Rateo., states that "Heavy construction projects include, but are not limited to,
those projects that are not properly classified as either 'building construction'. or 'highway' consu-uction.'
I
f'1cavy construction projects include, but are not limited to, antenna towers, bridges (major bridges designed for
commercial navigation), breakwaters, caissons (other than building or hig:hway), canals. channels _ channel cut-
offs, chemical complexes or facilities (other than buildings), cofferdams, coke ovens, dams, demo lition (n01
incidental to construction), dikes. docks, drainage projects. dredging projects, electrification projects (outdoor),
fish hatcheries, flood control projects. industrial incinerators (other than building), irrigation projects, .jetties.
kilns, land drainage (not incidental to other construction), land leveling (not incidental to other construction),
land reclamation, levees, locks and walerways, oil refllleries (olher than built.lill!:',~'), pipe lint:s, pu lIJo., pumping
stations (prefahricated drop-in units - not buildings), railroad construction, reservoirs. revetments_ sewage
collection and disposal lines, sewers (sanitary, storrn, ete. L shoreline maintenance, ski tows, Slorage tanks.
SWil11l11l11g pools (outdoor), subways (other than buildings). tipples, tunnels, unsheltered piers and wharves,
viaducts (other than highway), water mains, waterway construction. water supply lines (not incidental to
buiIJing), water and sewage treatment plants (other than buildings) and wells."'
I
I
I
I
Federal Davis-Bacon wage rates as published in U.S. Department of Labor General Wage Decision Nu.
MT2003000 1 Modification No.14 have been adopted by the Montana Department of Labor and 1 mlustry for use
in Heavy Construction projects and are included in this publication These rates apply statewide or as shown in
MT2003000 1 Modification No. ] 4.
I
I
C. Definition of Puhlic Worl{S Projects
The Montana Code Annotated (1 ~-::'.-40 1 (11 )( a)) defines "public works contracl" as "a contract -for construction
services let by the state, county, municipality. school district, or political subdivision m for lloncOllstruction
services let hy the stak, county, municipality, or political subdivision is which the total cost oftlle contract is in
excess of $25,000."
I
I
D. Prevailing Wage Schedule
I
This publication covers only Heavy Construction occupations and rates in the specific localities mentioned
herein These rates will remain in effect until superseded by a more current publication. (un'em fJrevailing wage
rates schedules for Building Construction. Hi!lbwa:,/ Construction and Non-construction Services occupations
can be i()und on the Internet at www,ourfactsyourfuturc,org or hy contacting the Research and Analysis
Bureau at (8001541 -39U4 or TDD (406) 444-0532.
I
E. Fringe Benefits
I
Section ] 8-::'.-412 of the Montana C ode Annotated states that:
I
"( 1 )... a contractor or subcontractor may:
4
Heavy Construction - Montana
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Z'JNE DEFINITIONS
HEA VY CONSTRUCTION PROJECTS
CARPENTEH~;, *CEMENT MASONS, LABORERS, POWER EQUIPMENT OPERP.TOES
AND TRUCr DRIVERS
The zone hourly rates applicable to each project shall be
determined by measuring the road miles over the shortest
practical maintained route from the nearest County Court House
of the following listed towns to the center of the job:
BILLINGS, BOZEMAN, BUTTE, GEEAT FALLS, HAVRE, HELENA,
KALISPELL, LEWISTOWN, MILES CITY, MISSOULA
Zone 1
Zone r,
~
Zone J
o to 30 miles - Base Pay
30 to GO miles - Base Pay + $2.95
Uver 60 miles - Base ~ay + $4.70
*CEMENT MASONS ZONES: The above cjties plus DILLON, GLASGOW,
GLENDIVE, SIDNEY
Modification Number
o
J
:::'
4
::
\.:\
"7
8
q
10
1]
I'""'
~
J ~:
14
Publication Date
06,'13/2003
11/07/200::;
11/28/2003
01/:'3/.2004
03/0:'J/20(J4
04/0912004
05/(17/2004
(1 9 / 1 0 / ::: 0 0 ,1
lO/08/:::0CI'~
o '1 ! 0 1 / :::: r] D :'
0.1/08/2005
04/=2/200S
05/';:7/200:=:,
CJ6/24/=Ou:,
09/09/20CJ:,
7
Heavy Construction - Montana
I
* CARP0028-002 06/01/2005
I
Rates
Fringes
I
Carpenters: (Zone 11
Carpenter & pilebuck.... ....$ 19.60
Millwright. .. .. . .. . . . . ... .. .... $ 21.60
7.80
7.80
I
~----~--~-------~---~----------~---~~---~-~-~---~-------------~-
CARP0028-004 06/01/2004
Rates
Fringes
I
Diver Tender.................. .;;-~ :27.30
Diver..... .....................$ :)7.50
7.45
7.4:,
I
~----~----~~-~-~--------~-----~----~---------~--------~-~---~--~
ELEC0044-001 06/01/2002
I
Beaverhead, Big Horn, Blaine, Broadwater, Carbon, Carter,
Cascade, Chouteau, Custer, Daniels, Dawson, Deer Lodge, Fallon,
Fergus, GClllatin, Garfield, [;lacier, Golden Valley, Granite,
Hill, Jefferson, Judith, Basin, Lewis And Clark, Liberty,
Madison, McCone, Meagher, Mineral, Missoula, Musselshell, Park,
Petroleum, Phillips, Pondera, Powder Hiver, powell, Prairie,
Ravalli, Richland, Roosevelt, Rosebud, Sheridan, Silver Bow,
Stillwater, Sweet Grass, Teton, Toole, Treasure, valley,
Wheatland, Wibaux, And Yellowstone counties
I
I
I
F~ate::
Fringes
Line Construction
(1) Lineman.... . . . . . . . . . . . $ 2:,.79
(2) Equipment Operator......$ 20.63
(J) Experienced Groundman...~, It,.7>:':
I
4.2:"5+6.71
4.25H6.34
4.2500+6.07
I
----~-------~~-~--~--~----~----~---------~---~--~-~-~--------~-~
ELE.r::O:2~':.-OOl Ci6/01/20CJ4
Blaine, Broadwater, CascadE, Chouteau, Fergus, Glacier, Hill,
Judith Basin, Lewis &. Clark, Liberty, Meaghe:r:, Petrcleum,
Phillips, Pondera, Teton, Valley, and Wheatland Counties
I
I
Rates
Fringes
Electrician. . . . . . .
c
. . . . . . . . . . . . . 'T'
o)~..! ')-
0;....,..1 . .:..... tl
300+8.04
I
-----~--~--~-~---~---~-~~----~---------~-~-----~--------~-~-~~-~
I
8
Heavy Construction - Montana
I
I
I
I
I ELEC0233-00~ 06/01/2004
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Beaverhead, Deer Lodge, Granit~, Jeffe=son, Madison, Powell, And
Si~ver Bow Counties
Pates
Fringes
Electrician. . . ... ....... . .. . .
t,
. ..,0
~3. 2:1
3%+8.49
--~-~---~--~--~---~-~~--~~--~--~-~-~--~--~~---~~-----~-~--------
+ ELEC0532-001 06/01/2005
Gallatin, Park, And Sweet Grass Counties
Pates
Fringes
Electrician. . .. .......... .. . .
C'
. . "TJ
2:::.94
4.::::S'ii+EJ.OO
--~~---_._~---~-----~-~----~-~----~-~-------~~---~~--~~------~---
ELEC053~-003 06/01/::::004
Big Horn, Carbon, Carter, Custer, Daniels, Dawson, Fallon,
Garfield, GoJden Valley, McCone, Musselshell, Powder River,
Prairie, Pichland, Roosevelt, Rosebud, Sheridan, Stillwater,
Trea,,;ure, vJibau;.: And Y0:1Jowstone Counties
Rates
Fringes
Electrician....................$ 24.08
4 . 2 ~I 'i; + EJ . 6 4
-----------------------------------------------~----------------
ELEC0766-0U1 03/01/::::005
Flathead, Lake, Llnc:C,lrl, Mineral, Missoula, Ravalli, And
Sanders Countiw.i
Pates
Fringes
Electrician. . . . . . . . . . . . . . . . . .
c.
. . ~.
2~).:20
0.16
-------------------------------------------------------~--------
9
Heavy Construction - Montana
I
ELEC0768-003 04/01/2005
I
Flathead, Lake, And Lincoln Counties
I
f~ates
Fringe2
17.47
10.7f,
10.59
0.9:=
10.:2:~
10.::'8
1 (I . ~; 5
9.78
I
Line Construction
( 11
( .2,
(3 'I
(4 :'
( S)
( I:, I
("I)
Cable Splicer... . . . $
Lineman. . . . . . . . . . . . . . . . . :;;
Groundman.............. .$
Line Equipment Operator.$
Pc,le Sprayer.............?
Tree Trimmer.... . . . . . . . . $
TJ~_ i 1 i t Y L 0 cat (, r . . . . . . . . . ~.
30.39
'::7.97
21.67
;:2:=.57
;:23.C
l~). 4 D
I
I
~~~~-----~----------------~--~----~--~---~~---------~-~~~~--~~--
EN~I0400-uOl 05/01/200"
I
:Rates
Frlnge5
Power Equipment Operator
(Zon2 1)
C-;roup 1............... . .~; :2 CI . 6':::
Grclu!=-, :::............. . . . . :;; := 1.09
r;roup 3.....................:; '::' 1.49
Group 4.....................~: :::::::. 1 ~
C T" () U 1=1 S. ~ . . . . . . . . . . . . . . . . . . .~: :2 =: . (, ~'l
Croup 0.....................~: :::J.7~,
G r () u r:' 7............... . . . . . . $, :2 4 . ::: ~,
I
7.55
-/ . ~) ~1
7. 5~,
7.5':,
7 . '::,
7.5':,
7 . ~:':::,
I
I
POWEF', EOfJIPMENT OPEPATOP.:?, CLAS;::,IFlCATIONS
I
GFOlJF 1: },ir C:ompress'~:'l~; Autc Fine Grader; Bel t 1'ini ~ihing
Machine; Boring Machine, small; Cement silo; Crane, A-Frame
Truck Crane; Crusher Conveyor; DW-lO, 15, and :::0 Tractor
F,~l ] ~:l; Farm 'Iracte,r; Forkli f:t; Form Gl~ader; Front-end
Le'dCE?l under ] ell yd; Heav'y' Dut~' DrilLs; Hermar! Nelsor!
Heater; Mulching Machine; Oiler, all except Cranes. L
::;hove I :_~; Pumpman.
I
I
GROUP 2: Air Doctor; Backhoe/Excavator/Shovel to and
jlL:ludiWl ~; eu yd; Bit Grinder; bituminou5 faving Tra'Jel
Plant; Boring Machine, large; Broom, self-propelled;
Concrete Travel Batcner; Concrete Float & Spreader;
Concre~e Bucket Dispatcher; Concrete Finish Machine;
Concrete Conveyor; Distributor; Dozer, Rubber- Tired, push
& Side Boom; Elevating Grader/Gradall; FleId Equipmen~
Serviceman; Fron~-end Loader 1 cu y6 to including 5 eu yd;
Grade S€t1:er; Heav~' Dut~' [Irills, all types; Hc,isc'Tugger,
I
I
I
10
Heavy Construction - Montana
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
all; Hydralift & similar; Indus~~lal Locomotive; Motor
Patrol, except Finish; Mountain Skidder; Oiler - Cranes &
Shovels; Pavement Breaker, EMSCO; Power Saw,
self-propelled; pugmill; Pumpcrete/Grout Machine; Punch
Truck; Roller, other than Asphalt; Roller, Sheepsfoot,
self- propelled; Roller, 25 tons and over; Ross Carrier;
Rotomill under G ft; Trenching Machine; Washing/Screening
Plant.
GROUP 3: Asphalt Paving MaChine; Asphalt Screed;
Backhoe/Excavator/Shovel over 3 cu yd; Cableway Highline;
Concrete Batch Plant; Concrete Curing Machine; Concrete
Pump; Cranes, Creter; Cranes, Electric Overhead; Cranes, 24
tons and under; Curb Machine/Slip Form Paver; Finish Dozer;
Front-end Loader over 5 cu yd; MeChanic/Welder; Pioneer
Dozer; Roller, Asphalt (Breakdown & Finish); Rotomill, over
6 ft; Scraper, single, twin, or pulling Belly Dump; Yo-Yo
Cat.
GROUP 4: Asphalt/Hot Plant (Jperator; Cranes, :2") tons to 44
tons; Crusher Operator; Finish Motor Patrol; Finish Scraper.
GROUP 5: Cranes, 45 tons to including 74 tons; Crane, Tower,
all.
GROUP 6: Cranes, 75 tons to including 149 tons; Crane,
Whirley, all.
GROUP 7: Cranes, 150 tons to including .::25(1 tons (add $1.00
for every 100 tons over 250 tons); Crane, Stiff-Leg or
Derrick; Helicopter Hoist.
-~---------------~-----------------------------------~--------~_.
IPONCl841-0CJ: D7/01/2CJ03
Remaining Counties
F~a t e s
F~'inge.::
Ironworker. . .
. . . . ~~
19.:20
1;:'.::'1
--~-----~--~---~-~--------~-----~---~---~~----~~----~~--------~~
1 ]
Heavy Construction - Montana
I
LAB00098-001 05/01/2004
I
Rates
Fringe",
I
Laborers: (Zune 1)
Gruup 1....
Group r,
. . . . $
14.5:'
17.34
17.48
18.20
~J. 50
5.50
5. ~,o
5.50
I
. . . . . . . . . . . . . . . ~l
Gl'OUp 3....
Crou]::, 4......
. . . . . . . $,
I
LABORERS CLASSIFICATIONS
CP.OUP 1:
Flagperson
I
GROUP~' All General Labor work; Burning Bar; Bucket man;
C:arpenter Tender; Caisson War ker; Cernen"':: Mason Tender;
Cement Handler (dryl; Chuck Tender; Choker Setter; Concrete
worker; Curb Machine-Lay Down; Crusher and Batch worker;
F'ence Erector; Form Setter; Form Stripper; Heater Tender;
Landscaper; Pipe Wrapper; Pot Tender; Powderman Tender;
Rail and Truck Loaders and Unloaders; Riprapper; Sealants
for cuncrete and other materials; Sign Erection. Guard Rail
and Jersey Rail; Stake Jumper; Spike Driver; Signalman;
Tail Haseman; Tool Checker and Houseman; Traffic Control
worker.
I
I
I
GP.OUP 3: Concrete vibrator; Dumpman (Grademan); Equipment
Handler; Geotextile and Liners; High-Pressure Nozzleman;
Jackhammer (Pavement Breaker): Laser- Equipment; Non-f',iding
Rollers; Pipelayer: Posthole Digger (Power); Power Driver)
Wheelbarrow: Rigger; Sandblaster; Sod Cutter-Power;
Tampers; Creosote Handler
I
I
GP.OUP 4: Asphalt Raker; Asbestos Lahorer; Cutting Torch;
Crade Setter; Hazmat WOJ:)(er; High- Scaler; Power Saws
IF'J.ller & '::'oncrete); Powdermarl (~,l. OU per hour above Groul='
4 rate); Rock & Core Drill; Tank/Vessel Cleaner; Track or
Truck mounted Wagon Drill; Welder including Air Arc
I
I
I
I
I
12
Heavy Construction - Montana
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
PAIN0260-001 07/01/2002
Blaine, Broadwater, Cascade, Chouteau, Daniels, Fergus,
Garfield, Glacier, Granite (South Of A Line Running East & West
Through The Southern City Limits Of Phillipsburg), Hill,
Jefferson, Judith Basin, Lewis And Clark, Liberty, McCone,
Meagher I Petroleum, Phillips, Pondera, Powell (South Of ], Line
Running East & West Through The Southern City Limits Of
Helmsvllle), Richland, Roosevelt, Sheridan, Teton, Toole,
Valley, And Wheatland Counties
Rates
Fringes
Painter. . . . . . . . . . . . . . . ... . . . . . . $ 13.85
19,+3.45
-~---~~--~-~-------~---~--~----~-----~~----~--~~----~~----~--~~-
PAIN0260-00~' 07/01,2002
Flathead, GranIte (North Of p, Line Running East [, We,st Through
The Southern City Limits Of Phil.lipsburg), LakE;, Lincoln,
Mineral, Missoula, Powell (North Of A Line RunniW1 Eas"c r. West
Through The Southern City Limits Of Helmsville), Ravalli, And
Sanders Countie:'
Rates
Fringes
Pa inter. . . . . . . . . . . . . . . . . . . .
c-
. . . ..,.1
16.85
IHJ.4:-:,
------------------------------------------------------~----------
PAIN1922-001 05/01:200]
Beaverhead, Big Horn, Carbon, Carter, Custer, Dawson, [leer
Lodge, Fallon, (~allatin, Ge,lden Valley, Jeffersofl, MadisOTJ,
MusselshEc11, Park, lJowder pi veT I Prairie, Posebud, SiJver Bow,
Stillwater, Sweet Grass, Treasure, Wibaux, And Yellowstone
Counties
Rates
Fringes
F-'ainter ( Industrial, inel ude s
industrial plants, tanks,
pipes, bridges)................$ 17.80
7 . G~.
-----~-~----~-~-~---~-~-----~~---~~--~----~--~--~--~---~---~----
l~
Heavy Construction - Montana
I
PLAS0119-001 05/01/2005
I
Statewide (except Deer Lodge, ,Jefferson, Powell, and Silver. Bow
Counties)
I
P.ates
Fringe~'
I
CeffiEnt Masons: (Zone 1)
Area 1.................. .:;; 17.71
Are a ;::...................... $ Ill. 8;:'
6.20
(;. ::'CI
I
AREA 1: Statewide (except Deer Lodge, Jefferson, Powell, and
Silver Bow Counties)
I
APEA :2:
Counties
Deer Lodge, Jefferson, Powell, And Silver Bow
I
-~-------------~------~--~--~~-~---~------------------~-------~-
PLUMG030-003 09/01/2004
Bighorn, Blaine, Carbon, Carter, Cascade, Chouteau, Custer,
Daniels, [lawson, F'allon, FE'~rgus, (:iarfield, Glacier, Colden
Valley, Hill, Judith Basin, Liberty, McCone, Meagher,
Musselshel.L, f'etrc,leum, Phillips, Pondera, Powder Liver,
Prairle. Richland, Roosevelt, Losebud, Sheridan, Stillwater,
Teton, Tools, Treasure, Valley, Wheat land, Wibaux And
YE',llowst.oTlt=' Countie'"
I
I
I
Rate::.
Fringe:=,
Plumb e r . . . . . . . . . . . . . . . . . . . .
Industrial - Power
CoeneJ.~a t ing Plants.......
..;, ~4.50
10. (, '=,
I
. . $. .26. 8~::)
:I. Ci . (,:'
I
-------~-~---------~----------~---------~---~-~---------------~-
i PLUMDCi41-00l 07!Ol/~005
Beaverhead, Broadwater, Deer Lodge, Gallatin, Granite,
clefferson, Lewi sAnd Cldrk, Madison, Part, I'CJwell, :-,;il V'2J: Bow,
And Sweet GraS2 Counties
I
t~ate:';
Fringes
I
F 1 umb e r- . . . . . . . . . . . . . . . . . . . . . . . .:i ;:'.:1. 7 (i
(1 ""
_" . ~) ~l
I
----~---~--~-~-------~-------~------~~--~-----~-----~--~---~---~
I
]4
Heavy Construction - Montana
I
I
I
I
I PLUM (\ 4 5 9 - 0 0 1 0 .5 / 0 1 ;' .=: 0 (I .1
Flathead, Glacier, Lake, Lincoln, Mineral, Missoula, Ravalli,
And Sanders
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Rates
Fringes
P 1 umbe r . . . . . . . . . . . . . . . . . .
23.41
~1 . =i (I
,.
. . . . . . .:?
TEAM0002-001 06/01 ,'::::OO~;
Rates
Fringes
Truck drivers: (:one 1)
Group 1... . . . . . . . . . . . . . . . . . . $ 1 J . 31
Group 2. . . . . . . . . . . . . . . . . . . . . $ 1").:3 4
S.31
5.31
TRUCY DRIVERS CLASSIFICATIONS:
GROUP 1:
P.dc,t Car
GROUP::::: All C:ombinatiotl Trucks and ConcretE:' Mixec:;;
Distributor Driver; All Dry Batch Trucks; Dumpman, Gravel
Spreader Bax 0perator; All Dump Trucks and similar
equipment includiYl~1 DW ~~O, DW .::'1, or Euclid Tractor;
Dumpsters; FL)t Trucf:s; Servicemen; Lowboys, Four-Wheel
Trailerc:; Float Sc~mi-Trailer; Lumber Carrier::" Lit\: Trucks
& Fork Lifts; Pick-up Driver hauling material; Powder
Truck (Bulk Unloader type); Power Boom; Service Truck
Dirvers, Fuel Truck Drivers, Tiremen; All Water Tank
Dri vers; Petroleum Product.:; [Jri vers; Trucks with l:'OW'O!f
Equipment such as Winch, A-Frame Truck, Crans, Hyd.t'alift,
Gout-Crete Truck, and Combination Mulching, SeedinCj &
Fertilizinq Tru:::l:; Tru:k Mechanic
WELDER~ - Receive rate prescribed for craft performing
operation to which w~ldinq is incidental.
------,-----_._----,----~-----~---------------------------~---------
---~--------------------------~-----------------------------------
Unlisted classifications needed for work not included within
th~ scop~ of the classifications listed may be added after
award only as provided in the labor standards contract clauses
( ::: 9 C FP :).~. ( a ) I.' 1 ) ( i i ) ) .
15
Heavy Construction - Montana
I
If! thE': listing above, the "Sll" designation mean:: that rates
listed under the identifier do not reflect collectively
bargained wage and fringe benefit rates. Other designations
indicate unions whose rates have been determined to be
prevailing.
I
I
_~___~~___~_____~~r_~____~___~~___~_~____~___~~__~~__~~--~~--~~~-
---------------~------~--------------------~--------------------.
I
END OF GENERAL DECISION
I
I
I
I
I
I
I
I
I
I
I
I
16
Heavy Construction - Montana
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
NOTICE OF AWARD
Dated:
.3 /,/67
, I
TO: Western Industrial. Inc.. attn: Mark Jackson
ADDRESS: 1441 N. Northlake Way. Seattle, WA 98103
PROJECT: Hilltop Tank Repaintinq
CONTRACT FOR: Municipal water tank Daintina
You are notified that your Bid opened on February 13. 2007 for the above Contract has been considered. You
are the apparent Successful Bidder and have been awarded a Contract for the City of Bozeman Hilltop Tank
RepaintinQ.
The Contract Price of your Contract is: Three-hundred and five thousand and no/100 Dollars ($ 305,000.00)
Five (5) copies of each of the proposed Contract Documents (Except Drawings) accompany this Notice of
Award.
You must comply with the following conditions precedent within fifteen (15) days of the date of this Notice of
Award, that is, by 3/;2./ )07 .
I .
1. You must deliver to the OWNER Five (5) fully executed counterparts of the Agreement including all
the Contract Documents and Drawings.
2. You must deliver with the executed Agreement the Contract Security (Bonds) as specified in the
Instruction to Bidders (Article 20), and the General Conditions (paragraph 5.01).
3. List other conditions precedent:
You must deliver with the executed Agreement the Certificates of Insurance as specified in the
General Conditions (Article 5) and Supplementary Conditions (paragraphs SC-5.04 and SC-5.06).
Failure to comply with these conditions within the time specified will entitle OWNER to consider your Bid
abandoned, to annul this Notice of Award, and to declare your Bid Security forfeited.
Within ten (10) days after you comply with these conditions, OWNER will return to you two fully signed
counterpart of the Agreement with the Contract Documents attached.
DATE:
3. &, -o}-
BY:
It
.
l-
e
I
I
t
.
t
E
C
C
.
.
It
~
C
C
.
.
It
.
.
,
Notice to Proceed
Dated
ProJect:
Owner'
Owner's Contract No.:
ContraCI:
Engineer's PtuJI:ct No..
Contractor;
Conlfactors Address: [send (enified Mail. Return ReceIpt Requested I
You are notified that the Contract Times under the above contract will commence to run on_. On or
before that date, you are to start performing your obligations under the Contract Documents. In accordance with Article
4 of the Agreement, the date of Substantial Completion is_, and the date of readiness for fmal payment is _
[(or) the number of days to achieve Substantial Completion is _, and the number of days to achieve readiness for
[mal payment is _].
Before you may start any Work at the Site, Paragraph 2.01.B of the General Conditions provides that you and
Owner must each deliver to the other (with copies to Engineer and other identified additional insureds) certificates of
insurance which each is required to purchase and maintam in accordance with the Contract Documents.
Also, before you may start any Work at the Site, you must [add other requirements]:
Owner
Given by:
Authorized SIgnature
Tifle
Date
Copy to Engmeer
EJCDC No. C-550 (2002 Edition)
Prepared by the Engineers' Joint Contract Documents Committee and endorsed by the
Associated General Contractors of America and the Construction Specifications Institute.
Page I (If I
I
CHANGE ORDER
I
No.
DA TE OF ISSUANCE
I
OWNER
Contract:
Project:
ENGINEER
EFFECTIVE DATE
CONTRACTOR
I
OWNER's Contract No.
ENGINEER's Contract No.
You are directed to m~ke th~-T~II~w;rlg changes in the Contract Documents:
Description:
I
Reason for Change Order:
I
A ttachments: (List documents supporting change)
I
I CHANGE IN CONTRACT PRICE: I
Original Contract Price
$
Net Increase (Decrease) from previous Change
Orders No, - to -
$
Contract Price prior to this Change Order:
S;
Net increase (decrease) ofthis Change Order:
S;
Contract Price with all approved Change Orders:
$
I
I
I
I
I
I
CHANGE IN CONTRACT TIMES:
Original Contract Times:
Substantial Completion:
Ready for final payment:
(davs or dates)
Net change from previous Change Orders No, ~ to
No.
Substantial Completion
Ready for final payment:
(days)
Contract Times prior to thts Change Order:
Substantial Completion:
Ready for final payment
I davs or daleS I
Net increase (decrease) this Change Order:
Substantial Completion:
Ready for final payment:
Idays)
Contract Ttmes with all approved Change Orders:
Substantial Completion:
Ready for final payment:
I days or dal~s I
Contractor certifies and al.'rees that there are no additional costs or claims for extra work, additional timt:. delavs or
omitted Items, of any naWre whatsoever. associated with the subject change order items, except as identifIed alld set
forth herein and unless expressly stated otherwise in the Change Order. And further, that the price agreed-upon herem
represents the hill cost and value for the subJect work performed and the materials supplied under the tem1S of the
contract and that the work quantities and value were properly determined and are correct.
I
I
CONTRACTOR (Authorized Signature)
RECOMMENDED B'r':
I
(ENGINEER ~ SIgnature)
Date
Date
APPROVED BY:
OWNER (Authorized SIgnature)
Date
I
EJCDC 1910-8-B (1996 Edition
Prepared hy the Eng.meers Jomt Contract Documents Committee and endorsed by The ASSOCiated General Contractors of America and the
Construction Sp~c1ficatJOm Instllut~.
I
I
Page 1 of 2
I
CHANGE ORDER
INSTRlJCTIONS
I
A. GENERAL INFORMATION
I
This document was developed to provide a uniform fOffi1at for handling contract changes that affect Contract Price
or Contract Times. Changes that have been initiated by a Work Change Directive must be lI1corporatecl into a
subsequent Change Order ifthey affect Price or TImes.
I
Changes that affect Contract Price or Contract Times should be promptly covered by a Change Order. The practicc~
of accumulating Change Orders to reduce the administrative burden may lead to unnecessary disputes.
I
If Milestones have been listed in the Agreement, any effect of a Change Order thereon should be addressed.
For supplemental instructions and minor changes not involving a change in the Contract Price or Contract Times, a
Field Order should be used.
I
ll.
COMPLETING THE CHANGE ORDER FORM
I
Engmeer normally initiates the form, includmg a description ofthe changes involved and attachments based upon
documents and proposals submitted by Contractor, or requests from Owner, or both.
I
Once Engineer has completed and signed the fom1, all copies should be sent to Owner or Contractor fOT approval,
depending on whether the Change Order is a true order to the Contractor or the [omulization of a negotiated
agreement [or a previously performed change. After approval by om~ contracting parry, all copies should be sent to
the other party for approval. Engineer should make distribution of executed copies after approval by both pattIes.
I
If a change only applics to price or to timcs, cross out the part ofthc tabulation that does not apply_
I
I
I
I
I
I
I
I
Page 2 of 2
I
I
I
I
I
.
I
I
I
I
I
.
I
I
I
I
I
.
I
.
I
I
I
I
I
I
Work Change Directive
No.
Date of Issuance
Effective Date:
Prolect.
I Owner
I
I Owners Contract No..
I
Contract
I Date of Contract
I
i
I Engineers PrOject No
I
ContrclCtor
You are directed to proceed promptly with the following change(s):
Item Nu
I Description
L
I
I
I
I
I
!
Attachments (ltst documents supporting change):
Purpose for Work Change Directive:
D Authorization for Work described herein to proceed on the basIs of Cost of the Work due to
o Nonagreement on pricing of proposed change,
o Necessity to expedite Work described herein prror to agreeing to changes on Contract Prrce and Contract Time.
Estimated change in Contract Price and Contract Times:
Contract Price $
(Increase/decrease I
Contract Time
(Increase/DeGreaSBI
oays
If the change Involves an Increase, the estimated amounts are not to be exceeded without further autnorizatlon,
Recommended Tor Approval by Engineer
I Date
IDat"
I
I
I Dat"
I
AuthOrized tor Owner oy
AcCeoted tor ContraCtor by
Approved by FunOlng Agency lit applicable;
IDa!"
E.lcnc No. ('-9411 (2002 Edition)
Prepared by the E.n!!ineer~' Joint Contract lJocumems Committee and endorsed hy th~
Associated General Contractors of America and the Construction ::'pecilications Institute,
l'ag~ 1 of 1
C
E
l-
.
l-
E
E
E
t
.
Ia
,
C
C
,
..
l-
I
C
C
~
t
Field Order
No.
Date of Issuance:
Effective Date:
Project:
I Owner
I Owner's Contract No.
I Wale of Contract.
I En~lneer's Project No
I .
Contract
Contractor
Attention:
You are hereby directed to promptly execute this Field Order issued In accordance with General Conditions Paragra ph 9.05A.. for
minor changes in the Work without changes In Contract Price or Contract Times. If you consider that a change in Contract Price or
Contract Times is required, please notify the Engineer immediately and before proceeding with this Work.
Reference
(Specilicalion Sectlon(s))
(Drawlng(s) I Detail(s);
Descnptlon'
Attachments
I Engineer:
Receipt Acknowledged by (Contractor):
I Date:
Copy to Owner
EJCDC No. C.942 (2002 Edition I
Prepared by the Enl!inel'rs' Joint Contract I)ocuments Committee and endorsed by the
Associated General Contractors of America and the Construction Soedflcations Institut~.
l'ag~ I of I
I
I
I
I
I
I
I
I
I
I
. I
I
I
I
I
I
I
I
I
,./.-, 1___ r___ ~ .11" I'" I.... '... ........ __
-
'- - -- - -- -
-
-
Contractor's Applicatign For Payment No.
!'l.pplicalinrl r'f'riod: ,Applicalion Date
To (Owner):
From (\:ontraclor)'
"/Ia (Engineer)
rrojed:
Contra~t:
~----~-----
-6'..,ne;-'s Contract No:
e,=,,,tr acto. 's P. oject ! J'J '
Er'q in ",e's Project No.'
AprllCArlON FOR PAYMENT
Change Order Summary
A~proved Cllange Order~
rlumber
1. ORIGINAL CONTRACT PRICE .........
$
$
$
Additions
Deductions
2. Net change by Change Orders .........
3. CURRENT CONTRACT PRICE (Une 11 2).
4. TOTAL COMPLETED AND STORED TO DATE
lColumn F on Progress Estimate)
~ RETAINAGE:
$
a.
%)( $
Work Completed
Stored Material,...
$
$
$
$
$
$
b,
Oi~ X $
---
c. Total Retainage (line 5a + line 5b) "............
lCHALS
6. AMOUNT ELIGIBLE TO DATE (LIne 4 - line 5c) ....
7. LESS PREVIOUS PAYMENTS (Line 6 from prior Application) ......
B. AMOUNT DUE THIS APPUCATION." .....
9. BALANCE TO FINISH, PLUS RETAINAGE
I-IE T CHANGE 8l
CII.ANGE ORDEIlS
(Column G on Progress Estimate + LIne 5 above)..
$
CONTRACTOR'S C ERlIFlC A lIot~
The undersigned Conlr actor Cf' r lifies !Il at: (1) all pre',ious rrngress paJ'm enls
received Irolll Owner on account 01 Work dOlle under Il1e Conlrad ha'ie been apDlied
on a CCOUllt 10 discl1ar ge Con It a clor's legi limale ob liga lions i Ilcurred in corlllectian 'NilI,
Wo,f. coveled by plior Applicaliolls for Payment; (2) lille of all \'Vm~, malerials and
equipment incorpora led irl said \'V 01 k or olhe rNise lisled ill or covered bl' thi s
Applicalioll lor Payment I'iill pass 10 Owner al lime of paymenl free and clear of all
Liens, security intelests and encurnbrances (except such as are covered by a 8Gnd
ar.ceplable 10 Owner indemnifying Owner againsl any suet, Liens, seruril\f inlelesl or
elicumbr clllces); and (3) all "VOIk covel ed bv fllis Applic"lion lor PaY'llent is ill
Clccnrriance wilh the Con!racl Documenls and is nol defeclive
Payrnent 01-
$
(Line 8 or olher aUae-1] expranalioll nf olher amount)
is recornme Ilded by"
(Engineer)
(Date)
Paymenlof
$
(Li'le 8 or olher - allach e'(olal1aliorl 01 olher arnoUIll)
is a ppro'/ed by'
(Owner)
(Dale)
~_=~-=--= -1 Date- ~_--=- -=--==- Approved by
8v:
Funding "gene,! nf apolicable)
fDalp)
fJ("IH' Nn. f'-(,2flllOOZ Edili..II)
_1~l_~pa~.'J:~e E'1J:l~l':.en'_J[1int_ ~""('.:",-,,~_,=,-()5~ln'_,,-~)_~~~rnfl1iHee aT1d e"d",sed b~ the ,'\ssor1ate,1 (;-"-"-".':"[ Contra-,,~s of An'."' iea al~l"e C{lnstl\J[~i~~rHTf1eations-'-'~sti~"~..:...._~_
I'~~e ( nr~
Progress Estimate
Contractor's Application
rmi conlr"el): Applica1jon rJurnber'
Application Period' IApp/teation Dale
B 'Nark Completed E F G
A
0 Tolal Completed 0' Balance In
C 10
Hem
- Specificalioo DeScription Scheduled From Previous This Peri'Jd "Aaterials Presently and Slored 10 oa(e tEl Finish
Value Aoolicalien (C ... OJ Slored (no! in Cor 0) (C + 0 + E) B (B- F)
Section No,
~--- Tolals
I
--
~-------~---
_;-:;;(__';20 _di1in_
-
-
-
-
-
-
_._.-
_.~-<..-
-
.20[_
... '_ __ r__ _ '_
-- ..---- -
-- -
- -----
---
Progress Estinlate
Contractor's Application
-- l\pplica liol1 r~ umber
"'Dr (conlr;Jcl)'
^.pplicatinn Period: l\pplica lien Da Ie'
A B C D E F G
--- Item Bid Unil Bid Estimaled Value rvlal" riats T alai Com pie led % Balance tD
-~-~- Descriplioll OU~l1lily Price Value QuantitY' Preserlllr SIDferl arid Slored to (E) Fillish
8id Hem no.
Installed (root in C) Date (0 + E) B (8 - F)
Tolals
FJU/{' No. C-6Z11 (ZllllZ Erlinon)
X'-"J)~cd b}' the Engineers' Joint Conlract Domme"t~ Cmnrllitl~e and elld,,-~ed b)' t~ Associated Genna! C~nlractors <:>!'~rJ1eri~~~..rld the CO':l5!..'~on Specifications hrstilute,
I'age 13 or J
Stored Material Sumrnary
Contractor's Application
For (('nllt! ;:wt), ,lI.pp lication r.Jull1ber'
Applicatiarl reliad' Application Date'
A B C D E F G
SImp Drawinp Slored Previouslv Slored this Month Incorporaled in Work
Invoire Ha Transmittal Ho Materials Description Dale Amount Amount Date Amounl Materials Remaining
(MonthlY ea r) ($) ($) Subtotal (Man IhIY ea r) ($) in storage ($)
(0+ E - F)
Totals
F..1l 'Ill' No, C-6!O PliO! F.dil;olll
,..IIIIJ!'."~ Ennlnm.' J~~~e~('n"'~'It~~~~~I1""lJkH"';'JI,!.~ '
n
inca'
I'H ~e J 0 r J
. JS.iilu_ __ _ ~ ____
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1.01
2.01
3.01
SECTION 00900
SPECIAL PROVISIONS
GENERAL
A. The work to be performed under this contract involves furnishing all labor,
materials, equipment, supplies and services necessary for the completion of Work
as specified herein by these Contract Documents.
B. All correspondence and official authorization concerning the Work shall be
directed to the City Engineer or his designated representative as identified at the
preconstruction meeting. Any changes in the Work or schedule not authorized by
the above shall be deemed as unauthorized and shall be done at Contractor risk at
no cost to the Owner. All damages, reparations, and costs thus incurred during
the progress of such unauthorized work shall be borne exclusively by the
Contractor.
C. The Contractor shall confine his Work limits and material storage to the fenced
enclosure surrounding the Hilltop Tank unless otherwise allowed within these
Contract Documents. At no time shall the Contractor's Work limits or material
storage encroach upon surrounding privately owned parcels.
A WARD OF CONTRACT
A. The award of the contract, if awarded, will be made within the period specified in
the Invitation to Bid to the lowest responsive, responsible Bidder whose Bid
complies with all requirements prescribed herein. The successful Bidder will be
notified by letter, mailed to the address shown upon the Bid, that his Bid has been
accepted and that he been awarded the Contract.
TIME OF COMMENCEMENT AND COMPLETION DATE
A. The beginning of Contract Time shall commence to run on September 17, 2007,
as specified in a Notice to Proceed to the Contractor, provided the Contractor has
prepared, obtained and submitted to the Engineer and Owner acceptable plans and
schedules outlined in Section 9.01 of these Special Provisions. This section
supersedes the requirements of Section 2.03A of the General Conditions.
B. In the specific instance that the plans and schedules in Section 9.01 of these
Special Provisions have not been accepted by the Engineer and Owner prior to
September 17, 2007, a Notice to Proceed will be issued one working day
following acceptance of the plans and schedules.
Section 00900
SPECIAL PROVISIONS
Page I of5
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
5.01
6.01
7.01
8.01
C. All Work shall be completed as contained herein and the tank returned to normal
operating service by November 16, 2007. Contract Time will automatically
expire unless extended by a Change Order approved by the Owner and Engineer.
4.01
COST 'LIMITATION S
A. The Owner reserves the right to eliminate or reduce certain proposal items from
the project following the Bid Opening to make the project financially feasible
with the limitation of funds allocated for this project. The determination of which
items shall be eliminated will be the responsibility of the Owner.
NAMES, PRODUCTS AND SUBSTITUTIONS
A. Where products or materials are specified by manufacturer, trade name, or brand,
such designations are intended to indicate the required quality, type, utility, and
finish. Requests for proposed substitution shall include complete specifications
and descriptive data to prove the equality of the proposed substitutions.
Substitutions will not be made without the written approval of the Owner. No
substitutions will be considered until after the award of the Contract.
APPROV AL OF EQUIPMENT AND MATERIALS
A. The Contractor shall furnish to the Owner and Engineer for approval the names of
machinery manufacturers, mechanical and other equipment and materials which
he contemplates using in execution of the Work, together with the performance
capacities and such other information which may be pertinent or required by the
Owner.
BIDDER'S QUALIFICATIONS
A. The Contractor shall show evidence that he has the finances, organization, and
equipment to perform the work with a limited number of subcontractors. The
Contractor will be required to have a full-time resident General Superintendent on
the job at all times while the work is in progress. He shall be in a position to
direct the Work and make decisions either directly or through immediate contact
with a superior. Absence or incompetence of the superintendent shall be reason
for the Owner to stop all work on the project.
WARRANTY
A. If, within two-years after acceptance of the Work by the Owner, any of the Work
is found to be defective or not in conformance with the Contract Documents and
upon written notice from the Owner, the Contractor shall correct any Work
beginning within seven (7) calendar days of said written notice. Should the
Contractor fail to respond to the written notice within the designated time, the
Owner may correct the Work at the expense of the Contractor.
Section 00900
SPECIAL PROVISIONS
Page 20f5
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
9.01
SCHEDULING
A. At least three (3) days prior to the Preconstruction Conference, the Contractor
shall provide the Engineer with the following:
1. A practicable Construction Progress Schedule showing the order, timing
and progress in which the Contractor proposes to execute the Work. This
schedule shall be in Bar Graph, CPM, or PERT format. The schedule
shall be updated and re-submitted as necessary to reflect project changes.
2. A written plan for the proper handling, containment and transportation of
lead-containing materials and the protection of public health, employee
hcalth and safety as may be required. At a minimum, the plan shall
describe those engineering controls and practices the Contractor will
employ to minimize and control employee and public exposure to lead and
protect employees from fall hazards and falling objects whenever an
affected employee is 6' or more above a lower level. The plan shall also
address those OSHA requirements (29 CFR 1926.62) specifically intended
to protect employees from exposure to lead above prescribed action levels.
The Contractor shall also prepare a written plan for the proper handling,
management and disposal of lead-contaminated waste materials regulated
as hazardous wastes. Such requirements are found at ARM Title 17 and
arc administered by the Montana Department of Environmental Quality
(MDEQ). (ARM web address: http://deQ.mt.gov/dir/legal/title17.asp).
3. A Payment Schedule showing the anticipated amount of each monthly
payment that will become due to the Contractor in accordance with the
Construction Progress Schedule.
B. The Engineer will notify the Contractor of any deficiencies, modifications and
recommendations needed in the plans and schedules prior to the Pre-Construction
Conference. Any changes in the plans and schedules mutually agreed to prior to,
or during the Pre-Construction Conference shall he incorporated by the Contractor
into revised plans and schedules and then resuhmitted for acceptance hy the
Engineer and Owner.
C. The Contractor shall limit working hours to 7:00 A.M. to 7:00 P.M., Monday
through Friday. No work shall be accomplished outside of these hours unless
specifically approved by the Engineer.
Section 00900
SPECIAL PROVISIONS
Page 3 of5
ct...,..""
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
10.01 PRECONSTRUCTION CONFERENCE
A. After the Contract has been awarded, but before the start of construction, a
conference will be held for the purpose of discussing requirements on such
matters as project supervision, on-site inspections, progress schedules and reports,
payrolls, payment to contractors, contract change orders, insurance, safety and
any other items pertinent to the Project. The Contractor shaH arrange to have all
supervisory personnel and a representative from each of the affected utility
companies connected with the project on hand to meet with representatives of the
Owner to discuss thc project and any anticipated problems.
B. The Pre-Construction Conference will be held on September 12, 2007 at 2:00
P.M. in the upstairs conference room of the City of Bozeman Professional
Building located at 20 E. Olive St., Bozeman, Montana.
11.01 SHOP AND FABRICATION DRAWINGS
A. The Contractor shall prepare and submit fabrication drawings, material testing
compliance data, and other data, in accordance with the General Conditions.
Following review, the Contractor shall resubmit copies of any drawing which
require revision or correction.
B. Any review by the Owner will not relieve the Contractor from responsibility for
errors or omissions, inadequate design performance requirements, schedule
requirements and proper operation of any item required under the Contract.
Notwithstanding any such review, Contractor shall remain solely responsible for
full and complete performance in accordance with the terms, conditions,
provisions, drawings and specifications set forth in the Contract Documents.
12.01 NEIGHBORHOOD NOTIFICATIONS
A. The Contractor will be responsible for creating and distributing an informational
brochure or pamphlet notifying surrounding residences within 1;4 mile of the
project site of the impending construction activity. The pamphlet shall include
contact information of the General Superintendent and inform the residences of
the times and ways in which they may expect to experience neighborhood
disturbances associated with the construction.
B. The informational material shall be distributed no earlier than one week prior to
the date of the Notice to Proceed and no later than 48 hours before beginning the
Work
C. The informational material shall be approved by the Owner and Engineer prior to
distribution.
Section 00900
SPECIAl, PROVISIONS
Page 4 of 5
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
13.01 UNDERGROUND UTILITIES
A. The Contractor shall be responsible for checking with the Owners of underground
utilities such as the City, County, power and utility companies, etc., as to the
location of 'respective underground installations in the project area. The
Contractor shall be solely responsible for any damage done to these installations
due to failure to locate them or to properly protect them when their location is
known.
B. It shall be the responsibility of the Contractor to fully coordinate his Work with
the agencies and to keep them informed of his construction activities so that these
installations are fully protected at all times.
C. A Montana One-Call System has been established to facilitate requests for
underground facility location information. The Contractor is responsible for
contracting the One-Call system at 1-800-424-5555, prior to any excavation.
14.01 ACCESS TO RECORDS
A. The Contractor shall allow access to any books, documents, papers and records
which are directly pertinent to this Contract by the Owner, State or Federal
agencies, or any of their duly authorized representatives for the purpose of
making an audit, examination, excerpts or transcriptions.
15.01 INSURANCE
A. Insurance coverages required under this Contract shall extend, at a minimum, to
the end of the Contract Time, and shall be extended with the Contract Time if
authorized by Change Order.
** END OF SECTION 00900 **
Section 00900
SPECIAL PROVISIONS
Page 5 of 5
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
SECTION 01010
SUMMARY OF WORK
PART 1
GENERAL
1.01 DESCRIPTION
A. This section outlines the general scope of work to be completed under these
Contract Documents.
1.02 SECTION INCLUDES
A. Work Covered by Contract
B. Disposal of Blasting Material
C. OSHA Regulations
D. Hazardous Materials
E. Work Plan
F. Field Office Facilities
1.03 WORK COVERED BY CONTRACT
A. The work specified herein consists of improvements to be made to the City of
Bozeman's 2,000,000 gallon "Hilltop" steel water storage tank. The tank is
located at the end of Kenyon Drive in the City of Bozeman as shown on the
vicinity map provided at the end of this section. The tank is constructed at ground
level and measures approximately 93' in diameter and 41' in height. Shop
drawings are available at Contractor request.
Work specified by these Contract Documents shall be substantially complete on
or before November 17,2007.
1. Surfaces to be recoated include:
a. The entire interior surface of the tank including but not necessarily
limited to all structural members, the interior of the roof and the
floor.
b. The entire exterior of the tank including but not necessarily limited
to ladders and wireless antenna equipment shrouding.
DIVISION 1 ~ GENERAL REQUIREMENTS
Section 01010
SUMMARY OF WORK
Page 1 of7
I
I 2. Work to be completed on the exterior of the tank includes, but is not
necessarily limited to:
I a. Abrasive blasting the exterior of the tank and all previously
removed equipment shrouding panels to a Commercial Blast Finish
I as per specification SSPC-SP 6.
b. Containing the exterior abrasive blasting operation to prevent the
I airborne migration of fugitive dust and contaminants.
c. Obtaining a minimum of 4 representative samples of the blasted
I exterior paint and abrasive media for testing for the presence of
lead using a metals TCLP extractable test.
I d. Repairing all exterior pits and welds, projectile holes or other
exterior surface area damage resulting from the welding of antenna
I equipment shrouding and/or projectile impacts.
e. Replacing the existing tank vent with an Omega Vent Security
I Shroud and securing tank manways with Hatchlok Security
Devices or approved equals.
I f. Removing all flash rust that may result from blasting or repairs to a
Commercial Blast Finish prior to application of primer.
I g. Disposing the removed exterior coating and spent abrasive blasting
media in accordance with all applicable local, state or federal
regulations.
I h. Coating the exterior tank surface and equipment shrouding panels
with a complete coating system as specified in SECTION 09900 of
I these Contract Documents.
l. Coordinating the replacement of wireless antenna equipment and
I shrouding and City of Bozeman emergency broadcast antennas
with respective equipment owners.
I 3. Work to be completed on the interior of the tank includes, but is not
limited to:
I a. Abrasive blasting the interior ofthe tank to a Near-White Blast
Finish as per SSPC-SP 10.
I b. Containing the interior abrasive blasting operation to prevent the
airborne migration of fugitive dust and contaminants.
I DIVISION 1 - GENERAL REQUIREMENTS
Section 01010
SUMMARY OF WORK
I Page 2 0[7
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
c. Obtaining a minimum of 4 representative samples of the blasted
interior paint and abrasive media and testing for the presence of
lead using a metals TCLP extractable test.
d. Repairing all interior pits and welds, projectile holes or other
interior surface area damage resulting from the welding of antenna
equipment mounting brackets and shrouding and/or projectile
impacts.
e. Removing all flash rust that may result from blasting or repairs to a
Near- White finish prior to application of primer.
f. Disposing the removed interior coating and spent abrasive blasting
media in accordance with all applicable local, state or federal
regulations.
g. Coating the interior tank surface with a complete coating system as
specified in SECTION 09900 of these Contract Documents.
h. Replacing the cathodic protection system as per specifications
contained in SECTION 13010 of these Contract Documents.
4.
The Hilltop Tank will be drained in coordination with City of Bozeman
personnel and in accordance with the drainage plan located in Appendix A
of these Contract Documents.
a. Construct a temporary drainage line from a 2" drainage tap located
in the tank drainage vault on the 6" DIP tank drain for land
application of drain water.
b. Contractor shall take care to prevent concentrated drain water from
scouring and discharging onto adjacent privately held land.
5.
The Contractor shall provide all labor, materials, equipment, supplies and
appurtenances necessary to complete the work.
6.
The Contractor will be responsible for all claims, public or private,
resulting from this project.
7.
Lead hazardous waste removal and disposal, if required, on all of the work
will be paid for under the unit price bid for hazardous lead removal and
disposal.
8.
Provide a Lead Handling Safety Plan in accordance with Section 0 I 010
Paragraph 1.05 of these Contract Documents.
DIVISION I - GENERAL REQUIREMENTS
Section 01010
SUMMARY OF WORK
Page 3 of7
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1.04
1.05
1.06
DISPOSAL OF BLASTING MATERIAL
A. If the average results of the 4 exterior lead TCLP samples or the 4 interior TCLP
samples indicate the presence of soluble lead at a concentration that classifies the
removed paint and abrasive material as "hazardous waste", the Contractor will be
required to dispose of the hazardous lead material in a state or federally approved
disposal site and follow all applicable rules and regulations regarding the
transport and disposal of the hazardous waste including obtaining any necessary
permits from applicable agencies. The contractor will be responsible for all costs
associated with the collection, transportation and disposal of the hazardous
materials. A bid item for the disposal of hazardous lead materials removed from
either the interior or exterior of the Hilltop Tank has been included in the Bid
Form. This item will only be paid if it becomes necessary to treat and dispose of
the blasting material as a hazardous waste.
B. If the results ofthe lead TCLP samples do not indicate the presence of soluble
lead at a concentration that classifies the removed paint and abrasive material as
hazardous waste, the Contractor may dispose the material at the Bozeman
Municipal Landfill at 2143 Story Mill Road.
1. The Contractor shall furnish copies of the lead TCLP results to the
Landfill Superintendent prior to dumping.
OSHA REGULATIONS
A. The Contractor will be responsible to comply with all applicable Occupational
Safety and Health Administration Construction Standards.
B. Any conflicting information between OSHA documentation and these Contract
Documents shall be revised so the OSHA documents supersede and take
precedence over all other conflicting information. The Contractor shall be
required to obtain copies of the OSHA document(s) and to complete review ofthe
same to avoid misrepresentation of OSHA regulations.
HAZARDOUS MATERIALS
A. The Contractor is advised that employees may be exposed to elemental lead (Pb)
in lead-based paint and fugitive dust while working on the Hilltop Tank.
Employee and public exposure to lead and the management and disposal of lead-
containing waste materials are subject to a variety of federal, state and/or local
regulations. It is the responsibility of the Contractor to ensure these regulations
and other applicable requirements are understood and complied with during the
completion of this project.
Those regulations of most concern with respect to this project include, but are not
necessarily limited to, those OSHA standards found in 29 CFR Part 1926,
DIVISION I - GENERAL REQUIREMENTS
Section 01010
SUMMARY OF WORK
Page 4 of7
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Subparts D and E (lead exposure and employee protection), 29 CFR 1926 Subpart
M (fall protection) and State of Montana hazardous waste regulations in ARM
Title 17, Chapter 53.
Due to the location of the of the Hilltop Tank and the likelihood of wind and rain,
the Contractor will be required to ensure complete encapsulation and/or
containment of the tank during blasting operations. The Contractor shall take
special care to prevent blasting dust from escaping the encapsulated and/or
contained area. Care shall also be taken to prevent dust from escaping vents or
manways while blasting the interior of the tank. Fugitive dust shall at no time be
allowed to migrate from the containment area. The Contractor will be responsible
for all claims of lead contamination resulting from this project, no matter whether
the claim is public or private.
B.
Visible air contaminant rules outlined in ARM Title 17, Chapter 8 shall be
adhered to. In no circumstance shall the ambient air quality standard for lead as
presented in ARM Title 17, Chapter 8, Subchapter 2, Section 22 be violated by
the Contractor during work on the Hilltop Tank.
c.
The Contractor shall prepare a written plan for the proper handling, containment
and transportation of lead-containing materials and the protection of employee
health and safety as may be required. At a minimum, the plan shall describe those
engineering controls and practices the Contractor will employ to minimize and
control employee and public exposure to lead and protect employees from fall
hazards and falling objects whenever an affected employee is 6' or more above a
lower level. The plan shall also address those OSHA requirements (29 CFR
1926.62) specifically intended to protect employees from exposure to lead above
prescribed action levels. This plan shall be provided to the Engineer at least 3
days prior to the Pre-Construction Conference.
The Contractor shall also prepare a written plan for the proper handling,
management and disposal of lead-contaminated waste materials regulated as
hazardous wastes. Such requirements are found at ARM Title 17 and are
administered by the Montana Department of Environmental Quality (MDEQ).
(ARM web address: http://deQ.mt.gov/dir/legalltitleI7.asp).
The Contractor shall insure that properly trained personnel are available on the
project site during the term of the project. These trained personnel shall include
at least one person with the authority necessary to implement the specifics of the
plan to insure adequate protection of the environment and employee health and
safety.
The plan shall be submitted to the Engineer and Owner for review at least 3 days
prior to the pre-construction conference. A written plan is required; a simple
listing of the federal, state and/or local regulations that may apply will not
DIVISION I - GENERAL REQUIREMENTS
Section 01010
SUMMARY OF WORK
Pagc 5 of7
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
constitute a plan. Work shall not begin on any portion of this project until a
complete plan is on file with the Owner.
D. The Contractor shall prevent employee exposure to potentially harmful levels of
atmospheric contaminants and assure acceptable atmospheric conditions by
complying with the requirements of29 CFR, Part 1926, Subpart P. Monitoring
equipment shall be supplied as a requirement of this project.
E. The Contractor shall provide a practicable Construction Progress Schedule
showing the order, timing, and progress in which the Contractor proposes to
execute the work. The schedule shall be in Bar Graph, CPM, or PERT format and
will be provided to the Engineer and Owner at least 3 days prior to the pre-
construction conference. The schedule shall be updated and resubmitted as
necessary to reflect project changes or deviations from the proposed schedule.
1.07 FIELD OFFICE FACILITIES
A.
The City of Bozeman will allow for field office facilities and material storage to
occur on the same area of land occupied by the Hilltop Tank. The area must be
kept clean and free of garbage and debris at all times. Any areas damaged due to
the Contractor's operations will be repaired and reseeded and thus brought back to
the original condition of the land by the Contractor.
PART 2
PRODUCTS - NOT USED
PART 3
EXECUTION - NOT USED
DIVISION 1 - GENERAL REQUIREMENTS
Section 01010
SUMMARY OF WORK
Page 6 of7
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
** END OF SECTION 01010 **
DIVISION 1 - GENERAL REQUIREMENTS
Section 01010
SUMMARY OF WORK
Page 7 of7
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
SECTION 01041
PROJECT COORDINATION
PART 1
GENERAL
1.01 DESCRIPTION
A. This section specifies the requirements for coordinating and sequencing the work
under the Contract Documents and requirements regarding existing site
conditions.
1.02 COORDINATION WITH PUBLIC AND PRIVATE AGENCIES
A. The Contractor will coordinate draining and disinfection of the Hilltop Tank with
the Engineer and Water Treatment Plant Superintendent. Contact as follows:
Rick Moroney
Ph: 406-586-7158
B. Contact the Montana one-call system for utility locations prior to starting any
excavation if necessary. Ph: 1-800-424-5555.
C. Extractable lead TCLP sample results shall be provided to the Solid Waste
Superintendent prior to dumping of lead-containing paint compounds and blast
media in the City of Bozeman municipal landfill. Contact as follows:
Steve Johnson
Ph: 406-586-3258
2143 Story Mill Road
1.03 EXISTING SITE CONDITIONS
A.
Any damage that occurs to landscaping, fencing, asphalt, and damage to all other
existing site conditions and structures as a result of the Contractor's operation will
be repaired, replaced and/or rectified at the Contractor's expense to a condition
matching that prior to construction.
B.
The Contractor will be responsible for all claims relating to property damage
resulting from this project, no matter whether the claim is public or private.
PART 2
PRODUCTS - NOT USED
PART 3
EXECUTION - NOT USED
** END OF SECTION 01041 **
DiVISION J - GENERAL REQUJREMENTS
Section 01041
PROJECT COORDINATION
Page J of I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
SECTION 01090
REFERENCES
PART 1
GENERAL
1.01 COORDINATION OF CONTRACT DOCUMENTS
1.02 DEFINITIONS
A. These specifications use "Article 1 - Definitions" of the Standard General
Conditions of the Construction Contract, Form No. C-700 prepared and issued by
the Engineer's Joint Contract Documents Committee (EJCDC), for the definition
of terms herein. Changes to definitions are to be either substitution for the article
or in Supplementary Conditions.
1.03 REFERENCES
A. This section lists some of the construction industry organizations, professional
and technical associations, societies and institutes, and government agencies
issuing, promoting, or enforcing standards in the Contract Documents along with
the abbreviations commonly used for those references. Also included are general
requirements for using industry standards specified, and for applying quality
control standards.
1.04 USE OF REFERENCE STANDARDS
A. Work specified by reference to a published standard or specification of a
government agency, technical association, trade association, professional society
or institute, testing agency, or other organization must meet or exceed the
minimum quality standards for the material and workmanship in the designated
standard or specification.
B. Where specified, assure products or workmanship meet the prescriptive or
performance requirements in the Contract Documents when it is a more stringent
standard than the referenced standard. Contract should reference only one
specification to prevent argument as to which specification is most stringent.
C. Where the specific issue date of the standard is not identified in the standard, the
edition and all published amendments available on the date of the Invitation to
Bid applies.
D. If two or more standards are specified, provide the product and workmanship
meeting or exceeding the requirements of the most stringent standard.
DIVISION 1 - GENERAL REQUIREMENTS
Section 01090
REFERENCES
Page I of 4
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1.05
E. If a conflict exists between standards, meet the more stringent standard.
F. Where both a standard and a brand name are specified, assure the proprietary
product names meet or exceed the specified reference standard. The listing of a
trade name in a Contract Document does not warrant that the product meets the
referenced standard.
G. Copies of Standards
1. Copies of applicable referenced standards are not bound in these Contract
Documents.
2. Where the contractor needs copies of standards for work superintendence
and quality control, obtain a copy or copies directly from the publication
sources and maintain copies at the job site, making them available to
Contractor personnel, subcontractors, Owner, and Engineer.
ABBREVIA nONS
A. Abbreviations for Trade Organizations and Government Agencies: Following is a
list of construction industry organizations and government agencies commonly
referenced in Contract Documents, with abbreviations used.
AA
AAMA
AASHTO
Acr
AFBMA
AGA
AGMA
AISC
AISI
AlTC
ALS
AMCA
ANSI
APA
API
AREA
ARI
ASAE
ASCE
ASHRAE
Aluminum Association
Architectural Aluminum Manufacturers' Association
American Association of State Highway and Transportation
Officials
American Concrete Institute
Anti-Friction Bearing Manufacturers' Association
American Gas Association
American Gear Manufacturers' Association
American Institute of Steel Construction
American Iron and Steel Institute
American Institute of Steel Construction
American Lumber Standards
Air Moving and Conditioning Association
American National Standards Institute
American Plywood Association
American Petroleum Institute
American Railway Engineering Association
Air Conditioning and Refrigeration Institute
American Society of Agricultural Engineers
American Society of Civil Engineers
American Society of Heating, Refrigerating and Air Conditioning
Engineers
DIVISION I - GENERAL REQUIREMENTS
Section 01090
REFERENCES
Page 2 of4
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
ASME
ASSE
ASTM
AWL
AWPA
AWPB
AWPI
AWS
AWWA
BHMA
CBMA
CDA
CGA
CISPl
CMAA
eRSI
FGMA
FM
Fed Spec
1"S
GA
HI
HMI
ICBO
ICEA
IEEE
IES
ISA
JIC
MIA
Mil Sp.
MS
MMA
NAAMM
NBHA
NEC
NEMA
NESC
NFPA
NHLA
NLMA
NTMA
NWMA
OECI
OSHA
American Society of Mechanical Engineers
American Society of Sanitary Engineers
American Society for Testing and Materials
Architectural Woodwork Institute
American Wood Preservers' Association
American Wood Preservers' Bureau
American Wood Preservers' Institute
American Welding Society
American Water Works Association
Builders Hardware Manufacturers' Association
Certified Ballast Manufacturers' Association
Copper Development Association
Compressed Gas Association
Cast Iron Soil Pipe Institute
Crane Manufacturers' Association of America
Concrete Reinforcing Steel Institute
Flat Glass Marketing Association
Factory Mutual
Federal Specifications
Federal Specifications
Gypsum Association
Hydraulic Institute
Hoist Manufactures' Institute
International Conference of Building Officials
Insulated Cable Engineers' Association
Institute of Electrical and Electronics Engineers, Inc.
Illuminating Engineering Society of North America
Instrument Society of America
J oint Industry Conferences of Hydraulic Manufacturers
Marble Institute of America
Military Specification
Military Specification
Monorail Manufacturers' Association
National Association of Architectural Metal Manufacturerss
National Builders' Hardware Association
National Electrical Code
National Electrical Manufacturers' Association
National Electrical Safety Code
National Fire Protection Association
National Hardwood Lumber Association
National Lumber Manufacturers' Association
National Terrazzo and Mosaic Association
National Woodwork Manufacturers' Association
Overhead Electrical Crane Institute
Occupational Safety and Health Act (both Federal and State)
DIVISION 1 - GENERAL REQUIREMENTS
Section 01 090
REFERENCES
Page 3 of 4
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
PART 2
PART 3
PEL
PS
RLM
RMA
SAE
SDr
SDr
SIGMA
SJI
SMACNA
SSPC
SWI
TEMA
TCA
UBC
UFC
UL
WCLIB
WWPA
Porcelain Enamel Institute
Product Standards Section - U.S. Department of Commerce
RLM Standards Institute, Inc.
Rubber Manufacturers' Association
Society of Automotive Engineers
Steel Deck Institute
Steel Door Institute
Sealed Insulating Glass Manufacturing Association
Steel Joist Institute
Sheet Metal and Air Conditioning Contractors National
Association
Steel Structures Painting Council
Steel Window Institute
Tubular Exchanger Manufacturers' Association
Tile Council of America
Uniform Building Code
Uniform Fire Code
Underwriters' Laboratories, Inc.
West Coast Lumber Inspection Bureau
Western Wood Products Association
PRODUCTS - NOT USED
EXECUTION - NOT USED
** END OF SECTION 01090**
DIVISION I - GENERAL REQUIREMENTS
Section 01090
REFERENCES
Page 4 of 4
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
SECTION 01300
SUBMITTALS
PART 1
GENERAL
1.01 CONSTRUCTION SCHEDULES
A. Submit to the Engineer a progress schedule under Section 2.05,2.07, and 6.04 of
the General Conditions.
B. Submit to the Engineer adjusted progress schedules under Section 6.04 of the
General Conditions.
C. Submit to the Engineer, value schedules under Sections 2.05, 2.07, and 14.01 of
the General Conditions.
1.02 SHOP DRA WINGS, PRODUCT DATE, AND SAMPLES
A. Submit shop drawings to the Engineer under Sections 2.05, and 5.17 of the
General Conditions. Submit all shop drawings for the Contractor,
subcontractor(s) and suppliers(s).
B. Review all shop drawings prior to submittal in accordance with Section 6.17 of
the General Conditions.
C. Submit in writing any substitutions to previously approved items for review by
the Engineer.
D. Within 15 days after Notice to Proceed, submit a complete list of products
proposed for use, providing manufacture's name, trade name, and model or
catalog numbers, and manufacturer data. Submit the number of copies needed by
the Contractor, plus three copies for Engineer use.
E. Where specified, submit samples to illustrate functional and aesthetic
characteristics of the Product, with integral parts and attachment devices. Where
specified, submit samples of finishes including colors, textures, and patterns.
F. Any review by the Owner and Engineer will not relieve the Contractor from
responsibility for errors or omissions, inadequate design perfoffilance
requirements, schedule requirements, and proper operation of any item required
under these Contract Documents. Notwithstanding any such review, Contractor
shall remain solely responsible for full and complete performance in accordance
with the terms, conditions, provisions, drawings and specifications set forth in
these Contract Documents.
DIVISION I - GENERAL REQUIREMENTS
Section 01300
SUBMITTALS
Page 1 of2
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
PART 2
PART 3
PRODUCTS - NOT USED
EXECUTION - NOT USED
** END OF SECTION 01300**
DIVISION 1 ~ GENERAL REQUIREMENTS
Section 01300
SUBMITTALS
Page 2 of2
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
SECTION 01700
CONTRACT CLOSEOUT
PART 1
GENERAL
1.01 CLEANUP
A. Before final inspection (as outlined in Section 14.06 of the General Conditions)
execute the following.
1. Where applicable, clean interior and exterior glass and surfaces exposed to
view. Remove temporary labels.
2. Where applicable, clean equipment and fixtures to a sanitary condition.
3. Where applicable, clean debris from roof, gutters, and downspouts.
4. Remove debris, waste, surplus materials, and rubbish from right-of-way,
casements (construction and/or permanent) and private property.
5. Where applicable, remove debris, dirt, and silt from storm drain basins,
sanitary sewer and storm drain manholes, and water valve boxes.
6. Rake landscaped surfaces clean of debris.
7. Where applicable, remove temporary coverings from traffic control
devices.
8. Clean traffic control devices and signs.
9. Where applicable, remove temporary traffic striping.
10. Sweep dirt and debris from all paved areas affected by the work.
1.02 RECORD DOClJMENTS
A. Submit record documents as outlined in the General Conditions. Final payment
will not be processed until the documents are submitted to and approved by the
Engineer.
DIVISION J - GENERAL REQUIREMENTS
Section or 700
CONTRACT CLOSEOUT
Page 1 0[2
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1.03 OPERATION AND MAINTENANCE DATA
A. Where applicable, submit two sets, before final inspection, bound in three ring
binders. Prepare a table of contents for each volume with each product or system
identified.
B. Where applicable, prepare the following:
1. Directory, listing names, addresses and telephone numbers of Contractor,
Subcontractor, and Equipment Supplies.
2. Operations and maintenance instructions, arranged by system. For each
category, identify the applicable Contractor(s) or Subcontractor(s) and
Suppliers. Identify the following:
a. Significant design criteria
b. List of equipment
c. Parts list for each component
d. Operating instructions
e. Maintenance instructions.
1.04 WARRANTIES AND BONDS
A.
Submit with final payment request all warranty certificates, lien releases, and
consent of security forms.
PART 2
PRODUCTS - NOT USED
PART 3
EXECUTION - NOT USED
** END OF SECTION 01700**
DIVISION 1 - GENERAL REQUIREMENTS
Section 01700
CONTRACT CLOSEOUT
Page 2 of2
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
SECTION 09970
WATER TANK COATING SYSTEMS
PART 1
GENERAL
1.01 SUMMARY
A. Work under this section consists of surface preparation, priming and painting
necessary to complete the work.
B. Use coating systems specified in this section to finish all water tank components,
unless otherwise indicated. Without restricting volume or generality, work to be
performed under this section may include, but is not necessarily limited to:
1. Exterior Steel
2. Interior Steel
1.02 REFERENCES
A. Publications listed herein are made part ofthis specification to the extent
referenced.
1. American Society for Testing and Materials:
a. ASTM D16: Terminology Relating to Paint, Varnish, lacquer, and
Related Products.
b. ASTM D3359: Test Method for Measuring Adhesion by Tape Test
c. ASTM D4541: Test Method for Pull-Off Strength of Coatings
Using Portable Adhesion Testers.
d. ASTM DI00S: Test for determining dry film thickness
e. ASTM D4417: Test for determining surface profile
2. Steel Structure Painting Council
a. SSPC-SP 1: Specification for Solvent Cleaning
b. SSPC-SP 2: Specification for Hand Tool Cleaning
c. SSPC-SP 3: Specification for Power Tool Cleaning
d. SSPC-SP 5: Specification for White Metal Blast Cleaning
e. SSPC-SP 6: Specification for Commercial Blast Cleaning
f. SSPC-SP 7: Specification for Brush-Off Blast Cleaning
g. SSPC-SP 10: Specification for Near-White Metal Blast Cleaning
h. SSPC-SP 11: Specification for Power Tool Cleaning to Bare
Metal
DIVISION 9 - FINISHES
Section 09970
WATER TANK COATING SYSTEMS
Page 1 of 17
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1.03
1.04
1. SSPC-P AI: Painting Application Specification
J. SSPC-PA 2: Measurement of Dry Paint Thickness with Magnetic
Gages
k. SSPC-SPI2: Water Jetting
DEFINITIONS
A. Terms used in this section defined as follows:
ANSI
AWWA
Coverage
FRP
HCI
MDFT
MDFTPC
Mil
MIL- P
NACE
NIST
NSF
OSHA
PSDS
SFPG
SP
SSPC
SUBMITTALS
American National Standards Institute
American Water Works Association
Total Minimum dry film thickness in mils or SFPG
Fiberglass Reinforced Plastic
Hydrochloric Acid
Minimum Dry Film Thickness
Minimum Dry Film Thickness Per Coat
1/1 000 of an inch
Military Specification - Paint
National Association of Corrosion Engineers
National Institute of Standards and Technology
National Sanitation Foundation
Occupational Safety and Health Act
Paint System Data Sheet
Square Feet Per Gallon
Surface Preparation
Steel Structures Painting Council
A Submit product data under provisions of Section 01300 - Submittals.
B. Submit product data on the following:
1. Submit manufacturer's literature describing products to be provided giving
each manufacturer's name, product name and product line number for
each material.
2. Submit technical data sheets for each coating, giving descriptive data,
curing times, mixing, thinning, and application requirements.
3. Submit color charts showing manufacturer's full range of colors.
C. Submit a lead handling and safety plan as per Section 01010 - Summary of Work.
Submit in accordance with Section 01300 - Submittals.
DIVISION 9 - FINISHES
Section 09970
WATER TANK COATING SYSTEMS
Page 2 of I7
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1.05
D. Quality Assurance Submittals:
1. . Certificates:
a. Provide manufacturer's certification that products to be used
comply with specified requirements and are suitable for intended
application.
b. Submit listing of not less than 5 of applicator's most recent
applications representing similar scope and complexity to project
requirements outlined in these Contract Documents. List shall
include information as follows:
1. Project name and address
11. Name of owner
lll. Name of contractor
IV. Name of engineer
v. Date of completion
2. Manufacturer's Instructions:
a. Submit manufacturer's installation procedures, ifnot on product
data sheets, which shall be basis for accepting or rejecting
installation procedures.
QUALITY ASSURANCE
A. Qualifications:
1. Provide products from a company specializing in manufacture of coatings
with a minimum of 10 years experience.
2. Applicator shall be trained in application techniques and procedures of
coating materials and shall demonstrate a minimum of 5 years successful
experience in such application.
a. Maintain throughout the duration of application a crew of painters
who are fully qualified.
3. Single Source Responsibility:
a. Materials shall be products of a single manufacturer
b. Provide secondary materials which are produced or are specifically
recommended by coating system manufacturer to ensure
compatibility of the system.
DIVISION 9 - FINISHES
Section 09970
WATER TANK COATING SYSTEMS
Page 3 of 17
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1.06
B. Pre-Installation Meeting:
1. Schedule a meeting to be held on-site before field application of coating
system begins.
2. Meeting shall be attended by Contractor, Owner's representative,
Engineer, and Coating Applicators.
3. Topics to be discussed at meeting shall include:
a. A review of Contract Documents shall be made and deviations or
differences shall be resolved.
b. Review items such as environmental conditions, surface
conditions, surface preparation, application procedures, and
protection following application.
c. Establish which areas on-site will be available for use as storage
areas and working area.
4. Prepare and submit to parties in attendance a written report of pre-
installation meeting. Report shall be submitted within 3 days following
meeting.
DELIVERY AND STORAGE
A. Packing and Shipping:
1. Deliver products in manufacturer's original unopened containers. Each
container shall have manufacturer's label, intact and legible.
2. Include on label for each container:
a. Manufacturer's name
b. Type of paint
c. Manufacturer's stock number
d. Color name and number
e. Instructions for thinning, where applicable
B. Storage and Protection:
1. Store materials in a designated protected area per manufacturer's printed
data sheet instructions.
DIVISION 9 - FINISHES
Section 09970
WATER TANK COATING SYSTEMS
Page 4 of 17
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1.07 PROJECT CONDITIONS
A. Environmental Requirements:
1. Apply coating materials per manufacturer's printed data sheet instructions:
a. Refer to specific product data sheets for minimum surface
temperature requirements. Surface temperatures shall be at least 5
degrees F above dew point and in a rising mode.
b. Provide for proper ventilation using explosion proof equipment.
Allow to run 72 hours after interior coating application.
c. Adequate illumination shall be provided using explosion proof
lights and equipment.
d. Atmosphere shall be free of airborne dust and insect swarms.
PART 2
PRODUCTS
2.01 ACCEPTABLE MANUFACTURERS
A. This specification lists those products manufactured by Tnemec Company, Inc. of
Kansas City, Missouri. Materials specified herein are cited as the standard of
quality that will be acceptable.
B. Materials specified herein shall not preclude consideration of equivalent
materials. Equivalent materials shall be submitted to Engineer for consideration
and shall be made at least 10 days prior to date of bids.
1. Requests for substitution shall include evidence of satisfactory past
performance on water tanks.
2. Substitutions will not be considered that change number of coats or do not
meet specified total dry film thickness.
3. Contractor shall state in the bid the amount of deduct to use equivalent
materials to those specified.
4. Paints for interior wet applications must be listed by NSF International as
certified for potable water contact in accordance with ANSI/NSF Standard
61, Section 5, Protective (Barrier) Materials.
DIVISION 9 - FINISHES
Section 09970
WATER TANK COATING SYSTEMS
Page 5 of 17
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
2.02
EXTERIOR COATING SYSTEM (EpoxylPolyurethane)
A. The following surface preparation and coating specificatiQn applies to the exterior
steel surface of the Hilltop Tank.
B. Surface Preparation:
1. Remove all visible oil, dirt and other soluble contaminants in accordance
with SSPC-SP 1.
2. All exterior tank surfaces shall be abrasive blast cleaned to a Commercial
Blast Finish, removing all existing paint, rust, dirt, mill scale and foreign
matter in accordance with SSPC-SP 6. A surface profile of 1.5 to 3.0 mils
is required.
C. Prime Coat:
1. Immediately after blasting and before any rusting occurs, apply one coat
of Tnemec Series 20-1255 Beige Pota-Pox primer to all bare surfaces.
This coating shall be applied at a dry film thickness of 2.0 to 3.0 mils.
D. Intermediate Coat:
1. Apply one complete coat of Tnemec Series 20-Color Pota Pox at a dry
film thickness of2.0 to 3.0 mils. To achieve complete finish coat
coverage, the intermediate coat color should be noticeably different than
the specified finish coat. When feasible the field intermediate coat should
be in the same finish coat color family (blue beige, gray, etc.) with a
difference in light reflectance value of about 10%.
E. Finish Coat:
1. Apply one complete coat of Tnemec Series 1 075-Color Endura-Shield at a
dry film thickness of 2.0 to 3.0 mils. Color shall be selected by the
Engineer/Owner. Certain finish coat colors may require two-coats
depending upon the method of application and color of the intermediate
coat.
F. Minimum dry film thickness for the complete exterior tank steel coating system
shall be 6.0 to 9.0 mils.
DIVISION 9 - FINISHES
Section 09970
WATER TANK COATING SYSTEMS
Page 6 of 17
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
2.04
2.05
2.06
INTERIOR COATING SYSTEM (ZinclEpoxy)
A. Surface Preparation:
1. Remove all visible oil, grease, dirt, and other soluble contaminants in
accordance with SSPC-SP 1.
2. All interior surfaces, including structural supports and roof, shall be
abrasive blast cleaned to a Near-White Finish, removing all existing paint,
rust, dirt, mill scale and foreign matter in accordance with SSPC-SP 10
(NACE No.2). A surface blast profile of 1.5 to 2.5 mils is required.
B. Prime Coat:
1. Immediately after blasting and before any rusting occurs, apply one coat
of Tnemec Series 91-H20 Hydro-Zinc 2000 primer to all bare surfaces.
This coating shall be applied to a dry film thickness of2.5 to 3.5 mils.
C. Intermediate Coat:
1. Apply one complete coat of Tnemec Series 20-1255 Beige Pota-Pox
primer at a dry film thickness of2.5 to 3.5 mils.
D. Finish Coat
1. Apply one complete coat of Tnemec Series 20-WH02 Tank White Pota-
Pox at a dry film thickness of 4.0 to 6.0 mils.
E. Minimum dry film thickness for the completed interior coating system shall be
9.0 to 13.0 mils.
PAINTING ACCESSORIES
A. Provide painting application accessories as indicated in coating manufacturer's
application instructions, including but not limited to, cleaning agents, etching
agents, cleaning cloths, sanding materials, and clean-up materials.
B. Materials not specifically identified, but needed for proper application, shall be of
a quality not less than specified products.
MIXING INSTRUCTIONS
A. Specific product mixing and thinning instructions are to be found in the
manufacturer's printed data sheets.
DIVISION 9 - FINISHES
Section 09970
WATER TANK COATING SYSTEMS
Pagc 7 of 17
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
PART 3
EXECUTION
3.01 EXAMINATION
A. Site Verification of Conditions
1. Examine areas and conditions under which application of coating systems
shall be performed for conditions that will adversely affect execution,
permanence, or quality of coating system application.
2. Correct conditions detrimental to timely and proper execution of Work.
3. Do not proceed until unsatisfactory conditions have been corrected.
4. Commencement of installation constitutes acceptance of conditions and
responsibility for satisfactory performance.
3.02 PREPARATION
A. Protection
1. Take precautionary measures to prevent fire hazards and spontaneous
combustion. Remove empty containers from site at completion of each
days work.
2. Provide drop cloths, shields, and other protective equipment.
3. Protect elements surrounding work from damage or disfiguration.
4. As work proceeds, promptly remove spilled, splashed, or splattered
materials from surfaces. Leave storage area neat and cleaned at all times.
3.03 PREPARATION OF SURFACES
A. General
1. Do not perform surface preparation blast prior to submission and approval
of samples.
2. Provide materials, equipment, procedures, and safety equipment for
personnel in accordance with current SSPC specifications as follow:
a. The exterior of the tank shall be prepared in accordance with
SSPC -SP 6, Conunercial Blast Finish, to a surface profile of 1.5 to
2.5 mils.
DIVISION 9 - FINISHES
Section 09970
WATER TANK COATING SYSTEMS
Page 8 of 17
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
b. The interior ofthe tarlk shall be prepared in accordance with
SSPC-SP 10, Near-White Blast Finish, to a surface profile of 1.5 to
3.0 mils.
3. The words "solvent cleaning", "hand tool cleaning", "wire brushing" and
"blast cleaning" or similar words of equal intent in these specifications or
in paint manufacturer's specifications refer to the applicable S SPC
specifications.
4. Where OSHA or EP A regulations preclude standard abrasive blast
cleaning, wet or vacuum-blast methods may be required. Coating
manufacturers' recommendations for wet blast additives and first coat
application shall apply.
5. Hand tool clean areas that cannot be cleaned by power tool cleaning.
B.
Welds and Adjacent Areas
1. Prepare welds such that there is: No undercutting or reverse ridges on
weld bead; No weld spatter on or adjacent to weld or any other area to be
painted; No sharp peaks or ridges along weld bead.
2. Grind embedded pieces of electrode or wire flush with adjacent surface of
weld bead.
3. Provide grinding where structure surface is not smooth or resultant weld
surface is not a smooth ripple.
4. Round or chamfer sharp edges and grind smooth burrs, jagged edges, and
surface defects.
5. Prepare spot weld damage to interior and exterior of tanks.
6. Abrasive blast after grinding to provide specified anchor profile.
c.
Pre-Blast Cleaning Requirements
1. Remove oil, grease, welding fluxes, and other surface contaminants prior
to blast cleaning in accordance with SSPC-SP 1.
D.
Blast Cleaning Requirements
1. Surface blasting shall be completed with equipment, pressure, and
abrasive blast media of the type and size to obtain the specified surface
DIVISION 9 - FINISHES
Section 09970
WATER TANK COATING SYSTEMS
Page 9 of 17
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
3.04
profile and degree of cleanliness as recommended by coating product
manufacturer for each type of coating. Select type and size of abrasive to
produce a surface profile that meets coating manufacturer's
recommendations for particular primer to be used.
2. Do not reuse abrasive, except for designed recyclable systems. Recycled
blast media shall be cleaned so as to be free of moisture and
contamination. Record type and amount of abrasive media used.
3. Meet applicable federal, state, and local air pollution and environmental
control regulations for blast cleaning and disposition of spent media and
debris and worker exposure.
E. Post-Blast Cleaning and Other Cleaning Requirements
1. Clean surfaces of dust and residual particles from blasting operations by
dry (no oil or water vapor) air blast cleaning or other method prior to
painting. Vacuum clean enclosed areas and other areas where dust settling
is a problem and wipe with a tack cloth.
2. Paint surfaces the same day they are blasted, unless dehumidification
equipment is provided and properly operated on a continuous basis during
surface preparation and coating application. Re-blast surfaces that have
started to rust before they are painted. It is the responsibility of the
Contractor to ensure a rust-free surface is maintained during the entire
coating process.
3. Horizontal surfaces subject to contamination by dust settlement, such as
welds, floors, and flanges on rafters and girders shall be re-cleaned
immediately preceding coating application by dry air blasting, vacuuming,
or by wiping down.
4. For structures blasted with steel shot or grit, remove all spent steel shot or
grit from floor, comers, flanges, girders, and other areas as necessary
using a magnetic broom and dry air blasting.
PAINT MIXING
A. Multiple-Component Coatings
1. Prepare using the contents of the container for each component as
packaged by paint manufacturer.
2. No partial batches will be permitted.
DIVISION 9 - FINISHES
Section 09970
WATER TANK COATING SYSTEMS
Page 10 of17
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
3.05
3. Mix coating in manner and for length of time as recommended by coating
manufacturer.
4. Allow coating to set or "sweat" for amount of time as recommended by
product manufacturer.
5. Do not use multiple-component coatings that have been mixed beyond
their pot life.
6. Furnish small quantity kits for touchup painting and for painting other
small areas.
7. Mix only components specified and furnished by paint manufacturer.
8. Do not intermix additional components for reasons of color, or otherwise,
even within the same generic type of coating.
B. Use of accelerators, thinners, or other additives is not acceptable for coatings in
contact with potable water unless approved by product manufacturer and provided
with ANSIINSF certification letters for the coating system.
C. Keep paint materials sealed when not in use.
PAINT APPLICATION
A. General Requirements
1. Apply coating systems in compliance with manufacturer's instructions and
using application method best suited for obtaining full, uniform coverage
and hide of surfaces to be coated.
a. Work shall be implemented in compliance with applicable sections
of A WW A DI02 and the latest revisions thereto.
b. Spray application of exterior coating system components is not
permitted.
c. The Contractor is responsible for any claims, whether public or
private resulting from application of the paint coating systems.
2. Apply primer, intermediate, and finish coats to comply with wet and dry
film thicknesses and spreading rates for each type of material as
recommended by manufacturer and in accordance with SSPC-PA 2.
DIVISION 9 - FINISHES
Section 09970
WATER TANK COATING SYSTEMS
Page II of J 7
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
3.06
3.07
3. Number of coats specified shall be minimum number acceptable. Apply
additional coats as needed to provide a smooth, even application.
a. Closely adhere to re-coat times recommended by manufacturer.
Allow each coat to dry thoroughly before applying next coat.
Provide adequate ventilation for tank interior to carry off solvents
during drying phase.
4. Employ only application equipment that is clean, properly adjusted, and in
good working order, and of type recommended by coating manufacturer.
5. Provide ventilation, heating, and/or dehumidification as required to meet
manufacturer's environmental requirements of coating being applied.
6. After surface preparation, spot primer on interior weld seams shall be
brush applied.
B. Thinning requirements for specified products are to be found in the paint
manufacturer's printed data sheets and are to be strictly adhered to.
REPAIR AND RESTORATION
A. At completion of work, touch-up and restore finishes where damaged.
1. Repairs shall be made in accordance with manufacturer recommendations.
B. When stain, dirt, or undercoats show through final coat, correct defects and cover
with additional coats until coating is of uniform finish, color, appearance, and
coverage.
C. Touch-up of minor damage shall be acceptable where result is not visibly
different from surrounding surfaces. Where result is visibly different, either in
color, sheen, or texture, recoat entire surface.
1. Minimum dry film thicknesses shall be provided for any and all recoated
surfaces.
FIELD QUALITY CONTROL
A. The owner may choose to assign a city inspector or employ a 3rd party inspector
to supervise and approve the various steps of the project.
1. Provide staging, ventilation, safety, confined space, and lighting
equipment and any assistance as necessary to the Engineer for inspection.
DIVISION 9 - FINISHES
Section 09970
WATER TANK COATING SYSTEMS
Page 12 of 17
-
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
2. Leave staging area and lighting up until Engineer has inspected surface
preparation or coating.
B.
Contractor is solely responsible for ensuring compliance with surface preparation
standards and paint application standards of these Contract Documents and
manufacturer's recommendations.
B.
Inspection Details:
1. Documents
a. Review Contract Documents and applicable sections of referenced
standards.
2. Field Painting Inspection
a. Verify cleaning operations to surfaces are to condition specified.
b. Verify conformance of paint to specification.
c. Verify environmental conditions are satisfactory for application of
specified paint in accordance with manufacturer's
recommendations.
d. Check for thickness of each coating, final thickness and holidays.
e. Check touch-up for final finish.
f. The coating on all interior surfaces subject to immersion service
shall be tested for holidays or pinholes using a low voltage holiday
detector, such as a Tinker Rasor M-l. Care shall be taken to
ensure that the proper voltage is used for the applied thickness of
the coating. The voltage used shall be as recommended by the
coatings manufacturer. All holidays or pinholes identified shall be
repaired by the Contractor. The contractor shall furnish the testing
equipment in good working condition.
3. Field Testing and Inspection Equipment
a. Product Manufacturer or Contractor shall provide the following
equipment as required depending on the coating type, the product
manufacturer's recommended quality control procedures, and/or
specific requirements of these specifications.
DIVISION 9 - FINISHES
Section 09970
WATER TANK COATING SYSTEMS
Page 13 of 17
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1. Provide a minimum of two surface thermometers, magnet
mounted dial thermometer to measure surface temperature.
PTC Instruments Surface Thermometer Model 315 F, or
approved equal.
11. Provide ambient maximin thermometer.
111. Provide one set of Visual Standards for Abrasive Blast
Cleaned Steel, SSPC- VIS I, Standard Reference
Photographs.
IV. Provide a wet film thickness gauge (1 to 80 mils)
v. Provide a magnetic type dry film thickness gauge (0 to 40
mil).
VI. Provide NIST (National Bureau of Standards) Certified
Coating Thickness Calibration Standards, Model PF (0 to
38 mils).
V11. Low voltage holiday detector, such as a Tinker Rasor M-1.
Vlll. Coating and environmental test equipment shall be stored
and maintained at the project site in calibrated, working
condition. All equipment shall have appropriate
manufacturers' data sheets. Test equipment shall be
available to Engineer and Owner for testing purposes.
4.
Condition and Test Inspection Logs
a. The Contractor shall keep and maintain a daily condition log
recording the environmental conditions present during each day of
coating system application.
1. Contractor shall apply coatings only when environmental
conditions satisfy manufacturer's recommendations.
b. Contractor shall measure dry film thicknesses and provide results
to Engineer for concurrence and approval prior to application of
subsequent coating layers.
C. Contractor shall provide all condition and test inspection records to
Owner and Engineer at project completion.
DIVISION 9 - FINISHES
Section 09970
WATER TANK COATING SYSTEMS
Page 14 of 17
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
3.08
3.09
3.10
PROTECTION
A. Protect painted areas against damage until paint system is fully cured.
WASTE MANAGEMENT
A. General Requirements
1. Place materials defined as hazardous or toxic waste in designated
containers.
2. Return solvent and oil soaked rags for contaminant recovery and
laundering or for proper disposaL
3. Do not dispose of paints or solvents by pouring on the ground or in
sanitary sewer. Place in designated containers for proper disposaL
B. Refer to SSPC-Guide 6 for containing debris generated during paint removal
operations.
1. Due to the location of the Hilltop Tank and the likelihood of wind and
rain, the Contractor will be required to ensure complete encapsulation
and/or containment ofthe tank during blasting operations. The Contractor
shall take special care to prevent blasting dust from escaping the
encapsulated or contained area.
C. Refer to SSPC-Guide 7 for the disposal oflead-contaminated surface preparation
debris.
1. Surface preparation debris shall be disposed of in compliance with
applicable federal, state and local regulations.
2. Provide a written plan as per SECTION 01010 of these Contract
Documents for the proper handling and disposal of lead-containing
materials.
3. Contractor shall be responsible for costs associated with containment and
waste disposal that may result from execution ofthis project.
DISINFECTION
A. Disinfection of interior surfaces shall be performed in accordance with all state
and local requirements and those of A WW A C652-02, Disinfection of Water
Storage Facilities.
DIVISION 9 - FINISHES
Section 09970
WATER TANK COATING SYSTEMS
Page 15 ofl7
-----..."---
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
-
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
3.11
3.12
B. The Contractor shall coordinate disinfection and sampling activities with the
Owner and Engineer.
C. The tank shall not be returned to service until such time as the Owner and
Engineer approves the disinfection.
PRESERVATION, RESTORATION AND CLEANUP
A. Confine operations to construction easements, work areas described, or as
approved by the Engineer. Protect existing structures, equipment, vehicles and
utilities and keep work area neat and orderly at all times. Keep the work site free
from accumulation of waste materials and rubbish.
B. Prevent contamination of the project area. Do not dump coating materials, spent
abrasive, paint debris, waste oil, rubbish or other similar materials on the ground
or sanitary sewer or in any waterway. Use caution to prevent soil, stream or
groundwater contamination. Contractor shall be liable for containment and
cleanup or any contamination of aquifer, stream, and/or soil at his sole expense.
C. Cleanup work site of all excess equipment, materials, and debris and place in
designated areas at the end of each day.
D. Upon completion ofthe work, remove all materials, scraps, and debris from the
project area and from the interior of all devices and equipment. Remove staging,
scaffolding and containers from the site or dispose in a legal manner. Leave
worksite free of rubbish or excess materials of any kind.
E. Completely remove paint spots, oil, or stains upon adjacent surfaces and floors
and leave the entire job clean. Touch up coating scratches, scrapes, or chips in
interior and exterior surfaces.
F. Any damage to structures, equipment, utilities, nearby facilities, or to the project
site resulting from Contractor related work activities shall be promptly corrected
in an Engineer-approved method by the Contractor. The Contractor, at his sole
expense, shall complete repair in a timely manner to restore item to
preconstruction condition to the Engineer's satisfaction.
WARRANTY
A. The Contractor shall provide a 2-year labor and material warranty to protect
Owner against defects in workmanship and product performance including, but
not limited to, peeling, blistering and cracking.
B. Owner shall set a date for a I-year inspection. Inspection will be attended by
Owner's representative, Engineer, and Contractor.
DIVISION 9 - FINISHES
Section 09970
WATER TANK COATING SYSTEMS
Page 16 of 17
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
c.
Any deficiencies in the coating system noted during or prior to the I-year
insp,ection and/or 2-year warranty term will be repaired at the Contractor's
expense.
** END OF SECTION 09970**
DIVISION 9 - FINISHES
Section 09970
WATER TANK COATING SYSTEMS
Page 17 of 1 7
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
SECTION 13010
CATHODIC PROTECTION SYSTEM
PART 1
GENERAL
1.01 SCOPE
A. The cathodic protection design/install constructor shall provide all engineering
services, materials, equipment, labor, and supervision for the installation of an
automatically controlled impressed current cathodic protection system for
corrosion control of the interior submerged surface of the Hilltop Tank. All work
furnished shall be in accordance with A WW A Standard D 104-04 and features
included in this specification. The cathodic protection constructor shall be
Corrpro Waterworks: 1-800-443-3516; www.corrpro.com
B. All engineering services shall be provided by a Corrosion Specialist who is
accredited by the National Association of Corrosion Engineers (NACE)
International as a Senior Corrosion Technologist, Corrosion Specialist, or
Cathodic Protection Specialist.
C. The Corrosion Specialist shall provide services for the following.
1. Design of System
2. Supervision of installation
3. Supervision of start-up testing
4. Review of reports.
1.02 DESIGN
A. The system shall be designed by a Corrosion Specialist with experience in
cathodic protection for water storage tanks. The Corrosion Specialist shall design
the system to provide effective corrosion control in accordance with criteria for
protection. The criteria for protection shall be based on a tank-to-water potential,
IR drop free, within a range of -0.850 volts to -1.050 volts relative to a stationary
copper-copper sulfate reference electrode. This potential shall be measured free
of the effect of voltage gradients (IR drops).
B. The Corrosion Specialist shall also base system capacity and performance on the
following.
DIVISION 13 ~ SPECIAL CONSTRUCTION
Section 13010
CA THomc PROTECTION SYSTEM
Page 1 of7
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1. Total submerged surface area of the tank. Total surface area includes
HWL in bowl and wet risers in elevated tanks, which are 30" diameter or
larger.
2. Type of coating and condition of coating.
3. Total bare surface area to be protected will be a minimum of 2 5% of total
surface area.
4. Minimum current density of 0.5 MA/ft2 bare surface area.
5. Chemical analysis of water including resistivity expressed in ohm-em.
6. Tank is susceptible to icing.
7. Minimum anode design life of 20 years.
8. Selection, dimensions, and layout of system components specified in Part
2 of this Section.
PART 2
PRODUCTS
2.01 RECTIFIER
A. The rectifier unit shall perform in accordance with ANSI! A WW A Standard D 104-
04 Section 4: 4.1.1.1.1., Type A, IR drop free system, and include the following.
1. Transformer
2. Selenium or silicon rectifying elements
3. Circuit breaker( s)
4. Lightning, surge, and overload protection
5. Provision for air-cooling operation
6. V oltmeter(s) and ammeter(s)
7. Weatherproof cabinet in accordance with NEMA 4R requirements.
8. Provision to vary current output from 0% to 100% ofrated capacity.
9. Provisions for mounting, grounding, and locking
10. Provision for 110-120 volt, 60Hz, single phase AC power.
DIVISION 13 - SPECIAL CONSTRUCTION
Section 13010
CATHODIC PROTECTION SYSTEM
Page 2of7
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
2.02
2.03
11. DC output capacity in volts and amperes in accordance with Part 1.02 of
this Section.
12. Number of circuits or separate rectifiers in accordance with Part 1.02 of
this Section.
13. Automatic controller shall be A WW A D 1 04-04 and shall adjust current
output to compensate for changes in water level, temperature of water,
water chemistry, and cathodic polarization and shall include the following
provISIOns.
a. Utilize long-life reference electode(s) mounted in tame
b. Monitor the tank-to-water potential, free ofIR drop.
c. Automatically adjust the tank-to-water potential, free of IR drop, to
a preset value in accordance with Part 1.02 of this Section.
d. Operate within 25MV of preset value.
e. Limit current to a preset value.
f Utilize potential meter(s) to display tank-to-water potential, free of
IR drop.
B. The Owner shall approve the mounting location of the rectifier cabinet on the
exterior of the tank.
LONG-LIFE REFERENCE ELECTRODE(S)
A. The permanent reference electrode shall consist of a copper-copper sulfate
electrode which is manufactured to remain stable (+/ - 1 OMY) for a minimum of
10 years. The reference electrode to lead wire connection shall be encapsulated to
prevent water migration.
B. The stationary reference electrode shall be positioned in the tank to provide the
most representative measurements for the submerged surface area(s)
ANODE SUSPENSION SYSTEM FOR ICING TANKS
A. The anode suspension system shall be designed to be resistant to ice damage and
in accordance with ANSI! A WW A Standard D 1 04-04, Section 4.2.4.1.1, Type A,
Horizontal System.
DIVISION 13 - SPECIAL CONSTRUCTION
Section I3010
CATHODIC PROTECTION SYSTEM
Page 3 of7
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
2.04
2.05
2.06
2.07
2.08
B. The anode suspension system shall consist of a minimum 5/16" polyester cord.
The cord shall be secured to steel anchors welded to the side wall of the tank bowl
or to the exterior of the dry access column of spheroidal type tanks and the side
wall of wet risers which arc 30" diameter or larger. All cord to cord connections
shall be tied and taped.
ANODE MATERIALS
A. The anode materials shall be selected in accordance with Part 1.02 of this Section
and shall consist of one of the following:
1.
Minimum 0.062" diameter platinized niobium with 25 micro inches of
platinum. The wire anode shall be continuous with a maximum of 2 anode
to header connections.
')
.....
Minimum 0.062" diameter titanium with a precious metal oxide coating.
The wire anode shall be continuous with a maximum of 2 anode to header
connections.
B. All anode to header cable connections shall be sealed to prevent water migration.
PRESSURE ENTRANCE FITTING
A. For icing tanks the pressure entrance fitting shall accommodate anode and
reference electrode lead wires at the base of the tank or at the base of wet risers
for elevated tanks, which are 30" diameter or larger. The fitting shall be
manufactured to prevent leakage through the fitting and to prevent water
migration through the wire insulation.
B. The entrance fitting shall be sized for a maximum 1.5" Schedule 80 steel
coupling.
WIRING
A. All wiring within the tank shall be insulated to prevent copper conductor water
contact.
B. All wiring on the exterior ofthe tank shall be insulated and run in rigid conduit.
HARDW ARE
A. All hardware used in conjunction with the system shall be protected against
corrOSIOn.
ANSIINSF 61
DIVISION 13 - SPECIAL CONSTRUCTION
Section 13010
CATHODIC PROTECTION SYSTEM
Page 4 01'7
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
A. All materials in contact with water, or exposed to the interior of the tank, shall be
classified in accordance with ANSIINSF 61 "Drinking Water System
Components." Documentation ofNSF 61 compliance for the materials in contact
with the water issued by NSF, UL, or another accredited third party testing
facility shall be provided in the project submittals. A certificate of compliance
shall be furnished to the Owner upon completion of the project.
2.09 SUBMITTALS
A. The cathodic protection constructor shall submit the following information to the
purchaser for approval by the Owner and Engineer.
1. Drawings showing system design/configuration
2. Description of system components.
3. Copy of ANSIINSF 61 classification for all system components located
within the tank.
PART 3
EXECUTION
3.01 QUALIFICATIONS
A. The cathodic protection constructor shall have a minimum of 5 years experience
installing and servicing the types of system described in this specification. The
system shall be installed by personnel specifically trained by the constructor to
provide all workmanship required for corrosion control performance. All
personnel shall be subject to Federal Substance Abuse and Testing Regulations.
3.02 PERFORMANCE
A. All work shall be in accordance with the following requirements:
1. Components of the cathodic protection system shall be installed in the
matmer and at the locations as shown on the design drawings prepared by
the Corrosion Specialist.
a. The mounting location of the rectifier unit will be selected by
Owner.
2. Pressure entrance fitting shall be installed in accordance with A WW A
D100-96, Section 3.13.
3. Welding, cutting and coating shall be in accordance with A WW A
Standards D 1 00, D 1 02, D 1 05 and these Contract Documents.
DIVISION 13 - SPECIAL CONSTRUCTION
Section 130IO
CATHODIC' PROTECTION SYSTEM
Page 50f7
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
3.03
4. Welding of steel coupling and anchors for horizontal anode suspension
and rectifier mounting bracket shall be furnished by the Prime Contractor
prior to coating the tank. The cathodic protection constructor shall furnish
drawings and materials to the prime contractor prior to coating.
5. Electrical continuity of all sections of bolted or riveted tanks shall be
furnished by the Prime Contractor.
6. Materials and equipment shall be inspected prior to installation. Any
defective component shall be repaired or replaced.
7. Electrical work shall be in accordance with the National Electrical Code.
8. Lead wires shall be installed to prevent damage from abrasion.
9. Electrical connections within the tank shall be sealed to prevent water
migration.
10. The rectifier shall be mounted at a convenient height (eye level) above
grade for monitoring and service purposes.
11. Work provided by the cathodic protection constructor shall be completed
in a clean and safe manner.
ENERGIZING SYSTEM
A. After the system is installed and the tank is filled, the cathodic protection
constructor shall provide startup service which includes energizing, testing, and
adjusting the system for optimum performance of the cathodic protection system.
This startup service shall be in accordance with ANSI! A WW A D 104-04, Section
5.2 Testing, Section 5.2.1 Field Test for Type A, IR Drop-Free System. This
startup service shall be coordinated with the Owner.
B. All tank-to-water potential measurements shall be conducted with a calibrated
portable copper-copper sulfate reference electrode and a portable high impedance
voltmeter. A minimum of 5 locations shall be measured. All test data shall be
reviewed and evaluated by the Corrosion Specialist.
C. The final test and adjustment of the system shall be conducted approximately 12
months after the startup service.
D. After the cathodic protection is initially energized, tested, and adjusted, the
system shall be shut-off. The system will be re-energized by the cathodic
protection constructor once the I-year coating system inspection has been
conducted and any necessary touch-up service has been completed.
DIVISION] 3 - SPECIAL CONSTRUCTION
Section 130 I 0
CA THODIe PROTECTION SYSTEM
Page 6 of7
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
3.04
3.05
3.06
E. In addition to the startup service, "as-built" drawings and an Owner's
Maintenance Manual shall be submitted to the Owner.
PERFORMANCE MONITORING
A. The cathodic protection constructor shall furnish self-addressed report cards to be
completed by the Owner. Report cards received by the cathodic protection
constructor during the guarantee and service period(s) shall be evaluated for
system performance.
GUARANTEE
A. All workmanship, equipment, and materials furnished by the cathodic protection
constructor shall be guaranteed for I-year of energized use of the cathodic
protection system.
SERVICE AGREEMENT
A. The cathodic protection constructor shall furnish an initial 5-year service
agreement for the type of system installed. The agreement shall include the
annual service rate and a complete description of the scope of work proposed.
The agreement for annual inspection and potential testing shall be in accordance
with A WW A D 104-04 Appendix C and include as a minimum the following:
1. 1 annual job site visit.
2. Tank-to-water potential measurements conducted at representative
locations within the tank. A minimum of 5 locations shall be measured.
3. Measurements shall be conducted with a portable high impedance
voltmeter and a calibrated copper-copper sulfate reference cell.
4. Adjustments for optimum corrosion control shall be in accordance with
criteria for protection.
5. Data recorded shall provide sufficient information to evaluate the
performance of the system relating to criteria for protection.
6. In the even additional work is required, the constructor shall submit a
report with recommendations for optimizing corrosion control.
** END OF SECTION 13010 **
DIVISION 13 - SPECIAL CONSTRUCTION
Section 130 I 0
CA THOme PROTECTION SYSTEM
Page 7 of 7
--
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
SECTION 13020
TANK APPURTENANCES
PART 1
GENERAL
1.01 DESCRIPTION
A. This section describes work to be performed with appurtenant tank equipment.
The following appurtenances apply:
1 . Security features
a. Manway locks
b. Security vent.
1.02 SUBMITTALS
A.
Provide shop drawings for tank security features in accordance with Section
01300 of these Contract Documents.
PART 2
PRODUCTS
2.0 1 Security Features
A.
Manway Locks shall be Hatchlok Security Devices provided by the Owner for the
Contractor to install.
B.
Install an Omega Vent Security Shroud or approved equal to replace the existing
tank vent.
PART 3
EXECUTION
3.01 Work performed in association with tank appurtenant items shall be completed in a
manner that does not damage the new exterior or interior coating systems. Any damage
to the coating systems shall be repaired in accordance with Section 09970 of these
Contract Documents.
3.02 Any welding necessary to install or replace appurtenant tank items shall be completed
prior to application of the exterior and interior coating systems. Surfaces damage or
marring by welds shall be fixed in accordance with surface preparation standards of
Section 09970.
** END OF SECTION 13020 **
DIVISION 13 - SPECIAL CONSTRUCTION
Section 13020
TANK APPURTENANCES
Page] of 1
::'"
\ ---
. ...
_.-r-"'--
/'
.....
.:>
-
Lt:
Q
~
o
>-
;;e
lU
.X"
...-.......---
";07ES:
LOT I
""""'"---.----.-.------
L07'-
f -',-
~--- -'-
j
---/
,,------
. EAI.rfAll Ii. C'tf'N't:EIf/'r,t. Ant> ,et,.()(,(j
~ 4v";'P-ED -n> P,e~VEA/""'" J<:.du/L
· C"Nc.~NrA.A"-EtJ Fl.-tJw JH-"fL~
p~~ ~~"r
PAfvA4j!6 d avrt> Ao)A-CIf'A/r
,~ JZ'AcPE.f!"TY
· JlPUMP/A./~ AfAY 'BE IZ Eau..l f/. EP
"T C C/lJ.A4pl! ET~(; y' ,&>-'! A I' IV -r,.".."". tf: .
N
PLAN
o 50'
1" '" ~O'
;J c=J....Lc.:::~J.
- .IQ~:.,
--.............-.-......~..........-
- ~~.~-~~-~
I
JOSEPHINE
PARK (PUI9t/C!- l!ANP)
/
reMp.~~y~.
'-"'VE
W~~'l'~~
... __ _._. --- -.- -------t:-
--- ~1, _
-l
r---
1
1
I
I -:s T./1 / -/- c::t:? CO{/ A/EC" T-
1 7-0 90 '!.../5""'5c/t/~C.:J
I ____
/ ~4;o [_ ~~~~~~- -- - -
"'" I 30VT/LI7J<c/?:5c;W6l/ -
I
---l - ~ - - - - - -.-.-..- -.---" .----...
--(}P/;:;Eff --::;.j;;'~MIe Y'-;;iAov 2-::;;:'; --- -- --
I rr> z.... C'oH'O..e4rl',.-v' y'At.--VE "..v
IY".J?,Y-Y& ~A.;-V VAUl-.:r
,..,.. I
-/5,'5'17----/.__
)
,.(
150'
.=--.1
--- --- --- --- -- ~ - -
I
I
I
I
"', I
"'1;VE~ Z~ ~G,,4LLO;(/
. JC/r7'7tf vqA/K(:5C~ ~)
I
I
I
I !{//?7~? T"..4;VK5ITE
~..;s: C /7::5 C ME;(/ 7'-
I
1
/
,.'
/
/
/
/
-
-----
-
- -
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
.~..~::..~~
j \ A ,{""YA'/6> j{;:L7<:::: L
- \
;;;~~ L;:_~.' \
- ~~ _ "'"':5 ~:J htX)L~.c \~ U -~~
/7,.(t.L;L([:J :5Y17? ~ '
;--- --- - -- -- ---- -- -I.--/~: J L .,";.--;0;:; - ~~ ;:-.; J,;;,.-~_L..-=-_--,~~
1\ ~--~--- I""-~---'J~~f-'" ~ ..~. .4-:.j:b.-P~_J.\'~&' _.A: :
, i:; . . b' b b 'r~..........!.... ~ .:.. -- - - .
. I' ~- - - _~..~: l~~ ~. _!; -- -- ,'C~:J, I.. \ ,~' J.".
I'" \. ('~- -- - -.; - - - - " --' ":- -- - -~ ----=~- ---- ,-- /~
~__\__\. -- - - i: -- ,-: -- 6.':L ,--" =;- ~';;i _n-=-o ,'- --.- \" \
'" t> ' , 1. ~ , ~ I
I "'" /0: .^' . '. ~ "~:l' I{j \: ..' :~__
. ,\ "",~._,-~,.' . .
:. . ,b.t; ~"---~-,---- ,~"'~.
~' "~"_~~"~-'-'-'~" ._~,.!-,--:~, '~.'-,",~'~:.-t
" -7L7/ ,Z, ~<L c'- (" -Y---2":';[(I(/;
tl/,"'---;'~V.-... L-- - -
. --;%52?j<~:::'::-
S<-Q '~_
----I
<.,
~
/<?'
/ ~- C " / - 2' "- 0" C?~=C=;L ;
" -~ //
F,~ 'L_ L c:::'L? Jt;/, --q.-"j.-
'It :~~7'.:s:"":<:=-'--:;;::.:J c-;~ (-~':>S-:71
..-._..,_._.,~
"
"
2 II et'tfI"CiiGff7t771/ V At-VE
~7.-frlP/A./4 S.4a>l.€
(f:I"H.()K LOC.4"r/fH'V')
.:;r ,-v.r.r/lt ~~.&> a y (71''TY
c.c ~(1 ZEA~
PLAN
DR A IN
VAULT
DETAI L
CD
-/ ',' .' -' '/,-> ,'-/ /,/, .L':-C . '-<::) ,/ Ij-/ ,::5 - '/') ,/{=c:::::7 .c:-O,/?-i-:J'
"'r"- ,'"7/(..7. ~ ~-:c-/ ""__. " / !
':{ /:5~--(:: /L.7,/';: [>C /, /i :f::;-S:; ,L7"~C.L-~-7 ,'/(/ -----
, -'" . - jY,....---o ~-,--/ /L--~/=- ""'/:7~<:=Z'-~
...3~ ,1.-;r / L /<---/:: 'C~. ,- c/, ,-' /' <.-,' /'- ,-.::- .,---:/;;, '- " / .".
(-',~7 -r;~~-;C-::-""7' k/ ' c-::/-;~= ,,-s?CC7-'.~t:?c- ~. :}
\
\
\
::5 7cc"c..:- =S,;~,1f/:::--
.::')7c~;" ::--;?i',/::-- /::-x_(x:x_~
!l1'4,1.//--r''C)C- E ,,c.::<-~~c-
~e:L'%::> (~E ,-C:.:JE7/c?/L-E
..J_-~I
3:-0"
'-
,
"""')<~c' DE;:'4/L-f% ___
'9 '"
:::~1~1r''t:;~~) I ~ - \.
. -' I :g;;r;_'" n . II\)
_ ____ ---'~~' --~i ,J l\)
. 5' e R () CElt-: \)'}- --;-- 7-::-'1 ~T~~
- It... f '"
I " --~, .,~.~----=-__c1'
~~.:,' 'if 'J ;5>-"~ /7 /_ :.~' ),J-- -----~-~~~-':: .~~ #~'-~'~--
..IC' ,-' -:7 'c '"
,j ~ - - . -- 4 =---.> € ,-,- L_
~~ E3 ~
, :s ,? . Z '0 c:.:,~.
L
94
,:; 'i?!P-z
<~;~: (-::!-.., 53
l>, '-6
l-
-_\,j
'I
~\
"i
/E'i.:'. ~=> ~T' B L. a:'/{---- -- -
-
-;r-p -::5-6', '.2 '0 C
c?7?::":/-/ kWJ-/- ----
/c? -"-G/:c~~ /- ---
2"C!~tJW V'At.vE'
~A,.PP'/A/6 J;(.P<<.,If
(NRIl(,')K "t t:C' Ar/t1'7V )
.I#.sr/kc:..cD GY
-C/7Y ~"e"" S7ZE"~
j1C./d'4"f:
. t::t(,').vr~4c:r~ .N-Y-4t.(.. ~SH/f7't/ A
P~41'A/ L/A/6 ,r~o;f;{ C!olt~C1CA-r/em/
V A-vVE "/0 .:TarEPhV'",,/E P...-M,t: ~,e
LA,;v'P 4.PP~ /e;".4'1'YDM.
· :rN5r~~""'T/O,ll../ aF c:::'c::>A!..... Y"*-VE
BY 7"H..!'" C '" r Y d' Baze,-..,.4-A/.
· ~/?T/A/&~/,.P/...vq. ~CA<t C'c:7~r V'A-t,VE.
A'7 Ct:rNr-ICAcrO'/Z. PI'J'CA ~r/a-.-v:
-
-
-