HomeMy WebLinkAbout267431 NORTHSTAR CONCRETE INC - CONTRACT - BID - 6088 CONCRETE MAINTENANCE PROJECT PHASE II (4)CONTRACT DOCUMENTS TABLE OF CONTENTS
Section Pages
CONTRACT DOCUMENTS
00300 Bid Schedule
00520 Agreement 00520-1 - 00520-6
00530 Notice to Proceed 00530-1
00600 Bonds and Certificates
00600-1
00610 Performance Bond
00610-1 - 00610-2
00615 Payment Bond
00615-1 - 00615-2
00630 Certificate of Insurance
00630-1
00635 Certificate of Substantial Completion
00635-1
00640 Certificate of Final Acceptance
00640-1
00650 Lien Waiver Release(Contractor)
00650-1 - 00650-2
00660 Consent of Surety
00660-1
00670 Application for Exemption Certificate
00670-1 - 00670-2
CONDITIONS OF THE CONTRACT
00700 General Conditions
00700-1 - 00700-34
Exhibit GC -A
GC -Al - GC-A2
00800 Supplementary Conditions
00800-1 - 00800-2
00900 Addenda, Modifications, and Payment
00900-1
00950 Contract Change Order
00950-1 - 00950-2
00960 Application for Payment
00960-1 - 00960-4
SPECIFICATIONS
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7.6. There are no Contract Documents other than those listed or
incorporated by reference in this Article 7. The Contract Documents may only
be amended, modified or supplemented as provided in paragraphs 3.5 and 3.6 of
the General Conditions.
ARTICLE 8. MISCELLANEOUS
8.1. Terms used in this Agreement which are defined in Article I of the
General Conditions shall have the meanings indicated in the General
Conditions.
8.2. 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 not
without limitations, moneys that may become 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 that assignor from any duty or responsibility under the Contract
Document.
8.3. OWNER and CONTRACTOR each binds itself, its partners, successors,
assigns and legal representatives to the other party hereto, its partners,
successors, assigns and legal representatives in respect to all covenants,
Agreement and obligations contained in the Contract Document.
Section 00520 Page 5
SECTION 01340
SHOP
DRAWINGS
LI
GENERAL
'
A.
Submit Shop Drawings, Samples, and other submittals as required by the individual specification.
1. Engineer will not accept Shop Drawings or other submittals from anyone but Contractor.
'
B.
Schedule: Reference Section 01310, Construction Schedules. Submittals received by Engineer prior to the time set
forth in the approved schedule will be reviewed at any time convenient to Engineer before the time required by the
schedule.
'
C.
Any need for more than one re -submission, or any other delay in obtaining Engineer's review of submittals, will not
entitle Contractor to extension of the Contract Time unless delay of the Work is directly caused by failure of
Engineer to return any scheduled submittal within 10 days after receipt in his office of all information required for
'
review of the submittals or for any other reason which prevents Engineer's timely review. Failure of Contractor to
coordinate submittals that must be reviewed together will not entitle Contractor to an extension of Contract Time or
an increase in Contract Price.
D.
Resubmit for review a correct submittal if errors are discovered during manufacture or fabrication.
E.
Do not use materials or equipment for which Shop Drawings or samples are required until such submittals, stamped
by Contractor and properly marked by Engineer, are at the site and available to workmen.
'
F.
Do not use Shop Drawings which do not bear Engineer's mark "NO EXCEPTION TAKEN" in the performance of
the Work.
'
Review status designations listed on Engineer's submittal review stamp are defined as follows:
1. NO EXCEPTION TAKEN
'
Signifies material or equipment represented by the submittal conforms with the design concept, complies with
the information given in the Contract Documents and is acceptable for incorporation in the Work. Contractor is
to proceed with fabrication or procurement of the items and with related work. Copies of the submittal are to be
transmitted for final distribution.
'
2. REVISE AS NOTED
Signifies material or equipment represented by the submittal conforms with the design concept, complies with
the information given in the Contract Documents and is acceptable for incorporation in the Work in accordance
'
with Engineer's notations. Contractor is to proceed with the Work in accordance with Engineer's notations and
is to submit a revised submittal responsive to notations marked on the returned submittal or written in the letter
of transmittal.
'
3. REJECTED
Signifies material or equipment represented by the submittal does not conform to the design concept or comply
with the information given in the Contract Documents and is not acceptable for use in the Work. Contractor is
'
to submit submittals responsive to the Contract Documents.
4. FOR REFERENCE ONLY '
Signifies submittals which are for supplementary information only; pamphlets, general information sheets;
catalog cuts, standard sheets, bulletins and similar data, all of which are useful to Engineer or Owner in design,
operation, or maintenance, but which by their nature do not constitute a basis for determining that items
represented thereby conform with the design concept or comply with the information given in the Contract '
Documents. Engineer reviews such submittals for general information but not for substance.
General Requirements — page 9 of 18 1
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SECTION 01340
SHOP DRAWINGS
1.2 SHOP DRAWINGS
A. Include the following information as required to define each item proposed to be fumished.
1. Detailed installation drawings showing foundation details, and clearances required for construction.
2. Relation to adjacent or critical features of the Work or materials.
I Field dimensions, clearly identified as such.
4. Applicable standards, such as ASTNI or Federal Specification numbers.
5. Drawings, catalogs or parts thereof, manufacturer's specifications and data, instructions, performance
characteristics and capacities, and other information specified or necessary:
a. For Engineer to determine that the materials and equipment conform with the design concept and comply
with the intent of the Contract Documents.
b. For the proper erection, installation, and maintenance of the materials and equipment which Engineer will
review for general information but not for substance.
c. For Engineer to determine what supports, anchorages, structural details, connections and services are
required for materials and equipment, and the effect on contiguous or related structures, materials and
equipment.
6. Complete dimensions, clearances required, design criteria, materials of construction and the like to enable
Engineer to review the information effectively.
B. Manufacturer's standard drawings, schematics and diagrams:
1. Delete information not applicable to the Work.
2. Supplement standard information to provide information specifically applicable to the Work.
C. Format.
1. Present in a clear and thorough manner.
2. Minimum sheet size: 3 y" x l l".
J. Clearly mark each copy to identify pertinent products and models.
4. Individually annotate standard drawings which are furnished, cross out items that do not apply, describe exactly
which parts of the drawing apply to the equipment being furnished.
5. Individually annotate catalog sheets to identify applicable items.
6. Reproduction or copies of portions of Contract Documents:
a. Not acceptable as complete fabrication or erection drawings.
b. Acceptable when used as a drawing upon which to indicate information on erection or to identify detail
drawings.
7. Clearly identify the following:
a. Date of submission.
b. Project title and number.
c. Names of Contractor, Supplier and Manufacturer.
d. Specification section number, specification article number for which items apply, intended use of item in the
work, and equipment designation.
e. Identify details by reference to sheet, detail, and schedule or room numbers shown in the Contract
Documents.
f. Deviations from Contract Documents.
g. Revisions on re -submittals.
h. Contractor's stamp, initialed or signed, certifying to review of submittal, verification of products, field
measurements and field construction criteria, and coordination of the information within the submittal with
requirements of the Work and the Contract Documents.
General Requirements —page 10 of 13
SECTION 01340
SHOP DRAWINGS
1.3 SUBMISSION REQUIREMENTS
A. Make submittals promptly in accordance with approved schedule, and in such sequence as to cause no delay in the
Work or in the work of any other contractor.
B. Minimum number required:
1. Shop Drawings.
a. Three (3) copies minimum, two (2) copies which will be retained by Engineer.
1.4 RE -SUBMISSION REQUIREMENTS
A. Make corrections or changes required by Engineer and resubmit until accepted.
B. In writing call Engineer's attention to deviations that the submittal may have from the Contract Documents.
C. In writing call specific attention to revisions other than those called for by Engineer on previous submissions.
D. Shop Drawings.
1. Include additional drawings that may be required to show essential details of any changes proposed by
Contractor along with required wiring and piping layouts.
END OF SECTION
General Requirements — page 1 I of 18
SECTION 01410
TESTING
' 1.1 GENERAL
A. Provide such equipment and facilities as the Engineer may require for conducting field tests and for collecting and
forwarding samples. Do not use any materials or equipment represented by samples until tests, if required, have
' been made and the materials or equipment are found to be acceptable. Any product which becomes unfit for use after
approval hereof shall not be incorporated into the work.
B. All materials or equipment proposed to be used may be tested at any time during their preparation or use. Furnish
the required samples without charge and give sufficient notice of the placing of orders to permit the testing.
Products may be sampled either prior to shipment or after being received at the site of the work.
C. Tests shall be made by an accredited testing laboratory selected by the Owner. Except as otherwise provided,
sampling and testing of all materials and the laboratory methods and testing equipment shall be in accordance with
the latest standards and tentative methods of the American Society for Testing Materials (ASTM).
' D. Where additional or specified information concerning testing methods, sample sizes, etc., is required, such
information is included under the applicable sections of the Specifications. Any modification of, or elaboration on,
these test procedures which may be included for specific materials under their respective sections in the
Specifications shall take precedence over these procedures.
1.2 OWNER'S RESPONSIBILITIES
A. Owner shall be responsible for and shall pay all costs in connection with testing for the following:
L Soil tests, except those called for under Submittals thereof.
2. Tests not called for by the Specifications of materials delivered to the site but deemed necessary by Owner.
' 3. Concrete test, except those called for under Submittals thereof.
1.3 CONTRACTOR'S RESPONSIBILITIES
A. In addition to those inspections and tests called for in the General Conditions, Contractor shall also be responsible
for and shall pay all costs in connection with testing required for the following:
' L All performance and field testing specifically called for by the specifications.
2 All retesting for Work or materials found defective or unsatisfactory, including tests covered under 1.2 above.
3. All minimum call out charges or stand by time charges from the tester due to the Contractor's failure to pave,
pour, or fill on schedule for any reason except by action of the Engineer.
B. Contractor shall notify the Engineer 43 hours prior to performing an operation that would require testing.
1.4 CONTRACTOR'S QUALITY CONTROL SYSTEM
' A. General: The Contractor shall establish a quality control system to perform sufficient inspection and tests ofall items
of Work, including that of his subcontractors, to ensure conformance to the functional performance of this project.
This control shall be established for all construction except where the Contract Documents provide for specific
compliance tests by testing laboratories or engineers employed by the Owner. The Contractor' s control system shall
specifically include all testing required by the various sections of these Specifications.
' B. Superintendence: The Contractor shall employ a full time Superintendent to monitor and coordinate all facets of the
Work. The Superintendent shall have adequate experience to perform the duties of Superintendent.
General Requirements —page 12 or is
SECTION O1410
TESTING
C. Contractor's quality control system is the means by which he assures himself that his construction complies with the
requirements of the Contract Documents. Controls shall be adequate to cover all construction operations and should
be keyed to the proposed construction schedule.
D. Records: Maintain correct records on an appropriate form for all inspections and tests performed, instructions
received from the Engineer and actions taken as a result of those instructions. These records shall include evidence
that the required inspections or tests have been performed (including type and number of inspections or test, nature
of defects, causes for rejection, etc.) proposed or directed remedial action, and corrective action taken. Document
inspections and tests as required by each section of the Specifications. Provide copies to Engineer weekly.
END OF SECTION
General Requirements —page 13 of IS
SECTION 01510
TENIPORARY UTILITIES
LI UTILITIES
A. Furnish all utilities necessary for construction.
B. Nlake arrangements with Owner as to the amount of water required and time when water will be needed.
I. Meters may be obtained through the Water Utility Meter Shop at 221-6759
' 2. Unnecessary waste of water will not be tolerated.
C. Furnish necessary water trucks, pipes, hoses, nozzles, and tools and perform all necessary labor.
1.2 SANITARY FACILITIES
A. Furnish temporary sanitary facilities at each site for the needs of construction workers and others performing work or
furnishing services on the Project.
B. Properly maintain sanitary facilities of reasonable capacity throughout construction periods.
C. Enforce the use of such sanitary facilities by all personnel at the site.
D. Obscure facilities from public view to the greatest practical extent.
1 END OF SECTION
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1 General Requirements— page 14 of 13
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SECTION 01560
TENIPORARY CONTROLS
1.1 NOISE CONTROL
A. Take reasonable measures to avoid unnecessary noise when construction activities are being performed in populated
areas.
B. Construction machinery and vehicles shall be equipped with practical sound muffling devices, and operated in a
manner to cause the least noise consistent with efficient performance of the Work.
C. Cease operation of all machinery and vehicles between the hours of 6:00 p.m. and 7:00 a.m.
1.2 DUST CONTROL
A. Dusty materials in piles or in transit shall be covered when necessary to prevent blowing.
B. Earth and road surfaces subject to dusting due to construction activities and detouring of traffic shall be kept moist
with water or by application of a chemical dust suppressant.
1. Chemical dust suppressant shall not be injurious to existing or future vegetation.
L3 POLLUTION CONTROL
A. Prevent the pollution of drains and watercourses by sanitary wastes, concrete, sediment, debris and other substances
resulting from construction activities. .
L Retain all spent oils, hydraulic fluids and other petroleum fluids in containers for disposal off the site.
2. Prevent sediment, debris or other substances from entering sanitary sewers, storm drains and culverts.
1.4 EROSION CONTROL
A. Take such measures as are necessary to prevent erosion of soil that might result from construction activities.
I. Measures in general will include:
a. Control of runoff.
b. Trapping ofsediment.
c. Minimizing area and duration of soil exposure.
d. Temporary materials such as hay bales, sand bags, plastic sheets, riprap or culverts to prevent the erosion of
banks and beds of watercourses or drainage swales where runoff will be increased due to construction
activities.
B. Preserve natural vegetation to greatest extent possible.
C. Locate temporary storage and route construction traffic so as to preserve vegetation and minimize erosion.
D. Comply with the City of Fort Collins' Storm Drainage Erosion Control Manual.
1.5 TRAFFIC CONTROL
A. Maintain traffic control in accordance with the latest editions of the "Manual of Uniform Traffic Control Devices"
(MUTCD), the City of Fort Collins "Work Area Traffic Control Handbook," and the current "Larimer County Urban
Area Street Standards." In the event of a conflict between the MUTCD criteria and the City's criteria, the City's
criteria shall govern.
General Requirements— page 15 of 13
SECTION 01560
TEMPORARY CONTROLS
1.6 HAUL ROUTES
The Engineer reserves the right to set haul routes in order to protect pavements, both new and old, from heavy loads.
These pavements may include, but are not limited to, recently constructed pavements, recently overlaid pavements,
and/or pavements whose condition would be significantly damaged by heavy loads.
END OF SECTION
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General Requirements — page 16 of 18
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SECTION 01700
CONTRACT CLOSEOUT
1.1 CLEANING AND RESTORATION
A. Return the premises and adjacent properties to conditions existing or better than existing at the time the work was
begun. This will include providing labor, equipment and materials for cleaning, repairing and replacing facilities
damaged or soiled during construction. The Engineer will be the judge of the degree of restoration required.
1.2 PROJECT RECORD DOCUMENTS
A. Maintain on the job site, and make available to the Engineer upon request, one current marked -up set of the
drawings which accurately indicate all approved variations in the completed work that differ from the design
information shown on the drawings. Further, these drawings should reflect all underground obstacles encountered.
B. These record drawings along with any survey records, photographs and written descriptions of said work as may be
required by the Engineer shall be submitted prior to project acceptance.
END OF SECTION
General Requirements — pale 17 of IS
' SECTION O1800
METHOD OF MEASURENIENT AND BASIS OF PAYNIENT
' 1.1 DEFECTIVE WORK
A. Owner will not pay for defective work and will not pay for repair or additional work required to bring the project to
a point of acceptance.
1.2 BID PRICE
A. The Total Bid Price covers all Work required by the Contract Documents. All work not specifically set forth as a
pay item in the Bid Form shall be considered a subsidiary obligation of Contractor and all costs in connection
therewith shall be included in the prices bid for the various items of Work.
' B. Prices shall include all costs in connection with the proper and successful completion of the Work, including
Furnishing all materials, equipment and tools; and performing all labor and supervision to fully complete the Work.
C. Unit prices shall govern over extensions of sums.
' D. Unit prices shall not be subject to re -negotiation.
1.3 ESTIMATED QUANTITIES
' A. All quantities stipulated in the Bid Form at unit prices are approximate and are to be used only as a basis for
estimating the probable cost of the Work and for the purpose of comparing the bids submitted to the Work. The
basis of payment shall be the actual amount of materials furnished and Work done.
B. Contractor agrees that he will make no claim for damages, anticipated profits, or otherwise on account of any
difference between the amount of Work actually performed and materials actually furnished and the estimated
' amount therefor.
END OF SECTION
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1 General Requirements —page 13 of 13
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OWNE . CITY OF FORT COLLIN
By:
JAMES O'NEILL II, CPPO,
RECTOR OF PURCHASING
AND RISK MANAGEMENT
Date:
Attes
1419
Addre
r
Fort Collins, CO 80522
Approved as to Form
a L 'j—)A k
AssisTkRt City Attorney
CONTRACTOR: NgAthstar Concrete, Inc.
itle i "[ QiLY1Pu1d—
at : 17 'Z
(CORPORATE SEAL)
Attest: =�
Address for giving notices:
�v�ta�a CO 18053 -7
LICENSE NO.:
Section 00520 Page 6
SECTION 02000
PROJECT SPECIFICATIONS
The Colorado Department of Transportation "Standard Specifications for Road and Bridge Construction' and the Larimer
County "Urban Area Street Standards", latest revisions, (hereafter referred to as the "Standard Speci fications") are made
a part of this Contract by this reference, except as revised herein, and are hereby adopted as the minimum Standard
Specifications of Compliance for this project. In those instances where the Standard Specifications conflict with any of
the provisions of the preceding Sections, the preceding Sections shall govern.
INDEX OF REVISIONS
SECTION
104 Traffic and Parking Control
105 Control of Work
107 Protection and Restoration of Property and Landscape
103 Prosecution and Progress
201 Clearing and Grubbing
202 Removal of Structures and Obstructions
203 Excavation and Embankment
203 Erosion Control and Inlet Protection
212 Seeding, Fertilizer, and Sodding
304 Aggregate Base Course
403 Hot Mix Asphalt - Patching
604 Inlets and Culverts
603 & 609 Sidewalks, Curb and Gutter, Drive Approaches, Aprons, Crosspans, and Concrete Pavement
630 Construction Zone Traffic Control
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REVISION OF SECTION 104
TRAFFIC AND PARKING CONTROL
Section 104 of the Standard Specifications is hereby revised as follows:
Subsection 104.04 shall include the following.
It shall be the Contractor's responsibility to clear parking from the streets when such parking will interfere with the
work. Prior to work that requires the street(s) to be closed to parking and/or traffic, the street(s) shall be posted for
"NO PARKING". The placement of these signs shall take place at least 24 hours prior to the commencement of
work and shall clearly show the type of work, and the day, date and times that the message on the sign is in effect.
(For example, if a street is to be patched on Wednesday, July 2, the street shall be posted no later than Tuesday, July
1, by 7:00 a.m. with a sign that reads similar to "NO PARKING, W EDN ESDAY, JULY 2, 7:00 A.M. TO 6:00 P.M.,
PATCHING.) See sample "NO PARKING" sign. "NO PARKING" signs shall remain in place until the street is
' opened to traffic and all clean up operations completed.
All information on the "NO PARKING" signs, with the exception of the date, shall be in block letters permanently
affixed to the sign. Any information added to a sign, such as dates, shall be clearly legible and written in block style
' letters. The "NO PARKING" signs shall be in effect for one or two days only.
Any work done by the Contractor without traffic control will not be paid for under the terms of this Contract. The
Contractor will not be paid for traffic control costs incurred during Contractor caused delays.
At or near the end of each work day, a representative of the Contractor, the Traffic Control Supervisor, and the
Engineer will meet to discuss the progress of the work and the placement of traffic control devices including "NO
PARKING" signs. Any necessary adjustments shall be made. The Contractor shall also review at this time with the
Engineer the proposed means of handling parking and traffic control for upcoming work. It is the responsibility of
the Contractor to minimize any inconvenience to the public as a result of this work.
I At the above referenced meeting, the quantity of traffic control devices used that day shall be agreed upon by the
Contractor and the Engineer. The Contractor shall utilize forms approved by the Engineer for the tabulation of
Traffic Control Devices utilized.
The Contractor shall maintain pedestrian and vehicular access to all businesses within the project at all times.
Pedestrian access must be clearly delineated and buffered from construction activities at all times, and may include
construction and installation of temporary ramps and wooden walkways as necessary.
Any changes in the traffic control, including additional signs, barricades, and/or flaggers needed in the field shall be
immediately implemented as directed by the Engineer.
The cost for traffic control is covered in "Revision of Section 630, Construction Zone Traffic Control" found herein.
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IProject Specifications - Page 2 of 32
IN
PARKING
y
7mmOO AM - 6:00 PM
CONCRETE
REPAIRS
END OF SECTION
Project Specifications - Page 3 or 32
' REVISION OF SECTION 105
CONTROL OF WORK
Section 105 of the Standard Specifications is hereby revised as follows:
COOPERATION BY CONTRACTOR
' Subsection 105.10 shall include the following:
The City's commitment to our Environmental Nlanagement System (ENIS) requires that vehicles on City
projects shall comply with the adoption of a "Limitation on Engine Idling" to reduce environmental impacts
related to construction. Please comply with turning off vehicles instead of idling for long periods (more than
three minutes, as a general rule).
tCOOPERATION WITH UTILITIES
Subsection 105.11 shall include the following:
' Concrete construction and/or reconstruction operations at intersections may involve the destruction and replacement
of traffic signal loop detectors. The existing traffic signal loop detectors shall be removed by the Contractor at no
additional cost. New loop detectors may be installed at other intersections where they do not now exist. New and
' replacement loop detectors will be installed by the City Traffic Division. The Contractor shall cooperate with the
schedule of this work to insure the timely installation of new loop detectors.
Also, the Contractor shall coordinate with the City Traffic Division to insure that any cleanup required after the
installation of the loop detectors will be completed before concrete placement operations begin.
COOPERATION BETWEEN CONTRACTORS
Subsection 105.12 shall include the following:
City Utilities, Streets, Parks, Traffic, and utility Contractors may perform work related to the project within or near
the limits of this project. The Contractor shall conduct the work without interfering or hindering the progress or
completion of the work being performed by other Contractors. The Contractor shall coordinate extensively with
these entities to minimize traffic control and scheduling conflicts, and ensure timely completion of all the work.
INSPECTION AND TESTING OF WORK
Subsection 105.16 shall include the following:
The Contractor shall keep the Engineer informed of his future construction operations to facilitate scheduling of
required inspection, measuring for pay quantities, and sampling. The Contractor shall notify the Engineer a
minimum of 24 hours in advance of starting any construction operation that will require inspection, measuring for
' pay quantities, or sampling. Failure of the Contractor to provide such notice will relieve the owner and the Engineer
from any responsibility for additional costs or delays caused by such failure.
Inspection of the work or materials shall not relieve the Contractor of any of his obligations to ful fill his contract as
prescribed. Work and materials not meeting specifications shall be corrected and unsuitable work or materials may
be rejected, notwithstanding that such work or materials have been previously inspected by the Engineer or that
payment therefore has been included in the progress estimate.
Project Specifications - Page 4 of 32
REVISION OF SECTION 105
CONTROL OF WORK
MAINTENANCE DURING CONSTRUCTION
Subsection 105.19 shall include the following:
The roadway area, including curb, gutter, and sidewalk, adjacent to and through the construction area shall be
cleaned of debris by the Contractor at the earliest opportunity, but in no case shall the area be left uncleaned after the
completion of the day's work. It shall be the Contractor's responsibility to provide the necessary manpower and
equipment to satisfactorily clean the roadway area.
The Contractor shall utilize a combination of pick-up brooms, side brooms and/or other equipment as needed to
clean the streets. All sweeping and clean up equipment shall be approved by the Engineer prior to the
commencement of work.
The Contractor shall maintain the streets during the construction process as prescribed above.
If a street requires additional sweeping by City forces, the Owner shall deduct from compensation due the Contractor
sufficient funds to cover the Owner's cost to provide said service.
All cost of maintaining the work during construction and before the project is accepted will not be paid for
separately, but shall be included in the work.
END OF SECTION
Project Specifications - Page 5 of 32
t
REVISION OF SECTION 107
PROTECTION AND RESTORATION OF PROPERTY AND LANDSCAPE
Section 107 of the Standard Specifications is hereby revised as follows:
Subsection 107.12 shall include the following:
The fact that any underground facility - sprinkler systems, utility services, etc. - is not shown on the plans, details or
construction documents shall not relieve the Contractor of his responsibilities as provided for in the Contract. It
shall be the Contractor's responsibility, pursuant thereto, to ascertain the location of such underground improvements
which may be subject to such damage by reason of his operations.
Any pruning of vegetation shall require the written permission of the property owner and/or the Engineer.
' If the area to be repaired is five (5) inches or less in width, the Contractor shall clean the area of all debris (i.e.
concrete, road base, etc.) to a minimum depth of four (4) inches, prepare all edges to be clean and vertical, and place
(see below) and compact topsoil. The topsoil shall be compacted utilizing a hand operated roller or other method
approved by the Engineer.
Excavated soils from the repair locations may be stockpiled on site and used as backfill for the new concrete
installation.
For concrete repair locations, the placement of topsoil (backfill) shall be completed within two (2) working days of
the placement of the concrete.
The topsoil shall consist of loose friable loam reasonably free of admixtures of subsoil, refuse, stumps, roots, rocks,
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brush, weeds, heavy clay, hard clods, toxic substances or other material which would be detrimental to the proper
development of vegetative growth. The material to be utilized shall be approved by the Engineer prior to placement.
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The topsoil shall be in a relatively dry state and placed during dry weather. The topsoil shall be fine graded to
eliminate rough and low areas and ensure positive drainage. The existing levels, profiles and contours shall be
maintained.
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If any portion of the area to be repaired is greater than five (5) inches in width, the Contractor shall clean and
prepare the area along the entire length of the repair location as stated above to a minimum ofone (1) foot, place sod
over the entire area, water once, and notify the property owner in writing of the nature of the work that has taken
place and that the sod will be watered only once.
If the area to be repaired is only damaged on the surface, the Contractor shall remove the damaged areas of sod to a
depth that will allow new sod to be placed, place new sod, water once and notify the property owner in writing of the
nature of the work that has taken place and the fact that the sod will be watered only once. The minimum overall
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width of the area to be sodded shall be one (1) foot.
For concrete repair locations, the placement of sod shall be completed by the end of the first working day of the
week following the placement of the concrete.
Sprinkler systems - Sprinkler systems designated for relocation shall be capped off at the limits of construction and
protected from damage by the Contractor. Sprinkler heads shall be salvaged and stockpiled on each property for use
when reconstructing the sprinkler systems.
Sprinkler systems damaged outside of the construction limits as a result of construction operations shall be replaced
at the Contractor's expense, within three (3) working days from the date of damage. In areas where the Engineer
directs new work or the reconstruction areas require grade adjustment, the placement of topsoil, sod and sprinkler
relocation will be provided by the City under separate contract.
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Project Specifications - Page 6 of 32
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REVISION OF SECTION 107
PROTECTION AND RESTORATION OF PROPERTY AND LANDSCAPE
All landscaping that is damaged due to construction operations shall be replaced by the Contractor at his expense
unless a written waiver is obtained from the property owner and submitted to the Engineer. Re -sodded lawns shall
be watered once by the Contractor.
All costs for protecting and restoring landscaping and lawns shall be considered a subsidiary obligation of the
Contractor in connection with the various items of the Work, and no measurement or payment shall be made
separately for the protection and restoration of landscaping and lawns. All restoration of landscaping and lawns
damaged by construction operations, other than concrete repair, shall take place within three (3) working days from
the date of damage.
fit areas where the Engineer directs new work or the reconstruction areas require grade adjustment, the placement
of topsoil, sod, and sprinkler relocation will be provided by the City under separate contract.
All labor, materials, tools, equipment, incidentals, and work involved in protecting or repairing underground
facilities shall be considered incidental to the work being done and shall not be measured and paid for separately.
END OF SECTION
Project Specifications - Page 7 or 32
REVISION OF SECTION 108
PROSECUTION AND PROGRESS
Section 108 of the Standard Specifications is hereby revised as follows:
SCHEDULE
Subsection 108.03 shall include the following:
A schedule of work must accompany any bid, and shall include number of working days per area to complete all
1 unit work items covered by the contract. Vicinity maps of each area are included in Section 03500, Project Maps.
The schedule should take any priorities into consideration. The schedule should also include projected start and end
dates. Individual street quantities are described in Section 02500, Quantity Estimates.
Prior to award, mutually acceptable milestones shall be determined by the Contractor and the City based on the
schedule of working days discussed above.
LIMITATION OF OPERATIONS
Subsection 108.05 shall include the following:
I
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I
The work shall be completed within the following calendar months:
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEPT
OCT
NOV
DEC
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DETERMINATION AND EXTENSION OF TIME
Subsection 108.08 shall include the following:
Work hours shall be 7:00 a.m. to 6:00 p.m., Monday through Friday, or as approved by the Engineer.
All Work is to be completed in one hundred thirty (t 30) consecutive working days and during the months of Nlarch
through November.
FAILURE TO COMPLETE WORK ON TIME
Subsection 108.09 shall include the following:
Failure to meet the agreed upon milestones or fully complete the project in one hundred thirty (130) consecutive
working days, shall result in damages assessed against the Contractor.
At the City's option, liquidated damages in the amount of S 1,000.00 per day may be retained from any monies due
the Contractor, or the City may retain an additional Contractor(s) to complete the work, or portion thereof, and retain
any costs incurred above and beyond the bid prices of the Contractor from any monies due the Contractor in lieu of
liquidated damages.
END OF SECTION
Project Specifications - Page 8 of 32
REVISION OF SECTION 201
CLEARING AND GRUBBING
Section 201 of the Standard Specifications is hereby revised as follows:
CONSTRUCTION REQUIREMENTS
Subsection 201.02 shall include the following:
When any tree roots are encountered during construction operations, the Contractor shall notify the Engineer prior to
any root removals. The Engineer and the City Forester's representative shall then make a determination regarding
removal.
Tree roots shall be removed with a sharpened, sanitized saw, cut orthogonally to its longitudinal axis as closely as
practical, to leave the freshly cut root surface in a clean and smooth condition. Axes or other blunt objects shall not
be used to cut tree roots.
Where it is anticipated that tree roots may be encountered, great care shall be taken by the Contractor to prevent any
damage to the roots with tools or equipment.
BASIS OF PAYMENT
Subsection 201.04 shall include the following:
All costs for removing tree roots shall be considered a subsidiary obligation of the Contractor in connection with the
various items of the Work, and no measurement or payment shall be made separately for the removal of tree roots.
END OF SECTION
Project Specifications - Page 9 of 32
' REVISION OF SECTION 202
REMOVAL OF STRUCTURES AND OBSTRUCTIONS
Section 202 of the Standard Specifications is hereby revised as follows:
DESCRIPTION
Subsection 202.01 shall include the following:
This work consists of sawing and cutting to facilitate controlled breaking and removal of concrete and asphalt to
' a neat line.
CONSTRUCTION REQUIREMENTS
' Subsection 202.02 shall include the following:
Sawing of concrete shall be done to a true line, with a vertical face, unless otherwise specified. The depth of a
' saw cut in concrete shall be 4 inches or less, as directed by the Engineer.
Residue from sawing shall be removed by the Contractor at the earliest opportunity. Residue will not be allowed to
run through the gutter flowline for more than 100 ft. The Contractor shall prevent tracking of residue onto the
roadway or walkway and shall prevent discharge into the storm drainage system. See Section 208 "Erosion Control
and Inlet Protection" contained herein.
METHOD OF MEASUREMENT
Subsection 202.11 shall include the following:
Sawing shall be measured by the lineal foot. This item shall only be used where the Engineer directs sawing not
already being paid under another item.
Sawcutting related to the items described in Revision of Section 604, Inlets and Culverts, and 608 & 609,
Sidewalks, Curb & Gutter, Drive Approaches, Aprons, Crosspans, and Concrete Pavement, shall be
considered a subsidiary obligation of the Contractor, and shall not be measured or paid for separately.
Erosion control measures used during sawcutting are considered incidental to all sawcutting operations and shall not
be paid for separately.
BASIS OF PAYMENT
Subsection 202.12 shall include the following:
Payment will be made under:
Pav Item Unit
202.01 Sawcutting <4" Lineal Foot
202.02 Sawcutting — Additional Inch Depth Lineal Foot/Inch
The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment,
and incidentals and for doing all work involved in Sawcutting as specified in these specifications, as shown on the
plans, and as directed by the Engineer.
' END OF SECTION
' Project Specifications - Page 10 of 32
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SECTION 00530
NOTICE TO PROCEED
Description of Work: 6088 Concrete Maintenance Project Phase II - 2012 Renewal
To: Northstar Concrete, Inc.
This notice is to advise you:
That the contract covering the above described Work has been fully executed by
the CONTRACTOR and the OWNER.
That the required CONTRACTOR's Performance Bond and Payment Bond have been
received by the OWNER.
That the OWNER has approved the said Contract Documents.
Therefore, as the CONTRACTOR for the above described Work, you are hereby
authorized and directed to proceed within () calendar days from
receipt of this notice as required by the Agreement.
Dated this day of , 20
The dates for Substantial Completion and Final Acceptance shall be
20_ and 20, respectively.
City of Fort Collins
OWNER
By:
Title:
ACKNOWLEDGMENT OF NOTICE
Receipt of the above Notice to Proceed is hereby acknowledged this
day of 20
CONTRACTOR: Northstar Concrete, Inc.
By:
Title:
Section 00530 Page 1
REVISION OF SECTION 203
EXCAVATION AND ENIBANKMENT
Section 203 of the Standard Specifications is hereby revised as follows:
DESCRIPTION
Subsection 203.01 shall include the following:
This work shall consist of removing and disposing of the existing pavement, base or other material, preparing the
subgrade for the subsequent course, and placing borrow in accordance with the specifications and in reasonably
close conformity with the lines, grades, and typical cross sections shown on the plans or as designated by the
Engineer. All excavation will be classified, "General Excavation", as hereafter described. The Contractor shall
dispose of all excavated material.
CONSTRUCTION REQUIREMENTS
Subsection 203.05 shall include the following:
General Excavation shall consist of the excavation of all materials of whatever character required for the work not
being removed under some other item.
The Contractor shall be responsible for the protection of the subgrade/base course until subsequent courses have
been placed.
The excavation will be accomplished in the following manner:
General Excavation:
The areas to be removed will be marked on the surface by the Engineer with paint. A straight vertical cut shall be
made through the pavement, if necessary, to provide a square or rectangular opening, such that each edge will be
parallel or at right angles to the direction of traffic. Wheel cutting shall not be allowed.
If, in the opinion of the Engineer, the subgrade material is unsuitable, it shall be removed to the limits and depths
designated.
Where excavation to the finished grade section (including General Excavation and Patching) results in a subgrade of
unsuitable soil, the Engineer may require the Contractor to remove the unsuitable materials and backfill to the
finished grade section with approved material (asphalt or borrow).
After the material has been removed to the depth specified by the Engineer, the Contractor shall prepare the
subgrade by compacting with a sheepsfoot roller, rubber tired roller and/or other compaction equipment as approved
by the Engineer. The subgrade preparation shall not be measured and paid for separately, but shall be included in
the contract unit price for General Excavation.
Borrow:
Borrow shall be placed as directed by the Engineer. The minimum amount of borrow shall be one load
(approximately ten (10) ton). The cost for compaction shall be included in the Contract Unit Price for Borrow.
Borrow material shall meet the grading requirement for Class l (Pit Run) or Class 5 (Road Base) Aggregate Base
Course. (The Class 1 Aggregate Base Course need not be crushed and can be of the pit run variety provided it falls
within the gradation requirements as shown in the Standard Specifications.) The material required for a specific
location shall be directed by the Engineer.
Project Specifications - Page I l of 3?
REVISION OF SECTION 203
EXCAVATION AND ENIBANKMENT
The Contractor and the Engineer shall field measure and agree upon the excavated quantity before any further work
continues. Should the Contractor fail to request the Engineer to measure any work and perform other work that
would prevent the Engineer from measuring pay quantities, the Contractor shall not be compensated for materials
not measured by the Engineer.
Borrow will be paid by the ton at the proper moisture. Haul and water necessary to bring mixture to optimum
moisture content will not be measured or paid for separately, but shall be included in the contract unit price for
Borrow.
Load slips shall be consecutively numbered for each day, and submitted to the Engineer daily.
METHOD OF MEASUREMENT
Subsection 203.13 shall include the following:
' The Contractor and the Engineer shall field measure and agree upon the excavated quantity before any further work
continues. Should the Contractor fail to request the Engineer to measure any work and perform other work that
would prevent the Engineer from measuring pay quantities, the Contractor shall not be compensated for materials
not measured by the Engineer.
The accepted quantities of Excavation will be paid for at the contract unit price per cubic yard. Subgrade
preparation, haul and disposal will not be measured and paid for separately.
' The accepted quantities of Borrow will be paid for at the contract unit price per ton. Compaction and haul will not
be measured and paid for separately.
BASIS OF PAYMENT
Subsection 203.14 shall include the following:
Payment will be made under:
Pav Item Unit
' 203.01 General Excavation Cubic Yard
203.02 Borrow Ton
The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and
incidentals, and for doing all the work involved in Excavation and Borrow including haul, stockpiling, placing material,
watering or drying soil, compaction; proof rolling, finish grading and disposal of unusable materials, as shown on the
' plans, as specified in these specifications, and as directed by the Engineer.
1 END OF SECTION
Project Specifications - Page 12 of 32
REVISION OF SECTION 208
EROSION CONTROL AND INLET PROTECTION
Section 208 of the Standard Specifications is hereby revised as follows:
DESCRIPTION
Subsection 203 shall include the following:
This work shall consist of constructing, installing, maintaining, and removing when required, erosion control
measures during the life of the Contract and at a minimum at all inlets to prevent or minimize erosion,
sedimentation, and pollution of any state waters. Work shall be in accordance with the Colorado Department of
Transportation Standard Specifications for Road and Bridge Construction (latest edition), The City of Fort Collins
Urban Drainage and Flood Control District Urban Drainage Criteria Manual, and the City of Fort Collins
Environmental Standard Operating Procedures contained herein, section 04000.
Any loss of time or materials related to erosion shall be the sole responsibility of the Contractor. Any damage to
surrounding properties or facilities (either on site or offsite) related to erosion caused by construction ofthis project,
will be the sole responsibility of the Contractor
MATERIALS
Subsection 208.02 shall include the following:
Contractor will submit the type of material to be used for erosion control measures prior to beginning the work.
Straw wattles shall not be allowed.
CONSTRUCTION REQUIREMENTS
All erosion control measures must be installed prior to starting work
It shall be the responsibility of the Contractor to ensure that all roadways near the project are kept clean of
construction debris.
Inlet filters
All storm drainage system inlets shall be filtered unless better treatment is available before water is discharged
into streams or onto adjacent properties. These methods are applicable to existing and proposed drain systems
that will be operational before the drainage basin is stabilized.
Drop Inlets
Drop inlets in unpaved areas shall be filtered with straw bales anchored with wooden stakes as shown in Figure
D-23. Drop Inlets in paved areas shall have gravel filters Figure D-24. Materials other than straw bales must be
demonstrated to provide the same level of treatment before acceptance by Fort Collins.
Straw bales shall be placed in a single row tightly butted end -to -end or overlapped and staked. The bales shall
be installed to a minimum depth of four inches. After bales are installed and staked, loose straw will be wedged
between bales and soil shall be backfilled three inches against the filter.
Curb-openine Inlets
Curb -opening Inlets shall be filtered with a combination of concrete blocks, 1/2 — inch wire screen and coarse
gravel (3/4 — inch) constructed according to Figure D-25, or as Approved by the Engineer.
Project Specifications - Page 13 of 32
I
' REVISION OF SECTION 208
EROSION CONTROL AND INLET PROTECTION
' Maintenance
The Contractor shall continuously maintain all erosion and sediment control features so that they function properly
' during site construction. See Detail SC-5 contained herein.
All inlet filters shall be inspected and repairs made after each runoff event. Sediments shall be removed when
one half the design depth has been filled. Removed sediments shall be deposited in an area tributary to a
sediment basin. Sediments shall be removed immediately from the traveled way of roads and streets.
METHOD OF MEASUREMENT
Subsection 208.11 shall include the following:
Payment will be made by each inlet protection at each location within the area as required by the Engineer. When
work begins in a new area, an additional payment will be made for protection of the inlet locations in the new area as
' designated by the Engineer.
The length shall be sufficient to protect the opening and sides of the inlet grate. Excessive lengths shall not be paid.
When a protection device is installed at a new location, whether the protection device is new or has been relocated,
an additional payment will be made for the protection of the location.
Excavation required for removal of accumulated sediment from traps, basins, and other clean out excavation of
accumulated sediment, and the disposal of such sediment, shall be considered incidental to the work and not paid
separately.
Street sweeping will not be measured or paid for separately but shall be incidental to the work.
' Erosion control measures used during saw cutting are considered incidental to all saw cutting
operations and shall not be paid for separately.
' Concrete/truck washout area is considered incidental to the work and shall not be paid for separately.
A protection device shall be installed on the down hill side of the truck washout area and shall be considered
incidental to the work and not be paid for separately.
BASIS OF PAYMENT
Subsection 208.12 shall include the following:
Payment will be made under:
Pav Item Unit
Stormwater Protection - Rock filled Wattle Each
The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment,
' and incidentals and for doing all work involved in installing, maintaining, and removing when required, erosion
control measures, as specified in these specifications, as shown on the plans, and as directed by the Engineer.
END OF SECTION
' Project Specifications - Page 14 of 32
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REVISION OF SECTION 212 '
SEEDING, FERTILIZER AND SODDING
Section 212 of the Standard Specifications is hereby revised as follows:
,
DESCRIPTION
Subsection 212.01 shall include the following:
,
This work shall consist ofsoil preparation and fumishing and placing topsoil and blue grass sod in accordance with
these specifications, accepted horticulture practice, and in reasonably close conformity with the locations and details
shown on the plans or as designated. This work shall not include locations of concrete repair in which grade
changes and additional work does not occur. See Section 107, "Protection and Restoration of Property" found
herein.
MATERIALS
,
Subsection 212.02 shall include the following:
Topsoil Topsoil shall conform to the requirements of Section 107 "Protection and Restoration of Property"
'
found herein.
Sod Bluegrass sod shall be nursery grown, 99% Kentucky Blue Grass and 99% weed free. Other sod type
'
may be used only if approved in writing by the Engineer. The 1% allowable weeds shall not include
any undesirable perennial or annual grasses or plants. Soil thickness of sod cuts shall not be less than
3/4 inch nor more than one inch. Sod shall be cut in uniform strips with minimum dimensions of 12
inches in width and 43 inches in length. The Contractor shall submit a sample of the sod he proposes to
furnish. Said sample shall serve as a standard. Any sod furnished, whether in place or not, that is not
up to the standard of the sample may be rejected. Sod that has been cut for more than 24 hours shall not
be used.
'
Each load of sod shall be accompanied by a certificate from the grower stating the type of sod, and the
date and time of cutting.
CONSTRUCTION REQUIREMENTS
,
Subsection 212.05 shall include the following:
Sodding:
Soil Preparation: The area shall be cleaned with a minimum depth of four (4) inches (where topsoil does not exist)
and a minimum width of one (1) foot, all irregularities in the ground surface shall be removed, and all edges clean
,
and vertical. Sticks, stones, debris, and other similar material more than inch in diameter shall be removed. Any
objectionable depressions or other variances from a smooth grade shall be corrected.
Topsoil Placement: Topsoil shall be placed and compacted with a minimum depth of four (4) inches. The amount
of compaction required shall be as directed by the Engineer.
Sod Placement: The minimum width for sod shall be one (1) foot. The area to be sodded shall be smooth. The sod
shall be laid by staggering joints with all edges touching. On any slopes, the sod shall run approximately parallel to
the slope contours. The Contractor shall water the sod once and notify the property owner in writing of the nature of
the work that has taken place and that the sod will only be watered once. '
Sod placemendreplacement required due to Contractor negligence shall follow the requirements of this section but
will not be measured and paid for under the terms of this contract.
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Project Specifications - Page 15 of 32 '
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REVISION OF SECTION 212
SEEDING, FERTILIZER AND SODDING
BASIS OF PAYMENT
Subsection 212.08 shall include the following:
No measurement for payment shall be made for re -sodding lawn damaged by the Contractor adjacent to new
concrete, when the grade of the existing lawn reasonably matches the grade of the new concrete. Re -sodding in this
instance shall be considered incidental to the work being performed.
' In areas where the Engineer directs new work or the reconstruction areas require grade adjustment, the
placement of topsoil, sod, and sprinkler relocation will be provided by the City under separate contract.
Payment will be made under:
Pav Item Unit
' 212.01 Sod Square Foot
212.02 Landscape/[rrigation Labor Hour
The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment,
and incidentals and for doing all work involved in the placement of Seeding, Fertilizer and Sodding, complete -in -
place, including removal, haul, disposal, and water, as shown on the plans, as specified in these specifications, and
as directed by the Engineer.
' END OF SECTION
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' Project Specifications - Page 16 of 32
REVISION OF SECTION 304
AGGREGATE BASE COURSE
Section 304 of the Standard Specifications is hereby revised as follows:
MATERIALS
Subsection 304.02 shall include the following:
Aggregate Base Course shall meet the grading requirements for Class 5. Recycled asphalt or recycled concrete may
be substituted for Aggregate Base Course as directed by the Engineer.
NIETHOD OF MEASUREMENT
Subsection 304.07 shall include the following:
Aggregate Base Course will be measured by the ton at the proper moisture. Haul and water necessary to bring
mixture to optimum moisture content will not be measured and paid for separately, but shall be included in the
contract unit price for Aggregate Base Course.
Aggregate Base Course will be paid at a fixed 90% of the total amount used. The remaining 10% is intended to
cover incidentals such as temporary patching, wash pits, form board reinforcement, and storm water protection.
Failure to protect open excavations, or any other use not directly related to the Work, shall not be measured or paid
for separately but shall be included in the Work.
Borrow that is placed as a result of excavation of unsuitable subgrade will be paid for at the unit price for Borrow
under Revision of Section 203, Excavation and Embankment.
Load slips shall be consecutively numbered for each day, and submitted to the Engineer daily.
The accepted quantities for Aggregate Base Course will be paid for at the contract unit price per ton
BASIS OF PAYMENT
Subsection 304.03 shall include the following:
Payment will be made under:
Pav Item
304-01 Aggregate Base Course
Unit
Ton
The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment,
and incidentals and for doing all work involved in the placement of Aggregate Base Course, complete -in -place,
including haul and water, as shown on the plans, as specified in these specifications, and as directed by the Engineer.
END OF SECTION
Project Specifications - Page 17 of 32
REVISION OF SECTION 403
HOT MIN ASPHALT - PATCHING
Section 403 of the Standard Specifications is hereby revised as follows:
DESCRIPTION
Subsection 403.01 shall include the following:
This work consists of the placement of hot mix asphalt as a temporary repair to provide vehicle or pedestrian access,
' until such time as the permanent repair can be made.
CONSTRUCTION REQUIREMENTS
' Subsection 403.03 shall include the following:
In all concrete repair locations, the Contractor shall remove no more than six (6) inches of asphalt pavement. The
pavement areas shall be temporarily patched with a minimum of two (2) inches of hot mix asphalt, up to a maximum
depth of six (6) inches. These locations shall be paid under the Contract Unit Price for Temporary Patching.
Prior to installation of the temporary asphalt patching the Contractor shall use a bond breaking material
approved by the Engineer which shall be applied to the face of the new concrete adjacent to the temporary
patch installation.
METHOD OF MEASUREMENT
' Subsection 403.04 shall include the following:
The accepted quantities for Temporary Patching will be measured and paid for at the contract unit price per ton.
Pavement cutting, excavation, subgrade preparation, haul, disposal, and bituminous materials will not be measured
or paid for separately, but shall be included in the contract price for Temporary Patching.
Load slips shall be consecutively numbered for each day and shall include the batch time.
BASIS OF PAYMENT
' Subsection 403.05 shall include the following:
Payment will be made under:
' Pav Item Unit
403.01 Temporary Patching Ton
' The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment,
and incidentals and for doing all the work involved in Temporary Patching, including pavement cutting, excavation,
haul, disposal, surface preparation, and bituminous materials, complete -in -place, as shown on these plans, as
specified in these specifications, and as directed by the Engineer.
END OF SECTION
Project Specifications - Page l3 of 32
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REVISION OF SECTION 604
INLETS AND CULVERTS
Section 604 of the Standard Specifications is hereby revised as follows: '
DESCRIPTION
Subsection 604.01 shall include the following: '
This work shall consist of the installation of, or removal and replacement of inlets, inlet decks, and sidewalk culverts
in accordance with these specifications, and in reasonably close conformity with the lines and grades shown on the ,
plans or established by the Engineer.
CONSTRUCTION REQUIREMENTS
Subsection 604.04 shall include the following: '
The existing frames, grates, bonnets and angle iron faces shall be salvaged and reused in the reconstruction of
the inlet deck or replacement of the inlet. Salvable material shall remain the property of the City of Fort Collins, ,
and shall be stockpiled by the Contractor at specified locations within the project limits. The Contractor shall
safeguard salvable materials and shall be responsible for the expense of repairing or replacing damaged or missing
material until it is incorporated into the work, or is loaded onto City equipment by the Contractor. '
If the frame, grate, bonnet or angle iron face cannot be salvaged, the City may provide the replacement material for
all inlet types. In the event the City cannot provide material for the Modified Type 13 Curb Inlets, the Contractor
shall supply new material. This item shall include the frame, grate and adjustable curb bonnet for a Modified Type '
13 Curb Inlet, and will be paid as "Modified Type li Curb Inlet - Materials Only". This item will be paid in
addition to the "Remove & Replace" or "Reconstruct Deck' inlet items.
All reinforcing steel encountered during removal shall be replaced with new steel of the grade and size as shown on ,
the detail found herein.
The "Metal Sidewalk Culvert with 5/8" Plate" item shall include a new frame and plate. The existing frame
and plate shall be salvaged to the maximum extent feasible. Salvable material shall remain the property of the City
of Fort Collins.
When concrete is to be removed and replaced around an existing grate without disturbing the deck or box, this shall '
not constitute Reconstruct Inlet Deck. These locations shall be measured and paid for separately under the items
described in Revision of Sections 608 and 609 - Sidewalks, Curb and Gutter, Drive Approaches, Aprons and
Crosspans found herein.
Expansion joint material shall be installed every 500' in long runs and between new structure slabs and existing '
concrete slabs, where called for, and around fire hydrants, poles, inlets, sidewalk culverts, mid -block ramps, radius
points at intersections, and other fixed objects, i.e. ends of sidewalk slabs and curbs. Expansion joint material must
be set vertical and installed in accordance with the CDOT M&S Standards for Concrete Pavement Joints. Thejoint '
shall be edged with a suitable edging tool and sealed in accordance with CDOT Section 412.1S. Expansion and
caulking shall be paid as "Expansion and Caulking' by the lineal foot.
Erosion control measures used during sawcutting are considered incidental to all sawcutting operations and shall not
be paid for separately.
Project Specifications - Page 19 oF32 '
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REVISION OF SECTION 604
INLETS AND CULVERTS
METHOD OF MEASUREMENT
Subsection 604.06 shall include the following:
Reconstruct Deck shall include the deck reconstruction of existing inlets, including
two, three and a half foot (3.5')
transitions, measured from inside face of box, on each side. Inlets with openings
greater than those defined on the
detail shall be paid for as "Reconstruct Deck" per each, plus "Reconstruct Deck Additional
Foot Opening" per lineal
foot.
BASIS OF PAYMENT
Subsection 604.07 shall include the following:
Payment will be made under:
Pav Item
Unit
604.01 Type R Inlet — Remove & Replace (4' Opening)
Each
604.02 Type R Inlet — Reconstruct Deck (4' Opening)
Each
604.03 Type R Inlet — Reconstruct Deck Additional Foot Opening
Lineal Foot
604.04 Catch Basin Inlet - Remove & Replace
Each
604.05 Catch Basin Inlet - Reconstruct Deck
Each
604.06 Catch Basin Inlet - Reconstruct Deck Additional Foot Opening
Lineal Foot
604.07 Modified Type 13 Curb Inlet - Remove & Replace
Each
604.08 Modified Type 13 Curb Inlet - Reconstruct Deck
Each
604.09 Modified Type 13 Curb Inlet - Materials Only
Each
604.10 Concrete Sidewalk Culvert - Remove & Replace
Each
604.11 Metal Sidewalk Culvert with 5/8" Plate - Remove & Replace
Each
604.12 Additional Square Foot 5/8" Plate
Square Foot
The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment,
and incidentals and for doing all work involved in Inlets, including demolition, disposal, reinforcement and
replacement, complete -in -place, as specified in these specifications, as shown on the plans, and as directed by the
Engineer.
END OF SECTION
Project Specifications - Page 20 of 32
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SECTION 00600
BONDS AND CERTIFICATES
00610
Performance
Bond
00615
Payment Bond
00630
Certificate
of Insurance
00635
Certificate
of Substantial Completion
00640
Certificate
of Final Acceptance
00650
Lien Waiver
Release (CONTRACTOR)
00660
Consent of
Surety
00670
Application
for Exemption Certificate
REVISION OF SECTION 608 AND 609
SIDEWALKS, CURB & GUTTER, DRIVE APPROACHES, APRONS,
CROSSPANS, AND CONCRETE PAVEMENT
Sections 608 and 609 of the Standard Specifications are to be deleted and replaced with the Larimer County Urban Area
Street Standards, latest revision, except as noted herein:
DESCRIPTION
This work consists of the construction of concrete sidewalks, curb and gutter, drive approaches, aprons, crosspans,
curb ramps and concrete pavement in accordance with these specifications and in conformity with the lines and
grades shown on the plans or established.
MATERIALS
The mix designs for all types of concrete to be utilized shall be determined by the Contractor and submitted to the
Engineer and approved a minimum of one week prior to the beginning of construction.
Cement used shall conform to the Standard Specification for Portland Cement, ASTM C 150-85, AASHTO M85,
Type 1, Type 1/11, or Type 111.
The air content shall be four and one-half (4-1/2) to seven and one-half (7-1/2) percent.
"High Early" concrete shall be used for concrete repair locations. "High Early" concrete shall have a specified
compressive strength of4000 psi and a minimum 48 hour compressive strength of 3000 psi. The concrete shall have
a maximum water/cement ratio of 0.45. The type of concrete used for a particular location shall be approved by the
Engineer. See also Section 2.05, `Rigid Pavement Design', and Section 4.2.4., 'Concrete Streets', of the City of Fort
Collins Design Criteria and Standards for Streets."
Water Reducing Agents shall conform to ASTM C 494-82.
Accelerating Agents shall conform to ASTM C 494-82. Calcium Chloride shall not be utilized as an accelerating
agent.
The Contractor shall furnish a load slip containing the information required by AASHTO M157, Section l3,
Subsection 13.1 and 13.2, with each batch of concrete. In addition, the type of concrete (mix code) shall be shown
on each load slip. Concrete delivered without a load slip containing complete information as specified will be
subject to rejection.
Curing materials shall be white pigmented liquid linseed oil based or paraffin based curing compound, and shall
conform to ASTM Specification C 309-81 Type 11, Class B. The application rate for curing compound shall be 150
sq. ft./gal. for all concrete. The curing compound shall be applied immediately upon completion of the finishing.
CONSTRUCTION REQUIREMENTS
The Remove Concrete item shall include removal and disposal or salvage of existing asphalt, concrete, or flagstone.
This item shall only be paid where the Engineer directs removal that is not already being paid under another item.
Care shall be taken during removal of fillets to protect the existing concrete from damage. Any damage to the
existing concrete shall be repaired or replaced at the Contractors expense.
Monolithic hybrids of curb, gutter, sidewalk and highback vertical curb and gutter will be replaced using the same
configuration as it was originally installed, unless a flaw in its engineering should become apparent. In these cases
the design may be modified by the Engineer.
Project Specifications - Page 21 of 32
' REVISION OF SECTIONS 608 AND 609
SIDEWALKS, CURB & GUTTER, DRIVE APPROACHES, APRONS,
CROSSPANS, AND CONCRETE PAVEMENT
' The finished exposed surface and edging of the concrete will match as closely as possible the surface treatment of
the surrounding existing concrete.
' In locations where concrete pavement is replaced, the new pavement shall have a minimum thickness of 8". Existing
pavement shall be saw cut to obtain a straight and neat edge for paving and shall be deep enough to cut through the
entire pavement thickness. All joints shall be sealed with an asphalt tiller compound, or approved equal, in
accordance with the detail for "Concrete Pavement Joints" contained herein. The cost for joint sealing shall
be included in the contract unit price for "Concrete Pavement."
The top of the new pavement shall be even with the existing concrete pavement. The concrete shall be
consolidated with a mechanical vibrator.
All construction joints shall be doweled except for expansion joints, joints along existing curb and gutter, and
contraction joints-, in accordance with the detail for "Concrete Pavement Joints" contained herein.
In addition, dowels shall be 16" smooth #5 bars. The dowels shall be placed in drilled holes, I2" OC. Dowels
shall fit snugly into 8" deep drilled holes, or shall be epoxy grouted.
In locations where concrete pavement is being replaced, the construction joint (s) shall be constructed in
'
accordance with the detail for "Concrete Pavement Joints" contained herein. This item will not be measured or
paid for separately under the terms of this contract.
tThe
maximum spacing for transverse joints in crosspans and concrete pavement shall be ten (10) feet.
All construction joints for crosspans and/or aprons adjacent to new or existing concrete shall be constructed in
accordance with the detail for "Concrete Construction Joints" contained herein. This item will not be measured or
'
paid for separately under the terms of this contract.
Restoration of landscape shall be in accordance with Revision of Section 107, "Protection and Restoration of
'
Property and Landscape" found herein. The time frame for restoration shall be within two (2) working days from
the time the concrete was placed for backfill with topsoil and by no later than the end of the first working day of the
following week for sod replacement.
The Contractor shall be responsible for the protection of the subgrade/base course until the concrete is placed.
The Contractor shall protect the concrete against moisture loss, rapid temperature change, rain, flowing water,
mechanical injury, pedestrian and vehicular traffic, and Contractor's equipment for a minimum of 36 hours after the
placement of curing compound for 48 hour high early concrete. Concrete blankets shall be used when the
temperature is expected to fall to 32°F or below within 36 hours after placement of curing compound for 48
hour high early concrete. Asphalt patching against fresh concrete shall not be permitted during the time frames for
'
protection ofconcrete stated above.
The debris immediately adjacent to a concrete repair location shall be completely cleaned up on the work day
following the placement of the concrete. If required, the concrete shall be protected as stated above. Any damage
'
caused during the cleanup process shall be the Contractor's responsibility.
The Contractor shall utilize forms approved by the Engineer for the tabulation of concrete quantities.
Concrete washout/truck washout shall be contained in such a manner that no visual evidence of cement or aggregate
spoils remains on the site. In addition, direct washout to curb and gutter flow lines or inlet structures is prohibited.
Washout may be accomplished by use of a designated spoils/base pile, as described in Section 208 of the Standard
' Specifications, or at an identified off -site location. tblethods shall be submitted for approval by the Engineer.
Project Specifications - Page 22 of 32
REVISION OF SECTIONS 608 AND 609
SIDEWALKS, CURB & GUTTER, DRIVE APPROACHES, APRONS,
CROSSPANS, AND CONCRETE PAVEMENT
Flagstone sidewalk, brick pavers and trolley roadbed bricks shall be salvaged to the maximum extent feasible. All
flagstones, pavers and bricks shall become the property of the City of Fort Collins. Flagstones shall be hauled by the
Contractor and delivered to the City's site located at 1500 Hoffman Mill Road. This item will not be measured or
paid for separately, but shall be considered incidental to the related remove and replace item.
In areas where the Engineer directs the re -setting of flagstone, the existing llagstone shall be salvaged and reset on
compacted base. The elevation of the flagstone shall match as closely as possible the surface treatment of the
surrounding existing area.
METHOD OF NIEASUREMENT
Sawcutting related to the items in this section shall be considered a subsidiary obligation of the Contractor,
and shall not be measured or paid for separately.
Erosion control measures used during sawcutting are considered incidental to all sawcutting operations and shall not
be paid for separately.
Pedestrian Access Ramp shall be measured by the square foot and shall include the area between the back of the
curb and both points of curvature, if on the radius, or the top of transition if mid -block.
Pedestrian Access Ramp— Highback Curb shall be measured by the square foot. The length shall be measured
from the back of the curb to the top of the transition at the back of the ramp, and the width shall be treasured at the
midpoint.
All pedestrian access ramps shall be placed in accordance with the details contained herein. The ramp items shall
include all labor, materials (except truncated domes), equipment and incidentals, including removal, saw -cutting,
haul and disposal, and for doing all the work involved in removal and replacement of pedestrian access ramps.
Truncated dome panels shall be placed on all pedestrian access ramps. Truncated Dome Panel will be paid in
addition to the ramp item. This item shall include all labor, materials, and surface preparation to supply and place
the panels at pedestrian access ramps. Truncated dome panels shall be red pre -fabricated concrete or cast iron,
and shall meet all ADA requirements. The type of truncated dome panels to be used shall be submitted to the
Engineer for approval prior to installation. Dome panels shall be placed at the same time as the initial ramp
placement. All panels shall be epoxied on the non -exposed surfaces prior to being set in wet concrete.
Apron 8" shall be paid by the square foot and when installed on a radius shall include the area from the back of the
curb to the apron legs and from point of curvature to point of curvature.
Expansion joint material shall be installed every 500' in long runs and between new structure slabs and existing
concrete slabs, where called for and around fire hydrants, poles, inlets, sidewalk under -drains, mid -block ramps,
radius points at intersections, and other fixed objects, i.e. ends ofsidewalk slabs and curbs. Expansionjoint material
must be set vertical and installed in accordance with the CDOT M&S Standards for Concrete Pavement Joints. The
joint shall be edged with a suitable edging tool and sealed in accordance with CDOT Section 412.18. This item will
be paid as Expansion and Caulking by the lineal foot.
Alley Approach 8" shall be measured by the square foot and shall include 4 feet behind the back of the curb and
shall be measured from the lip of the gutter (if the gutter has been removed) to the back of the sidewalk and the
width shall be measured at the midpoint.
Reset Flagstone shall be measured by the square foot of reset area.
Project Specifications - Page 23 oF32
I
1
[]
I
REVISION OF SECTIONS 608 AND 609
SIDEWALKS,
CURB & GUTTER, DRIVE APPROACHES, APRONS,
CROSSPANS,
AND CONCRETE PAVEMENT
Haul & Dispose
Concrete with Wire shall be paid for separately by the ton only when the
Hoffman Mill site does
not accept concrete with wire. Weight slips shall be required for each load transported to locations other than
Hoffman Mill.
BASIS OF PAYMENT
Payment will
be made under:
Pav Item
Unit
608.01
Remove Concrete
Square Foot
608.02
Remove and Haul Fillets
Each
608.03
Apron 8" - Remove & Replace
Square Foot
608.04
Crosspan 8" - Remove & Replace
Square Foot
608.05
Driveover Curb and Gutter and 6" Sidewalk - Remove & Replace
Lineal Foot
608.06
Driveover Curb and Gutter No Sidewalk - Remove & Replace
Lineal Foot
608.07
Vertical Curb and Gutter and 6" Sidewalk - Remove & Replace
Lineal Foot
608.08
Vertical Curb and Gutter No Sidewalk - Remove & Replace
Lineal Foot
608.09
Vertical Outfall Curb and Gutter - Remove & Replace
Lineal Foot
608.10
Barrier Curb 12" — Remove & Replace
Lineal Foot
608.11
Hollywood Curb and Gutter and 6" Sidewalk - Remove & Replace
Lineal Foot
608.12
Hollywood Curb and Gutter No Sidewalk - Remove & Replace
Lineal Foot
608.13
Highback Curb and Gutter No Sidewalk - Remove & Replace
Lineal Foot
608.14
Pedestrian Access Ramp - Remove & Replace
Square Foot
608.15
Pedestrian Access Ramp Highback Curb - Remove and Replace
Square Foot
608.16
Truncated Dome Panel
Square Foot
608.17
Flatwork 4" - Remove & Replace
Square Foot
608.18
Flatwork 6"- Remove & Replace
Square Foot
608.19
Replace Flatwork— l" Additional Depth
Square Foot
608.20
Colored Concrete 4" San Diego Buff— Up Charge
Square Foot
608.21
4' Valley Pan 6" — Remove & Replace
Square Foot
Project Specifications - Page 24 of 32
REVISION OF SECTIONS 608 AND 609
SIDEWALKS, CURB & GUTTER, DRIVE APPROACHES, APRONS,
CROSSPANS, AND CONCRETE PAVEMENT
608.22 Concrete Pavement 8" - Remove & Replace
Square Foot
608.23 Alley Approach 8" - Remove & Replace
Square Foot
608.24 Expansion & Caulking
Lineal Foot
608.25 Splashblock 4"
Square Foot
608.26 Exposed Aggregate 4" — Up Charge
Square Foot
608.27 Reset Flagstone
Square Foot
608.28 Haul & Dispose Concrete with wire
Ton
The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment,
and incidentals, and for doing all the work involved in Sidewalks, Curb & Gutter, Drive Approaches, Aprons,
Crosspans, and Concrete Pavement, complete -in -place, including removal, sawcutting, haul and disposal, as shown
on the plans, as specified in these specifications, and as directed by the Engineer.
END OF SECTION
Project Specifications - Page 25 of 32
REVISION OF SECTION 630
CONSTRUCTION ZONE TRAFFIC CONTROL
Section 630 of the Standard Specifications is hereby revised as follows:
DESCRIPTION
Subsection 630.01 shall include the following:
This work shall consist of furnishing, installing, moving maintaining and removing temporary construction traffic
control devices, including but not limited to signs, advance warning arrows panels, variable message boards,
barricades, channelizing devices, and delineators as required by the latest revision ofthe City of Fort Collins "Work
Area Traffic Control Handbook," "Manual on Uniform Traffic Control Devices for Streets and Highways"
(MUTCD), the current Larimer County Urban Area Street Standards (LCUASS), and the Colorado Department of
' Transportation Road and Bridge Standard Specifications.
In the event of a conflict between the MUTCD criteria and the City's criteria, the City's criteria shall govern.
When a device is not in use, the Contractor shall remove it from the project for the period it is not needed. Devices
temporarily not in use shall, as a minimum, be removed from the area. Moving will include devices removed from
the project and later returned to use. Payment shall be made for the maximum number of each type of traffic control
' device being used at one given time per day.
Traffic control devices shall be placed and/or stored in the City right-of-way in such a manner that minimizes the
hazards to pedestrians, bicyclists and vehicles.
Traffic control devices shall be removed from the site immediately upon completion of the work for any
street(s).
' MATERIALS
Subsection 630.02 shall include the following:
All traffic control devices placed for this project must meet or exceed the minimum standards set forth in The City of
Fort Collins Work Area Traffic Control Handbook and the MUTCD. All traffic control devices shall be clean and in
good operating condition when delivered and shall be maintained in that manner on a daily basis. All traffic control
devices shall be clearly marked and free of crossed out information or any other form of defacement that detracts
from the purpose for which they are intended (i.e. crossed out information, information written in long -hand style,
etc.)
Additionally, any sign blank with sign faces on both sides must have the back sign face covered when in use to
avoid confusion to motorists traveling in the opposite direction and other potentially affected parties, such as
residents affected by any information the sign may present.
CONSTRUCTION REQUIREMENTS
Subsection 630.09 shall include the following:
' TRAFFIC CONTROL PLAN
Traffic control through the construction areas is the responsibility of the Contractor.
' For all locations, a Traffic Control Plan shall be prepared. The Traffic Control Plans shall be on City supplied
forms. The Traffic Control Plans shall be submitted for approval to the Engineer by 3:00 a.m., two working days
prior to the commencement of work. (Note: Traffic Control Plans for work done on Monday and Tuesday shall be
' submitted the previous Friday by 3:00 a.m.)
' Project Specifications - Page 26 of 32
REVISION OF SECTION 630 '
CONSTRUCTION ZONE TRAFFIC CONTROL
Full road closure plans shall be submitted no later than Friday mornings by 8:00 a.m. for projects starting the '
following week. All plans shall be delivered to City Engineering, 281 North College Avenue. Facsimiles of plans
shall not be allowed. No phase of the construction shall start until the Traffic Control Plan has been approved.
Failure to have an approved Traffic Control Plan shall constitute cause for the City to stop work, as well as the
Contractor's forfeiture of payment for all work and materials at that location, with no adjustment in the contract time. '
All costs associated with Traffic Control Plan review will not be measured or paid for separately, but shall be
considered incidental to the Work. '
The Traffic Control Plan shall include, as a minimum, the following:
(1) A detailed diagram which shows the location of all sign placements, including advance construction
signs (if not previously approved) and speed limit signs; method, length and time duration for lane
'
closures, and location of flag persons.
(2) A tabulation of all traffic control devices shown on the detailed diagram including, but not limited to:
construction signs; vertical panel; vertical panel with light; Type I, Type 11, and Type III barricades;
cones; drum channelizing devices; advance warning flashing or sequencing arrow panel. Certain
traffic control devices may be used for more than one operation or phase. However, all devices
required for any particular phase must be detailed and tabulated for each phase.
(3) Number of flaggers to be used.
(4) Parking Restrictions to be in affect.
'
Approval of the proposed method of handling traffic is intended to indicate those devices for which payment is to be
made. Such approval does not relieve the Contractor of liability specifically assigned to him under this contract.
'
Parking Restriction Plans shall be submitted and approved which show the location and quantity of"NO PARKING"
signs, the date to be placed, and the date to be removed. The plans shall be prepared on City supplied forms. The
Parking Restriction Plans shall be submitted to the Engineer by 8:00 a.m., two working days prior to the
'
commencement of work. (Note: Parking Restriction Plans for work done on Monday and Tuesday shall be
submitted the previous Friday by 8:00 a.m.) All plans shall be delivered to City Engineering, 281 North College
Avenue. Facsimiles of plans shall not be allowed. No phase of the construction shall start until the Parking
Restriction Plan has been approved. Failure to have an approved Parking Restriction Plan shall constitute cause for
'
the City to stop work, as well as the Contractor's forfeiture of payment for all work and materials at that location,
with no adjustment in the contract time. The cost for preparing and submitting the traffic control plan shall be
included in the contract unit price for Traffic Control Supervisor.
'
Subsection 630.10 shall include the following:
TRAFFIC CONTROL MANAGEMENT
Traffic Control Management shall be performed by a Traffic Control Supervisor JCS). The TCS(s) shall possess a
current American Traffic Safety Services Association (ATSSA) certification as a Worksite Traffic Control
Supervisor or Colorado Contractor's Association (CCA) certification as a Traffic Control Supervisor. (Proof of
,
certification shall be presented to the City Traffic Control Manager, and when requested by a Engineer, for each
TCS utilized on this project.)
1
Project Specifications - Page 27 of 32 ,
1
' REVISION OF SECTION 630
CONSTRUCTION ZONE TRAFFIC CONTROL
' One TCS shall be designated as the Head TCS. The Head TCS shall have a minimum of one year experience as a
certified TCS. Qualifications shall be submitted to the Engineer for approval a minimum of one week prior to
commencement of the work. The Head TCS shall be on site at all times during the construction when payment is
made under the contract unit price for Traffic Control Supervisor per day. When the TCS is being paid under the
TCS per hour item, time spent on site may be modified by the Engineer, as needed, based on the size and complexity
of the project, location of work, duration of the project, traffic factors, weather, and roadway characteristics.
The TCS shall be equipped with a cellular phone. The cost of this phone shall be incidental to the day or hour pay
unit for TCS.
It is the intent of the specifications that the Head TCS be the same throughout the project. If the Head TCS is to be
replaced during the project, the Engineer shall be given a minimum of one (1) weeks notice and qualifications shall
be submitted for approval for the replacement.
' The Head TCS will be paid for under the TCS item.
The TCS's duties shall include, but not be limited to:
(1) Preparing, revising and submitting Traffic Control Plans as required. (Review fees will not be
'
measured or paid for separately, but shall be considered incidental to the Work.)
(2) Direct supervision of project flaggers.
'
(3) Coordinating all traffic control related operations, including those of the Subcontractors and suppliers.
(4) Coordinating project activities with appropriate police and fire control agencies, Transfort, school
districts and other affected agencies and parties prior to construction. Typed hand delivered
notification to all businesses and residents at least 24 hours prior to construction. (The notification of
residents and businesses may be accomplished by a representative of the TCS.)
'
(5) Maintaining a project traffic control diary which shall become part of the City's project records.
(6) Inspecting traffic control devices on every calendar day for the duration of the project.
(7) Insuring that traffic control devices are functioning as required.
(3) Overseeing all requirements covered by the plans and specifications which contribute to the
convenience, safety and orderly movement of traffic.
'
(9) Flagging.
(10) Setting up traffic control devices.
Notification of residents and businesses shall be the responsibility of the TCS and shall consist ofdistributing letters
'
indicating the nature of the work to be completed, any special instructions to the residents (i.e. limits on lawn
watering during concrete pouring, etc.), the dates and times of the work, and the parking and access restrictions that
will apply, as well as thorough information placed on "NO PARKING" signs. Sample letters will be provided by the
Engineer and shall be distributed prior to the commencement of each phase of the work. Letters shall be submitted
'
with the Traffic Control Plans for approval. Approved letters shall be distributed a minimum of 24 hours prior to the
commencement of work. (Note: The time frame criteria for distributing letters are the same as for posting "NO
PARKING" signs.) The cost for preparing and distributing the letters shall be included in the cost for TCS.
' Project Specifications - Page 28 of 32
REVISION OF SECTION 630
CONSTRUCTION ZONE TRAFFIC CONTROL
Traffic control management shall be maintained on a 24 hour per day basis. The Contractor shall make
arrangements so that the Traffic Control Supervisor or their approved representative will be available on every
working day, "on call" at all times and available upon the Engineer's request at other than normal working hours.
All costs associated with "on call" service, excluding actual hours worked, shall be included in the contract unit
price for Traffic Control Supervisor.
The TCS's will be paid only for days the Contractor works, and as directed by the Engineer. On weekends and other
days the Contractor is not working, the TCS will not be paid. Time spent maintaining signs on the weekends,
holidays, bad weather days, and other days the Contractor does not work shall be included in the unit prices
for the equipment. Time spent setting up equipment, modifying equipment, maintaining equipment, and
picking up equipment shall be included in the unit prices for the equipment.
All traffic control devices shall be placed under the supervision of a Traffic Control Supervisor.
The Traffic Control Supervisor shall have up to date copies of the City of Fort Collins"' Work Area Traffic Control
Handbook", and Part VI of the MUTCD, pertaining to traffic controls for street and highway construction, available
at all times.
METHOD OF MEASUREMENT
Subsection 630.14 shall include the following:
Quantities to be measured for construction traffic control devices shall be the number of units of the various sizes
and descriptions listed below:
Construction Traffic Signs: Size A Signs - 0.01 to 9.00 Square Feet
Size B Signs - 9.01 to 16.00 Square Feet
"NO PARKING" Sign with Stand will be measured and paid for separately and not included in the item for Size A
Signs. "NO PARKING" Sign with Stand shall consist of metal sign attached to a device (stand) such as a Vertical
Panel or Type I Barricade. The sign material and stand shall be approved by the Engineer. The sign material and
stand will not be measured and paid for separately but shall be included in the Contract Unit Price for "NO
PARKING" Sign with Stand. The cost for "NO PARKING" Sign with Stand shall include delivery, rental,
setup, modification, maintenance, and pickup.
"NO PARKING" signs must remain in place until the street is open to traffic. The "NO PARKING" signs shall be
in effect for one or two days only.
Traffic channelizing devices consisting of vertical panel, cones, or drum channelizing devices will be measured by
the unit. Barricade warning lights shall be measured and paid for separately if approved by the Engineer. Advance
Warning Flashing or Sequencing Arrow Panels will be measured by the unit.
The number of Traffic Control Supervisors shall be approved by the Engineer prior to each days work. The quantity
to be measured for Traffic Control Supervisor will be the number of authorized days performed by the Traffic
Control Supervisor or his approved representative. An authorized day shall be any day, or portion of a day,
authorized by the Engineer, that construction operation would require a Traffic Control Supervisor. "On
Call" and project inspections on all other days will not be measured and paid for separately but shall be
included in the work.
The cost for setting up equipment, modifying equipment, maintaining equipment, and picking up equipment (not
including "NO PARKING" Sign with Stand) during authorized days shall be included in the Contract Unit Price for
Traffic Control Supervisor. If a TCS(s) is used for an authorized clay, but not for the entire day, the TCS shall be
paid at the Contract Unit Price for "Traffic Control Supervisor" at the per hour rate.
Project Specifications - Page 29 of 32
[1
REVISION OF SECTION 630
CONSTRUCTION ZONE TRAFFIC CONTROL
' The quantity to be measured for flagging will be the total number of hours that flagging is actually used as
authorized. Hours of flagging in excess of those authorized shall be at the Contractor's expense. Flagger breaks
shall be included in the Contract Unit Price for Flagging. The method for covering Fagger breaks shall be approved
by the Engineer.
Flagging outside of the construction work hours will not be paid for under the terms of this contract unless
authorized in writing by the Engineer.
' Flagger stand-by time will not be paid for under the terms of this contract.
In locations where traffic control is set up and the work is not performed due to Contractor caused delays, the traffic
control shall not be paid for under the terms of this contract. The costs for advance warning "NO PARKING" signs
for periods in excess of 24 hours prior to the advancement of work, including those instances when said signs have
been changed or otherwise updated to reflect current schedules, will not be paid for under the terms of this contract
unless authorized by the Engineer in writing. In addition, the Owner shall deduct from compensation due the
Contractor $10.00 for each traffic control device per day for said conditions, including "NO PARKING" signs and
any signs which are not removed from the site immediately upon completion of the work.
' BASIS OF PAYMENT
Subsection 630. 15 shall include the following:
The cost for Traffic Control Devices, not including "NO PARKING" Sign with Stand, shall include delivery, rental,
and pickup. The cost for setting up equipment, modifying equipment, and maintaining equipment will be paid for
under the Contract Unit Price for TCS as described above.
' The cost for "NO PARKING" Sign with Stand shall include delivery, rental, setup, modification, maintenance, and
pickup.
' Payment shall be full compensation for furnishing, erecting, maintaining, moving, removing and disposing of
construction traffic control devices necessary to complete the work. All construction traffic control devices which
are not permanently incorporated into the project will remain the property of the Contractor.
The initial manufacturing will be paid for Specialty Signs per unit and the actual use paid for under the appropriate
'
unit cost for Size A or Size B sign. This item shall apply to new signs only. Once manufactured, they may be used
throughout the project. Upon completion of the work, the Specialty Signs shall be returned to the Contractor.
The accepted quantities will be paid for at the contract unit price for each of the pay items listed below:
'
METHOD OF MEASUREMENT
'
Subsection 630.16 shall include the following:
Payment will be made under:
Pav Item Unit
630.01 "No Parking" Sign with Stand Per Each Per Day
630.02 Vertical Panel without Light Per Each Per Day
630.03 Channelizing Drum without Light Per Each Per Day
630.04 Type 1/11 Barricade without Light Per Each Per Day
Project Specifications - Page 30 oF32
i
1.
SECTION 00610
PERFORMANCE BOND
Bond No. 2152138
KNOW ALL MEN BY THESE PRESENTS: that
( Firm) Northstar Concrete, Inc.
'
(Address) 1220 South Garfield, Loveland, CO 80537
(an Individual), (a Partnership), (a Corporation), hereinafter referred to as
the "Principal" and
'
( Firm) North American Specialty Insurance Company
(Address) 475 N. Martingale Road, Suite 850, Schaumburg, IL 60173
hereinafter referred to as "the Surety", are held and firmly bound unto
'
City of Fort Collins, 300 Laporte Ave, Fort Collins, Colorado 80522 a
(Municipal Corporation) hereinafter referred to as the "OWNER", in the penal
sum of Six hundred seventy thousand eight hundred forty-two and 75/100 — in lawful money of
'
the United States, for the payment of which sum well and truly to be made, we
bind ourselves, successors and assigns, jointly and severally, firmly by these
presents.
THE CONDITIONS OF THIS OBLIGATION are such that whereas the Principal entered
into a certain Agreement with the OWNER, dated the 9th day of April, 2012, a
copy of which is hereto attached and made a part hereof for the performance of
The City of Fort Collins project, 6088 Concrete Maintenance Project Phase II
'
2011 Renewal.
NOW, THEREFORE, if the Principal shall well, truly and faithfully perform its
'
duties, all the undertakings, covenants, terms, conditions and agreements of.
said Agreement during the original term thereof, and any extensions thereof
which may be granted by the OWNER, with or without Notice to the Surety and
during the life of the guaranty period, and if the Principal shall satisfy all
claims and demands incurred under such Agreement, and shall fully indemnify
and save harmless the OWNER from all cost and damages which it may suffer by
reason of failure to do so, and shall reimburse and repay the OWNER all outlay
'
and expense which the OWNER may incur in making good any default then this
obligation shall be void; otherwise to remain in full force and effect.
Rev 07/08
Section 00610 Page 1
REVISION OF SECTION 630
CONSTRUCTION ZONE TRAFFIC CONTROL
630.05 Type III Barricade without Light
Per Each Per Day
630.06 Size A Sign with Stand
Per Each Per Day
630.07 Size B Sign with Stand
Per Each Per Day
630.03 Size A Specialty Sign - Cost of Manufacturing
Each
630.09 Size B Specialty Sign - Cost of Manufacturing
Each
630.10 Cone with Reflective Strip
Per Each Per Day
630.11 Safety Fence
Per Roll Per Day
630.12 Light
Per Each Per Day
630.13 Advance Warning Flashing or Sequencing Arrow Panel
Per Each Per Day
630.14 Variable Message Board
Per Each Per Day
630.15 Traffic Control Supervisor
Per Day
630.16 Traffic Control Supervisor
Per Hour
630.17 Flagging
Per Hour
The above prices and payments shall include full compensation for furnishing all labor,
materials, tools, equipment,
and incidentals, and For doing all work involved in setup/removal/modification, notifications
and delivery for
Construction Traffic Control including vehicles, phones, sandbags, hand signs, and break
times, as specified in these
specifications and as directed by the Engineer.
The flaggers shall be provided with electronic communication devices when required.
These devices will not be
measured and paid for separately, but shall be included in the work.
The cost of batteries, electricity and/or fuel For all lighting or warning devices will not be paid for separately but will
be considered subsidiary to the item.
The Contractor may provide larger construction traffic signs than those typically used in accordance with the
NIUTCD, if approved; however, payment will be made for the typical panel size.
The City shall not be responsible for any losses or damage due to theft or vandalism.
Project Specifications - Page 31 of 32
i
1 REVISION OF SECTION 630
CONSTRUCTION ZONE TRAFFIC CONTROL
' SPECIAL CONDITIONS FOR WORK ON ARTERIALS AND COLLECTORS
NOTE: CROSS STREET TRAFFIC SHALL BE MAINTAINED AT ALL TIMES UNLESS AUTHORIZED BY THE
1 ENGINEER IN WRITING.
NOTE: FULL CLOSURES ON ARTER[ALS AND COLLECTORS, INCLUDING THOSE LISTED ABOVE, WILL
BE ALLOWED UNDER EXTREME CIRCUMSTANCES AND ONLY UPON APPROVAL OF THE
1 ENGINEER. PLANS SHALL BE APPROVED A MINIMUM OF ONE WEEK PRIOR TO THE
COMMENCEMENT OF WORK AND/OR THE TIME REQUIRED TO ADEQUATELY NOTIFY THE
PUBLIC THROUGH THE MEDIA.
1 NOTE: CONSTRUCTION OR REPAIR WORK WILL NOT BE PERMITTED AT OR IN THE VICINITY OF A
SIGNALIZED INTERSECTION OR ANY ARTERIAL AND COLLECTOR STREETS THAT HAVE
MAJOR TRAFFIC VOLUNIES BETWEEN THE HOURS OF 7:00 A.M. TO 8:30 A.M OR 3:30 P.M TO 6:30
1 P.M. (EXCEPT IN THE CASE OF AN EMERGENCY).
EXCEPTIONS MAY BE NIADE FOR CONSTRUCTION OR REPAIR WORK ON ARTERIAL
AND COLLECTOR STREETS BETWEEN THE HOURS OF 7:00 A.NI. TO 6: P.M., NIONDAY
1 THROUGH FRIDAY EXCLUDING HOLIDAYS, WHEN ALL EQUIPMENT, LABOR, TRAFFIC
CONTROL DEVICES, AND CONSTRUCTION ARE NOT IN THE VICINITY OF AN
INTERSECTION. THE ENGINEER SHALL AUTHORIZE SUCH WORK AND SPECIFY THE
REQUIRED DISTANCE FROM THE INTERSECTION.
1 NOTE: TIME RESTRICTIONS ON S.H. 287 AND HWY 17 (COLLEGE AVENUE AND MULBERRY STREET
EAST OF LEMAY) SHALL TYPICALLY BE RESTRICTED FROM 9:00 A.M TO 3:00 P.M.
' NOTE: CONSTRUCTION HOURS, EXCEPT FOR EMERGENCIES SHALL BE LIMITED TO 7:00 A.M. T06:00
P.M., MONDAY THROUGH FRIDAY EXCLUDING HOLIDAYS, UNLESS OTHERWISE AUTHORIZED
IN WRITING BY THE ENGINEER.
1 SPECIAL CONDITIONS FOR WORK ON RESIDENTIAL STREETS
1 NOTE: FULL CLOSURES ON ALL RESIDENTIAL STREETS SHALL BE ALLOWED AS SHOWN ON THE
TRAFFIC CONTROL PLANS.
1 END OF SECTION
1
i
1
1
1 Project Specifications - Page 32 of 32
1
SECTION 02500
QUANTITY ESTIVATE ,
This work shall consist of removal and/or installation of concrete curbs, gutters, sidewalks, crosspans, aprons, drive
approaches and pedestrian access ramps, and placement of temporary asphalt patching adjacent to new concrete, on '
designated streets in the City of Fort Collins. Specific locations are described herein; however, additional quantities are
included in the Bid Schedule for locations not yet identified at the time of the bid.
All quantities stipulated in the Bid Schedule at unit prices are approximate and are to be used only as a basis for '
estimating the probable cost of the Work and for the purpose of comparing the bids submitted to the Work. The basis of
payment shall be the actual amount of materials furnished and Work done.
Contractor agrees that he will make no claim for damages, anticipated profits, or otherwise on account of any difference '
between the amount of Work actually performed and materials actually furnished and the estimated amount therefor.
7
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SECTION 03000
DETAILS
Rock Sock (RS)
Straw Bale Filter
SC-5
D23
Gravel Filter
D24, D25
Curb and Gutter
701
Curb and Gutter/Sidewalk
702
Curb, Gutter and Sidewalk Details
D-6
Median (Island Curbs)
703
Standard Driveway Approach (I & II)
706
Standard Driveway Approach (III & IV)
707
Street Intersection Crosspan
708
Curb Inlet 4' Opening — Vertical Curb & Gutter
D-7a, 7b
Curb Inlet 4' Opening — Driveover Curb & Gutter
D-8a, 8b
Metal Sidewalk Culvert for Vert. Curb and Gutter and Sidewalk
D-10
Metal Sidewalk Culvert for Vert. Curb and Gutter and Detached Sidewalk
D-10B
'
Metal Culvert For Drive -Over Curb, Gutter and Sidewalk
D-11
Concrete Sidewalk Culvert
D-12,13
Area Inlet
D-9a
Modified Type 13 Inlet
13-A
'
Catch Basin
Alley Intersections
803
Standard Manhole Cover
1201
'
Standard Sidewalk
1601
Sidewalk Detail
1602
Access Ramp Details
1603
'
Detached Walk/Intersection Detail
1604
Detached Walk/Intersection Detail
1605
Pedestrian Ramp Detail
1606
Residential Local Street Access Ramps
1606 a
Truncated Dome Warning for Access Ramps
1607
Median Islands and Pedestrian Refuge Area
1608
Sidewalk Widening Details
2501
Concrete Pavement Joints
M-412-1
11
I
1
1 PROVIDED, FURTHER, that the said Surety, for value received, hereby stipulates
and agrees that no change, extension of time, alteration or addition to the
terms of the Agreement or to the work to be performed thereunder or the
1 Specifications accompanying the same shall in any way affect its obligation on
this bond; and it does hereby waive notice of any such change, extension of
time, alteration or addition to the terms of the Agreement or to the Work or
to the Specifications.
1
i
1
1
1
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PROVIDED, FURTHER, that no final settlement between the OWNER and the
CONTRACTOR shall abridge the right of any beneficiary hereunder, whose claim
may be unsatisfied.
PROVIDED, FURTHER, that the Surety Company must be authorized to transact
business in the State of Colorado and be acceptable to the OWNER.
IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts,
each one of which shall be deemed an original, thi3l7th day of April , 2012.
IN PRESENCE OF: Principal
(Lao��� C;��
(Corporate Seal)
IN PRESENCE OF:
Other Partners
le, Inc.
CO 80537
1 IN PRESENCE OF: Surety North American Specialty Insurance Company
By: Y
ar en r ngs, orney-In-Fact
1 Witness By: 475 N. Martingale Road, Suite 850, Schaumburg, IL 60173
(Address)
(Surety Seal)
1 NOTE: Date of Bond must not be prior to date of Agreement.
If CONTRACTOR is Partnership, all partners should execute Bond.
1
1
Rev 07108
1
Section 00615 Page 2
1
Rock Sock (RS) SC-5
Description
A rock sock is constructed of gravel
that has been wrapped by wire mesh or
a geotextile to form an elongated
cylindrical filter. Rock socks are
typically used either as a perimeter
control or as part of inlet protection.
When placed at angles in the curb line,
rock socks are typically referred to as
curb socks. Rock socks are intended to
trap sediment from stormwater runoff
that flows onto roadways as a result of
construction activities.
Appropriate Uses
Photograph RS-1. Rock socks placed at regular intervals in a curb
Rock socks can be used at the perimeter line can help reduce sediment loading to storm sewer inlets. Rock
of a disturbed area to control localized socks can also be used as perimeter controls.
sediment loading. A benefit of rock
socks as opposed to other perimeter controls is that they do not have to be trenched or staked into the .
ground; therefore, they are often used on roadway construction projects where paved surfaces are present.
Use rock socks in inlet protection applications when the construction of a roadway is substantially
complete and the roadway has been directly connected to a receiving storm system.
Design and Installation
When rock socks are used as perimeter controls, the maximum recommended tributary drainage area per
100 lineal feet of rock socks is approximately 0.25 acres with disturbed slope length of up to 150 feet and
a tributary slope gradient no steeper than 3:1. A rock sock design detail and notes are provided in Detail
RS-1. Also see the Inlet Protection Fact Sheet for design and installation guidance when rock socks are
used for inlet protection and in the curb line.
When placed in the gutter adjacent to a curb, rock socks should protrude no more than two feet from the
curb in order for traffic to pass safely. If located in a high traffic area, place construction markers to alert
drivers and street maintenance workers of their presence.
Maintenance and Removal
Rock socks are susceptible to displacement and breaking due to vehicle traffic. Inspect rock socks for
damage and repair or replace as necessary. Remove sediment by sweeping or vacuuming as needed to
maintain the functionality of the BNIP, typically when sediment
has accumulated behind the rock sock to one-half of the sock's
height.
Once upstream stabilization is complete, rock socks and
accumulated sediment should be removed and properly disposed.
Rock Sock
Functions
Erosion Control No
Sediment Control Yes
Site/Material Management No
November 2010 Urban Drainage and Flood Control District
Urban Stonn Drainage Criteria Manual Volume 3
RS-1
1
November 2010 Urban Drainage and Flood Control District
Urban Stonn Drainage Criteria Manual Volume 3
RS-1
1
' SC-5 Rock Sock (RS)
1
1
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11
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I
1Y2" (MINUS) CRUSHED ROCK 8
ENCLOSED IN WIRE MESH 1,V2" (MINUS) CRUSHED ROCK
ENCLOSED IN WIRE MESH
WIRE TIE ENDS I
AM
4 TO 6" MAX AT
t 0" ON BEDROCK OR GROUND SURFACE CURBS, OTHERWISE
LL HARD SURFACE, 2" L 6"-10" DEPENDING
IN SOIL ON EXPECTED
SEDIMENT LOADS
ROCK SOCK SECTION ROCK SOCK PLAN
ANY GAP AT JOINT SHALL BE FILLED WITH AN ADEQUATE
AMOUNT OF 1,V (MINUS) CRUSHED ROCK AND WRAPPED
WITH ADDITIONAL WIRE MESH SECURED TO ENDS OF ROCK
ROCK SOCK, REINFORCED SOCK. AS AN ALTERNATIVE TO FILLING JOINTS
TYP
BETWEEN ADJOINING ROCK SOCKS WITH CRUSHED ROCK AND
12" 12" ADDITIONAL WIRE WRAPPING, ROCK SOCKS CAN BE
OVERLAPPED (TYPICALLY 12-INCH OVERLAP) TO AVOID GAPS,
ROCK SOCK JOINTING
ROCK SOCK INSTALLATION NOTES
1. SEE PLAN VIEW FOR:
-LOCATION(S) OF ROCK SOCKS.
GRADATION TABLE
SIEVE SIZE
MASS PERCENT PASSING
SQUARE MESH SIEVES
NO. 4
2"
100
IY2"
90 - 100
1
20 - 55
0 - 15
}g"
0 - 5
MATCHES SPECIFICATIONS FOR NO. 4
COARSE AGGREGATE FOR CONCRETE
PER AASHTO M43. ALL ROCK SHALL BE
FRACTURED FACE, ALL SIDES.
2. CRUSHED ROCK SHALL BE 1Y2" (MINUS) IN SIZE WITH A FRACTURED FACE (ALL SIDES)
AND SHALL COMPLY WITH GRADATION SHOWN ON THIS SHEET (1,z" MINUS).
3. WIRE NIESH SHALL BE FABRICATED OF IO CAGE POULTRY MESH, OR EQUIVALENT, WITH A
MAXIMUM OPENING OF Y2", RECOMMENDED MINIMUM ROLL WIDTH OF 48"
4. WIRE MESH SHALL BE SECURED USING "HOG RINGS" OR WIRE TIES AT 6" CENTERS
ALONG ALL JOINTS AND AT 2" CENTERS ON ENDS OF SOCKS.
5. SOME MUNICIPALITIES MAY ALLOW THE USE OF FILTER FABRIC AS AN ALTERNATIVE TO WIRE
MESH FOR THE ROCK ENCLOSURE.
RS-1. ROCK SOCK PERIMETER CONTROL
RS-2 Urban Drainage and Flood Control District November 2010
Urban Stonn Drainage Criteria Manual Volume 3
1
Rock Sock (RS)
SC-5
ROCK SOCK MAINTENANCE NOTES
1. INSPECT BMPS EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION
MAINTENANCE OF BMPS SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPS AS SOON AS
POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE
EROSION, AND PERFORM NECESSARY MAINTENANCE.
2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPS IN
EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE
DOCUMENTED THOROUGHLY.
3. WHERE BMPS HAVE FAILED. REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON
DISCOVERY OF THE FAILURE.
4. ROCK SOCKS SHALL BE REPLACED IF THEY BECOME HEAVILY SOILED, OR DAMAGED
BEYOND REPAIR.
5. SEDIMENT ACCUMULATED UPSTREAM OF ROCK SOCKS SHALL BE REMOVED AS NEEDED TO
MAINTAIN FUNCTIONALITY OF THE BMP, TYPICALLY WHEN DEPTH OF ACCUMULATED SEDIMENTS
IS APPROXIMATELY YZ OF THE HEIGHT OF THE ROCK SOCK.
6. ROCK SOCKS ARE TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS
STABILIZED AND APPROVED BY THE LOCAL JURISDICTION.
7. WHEN ROCK SOCKS ARE REMOVED, ALL DISTURBED AREAS SHALL BE COVERED WITH
TOPSOIL, SEEDED AND MULCHED OR OTHERWISE STABILIZED AS APPROVED BY LOCAL
JURISDICTION.
(DETAIL ADAPTED FROM TOWN OF PARKER, COLORADO AND CITY OF AURORA, COLORADO, NOT AVAILABLE IN AUTOCAO)
NOTE, MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS.
CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN
DIFFERENCES ARE NOTED.
NOTE: THE DETAILS INCLUDED WITH THIS FACT SHEET SHOW COMMONLY USED, CONVENTIONAL
METHODS OF ROCK SOCK INSTALLATION IN THE DENIER METROPOLITAN AREA. THERE ARE
MANY OTHER SIMILAR PROPRIETARY PRODUCTS ON THE MARKET. UOFCD NEITHER NOORSES
NOR DISCOURAGES USE OF PROPRIETARY PROTECTION PRODUCTS; HOWEVER, IN THE EVENT
PROPRIETARY METHODS ARE USED, THE APPROPRIATE DETAIL FROM THE MANUFACTURER MUST
BE INCLUDED IN THE SWMP AND THE BMP MUST BE INSTALLED AND MAINTAINED AS SHOWN
IN THE MANUFACTURER'S DETAILS.
November 2010 Urban Drainage and Flood Control District
Urban Stonu Drainage Criteria Manual Volume 3
RS-3 '
i
Area Inlet
wiih Grate %
a
o �jo
Straw Sales Staked
wilah 2 Stakes Per Bale
-can a a =
p h
n
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PLAN VI EW
StakeTwin2
R".r".oFf
ti V t
��lY•i 1 1��)IGU��'/I
Filtered Wa<zr�
5ccrloN A -A
General Notes:
1. Wedge loose straw between the staked
bales. AREA INLET FILTER
2. Inspect and repair filters after each STRAW BALES
storm event. Remove sediment when
one half of the filter depth has been CITY OF, -FORT COLLINS, COLORADO
filled. Removed sediment shall be STORMWATER UTILITY
deposited in an area tributary to a
sediment basin or other filtering measure, APPROVED DATE:
:
3. Sediment shall be removed immediately REVISIONS:
from traveled way of roads. D-23
FIGURr 6.2
Wire `xreen—
CApprox. %Z•Vesi )
0
ConcreE2 Block
—--r@vol FIl er
C=,pprox. ;�"Diane;-.ar)
Area :nfe1'C_7
PLAN Vf EW
Grave! Fi f Eer
Ova ow —� Concre{z 910C. C
r— Wl-e Screen
Runocf ' III �[ Gravel Fdl er
Fi I$ereJ Water
SECTION A -A
General Notes:
t. Inspect and repair filters after each storm
event. Remove sediment when one half of
the Alter depth has been filled. Removed
sediment shall be deposited in an area
tributary to a sediment basin or other
! filtering measures.
2. Sediment and gravel shall be immediately
removed from traveled way of roads.
F?GU.0 o . 3
AREA INLET FILTER
GRAVEL
CITY OF FORT COLLINS, COLORADO
STORMWATER UTILITY
A'pcOOVED BY:
DATE:
ric diSQNS;
D-24
PAGE 32
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GraV6E' Flli
(APCrox.
Didrn2Cer j vvirG ��: =G��
(Approx. / Me5h;
—wnGrZL Pi
Block
1 o [_2'Xe-.'
Witt, scree r—
L- rive! Fil .zr
PLAN VIEW
Cyer=low - � F-lier" lt11Az`
Wir? Screen--�
2_ 'A4_ 4WCod S
Coro inlet
SZ: i ION A -A
2
General Notes: f
1. Inspect and repair filters after each CURB INLET FILTER
storm event. Remove sediment when GRAVEL
one half of the filter depth has been
filled. Removed sediment shall be de- CITY OF -FOR T COLLINS, COLORADO
positad in an area tributary to a sedi- STORMWATER UTILITY
ment basin or other filtering measure. fPFROVE-D gv:
Z. Sediment and gravel shall be immediately OA?E:
removed from traveled way of roads. F=viSlGJ51 D-20 I
F?GUR: e.4
2'-6"
611
1 1/2"R. ,4 1
N 2„R
Gutter edge may be
tapered or battered.
(Typical for all Curb & o ° • ,
& Gutter Types) J! ro
1 1 a" 12" 1
4.5" 21 .75" 3.75"
7
13.63'�' R 0.5"—r
0.13" a
a a 7„
°a
a a 1
ROLL-OVER
(LOVELAND)
T
r- CURB AND GUTTER
LARIMER COUNTY CONSTRUCTION REVISION NO: I DRAWING
URBAN AREA DRAWINGS STREET STANDARDS DATE: 03/01/02 701
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CURB AND GUTTER/SIDEWALK
LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING
URBAN AREA DRAWINGS
STREET STANDARDS DATE: 03/01/02 7� 2
w
4
m LIMITS OF C & G
4 i 14 IN. % 17 IN. 3 FT. 9 IN.
(1.17 FT.) o:� \ (1.42 FT.) (3.75 FT.)
Z n 4
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1/2 IN.
FLOW D D 4 IN.
LINE` I \ D D
a 4 D d d dIF
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18 IN. �1IN
(1.
.5 fT.) (1.5 Ft.)
J
DRIVE -OVER CURB, GUTTER AND SIDEWALK
2 FT 6 IN.
6 IN.—
WHERE WALK ADJOINS A CURB. IT SHALL BE
CONSTRUCTED 1/4 INCH ABOVE THE CURB.
4 1/2 IN. SLOPE SIDEWALK TO CURB —
1 1/2 IN.
1/4 IN. TO 1/2 IN. PER FT.
2 IN.
1 1/2 IN. R
� ' � D 4 IN.
2 IN.
D D
6 IN,
f
a 1
6 IN. - D
4 FT. MIN.
`
12 IN.
m
VERTICAL 6 IN.
CURB, GUTTER AND SIDEWALK
EDGED
SURFACE
I /8 IN. R.
3/4 IN. MIN.
4.43 FT.
1.18 FT. .58 FT. 2.67 FT.
.09I FT.
lyl_ I Ibfa/8'IN.
I
a ..
> ..
,11 FT. I J —
4 N. .30 FT.
DUMMY JOINT
FOR WALKS
d ° 6 IN° D
COMBINATION CURB, GUTTER AND SIDEWALK
11HOLLYWOOD"
(OBSOLETE - FOR REPLACEMENT ONLY)
CURB, GUTTER AND SIDEWALK DETAILS
APPROVED:
DETAIL
CITY OF FORT COLLINS
STORMWATER
UTILITIES
CONSTRUCTION DETAILS DATE: 11/13/00
D _ r
V
Ciq of Fort CDllim
DRAWN BY: NBJ
1 /8" TO 1 /4"R.
1'-6"
1-1/2" 4-1/2"
1 1/2"'
1-1/2" TO
2" R.
.a
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d °
O .
°
OUT FALL CURB & GUTTER
(FORT COLLINS ONLY)
1/2"
1/2"R.
'TO 1 /4"R.
1/4"
1 1/2" —1- 1 \— ASPHALT OR --/ i
* 6" w/concrete pavement CONCRETE PAVEMENT
8" w/asphalt
BARRIER CURB (KEY WAY OR EPDXY) MOUNTABLE CURB (KEY WAY OR EPDXY)
(SECTION B) (SECTION M)
1 1/4"
— d
J d
., co j CO °
d c CZ CO co/
d
ROADWAY „
PAVEMENT
8" BARRIER CURB 6" MOUNTABLE CURB
(COOT TYPE 2 SECTION 8 NI-609-1 CURB W/8" REVEAL)
Notes:
a.) Bottom of curb shall be poured to a depth no less than on the compacted subgrade of the pavement.
b.) Raised center medians shall be 8" barrier curb or 8" epoxy curb only.
MEDIAN (ISLAND CURBS)
LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING
URBAN AREA DRAWINGS
STREET STANDARDS DATE: 04/01/07 7Q3
L
I
1 SECTION 00615
1
PAYMENT BOND
Bond No.2152136
KNOW ALL MEN BY THESE PRESENTS: that
1
(Firm) Northstar Concrete, Inc.
(Address) 1220 South Garfield, Loveland, CO 60537
(an Individual), (a Partnership), (a Corporation), hereinafter referred to as
1
the "Principal" and
( Firm) North American Specialty Insurance Company
1
(Address) 475 N. Martingale Road, Suite 650, Schaumburg, IL 60173
1
hereinafter referred to as "the Surety", are held and firmly bound unto the
City of Fort Collins, 300 Laporte Ave., Fort Collins, Colorado 80522 a
(Municipal Corporation) hereinafter referred to as "the OWNER", in the penal
sum of Six hundred seventy thousand eight hundred forty-two and 751100— in lawful money of the
United States, for the payment of which sum well and truly to be made, we bind
1
ourselves, successors and assigns, jointly and severally, firmly by these
presents.
1
THE CONDITIONS OF THIS OBLIGATION are such that whereas the Principal entered
into a certain Agreement with the OWNER, dated the 9th day of April, 2012, a
copy of which is hereto attached and made a part hereof for the performance of
The City of Fort Collins project, 6088 Concrete Maintenance Project Phase II
1
2011 Renewal.
NOW, THEREFORE, if the Principal shall make payment to all persons, firms,
subcontractors, and corporations furnishing materials for or performing labor
i
in the prosecution of the Work provided for in such Agreement and any
authorized extension or modification thereof, including all amounts due for
1
materials, lubricants, repairs on machinery, equipment and tools, consumed,
rented or used in connection with the construction of such Work, and all
insurance premiums on said Work, and for all labor, performed in such Work
whether by subcontractor or otherwise, then this obligation shall be void;
1
otherwise to remain in full force and effect.
1
1
i
Rev 07/08
1 Section 00615 Page 1
1
e \Nay Yn�
X = Curb Transition Length
Y = Parkway Width in Type I Approach
W = Driveway Width (See Drawing 707)
t = Concrete Thickness - minimum 6"
Type I = With Detached Sidewalk
Type II = With Attached Sidewalk
fer to Chapter 25 for minimum removal dimensions.
PERSPECTIVE
W = Width
Ramp if necessary
Right of Way line
A
B
Detached 1:12
a
Sidewalk max.
N
N m
Attached
6"
Sidewalk
1:12 max.
ry 1:12
max.
Back of curb
FL
0
Lip
---
A B
TYPE I
X=2' min.
Driveway Width Varies
X=6'-O"
TYPE 11
w
EXPANSION z
J
1 ;12 (mex. m JOINT O
'�.. ..1:24 LJL (V
•. is r'.—
rl
WALK r 6 y
SECTION B-B N`
NOTE: 0. N.T.S. •1i
tl WALK Y
1. Concrete driveway must be 3l�.:. ;
provided to the property line. D 1:48 SLOPE
m 1/4' PER FT. 1:12
Expansion joint if drive J WALK 2
continues as concrete SECTION A -A
\ N.T.S.
STANDARD DRIVEWAY APPROACH (TYPES I & II)
LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING
URBAN AREA DRAWINGS
STREET STANDARDS DATE: 04/01/07 706
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STANDARD DRIVEWAY APPROACH (HIGH VOLUME DRIVE TYPES III & IV)
LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING
URBAN AREA DRAWINGS
STREET STANDARDS DATE: 04/01/07 707
171
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STREET INTERSECTION CROSSPAN
LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING
URBAN AREA DRAWINGS
STREET STANDARDS DATE: 04/01/07 708
3T
I3
L
A 6 IN. STEEL DECK RING CWITH
OVER
24 IN. HEAVY OENVER COVER BY
MACLEAR OR APPROVED EQUAL.
3 FT. 5 FT. F
IN.
6 IN. THICK
SIDEWALL (TYP.
O
L
BOTH SIDES).
I
6 IN.
I I
6 IN.—
- _
g C
CURE
B
i IN.
\
WARPED CURB 6 SEE DETAIL 'A' FLOW LINE
GUTTER (TYP.
FT.
BOTH SIDES)
4 FT. OPENING
L 11 FT.
B 8.5 FLUSH
WITH CURB FACE
2 IN.
2 IN. 4:1
6 IN.
MAX/MIN.
A
PLAN VIEW
NTS
11/2IN. R
BA
IN. LONG
7 • ' .. ' : 6 1N.
'5 BAR
l 1 1/2 IN. PIPE SPACER
AND 1 1/4 IN. LOCK NUT
4
p'
I I/4 IN. X IN. GALV
STEEL ROD - THREADED
AT
3 1/2 IN. AT TOP..
1/4 IN.
10
IN.
EMBEDMENT
o•
3 IN. X 3 IN. X 3/9 IN.
PLATE
2 FT
j
6 IN.
I
SEE CURB FACE
OF ASSEMBLY DETAIL
MANHOLE
RUNGS-12 IN. O.C.
6 i
I
4 FT.- 6 IN.
1'/. SLOPE FOR
DRAINAGE
I
SECTION A -A
3 FT.-6 IN. 4 FT. 3 FT.-6 I
WARPED DEPRESSED GUTTER WARPED
GUTTER GUTTER
NORMAL FLOW LINE
_ TOP OF GUTTER
77
6 IN. I
ALTERED
�•'
w
FLOW LINE
o
a
J r
a _
i
—6 IN.
6 IN.
K w
jW
i
N�
s
W
"
1'/. SLOPE FOR
DRAINAGE
6 IN.
I
SECTION B-B
6 IN.
EXTEND CHANNEL
CURB FACE
ASSEMBLY DETAIL
6 IN.
WALL
TO OUTSIDE
EDGE OF WALL
GENERAL NOTES
I. SEE D-79 FOR REINFORCEMENT.
5. TOP SLAB OF INLET SHALL BE SLOPE TO
3 IN.
2. FLOOR OF INLET SHALL BE SHAPED WITH
MATCH SIDEWALK. SEE 0-6.
RAD.\I IN.
ADDITION CONCRETE TO FORM INVERT
TO PIPE CONNECTIONS.
6. EXPOSED STEEL SHALL BE GALVANIZED IN
/
3. MANHOLE RUNGS SHALL BE REQUIRED FOR
ACCORDANCE WITH AASHTO M-111.
INLET HEIGHT 4 FT. AND GREATER.
DETAIL
"A"
4. SIDEWALK SHALL BE 6 IN. THICK FOR 3 FT.
ON EITHER SIDE OF INLET.
CURB INLET-4
FT. OPENING FOR VERT. CURB & GUTTER
APPROVED:
DETAIL
CITY OF FORT COLLINS
STORMWATER
DATE: 11/19/02
UTILITIES
CONSTRUCTION DETAILS
D-7A
DRAWN BY: NBJ
City of Fort Collin f
4 FT
B
L
A /401
8 IN. O.C. --I �--- --601 SOl \
502
9 [N. O.C.I
T
I
I
504
I
6 IN.
I
12 IN. 12 IN.
I
6 IN. O.CL
503
ANCHOR
BACK OF CURB
_ _ _ _ _
O
`FLOW LINE
FT.
BE 8.5 WITH 1 1/2 IN.
DIA. HOLE IN CENTER 407
2 FT. 4 FT. — 6 IN.
ANCHOR 601
601
501
408
•`503
D
! 504
'
q BAR
(402)
407
404
ADD I
44 BAR
(402>
402
:,
q4 BAR
�406 C3 W CIR.
402
B2
IN LAP \1
o
,
402 403
SECTION A -A
NTS
408-J
3 FT. 5 FT. 3 FT.
I1 FT.
1 FT, 2 FT. 5 FT. 2 FT. I FT.
A r 402 44 ANCHORS
PLAN VIEW
TABLE 1
BAR LIST FOR CURB INLET 402
a04
MARK
DIA.
O.C.
TYPE
NO.
LENGHT
IN.
SPACING
RED DI
401
8 IN.
II
4
3 FT. 10 IN.
402
12 IN.
III
TT
7 FT. 10 IN.
403
12 IN.
IV
64
FT. a In.
404
I/2
IN.
12 IN.
II
x
40
12 IN,
I
7 FL 2 IN.
406
12 IN.
11
4
x
—TO _7
N.
2
9 FT. 0 IN.
408
12 IN.
VII
4
3 FT. 4 IN.
501
5/8 IN.
9 IN.
11
2
9 FT. 0 IN,
502
5/8 IN.
9 IN.
11
I
4 FT. 8 IN.
S/8 IN.
9 !N.
lI5/8
IN.3/4
L
IN.
—
1/2 IN.
LUE7 , TYPE 11
STRAIGHT 405
402 405
TYPE III
54 IN. 403
SECTION B-B
TYPE IV Nrs
[W20 1N.
e iN. TYPE VII
AVARIBLE WITH HIGHT, REFER TO TABLE 2. ds TN BENT
II IN
TABLE 2
OUANITIES VARIBLES WITH HEIGHT
TYPE VIII
J0 In LOOv
L IN.
LAP
BAR BENDING DIAGRAM
GENERAL NOTES (DIMENSION ARE OUT TO OUT OF BAR)
1. OUANTITIES INCLUD VOLUMES OCCUPIED BY PIPES.
STRUCTURAL STEEL REINFORCEMENT AROUND
PIPES ARE NOT INCLUDED.
2. KEY JOINTS WHERE WALLS CONNECT TO TOP
SLAB AND BASE.
3. REINFORCEMENT IN WALLS AND BASE SHALL BE
3 IN. FROM THE SIDES EXPOSED TO EARTH.
REINFORCEMENT IN TOP SLAB SHALL BE 1 1/2 IN CLEAR.
Fi
LENGHT
C.Y.
LB.
40214051
404
406
CONC.
STEEL
3 FT. 6 IN
10
6
3 FT. 2 IN.2
FT. 1 IN.
10
6
4 FT. 0 IN.
12
8
3 FT. 8 IN
2 FT. 7 IN,
12
8
4 FT. 6 IN
12
8
4 FT. 2 IN
3 FT. I IN.
12
8
5 FT. 0 IN
14
10
4 FT. 8 IN
3 FT. 7 IN.
14
10
5 FT. 6 IN
14
10
5 FT. 2 IN
4 FT. 1 IN.
14
l0
6 FT. 0 IN.
16
12
5 FT. 9 IN.
4 FT. 7 IN.
16
12
6 FT. 6 IN.
16
12
6 FT. 2 IN.5
FT. 1 IN.
16
12
7 FT. 0 IN.
18
14
6 FT. 8 IN.
5 FT. 7 IN.
18
14
7 FT. 6 IN.
I8
14
7 FT. 2 IN.
6 FT. 1 IN.
IS
14
8 FT. 6 IN.
20
16
7 FT. 8 IN.
6 FT. 7 IN.
20
I6
8 FT. 6 IN
20
16
8 FT. 2 IN.
7 FT. 1 IN.
20
16
9 FT, 0 IN.
22
I8
8 FT. 8 IN.
7 FT. 7 IN.
22
18
9 FT. 6 IN
22
22
9 FT. 2 IN.B
FT. I IN.
22
22
10 FT. 0 I
24
24
9 FT. 8 IN.9
FT. 7 IN.
24
24
CURB INLET-4 FT. OPENING FOR VERT. CURB & GUTTER (REINFORCEMENT)
CITY OF FORT COLLINS STORMWATER APPROVED: DETAIL
City of Fort Collins UTILITIES CONSTRUCTION DETAILS DATE: 11/21/02 D_7B
DRAWN BY: NBJ
B
6 IN. STEEL DECK RING WITH
A -4F—]
24 IN. HEAVY DENVER COVER BY
MACLEAR DR APPROVED EDUAL.
3 FT. 5 FT.
6
IN.
O
6 IN. THICK
j
SIDEWALL (TYP.
n
BUTH SIDES)
gg CC
CURI
6 IN.
6 IN.--
`Z
SEE DETAIL 'A•
WARPED CURB 8 4 FT. OPENING FLOW LINE
14 IN.
GUTTER (TYP.
BOTH SIDES)
T}
11 FT.
2 FT.
6 IN.
I
SEE CURB FACE —
OF ASSEMBLY DETAIL
MANHOLE
RUNGS-12 IN. O.C.
A
PLAN VIEW
8 C8.5 FLUSH NTS
WITH CURB FACE is BAR 3 FT.-6
I I/2 IN. R 18 IN. LONG WARPED
V1/4 IN.-1 IN. LEG T GUTTER
2 IN.
NORMAL FLOW lR
2 IN. 4:1
6 IN. I •.- 9
MAX/MIN, 6 IN. ' '
21 45 BAR F
4
1 1/2 IN. PIPE SPACER
AND 1 1/4 IN. LOCK NUT
J
? u i Qo
a IN. j Z ,p Nan
_III Q H NN
S W
1 1/4 IN. D[A. X IN. GAL V.
STEEL ROD - THREADED "' i
3 1/2 IN. AT TOP.
1/4 IN.
10 IN.
EMBEDMENT 66 IN.
3 IN. X 3 IN. X 3/8 IN. 1
PIA tE
J_
6 }ITN.
1-6 IN.
4 FT.- 6 IN.
I _F
1'/. SLOPE FOR
DRAINAGE
SECTION A -A
SECTION B-B
WARPED
GUTTER
` ALTERED
FLOW LINE
6 IN.
1% SLOPE FOR I
DRAINAGE
EXTEND CHANNEL
�- 6 IN. TO OUTSIDE
CURB FACE ASSEMBLY DETAIL WALL EDGE OF WALL
GENERAL NOTES
1. SEE D-BB FOR REINFORCEMENT. 5. TOP SLAB OF INLET SHALL BE SLOPE TO 3 IN.
2. FLOOR OF INLET SHALL BE SHAPED WITH MATCH SIDEWALK. SEE D-6. RAD.�I 6 IN.
TOO CONCRETE i0 FORM INVERT 6. EXPOSED STEEL SHALL BE GALVANIZED IN /
TO PIPEIPE CONNECTIONS. ACCORDANCE WITH AASHTO M-111.
3. MANHOLE RUNGS SHALL BE REQUIRED FOR
INLET HEIGHT 4 FT. AND GREATER. DETAIL "A"
4. SIDEWALK SHALL BE 6 IN. THICK FOR 3 FT.
ON EITHER SIDE OF INLET.
CURB INLET-4 FT. OPENING DRIVE -OVER CURB & GUTTER
® CITY OF FORT COLLINS STORMWATER APPROVED: DETAIL
City of Fart Collin C�
UTILITIES CONSTRUCTION DETAILS DATE: 11/21/02 D-8A
DRAWN BY: NBJ
A � 409
8 IN. O.C.+j sot 1 FT
i-� 60, F
6 IN. I �1
Z_
� n
B
rt
17 IN.
I
1
14 FT.
6 IN. O.GL
502
> 504
03
11 2 IN.h121N.
I
R
BACK OF CURB
0 T
—I
I
8 [8.5 WITH I 1/2 IN.
DIA
7 1
`FLOW UNE
HOLE IN CENTER
412
3 FT. 5 FT. 3 FT.
11 FT.
A
PLAN VIEW
N TS
TABLE 1
BAR LIST FOR CURB INLET
NARK
DIA.
O.C.
TYPE
Na
LENGHT
IN.
SPACING
REO'D
408
8 IN.
11
4
3 FT. 10 IN.
404
12 IN.
III
>•
7 FT. IO IN.
406
12 IN.
IV
6
7 FT 4 IN.
—
/2
IN.
l2 IN.
II
14
.
409
12 IN,
11
A
3 T. 2 IN.
4l0
12 IN.
II
4111
411
l2 IN.
II
2
9 FT. 0 IN.
4l2
l2 IN.
VII
4
3 FT. 4 IN.
501
3/9 IN.
9 IN.
it
2
9 FT. 0 IN.
502
5/8 IN.
9 IN.
I[
1
4 FT. 8 IN
503
5/8 IN.
9 IN.
][
t
9 FT, 0 IN.
504
5/8 IN.
6 IN.
VIII
2
4 FT. 8 IN.
601
3/4 IN.
-
-
1
8 FT, 10 IN.
e [ 9.5
-
-
t
5 FT. 0 IN.
ANCHOR
L/2 IN.
24 IN.
-
2
I FT. 6 IN,
4 IN.
ILENGHT TYPE
ht
TYPE III
54 [N
20 IN
U.
TYPE IV
T20
w.
U"
91N
TYPE VII
VARIBLE WITH HEIGHT, REFER TO TABLE 2. rN Bent
11 IN.
TYPE VIII
M310 IN. loop
12 IN.
LAP
BAR BENDING DIAGRAM
GENERAL NOTES: (DIMENSIONS ARE OUT TO OUT OF BAR)
1. QUANTITIES INCLUDE VOLUMES OCCUPIED BY PIPES.
STRUCTURAL STEEL AND REINFORCEMENT AROUND
PIPES ARE NOT INCLUDED.
2. KEY JOINTS WHERE WALLS CONNECT TO TOP
SLAB AND BASE.
3. REINFORCEMENT IN WALLS AND BASE SHALL BE
3 IN. FROM THE SIDES EXPOSED TO EARTH.
REINFORCEMENT IN TOP SLAB SHALL BE 1 1/2 IN CLEAR.
9 FT L FT — R IN
YV4
SECTION A -A
SECTION 3-3
TABLE 2
OUANTITIES VARIABLE WITH HEIGHT
H
NO. REO'D
LENGHT
C.Y.
LB
402
405
404
406
CONIC.
STEEL
3 FT. 6 IN.
10
6
3 FT. 2 IN.
2 FT. 1 IN.
2.5
210
4 FT. 0 IN.
12
8
3 FT. 8 IN.
2 FT. 7 IN.
2.6
230
4 FT. 6 IN.
12
8
4 FT. 2 IN.
3 T. 1 IN.
2.8
236
5 FT. 0 IN.
14
10
4 FT. 8 IN.
3 FT. 7 IN.
2.9
236
5 FT. 6 IN.
14
10
5 FT. 2 IN.
4 FT. 1 IN.
3.1
262
6 FT. 0 IN.
16
12
5 FT. 8 IN.
4 FT. 7 IN.
3.2
282
6 FT. 6 IN.
16
12
6 FT. 2 IN.
5 FT. I IN.
3.4
288
7 T. 0 IN.
18
14
6 T. 8 IN.
5 FT. 7 IN.
3.5
306
7 T. 6 IN.
18
14
7 T. 2 IN.
6 . 1 IN.
3.7
314
4
8 FT. 6 IN.
20
16
8 T. 2 IN.
7 T. 1 IN.
4.0
340
9 FT O IN.
22
td
8 T. 8 IN.
7 T. 7 IN.
4.1
360
9 T. 6 IN.
22
18
9 T. 2 IN.
8 T. I IN.
4.3
366
10 T. 0 IN.
24
20
9 T. 8 N.
8 T. 7 IN.
4.4
386
CURB INLET-4 FT. OPNG. FOR DRIVE -OVER CURB & GUTTER (REINFORCEMENT)
CITY OF FORT COLLINS STORMWATER APPROVED: DETAIL
UTILITIES CONSTRUCTION DETAILS DATE: 11/25/02 D _ 8B
City of Fort Collin
DRAWN BY: NBJ
10 T. 0 IN.
MIN. A SECTION
Ix x 111
x x x •
xxIt
•11 x 11 PLACE
IN. SCREW
FRONT EDGE 6
II x x x x x 11 OF PLATE
SEE DETAIL "A'� �t x x x x 1I,
5/8 IN. X 2 FT. 6 IN. X 4 FT. 6 IN.
RAISED PATTEREN NON-SKID GALV.
STEEL PLATE (AASHTO M-111)
A '
PLAN VIEW
L 4 FT. 6 IN.
6 IN. 1 4 FT. 0
SLOPE PLATE TO MATCH
SIDEWALK
1/2 IN.� I �- FLOWLINE (AS SHOWN ON PLANS
6 ' - 6` IN.
SECTION A —A
3 IN. 2 FT. 0 IN, 3 IN.
I° ° °
° ✓ 4 5/8 IN. 1/a IN. °� °- ° d 4 IN.
a °
A ° - 1 1 7 1/2 IN.
° d ° ° B IN. MIN.
a ° °
d °
2: 1 SLOPE 3 FT. 0 IN. 2;1 SLOPE
5 FT. 6 IN.
SECTION B—B 5/g IN. 3/8 IN. BRASS SCREW-181N. O.C.
GALVANIZED W/ COUNTERSUNK HEAD FLUSH
PLATE W/ PLATE
3x Ix3/8 IN.—--e-If�a IN°
GALVANIZED
ANGLE
0
a
a
NO. 3 REBAR
ANCHOR-18 IN. O.C.
DETAIL W
METAL SIDEWALK CULVERT FOR VERT. CURB & GUTTER AND SIDEWALK
City, of CITY OF APPROVED: DETAIL
��.} FORT 1011111 STORMWATER
1 `Cdlins UTILITIES DATE: 12/12/00 D _ 1 O
`. FORT COLLINS, co. CONSTRUCTION DETAILS
(970) 221-6700 DRAWN BY: NBJ
3' (TYP.)A�
3/8" BRASS SCREW 18"O.C.
WITH COUNTERSUNK HEAD
I
TYP.
a
FLUSH WITH PLATE
co r
f-
B
B
L
J
W
a
5/8" GALV,
SI(T DEW
)
STEEL PLATE
EXPANSION
EXPANSION
MATERIAL
MATERIAL��
ti I I EXTEND WALK 6"
w ON BOTH SIDES
a LCJ OF WALK
a BACK OF CURB
0
12" R V) 12" R
111
A
EDGE OF 2'-0"
STREET 3'-3" OPENING 3'-3"
8'-6"
PLAN
BACK OF SLOPE PLATE TO
CURB VARIES VARIESMATCH SIDEWALK
I
EDGE OF SLOPE VARIES 0.5: SLOPE (MIN.)
STREET J
SECTION A -A
2'-0" 3„x2"x3/8"
5/8" GALV. GALV. ANGLE
STEEL PLATE --,,VARIES, SEE PLANS-7-SEE DETAIL 1
2 11
3 -0 2
SECTION B-B
2-0 5/8 3/8" BRASS SCREW-18" O.C.
DEPRESSE GALV. WITH COUNTERSUNK HEAD FLUSH
GUTTER PLATE [WITH PLATE
w t#4@IT2 „
b4@12.. ay3 REBAR
_Q 3"'x2"x3/8" ANCHOR 18"
GALV. ate, O.C.
#4@12" O.C. ANGLE �' a
SECTION C-C DETAIL 1
METAL SIDEWALK CULVERT FOR VERT. CURB & GUTTER AND DETACHED SIDEWALK
of CITY OF APPROVED:
CFtCollins FORT COLLINS STORMWATERo
DETAIL
Foxe UTILITIES
CO. CONSTRUCTION DETAILS DATE: t/2a/o9 D- 1 OB
(970) 221-6700 DRAWN BY: NBJ
5/8 IN. X 2 FT. 6 IN. X 4 FT. 0 IN.
RAISED PATTEREN NON-SKID GALV.
STEEL PLATE (AASHTO M-111)"
Imul
X x II
II x XXI
II II g E
II x II' 6LIN EFAONT EOCE W
,I x x x x x II OF PLATE
Lg
"A" I� x x x x x ICI
B = _= _ I; B
A
PLAN VIEW SLOPE PLATE TO MATCH
LK
14 IN. � 14 IN. 4 F7. 0 IN.
1 /2 IN.
1/2 IN. / � FLOWLINE (AS SHOWN ON PLANS
6 1N... - : - t .. 6 IN.
SECTION A -A
3 IN. 2 FT, 0 IN, 3 IN.
a.
`° ° ,° ✓ 2 7/8 IN. 1/4 IN.��, ° ° aIN.
° d
S 3/4 IN
d a ° a.. c6 IN.'
G a
a Q °
2:1 SLOPE 13 FT. O IN�FT. 0 IN. 2:1 SLOPE
4 FT. 11 IN.
SECTION B-B
5/8 IN. —
GALVANIZED
GENERAL NOTES:_
1. WHEN THE CURB IS SEPERATED FROM THE SIDEWALK
THE STEEL PLATE SHALL BE PLACED ON THE
3x2x3/8 IN.
GALVANIZED
ANGLE
3/8 IN. BRASS SCREW-18 IN. O.C.
W/ COUNTERSUNK HEAD FLUSH
\\ W/ PLATE
°
�rL4 IN.e
SIDEWALK AND THE CONCRETE CHANNEL(WITH 6 IN. NO. 3 RE8AR
THICK WALL ON EACH SIDE) CONTINUED INTO THE ANCHOR-181N. O.C.
CURB AND GUTTER. DETAIL „A„
METAL CULVERT FOR DRIVE -OVER CURB, GUTTER AND SIDEWALK
CITY OF APPROVED: DETAIL
City of FORT COLLINS STORMWATER
/„I"t CO�tIt1S UTILITIES CONSTRUCTION DETAILS DATE: 12/18/00 D
FORT COLLINS, CO.
(970) 221-6700 DRAWN BY: NBJ
I
t
PROVIDED, FURTHER, that the said Surety, for value received, hereby stipulates
and agrees that no change, extension of time, alteration or addition to the
terms of the Agreement or to the Work to be performed thereunder or the
Specifications accompanying the same shall in any way affect its obligation on
this bond; and it does hereby waive notice of any such change, extension of
time, alteration or addition to the terms of the Agreement or to the Work or
to the Specifications.
PROVIDED, FURTHER, that no final settlement between the OWNER and the
CONTRACTOR shall abridge the right of any beneficiary hereunder, whose claim
may be unsatisfied.
PROVIDED, FURTHER, that the Surety Company must be authorized to transact
business in the State of Colorado and be acceptable to the OWNER.
IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts,
each one of which shall be deemed an original, this 17th day of April , 2012 .
IN PRESENCE OF:
(Corporate Seal)
IN PRESENCE OF:
Principal Nord
B
rarfleii
(122 So
(A dress)
Other Partners
to, Inc.
Y
CO 80537
' IN PRESENCE OF: Surety North American Sppeclalty Insurance Company
A
Darlene rings, A rney- n• act
' Witness By: 475 N. Martingale Road, Suite 850 Schaumburg, IL 60173
(Address)
(Surety Seal)
' NOTE: Date of Bond must not be prior to date of Agreement.
If CONTRACTOR is Partnership, all partners should execute Bond.
Rev 07108
Section 00615 Page 2
A EXTEND WALK 1 FT.
BEYOND NORMAL BACK
OF WALK.
FT �-1 6 IN. BARS
I I~ /—AT AT 11 IN. O.C.
I F T.
C IN. I 5 05 BARS AT
6 IN, THICK L— SIDEWALK 9 IN. O.C.
TYP.)
4 FT.
6 [N.
1 FT. I 2 IBARS AT
6 IN.
O.C.
BACK OF CURB
6 IN. O—SEE DETAIL •A'
r II IN. GLOVLINE
2 FT N4 BARS AT WARPED CURB 6
L12 IN. O.C. GUTTER (TYP.)
FT. 6 IN. 4 FT. OPENING 3 FT. N.
It FT.
A I
DETAIL "B" 61N.
8C 8.5 FLUSH
WITH CURB FACE I I/2 IN. R 184BAR 1 LONG
14 IN.-1 IN. LEG
2 IN.
2 IN. 4:1
6 IN.
6I1N.
\'•
1 I /2 IN.
PIPE SPACER
AN I 1/4
IN. LOCK NUT
B IN p
�' 1 1/4 IN.
DIA. X 24 IN. GALV.
"
3 IN. STEEL R00 - THREADED
3 1/2 IN,
AT TOP.
a
6 IN.
3 IN. X 3 IN. % 3/8 IN.
PLATE
C
J
B
J
8C 8.5 PATH 1 1/2 IN. DIA. HOLE
IN CENTER - EXTEND CHANNEL TO
OUTSIDE El
UE I AIL A
SEE DE TAIL
•g•
pa BARS
-
6 IN.
g5 BARS B 112 IN.
1% SLOPE
6 IN.
BARS
p4 BARS-12 IN. O.C.
BOTHWAYS
SECTION
A -A
3 FT. 6 IN. 4 FT. 0 IN. 3 FT. 6 IN.
WARPED GUTTER DEPRESSED GUTTER WARPED GUTTER
—TOP OF CURB 2 IN
NORMAL LTEREO
FLOW LINE FLOW LINE
SECTION B-B
(REINFORCEMENT NOT SHOWN)
11 FT 0 IN
61N.
DETAIL "B"
I FT.
GENERAL NOTES
1
p a BARS
5 BARS
I. SIDEWALK SHALL BE 6 IN. THICK FOR 3 FT. ON
6 IN.
EITHER SIDE OF CULVERT.
q00 1 q a BARS
ADD I g 4 BARS
2. TOP SLAB OF CULVERT SHALL BE SLOPE TO
14 112 IN.
MATCH SIDEWALK. SEE D-6.
3. EXPOSED STEEL SHALL BE GALVANIZED IN
ACCORDANCE WITH AASHTO M-Ill.
4. KEY JOINTS WHERE WALLS CONNECT TO TOP
SLAB AND BASE.
pp 4 BARS-12 IN. O.C.
BOTHWAYS
5. REINFORCEMENT IN WALLS AND BASE SHALL
BE 3 IN. FROM THE SIDE EXPOSED TO EARTH.
SECTION C—C
REINFORCEMENT IN TOP SLAB SHALL BE
1 1/2 IN CLEAR.
CONCRETE SIDEWALK CULVERT
FOR VERT. CURB,
GUTTER AND
SIDEWALK
APPROVED:
DETAIL
® CITY OF FORT COLLINS
STORMWATER
UTILITIES
CONSTRUCTION DETAILS
DATE: 12/19/00
D -12
City of Fart Collins
DRAWN BY: NBJ
A-7 EXTEND WALK I Ff.
BEYOND NORMAL BACK
OF WALK
3 FT. 6 IN.-694 BARS
AT 11 IN 0 C.
I FT.
c 9 IN. c 8C8.5 V41TH 1DIA. HOLE
5 #5 BA
L6 IN. THICK 9 IN ocRS AT . IN CENTER - EXTEND CHANNEL TO
SIDEWALK
(TYP.) OUTSIDE EDGE OF WALL.
6 IN
WALL
4 FT.
6 IN
I FTC 2 #5 BARS AT
(TYP.) 1
6 IN, G.E.
B B
BACK OF CURB- A IN.
0 N —SEE DETAIL 'A'
17 IN 11 IN. JJ DETAIL A
j
\ FOWLCOWL
INE
CURB
14 IN 44 BA A y WARPED CURB &
12 IN OC r, ITTFR (TYP)
#4 BARS
A
_7 6 IN,
DETAIL "B"
6 IN..
#5 BARS 8 1/2 IN.
17 SLOPE--- 1%
•
BE:8.5 FLUSH
#4 BARS _T
CURB FACE #4 BAR
WITH -1 1/2 IN R /IS IN. LONG
#4 BARS-12 IN O�C
I J/4 IN -1 IN. LEG
BOTHWAYS
SECTION A -A
2 IN.
2 IN. 4:11
6 IN. 6 IN.
L. 3 FT. 6 IN. 4 FT. 0 IN. 3 FT. 6 IN.
2:1-
# 5 BAR I
WARPED GUTTER DEPRESSED GUTTER WARPED GUTTER
---TOP OF CURB
AN I ld2 IN. PIPIN. E EN
UT 114 LOCK NUT
- - - - - - 1_7
8 IN.
1 114 IN. DIA. X 24 IN. GALV.
I IN. STEEL ROD - THREADED
3 112 IN. AT TOP,
NORMAL
ALTERED
FLOW LINE
FLOW LINE
SECTION B-B
6 IN.
4 IN.
(REINFORCEMENT NOT SHOWN)
3 IN. X 3 IN. X 3/8 W/.
PLATE
11 FT. 0 IN,
6 1 N
DETAIL e
I FT.
GENERAL NOTESi —
# 4 BARS # 5 BARS
I. SIDEWALK SHALL BE 6 IN. THICK FOR 3 FT. ON 5 ow
EITHER SIDE OF CULVERT.
ADD I # 4 BARS--
_ADD 1 9 4 BARS
2. TOP SLAB OF CULVERT SHALL BE SLOPE TO 1 14 1/2 IN,
MATCH SIDEWALK. SEE D-6.
3. EXPOSED STEEL SHALL BE GALVANIZED IN
ACCORDANCE WITH AASHTO M-111.
4. KEY JOINTS WHERE WALLS CONNECT TO TOP
SLAB AND BASE.
VR4 BARS-12 IN. O.C.
5. REINFORCEMENT IN WALLS AND BASE SHALL
BOTHWAYS
BE 3 IN. FROM THE SIDE EXPOSED TO EARTH.
SECTION C-C
REINFORCEMENT IN TOP SLAB SHALL BE
1 112 IN CLEAR.
CONCRETE CULVERT FOR DRIVE -OVER
CURB, GUTTER AND WALK
APPROVED:
DETAIL
CITY OF FORT COLLINS STORM
6 nh
WATER
UTILITIES CONSTRUCTION
DETAILS
DATE: 12/20/00_
D-13
(a d m
DRAWN BY: NBJ
A 7
O C
0
0
0
0
0
0
0 C
0 C
O C
0 C
� C
J
--NO. 12 GRATE AND FRAME BY
MOCLEAR OR APPROVED EQUAL.
PLAN VIEW
35 3/4 IN.
28 1/4 IN, 6 IN. 23 3/4 IN.
6 IN. 16 1/4 IN.
12 IN. MIN.
a�I
INLET GRATES
3 IN. OR. O.F.
2 IN. OR L.F, l
ga BAR ONCRETE
•I .d . [ PIPE DO.
3 IN. OR. O.F.
3 IN.
2 IN. OR L.F.
/4 O12IN. l''1
(TYP.)
.CIR.
4 ® 12 INCTRS.
FLOW LINE OF I
PlI
iCTRS.
(TYPI
INLET ANDCONCRETE
PIPE
LD.
I
CONDUIT �'
1 I
ICI
••Ia
.
H
•°
I
E
•�
� I
�
.
I I
SLOPE FOR �c
I'
DRAINAGE
12 IN. MAX. 14
STEP
/J
F•/
I I I
} 1
� SPACING
I
14 IN,
14 IN.
'
qe ® 12 IN.
CTRS,
6 IN. TYPICAL WALLS
AND FLOOR
SECTION A -A
GENERAL NOTES:
I. AREA INLETS MAY BE USED FOR
ORAINAGEWAY OTHER THAN STREETS.
(EXAMPLE, PARKING LOTS, MEDIANDS,
SUMP BASINS)
SECTION B-B
AREA INLET
® CITY OF FORT COLLINS STORMWATER APPROVED: DETAIL
UTILITIES CONSTRUCTION DETAILS DATE: ) 2/8/00 D _ 9 A
City of Fort Collin
DRAWN BY: NBJ
s
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Alley
Concrete
Border
R.O.W.
(TYP.)
Drive -Over or
Vertical Curb
& Gutter
(Z 1 0'X10' 10'X10'
SIGHT Construction Joint SIGHT Curb
AREA AREA 0" Curb
a
1:12 0 8" minimum thick 1:12
Walk g concrete Walk
jj0"Curb x Truncated Dome
6" Curb Parkway
Parkway N Vertical \ Warning Detection
Truncated Dome ,
Warning Detection
6" Curb FE6" Curb
STREET
ALLEY W/ SIDE DRAINAGE
Drainage May Cross the Walk Up to a Maximum
of 0.5 cis for the Design 2 Year Storm.
Alley
FE
j Concrete
Alley
I Drainage Inlet or Other
Drainage Collection
R.O.W.
System shall be designed
(f"YP.)
a
for 2 year storm minimum.
�0'X10'
/
\
O'X10
SIGHT
/ /
/
` \
\
SIGHT
AREA
—__
12q
L
v
8" minimum thick
o
1.24
Walk
11, I
�
�
concrete I
Walk
0" Curb N
¢
0" Curb
Parkway
—
Parkway
6' Curb Ft 6" Curb
Truncated Dome See Tables 8-1 &
Warning Detection
8-2 For Radii
STREET Requirements
ALLEY W/ CENTER DRAINAGE
Drainage May Not Cross the Walk Unless The Water is Sheet
Flow and does not interfere with pedestrian use of walk.
ALLEY INTERSECTIONS
LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING
URBAN AREA DRAWINGS
STREET STANDARDS 1 DATE: 04/01/07 803
Depress ring 1/4" to 5/8" below
adjacent finished street grade
Cover
Final asphalt lift,
overlay or grade
adjustment
Existing base course
Support with Steel Shims
and pack with High Strength
Grout
Slope up to match
finished pavement
NOTE:
1. Grout shall be a mixture of 100 Ibs Grout mix, 26 Ibs
water (3.12 Gal), and 100 Ibs of sand conforming to ASTM C-35.
2. Manholes shall not be located in crosspans, gutters, or wheel path.
3. Shim and grout to make ring and cover flush with the finished
pavement surface.
Straight cut
around ring
Concrete grade ring
to match slope or
finished grade
Shim / Grout
Grade ring
Manhole
STANDARD MANHOLE COVER
LARIHER COUNTY CONSTRUCTION REVISION NO: DRAWING
URBAN AREA DRAWINGS
STREESTANDARDS DATE: 08/07/00 1201
Detached Sidewalk
Driveway
Sidewalk
Attached Sidewalk
I.L.
F
Min. F.L.
LIP
8" Commercial
6" Residential
1 /2' Expansion
Joint Material 1/2' Expansion
Joint Material
DETACHED ATTACHED
6" SIDEWALK r �. � DRIVEWAY -• SIDEWALK
SECTION A -A
All Sidewalk Thickness Shall Be 6' minimum.
NOTE:
1. Sidewalk grade shall remain consistent across driveway
2. For driveway design requirements, see CONST. DWG. 706 & 707.
3. This detail applies to Residential & Commercial driveways.
STANDARD SIDEWALK
LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING
URBAN AREA DRAWINGS
STREET STANDARDS DATE: 04/01/07 1601
Slope sidewalk to curb 1/4' per foot.
.. ° E e , 4
4 9 8
n < G . , NOTE: Construct sidewalk with joints at 10' intervals
4 and aligned with scoring on curb.
4
of
ATTACHED SIDEWALK DETAIL
DETACHED SIDEWALK DETAIL
,
I
R 1 /8" 114 SLAB THICKNESS
. n
G
e <
a
WEAKENED PLANE JOINT
1/2' Expansion
Joint material
INSTALL IN LOCATIONS SPECIFIED
IN CHAPTER 22
EXPANSION JOINT
SIDEWALK DETAIL
LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING
URBAN AREA DRAWINGS
STREET STANDARDS DATE: 04/O1/07 1602
U)
o
2 (Radius varies) E
Curb to retain Transition
o
ground behind the \back of walk m s Truncated Dome
walk, if needed.-,,,(b'p) Warning Detection
� ^ryo`Iom
Wood float
\P
finish thru s °
ramp "a a ° c
Walk
Curb
Gutter
Broom finish
Wood float finish thru ramp
Walk Broom finish
Curb
Gutter
0
z
0
Z
5
a
a
0
0
o
m
x
c_
s� ' P
CX
o�d
6 ro �a
Curb (optional)
CORNER LOCATION Only if needed
_ Transition back of walk (typ.)
1:12 $ 1
�,,,,e �1,,,,o :12 Broom finish
�► A
6' 5' 1 6'
Truncated Dome
D (min.) T T (min.) Warning Detection
MID -BLOCK LOCATION
at the corners of the
truncated dome warning
2'-0° 6'
truncated dome warning
detection c
1:25 slope
(Max.)(m-
•, - E
SECTION A -A
NOTES:
1 . ' 6" Thickness applies to entire ramp area.
2. " 1 :25 Unless a landing behind ramp (then ramp can be 1:12
with 1 :20 on the truncated dome warning.)
3. See CONST. DWG. 1 606(a) and 1607 for Fort Collins.
4. See CONST. DWG. 1614, 1615 and 1 616 for Loveland.
ACCESS RAMP DETAILS
LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING
URBAN AREA DRAWINGS
STREET STANDARDS DATE: 04/01/07 1603
I
NAS SURETY GROUP
1
NORTH AMERICAN SPECIALTY INSURANCE COMPANY
WASHINGTON INTERNATIONAL INSURANCE COMPANY
GENERAL POWER OF ATTORNEY
KNOW ALL MEN BY THESE PRESENTS, THAT North American Specialty Insurance Company, a corporation duly organized and existing under
laws of the State of New Hampshire, and having its principal office in the City of Manchester, New Hampshire, and Washington Intemational
Insurance Company, a corporation organized and existing under the laws of the State of New Hampshire and having its principal office in the City of
Schaumburg, Illinois, each does hereby make, constitute and appoint:
RUSSELL D. LEAR, DARLENE KRINGS, JENNIFER WINTER, K'ANNE E. VOGEL,
ROYAL R. LOVELL, KAY DILL, DIANE F. CLEMENTSON, BRAND[ J. TETLEY and KELLY T. URWILLER
JOINTLY OR SEVERALLY
Its true and lawful Attomey(s)-in-Fact, to make, execute, seal and deliver, for and on its behalf and as its act and deed, bonds or other writings
obligatory in the nature of a bond on behalf of each of said Companies, as surety, on contracts of suretyship as are or may be required or permitted by
law, regulation, contract or otherwise, provided that no bond or undertaking or contract or suretyship executed under this authority shall exceed the
amount of FIFTY MILLION ($50,000,000.00) DOLLARS
This Power of Attorney is granted and is signed by facsimile under and by the authority of the following Resolutions adopted by the Boards of
Directors of both North American Specialty Insurance Company and Washington International Insurance Company at meetings duly called and held
on the 24'A of Much, 2000:
"RESOLVED, that any two of the Presidents, any Managing Director, any Senior Vice President, any Vice President, any Assistant Vice President,
' the Secretary or any Assistant Secretary be, and each or any of them hereby is authorized to execute a Power of Attorney qualifying the attorney named
in the given Power of Attorney to execute on behalf of the Company bonds, undertakings and all contracts of surety, and that each or any of them
hereby is authorized to attest to the execution of any such Power of Attorney and to attach therein the seal of the Company; and it is
' FURTHER RESOLVED, that the signature of such officers and the seat of the Company may be affixed to any such Power of Attorney or to any
certificate relating thereto by facsimile, and any such Power of Attorney or certificate bearing such facsimile signatures or facsimile seal shall be
binding upon the Company when so affixed and in the future with regard to any bond, undertaking or contract of surety to which it is attached."
�\�\aum1)1111
yQ,.bpPOH:j:4SG �� T10
c qq 4odPNA[ips
`By
c' SEAL .m= Steven P. Andenon,P.endevt & Cnwe:ee.aw� cerofWeewarton[nUm.mnameaeemComp.ar 3' SEALe
1p7a W: l = &Senior Vice President ofNoM Ameckav SpeMay Inatmee Campmy o? m
�+
� o
' �!yi��doNaniN+p�\c �erJ
By
DaNd M. Layman, Senior Vice Presidm of Waahlvetan International IvmrmeeCompany 1tl1
& Vice President of North Am 6cm Specialty Imumca Company
' IN WITNESS WHEREOF, North American Specialty Insurance Company and Washington International Insurance Company have caused their
official seals to be hereunto affixed, and these presents to be signed by their authorized officers this 19th day of January , 20 1 1
' North American Specialty Insurance Company
Washington International Insurance Company
State of Illinois
County of Cook ss:
On this 19th day of January , 20 11. before me, a Notary Public personally appeared Steven P. Anderson , President and CEO of
Washington International Insurance Company and Senior Vice President of North American Specialty Insurance Company and David M. Layman ,
Senior Vice President of Washington International Insurance Company and Vice President of North American Specialty Insurance Company,
' personally known to me, who being by me duly sworn, acknowledged that they signed the above Power of Attorney as officers of and
acknowledged said instrument to be the voluntary act and deed of their resnective companies. (�(�) ��1/
F)NF LV. SEAL" iQvn'�}, Ikh,,o
NNAD. statedaty Publiq wareaulmauDonna D. Sklens, Notary Public
Cummissiw Ewes 101Uti2011
I, James A. Carpenter , the duly elected Assistant Secretary of North American Specialty Insurance Company and Washington
' International Insurance Company, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney given by said North
American Specialty Insurance Company and Washington International Insurance Company, which is still in full force and effect.
IN WITNESS WHEREOF, I have set my hand and affixed the seals of the Companies this 17th day of April , 20 12
lama A Carpenca, Viu President & Aadnmt $eccWryof Washingbn Ivtemetionsi Insurance Campmy &
NoM American Spxialry Wmmtt Compmy
ARTERIAL
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ARTERIAL / ARTERIAL ARTERIAL / COLLECTOR
For Corner Radius > 35'
DETACHED WALK / INTERSECTION DETAIL
LARIMER COUNTY CONSTRUCTION REVISION NO: DRAWING
URBAN AREA DRAWINGS
STREET STANDARDS DATE: 08/07/00 1604
17
1
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Note:
Use of this detail requires special approval in
Fort Collins by the Local Entity Engineer.
DETACHED WALK / INTERSECTION DETAIL
LARIbiER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING
URBAN AREA DRAWINGS
STREET STANDARDS DATE: 04/01/07 1605
1.5' TRANSITION
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6' i.
LIP OF CUTTER
RAMP PATH PARTIALLY COLORED CONCRETE
PLAN VIEW
SECTION A -A
N.T.S.
N.T.S.
NOTES:
1. NO JOINTS ARE ALLOWED IN THE FLOWLINE. SIX INCH WIDE CURB OR"DUMMY JOINT' MAY BE TOOLED NO
CLOSER THAN 6 INCHES FROM FLOW LINE AS SHOWN.
2. MINIMUM CONCRETE THICKNESS IS 6 INCHES.
3. JOINT PATTERN TO BE ACCORDING TO 'INTERSECTION GUTTER DETAIL' OR AS DETERMINED BY THE LOCAL
ENTITY.
4. WOOD FLOAT FINISH IS REQUIRED OVER THE SLOPED SURFACE OF RAMP AND FLARES.
5. A 6 INCH WIDE CURB MAY BE POURED AT THE BACK OF THE RAMP AS SHOWN IF REQUIRED. IF CURB IS
USED IT SHALL MATCH THE CURB AND GUTTER STYLE OF ADJACENT CURB AND GUTTER.
6. MINIMUM RAMP WIDTH SHALL BE FOUR FEET, OR THE SAME AS THE WIDEST ADJACENT SIDEWALK,
WHICHEVER IS GREATER, UP TO A MAXIMUM WIDTH OF 8 FEET.
7. THE RAMP LANDING MAY BE POURED MONOLITHIC WITH THE ADJACENT TRANSITIONS PROVIDED THAT AN
APPROVED 'SHAKE -ON' PIGMENT BE USED TO COLOR THE LANDING AREA.
8. T= THICKNESS (AS SPECIFIED ON PLANS OR LOCAL ENTITY ENGINEER).
PEDESTRIAN RAMP DETAIL (For New Const. & Alterations)
LARI�MER COUNTY CONSTRUCTION REVISION NO: I DRAWING
URBAN AREA DRAWINGS
STREET STANDARDS DATE: 04/01/07 1606
FORT COLLINS ONLY
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LARIMER COUNTY CONSTRUCTION REVISION NO: DRAWING
URBAN AREA DRAWINGSSTREET STANDARDS DATE: 04/OI/07 16 0 6(a)
FORT COLLINS ONLY
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TRUNCATED DOME WARNING FOR ACCESS RAMPS
LARI�IER COUNTY CONSTRUCTION REVISION NO: DRAWING
URBAN AREA DRAWINGS
STREET STANDARDS DATE: 04/O1/07 1607
4' Min. Flat Rest Area
4" Min.
1 .1AX 1 :1�x Show street surface
SECTION A -A
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nose island 50 ft'
Truncated Dome
Warning Detection
(tYp )
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Sidewalk width shall conform to width
requirements for the street classification
NOTES:
1. No storm water shall drain through
pedestrian refuge.
2. Pedestrian refuge area shall be in line with
cross walks.
3. Crosswalk to line up with ramp & Refuge Area.
MEDIAN ISLANDS & PEDESTRIAN REFUGE AREA
LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING
URBAN AREA DRAWINGS
STREET STANDARDS DATE: 04/01/07 1608
(min.)
ADDITION TO EXISTING SIDEWALK
NOTES:
1. New walk additions shall be placed to the same line and grade as the existing walk.
2. Match transverse tooled joints to existing tooled joints.
TOOL JOINT FOR WALKS
NOTES:
1. Joint shall be cut 1 /4 thickness of initial concrete; tool joint for walks.
SIDEWALK WIDENING DETAILS
LARIhiER COUNTY CONSTRUCTION REVISION NO: DRAWING
URBAN AREA DRAWINGS
STREET STANDARDS DATE: 08/07/00 2501
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SECTION 00630
CERTIFICATE OF INSURANCE
CONTRACTOR shall insert his own standard form for Certificate of Insurance.
Rev 07/08
Section 00630 Page 1
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SECTION 03500
PROJECT MAPS
In alphabetical order:
Buckingham
Dunbar
Golding
Portner
Prospect 2
Saint Vrain
Trilby
Westgate
Whalers Cove
City of Fort Collins SMP 2012 Overall Map
City of Fort Collins SMP Master Street Plan
Forjf oljjns BUCKINGHAM AREA
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SECTION 00300
1
Client#: 46343 NORSTI
ACORD,. CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDIYYYY)
4/19/2012
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.
IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to
the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the
certificate holder in lieu of such endorsement(s).
PRODUCER CONTACTJennifer Winter
NAME:
Flood & Peterson Ins., Inc. PHONE g70 506-3206 A/CAxc 970 506-6846
AIC No Ek,: , No
P. O. BOX 578 E-MAIL ADDRESS: Jennifer.Winter@floodandpeterson.com
Greeley, CO 80632 FKVUUctK
CUSTOMER ID
970 356-0123 #:
INSURERISI AFFORDING COVERAGE NAIC #
Northstar Concrete, Inc.
1220 S. Garfield Avenue
Loveland, CO 80537
INSURER B: Plnnacol Assurance I (
COVERAGES CERTIFICATE NUMBER: REVISION NUMBER:
THIS IS TO CERTIFY THAT 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. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
INSR
TR
TYPE OF INSURANCE
ADDL
N
UBR
POLICY NUMBER
MMIDD EFF
OLICY
MMIDD EXP
LIMITS
A
GENERAL LIABILITY
X COMMERCIAL GENERAL LIABILITY
CLAIMS -MADE FXIOCCUR
X PD Ded:1,000
4TC07858X707COF1
04/26/2012
04/26/2011
EACH OCCURRENCE
$1 000000
PREMISES(Ea occurrence)
$300,000
MED EXP JAY one person)
$10,000
PERSONAL B ADV INJURY
$1,000,000
GENERALAGGREGATE
$2,000,000
GEN'L AGGREGATE LIMIT APPLIES PER:
POLICY X PRO LOC
JECT
PRODUCTS - COMP/OP AGG
$2,000,000
$
A
AUTOMOBILE
LIABILITY
ANY AUTO
ALL OWNED AUTOS
SCHEDULED AUTOS
HIREDAUTOS
NON -OWNED AUTOS
Drive Other Car
BA7858X70712CNS
04/26/2012
04/26/201
COMBINED SINGLE LIMIT
(Ea accident)
$1000000
X
BODILY INJURY (Per person)
$
BODILY INJURY (Per accident)
S
PROPERTY DAMAGE
(Per accident)
$
X
X
$
X
$
X
UMBRELLA LIAB
EXCESS LIAB
X OCCUR
CLAIMS -MADE
4TSMCUP7858X707T
04/26/2012
04/26/201
EACHOCCURRENCE
$1 OOQ000
AGGREGATE
$1,000,000
DEDUCTIBLE
RETENTION 10000
$
X
$
B
WORKERS COMPENSATION
AND EMPLOYERS' LIABILITY
ANY PROPRIETORIPARTNER/EXECUTIVEY
OFFICER/MEMBER EXCLUDED?
(Mandatory In NH)
If yes, describe under
DESCRIPTION OF OPERATIONS below
NIA
4108060
07/01/2011
07/01/2012
X ulis ER OTH-
E.L EACH ACCIDENT
$1,000,000
E.L. DISEASE - EA EMPLOYEE
$1,000,000
E.L. DISEASE -POLICY LIMIT
$1,000,000
ESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space Is required)
RE: 2012 Renewal of 6088 Concrete Maintenance Project - Phase II
he City of Fort Collins, and any other entities as required, their respective officers and employees, are
Be Attached Descriptions)
City of Fort Collins
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
PO BOX 580
THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
ACCORDANCE WITH THE POLICY PROVISIONS.
Fort Collins, CO 80522
AUTHORIZED REPRESENTATIVE
9�
01988-2009 ACORD CORPORATION. All rights reserved.
ORD 25 (2009/09) 1 of 2 The ACORD name and logo are registered marks of ACORD
#S690580/M689426 JZS
Fort Collins TRILBY AREA
�, r
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Fort Collins Wt1ALER5 COVE AREA
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Cftyof 201 2 Proposed Street Maintenance Program (SMP)
Fort Collins „r E
/"t. ,s . (Subject to Change)
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City of Fort Collins
Master Street Plan
- d r
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14
MOUNiA1N•VISiA / I -
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VINE .., I G 1 % `S 1A, VINELF ,
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TRILIBY/
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\ X... 4L..1 _,_:.; .._. _. .i.� CAR ENTER Ill —J
1 1'
i
Fort Collins
flUI.:.fls�n
1"a"
.J .
arr oi.MT WuWS
,
GEOGbuu NIC W FORNATON SYSTEM AUb PROOOCTS
:...rry.gsawar.wi��.a.anuv>,ants.raun...:wivrt
nE0:�6 rT9i
-uaxa;o� r-va x:
m NB(B- Otlrer mYBrYn aM bcN.rinelarrol anawn wll bB derelOp BdmaccndancB ultl:.MOpeE
m °"� "^ aee-a-Ba, conidu-,aM rre9/revheedplana o/Ine eBy. AdoPled:March 17. 1961
'^u>re4^^�+ d ~^rw•^ Amended: February 15, 2011
jbe>Ia aMM06.11 du.idBO/OMAa-B sdd—bcOrJeifual puryofea w'aMa"B.'e wva,
w+ra�o+n Master Sri tPlan. llie Gry ofFm CMinf is ry flacelrynaoanib/e bllresesnpovBmenla. Printed: March 26, 2012
I
1
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SECTION 04000
EROSION CONTROL AND INLET PROTECTION
INDEX OF EVIRONMENTAL STANDARD OPERATING PROCEEDURES (ESOP)
New Construction Activities for Municipalities
1 of 2
Street, Curb, and Gutter Replacement and Construction
1 of 3
Street, Curb, and Gutter Maintenance
1 of 3
Spill Prevention and Response
1 of 4
Utility and Storm Sewer System Maintenance
1 or 4
Utility and Storm Sewer System Replacement and Construction
1 of 3
Power Washing
1 of 2
Vehicle Fueling
1 to 3
Outdoor Fleet Maintenance
1 of 4
Heavy Equipment and Vehicle Maintenance
1 of 4
New Construction Activities for
For More Information
Name
Municipalities
Address
City, State
Description
Phone
This fact sheet covers new construction activities disturbing less
e-mail
than one acre not subject to a CDPS Construction permit. New
Possible Pollutants
construction includes, but is not limited to buildings, structures,
capital improvements, roadways, and recreational components
Sediment
such as trails, restrooms, and other structures. Procedures
Chemicals
provided are general in nature and can be applied to any scale
Organics
or type of municipal construction.
Trash
When services are contracted, this written procedure should be
Good Housekeeping
provided to the contractor so they have the proper operational
Waste Management
procedures. In addition, the contract should specify that the
Employee/Contractor Training
contractor is responsible for abiding by all applicable municipal,
state, and federal codes, laws, and regulations.
Proper Cleanup and Disposal
Procedures
Procedures
Related Procedures
. Obtain all applicable federal, state, and local permits for
Heavy Equipment and Vehicle
construction projects.
Maintenance
■ The Colorado Stormwater Construction General
Parks and Open Space
permit applies to construction sites disturbing one
Maintenance
acre or more, or less than one acre but part of a larger
Spill Prevention and Response
common plan of development.
Street, Curb, and Gutter
Replacement and
A larger common plan of development is defined as
Construction
a contiguous area where multiple separate and
Utilities and Storm Sewer
distinct construction activities may be taking place at
System Replacement and
different times on different schedules under one
Construction
plan.
Vehicle Fueling
■ A dewatering permit may be required if construction
activities require the removal and discharge of
groundwater offsite.
• A U.S. Army Corp of Engineers (USACE) Section 404
Permit may be needed if the work will be conducted
in or impact waters of the United States, including
wetlands, washes, drainages, ditches, creeks,
streams, and rivers.
Applicable sediment and erosion controls may be
installed, such as inlet protection, silt fence, sediment
traps, erosion control logs, check dams, and vehicle
tracking control. Sediment and erosion controls will be
Page 1 of 2
1
I
installed and maintained in accordance with approved design criteria and/or industry
standards.
Material stockpiles will not be stored in stormwater flow lines. Temporary sediment
control will be used during temporary, short-term placement while work is actively
occurring.
' . Where feasible, grading activities should be scheduled during dry weather.
Best management practices will be periodically inspected and maintained as necessary.
Waste containment for concrete washout, masonry, paint, trash and other potential
pollutants will be available when these activities are being conducted.
'a Where practicable, non-structural controls will be used, such as phased construction, dust
control, good housekeeping practices, and spill prevention and response.
' Employee Training
Train applicable employees who perform new construction activities on this written
procedure. Information regarding how to avoid and report spills will be presented during
the training.
Periodically conduct refresher training on the SOP for applicable employees who perform
new construction activities.
' Records
The following records could be used to document activities performed:
• Records of employee training with sign -in sheet.
' References
City of Centennial SOP: Neta Construction SOP, August 2007.
Mesa Counhy, Municipal Operations and Maintenance Program, July 2005.
1
Page 2 of 2
Street, Curb, and Gutter
For More Information
(
Name
Replacement and
Address
Construction
City, State
Phone
Description
e-mail
Procedures involving the replacement and
Possible Pollutants
construction of streets, curbs, and gutters have the
Fine-grained sediment
potential to impact stormwater quality. Materials
Organics
involved in these activities should be used efficiently
and disposed of properly.
Oil
Saw -cut slurry
When services are contracted, this written procedure
Trash
should be provided to the contractor so they have the
Good Housekeeping
proper operational procedures. In addition, the
Dumpster/Waste Management
contract should specify that the contractor is
responsible for abiding by all applicable municipal,
Employee/Contractor Training
state, and federal codes, laws, and regulations.
Proper cleanup and disposal
procedures
Procedures
Dry cleaning methods
General
Related Procedures
. Obtain all applicable federal, state, and local
Spill Prevention and Response
permits for construction projects.
Street Sweeping
The Colorado Stormwater Construction
Street Sweeper Cleaning and
General permit applies to construction sites
Waste
disturbing one acre or more, or less than one
Street, Curb and Gutter
acre but part of a larger common plan of
Maintenance
development.
• A larger common plan of development is
defined as a contiguous area where multiple
separate and distinct construction activities
may be taking place at different times on
different schedules under one plan.
• A dewatering permit may be required if
construction activities require the removal
and discharge of groundwater offsite.
• A U.S. Army Corp of Engineers (USACE)
Section 404 Permit may be needed if the work
will be conducted in or impact waters of the
United States, including wetlands, washes,
drainages, ditches, creeks, streams, and rivers.
I
L
I
1
Applicable sediment and erosion controls may be installed, such as inlet protection,
silt fence, sediment traps, erosion control logs, check dams, and vehicle tracking
control. Sediment and erosion controls will be installed and maintained in
accordance with approved design criteria and/or industry standards.
When saw cutting, ensure that no slurry enters the storm drain. Let the slurry dry,
sweep it up, and properly dispose of the sweepings or vacuum while saw cutting.
• Do not perform concrete or asphalt paving work during wet conditions whenever
possible.
Monitor construction equipment for leaks and use drip pans as necessary.
Leaking material containers should be properly discarded and replaced.
• Store materials in containers under cover when not in use and away from any storm
drain inlet.
• Wash out mixers, delivery trucks, or other equipment in the designated concrete
washout area only.
• Locate concrete washout, portable toilets, and material storage away from storm
drain inlets.
Material stockpiles will not be stored in stormwater flow lines. Temporary
sediment control will be used during temporary, short-term placement while work
is actively occurring.
Sweep or vacuum the roadway as needed, during construction and once
construction is complete.
• Best management practices will be periodically inspected and maintained as
necessary.
Where practicable, non-structural controls will be used, such as phased construction,
dust control, good housekeeping practices, and spill prevention and response
procedures.
Where practicable, non-structural controls will be used, such as phased
construction, dust control, good housekeeping practices, and spill prevention and
response.
Bridge Construction
• Do not transfer or load any materials directly over waterways.
' Suspend drop cloths or nets below any bridgework where wastes, scraps, or drips
might be spilled into a waterway.
Concrete Work
Minimize the drift of chemical cure on windy days by using the curing compound
sparingly and applying it close to the concrete surface.
• Ensure there is a concrete truck washout area available or require the contractor to
wash out at the batch plant.
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' SECTION 00635
CERTIFICATE OF SUBSTANTIAL COMPLETION
TO: CITY OF FORT COLLINS
(OWNER)
DATE OF SUBSTANTIAL COMPLETION: PROJECT TITLE: 6088 Concrete Maintenance
Project Phase II - 2012 Renewal
PROJECT OR SPECIFIED PART SHALL LOCATION: Fort Collins, Colorado
INCLUDE:
OWNER: City of Fort Collins
CONTRACTOR: Northstar Concrete, Inc.
CONTRACT DATE: April 9, 2012
The Work performed under this contract has been inspected by authorized
representatives of the OWNER, CONTRACTOR, and the ENGINEER and the project (or
specified part of the project, as indicated above) is hereby declared to be
substantially completed on the above date.
A tentative list of items to be completed or corrected is appended hereto.
This list may not be exhaustive, and the failure to include an item on it does
' not alter the responsibility of the CONTRACTOR to complete all the Work in
accordance with the Contract Documents.
ENGINEER AUTHORIZED REPRESENTATIVE DATE
The CONTRACTOR accepts the above Certificate of Substantial Completion and
agrees to complete and correct the items on the tentative list within the time
indicated.
By:
CONTRACTOR AUTHORIZED REPRESENTATIVE DATE
The OWNER accepts the project or specified area of the project as
substantially complete and will assume full possession of the project or
specified area of the project at 12:01 a.m., on The
responsibility for heat, utilities, security, and insurance under the Contract
Documents shall be as set forth under "Remarks" below.
CITY OF FORT COLLINS, COLORADO By:
OWNER AUTHORIZED REPRESENTATIVE DATE
REMARKS:
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Section 00635 Page 1
• Whenever possible, recycle concrete rubble; otherwise, dispose of it as solid waste.
Asphalt Work
Control the placement of road base or asphalt used in embankments or shoulder
backing; do not allow these materials to fall into any storm drain or watercourses.
Whenever possible, recycle asphalt. If recycling is not possible, dispose of as solid
waste.
Painting and Striping
• If possible, schedule painting and striping projects during dry weather.
• Use thermoplastic or epoxy markings in place of paint whenever feasible.
• Use care to prevent splashing or spilling of any liquid material. Follow the Spill
Prevention and Response procedure should a spill occur.
Employee Training
Train applicable employees who perform street, curb, and gutter construction on this
written procedure. Information regarding how to avoid and report spills will be
presented during the training.
• Periodically conduct refresher training on the SOP for applicable employees who
perform street, curb, and gutter construction.
Records
The following records could be used to document activities performed:
• Records of employee training with sign -in sheet.
References
City of Centennial, Department of Public Works: Asphalt and Concrete Program, No Date.
City of Centennial, Department of Public Works: Asphalt Program, No Date.
PACE, Stormrvater Best Management Practices: Street Maintenance, No Date.
Optional Additional Resources
Concrete truck washout BVIP specifications.
Gravel road maintenance procedures.
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Street, Curb, and Gutter
For More Information
Name
Maintenance
Address
Description
City, State
Phone
Street, curb, and gutter activities include concrete and
e-mail
asphalt installation, maintenance, repair, and
replacement; bridge maintenance; and painting and
Possible Pollutants
striping. Procedures involving the maintenance of
Fine-grained sediment
streets, curbs, and gutters have the potential to impact
Organics
stormwater quality. Materials involved in these
Oil
activities should be used efficiently and disposed of
Saw -cut slurry
properly.
Trash
When services are contracted, this written procedure
Good Housekeeping
should be provided to the contractor so they have the
DumpsterlWaste Management
proper operational procedures. In addition, the
Employee/Contractor Training
contract should specify that the contractor is
responsible for abiding by all applicable municipal,
Proper cleanup and disposal
procedures
state, and federal codes, laws, and regulations.
Dry cleaning methods
Procedures
Related Procedures
General
Spill Prevention and Response
. Protect storm drain inlets and drains with curb
Street Sweeping
socks, rock berms, inlet protection, or drain
Street Sweeper Cleaning and
covers/mats prior to any maintenance activity.
Waste
. When saw cutting ensure that no slurry enters
the storm drain, let the slurry dry, sweep it up,
and properly dispose of the sweepings.
• Do not perform concrete or asphalt patch work
during wet conditions whenever possible.
• Leaking material containers should be properly
discarded and replaced.
• Store materials in containers under cover when
not in use and away from any storm drain inlet.
• Monitor equipment for leaks and use drip pans
as necessary.
• Sweep or vacuum the roadway once
maintenance activities are complete.
Bridge Maintenance
• Do not transfer or load any materials directly over waterways.
Secure lids and caps on all containers when on bridges.
• Suspend drop cloths or nets below any bridgework where wastes, scraps, or drips
might be spilled into a waterway.
Concrete Maintenance
Minimize the drift of chemical cure on windy days by using the curing compound
sparingly and applying it close to the concrete surface.
• Ensure there is a concrete truck washout area available or require the contractor to
wash out at the batch plant.
• Whenever possible, recycle concrete rubble; otherwise, dispose of it as solid waste.
Asphalt Maintenance
• Sweep to minimize sand and gravel from new asphalt from getting into storm
drains, streets, and creeks.
• Do not allow asphaltic concrete grindings, pieces, or chunks used in embankments
or shoulder backing to enter any storm drain or watercourses. Apply temporary
perimeter controls. Install silt fence until the stricture is stabilized or permanent
controls are in place.
• Whenever possible, recycle broken asphalt. If impossible, dispose of as solid waste.
• Drainage inlet structures shall be covered with inlet protection during application of
seal coat, tack coat, slurry seal, and/or fog seal.
Painting and Striping
• If possible, schedule painting and striping projects during dry weather.
Use thermoplastic or epoxy markings in place of paint whenever feasible.
The pre -heater for thermoplastic striping and the melting tanks used during
pavement marking must be filled carefully to prevent splashing or spilling of
materials. Leave 6 inches at the top of pre -heater and the melting tanks to allow
room for material to move and splash when vehicles are deadheaded.
Employee Training
Train applicable employees who perform street, curb, and gutter maintenance on this
written procedure. Information regarding how to avoid and report spills will be
presented during the training.
• Periodically conduct refresher training on the SOP for applicable employees who
perform street, curb, and gutter maintenance.
Records
The following records could be used to document activities performed:
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• Records of employee training with sign -in sheet.
References
City of Centennial, Department of Public Works: Asphalt and Concrete Program, No Date.
City of Centennial, Department of Public Works: Asphalt Program, No Date.
PACE, Stornnoater Best Management Practices: Street Maintenance, No Date.
Optional Additional Resources
Concrete truck washout BMP specifications.
Gravel road maintenance procedures.
ii . .. _ �AiiY4TtF'ya.YYIB&�iA3NElP@l4" •w�� .TsP.F:*4]au'�8/
Spill Prevention and
For More Information
Name
Response
Address
City, State
Description
Phone
Due to the type of work and the materials involved, many
e-mail
activities that occur either at a municipal facility or as part
of municipal operations have the potential for accidental
Possible Pollutants
spills. Some municipal facilities operate under Spill
Chemicals
Prevention Control and Countermeasures (SPCC) plans
Toxics
that include procedures for spill response. Proper spill
Oil
response planning and preparation enables employees and
Paint
contractors to effectively respond to problems and
Fuel
minimize the discharge of pollutants to the storm sewer
Good Housekeeping
system.
Waste Management
When services are contracted, this written procedure
should be provided to the contractor so they have the
Employee/Contractor Training
proper operational procedures. In addition, the contract
Proper cleanup and disposal
should specify that the contractor is responsible for
procedures
abiding by all applicable municipal, state, and federal
Related Procedures
codes, laws, and regulations.
Fertilizer, Pesticide, and
Herbicide Application
Procedures
Heavy Equipment and Vehicle
Spill Prevention
Maintenance
Keep work areas neat and well organized.
Material Storage
• Maintain a Material Safety Data Sheet (MSDS) for
Materials Management
each hazardous chemical. Follow the Outdoor
Outdoor Vehicle Maintenance
Material Storage procedures.
Vehicle Fueling
Provide tight fitting lids for all containers.
Keep containers clearly labeled. Labels should
provide name and type of substance, stock number,
expiration date, health hazards, handling
suggestions, and first aid information.
Store containers, drums, and bags away from direct
traffic routes to prevent accidental spills.
Inspect storage containers regularly for signs of
leaking or deterioration.
Replace or repair leaking storage containers.
Use care to avoid spills when transferring materials
from one container to another.
Page 1 of 4
'• Use powered equipment or get assistance when moving materials to and from a
storage area. Use care to prevent puncturing containers with the equipment.
'• Do not wash down or hose down any outdoor work areas or trash/waste container
storage areas except where wash water is captured and discharged into the sanitary
sewer (if approved).
• Conduct periodic inspections to ensure that materials and equipment are being
handled, disposed/recycled, and stored correctly.
• Provide adequate spill kits or lockers with sufficient equipment and supplies
necessary for each work area where the potential for spills or leaks exists.
• Inspect each spill kit or locker regularly and after each spill response. Replace any
spent supplies or repair any equipment that is worn or not suitable for service.
• Stock adequate personal protective equipment.
' Spill Response
Safety
Consider safety at all times. Anticipate and avoid all likely hazards. Never approach, contact, or
sample an unknown substance. If a highly toxic or flammable substance is discovered, staff
should leave the immediate area and contact the appropriate identified response authority, such
as the fire department. If there is any question about a substance, contact the appropriate
identified response authority or other designated representative.
Procedures
' . Stop the leading edge of the spill. Block or divert the spill to avoid discharge to the
storm sewer system and to minimize the area requiring cleanup.
• Determine the source of the spill and stop the spill at its source by closing a valve,
plugging a leak, or setting a container upright. Transfer material from a damaged
container.
' . Identify the material and volume spilled. Contact the appropriate identified
response authority or other designated representative if you cannot identify the
material and its properties.
' . Refer to the MSDS to determine appropriate personal protective equipment, such as
gloves and safety glasses and appropriate cleanup methods.
• Clean up spills immediately to prevent spreading of wastes by wind, rain, and
vehicle traffic and potential safety hazards.
• Use sand absorbents or socks, pillows, or pads to quickly capture spilled liquid and
properly dispose of all clean-up materials. Use dry clean-up methods only.
Complete all necessary reports.
Page
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Spill Reporting
• A spill of any chemical, oil, petroleum product, or sewage that enters waters of the
state of Colorado (that include surface water, ground water, and dry gullies and
storm sewers leading to surface water) must be reported immediately to the
Colorado Department of Public Health and Environment.
• Release of a substance into a storm drain, or onto a parking lot or roadway as part of
a storm sewer leading to surface water, is reportable. However, if the material can
be contained and cleaned within the storm sewer system to the degree that a
subsequent flow in the storm sewer will not flush the substance to waters of the
State, it may not need to be reported.
• Contact the appropriate identified response authority within the municipality or
other designated representative and be prepared to provide details needed to report
the spill to the necessary agencies.
• Detailed spill reporting guidance can be found at
http://w�vev.cdl2he.state.co.us/op/wgcc/ Resources/Guidance/spillguidance.pdf
and http://%vww.cdphe.state.co.us/hm/s12illsandreleases.hLm
Employee Training
• Train applicable employees who perform spill prevention and response on this
written procedure. Information regarding how to avoid and report spills will be
presented during the training.
• Periodically conduct refresher training on the SOP for applicable employees who
perform spill prevention and response activities.
Records
The following records could be used to document activities performed:
• Records of any major spills and the action taken.
• Records of employee training with sign -in sheet.
References
City of Centennial, Departnent of Public Works: Good Housekeeping, No Date.
City of Centennial, Department of Public Works: Materials Management, No Date.
City of Centennial, Department of Public Works: Spill Prevention and Control, No Date.
City of Golden, Stormwater Quality Pollution Prevention Guide for Municipal Operations: Parks
Department Golf Course, January 2004.
City of Lafayette, Spill Clean Up, No Date.
Colorado Department of Public Health and Environment, Environmental Spill Reporting, January
2009.
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Mesa County, Municipal Operation and Maintenance Program, July 4, 2005.
USEPA Menu of BMP: Spill Response and Prevention,
1 cfpub.epa.gov/npdes/stormwater/menuofbmps/, accessed July 5, 2009.
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For More Information I
Utility and Storm Sewer
Name
System Maintenance
Address
City, State
Phone
Description
This procedure addresses utility and storm sewer system
e-mail
maintenance. Utilities include power, sanitary sewer,
Possible Pollutants
water conveyance systems, and the storm sewer system.
Sediment
Power includes electrical and gas utilities. Maintenance
Nutrients
of power may require excavation and reinstallation of
Metals
lines including open cut trenching or directional boring
Hydrocarbons
in landscaped areas or street right of way. Electrical and
Trash
gas line maintenance ensures services are provided to
Good Housekeeping
businesses and households without interruption.
Waste Management
The sanitary sewer system is cleaned as part of routine
Employee/Contractor Training
maintenance and on an emergency basis. Without
proper maintenance, sanitary sewer back-ups and
Proper Cleanup and Disposal
Procedures
overflows may occur and can result in potential property
damage and significant health concerns if not properly
Related Procedures
managed.
Heavy Equipment and Vehicle
Maintenance
Water conveyance systems are flushed and pressure
tested as part of routine maintenance. Potable water
Parks and Open Space
Maintenance
systems must be properly maintained to ensure delivery
of water that meets State and Federal health standards.
Spill Prevention and Response
Failures result in water main breaks that can cause
Street, Curb, and Gutter
property damage including erosion.
Replacement and
Construction
The storm sewer system is cleaned as part of routine
Utilities and Storm Sewer
maintenance and on an emergency basis in the event of
System Replacement and
flooding. Maintenance will remove pollutants and
Construction
ensure the system functions properly to avoid flooding.
Vehicle Fueling
Flooding, ponding, and uncontrolled sheet flow can
result in property damage and increased soil erosion.
When services are contracted, this written procedure
should be provided to the contractor so they have the
proper operational procedures. In addition, the contract
should specify that the contractor is responsible for
abiding by all applicable municipal, state, and federal
codes, laws, and regulations.
Page 1 of 4
Procedures
General
' . Conduct routine inspection and maintenance on utility and storm sewer systems.
Where feasible, schedule maintenance activities during dry weather.
Monitor the jet/vacuum truck closely for leaks and use a drip pan as needed.
Wash and fuel the jet/vacuum truck per the Heavy Equipment/Vehicle
' Maintenance procedure.
Properly dispose of vac truck contents.
Stay alert for any signs of illicit discharges. This includes "dry weather" flows or
' pipes or hoses emptying directly into waterways or the storm sewer system.
Report any suspicious discharges or dumping to your supervisor.
' Electrical and Gas Utility Maintenance
To prevent sediment, mud and particles generated by power utility maintenance
from entering the stormwater system implement inlet protection, perimeter
control, street sweeping, vehicle tracking control, stockpile management and
material management BMPs.
'0 Restore landscaped or hardscaped areas promptly.
Potable Water Line Flushing
Remove any debris from the gutter that could wash away with the water. If
' possible, sweep the flow line before flushing the line.
Direct the water so that it is not flowing over exposed soil areas in order to minimize
erosion.
Water Line Breaks
Contain spoils by building berms or installing rock socks around the area of
disturbance.
Dewater the excavation by using a vac truck.
' . Discharge high chlorine water to the sanitary sewer via the nearest manhole, to a
water truck, through a dechlorinating diffuser, or other method of dechlorination.
• Remove sediment from the street, curb, gutter and storm inlets as needed
' immediately following the repair.
• Where needed, install a temporary patch or repave as soon as practicable following
the repair.
If necessary, revegetate areas as soon as practicable following the repair.
Sanitary Seaver Backup
Clear line stoppage to prevent backup into house basements and manhole overflows.
Page 2 of d
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SECTION 00640
CERTIFICATE OF FINAL ACCEPTANCE
20
TO: Northstar Concrete, Inc.
Gentlemen:
You are hereby notified that on the _ day of , 20_, the City of
Fort Collins, Colorado, has accepted the Work completed by
for the City of Fort Collins project, 6088 Concrete Maintenance Project Phase
II 2012 Renewal.
A check is attached hereto in the amount of $
as Final Payment for all Work done, subject to the terms of the Contract
Documents which are dated , 20
In conformance with the Contract Documents for this project, your obligations
and guarantees will continue for the specified time from the following
date: 1 20 .
Sincerely,
OWNER: City of Fort Collins
By:
Title:
ATTEST:
Title:
Rev 07/08
Section 00640 page 1
Contain overflows by using emergency generator, pump and/or a vac truck to
intercept flows. It may be necessary to construct additional containment.
Clean up spills by washing and vacuuming the affected areas. Lime may need to be
applied for disinfection of affected areas. Lime must be removed once disinfection is
complete.
Storm Sewer System Pipes, Catch Basins, Inlet and Outlet Structures, and Culverts
Clean storm sewer system by manual cleaning or jetting the pipes using a
jet/vacuum truck to remove the material.
Do not temporarily store collected storm system cleaning debris adjacent to any
surface water, storm drain inlet, or drainageway.
Storm sewer system maintenance wastes may be either non -hazardous or hazardous.
Solid non -hazardous waste may be disposed in a sanitary landfill or recycled.
Liquid non -hazardous waste must be evaporated before disposing of it into the
landfill or discharged to the sanitary sewer system with the approval of the local
wastewater treatment plant. Hazardous waste, as defined under Colorado
Hazardous Waste Regulations (6 CCR 1007-3), must be transported and disposed of
at a permitted disposal or treatment facility.
Replace or maintain "no dumping' stencils or plaques as necessary.
Remove trash from trash racks and grated openings.
Detention and Retention Ponds
Inspect the outlet works and remove trash or vegetation from the trash racks and
grates.
Inspect side slopes of the pond for erosion and reestablish vegetation as needed.
Remove and service fountains and aerator motors as recommended.
Report any suspected water quality problems such as a change in growth or
appearance of vegetation.
Report excessive sediment accumulation, standing water beyond the designed drain
down time or damage requiring additional maintenance.
Drainageways
Drainageways include drainage channels, ditches, grass swales, and washes.
Inspect drainageways for erosion and repair if necessary.
Remove and properly dispose of trash and debris from the drainageways. Remove
sediment which could impede flow in drainageways.
Leave an unmown buffer when mowing adjacent to drainageways to filter
pollutants. Do not leave grass clippings in or next to the drainageway. Do not apply
landscape chemicals in the buffer area.
Page 3 of 4
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' Employee Training
• Train applicable employees who perform utility and storm sewer system activities on
this written procedure. Information regarding how to avoid and report spills will be
presented during the training.
• Periodically conduct refresher training on the SOP for applicable employees who
perform utility and storm sewer system activities.
Records
I The following records could be used to document activities performed:
• Records of employee training with sign -in sheet.
' References
Center for Watershed Protection, Municipal Pollution Prevention/Good Housekeeping Practices:
Version 1.0, September 2008.
' City of Centennial SOP: Detention Pond Maintenance SOP, August 2007.
City of Centennial SOP: Inlet, Pipe, and Vault Cleaning and Disposal SOP, August 2007.
' City of Centennial SOP: Drainageway Maintenance SOP, August 2007.
City of Golden Stornnaater Drainage Maintenance Plan, February 2008.
' City of Greeley, Department of Public Works: Storrs Water Drainage Prograni, January 2008.
City of Greeley, Department of Public Works: Ditch Program, No Date.
City of Lafayette Standard Operating Procedure: Ditch Cleaning, March 2009.
' Cihy of Lafayette Standard Operating Procedure: Cleaning Storm Drain System, March 2009.
City of Lafayette Standard Operating Procedure: Manhole Cleaning, March 2009.
City of Lafayette Standard Operating Procedure: Potable Line Flushing, March 2009.
City of Lafayette Standard Operating Procedure: Sanitary sezoer Backup, March 2009.
City of Lafayette Standard Operating Procedure: Waterline Breaks, March 2009.
Mesa County, Municipal Operations and Maintenance Program, July 2005.
Partners for a Clean Environment, Storm Drain Maintenance, No date.
Optional Additional Resources
' Municipal codes and ordinances that relate to utility or storm sewer system maintenance.
Inspection and maintenance frequency plan for the storm sewer system.
' Specific instructions on how to operate applicable equipment.
Instructions on how to track the amount of debris collected.
Treated Water Discharge Plans for potable water maintenance.
Page 4 of 4
Utility and Storm Sewer
For More Information
Name
System Replacement and
Address
Construction
City, State
Phone
e-mail
Description
This procedure covers utility and storm sewer system
Possible Pollutants
replacement and construction. Utilities include power,
Sediment
storm sewer, sanitary sewer, water conveyance systems.
Chemicals
When services are contracted,' this written procedure
Organics
should be provided to the contractor so they have the
Trash
proper operational procedures. In addition, the contract
Good Housekeeping
should specify that the contractor is responsible for
abiding by all applicable municipal, state, and federal
Waste Management
codes, laws, and regulations.
Employee/Contractor Training
Proper Cleanup and Disposal
Procedures
Procedures
General
Related Procedures
• Obtain all applicable federal, state, and local
Heavy Equipment and Vehicle
permits for construction projects.
Maintenance
Parks and Open Space
The Colorado Stormwater Construction
Maintenance
General permit applies to construction sites
Spill Prevention and Response
disturbing one acre or more, or less than one
acre but part of a larger common plan of
Street, Curb, and Gutter
development.
Replacement and
Construction
A larger common plan of development is
Utilities and Storm Sewer
defined as a contiguous area where multiple
System Replacement and
separate and distinct construction activities
Construction
may be taking place at different times on
Vehicle Fueling
different schedules under one plan.
• A dewatering permit may be required if
construction activities require the removal
and discharge of groundwater offsite.
■ A U.S. Army Corp of Engineers (USACE)
Section 404 Permit may be needed if the work
will be conducted in or impact waters of the
United States, including wetlands, washes,
drainages, ditches, creeks, streams, and rivers.
Page 1 of 3
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• Applicable sediment and erosion controls may be installed, such as inlet protection,
' silt fence, sediment traps, sediment control logs, check dams and vehicle tracking
control. Sediment and erosion controls will be installed and maintained in
accordance with approved design criteria and / or industry standards.
• When saw cutting, ensure that no slurry enters the storm drain. Let the slurry dry,
sweep it up, and properly dispose of the sweepings or vacuum while saw cutting.
• Where feasible, grading activities will be scheduled during dry weather.
• Do not perform concrete or asphalt paving work during wet conditions whenever
possible.
• Monitor construction equipment for leaks and use drip pans as necessary.
• Leaking material containers should be properly discarded and replaced.
' • Store materials in containers under cover when not in use and away from any storm
drain inlet.
' • Wash out mixers, delivery trucks, or other equipment in the designated concrete
washout area only.
• Locate concrete washout, portable toilets, and material storage away from storm
' drain inlets.
Material stockpiles will not be stored in stormwater flow lines. Temporary
sediment control will be used during temporary, short-term placement while work
is actively occurring.
Sweep or vacuum the roadway as needed, during construction and once
construction is complete.
• Best management practices will be periodically inspected and maintained as
necessary.
• Where practicable, non-structural controls will be used, such as phased construction,
dust control, good housekeeping practices, and spill prevention and response
procedures.
Emergency Repair and Replacement
Emergency Discharges are defined as situations in which it is not possible to implement all of
' the available BMPs due to the uncontrolled nature of the discharge. The primary focus during
these events is to identify and mitigate the cause as soon as possible. Clean up of resulting
sediment or other pollutants will be performed as soon as practicable following the emergency.
Refer to the Spill Prevention and Response procedure for reporting requirements.
Page 2 of 3
1
Employee Training
Train applicable employees who perform utility replacement and construction
activities on this written procedure. Information regarding how to avoid and report
spills will be presented during the training.
Periodically conduct refresher training on the SOP for applicable employees who
perform utility replacement and construction activities.
Records
The following records could be used to document activities performed:
• Records of employee training with sign -in sheet.
References
Center for Watershed Protection, Municipal Pollution Prevention/Good Housekeeping Practices:
Version 1.0, September 2008.
City of Centennial SOP: Detention Pond Maintenance SOP, August 2007.
City of Centennial SOP: Inlet, Pipe, and Vault Cleaning and Disposal SOP, August 2007.
City of Centennial SOP: Drainageway Maintenance SOP, August 2007.
City of Golden Stormwater Drainage Maintenance Plan, February 2008.
City of Greeley, Department of Public Works: Storm Water Drainage Progrant, January 2008.
City of Greeley, Department of Public Works: Ditch Progrant, No Date.
City of Lafayette Standard Operating Procedure: Ditch Cleaning, March 2009.
City of Lafayette Standard Operating Procedure: Cleaning Storm Drain System, March 2009.
City of Lafayette Standard Operating Procedure: Manhole Cleaning, Nlarch 2009.
Cihj of Lafayette Standard Operating Procedure: Potable Line Flushing, March 2009.
City of Lafayette Standard Operating Procedure: Sanitary sezoer Backup, March 2009.
City of Lafayette Standard Operating Procedure: Waterline Breaks, March 2009.
Mesa County, Municipal Operations and Maintenance Progrant, July 2005.
Partners for a Clean Environment, Storm Drain Maintenance, No date.
Page 3 of 3
City of Fort Collins
Regulatory and Government Affairs Division
CItYof
Fort Collins
Verification
Originator
Revised
Approved
Issued
Initials
Date
LR
Oct.09
ss
10/19109
Environmental Standard Operating Procedure (ESOP)
ESOP —Power Washing (Pressure Washing) wastewater
Persons who will
City staff who perform power washing, and their supervisor/manager.
use this ESOP:
A variety of City departments perform power washing. The employee
Area of
who power washes, and his/her supervisor/manager, will use the
application:
information in this SOP to guide their power washing, and supply
purchasing, activities.
Document
I:\RGA Division\SOPS\ESOPs
location:
Revisions
Rev. Date
Description
No.
001
002
Procedure Index
1.0 Purpose
2.0 Scope
3.0 Process
4.0 Training Requirements
5.0 References/Related Documents
6.0 Records
Revision date:
10/19/2009 Page 1 of 3
I
City of Fort Collins
Regulatory and Government Affairs Division
City of
Fort Collins
Verification
Originator
Revised
Approved
Issued
Initials
Date
LR
Oct.09
ss
10119/09
Environmental Standard Operating Procedure (ESOP)
ESOP —Power Washing (Pressure Washing) wastewater
1.0 Purpose
1.1 The purpose of this ESOP is to describe the appropriate methods of handling
power washing wastewater.
2.0 Scope
2.1 The scope of this ESOP is limited to the description of the allowable methods of
the disposal of power washing wastewater and the protection of the storm drainage
system; the scope does not include specifics on how to power wash.
3.0 Process
3.1 Power washing wastewater must be prevented from running uncontrolled in the
City's storm water system. The system includes streets, inlets, gutters, ponds,
creeks, ditches, and the Poudre River. During the power washing activity, ensure
the wastewater is controlled by the utilization of the natural slope of the land, or
barriers such as inlet covers. Use of barriers on an impermeable surface also
requires that the wastewater be vacuumed, collected, and disposed of properly.
3.2 General pollution prevention procedures:
A. Use dry methods for surface pre -cleaning, such as using absorbent on
small oil spots and sweeping up trash, debris, dirt, and used absorbent
before power washing.
B. Minimize the amount of water used during power washing activities.
C. Avoid using cleaning products that contain hazardous substances (e.g.,
hydrofluoric acid, muriatic acid, sodium hydroxide, bleach) that can turn
wastewater into hazardous waste.
3.3 Prior to power washing, decide on one of the following methods of disposal:
D. Landscape --power washing wastewater may be discharged to
landscaped areas if the materials used and the material removed are
not harmful to vegetation, there is no ponding, and there is no
uncontrolled runoff to the stormwater system.
E. Wastewater treatment system-- As long as the collected wastewater
does not have an oil sheen, has a pH between 5 and 11, and does not
contain any hazardous or toxic substances, the wastewater may be
disposed of into the City's wastewater treatment system.
x If you add anything to the wash water (ie—a cleaning agent) or if you
have questions about the content of your power washing wastewater,
Revision date:
10/19/2009 Page 2 of 3
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City of Fort Collins
Regulatory and Government Affairs Division
City of
Fort Collins
Verification
Originator
Revised
Approved
Issued
Initials
Date
LR
Oct. 09
ss
10/19/09
Environmental Standard Operating Procedure (ESOP)
ESOP —Power Washing (Pressure Washing) wastewater
please contact the industrial pretreatment office at 221-6938.
Disposal into the City's wastewater treatment system may be done
either by discharging directly to an inside drain, or by pump truck at
the Drake wastewater treatment facility. Disposing by pump truck
requires a waste hauler's permit, and a 5 cent/gallon fee will be
charged. For fee information, or to obtain a permit, contact
the industrial pretreatment office at 221-6938.
F. Truck the waste to a different waste disposal facility.
3.4 Once wastewater has been collected, visible solids remaining in the collection area
must be swept up to prevent future discharges to the storm drain.
3.5 A sewer manhole cover may not be removed for disposal to the wastewater
system.
3.6 If you are working in an area that is serviced by a neighboring wastewater district,
such as South Fort Collins Sanitation or Boxelder, it is necessary to contact that
district's industrial pretreatment coordinator before discharging to their system.
4.0 Training Requirements
4.1 The training requirement associated with this procedure is knowledge of the proper
management of power washing wastewater.
5.0 References / Related Documents
5.1 http://www.cdphe.state.co.us/wq/PermitsUniUPolicyandGuidance/powerwash.pdf
5.2 I:\RGA division\Illicit Discharge Program\Complaint Calls\pressure washing\City
power washingguidance.pdf
6.0 Records
6.1 The following records could be used to document activities performed:
• Records of employee training with sign -in sheet.
• List of power washing activities and departments responsible for conducting
power washing.
Revision date:
10/19/2009
Page 3 of 3
For More Information
Vehicle Fueling
Name
Description
Address
Spills of gasoline and diesel fuel on the ground or on vehicles
City, State
during fueling can wash into a storm drain and cause water
Phone
pollution.
e-mail
When services are contracted, this written procedure should be
Possible Pollutants
provided to the contractor so they have the proper operational
Metals
procedures. In addition, the contract should specify that the
Hydrocarbons
contractor is responsible for abiding by all applicable municipal,
Toxins
state and federal codes, laws, and regulations.
Good Housekeeping
procedures
Drip pans
General
Secondary containment
. Fuel vehicles at approved locations (municipal fueling
Automatic shutoff nozzles
station or offsite fueling station).
Signs
Provide spill kits near the municipal fueling location.
Spill response plans
Spill cleanup materials
• If fuel is stored in an above -ground tank, store fuel in
enclosed, covered tanks with secondary containment
Dry cleanup methods
(e.g., concrete barrier or double -walled tanks).
Employee training
• All fuel tanks will be inspected per State and Federal
Related Procedures
regulations.
Heavy Equipment/Vehicle
Maintenance
. Periodically inspect municipal fueling locations for the
Outdoor Fleet Maintenance
following:
Spill Prevention and Response
For above -ground tanks, inspect tank foundations,
connections, coatings, tank walls, and piping
systems. Look for corrosion, leaks, cracks,
scratches, and other physical damage that may
weaken the tank.
• Check for spills and fuel tank overfills due to
operator error.
Clean up any leaks or drips. Clean up is not completed
until the absorbent is swept up and disposed of
properly.
Report leaking vehicles to fleet maintenance.
Page 1 of 3
Vehicle Fueling
Follow all posted warnings.
Ensure that the nozzle is properly inserted in the filler neck of the vehicle before
dispensing any fuel.
Remain by the fill nozzle while fueling to ensure the nozzle stays in place.
' . Do not top off the tank of the vehicle once the nozzle has shut off the fuel.
Follow the procedures outlined in the Spill Prevention and Response Procedure to
respond to any leaks or spills.
Clean fuel dispensing areas with absorbent material.
Never use water to clean up a spill.
Mobile Fuel Truck
' . Provide inlet protection (e.g., berms, weighted inlet covers) for nearby storm drain
inlets when transferring fuel and fueling a vehicle.
• Use secondary containment when transferring fuel from the tank truck to the fuel tank.
' All gas cans must be placed in the secondary containment box/pan and remain on the
ground when fueling.
• Use a funnel to transfer fuel to vehicles and equipment. After the transfer is complete,
' the funnel should be dried with a rag or placed in a container to avoid dripping fuel on
the ground.
' Employee Training
• Train applicable employees who fuel vehicles on this written procedure. Information
regarding how to avoid and report spills will be presented during the training.
' . Periodically conduct refresher training on the SOP for applicable employees who fuel
vehicles.
' Records
The following records could be used to document activities performed:
• Records of employee training with sign -in sheet.
References
Center for Watershed Protection, Municipal Pollution Prevention/Good Housekeeping Practices: Version
' 1.0, September 2008.
City of Centennial SOP: Vehicle Fueling, August 2007.
City of Lafayette Standard Operating Procedure: Vehicle and Equiptnent Fueling, March 2009.
Mesa County, Municipal Operation and Maintenance Program, July 4, 2005.
USEPA Menu of BMPs: Municipal Vehicle Fueling,
' cfpub.epa.gov/npdes/stormcvater/menuofbmps/, accessed June 18, 2009.
Page 2 of 3
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' SECTION 00650
'
'
LIEN WAIVER RELEASE
(CONTRACTOR)
TO: City of Fort Collins, Colorado (OWNER)
FROM: Northstar Cocrete, Inc. (CONTRACTOR)
PROJECT:6088 Concrete Maintenance Project Phase II 2012 Renewal
'
1.
The CONTRACTOR acknowledges having received payment, except retainage
from the OWNER for all work, labor, skill and material furnished,
'
delivered and performed by the CONTRACTOR for the OWNER or for anyone in
the construction, design, improvement, alteration, addition or repair of
the above described project.
t2.
In consideration of such payment and other good and valuable
consideration, the receipt and adequacy of which are hereby acknowledged,
the CONTRACTOR voluntarily waives all rights, claims and liens, including
'
but not limited to, mechanic's liens, Miller Act claims (40 U.S.C.A. 270
a and b), stop notices, equitable liens and labor and material bond
rights which the CONTRACTOR may now or may afterward have, claim or
assert for all and any work, labor, skill or materials furnished,
'
delivered or performed for the construction, design, improvement,
alteration, addition or repair of the above described project, against
the OWNER or its officers, agents, employees or assigns, against any fund
of or in the possession or control of the OWNER, against the project or
against all land and the buildings on and appurtenances to the land
improved by the project.
3.
The CONTRACTOR affirms that all work, labor and materials, furnished,
delivered or performed to or for the construction, design, improvement,
alteration, addition or repair of the project were furnished, delivered
or performed by the CONTRACTOR or its agents, employees, and servants, or
by and through the CONTRACTOR by various Subcontractors or materialmen or
their agents, employees and servants and further affirms the same have
been paid in full and have released in full any and all existing or
possible future mechanic's liens or rights or claims against the project
or any funds in the OWNER'S possession or control concerning the project
or against the OWNER or its officers, agents, employees or assigns
arising out of the project.
4. The CONTRACTOR agrees to defend and hold harmless the OWNER, the lender,
if any, and the Surety on the project against and from any claim
hereinafter made by the CONTRACTOR'S Subcontractors, materialmen,
employees, servants, agents or assigns against the project or against the
OWNER or its officers, employees, agents or assigns arising out of the
project for all loss, damage and costs, including reasonable attorneys
fees, incurred as a result of such claims.
' Rev 07/08
Section 00650 Page 1
Optional Additional Resources
Municipal codes and ordinances that relate to vehicle fueling.
Locations of approved offsite fueling stations.
Locations of nearby spill kits.
Spill Prevention Control and Countermeasures Plan.
Page 3 of 3
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For More Information
Name
Address
City, State
Phone
e-mail
Possible Pollutants
Metals
Toxins
Solvents (degreasers, paint
thinners, etc.)
Antifreeze
Brake fluid and brake pad dust
Battery acid
Motor oil
Fuel (gasoline, diesel, kerosene)
Lubricating grease
Good Housekeeping
Drip pans
Tarps
Covered outdoor storage areas
Secondary containment
Proper disposal of used fluids
Spill cleanup materials
Dry cleanup methods
Employee training
Related Procedures
Material Storage
Outdoor Fleet Maintenance
Spill Prevention and Response
Street Sweeper Cleaning and
Waste
Vehicle Fueling
Vehicle Washing
Heavy Equipment and Vehicle
Maintenance
Description
Regular maintenance of municipal vehicles and equipment, or
municipality -contracted vehicles and equipment prolongs the life
of the municipality's assets and prevents the leaking of hazardous
fluids commonly associated with normal wear and tear of vehicles
and equipment.
Potential pollutants generated at vehicle maintenance facilities
include oil, antifreeze, brake fluid and cleaner, solvents, batteries
and fuels.
When services are contracted, this written procedure should be
provided to the contractor so they have the proper operational
procedures. In addition, the contract should specify that the
contractor is responsible for abiding by all applicable municipal,
state, and federal codes, laws, and regulations.
Procedures
Maintenance activities should be performed inside a maintenance
building unless the equipment is too large to fit inside or
temporary repairs need to be made before the equipment can be
moved to the maintenance building. Consult the Outdoor Fleet
Maintenance procedure when it is necessary to perform repairs
outside of the facility (breakdowns, service calls, etc.).
Vehicle Storage
• Monitor vehicles and equipment closely for leaks and
use drip pans as needed until repairs can be
performed.
• When drip pans are used, check frequently to avoid
overtopping and properly dispose of fluids.
Drain fluids from leaking or wrecked vehicles and
from motor parts as soon as possible. Dispose of fluids
properly.
Page 1 of 4
Vehicle Maintenance
Conduct routine inspections of heavy equipment and vehicles to proactively identify
potential maintenance needs.
Perform routine preventive maintenance to ensure heavy equipment and vehicles are
operating optimally.
Recycle or dispose of all wastes properly and promptly.
Do not dump any liquids or other materials outside, especially near or in storm drains or
ditches. Sweep and pick up trash and debris as needed.
Body Repair and Painting
Whenever possible, conduct all body repair and painting work indoors.
Use dry cleanup methods such as vacuuming or sweeping to clean up all metal filings,
dust, and paint chips from grinding, shaving, and sanding, and dispose of the waste
properly. Debris from vet sanding can be allowed to dry overnight on the shop floor,
then swept or vacuumed. Never discharge these wastes to the storm or sanitary sewer
system.
Minimize waste from paints and thinners by carefully calculating paint needs based on
surface area and using the proper sprayer cup size.
Do not use water to control over -spray or dust in the paint booth unless this wastewater
is collected. This water should be treated and permission granted by the wastewater
treatment plant prior to discharge into the sanitary sewer system.
Do not dispose of spray gun cleaner waste in the storm drain.
Use sanding tools equipped with vacuum capability (if available) to pick up debris and
dust.
Material Management
Store maintenance materials and waste containers (e.g., used oil and antifreeze) in
labeled containers under cover or in secondary containment (e.g., double -walled tanks).
Chemicals should not be combined in containers.
All hazardous wastes must be labeled and stored according to hazardous waste
regulations.
Carefully transfer fluids from collection devices to designated storage areas as soon as
possible. Do not store the transferred fluids adjacent to the containers (for example, oil
drip pans with used oil in them should not be placed next to the used oil tank).
Store new batteries securely to avoid breakage and acid spills.
Store used batteries indoors or in secondary containment to contain potential leaks.
Recycle used batteries.
Conduct periodic inspections of storage areas to detect possible leaks.
Page 2 of 4
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• Do not wash or hose down storage areas except where wash water will enter the sanitary
sewer as an approved discharge. Use dry clean-up methods whenever possible.
' • Keep lids on waste barrels and containers, and store them indoors or under cover to
reduce exposure to rain.
• Periodically inspect and maintain all pretreatment equipment, including sumps,
' separators, and grease traps to ensure proper functioning.
Parts Cleaning
' Use designated areas for engine, parts, or radiator cleaning. Do not wash or rinse parts
outdoors. If parts cleaning equipment is not available, use drip pans or other
containment to capture parts cleaning fluids.
' Use steam cleaning or pressure washing of parts whenever possible instead of solvent
cleaning.
' When steam cleaning or pressure washing, only discharge wastewater to an oil/water
separator connected to the sanitary sewer.
When using solvents to clean parts, rinse and drain parts over the designated solvent
tank so that fluids will not drip or spill onto the floor. Use drip boards or pans to catch
excess solutions and divert them back to the tank. Allow parts to dry over the hot tank.
Recycle cleaning solution when it becomes too dirty to use. Never discharge cleaning
' waste to the sanitary sewer or storm sewer.
Vehicle and Equipment Washing
• Vehicles should be washed in the municipality's vehicle and equipment wash
area/bay or taken to a commercial car wash.
1 Employee Training
Train applicable employees who perform heavy equipment and vehicle maintenance on this
written procedure. Information regarding how to avoid and report spills will be presented
during the training.
• Periodically conduct refresher training on the SOP for applicable employees who perform
heavy equipment and vehicle maintenance.
' Records
The following records could be used to document activities performed:
' • Record of any major spills and the action taken.
• Records of employee training with sign -in sheet.
' • Heavy equipment and vehicle maintenance logs
Page 3 of 4
References
Center for Watershed Protection, Municipal Pollution Prevention/Good Housekeeping Practices: Version
1.0, September 2008.
City of Centennial SOP: Vehicle and Equipnient Storage SOP, August 2007.
City of Centennial SOP: Vehicle Maintenance SOP, August 2007.
City of Centennial SOP: Vehicle Washing SOP, August 2007.
City of Golden. Fleet Maintenance Standard Operating Procedure, July 29, 2007.
City of Lafayette Standard Operating Procedure: Vehicle and Equipment Maintenance Repair, March 2009.
City of Lafayette Standard Operating Procedure: Vehicle and Equipment Washing, March 2009.
Mesa County, Municipal Operation and Maintenance Program, July 4, 2005.
Partners for a Clean Environment. Stormwater Protection: Vehicle Repair. Spring 2009.
USEPA Nlenu of BMP: Municipal Vehicle and Equipment Maintenance,
cfpub.epa.gov/npdes/stormwater/menuofbmps/, accessed May 27, 2009.
USEPA Menu of BMP: Municipal Vehicle and Equipment Washing,
cfpub.epa.gov/npdes/stormwater/menuofbmps/, accessed May 27, 2009.
Optional Additional Resources
Municipal codes and ordinances that relate to vehicle and equipment maintenance.
Chemical purchasing policies.
Loading and unloading bulk materials.
Guidelines for staff to dedicate a percentage of their time to vehicle and equipment maintenance.
Specific directions on how to use the municipality's vehicle wash area.
Spill Prevention Control and Countermeasures Plan.
Page 4 of 4
5. The parties acknowledge that the description of the project set forth
above constitutes and adequate description of the property and
improvements to which this Lien Waiver Release pertains. It is further
acknowledged that this Lien Waiver Release is for the benefit of and may
be relied upon by the OWNER, the lender, if any, and Surety on any labor
and material bonds for the project.
Signed this
ATTEST:
Secretary
STATE OF COLORADO
day of
CONTRACTOR : Northstar Concrete, Inc.
By:
Title:
)ss.
COUNTY OF LARIMER )
Subscribed and sworn to before me this
20 , by
Witness my hand and official seal.
My Commission Expires:
Notary Public
Rev 07/08
day of
20
Section 00650 Page 2
SECTION 00660
CONSENT OF SURETY
TO: City of Fort Collins, Colorado
(hereinafter referred to as the "OWNER")
CONTRACTOR: Northstar Concrete, Inc.
PROJECT: 6088 Concrete Maintenance Project Phase II 2012 Renewal
CONTRACT DATE: April 9, 2012
1
In accordance with the provisions of the Contract between the OWNER
and the
CONTRACTOR as indicated above, for
(Surety)
on bond of
hereby approves of the Final Payment to the CONTRACTOR, and agrees
that Final
'
Payment to the CONTRACTOR shall not relieve the Surety Company of
any of its
obligations to the OWNER, as set forth in the said Surety Company's
Bond.
IN WITNESS WHEREOF, the Surety Company has hereunto set its
hand this
day of
(Surety Company)
' By
ATTACH: Power of Attorney and Certificate of Authority of Attorney(s)-in-
Fact.
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Rev 07/08
Section 00660 Page 1
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SECTION 00670
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Section 00670 Page 1 '
1
DR 0172 (12/98)
COLORADO DEPARTMENT OF REVENUE
DENVER CO 80261
(303)232-2416
CONTRACTOR APPLICATION
FOR
EXEMPTION CERTIFICATE
Pursuant to Statute
Section 39-26.114(1)(a)(XIX)
0
r.T.rolATM rnryM0derctivn r_
The exemption certificate for which you are applying must be used only for the purpose of purchasing construction and building materials
for the exempt project described below. This exemption does not include or apply to the purchase or rental of equipment, supplies, and
materials which are purchased, rented, or consumed by the contractor and which do not become part of the structure, highway, road,
street, or other public works owned and used by the exempt organization.
Any unauthorized use of the exemption certificate will result in revocation of your exemption certificate and other penalties provided by
law.
A separate certificate is required for each contract.
Subcontractors will not be issued Certificates of Exemption by the Department of Revenue. It is the responsibility of the prime contractor
to issue certificates to each of the subcontractors. (See reverse side).
FAILURE TO ACCURATELY COMPLETE ALL BOXES WILL CAUSE THE APPLICATION TO BE DENIED.
Registration/Account No. (to be assigned by DOR)
Period
0170-750 (999) $0.00
89 -
CONTRACTOR INFORMATION; ;r
Trade name/DBA:
Owner, partner, orcorpomte name:
Mailing address (City, State, Zip):
Contact Person
E-Mail address:
Federal Employers Identification Number:
Bid amount for your contract:
$
Fax Number.
( )
Business telephone number:
Colorado withholding tax account number:
Copies of contract or agreement pages(1) identifying the contracting parties
EXEMPTION INFORMAT'ION;,-and,(2)containin6'signaturesofcontractingparties.mustbe attached
,
Name of exempt organization (as shown on contract):
Exempt organization's number:
98 -
Address of exempt organization (City, State, Zip):
Principal contact at exempt organization:
Principal contact's telephone number:
Physical location of project site (give actual address when applicable and Cities and/or County (ies) where project is located)
Scheduled Month Day Year
Estimated Month Day Year
construction start date
completion date:
1 declare under penalty of perjury in the second degree that the statements made in this application are
true and complete to the best of my knowledge.
Signature of owner, partner or corporate officer:
Title of corporate officer:
Date:
DO NOT WRITE BELOW THIS LINE
Section 00670 Page 2
Special Notice
Contractors who have completed this application in the past, please note the following changes in
procedure:
The Department will no longer issue individual Certificates of exemption to subcontractors. Only
prime contractors will receive a Contractor's Exemption Certificate on exempt projects.
Upon receipt of the Certificate, the prime contractor should make a copy for each subcontractor
involved in the project and complete it by filling in the subcontractor's name and address and signing
it.
The original Certificate should always be retained by the prime contractor. Copies of all Certificates
that the prime contractor issued to subcontractors should be kept at the prime contractor's place of
business for a minimum of three years and be available for inspection in the event of an audit.
Once an 89# has been assigned to you, please use the next five numbers following it for any
applications submitted for future projects. This should be your permanent number. For instance, if
you were assigned 89-12345-0001, every application submitted thereafter should contain 89-12345
on the application. The succeeding numbers will be issued by the Department of Revenue. DO NOT
enter what you believe to be the next in sequence as this may delay processing of your application.
Section 00670 Page 3
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SECTION 00700
1 GENERAL CONDITIONS
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Item No.
Item Description
Unit
Contract Quantity
Unit Price
'Total
202.01
Sawcmtmg 4"
Lineal Foot
0
S 3.00
S -
202.02
Sawcutting- Additional Inch Depth
Lineal Foot/
Inch
0
S 1.00
S -
203.01
General Excavation
Cubic Yard
0
$ 40.00
S
203,02
Borrow
Ton
0
S 25.00
S -
208A1
Storrnwater Protection - Rock Filled Wattle
Each
25
S 80.00
S 2,000,00
212.01
Sod
Square Foot
0
S 2.00
S -
212.02
Landscape/lrrigation Labor
Hour
0
S 30.00
S
304.01
Aggregate Base Course
Ton
1200
S 26.50
S 31,800.00
403.01
Temporary Patching
Ton
140
S 165.00
S 23.I00.00
60401
Type R Inlet - Remove& Replace (4* Opening)
Each
0
S 4.000.00
S
604.02
Type R Inlet- Reconstruct Deck (4' Opening)
Each
0
S 1,200,00
S
604.03
Type R Inlet- Reconstruct Deck Additional Foot Opening
Lineal Foot
0
S Mom
S -
604.04
Catch Basin Inlet - Remove&Replace
Each
0
S 2,700.00
S
604.05
Catch Basin Inlet - Reconstruct Deck
Each
0
S 1.000,00
S
604.06
Catch Basin- Reconstruct Deck Additional Foot Opening
Lineal Foot
0
S 20000
S
604,07
Modified Type 13 Curb Inlet - Remove & Replace
Each
0
$ 2,70000
S -
604.08
Modified Type 13 Curb Inlet - Reconstruct Deck
Each
0
S 800.00
S
604.09
Modified Type 13 Curb Inlet - Materials Only
Each
0
S 700.00
S
604.10
Concrete Sidewalk Culvert - Remove&Replace
Each
0
S 1,500.00
S
604AI
Metal Sidewalk Culvert 5/8"Plate - Remove &Replace
Each
3
S 2,10000
S 6.300,00
604,12
Additional Square Fact of 5/8" Plate
Square Foot
0
S 155.00
S
608.01
Remove Concrete
Square Fact
50
S 2.00
S 10000
608.02
Remove and Haul Fillets
Each
0
S 100.00
S -
608.03
Apron 8" - Remove & Replace
Squnre Foot
2,350
S 7.10
$ 16,685.00
608,04
Crosspan - 8" Remove & Replace
Square Foot
2,900
S 7.10
$ 20,590.00
608.05
Driveover Curb, Gutter & 6" Sidewalk- Remove & Replace
Lineal Foot
3.400
S 37.00
S 125,800.00
608.06
Driveover Curb&Gutter - No Sidewalk - Remove&Replace
Lineal Foot
310
S 22,35
S 6.928.50
608.07
Vertical Curb, Gutter &6"Sidewalk - Remove &Replace
Lineal Foot
700
S 38.75
S 27,125.00
608.08
Ventral Curb&Gutter - No Sidewalk - Remove&Replace
Lineal Foot
3,000
S 25.50
S 76.50000
60&09
Vertical Outfall Curb & Gutter- Remove & Replace
Lineal Foot
20
S 22.35
S 447.00
608.10
Bweier Curb 12" - Remove & Replace
Lineal Foot
0
S 30.00
S -
608,11
Hollywood Curb, Gutter & 6" Sidewalk - Remove & Replace
Lineal Foot
150
$ 34.50
S 5,175,00
608.12
Hollywood Curb&Gutter - No Sidewalk-Remove&Replace
Lineal Foot
120
S 24.35
S 2,922.00
609.13
Flighback Curb&Gutter - No Sidewalk - Remove&Replace
Lineal Foot
1,300
S 30.50
S 39,650.00
608.14
Pedestrian Access Ramp - Remove & Replace
Square Foot
2,000
S 7,65
S 15,30000
608.15
Pedestrian Access Ramp- Highback - Remove & Replace
Square Foot
600
S 8,65
S 5.190.00
609.16
Truncated Dome Panel
Square Fout
152
S 40,00
S 6,080.00
608.17
Flatwork 4"- Remove &Replace
Square Foot
0
5 5.35
S
608.18
Flatwork 6" Remove & Replace
Square Foot
15.200
S 6.55
S 99,560.00
GENERAL CONDITTOINS
OETHE
CONSTRUCTION CONTRACT
These GDM-R•\L.COiIDITIONS have been develoPed by using the
STANDARD 0MERAL CONDITIONS Or TILE <_OE!STRUC7I0ht
CONTRACT prclutred by, the Engineers Joint Contact Documents.
C:ommittee,.F.JCDC'No. 1910-S (1990 Edition), as a tnse.-Changcl to
that document are shown by underlining text. that has lxen added and
strikinz throu h test that'has.been deleted.
r.rCDC GFNEIZAL. CONDITIONS I9I0-S (1990 r:r)ITION)
WITH CITY OF G'ORT COLLINS MODIPICA PIONS (REV 9/99)
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Article or.Paragraph
Nuirlbu I -Title
DEr INITIONS
TABLE. OF CONTENTS OF GENERAL, CONDITIONS -
Prize Article or Paragraph
Numtke NwribLi-&- Title
I.I.Addenda
............... ..............................
1
1.2
Agreement ..........................................1
I I'
Application for Payment ..................
I
14
Asbestos .............................................1
1.5
Bid .....................................................1
...................1
1.6
Bidding DocUments ............ ........
........ 1
1.7
Bidding,Requircments..,-, ... ....
1.8
Bonds
1.9
Change Order„_...... . .
I
1. 10
Contract Documents ......... ..........
..
I
...
1.11
Contract
1,12
Contract Tiloes.,-
I
L13
CONTRACTOR ...........
1
1.14
devrcfive_ .............................. ............
I
I,15
Drawings.......__
'he
1.16
MTective Data otAgreement,,,,,,,-,„
1
1.17
ENIGNEER. .............................I..........11
1.18
EI\rCJRq iTi. Z•s consultant .............
........ 1
1.19
Field
U0
General Requiruncnts ...... ; ........ : ......
2
I.tt
litzirdom Waite
?
1.22.a
Latesand Regultill ails; Laws or
Rettulations..-, ... 11 -1-1-1.- ......
I 22,b
Legal I lotidays ........ -_., .. ... ... ...
.:2
1.23
Liens .......................
1.24
Milestone
125
lotice of Award
2
I.M
Notice to Proceed
2
1.27
ORNER ...................
US
Partial Utilization ..............
1-30
Petroleum_-_-_....
1 .." I
Project ...... : ..................
1.32.a
Radioactive Material .... I. ... I ..................
L32.h
Regular Workinp Hours
1.33
Resident ProjectiRepiresell'unive,-,
------- 2
1.34
Samples : ...................
2
1.3i
Shop Drawing
gs ....... ...............
1.36
Specifications ......................................
1.37
Subcontractor
LIX
Substantial Completion ... .........
1.39
Supplementary Conditions .......... .........
2
1.40
Supplier-,.-,,.,,,-: ..... ............
I
1.41
Underground Facilities .....
1-3
1.42
Unit Price Work .............. ........
;..3
1.43-
Work
l44
Work Change
3
1.45
Written Aniendment.,-, ....
Page
N urn N r,
PRELLN-INTA.R.Y
3
Delivery of Bonds. ...... .....................
3
Copies of Documents... ....................
3
2.3
Commencement of Contract
Times; Notice to Proceed ...........
5
2.4
Stirling the �Vork ... .......... .............
3
15-1.7
Before Starting Construction'.
COI,lTRACTQR!s Responsibility
to Report: Preliminary Schelles:
'
Delivery of Certificates of
Insurance,.... I..._........_....... __....
3-4
Is
Precoristruction ConCerence
2.9
[nitiilly Acceptable Scliedulas--4
3 5, CC;N,-rR.,\CT DCCI.NIENTS! INTENT,
AMENDING, RHUSF_ .................. ....... ........
3.1 -3.2
Intent
31.3
Rcferencu,io Standards and'Spcci-
ficailons of Technical Socfeties-.
Reporting and Resolving Dis.
crepanc i es .................... ..........
4-5
4
intent ofCertain o r
AdjCcLJVC*.....................................
5
3:5
Amending Contract Documents.,.,,,_
3.6
Supplementing Contract
Docurnent:s
3.7
Reuse of Documents
4'- AVAILA611.1
FY OR LANDS;
SUBSURFACE AND PHYSICAL CONDITIONIS:
R M-RENCE POFNITS
5
4.1
Availability of Lands .......... : ..........
5-6
42
Subsurface and Physical
Conditions
6
4.2. 1
Reports and Drawings ............... z ......
(k
4?2
Limited Reliance by CONTRAC-
TOR Autharized: Technical
Data
6
4.?. 3
Yoticc 01'Differing SUbsurfirce
or illlvsicql Ccndifions•,
j5
4.2.4
ENGWEETs Rcvie%v
_6
4,15
Possible Contract DOCUments
Change.........................................
6
4.16
Possible Nice andTihics
Adjostriiants.......,,. _.............
4.3
Physical Conditions-Linderground
Facilities
7
43.1
Shown or Indicated
Nut Shown or FndicaLcd,.,.-,
4.4
Reference Points,,,,,,,,, .............
7
L"JCDC GENTRAL CONDmoi,,s 1910-31 1990 LDI HONI
%vt 0 TY OF FORT COLONS MODIFICA n t - )Ns ir(F.V %'Wi
I
Article or Nragraph Paec. ;article or Paragraph [age
NumherS-Title Number Nimh:r3-Tit Id Numhor
4.5
Asbestos, PCBs. Petroleum,
Hazardous Waste or
Radioactive\,laterial .......... ...... ,,
.... 7-S
Fkmo5 A,\n
(NSURa ICE .................................
s
t, 1-5 2
Performance. Payment and Other
Bonds..............................................
Q
_i.3
.Licensed Siff eties and Insurers;
Certi tieates of Insurance... _...-.:-.-..
_ -- S
5.4
COS ITRAcrOR:s Liability
Insurance ..........................................9
5.5
OWNfiR's Liability tnsurunce:,,__.__
9
-;.6
Property Insurance,,,,,,,,,,,,,,,,,
5.7
Boiler and Machinery or Addi-
tional Property. Insurance.................10
5.S
Notice of Caned l ation IIrmision
5,9
CONURACTOR's Responsibility
Car Deductible Amounts,.„.„..,,,,,,.„
10
5.10
Other SpecialInsurance,.,......... ,.,......I0
5:11
Waiver of Rights ............... .....:...„-
.II
5.12-5.13
Receipt and Application of
Insurance Proceeds ,,
10-I I
5:14
Acceptance of Bonds.andTnsu-
:ince; Option to Replace .:.--.............
I 1
3.15
Partial, Lai lization--Property
Insurance .......................................
_I 1
CONI'RACfORS RESPON3I13I1:ITIES............... I I
G.1-6:2 Supervision and Superintendence .......11
6.3-6.5, Labor, Materials and Equipment._,- 11-12
6.6
Proress Schedule„............................I
6:7
Substitutes and "Or -Equal" hems:
CO\1RACTOR's Etpensc:
Substitute Construction
-Methcds or Proccdures;
F.NGINEP'R's Evaluation1'-13
6.5-6.11
Concerning.Subcontrictors,
Suppliera,mtd Othcrs;
Waiver of Rights ........................
13-14
6.1
Patent Fees and Royalties....................14
6.13
Permits......--....--`-_. ...... _..:...1......l4
6.14
laws and Regulations_ --- _,-,.......
J4
6,15
Taxes .......................................
14-15.
,6.I6:
Use of Prcmiscs................................
I5
6,17
Site Cleanliness.
6,I8
Safe Stnictural Loading,,,,,,,,,,,,,,,,,,,,,15
6.19
Record Documents,...... _......... ..... ....
.IS
6.20
Safety and Protection ... ...,.......... _
15-16
6:21
Safety
6.22.
Hazard Communication Pregrants„.,„
16
Emergencies
lob
6:24
Shop Drawings and. Sam ples.............16
5 25
Submittal Proceedures: CON-
TRACTORS Review Prior
to Shop Drawing or Sample
Submittal
16
6.26
Shop Drawing :X Sample Submit-
tals Review by.EVGIVEER._
16-17
6.27
Responsihility for Variations
From Contract Documenui,:,,,.,
... :17
6.23
Related Work Performed Prior
to ENGINP.AR's Reviewand
Approval of Rcquired
Submittals .:................................17
619
Continuing the Work
17
6.30
_
CONTR ACTOR's General
Warranty and Guarantee... .........17
6.31-6.a'3
Indemnification ........................17-IS
6.34
Survival d Obligations .:....:............Ii
OTHERWORK _. .:..............................................Is
7.1-7.3.
Related Work at Site --_,.,IS
7.4
Coordination._ ..............................
N
OWNER'S
RESPONSIBIG:ITIES,,,,,,,,,,,,,,,,,,,,,,,,,
IS
:S.1
Communications to CON-
TRACTOR, ........ ......................
1S
3.2
RcplaccmentofENGNEER,...........
I$
9.3
Furnish Data andPay Promptly
When Rua ....................:.............
I%
SA
Lands and Easements; Reports
and 'rests ...............................
18-19
S.
Insurance .......................................
19
S.o
Change Orders .....:::.:..:.....::.::........
19
'S.7
Inspections, 'rests, and
Approvals ...................................19
U
Stop or Suspend lVorl
Terminate GON-FRACTOR's
Services .....:................ -..,...,.
I y.
9.9
Limitations on OWNER'S
Responsibilities ............................
19
8,10
adxstas, PCBs, Pe[ralcunt,
HnzardousWaste or
Radioactive Material
19
S.I I
Evidence of Financed
Arranaem rats .............................
19
E-NGGv-EER'S STATT.N DURING
CONSTRUCTION .................................. ......................................
19
9,1
OW1 tER's Representative__
9.2
Visits to Site.:...........:.:..:::......::::..19
9-3
Project. Represcntative.................
94
Clarifications and lnierpre-
tations.........................................`=1
9.5"
Authorized Variations in
EICDC. GENEtell. CONDI.110 NN 1910.5 (1990 C01 n0?)
WCM OF FORT'.COI.1.11rS MOMFICATIONS(RFt' 9l9tq
I
I
I
Article or Paragraph
Page
Article or Paragraph
Pane
Nunifxr X-
Title
Number
Num laer & Tkle
Numlxr
96
RejectingDejecnv& Work ...........
.21
13 1 3A Uncoverin,, I%rok at FNNGI-
9,7-9.9
Shop Drawip,,,.%, Change Orders
NEERs Request .....................
and Paptients
�j
13:10 OWNER Nlay Stop the Work
9.10
.... I
Determinitints for Unit Prices
........
21 -'7
...........
13,11 Correction or Removal of
0:1 1.912
Dectsioms on Disputes, ENUt,
D.,focave Work ....... ........ .........
2s
NEER as Initial lnterpretcv
13.11 Correctim period ........ ..........
is
9a3
.........
Limitations cm CNIG INIU[Cs
13,13 Acceptance of Defectiv, Work ....
2N
authority and Responsibilities..;..
'2 -1
1114 OWNER May Correm Derecave
.......... .. ............
CHANGES
w THEAVORK
7.3
1111.1
OWNHR'i Ordered Change ............
.... I 73
14. PAYNIHN'I'S TO CON ' FfRACTOR.AND
10.2
lu
Claim for adjustment .... � 1
WurlcNut Required by Contract
23
T
(-;b\, 0, ET ION ....... .......
14.1 Schedule of Values
......... 29
Documents ... .................. .....
... 23
13, 2 Application for Prwress
10.4
Change Orders. .... * ....... .... .. ...
* ..... .
Payment,......
29
10.5
Notification of Sur
CUN-r RAc.'Tows Warrantv at
Title—
I
cH.k,NlcjE OF c0,\rrRA(7r ....... ........
�23
14,4-14,7 Review of Applications for
Contrict Price-, Claim for
Progress Payments ................
-39-30
AdjwtmenL; Value of
14. S- 14, 9 Sul:mtantial Completion,,,.,.-,,, ..
...... 30
the Wolk,
14,10, Partial Utilizitiort-.,
11-4
Cost of the Wit-L ..... .....................
24-15
14,11 Final fn%pcctit;n ............................
;31
ll:i
F.xclustbns to Cost of the W,3rk ............
.i
14.12, Final Application For Paymcnt�
....... 31
11.6
14�Acceptance.,,,.-,31 13-14 14 Final Payment and
117
Cost Records
15-1 '6
-
14. 15 Waiver of Claims
31."
'11.8
Cash Allowances
�6
11,9
Unit Price \Vork; ............... ...........6
t�. su;vum5io:\i nr \VoRK AvD
. I'ERM]NATION ...............................................
C&VNFGE OF
CONVTRACT;T[MES ..........
I ;. I' OW'1,TER Nlay Suspend Work...
31
12.1
Claim for Adjustment_
16
1 i. 2- 1 i,4 M-NiPP, MayTcrminatc.
12.2
Time of the
..... .26
15. 5 COIN MAC-176RIMay Stop
12.3
Delays Beyond CONITRACTORs
Work or Terminate_--.,
Control--,, ...
1 -17
121.4
Delays.Bcy6nd'OW1NFWs and
CONTRACTOR's Control ..... ..........
._7
16, DISPUTE RESOLLMON ..................................3.i
17, MISCELLANROUS
TESTS AND NcspEcTrom; coRREcTioN.,
17.1 Giving NUice -----
33
REi\vIQV.AL
ORACCEPTANCH OF
17, Computation uf I'Imes ...........
.11
. j
'
DEFECTIVE
WORK ....... ... ...............................
....... i7
17.3 ,�otice of-.Clatm ............................
33
13.1
' Notice of Dcfecis; � ..........................
7
17.4 Cumuli6vc Rcmcdies
1.0-3 3
112
Access to the Work ------- ---- ,
17
'1 Ti Professional Foes and Court
13
Tests and fnspections;
Costs included . . .... ......
CONTR-ACTORs Cool3cratiun ......
N
I—
1,7,6 Applicable,Stai, aws; ..... . ......
33-34
13.4
MMERs Responsibilities,-
Intentionally left blank --- ........ .. ........
Independent Testing Uilhoratory-1,
27
115
CONTPACTOR!s
F-NHIBIT GC -A: (Optional)
Responsibilities-.-, .......................
17.Dispute
Resolution Agreement. ....................
u(7-A 1
13.6- 13.7
Covering Work Prior to Inspec-
161-16.6 Arbitration ...... ..........
UC-.A I
tion. Tnitint, or Approval .......
27
16.7 &4cdiation
GC -AI
I
EJCDC 0U,ET-LVL COSDI RONS 1910-3 119911 LIM 110N1
w/ C TY OF FORT BE 999j
I
1
I
INIDFX TO GENERAL CONDITIONS
(-:itv of Fort Collins modifications to the Gen&a I Conditions of the Construction Contract are not shdwn in this index
Article or Rnwiri , ph
Numbcr
Acceptance or--
Ronds and Insurance.............................:..........?.14
deftctiv,, Work 10.4. 1. 13,5. 13A3
final paynwrit 19-17 14.15
insurance.. _...._....... ...................... 5. 14
......................
other Work by CONITPLACTOR .......................... 7, 3
Substitutes and "Or -Equal" Items_ _.._F17_1
Work by M"i _FR 6,30 6_34
Access to the--
lands, OWNER and CONTRACTOR
rcsporisibifitics__'�. .... ............ : d:.4- 1
site. related Work --- ......... .. .. .. . .......... ........ 72
Work . ............................ ............. 13.2, 13,14. 14.9
Acts or.Omlssions--. Acts and Omissions—
cojvrRA(--rOR 6.9. Iz 9.113
EN'GQ,M,FR_.. 20, 9. 1 _33
OWNER ' 1)
........... 20 �'
Addenda--defirut ion of (also see
definition of Speci ficnt ions) ........ (1,6_1 10. 6,19), LI
Additional Property Insurances,,,_ . ........... ....... 5.7
Adjustments --
Contract Price or Contract
Times 1. 5, 3. 5. 4.1. 4.3.2, 4.
...... 9-4. 9,5, 10 7-10A,
.............. ... .......
progress schedule... ...................... ...... .............
Agrecment
definition of,
":All -Risk" Lroiurancc, polio}" form ............................7.6.2
Allowanct..�, Cash ....................................................I
Ameridint, Contract Documents ......
Amendment- Written --
in 3.5. 5,10, 5.12, 5.6.2
............... 63. 2, 6; 19, 1 q. 1, 10, 4, 11. 2
2 12. 1; 13. 11. 2, 14.7. -
Appeal, OWNERor CONTRACTOR
irnMl to ........ 9.10, 9.11, 10.4, 16.2, 16.5
Application for Payment --
definition of I ............................... .......... 1.3
ENGINMER's Responsibility ......... ..............
final payment 9� 13A, 9:13-,;, 14,12-14-1 i
llr'.'cricral.......................... 1& 2.9, i,6_4, 9, M 1;,5
progress payment-., 14.1-14.7
.............
review of 14.4-14:
,Arbitration ... ; ...................... ........... ......... 16.1-16.6
Asbestos --
claims pursuant thereto.._,._........_4_5.2. 4.5.3
CONTRACTOR authorized to stop Work_ 4. 5.2
definition ol.............................:.......................... 1.4
Alticle or Raragraph
Number
OWNER responsibility for...
4.5.1 _-S'JO
passible price and times change, ....
. ....... 4. 3, 2
Authorized Variations in Work, ....... _13,6,
Ui. 6.27: 9.5
Availability of Lands......._._._ ........
........... - _4. 1, '. 4
Award, Notice of --defined " ',' '_ .-
__' 1 .. ......... . L 25
More Starting Construction..............................25
Bid --definition ......... .... 15
(L 1, LIO, 2-3, 33,
4.16.4, 6.13, 11.4:3, 11.9,1
Biddini, Documents-ilcCulition
Of
Bidding Requiremeras,definition
of
1.7 (1.1, 4.1.6.2)
F3bnd.s--
Icceptance Or ........... ....................
....... ......... 5. 14
.Udditional-bonds
10.5. tL4.5:9
Cost of the Work
_t Li 4
definition of
de I wery Or .................... ..........
final Application for Payment ......
.......... 14;17-14.14
general - .....................................
1.11). .54 1 -5. 3. 5.13,
9,1'. In, 14.7.6
Performunce. Payment "in(' (Dther ------
-1-52
EiundS nrid Insurance--in,enerql
Builder's risk"all-risk" policy form ..........................5.6.2
5.6.2
Cancellation Provisions; Insurance.;,___-.
5A.1 1, 5.5, S. 15
,Cash Allowances, ... .......
................... H.S
Certificate of Substantial Compl6tion .........
I.J3. 6.30.2.3.
.............................................
14.8, L4.111
Certificates of Inspection.,,,
13.5, 14, 12
Certificites oHnsurince. --- .2.7,
D �,4,1 1. �;_4, 1
.1- ... ...... ... I -5.6J. S.8,
S. 19. 13.4, 14.12
Change in Contract Price_
Cash AlloWanCeg
claim for price
adjustrit crit ...... ...... 4, 1. 4.2.6.
4.5, 5, 15. 6.3.2, 9A
I—, .... .9, S' 9.11. 10.1
NJ; 11.2. 13,9-
....... ........... Il. 13, 13,14,
14.7. 15.1, 15.5
CONTRACTOR fcc-, .......................................
11.6
Cost of the Work
ccricral ................................................
11.4-11.7
Exclusions to..:.:.:...,:,..:_.::,-...,„ _
....... 1.5
Cost R,cord.s_ ------------- ----------------
...... __1 1.7
in general,,,,,,, J.19, 1,44, 6.11,
10-4Jt 11,
Lunt p Sum Pricing.,....,., .................
............... I f, 3. -1
Ratification .Of'SUrety_ ........
Scope of ..........
103-10.4
TLSUMIL and Inspection,
Uncovcring the Work.... ............
...... ...... 119
CXDC GLNUi-ALCONDMONS 1910-S (1990 M-110M
%vf CITY -.-.-F FORT I.RP.V W991
I
I
I
I
j
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
11
I
I
I
I
I
I
I
I
I
I
I
I
Unit Price Work..........................................
Aiticic or paragraph
j\TLmI ber
Value of Work
113
Change in Contract 'rim,,_
Claim fir times adjustment,,,, ..... 4. 1;
4. 216. 4: 5, 5.15,
6.3._I 9.4. 9.5_9.1 1.
1111, IQ.5: 12.1.
......... 113.9- 13.13, 13.14,
14.7. 15 L 1 5.5
Contractual...............
Lime limits .......
Delays beyond CONTRACTORS
control
23
Delays beyond OWNS R's and
CONTP_-'I.CTOR!s control
Notification of
Scope of changc: ...............................
Chance -Orders- -
o- cccptancd of Defective Work:.
------------ --- 13.1,3
Amending Contract Documents .........................
�_5
C.arh Allowances— ...... I ............ ... ...........
---.,I 1 ;*8
Change of Contract Price ........... ......................
I I
Change of Contract Times ... .........
I
Changes in the Work, ----- --- ---
.......... _1
CONTRAUFOR's fae...............
............. . . 11,6
Cost of the Work
1.4-113
Cost Records
1.,11.7
definition of,,, ........................ ...................
....... L9
emergencies ...... _ .....................
EtNG[Nt-EVs responsibility._ ... 9,q:
10 A. I 1 12.1
cNc6ution of.:. ........... w ........................
......
lademnifictibn ..... .. .. . 12,
6 16, 6.3 1 -61 33
insurance. bon&'ind' .......................
5.10, 5-13, 105
OWINT-R may terminate.............................
t i.4
OWINTERs Responsibility.l..-
10.4:
Physical Conditions -
Subsurface and
Underground Facilities ...............................
43.2,
Record Documents
:_6. 19
Scope of'Change.-
10.3-10.4
Substitutesn.7.3.
6. �: 2
Unit Price Work .......
1.9
value of Work, covered by, ......................
........ 11.3
Changes in the Work.___ . .. .. ........... .
11)
Notification of . surctV I ... I
.... ......
OW-NERs and CON.ik�i6ks
responsibilities ........................ ......
...... 10.4
Right to an adjustment_„.... .....
.. ... ......... 1-10:2
Scope of change___ ........................
......... lo,mo.4
Claims--
igiinstCOi%FrRACl'OR_
6 16
Mminst OWNER
6 32
Change of Contract Priu_ .......................
_9.4, 11 2
Change. ofCkntract Times., ...... ......
......9.J, 111
CONTIR-ACTOP's 4, 7,1,94,9.,;
9.1110_2.
..............
li. 1.] 5.5. 17.1
(".ONTRACTOWs 11,6
,;kAicle or Paragraph
Number
CONTRACTOR!s liability .......... 15.4, 6. 1-1, 6,16, 6,31
Cost of the %Vork_z._
11-4, 11.5
Decisions on Disputes .......... ..............
9.11; 9.12
Dispute Resolution,,,,,,,,,,,,,,,,;,,,,,,,,,,,,,,,,,,,,,,,,,,,
Dispute Resolution Agreement .............
...... t6A -t6.6
ENGINEER as
Lump Sum
113.2
i-Fbtice of .... . ...... . .. ...... .......
...
OWNTiR.9 ........... ...... 9.5, 9.11.
10.21 11.2, 11,9
12.1, 119. 13:13,
13.14. 17.3
OWNER!s liabiluy_ .......... ..... .
OWNER may refuse to make payment,
................ 14.7
Professional Fees and Court Costs
Included.::.., ... ..
_JT5
request for tbrinal decision on
Substitute Items... ........ ...... .....
6-7,1 2
Time Extension
12.1
TiMerrequirements,
........ 9.11, 12A
Unit PHce Work-
3
valuc•or
LL..1
Wliycr or --on Final Nymcnt.................14.14,
14.15
Work go Chsng Directive,,,.„.,_:_:.:. -'-" :-:....:.....::.lei.-'-
Alliitten notice required,,,,,,,,,,,,,,,,,. 11 11-21 12"
Clari Licat ions and Interpretations ....... __.3.63.
9.4. 9.11
Clean Site ..............
G. 17
Codes of fechnical Society, Organization
or Asai6it ion
.3.3
Ccrn ra en c cme rit, o F Co n tra c t 'r i rn es...
.......... I ..... 2.1
Communications—
FlazardConuvuntcation Prc-rnms,._,.,,
ti-22
Completion. -
Final Application for Payment.... ..........
.......
Final (nspcction_,__...
14,11
Final Payment and Acceptance__
14.13-14.14
Partial Utilization— ..... - I ...........................
I ... 1 3 4. 10,
Substantial Completion,,,_ ... ........... _138,
14.S-149
Waiver orciriiins
J 4. 1 _5
Computation of Times
17.1 . 1- 1 T 2,2
Concerriing Sul�_-ontractors,.Supplicrs
and Others . .......... .......... ... .... ....
Conferences -.-
initially acceptable
preconstruction ....................... .....................
Conflict, Frror, Ambiguity, Discrepancy --
CONTRACTOR to Report ........
13, 3:3. 2
Construction, before starting by
CONTRAUl OR_ ................ ** .....
.......... j-1.7
Construction 'Machinery, uIpment, etc.,
........... ..... 6.4
Continuinil, the Work............... ... .......
�6.29. 110.4
Contract DLA;uments-
Amending....... _ .................. ...................
_ ......
Bonds
_.J.
L:JCDC GENTRAL CONDI HONS 1910-S 0990 LIN I IONI
WL7TY OF (RFV M91
1
1
I
Cash Allowances ......................._...................".11.8
Article or Partigraph
Number
Change of Contract Price.._........_ ........
......... I I
Change orContract TinaLs-.............. .......
.- 12
Changes in the Work ...... ....... I ..................
check and veri[k
Clarifications and
friterpretat ions,_: ... ...... 3A
9 4, 9 11
definition of :
it
ENGINLTFER-as initial fnEerprcter or ...... .......
.... 911
ENG WFER as OWNER's representative ..............'?.I
Scrieral.3
Insurance
__311
Intent ..............
_:3.1-3.4
minor variations in the Work ..........
OWNHITs responsibility to rurnish data .............
_83
MVNFR'§ responsibility to make
prompt payment,., ................... 14
4. 1 4� 1
precedence ..................................................1
1, 3.3.3.
Record Documents
6.19
Reference to Standards and Specifications
of -Technical Societies ... ....................
. i�3
Related Work .........................
_7: �
Reporting and Re.solvin, Discrepancies,,;,,-_
2.5,3.3
Reuse ot-.
Supplementing ..................... . ........
....... 3.6
Term mation of ENGINE, F_Rs Employni enT_
, ...... :8:2
Unit Price Work - ................................................
11.9
variations ......................................... 6,27
Visits to Site, FNG[,NPER!s
9-2
Contract Price—
adjusuin ent ol� _:__15. 4. L'9.4. 10.3�
11. [1.3
Chan." of.:.., ...... 21 --------- ;111--l-
Decision on Disputes:...-.,..1.... 1:1 .......................
' 9.11
definition of ................... ........................
(:ontract Times --
adjustment of........... ......._...... 3.5. 4.1. 9.4.
10.3. 1'
-
Change of .................................................
11.1-1-7.4
Commencement of, ............. .............. ...........
.... 13
definition of ........... .........
CONTRA&OR-
Acccptancc of Insurance.',".1 .... ......
------ 5'14
Communications
6. 16,9.2-
Continue Work
29, 10.4
coordination and scheduling _7
.1- 9
definition of
1.13
Limited Reliance on Technical
Data Authorized .............
4,12
May Stop Work orTerminate .,
provide site access to others ........ .......
3,2, 13. 2
Safety and Protection-, ................. 4.3. 1. 2, 6.16, 6
6.21-6 2 3.
7.2 11.
Shop Drawing and Sample Review
Prior to Submittal
Stop Work requirements ... ....... I........ I....._.... a4 5,�
Aitict,! or Paragraph
Number
Compensation. ------- -- ----
ILI-11.2
Continuing Obligation,,,,,. ........ .........
14-1 i
Defective Work... ....... ....... ........ .... 9.6. 13.
10- 1114
Deity In correct defective Work. . ....................
Duty to Report. -
Changes in the Work caused by
Ftnergency ...... I ..............
Defects in Work of Others,,,,,,,,,,,,,,,,
Diffcrinu conditions...
Discrepancy in Ducuments, ........ 2.5, J-3-1
6.14,'-
Underground Facilities not indicated ...........
4.3.2
Emergencies.........._ ....................... _ ...........
_3
F'quipm cm and Machinery Rental. Cost
ofthe Work ... ....... ................ ........
11. 4. 1;3
Fee --Cast plus, ........................... 11-4.5-6, 11
5: 1, 11 _6
.General �Yarrintv anti ..........
6.30
[lizard Communication Programs-, ....... ...........
6.2_'
Indemnification......-, _ -------- 6-116-16,
6314ij
inspection of the Work' .._. . ....... I ... -1.11 ...
7-3, I3'4
Labor, Materials and Equipment .,... . ...........
...6.3-O. 5
Laws and Regulations, Compliance by ......
4114r I
Liability Insurance....,-. _ � � .........
- , , 5.4
.-Notice or Intent to Appeal .... ........... .....
9. K). 10:4
obligation to perform -and complete
the Work
Patent Fees and Rovaltics, Paid -far by; ......
Performarcc and,0ther Bonds,,,,,,,,,,,,,,,_,....._,,,_.
511
Perm it3..obtairwd and paid for by ....... .......
....... :6.13
Progress Schedule...:.
2.qt: 6.6.
Request for faunal decisionori dJsputes.9:1l
Responsibilities—
Changcs in the Work ........ : .... ... 7 :
lust.
...... :1.
Concerning Subcontractors. Suppliers
and Others ......................................6.8-6.11
Continuing the Work .................. ___6.29,
10.4
CONTRACTOR's expense ...........................
(i. 7, 1
CONrrR.ACT0Wi General Marnanty,
.and Guarantee .......... ........ ............
...... 630
CON7R4CTORs re6exy prior to Shop
Drawing or Sample submittal,,,-.-,__,-„-
625
Coordination of Work . ..............
_6 9-
Emergencies ..............................................
6.
CN,G[NT-Ms evaluation. Substitutes
or "Or -Equal" Items, .....
... . 6. 7. 3,
For Acts and Omissions
of Others 691-6
9 2, 9 13
for deductible am ourits, insurance ...................
9
general 6, 7.
............................
2, T U)
HaZilrdOUS COMMUniCation Proqrarn . .....
_ 6.22
Indumnirictition
6.31- 6.13
''JCLK: CENERAL CONDMONS 19[U.s (1991) EDI rTON)
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Labor, i,,laterials and Equipment .... ,,_6.3-6;i
Lawsand Regulfitiens.__ ........... . ......
Liability lnsurancc,
Article or Paragraph
Number
Notice ca7variation from Contract
Documents. ... ......................................
6.27
Pfitem Fees find Royalties..............................
6 121
Permits
6 13
Progress Schedule._.._...,......_.._: ..............
6,6
Record Doc-urnerus
6.19
related WorL performed prior to
ENGINEEWs approval of required
submittals
628
safe structural'toadin .. .................................
6A.S
Safety and Protection .............. �.220.-7.2.
13-2
Safety Representative_ .......................:
........ 6.21
Scheduling the Work ..............................
_6.()-2
"hop Drawings and Sampleg....
6.24
Shop Dru%vinggs and Samples Review
by EN G MM F R ....................
... �6.26
Site Cleanliness
6.17
Submittal Procedures . ............
:6.25
-
Substitute Construction Methods
and Procedures., ............ ........
;.,-6,7.2
Substitutes and 'Orm.Equal"
Supe6ritendence .................................
........ 6. 2
Supervision..- ........................ ...............
....... 6.1
Survival of Obligations_ ..............................
& 34
Taxes
'rests an. ....... ... ........ .
To Report .................. ............ I ..... 11
..........
Use of Prem ices,,,,,-.:_..:...,::.,0.16-6,18, 6.30.2.4
Review Prior to Shop Drawing or
Simple Submittal, ........................................
6, 25
Riglit to adjustment for changes in the Work ..... 10.- 2
right to claim.--, ...... 4. 7.1. 9.4, 9.5. 9. 11,
1 O� 211, 2,
j 1.9. 111. 119: 14. 3, 1 i. 1,
15.5. 173
Protection Sareiv an ................... 6.20-6.2-1.
7.2. 13:2
Safety Representative .... ..............
I ...... 6. 21
Shop Drawings and Samples Subminals
6:24 -
-6.28
Special Consultants .... ....... ...............
t IA4
-Substitute Construction . Mcth6kIs and Procedurcs-6.7
Substitutes and "Or -Equal" Items.
Expense.,,,,, ................. ........ 6.7.1,
6.7.
.Subcontractors, Suppliers :end Other.j.,_
Supervision and Superintendence .......... (;, 1,
6.2, 6.21
Taxes, Payment byi .......................................
:..!� I
Use of Premises ----.6.16-6.
18
WirranLies.and guarantees
Warrant, of'ritle
•14.3
Written Notice Rcquirzd-
CONTRACTOR still) Work or t�rat inatc......,15.5
Reports of Differing Sulowirfiec
find Physical Conditions.... I ............
4.23
,Substantial Completion ................................
14.8
NN;
U)NTRACTORS-ocher- � ...........................................7
Contractual Liability Insurance.,,,....- 10
Contractual Time Limits._:,-:-,,:.,:L, _._ -;:-. 11-11 - - -12.2
Article or Paragraph
Number
Coordination--
COLNTKA(:rOR!s responsibility ........................
f-9:1
Copies of Documents,,,,.,, ............
:.2.'-
Correction Pcri(xj-:--4- .......
.... 13.12
Correction, Removal or Acceptance
of Defectire-'..Vork-
in general ................................... 10.4.1,
13.10-13.14
Acceptance ofDejevtive Work,,_,_ .....
Correction or Removal or
Defective Work .................................
6.30, 13.11
Correction Period
-.13. 1 -,
OWNER May Correct Defective Work ..............
13.14
OWINTR kfiiv. Stop Work....._.. ...... ................
...13,10
Cost. -
of'rests and lnspectionf� ............ __ ..................
13, 4.
Recordsil.7
Cost of the Rork --
Bonds and insurance, additional, ...........
j 1.4. 59
Cash Discounts
11.4-1
CONTRACTOW% Fee
11.6
Employee Expqnscs .......: ......:..:....................I
1.4.i.I
F-�clusions Lq
11%5
General 11.4-11.5
1-16me office and overhead cxpensc5
1 VJ
Losses and damages .....................................
11.4.5.6'
Materials and equipmen( ................................
* 11.4-2-
Minor expenses ...........................................
1 . 1.4.5.5
Payroll costs on,chariges
11.4.1
performed by
11, 4-
Records11.
Rentals of construction equipment
and machinery ..................... .: ......... --wl
1.4.5.3
Royalty payments, permits and
license fees
11.4.5. 5
Site offitce find temporary facilities .................
11.4. 521
Special Consultants,
lA4
s6ppleniental __ __ ...... ; ....... ........
........ 11.4.5
TIxes related to the Wor..............................1.1.4.5.4
Tests and Inspection ...........................................
13.4
Trade DiSCOUntSjrlA--7
(Ailititfs, fuel and sanitary theilitiesc
11 -4.53
Work killer rcgulfir hours .............. I .................
J 1.4.1
Covering Work_..._ ...... ....... ..............
16- t3.7
Cumulative Remedies
17.4-1 7�.5
Cutting, fitting and
7-21
Dma,jo be furnished by OWNER,.„ ......... .........
_,,$-,
Day-deCinition of,,,,,,,,,,,,, ......
7.
Decisions on Disputes ....................................9.11,
defective--definiiion Ot
defective Work -
Acceptance cf.11--l- ........ . I-- ...... -10.4A. 13A
EJCDCC;L'D![:IL-kLCO.NDIFIO,IIS 1910-3 ELH 110N�
Wt aTY OF FOKr COjj.r.\Nr\ . . 100(r1C
I
I
Correction Lr Removal of 10.4.1, 13.11
Correction'Pcriod -
................
in'general 13. 14.7. 14. Il.
Article, or Paragraph
Number
observation by ENGFINMER ................................
9.2
OWNERflay^Stcp %Vod:.................................13.10
Prurn Pv I\ToiiLe of Detects ...................................
1-3. 1
P
Rye ...........
...... _....9 .6
Uncovering the Work, ......................................
DefinitinnR I
Dc Lq ys...................................... 4.1, 6.2-9,
12.3-12.4
Delivcry of Bonds_ ......................... .....................
2'.2.1
Delivery of certificates of insurance.....
I I 1 2.7
Deterni inations; for Unit Prices......... I ..................
9.10
Differing Subsurface or Physical Conditions
-
Notice o( I
_ - _.24.3
FNGTINTFRs Review
....... a. 2.4
Possible Contract Documents Changq .............
' _
Possible Price and Times Adjustments ..............
4. 2. 6
Discrepancies -Reporting
and Resolving....
13.2, 6, 14.2
Dispute Resolution -
Agreement ................................................
J6.1-16.6
Arbitration
,genera[16
Mediation
16.6
Dispute Resolution Aurcemcrit ..........................
16. 1-16.6.
Disputes, Decisions b; FN1(YNHhR..._ .............
9. 11 9,12
Documents --
Copiesof
2
.............................. ............ .................
Record 6,19
Rcase of. .......................... I ... . .......... I ......
Drawines-defunition ............::.::.:....._:...,:LIB
Easements
_,4.1
Effective date of Agreement - definition qf.
............. j. 16
Emergencies ............ ...............................
2
-3
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EN'G
us initial interpreter on disputes,,,,,,,,,,,,,,,,
9,11-9,12
definition al.l......:...............................................I.
17
Limitations on authority and responsibilities,,,,,
9. 13
Replacement of.:._ .............. . ....................
........ J'2
Resident Project RepresenCitive, ... I—— .......
......... ().3
ENGEFERs Consultant -- definition o,(
LIS
ENGINEER's-
aulhoritv and responsibility limitations
on,. , 9.13
Authorized Variations in the Work ......................
91 i
Change Orders, responsibility ror ....... 9.7.
t 0. 11, 12
Clarifications and Interpretations ................
3,63,9A
Decisions on Disputes .. . ........
12
defective Work, notice of
13.1
Evaluation of Substitute .................
6.7.3
Nubility..................................................f.32,
9; 12
Notice Work is Acceptable ......
14113
Observations .....................
9�
1. 16:311.2, 2.
OWNER's Representative...................................I u
Ilaymcrits.to the CONTRACTOR,
Responsibilityfor ... I ....... ..___ ........ 14
Recommerichition of Payment.:., ... _;_,t ... ;14-4, 1413
,\rticle or Parag
raph
Number
Responsibilities --Limitations Lin ..................
9.11-9.13
Review of Reports on Differing Subsurface
and Physical Conditions,,,,,;,,,,,,,,„_.._:_:.:::::
2-4
Shop Drawings.and Samples, review
responqibilifv ................. ..........
&26
...... .
Status During C(ristruction-
authorized variations -in the Work
9.5
Clarifications and Interp[etation5 ........
......... 9.4
Decisions on Disputes ... ...' ...... I, ..........
dl). I t -9.12
Determinations on Unit Price
.J.10
ENGINEER as Initial Interpreter
9_1 1-9.12
ENGI-NEERs Responsibilities ... jw ..........
:91 1 -9.1 a
Limitations on FINIMNFEWs Authority
and Responsibilities ..............................
9.13
O%VZNORs Representative ......
9.1
....... ...9.1
Project Representative ....... ------
_:____.9,3
Rejecting Oefective Work„ ..................
9.6
Shop Drawings, G hange Orders
and Payments ...... ....................
_9.7-9.9
Visits to Site zla ..............
9 1,
___ -
......................
Unit Price dcturmimuions .....................
.... I ...... 9.10
Visits to Site
9-1-
Writterixonsent required ............... ..............
3.2,9.1
Equipment, Labor. \-Literials and ...... .................
6.3-6.5
Equipment rental,.Cost of the Work_.,_.,-,_..._._.
11-4-53
Equivalent NIaLcrials and Equipment,,,-
6.-7
error or orn issiuns
Evidence of Financial Arram,ements
Explorations of physical conditions ..............
a1. 1
Fee, CONTRACTOR!s--Cosis Plus.....-
.............11.6
Field Ordcr-
definition of
1.19
issued by ENGINEXR. ................................
16.1. 9.5
Final ApplIC01ion for Payment ...............................
14.12
Final Inspection .................................. ................
14.11
Final Payment --
and Acceptance - ..... .............. ......
14,13-14-14
Prior to, for cash allovances
I I.S
General Provision.%
17,3-17.4
General Requirements-
derulition of ......................................................J120
principal references tv.............. _.6, 6.4.
6.6-6,7_65,24
Giving Notice _ III- ;
17.1
Guarantee of Work -by CONTRACTOR.__.._..6.3(j,
14.12
[Inz,ird Conimunicition Progrnms .....................
..... 6,12
flaxardou3 Waste-
detiniflion ol.
J. 21
gencral....... ...........__........_...._......_._..-A
OWL"IER'% responsibility fox ...................
.......... X_11)
f (,1TY QF FORT C011INN MODTFICATIONS tRFV 7/99:
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indemnification ............. 6.12 6.16, 6.31.6.33
Initially Acceptable Schedules - .. ........ 19
Ln5pection-
Cenificates of ........ ...... ; ........ 13.i. 14.12
Final !4.11
Article or [Inragraph
Number
Special, required byFA\IGfNEFR .........................9.6
Tests and Approval-_... _ __$,7, 0.3-13.4
Insurance -
Acceptance of; by OIVL4FR .............. ..........
_3.14
Additional. required by changes
in the Work
....I I.4.5.9
& Before starting ..... ..........
............ 2.7
i3onJ5 and --in gencral ..........................................
i
Cancellation Provision;,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
�5.8
Certificates of __2.7. 5, a.3. 5.4.11..
iA.13,
* ........* ......; ....... 5.6.5, 5.8, 5.14. 9,13.4. 14,12
completed operations,., ................. ..............
...5-4.13
CONTRACTORs Liability_ ................. ..............
5.4
CON TR-ACTOWs objection to
Contractual Liability -- ------------------- ..............
5.4.10
deductible amounts, C01,1TRACTOR's
responsibility............ ........ .........................
J.9
Final Applictimn for Pivawnt ..............
:.0414.12
Licensed Insurers.,., ............. ................
; .......... i3
Notice requirements, material changes ........
5.S. 10.5
Ciptio It to Replace_ ..........................................
5; 14
*
other special insurince5 .............................
...... 5. 1 ()
M NIER as fiduciary for insureds
5. 12-5.13
OWNDrs LiibiliLy_ ....................... _ ...................
K5
OWNERs R�,ponsibitity� ................ ......._...........
S:i;
Partial Utilization. Property Insurance ...
_.......5.15
Property.. ; ...... .................... a
... .. . 3.6-i. I A
Receipt and Application ol"Insurance
Proceeds ........
12-5.13
Special lnsLtrance ................ ................
5. 10
Waiver of Rights .......... ....... : .............
Intent of Contract. Docurn enLs
144
Interpretations and Clarifintion.s ........ .......
J-6.3, 9A
Investigations or phvsical condition-q ........ ................
!4 2
Labor. Materials and Equipment...:._:._ -------
63-6.5
Lands --
and Easements
8.4
Availability of .............. ......... ___ ..............
4.1. 8.4
Reports and Tests— ............
Laws and Regulations --Laws or Regulwionq
Donds
_.5.1-5,2
Changes in the Work - . . .....
..... 10A
Contract Documents....,... .... ... :: .................
1.13.1
co.Nn'R,Aur(DR!s Responqibi I ities
6.14
Correction Period; defective Work,,,,,,,,,,,,,,,,,,,,
6.12
Cost of the Work, taxes ................................
11.4} 5;4
definition of
generaiii. 14
Indemniticatiun
6.31-6.33
Insurance
&3
Precedence.:.,_,....,:,
Reference to
Safety aml Protection.,, ............. .........
;..620, 132
Subcontractors, Suppliers and Others ............
6. 84' 11
Article or Paragraph
NumbLr.
Test'.,, and lnsi5ections...................................13.5
Use of Premises
6t t 6
Visits to Site
9
Liability Insurince.-
CONTRA(ZMR's
5.4
6wNEWa
5.5
Licensed Sureties anti Insurer*--------------------_ ..........
.
i �
..
Liens--
Application for Progress Payment ....... ........ ....
J4_1
CONTIZ.A(M-OR's Warranty of'ritle ....................
14.3
Final Application for- Piyment .... .....................
14, 1 _2
definition of
1.23
Waiver of Claims
14A�
Limitations on ENGINEER's authority and
responsibilities., ------------------------------------------------
9.13,
Limited Reliance by COt\FrP, 4CTOR
Authorized
,Maintenance and Operating 'Mrinuals-
Final Application for Payment,.-,,,-...,,. ......
... t4.1
Manuals (of others) --
Precedence...............................................__'.3.3.1
Reference to in Contract DocLuncrits
,Materials and equipment --
Furnished by (,'0N`rRACr0R ...... .......................
.............................la
6.3
not incorporated in Work ...................................
14-2
.Materials or
Mediation (Optional),':'
6.7
of............:..................I........
L24
Miscellaneous-
Comptitarion of Times...' ... I ........................ J
72
Cumulative Remedies
17.4
Giving Notice
17.1
Notice of Claim.................................................17.3
Professional Fees and Court Costs Included, ........
17.3
Multi -prime contracts;........_:_.__....._,._..::._ ........
7
Not Shown or Indicated
Notice of--
Acccptabilityof Project..... .......... ...... .......
Awird, definition of
Claim ........................ .. d .................................
j.T'
Dofects. 13.1
Differing Subsurface or physical Conditions_
_.4.2-3 3
Giving ........ ....... _ _. I � .........
... 17r 1
Tests and In.ipections. .... ........
Variation, Shop Driwing- and Sample ........... G37
Notice to Pro"ed
definition of.._6
................................ ....................
Livin-a ofI., ......... ...... ........
LJCDC CENERAL CONDI 11011:5 1910-3 0990 LDITION)
w(CITY OF I.RF.V 9f9911
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608.19
Replace Flatwork - 1" Additional Depth
Square Foot
4.200
S 0.76
S 3,192.00
608.20
Colored Concrete 4" San Diego Buff- Up Charge
Square Foot
0
S 2,05
S -
608.21
4' Valley Pan (6") - Ranove & Replace
Square Foot
0
$ 10.15
S
608.22
Concrete Pavanent S" - Remove & Replace
Square Foot
0
S 7.65
S -
608.23
Alley Approach 8"-Remove&Replace
Square Foot
500
S 7.65
S 3,825.00
608.24
Expansion & Caulking
Lineal Foot
225
S 4.60
S 1,035.00
608.25
Splashbleak 4"
Square Foot
0
S 6.15
S
60826
Exposed Aggregate 4" - Up Charge
Square Foot
0
S 4.00
S
60827
Reset Flagstone
Square Foot
1,000
S 3.50
S 3.500R0
608.28
[[an] & Dispose Concrete with wire
Ton
0
S 1100
S
623.01
Irrigation Sleeting 3" PVC -Complete In Place
Lineal Foot
0
S 5.00
S
630.01
"no Parking" Sign With Stand
Per Each Per
4,700
S 1.50
S 7.050.00
Day
630.02
Vertical Panel Without Light
Per EachPer
11, 150
S 0.90
S 10,035.00
Day
63003
Drum Without 6h Channelizinb . Li • t
Per Each Per
360
S LIO
S 39600
Day
630.04
"type 1 / 11 Barricade Without Light
I'er1h Per
50
S 0,75
S 37.50
630,05
Type [11 Barricade Without Light
Per 11',]avaah Per
109
$ 3.50
S 391.50
630.06
Sim A Sign With Stand
]'or Each per
S 1.65
S 4.785.00
Day2,900
630.07
Size B Sign With Stand
Per EDach Per
375
S 2,25
S 731 25
630.08
Siza A Specialty Sign- Cost ofManufacturing
Each
0
S 200,00
S
630,09
Size B Specialty Sign- Cost ofblanufacturing
Each
0
S 200,00
S
630,10
Cone With Reflective Strip
Per Each Per
10,100
S 0.60
S 6,060.00
630,11
Safety Fence
Per RDo 11 Per
40
S 10,00
S 400.00
630.12
Light
Per Each Per
12
$ L00
S 12.00
Uav
630.13
Advance Warning Flashing or Sequencing Arrow Panel
Per Loch Per
70
S 7500
S 5.250.00
Da
630.14
Variable Message Board
Per EDach Per
115
S 20800
S 23,000.00
630.15
Traffic Control Supervisor
Per Day
50
S 300.00
S 15,000.00
630.16
Traffic Control Supervisor
Per Fluor
900
S 31F00
S 32,400.00
630.17
Flagging
Per Hour
1,700
S 25.00
5 42,500.00
TOTAL COS
S 670,842.75
Signed
Company
Check One:
Six Hundred Seventy Thousand Eight Hundred Forty Two Dollars and Seventy Five Cents
3
Address 19/k4V4;jj> AQK__
lD soS-l%
Phona'Fax y70.Z03-0soo / 9-70'-ZO 0-70o
Motiricniion to Surety
10.i
Observations, by HNGNEER- ....
....... 1—i-.6.30, 9,2
Occupancy of the Work....,,_.-,,..;,,;,
5.13. 6.30.2.4, 14.10
Omissions or acts by CONTRACTOR,_, ... _:., 5 9. 913
Open Peril policy form, Insurance-,,.,.,,.,.,,.,,..,,,_,.,
Option to Replace .......................................
.......... i. 14
Article or paragraph
"Or Equal" Items .......... ...........................................
Other work 7
Overtime Work --prohibition of.-_....,:
.......... 6.3
:Acceptance of dqjactiva Work: .........................
j3,13
appoint an LNG[1NEER,_.,, ......... ---
r., ....... 3. 22
as Fiduciary ........................ 11 ....... 11 ............
5.12 5A
Availability of Lands, responsibility .....................
4A
definition of ...............................................
(Litz, furnish ...... ......
........ N.3
NItty Correct Defrctiie Work ...........................
3,14
May refuse to make poynicnL ................... I
......... 14.7
May Stop the }Vork .........................................
May Suspend "'ark,
Terminate 13,10.
15J-15.4
Payment. make prompt .......... ...... N 3, 144,
14,13
performancs of other work ..................................
7.1
permits and licenses,
...... A 13
purchased insurance requirements,,,.
. ............
3_6-5.10
OWNERS—
Acceptance of the Work ......................... _j,30.2.5
Change Orders, obligation to exccutp ...........
�A 1U.4
Communications ......... ......................................
&I
Coordination of the Work ..................................
7.4
Disputes, request for decision„..........................
9. I I
Inspectiuns, test, and approvids .......... 4 ....
J.7. 13.4
Liability
Notice OF Defecu; ..............................................13.1
Representative --During Construction.
FNGINHEWs Status.,....._..........
9.1
Responsibilities --
Asbestos, PCBs. Petroleum. Hazardous
Waste or Rmchoactivc Material ................
$.10
Change Orders, ............................. ..............
9.()
Changes in the Work ....... I.. i. I ........... . ,
I ( ). I
communications ............................................
N. I
CON.TR--k(--TORs responsibilities ........
.......... S. 9
evidence of financial urrantrumcntA
SJI
inspections, tests and approval},,,,,,,,,,,,,,,,,,,
�S. 7
insurntice........................ ..............................
5-i
lands and easements ...............................
8.4
prompt payment by ......... ;.;._ ...........
.8,3
replacement of ENGNEU........... 1.
1 ........ $.�
reports and rests.., ....... I ................ I ...............
stop or SLmpend Work, ................ ;,N.S;
13. 10, 15. 1
terminate COYTRACTOR%
services -------_----_---- ...................
:A9. 15.-
separate representative at sit:............................y_3
testing, independent ................. ................. 13. 41
use or Occupancy
of the Work ...........
"51 6.30.2.4. 14.10
written consent or approval
required ......................................... 9,1. 6.3, 11.4
LICDC. OLNER-U-CLONDITIONS 19111-N (t990 M MON)
WCITf OF FOR,rcou.i\s MODIFICATIONS I.REV9194)
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Article or Pari.,raph
Number
Written notice required_
M, 9.111
.......
M9, 14-7, 15,4
PCBs --
definition of
general: .............. .........................................
....J5
OWNER!s responsibility lor� ........ ........
_10
'Partial Utilization -
definition of
general 6:30.2.4, 14.10
Property lnsurnncc ......... ..... ...........
15.
Patent Fees and Rop71ties ... , ...............
.......... ........ 6.12
Payment Bonds ---- ...............
Payments, Recommendation�of .............
14,4-14.14: 1
Payments to CONTIRACTOP and Completion
--
Application for ProgressPayments._ .......
, : ... -; _11,41.2-
-CONTRACTOWs WarraAty ofTide.,_..._-_,,,__,...
t143
Final Application for Payment .....
........... 14, 12
Finn I Inspection .....
..... 14-11
'
Final Parviiient and AcceP tance .......
....... 1413-14-14
-enQral
14
Partial Utilization,,,,,,,;,,,,,,_.,-___14.10
Reeainige...... ...................................................
14.2.
Review of Applications fair
Progress Payments,_ ...........
prompt payment... .-_..__'_ . 11 ....
.......
Schedule of Values .... ............ I ......
4'.1
Substantial Compl,:tiork_
Waiver of Claim., .
14.15
when payments due ** ...... .... .... .. .........
14,4, 1413
withholding pa=cnt
4.7
Performance d,,d
Perm its
"...6.13
Petroleum -
definition of.,
1.36
general......... ....................................................
4.. i
OW'NT-R's responsibility for..._, -_,_ ................
to
Physical Conditions --
Drawings of, in or relating to ....................
A-2- 1 -
ENGP,rEF.R's review
4.2.4
existing structures__..... ... -------
...... 'A2.2
general 4. ' 1, 2 ..................
........
Notice of Differing Sui:,surfiat3e or,.,., .........
114.13
Possible Contract Documents Chan-e
4:2.5
Pas ' sible Price and Times Adjustments_,
...... ��16
Reports and Drawing ....................... I ........
4_n
Subsurface and,.,.. .. ........ _:
........... 4,
Subs .3 urthceConditions.-, ....... ---------------
- 4:2. 1.1
Technical Daw, Limited Reliance by
CONTRACTOR. Authorized:......................:a;'_
2
Under-,,roLmd Facilities-,-
er
general... .. ..............................................
413
Not Shown or Indicated
4_1'
Protection or ............
I 4. 3, 6. 20
xii
.,Article or Paragraph
Numtxr
Shown car Indicated
_..4_ 43.1
Technical Data ....................................
.............. .......... _
..... 4.2:2
Preconstruction Con.ference .......................................2.3
Matters._....
Preliminary Schedules. ........
...... 2.6
Premises. Use
18
Price, Change of Contract.,--... ....... ...
...... ' I I
Price, Coiltract-derinition of,__."_.
111
Progress Payment. Applications for, ...
progress Payiiwnt--r,:tainagt;.................. ...
......... 142
Progress schedule, CONTFCkCTOR!s ........
'A 18. 2-9.
...... .. 6.6, 6. 30 - 10:4. 15.2.1
Project --definition of, -7 ... I.. -,
1_31
Project Representative—
ENGITI=s Status, During Consiruci ion-, .... 93
Project Representative, Resident --definition
of-, L"')
prompt pivnient by MVNFR..:.:.:_ ................
....... ... 3
Pfoperty [nsurance_
Addi tional._... ...............
111enora15.&5. It)
Partial Utili7ation
14,102
receipt and ilipliention of proccc& ...
12-5, 13
Protcction, Siretvand ........... ......
13.2
Punch list
Radioactive Material—
d'efintim of
Ot,Vl4FR!s responsibility for...,,_ ..... ............
5.10
Recommendation of Payment_ .............. 14.4r
14,5, 14,13
Record Documents-....,-,._....,..-,. .._..__..._...
p.I9, 14,12'
.Records, procedures for traintainin ..................
........ J-8
Reference Points,..;_-.._
Reference to Standards and'Specifications
of Technical Societies ... ........
........ I .... 3:3
Regulitioirs, Laws and (of) .............. ..........
............ 6.14
Rejecting Do crite Work
9.6'
Related Work --
atSite _ ...................... ..............................
7.1-7.3
Performed prior to Shop Drawings
and rampl�. subinktal, review,.......,...
6_29
Rcrtioclies, cumulative.._:_...-:: ,------ r ... --- I .........
17.4. 17 5
Rcmo6l.or Corrcction 61`D�/�ctnro Work
_13.1 I
rental agreements. OWNER approval icquired .... 1,1.4.5.3,
replacement uEENGLINEER. 6yQW?,TER, .....
.. ___ 8.2
ReP ortin6,and Resolving,
Discrepancies ................... ........
1-1.2. 6J4:1
.Reports --
and Drawings..- ....... --------------------
--- 4, 2.1
and Tests, OWNLER'q responsibilitv_,___
Resident and Project Representative--
derinition of .....................................................
provisionfor., ........... I .............. .......... ......... .......... y3
EJCDC GENEICAL cmLx nu,,:s i9io-s tiqjo ux nb;di
-tc.%no -s itcum) eciTyupForucou.m_ mcjrjii
I
Article, or Paragraph
;Number
Resident Superintendent, CONTRACTOR;,::;;:_:. 6,2
Responsibilities-=
CONTRACTOR's-in general ............ ..................... e3
ENGLNEER's-in general:,,,,,,,,• ............:.................9
Limitation; uq............................................�.13
OWNTM-in general..:..-_.::..::...:..:.�:...,.:_.....-"-----.S
Retamage.._............ ........ .,.._...:......_:......._..___t4?
Reuse of'Documents, _..........................................-
• ', 7
Review byCQNfRAC'rQR: Shop, Drawings
.and Samples Prior to Submittal---
....
Review of Applications for
Prooress Payments .....................................
14,4-14.7
Right to,anadjustment,.._._...............
...................In.2
Rights of Way. -------.-...... _....... ----.......
..............4-J
Royalties, Patent Fees and,
12
Safe Structural Londing,,,,,,,,,,•„•,,,,,,,,,,,,,,,,,,,,,•,,,,,,p.13
Safety -
and Protection__..............._-._.....-_4.3.2,
6.16. 6.13,
general....................................................
Representative,•COVTRACTOW ........................6.21'
Samples—
general .........,. .........................................
6. 24-6. _J
Review by CONTIACTOR .................._..
--------- 6.2
Review by ENIGI NEER .............................
6.26. 6:27
related Work....
Gr23
suhniitral of ................................................_.
6.242
submittal procedums.........................................6.25
2.5-2.9. 6.6.
:........... :.......:...:.......... :....
C29, 10A, 1�2,1
Schedule of Shop Drawing and Sample
Submittals
Schedule of Valuers _.....�..
_.•...� _
16, 18-2.9, 1+1
_......
Schedules --
Adherence to :.:.......................:.......................
15.2.1.
Adjusting.....-_....-.-..
..........................................
. 6.6
...
Change of Contract Times ...................:.............10.4
Initially Acceptabte-.:_.:..:._:.........:.._..._..:...'
G. ''_-J.
preliminary.........................................................16
Scope of Changes.......................................10.3-10.4
Subsurface Conditions-_ .......... ,_,
-4.11.1
Shop Drawings --
and Samples, general ...........................
......6,24-6:23
Change Oiders S Applications for
11nwunts, and..,:, --'
definition of,: ,,,_,-.
, ,,,: A.35
I:NGINFFM�s approval of.." .... ...
................... 3A2
ENGINE•ER's responsibility
Rtt review -........................... ........y.7,
6.2=1-6.33
related Work_._.
__.__cS'S
review procedures ......... .......................
I. ,.634-6,'_S
Article or Paragraph
Number
submittal required ...................................
6.24.1,
Submittal Procedures.........................................�:25
use to approve substitutions_.___,__.___,-____6.7.3
Shown or I ndicatcd.............. ............... ..............
..... 4-3,1
Site Access ...............................-.....................,
7.1 13.2-
Site Cleanliness......._.......................................:...
.. n.17
Site, Visits Id --
by GN(3DiG---...._..-.-. :: -- — .... -.9-2.
13-2
by others........
13,2
'spccial.causcs of loss' policy form,
Insurance . _._.:....:..:......:............... _...:.,.,...-,:-..5.6.2
Specifications—
defmation.of..,-.._..........................
„.1.36
of: Technical Societies, reference tp-.•�_-�.... _.......
3.11
precedence., .................:...................:.............:i.
3.3
Standards and Specilicotions
of Technical Societies,, .... ......... ...................
3.3
Starting Construction, M 6rc•.,,...,,,,,,, ,,,,,,,,,,2.3-2.8
Starting the Work....-----........_.---...---------------;?,.4
_
_
:top or Suspend Work --
by CONTRACTOR..,..,...._...............................155
hyOWNE-R,_..,._..:..:..:.:...::.:.::....::..S.S, 13.10,
131
Storage of materials and equipment_,,,,,;,,,,,,;,;;,,,
Structural Loading. Safety........................................6..
IS
Subcontractor —
Concern i ng....................................... _ .......6.8-6.1
I
deftnitionof ......................................................
L37
delays ......... .....
..` , 13'
waiver of rights .: .......................................
ci. I I
Subcontracturs--in general ........ :.:..:--- ::.:._,.,....
1.6.3-6.1 l
Subcontracts; -required provisions,,,,-:.: 11, 6.1
L 1 1.43
-
Submittals_
\ppli ations for Paytucnt..............................:....14,2
Maintcnanec and Operation \Manual.%- -----------
141'_
Procedures:._._... _... -. _. _.........._-......._: _.-........
_5'33
Progress Schedules ..............................:.......
16. 19
Samples . ..................................................6:24-6:
28
.Schedule of Values ;;_.6,.14.1
Schedule of Shop Drawings and Samples
Sabin issions......................................2.6,
2.1-2.9
Shop Drawings ........... ................. ............
A.24-6.25
Substantial Completion—
certili itiono[
14,5-t49
:.::.......:..............._6.30?.i.
definition ol'....... -............................................1.33
Substitute Construction Methods or Procedures.
....... 6.7 2
Suhstitutes and "Or Fgmd" items
CONTRACTOR's Expense :,.._
6.7.1.3
ENCHPTP, KWs Fvaluation.... .......... .......... ...:
..... 6:7-3
'Or -Equal ....................... ......I.......
.-...........
..6.7. I.I.
Substitute Construction Methods
sin LJCLRl GLNL1LV. CONDMONS 1910-3'(19913 LUL nONI
W CITY OF I.RF.V 9194)
I
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1
1
Article or Para raph
?umber
or Procedures.............................................ti.7.2
Substitute Wins....,._..
ai.7.1:2
Subsurface and physical .Conditions—
Drawings of. ur.or rehin- to......
....
ENGME•R's Review' .:................ I ....................
4.2.4
general I- _...: ..
...I ... I_. ... 4,2
Limh"I'ited Reliance by CGRACrOR
Authorized....._ ............... ..................
......... a:?'
Notice of Differing Subsurface or
Physical Conditions.,.: ........:...:...„;-,_,,...,,,.....,
4.23
Physical Conditions_-....._.-......,_
4-2.1.2
Possible Contract Documents Change ..............
�.2.5
Possible Priceand-finns Adjttsttlents ...............4.2.6
Reports and Drawings ............ :.:----_-„---
-------14.2..1
Subsurface and...............:.:..............:...:..............a
Subsurface Conditions at the -Site ... I .... I ............
3.2.1.1
.
Technical Data,, ..................................
........;I? 2.
Supervision-
CONTR.\CTOR'sresponsibility-,_...........
.._,_.......G I
OWNER shall not supers•ise................................3.9
F.NG[�I MER shall not supervise,,,,,,,,,,,,,,,,
9.2, 9.13:2
Superintondance
..
Superintendent, COYMACTOR's resident......:......:.6.2
Supplemental costs.............................................11.4.
i.
Supplrmcntary Conditions—
definition of .................. ..............................
1.39
:_.
principal references to,-- .............1.1(l. I,
I S: 1: 2, 7,
....................... 4.3, S.I, 5:3.
i:4, 5.6-=.9.
................. S.I I. 6.8, 6.13, 7.4; S.I
1, 9:3. 9.11E
Supplementing Contract Documents.. ........
Supplier --
definition of .............................. ..............
...:......1:40
principal references t6...........3.7, 6.5, 6.8-6.1.1;
6:20,
. 6.24,
9.1 3, 14.12
Waiver of Rights„ _
Surety -
consent to final payment,,.._.,.,,., .............
14.12, 14.14
ENGMTER has no duty to ... ............................
9. 13
Notification of-__.:.._ .:.-..:.... 10.1,
10:3. 15:2
qualification a(...--....
5,,1-S, 3
,, Survival of Obligations:_
............ ti.34
Suspend Work, Ol4i?ER Nfay. _--.................
13.10, I5.1
Suspension of Work. and Termination-:,,,,,,,;,,,,,,,,,,,,,,1;.
CONTRACTOR N•Lay Stop Work
of-Terminane:........:.:.........................
0....... :1= =
OWhIER.N•fav Suspend Work ,,,-.- ..... --.-,.,
. _.::,15:1
OWi\MR Nda y Term irate ........:....:. ..........
:. _15.2-1 5.4
'faxes--PavmentbyCONTRAcrOR
6.1=
.TCehRllill Data --
Limited Reliar re by CON TRACTOR .................
1.2.2
Possible Price and Times Adjustments_.,-.
........ A.2,6
Reports of DitTering Subsurface and
Physical Conditions...... .......... I ................
xiv
Tcmporaryconstructicnfacilitics_- ........................ _-,a.l
Article or Paragraph
Number
Term mation-
by-cONr1 AC1OR
15.5
by OWNER ....
4 151 154
'of ENG NLEI s employment,,, ........ ...................
�2
'Suspension or Work-inuenerat;,,_,
15
Terms and
Tests and Inspections--
A&ess to the Work, byothers ...............
............. 13,7?
CONTRACTOR's responsibilities ......................13.5
Cost OE 13.4
covering Work prior to- -_.-
13.6-13.7
Laws and Regulations.(or)......._..........._......
13-.5
Notice. of Defceu::.............................................
13.1
'OWNER Nday Stop Work...---_-.:._ -----."--
-- .I3.10
OWNF-R's independent testing..., ............
........... 13;4
special, required by ENGINEF.R.............
............. 9-6
timely notice required.... ...................................
13.4
Uncovering the Work at ENGINEER's
request--, ------ ........
Times—
Adjusting.................:........... .........................
.....6 6
Change of Contract ........... :_.:..:.:: ..............
.:..:.:... 12'
Computation of_- ------- ,..,_.:........._............
.........17.?.
Contract T im es --del inition of
I; 12
d:iy ................
17.._
N1 i lestoncs................................... ..................1'--'
....
Requirements --
appeals......................... ..........:.............9.10,
16
clarifications;
claims and disputes,,,,,;,,,;,, ,;,9.11,
I I.-_'. 12
Commencement of Contract .Timis
, 13
Preconstructiin Conference ..........................:11
9
schedules..., ............ ........... ..............
.-'.6. 2.9. 6.6
Starting the\Vork.....:......._..,........................
=:4
Title, Warranty of.,,,,,,
14.3
Uncovering Work..............................:.............13.5-17
9
-Underground Facilities, Physical Conditions—
definitionof ....................................................
1.41
Not.Shown cr [ndicatetl '--,_.. ..... ---_
---4:3.2
protection of..............................................4.3.
6.20
Shown or Indicated
4.3.1
Unit Price Work -
claims ...,..,.• - - -....:... :............1,1
9.3
_
definition of*.,
1,42.
generall1.9, 14.1, 14.i
Unit Pricas--
^cncrtl11.3.1
Determination for ...................... ...............:.......
9.ID
Use oL- Premises........,..,„,,,,,,,,,,,,,,,,,,• 6, b6,
6; 15, 6.3b,2.4
Utility owners .................. ............ i,13; 6,20,
7.1-7.3. 13.3
Utilization- Partial--- ----- - -- ---t:'8. 5.1 i, 6.30.2A.
14.10
Value of the Work....................................................I
1.3•
Values. Schedule o(........................_,,.,'.o.
18-'_.9. 14.1
E1CUCOHNE1LAL. COSUI'IIONS 19104(1990 EDITION!
W CITY OF FORT CCOLUNS :\I(JOtlQtT INS CRF.b' gl9Y)
I
Variations in Work --Minor
Authorized
z;: L..A?5, 6. 27, 9.5
Article or Paragraph
Number
Visits to Site --by ENGLNTEEK.. . .............
_ ............... _ 9.2
Waiver of Clain —on Final Payment.,_-,
........... 14.13
wiivcr of Rights by insured parties ..................
5. f 1, 6. 11
Warranty and Guaranwe. General --by
M�R_ACTOR
Warranty of Title. CONTRACTORN
4"
Access to-,
byothers ..................... ..................................
7
Changes in the....._ ....................... ......
........ .... JO
Continuing the.-,- ......_1...... : ..................
-.6-29
CONTRACTOR May Stop Work
or Terminate ..............
Ij_ i
Coordination of-
7.4
Cost of the
11,4-11,5
definition of ........ ............................
I ............... 1.43
neglected by CQNqR_wNC7OR ............................
1114
other Worl
OWNER \by Stop Work -----
........ 13AU
OWNTR May Suspend Work ....................
13.10, 15.1
Related, Work.it Site ...................
7:1-7:3
Starting the,__
14
Stopping by CONTRACTOR .............
Stepping by OWNER .................................
15.1-15.4
Variation and deviation authorized, annor, .......... 3.6
Work Change Directivc—
claims pursuant lo. ........ _ ......... ........................
definition of
1.44
principal references to .......................
3.5.3. 10,1-10.2
Written -Arriendment--
definition oC.:.,,
...... t.45
principal references to 1. 1(),
3. i, 5, 10.15.1
...... ............... i5k. 21 6.S. 2,
6. 19, 10.1, 10.4.
11-2, 111.
13.12.2, 14.7:2
Written Clarifications and
Interpretations ...................................
3.6.3, 9.4. 9.11
Written Notice Requirvd-
by CONTFRACTOR: .............................
7.1. 9.10-9.11,
....... ... ... .........
by ................. ... 91 10-9,11 ,
1 Q.4, II_'_, 13.14
-NN
L:ICLX:. GLNIULA.I. CONDMONS 1910 -3 (1990 LDITION)
OF FORTCOLLINN
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(This pagc Icit blati , k, imention4110
1
GENERAL CONDITIONS
ARTICLE 1--DEF6vmo..vs
Wherever used in these General Coaditicinsbr in the other
'Contract' Documents the -following terns have the'
meanings tndiwated which pen .applia Elf to buds die
sinMilar and plural thereof,
1.1. .-tdeknda-Written or omphic instruments issued
prior to the opening of Bids hvhich elrrrify, correct or
.chrrr_e the :Bidding. Regtiirenients or the• Contract
Oocirnierim
1.2. . Agreement -The: written contract hernxmOWNER.
:and CONTRACTOR' Covering the Work to he perl'ormeil:'
other Contract Docurncnts are attached to the Agrecittpn
and made 3 part thereof as provided therein.
1.3. •Ipplication jbr Piiiwunt-'Ihe form accepted by
FV4INEER. which isto hr used by CO\ITPAi-fOR' in
requesting progress or'Iinsl paymtents and which is, to he
accompanied by such supporting documentation us is
required by the Contract Documents-
1.4, A-0eslos--Ariv material that contains more than one
percent asbestos and is friahleor its releasing ashestos fibers
into the air -above cur'rent.acnon levels established In' the
flnitcd States Occupatioail Safety and Health
.Administration.
1-5: raid -'The offer rr.propos<al of the bidder suhniitted
on the prescribed.foriti sitting, forth the prices for Lye Work
to be pertbrined.
1,6.. Bidding, Dovrunents-The advertisement or
invitation to Bid, instructions to biJders, the Bid forim,.and
the..pioposed Contract Documents (incluafrig rill Addenda
issued prior to receipt of Bids).
lIT BUNig Reyuimatentc--The .a&ertisenlent. or
hnvitatiowto [aid, i vstruaioru to bidders, and the Bid form:
9.8. Bonds -Performance and Payment bonds and other
instruments or security:
I _�k Charge Order -A, document recommended by
FNGtIEM which ts'silied by CONTRACTOR and
OWNER -and authorizes an addition. deletion or revision in
the Work, or an adjustment :in the Contract Price' or the
Contract Tinres,' ssued onor after the Effective Daicof die
Agreement
1.10. Contract Documents -The e\erecmcnL-xddendir
(which pertain to the Contract Documents),
CUN1'RgC'I'C7R's Bid (-including dx menG Lion
.accompanying the. Chid and any post Bril dcctuncntatiun
submitted prior to the Notice of .Award) when attached as
an .cidiihit to the Agroement the Notice to Proceed, the
.Bonds, these General Conditions, theSupplementary
Conditions, the :Specificationsand the Drawings as the
EJc'Uc'. vE+ERAL C'CiNtiYTtpiJ3 U' 1 U-3 1I %�'1 &Gdtnl
a/ ❑IYOF PORT COLLUM NIODIPICAMNS'IRfiV 4t^Oa0i
'satire are morespecificallyidentifiedin the Agreement.
together with all Written Amendments, Change Ordcrs,
Work Change Directives. Field Ordas and E "Gh4'EER's
'written interpretations and clarifications issued pursuant to
parasaptu 35.-3.6.1 and 3.6-Yoe. or alter the Effective
Oaic of the Agreemeht Shop Drawing submittals
approved pursuant to paragraphs 6:26 and'6.27 and the
reports and drawings rdterrcd•to in paragraphs 4.2-A and
4.2.2are not Contract. Documents.
1,14, Contract Price -The- mgnevs. payable by
OWNER to-CONERACTOR for comol tion of the Work
in mmordance with the Comract.Documents as -stated in
the .A reemcrit (subject to the provisions of
paragraph 1:1,9.1 in the case of Unk Price War,),
1.12: Contract Tires -The numbers or days it -the
dates stated in the Agrccmcnt (i) to achieve Substantial
Completion, and (ii) to complete the, Work so that it is
ready for final payment as evidenced by ENGINHER's
written recommendation of final payment in accordance
with.pragraph 14.13..
1.1-1. COM1714CTOR--The person, Gunn or,corpomtion
with whom OWNER has entered into the ..Agreement
1,14, ckf etnm-An adjective iVhich when modifying
the word Work refers to Workthat is unts,arisLictory, faulty
or deficient in Iliat it does- not conronin to the Contact
Documents, or does, not meet the requirements of 'any
inspection,. reference mnndard, test or approval referred to
in the Contract Document. or has bcen damaged prior to
FNGCNEER's recommcrulation of final payment (unless
respunsihility,for the protection thereof lias been assumed
by OW14F,R at Substantial Completion in accLrdancc with
Paragraph 14.8 of t4,tp)•
115: Dr'aivinp--Thc drawings which show the scope,
e.Ntent and character of the Work it) be furnished and
Performed by CC)NPRACTOR and which have boc.n
prepared or approved by CNG[NFER am] are refctred to
in the Contract Documents.. Shop dmwings are not
Drawirr,asas strtietined.
116. E#j ctire Dare of the .IyrYi'.nrtr+r=Phe date
indicnted'in the.Ag+reementon which it becomes.elfecuve,
but if no such date isindicated it means the data on which
the Agreement is signed and delivered by Ihe.last of the
two parties to sign and deliver.
1-I•7. LA\GIAT:Er(-The person, firm or corporation
named as suchin the Agreement.
i.i$I EVGI.,VEER's Conzltcrrit--A person fiat or
Corporation havirvt a contmu with T\TGN - to furnish
service:: as FNGEVT:FR's independent profcssionul
.I.V date or consultant with respect to (hn-FYojed and Who
is identified such in the Suppkmeniary.Conditions.
1.19. Field Order -A written order issued by,
HNGNFER.which orders minor changes in the Work in
accordance with paragraph 9..5 Innut which does not involve'
achanue in the Contract Price or the C'ontrict Times.
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I.20: General RequitYntants-Secrhns'of DivisiOn I of
the Specifications.
1? 1. Hu ahlfis tw ain.,=The term Hazardous Waste 4oll
hive the menning. pravided'inSection 1004 of the'Solid
.Waste DuTwmF Act (47 USC'Seetiorr o')tG) as amended
froin time to time.
1.22a: Land and Regulativia: Lauw o-'Re;tpilation _arty
and -all applicable laws, rwtics regulations- ordinances,
conies and .orders of'anyarid,all go�,ernincntal bodies.
Agencies: audictates and courts having.] urisdiction
1.22.b.. Le¢ut Holklays-shall be thox ho_ liikivs observe
be the Circ of Port Collins. '
1.2;: Liens -Liens chtir__es, security interestsor
encumlrnnees upon.real property orpersomd property.
1_4. Milestono -A pnncipal event •specified in the
CO]tniet Dacunten s relatim, to an intermediate completion
date or. .time prior to Sulistnntial C,6mpletion of all the
work.
L25� Nonce of,livand-Awritfen notice by C)WNFR.to
the:appment successful. hiddersciung duct upon. Mirplifincc
by the apparent suceesdul bidder with the condmom
precedcric enumerated therein; within die tuna specitiecL
OW TERwill.sign and deliver the Ag Cement,
1?6.. Notice m Piveeod-A written, notice given by
OW\'ER to CON-1'R\CTOR.(.�eiih a copy to EiD IGINFIR)
fixing die (late -on Much the Coniraet Times will
commence to run and on which COU f RAC'TOR shalt start
to perform 4'ONTPQ\(;T6R'S ohlieations under the.
Conthtct Documents,
1.37. 0MVER-The public body of authority.
corporation,. issocwtion, firm or person with whom
CO`TR.,\CTOR his entered into the Agreement iuid,for
whom the Work is to be:provded
135. Puttial Utilcation-Use by OWNER of a
suhstiuittally the Work: for the purpose:
for which it is untended (ora ref ited purpose) .prior to
Substantial Completionof all the W rk
1 29. PCBs-Pol-vchlorinateil biV&nyLs.
1.30. Penoleiun=Perroleuni. uicluduig crude oil or any
fraction thereof which is liquid at standard condition's of
tempermure and pressure (60 dgrees� Fahrenheit and
14.7 pounds per, square. inch absuhite), such as oil,
petraleum; fuel oil, oil sludge, oil refuse. gasoline. kerescnc
.rind oil mixed with other nun-fhi ardous Wnsies and crude
oil::
1.31. Prajevt=thee total construction of which the, Work.
to b: provided under the Contract'Ducumenls may be die
whole, or a part' as indicated elsewhere in the Contnad
Dowmcnts
132.a. Rkdiouctive :1'ldie pal -Source, special nuclear: or.
hvproduct:niaterial as defined by die Atomic Rnerev Act of
EICUC GENER,V. CONUI'rl Ot;a t 9 f Q s i ❑'9a Et 601i
.Wit MY OF FORTWLLINS,.MCD1FfC.A IIONS tREV I,NOM
1954. (4'_,LtS(,' Section Coll' et seq.) .as amended' from
time to time.
132,b Raerrlhr [Keukirre 716urs- ReL'ular w•orkine hours
are .defined as..7'OOam to 6.00pm. unless otherwise
Monied intheUenemi'Reguireincrits.,
1.33. Resident 'Nojec t Reprzsenfatirs-The_ authrirized
representative of 117N CG `dZCR who may. be a: imedto the
site "or.ugly part thereof..
1.34.. Samples -physical ceamples of materials.,
equipment, or workmanship than :are. reprasemadve of
some- portion of' -die Work' and which establish .the
smndnrds by which such portion of the Work will be
judged
13.5: .Sinop Oraxings-All .dmwings. diagrams,
,illustrations, schedules and other data or information
which nre ,PPceitieally} prepared e, assembled'. by or for
CONTRACTOR n submitted by CUM -ACTOR to
:illustrate•. some portion of the Work.
I-o, Specillcurions-fho,e portions of the Contract
Documents cam,isting of, ;written technical descriptions Of
,materials, equipment, construction systems standard-, and
workmanship .as applied to. tine,. Work and certain
administrative dctaiLs applicahle therein:
1,37. Si6euntravior-Anindlvidunl, Linn orcogporation
.having a direct commct with CONNTRACT(jR or with any.
Other Subcontractor for, the, fx6ormanec of a girt of.dic
R4vk at the site.
1.35: Si&siartrial ConrPletion--The Work Car a
specified part thereof) has progressed to the peiint w'herc,
in. the opinion of Ei.DIG1�ZlEERr as evidenced by
ENGINEER's definitive Certificate or Substataial
Compleuonit, is sullicientl}'complete, in accordance with
die Contract Documents, so.duit die Work nor ip citied
lxitt) Lin be orilized for the pugxise_s for tvluch tit, is
:intended:. or if no such certidcale'is issued: when the
Work is complete and ready for final paymentas
evidenced by F,NGTN-,F.R'sunion recommeridition. of
.final p tvment in accordance with paragraph I1 1 -, The
terms "substantially complete- and substtmtial1v
completed" as applied to all or part of the Work rater. to
Substantial Cumplelion thereof,
139. Sapplementary Cnrrditwns=Tine part: of the
Contract Documuus which amends or supplements these
Ueneral Conditions,
1.40. Supplier-_\ manutactuar: fabricator, supplier.
distributor, materialm inor vendor having a direct contract
with CONTRACTOR ar with any Subcontrictor to
.furnish materials or equipment to be incorponned;m the
!Rork by C'ONTR.-\CTOR or any Subcontractor.
141 1lndergrgrnrd nccilities -Ul pipelines. conduits,
ducts: cables wires. manholes; -vaults, tanks tunnels or
other such facilities or aittchmcnts. and any cricasements
canwinim_ such facilities which have been-insLaticd
under,ground to furnish qny of the Collcwging scrvtces or
materials: electricity, ga_ S� sicam. liquid' petroleun if a'Notice to Proceed isgiven. on the day.indi�ted in the
products- telephone or other communications, enble ?notice to proceed. A. Notice to Proceed may be givemat
televlsicm. sewage and drainace removal, trafficorother :any time within thirty clays after the Effective Date of the '
control systems or water.:a�>fCCt17CnL—lf1—rlti—CFenritti}tll '�"ar�-cam FItFFWE-1.11}}e5
eatttiiterte�to-�atrt-lakF than-ihoit4tieth-dn�-+fteFthr-dal
132- Unit f'tice {bore -Work to he raid Crir en'the basis eC-l3iyl-opmina or-.dta•thinieth-laveafter-the Lfia:ttvt•Pietc
of unit prices. �(lnc :-i_rcetn grit-whichever-cl,ttrisresrli<r-
1.43. Grail The enure completed construction or the Steriitikq the 1Vork:
various separately identifiable parts thereof rectuucd to be,
furnished under the Contract Documents. Wart., includes 3:ad ONTRACTOR.shall sutra to perform the Work
and is -lire result oC perCorntinm g or fuilaing liibur civil. on 'the date when the Ctinfmct `fimes•cummence loran,
furnishing Find incorporating materiak nod equipment into but no Work shall he dons at the site prior to the date an
the construction,and perIbuning or fum chute services and which the Contraci Times commence to nun.
furnishing. documents -all as required by the Contract. -
Doeuments, Before $tuning Cornstmetion:
144. !h'vr$ Charge Ghr cdva—A written directive to
-S: Before .undertaking each panof the Work.
C,ONTR:\CfUR,-csued an or after the Elective Date of
CON* RAG,rc)R shall carefully study and compare the
the Agreement and sinned by OWNFR: and recommended
Contract Documents and chuck and verily pertinent
'
by FNGINU- K ordenng fui addition, dctetion.or revision
figures shown thereon and all applirahle field
in the Rork; or responding to differing or unforeseen
measurements. CONTRACTOR stallpromptly report in
physical conditions under which- the Work is to he
writing to f NG4\t I R ury.conflicS error, ambiguity or
performed as provided in IxtmLvaph 4.2 or 43 or to
diu:repOi` ancv which C .TRA TOR .may discover and
cmacrgcncies under Paragraph 6!33 4 Wort. Change
shall obtain a written interpreiruon or clarfication.from
'
Dirt:.-tn a will not chnnigt n'v the Coact Price or the Contract
FNIMNT.F.R before proceeding wWork ork affected
•1'imci, but is evidence that the partica .t\pect that the
therchy;, however. CONCRACPOR. shall norbe liable to
chant- directed or documentedby i Work Change
OR:\t-R or FNGIV FFR for Cmlure to tctiort any contlicr;
Directivz will by iiicorporated in a. suirequently issued
error, ambiguity or discrepancy in the Contact
Change e Order following negotiations by the parties is to its.
Documents, unless C ON FRAf I OR knew or reasonably
effect if any, on the Contract Price. or Contract Time; is
shoidd.have known thereof
Provided in Pamgrnph'I 0.2.
-16,. Within ten days •tftee the Effective Date..of the.
1-4?- Ifrittati.;lnnand»renT A written anendmcrit of the
Agccnicnt (unlcs- othcrwi.< specified in. the Gcneral
Contract Documents, signed by OWi(FR and
Requirements), CONTRACTOR shall submit to
,
CON17RACTOR on or after the Effective. Pate of the
I11tj[NEER.fOr[eview.
Agreement and normally, dealing widi.thc noncnginecring
-
or nonteclimeal ratter than strictly cututruction-related
_oI it pnelmurriry progress schedule indicating
_aspects o_ f the Contmct.Documenw.
the tunes (number ofdays or dates) for startmg.ind
dwmpl tag, the various stages of the Wotk including
any Mile tons specified in the Conti:actDocnauenti,
:CR'CICLE :—['RELLL��ARI" \ta"C'CERS
it preliminary schedule ofShop Drmvin and
Sample suhmittals. which.. will list 'each required
submittal and the limes rorsubmiaim_ reviewing itnd
Delivm ofBoridw
processing such submittal;
3.1. When CONI'RLCCOR delivers the, -xeeutcd
_to:_. L. An no :case avill a schedule .be
- emrnls w- UIY�:ER. CU? TRACTOR slot) also
accepl:tblc vvhic}i. allow l sue; than 'l calendar
dehver-to OWNER such Bond, as CONTRACTOR may
days For each review by Engineer.
be inquired to furnish in: accortancu w ilh parattiaph,5I.
2.6.3. A preliminary schedule of. values Cormli of
CopievnfDocuments:,
the Work which will include quan itiz_ and prices- of
items a greg ifing the Contract Price and will
O11.tv"ERshatl Cornishto CONTRACTOR up to ten,
subdivide the Work into component p.Irts.orsufficient
copies (unless otherwise speciGcd in the :iupplemenwr-y
detail Lo _serve as the basin for progress payments
Cor:ditions) of Lhe Contract Documcnts a.,Eirere:isonebN
during, epnsuuctium Stich prices will include in
necessary lbr the execution of the WorL Additionhtcopies
appropriate.emount of uverhad and pro6i applicable
will be fumishcd, Ripon requc; at the cost of reproduction,
to eucfi item ofWork,
:CommencehientofContnnct.Tiinegi`oticetoProcee'd:
17. Before any Work at the site is sorted,
COtlrl' LAUTOR. and-44W.. FF ', shall mzh deliver, to the
3 The Contract Times will coniruLnee to run on the
o hnF OWNER with copies to eeelr aid tarsal-u stiruJ
5urtielh day.af er the Effective Ome of the ,4ctreement,.or,
danti€red n dx�v ppkmza Baal aas EiN tidE'Eft
EJC DC(:E:NEB.U- CONDIT ONS l i l ee3 f I Y9Q gtidw i-
3
W CI fY OI; FORE COLLI Ns_%iouw1GCrtON5 irtliV- ^Ja01
11
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certificates of insurance (and other evidence of insurance.
willfih—a!IFheFOF—f{kfi}-6F—Hn4—AEldlih?n9i—kRSHFid--m9 V
reasansblr—rtquast requested by OWtiTR) Which
CONTRACTOR-a"
ON TRACTOR ^- 1 i " pastirn4 aFa is required
to purchase aril maintain in accurehance with
foragrapha a-5.6�ndl:7.
Pmeonstruction Conference:
1s; Within twenty dnysuacrthe (*bntract'rimnstartao
nut bin hefoTc tiny Work at the site is startetb'a conference
Atiendcd by COWUACTOR. ENTG[N'EER anal others as
appropriate will be held' to establish a working
unclrntandiny among the putirs its to the Work and to
rdisctmsthe schedules referred to in paragraph 2.6,
procedures for handling Shtip Drawings and other
submittals processing, Application for Payment and
maintaining required records.
InitiallY acceiiiaMe Scheduler.,
19. l3nlcss otherwise provided in the Contract
Documents, At-{rAst-terrdAyhelarrsuFtttri:niort-o€thrFrt
Applisati m. lor-RAytnent before any work at the sitcheginS.
.a conference attended by CONTRAC IOR,. FNGINFFR
.and others its 9ppropri9te designated by ( t rFR, will be
held to review for ac:cperbifity to ENG INFER as:provided
below the schedules submitted in accordancewith
parlgraph2.6; and Division 1 General Rt_ li trtnients,.
CONTRACTOR -shall !lave an additional ten davc to make
corrections and adjUsmiems and to complete and resubmit
the schedules No progress payment doll hu, made to
CONTPr\CrOR until Elie schedules are submitted to and
acceptable to FNG)NFFR. as provided Below. "file
progress schedule will be acceptable- to FNGINFFR as
,providing an orderly rwc•gre,sion of the Work to
'a completion within ny specified Milestones and the,
Contract Tunes, but sttch aeccplance will neitherinhpose on
L1rGEv=—R- responsibility for the :xytiencvtg. scheduling
or progressof the. -work nor interfere with or' relieve
CONfRA(TOR Boni CON-rR.4CToia full
responsibility therefor. CONTR4CTOR's schedule of
Shop Dmwin- and Sample submissions will be acceptable
to FNCUNTF.R. as providing a workable arrangement for
reviewing and proKxssing the required submittals
CONT18\CrOR's schedule of vabws will he acceptable to
ENGiNEERisto focal andsubsinricc.
ARTiCLE3--Con•-rRACTDOCDSfD;TS. LYTE7,
AA.IEND It' G;.RCUSE.
Intent
3.1, The Contract Documents compmr the entire
acr<ement. Ietwcen O\VC\ MZ and CODtTRACTGR
coneernin- the Work. The .Contract Documents are
uomplemeritary^ what.is earned for by one is:as'binding asif
wiled for by all. 'rhe Contract Documents will be
construed in, accordance with the lave of the pdaee.or the
pviject
3.2 It is the intent of. the, Contract "Uecuments to
EJCUC OENER:V: CO;aUt r10K5d 9 t;m i 179u Edtiai i
.u> t1atL'v to oJon
describe a functionally complete Project (or print thereof)
io be constructed *m accordance with the Uintrircl
Documents Any Wo& materials or eyuipnnent that may
rmonctbly be inl' ff&l from the. Contritct' Documents or
from prevailing custbm or trade usage as being required to
produce die intended result twill be fttrnishzd -and
performed whether or notspecilically called Cur. When
words or phrases which have a well-known techrucal`or
construction iiidtistry or trade mcaniitg are used to
describe Work, materials or equipment. such words or
phrtt_ersshall be interpreted in accordance with that
meaning. Clttritiudions imd interpretations of the Contract
Documents shall be issued by 6NGINHEAas provided in
panlymtph 9.4.
3.3., _Reference to .Srandardw and Specifications of
7*eclrnienlSocieties; Reporting anti i2 Ulving
Discreparciev
33-1. Reference to, standards, specifications,
Uninuals or codes of any lechnicidauiciety, orgsmization
or association:. or to the Laws or. Regulations of any
govcmmental authority, whither such ,rctcrence be
specific, or by implication, shall mean the latest
.standard, specification, manual, code or Laws or
Rvgulntioasln effect ❑t dmelimc'ofulxinmg of BieLs (or,
on the Pahexivc Date of the Agreement ifthcr were
no Bids), except 'is may le'.othcnvise specifically
stated in the Contraet.Dccuments.
3., 2. It, during the perfnmmnce' of .the Work,
CbMCRAC'hOR discovers tiny- eontlict error,
ambiguity or disercfxancy within the Contract
Documents or between the Contract Dca:wiicnts and
any provision of any' such I.:nv or Reaulation
applicable to the performance of tlte.\Vork or of anv
such -standard, specltiention, manual orcele or of any
iiutruetion of anv'Stipplier rot2rred to in pamtlraph 6.,i,
CONTRACTOR shall relwn. it. to EVGINEFR in
writing at once, and, CON'TRt\CTOR. shall not
proceed with the Work affected thereby (except in in
cmergzncy as authorized by paragraph 6.3) until an
mnendment or supplement to the Contract Dmumarits
has been issueby one of die method-, indicated in
phm2raph'3.5 or 3,6-- provided, however, that
CONTRACTOR shill. not be liable to OWNER or
ENGL`rEER for thilure to report any such. conflict,
error. :ambiguity or divxep.mcy unless.
M TRACTOR' knew or rrasontibl� should have
known thereof.
3.3.3. Except ns•othenvise specifically stated in the
Contract Documents or its may be provided by
amendment or supplement thereto issued by one of the
methods indicated in paragraph 3.i or 3.6, the.
provisions of -the Cgntrtct' Documents shall bake
pret;cdence in resoh?v mtycontlicl, emir, ambiguity
or discrepancy between the provisions of the Comilict
Duvwnents and:
3.33.1. the provisions of any such-stindnnl
specification. manual; code or instruction (wh dicr
or nit specifically incorporated by teferenec in the
Conrraet Oocwucnts); or
1
SECTION 00500
AGREEMENT FORMS
00520 Agreement
00530 Notice to Proceed
I
3.3.3 , the provisions of rmy such Laws or
Retntlations upplicthle to the performance of the
Work (artless such an interpretation of the
prmisiuns of the Cmrucl Documents would reads
in violation of such Low or Regulation):
No provision of any such siandard, spcciticntion, manual;
code or instruction shall be cf[cc6vr to churn= the duties
and responsibilities of owit p•`R• CON't'k,%urOR or
ENGINEER; or any of thair.subcontmctors, consulttnms
:agents or emlilovees from those set forth in the contract
D(cumcnN, nor shall it he efficetive to assign to OWNER,
FINGNI F•ER or any of FNGINI F.F.R; Consultants, agents or
cmployces any duty or authority ui srpervisc. or direct the
furnishing or pertixmmice of die. Work or art), duty or
authority to undertake responsibility inconsistent with the
provistorm of paragraph 9.13 ornrny other provision of the
Contract Docuincnts..
3.4. Mieruver in the Contract Documers the terins "as
ordered", "as directed", "as required", "as allowed", "as.
approved" or terns of like effect are import are used, or the
adjectives "reasonable". "suitable'. "acceptable' "proper
or "suisfactory•" or adjectives of like effect or import are
used to describe a requirement, direclt-M review or
juilgnent of C TrE I:M- as to the Work, it is.intendedthat
such mquircntent, direction review or judgment will be
.solely to evaluate, in general, the completed Work for
-compliance with the requirement/of and infarmatiort'in the
Contract Documents and conformance. with Uie- desi_n
concept of the completed Project.asa functioning whole m
shown or indicated in the Contract Drnxtmcmq (unless there
is it specific statement indicating otherwise). The tise or
any suck term of adjective shall not be effective to ussiento
GNGTNEER:my duty -or authority to_supervise or direct the
fumishirt, or performance of the Work or any duty or
authority to -undertake responsibility contrary 'to the
provisions of paragraph 9.13 or any other provision of the
Contract Documents.
Unenifing wort $upprementiir,S Corrtrrret DrrcumenW
3.5. The Contract Documents may be. amended to
provide for'additions deletions and revisions in the Work
or to modify the terra and conditions thereof in tine or
mere of the follmin, ways:
3.5.1. a fornud Written.AmendmcnL
3.53: a Change Order (pursuant to paragraph 10.4).
or
E8'UC UENERAL CONU1"RON5 t91 ti-S I I YaQ &titian)
td Cl'{YOP FORT CULLI NS ]IOU161C1TIONS rRLV,V-'Gdu1
35;3, 'a. Work Cluangc Directive (puraurutt to
p mimiph 10:1).
3.6. In additi6n the requirements of the Contract
Documents may be supplemented, and minor variations
and deviations in the Work mny he nudio.6z d, in cite 6r
mare of the follmvinuw•ays:.
3.6, t. A Field Order (pursuant to paragraph 9.5),
-63; S G17(ELR's approval'of a Shop Dmwnng or
Sample{pursuant to paragraphs 6:36 tad 6?7), are
3.63. LNICINEER's written intcrpreta6un or
clarification (pursuant to paragraph 9.4),
Reuse of
3;7. -'O?ITR.A FOK and any Subcontractor or
Supplier or other person or organintion perforniih-1, or
furnishing {mv of the Work wader a direct or indirect
contract with OWNER (i) shall not have or nafuire nay
title to or ownership nFdus in any of. the Drawings
Specificsrions or 6tlier documents'(dir copies of any
thereof) prepared by or bearing the seal of IiNCINFER or
FNTGTNF.FR's Consultant and (ii)-shall not reusc am•;of
such Drawings, Spceir 6011s, 0dicr.docurrients.or copies
on extcnsioru or the project or any dither project without
written consent of OWc,'ER and ENGLNEER and specific
written verification or adaptation by EL'gMNFER.
ART[CLE.4--AVA[LABILITY OF LANDS;
SUBSUM-'ACb; AND PHYSICAL CONDiTi Oi\:S:
REFERENCE POINTS
vailabilin, ojLundv:
4-1. OWNER shall furnish. as indicated in the-Contrnet
Documents, the lands upon which the Work is to be
performed; nJiu,-of way and ea ements for access
thereto, and such other lands which are designated f'dr the
u<eofCONFFRACTOR Npeti-reHsavnbl2-wrEtert-requests
E3r4? R-shnlHta "FEiis1=di it eofr et
54l{2Ft12Fl60f ri'f:Onl•IC�ti-[IdL-ard-l2gElf-d2tiFlpnanOh{hL
lands-upon-which--the-Wort;-is-to-be--performed-imd
01WATER's-interesE-Uirrcin-a-neeesvary-Curivir>_-rrutitz
ol--or-tiling-a-in2chnnic's-tarn-H�Hinst-suctrinnds-in
itowt,danua- wit h-Htplkmble-teaws Hn4-Rtgu46ere:
0W.NTFR shall identify unv encumbruncs or restrictions
not.ofgeneral application but specifically related to use of
lands so furnished with which COI ITRACTOR will have
to. comply in performing the Work. Qou menis. for
permanent structures or permanent chances in aistiny_
.facilities will be obtainer and paid for by C1VNER- Unless
otherwise provided in the Cantnict Documents. If
CUN'fR 1000li and Utt1NI:R are ratable to ugree on
entitlement to or the amount or extent of any adjustments
in. the Contract Price or the Contract. Times :as a result of
any delay in (AVINE.ICs furnishing thc:.e: lancts, lights-of-
wq, or casements, CONCRAC:rOR may make it stair
therefor as provided in ;Articles 1 I and 12'
11,
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CONTRACTOR shall provide fo;rall additioml4tui& and
sw t accehereio that may bin required for tdmpoctry
construction .facilities or storagz' of materials and
equipment.
d'_. Subnrfncei dPhY.;ie4Cnne1Won.r;
4?,1. Repdtty and Oruivingr: Reterence is made to
the -Supplementary. Conditions for ukntilication oC-
4,21.I, Snbsyface.Canuitlotisr Those reports of
explorations and tests oC sutistRace conditions at or
contiguous to the cite. that have been utilized by
EN. IdNEER in preparing the Contract Da:umcnts:
and
421.'1 Pirvv'cuf Conditions; 'Thusc dmwir4s of
physical conditions in or relating to existing surtice
or Subsurface structures at or contiguous to the site.
(except Undenmund Facilities) that have been
-utilized by NORNEER in preparing the Contract
[Documents.
411 Limited Hclimice by C``ONTM4i:1'UH :4alfuirr_eo('
7441nucal Oara: CO\i[WrroR map poly upon the
general accuracy of die technical drita'+ contained in such,
reports and drawings, but such reports and drawinss are not
Contract Documents. Such "technical datais iduitilied in
lhe.Supplementary.Conditions Ev(:e'(.it (or Stich reliance on
Such'teehnicst dam',Y ONi RAGTOR may not rely upon
or make any claim ngmnst OWNED, }iNGINFERor any of
FNGINF.'FR's Consultants wish respect to:
4' 1. the comjdetenecs of such reports and
-drawings (or CONTFW'TOR's purposes,
including but not limited ro, env aspects. of. the
mean,; methods, tecluiiques,sequences: and
procedures of construction to be employed by
C:ONITR-ACTOR and s:acty precautions and
programs incident dxretc,,.or
4.2.2. other data; inttrpretatiun;;�,.opiniomi.
.anti ulformation contained insuch reports or shown
ix indicated in such draviitigs, or
4.293 any CO vfRACTOR interpretation of
or coiiclusiam drawn from any "technical data" or
.any such dita, interpretations, opintoms or
infomiation
42.3. Malice of C)i()aring .Sitbsru%acr or Pin'.ifcgl
C'onditionS: If CONTRACTOR believes that any
suhsurlaceor physcal condition ator contiguous to.thesiic
'that is uncovered ur revealed either,
42.3.1, is of such'a nature as to.esurblish that
.anv "technlcd data" on which .ETOR, is
cnti(lcd to rel y ns provided in part✓Saphs 4.2.1 and
4.2 is materially inaccurate. or
4.2.12. is OF such a mature as to require a
changc in the Contract Goeaimcnts, or
J -3;.i_ differs niaterin gy,from that shown or
Ej(;DC-OENFRAL COi 117177O'NS I MIS i I "9u Editicn
w clii- of Fortt r COLLI NS MOUIFICATLOtiS IItHV A,'_IAAI)
indicated in the Contract Documents, or
4.23.4. Isof an unusual nature. and differs
mttcrWly from conditions ordinarily encountered
and generally recouni2ed as inherent in work of
the chnrneter provided for in the Contract
Documents'. then
CONCRACTUI shall, prutnprlg immediately after
becamutoawtue thercur and before' further disturbing
conditions alfectcd thereby or perfgrttting any Wiirk'iri
cunnedron lhemwilh (except in an unergzncy' as
permitted by pkrmgraph6:23), notify 'CMNER and
EI"s GWEER In wilting about such cortditiun.
CUNTRACTOR.sball not further disturb'such conditions
.or perform any Work inconnection thereciith (exeept as
afaresaid) until receipt of written order to do W.
42.4. EVGINEER's Reiieiv; ENGINEER will
promptly review the pertinent conditions, determine the
necessity of 0\yNER's obtaining additional exploration or
tests with respect thereto and ndvise OWNFR�in writing
('with a. copy to Cbsrf,IL-\i;l'E)R) of EMG[NEER's
f ndin �s mid conclusions.
Poxpihle Contract DJx•unteity Change: If
6i GINE'ER conctudes. that a' change in the Contra[
.Documents is required as it result of a condition that meets
one or, mort of the categories in paragraph 4.2.3, a'Work
Change Directive or a Change Order will be issued as.
provided in..AnicluIt) to'reEleet and document the
coriscqueric s ot'such change.
4:.16, lo.tvhla Pete:" and Tim .s Jc§}rstntsirls An
equitable adjustmcnt in the Contract Pace or in the
Cgntntct Times. or tvth will be alto ed ro [l z e erne tlmt
the'.Lxissence of such uncovered or revealed condition
muse-.; :at increasc.or cleereasz in. C,ONTI`v\C:TOR's cost
.of. or (ime required torperto_mance of, tha'll!ork; saabject.
howeJcr; to the following:
42:n.1. such eundiiion must meet any one or
More . of the cateucries described in
pat giliplis4ifi) dirou4423.4, mclusrvc,
4162. achanga in the Contract Documents
pursuant to prragraph -4.15 will not be an
automatic. authuriciuun of nor a condition
precedent to entitleincnt to any such 1d)u `i icntt
4 2.63. . with respect to Work that is paid ror
on Unit Price Basis. tiny adjustment in Contract
Price will' be subject to the provisions of
peraaaphs9:l0and 11.9_.and'
416.4. CONTI ACTORshall not be entitled
to .any' adjusu ent'in the (bntrict Price or Times
4.26_41, CONtPRACTOR knew• of
the existence of such conditions atthe
time CON`fRAGUQR ' mask .a Final
commitment to-OW'i`.ER in respect of
Contract Price and C:ontrnet `times by.thd
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submission of a bid or bevorning bound
give written notice to thatowner and'to OWNER and
under a.negnfiatedcontracc.ir
'CQGfN= ENG MEER will promptly review the
Underuround facility and determine the extent. if.
4.16.4,?_ the existence of such
env to which a change is requircdin the Contract
'
condition could reasonably have been
Documents to relled ind•document the consequences
discovered or revidled asa, result of any
of the existence of the Undeigrourid Facility- If
examination, -investigatidin, etploraliom..
Q4GDr1,TR concludes that a.change in the Contract
test or study of the site. and contlatious
Documents is required. a Wort: Change Die ctive,ora
areas required by the Bidding
Charaze Order will be,issued as provided in Article 10
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Requirements or Contmct,Dubunnenttsto tic
to reject and documentsuchconsequences Dtuing
conducted by or for CONTR-ACIOR prior
such time. CONTRACTOR shall be responsible for
*
to CONI'12ACTOR's making, such final
the safety anti protection of such Under,-
commitment; or
Facility as provided- in paras�raph 4:217.
CONTRACTOR shall may be allolv;ed an Incr:nse in
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4.2.0.4.3: CONTRA( --[:OR tailed to
die Contract Price or.an extension of the Contract
give the written notice lvithrn the:time and
Tame¢ or both,. to the extent that theyare attribuLable
as required by paragraph 4:33.
to the existence of any Undersaund Facility- that was
not shown or indicated in the Contract Doeu cnim
If DWINER and CON'I ILACTOR are unable to agree on
and that wort R\C rOR did not knots of and could
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cntitement to or as to the amount or tength of any such
not reaumahly have been expected to beaware or or
exluiulble admusuncnt in the 'Contract. Price or Contract;
tohave antic ipated If OWNER andCONTRAC-TOR
Times, it claim may :be made therefor is provided in
are unable to. a�ee on entitlement to or the amount or.
Articles It and 1--2. However, EIIV ER ENGINEER and
length of any such adjusun nt in C:ontrau Rrice. or
FNGINPERs Consultants shall not be liable to
Contmu Times CON,NAC TOR may make a claun
C oi,rhAC TOR for any claims, cost.[ losses or damages
therefor as provided in Articles 1 1 and 12. Howevs,
sustained by CONTRACTOR on or tin connection with any
OW�MTZ Ei .GT, IFF.R and FNG NFF.Rr
other projector anticipated project
Consultants shall not he liable to?_'ODfTRe\CfOR for
any clauns, coats. Iosses of damages incurred .or
1.3. Phyaiarl ConrBtions— ndergrotind Facilities:
susta nod;'b, (iNT NCTCiR ort Or tocornection
with any other projectoranticiptited project-
,
43.I. Shc awn nr 6tehear :1: The information and data
shown or indicated in the Co ritmct Doeaimcnls. kith
Reference Points.
respect to existing Underground Facilities at or
conti�mou to the site is based on mtoniiatiol .and data
4.4 0,VN :R shall provide engincering surveys to
furnished to OVVtgFR or 11IGr1\ TFR by the owners of
establish rcfctencc points Ibr construction which in
men Underarounei Facilities sir by. ethers. Unless it is
C1i QrNT-CR ,judgment act necessary to arcihle
otherwise expressly. provided in the Supplementary
C'ON'tRAG'fOR to pl&xcd with' the 'Work.
Conditions.
CONTRACTOR shall be resh= ible. for laying out the
Work, shall protect and preserve the established reference
43.11 OR?srERvtdEiGCTEERshall north:
points and shall make no chines or relocations without
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responsible for the accuracy or ceiritp(ztziie;$ of any
the paps syritttn apliroval of OW'stiR CONTRACTOR
such information or data;, and
shall report to LNG 1NELR whenever trey reference point
is lost or destroyed sir I ttuires, relocation because of
4.3.1_3. Thu cost drill of the following will he
neccsstrr chano t in grade or locations, .and shall be
included in the Contract Price and C0 rrliA-'7, 0R
responsible fir the accurate replacement or relocation Of
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shall have full responsibility for (i),reviewirigand
such reference pyinLS by profesiiiuialty qualittCd
-checking :all such information and data. (ii) IkZtuag
personnel. '
aIt Undena-ound Facilities shown or indicited in the
Contract .Dccumenls,(iii). coordination of the Work
4.5. Asbestos. PCBs, Petrpleunt llai airelvus.Wwde llr
with the owners oCzurh Underground facilities
Rildimictive ,I tatelial;
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-during construction. and (iv) the :4ety and
protection or all such Underground Facilities its,
4..1,. OWNER shall be. responsible for any
provided in primgrapho"_tl and repairing am•
AlbeNtos, .PCBs, Petroleum, Ifazardous Waste or
dam age thereto resulting front thg_ Work.
F admactive Material uncovered or revealed at the Site
which was not shown or indicated in Drawirr_, or
,
3.3:3. Mot J'hosin be buhcoted: If an Untleruround
Specifications or identified :in he Contract
RwiiityIs uncovered or revealed at or wmiguouG l6
Documents to be within the Socpe or die Work Md
the site which was not shown or indicated inthe,
which may present a substantial dancer to persons or
C'on"M Decdmenta COS' TRLM TOR slarll promptly
property exposed thereto in connection with the Work
immediately after Incoming aware thereof and before
at the site OWNLR shall not be responsible for any
further disturbing conditions affected thereby or
such materials brought to the site by
partomnng any Work in connection therewith (cst:cpv
COti9RACTOR. Subcontractors. Suppliers or
in an emergency as required by p'aralapho33).
anyone else for whom COirrR:ACT(DR is
ide»nuty the owner of such Undei*_tound ,Facility: and
responsible
EXI)C V,ENERAL CONDIalONS (trap Eofiticril.
-7
W CITY Of FORT COLLINS MODIFICATIONS (RLV d,2C00i
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?—>UN-TRAGTUR<shaII immediateIYe (i) stop,dt
-C4eik-itrscnnesEiea-withsucsh-hR+arclsuti-eRneliti<mantl
stick-Iwnce-in-µ-riring)1 Owk tltR-shall-promptly
consult -with -ENGINEER concetnim the -necessity -For
OWNI`GRto-rewiu-a-,wutiLed-rxneR-no- eve Itmta-such
-✓ r .i—it-a-tree--feEeip4-9t-Sl3C-h-Sp2tiia}-wrilF2F1-RRFIet
60NF-Re\GTOR-skits-rnx•Ir_vt�-ar resume -such -work
bextl-emit-riserna+.ek-beheFi[-�iwsitrr, or-ckirrrvt
t+otat—te—cewm.}-wsF, t',—,.�,�-•I: wxkr—such—s�kial.
ownnegli :rxr;
Wit?--Th�rprevisiari = :,F:�a —'_ and-42: ft e
n-J[--iniendetl-te-at�pky-ta-�sLYstas-14435. Fetreiewnr.
btarardete;--lk-'astr-uF{lac;'ieaeEive�(ukria{-ansur-c�rcd
�ueladttathe-sits
61tIDC(iEVER.U. Coz4u F10AS Ili In tt17Yu Cdlticni
m ci w ov Foa. r COLLI hS MOOIFICA'IIONS p(EV ,LC116U)
ARTICLE 5- BONDS AND [NSUR:4YCE'
Perjunnance, Pgvnrrnt and Other Bonds.
•=.1. CONTRACTOR shall rumish Performancuand
.Payment Bonds. each inan amount pt least equal to the.
Contract Price as security for the faithful peiformance and
�rymcnt of all C;ONTRACfOR's obligations union the.
Contrad Documents. Thaw Bond; shall remain.in effect
ai least until one year*after"du daiettvhrn Hirai lavuient
becwnas clue- oxcept as provided otherwise by Lawn or
Rvaulations or by jthe Contract Documents.
CONTRACTOR'shnll also furnish such other Bonds as
are rcquircdby the, Supplementary (,onditions. All Bondi
shall be in the Corm prescribed by the Contract Douments
except as provided otherwise by Laws or Regulations and
shall be executed by such :P. odies ms'are named in the
current list of "Companies 'Holding. Certificates of
:authurity its Acceptable Sureties on Federal Bonds and as
Accepmble Reinsuring. Companice as published in
Cncuhr370 (amended) by the Audit. Stott;. Bureau of
Govemvnent financial. - Or�mtions, US. Treasury
Department! All Bonds signed �by an agent must he
-accpmjpahied by n certified c-upyot-:ych agent's authority
to nct,
i3. (f the surety on any Bond exanished be
CpN rRAGTOR is dcclarcd a. hankt_9 rupt or (xcpnt
insolvent or its right to do husiness.0 terminated in any
state where any taut of the Project is located or it ecascs to
.meet the requuemerit5•of paragraph i.l. CON£R\CTOR
shall within ten divathsgtQer substitute another BMd
and surety; hour of which must he acceptable to Ol\WER.
53. Licensed Sureties. anti Insurers. Certilcutes of
Ltsarance:
53:C :\ll Bonds and insurance required by the
ContractDociaments tb be purchased and rvirritruned
bw OWINT—R or COh1TR4CTOR' Shall be obtained
Govt surety o[ instvaru;u cons mies dhai. ;are duly
licensed or rmthoria:d in the jurisdiction ,in winch the
-Project is located to issue Bonds,or'vuurance policies
torthe limits:ndcoverages sorequired Suchsurety
,and insurance companies shall' also meet Such
additional requirements and qualifications as may he
pruVidetl in the Supplcmentary Cohditions.
53.12. CON RACTOR shall deliver to OWNER;
with copies to each ad tianal' nswed identified in the
Supplementary Conditions: certificates of insurance
(avid other evidence of inat a= requested by
OCVNER or any other additicred inured) which
CON£ PZACTOR'is required to purchase and maintain
in accitrdancewith'rtimnnaph i.4. 6iWNUR::sNill
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COATRACTOR'.a l.lnbiGry lnsumnee:
5-4.10. include contmcival liability insurance
covering COVCR \CTOR's indemnity oblizadvru
>.d.
CONTRACTOR -shall purchase and maintain such
itrider paraeraph!;6.11, 6.16 and6.31 thiouJi6.33;
1
liability
and other insurance - as is appropriate for the Work
beim performed and furnished and as will provide
4,11, contain a provision or endorsem2nt that the
protection from claims set forth below which may arise out
coveraee afforded will not be cance11ec1 materially
or cr result from CONTTL\CfORs. performance and
changed or renewal refu" until at least thirty days
furnishing of the Work and CONTRAC.TOR's other
prior.written notice has been.uivaa to ORNtR and
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obligation mler the Contract Documents, whether it is to
CONTRAC;I'OR and to each other additional Insured
bq. puRhnned or furnished! by CONTRACTOR, anv
identified in,the Supplementary Conditions to whom
Subconlrador .or Supplier, Or' by anyone directly or
a certificate: of insurance has been issued (and the.
indirectly employed by any of them to perform or Furnish
certilicnt4s of insurance furnished by the
any of tl - Work. or by'anyone for whose acts any of theme
CONTRACTOR pursuant to paramaph 5.3.2 will so
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may be liable:
provide)_
5:4.1. claims under warkers cempcnsatioa disiblifty
5.4.12. remain in effect at least until final payment
benaf is and other similar anpioycc hcncf t acts; -
rind ❑t all times thereafter whm CONTRACTOR. may
be -correcting. removing or replacing Jejecrive Nark
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5 4.2. claims for damages •because of h,,ily injury,
in azconLnnccwith pamgraphl:;.l ?,and
occupational sickness or disease, or death of
(:0NWRA(J,0R'sempl6yees;
-i.4,13. •with reslioct, to completed operations
insurance, and any insurmce. coverage written an a
-4.3. claims for damsges because of bodily injury,
clmnvc-made b+ is, remain in effect for at leist two
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sickness or diseri .e7 or death of any person other than
;yearS atte:r final payment (and C ONTRAC TOR shall
CONTRACTOR'semployees,
furnL-,h OR'VF,R and each other.additional ihsured
identified in the Suppl6ieraary Conditions to.whom
�4::1.-e.lmnts-far damagz�-insured-by-customary
1�tser�eel-trzliur{ieitt4tlstrceventge-whrefine-st+ rirml--
a certitic'atz of Jnsumnee has been issuert viiltnca
-s;itufactoty to QW-NCR and anv- such additional
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EF}"oy'-( nson-as a result of
insured-Ot contln Wii(ibn. Of Such nsuranee, at offal
I[k'}}F2cElFF2tRIc!'l-hS-F}it-eti}ptAYm2nt-c�f SHefa-plfic R-bF
Moen and one year thereafter).
r` c���iiftl���it-e'F-f_H}64-flny'-dEhtlFpeFx�R-tE�RRV
athzF-r.5rsxt-
7:-13: claims for damages,. other than to the Nork
.01P ER's Liabilirc (nsrrnneec
3.5. In addition to insurance required to be provided
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itseic Became oC injury to or destruction of tangible
by CONTRACTOR under pamgmph 5.4, OWNU- at
pmperty wherever to red- including hosts of use
OI ofER's option, may purchase and maintain at
teRdting therefrotiv and
OWNFER'sxxpease, OWNFERs own W-bihty insurance. is
lcall'protectOWNER uLtliostClaims whichmayarisefrom
claims for ch ntages becau!w-of lwdily injuy or
openttions undd the Contract Documents.
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death of any person or property dantagearising Out of
the ownership. maintenance nor use of .any motor
Property, Lrsnrrrurce:
vehicle.
:6:--finless-.xhzFwisz-provided-in-the Sopplzmzntnry
The policies of insurance so required by this paragraph 5.4
Conditions—Fi�VNL•(t—zhalF—pdtrEFwse—curd—main[aut
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to be ptuchascdl and maintained shall:
prepertrinstcrancr ugurt;.`-',t-.:`�M''-,=t-the-;ite- thrttntntwt.
of -the- full -replacement -cut -then tile[-f subjz<t-to-cash
3.4.7. with respea to insurance required, by
:kducriblz—amounts—ere;--may—b-pruciefad4'—in—the
Fnaavnapis 5.4.3 through 5.4;6 inclusive and ?.4.9
Supplemcntary--Farxlitidvu-or—red{uirrd-M�-l:ndwr-.reel
include as additional inuuredi (subject io any
Ruulatiens?: This-ilvsumnca-stiall�
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Lvslomary exclusion in rz icvir of professional
liability). OWNER- ENGLYEER. FNGI.YEER's.
5:6:1,- ncluue-the-interests-of-OW IER:
Consultants and any other persons or entities identified
5trkIw1C�E�f2,-„ubeentr:istExs—E'sPif.[?0i1
in the Supplemrnianv conditions, all of whom shalI be
heF-peFS641:-OF
listed IS additional NSureds, and .include coverage for
.crones-idrnuhul .tn-the-�uppkmintiaFy-rondinons,
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the respective officers - and employees of ait such
eaeh.oC-whurn-ty dzcmeel4a-fv9vr-arrinstirablrmterc:;l
additional imuraLt
andshalll.<e listed itstan.iruuuadl eFackliUcnal-insured;
5.4.3, inclu& the specific covcra_scs and be written
6:=-bz-wri«ctrtin-a-Builde¢s-Rsk=alL-rah-or
for not less than the limits of liability provided in the
ep�zn-t4Fil-err-spzcwl-causasYr4-lass-pulidsy-(error-tfatE
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'Supplementary Conditions or required by [saws or
9kull-af-tcask-in<4u:ls-iFastiFaFwe-Ei:_+ktysieal-loss-�F
ReguLltions, whichever isgreater.
FLa+�trna ary-L
soil-4keFk-ifH-1 aru}t-;rncl-shall-ststtF w�iRtil-at-i�.znf
3 d'I. include canpleted opemtions.iruurance;
dl z tbllawirrg-prF}ts:-fare,-ti��atav+'ad�-2a-tendrFi
1
EJ('UG f7E:4E1t:aL CGNDITLbh[i U` I let I i'19!1 Gefilidnl
%'
w C1'1Y ov fott'r MLLI NS SIOUIFIC TtONS r1(LV -14OI Ill)
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,overap2 tuft-varidalL%i-ond-n1alicious-ntiolii<F:
emghquakr-=sellRps.; ll2kFY...-F2Rirwfki—(i2mOIitiGn
asi;asicwz:}{ y-2RCer<<RiaRF-�aF�6EECvs-RF+J-ItreuleFiuFl&
yuF�r-fIaER eEgv,-i:,a�:;c'tE-E4}itlF-Fieril:-rtt-ti-mttYba
speuifwa}ly-re(Fu+reJ-hyFh2zSu{+p12(RenFnFrCeaJiF
5.53-include-a� p<nscs-� incn tr2J-in-Eherr2pair-(v,
replacement -of -rot} ns tredpra}xrt} (includittt-but•not
litRttr(!-FED-E•ra+1-aeri(1-ekiaFx�a-uF-aR=ia2..'ry--tern!
arthitectw)r
tE-=4-s(>c•rFare:a:EiEtlsafEfl-2({EEi{sexFlFstaFe(1-RF-thusiE2
t�F-Rl-aihX{k!�IamEl err-JwFwRs RgFe2d-Eo-in-wnting-hv
c_-4v j. ier: ia--t3rifia--insurpc>E-ste uE-tjEe-�VeFlr
.I+ isledEkn[-sEre#-rttaEzfinls an.-12�uiyntpnFhnve-b4en
itx{ndacl-in-air;3pptieati�-ti�C�avnttnFrxantm2n�!{J
b':,-&tiEi{ :HIritFYI
- 6.-=-Cie-rit uctFRine�itrefleet-unEtl-futtt}-payment-is
nLl,^.'rZ.z�-^-�-`$R-L�•FE�C+�-H.:.r.,�^.-��-• =^-=`..�4�with
thirst'-Jnytwfitiari-»ofie�to-,2nrh-�^fkEar-nJJit iannl
iris+trzt}-to-ivh) rR-d-ez rtifi:.�itraf-(nsuFa neritRs--Ft�en
isstieJ. -
7E)Lk';4T:I i.tmN-jtitFzlt(Ly2-;md-rtairttninr. 4i-tuikF
andRnwhineFY-4 �utanee--�r-addiFic-nnl-pet rev,-irt�waMe
tts�nl ay -be- required' -by-. &-.Supplementary-Conditiom: nF
E,nvi-anti-Rey t}etitf-trltich-+vi}}-irrekti+e-the-i4eb a ev-ci€
F}u;-yl};R_F�prru)��nu�c�hew?ntrfla[.iFS-{:1biFttiEfi}?_
'h`:b:kvEF.slfs-E:aFLcttkant4ngdanrathar-�r�ns-c�: antiti�'s
idrnFiFiaJ-in-tNa�Strp�kitientat}�e»iditiiari�eaetraHYhat».
-ere}2atnecFtr+VmvrnrrircttniMe-interest-anJ�kntl Wr}isteJ-as
.1ffl4Y.Tlie(iBFNe'Fs{IFhNi31-11LSkf R`ai•
NFtlx;vli�ti 4-imer�nae-�arFJ-thm�ertitieti<trn-e�
Other- ViJerist-th2rref�-F2yuiFrd--ta--lv--purshau�(F-((red
maiaminrJ•hwC�L4'�iER-inRcsorJarxt-wittrpnrngtap4i, ;c.
arEt��7-w(}F-ttrnts iera-prcw�itxrc'r-enJ)�eiTient-that-the
mv2mge-afieni�(I-well not-he-cnn�ellaJ-cr-ntnterially
chuneed.or ren9wakr&i-sed-until•at f..nst•thidv.dktvt'-juror
written-rrotic2-I>as-� Lxen--,iv<rt--w--• t�Lti:i'�FER-nnJ
Gf7.4"F[ciE FHR a+,i�a me:zvN+c Rtl litior&4 tst:red-to
whcxn-R-c2rtif im:nt2-of-iiisur(ntze-lusht�n-i:eired.an\k-will
contain--wa iv ar—prt�v isitns—ut—acearda nce--tc iJt
purcr3Etph-�F}-
S:9. CAVNER shall not be responsible for purchasing
,anJ maintaining :my property irelurance to prulect ncc
mteresis of CCJNT `s\GTOR Subeontiactors or oth2ms m
1)ti-�41.T...I. �,�rG'ifanFk)k-HR`ri�.'JkIIiFIbI��NntAktnFP+-FhHFHFa
--rclen[i[i2i}-ire th:-SuFplem rnttrrw�en(litiurt�.-� The —Fisk —of
tf+s�wtthin-rueh-i(kwttCt..(FJ2d(wtihla;tm(a(ur�wi4l:be-huFna
��-r-rEr\�r9{�-SukSaF,tm:st(iFUF-(it#tcrs-smrtrerng-tuE
such-lam-tm(I-i l-H ny-of-tk2m=wishes-pFeptny-insunmca
L-uveragt-witkiirthrlimits-uFsuth-smuunts� each-mxy
purchtuaan(I-ntaintain;iFiiFthrrpurchai nee +lyn:e�peri<um.
j:Itk—IC-i;(9?:'FR.46'=F(?!h-reyuesLs-ut-)vritir� khut-dlier
speeia4-ireatrHFter-be-insluJ2t}=iFrNie-pFeF.xFty=if+suFtmse
p<!:4-ies-pF�vi(l.:d-uRJrr=paragfaphs=?<r:.-�-.^L4``7�Pt
ti•H,-iF-tr_�ssihk--irxlR k--stetriRsaran.�e,-arhl-the-east
{}t2 EC!}-writ-�x-•clti4f �i'dFf}�G�rF�c'LE-T=�b~Rpj.>Et,pilHFC
Ht�Fltic'F'LFiE2nJnle: nEH�FIt3t—FFl
H1CUC UEVER.1t..i:C); IU!'rl�)SS 1910-Yt il'1'Iv Ev;Ucn t
10 u/ CIIT OF FOR F COLLI F5\IOUIFICA RONti QRL1V 4,7Orglf
cmm�ienc2m<nt-op'-ttia-R!ark at-the-site>CRLNLCe stud! -in
icri?in�ndY�ik.R�GF(PR-whetheFeF-Fx+t-taiclriitkt2r
tntia FefEEC-liFkS-I/!'CikpRC(If<J-cFt-}LLnr�C
FI,—iL'aiveF ;J:Xkhtsr
wRrvrrs-sMEI#-r�'taFi(1-&?`-Eh�ngb'S-that-RRy-pttFt�
mR4 ng ouelt'wRtveFtRflv In ve la ke peek m{s-PF
IILSURiR6d-i121J-i)j�GiL4;�F!.f�'--n Tt^-'.�eec-vrF,Fhl'Flti�!
jmynb6und2FFmygp AicY.:A)
-�: F-I _.`.n-tifSiititu�--41LV-;'3Ei`:r•-��.:-ivy;--^'.,t.-,-,�ghts
aeainst-----6C1�i'f'[v.\6TOR. Subc.,ntrittc+F
E�F=3EER-1��iF��dEERs ErinsnkiEtnta-etntF-the
ulrt2r+-•tlir2otots; employ<e•, vat-agents-�aF-RmtwuF
them. for;
-FH=}—fc�9-dtte•hrbt>yinc�±v-trttrertrFkiarr}ess
ot=-use-max other-u)rtseyu.�miu4-loss-evt2ndtrig.
bayanl-dtrxt physirtl-loss-�v-ti(trnage-[a
E?14'�r'EEta--pi(�ptr_v--.;:-#}Et-4Fcir{;--eRuse(1-t�v;
arising.oii[-o€of•rr<ultirtg-titi»-tiri{,r-kxIxr-pzrtl-,
)vhetharur-rtuFinsure�tkx�OL4NER� nnJ
-I-I � = lose-a=Jhmng2-to-tha-cempl2iad
Fir?lest-E)r-ptire-t}meet+[:-ttiru({�ia-Etfisir�-kiuE-nFer
resullir�-(ram-fire or-vth2r-insureJp2riFi:avrred
by-nny-prepeFty-.F imrwr- iintained-ort-th2
ecntplated-Frajeat-ar-pufi-lhrreoC-6v`C1lk `ER
during=p ft al—urtliatti xt—pars ant—io
}rtrs_•rnph-l-l:l U,-after �Sufntantisf-Ccxnpklicyt
porsuutit-to.-pityt�rapki-F4:i:•or-itltchluui4- riymitent
pmiFsuaFlFt(rpitrngrtEph44- -3-
\ny-ifnxRtrre�r-pskiv<msinkatinKliag
arty-lc'�56-iinmH=l�f-EEii5at1U2fN�tR�ICi55-F242FSCi}-tc')-tFtikHS
FxtragrRltVr_�:I-F-�-s}w}F-+.�tnf.-Virrixev�cetst•}tkx-aReeFt}ax
GF-F}k+-eY2ni--HF-p3yRit`RL=(3F1rrr4�%f�I�J6'�-Jami1+� aF
er)<1S�l1NaRN a�-IeffTFhe-tM-krfeFt-w+k�lYf4'vint�Fl�{IL':--ti[
rectwerwasainst✓any-of-CQNTRAGGOPt Sine:ontraetors.
ENEEiEBR-E\'l;IztiEErC�s-C_onsu{iants-enct�tka-oklic_ ere
dti{ctEY-S-eFEtt3lilyCe. •••.rmh.-a-I ••_�••LiOi-HAF-Oi-4}iCnlc.
Receipt andApplication of(nsurgnce Proceeds
SA2. Any, insured loss under the policies of insurance.
required by parttrfttphsi.6 and'5.7 will be•adjustcd with
CM-NT-R anti toad,: pa}; bleto ONTM as,fiduciaryfcr the
insureds, as. their interests may appear. subject. to die
requirements of any applicable mortgage clause and of -
paragraph 5.13. 61v1i-� shall deposit in it separate
account anv money so received, and shall. distribute it in
cc aordance tiith such am cement as the parties in interest
may reach: IF no other Wi inl agreement is reached the
damaged Work shall I> repaired or replacer!, themoneys.si
received applied on account thereof and the Work and the
cast thereof covered by an appropriate Change. Order or
\written Amendment,
5.13. OWNER its fiduciary shril,have power to adjust
and settle nay loss with the insurers unless one 6C the
parties in interest shallobjcet in writing. within fifteen days
after theoccurrence of loss to OWNFRs Lxercise of this
power. If such objcetion Ix made, OWNEI: as iiduciary
shall make settlement with the inurrvnr in accordance with
,vch agreement as the parties'in interest ma'y reach. If no.
.such agreement among the parties in interest is reached,
OWN -MR as fiduciary shall adjust and settle the loss with
the insurers nit-rzc{uitad-ter-writiay. F>~nny-paFttin
in[eFa.��}44.�:Bk-as-idt�inrv-+;ianfF �tve-hztnd-FaF-tftr
prQpef-fv. Fffn erne•- 11suehiiutids:
: tccepran ce ofljonrLs,and lnsusanca; f/prinn air Replace:
If aidity arty-t6W�E[t= F 6 F[t1�TQRj
OWNER has any objection to the coverage afforded by or
other provtsions. of Uie Etonds-of insurance required to be
purchteed and maintained by the tithe[—ptnr
CON.rfRACTOR in accordance with Article i an the Ixists
of inon-cunfon»ance with the Contract Documents, the
in wntmg within ten
the certificates for-ot
1T
Partial Utitiaation-Prope7ly7nsunvsce:
5:15. If OWNER Grabs it accessary to ttcupy or use a
portion or portions of the Work prior to Suhstaniial
EJCDC UENCRAL C'OPaAIIONN 19W-3 I1999 66ticnl
%,/ C1 r'Y Of FORT CULL[ \9 ]fODI1lC TIONS IRaP JCO(at)
Completion of all the Work, such use or OCCUpanew ana).
be accomplished in accordance with pamiraph 14 Ki ,
provided that no such use or occupancy shrill commence
I
efore the iruurers providing the. propchy insurance have
acknowledged nc*c thereof and in writing effected any
chnndes in covernee nec�ssilated theeebv. The insurers
providing the property insurance shall consent by
endorsement on the policy or policies; but the property
insurance shall not be cancelled or permitted to lapse on
account of any such partial use or occupancy.
ART Ic i, P: 6-CONTRACTOR'S
RESPOt\Srf3Mm Es'
.Supen•i,i9nn.aird Superintendencu:
6.1- CONTRACTOR shall supervise, inspect and
direct. the Work competently and efficiently. devoting
such attention thereto and applying such skills and
expertise as may benecessary to pertomt the Workin
accord?nee with the Comm. ct Docurtients.
Rr\GTOR shal I he solely responsible for the means,
-mcthcds.. icchniques, .sequence and procedures of
coastnrction-hut CONYFRACI'OR shall not.Fc r"�ponsiblc
Tor the negligence or others in die design or specification
of a sptcQie daearo. riwihod, technique. sequence or
procedure of construction which is shown or Indicated in
anti tcpressly _required by the Contract [Documents.
(:ODrrRACTOR shall be responsible to,.sce that the
completed Work complies acctrmtoly with ihr- Contract
1)ocumcnts.
6._, CONTPv\CTOR shall keep on the Work at all
Limes during its progress a competent resident
superintendent who shall not be replaced without written
notice to OWNER and -ONTG II except under
extraordirmry• circumstances, The superintendent add! he
CONTPv\GTORS represzritauJe at the site and Shall have
authority to act on behalf, of C(YNTRACI'OR All
communications to thee superintendent shall be as binding
na ifgiven to C,•ONITRACTOR
Labor, ,llnteri6ls and Equipment:
6J. C0:4TCCACTOR' shall provide competent.
suitably qualified pcisonncl to -survey, lay cut .md
,-oinstnact. the Work is iequirLd by lie Contract
Documents. CONTRACTOR shall at till times maintain
gold discipline and order at the site. Except as otherwise
required For the.sulety or protection of persons or the
Work or property ,at the site, or adjacent thereto, and
except its otherwiw indicated in the Contract Documents,
all Work at .the silt shall be performed during regular
working hours uric! CONI'IC•\CTOR will notpermit
overtimework or the performance of Wort: on Saturday,
Sunday or any legat holiday without OWAIRs written
consent given after prior written notice. to DiGEKEM:
CONTRACTOR shall submit requests to the 61R}LN- EER
no less than 43 hours in ndt'nncc of am, Work to be
perfomaed on Saturday, Surid av,-Flolidays or outside the
Regular Working (fours.
6.4, Unless otherwise specified in the General
' Retpairemente CONFrR 1C.TOR shall funrish and asvme
full responsibility Cor all materials. equipment, labor.
uansportauun construction equipment and machinery.
tuols, appliances, fuel power- light. heat- telephone. water:
sanitary facilities, tern ovary �facilitiec and all other
facilities .and incidentals ne'cessury Cor the Furnishing;
' performance, testing, cartup and complctibn of die Wurk.
n i I Ntrchasirm Restriction. CON` nub (_7o
must comply with the Citv's purchasirtt restrictions A
c_upc of die resolutiuns are available Cur review in'Ihe
offices of the Purchazine and Risk Manneement
Division or the Citv,Clerk's ollice.
632. Cement Restrictions:. Ciry of Fort C:ofiins.
Resolution 91-1 _ 1 requires that :suppl icts.and prcducem
of cement or prxNcts containing ccmcnrto certify.. that
'
the cement was not made in cement kilns•lhat bum
ha7wdous w'asicas 3 fuel.
6.:. All materials and equipmentnfinll be Of �4cod.
quality and new, except as odieawisc provided in the
'
Contract Documents. All iinnanties. and �uararadeS
specdically called for by die Spacitications shall expressly
run to, the benefit of O%VNFR If required by FNGHN,RFR,
(--O-M'RaCfOR shall furnish mtisdictory evidence
(including rc"" of required tests) to to the kind and
'
quality, of materials and equipment All materials ant].
equipment shall he applictl, installed, connected erected,
ti_se cleaned and cimdnroned in accordance with
instructions of tfic a)iplicahle Supplier, except as otherwise
' provided in the Contract Documents
Prgress Schedule.•
6.6, CO-�PfRAC:TOR shall adhere to the progress,
schedule. established in accordance with. l+chigraph' 9 as it.
may Be adjusted from Unit to time as provided below.
6,6.1- CONTTRAC:TOR shall wbinit to FNGDiEER'
Car acceptance (to the extent indicated in
paragniph = 9). proposed adjustments in the prcerecs
schedule that will not change the Contract- Times. (air
'
tesionesj. Suehniljusnnents will conform generally \fi
to the proa3ess schedule then in effect and additionally
will comply with any provisions. of the. General
Requuemer is applicable thereto
6.6,2. Proper d ndjumments in the prou'c<s sclitiitile
that will change the Contract Times (or Milestones)
shall be submitted in accordance with the requirements
of paramiph 12.1. Such adittsmietim may only be
made by a Change Order or Written Amendnitstt in
'
accordance with Article 13.
6.7. Subi iru(esrmil "Or -Equal" Items
6, 7.1. Whenever un item of material or equipment is
'
spccified or described in the Contract Dceumems by
using. the remie of a proprietary item or the name of. a
particular Supplier, the specification or description is
intended to establish the type, function and quality
'
required Unless the specification or description
E1CDCUEyMI LCONDIn OAS IY(chi (I�YV'tVitinti
'
I_- wCIT)'OF FOICr COLLI NSMODIFIGCtlOS9 IREV,1,20W)
contains or is followed by wont,<'reading diat.no like:
equivalent or "or -equal" item orr no substitution.is
pemiitW, other items of material or equipmentor
materialor equipment of other Suppliers may be
accepted by ENGINEER under the foilowirnt
circumstances!
67.1.1. Vr-Equal If in FNGLNUX- s stile.
discretion an item -of material or equipment
prupdsud by CUiPCBACCOR, is fumdonaffy
equal to that riamzdand sufficiently.similar so diet
no change in related Work will be requiied• it may
be considaed'by' ENOLNFER• as an. "or -equal"
item. in which case review and approval of the
proposed item may; in 1;'NGINEFR's sole.
discretion, he aeconiplislie-d without compliance
with some or all of the requirements for
acceptance of proposed, substitute items;
6J.1.3. Sdbstitute'ltems. lffriLNGINEERssulc
dlSlrction an Item of material' or equipment
proposed by CONTRACTOR dots not qualify as
an "or -equal" item under suhparagraliti,63. 1.1, it
will be considered a proposW substitute item.
( ONTRACI.OR. shall submit sufliccnt
information as prodded betow to allow
FNGNNFF.R to'detemtine that the item of material
or equipment proposed is e.writialfy uluivalent to
that named and an acceptable nubsticute therefor.
The procaltire lot review by the E\'GL\EER will
include the lollowtrng assupplemented in the
General Requirements and as F,•NUfNF,ER may
decide is appropriate under the circumstances -
Requests for review of prolix cd substitute items
of material or equipment will not be accepted by
FNGIfEF.R from argunei other than
CO_vITRACTOR If CONTrW.TOR w•iJies to
furnish or use: a substitute item of material or
equip ienC CON'TRAC TOR shall first make
written application lu-CNGhfEER for acceptance
thereof, ccnilying that the propo.ediulstitute will
pertonn adequately the functions And achieve the
resells called Cor by the general design, h similar
in substance to that specified and be suited to the.
came use tcs. that specified The application will
state the extent, if anv6'to which die evaluation
and acceptance of ,the proposed substitute wiltprejudice CONTRACTOR's achevemcnt of
xuhshntiai Completion an time, whether or not
acccpfance of the substitute for use in the Work
will require a cNinge m any of the Contract
Documcnp (or in. .the ,provisions of any other
direct contract with OWNFR for work on the
Project) to adapt the design to the proposed
substitute and'whether or not incorporation or use
of the substitute in connection with the. Work is
subject to payment .of any license fee or royally.
aW variations of the propv id'subslitutc Iron that
specified will be'identilied'in the application and
available maintenance, repair and replacement
service will be indicated The applicationwill
also contain an itemized estimate of all costs or
credits that will result. directly or indirectly from
acceptance of such substitute, including costs of
redisi, n and clmms of other LUntmcmrs affected
by the msuiting change, nil of which will be
considered by ENCNELR in .evnIuming, the.
proposed substitute. ENGINFEER .may require
COi`FIRACTOR to fitniish additional data abaft
the proposed substitute,
6.7.1.3. COXTRgCTOR's E•.cpense: At data to be
provided by CONTTRAC-TOR in support of any
proposed "ortqual"or substitute item will be at
CONITR\CTOR's expense.
6:7:. Substitute Cw1Stn1L•U011 d-hrfhuda Or
procedures: If a sperific,means, method, technique,
sequence or proccdure of cores uction is shown or
indicated in -and expressly required by die Contract
Document., CONT,FAr,r0 R_map tumish or utilize a
substitute meats, mettotL 'technique. sequence or
procedure. of construction acceptable to E:NGINFF.R.
C6VYRAC'r0R shall submit sant5cicnl information to
allots ENGINFEIZ; in EiNGIN 2,Rs sole discretion, to
determine that the substitute proposed is equivalent to
that expressly called for by the Contract Documents.
'rha ,procedure for rMew by ENGIbfEEIZ will lie
similar to that provided in suhpnragraph 6.7.13:
6.7.3. EriSineet s Evuluution: EhiGTNLT•.R will be
allowed a reasonable time within which to ct'aluarc
each ,proposal or submitmi m;idc_ pursuant to
paragrapfts 6.7,1.2 Oral 63.2. LNG12ME•ER'will be the
sole judge of acceptability. No "or -equal" or
su hsumre will he Ordered, .instatied or utilized .without
FNGENEER'sprior written acceptance which will be
evidenced by either a Changa Order or ma approved
Shop Drawing. OWNER, mac require
CONTRACTOR to furnish at CONTRACTOR's
expense a special performance guarantee or other
surety with. respect to any "or -equal." Or suhsu_tute.
L'�iGNEER will record tune re(hlircd by
ENGUEER find ENIGI EER;s Consultantsin
evalumuig, subatirutes proj)oscd or submitted by
f:ONrR\CTOR pursuant to paragraphs, 6,7, l 2 find
6.7:2 and in making- changes in the Contract
Documents (or in the provisions of any otter direct
contraL•t with 0"1,IER ter work on lie Project)
oh:ensloned thereby. Whether or not L•i IG[NEEP,
accepts it substitute item so proposed or submitted by
CONTRACTOR CONTRACTOR shall remaburse
OWNER .for the charges of ENGNEER. and
E: GLeti[ 's.Consultant_s for evaluating each such
Proposed Substinne item.
•6_8. Concermrng Subcontractors Supplies and
Others:
nS.I. CONTRACTOR shall not employ any:
Subeonuaclur,' Supplieror. other per,'on or organization
(includinu those: acceptable to OWNER and.
S DL TIER as indicated in panllaph 6.8."2),•whethc
initially or as if substifute, against whom OWNJEk or
LTGNET R may have reasomtble objection.
CONTRACTOR shall not be required to employ any.
Subcontractor,: Supplier or other person or organization
to furnish or perform any of the Work.aemnst whom
r;ONTR\CI'OR has: rcasmvahle chiccticn.
kacocUEN u.covurnorn tw nos. t1944) L'46(111
of Cl Y Of: f0ltT COLLIfa; >IOUIRfCA TIGYS lltlil'I�?1HIli!
G_9.
CONTRACTOR shall oerf'orm not I= than 20
percent of.the Work with is own. forces (that m,
without subconmictindi. The 21) rye cent: requirement
shall be undurstocd to refcr.to the Work the value Of
which totals not less than 20 Demerit of the Contract.
Nice:
6:S3: ff-the Suppkm?nta y Condition Bidding
Documents require , the identity of certain
suUcomn1CLOM :iuppliets .or Other persons Of
organizations (inchiylin5.ihise who arc to Cumish the
principal items of materials or equipment) io be
submitted to OWNER m-gdva c,!-or-the-,gwitied
date prior to the [Ifective Date of the ALTeement for
acceptance by OWNER and FNC:fNEL'R•--and--if
r�n,�E,�`,rr'fFyR-eras-sul±inittrd--n-{iti�-therz<�f-in
aeeerdamuerwith-theSupglenxnta;;; ••nditi ,
OWNER's or FNGENEER's acceptance (either in
% aTkirm or by failing to make written abjection (hereto
by the date indicated for acceptance or objection in
lie bidding docmments.or the Contract Doctunens) of,
anrsuuft-5uh:onirnckt�Stipgli?r-ur-exh?r-txrsar!ir
orgarK-.ti.........
:;?ntiFt?d-rr9-1>z-r?vek,rt ,Ft -the
ani"teensere!>k-objtiaa-a gaFc3tre-inczstistir
E.NCI NEFR. No acceptance by OWNER or
ENGhiEF.R of any such Subcontractor. Supplier or
Other person or organization shill constitute a waiver
Of ;my riG:.ht of OWNER or ENGINEER. to rcja-t
olefecRbe Wool:.
69.1. CONTRACTOR shall be fully responsible to
QWNER and ETNIMLER for all acts and oniissicrs
of -lee Subcontractor-, Suppliers. and utter persons
and orjaninuiOns performing or Ramishing any of the
Work under :I (Greet or indirect contract with
CONTRACTOR just as CONTRACTOR is
responsible for CONTr. \CTOR's own acts and
omissions. Nothing in the Contract DLeurrcrats shall
create for the benefit. of any such Subcontractor.
Supplier or other person or Organization am•
contractual relationship between OWNER or
ENIC CN [R and any such Subcontractor, Supplier or
other person or Or;tmirationnor shall it create. any
obli, :moor on the part of CANER or ENGME[R to
pay or to see to the payment of any moneys due any
such Subi:unlractor, Supplier or other person or
organization except as may otherwise be required by
Laws and Regulamots, OWNER or ENGfM:ER may
Furnish to aim subcontractor. supplier or other person
or organization evidence of amounts Paid to
COINTRAUMP, in accordance with
CO\' f RACTOR'S'Applicatiols-for Pavmcm".
13
i
11
I
11
11
6.93; CONTRA\CTOR shall he wlcly. responsible,
for scheduling and coordinating the \t••ork of
Subcontractors. Suppliers and other persons and
Organizations performing or furnishing any of the
Work under a direct ,or inrhryct contract lvili
Q6NTRACTOR. (:(* R-ACTOR stall require all
Subcuntmctur& Suppliers and such other persona and
orgariiaitions_ partonniftgor futtashing any of the
Woik to communicate Mffi the ENGNEL•R through
CONTRACTOR
6.14. The divisions and scetionsof the 5pd6ficatiorts unit
the identifications of any Dmwirsp shall not control
CONTRACTOR. in dividing the Work among
Suicdnractom,or Suppliers. or delineating the Work, to be
perfi)rmed by any specific trade,
6:11. All Work peribrimed fear COhrrRA(:I'OR by a
Subcontractor or Supplier will be pursuant to fin
.appropriate agrecment'hetween CODI'rRAC:1'QR and the
Subcontractor or Supplier which specifically binds the
Subcontractor or Supplier to the applicable terms and
conditions of die Contmct.,Documcnts. for the 0.neCt of
()WNF.,Rand FNIGlNEER. t lxnevaFan�sathitgr enfant
,ter:.,..•`�,--��' L�atxmet<>F<t�Supp4isr-why) is-t'isteii-ns-nn
a<kfivatta{--vnurz<i-orrtha-prof raj-+twuranee-provided-iil'
pafagraphs +:c.-e,—=,—.' ' �:-n-aFrem2n[-lxr+ctan-N�.:
Gn, :TRAP"COR-and-the-,Subv:nntmctar-.or-Supplier-will
certtairrprartsie�re-whteFthti-alto-Baal :' �r-er-Supplizr
waives-all-r'gfit,-.tit trKt-C?WN:kk��El?LF!'; \4Af
EPhE:f?:6ER-F?lE:l;�:f R-'y;-Consultants -oral-all-eAber
ndditienal-insuFid- i;F-ii")sn-nrat}-da+un s-caused-fay:
aril. ig-eutef-aFristrktirtg-fiottt-tut}-et=thapzrils cvvzr<'tf-by
wetFltO4aEtas"evdttagetFxFpfctpraw.na3fnncrrttpptianlil tta
tha�Work-Fl-the-ittsur�rs-art-arty-such-lent iui��s-rectuire
.vc�>,trrete-waiver-fc�tFrrto-L�si•_nziFl;y-anrScitn�cirN meter-<>F
siappiier-U9i'rF' ;\6=fGAR-wilEelw•+in thz mix
Parent FleesimdRnpa(riesi
6,11 COINTRACTOR shall pay all license Ides and
royalties and assume all costs incident tu, the use. in the
performance of the Work or the incorporation in the Work
of.any rnvcnpnn, design, p[ct;�x:� product or device which
I 'tlrc subject of potent -rights or eopvrighu held by others.
it a particular invention, design, process, product or device
is specified in 'the Contract Documents for, use In the
performanceofthe Work and i f tc the. actual knowledge of
UIVNER x E\'GLvfEER its tine issubject to patent rights
or c pyri•.hts- miLine. nor the p;iyment of any license fee or
rcnmhy to others, the existence of such rights shall be
disclosed by OWNER in the Contract Documents. To the
fullest extent permi(ted by Caws .end Regulations.
CON'T[LtkcTOR shall indLmnity and hold harmless
Ol\',IFR GNGLNT-ER, ENGINEGRs Consultants and the
officers, directors, employees, agents and other consultant:
of each .md any of them from and against all claims,. costs,
losses and damages arising out of or r<natlting tiom any
infringcment,of Patent rights or cupyriehts incident to the
use in the performance of the Work' or resulting Gam the
incorporation in the Work of any invention, desist,
process, productor device not specified in the Contract
DOGUmlents.
l� E)CO DCENEKAI, CONDfnOif519Iq1 -$ll;+hiE(WC41
n9CIIY OF FOIt'r COLLIMUODIFICA'CIO\'S IRIIV,P lXNn
Pennrrr
6,13. Unless othcn6sc provided in the Supplementary
Con<GtiOMv. C'O NTR-kC?OR shall*obuim and past Cot all
construction permits and licenses. 0%%WER shall ttaisl
(:Oil fRACI'OR, whin negesiiry•, in obtaining -such
permit, and licenses. CONTR4C'TOR shallIxay all
govename ttal charges and inspection fees necessary for
she prosi ii iortof the Work, which are applicable at the
time of openiimg of Bids.. cK, if thcrr ure no diets.. on the
Effective Date of the Aiseement. CONTRACTOR shall
pay all charges of utility Owners for connection to the
Work, and OWNHRshiall pay all charge; of stfch utility
owners for capital costs related thereto such its plant
investment tees.
bat. LawxandRenifatiow
6.14A. 'CONTRACTOR shall give all notices and
cornply'with all Laws and Regulations applicable io
furnishing and pe:formancc of the Work. Except
where otherwise ex"presly required by applicnble
Laws and Rcguladons; _ neither C)lb'NER. nor
h\I(i1htEF'R stxtll he reTonsible for monitoring
t )NTRACl'OR's compliance with any Laws or
,Regulations..
'6,14.2. If. CONTRACTOR peribrms any Work
knowing or hi 1Juig reason to Mow that it is eontrin•
to I.aws or Regulations, CONTRAc-l'OR shall Bear
all claims, costs, losses and dnmagas caused by
arising out of or resulting therefrom; however, it shsl l
riot Ln- CON7Rt1CTORs primary responsibility w
make c rtain that the Spccdieadons aril Orawines arc
at accordance, ienh lanvs and Regulations; but this
shriR not relieve CONTRACTOR of
CON' RAC'I-QR's Obligations undcr paragraph 3:3.2.
CONTRACTOR shall Eery all salt& eoramier,
use and other similar taxes required to be paid by
CONrR\OTOR iii accordance with the Lairs and
.Regulation of the place of the Project which are
applicable during the perfo mince 6f the Work_
(i l-i. L OW i fE-R is exempt from Colorado Smte and
lord. .sales and use taxes on nmteriaLs to be
i> rmanentl i xo perilid into the grojtcl Satd ta\cs\cs
shall . not b: included in the. Commet price.
CONERAUl'OR must MIN- for, and receive" a
Czrtiftcate. of .Exemption from the Colorado
Department of Revenue for construction materials to
be Mvsiudly incorporated into the _p`olec� This
Certiticalwn oC. 6xemptinn prov'ides_that. - the
CON c,x0rOR shall neither pay nor include ui'his
6ic1 .Sales :and` Use Tapes on those buildin- and
construction materials Physically incorporated into
the project.
Address:
Colorado Department of Revenue
.Smrz Capitnl .-Annex
I
SECTION 00520
AGREEMENT
THIS AGREEMENT is dated as of the 9th day of April in the year of 2012 and
shall be effective on the date this AGREEMENT is signed by the City.
The City of Fort Collins (hereinafter called OWNER) and
Northstar Concrete, Inc. (hereinafter called CONTRACTOR)
1
OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set
' forth, agree as follows:
ARTICLE 1. AGREEMENT RENEWAL & WORK
' 1.1 Renewal. This Agreement is a renewal of the Agreement entered into
between the parties on the 21st day of March, 2008, entitled Concrete
Maintenance Project -Phase II, Bid No. 6088, City of Fort Collins (hereinafter
' called The 2008 CONTRACT)and all portions interpreted as if the same were
attached hereto. This work shall consist of the removal and/or installation
of concrete curbs, gutters, sidewalks, crosspans, aprons, drive approaches,
' inlets, concrete pavement, and pedestrian access ramps and placement of
temporary asphalt patching adjacent to new concrete on designated streets in
the City of Fort Collins. Related traffic control is also included. This
renewal is authorized pursuant to Article 3.1.1 Contract Period, of the 2008
CONTRACT. This Agreement shall be effective on the date this Agreement is
signed by the City, and shall continue in full force and effect until April
' 17, 2013,
ARTICLE 2. ENGINEER
' The Project has been designed by City of Fort Collins Street Maintenance, who
is hereinafter called ENGINEER and who will assume all duties and
responsibilities and will 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 3. CONTRACT TIMES
3.1 Contract Period. This Agreement shall commence when this contract
' is signed by the City, and shall continue in full force until April 17, 2013,
unless sooner terminated as herein provided.
3.2 The Work shall be Substantially Complete within one hundred and
' thirty (130) consecutive working days after the date when the Contract Times
commence to run as provided in the General Conditions and completed and ready
for Final Payment and Acceptance in accordance with the General Conditions
' Section 00520 Page l
1375 Sherman Street
Denver: Colorado, 802261
Sales .and Use .Tares fur the Stott: of Colorado
Re'nonal'Transmrurtian District MD) and certain
Colorado. erotmties are collected by the State. of
Colorado and are included in the Certification of
Exemggm
All aopl cable Sales and Use 'fa. es (irn lu l m_ State
affected taxes), on iiinyitems other than construction
and buildiru materials physically incorporated into the
project are to he raid by COS 1TRACrOR' and are to
k included in appropriate bid items.
(Ae ojPrintises.
6,16. COZMRACTOR. shall confine construction
equipment, the storage of mnterials and equipment and the
operations of wcr.'kars to the site and land and imps
identified in and permitted by the Contract Documents and
other land and arras permitted by Laws and Regulations,
rights-of-tvay, Hermits and casements, and shall not
unre:sonsbly encmnher the premises with construction
equipment or other materials or equipment.
CONTRACTOR Shull assume full tcgjonsibility tar any
damage to any such land or area or to the. owner or.
occupant thereof or of arty atliaceru' land or areas, resulting
from the perfomrance of the Work Should any cllaun be
made by .any, such owner or occupant because of the
pertomtance of the Work- CON TRACTOR shall promptly
settle with such other party by negotiation or otherwisc
resolve the claim by arbitration or other dispute resolution
praeeci�ing or at law- COL\rl'RACTOR-shall, to the fullest
extent permitted by Laws and Regulations, Indemnify and
hold harmless nwNEP, LNdr,\L•ER 11rG aIGER's
Consultant and anyone directly or indirectly ciapluycd-hy
any of them from and against all clauus, costs, losses and
damages arising out of or resulting tram tors claim or
action legnt qr equitable, brought by any such owner or
occupant agimst OWNER. ENOWEER, orany other party
hereunder to the extent. caused by or based
upon CONPCR_\CTOR's.performance of the Wort:.
C.17- Darimx fire provre�s of thelVevl� CONTRACTOR
.sh,lill,keep the premims liee.front accumuliitioM of.tvmle
materials, nebbish and other debrisresulting: from the
Work At the. completion of the Work CONTRACTOR
stall remove all waste materials, rubbish and debris from
and about the premises as well as all tools, appliatu:es,
construction equipment and machinery and surplus
materials C.O.YIRAC-T()R.shall leave die site clean and
rrndy for occupancy by OWNER ai. Sub'stanlial
Completion of.the WA. CUNTR\C?OR shall restore to
ori_nn it condition all property -not designated for alteration.
by the Contract Documatts:
6:1 S: CONTRACTOR shall not: load nor permit any put
of any stricture to Ca. loaded in any' auumcr that will
endanger the structure, nor shall CONTICAC'TOR subject
any part of the Work or adjacent property to sfreZcs or
pressures that will crufanger it.
Record Oa uinenrc•
E.C'DCJE ERAL Cdy NIJI-M-6 191t'-3. 119.90 Eeltl(YII
avr CTIY OF FORT C'OLLI tS MODIFICATI0Y51fLGy.lCWln 1
6,19. CONMACTQR shall mairimin in t, tafa place at
the -site one record copy of all Drawings, Specifications,
Addencbu, Written Amendments. Chance Orders; Work -
Change Duectivc` Field Orders' "and written
interpretatiutu -and (issued pursuant to
inrh 9,4) in goal order and annotated to show all
made Junin" constrtctian. These record
doauuents together with all approved Samples and a
counterpart of all approved Shop Draivingi will be
available to EDIGhNEER fbr reference. Upon completion
of the Work and prior to release of Brat payment, thew
mcorl documents, Samples and Shop Drawires will be
delivered to ENO114 EER' for OW Nb:R..
Srrjery and Prnreerion:
630. uxi't-rue-rOR shall be respnrsiblc for
initiating, maintaining and supervising all, satcty
precautions and progams in connection with the Nark.
CONTIi.•\CfOR shall, take all necessnry- precautions for
the safety oC and shall provide the ncecssary• protection to
prevent damage. injury or Joss to:
620, 1- all pemons en the Wark site or who may be
affected by the Work;
6 ^Q,=. all the Work and material: and equipment to
be incorporated therein, whether in storage on -or off
tea site, and
6.2_0.3: other property at the site or adjacent thereto,
including trees, shrubs lawns, walks. pavements,
r;,advways, structures, utilities anal "Undergroun d
Facilities not dcsigmat.:d.(or removal, relocation or
replacement in the course of construction:
COarit i% rc)R shill comply with all applicable Laws
and Regulations of any public Ludy having jurisdiction far
safety of persons. or "property or to protect them from
damage, injury or loss'; and skill erect and maintain all
necess�tn' safeguards for such Safety and protection.
CON FLACTOR shall notify owners uradjaeem property
and of Undertro nd Facilities and utility owners when
prosecution. of: the Work may affect them, and shall
cci,petnte with them in the protection. removal, relocation
and replacement of their_ property. All 6minge, Injury or
loss: to any property referred to in paragraphs G.20.?. or
6 _0.3 caused, direcity cr indirectly, in whole or in parL,by
CO tl'R4C'rOR, any Subcontr. ctor. Supplier or any
other person or organiruion directly or indirectly
employed by' any of them to perform or ftunish any the
Wort: or anyone for whose acts any ci'thcm maybe liable.
shill be remedied by CONTRACTOR (except damsue or
loss altributablc to the fault of Drawings or�Splcitications
or to theacts or omissions of (-UNTR or L•NG ENi TER or
"IE It NFE'R's Com ultant or anyone rntployed by any of.
them or anyone for lvhusu acts any of them mitt' be liable,
and not aitn'butablc, directly or, indirectly : in whole or in
Part, to the fault or nculigcnee of COPI'rRACTOR or any
Subcontractor. Supplier or other person or ongntniration
directly or indirectly employed by any of. them).
CONTRACTORS duties and responsibilities far the satery
and protection of the Work Stull continue until such time,
as all the Work is completed and V IGINFER has issued a
I
H
L
axrticz to O1L"NL•R nhd CONTRI—TOR in accordance
with paragraph 14.13 dart flit Work is ne wpiable (teimpt as
otherwise csprrs'ly provided in connection with
Substantial Completion).
6.E 1.. (; ery Representative.-
CONTIU\(TOR skill desi_niteif qualit-W and
experienced satety representative at the zite whose duties
find responsibilities shall be the prevention of accidents and
the mttmtanka, and supervising of safety precautions and
pr�,r;tms.
Hazard Communication Programs.
622, CONTRACTOR shall be responsible for
cuvrdirraling any e'\ h n,cuf mttaiul safety data sheets.or.
other havard Lammurneationintimiationrequired to bc.
made, avttilable to or exckniued between or ❑mong
employers at die sits in accordance with Laws or
Regulations.
Firrergencirr
6.21 In emergencies affecting the safety or protection of:
person or the Work or property fit Clio site or adjacent
thereto. coLwr RAG'rOR, without special instruction or
authonntion.from OW\7FR'or ENG rNMER, is dhligziod to
act to privent threatened damage,. iriiury or loss.
COIN'PACTOR :hall grvc ENGINEER. prompt wriucu
notice if CC)NITRAC'1•6R believes that any sigriiticant
changes in the Work or v:ariatiom from the (.Mnuact
Documents have been caused thereby, If .ENGINEER
dctennines that a change in the Contract Documents is,
required because of the action taken by CONTRACTOR in
rexponx to such an emergency,.a Work Change Directive
or Change order will be issued to document. the
consegacric eS of such action.
6,124.. Sh op Drawings and Srrnildes:
6.24A. CONTRACTOR shall submit Shop, Dcnvin3
to ENGINBi R. for review and approval it accordance
with ihc• acceptedschedule of Shop Drriwing^ and
Sample submittals (sec paragraph 3.9). All submittals
will be identified us LNGINEER may require and in
the mmriter of copies speciled in the Giaieml
Requirements. The data shown on the Shop Drawings
will be complete with rcpcct, to quantities;
dimensions, stxcifed performance and "i-n criteria,
materials and sintilnr data to show 04CM-ER the
materials and equipment C'ONTRAGI OR proposes to
provideand to enable.. DrGNEBR to, review the
'information tier the liraited purposes rquiral by
pIt ragraph 6:26.
6.24.1 CONTR•\C'rOR Atli also submit Samples to
LNGLNU:R for review and approval in accordance
with said accepted schedule of Shop Dmtvinga, and
Sample. submittals_ Each Sample will be identified
clearly as to material. Supplier, f. rtiifznt data such as
catalog numbers and the use for which intended and
uthenvi e as ENGINEER may •require to crntble
FVGINF.Eft to review the submittal Ccr die limited
F7CUC OEtiFSL\L CONUI nt).0 191 q y I f 991)Ed idw,I
ti' at MY OFMit'r COLLI N3MOOIFIC I ONS 1.ItEV4, M00
pirpooses.rg6irzd by paragraph6,26, The numbers
of each Simpleto be. submitted will he its specified in
thc.Specificahons.
6.2:. Subnriard Proeedurev:
62:.I, Before submitting each, Shop Drnvin or
Sample, CON'1 RAUFOR shall hive determined and
verified_
6.=5'1.1, fill bold measurements, quantities;
dimensions, .specified patomfance criteria,
installation requiremems, materials, c-amlott
numbers and similar information with respect
thereto;
6,25.1.2. all materials with respect to intended
use, 1: bricatiori, shipping, handling, storage.
.assembly .find installation pertamme to the
fierformmnce of the Work -and
6.25.1.3. all information relative to
'CO�FFRAC OIZ's:sole responsibilities in respect
of menu.;, methods, technlque•v sequences and
procedures of construction and safcw precattions-
'mid programs incident thereto.
'CONrl'RAcrOR shall alsohave reviewed and
coordinated each Shop Drawing or Sarri file with other.
Shop Dra%vings and Simples and with the
requirements of the Work find the Contract
06cumert_s
6.25? Each submittal will hear astanip or specific
written. indication that CONTRACTOR has satislied
CONTRj\CTORx bbk;aftions under the Contract
'Doctrnicnis with reslicct to Col TCR4ctows rcviely
and approvalof that submittal.
6.2:.3. At the tonic of each submission,
CONTRACTOR shall give ENGINEER specific
\YRLIeR RUIICC of such vuriutiom.if env, tliat'thc Shop
Drawing or Sample submitted way knee. from the
requirements pf the Contract 0o6umu}ts,. such notice
to C,e in a written communication separate from the
submittal; and, in fiddilitn, shall thitsd- a .specific
notation to be made on each Shop DroWing and
Sample submitted to ENGfNMR for review and
approval of each such varialicui.
626. CTk]NELM will review and approve Shop
Drawings and Suniples in accordance with the schedule of
Sh6p Tha}wings and Samplesubmittals accepted by
LNG WEER as required by paralaph ? `'i. Et TGNEER•s
review and approval will be ord'y to�deierrnme if the items
covered by the submittals will, after installationor
incorporation in the Work, conformto the information
given in the Contract Documents and be compatible with
the design concept of the cumplded Pruject as a
runctioning whole as indicates( by the Contract
Dxuments ENGNEERs review and approval will not
extend to .roams, methods, techniques, sequences or
procedures of construction (except where a pi fticular
means, inandxl, tochniquc, sequence or procedure or
LI
n
construction is specifically and e pressly calledfor by the
Contract Dotumems).or- to safety precautions or prot=mlms
incident thcre_tu. The review and approval of a. se mate
item as such will not vindicate approval of the assembly in
which. the item functions.CONTRACTOR shall make
eorrectiore: required hi• VNGINCER, and shall return the
required number of corrected copies of Shop Drawings and
submit as required new Samples for review slid approval.
CONT2-kC.TOR shall direct speciticattention in writing to
revisions other than the cvrrcctiuns called for by
EgGMER an previous sutmtittials.
6.27. EtiGINCER's review and approval of Shop
Dravirnm or Samples shall not relieve CONTRACTOR
from responsibility for any'vnnation Rom the, requirements
cif die (,oranctl)ocumenm unless-CQNTRA(,—fOR has in
wntutg called ENGINEER's attention to each such
variation at the time. of submission as required' by
paragm0h 6,25.3 and ENGINEER has given written
approval of each such variation by a specific written
notation thereof incorporated in or accompanying the Shop
Drawing or Sample approval nor will any approval by
ENGINEER. relieve CONfRACfOR. from responsibility
for complying with the requirements of paragraph 6.25:I _
t 23. Where a Shop Drawing or :sample is required by
the Contract Documents or the schedule of Shop Drawing
and, Sample suhmms i ins accepted by RNOI;`iF.F..R its
required bur ptuagrripli29, may related Work perforated
prior to FN0IN6ER's review and approval of die,pertinan-
submitmf will he at the sole e.\Tensa and re-Nmihtllry of
CONE RACTOR.
(ondnuingrine IVgrk-
6,29, CONTRACTOR s1w0 aury on the Work and
adhere tii the' progress scli lisle during. all disputes or
�disngrcentens with OWNER, No Workshall be delayed or
postponed pending resolution of anydisputes or
thslgreements, exeypt as permitted by Imragiph 15,5 or o,
OWNER'and CONrfR_•\CTOR may otherwise agree in
-writing.
6.30.. CONTRdCTOR's. General Marrnntp and
Guarantee: -
630.1. CONTRACTOR warrants and euaramees. to
OWisTI: ENGMERandCNGMZER'sConsultants
that all Work Will be in accordance with die Contact
Domiients andwill not lie " oLfective,
CONTR_ACTOIZ.s wamnty and tivarantee hereunder
excludes defects or damage causedby:
6.36.1.1. abuse. moditie ition or, hpmpir
maintenance or operation by persons other than.
CO\T RACTOR, Suberintr actors or Suppliers; or
6.30.1.1 numaP war ,and tear udder normal
usage.
6.31t2 COi\TRACTOR's obligation •to perform and
complete the Work in accordance with the Contract'
Documents shall be absolute. `one ofthe Cullowin_
will constitute an acceptance of Work dint is not Ill
kJC(X: CiE'\FA.V. C'U`aUllio:,N i 9I m; i 1 y;Nn Eotim i
W FTIY Or- FORT COLLI NS MCUIfI Cl'FIONS (REV.1,7tA1a)
nccordmta with the Contract Documents or a release
of CON f RACTOR's obligation to perform the Work
in accordance.with the Contract Documents:.
6;30:2.1. .abservations by EN'GNEER:
6,30.2.1 recommendation of any prot?rs5, or
Linal pnymem by.ENGL`•1TC
6: 0_13. the usuunce of a certificate• of
Substantial Completion or any pavinent, by
6t 14ER to IbNTRACTUR under the Un'treci
Ltocutnems;
6:030,4. use orcccupancy of the Work, or any
rxart thereof by QWLNE.R;
630.2.5, any acceptance by OWNER or any
failure to do w:
63024 tiny review and approval'ol'a Shop
Drawing or Sample submittal or the issuance aria
notice of -acceptability by ENOINEER. pursuant
to parngroph I4A13;
6302.7, any imgicetion, test or approval by
others; or
6,0.LS. anv ttlrrcction of chlzctire Work by
indenmif catiba:
6 1: To. the fullest extent pc{mihcd fay Laws. and
Regulations, CONTRACTOR shall indmnnnR• andhold
harmless 01VNER. ENGWEEP, D GINL•ER's
Consultants and the ;officers, directors, cmliloyccs. agents
and other consultants each -and any of•them from and
against :ill claims. costeti losses and damages (including,
but not limited tv; -all lees and chnrgcs of 'engineers,
architects. attorneys and other professionals and all court
cr :arbitration or other dispute rcwlution tails) caused by:
arising out of or resulting from the performance. of the
Work, provided Clint any such claim; cost, lass or tlaritage:
(i) is attributable to N-dily injun-. sicknes. dixase or
death, or to injury to or destruction of wiLible property
(other than the lVork itielt), including the loss of use
msultine thererrom. and (11) is caused in whole or in part
by any. nculi_cntact or omission of CONT24C'rOR any
Subcontraetor;..mty Supplier, any person or organimuon
direct[v or indirectly employed tiyany, of them ty perform
or furnish any of the Work or anyone for whasc acts any,
of them may be liable; regardless of whethererr not caused
in part by.any neeligence or omission of a person or entity
indemnified hereunder to whether liabilit•- is� irnpiised
upon such ini!emnilied party by Laws ari<1 R'e_nrlations
regardless of the ntlige'rice Many such person or entity.
632: In anv mod all chinos asaiisl OWNEk or
11GAIEER or any of their r .5pective con ultano` agents,
officers, directors or etnployec by any employee (or the
survivar or.pers rmi representative of such employee) at'
CO\' I,RAC'TOR. any Subttmtractur. any Supplier. arl
pera)n or omam7ntion directly or indirectly employed by.
rM
I
I
n
11
1
I
d
1]
i
L
any of them to perform or furni.,h arn• of the Work or
anyone for whose acts any of them may be liable, the
indemnification obligation under paragraph 6.31 shall not
h limited in anv way by any limitation an. the ;amount or
type of damuges, cpmpartsaiion onbenclits pavablc by or
for CONTRACTOR or any, su4h.Su6conmacmr; Supplier or
otherperson or organicrtion under workene'eompensation
acts, di:5tbility benefit acts or other em plovice benefit act.
6.33- The indemnification obligatians or
COY RACTOR kinder paragraph 631 shall not. extend to
the liability of ENUKEER and ENGINEERS Cunsultants•.
offices, directors, employees or agent; unused' b}• the
professional. neglicence, errors ur om rssrors of any of them..
S'unik'al of OhIiygtionr
6.34. All representadomti indcmmtications, warranties,
and euamntecs made in. required by ur given in.aceardance
frith the Contract Doeunxnt{ as well Ts Al oominuing
obligations indmited in Lb Contract Documents, will
sur•ive.-Final Nyment, completion and acceptance of the
Work and wrinimuon or completion of the Agreement,
ARTfCLF- 7—OTFFER''WORK
Related Work at Sue:
7.1. OWNER may perform other workrelated to the
firo 'ot at the site by OWNER'* own forces, or let other
direct contracts therefor which shall contain Gencral
Conditions similar to these, or have other work- performed
by utility owners. If the fact that such other worn( "is to tat
performed was not noted in the Contract DocumeriM then:
(i) written notice thereof will be given co CONTRACTOR
prior to starting any such other work and
(u) CONTRACTOR may make a claim therefor L9
provided ih Article, l I and 13 it CONTRN-TOR believes
that such performance will involve ndditionaf expeiue to
CON't-RACTOR.or ro4uires additimchl titre <md the parties
are unable fo aarec as-tu the amount or extent thereof
73 CONTRACTOR shall afford each other contractor
who is a party to such a direct contract and each utility
owner (and OVVNF•R. if OWNER is performing the
additional work with OWNM's employees) proper and
safe aeeev to the site atxl a reasonable Opportunity for the
introduction and storage of materials and equipment and
the execution of such other work and shall properly connect
said coordinate the Work, with theirs, Unless otherwise
provided in the- Contract Documents. CONTRACTOR
shall do all cutting_ fitting and pitching of the Work that
may be required to make. its several parts come taxther
properly and mitgnAe. with such other work.
CONTR-ACTOR shall not endanger any work of others by
cutting. excavating- or odter =' andring their work and
will onlv cut or aher thew work with the written consent of
LNGINEER and the others whose work will, be affected.
The duties and responsibilities of CONTRACTOR. under
thisparalaph rue fur the benefit of such utility owners and
Other contmetors-m the txxem thtt.there arc. comparable
EXUCUENEFUL CONUInod3't9 l a4 r i9i1 eciricn1
Is, %,/CI TY OF FORT COLLt\SMODHICCrtONS nRC•V 1,2IPAIf
provisions. for the- Benefit of CONTIRACTOR in said
direct contracts between OWTv'ER and such utility owners
and other contractors.
'7.3 rif the proper executiuri ar results or any part of
CONCR ACTOR's Work depends upon, work• performed
by others under this Amick 7, ,CONTRACTOR s,'adl
.inspect such. -other work and promptly report to
EN-OMER in writing any delays defects or deficiencies
in such other work that render it unavuilablc or unsuitable
for the proper c;xeciitian and results or COINTRACTOR'-s
work.. CONTR:\i_•TUP�s failure so to report will
cortstmate an acceptance ot'such odic work. A.S. tit and
pm ,NR-ngTACTORs Work
except for•laren( or nonapp'Oent defects and deficiencies
in such other work,
,C:anrr&ratio:
7.a. It OWNER, contracts with others for the
performance of other work on the Prgjcd at the site, the
following, will he set forth in Suppitment$q• Conditions:
7:1.1, the person; brat or corporation who will have
authority and responsibility tcir coordination of the
nctMtic:t among the carious prime contractors will he
identified:
7.4:'_. the., specific matters to belcovdcd by such
authority Land responsibilitvwal be itemize(I: tmd
7.4.3. t\e extent. Of such authority and
responsibilities will I.r, provtdcd.
l`nlom othcrwisc jrodided in the SupplemenLire
Condition-s; CRVNFR shall Iivc sole authority and
responsibiliry in re.stet of such tco6rdingtion
AffrrCLC 8--OWLNE;'S liFSPO ;S(13fL1 MS.
4.1, Except as otherwise provided in these General
Condition- OWNER r.hrill- issue all ctitumuriicatiom to
CONM ACi OR throuch LNGLNTM,
3:2. In caw of arminatioh of the employment of
ON'GRTSER, OWNER spat appoint an engineer a_ lmtsr
whenrO0�1 TRACTU[s-makes-nu- rrusonublr-oblectian:
whose stunts under the Contract Documerim shall,be that
of the former LNG INT-ER
5.3. OWNr6k shall furnish the data required of
OIVNER under the Contract Documents promptly and
shill make payments to CONTRACTOR promptly when
they are true as provided in p:uasaphs 14A and 14.13.
5.4. U\VNER's tunics- in respect of providing lands
and cascmcnts and providing err_inerruv surveys to
cmabhsh reference p mts are set forih'in paragraphs 4.1
and 4 4 .Paragnaph 4.2 refers. to OIVNERs Itkntifyn,
and making available- to CONTRACTOR copics of
reports of explorations arid tests of subsurface conditiuns
,it the site and drawings of physical conditions in existing
., ructures at or contiguous to the site thnt have been utiked
by L1rGNEE R in prcpuring the Contract Dtcuments-
£:-\—�IV�IEI�s-reSpt�rei✓•?i}ides-tat-rarspesFi•E-purtiiir,;irt=
and-raatnattning--liaFiilitt- and
-prof:.: rt>-tnsaeance-tyre-set
follh-in-fi{tjngraphs-�-Sthnwglt -`-ICI;
6. (OWNER is obligatcd to cxecaw Chivage Order -)-as
indicated in paragraph 10.4.
5.7. oWN"Ws responsibility in respect .of certain
inspections, tests .and approvals- is set forth in
_paragraph 13.4,.
S.R. In connection with F)WNER'.s right to stop %York or
suspendlViNk, wet^paragrap {,i,;l(I and tj,l.
Paruwaph 15, deals with OWNER's right. to'trmainatc
sa vices of CO V'C RA( rOR' under eertnin.eircums(anccs.
3.9. The OWNER shall not supervisc, direct or have
control or authority over, nor. be responsible .for..
CONTRAC11OR'smeans: methods technique,. sequences.
or procedures of construction or the.mlety precautions and,
programs .incident thereto, or for any Allure of
(ox:Tkhu, rOR to comply with I mv-s and K=larions
.applicable to the furnishing or. perforntame OF the Wark�.
OWNER' will not be responsible for CO'N'fR. Ql'0R'.;
failure to perfomt or furnish the Work in accordance with
the Contract Docuiuedc&
Sr4ti-n++T,N, u�.•eta+tsiFaility-art-re:,pesEa�urtdis:;lesad
rl>hti4�-,--��s-f+ofWlaurtt.-a^.•.o.-.,.''.aa^T+`f:.5t�ac
� tiieoe�tivrklateriads-one'vverad-er-rrviakeLeFthe-si[a-ig
seH ,i?!t_iti-parac�ref�Ft»�-
&: EF-FEscrribfcrtHre�EertEE}FV?t•E[rltes-c�reed.-ter-tutni:�lt
C(�"r-R-u,C��R-r�aso ntabla-av idznee-that--kaua axial
arrangements -have -been -made- to -sal uti---OlViv'Epi .:•.
oWi•�tictie-tender-thy-r-urtuFtit-L�ueumen[s-E?l�'?{E R=.s
responsubil+ty-in-respect thereof -will I u•nssa[-I'e,t1h-in-the
Suppl einanairy-E'onJnion.,
\RTTCLE: 9-F.NGT\EFR'S STAITiS DURING
CO`NSCRUCTSON
OIVNER's Represenrnrire..
9.1. ENGIN-GER will be 0%VWER's reiresenuative
during the- construction period, 'Ctie� dukes and
responsibilities.and .the -limivaion; of authority of
E\,rGNESR. as OIVNER's representative during.
construction are set forth in the Contract Documents and
shall not be extendcd without written consent of OWNER
.and ENGL\=-R.
I isity to Site:.
9:1 04013N-EER will manke visits to the site s+tintervtds
appropriate to the various stages of. construction as
ENGNEER deems nrcessary• lit onlcr to observe as an
aperienced and qualified design professional the progress
EXDGOEsNIMA. CONDI-110M 1910-S tIV99 Edlital
W CTfY 01; PORT COLLINS MODINC'ATIONS (R-EV IP19110
that hasbeen niade and the quality of: the various aspects
of CONCRACTOR's executed Work. based an
information obtained duririg-such.visits and observatianx
LN'GMER Will endeavor for the benefit of OWNER to
determine, in general, if the Work is pructedin, in
aeeordance with the Contract Documents ENGINEER
will-nokbe required to make exhaustive or continuous on-
sitainspectionsto. check floc •duality or quantity of Elie
Nark L•NGLUZER's cfforts� will be directed toward
providing for OWNER a later degree of co�dence that
w the completed Work ill conform generally to the
(-attract Ducirmrns. On the basis or such visits and on -
sire oFetvntions. ENGHNE'ER. -will keep OWNER
informed of the progress of the Work and will cnde:avc r to
guard' OWNER against tkj?cm•e Work. Iv1'C'INHH:R's
visim and on -site observations arc subject w all the
limitations on ENGINEER% awdiurity and'respartsibility-
.set forth in paragraph 9.13, and paniculariv, but without
.limitation. dun - or as it result of ENGINEER':; on -site
visim or observations of CONfRACrORs Work
EiGNEER will not supervise, direct control or have
authority ova or tie responsible for C(t+x(I'R\(-'rows
means, methods, techniques sequenccsor pnxedures of
construction, or the safety pr eautions .and programs
incident thereto, or for any failure iVC:ONfRAC:TOR to
comply' with lays and Regulations applicable to� the
furnishing or ped'ommnce of the Work.
Project Reprefertlative-
9.3: If OWNER and FIGINF.E;R agree, E:NGIi;EER
will furnish a Rcsidcnt Project Refresentttive- to assist
ENIGUEER in,providing more continuous obsavaiionof
the Work, The responsibilities and .authority and
limitations thereon of any such Resident Project
Representative and_ nssi tans will Ix as. provided in
1-„iragntphs9.3 and 9,13 flnJ--tn--tHr�SupplrttxFllitry
Conditions of these General Conditions, If OWNER
desioites .another represeniai+ve or agent to represent
OWNrER at the site wlw is not. LNGINTERa ConsulLant,
agent or employee. the regxxisibaline, and authority mad
limitations thereon of such tither pasion will be as
lxovided in t}trinpplrnretatxry=C:xte}itiem pa-moph
of these Gcncrnl Cnndumns If die FNGfNEFR Curnishu
:i Resident Projecr Representative [RP[iJ_ox er
assistants or if the (LYNTER desiTntes a Representative
or agent. all as providzdTn Irtraeraoh 9.3 of he Gerrcml
Conditions Ihese [Lepresenunives shall have the authority
and limiti+lions- us pravidrd' in Mr-H MEh 9 II3 of the
General Conditions and shalt lie subieet to the 161lowine:
93.1. The RtPresenlauve's dealings in matters
•nainin;t to the w-site work wits in general Lx: with
the ENGfNEER and CONTRACTOR. But the
Re re_senmtive will keep, the QWNTR- pmperl4
advised about such matters. The .Re-esmtetives
dealmin with suNunuactors will only be throuth or
with the till know! xLe and approval of the
CONUF \CTOR-
rJ 3.? Duties and Responsibilities. Representative
will:
9.37LSchedutas keview die progress
19
[1
1
1
i
1
I
11
r�
J
1
schedule and other sclxdules prepared -bv the
CONTRACTOR and consult with the
L1R NEERconcerningacceptability.
9312. -Conferences and \denim_ - Attend
meenrt¢ with the CONTRAC71'OR such as
prtxon's'truelion conlerenctis,_pro'sess meeting
tunL other iob cimlerences. ant}- prepacc and
eirculate eupis of minute of meetings.
93.33_ Liaison
9.3.3.3.L Sure as ENGINEERS linison
with CONTRACTOR. %wrkinc principally
through CONTRACTOR'S.:superintendent to
.assist tho CONTRACTOR in imdcrstandiiui
the Contract Documents.
9?.^_.3? A..sist inobtaining Gom OWNER
additional details or information when
reouiied. Cur protxr execution of the Work.
9::i.1,3.3. Adds.: the EVC$NFER and
'
CONTRACTOR of the comnlencemenr of
arty Work requirine a Shop * Dmwim•, or
-mmnle suhmi.sion if Ilse suhmission has nut
lrert ap rop vecl by the P,1(;INFER_
'
9�3 2;d. Revisnvof Work Rejecuon of Defecti 4
�l'nrk. In5n �cciuns and:CesLc -
9.3.2.4. I. Conduct an-iitc obscrvations of
ihcAVork in progress to assist the EN'GINFER
'
in dctemtinittg that the Work is rocadinu in
accordame with the Conlrnct.Documents.
1
1
1
I
3.2.4.3. Accdmilin nsocctgm
re rmnun, public or otlwr agencies havCn
ituisdi-i n-over the Iktjct: record lha-n%udia
of Lh w Inspections and report to Ilre
ENGINEER
9. ,)' interordm on of Contract
Documents.
DocuReport_ to LiIyG[NEG2_when
clari6catiims and intgPiecations of thi Contract
Documents are .needed arid tram-mit, to
i ONI'Iv\C'T<ili dariliralinn chef intcrmtniion
of the. Contract Demanenm ar issuttl by the
ENGINEER
9.3.3.6. Ndoclilicatium Curuidcr and
evaluate- COKTRACI'i)I,'S sugeasuom. for
_II EJCDGc,E?1ER,V. coni➢06s(I) II" (1494) Eatitvti
uv Cl ll' OF FOILT CULLI \S \IOOtl4C.a'rl0\5 tltL• V .I 91�A1}
modification in Dra%ci ns or Specifications rmcl
report_ theie recommenthilurts to -Dt JGItTER.
Accumtdly. transmit. to .CONTRACTOR
decisions issued by the _ENGIPEER
93.?,7: Reastls:
9.3.?R.L Futrush_tiG�D'EL•R (vriodic
repurts tts. re hired itf the p gTa L'soC the
WLYL and of the CONTRACTOR'S
cprypliams %yith the progress schedute ang
schedule of -shop Drtwing and same
submittals.
U3�_,1� Ci7tisult with L:olGii?L•LI�ii
advance of -�:heduling major tesu}
inspectionsor, start of imm ant ohases of the
t,Vork
93.2.33: Draft proposal Cinnee Orders
and Wort Dvective,- Changes; oblauji L
l tchtln malcnal Gom the cONTRACcTOR
and recommend to D'GFNEER C'hanue
Orders. Work Directive Chnmcs and Held
orders
9:3.2.5:4. RepBR immediately to
ENGINEER and OWNER the oc:currehce of
snv accident----------�
9.3.2.9. Payment Requests. AMexy applications
for mmcntwith CONTRACTOR for conipti=
with the established prcxsdure for their
_pLmissiun and forward'tvith recommendation to
r,
L
D- GRgEER nodM particularty the relationship of
the paymentrequested to the schedule. of value:;
work -completed and materials and aWitmmcnt
delivered at'Ifie site but not incomorted in the
%VUk
9.3.1 10. Completion.
9.3,I 3 1._ E3efore`L1_ GC\LGR issues a
Certificate of Substantial Completion submit
to CONTRACTOR it list of observed items
reuuuirt_ correction or completion
9.3.110.2• Conduct final inspection in the
cdmnianv or the HNIGINEER_ OWNIER and
CONrl'RACTOR and nrctnre it final list of
items to be corrected or completed.
93.2.10.3_ Observe that all items on the
final list have been corrected or completed and
make recommendations to ENGNEER
concernintt acceptance.
93.3, Limitation of .authority: 'rhe Representative shall
not:
9.3.3.1. Authorize. any deviations tram the
.Contract .Documents or. accept any substitute.
materiais or taut rto'ient,_!LWm aithortzed�l'y floe
FNIG NEER
9.3.3.2. Exceed 'limitations- of NNOINE'ER'S
authoriev, as set forth in the Contract Documents:
9.3 -3.- Undertake env of the [OpOn4lblllttes.
.of the CONTRACTOR. Subcontractors, or
�TRt\CTQR' � perntendep5
3.4. Adviseon.or issue directions relative
to or assume control over tmv asnect of the
meats, methods, techriiques,_nuuenccs or
r+ra:�dtvds for corntntttior�unlgss_hich is
sctcilical^ly called for in the Contract Documents.
93-3.5.. Advise on or i:cstrc direction
rcganli_tq+ •M assume cunt;ol g�•er ci Cen�
predwtinns and gro ams in connections with the,
Work.
93.36. AcecPE Soup Drawing• or_a rnple
,ubmivals front intone other than the
CONITRAC.TOR
9.3:3.T Authorize OWNER in eccupy the
W` k in wholeorin prat-
9-3.3.8. PerticiL in_specialized Geld or
laboratory tests or inspections cunducted by others
except as specifically authorizcd_bv the
ENGINEER
Cltit9jicntions itnd fntrrpretatint".
9.4. ENIGFNEER will issue with reasonable prbmptrtess
such written clarifientions 'or interpretations of the
Ficvcchlra lL c•011\11AtrtO:V 191 0-a tUgn &tidtni
W C11Y OP FORT C•OLLI NS MODUICtTIONS nkL•'V dR W in
requirements of the Contract Documents (in the turn of
Drawings. or.othenwise) as MNC;fNL•.ERmay determine
necess-arv. which shalt be consistent with the invent of and
reasonably inferable from the Conrtct Dix:umenta Such
written clarilicationsand interpretations will be binding an
OWVFR. arid CONTRi\CIOR If OWNILR-'or
CO, tTi. CTOR believe.; that a written clarification or
aitarf+rctation justifies an adjustment in the Contract Price
or the Contract Times and the pacticsare unable to agree
tothe amount or extent thereat if uny: OWNER or
CONTRACTOR may miaka a written claim therefor as
provided La Article I I or Article t_.
authorized'[%arintions in lurk:
9.5. F.I IGfNEER may authorize minor variations in
the Work, .from the rcquire'ments of the Contract
Documents -which do- not involve an adjustment in the
Contract Price or the Contract Times and are compatible
with the design concept of the completed Project as a
funetiuning whole tis indicated by the Contract
Documents. These may Iv. nccumplished by a Field Order
and will hL binding on OWNER and also on
COA%fRACTC7R who slm a (h7rtprm did Work involved
lwomplly, lCOWNERorCON fRACTORIelicvcsthat a
Field Ordcrjusiilies an adjustment in die Contract Price or
the Contract Times and the parties are tmable to agree :+s
to the amount or esiatL thereof; 01VNFR or
CONTRACTOR may make a written claim therefor as
lyovidedinArticle 11or 1".
Rejecting Defearve Work•.
9.6. hNGlDfE1;R will have authcxity to disnpprovc or
reject Work which EN-GIN-F,F.R bi-licvcs to he df ctive,
Jv that ENGINEER believe-, will. not prextuce a completed
Project that conforms to the Contact -Documents or that
will prejudice the integrity of the design concept of the
.completed Project tta a.timctionirn, whole as indicated by
the Conitrttct Documents. ENGINEIR will also have
authority to require special inspection or testing of the
Work as provided in paragrzaph 13.9, whether of not the
Work is Gabrictted, instalicd or completed.
Shop Drmvingv, Change Grdersand PaYnoenrs:
9.7, In connection with C•NGI, iEER's aLthoritp as to
Shop,Drawings and Samples, see parauaphs6.='4 through
6.25 imlasive.
9:8. In connection with 6NGNT-CR's authority, as to
ClianueOrders. See.VUCICS 10. 11. and 11
9.9, In connection with ENGENEER's authoritv'as to
Applications for Payment, see :\tide-14.
Dercruiirtorions for Unit Prica:
9.10. ENONCER will determine the actual quantities
arid classifications of Unit Price Work rrrfarmed by
CONTRACTOR. ENGLNEER will reiiew with
CONrFR-,\Cron the ENGRrEERk preliminary
determinations on such matters before rendering a written
decision thereon (by recommendation of an .Application
I
[J
too Payment or othmvi<e): ENGENE•ER's written decision
thereon twill' tx final and binding, upon OWNER aril
CON'TRAGTOR, unless, within ten flays after thedate tic
:am sigh decision, either OWNER or CONITIt:\CTOR
-delivers uu the other and to ENGINEER written notice of
intention to appeal fronl.riNGlNERR's decision and: (i) nn
appeal from ENG INEER's decision is taken within the tim e
trouts and in •tccordance with the pr&eduras set forth in
Exhibit GC A, Dispute Resolution Agreement" entered
into between OWNER and CONTRACTOR, pursuant to
Article 16, or (ii) if no such Dispute Tiesotutiort Agreement
has been entered 'into. a formal proceeding is instituted by
the appealing party in i,forum of mmratentjurisdiction,to
exerctse sucK rights or remeiies as the appealing party may,
Ftmva with respect_ to ENGIiv'F;FR's decision,. unless
othenttisc agreed in writing by OInNEiR. and
CONTRACTOR Such appeal \will not h; subject to die
proccdures of paragraph 9.11.
Deti.wions on Mryure.v
9:11_ F.A?GINEFR will be the initial interpreter of the
requirements or the Contract Documents and judge of the
ncceputhility of the Work thereunder ('laim disputes and
other matters rotating to the acceptability gfthe \vork or
the: interpretation ofthe: requiremenLi of the Contract
Documents permining to the perfornnance and furnishing of
die Work ❑nd'cliints undcr Articles t 1 and 1: in respector
changes in the Contract Price or Contract Times trill be
referred initially to r GINF,ER in writing with it request
for a formnf dxision in accordance with this paragraph.
Written notice of each such claim, disilute or other matter
will le. delivered by the. nunant to EIGh�IEER and the
otter party to th,, \grcenictit promptly (but in no event
later than thirty da)s) after the start of the occurrence or
event airing rue thereto. and written supporting datn .will
tx suUmittcd to ENGINEER and the: other party within
siCty days after the start of such e,:curretice or event unless
QQGNTMR allows an.additionid pericvl of time for the
submission of addition l ormore accurate data in support
of such claim, dispute 4 other matter, T tie opposing party
shad submit any response to ENGINEE•R.and the claimant
witun tarty days after receipt or the claimant's last
submittal (unl,tv,. ENGENF.F.R allowg idditanil time).
GNGMER will render a Formal decision in'writine within
thirty days:dier receipt of the opposing party's submittaL if
any, in "accordance, with Ibis paragraph. ENGINEERS
aiittendecision on such claim, dispute or other matter will
be final and binding upon OWNER and CONTRACTOR
unlaws (i) an appeal from ENGENCER's decision is taken.
within the time 'limiLs iced in afecyrdance with the
procedures ,set forth in E\HIBff GC.3. "Dispute
Resolution .Agreem enr_entered into between OWNER sit)
CONTRACTOR pursuant to Article 1G, or (ii) if no such
Dispute ReSolutibr. Agreement has been entered into, a
written notice of intention to appeal. from EN NLIR's
written decision is delivered by OWNER or
Co\TRACTOR'to the other :arid to CEGINEOZ within
Ihiity days after the date of such decision and it fortmd
proceeding isinstituted by the appealing party in a forum of
competent jurisdiction to exercise such rights or remodies
may love with resptct to such claim. it,; the appealing pin}'
dispute or other matter in accordunce with applicable Laws
and RLgulwioas within sixty days of the 6re or such
EJCU(. GENE K:LL COiA)i i1C .NS 0I Wt 119 0 E(btiw)
-- wl CllYOF FOII'r COLLINS :\IODIFiCA11OVS IItrV4P0_Xll
decision, unless otherwise agreed in writing by OWNTiR
.and CONTRACTOR
9,12. When functioning as interpreter and judge under
prtnmgraphs9.10 and 9,11. ENGLtiEER will not show,
liabMinlim, to OWk IF.R or CONTR \C OIZ and will not be,
le 'in connection with any interpretationor decision
i ender—W in good taah i n such capacity. The rendering of
a decision by D,,G 1NI:ER pursuant to pmeeraphs 0.0) or
9.11 with respect to any such claim, dispute or other
matter (except any which have been waived by themalcing
or acceptance of -final payment as provided, in
linm eph14,15) twill Iz a condition precedent to any
exercise; by WHIR or CONFRACTOR of such rights or
remedi,� as either may otherwise have under the Contract
Documents qr fn• Latcs.or'RcyvlatiorLc'in respect ofam•
such claim: dispute or other intiltcrprrsvant-to-r\rtiele-k��
9,U. Limitations fur 'L1\'CLNEER's_Authority- and
Rerpon.dhilirlcr.
9,13:1. Neither ENGINFEwn authority or
respgrnsibility under this Article 9 or under anv other
provmsionof the Contract Documents nor any decision
made by ENGlNF.FK' in good taith.cither to cxcrcisc
or, nut exercbu such autlxxity or resilottohility or the
undertaking, or peaformmncoiff any authority
or responsibility by'F`'GNF.ER%hall create, impose.
or give rises to any drily owed by L\GNEER w
GONTRAGTOR„ any qubcommetor, any Supplier,
any other person or orgnniintion, or In any surety for
or employee or ngcnt of any of them,
9AY2. (NGIN1HFR will not supcn,La:, direct,
control or have authority over or heracponsihte'lor
CONTRACTORS mG'mns• methods, techniques;
sequences or,p rocelures of construction or die safety
precautions and progmms incident thereto. fir for any
falure of C'ONl'R\GTOR to comply with Laws and
Regulations applicable to the htrmyhing or
- pertolmance of the Work, ENIGLsEEM tnll •nothe
responsible for CONTRACTOR's failure w,perftmn
or tun»slt the Wort: in accordance. with the Contract
pocarmems.
9:13.3. ENGUNEEIC will not -be resppnsible ftir the
acts or omissions of CONTRACTOR or ot'tmy
SubLonuacthn any Supplier, or of any other persomor
organization performing or furrushinll any of the
1Vork.
9,13,4, ENGINEER's review of the tail Application
four payment and accompanying -documentation and
all mamtenmce aild opcmung instructions.. schedules;
w.u:micus. Bonds and certificates of inspection. tests
and approvals and other documentation required to be
delivered by paragraph 14.12) will only, be to
determine generally that their content complies with
.tar: requirements ot, ,rod in the case of ccrtilitutr. of
•insp:ctions. tests and' approvals thin the results
certified, indicate comgiliance with. she Contract
Documents.
'). 13- . The Iimimtiors upon, authorin• and
responsibility ;.et Forth in this paragraph 9,13 sltal I also
apply to L3NtGri,TrTR's Consultants,. Resident Project.
Representative and assistants.
AR'VICLE 10—,CI-Lt\GFS IN r"E\VOR
10.1. Without invalidating the Agreement and without
notice to any surer}_. OWNER may, at am• time or from'
Hine to time, order addiiiorts. deletions or rcvisions in the
Work Such additions; deletions or revisions, will he
,authorized by a Written Amendment. a Chance Order. or a
Work Change Directive- Upon receipt of any such
document, CO\q:RAC70R: sE•tll promptly Pro with
the Work involved which will be performed under the
applicable conditions of the Contract. Documents (exceptas
otherwise specifically provided).
I0.2. If OWNER and CONTRACTOR are Linable to
agree as to the extent, if an' , of an adjustment in the
Contract I'riceor an adjustment of the ConincCrintes that
should be allowed as a result ora Work Change Directive,
a claim may be made therefor m provided in Article I I or
Article 11
103. CONTRACTOR.shall not be entitled to an,incrcase
in die Contract Price or an extension of the Conttact'r rotes
with respect to any Workperformed that is notrequired by
the Contract Documents ns amended, modified and
supplemented as provided in paragraphs 3.3. and 3.6,.cxccpt
at the case of an emerg
ency as provided in pamaaph 6.23
or in the case of uncovering Work u provided in
1:nragmph 13:9.
10.4. CANNER and COLTI-RACTOR shall execute
appropriate Change Orders recommended by E:�iGMER
(or Written Amendment•;) covering:
10.4.1, changes in. the Work which are (i),ordered
by OlV'NGR pursuant to paragraph WA.. (ii) required
because of acceptance of defective Work under
paragraph 13,13 or on ecting tkfeqive Work under
paragraph li.l», or (iii) agreed toby the parties:
10A.1 changes in the Contract Price or Contract
Times which areagrecd to by the parties: and,
10,4:3. chair es_ in the Conimct. Price or Contract
Timis w ikh embtxll• the. substance of any written
decision rendered by E\GLVEh"R pursuant to
paragraph 9.1 t;
provided that, in lieu of executing any such CNN, e Order:
:an appeal may be taken from any such decision in
accordance with the provisions of the Contract Documents
and applicablc•Laws and Regulations, but during any such
api: aL CONfFA(Sl'OR. shall aim• on the Work aril
adhere .to the. progress schedule itsprovided in
paragraph 6.29.
lU.?: if «o!icc of any chur_e td1'rairrg the _encrul sextpe
of the Work or the provmiottS of the Contract Documents
EJCDCOE--'ERALC'GNDIIIbP►t9103(19J 11 Etfiticni
mrs1YOf; FOR rMLLI SMODIFtacnoasiREvdrtronl
(including, bur not limited to. Contract Price. or Contract
Times) is required by the provisions or any Bond to be
aivcn to a surety, the giving of any such notice will be
CON'rrWCTOl2's responsibility. and the amount of each
applicable Bond gill be adjusted accordingly.
ARTICLE II—CfbkNGE0F'C0N`I-RAC'r PRICE
I i.l. The Contract Price. ainstirutes the toml
compensnticn (subject to authori'rad adjustmcnts) payable
to CONTRACTOR lair perti ruing the Ciroik All duties.
reykinsihilitics anAphliglnonc assigned to or undertaken
by CC9NT RAc--roR shall lx ar COL 1'T RACTOR's expense
Without change in the Contract Price.
11 2: The Contract l ice niay only be civsngv l by a
Change Order or by a Written Aawndmenc Any claim
for:an adjustment in the Contract Price.shnll be lxtsed.on
written notice delivered by the party making the claim to
the other Party and to ENGINEER promptly (but in no
event later than thirty days) alter the sort of the
occurrence or event giving rise to the claim and siating the
general native of the chum, .Notice of the amount or the
claim with supporting, data shalt be delivercd within sixty
clays after the -start of such occurrence or event (unless
FNGDI F.ER nllowvs.additional time For claimmntto submit
addit ional or more accurate darn in support of the claim)
and shall be accompanied by claimant's written statement
that tile.adjustuhent claimed covers all known amounts to
whichthe claimant is entitled as a result of .said
excurrrn« or event. All claims for .adjustment in the
<":oniract. Price shall be detenuined by LgGR;REER ill
accordnnce with paragraph 9A I if OWNER and
CON rRACCOR cannot otherwise: agree on the amount
involved. No claim for art adjtrAmert in the. Contract
Price will be valid:if not submitted in accordanec with this
pamcraph l t _-
11.3: 'rho value of tiny Work covered by a C'haNc
Order or of any claim for an adjustment in the C'6mract
Price will be dctcntined its follows:
11.3.1. where the Work involved isCoveredlay unit
prices contained in the Contract Documents, by
application of such unit prices to the quantities of the
items involved (subject to the Provisions of
„t
I
paragmphs I 1:9.1 through 119,3, sighs>irel;
' 11.3.1 where. thWo
rk ork invrdvpd, is not covered by
unit prices i;fxitained in the Contract Tkxfmients, by'ti
mutually agreed payment basis, includin6. lump sum
(which. may include an allouvnee for overhead and
' profit not necessarily in accordance with
pvaragraph I16.3):
11.3.3. where the Work involved is nut covered by unit
prices Contained in the Commit Docvments and
agreement to a lump sum is not reached under
pnmgraph I t 3.2 an the basis of the Cost of the Work
(deterimcd is providedin paragraphs 11.4 and t 1.5)
-plus a CONERAG rOR's fee for overhead and profit
(detenained as provided in po rauaph 11,6),
' Cosrofdze IVorlc
11.4. The tort Cost of the Work means the sum of all
cuss necessarily incurred and paid by CONTRACTOR in
the proper performance -of the Work, Except as otherwise
may. F,c agreed m in writing by OWNER; such costs shall
be to amounts no higgher than those prevailing in. die
locthty of the Protect, shall include only the following
items and shill not include .any of the costs itemized in
parayaph 11.5.1
'
11. t.l, Pa1NIl c'Osts far employees III the direct
employ of CQN-rRAUrOR Jn the-perfomnance of the
Work under schcdul,� of job dassifiaations agreed
upon by OWNER and CONTRAM'6R. Such
employees shall include without limitation
'
supc6acndcnts, rorcnien and other personnel
employed full-time at the site. Payroll costs for
employees not ei» ployed full -lima on. the Work shall
be apportioned on the basis of their time scent on the
Work. payroll ccsm shrill include: buunot be lunitetl w-
sdones and wa.es plus the cost of fringe benefits_
which shall include social security contributions;
unemploynient exoise nixf payroll. taxes, tdotkers.
compensation, health and retirement benefits: bonuses:
' ,Col kaC, Yee_ticrtcuteEhelnhtvpve applicable thereto.
The espcnr mn . of pertoing Work rifler regular
working hours, on Saturday Sunday or legal holidays,
shall be included in the above to the ertera authorized
by OW''NER.
11.4.1 Cum of all materials and equipment furnished
and in.,�rporate I in the Work. including costs of
mmspnnahon raid storage thereof: and Suppliers' field
services required in connection therewith All cash
discounts shall accrue to CONTPZA TOR unhss
OWNER deposits funds with CONTR1C10R ryilh
'
which to make payments: in uhich'case the cash.
discounts shall accrue to OWNTiR. :W trade
discounts, rebates and refunds and returns from sale of
surplus materials and equipment shall accrue_ to
OWNER and COV'rR.A(_,r6R shall make prov�iiions.
'
so that they may be obtained,
11.43. Payrnrnei made by CONTRACTOR. to the
Subcontractors for WiTk performedt or furnished by
'
Subconmtsors_ If required' by OIVV ER;
FJCOCGb-NEP,\L com)i'ri ,Ns1v❑-3 tr67U EtfiticVl
'
dv 01T OF FORT COLLI NS :UOUINCA'(IONS (fCG V .L700n)
CONTRACTOR shall obtain competitive buts- from
Subcontractors acceptable to: CIWNER and
CONLRACTOP and shall' deliver such bids to
OWNER who will then determine; with the advice of
ENG12NEER. which bkk if any; will be accepted. If
any subcontract provides that the Subcontractor is to
be paid on the basis of Cost of the Work plus'a ree,
the SuNontractoes. Cost ofdce Work and Rea shall be
determined'in the shine manner as CONTRACTOR's
Cost, 'of the Work and feeas provided in
panturaphs 11.4, I I _i, t l-6 rind 11.7, All
subcvntiacts,shall be subject to the other pruvisions'of
the Contract Documents insofar as applicahle.
11,44! Costs of special consultants (including. but
act limited to engir>,:cis, architects, testing
laboratories, surveyors.- aiterney.s am(4, accountants)
cmploycd' for cch-ices specifically related to the
Work.
4h3.5. Supplemental costs'inebading the following:
11.4. ;1. 'rho tnaportion of necessay
Innspdirtntion.n'avel and suhsistence.crpensts of
C ON RACTOR'x cniptoypcs incurred in
diu:hrrec o(dutics connected with the Woik,
I1.4.3:'-. Co.* .including transportation and
mamtemanae. of ,ill materutLs, supplies,
equipment, machinery; appliance office and
tempornry facilities at the sate and hand tools not
awned try the workers, which are consumed intho
perfonuance of the- Work MCC] coat less market
value of such items used but not consumed which
remain the property of CONTRACTOR.
11:7-,53, Rentals, of all construction
❑.achiriery and the parts cquipment and . thereo€
whether rented from CONTR-CC:TOR or othersin
accorclance with rental agreements approved by
0%IWUR with the addice.orENGDZ-FR,.and the
costs of transportation: loading, unloridine,
Installation, dmntantlum and removal theteof—all
a7 aecor.Lmnce ryith timii cif void rental
tc,reem.enta The rental of any Such equipment,
machinery or parts .shall cease when the use
'thereof is no longer necessary for the Work.
11.3.5.4. Sales, cunsumer,'usc or similar_ taxes
related to the Work and 'tier which
CONTRACTOR is liable, imposed by Laws anti
Regulation.
11 ' 5.5. Deposits lost, Ibr causes other than
neAerice. of CONMACTOR tiny
Subcontractor or anyone directly or indirectly
employed by uny or them. or for ivhosc acts any
of them may be liable, and royalty payments and
feesforPermitspnd licenses.
11.4.5.6. Lorne; and damags (and related
expenses) caused by damage to the WWk, notcompensated by instaanec or otherxise. sustained
bj• CONTRACTOR in ccinnection with the
They also recognize the delays, expenses and difficulties involved in proving
in a legal proceeding the actual loss suffered by OWNER if the Work is not
completed on time. Accordingly, instead of requiring any such proof, OWNER
and CONTRACTOR agree that as liquidated damages for delay (but not as penalty)
CONTRACTOR shall pay OWNER the amounts set forth hereafter.
1) Substantial Completion:
One Thousand Dollars ($1,000.00) for each calendar day or fraction
thereof that expires after the One hundred and thirty (130)
calendar day period for Substantial Completion of the Work until
the Work is Substantially Complete.
2) Final Acceptance:
After Substantial Completion, Five Hundred Dollars ($500.00) for
each calendar day or fraction thereof that expires after the forty-
five (45) calendar day period for Final Payment and Acceptance
until the Work is ready for Final Payment and Acceptance.
ARTICLE 4. CONTRACT PRICE
4.1. OWNER shall pay CONTRACTOR for performance of the Work in accordance
with the Contract Documents in current funds as follows: Six Hundred Seventy
Thousand Eight Hundred Forty -Two Dollars and Seventy -Five Cents ($670 842.75),
in accordance with Section 00300, attached and incorporated herein by this
reference.
ARTICLE 5. PAYMENT PROCEDURES
CONTRACTOR shall submit Applications for Payment in accordance with
Article 14 of the General Conditions. Applications for Payment will be
processed by ENGINEER as provided in the General Conditions.
5.1. PROGRESS PAYMENTS. OWNER shall make progress payments on account
of the Contract Price on the basis of CONTRACTOR's Application for Payment as
recommended by ENGINEER, once each month during construction as provided
below. All progress payments will be on the basis of the progress of the Work
measured by the schedule of values established in paragraph 2.6 of the General
Conditions and in the case of Unit Price Work based on the number of units
completed, and in accordance with the General Requirements concerning Unit
Price Work.
5.1.1. Prior to Substantial Completion, progress payments will be in the
amount equal to the percentage indicated below, but, in each case, less the
aggregate of payments previously made and less such amounts as ENGINEER shall
determine, or OWNER may withhold, in accordance with paragraph 14.7 of the
General Conditions. 90% of the value of Work completed until the Work has
been 50% completed as determined by ENGINEER, when the retainage equals 50 of
the Contract Price, and if the character and progress of the Work have been
satisfactory to OWNER and ENGINEER, OWNER on recommendation of ENGINEER, may
determine that as long as the character and progress of the Work remain
Section 00520 Page 2
performance and lumishing of the Work Cewept
losses unit damages within the deductible,amounta
of property insurance established by OWNER in
accordance with pmagrtph 9), provided they
have resulted from causes other than dic
pegligence of c;Qf�7TK.aCI;OK,: any
$ubcontrcctor, or anyone directly or indirectly
employed by any of them or for whose acts any of
them may be liable. .Such lasses shall include
setticmenis made with the writicn consent and
approval of OWNTR No such losses, damages
and ecperiscs shall be include�tl in the Cost of the
Workfor the purposa of determining
CONITP ACTOR's (cc. LC however. any such loss
or damage requires reconstruction and
COLQ*TRACTOR is placed in charge thurcor,
CONTRA(:rOR shell he paid for servacc;" a fee
proportionme to chit stated in pram.poram. ph 11.62
11.4.5.7. The cost of utilities, fuel and sanitary
facilities at the site.
II.4.5.3. Minor expenses such..ns wlegrams,
Ions distanea telephone tills, telephone service at
the site, e.%pressaec.and similar petty cash items in
aanncctionwidi the Work.
11..4.59. Cost nfpremiuresfor additional Bonds
and itsttrahce reyilired because of changes in die
Work.
I I _:. The term Cost of the Work shall not include any of
the rollowuig,
Ilja. Payroll ousts and other compensation of
CONTiL\CTOR'.s officers, excoutives, .pruicipals (of
partnership and soils proprietorships); general managers,
crxineers. arcfutects„ estiniators..attonieys, .auditors,
ad;ountants: purchasing and contracting iagents,
expediters. tunckeepers, clerks and other personnel
employed by CONTRACTOR whether at the site or in
COI47RACTOR's principal or a branch oboe for
general adtnirustration of the Work and not specifically
included in the agreed' upon schedule of job
elassiticmions referre,l to in paragraph 1 I.S.I or
specifically covered by parngraph I IAA=adl of which
are to be considered a(Iuuustritive. costs rxn•ered by time
CO,NTRL�CTOR's fee.
Expenses of CUVTRACTOR'5. principal and
branch offices other than COV172\CTOR's office at
the site. - -
t 1:5.3. Any part of CONTR-ACTOR's. aipital
expenses, including interest on CONTRACTOR'S
capital employed for the Work and charges against
CONTRACTOR fordelintjuent pdyments.
11.5.4. Cost of pmmiunis fur all Bands and fur all
'in urance whether or not CONTRACTOR is required
by the Conuact Documents to purchnaxand maintain
the same (ceccpt Fcr.the frost of premiums covered by
subparagraph 1 L4.5) above).
rJCOC 6E:�EP 41, C'GNL'•ITCOh'S 191 V-S t 1999 Hifilitty
re/ CITY OP FORT CUED SS MODIFICATIONS (RLiV J40nu I
11,5.5, Coats due to the negligence of
CONTRACTOR, any Subcontractor, or anyone
directly or indirectly employed by. anv of them or for
whine acts any of them may beliable; including but
not limited to. the correction of c4ret•lne tVork.
disposal of materials or equipment wronely supplied
and making gtxid any damage to property,
. Other overhead or eencral.expense costs of
any kind and die costs of any item not specifically and
expressly included. in para' *pi Lt 4,
II_6. The CONTRAc7rOR's fee allowed to
CO?,TI'RACTOR fur overhead and profit shall be
det.emitned as Followsr
11.6, I, a muluully acceptable heed fee: or
11.6.2. it it foxed fee is .not agreed upon, then -a ICc
ha ed on the following percentages of the various
portions of die Cost of the Work:
11.6.23, fin' costs incurred under
paragraphs; "11 J.I. and fl':�J:', the
CONTRAO'OR's fcc shall he fifteen percem
I l,g.11_. for casts incurred under
paragraph l 1.43; die CONTTPsV-17OR's.fee shall
be five percent:
11.63 t. where one. or more tiers of
subcontmctsare on the basis of Cost of the Work
plus -a fee and. no fixed fee is agreed upon. (Fie
intent of pimgrnphs f 1:4.1. 11.4 "_', 11.4_3 and
11,611 is that the- Subcontractor who aearalh•
perf6rm.^.,or furnishes the Wort:, at whatever tier.
will' lie paid a ree of litteen percent of the costs
incurred by such'Subcontrsctor under paragraphs
I t A l and I I A- and ttcn any higher tier
Subi;omnuetor and CONTR:\CTOR will each be
paid a fe1'.-o€-fiva-percent-of-tha-amount-piid-to
then,:xt-powcrtier-Sebcantrsctor-to be negotiated
in gad faith with the OWNER but not to"excted
five percent of the anioum an id to the net looser
tier Jubct?rttfaccyx,
11.6.1 ,4. no tee shall be pa}able on de basis
or cosis itemized under. paragraphs 1IAA 11 J.5
and I I.S:
11.615. the amount of credit to be allowed
by CONTR.AC'rt7R to OW`'ER liar any change
which results in a net decrease in cost will be the
amount of the actual net decrease in cost plus a
deduction in C'ONTIt\CTOR's tie by an amount
equalto five percentorsuch net decrease; and
11,6:=.6. when both additions and credits are
involved in any one chmue., the adjustment in
CONr'RACTOR's fee shall be computed on the
basis of the net cfninge in accordance. with
paragraphs I L6,11 through .11.6.2.5.. inclusive.
11.7. Whenever the cast of any Work is to be
�5
I
d
1
[1
1
11
detenitined pursuant to ioragraphi 11-4 and 11,5.
CONTRACTOR will establish and maintain record;
thereof in accordance w•ith.tienerally accepted accounting
practices and submit in funnacceptable to L•NGFNEER an
itemized cost breakdown together with supporting data,
Cush .-l!!rm'unces:
1 I.S. it is understood that CONTRi\CTOR has included.
in the Contract Price all ulluwances so axtmed in die.
Contract Uocumrnts and shall anise,. the Work so covered
to be furnished and. performed fur such sums as may be
.acceptable to OW IFR and ENGINEER:. CON'I'RAC>l'OR
agrees that:
the allowances include rile coast to
COINF AO\ OR (less any applicable trade discounts)
of materials and equipment required by theallowances
to be delivered at the situ, and all applicable taxes; and
CONTRACTOR's costs for unloading and
handling on the site, labor,. installation costs, overheniL
profit and -other expenses contemplated dim the
gllowances have Nen included in the Contract Nice
and n>_t in the allowances and no demand for
additionarpayment-on account of any or the foregoing
will be valid.
Prior to Brea payment. an appropriate Change Order will Ix
iresued as recommended by h'NOINEF..it to relleet,actuai
amounts due CONTRACTOR on ❑cauint of Work covered
by allownnccs, and the Contract ,Price shall be
correspondingly adjusted.
I1.9., Unit Price Workr
1 19J. Where the Contract Documents provide that alI
or part of the Wort; is to be Unit -Price Work, initially
the.Contract Price will be deemed to include for all
UniL Price Woe; an amount equal to the sum of the
established unit prices For Lich i;eparntely identified
item of Unit Price Work times the estimated quantity
of each item as indicated in the :lareenicnt. The
estimated quantities of items. of Unit. Price Work arec
not guaranteed and are wlely for the purtsose of
comparison of Bids and determining an initial Contract
Price. Determtnntiom; of the actual giiantitics. and
classifications of Unit Price Work performed by
CO-NITCLAC:TOR ivll be made b_v L.NGUNEER in
eccortlance witli cent,gnph 9.1 o.
I I.M. Each unit price will be deemed to include an
amount considered by CONTRACTOR to he adequate
to cover CONTR.ACCOR's overhead and profit fox
each sep,arntelY identified itenP.
I C.o. OIv;sITR ur ('ONrtLACCOR :maiv make it
claim for an adjustment in the Coraract !rice. in
accordance with Article I 1 d'.
11.9.3.1. the quantity of any- item of Unit Nice
Work �rfemtcd by C_'O� TRACTOR differs
matcriall``y and sipdicandy from the estimated
quentiry of such item indicated in the _Agreement;
EXDC UENE!Lk; COM)l nONS 19101 0'aW Editinti
�! tar CITY Or FORT COLLI%SMODIPICATIOM'jtEV 4,]1)(11)
and
11,932 there is no corresponding adjustment
with respect to any other item of Work; and
119.3=. if CONTRACTOR believes tint
CONTRACTOR 'is entitled to an,inerease in
Contract Price as it result of lt<•tvine• incurred
additional expense or O\0'SZR believes that
OWNER is enitdcd to a decrease in (:UnLr•act Price
and the parties. are unable to aS'.ce. as to the
.amount of anv such increase or decrease:
Ili9:3:d. •CONTRACTOR acknowledges that
the OWNER has the ri_ht to add or delete items in
the Hid or change quantities at OWNER'S sole
discretion without affedim; the Contract Price of
anv remotions; item so lone as. the deletion or
.addition does not exceed nyenty-live Nruent of
ihc,ori> innl total Conamct Price
ART IC L Fi t?—CFI VN(. F. OF CO:N'rit: kCT *l:L\1ES
1=.I. The, i_entm;:t Times (or I\dilestores) map only be
changed by a'Chinge Order or a Written Amendment.
Any clami for an idjustment of the Contract Titres (or
Milestones) shall he based on w•rinen notice delivered by
the party ranking the claim to die other party and to
HNIOIFIFFR promptly (hut in -no event later than thirty
d;iF) after the occurrence of the event giving rise to tliz
claim and suiting die general pgture of the chum. Notice
of the extent of doe claim with supporting data shall be
delivered within sixty days.after such occurrence (unlets
ENGINEER allows additional time to ascertain more
accurate data in support of the claim) and shall. be
accompanied by the clairnatifs written statement that the
adjustment claimed is the endre adjustment to -which the
cla•anant has reason to believe itis entitled ir, a result of
.the occurrence of saidevent. All claims for adjustment in
the Contrwr Tunas(or ::4Gle3tones)'shall be determined by
13KO NEF.R. in accordance 'with paraaraph9,11 it
OW NTR and CONTRACTOR cannot otherwise agree.
Noclaim for an adjustmem,.in theConvrct Times (or
NCtkstones) will be valid if not submitted in acccrdrrice
with the requiremenLs of this paratg'aph t 1 1.
1 2:3. All tine limos stateil in the Conimctaxtimerim
tree of dle eswrke of the.Afireement.
t_'.3. Where C(__NTRACfOR is prevented from
completing any part of the. Work within the Coronet
Times (or Milestones) due to del ry bevonl the control of
CO. iT IL\GTOR; the Contract Times (or d ldestons) .will
he extended -in *an amount. equal to time lost dire to such
delay if a claim is .made therefor as pruvidLd in
purugliaph 12.I. L)Clays beyond the control of
CONTRACTOR shall include, but not be lirmited to, al:1.S
or neglect by Olt NTR, acts or negket of utility owners or
other contractors perfomimg other work as contemplated
by Article 7. fires llotds. epidemics. abnormal weather
conditions. or acts of CGcd. (Vayfl,artribumble to and
I
within the control of n Subcontractor or Supplier slmll be
deerned to be delays within the control of CONCR-ACTOR
1 2A Whae.. CONTRACTOR. is prevented front
cumpleting any part of the Work within the Contract Times
(or ,Nlilestones) due to delay beyond the control of both
OAA'NER and commACTOR an extension ,of the
Contract':Tinws (or Nliilestenes) inan amount equal to the
time lost this to such delay shall be CON'TRACTOR's sole
land exclusive remedy .tor such delay. In no event shall
OWNTR be liable to COIITRRACTOR any Subcontractor,
arty Supplier. any other person or organization. or to any
surety for or employee or agent of any of them, for
damages arising cut of or rcsultim, from (i) delays caused
by or within the control of the CONTRA(.-1.OR, or.
(ii) delays be:vond the control of bpth parties including, but
not limited W, tires, floods, epidemics: abnormal weather
condition, acts of God or acts or neglect by utility owncrs
or other contractors perform ing other work as contemplated
bN-Article 7:
,1R'rTCLE 13-= ENI'S AND UNSYECTIONS;
CORRECTION, RKNIOVAL OR r\CCEPT.4NC& OM'
D JI-F F,'(,.T 1 VE• W O R K
U.1. ,Volice of Defects:
.Prompt notice of all ckfecrive Work of which OWNER or
ENGINEER- have actual knowlech3e will be given to
CONTRACTOR All' defective Weak may lw rejected,
cgrr c4 or acccptccl ns prov ided in this .article 13.
lccecv to It`rirk:.
13.2. OWNER DiG[NEER LNGLNEE•R's Consultants,
other representatives and personnel of OWNER
independent testing; laboratories drat govenumntal agencies
with jurisdictiuml interests will have access.to the Work at
reasonable —times Car their observation, inspecting and
testing. CONTRACTOR sliall provide them proper and
sate conditions for such, accms and advise then of
CQNTRACT.OR% site safety procedures and programs so
that they may comply therewith as applicable.
T'ews and Inspections
11?: CONI'R•ACTOR shall give ENGINCER timely
notice of r aidiness of die Work for all required inspections,
tests or approvals; and shall-weperate with Cnspectiorcund
Testing personnel to facilitate reyuireJ.inspcciions or tests.
134. OWTdER shall employ anti pry for the services of
an independent testing laboratory to perform all
inspections, tests. or approvals required by the Contract
Documents except:
13.4.1. for inspections; tests or npprovak covered
by paragraph 13.5 below:
13.4.2. that costs incurred in comtcetion with tests
or impcctiom conducted .pursuant to poracyn, pli 13.9
MDGiiESER:IL CGNUIT(ONS 1910-3 t1990 Eefilitnl
WC! IY OF PORT COLLINS MODIIIC'A'RONS ttttl'y.t�^fHIUI
I.,elow shall be paid is provided in said
paragraph,13:9_ and
13 a.1 as otherwise specifically provided in the
Comma Documents.
13.5: If Laws or Regulation of any public holly having
jurisdiction require any'Work (or part dtereot) specifically
to be inspected tested or 5pproved by,ah employee -or
other repiesentative of yuch public body. CON TItACI'OR
shall assunne full. rzsponsibility for arranging and
obtaining such inspections, testsor approvals, pay all cost;
.in connection therewith, and furnish ENGL\'EER the
required certificates of inspection.. or approval.
CON'TRACI'OF shall aLw IN- responsible for, am. nging
and obtainingandshall pray all costs.in conncction with
any inspections, tests or approvals required fur OWNER'S
and.ENGINEF.R's acceptance of materials ar equipmcnt to
be incorporated in the'Work, or of materials. mix designs.
or equipment submitted for approval prior to
CO?',TRACTOWs purchase thereof for incorporation in
the Nark,
13,0; If any Work. (or the work of others) that is to be
inspcctcdL tested or approval is covered by
(CONTRACTOR without written mricurrcncu aC
ENGINEER. it -must, if requested by ENGINFE'R, be
uncovered for observation-
13.7. Uncovering Work e; provided in paragraph U6
shalI ha at COArtR.AUUOR's expense unless
CON'TRACMR has given F:NGINFER tjnocly notice of
CONTRAC.TOR'sintention to cover the same and
GNGLtiEEIt has not acted with rci uonablc promlitncss in
response to such notice:
Uncovering IV,)rk:.
13:`t: If any Work is covered epnirary to the written
request of ENGMTEER it must, it requested by
Eli TOLNEEB, be uncovered tar ENGINEER's observation
and replaced at CONTR:ACTORN expense.
11.9- if F.NGIINTER considers it neciczsary or advisable,
Ilmt covered Work be obuo+,d by GtiGti`+-EFP, or
inspected or .taxed' by others. CbNTRACTOR, tit
ENGENiEEp s request; sf.all uncover, expose or otherwise
make available for observation, inspection or testing; as
12NICM—Ek may require, that portion of the Work in
question. tarnishing all na'essary labor, material and
equipment If it is found that- -such Work is defective
COpifRACTOR shall pay all claims, costs, losses and
damages caused by, arising out of or resullin from Such
unwveriou exposure; observation, inspection and testing
and of Satisfactory. replacement or reconstruction,
(including but not limited to all costs of repair or
replacement of work of others)', and OWNER shill be
entitled to an appropriate decreasein the Contract price,
.rod if the parties are unable to ugrce as to the amount
thcreoll may make a claim therotor as provided in
Article 11. If, however. such Work is not found to be
dZPctive. CONIITRAMUZ shall be allowed an increase in
�hc Contract Price or un extension of the'Convact 'Times
(or Milestones), or harp, directly attributable to such
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tmeovering. exposure, observation, inspection, testing,
rcphicement and reconstruction; and, if the parties are
unable to narce as to theamount or etent thereof.
C'C>:NTR4tTOR m:nymakc a claim theref'oraa,providcd in
.Articles I l and 12.
0TPWFR :lft v Stop the 1 {%ork:
13.11i; lfthe Work is if{fecaw, or COI\rl'RACTOR.[ails
tusupply sufficient skilled workers or suitable materials or
equipment; or fails to fumish orperform the Work insuch a'
way thatttie completed Work willccnfamt to the Contract
Ducumentc'OWNER may order CONTRACRDR'to,srrip.
the Work, or any portion thereoC. until thc-causc for ouch
order Kris been elimmoteet hrnvcver, this right of OWNER
to -stop the \Vork shall notgive rise -to any duty on the part
of OWNER to exercise this right tar the 'benefit of
CO ;TRACTOR ur any.surery.or either party.
Correction or Rentoral ofDefeetive Work:
13.11. If required Iry.Fi?GINEER. CONTRACTOP shall
.promptly;. as dirccted, either Correct all defective Work;
whether.or not fabricxael installed or wnipleted, or, if the
Work has been rejected by HNGHI IF.FR, remove it front the
site and replace it with. Work that is not ttepc(ive.
CO\rR'ACTOR shall pay all claims, casts. losses and
damages caused by or resulting from such correction or
rimuvnh (includirt_ but not loaned to all. casts of'r4mir or
rcpinccment.ofworknfnthcrs),
13; 12.. Correction Period:
13.11,I. If within Ono %'On two vcars'aftcr the date of
Substan6l Completion or such longer period of time as
may he prescribed by Lem, or Regulation, -or by the
terms of any applicable,spwal guarantee required by
the Contract DaCmnentS or by any specific provision of
the Contract Documents; any Work is found to be
:lefevint e; CONTRACTOR sha It promptly, without cost
to OWNER and WE accordance with OWIARs writich
instructions: (i) correct such eefective Work, or, if it has
been rejected by OWNER', remove. it t?bnt the site and
replace it with Wort, that is not &,fictive .and (ii)
satrstscorily correct or remove iml replace an: damage
to other Work or the work of zithers resultingtheretrom,
If CONTRiTTOR does not promptly comply witli,te
terms of such in:amctions, or in an emergency where
May would cause Serious rule of less or dumaue,
QWJN -R may have the rkfective Work corrected or the
rejected Work renewed aril replaced, and all claims;
costs, losses and damages caused by or resulting from
such removal and replacement (including butnot
limited to all costs of repaii or replacement of work of
others) will be paid by CONTRACTOR_
1112:2. In special circumstances where a liuriicuhv
item of equipment is placed in continuous; service,
before Substantial Completion of all die Wu& die.
correction period for that item may start to ran from an
Barba .Fate if so provided in theSpecifications or by
Written Amendment
t I3_3; Where de entice Wod.:. (mid. damage to other
28, Ucct�rt u.cofsuini,xstvtux(1<190E06m)
to an• oil-• voter Cotes \s ntouu IC:cnom; (Iirt' a miap
Wort, resulting therefrom) has been corrected,
removed or rep. laced under this,pamtt_ttrtph. 13;12; the
correction period hereunder with respect ty such Work
will be c;xtcnded for an additional period of E>fro-year
twd years alter such correcuonor removal and
replacement has been satigfa(aprily completed,
Acceptanceof.Di/ecrrvc Nark:
13.13.. If. instead of roquirmg correction or removal and
repl4cement of ele(acilvd Work, OWNT-R (oriel„ prior to
ENGEVEER's recommendation aC fine( payment also
K*NGINEER) prefers to accept it, OWNER. may do so.
CONMACTOR Shall pity all claims, Costs. Ickes and
danmees atirihutable to O\VNFR's' evaluation of and
detemhinatiomto accept such rGfctive Work (such casts to
'be approved by F:, l(IhNEFR".asap rrtsorctblrne>,$). If any
such .acceptance occurs prior in Fps?G NF. ER's
recommendation of finul pt}anent. a Change Order will be
issued incorporating 'the necessary revisions in the
Contract .Docurunts with respect to, the Work: and
OWNER %hall Is. entitled to an appropriate decrease in the
Contract Pricc, and, if the parties are uiahle to pvgroc as to
the amount thereof, OWNER may make n claim therefor
as provided in Article I L If the acceptance occurs after
:tooth rccrnnmendmion, fah appropriate. amount will be paid
by CONTR:\Cfok to OWNER
OliVER 31rtp'Correct Defective Work:
13,14. If CON'1'I:AC fOlt fails within n rcasonabld time
after written notice from ENGINEER to correct dafectFvz
Work or to remove and replace rejected Work as «quired..
by GNGI{ lFPR in accordance with psraerpph 1:+;1 t „qr if
CON71Z,ACTOR tails to perlonn the Work in accordance
with the Contract Docttments. ar if.CONTR:\CTQR fails
.to comply with any titer provision of the Contract
'Documius, OWNER may; -after seven days' written
notice to EOVTT•L\CPORI correct. and remedy any such
deticiuhc,v. In e:xrcising the rights. and remedies urhdcr
this paragraph OWNER iihall proceed npediitiousty. In
Connection with such -corrective and .remedial action.
OWNTER may exclude CON-MWTOR from all or part of
the site, take possession of all or part of die Work, and
.suspend CONTRX7R's servic& related thereto. take
possession of COi`.'TRJkC.TOR's tools, appliances.
Construction &Iuipment andtnachinety at the. site and
incorpnratn in the Work allmaterials, and equipment
stored at the site or for which ONN'ER has paid
CONTR\CCOR but which are stored elsewhere.
CONTRACTOR shall ailcriv• OWNER OW ERs
representatives, agents and employees. O\Wi ER's other
contractors. and ENGMER and sONC.!,?EGRs
("onsultants aeccs; to the site to enable O\Wi ER to
exercise the rights and remedies under this parnpaplt All
claims, costs; losses and'diumages incurred or sustained by
OWPIER in oscrcising such rights andremedies will be
chapxd against CONTRAiu TOR and a Chan e Order will
be issued- incorporating the necessary revisiuns in the
Contract Documents with respect to the Work; and
OWNER'shill be entitled to an appropriate decrease in the
Contract Price, and, if the parncs arc unable to ogee as to
the amount thereof. OWNER may make a•claim therefor
as provided in. Article '1 I. Such claims, casts, homes and
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damages will include but not be limited to all costs of
repair 'or replacement of work of others destroyed or
damagedby correction removal or replacement of
CONITTCACTOR's eleleclnu Work. COT-R:\CTOR hall
.notbe allowed an extension of the Contract Times (or.
\•tilestones) because of tiny delay in Ivrformnnce of the
Work attributable to the exercise by OWNIM of OWNERS
rights and remedies hereunder.
ARTICLE 14--PAY.\LE.N US TO CONMACTOR AND
CtOAIPCETION .
Schedule of Values:
14.1. 'nccschcdule of valuescstablished as provided in
paragraph 2.9 will sent as the basis for progress paN-mcnts
and will be: ineorpomtcd into a tort of Application for
P•aymem acceptable to ENGF\, TER. Progress Payments on
account of Unit, Fria Work will. he based on thenumber of
units completed.
IPPlirnrioefor Progrecv P, patent:
14:2. At leas twenty days )fore the hate established for
each progress payment (but not more often thanonce .a
month), CONMACTOR"slcall submit to L�IGCtMLR for
reviav m Appliuntion fur Payment filled outancl: signed by
COW I'RaG'I'OR covering flu Work. completed as of the
date of the Application and accompanied by such
supporting decwnen[atibit as is required by the Conflict
Documents If payment is roqucked on. the basis of
materials and equipment not incorporated in the Work but
deliverer) and suitably stored- at the site or at another
location agreed to in writing, the Application for I'.aymcm
shall also be accompanied by a bill of sale, invoice or other
tloaimcntauon warranting iliat O\k'NER has received the
materials and equipment free and clear of fill Liem and
evidence that the materials and equipment err oobered by
appropriate property -insurance and other tumngements to
preset OWNER's interest thereat all of which will be
satc:fautory to OWNER- The amount of retainagc with
respect to progress payments will lx as stipulated in the
Agreement. Ara• funds that are %ithheld by the OIVNLR
shall not Ix subizct to substitutio by the CONTRACTOR
with securities or amv arrmeemerus involving_m escrow or
custodianship._[3p ereculirA_!hg-applianion for Ixuymrril
form thee.CO\rf2\CTOR expressly waives:his debt to the
benefits of Colorado Revised Statute& Seuion'24A1'-101,
el xu:
COAMICTOR's Ncrrrrrnry of'Tider
14"_i_ CONTRACTOR warrantsanddgldam tees: that title
to all Work, materials and equipment covered by any
Application for Paynnent, whether incorpirited in the
Project or no(, will pass to OWNER no Inter than the time
of puyrrwm Tice and clear of all Licru..
Renew ofapplicatiaru•for Pra4vecv Payment
14.4. ENODNEER will. within ten okays after raxtpt of
"tell .applicnzion for Payment, zither indicate in µ•rium- a
fJCoegE:,ERAL eON1L 19 10; 11*l WtiaU
ut❑lY Or-fOt TCY1ttt P.S\[Golf!CArtONS i EV,W0001
recomme Wion of payment and present the Application
to OX%NER; or return the Application to CONTRACTOR
indicting in writing CNGIfER'sreasons for refusing to.
recotimicnd,payment. In the latter case, CONTR.AC'TOR"
may make the necessary corrections. and resubmit the
Applie:ation. Ten days after presentation of the
Application for Payment to OWNER with LIIGNEERs
reconuuenda&m du'tuuouut recommended will (..subject
to the provisions of the last sentence of paragraph 14.T)
become due and when due will be paid by OWNIER to
CONTRACTOR
14.5. FNGINEER's recommendation of any payment
icquested in. an Application for Payment will constitute a
representation by EiiGIUEER re ORNER, based on
1,0GNFER's on -sire obiscrvatiors of the executed l4ork
"as an exxncnccd and qualified desigri prolessionel and on
F:NGINEF.R., review of the Application for Payment and
the accompanying data and schedule5.•that to the beat of
FNGINEF:[: s kngwlcdgc,-intimation and belief:
14;i.1, the 'Work has progressed. to, the feint
indicated,
14.511 the quality of the '.York is generally in
accordance aith die Contract Decutncnts (>uhject to
an evaluation of the Work xi a limetioning whole
prior to or upon Substantial Completion, to the results
df any subsequent. tests called tier in the Contract
Document., to :a final de:tertimation or. quantitica and
clasiticitions for Unit lri:e Work under
pamgrnph 4.I0. and to any other' qualifications stated
in the recommendation), and
14,53. the conditions precedent to
CONTRACTOP" being entitled to such payment
appear to have been fultillcd insofar as it is
ENOLYEERs responsibility to observe the Work.
.However. by recommending any such payment
E?IGL`+TER will not thereby be deenect to have
represented that: (i) txhaustive or continuous on -site
uup,ections have bcm .nacre. to check the quality or the.
quantity of the Work hyond the reslmnsabilnics
Specifically asiyted to LNGly-EER in tare Contract
Documents or (it) that there may not be:.other matters or
itu s between the Irtici that miglt entitle
CODITR_\CCOR tobepaid additiomilty, by OWNFIZ'6r
entitle OW: SLR to withhold paymrnt to CONT'CL-\CTOL
14.6 E1\iGRvT:ER:s recommendation of any payment,
including final payment, shall not mean that ENGLNEER
is responsible for CONTRACTOR's memos, methods.
techniques, sequences or procedures of construction or
.the safer: pre(;autions and programs incident thereto, or
for env Cuilure of CON TRACTOR to comply with. Laws
and Regidationi: applicable to the fumichimg or
performance of Work or for any Cailore, of
CONTR-ACto perform or f rnish Work ui
accordance with the ContnictDocumerim
143. ENGINEER may refuse to recommend the whole
or any part of any payment if. in E\ONTER's opinion, it
would he incorrect to make the rcl rdsemarions to
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CAIVN'ER referred to in,lvnraagraph 1.4,5, ENGLe:-ELR may
also refuse.io recommend any Such pity men . or, hecause,of
soubsaqucntly .discovered evidence or the results of
.Subsequent inspections or tests• nullify.any'such payment
previously recommended to such extent as may be
nccess5rs•• in ENGNFFiR'g opinion to. protect OWNER
from lossb=use:
14.7.1. the Work is cfejectiye, or completed Work has
Ltiendmnaged reyuirins eotreclign or ceplacentent.
14.7?. the Contract Price has been reduced by
Written Amendment or Chaotic Order,,
143A. OWNER has been required to correct,
,U)f griVe Work or complete Work. in accordance uith
paragraph 1114. or
14.7.4. I:DIGNEER fcis, actual knowledge or the
occurrence of'any of *the ac'nts cnun entcd in
'paralSaphT, 15,'=:1 L&u•Jh l_.2.4 lnclusivc,
OW',,tER may, refuse to make payment of.thc full amount
ra'nm acnded bvENCiIiJEER bit use'.
14.7.5; claims have been made ,agairtit OWjiER on
account of CONTItACCOR's fxrfominncc or banishing
of she tVork,
14 To. Liens have been fled in connection with the
Work, except where CONTRACTOR has delivered a
specific Bond satisfactory to OWNER to secure the
smisftitfon and discharge of such Lienti,
I4.7:7. there are otheritems entitlina OlV\rF.R to a sM-
otTaeai ist the Amount reconi nonded, or
14.7,8. OWiNEt .has'. actual knowledge of the
occurrence of an, of the events enumerued in
paragraphs 14.7,1 through 14,7.3 or paragraphs 15=:1
through I i:2A inclusive',
but OWNER, must give. C'.ONCICKTOR unmttfiatc
written notice (with a copy to F Cr1MiFR) ageing the
reasons for such action and promptly pay CONTRACTOR
the amount so withheld or an4 ❑djustment thereto agreed
to by 0\VNE•R and 7 CONTRAC_TC4L when
CON71ZACTOR corrects- to OWNER:'s satisfaction the
reasons Cor such. action.
Suhtirineal Cdarpletion:
14.S- When CON'rR.AC'_`rOR,consiticrs the entire Work
riatdy for its. intended use CONTRACTOR shall notify
OkVtiTiR and. ENGINEER in writing that the entire Work
is substantially completekxcpt for itemsspecifically
listed by co,, TR:\CrOR as iricuniplete) and rer-Ju st thin
ENGNt-ER issue a ccxtiticate of Substantial Completion.
Within u rcasonuhlc time thereafter. O\VDtL'R,
CONC RACTOR and DTGL\[ELR shah l make an inspection
of the Wcrk to determine die statues of completion. If
F.NGIVEF;R. does not consider the Work substantially
complete. GeIGINEE2 will notify CONTR-\i_TOR in
writing giving the reasons there6ir. If ENGINEER
E1Ct)CGESEFLILL CONU1 rKINS 19 [n Y tIJrt Et6unll
'rj ttri7lYOFFORr COLLINSAIOOIFIC.-CCIONS!REV•ICarNI)
considern the Work substantially complete, ENTGI>EER
will prepare and deliver to OW\fER,a tentative certifcre
of Sub Lmtial Completion which Shall. .fix: the date of
5ubstanua6C'omplelion. There Shall le attached to the
certificate a tentative listof itemsto be completed or
coir&wd Wore Final pp'avmznt. Cjtv\rER r.hsll have seven
.days after receipt of the tentative certificate during which
'to make written: objection to. ENGLNEER asto any
provisiorts of .the certificate or .attached list. .If, ;after
conaidcrine•such objections. ENGINEER concludes that
the Work is not.subsutntiitlly cotnplete.'LNGI IFE-R. will
t'ilhin fourtccn dAVS after submission of the tentative
.certifeme to OWAR notify CONfR uroR in writing,
surtirt•_ the reasons therefor. H. alter consideration. of
0Wi,fPR's objections, ENGINEER eonvders the Work
:sulistaritially complete, FNGIWL I-,R will within .said
:fourteeri days execute and deliver to OWNER' and
CONTRACTOR a definitive ccrtiticrtc of $ulistandal
Completion (with.0 revised tenmlive list of items to be
eonipktcd or eixrected) rdleeong such changes from tlx:
tentative Certificate as ENCr 1IVEER believes justlhc_d alter
consideration of any objections from OWNER. At the
time of delivery of the tentative cotilimte of Substantial
Completion ENG(NEER will deliver to O\tidER. and
CiO,ll'IL\GTOR:a wriaen recommendation .is 'to division
or rspomihili6es pending final payment between
OWNER and C e)NTRA(;COR with rispect'to s,:curi[y,
operation, safety,•maifacnancc, heat_ utdities,.insurancc
and warranties .;Intl guarantees: Unless OWNM and
C-'ONTKACrOR-agrec otherwise in writing andso inform
ENG,NEER in writing prior to ENGINEER's issuing the
dcfinitivc. certificate of Substantial Completion,
E\tGINEER's aforesaid reconmendntioti.will.W butding
on OWEVER and CONrRAC: rOR until final pay njenc
14.4, OWYCR hall Bare the right to exclude
CODCfR,1CTOR from the Workafter the date of
Substantial Completion. but OWNER shall. allow
CON ITR\CTOR reasonable aea:ess to CompleteCycorrect
items on the tentative list-
Prurial Utilimtian:
14.10 Ilse by OIbNT:R at [4\lis'FR's option of any,
suCL iantnlly,cumpleted CZarr of the Work,. which. (t) has
ipecitically been identif ad in the Contract Docuritents_ or
(if1 O11"t"ER, ENGNN=. and CONLR:\ 70R, agieo
conslitules a separately functioning and usable part of the
\Vork that can be used by•OWNER' for its intended
purpose without sicnihcan4 interference with
CONTRACTOR'S rcrl'onnance of the remainder of the
Work. may. be accomplished prior to Substantial
Completion of all the Worksubject to the Collowing:
14.111.1.OWNER -sit anti" time may. .request
CONTRACTOR in waiting to permit OW'N!-R to use
any such part of the Work which OWNER believes to
Le ready for its intended u .. and substantially
complete, IFCONTRA(frC)R agccs that such part of
the Work is substantially complete, CONTRACTOR
will certify to OWNTER and L•-DiGINEER -thatsuch
part of the Work is suhstantially complete and request
ENGEMME•R Lo issue a ccrtiticale cif Substantial
Completion far dial part of the Work.
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CONTRACTOR at arc time may notilb OWI T, R and
E\GINZT.R in writiri thatCONTRACTOR considers
any such part of the Work ready for its intended use
and subsiantially complete and request ENG ENE- ER to
issue a cerificzite of Substantial Completion for that
pan of the Work- Within a reasonable time after eidier
such. request. OWNER COWMACRDR and
i :G1T,TER shall make an irspection of'that part of
the Work to determine its status of. complelion. If
ENGINEER floes not wrisider-d utpart of the Work to
be subutamially complete. ENOLINIEER will notify
ow\`ER and CONTRACrOR-in writing _nviny the
reasons therefor. l[ ENGN6-F:R considers Thai par[ of
the Work to be substantially eomplcte, the provisions
of pwrgrnphs 14.0 and 14.9 will apply with re_spert to
certification of Substantial Complction of that part of
the Work and the division of responsibility imrespect
thereof and access thereto.
14JO.=. No occupancy or cparaw operation of pan
of tie- Wark will be accomplished prior to compliance
withthe requirements of Famgmph 5,15 in respect of
property insurance.
Final hispecdon:
14.11. Upon written notice. from C.(.)N'rRAC-TOR that the
entire- Work. or in agreed portion thereof is complete,
LNt1j[N I. will make a (teal mspection with O\\n(ER
and CCJN'fR•ACTOR and will notify (:ON`l`HA(:TOK in.
writing of all particulars in which ibis inspection reveals
that the Work is incomplete or 4%zetive. COM IRAC'I.OR
!Matt immediately take such measures as are necessary to
complete.sitch work.or remedy such deficiencies -
Final 4pp(icotipn for Parnaeet:
14.12:. After CONTRACTOR has completed all such
corrections to the siusFaction of E.:OIi}'EER and delivered
hh accordance with the Contract Dxuments all
maintenance' .and operating atstruction& sche.hiles.
'cuaramces, Dond. certificates or other evidence of
insurance required by paraetaph=.4, cm icates. of
inspection .marked -up record documents (as pinvided in
pamgrnph6.l9) and other documents, CONTRACTOR
may make application for final payment following the
procedure Car progress payments., The rural application for
Payment shall be accompanied (except as previously
delivered) byi (i)all documentation called fair in, she
Contract Davnicnit including but not limited to the
evidence of insurance required by subparagraph .d.13.
(u) consent of the surety. it- any, to final payment. and
(ui) complete and legally effective. releases or waivers
(satisfactory to OWNER_) of all Licns,urisirh, out of or tiled
in connection with the Work. In lieu oC ouch releases or
waivers of Liens and as approved by OWi�iL•It,
COVMAC'-TOR may tiunish receipts or releases in full
and affidavit of CONTRACTOR that: (i) the releases and
receipts imiddc all labor, survictm material and equipment
for which a Lien could be riled. and (ii) all payrolls,
material and equipment bills: and other indebwdricss
connected with the Work for which.OWNFK or OWNERs
property might ai any way be responsible have been paid or
othervyise satisfied If any Suhcgntractor or.Supplier fails
p]CDC i:E"JF]i.1L CGNUI 11O�D i91 U$11'l�l lit�limL
eV/care ov i'oltT LULLIMMMIGI CA rtONS IR-V- MOI)
to l umialr such a release or rcceipt in, wll,
'CONTRACTOR mnv fumish a Bond .or other collateral
satisfactory_to.OWNER to mdcnmily' O%VNER.agaihst
any Liao Releases or waivers of liens and the.conssent of
-the surety to finalize pavrient are. to be submitted. on
forms conforming to the format of the OIVNER'S standard
.forms bound in. the Project manual.
Fingf Payment andAcceptnnce:
14.13 If, on the basis of •EI`IGENCER's observation, of
the Work during construction and fmal irespCction'tmd
ENGINEER's review of the final Application for payment
and accompanying documentation as required by the
Contract Documents, FNGNFFR. is satisfied that the
lVnrk has been completed. and CON'rRAC.-TOR's other
obli_ations under the Contract Documents huve been
fulfilled. ENGUJFFR will within Yen days,alier receipt of
the final :Application for Payment aulicate in writing
E•:NGNEER's recommendation of payment and presort
the Application to OWNT:R fur p vaient. AI: the same
time FNGINFE.R: will also &e vmtten notice to OWNER'
and CWHIZA _TOR that the Work. is acceptable subject
to .the provisions of paragraph L4.1i. Otherwise,
ENGINEER will return the Application to
CONTRACTOR, indicating in writing the reasons for
refusing to recommend final payment inwhich case
CON't-RACTOR shallanakc the neccssirycarrcctions and
restbmit the Application. Ttiiriy days otter prcstntation to
OWi1FR of the Application "anti accompanying
documentation in appropnate form nod substance and
with ENGNE.F.R's recommendation and notice: of
acceptability, the amount recommended by ENGLVEER
will' became due and will he paid by QWNTER to
CONTRACTOR. subicct to imraemph I To 2 of .these
�enzrpl C�n�itigrn;
14.14; IL troue}t to faux of CONiR\C"r0R (coal
completion of the Work is siuuficanlly delayed and if
ENGEJEER so confirms. OWNER shall,. upon receipt of
CONTR\CTOR's final Appiiczition for payment and
recommendation of DIGMER and without terminating
the Agreement. make payment of thebalance due fix that
portion or the Work fully completed and accepwd. Itahu
ramainuig balance to. be field by OWNER for Work not
Cully compleldor correctedhb less thin the reta_inage
stipulated in the Agreement, and If Donets. have' teen
furmshed as required in pame[aph i.l, the written consent
of the surely to the payment of the balance due. for that
portion of the Work fully completed and accepted shall be
submitted by CONTTRACTOR fb CNGCtEEl2 with the
Application fair such pnymenl. Such payment shall be
made under the terms and conditions goveming final
payment. excepe that it. -shall not constituter waiver of
claims.
Wait-& uf Claims:
14.15.. The mukins and acceptanceofGnal payment will
ulnsiifialea
14Ai:La waiver of all claims by OWNER against
CONTRACTOR except, claims arising from
unsettled t.ienr, Croni delecrive Work.nppearim? after
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final itsspection pursuant to pamyaph 14.11, from
failure to comply with the Contract Documents or the
.terms of any special guatantees specified therek or
from CONTRACTOR'S contiman obliLtations under
the Contract Documents; and
14.15.2. A waiver of all claims by CONTRACTOR
agairtst OWNER other than those previously made in
wntii>:; and still unscaled.
.ARTICLE li-SUSPENSION OF WORK .VND
T. EIL\ I LNATION.
OIVNER altry'Suspend'IVork:
1.i.1_ At. uq time mid without, cause. OW'NEmy
saspend'the Work or any portion the2. m
thereof for a perierrlpf not
more than ninety Jays- by notice in writing to
(, Nl'RAGI'OR and RNIGINEFR whii3h will fix the date
on which Work will bz resumed. CGNI'RA(-TOlt.sliall
resume the Work on the date Sao fixed C'Nt'R<ACrOR'
shall be allowed an adjustment in the. Contract Pridi: or an
extension Of time Contract Times or hoti< diaetly
attributable to any such Suspension if CON'M_ACCOR
makes an approval claim therefor as .provided TO
Articled 1, and 13.
01VAY.'R .Uny 'Ternunate:
15.=: Upon the occurrence of any one or more of the
following events:.
15;_'.I, if CONTRACTOR persistently rails to perform
the Work .in accordance with the Contract Dox um�nls.
(including but not limited to, failure to supply sufficient
skilled workers. or suitable materials or equilmhent or
failure to adhere to the progesv schedule established
under p;tragmph 2,9 as adjusted front' time to tune
pursuant, to pangaraph6.6)•,
15;2:1 if CONTRACTOR. disrcgal-LE .Laws, Or
Regulations of may public t+ody hlvingju6sriletiorc,
t5:23. if CONTP,\CTOR,disregards the authority of
UNGINEER or
15.2.4. if CONTRACTOR btherwise violates in- any -
substantial
way amy pro�isi ris of the Contrad
Documents.
awNERmay. after uivirmg COi'TR\CCQR card the
surety, if tiny) seven days'. written notice and to the extent
permitted by Laws and Rcuulations, terminate the services
orc:oN"rR\C_TOK G'ONFHLACTOtt trom tiersae
.and take posse,
of the Work and of all
CONTKACTOR's tools. appliances. construction
cquipnhent and machinery',at the. site and use the watt to
the full extent they could be used by CONMACTOR
(without liability to CONTRACTOR for tresimss or
t:onver3am)., inrurporate in the Work all materials and
equipmentstored at the site or for which OW'i IER has finis
EICUC GE`:eRAL i ONDI n ON' 191043 f lti'IV Eti[itq i
"- u901TOF FORT COLLIN'SMODIFICA'1'IONS (REWC13Rn
(,ONGR\CTOR but wich-are stored elsewhere, and
finish'theWork it%OI6''NGR may deem expedient In such
.case CONTRACTOR shalt nobbe entitled to receive any
ftirher payment until the Work isAnished. If the unpaid
Lmlance of the Contract Price exceeds all claims. eases,
losses and damages.s`ustzilied Lay OIVN(iR ariaing out of
•or resulting,from completing the Work such excess will lx:
Enid to CONTR\C:COIL if Stich clauas..ci)sts, losses and
drmows.exceed.such unpaid baL•mcc, CONTRACTOR
shrill pay the dilTcarnce to OWNER. Such claims, coats.
loves and damages incurred by OWNER wdl be reviewed_
by'E? rG NF-IR as to thru reasonableness and when so
approved by ENOI,NEER' incdrpomted in. a.C:hange Orckr,
provided'-Ihat when exercising any rights or remedies
under this, pargrnph OWINTR, shall 'rice be raluired to
obtain die lo}vcst lime for the Work perfarnwd.
I53. Where CONITRACTOR's services have hicn...io
terminated by OWNER; the termination will not apse[
any rights or rcmadii_s of OWNER. against
'CONTRACTOR then existing or which may hereafter
accrue. Any retention or _payment of imoneys due
CON PLAM'OR by 'OWNER. will not release:
CONTRACTOR tram liability,
15.4. Upon- sLvcn days' 'Written notice. to
c6NTI2ACr6R'. and ENGINFER, OWNER may,
without cause and without prciudice to any other right'or
remedy tic OtVNEp� elect to terminate the.\erecm6it. In
such case, (,ONflZAM*OR. shall' be prod (without
duplication of tiny items):
15.4.1. for completed and acceptable Work executed
in accordance with the Contract Do=1cttts.prior to
tiler effective date of tertuntion, including astir and
fen Omble. sinusfor bverhedd and profit. on such
\York;
I i,4.2, for eeperhses sustained prior to the effective
[late of termination fin performing: services and
turaishing labor, materials or zatiipment"as requited
by the Contract Ddxummts in connection with
uncompleted.Work,•phts lama and reasonable Slams for
overhead and profit on such exlxnses',
h.43. for all claunc costs„ losses, and Wmages
incurred in saiticinent oL''terniinaterl contracts with
Subcontractors, Suppliers and others:.and
15 4A. for reasonable ,'Epenses dlireeth, -attributable
to termination-
CONMACTOR'shall not be paid -on account of Iris of
anticipated profits or revenue or other ecrnumic loss
arising out of or resulting from such termination-
CUN7RdCTOR Afar Stop.LVork orTerrttinater
155. K through no actor fault ofCcj "CRACTOR. he
Work is suspended for a perial of more than ninety dues
by OWNER or antler an order of'court or other public
authority, or ENGINEER tails to act on am`Application
for Pavhtem within thirty days after it is submitted or.
()INNER fails for thirty .lays to pay CONrRaCCORtiny
sum futalh• determined to be due. then CONTR\CTOR
may; upon seven dayti written notice to OWLNT_R and
ENG[NEM and provided OWNER cr ENG NMER do not
remedy such suspension or failure within thattime,
terminate the Agreement and recover from O11''\rER
payment on the r;nme terms as provided in FGrnSmtpb I i J.
[n lieu of terminatirat the A,tacement and without prejudice
to any other r4dit or remedy. if ENGLYEER has tailed to
.act on an Application for Pigment within thirty days after it
.is submitted. or OWNER has [ailed for thirty dajs to pay
CO\ZRACTOR any sum finally determined to N due,
CO\rrRACTOR may upon seven days written notice to
OWNER and FNUINF-R stop the Work until payment of
all such amounts due CONTRACTOR, incl'udin3 interest
thereon The prodisions.of this pangrtph 15,5 tiro not
intended to preclude CONTRACTOR From nicking claim
under Articles 1 I and 1-2 (bran increase in Contract.) rice
or Contract Times or otherwise or. damage
directly attributable to CON'rRACrOR!s :topping Work as
pcmtittn-M by this pamgraph.
,CR'r.ICLEtti msP11TERF5oLU1'lo.,N
rf and to the extent that. OWNFR and QON'RACTOR
.have agreed on the method and procedure for resolving
disputes beuveen thew that ntap irise Under this
_agreement, such dispute resolution method and procedure,.
IC any, .shall ba as set forth in Exhibit GC -A, "Dispute
Resolution..Ag ecinent", to Ix attached hereto and made a
port hereof.. IF no such auecntent on the method -Ind
procedure for resolving sucli, disputes has been reached,
.and subject to•ihe provisions or fnmgraphs U0, 9,11. and
9,12, OWNER and CONTRACTOR may exercise such
rights or remedies as either may otherwise have under die
Contract Documents or by Laws or Regulatioins.in respect
of any dispute.
ARTICLE 17=ilI1SCELL LNEOUS
Giting Notice:
17.1. Whenever any provision of the: Contract.
Docum<nts requires thi giyi}u of written notice, it will be
deemed to have been -validly given irdelivered in fiersonto
(he individual or ton member of the firm; firto,an officerof
the corporation for whom it is intended. or irdleliverLa a(. or
sent by refnstered or certified mail,,pa;tage prepaid.'to the
last btisincss address known to the gtver of the notice.
17.2. Cvniputationmuf7inie.
17.2.1. When any period of tone is referred to in the
Contract Documents by days it will be cumputed to
eechude the first anti include the last clay of such
period If the last day of any such pericel falls on a
Saturday or Sundry or or, a daymade a Icgal holiday
by the law of the applicable jurisdiction. such tiny will
be omitted from the cornputndon.
EJCUC CiE\FP_AV. CONUIT(O; Zi Pt. l a.S (1990 E'lahl '
td/ C1 rV OF FORT COLLI M MODIFIGtTIOv31RfiV . VNAI01
I T 2 2. A ctdendar day of twenty-four hours measured
frommidniuhl to the next midniuht will constitute a'
day. -
,Notice ofClainit
17.1 Should OWNER.or CONTRACTTOR suffer injury
or damage to person or proprty because of any error,
omission or act of rite other pony or of any of the other
pitmy's emptoyees,gagents or othem for whose ttcL% the
other patty, is legally liable, clai n will be made insvriting
to the other puny within a reasbiinhle time of the First
observance of such injury or damage.. The provisions of
this paragraph 17-3 shall not be construed as a suhsti iac
for or a wcivcr yf the provisions of any applicable.statute
of limitaticins or «pose.E7tmu(trtire Remedies:
17A. The duties and obligations imposed by these
General Conditionsand the ri_hts and rrnmdi(�s available
hereunder to the parties hereto, and in particular but
without limitation, the warranties., =mntees and
obligations _ imposedupon t.'mu'RAcrort by
pitmgraphs6.12,fi.Lh,63f1,ti.31,ti3=; 111, 13-12, 1374,
14.3 and 15.3 and all.of the rights and remedies Arti.able
to ON\T:R and I NGIA'EFR thereunder, are in addition
to, and are not to be construed in any way as a limitation
or. any righLs and reanedies;ivailalilc to any or ail oir Hoorn
which are utherwise inipu cd or available by Laws or
Rigulations by spacial warm. nty or guarantee or by other
provisions of the Contract Documents, and the provisions
df this paragraph will be is- effective as if repeated
specifically in die ContrdctDLcumtuts in connection with
each particular duty, ohligation, right andremedy to which
they apply.
Profesaionul Fees and Courtf-vstv Included:
17.: Whenever releremx is made it, "claims costs.
los_ws and damages",_ it shall include in torch case, but.not
be [united to, all Cees;tnd charges of en&eers: architects,
attorneys and other professionals and all court or
at bite ation or other dispute resolution cost'%.
I7.6. The laws) the Mate of_�olgraau tt. Iv to this
:Agreement Reference to.!E ptinnent Cblbrttlo statiilzs
are m; follow.;=
17.6.1.Clorado rtevisad Statues (CRSy-_IT-l()I)
reguire'that Colomclo labor be etaplovto ed . rerfomt
the Work to the e;¢ent.of not Icss than 86 percent
or each type or class of labor in the several
classifications of skilled and common labor amployed
art [he ProiCCL Colorado labor means any rcrson who
iv a bona tide resident of the Sane. of Colorado at the
time of employa»ent; without discrimination as to race,
color. creed. age; refiefon or ecc
17.6.2. if a elaim'is filed OWNER is reuuired by
law (C'RS 3S-?6-I07).to.wilhhohd'from .all payments td
CONTRACTOR sutrcient funds to insure the
inymcnt of all claims for labor. materials, team hire,
sustenance, provisions. provender, or other supplies
used or consumed by CONTRACTOR or his
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E1Gl)G ciEl'ERN: CONDI'iltiti3 I I I IhY (I!�'lU EcGtini i
' '1ti is/illl'UF fOR'I CQLLI�\b'31001PICA'�fOVS!li[V t�^ibJill
' satisfactory to them, there will be no additional retainage on account of Work
completed in which case the remaining progress payments prior to Substantial
Completion will be in an amount equal to 100% of the Work completed. 90% of
' materials and equipment not incorporated in the Work (but delivered, suitably
stored and accompanied by documentation satisfactory to OWNER as provided in
paragraph 14.2 of the General Conditions) may be included in the application
for payment.
5.1.2. Upon Substantial Completion payment will be made in an amount
sufficient to increase total payments to CONTRACTOR to 95% of the Contract
Price, less such amounts as ENGINEER shall determine or OWNER may withhold in
accordance with paragraph 14.7 of the General Conditions or as provided by
law.
5.2. FINAL PAYMENT. Upon Final Completion and Acceptance of the Work in
accordance with paragraph 14.13 of the General Conditions, OWNER shall pay the
remainder of the Contract Price as recommended by ENGINEER as provided in said
' paragraph 14.13.
ARTICLE 6. CONTRACTOR'S REPRESENTATION
' In order to induce OWNER to enter into this Agreement, CONTRACTOR makes
the following representations:
6.1. CONTRACTOR has familiarized himself
with the
nature and
extent of
'
the Contract Documents, Work, site, locality,
and with
all local
conditions
and Laws and Regulations that in any manner may affect cost,
progress,
performance or furnishing of the Work.
6.2. CONTRACTOR has studied carefully all
reports
of explorations and
tests of subsurface conditions and drawings of
physical
conditions
which are
identified in the Supplementary Conditions as provided in paragraph 4.2 of the
General Conditions.
6.3. CONTRACTOR has obtained and carefully studied (or assumes
' responsibility for obtaining and carefully studying) all such examinations,
investigations, explorations, tests, reports, and studies (in addition to or
to supplement those referred to in paragraph 6.2 above) which pertain to the
subsurface or physical condition at or contiguous to the site or otherwise may
affect the cost, progress, performance or furnishing of the Work as CONTRACTOR
considers necessary for the performance or furnishing of the Work at the
Contract Price, within the Contract Times and in accordance with the other
terms and conditions of the Contract Documents, including specifically the
provisions of paragraph 4.2 of the General Conditions; and no additional
examinations, investigations, explorations, tests, reports, studies or similar
information or data are or will be required by CONTRACTOR for such purposes.
6.4. CONTRACTOR has reviewed and checked all information and data shown
' or indicated on the Contract Documents with respect to existing Underground
Facilities at or contiguous to the site and assumes responsibility for the
accurate location of said Underground Facilities. No additional examinations,
Section 00520 Page 3
(Chis pigc lets b6k intmtionally.j
UC'UCGE:QEILIL C'iINUIM."Ki 191V-311990 E41itnl 37
uv0 YGP PrJ[C�C9Lt.1;`.S >IOUIRC)iTIQV5 tft[iVJCIHiIII
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E1cuC OE` bF U: CONDI TI Ors 1910-3 t1690 E(iticnl
1 �(� %V/ MY OF FORT COLLINS XI01)11;ICA'CIONS(REP4i`169)
d
1
EtH rBIT'GC-A to General Conditions
of the Construction Contract &tiveen
OWNER and CONTRACTOR
DISPUTE RESOLLmuN AGRE N[Evr
OW.7ER and CONTRACTOR hereby ages that
.Article 16 of the Oeneral Conditions of the Construction
C,orumcl between O%VNrl•.R and c ON'I:RACI OR. is
amended to include thefollowing agreement of the panics:
16.1- All claims, disputes and other mittcrs in
question between OW`IER. and,CON'fkAC"Colt arising
out of or relating to the Contmet Documents or the hreach
thereof (except for claims which have been wait n•ed by the
making or acceptance of final payment as provided by
faragrtph 14.131 will be decided by arbitration in
accordance frith the Construction fnidustry, Arbitration
Rules of the American Arbitration Association then
obtruniriL. subject to the limitations of the Article 16. 'rhis
agreement so to arbitrate and any other agrecinenl or
consent to arbivate,entered into.in accordance herewith ns
provided in this Article 16 will be spccitically entixceatilc
-urider the prevailing latvof any court hiving jurisdiction.
16.2,. No demand for arbitration of any claim; dispute
or other matter that is required to be referred to
DIGINMER initiadv for dcuisiort is accordance. with
ramgmph 9.11 will lac made until the earlier of (a) the date
on which h:NGWEER has rendered a written decision or
(h) the thirty-firstday after the parties have presented their
evidence to ENG[ IH—:C< if a written decision hits not Peen
rendered by FNGI\I:FR betbre that elate. iNto u:nian d for
:arbitration of any such claim, dispute or other utatter will
be made later than thin: days after the chte on w•Iuch
FNCrINT•T:R has rendered a written decision in respect
thereof in accordance with psarapaph 9.11,, and the. failure
to demand;arbitration within said thirty. days' period will
resultin EtNGINL•ER'.s decision being, final and binding
upon OkVXLR and CONTRACTOR If ENGI1MM—M
renders a decision after arbitration proceedings have been
initiated such decision may be entered as evidence but will
not supersede the arbitration proeeedings•', except where the
decision is acceptable to the parties concerned, No demand
for arbitration of any written decision of ENGINEER
rendered in accordance wick pararstaph 9.10 "will be made
Later than ten days after the party making such demand has
delivered written notice of intention to appeal as provided
in puragiph9.10.
16;.3. Notice of the demand far arhitrnuon will be
tiled in writing with the other party to the Agreement and
wide the American Arbitration Association. and a copy will
be sent to ENTI33f EER for infarmalibn 'file Llcmimd for
nrbivation will be made within the thirty -day or ten.lav
period sNcificd in paragraph. 16.2 as applicable, and in all
other cases within a reasenablc time after the claim. dispute
or other matter in question has arisgn, and in no event shall
sty such+demand be made alter the date when institutionof
legal or equitable proagdinus based on such claim, dispute
-or other matter in question would 1e fdrred by the
applicable statute of limitations.
E;CUC GE-11ER,LL CiONDITIO>'S 191 M 0990 9'ia E-Aincn i
dye:ITYOF FOR r COLLgd3 MODIFICATIONS+RFV 9i95t
16.4• Except as provided in:poragaph 16 i below.
no arbitration arising, out. or or relining_ to the Contract
6oeumcnU- shall include by consolidytiom joinder or in any
other manner any other person or entity (including
R4GLVEER- ENGINEER!s Consultant and the ulLcers:
directors; agents, employees or consulmnm of miy of them)
who is nut it party Ri this contract unless:
16.4.I. the inclusion of such other person or entity is
necessary if complete relief is to be afforded amonu
those who are already parties to the arbiurtrton, and
1642. such other person or entity is substantially
involved in a question of law or fact which is common
to those who are already parties to the arbitration and'
which vvill.anw: in uch procc:dings :and
16.4.3. the written ccnscnt of the other person or
entity sought to be included' and of OWNER and
CONI'RACfOR has -teen obtained for such inclusion,,
which consent shall make specific reference to this
fxnragrnph: but no such consent shall cons itute consent.
to arbitrntion of any dispute rotspecitically described
in such consent or to athitintion with any fxnity not
speciticallyidentiticd in such consent.
16.3_ Notwithstanding paragraph 16.4, if a claim:
dispute or other maser in question between OWNFR'and
CON"ITACTOR involves die Work of a Subcontractor.
either OWNER or CONTRAU01Z may join. such
Subcontractor as a party to die nrbitratim between OWNER
and CON'I'RAC'roR hereunekr, CON-I'RACPOR shall
include in all subcontmew required by paragraph (;.It a
sl�ccitic provision. whereby thc,'subcontractor consents to
being joined in an arbitration h:nveen OW-NT,R. and
CONTRACTOR mvolviig the Work of such,
Subcontractor. Nothing, in this paragraph. 16.3 nor in the
provision of such subcontract consenting to jointer shall
create any claim ❑`illor muse of action in L•IVor of
Subcontractor mid ng:ai nst OWIMZ,. EArGINTER or
aJtJ L]NTEER•s Consu Ihmrs that dies not odienv tse ea tit.
16.6. 'rhe award tendered by the arbitrators will be
final' judgment may be entered upon it many court having
jurisdiction trercoll and it will not be subject to
modification or appeal.
16.7: OWN R: and CO\T2\CTOR agree that they
shall lust submit any and all unsettled claims.
counterchims, disputcs and other- matters in question
between them [lasing cut of, or relating to the C:bntmct
Documents or thcbreach thereof ("disputes;), to mediation
by the American Arbitration Assc:e:iation trader the
Construction Industry Mediation Rules of the American
Arbitnton Association prior to either of them initiating
against the other a demand for arbitration pursuant to
Fxhrhraphs 16:1 through 16.6: unless delay in inak'ai ig.
rbitmlion would irrevocably prejudice one of the parties
:
The respective thirty and ten day time limits within Aich
to file It demand for arbitration as.providcd in laragmpha
16.3 and f6.3 above shall' be suspended with respect to a
dispute submitted to mediation within those same
aliplicable time limits and shall. remain suspended until ten
days after the termination of the mediation The mediator
of any dispute submitted to mediation under this Agreement
shall not sale as arbitrmer of such dispute unless otherwise
arced.
+1C'-Al.
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F.1(:D(7. OF-W.R.U. CGNOMO-,45, 112198 (19911j'MiLi)
Isi.CITY QF FORT iPJ..'V 9,91)
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SECTION 00800 '
SUPPLEMENTARY CONDITIONS
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1 SECTION 00800
SUPPLEMENTARY CONDITIONS
1 Conditions of the Contract
These Supplementary Conditions amend or supplement the General Conditions of
1 the Construction Contract (EJCDC General Conditions 1910-8, 1990 edition with
City of Fort Collins modifications) and other provisions of the Contract
Documents as indicated below.
1 SC-5.4.8 Limits of Liability
A. Add the following language at the end of paragraph 5.4.8.
1 The limits of liability for the insurance required by the paragraph
numbers of the General Conditions listed below are as follows:
5.4.1 and 5.4.2
1 Coverage A - Statutory Limits
Coverage B - $100,000/$100,000/$500,000
5.4.3 and 5.4.5 Commercial General Liability policy will have limits of
1 $1,000,000 combined single limits (CSL). This policy will include
coverage for Explosion, Collapse, and Underground coverage unless waived
by the Owner.
' 5.4.6 The Comprehensive Automobile Liability Insurance policy will have
limits of $1,000,000 combined single limits (CSL).
5.4.9 This policy will include completed operations coverage/product
1 liability coverage with limits of $1,000,000 combined single limits
(CSL).
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1 Rev 07/08
Section 00800 Page 1
SECTION 00900
ADDENDA, MODIFICATIONS AND PAYMENT
00950Contract Change Order
00960Application for Payment
Rev 07/08
I
SECTION 00950
CHANGE ORDER NO.
PROJECT TITLE: 6088 Concrete Maintenance Project Phase II 2012 Renewal
CONTRACTOR: Northstar Concrete
PROJECT NUMBER:
DESCRIPTION:
1. Reason for change:
2. Description of Change:
3. Change in Contract Cost
4. Change in Contract Time:
ORIGINAL CONTRACT COST $ .00
TOTAL APPROVED CHANGE ORDER 0.00
TOTAL PENDING CHANGE ORDER 0.00
TOTAL THIS CHANGE ORDER 0.00
TOTAL % OF THIS CHANGE ORDER
TOTAL C.O.% OF ORIGNINAL CONTRACT
ADJUSTED CONTRACT COST $ 0.00
(Assuming all change orders approved)
ACCEPTED BY: DATE:
Contractor's Representative
ACCEPTED BY:
Project Manager
REVIEWED BY:
Title:
APPROVED BY:
Title:
APPROVED BY:
Purchasing Agent over $60,000
cc: City Clerk Contractor
Project File Architect
Engineer Purchasing
Rev 07/08
DATE:
DATE:
DATE:
DATE:
Section 00950 Page 1
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investigations, explorations, tests, reports, studies
or similar information
'
or data in
respect of said Underground Facilities are
or will be required by
CONTRACTOR
in order to perform and furnish the Work
at the Contract Price,
within the
Contract Times and in accordance with
the other terms and
'
conditions
of the Contract Documents, including specifically
the provision of
paragraph 4.3.
of the General Conditions.
6.5.
CONTRACTOR has correlated the results
of all such observations,
examinations,
investigations, tests, reports and
data with the terms and
conditions
of the Contract Documents.
'
6.6.
CONTRACTOR has given ENGINEER written
notice of all conflicts,
errors or
discrepancies that he has discovered in
the Contract Documents and
the written
resolution thereof by ENGINEER is acceptable to CONTRACTOR.
ARTICLE 7.
CONTRACT DOCUMENTS
' 7.1 The Contract Documents which comprise the entire Agreement between
OWNER and CONTRACTOR concerning the Work consist of the General Conditions,
Supplementary Conditions, those items included in the definition of "Contract
Documents" in Article 1.10 of the General Conditions, and such other items as
' are referenced in this Article 7, all of which are incorporated herein by this
reference.
' 7.2 Forms for use by CONTRACTOR in performing the Work and related
actions in carrying out the terms of this Agreement are deemed Contract
Documents and incorporated herein by this reference, and include, but are not
limited to, the following:
' 7.2.1 Certificate of Substantial Completion
7.2.2 Certificate of Final Acceptance
' 7.2.3 Lien Waiver Releases
7.2.4 Consent of Surety
7.2.5 Application for Exemption Certificate
7.2.6Application for Payment
7.3 Drawings, consisting of a cover sheet and sheets numbered as
follows:
' None.
The Contract Drawings shall be stamped "Final for Construction" and dated.
Any revisions made shall be clearly identified and dated.
7.4. Addenda Numbers n/a to n/a, inclusive.
7.5. The Contract Documents also include all written amendments and
' other documents amending, modifying, or supplementing the Contract Documents
pursuant to paragraphs 3.5 and 3.6 of the General Conditions.
Section 00520 Page 4
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2012 CONCRETE MAINTENANCE PROJECT— PHASE 1
GENERAL REQUIREMENTS INDEX
SECTION
01010 Summary of Work
01040 Coordination
01310 Construction Schedules
01330 Survey Data
01340 Shop Drawings
01410 Testing
O1510 Temporary Utilities
01560 Temporary Controls
01700 Contract Closeout
01300 Method of Measurement and Basis of Payment
PAGE NUMBERS
General Requirements 2-3
General Requirements 4-5
General Requirements 6-7
General Requirements S
General Requirements 9-11
General Requirements 12-13
General Requirements 14
General Requirements 15-16
General Requirements 17
General Requirements 1S
SECTION 01010
SUNINIARY OF WORK
1.1 DESCRIPTION OF WORK
A. This work shall consist of the removal and/or installation of concrete curbs, gutters, sidewalks, crosspans, aprons,
drive approaches, inlets, concrete pavement, and pedestrian access ramps and placement of temporary asphalt
patching adjacent to new concrete on designated streets in the City of Fort Collins. Specific locations are described
in Section 3500, Project Map.
B. Protection and Restoration.
1. Replace to equal or better conditions all items removed and replaced or damaged during construction. Restore
all areas disturbed to match surrounding surface conditions. Also see tree protection standards.
C. Construction Hours
1. Construction hours, except for emergencies, shall be limited to 7:00 a.m. to 6:00 p.m., Monday through Friday,
unless otherwise authorized in writing by the Engineer. After hour equipment operation shall be in accordance
with Section 1560.
2. Any work performed by the Contractor outside of the construction hours, whether or not authorized by the
Engineer, shall entitle the Owner to deduct from compensation due to the Contractor sufficient funds to cover
the Owner's costs in providing field engineering and/or inspection services because of such work. The cost for
field engineering and inspection shall be $50.00 per hour.
1.2 NOTICES TO PRIVATE OWNERS AND AUTHORITIES
A. Notify private owners of adjacent property, utilities, irrigation canal, and affected governmental agencies when
prosecution of the Work may affect them.
B. Give notification 48 hours in advance to enable affected persons to provide for their needs when it is necessary to
temporarily deny access or services.
C. Contact utilities at least 48 hours prior excavating near underground utilities.
D. Contact all agencies at least 72 hours prior to start of construction. Notify all agencies of the proposed scope of
work schedule and any items which would affect their daily operation.
E. Darren Moritz and/or Kathleen Maddux will be the Program Manager/Project Manager
Darren Moritz 970-221-6615 Office 970-221-6218
Kathleen Maddux 970-221-6615 Office 970-222-8781
F. Names and telephone numbers of affected agencies and utilities in the area are listed below for Contractor's
convenience.
General Requirements - Page 2 or 18
SECTION 01010
SUNIMARY OF WORK
UTILITIES
Water:
City of Fort Collins, Colorado
221-6700, Meter Shop 221-6759
Storm Sewer:
City of Fort Collins, Colorado
221-6700
Sanitary Sewer:
City of Fort Collins, Colorado
221-6700
Electrical:
City of Fort Collins, Colorado
221-6700
Gas:
Xcel Energy Emergency 1-800-895-2999
Local Contact:
Pat Kreager 970-566-4416
Telephone:
UNCC / 1-800-922-1987
Local Contact-.
Debbie Kautz 970-689-0635
Traffic Operations:
City of Ft. Collins, Colorado
221-6630
Cable Television:
Comcast
493-7400
*Utility Notification Center of Colorado (UNCC) - 81 l
1-800-922-1987
AGENCIES
Safety:
Occupational Safety
and Health Administration
(OSHA): 844-3061
Fire:
Poudre Fire Authority
Non -Emergency: 221-6581
Emergency: 911
Police:
City of Fort Collins Police Department
Non -Emergency: 221-6540
Emergency: 911
Postmaster:
US Postal Service: 225-4111
Transportation:
Transfort: 221-6620
Traffic Engineering: 221-6630
END OF SECTION
Larimer County Sheriffs Department:
Non -Emergency: 221-7177
Ambulance:
Poudre Valley Hospital
Non -Emergency: 484- l 227
Emergency: 91 1
General Requirements — page 3 of 18
SECTION 01040
COORDINATION
1.1 GENERAL CONTRACTOR RESPONSIBILITIES
A. Coordinate operations under contract in a manner which will facilitate progress of the Work. The Contractor shall
also coordinate with the Landscape Contractor whose Work is separate from the General Contractor' s contract.
B. Conform to the requirements of public utilities and concerned public agencies in respect to the timing and manner
of performance of operations which affect the service of such utilities, agencies, or public safety.
C. Coordinate operations under contract with utility work to allow for efficient completion of the Work.
D. Coordinate all operations with the adjoining property owners, business owners, and surrounding neighborhoods to
provide satisfactory access at all times and keep them informed at all times.
1.2 CONFERENCES
A. A Pre -construction Conference will be held prior to the start of construction.
I. Contractor shall participate in the conference accompanied by all major Subcontractors, including the Traffic
Control Supervisor assigned to the project.
2. Contractor shall designate/introduce Superintendent, and major Subcontractors supervisors assigned to project.
I The Engineer shall invite all utility companies involved.
4. The Utilities will be asked to designate their coordination person, provide utility plans, and their anticipated
schedules.
5. The Engineer shall introduce the Project Representatives.
B. Additional project coordination conferences will be held prior to start of construction for coordination of the Work,
refining project schedules, and utility coordination.
C. Engineer may hold coordination conferences to be attended by all involved when Contractor's operations affects, or
is affected by, the work of others.
1. Contractor shall participate in such conferences accompanied by Subcontractors as required by the Engineer.
1.3 PROGRESS MEETINGS
A. Contractor and Engineer's Project Representatives shall schedule and hold regular progress meetings at least
weekly and at other times as requested by the Engineer or required by the progress of the Work.
B. Attendance shall include:
1. Contractor and Superintendent.
2. Owner's Representatives.
J. Engineer and Project Representative.
4. Traffic Control Supervisor
5. Others as may be requested by Contractor, Engineer or Owner.
General Requirements —page 4 of B
SECTION 01040
COORDINATION
C. Minimum agenda shall include:
1. Review of work progress since last meeting.
Z. Identification and discussion of problems affecting progress.
I Review of any pending change orders.
4. Revision of Construction Schedule anticipated two weeks in advance.
D. The Engineer and Contractor shall agree to weekly quantities at the progress meetings. The weekly quantity sheets
shall be signed by both parties. These quantity sheets, when signed, shall be final and shall be the basis for the
monthly progress estimates. This process ensures accurate monthly project pay estimates.
END OF SECTION
General Requirements - Page 5 of 18
' SECTION 01310
CONSTRUCTION SCHEDULE
1.1 GENERAL
A. The contractor shall prepare a detailed schedule of all construction operations and procurement after review of
tentative schedule by parties attending the pre -construction conference. This schedule will show how the contractor
' intends to meet the milestones set forth.
1. No work is to begin at the site until Owner's acceptance of the Construction Progress Schedule and Report of
delivery of equipment and materials.
1.2 FORMAT AND SUBMISSIONS
A. Prepare construction and procure schedules in a graphic format suitable for displaying scheduled and actual
progress.
B. Submit two copies of each schedule to Owner for review.
' 1. Owner will return one copy to Contractor with revisions suggested or necessary for coordination of the Work
with the needs of Owner or others.
'
C.
The schedule must show how the street, landscaping and various utility work will be coordinated.
1.3
CONTENT
'
A.
Construction Progress Schedule.
1. Show complete work sequence of construction by activity and location for the upcoming two week period.
'
2. Show changes to traffic control.
3. Show project milestones.
B.
Report of delivery of equipment and materials.
1. Show delivery status of critical and major items of equipment and materials.
2. Include a schedule which includes the critical path for Shop Drawings, tests, and other submittal requirements for
equipment and materials, reference Section 01 J40.
1.4
PROGRESS REVISIONS
'
A.
Submit revised schedules and reports at weekly project coordination meetings when changes are foreseen, when
requested by Owner or Engineer, and with each application for progress payment.
B.
Show changes occurring since previous submission.
'
1. Actual progress of each item to date.
2. Revised projections of progress and completion.
' C. Provide a narrative report as needed to define:
1. Anticipated problems, recommended actions, and their effects on the schedule.
' 2. The effect of changes on schedules of others.
General Requirements - Page 6 of IS
I
SECTION 01310 '
CONSTRUCTION SCHEDULE
1.5 OWNER'S RESPONSIBILITY
A. Owner's review is only for the purpose of checking conformity with the Contract Documents and assisting
Contractor in coordinating the Work with the needs of the Project.
B. It is not to be construed as relieving Contractor from any responsibility to determine the means, methods, techniques, ,
sequences and procedures of construction as provided in the General Conditions.
END OF SECTION
General Requirements - Page 7 of IS
' SECTION 01330
SURVEY DATA
'
1.1
SURVEY REQUIREMENTS
A.
The Owner will provide the construction surveying for the street and landscaping improvements. City Survey
Crews will perform the surveying required.
'
B.
The Contractor must submit a survey request form to the City Surveyor a minimum of 48 hours prior to needing
surveying.
C.
If the requested surveying cannot be accomplished in the time frame requested by the Contractor, the survey
personnel shall notify the Contractor with the date on which the requested work will be completed.
D.
Should a sudden change in the Contractor's operations or schedule require the survey personnel to work overtime,
the Contractor shall pay the additional overtime expense.
E.
The Contractor shall protect all survey monuments and construction stakes. If it is unavoidable to remove a survey
monument or construction stakes, the Contractor is responsible for notifying the Surveyor and allowing enough
'
time for the monuments or stakes to be relocated. The Contractor will be responsible for the cost of re -staking
construction stakes and for the cost of re-establishing a destroyed monument.
F.
The Contractor shall notify the Engineer prior to concrete removal when property line markers are inscribed in the
surface of the existing concrete, typically designated by "+" or "x' markings. The Contractor shall reinstall all
existing property line markers in the surface of the new concrete. The Contractor may accurately offset the existing
mark for reinstallation or may notify the City Survey Crews and request the offset location prior to removal of the
concrete. If markers are removed without offsetting and reinstalling, the Contractor shall be responsible for all
costs, including survey costs, associated with relocating and reinstalling the markers.
G.
The Contractor shall be responsible for transferring the information from the construction stakes to any necessary
forms and for constructing all pipelines, drainage ways, pavements, inlets, walls, and other structures in accordance
with the information on the stakes and grade sheets supplied by the Owner.
END OF SECTION
1
' General Requirements — page 8 of 13