HomeMy WebLinkAbout108423 VOGEL CONCRETE INC - CONTRACT - BID - 6046 CONCRETE MAINTENANCE PROJECT (4)II
1
t
1
1
1
1
1
11
1
I
1
City Of
Fort Collins
Purchasing
SPECIFICATIONS
CONTRACT DOCUMENTS
Financial Services
Purchasing Division
215 N. Mason St. 2ntl Floor
PO Box 580
Fort Collins, CO 80522
970.221.6775
970.221.6707
fcgov. com/purchasing
FOR
Concrete Maintenance Project
BID NO. 6046 — 2011 Renewal
PURCHASING DIVISION
215 NORTH MASON STREET, 2ND FLOOR, FORT COLLINS
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 1 to 1, 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.
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
1.1 GENERAL
A. Submit Shop Drawings, Samples, and other submittals as required by individual specification sections.
I . 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 with 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.
General Requirements - Palge 8 of 17
.!
I
11
I
I
SECTION 01340
SHOP DRAWINGS
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.
1.2 SHOP DRAWINGS
A. Include the following information as required to define each item proposed to be furnished.
I. Detailed installation drawings showing foundation details, and clearances required for construction.
2. Relation to adjacent or critical features of the Work or materials.
3. Field dimensions, clearly identified as such.
4. Applicable standards, such as ASTM or Federal Specification numbers.
>. 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.
IC. Format.
I
I
I
I
I
1. Present in a clear and thorough manner.
2. Minimum sheet size: 8 %z" x I
3. Clearly mark each copy to identify pertinent products and models.
4. Individually annotate standard drawings which are furnished, cross otut 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.
General Requirements - Page 9 of 17
I
SECTION 01340
SHOP 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, 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.
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 maybe required to show essential details of any changes proposed by Contractor
along with required wiring and piping layouts.
END OF SECTION
General Requirements -Page 10 or 17
SECTION 01410
TESTING
Ll
GENERAL
1
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:
1. 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 Project Representative 48 hours prior to performing an operation that would require
1
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 constriction 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.
General Requirements -Page I I of 17
1
SECTION 01410
TESTING
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.
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 coverall 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 12 or 17
SECTION 01510
'
TEMPORARY UTILITIES
1.1
UTILITIES
A.
Furnish all utilities necessary for construction.
B.
Make arrangements with Owner as to the amount of water required and time when water will be needed.
1. 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 from public view to the greatest practical extent.
END OF SECTION
1
I
[1
I
I
I
General Requirements - Page 13 of 17
SECTION 01560
TEMPORARY 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 shalt 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.
1.3 POLLUTION CONTROL
A. Prevent the pollution of drains and watercourses by sanitary wastes, concrete, sediment, debris and other substances
resulting from construction activities.
1. 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.
1. Measures in general will include:
a. Control of runoff.
b. Trapping of sediment.
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.
General Requirements - Pa,ge 14 of 17
I
SECTION 11560
' TEMPORARY CONTROLS
1.5 TRAFFIC CONTROL
A. Maintain traffic control in accordance with the "Manual of Uniform Traffic Control Devices" (MUTCD), the Cityof
Fort Collins "Work Area Traffic Control Handbook," and the current "Latimer 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.
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
1
i
1
I
1
General Requirements - Page 15 of 17
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 Project Representative will be the judge of the degree of restoration
required.
1.2 PROJECT RECORD DOCUMENTS
A. Maintain on thejob site, and make available to the Engineer upon request, one current marked -up set ofthe 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 - Page 16 of 17
I
1
1
SECTION 01800
METHOD OF MEASUREMENT AND BASIS OF PAYMENT
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 govem over extensions of sums.
D. Unit prices shall not be subject to re -negotiation.
13 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
General Requirements - Page 17 of 17
uz
r
OWNER: CITY OF FORT COLLINS
By:
JAME B O'NEILL II, CPPO, FNIGP
D RECTOR OF PURCHASING
AND RISK MANAGEMENT
Date: !
Attest: M&A IQ
City Cler
Address for giving no 'c
P. O. Box 580
Fort Collins, CO 80522
Approved as to/yorm
Ass sta Ci y Attorney
FORT
CONTRACTOR: Vogel Concrete, Inc.
By: ��
Title:
Date: LL%Q- l.-e• Z4.
r r OR?ORA7,
(COP304TrE SEAL)
Attest :
�,4••%�p(`�i��1�
;AL
'��.,,� BORN
Address for
giving notices:
RAOO
3 sI C)
LICENSE NO.:
Section 00520 Page 6
SECTION 02000
PROJECT SPECIFICATIONS
The Colorado Division of Transportation "Standard Specifications for Road and Bridge Construction", 2005, and the
current Larimer County "Urban Area Street Standards", (hereafter referred to as the "Standard Specifications") 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
108 Prosecution and Progress
201 Clearing and Grubbing
202 Removal of Structures and Obstructions
203 Excavation and Embankment
208 Erosion Control and Inlet Protection
212 Seeding, Fertilizer, and Sodding
304 Aggregate Base Course
403 Hot Mix Asphalt - Patching
604 Inlets and Culverts
608 & 609 Sidewalks, Curb and Gutter, Drive Approaches, Aprons, Crosspans, and Concrete Pavement
630 Construction Zone Traffic Control
I
I
I
1
i
I
I
I
1
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, WEDNESDAY, 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.
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
Project Specifications - Page 2 of 33
I
NO
PARKING
Wed July 7
70000 AM - 60MOO PM
PATCHING
END OF SECTION
Project Specifications - Page 3 of 33
1
1
1
1
i
1
i
1
1
1
Ll
1
1
i
i
1
1
1
' REVISION OF SECTION 105
CONTROL OF WORK
' Section 105 of the Standard Specifications is hereby revised as follows:
COOPERATION WITH UTILITIES
' Subsection 105.10 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 105.11 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 105.15 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 fulfill 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.
MAINTENANCE DURING CONSTRUCTION
Subsection 105.18 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.
' Project Specifications - Page 4 of 33
REVISION OF SECTION 105 '
CONTROL 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 33
I
I
1
1
I]
REVISION OF SECTION 107
PROTECTION AND RESTORATION OF PROPERTY AND LANDSCAPE
Section 107 of the Standard Specifications is hereby revised as follows:
Subsection t07.12 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
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,
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.
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.
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 of one (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
width of the area to be sodded shall be one (I) 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.
1
Sprinkler systems - Sprinkler systems designated for relocation shall be capped off at the limits ofconstruction 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 ofconstruction 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.
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.
Project Specifications - Page 6 of 33
REVISION OF SECTION 107
PROTECTION AND RESTORATION OF PROPERTY AND LANDSCAPE
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.
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 wider 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 of 33
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
' 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 108.04 shall include the following:
[1
i
The work shall be completed within the following calendar months:
JAN
FEB
MAR
APR
MAY I JUN I JUL
AUG
SEPT
OCT NOV
DEC
DETERMINATION AND EXTENSION OF TIME
Subsection 108.07 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(130) consecutive working days and during the months of March
through November.
FAILURE TO COMPLETE WORK ON TIME
Subsection 108.08 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 33
REVISION OF SECTION 201
CLEARING AND GRUBBING
Section 201 of the Standard Specifications is hereby revised as follows:
CONSTRUCTION REQUIREMENTS
Subsection 201.02 shall be amended to 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 toots or equipment.
BASIS OF PAYMENT
Subsection 201.04 shall be amended to 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 33
I
1
11
REVISION OF SECTION 202
RENIOVAL OF STRUCTURES AND OBSTRUCTIONS
Section 202 of the Standard Specifications is hereby revised as follows:
DESCRIPTION
Subsection 202.01 is revised to 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 is revised to 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 is revised to 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 608, 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 is revised to include the following:
Payment will be made under:
Pav Item Unit
202.01 Sawcutting < 4" LF
202.02 Sawcutting — Additional Inch Depth LF/Inch
The above prices and payments shall include hill 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 33
1
SECTION 00530
NOTICE TO PROCEED
Description of Work: 2011 Renewal - 6046 Concrete Maintenance Project
To: Vogel 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: Vogel Concrete, Inc.
By:
Title:
Section 00530 Page 1
REVISION OF SECTION 203
EXCAVATION AND EMBANKMENT
Section 203 of the Standard Specifications is hereby revised as follows:
DESCRIPTION
Subsection 203.01 is revised to 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 is revised to 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 coarse 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 l 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 I of 33
0
1
8
0
n
I
I
I
I
1
[_1
1
Ci
REVISION OF SECTION 203
EXCAVATION AND EMBANKNIENT
The Contractor and the City Representative shall field measure and agree upon the excavated quantity before any
further work continues. Should the Contractor fail to request the City Representative to measure any work and
perform other work that would prevent the City Representative from treasuring pay quantities, the Contractor shall
not be compensated for materials not measured by the City Representative.
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 City Representative 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 Excavation — General CY
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.
END OF SECTION
Project Specifications - Page 12 of 33
I
REVISION OF SECTION 208
EROSION CONTROL AND INLET PROTECTION
Section 208 of the Standard Specifications is hereby revised as follows:
DESCRIPTION
Subsection 208 shall be revised as follows:
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 ofFort 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 of this project,
will be the sole responsibility of the Contractor
MATERIALS
Subsection 208.02 shall be revised as follows:
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.
Droo 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 -opening 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 City Representative.
Project Specifications - Page 13 of 33
I
i
I�
II
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 208.7 is revised to include the following:
Payment will be made by each inlet protection at each location within the area as required by the City
Representative. 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 City Representative.
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 lineal foot payment will be made for the protection of the location.
I . Inlet protection shall include sufficient length to protect around the perimeterof the grate on a standard size
inlet opening.
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 208.08 is revised to include the following:
Payment will be made under:
Pav Item Unit
208.01
Stormwater Protection - 9" x 10' Rock filled Wattle
Each
208.02
Stormwater Protection — 9" x 25' Rock filled Wattle
Each
208.03
Area Inlet Filter Straw Bales
Each
208.04
Area Inlet Filter Gravel
Each
208.05
Curb Inlet Filter Gravel
Each
Project Specifications - Page 14 or33
REVISION OF SECTION 208
EROSION CONTROL AND INLET PROTECTION
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 15 of 33
REVISION OF SECTION 212
SEEDING, FERTILIZER AND SODDING
' Section 212 of the Standard Specifications is hereby revised as follows:
DESCRIPTION
Subsection 212.01 is revised to include the following:
This work shall consist of soil preparation and furnishing 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 "Protection and Restoration of Property" found herein.
' MATERIALS
Subsection 212.02 is revised to include the following:
' TTo soil Topsoil shall conform to the requirements of "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 l% 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 48 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 famished, 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 is revised to 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 (I) 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''/I 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 staggeringjoints 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 placement/replacement 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.
1
' Project Specifications - Page 16 of 33
REVISION OF SECTION 212
SEEDING, FERTILIZER AND SODDING
BASIS OF PAYMENT
Subsection 212.08 is revised to 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 City Representative 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/Irrigation 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
Project Specifications - Page 17 of 33
' REVISION OF SECTION 304
AGGREGATE BASE COURSE
' Section 304 of the Standard Specifications is hereby revised as follows:
MATERIALS
Subsection 304.02 is revised to 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 at any time as directed by the Engineer.
METHOD OF MEASUREMENT
' Subsection 304.07 is revised to 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 75% of the total amount used. The remaining 25% 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 304.08 is revised to include the following:
' Payment will be made under:
Pav Item Unit
304.01 Aggregate Base Course 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
I
' Project Specifications - Page IS of 33
1
REVISION OF SECTION 403
HOT MIX ASPHALT - PATCHING
Section 403 of the Standard Specifications is hereby revised as follows:
DESCRIPTION
Subsection 403.01 is revised to 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 is revised to include the following:
In all concrete repair locations, the Contractor shall remove no more than six (6) inches ofasphalt 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 City Representative which shall be applied to the face of the new concrete adjacent to the
temporary patch installation.
METHOD OF MEASUREMENT
Subsection 403.04 is revised to 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 is revised to include the following:
Payment will be made under:
Pav Item
403.01 Temporary Patching
Unit
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 19 of 33
II
[1
[1
II
I
I
I]
REVISION OF SECTION 604
INLETS AND CULVERTS
Section 604 of the Standard Specifications is hereby revised as follows:
DESCRIPTION
Subsection 604.01 is revised to 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 City Representative.
CONSTRUCTION REQUIREMENTS
Subsection 604.04 is revised to 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 13 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. Expansionjoint 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 412.18. 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 Specitcations - Page 20 of 33
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 604
INLETS AND CULVERTS
METHOD OF MEASUREMENT
Subsection 604.06 is revised to include the following:
Reconstruct Deck shall include the deck reconstruction ofexisting 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 is revised to 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 - Remove & Replace Each
604.05
Catch Basin - Reconstruct Deck
Each
604.06
Catch Basin - 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
City Representative.
END OF SECTION
Project Specifications - Page 21 of 33
' 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, October 2002, 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 I, Type IAL or Type III.
' 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 13,
' 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 II, 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
as directed by the Engineer.
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.
The finished exposed surface and edging of the concrete will match as closely as possible the surface treatment of
the surrounding existing concrete.
' Project Specifications - Page 22 of 33
REVISION OF SECTIONS 608 AND 609
SIDEWALKS, CURB & GUTTER, DRIVE APPROACHES, APRONS,
CROSSPANS, AND CONCRETE PAVEMENT
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 filler 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, 12" OC. Dowels shall
tit 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 Linder the terms of this contract.
The 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 of concrete stated above.
The debris immediately adjacent to a concrete repair location shall be completely cleaned up on the workday
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. Methods shall be submitted for approval by the Engineer.
Project Specifications - Page 23 of 33
P
' 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 flagstone 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 MEASUREMENT
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 measured at the
midpoint.
tAll 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 of sidewalk 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 toot 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.
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.
' Project Specifications - Page 24 of 33
I
REVISION OF SECTIONS 608 AND 609
SIDEWALKS,
CURB & GUTTER, DRIVE APPROACHES, APRONS,
CROSSPANS, AND CONCRETE PAVEMENT
BASIS OF PAYMENT
Payment will
be made under:
Pav Item
Unit
608.01
Remove Concrete
SF
608.02
Remove and Haul Fillets
EACH
608.03
Apron 8" - Remove & Replace
SF
608.04
Crosspan 8" - Remove & Replace
SF
608.05
Driveover Curb, Gutter and 6" Sidewalk
Remove & Replace
LF
608.06
Driveover Curb and Gutter, No Sidewalk
Remove & Replace
LF
608.07
Vertical Curb, Gutter and 6" Sidewalk
Remove & Replace
LF
608.08
Vertical Curb and Gutter - No Sidewalk
Remove & Replace
LF
608.09
Vertical Outfall Curb and Gutter - Remove & Replace
LF
608.10
Barrier Curb 12" — Remove & Replace
LF
608.11
Hollywood Curb, Gutter and 6" Sidewalk
Remove & Replace
LF
608.12
Hollywood Curb and Gutter - No Sidewalk
Remove & Replace
LF
608.13
Highback Curb and Gutter - No Sidewalk
Remove & Replace
LF
608.14
Pedestrian Access Ramp - Remove & Replace
SF
608.15
Pedestrian Access Ramp, Highback Curb
Remove and Replace
SF
608.16
Truncated Dome Panel
SF
608.17
Flatwork 4" - Remove & Replace
SF
608.18
Hatwork 6" - Remove & Replace
SF
Project Specifications - Page 25 of 33
REVISION OF SECTIONS 608 AND 609
SIDEWALKS, CURB & GUTTER, DRIVE APPROACHES, APRONS,
CROSSPANS, AND CONCRETE PAVEMENT
608.19
Replace Flatwork — I" Additional Depth
SF
608.20
Colored Concrete (4") San Diego Buff— Up Charge
SF
608.21
4' Valley Pan (6") — Remove & Replace
SF
608.22
Concrete Pavement 8" - Remove & Replace
SF
608.23
Alley Approach 8" - Remove & Replace
SF
608.24
Expansion & Caulking
LF
608.25
Splashblock 4"
SF
608.26
Exposed Aggregate 4" — Up Charge
SF
608.27
Reset Flagstone
SF
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 26 of 33
REVISION OF SECTION 630 ,
CONSTRUCTION ZONE TRAFFIC CONTROL
Section 630 of the Standard Specifications is hereby revised as follows:
DESCRIPTION
Subsection 630.01 shall be revised as follows:
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 of the 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 mast 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 be revised as follows:
t
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 8:00 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 8:00 a.m.)
Project Specifications - Page 27 of 33 ,
I
I
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.
I 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 [, Type [[, and Type [[I barricades;
cones; drum channelizing devices; advance warning flashing or sequencing arrow panel. Certain
L 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.
t(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 quantityof"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 be revised as follows:
TRAFFIC CONTROL MANAGEMENT
Traffic Control Management shall be performed by a Traffic Control Supervisor (TCS). 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 City representative, for
each TCS utilized on this project.)
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 daring the construction when payment is
Project Specifications - Page 28 of 33
I
REVISION OF SECTION 630
CONSTRUCTION ZONE TRAFFIC CONTROL
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 City Representative, 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 (l) 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
(l) 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 ofthe 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.
(8) 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 of24 hours prior to the
commencement of work. (Mote: 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 29 of 33
I
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 be revised as follows:
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 a 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.
ITraffic 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
I 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.
I 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 day, 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.
I
Project Specifications - Page 30 of 33
P
I
I
11
J
SECTION 00610
PERFORMANCE BOND
Bond No. KA5030
KNOW ALL MEN BY THESE PRESENTS: that
Vogel Concrete, Inc.
6330 S. College Ave., Fort Collins, CO 80525
(a Corporation), hereinafter referred to as the "Principal" and
(Firm) Contractors Bonding and Insurance Company
(Address) pp Box 9271, Seattle, WA 98109-0271
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 $ 1,578,609.36 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
into a certain
copy of which
The City of F
Project.
OF THIS OBLIGATION are such that whereas the Principal entered
Agreement with the OWNER, dated the 28th day of March, 2011, a
s hereto attached and made a part hereof for the performance of
rt Collins project, 2011 Renewal - 6046 Concrete Maintenance
' 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.
1
1
Rev 07/08
Section 00610 Page 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 flagger 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 S 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 be revised as follows:
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:
Pav Item
630.01 "NO PARKING" Sign with Stand
630.02 Vertical Panel without Light
630.03 Channelizing Drum without Light
630.04 Type I/II Barricade without Light
630.05 Type III Barricade without Light
630.06 Size A Sign with Stand
Project Specifications - Page 31 of 33
Unit
Per Day Per Each
Per Day Per Each
Per Day Per Each
Per Day Per Each
Per Day Per Each
Per Day Per Each
I
REVISION OF SECTION 630
CONSTRUCTION
ZONE TRAFFIC CONTROL
630.07
Size B Sign with Stand
Per Day Per Each
630.08
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 Day Per Each
630.11
Safety Fence
Per Day Per Roll
630.12
Light
Per Day Per Each
630.13
Advance Warning Flashing or
Sequencing Arrow Panel
Per Unit Per Day
630.14
Variable Message Board
Per Day Per Each
'
630.15
Traffic Control Supervisor
Per Day
630.16
Traffic Control Supervisor
Per Hour
I630.17
Flagging
Per Each Per Hour
Flagger hand signs shall not be measured and paid for separately, but shall be included in the work.
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 ofbatteries, electricity and/or fuel for all lighting or warning devices will not be paid for separately but will
be considered subsidiary to the item.
Sand bags will not be measured for but be included in
and paid separately, shall the work.
The Contractor may provide larger construction traffic signs than those typically used in accordance with the
MUTCD, 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.
l
i
1
IProject Specifications - Page 32 of 33
r
REVISION OF SECTION 630
CONSTRUCTION ZONE TRAFFIC CONTROL
SPECIAL CONDITIONS FOR WORK ON ARTERIALS AND COLLECTORS
NOTE: CROSS STREET TRAFFIC SHALL BE MAINTACNED AT ALL TIMES UNLESS AUTHORIZED BY THE
ENGINEER IN WRITING.
NOTE: FULL CLOSURES ON ARTERIALS AND COLLECTORS, INCLUDING THOSE LISTED ABOVE, WILL
BE ALLOWED UNDER EXTREME CIRCUMSTANCES AND ONLY UPON APPROVAL OF THE
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.
SPECIAL CONDITIONS FOR WORK ON RESIDENTIAL STREETS
NOTE: FULL CLOSURES ON ALL RESIDENTIAL STREETS SHALL BE ALLOWED AS SHOWN ON THE
TRAFFIC CONTROL PLANS.
Project Specifications - Page 33 of 33
I
I
SECTION 02500
QUANTITY ESTIMATE
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.
I
I
I
I
I
d
i
i
CDC!.
CD
CD
<
mr)
z
D
z
1
1
I
1
I
I
1
t
1
Y Y
I
{I
J
a
r
a Y
O
O
0
0
Q
o
'
>
3
-'
U
Y
r
}
z
z
u
z
5
O
C
Z
z
o
,
D
GNG
Z
D
x
C
x
C
m
_
Z
V
x
z
x
C
S
N
¢
2
2
Z
O
Z
ON
Iw
3
U
U
O
i
s
>
Z
o
J
J
C
1
O
U
�
i
�•
O
(/]
j
O
O
C
O
O
O
O
O
O
O
^�
R?
O
'J
...b
O
O
O
O
G
O
O
z'
,
O
ON
cli
O
b
.V G•I
N
N
ch
Cll
N
N
V
N
(^
f•1'.
x
x
�
[^
Yl
O�
Y
V
O'
�i
W
�O
z
_
_
g
moo.
o
=_
�i
--
O
O
O
O
O
V
O
O
O
Y
V
OO
O
O
O
O
O
j
7
j
?
O
�,
O
O
0
0
�+
O
O
O
O
O
O
O
O
O
G
O
O
�
c
O
O
0
0
O
a
p,
N
CI
O
`'J
E. �.
O
•"1
e'•1
J
R
r
r
C
O
O
O
O
—
ie
N
N
M
O
N
N
i
7
R
'1
.'Iui
...7
L
>
D
Z)
Z
s
^-
C
n
n
C❑
Z❑
Z
G
z
z
J
J
z
z
r-
}
O
z
p
o
❑
❑
>
>
-
C
U
>
>
F
w
C
O❑
C
U
O�
U
U
F
¢-
t)
Z
m
J
O
O
..
O
N
I7
Z
L
U
J
U
❑
3
:n
U
U
U
i
U
>
Y
>
—
71
J
v
Y
.�
Y
I
1
1
1
1
1,
1
I
I
LJ
11
I
i
O
O
O'
V
s'
f
Q
.qt.
0
G
�
�. Li
o
O
O
.O
O
�
O
O•
O
O
O
O
O
'O
o
o.
o
o
o
0
0
x zz
i
I
z
C
O•.
O
O
O
O
O
O
O
O'
O
O'
O
O
0.
O
O
'O
O
O
O
O
O
C
3
j
o
j
o
0
0
� Z
b
�
;
•L
;J
O
O
O
O
J
�
G.
O
O�
O
O
O
O
'�
CD
cm�
�
m V
v
o
>
Z)
7
7
z
z
zz
>
>
Z
nz�C
ti
C
C
p
=
U77—
O
_
•�
Z
Z
=
<
=
3
p
J
moo
1
C
I
y
�
O
O
O
O
b
i
1
I
0
0
0
W .0
x
I
G
y c.
N
�
•J
'r`
O
O
O
O
O
O
O
O
O
O
O
O
.x'.
��
7
O
i
,•
i
'_O
]p
`7
%
S
� Q
Y
L:
-y
LL
O
O
fh
ON'
ON
tSn
fYi.
p
U'
vVi
vvi
j
N
N
V
16
p
p
'ON
O
b
:3
['l
:J
9
:J
-
:J
3
y
'J
7
7
O
O
O
O
J
O
O
-
F
-
>
>
D
>
>
>
c
_
5
On
m
z
<
Z
Z
Z
Z
J
}
_
U
U
U
`i•
J
�
>
�
J
•
v;
3
�
J
—
_
O
—
�
O
—
�
-
_
O
J
s
s
u
o
o=_�
a
U•
ti
3
3
U
I
r
I
I
I
I
I
I
I
I
I
I
I
I
I
'm
6
a!
M
q
'D
O
.5
5
0
ze
0
2:
u
0
0
0
0
0
>
w
>
z
J'!'.
N
<
<
13
U
W
0
z
>
'74
Z
0
x
Z
0
Z
U
X
X
3
Z
O3
u
0
u
v=i
0
CZ
0
0
0
0
0
3C)
C
3
I
I1
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
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 6th day of May
20 11.
IN i SENCE OF: Principal V el Concrete, Inc.
(Title)
- 6330 S. College Ave.,
t ? Fort Collins, C080525
(Address)
(Corporal ••6ea;b
IN PRESE``�"11{{���6)1*'`%%%% Other Partners
By:
1
By.
IN PRESENCE OF:
surety Contractors Bonding and Insurance Company
PO Box,V 71
By: Seattle, WA 98109-0271
��,
(Address)
Q0INSURgy��, ,
'
O
- ' T i N�Eo Da�e1bf or'rd must not
be prior to date of Agreement.
Cr CTit$e5OR is Partnership, all partners should execute Bond.
�i� WAS
Rev 07108
'
Section 00610 Page 2
I
z �
o
o.
O
o
f0 .[z. A.
of
o
o;
.0
c
c
U
I
O
COI
.=
L 7
_
_
U
I
O
O•
O
� y
O
O
O
O
O
O
O'"
0-
O
O
Z y
U z
I
NI
�
C
x,
Lz
�
o
o.
o
o
o'
0
o
0•
d
�
o
o
a y
FzYo
c
A
O
R
O
S
O
CJ
O
-
CA
L'
w
°
0
Z7
°
0
0
0°
0
0
0
0
m.
O°
0
0
0
0
5
�-'
0
C
Z
Z
3=
3
3
Y
3
3
3
=
c
<
Z
^'
O
<<<<
Z
Z
Z
Z
Z
-
=
a
F
LU
w
-
<
Z
Z
U
Y
Y
3
Z-
S
U
U
iJ
-
U
rn
U
•r.
E
rn
'y
11,
10
zz
z
0
0
0
Y
YC
U
U
N
El
I
I
I
I
I
I
I
I
I
I
Fj
11
11
I
i
I
I
I
I
I
I
I
I i
_�
t
C!
�z Q4 T
CD
oc
oo
O
CR
1-6
6
,6
.6
O
IWD
O
0
cD
j
0
CD
(D
0
0
0
0
Z
F-
Z
z
<
<
<
<
<
<
<
<
z
o
z
z
7
m
u
E
0
0
0
z
<
0
0
0
0
0
co
U
z
M,
IM I
<
F—
<
<
z
z
z
U
0
U
Z)
0
CD
D
rA
<
0
C
<
>
z
z
<
>
z
<
<
1'
e
�
L
C
O
Q
A
�
�
7 V
q
�
I
J
q
_
N
V
O
O
CC
6
Off.
a G
o
o
�
�.
o
z.
xz
I
i
a Y
7
�
L r
m�
m
a
v
a
Z)!
T
7
.
7
O
�
y
z
'
Z_
C
z
e
y
a
<
<
¢:
<
L'J
<
❑]
>
_ '
�
Z
J
L
Z
J
G.1
Z
�
Z
4.]
Z
�:
J
t�
?
<
J
�'
a
W
Q
F
N
J
�
G
�
Fa-
O
<
ZZ
r`—n
cFil
Z
-
O
y-_-
�-J-,
2
7
0
0
7
.....
'
Z
U
Y
Y
3Z
y
i
0
0
0
vi
U
t+.
In
U
vl
i
^,1
0
C
O
F
m
j
0J
Ll
I
11
I
I
I
I
11
I
I
I
I
11
I
we,
IR
ID
M
IR
41
k
I
17,
ram: ,
LU
0
z
o
o
5
0
0
0
a
0
z
tD
z
3
z
z
z
LU
C)
6Z
W
w
w
z
U
Y
Y
3
7
1
Ul
E
7M
E5
E5
Z
Z
I
SECTION 03000
DETAILS
Rock Sock (RS)
SC-5
Straw Bale Filter
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 (111 & IV)
707
Street Intersection Crosspan
708
Drainage Under Sidewalk
709
Curb Inlet 4' Opening — Vertical Curb & Gutter
D-7a, 7b
Curb Inlet 4' Opening — Driveover Curb & Gutter
D-8a, 8b
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
11
I
1
I
1
P,
Rock Sock (RS)
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
Rock socks can be used at the perimeter
of a disturbed area to control localized
SC-5
Photograph RS-1. Rock socks placed at regular intervals in a curb
line can help reduce sediment loading to storm sewer inlets. Rock
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 BMP, typically when sediment
has accumulated behind the rock sock to one-half of the sock's
Rock Sock
height.
Once upstream stabilization is complete, rock socks and
accumulated sediment should be removed and properly disposed.
.'Functions
Erosion Control
No
Sediment Control
Yes
Site/Material Management
No
November 2010 Urban Drainage and Flood Control District
Urban Storm Drainage Criteria Manual Volume 3
RS-1
SC-5 Rock Sock (RS)
® SLY" (MINUS) CRUSHED ROCK
ENCLOSED IN WIRE MESH IY2- (MINUS) CRUSHED ROCK
ENCLOSED IN WIRE MESH
WIRE TIE ENDS I
4" TO 6" MAX AT
T
0" ON BEDROCK OR GROUND SURFACE tCURBS, OTHERWISE
HARD SURFACE, 2" 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 1X2- (MINUS) CRUSHED ROCK AND WRAPPED
WITH ADDITIONAL WIRE MESH SECURED TO ENDS OF ROCK
ROCK SOCK, REINFORCED SOCK. AS AN ALTERNATIVE TO FILLING JOINTS
TYF 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:
-LOCATIONS) OF ROCK SOCKS.
GRADATION TABLE
SIEVE SIZE
MASS PERCENT PASSING
SQUARE MESH SIEVES
NO. 4
2
100
1
90 - 100
1"
20-55
0 - 15
?§"
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 0Y" (MINUS) IN SIZE WITH A FRACTURED FACE (ALL SIDES)
AND SHALL COMPLY WITH GRADATION SHOWN ON THIS SHEET (1h" MINUS).
3. WIRE MESH SHALL BE FABRICATED OF 10 GAGE 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
I
I
1
11
1
1
1
1
I
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 8MPs 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 Yj 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 AUTOCAD)
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 DENVER METROPOLITAN AREA. THERE ARE
MANY OTHER SIMILAR PROPRIETARY PRODUCTS ON THE MARKET. UDFCD 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 Stonn Drainage Criteria Nlanual Volume 3
RS-3
I
Area inlet
(with Grate %
o �—
o c o c F
Q
Straw Bales Staked
with 2- Stakes Per Bale
A
O O O
O p O
p
a
h
p a o a a p
PLAN VIEW
Stak¢. Twine
Runoff,�.,I Compacted So i
�'IKiV Ir�tt�u?rtt..
Filtered WaLer�
SECTION 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
APPROVED 9Y:
sediment basin or other filtering measure, DATE:
3. Sediment shall be removed immediately REVISIONS:
from traveled way of roads. D-23
FIGUR: 6.2
WirsScreen—
(Approx. Y2 ',Mesi %)
0
-Crdvei FIl er
Area Inlet
... L. "_-7
PLAN TEW
CanGYeEz 310Ck
Grave! Fi f per
QVOrrIOW --� - Concm0 Z Block
r-- Wire Semen
Runof= I�IG Gravel Filter
.�...� AID ❑In .
;.. e: i e a ai=a0
Ff hared Wader
SECTION A -A
General Notes: AREA INLET FILTER
1. Inspect and repair filters after each storm GRAVEL
event. Remove sediment when one half of
the filter depth has been filled. Removed CITY OF FORT COLLINS, COLORADO
sediment shall be deposited in an area STORMWATER UTILITY
tributary to a sediment basin or other
filtering measures. A?CQOvED DaTE :
:
2. Sediment and grave! stealf be immediately --VISIONS;
removed from traveled way of roads. D-24
FICUU. 6.3
SECTION 00615
' PAYMENT BOND
Bond No. RA5030
' KNOW ALL MEN BY THESE PRESENTS: that
Vogel Concrete, Inc.
' 6330 S. College Ave., Fort Collins, CO 80525
(a Corporation), hereinafter referred to as the "Principal" and
' (Firm) Contractors Bonding and Insurance Company
(Address) PO Box 9271, Seattle, WA 98109-0271
' 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 $ 1,578,609.36 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 28th day of March, 2011, a
' copy of which is hereto attached and made a part hereof for the performance of
The City of Fort Collins project, 2011 Renewal - 6046 Concrete Maintenance
Project.
' NOW, THEREFORE, if the Principal shall make payment to all persons, firms,
subcontractors, and corporations furnishing materials for or performing labor
in the prosecution of the Work provided for in such Agreement and any
authorized
extension or modification thereof,
including all amounts due for
materials,
t
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;
otherwise to remain in full force and effect.
1
Rev 07108
1
Section 00615 Page 1
r
PAGE 32
Gnva! Fill
(A prox.3,
Dtdmete!
' (Aporox. %z tilesh)
Wiry, Scree
Over -!Row
RunoT=
L--C— revel F:hzr
PLAN VIEW
Block
GX4
erect VIA-zr
Wire, Screen It �i_ I
Z'1/4''Wcod �Guro inlet
ION A -A
u
General Notes: I CURB INLET FILTER
1. Inspect and repair filters after each
storm event. Remove sediment when GRAVEL
one half of the filter depth has been
filled. Removed sediment shall be de- CITY OF FORT COLLINS, COLORADO
posited in an area tributary to a sadi- STORIMWATER UTILITY
meet basin or other filtering measure. APFR.0VE-D gY:
2. Sediment and gravel shall be immediiately DATE:
removed from traveled way of roads. REV1S1E S:
FTGUR: 6.6
D-25
2'-6"
1 1/2"R. 4 1
N 2R.
Gutter edge may be a
tapered or battered.
(Typical for all Curb
d
& Gutter Types) (o
VERTICAL
30"
1 18" 1 12" 1
C!
n
ROLL-OVER
(LOVELAND)
75"
N
r
CURB AND GUTTER
LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING
URBAN AREA DRAWINGS
STREET STANDARDS DATE: 03/01/02 701
o
LL J_
c c
E .E
N r
1,8/c
Old
.
c
E
N
Y
m
(E
U
m
l i_
Lu
' i
EE U
r aD 1
�7 \W
CE
Caj) z Q
—�
LL
.i.
LL
r�
(I) .9/£ L
J
J_
IL
(:
O
�—
U
7777
z
(c
W
VXX
MW
Cc
U
CURB AND GUTTER/SIDEWALK
LLARIMER COUNTY CONSTRUCTIONREVISION NO: 1 DRAWING
URBAN AREA DRAWINGS
EET STANDARDS DATE: 03/01/02 "�� 2
J
2Q
J
W
Q
w
I
o
m�
LL
W
MV
W
U
If
U
1
w
CE
0
n
L
I
L
11
11
^ N
LIMITS OF C & G
z
14 IN.17 IN.
3 FT. 9 IN.
\
(1.17 FT.) a:r \ (T42 FT.)
(3.75 FT.)
�
n
n
1 1/2 IN.
_
FLOW '.
LINE
D D D p n 4 IN.
1
a
`
T
I
6 IN. '
D ! D
I \
° 6 IN.
°
^
¢r
e p e I
W
�n
(1�51FT.) (I 51FT.)
_
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 —�
- p' 4 IN.
� D
2 IN, R p
D D
6 IN. Z
1
n e °
6 IN. p
4 FT. MIN.
12 IN.
e.
VERTICAL 6 IN.
CURB, GUTTER AND SIDEWALK
EDGED
SURFACE
1/8 IN. R.
3/4 IN, MIN.
4.43 FT,
1.18 FT, .58 FT, 2.67 FT.
D o
09 FT,
•IN.
• c ••
• D
1 D
.30 FT. 11 FT, {I I e e p e p e c e o 4 IN,
1
p
D
I
DUMMY JOINT
1 f D
p pl
FOR WALKS
e e 6 IIIN, o
1
COMBINATION CURB, GUTTER AND SIDEWALK
1.HOLLYWOOD"
(OBSOLETE - FOR REPLACEMENT ONLY)
CURB, GUTTER AND SIDEWALK DETAILS
® CITY OF FORT COLLINS
STORM WATER
APPROVED:
DETAIL
DATE: it/13/00
UTILITIES
CONSTRUCTION DETAILS
D - 6
DRAWN BY: NBJ
City of Fort Collinrl
1'-6"
IM
J
1/8" TO 1/4"R.
1-1/2" 4-1/2"
1 1/2"R.
1-1 /2" TO
2" R. Fn
c•
u, (D
°
OUT FALL CURB & GUTTER
(FORT COLLINS ONLY)
1/2"
1/2"R.
"" All
TO 1 /4"R.
1"t 1/4" ° n e ° 1"i- 1/4"
_ 3° ° 3 1 /2" 3"
1 1 /2" ASPHALT OR
* 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)
6" 6" 6"
1 1/4"
J ° d
° to LU CO °
. d " LiJ CO
Ft. M ap r FL ° d
_ d
0 0
ROADWAY
PAVEMENT
8" BARRIER CURB 6" MOUNTABLE CURB
(CDOT TYPE 2 SECTION B M-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: 04/01/07 703
aught 0 NJ � n/
PERSPECTIVE
Ramp if necessa
Right of Way line
Detached 1:12
Sidewalk max.
W W W
} y y
i W
6"
►' `i/1:12max.
TYPE I
X = Curb Transition Length 1
Y = Parkway Width in Type I Approach
W = Driveway Width (See Drawing 707)
t = Concrete Thickness - minimum 6"
Type I = With Detached Sidewalk
Type 11 = With Attached Sidewalk
Refer to Chapter 25 for minimum removal dimensions.
W = Width
A
i B
c
v
W
Y
Y
W
X
m
W
Y
W
W
N
N X
ry I L 1:12 max.
Driveway I Width Varies I X=6'-0"
Attached
Sidewalk
Back of curb
FL
Lip
TYPE II
W
EXPANSION z
t ,12 (Max) m JOINT
o WALK
c
_ SECTION B-B
NOTE: a N.T.S.
WALK Y
1. Concrete driveway must be a
provided to the property line. p 1:48 SLOPE
m 1 /4' PER FT. 112 (max )
Expansion joint if drive WALK .SECTION A -A+ t
continues as concrete
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
O
N N N
;a
o N Q ° > ;
Y_ C p U co Y L Oto
N p N m N 4
j B o 0
� C��Z a (3 Cn o 3
Lo Q C Q)
°' g000.
o Y > 0
N
p 2 o Q J Q 0 �—
Z O N M 0
N = N O
o+ a c
O U CO
�a+ Q x 16
W W Q vo o w0
T\ U 0 E
d_ C� I 00
O
w 3a M N\
p Q > > v o 3
Z c ca
N (� ao. E Cv
a�
(m Q Q Ey E °v
°�
a
00 o C D
T Z Z I L of E N_
ryry�� ryry�� ° O
W N CD S O OM z N
L
0
(xew)
Bb:�— Z� �
r
('uiw) .9
T"
c6
�o Q 8bl Zl lQ
m� a�c�
o X Z p U m
C W N N Z �I co
N W 7 N
n I aS E U
Q y co
\` Q E C O C � p S O
x N N Q N
/11 N� cx6 I Y Z N 0 L N
I 0 p
N N U Q C p1
C \Q O_ N� E'°�
� N
ac 9 m = > U ar ma m
o�
�O U Y W W �a 0)a
Lu
FL U-a % !I1 °uj
oad000�°
Ocn } Ow �99cl LCC co
111 ma 77 Cp
Q v z Cf)W —_ U O O N i
O c0QbOQ9F-
QI I Z r N Cl 7 lfl (O
23
•—
N
N
N
E
x
R W
_
O
O
O 2
•
•
z
O
J
a
�
E
�
u
4
vS
z
�
�
N
E
N
H
�
�'
v
3
t^
�'
3
0
5
u
�
�
f
U
STANDARD DRIVEWAY APPROACH (HIGH VOLUME DRIVE TYPES III & IV)
LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING
URBAN AREA DRAWINGS
STREET STANDARDS DATE: 04/O1/07 ���
�
�
�
�
�
�
�
�
�
�
\
ofa.
o
}
{
u§
\
0
§
#2
a5 -
8
o
�0 a
«
j§ c
y
®
\
a
2
\
\
§
.
$
a
g <
< e
=
F-
G
/3
#gig
�
CL
ja_e
>
\
4
m#
z
-+�
% ��
§
§\
ao
/-$5
$
»
°
/# SS
$
�
}\3
}§\
u�u
��
°R
_ z
g=
\S
—
~
» uG
3\
$_
uu
? y
\j
u/\
')}
o
»
ue
SaO
�o«
. ,
<
°CL
�>
,y���
kJ
2
V�
z&
E/
§� R
% z +
g
g�
=I
$$7
'.`
\3
w
§®
\\
�
\\
-i
_z
%I�
q
2
\
ZCL
e
:
0
/
|
LLI
y
§
§/7
.
§}
)\
a$/
.
s>I
a
%±4
z
*
*
\\�
»
�
�
�
/
/
§
\
)&
-
y
_
$
�\§
\
»
e
7�
§��
°
�
-
�
;
��\
«Ga
\
\
_
STREET INTERSECTION CROSSPAR
L RIMER COUNTY EONS R C WIN REVISION N$ 2 DRAWING
URBAN &RE& DRAWINGS
s REE STANDARDS D� 2 04/0!/07 708
0
N
N
M
A
X (Varies, See Plans
Xmax=2.0)
L� 1 1 /4"
d (Varies,
See Plans)
f103B" 6" CG�`TI(ll�l R_R c
C
Attached
Sidewalk
C
5/8" Rolled Steel Tread Plate
(diamond pattern)
Dimension Variable
Retaining Screws at
C 4'-0" or as Directed B
Detached Sidewalk
0
W
Notes: I
5/8' Rolled Steel Tread Plate
1. Length of steel plate varies. L = 1 1 /4" x 1 114" x 1 /4" 1 /2" x 1" Flat Head Mach.
2. Chase and cover plate run from
Screw Brass or Electro-galv.
Right of Way line to Flow line unless ,finish
12° on center
approved by the Engineer.
(typical both sides)
With curb walk, cover plate extends
?7screw
ngle iron to be drilled and
from property line to top of walk face.
hreaded to receive screw.
oncrete to be drilled to allow
3' #4 Bar Welded at 12" on
SECTION C-C
to extend into the
concrete
center, Nelson Standard Anchor
or equivalent, (typical both sides)
(typical both sides).
• 4 r ..
a
4 .
COMBINATION CURB, GUTTER, AND SIDEWALK
4
6" VERTICAL CURB, GUTTER, AND SIDEWALK
SECTION A -A (2 VIEWS)
STANDARD DETAILS FOR DRAINAGE UNDER SIDEWALK
LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING
URBAN AREA DRAWINGS
STREET STANDARDS DATE: 04/01/07 709
6 FIN.
3 FT.-6 R
B I
6 ItITN.
2 FT.
A //6 IN. STEEL DECK RING WITH
�2X IN. HEAVY DENVER COVER BY
MaCLEAR OR APPROVED EQUAL.
rr
I `/
6 IN. —
6 IN. THICK
SIDEWALL (TYP.
BOTH SIDES)
6 IN,I
—
WARPED CURB 6 SEE DETAIL 'A' FLOW LINE
GUTTER (TYP.
BOTH SIDES)
4 FT. OPENING
11 FT.
2 FT
j — J
6 IN,
SEE CURB FACE
—9ACB OF
CCURR
ASSEMBLY DETAIL
B
MANHOLE
RUNGS-l2 IN. O.C.
A
PLAN VIEW
B 8.5 FLUSH NTS
WITH CURB FACE 18 BAR 3 FT.-6
I 1/2 IN. R 18 IN. LONG vARPEO
1/4 IN. -I IN. LEG GUTTER
2 IN.
f .. NORMAL FLOW LIP
2 IN. 4_I
6 IN. — 6 IN.
NA /MIN.
6i
/ FT.-
1% SLOPE FOR
DRAINAGE
SECTION A -A
TOP OF GUTTER
FT.-6 II
WARPED
GUTTER
IN. I
•
2,1 05 BAR
ALTERED
o-
FLOW LINE
1 1/2 IN. PIPE SPACER
AND 11/4 IN. LOCK NUT
o
7i
a
8 IN.
—6 IN.
6 IN.
°
• °4
•0
N. >
_
¢
•
1 1/4 IN. DIA. X 24 IN. GALV.
^�
If. SLOPE FOR
DRAINAGE
STEEL ROD - THREADED
3 1/2 IN. AT TOP.
1/4 IN.
10 IN.
EMBEDMENT
3 IN. X 3 IN. X 3/8 IN.
° PLATE
SECTI❑N B-B
•6 IN.
EXTEND CHANNEL
CURB FACE ASSEMBLY
DETAIL
-- 6 IN.
WALL
TO OUTSIDE
EDGE OF WALL
GENERAL NOTES
1. SEE D-7B FOR REINFORCEMENT. 5.
2. FLOOR OF INLET SHALL BE SHAPED WITH
TOP SLAB OF INLET SHALL BE SLOPE TO
MATCH SIDEWALK. SEE D-6.
3 IN.
RAD.- IN.
ADDITION CONCRETE TO FORM INVERT 6.
TO PIPE CONNECTIONS.
EXPOSED STEEL SHALL BE GALVANIZED IN
/
3. MANHOLE RUNGS SHALL BE REQUIRED FOR
ACCORDANCE WITH AASHTO M-111.
INLET HEIGHT I FT. AND GREATER.
DETAIL
'A'
X. 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
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
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 6th day of Nay , 20-ji.
IN PR5rSENCE_ OF:
L )
``T
(Corgorar,e Seat
IN PRES�FijS LOF pp \\�
Principal Vogel Concrete, Inc.
By:
(Title)
6330 S. College Ave.
Fort Collins, CO 80525
(Address)
Other Partners
'
IN PRESENCE OF:
Surety Contractors Bonding and Insurance Company
B y:Vu ak _ �CA
PO Box ' 271
By:Seattle, WA 98109-0271
(Address)
S 7/
- V~ R P yr i
N 9 :C A df`�dnd must
0
not be prior to date of Agreement.
i o s 7,f C(33QTFFt(fTOR is
Partnership, all partners should execute Bond.
m r
1
Rev 07/08
Section 00615 Page 2
4 FT. 6 IN.
B
L
2 FT.
I
A /401
8 IN. O.C. ---I I---� /601 501 \
ril
Woo
'
Y�Y
`*-FLOW LINE
III HOLE IN CENTER \,-407
B
j
2 FT. 4 FT - A LN
SECTION A -A
NTS
4oe-)
3 FT. 5 FT. 3 FT.
11 FT.
l FT. 2 FT. 1 5 FT. 2 Fi. I FT.
A r402 k4 ANCHORS
PLAN VIEW
NTS
TABLE 1
BAR LIST FOR CURB INLET 402
40
MARK
DIA.
IN.
O.C.
SPACING
TYPE
NO'
REQ'D
IENGHT
401
8 IN
II
4
3 FT. 10 IN.
402
1
T
12 IN.
III
+
7 FT. 10 IN.
403
l2 IN.
IV
6
7 FT. 4 IN.
404
I/2
IN.
12 IN.
11
14
+
40
12 IN.
•
3 FT, 2 IN,
406
12 IN.
1[
4
+
407
I
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
1
4 FT. 8 IN.
503
5/8 IN.
9 IN.
11
1
9 FT. 0 IN.
504
5/8 IN.
6 IN.
VIII
2
4 FT. 8 IN.
601
3/4 IN.
-
-
l
8 FT. 10 IN.
8 C 8.5
-
-
-
I
5 FT. 0 IN.
ANCHOR
1/2 IN.
24 IN.
-
2
I FT. 6 IN.
TYPE II 4
ENONi
STRAIGHT 405
402 405
TYPE III
Lmn
N. u.
54 IN. 403
SECTION B-B
193 TYPE IV NTS
�.
2s Tw B I" TYPE VII
•VARI BLE WITH H[GHT, REFER TO TABLE 2. BENr
I In
TABLE 2
QUANITIES VARIBLES WITH HEIGHT
TYPE VIII
m IN. LTXIP
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.
H
LENGHT
C.r.
LB.
40214051
404
406
CONC.
STEEL
3 FT. 6 IN
10
6
3 FT. 2 IN.2
FT. I 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. 1 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
10
6 FT. 0 Irv.
16
12
5 FT. 8 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.
18
14
7 FT. 2 IN.
6 FT. 1 IN,
18
14
8 FT. 6 IN.,
20
1 16
17 FT. 8 IN.
6 FT. 7 INJ
20
16
8 FT. 6 IN
20
16
8 FT. 2 IN.
7 FT 1 IN
20
I6
9 FT. 0 IN.
22
18
8 FT. 8 IN.
7 FT. 7 INN.
22
IB
9 FT. 6 IN
22
22
9 FT. 2 IN.
B FT. 1 IN.
22
22
10 FT. 0 I
24
1 24
9 FT. 8 IN.
B FT. 7 IN.
24
24
CURB INLET-4 FT. OPENING FOR VERT. CURB & GUTTER (REINFORCEMENT)
CITY OF FORT COLLINS STORMWATER APPROVED: DETAIL
c11T Rr Fort c4ulA4 UTILITIES CONSTRUCTION DETAILS DATE: 11/21/02 D-7B
DRAWN 8Y: NBJ
6 IN.
6 IN. THICK
SIDEWALL (TYP.
BOTH SIDES)
n
6 IN.—
�Tz:
I
WARPED CURB 6
14 IN
GUTTER (TYP.
BOTH SIDES)
A
6 IN. STEEL BECK RING WITH
24 IN. HEAVY BENVER COVER BY
MA
MACLEAR OR APPROVED EQUAL.
5 FT.
i v rr i
SEE DETAIL 'A'
4 FT. OPENING
II FT.
A
PLAN VIEW
2 FT
6 IN.
T
SEE CURB FACE —
g CK ASSEMBLY DETAIL
CURB OF
B MANHOLE
RUNGS-12 IN. O.C.
FLOW LINE J_
6 IN.
8 C8.5 FLUSH NTS
WITH CURB FACE pa BAR
R IB IN. LONG
VI/o IN.-[ IN. LEG
2 IN.
2 IN. �_I
6 IN. 6 IN.
MAX/MIN.
45 BAR
1 1/2 IN. PIPE SPACER
AND 1 1/4 IN, LOCK NUT
8 IN.
10 IN.
EMBEDMENT
A IN.
•
p
1 1/4 IN. DIA. X 20 IN. GALV.
STEEL ROD - THREADED
3 1/2 IN. AT TOP.
1/4 IN.
IN. 3 IN. X 3/8 IN.
CX
PLATE
L
NORMAL FLOW L
I
4 FT.- 6 IN.
.i T
1% SLOPE FOR
DRAINAGE
SECTI❑N A -A
WARPED
GUTTER
FLOW
6 IN. 6`IN. ALTERED
NE
SECTION B-B
17.. SLOPE FOR I
DRAINAGE
6 IN.
EXTEND CHANNEL
CURB FACE
ASSEMBLY DETAIL
--
6 IN.
WALL
TO OUTSIDE
EDGE OF WALL
GENERAL NOTES
I. SEE D-8B FOR REINFORCEMENT.
2. FLOOR OF INLET SHALL BE SHAPED WITH
5. TOP SLAB OF INLET SHALL BE SLOPE TO
MATCH SIDEWALK. SEE 0-6.
3 IN.
RA
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 a FT. AND GREATER.
DETAIL "A�
a. SIDEWALK SHALL BE 6 IN. THICK FOR 3 FT.
ON EITHER SIDE OF INLET.
CURB INLET-4
FT. OPENING DRIVE -OVER
CURB & GUTTER
APPROVED:
DETAIL
CITY OF FORT COLLINS
STORMWATER
UTILITIES
CONSTRUCTION DETAILS
DATE: 11/21/02
D-8A
City AT Fort Collin
DRAWN BY: NBJ
A �, 409
.. ... .,....
I r— 601
6 IN.
1
— —
502
Z
9 IN. O.C.
1
504
BI
�
6 IN. O.C.
72 IN. 12 W.
<
�
`
03
BACK OF CURB
i —
—
71
17 IN.
I
O
`
141 FT
8 E&5 WITH 1
HOLE IN N
1 2 IN.
OIA
1
�O7 `FLOW LINE
412
3 FT.
S FT.
3 FT.
11 FT.
A I
PLAN VIEW
N TS
TABLE 1
BAR UST FOR CURB INLET
MARK
➢IA.
O.C.
TYPE
NIL
LENGHT
[N.
SPACING
RED'D
402
8 IN.
1[
4
3 FT. 10 IN.
404
12 IN.
III
+
7 FT. 10 IN.
406
12 IN.
IV
6
7 FT 4 IN.
407
I/2
IN.
12 IN.
I1
14
+
409
12 IN.
It
9
3 FT. 2 IN.
410
12 IN.
11
4
+
411
12 IN.
II
2
9 FT. 0 IN.
412
12 IN.
VII
4
3 FT. 4 IN.
501
5/9 IN.
9 IN.
II
2
9 FT. 0 IN.
502
5/9 IN.
9 IN.
11
1
4 FT. 8 IN
503
5/9 IN.
9 IN.
It
I
9 FT. 0 IN.
504
5/8 IN.
6 IN.
VIII
2
4 FT. 8 [N
601
3/4 IN.
-
-
1
e FT. l0 7N.
S E 8.5
-
I
S FT. 0 IN.
ANCHOR
1/2 IN.
24 IN
-
2
1 FT. 6 IN
IN.
ILENGHT TYPE
2 FT A FT — A IN
SECTION A -A
1 FT. 2 FT. 5 FT. 2 FT. 1 FT it
ht
PE
TYPE III
[W:20
IN.
TYPEIV
19:70
1N.
•U
9 IN
TYPE VII
+ VARIHLE VITH HEIGHT, REFER III TABLE 2. a�/p Bmt
11 IN.
TYPE VIII
[0]30 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.
SECTION B-B
TABLE 2
QUANTITIES VARIABLE WITH HEIGHT
H
NO. REQ'D
LENCHT
C.Y.
UB.
4021405
404
406
CONC.
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 Fr. 1 W.
2.8
236
5 FT. 0 IN.
14
10
4 FT. 8 IN.
3 FT. 7 IN.
19
236
5 FT. a IN.
14
10
5 FT. 2 IN.
4 FT. I 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. 1 IN.
3.4
288
7 FT. 0 IN.
18
14
6 FT. 8 IN.
5 FT. 7 IN.
3.5
306
7 FT. 6 IN.
18
14
7 FT. 2 IN.
6 1 IN.
3.7
314
4
8 FT. 6 IN.
20
16
8 FT. 2 IN.
7 FT. 1 IN.
4.0
340
9 FT. 0 IN.
22
13
8 FT. 8 IN.
7 FT. 7 IN.
4.1
360
9 FT. 6 IN.
22
18
9 FT. 2 IN.
8 FT. 1 IN.
4.3
366
IO FT. 0 IN.
24
20
9 FT. 8 IN.
8 FT. 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
c1r Forl c4ni�,
DRAWN BY: NBJ
1
1
1
1
1
1
1
1
1
1
1
1
i
1
1
1
I FT.
C
L
4 FT.
B
L6 FIN.
I
2 FT.
L
A-7
3 FT. I` 6 IN.
91IN.
6 IN- THICK I_
SI Dr-
(TYP.)
EXTEND WALK 1 FT.
BEYOND NORMAL BACK
OF WALK.
AT BARS ^
1
AT 11 IN. O.C.
5 15 BARS AT C
9 IN. O.C.
6 IN.
I
2 IBARS AT
)
6 IN. O.C.
B
BACK OF CURB
�
\
SEE DETAIL •A•
11 IN.
FLO V LINE
44 BARS AT
WARPED CURB 6
12 IN. O.C.
GUTTER CTYP.)
A�
8C 8.5 FLUSH
WITH CURB FACE 1 1/2 IN. R 18I 4BARN. LONG
2 IN.
2 IN. 4: I
6 IN. 6IIN.
2:1� = \6 5 BAR .•. I
a � •
I I /2 IN. PIPE SPACER
AND I 1/4 IN. LOCK NUT
B IN. p T 1 1/4 IN. DIA. X 24 IN. GALV.
3 IN. STEEL ROD — THREADED
y ° 3 1/2 IN. AT TOP.
°
A 6 IN.
4 IN. -
3 IN. X 3 IN. X 3/8 IN. ••
PLATE
61N. DETAIL "B"
FT.
8C 8.5 WITH 1 1/2 IN. DIA. HOLE
IN CENTER — EXTEND CHANNEL TO
OUTSIDE EDGE OF WALL. --�
DETAIL "A"
SEE DETAIL
I
N4 BARS
IN.
6 IN.
#5 BARS
�
8 1/2 IN.
T IR SLOPE
�
Ir
6 IN.
A4 BARS
x4 BARS-12 IN.
O.C.
BOTH WAYS
SECTION
A -A
r—TOP OF CURB 2 INI
FLOW LINE
NORMAL
FLU
SECTION B-B
(REINFORCEMENT NOT SHOWN)
11 FT. 0 IN.
GENERAL NOTES:
I
I
x 4 BARS
5 BARS
1. SIDEWALK SHALL BE 6 IN. THICK FOR 3 FT. ON
6 IN.
EITHER SIDE OF CULVERT.
ADD 1 (/ 4 BARS
ADD 14 BARS
2. TOP SLAB OF CULVERT SHALL BE SLOPE TO
14 li2 IN
MATCH SIDEWALK. SEE D-6.
�•I�_
I;'
3. EXPOSED STEEL SHALL BE GALVANIZED IN
.
ACCORDANCE WITH AASHTO M-111.
4. KEY JOINTS WHERE WALLS CONNECT TO TOP
SLAB AND BASE.
# 4 B IN. O.C.
5. REINFORCEMENT IN WALLS AND BASE SHALL
ARSS-12
BOTSECTION
BE 3 IN. FROM THE SIDE EXPOSED TO EARTH.
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
®
STORM WATER
UTILITIES
CONSTRUCTION DETAILS
DATE: 12/19/00
D -12
City of Fort Collin
DRAWN BY: NBJ
A-7
FT. �_ 6 W.
I FT.
C
9 IN.
6 IN. THICK
SIDEWALK
(TYR)
4 FT.
i
I FT 6 IN.
I I
ld W 10
L I- I
11 IN I, M,—!
14 IN 4 A
1 12 IN O.C.
EXTEND WALK I FT.
BEYOND NORMAL BACK
OF WALK. -
644 BARS
AT 11 IN, O.C.
5 45 BARS AT
9 IN. D.C.
c 8C&5 WITH 1 1/2 IN. DIA. HOLE
IN CENTER - EXTEND CHANNEL TO
OUTSIDE EDGE OF WALL.
2 #5 BARS AT
6 IN. C.C.
1
BACK OF CURB
\
—SEE DETAIL 'A
FLOWLINE
I
DETAIL "A"
-SEE DETAIL
#4 BARS
A
6 IN.
DETAIL "B"
6 IN.
_T
\#5 BARS 8 1/2 IN.
I% SLOPE-- y
Sr-8.5 FLUSH —
16 IN.
\•#4 BARS _T
WITH CURB FACE 7 BAR
-1 1/2 IN. R 18#4 IN. LONG
_#4 BARS-12 IN. O.C.
BOTHWAYS
I
SECTION A -A
2 IN.
1 2 IN. I 4 1'
6 1
1 N. 6 �IN.
3 FT. 6 IN. 4 FT. 0 IN. 3 FT. 6 IN.
2:1
# 5 BAR
WARPED GUTTER DEPRESSED GUTTER WARPED GUTTER
,,—TOP OF CURB
I ANC) IN. PIPE SPACER
A 1 1/4 IN. LOCK NUT
8 1 N
�l 1/4 IN. DIA. X 24 IN. GALVL
i
I IN. STEEL ROD - THREAD-0
3 1/2 IN, AT TOP.
OAL'
NLOWRM
3 1/4 N.�
FLINE
SECTION B-13
6 IN.
4 IN.
(REINFORCEMENT NOT SHOWN)
3 IN. X 3 IN. X 3/3 IN.':
PLATE 1
N
11 FT. 0 IN.
�61
DETAIL "B"
~1 FT.
GENERAL NOTESi . T
# 4 BARS # 5 BARS
1. SIDEWALK SHALL BE 6 IN. THICK FOR 3 FT. ON 6 IN
EITHER SIDE OF CULVERT.
ADD I # 4 EARS—
--- ADD I # 4 BARS
2. TOP SLAB OF CULVERT SHALL BE SLOPE TO I
1 14 1/2
IN
-
MATCH SIDEWALK. SEE D-6. I
3. EXPOSED STEEL SHALL BE GALVANIZED IN I
ACCORDANCE WITH AASHTO M-111.
4. KEY JOINTS WHERE WALLS CONNECT TO TOP
SLAB AND BASE.
4 BARS-12 IN. OC
BOTHWAYS
5. REINFORCEMENT IN WALLS AND BASE SHALL I
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 STORMWATER
UTILITIES CONSTRUCTION
DETAILS
DATE: 12/20/00
D-13
gr t Ire or
DRAWN BY: NBJ
A
0 � 0
B O C O B
O 0
0 0
O 0
—NO. 12 GRATE AND FRAME BY
MOCLEAR OR APPROVED EQUAL.
A
35 3/4 IN.
28 1 /4 IN. 6 IN. 23 3/4 IN.
IN. 16 1 /4 IN,
12 IN. MIN.
e�
2 IN, CIR LF, \
• Y4 BAR` /
L
INLET GRATES
I
/{ O 12 IN. IqIN..FLOW
. PIPE OONrREDE
I d °I •
IN. •
} IN. CIR. O.F.
2 IN. CIR L.F.
LINE OF
ICTRS.
(TYP.)
P/1
O 12 IN.
INLET AND
"CONCRETE PIPECTRS.
°'
(LYP.)
I
T I
CONDUIT
- °
I.D.
&ROtJNO
I ;
J
H
I O
•"II.
I I
SLOPE FOR
t
•III
W
�° .
III
ORAINACE
12 IN. MA%.
STEP
F
\ •
l�
I
I I
•J
SPACING
e ° :I
I
1_
°
�
— — — —
t C s r � � -f •
•
�
I c% •
—I — —
14 IN. 14 IN. ;ys O 12 IN. CTRS.
6 IN. TYPICAL WALLS
AND FLOOR
SECTION A -A SECTION B-B
GENERAL NOTES:
1. AREA INLETS MAY BE USED FOR
ORAINAGEWAY OTHER THAN STREETS.
(EXAMPLE, PARKING LOTS, MEDIANDS,
SUMP BASINS)
AREA INLET
CITY OF FORT COLLINS STORMWATER APPROVED: DETAIL
City of Fort Collin UTILITIES CONSTRUCTION DETAILS DATE: 12/8/00 D - 9 A
DRAWN BY: NBJ
*
O
�
�
�
O
-i
O
U
/
\
�
z
/
_
%
U
g
\
b
�
z
�
O
/
LL-
u
LL-
O
�
U
I
�
/
I
I
q
I
I
1
11
[1
1
I
I
I
[1
I
va ��
z a
o
l.J
C40
N
'Q
Qy
C
N ,vL'a L 1 N
-
N1
N
_ CY
�
u
� rn
i ,E
X
N
� z 1
N . `
P
a
`
� N N v
V
U u
a`
�
N
�o /
N (V
A-
N
,� •q, .S
5.71J!^.
.rL
l _
P
_
Cx o
C� YY
ztha;
Old
'np v1w
Q
7nkoi
tia
Duo
t:-Z.
11
N -0
IC
aaacaaL
r_
CD
8
L
ou
%
Q
U
�
Q
Z'A
E
rrr�
V �
v �
N
r
C u
p
A t+
r
C
� �
Q
N=
W '
O
z
V h
LLI
,mQr
N
a C
?
N
LL
n
m 1
J z
09
V) >
z � i
J
J 01
Z
O �
ul
LL � z
O Z
LO W�
Concrete
Border
R.O.W.
(TYP.)
Alley
Drive -Over or
Vertical Curb
& Gutter
FL
10'X10' 10'X10'
SIGHT Construction Joint SIGHT Curb
AREA AREA LN0" Curb
1.12 0I� 8" minimum thick 1�12
Walk I Ala concrete �� Walk
0' Curb Truncated Dome
N 6" Curb Parkway
Parkway Vertical Warning Detection
6' Curb FL,/6" Curb
Truncated Dome STREET
Warning Detection ALLEY W/ SIDE DRAINAGE
Drainage May Cross the Walk Up to a Maximum
of 0.5 cfs for the Design 2 Year Storm.
Alley
FL
j Concrete
t Alley t Drainage Inlet or Other
Drainage Collection
R.O.W. System shall be designed
(TYP.) for 2 year storm minimum.
10'X1a
101X10 1
SIGHT
/ / ` \
/ \
SIGHT
AREA
AREA
1.24
ID
8" minimum thick
I a-24
Walk
Walk
concrete
0' Curb IX 0" Curb
Parkway
fly Parkway
6' Curb Pt 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.
r- ALLEY INTERSECTIONS
LARIMIER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING
URBAN AREA DRAWINGS
STREET STANDARDS DATE: 04/01/07 803
1
1
i
1
1
1
1
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
LARIMER COUNTY CONSTRUCTION REVISION NO: DRAWING
URBAN AREA DRAWINGS
STREET STANDARDS DATE: 08/07/00 1201
READ CAREFULLY- to be used only ► ith the
Detached Sidewalk
Driveway
Sidewalk
Min,
8" Commercial
r— 6' Residential
Attached Sidewalk
1/2' Expansion
Joint Material 1 /2' Expansion
Joint Material
DETACHED ATTACHED
6' SIDEWALK •• l 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.
F.L.
LIP
STANDARD SIDEWALK
LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING
URBAN AREA DRAWINGS
STREET STANDARDS DATE: 04/O1/07 1601
Slope sidewalk to curb 1 /4" per foot.
NOTE: Construct sidewalk with joints at 10' intervals
and aligned with scoring on curb.
ATTACHED SIDEWALK DETAIL
2' min.
Landscaping \
Slope: Minumum i"/ft
Maximum 3"/ft Slope sidewalk to curb 1 /4" per foot.
s T
° . d
DETACHED SIDEWALK DETAIL
I
° d
R 1/8" 1/4SLAB THICKNeSS
.d °
°a
d a
° ° . 4
d
d °
d
WEAKENED PLANE JOINT
1 /2' Expansion
Joint material
1 ° d
d. °
1/2'
d °
d♦
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
Curb to retain
ground behind the
walk, if needed.
(Radius varies)
2
Transition
back of walk
(typ.)
Cn
E
0
0
m
5 / Truncated Dome
�j Warning Detection
Wood float
�Q
finish thru
ramp
s:•.^
2
Walk
Broom finish
^c�
CurbA
Gutter
Wood float finish thru ramp
Walk Broom finish
Curb
Gutter
CORNER LOCATION
Curb (optional)
Only if needed
Transition back of walk (typ.)
1:12 _ H 1:12
Slope ;. slope Broom finish
S � A 6' 6'
Truncated Dome
(min.) r (min.) Warning Detection
MID -BLOCK LOCATION
at the corners of the
truncated dome warning
2'-0" 6'
truncated dome warning m
detection c
1:25 slope (max.) o
a LL
a
.. e
°O CO
a
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. 1606(a) and 1 607 for Fort Collins.
4. See CONST. DWG. 1614, 1615 and 1616 for Loveland.
ACCESS RAMP DETAILS
LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING
URBAN AREA DRAWINGS
STREET STANDARDS DATE: 04/O1/07 1603
t
t
1
t
t
ARTERIAL
0
1\ E
ROW Line
9j
s
ARTERIAL / COLLECTOR
J
Q
LU W R=6'
W -
Q `
h s, LO
i
9
's.
J
ROW Line
10' 6' LU 10' 5'
(min.) Q
16' 15'
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
Note:
Use of this detail requires special approval in
Fort Collins by the Local Entity Engineer.
DETACHED WALK / INTERSECTION DETAIL
LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING
URBAN AREA DRAWINGS
STREET STANDARDS DATE: 04/O1/07 1605
I
I
I
1: 7
1
I
I
I
e ;
1
1
I
1
I
i
I
L�
1.5' TRANSITIOjN�
0'S' TY-P.y\ 1.5' TRANSITION
_.
W W L
08000p000
000000000 2•
W
W W W
000000000
CURB
L W
W W
L L W W
W W W
Flored
W W
W L W W
Option
W W W
W W W
W W W
Truncated Dome
W W
L W W
Warning Detection
W
-FLARE OPTION
W W
L W
0 O
W W W W
000o
A
000
opoo
Truncated Dome
4' MIN. I ODOR
Warning Detection
1' fl. Max
0000
0000
6" CURB 0p 00
0' CURB
o0o0
0 0
1 R
CURB OPTION
o
2'
CURB
h6' or as specified L 25 slope
(max.) FL
1 12 SLOPC
MAX.
�FLOWLINE
STANDARD GRAY CONCRETE•
6'
LIP OF GUTTER
RAMP WITH 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)
Z
COUNTY CONSTRUCTION REVISION NO: 1 DRAWING
N AREA DRAWINGS
STANDARDS DATE: 04/01/07 1606
FORT COLLINS ONLY
ti 3 I I�
U o q
llemap!S'ouo3 ' i �, oN a a
0
d
cn
rn
¢ in
��u w
o > rn
z
o
a m
o
m
a
c
a
a
o
O.
)0
a
U
a
¢
O(
0
00
a U
c3i `
>
U
o
0o C9
o<
m
-
o
>0
o
3 3
0
_o
U U
O O
9 m
� n
'm
3�a a o 3
0 o a
a`
z
N
p L
N
o
o
O
E E c
`a
o o7Esc
N
s
0
O
:O
O-
L
j
C6
012d OI U
J
C
_ m
O
F A O LL O ca O
a
N
E
m--
3uAwgIJ
N
E
M o c E2
E
U O'
E
A
U
I
N In
L6 N
Z
U F- I
N U
RESIDENTIAL LOCAL STREET ACCESS RAMPS
LARIMER COUNTY CONSTRUCTION REVISION NO: DRAWING
URBAN AREA DRAWINGS
STREET STANDARDS DATE: 04/01/07 16 0 6(a)
FORT COLLINS
ONLY
a
_E
U U
N CD 6
Yry p
y
? cc
O p�
0000
O p N
O0
c6
.. __ '^ o 5E c
p a�� 1
L c i[J N c o U o
`� + An o-
r`u 5 ai
0� Li O 1
L'..)
ii .- L, N
0000
m
d N+
E+
Varies
++
p 0 p p
1
(L N N N N N y o E X
O O n 0
N
a N
E0 Z) 0
n c cfOi A 3 m
3' Z
�� A
(L' 0 0 2 0
v^f O O O O p 3 x
N (L L
O 1� ) O
Ch
0000
m
n
Cd
m o
N 2
U
Cv
� c
m m li
o>
�i�o a�
0
UE
n
ti
U
3 at m 'd a c t
O
cn
U Q O L C>
o E0 0
m
E m c a s cn
o �
n0
0c p```
a o a m y o a==a D o 0 0 0
u
O C
-EiE H n03 o.0
Vl) pp \\
N
O OC,n 0 \\\�
\\
ZI^
00 �D0
O(m OO\ 6�
Varies 0
o
a
0D
c
z
E
?
CV
`o
E
n
O
�
U
CQ
n
CO
C
i
U
a> Q
I
1?
O
(/J
Q O F—
z
�
L �
N
o
D
C V)
LL
J
N
�
OOOO
E
-on
O (`y7 OC 6" ,
,v
n
OOa3O
E
O0
I:x.w,e,ro
a
O O _ O
.O
_a
m
rwu uelnsmad
Opp 0 1 1
n , 11
`
Q Varies
o O S2 O Q
g p Iq
p(�,p
r
rapn enj
O O a0
0000 ' ' °' o
o o
U
a,
o c7 ¢
N U a
C
w
O J
m OO
os�
�Op_
I
C3 <
TRUNCATED DOME WARNING FOR ACCESS RAMPS
LARIMER COUNTY CONSTRUCTION REVISION NO: :DRAWING)
URBAN AREA DRAWINGS
STREET STANDARDS DATE: 04/01/07 1607
4' Min. Flat Rest Area
4" in.
1 :1�� 1:1�x Show street surface
}
SECTION A -A
Minimum area of
nose island 50 ft'
Truncated Dome
Warning Detection
(ryp-)
q Min.4' q
a
a
a
6' ` Stop Bar at
Min traffic signals
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.
I
r�171EDIAN ISLANDS & PEDESTRIAN REFUGE AREA
LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING
URBAN AREA DRAWINGS
STREET STANDARDS DATE: 04/01/07 1608
I
L
1
I
I
t
I
(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 out 1/4 thickness of initial concrete; tool joint for walks.
SIDEWALK WIDENING DETAILS
LARIMER COUNTY CONSTRUCTION REVISION NO: DRAWING
URBAN AREA DRAWINGS
STREET STANDARDS DATE: 08/07/00 2501
I
SECTION 00630
CERTIFICATE OF INSURANCE
CONTRACTOR shall insert his own standard form for Certificate of Insurance.
N
Rev07/08 Section 00630 Page 1
0
z
- -
o
2
'a g'Na
cV
O
_a 3
- 1
c
rOy
o
dr,
�64
W
2
c.R
Y
W
WF
oz
W
o
z
�=
_;=
t
U 77
CE
3 S g� 'S�
3
a'a
r�-�
E
�
I
o
m �
Z m
Y m
W
O
r^
T
Q a o
y
_
d
Y°
J
c QOo`.
+..
w o 0
3
EwVv� E
T
o,c p
eons v
O •� SI��j
g o
v
Q z
rt + �• 1
U I'lI a
5
x —
s +
u�
-
NE
o
3m i
(
z
o3
u a
J :s CIL
Z
—
.N
v�
a
y
U_
a <o
_
Now
a�T (T i �� Qz = I ±a
C N
V
nAx^
mgm W3�
°A a_--T
_ O 3
± ±
Q
c
v1°�
°o_
• ♦ H
_
W.2
No Text
n -
p
5.5
-
el
-
0
yys ¢tx
70
�a __� o<
-
- �
wa
:z
I
I ma
I I QOW
I
1
1
1
1
1
1
1
1
0
z
z
s i 3 'd zm
S o o
o n
Vl
vmi
3�
i3333'
o '6 o JI, mu
4W
Wma Q ?is -E _�
O
a ark
*
U w "o
o2i �L�
�o uu i<g iv. O *
iF
Q
p
p �
r
I
Z
�
p 0:
�
0
*
x
=
av
N =
c vn
Qomm V
p o N CO
*
E w
w x
n
03p
a i
yao`a`� m
Z
p 1
CA
0
w a`
o�J
yy �3 yy
3g d 34
E
t�
a a do Td dam''6� Xo do
...
Z^
o
O (Tip OTTTT e
s
rQo
m
- - _
-- a,
o
o E
-
�w
*
v 000a
o_
fr
=o$
0
z
z
o w 5 ¢ o
Oo
w B�u �z g q u
aAy o Z cn
e a zw m z z z
xa ¢51
z _ 0- 33 g
- .. w-
= o ¢ 7 O
o_ a �
¢ 1 om
� 6 O O
E
02
m
O o a Qy
z.
0
Y JZ -
0.
�• U < ~
c
F N
1237 N yry
.. Nw a .a �. S3 Oarvoo U
Q+�on :'ram s� �mlm O
3 ym `—i l---J L�� U X pp o a C
0.
a ^ v \s2 Oocor': O
N Z� I Ii 41
t2 .. 2
DU I�IeQ
Z
1 H t- r
c Q Z~
wow JU -
--' €ova �o
w T1 wox
z`sa=
_ w z n
4-t.
_ a a< S
�.- ~
z —
W �o
o`� Z `� w
r oz IlZ _
p7i= w- J
Zz
Z
Leo oZ 15
3Z o=
x Y p\ Z �_ o
tx
E
SECTION 03500
PROJECT MAPS
In order of priority:
S Timberline
S Shields
W Prospect
Southridge Greens
E Horsetooth
Conifer
S Lemay
Wheaton
W Drake
Portner
Parkwood East
'
Linden
Evergreen Park
Riverside
1
I
1
Fo�tColi.ins 20 1 1 Timberline * Southridge Greens w`
�"�_ ,
�oFrtCollins 20 I I S Shields�Sm w.rE
"r
I
I
1
I
I
1
I
I
I
1
I
I
I
I
I
I
City of
Fort Collins 201 1 W Prospect Wry
No Text
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
na In• MH
' COVERAGES
A%O R CERTIFICATE OF LIABILITY INSURANCE
DATE 01127DVVVY)
01127111
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 970-635-9400
PFSlnsurance Group -JT
DBA LBN Insurance Agency 970 635-9401
4848 Thompson Pkwy, Ste 200
Johnstown, CO 805
Tad Borrett
CONTACT
NAME:
PHONE FAX
A/C No Ex : AC. No:
nm ss:
PRODUCER VOGEL-1
CUSTOMER IDt
INSURER(S) AFFORDING COVERAGE
NAIC t
INSURED Vogel Concrete, Inc.
6330 S College Ave
Fort Collins, CO 80525-4044
INSURER A: Pi n n aco I Assu rance
41190
INSURER B: Auto -Owners Insurance Co.
18988
INSURER c: Travelers Com parties
-INSURER D :
INSURER E :
INSURER F :
r'FRTIFICCTF NI IMRFR'
RFVLCIr1N NI IMRFR
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 REOUIREMENT, 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
LTR
TYPE OF INSURANCE
POLICY NUMBER
POLICY EFF
MMIDDlWYV
POLICY EXP
MMIDDNYYY LIMITS
GENERAL LIABILITY
I EACH OCCURRENCE
$ 1,000,00
1 PREMISES Eeomurrance
$ 300,000
B
X COMMERCIAL GENERAL LIABILITY
CLAIMS -MADE C OCCUR
74006127
01/17/11
01/17/12
MED EXP (Any one person)
$ 10,00
PERSONAL & ADV INJURY
$ 1,()0(),00
X bink add Ins
GENERAL AGGREGATE
$ 2,000,00
CENT AGGREGATE LIMIT APPLIES PER
PRODUCTS-COMPIOPAGG
$ 2,000,00
POLICY X PRO- LC'
$'
B
AUTOMOBILE
X
LIABILITY
ANY AUTO
4709905200
01/17/11
01/17/12
COMBINED SINGLE LIMIT
(Es acadentl
$ 1,000,00
BODILY INURY (Perperson)
is
ALL OWNED AUTOS
BODILY INJURY (Per accident)
$
X
SCHEDULED AUTOS
HIRED AUTOS
PROPERTY DAMAGE
(Per accident)
$
X
NON -OWNED AUTOS
$
$
UMBRELLA LIAB
OCCUR
EACH OCCURRENCE
$
AGGREGATE
$
EXCESS LIAR
CLAIMS -MADE
DEDUCTIBLE
$
$
RETENTION $
A
WORKERS COMPENSATION
AND EMPLOYERS' UABILTTY
ANY PROPRIETORIPARTNERIEXECUTIVE YIN
OFFICERIMEMBER EXCLUDEDI
(Mandatory In NH)
NIA
102132
07/01l10
07/01111
X WC STATU- OTH-
TORY LIMITS ER
EL EACH ACCIDENT
$ 1DD,DD
E.L. DISEASE - EA EMPLOYEE
$ 100,00C
It yes, desaibe under
DESCRIPTION OF OPERATIONS below I
I
I
I
E L DISEASE - POLICY LIMIT 1
$ 500,00'
C Railroad Protectiv
PS-5082P509
09/23/10
09/23111
occurrent 25001
1
aggregate 6,000,00
DESCRIPTION OF OPERATIONS I LOCATIONS 1 VEF$CLES (Attach ACORD 101, Additional Remarks Schedule, if mom space is required)
If required by written contract or written agreement, certificate holder Is
Included as addltlonal Insured for ongoing operations under General
Liability.
FTCO LL I
City of Ft. Collins
Purchasing Division
215 Mason Street
P.O. Box 580
Ft Collins„ CO80522-0580
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
ACCORDANCE WITH THE POLICY PROVISIONS.
AUTHORIZED REPRESENTATIVE
O 1988-2009 ACORD CORPORATION. All rights reserved.
ACORD 25,2009109, The ACORD name and logo are registered marks of ACORD
City of
Fortcouins 20 1 1 Conifer * Evergreen Park w`
17
I
I
I
I
I
I
[1
1.
0
I
1
I
I
I
I
City of
t_ru 201 1 W Drake E
Fort Collins
�NZf,� 201 1 Portner ^�
Pnn—J March 21 , 201 1
city of
�'_s�°-u 201 1 Parkwood East �`
I
I
1
I
[I
I
I
I
I
I
I
I
I
I
I
I
I
I
F rtCollins 20 1 1 Linden St w�j�
I
I
1
[1
I
I
I
I
I
I
I
I
I
I
I
11
I
I
1
atY �F
`_1 201 1 Riverside
w-�E
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 of 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
I
I
I
11
I
11
For More information
Name
Address
City, State
Phone
e-mail
Possible Pollutants
Sediment
Chemicals
Organics
Trash
Good Housekeeping
Waste Management
Employee/Contractor Training
Proper Cleanup and Disposal
Procedures
Related Procedures
Heavy Equipment and Vehicle
Maintenance
Parks and Open Space
Maintenance
Spill Prevention and Response
Street, Curb, and Gutter
Replacement and
Construction
Utilities and Storm Sewer
System Replacement and
Construction
Vehicle Fueling
New Construction Activities for
Municipalities
Description
This fact sheet covers new construction activities disturbing less
than one acre not subject to a CDPS Construction permit. New
construction includes, but is not limited to buildings, structures,
capital improvements, roadways, and recreational components
such as trails, restrooms, and other structures. Procedures
provided are general in nature and can be applied to any scale
or type of municipal construction.
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
Obtain all applicable federal, state, and local permits for
construction projects.
■ The Colorado Stormwater Construction General
permit applies to construction sites disturbing one
acre or more, or less than one acre but part of a larger
common plan of 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.
Applicable sediment and erosion controls maybe
installed, such as inlet protection, silt fence, sediment
traps, erosion control logs, check dams, and vehicle
tracking control. Sediment and erosion controls will be
Pagel of 2
• 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.
• 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
Cihj of Centennial SOP: New Constriction SOP, August 2007.
Mesa Counhj, Municipal Operations and Maintenance Prograni, July 2005.
Page 2 of 2
_-
Street, Curb, and Gutter
For More Information
,
Replacement and p
'Name
I
Construction
Cryrstate
Phone
I
Description
'
e-mail-
Procedures involving the replacement and
Possible Pollutants
construction of streets, curbs, and gutters have the
Fine-grained sediment I
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.
1
I
I
I
1
I
1
SECTION 00635
CERTIFICATE OF SUBSTANTIAL COMPLETION
TO: CITY OF FORT COLLINS
(OWNER)
DATE OF SUBSTANTIAL COMPLETION: PROJECT TITLE: 2011 Renewal - 6046 Concrete '
Maintenance Poject
PROJECT OR SPECIFIED PART SHALL LOCATION: Fort Collins, Colorado
INCLUDE:
OWNER: City of Fort Collins
CONTRACTOR: Vogel Concrete, Inc.
CONTRACT DATE: March 28, 2011
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
REMARKS:
Rev 07/08
Section 00635 Page 1
DATE
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.
' • 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 mill
Prevention and Response procedure should a spill occur.
1
1
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 Prograrn, No Date.
PACE, Stornavater Best Management Practices: Street Maintenance, No Date.
Optional Additional Resources
Concrete truck washout BMP specifications.
Gravel road maintenance procedures.
Street, Curb, and Gutter
For More Information
} Name
Maintenance
Address
I
City, State
Description
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
Dumpster/Waste Management
proper operational procedures. In addition, the
Employee/Contractor Training
contract should specify that the contractor is
Proper cleanup and disposal
responsible for abiding by all applicable municipal,
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
0 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.
I
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 structure 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:
I
• Records of employee training with sign -in sheet.
References
City of Centennial, Department of Public Works: Asplialt and Concrete Program, No Date.
City of Centennial, Department of Public Works: Asplialt Program, No Date.
PACE, Stornaoater Best Management Practices: Street Maintenance, No Date.
Optional Additional Resources
Concrete truck washout BMP specifications.
Gravel road maintenance procedures.
1
For More Information
Name
Address
City, State
Phone
e-mail
Possible Pollutants
'
Chemicals
Toxics
Oil
Paint
Fuel
Good Housekeeping
Waste Management
Employee/Contractor Training
Proper cleanup and disposal
procedures
Related Procedures
'
Fertilizer, Pesticide, and
Herbicide Application
Heavy Equipment and Vehicle
'
Maintenance
Material Storage
' Materials Management
Outdoor Vehicle Maintenance
Vehicle Fueling
I
Spill Prevention and
Response
Description
Due to the type of work and the materials involved, many
activities that occur either at a municipal facility or as part
of municipal operations have the potential for accidental
spills. Some municipal facilities operate under Spill
Prevention Control and Countermeasures (SPCC) plans
that include procedures for spill response. Proper spill
response planning and preparation enables employees and
contractors to effectively respond to problems and
minimize the discharge of pollutants to the storm sewer
system.
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
Spill Prevention
• Keep work areas neat and well organized.
• Maintain a Material Safety Data Sheet (MSDS) for
each hazardous chemical. Follow the Outdoor
Material Storage procedures.
• 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.
Pagel 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.
17
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
hM2:/ /www.cdphe.state.co.us/op/wgcc/Resources/Guidance/spillguidance.pdf
Iand http://www.cdphe.state.co.us/hm/spillsandreleases.htm
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, Department of Public Works: Good Housekeeping, No Date.
Cihj 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 Qualihj 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.
Mesa County, Municipal Operation and Maintenance Program, July 4, 2005.
USEPA Menu of BMP: Spill Response and Prevention,
cfpub.epa.gov/npdes/stormwater/menuofbmps/, accessed July 5, 2009.
C!
1
11
For`More Information
Name
Address
City, State
Phone.
e-mail
Possible Pollutants
Sediment
Nutrients
Metals
Hydrocarbons
Trash
i
Good Housekeeping
Waste Management
Employee/Contractor Training
Proper Cleanup and Disposal
Procedures
Related Procedures
Heavy Equipment and Vehicle
Maintenance
Parks and Open Space
Maintenance
Spill Prevention and Response
Street, Curb, and Gutter
Replacement and
Construction
Utilities and Storm Sewer
System Replacement and
Construction
Vehicle Fueling
Utility and Storm Sewer
System Maintenance
Description
This procedure addresses utility and storm sewer system
maintenance. Utilities include power, sanitary sewer,
water conveyance systems, and the storm sewer system.
i Power includes electrical and gas utilities. Maintenance
of power may require excavation and reinstallation of
lines including open cut trenching or directional boring
j in landscaped areas or street right of way. Electrical and
I gas line maintenance ensures services are provided to
businesses and households without interruption.
The sanitary sewer system is cleaned as part of routine
maintenance and on an emergency basis. Without
proper maintenance, sanitary sewer back-ups and
overflows may occur and can result in potential property
damage and significant health concerns if not properly
managed.
Water conveyance systems are flushed and pressure
tested as part of routine maintenance. Potable water
systems must be properly maintained to ensure delivery
of water that meets State and Federal health standards.
Failures result in water main breaks that can cause
property damage including erosion.
The storm sewer system is cleaned as part of routine
maintenance and on an emergency basis in the event of
flooding. Maintenance will remove pollutants and
ensure the system functions properly to avoid flooding.
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
SECTION 00640
CERTIFICATE OF FINAL ACCEPTANCE
TO: Vogel Concrete, Inc.
Gentlemen:
20
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, 2011 Renewal - 6046 Concrete Maintenance
Project.
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 March 28, 2011.
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 07108
Section 00640 Page 1
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.
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 Sewer Backup
• Clear line stoppage to prevent backup into house basements and manhole overflows
Page 2 of 4
I
' Contain overflows by using emergency generator, pump and/or a vac truck to
intercept flows. It may be necessary to construct additional containment.
1 . 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
1 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
1•
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
I
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
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 PreventionfGood 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 Storniwater Drainage Maintenance Plan, February 2008.
City of Greeley, Department of Public Works: Storm Water Drainage Program, January 2008.
City of Greeley, Department of Public Works: Ditch Program, No Date.
City of Lafayette Standard Operating Procedure: Ditch Cleaning, March 2009.
City of Lafayette Standard Operating Procedure: Cleaning Storm Drain Systern, 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 ,
Address
System Replacement and
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
Trash
should be provided to the contractor so they have the
proper operational procedures. In addition, the contract
Good Housekeeping
should specify that the contractor is responsible for
Management
abiding by all applicable municipal, state, and federal
Waste
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
1
Spill Prevention and Response
disturbing one acre or more, or less than one
but larger
acre part of a 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
Construction
separate and distinct construction activities
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,
1,
I
drainages, ditches, creeks, streams, and rivers
Page 1 of 3
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
' 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 Stornauater Drainage Maintenance Plan, February 2008.
' City of Greeley, Department of Public Works: Storm Water Drainage Program, January 2008.
City of Greeley, Department of Public Works: Ditch Program, 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, March 2009.
City of Lafayette Standard Operating Procedure: Potable Line Flushing, March 2009.
City of Lafayette Standard Operating Procedure: Sanitary sezoer Backup, March 2009.
Cihy 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.
I
I
Page 3 of 3
1
City of Fort Collins
Regulatory and Government Affairs Division
CItYof
F6rt Collins
Verification Originator
Revised
Approved
Issued
Initials LR
Date Oct.09
ss
10/19/09
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
l:\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
I
I
I
i
L
I
I
E]
I
City of Fort Collins
Regulatory and Government Affairs Division
City of
F6rt Collins
Verification Originator
Revised
Approved
Issued
Initials l.R
Date Oct.09
ss
10/19/09
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.
.c 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
City of Fort Collins
Regulatory and Government Affairs Division
City of
F6rt 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 htti)://www.cdr)he.state.co.us/wq/PermitsUnit/PolicyandGuidance/l)owerwash.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: Page 3 of 3
10/19/2009
L1
I
I
1
1
1
I
1
1
1
1
1
1
i
1
1
i
For More Information
Name
Address
I
City, State
Phone
i e-mail
I Possible Pollutants
Metals
Hydrocarbons
Toxins
Good Housekeeping
Drip pans
Secondary containment
Automatic shutoff nozzles
Signs
Spill response plans
Spill cleanup materials
Dry cleanup methods
Employee training
Related Procedures
Heavy Equipment/Vehicle
Maintenance
Outdoor Fleet Maintenance
Spill Prevention and Response
Vehicle Fueling
Description
Spills of gasoline and diesel fuel on the ground or on vehicles
during fueling can wash into a storm drain and cause water
pollution.
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
General
• Fuel vehicles at approved locations (municipal fueling
station or offsite fueling station).
• Provide spill kits near the municipal fueling location.
• If fuel is stored in an above -ground tank, store fuel in
enclosed, covered tanks with secondary containment
(e.g., concrete barrier or double -walled tanks).
All fuel tanks will be inspected per State and Federal
regulations.
• Periodically inspect municipal fueling locations for the
following:
■ 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
IL
L�
I
I
C
I
I
1
SECTION 00650
LIEN WAIVER RELEASE
(CONTRACTOR)
TO: City of Fort Collins, Colorado (OWNER)
FROM: Vogel Cocrete, Inc. (CONTRACTOR)
PROJECT: 2011 Renewal - 6046 Concrete Maintenance Proiect
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.
2. 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
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, Mnnicipal 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 Equipment Fueling, March 2009.
Mesa County, Municipal Operation and Maintenance Program, July 4, 2005.
USEPA Menu of BMPs: Municipal Vehicle Fueling,
cfpub.epa.gov/npdes/stormwater/menuofbmps/, accessed June 18, 2009.
Page 2 of 3
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.
I
I
Page 3 of 3
Heavy Equipment and Vehicle
For More I nformation
Name `
Maintenance
Address
City, State
Description
Phone, I
Regular maintenance of municipal vehicles and equipment, or
e-mail i
municipality -contracted vehicles and equipment prolongs the life
Possible Pollutants
of the municipality's assets and prevents the leaking of hazardous
�
fluids commonly associated with normal wear and tear of vehicles
Metals i
and equipment.
Toxins
Potential pollutants generated at vehicle maintenance facilities
Solvents (degreasers, paint
thinners, etc.)
include oil, antifreeze, brake fluid and cleaner, solvents, batteries
and fuels.
Antifreeze
Brake fluid and brake pad dust
When services are contracted, this written procedure should be
Battery acid
provided to the contractor so they have the proper operational
procedures. In addition, the contract should specify that the
Motor oil
contractor is responsible for abiding by all applicable municipal,
Fuel (gasoline, diesel, kerosene)
state, and federal codes, laws, and regulations.
Lubricating grease
Good Housekeeping
Procedures
Maintenance activities should be performed inside a maintenance
Drip pans
building unless the equipment is too large to fit inside or
Tarps
temporary repairs need to be made before the equipment can be
Covered outdoor storage areas
moved to the maintenance building. Consult the Outdoor Fleet
Secondary containment
Maintenance procedure when it is necessary to perform repairs
Proper disposal of used fluids
outside of the facility (breakdowns, service calls, etc.).
Spill cleanup materials
Vehicle Storage
Dry cleanup methods
• Monitor vehicles and equipment closely for leaks and
Employee training
use drip pans as needed until repairs can be
Related Procedures
performed.
Material Storage
When drip pans are used, check frequently to avoid
overtopping and properly dispose of fluids.
Outdoor Fleet Maintenance
Spill Prevention and Response
• Drain fluids from leaking or wrecked vehicles and
Street Sweeper Cleaning and
from motor parts as soon as possible. Dispose of fluids
Waste
properly.
Vehicle Fueling
Vehicle Washing
Pagel of 4
I
' 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 wet 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.
C
1
I
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
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/ or taken to a commercial car wash.
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.
0 Heavy equipment and vehicle maintenance logs
I
1
1
1
1
1
1
1
1
1
1
F
1
1
1
1
1
1
References
Center for Watershed Protection, Municipal Pollution Prevention/Good Housekeeping Practices: Version
1.0, September 2008.
City of Centennial SOP: Vehicle and Equipment 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. Stornaoater Protection: Vehicle Repair. Spring 2009.
USEPA Menu 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
1
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 , 20
CONTRACTOR : Vogel 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
Section 00650 Page 2
SECTION 00660
CONSENT OF SURETY
TO: City of Fort Collins, Colorado
(hereinafter referred to as the "OWNER")
CONTRACTOR: Vogel Concrete, Inc.
PROJECT: 2011 Renewal - Concrete Maintenance Project
CONTRACT DATE: March 28, 2011
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.
Rev 07/08
Section 00660 Page 1
I
SECTION 00670
I
I
I
I
11
I
I
I
I
I
I
I
I
I
I
I
I
I
DR 0172 (12/98)
COLORADO DEPARTMENT OF REVENUE
DENVER CO 80261
(303)232-2416
1
I
1
I
1
I
1
A
CONTRACTOR APPLICATION
FOR
EXEMPTION CERTIFICATE
Pursuant to Statute
Section 39-26.114(1)(a)(XIX)
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.
Registrabon/Account No. (to be assigned by DOR)
Period
0170-750 (999) $0.00
89 -
.CONTRACTOR JNFORMATiION
Trade name/DBA: Owner, partner, or corporate name:
Mailing address (City, State, Zip): Contact Person
E-Mail address: Federal Employer's Identification Number: Bid amount for your contract:
$
Fax Number. I Business telephone number: I Colorado withholding tax account number.
Copies(of 16ontract or'agreement;pages (1) i8entifying;the'coritracting parties
EXEMPTION JNFORMATION and (2),dontaining signatures ofrcoritracting,,parties must -be attached..
Name of exempt organization (as shown on contract): Exempt organization's number:
' r
I
exempt organization (City, State, Zip):
98 -
telephone number:
where project is located)
Scheduled Month Uay 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: I Title of corporate officer: Date:
DO NOT WRITE BELOW THIS LINE
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 subcontractors 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.
I
SECTION 00700
GENERAL CONDITIONS
1
1
t
1
ttI y eE'cert Co0in4 Cowen ydan[evmce Pr,e
Bid No 6046 (2011 Renevvall
I
t
[I
INa
tem
Desectptlm
Unt
Q�Ua E�
IIWt Price
TOW
20ZO1
Sawctttrtag 4'
T., ?
41000
S 3.59
S 1,50752
ZOZOZ
SMCUMMg- AdditOW1 hiCh Depth
LF/n4
0
$ 114
S -
203.01
General Excavation
Or
0
S 4799
$ -
203.02
IBorrow
TON
0
S ZZOS
$ -
208.01
Stonnwater Protection-9"x 1V Wattle
EA
40
S 9742
S 3,896:98
208.02
Stormweter Protection-9"'c 25' Wattle
FA
0
$ 117.94
$ -
21Z01
Sad
SF
20
$ 246
S 49. Z3
Z!ZP2
I.andacapeamption labor
EM
20
S Z&V
S 574.29
304,11
Aggregate Base Course
TON
5340
S 2882
S 153,883.66
40301
TempamryPatching
TON
490
S 202.18
$ 99,06900
604,01
Type R Talet- Remove& Replace(4' Opeamg)
EA
0
S 3,379,09
S -
60402
Type R Wet -Remn4m 0c ck(4'Opening)
FA
6
S 1,120.72
S 7,0%35
60403
Type R Inlet, Rewnshuct DeekAdditimal Foot Opening
LF
25
s 18117
S 4.52922
604.04
Catch Basin Inlet- Remove .&Replace
EA
0
S T,06486
$ -
60405
Catch Basin lnlat- Recomtrtict Deck
EA
1
S 35779
S 35779
604 C6
Catch Basin - Retom imimDerk Additional Foot Opening
Lc'
0
5 129.28
S -
60407
Modified Type 13 Curb Wet - Remove &Replace
EA
I
$ 1,863.94
$ 1,86394
604. C8
Modified Type 13 Curb Islet - Recanshuct Deck
FA
0
S 4Z200
S -
604. 09
btod:8ed Type 13 Curb Inlet Matertals Only
EA
l
S T79.98
S 77999
60410
Concrete Sidewalk Culvert - Remove&Replace
EA
0
$ 1,363.94
$ -
60411
Metal Sidewalk Culvert 5/8'Plate - Remove &Replace
EA
21
$ 1,710.31
8 35.916.60
60412
jAddmotial Square Foot of 5/8' Plate
SF
16
S 161 63
$ 2,536.12
608.01
Remove Concrete
SF
ZOO
S 1.64
S 328. 17
60802
Remove and Haul Fillets
EA
0
S 54 87
$ -
60803
Ap=-T- Rlftlwe&Replace
SF
3650
S 749
S 64,66787
60804
Cr pan - 8- Remove & ?,place
SF
5600
S 7 27
$ 47,988.Z7
608,05
Umeover:Wb, Gutter &6'Sidewalk - Rem. ove&Rep lace
LF
5300
S 40.25
S 213,33419
60806
Dnveovecrurb&Outer- No Sidewalk Remove&Replace
LF
600
$ 23.60
S 14.13836
60807
Venal Curb, Gutter&6'Sulewalk-Remove&Replace
LF
ISO
$ 4619
$ 39.26108
608 08
Vnca1 Curb & Gutter -No Sidewalk - Remove &Replace
LF
6900
S 1760
$ t90,417 88
60$ 09
Vertical OutPall Curb & Outer - Remove & Replace
Lc'
65
S 24 73
$ 4,07968
60810
Bamrrurb I2-Remooe&Rep lace
LF
75
S 1953
$ 146445
60811
Hollywood Ctvb,Gutter &9 Sidewalk - Remove&Replace
LF
950
S 3720
S 35,33590
60812
Hollwood Ctvb&GAter-No Sidewalk -Remove&Replace
LF
0
S Z759
$ 47174
60S 13
Hrghback Curb&OuterNoSidewalk- Remove&Replace
LF
'150
S 3379
S 12,5'L6.75
608. l4
Pedestrian Access Ramp -Remove & Replace
SF
10300
S 7 95
S 81,86Z 29
60815
Pedestnan Access Ramp - Highback- Remove&Replace
Sr
0
S 1011
$ -
608 16
Tnal.ated Dome Panel
SF
$56
S 4384
S 37,527 95
508 17
Fhatwadc 4' - Remove & Replace
SF
40
S 540
S 216 18
60810
Fl mxk 6'-Remove&Replay-e
SF
311,00
S 625
S 193?0333
609 19
Raplaca Flatwxk - I' Addittcnal Depth
IF
2800
s 0.72
S
60820
Colored Concretes'SanDtego But:-Up;huge
9F
0
S )83
S
60e21
4' Valtey Pan(6')- Remove &Rep1aq
SF
0
S 1136
$
GENERAL tONDMONS
OF THE
COMMUCTION CONTAACT.
Thew GWtRAL CONDITIONS have bien d6veloped,by usifig the
S-r-k,\q)ARD O&NI-RAL ('ONDITION.S OF THE,CONSTRUCTION
CONTk,\CT prepared by. the Engineers Idint Contract Documents.
C'otnffiittcc, P.'JCDC No, 191M (.1990 Edition), a.sa base. 'Qhang(,stc)
that dmument.'arc shown by un.derli . ning text. hat has;Jvcn iddcdand
striking through text that.hasbeen deleted.
F,,JCDCGrNER.Af..CONDITIONS 191.6-,S(Ig.9o--c-DITION-):
WITH CITY OF PORT COLLIN S MOD[ RCA I'*ION S (REV 9M)
I
I
I
11
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Article or,Paragraph
Number &-ritic
MEMPUT=110 �
TABLE OF CONTrNTS OFOENERAL CIDNDIT(ON&
,Page or Paragraph
Number. umber & Title
IA
Addenda.:_..........................:.....:.........I
1.2
Agreement ........................ ..................
:1
13
Application for. ..................
1-4
Asbestos
I
1.5
aid ............................
I
L6
Bidding Documents,.,.,..,._.........
...1.
0
Bidding Requirements-...,,
1-8
Bonds,.., ......................... ...................
J
1-9
Changc Ordci.....................................:I
1:10
Contract Documents- ----------- ...--„_.I-
.
At
L
Contract Price ' ....... ......
I
1:12
Contract Tim Ls.:
I
I � 13
CONTRACTOR ..................................
I
114
elafective ......................... ...................
j
1-15
Drawiftgs ........... r ....... ..........
1-16
Pffdctive Date of the Agreement..........,
I,
1:17
ENGIINTER
1.18
EI\TGL\TEER!s Consultant-; ... I .........
1.19
Field Order,:,,_ ............
1726
General Rcquirements ....
1.21
Hazardous Waste
1:22.a
Laws and Regulsidons;. Laws or
Regulations.,
1221b
...
Legal Holidays .......................... ..........
1.23
Liens .............
!y
1.24
Nfilestont ................ ...............
2
1.25
Notice of Award.--.-.
... 4.2
1 76
Notice to Proceed
2
1.27
OWNER ..................
I
1.28
Partial Utflization ........... .....................
1.29
PCBs-
1.30
Petroleum ..........
1-31
Project .....................
1.31a
Radioactive Material. ......................
131b
Regular iXorkinp Hours,,,,,,,,1.2
133
I! ..........
Resident Prcject�Repres nLqtiv,!..
n
-
1.34
Samples ..............................................2.
1.3 i
Shop Drawings ............. I .... ... I ......
I ....... 7
1.36
Specifications ....................... ..............
2
1 37
Subcontractor ............ ..........
I
1_318
Substantial Compleiion .......... I .............
1
1.39
Supplementary qondhiooa: ..................
2
1.40
Supplier ............ ...... ........
;. z. .2
1.41
Underground .........
1-3
1_42
Unit Price Work ............. .........
;..3
1.431�
Work..........................................
I ......
1
Work Change Directive,,_;,.-:-,;.....
1.45
Written Amendment,,
Page
Number.
PRELLNIINARY MATTERS.._.,,,_:::.-
3:
2: 1'
Delivery of Bonds, . .................... ; ......
3
.2.�2
Copies of Documents ... 7 ...................
23
Comm encement of Contract
Tiffies; Notice to Proceed.,,._,.-,-,-„-
3.4
-StartM*g'iJhe1Woik .............................
2.5-17
Before Starting Construction.
CONTRACTOR's Responsibility
to Rc.pcm Preliminary Schcdiles;
Delivery. of Certificates. of
Ins airancc. . �
. ....... _ ...................
34
2.8
1
Prmonstruction
2.9,
Initially AcceptabIe,ScfiqduI;s,-__,,__.4
3. CONTRACT DOCLWIENTS! LN-TENT,
A,MENDLNG, PFUSF..:,._ ........ ........
-.4
3.1-3.2
Intent .......... ........ I .......... ................
4
3.3
Referencc"to Standards and Speci-
fications Of Technical Societies;
RepWing and Resolving Dis-
crepancies ..... ................
4-
14
fritent of Certain Terms Or
Adjectives.. • ..................................
5
3.5
Amending Contract Doc=cntS.,..,,
3.6
Supplem enting Contract
Documents
5
3.7
Reuse, of Documents
5
AVAILABILITY OF LANDS;
SUBSURFACE AND PHYSICAL CONDITION'S
REFERENCE
POINTS .........................................
5
4.1
Availability of Lands. .............
5-6
4.2
Subsurface and Physical
Conditions............_ .... ................
4.2. 1
Reports and Drawings ......................6
4.2.2
Lim ited Reliance hv CONTRAC-
TOR AuLhorized; Techiiiczil
Data
6
4.2.3
Noticeof Differing Subsurface
or Physical Conditions ...................
4.14
F NGWERs Review.... .....................
6
4. 2 N
Possible Contract Documents
Change.........................................6
4.2.6
possible Price and times
Adjustments ... ....
6-7
43
Physical Condtions�Undergrodnd
Ficilitics .......................................
7
4-3.1
sho_wn or Indicated
-3
4.3.2
\fotrShown or
4.4
Mcrence Points..., ........................
:..7
L'JCDC GENERAL CONDi nOM 1910-S 11990 EDMON)
W! bTY OF FORT
I
I
Article or Paragraph
Number SaXide
4.5 Asbest9s, PCM, Petroleum,
Hazardous Waste or
Radioactive Mat&ial ..............
Page Article or Paragraph
Number. Numhu &TitIC
5, BONDS ANITINSUR-ANKE .................................
9
5 I-S.2
Perforni ance. Payment an.d.0ther
Bunds . ......
8
I5.3
Licensed Sureties and Insurers;
Certificates of Insurance....., ...
;'R
AA
CONTRACTOR's Liability
Insurance
:9
5.5
OWNERs Liability
.9
5.6
Pioperty .............
9-10
33
Boiler and Machinery or Addi-
iienal Property Insurance„.-_,__,,_...10
5.8
Notice of Cancellation llrb%ision...
10
'5.9
CONITRACTORs Responsibility
,
ear DeductibleAmc, unts
10
.5.10
Other Special Insiirance: ........... ........
)Q
5; 11
Waiver of Rights:..,...,
I
i. 12-5. 13
Receipt and Application of
Insurance Proceeds
3; 14
Acceptance of Bonds and Insa-
ance; Option to Replace
1
Partial. Utilization -Property
Insurance It
CONTRAcrows RESPONSIBuTIFS
I I
6 1-45.2
Supervision and Superintendence .....
_11
6J:6.3,
Labor, Matcrials and Equipment.-
11-12
6.6
Progress Schedule ..............................
12
6:7
Substitutes and "Or -Equal` ltcm5:
CONTRACTORs Expense:
Substitute Construction
N-lethods or Procedures;
O.NGINLFER!s Fvalun ' ticn;___... .....
12-13
6.8-6.11
'Concerning Subcontractors.
Suppliers.and Others:
Waiver of`Rights , ............... .......
_13-14
6.12
Patent Fees and Royalties, ..................
14
6.13
Permits.:........... .........
......14
6.14
Laws and Regulations._._........ ..........
14
G. 15
Taxes
14-15
6.16.
We of Premises.._ ............ ..........
15
6,17
Site Cltmnliness
15
6. 1 S
Safe Structural Loading, .....................IS
6.19
Record Documents.:.,.._ ..................
. 0
6.26
Safety and Protection....... ..............
15-16
6.21
*Ssft ' fty Representative_ ..... �;.
6
6.22-
Hazard Cornmuniration Progmis..
16
6.23,
Emergencies ....... .......... .................
16
'U4
Shop Drawings and Sam ples ..............16
Page
'Number
6.25
Submittai Proceedures-, CON9
iRACTOR!i Review Prior
to Shop -Drawing or. Sample
Submitt '
&J-6
)hop Drawing X- Sample Submit-
tals Review by.ENGLNEER .....
1'6-17
6.27
Responsibility for Vari'utions
From Contract Documents.,_,
7
6.28'
Related Work Performed Prior
to bNGINEFR's Review and
Approval of'Required
Submittals
6.29
Pontiquingihe Work, .............
...... 17
6.30
CONTRACTOR!s General
Warra nty and Guarantee ..... : ........
J)
6.31.6.33
Indemnification -: _-OAS
03zV,
iStirvival of Obligations.r.,:.."...,"
.... JS
7. onER WORK
IS
7. 1 w7:3
Related Work at Site_,,
..IS
7.4
Coordination ....... .: _- ---------
18
1: OWNFRS
RESPONSIBILITIES
:9. 1
Comm"nicationsto CON-
TRACTOR.....__.....' ........
18
8.2
Replacement of EnfGINTEER ...........
18
8.3
rurni.5h Data andPay Promptly
When Duc. ............
...... ]3
.8.4
Lands and Easements;s
Reports,
and Tests,--
8 = 19'
8.5
Insilrance
8.6'
Change Ordirs .......
...... 19
187
Inspections, Testsand
Xpp(ovals .............................::....19
Stop or Suspend Work
Services
19,
8.9
Limitations cirtOWNEWS
Responsibilities ...........................
19
8.10
Asbestos, PCBs, Petroleum,,
Hazardbus Waste or
Radioactive Material
19
8.11
Ev iderice of Financid
Arrangements ............................ J9
9. ENGINIEERS STATUS DLIRNG
CONSTRUCTION.....:.......................................19
-- - ---------
19
9.2
Visits to Site.....
19
3
Project Ripresentative .................
9-21
9:4
claiilications,and Interpre-
tations..
21
qj
Authorized Variations inkViik
-:21
LJCDC GUNEUL CONDITIONS 1910. 8 (1990 F01 11"
%v/ MTY OF FORT COLLIN' SMOOIFICATIC)Nh IREV 97991
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
F
I
I
,Article or paragraph
Page
Article or Paragraph
13190
Number & Title
9.6
Reiccling Defeqdvj Work .... .......
Number
; ...... 21
Number & Title
118-119 Uncovzifig Work at ENG I-
Number
9.7i9.9
Shop Drawin gs. Chang,: Orders
NEERs Request ...........
I 27-�S
9.10
and Payfficras ..............................
Deteraiinitions'for Unit Prices,.,,_'11-22
21
0,10 OWNER klay Stop theWork ..........
bAl Correction or Removal of
I
28�
9.11-9. 12
beem'ions "on Disputes; ENC11-
Defechvw Work ...........................
IR,
NEED as Initial Interpreter
*13,12 Correction -Period,;,,.........,,,,.........
is,
9.13
.............22
Limitations on ENGINEEWs
13.13, Acceptance of Defecifi7e Work ........
2S
Auihorit} and Rdsponsibilitieq_
,,22-23
1114 M NNER May Correa Defective
.............. : .........
28.29
CHAAVGFS IN MEMORK ................. I .................
10.1
0 WNER's Ordered Change ....
...... :,3
141 PAYMENITS-TO CONTRACTOR.AND
10.2
10.3
Claim for Adjustment
WurkXot Rxquired bv Contract
.. ...23
' co&eutiON .... .. ................... .. .......29
14.1 Schedule of Values
29,
Documents ....................... ..............
2Y
14.2 Application far Progress'"'
10.4
Change Orders , .. .... -
....... -3
Payment;............... -
29
10.51
Notification of !��ctv
3
143 commAi-rows Warrantv of
Title:;,;
.29
CHANGE OF CONTRACT PRICE .............................
in
1.4.4-147' Review of Applications f&
11l..I-I
Contract Price-. Claim for
Progress Payments ..... ...........
�29-10
Adjustment, Value of
:
0. & 14.9 Substantial Completion..,,,_,.,.
.... _ �30
the Wcwk
.3
14.11) Partial Utilization ....
11.4
Cost of the Work ..... I ...... I ......
'44-25
14,11 Final Inspection.,
31
11.5
Exclusions to., Cost of"Lli"e
.... �!_i
14.12 Final Application for Payment .......
�31
11.6
CONTRAUMMs
14.113-14.14 Final Payment and Acccptnncq..._.31
11.7
11.8
r
Cat RLcu ds,
Cash Allowances ...............................26
26
t4,15 Waiver of Claims
'I
11,9
Unit Price'Work ................................
2
IS. RISMNSION OF WORKAND
TERIM MAxION ...............................................
:3 -2
CHANGE OF CONTRACT TL\lFS. .....................
......I 6
13.1 OWNERMay Suspend Work,. ........
32
12.1
Claim for Adjustincrit .........................
6
l3_2Ai,4 OWNLER 1\11av Term inatc, ................
31
12.2
Time of.the Essence.,..,,. ..............
'_6
15. i..CONTRACTOR May Stop
12.3
Delays Beyond CON-TRACTORs
Work or terminate.,,, ...............
32-33
Control__, ......... A ........... :_ .......
26-27
12.4
Delay9.133eyond OWNER'S and
CONtP_-%CfOR's Control ................
. 7
16. DISPUTE usoumo\,r ..............................
:_ 33
17. N-11SCELLANFOUS . ...................
TESTS AND
[INSPECTIONS: CORRECTION.
17.1 Giving Notice,,,,,,,,,,,,,,,.................
33
REMOVAL OR ACCEPTANCE OF
DEFEC77VE WORK ............ ..........................
17.2 Computation of'rimes ...................
173 Notice of Claim ..............................
33.
33
13.1
Notice of Defects ......
17
IT4 Cumulative Remedies .....................
33
13.2
Access to the Work
ITS Professional Feestafid Court
13.3
rest-. and Inspections,
Costs rricluded .......... __ ... ...........
33
13:4
COMMokCTORs CuuMatiun ..........
OWNERs RcspunsibilitiLs;
27
17.6 applicable State Laws ...............
Intentionally left blank..-_ ............ .......... ............
�33-34
35
Independent Testing Laboratory,
......27
115
CONTRACTORS
E%TIMIT GC -A: .(Optional)
13.6-13.7
Responsibilities, . ....... _ .........
Cavei.ing-Okfork Prior to [nspec-
d7
Dispute Resolution,Agreement .................... GC Al
16,1-16.6 Arbitritinn ................
tion,testing or Approval,,:_,. _:_;;_27
IG.7 ......
-. A I
I
LJCDC GENUAL CONDI FtONS.1910-3 0990 HDI RON)
W CT ,OF FORT COUr.,.smobfFlCATTONi I.REV 9199.)
F1
I
[NDFX TO GFNLRAL CONDITIONS.
City of Fort Collins modifications to ilic, eneral Cond]fions.of•the ConstructionContract are not shown inthis index.
Article or Paragraph
Number
Acceptance of —
Bonds and Insuranc4.........................:..............a..14
,defective Work ...................... 13.5, 13A3
final.paymcnc.................... ........._.........9.I', 14,15
insurance,..... ............. ................ .................... 5.14
other Work, by CONTRACTOR ..........................3.3
Substitutes and"Or-Equal"Items,,,,,,,,,,,,
Work byOWtiER ...............................�.5_ 630; 6.34
Acccss to the-. - .
Lands, OWNER. and CON'rRACI.OR
responsibilities: ....... :...:.:........:..........:..:::.:..a. L
site. rdlatcd Work._. _. 7.3
Work ............................. ............. 13.'..13.14. 14.9
Acts or Om fissions--, Acts and Om issions--
colTrRACCOR6.9.1; 9,13.3
ENGINEER_........................................6,'2U, 9,13.3
OWNER................................................... 0 20, 3.9
Addenda -definition of (also see
definition of Specifications) ,..... ;-(1.6, 1.10, 6.19), L.I
Additional Property[nsur2n6c4,,,.•,,,,,,,,,;,,,,,,,,,,,
,adjustments --
Contract Price or Contract
Times L5. 3.5. 4.1. 4.3.2, 4.5.2,
^- ...............4.5:3.9.4.95. 10.2-10.4..
....................................11. 1' 14.8, 15.1
progress schedule.. .............................................6.6
Agreement --
definitionof......................................................1.'
"All -Risk" Insurance, policy form............................5.6.3
Allowances, Cash ,,..,,,,,,,,•,,,,,,I I.8
Amending Contract Documents...:......:.....:-..._.3.5
Amendment- Written..
ingeneral.................:10. 1.45, 3.5. 5.1O, 5,12, 6.6.2.
6.19, IQ I, 10.4, 11.2
.... .......... 12.1; 13.12.2, 14.7.2
Appeal, OWNER or CONTRACTOR
intent to,,,,,,,,,,,,,,,,,,,•„-,-,9aU, 9.11, 10.4, I6,2, 16.5
Application for Payment --
definition ot........................................................ 1.3
ENGINFF.R's Responsibility :..............................9:9
final payment ................. 9.13.4. 9.13.5, 14.12-14.13
inuzneral ..... ..................... ^.8. 2.9.5.6.4, 9. to, 15:5
progress paymtent........-: 14.t-1d.7
review of . _..:.:...... A,I.4-14 7
Arbitration 6,1-16 6
Asbestos --
claims pursuant thereto.„ .--- ,...- 4.5.2, 4.5,3
CONTRACTOR auihorized to stop Work,-,- 4.5.2
definitionof .......................................................1.4
Article or Paragraph
Ntun ben
OWNER responsibility«for............................
1:5.1:.9.10
possible price and times,change_,,,,,-_-;,,,,,,,,,,,,,
4.5.'_
authorized Variations in Work:,-,,,....
3.6, 6.25, 6.27: 9.5
Availability of Lands ....... ....... ..............................
.1, 8:4
Award,. Nonce of--deftned
1?1
More Starting Construction, ..............................:2.5-18
Bid= -definition of,,,,,,,,,,;,,,,,,,,,,,,, 1.5
(1.1, LIo, 13, 3.3.
... :::..... .:.:.:.: 4.2.6:4, 6. 13,.11.4:3,. 11.9. 1)
Bidding Documents —de fmition
.of. ... ::........ •.:........ .._.::=.,:1.6
(6.82)
Bidding Reydiaments=dollnition
of ........• ............................
1:7 (L.l.r4i?.6:?),
Bonds--
acceptance of, .......... _........................................5.14
,additional Bonds ............... ...................
10.5. 114.5;9'
Cost of the Work :....... .............................
........ 115.4
defurition of ..:.......:.:..: _.....:......:........
_....:.::,:::::I:8
delivery q(.......................... . ..........
I .......... :....'-:1. S.li
final Application -for Payment .............
_„ 14;12.14,14
general.......................................1.10.
5.1-5.3. 5.13,
Performance; P•aymrnt and Other ..........
Bonds and Insurance --in general.............................:...5
Builder's risk "all-risk" policy form...............:_...-.5.6?
Cancellation Provisions; Insurance;,;._,,,
5.4.11, 5.3. 5.15
.Cash Allowances....................................................
11.8
Cortificate of Substantial Completion .........
1.33, 6.30.2.3,
.;................................................
.14.8. t4,Ui
Certificates of Inspection,__,,_-,,,,,_„
9:I3.4, 13:5, 14.12
Certificates of Insurance—_....-, ... 2.7,
5.3. 5.4.11, 5.4.13,
.......................u.6;5;.5.8,
5.-14, 9.13.4, 14.12
Change in Contract price --
Cash Allowances.:....._ ..:.:...........
:...:.:..:......_,,I 1.8
claim for price
adjustment ,,,,,,,,,,,,,4.1. 4.2t6,
4.5. 5.15; 6:8?; 9.4
...... lQ2,10.5.
11 2, 13.9.
................I.......13.13, 13.14,
14.7, 15.1, 1 z ; 5.
CONTRACTOR's fee .........................................11,6
Cost of the Work -
general ................................
......... 1 L4-11.7
Exclusions to.,
1.5
"Cost Records ....... :..:.:......... ::.:...:...---------
:..::.:.:.:11,7
in general, ............ J:19, 1,44,9.11.
1(i.4.21 I0.4.31 11.
Lump Suns Mcitg................ ........................
:. t C:3:2
Notification ofSurety........... ........
..:..............;.-,10.5
Scope of ................ .............
,:....... .10.3=IU:4
Testing and Inspection,
Uncoveringthc Work ..............................
::..IJ:9
rJCDC GtiNMU. CONDMONS 1910 •a'(1990 M-nOM
W Mrt OF FORT COLLINS AIOMFIC MONS (RF.V 9f99)
I
I
I
I
Fk�
[I]
I
I
I
I
I d
I
I
I
I
Unit PriceMork I V9
Article or Paragraph
Number
Value of Work ..... .........................................
j IJ
Change in Contract Times --
claim for times adjustment ........
:4. 1; 4.2:6, 45; S. 15,
............ 6.3.2. 9.4. 9.5..9,'1 I., 10;2;. 10
... ......... i39, 13.13; 13.14, 14.7. 15:1, 155
Contractual*time limitsk ..... : .... ;T
... 1 , T 12.')
Delays beyonil CONTRA CTORs
control.................... ...................................
t 2:3
Delays beyond OWKFWs and
CONTP-ACTOWs
......... 12.4
Notification d
�Io_5
Scope of change......... ...............................
103-10.4
Change Orders-
Acce ptancc of Defective"tVark ...............
13 11
Amending Contract Documents ...
.......... wl:..m..Y5
Cash Allowances,.,...,-
I I's
Change of Contract icq .....
...... I ........
Change of Contract Times., ......
Changes in the Work.. .................................
11)
CONT,RACTOR's fee .........................
6 ........... 11 _e)
Cost ol'EheMork
;J 1.�t- 1161
Cost Records:
1.7
definition
emergencies..... 6 ........................................
6.23
E'L4GR,TE-EXs r&spensibility .......
:9:8; 10.4, 11.2, 12A
execution ofs. .... ... ............ ........
................... :10.4
Indemnifictiorl .........................0.12, 6.1(5,631-6.33
Insurance, Bonds and... ................
... 5. 16, 5.1 'IT 10.5
OWNE-11 may terminatt; ............
6 ......... __[5.2_15:4
OWINERs Responsibility_
-1w.8.6; 10.4.
Physical Conditions- '
Subsurface and
Underground Facilities--..............__...........
4.3.2
Record Documents.........,." ........
I ---- ---- 4 ------- 619
Scope of Change ... ..........................
10.3-10.4
Substitutes .............................................
. 6.73. 6.S:2
Unit Price Work .............................................
_1 1.9
value of Work, covered by, ................................
11.3
Changes in the Work..............
Notification of surety ........................................
I(o
Ot1NZERs and CONTF-ACTORs
responsibil-itics ........................
................ 10A
Right to an adjustment ............. ...........
............ IM
Scope of change .........................
6 .............. IQ13-10.4
Claims -
against CO?,rFRACTOR---
........ 6,16
against EN1011,TEER..,_ ., -.;: -.1
....... __j5.32
.against OW`NRR ...............................................6.32
Change of Contract Prictz".. . ........................
9.4. It,!
Change of Contract Tinter,,,,,,,,,,,,,,,,,,,,,,,_
9.4, 111
CONTRACTORs: .......... . 4, 7.1.
9:4;95; 9.11; 10.2_
...........................I1.2,
...................I......11.2, 11,9,
1-2:1, 119, 14-.8;
............. ......... w ....................
17.3
CONTPACTORs Fee ............................._.........I L6
Arti&lc or Paragraph
NLb,,!r
CONTRACTORs liability .......... :5.4, 6A 2. 6.16,.6.31
Cost of the Work
1,5
Decisions on Disputk.:1.., ... ........
9.12
Dispute' Resolution ., ............. ............................
116.1
Dispute, Resolution.Agreement, ...................
16: [-'16.6
ENGINEER as initial, interpretor.,T., .-T
...
Lump'Suin Pricing__:,_ .......
...... 11.12
Noticeof......_ ................... _ ......... ...............
--- 1.7,3
0 Wi ffi R s ....................9.4, 9.5, 9.11.
10,2, 11 �7 11.9
........:............._I? 1, 13,9. 1113.
13.14,17.3
OWNER!s liability;.
OWNER may reftise to MI: payment,,,,,,,,,
,,,,)4.7
Professional Fees and Court Costs
Included
_17.5,
request for'6mial de6sibn on.,,,, .......................
m I
Substitutes - Items I ........ I ............................
6.712
Time Extension .... ...... _ ...............................
12-1
Tim c requirements .......
1. 12.1
Unit Price Work
11-9:3
Value of
1. L.3
NVniv&6F--on_ Final payment ........... ;_J4.14,
14,15
Work Change Directive........::.:.:....::::.:_..;..._..;:J0,2'
written notice required,;,,,,,"-,,.,.;,.,_, 9.1 I, t 1.2, I2A
Clarifications and Interpretations,,,.,,,,,,,,
3.6.3. 9.4.,9.11
Clean Site
17
Code's of'rcchnical Socicty, Organization
oril,ss.ociation .... .............................................
Commencement of Contract Times., ... ..............
Communications—
general .......... .... .......
.6.2. 6:9.21. 8.1
Hazard Communication Progrdm.s,,,:,,.
7,
Completion --
Final Application for NynnenI .........................14.12
Final Inspection---„_
...----
---
Final Payment Ind Acceptance... .......
Partial Utilization., ................ I ......
.............. 14.10
Substantial Completion,.,,,."
1-38, . 14.8-149
Waiver of Claims
14.15
Computation of Times----.-----,-_-.._... -- _-
J7.2.1-17.12
Conccniing Subcontractors, Suppliers
and Others
8-6.11
Conferences—
iniLial]V acceptable schedules .... _ .....................
_ -2 9
preconstructioq..................................................
. _..8
Conflict, Error..Ambiguity. Discrepancy -
CONTRAcrOR to Report ........
3.3.2
Coristruction, before starting by
CONTRACTOR
Construction Machinery, Equipment, etc..................6.4'
Continuing thc'WorK .....................................
6.29..10.4
Contract Documents -
Amending......... ........................................
j_5
Bonds
_5.1
E.JCDC GENERAL CONw rtoi%s 19 1 o -s o 9%) UNTIOM
W 0 TY OF FORT COT.LT%SA1ODrF1 CA T7 bN3 4 RE V ' )/99i
I
Gash Allowances II.X
.Article or. Paragraph
Number
Change of Contract Prigei ...................................
I I
Change of Contract Times ..........
12
Changes in the -Wcr� ... ............ ...... I ......
'10.4-10.5
check and verify ............... ............
..... 2.5
-Clarifications and
Interpretations-,.,-.., 3:6; 9-4, 9.11
definition of.,-, .................... .......
10
ENGINEER as initial interpreter off.,._ .............
ENGWEHR as OWINHR's representative,,,,,,,,,,,,, sentative,
.,
9.1
gencra[3
Insurance .... ................ .
.... ..... 33
Intent
:3.1-3.4
minor variations in the Work.
OWNER'S responsibility to Purr'ish data.,
8.3
0WNERs responsibility to make
ptompt payment .......................... 83; 14.4,
14.13
preceden cc ................................................3.1.
333,
Record Docurnerts., ......................... _ ...
...... 6:19
Reference to Standards and Specifications
:_:
of TechnicaPSociedes ...................................
....... ..........
.... 33
Related Work .................................. ...................
�
3,-
Reporting and keso,lving:D.iscrepincies,,_,,.,._2,5;
3.3
Reuseof.::..... ...;_ z ....... ; ...............
........... 3-7
Supplernenting ..................................................
16
Term ination of ENGfNEER's Em p loyrn crit,
.......... &2
Unit Price Work ..............................................11.9
variations ........................................... 3.6,
6.23, 6.27
Visits to Site, ENGINEER's ........ ...............
....... 9.2
Contract Price -
adjustment ...... ;,3.5. 4:1. 9.4: 10.3;
11.2-113
Change
Decision on Disputes, .............. ................
I .......
definition o(
Contract Times -
adjustment of ......... ........ ... 3.5. 4.1. 9.4.
10.3; 12
Charigc of
111-12.4
Commencement o( ..............................................
�3
definition oF....................................................1,12
CONTRACTOR. -
Acceptance of Insurance ... .............. ................
5:14
Comm unicutions .................................... _26.
2. 6.9. 2
Continue Work ........... ............................629,
10.4
coordination and scheduling _, ...........
6.9.2
definition of
13
Limited Reliance on Technical
Dati Authorized ...........
4.22
May Stop Work or
provide site access to 6thers ........................
j-2, 13.2
'Safety and Protection .................... 4.3.1.2, 6. 16, 6. 1 s,
................. .... 6:21-6.23, 7.2, 133
Shop Drawing and Sample Review
Prior to Sub m ittal
6.25
Stop Work requirements .... - .............. I ........... .4:5:2
CONTRACTOR'S -
Artic
le of Parigr1ph
'Number
Compensation..._
IA-1 12
Conti riuing,Qbligation, ................ ...................
14-1.5
Dqfvctive .Work .......... ... ................... 916; 111 . Ow 13:14
Daly to correct defai7tiiz Work ............................
11.11
Duty to Report—
Changes ih the Work caused by
Emergency- ........................................
.6. 23
-
Defects in Work of0thcrs
Di&ring
.Discrepancy in Documeints ........ 12.5; 3.312, 6A42:
Underground Fa6ilitiles not indicated ...........
4.3.,2'
Emergencies .......................... ..........
.23
Equipment and Machinery Rental. Cast
of the
J L4_5:3
Fee, -Cost Plus 11,4-5.6, 11
j:l, I i -6.
.General Wa - rranty and Guarantee:,_„ ..... ...........
0:30
Hazard Communication Programs-,,.,.......
-
Indemnification .............. . ------- G. 12, 6:16,
6.31-6,33
Inspection of they Wor................................
7.3, 114
Labor,. Materials and Equipment,,,,„ .............
0.3-6.5
LawsandRegulations, Compliance by,__,_;,,,-,
6.14,1.
UAUity lnsuruhce, ... ,: ..................... .........
;;_5.4.
Notice of Intent to Atipc1.........................9.10.
10A'
obligation to perform and complete
the Work ....................................................0.31)
Patent Fees and Royalties, paid -for by,;,,,,,,,,,,,,,,,
j5. 12
Perfbrmance and Cnher Bonds- ...............
I .........5A
Permits, obtained and paid for by,,,,,,,,,,,,,,,,,,,,,,
:6.13
Progress Schedulc_
.......... ...... :6_291 10.4, 15;21
Request for formal decisionon disputes,,,,,,,,;,,,,,
9 11
Responsibilities-
Changas in the Work...- .....................
10.1
Concerning Subcontractors. Suppliers
and Others
,Continuing the Work ...........................
6.29, 10A
CONTRACTOR's expense ..........................
.().7.1
C0NTRJkCT0Rs General Warranty
and Guarantee
:6:36
CONTRACTORs review prior to Shop
Drawing or Sample submittal ........
..... _6.25
Cmxdination of Work,,,,,,,,,,,,,,,, __ .
......
,..- ,6.9'
Eniergencics ......................................
........ fi. -2,
ENGrNEERs evaluation- Substitutes .
dr"Or-Eqtial" Items, ....................
:_......6-73
For Acts and Omissions
of Others'................ ............ 6.9.1.6.92, 913
for deductible amounts, insuraretk ........
......... 5.9
general.........._ :.: ................. : ...... :.61 7.2,
7.3, 8.9
flazarldoLIS Communication Programs.,,-.---_,
6:22
Indemnification
6,31-633
Vii EJCDC. GENIH . CONui nwis 19io.s (t99o.ET)rnoNi
%V/ CM OF FORTS-OLLMS MODIFICATIONS (RRV9199)
I
I
F1 i
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Labor; Materialsand Rquipment , ... ....... 'i5.3-6r5'
Laws and Regulations:-. -, - !1! 1. .:--6j4
Liability 1nsairaivoii,-.. ........... ---- 5.4
Artictc or -Paragraph
in ber
Notice of variation from'Contract
Documents . ...........................................
6.27
Patent Fees and Royalties .............................6.13.
............................§.12
Perin its--,- ...... ........
....... L,6.13
Progress Schedule,:._ ... .......
....... 6.6
.Record Documents,__-,-,-,,,
& 19
related Work performed prior to
E96LNBERS appro'va! of requirtil
submittals.............................
�:6-28'
,soft: sttucturil :
Safety and Protection. .............. L.".!j.20, 7.11 13:2
.Safety Reprcscritative - --------- ........ :.
Schcdiiling the Work ................. ::.: .......
Shop Drawings and Samples ........................
4
Shop Drawings and Samples Review
by. ENGINTEER ....... ,r ........
... 16.26
Site Cleanliness
,6.17r
Submittal Procedures .... ..............................
;6.25
Substitute Construction Methods
and Prcetclures. ...........
Substitutes and 'OF -Equal" Items,,,,,,,;,,,,;,,
63,I
Superintendencq ....................... ....................
Supervision....... ............... .....................
..... 6.1
Survival of bbliga.tions ................................6.34
Taxes
Tests and hispections .... I ......... I ...............
ToReport .............. .............................
Use of prcmiscA,.. 16-6.18..'630.2.4.
Review Prior to.Sh , op Drawing or
Sample Submittal ... ... ...........................
66.61 25
Right to adjustment for changes in the Work .... t.102
right to claim,,,,.__-.-- a. 7.1, 9.4, 9.5. 9. 11,
10.2.11.2.
11.9, 12. 1. t19: 14.8. 1 i. 1,
1 i. i, 17.3
Safety and Protection
7.1, 112
Safety Representative ..........6............... .............
6-21
Shop Drawings and Samples Submittahs...-6.24-6.28
Special Consultants,—, ...... ....... ; ......
Substitute Caiistructi(36 Mcthods and Procedurcs,67
Substitutes and "Or -Equal" Items.
Expense ............ 6.7..1.
6.7. 2
.Subcontractors, Suppliers and Others ...........
&S-6.11
Supervision and Superintendence .......... 6. 1,.
6.11 6.21
.Taxes. Payment by,.:............ ..... : ........................
!ili
Use of Premises -6.1
6-6.18
Warranties and guarahtecs., ......
6.30,
Warranty of'ritle ""'*** ............. .................
11 z13
Written 'Notice Requircd
Wo%-TTRACTOR stop Woik or terminate„
.. : 15. : 5
Reports of Differing Subsurface
and
d Physical conditions' ......................
4.2.3
Substantial Completion .........................
%M
14.3
CONTRACTORS -other, ...........................................
Contractual.Liability 5:4. 10
Contractuai Toric Limits
Article or Paragraph
Number
Coordination-
CONTRACTORs responsibility ........................
§.9.2-
Copies of Documents ............................................
-... .1.1
Correction Pericil.,,..
13.12
Cdrrection, Removal or Acceptance
of Defective ),Vork---
in g5acral 10.4.1,
13.10-13.14
Acccpta!iceofDeJktiYe Work,, ....
Correction or Removal of
Defective Work ......................... I .....
:.6.30, 13.111
Correction Period .. .... ......
OWNER May Correct De I fective Work. ..........
-13.14
OWNER May.Stop Work, ; .......
13, 10
Cost --
of Tests and Inspections ...............................
.... 13J
Records 11. 7
Cost of the Work --
Bonds and insurance, additional .................
J 1.45.9
Cash Discounts..................:..........................I1.41
CbNI:RACT0R!s Fee.-.,
11.6
Employee Expenses .,--,--. .....................
11.4.5.1
Exclusions to .....................................................I
E5
General 11.4-11.5
Home office and overhead expenses .....................115
Losses and damages ..................................
1.4.5:6
,10atcriak and equipment ......... ...............
1.42
Nfinor expenses ............................................
11.4.5.8
Payroll costs tin changes --------
11, 4, 1
performed by
Records 11.7
Rentals of construction equipment
and M'achincry
11.4.53
Royalty payments, permits and
license fees
11.4.5. 5
Site office and temporary facilities;,,,,,,,,,,,,,,
11.4. S I
Special Consultants, CONTRACT OR's .........
... 11.4,4
Supplemental ......................
...... J L4.5
'raics related to the Work
Tests and Inspection,,,,,,,,,,,,,, ..........................
.
. 13.4
T
'trade Discounts
11.4.2
Utilities, fuel and ,giniutry riacilities ............
114,5 7
Work oiler regular hours ...............................I
Lai 1
Covering Work ................ : .......... ...................
] 16-13.7
:
Cumulative Rerfiedics,.,
Cutting, fitting andPatching...
Data, to be furnished by OWNER,,,,,,,,,,,,,
Dav-�&finilion of ..................... ..........................
j7.2.1-
Decisions on Dispute-.....................................9.11,,
9.12
of
14
def c•tivz Work -
Acceptance of .......................................
[U.4:1.,13.13
CJCDC GLNULAL CONDITIONS 1910-3 (1990 W1 rION)
w/ LTTY OF FOR r COLUNSA10r)[FICA17ONS (REV W991i
I
Correction or Removal of.....................10.4.1, 13-11
Correction Period .... ...... _.. . _.13:12
ingencral........... l3, 14.7, 14.11
Article or Parat;raph
Number
Observation by ENGINEER ...............................
y?
OWNER delay;Stop Work ...........................
..... :13.10
Prompt Notice of Defetls...................................
:13.1,
Rejzcting...... ....... :......... :..::..:......
. 9.6
Uncovering ihe Work .......... ::..:-------- :
013;9
Definitions........................................................._.....I
Delays,.....................................4.1.6.29, 12.3-12.4
Delivery of Bonds
2
Delivery of certificates of insurance .......... ,_-,,.....,,_
2.7
Determ inatiau for Unit Prices
„ 9: to
Differing Subsurface or Physical Conditions—'
Notice of.. .:....:.. . .::...::........
::::.--.3.2.3
. ENGINEER s. Review ................::..:..:..:::...:...::
l: 1.4
Possible Contract Documt nts Change,„.,,,,_.,,,,.
1.25
Possible Price and Times Adjustment$ ..............
.^.6
Discrepancies -Reporting
and Resolving-,_ _-,-.;.._._ ,.--,--,-25. 3[3.„.6:14,2
Dispute Resolution —
Agreement ....................... ......... :..............
1 ti. l-I G.f
:.ArhitranoR............ ::..16.1-16.5
.enerall6
Iedia[iwt........................................................16.6
Dispute Resolution Agreement..........................IG.1-16.6
Disputes, Decisions by ENGNNEER.................
9..11-9.12
Documents --
Copies of ......................
1.2.
Record 6. 19
Reuse of ....... ..:.:..:...:.._..:.:....:., -
:::..:., 3.7
Drawings —definition of
Easements. :..:....:....................................................
.1
Effective date of i\greernent -- definition of..............1.16
Emtrgcncies----........:........:......_.........._.I. -----
6':23
ENGINEER--
as initial interpreter on disputes,,,,,,_........9.
1 t-9.12
definition of .....:..............................................
1:17
Limitations on authority and respons ibil i tics,,,,.
9.13
Replacement of. ....... ........ :__:.------------ .:.
.... .::.-_ 2
Resident Project Representative....„...„................50
ENGLN'EERs Consultant_ -- definition gt..................
I. IS
ENGIN- EER's-
authority and responsibility, limitations on , 9.13
Authorized Variations in the Work....................9.5
Change Orders, responsibilityfor...... 9.7,
1o.71', I
Clarifications andlnwrpretationa
3.63;9.4
Decisions on Disputes_,,;,,,,, , :.. ,_.
9.11-9.�I2
defective'Work< notice of., ••„...I .................
...... 13-1
Evaluation of Substitute Item4 ..........................6.7.3
Liability..................................................:6:3?i
9.12
Notice Work is
Observations ................. ... ... .......6
30:2, 9:2
OWNER's Represcritatide 9.1
Payments to the C0N7r1.1CT6K
'Rcsponsibility for, 29,14
Recomrneridationbf•Pnyment, „.- „ ,1144, 14.13
:Vrticte or Paragraph
Number
Rdsponsibilities--Limitations on...............:9:11-9.:13
Review of, Reports on Differing�Subsurface
and Physical Conditions....::::::::.:.:.:..:.:::::::.'.3
Shop Drawings and Samples. review
responsibility,- -•-1..... ................ ..................
6.26
.Status During CaistrucYimi—
authorized variations in the Worli
9:5.
ClarifiC tions and Interpretations,,,,,,,,,,,,,
, 9A
Decisions on Disputes .........................
.11-9.12
Determinations on Unit Price _,,.;:.;;:„9.10
ENGINEER.as'lnitiaC(ntcrpreter _-.-,,.9.,Id-9:12
ENCrMF,RsResliansibilitics:„:,:;;,;9,1.9.1^-
Limitations on ENGIPIEER's Authority
and Responsibilitie$......... ....................
9.13
Project Representative._. ..... -.............
_.......... 9.3
Rejecting Defective \York..............................9.6
Shop Dimvings, Change Orders
and Payments ....
,
Visits to Site------------
Unit Price determinations ............. •...................
9.10
Visits to Site.......................................................2.2
Wriitemconsent required .............................
7.2,; 9.1
Equipment, Labor,'Nfaterials and ,..........._,_,,,..,
6.3-6.5
Equipment rental,. Cost of thc:Work_„_,•„_,_.,.-,
11.453
Equivalent'Matenals and Equipment,.
...... 6:7
error or = issmns..... ...: ,,,,, ,,,, , ,,,
, _, .,,:,,, U3
Evidence of. Financial Arrangements-.
Explorations 6fphysical Conditions,;,,,,,,,;,,,;,,,,,,,,;,
l2, l
Fee, CONTRe\CTOR's--Costs Plus. ...................
...... 11.6
Field Ordcr—
definition of .. _......:........ __..:.---.._...:.._......._.1.19
issued by ENGINEER .............................:..
3.6.1. 9.5
Final Application for Payment.,,,.
14.12
Final Inspection .................... ..........................
:....14..11
Final Payment —
and Acceptance.........................------..14.1344,14
Prior to, for cash sllotences................................1.3
General Provisions-.-..._,,,_„-------17.3-17.4
General Requirements --
definition ot..................
J.20
principal references; to_;:61 6:4.
6,6-6.7.:6?4
GivingNoticri . _
_ ..17..1
Guarantee ofVVork WCONTRACTOR
..63Q.14.12
Hazard Communication Programs... ...................
6.22
IIazardous Wastc+-
detinition-ot......................_............................
J 21
general .. ,. .. .. ...
41, 5
OWNER's responsibility for ,,,,,_„�
... R.10
E JGDC GENERAL CONDITIONS t 910 s (1990 EDMON)
wr GITY OF FORT COLLINS MODIFICATIONS IRF.V 9M)
r,
J
I
11
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I I
Indemnification...................
6 * 12l 6.16, 6.31-6.33
Initially Acceptable Si;hcdulcst_ ..............
2.9
Inspection—
Certiificotes
... :JJ13-4; 13t5. 14A2
Final. ...... ..................................................
_14,11
.Article or Paragraph
Numbei
Special, required byLNGIINEER: ...... .............. 916
Tests'and ...... ...... .�M, 13371114'
Insurance-
Accieptiincc of, by OWNER,, .. .... .................5.14
.. .... 5.14
Additional, required 6y (ilian
in the Work--,-,_;.
1.4.5.9
Before starting the Work ------
...... �23
Bonds and-rin general ........................ .................
5
.Cancellation Provisions,
'Certificates Of_ 17, 3,33.
. ............ ; ....... >.6.5, 5,8. 4,14; 9,13.4,
14.12,
completed operations..........: ............. I .......
,5 4-13
CON'TRA-CTORs Liability ...... .....................
iA
60NTR4CTOR!s objectim to coverage,,,,,,,,,,,,,;.
5.44
Contractual Liability-___1
5A. 10
deductible amounts, coiNrl-RACTOR's
responsibility............::........ ..........
5;9
Final Applicaacin for PaymOnt, ......
Licensed Lnaurcrs
:,;--.5:3
Notice requirements. material changes ........
5.8. 10.5
Option to Replace .............. ----_---------
-5:14
other special insurances._ ....................... ...........
5.10
OWNER as fiduciary For insureds, ..............
3.12-5: 13
OWNFRs Liability........--- .............................55
OW NERs ResponsibilaK
8.5
Partial Utilization. Prupertv In�im"_."
1; 15
Property.-,,, ......... ........
10'
Receipt and Application ol'Trisumnee,
Proceeds I
i. I zi-5; I 3
Special Insurance----...._____._------._ ...
5.10
Waiver of Rights..
Intent of Contract Documents ............... .........
3A-Y,4
Interpretations and Clarifications ..... ...... ........
J.6.3, 94
Investigations or physical conditions,,,,,,,,,,,,, ...........
4 2
Labor. Materials and Equipment, .........
63.6.5
bands --
and Easements
Availability of„ .... ................. -----------------
_ 4- 1, 8.4
Reports and Tests .__,__ ........ : ...... _: ......
Laws and Regulations --Laws Pr Rcgijlatiora=-
Bonds
Changes in the WorL ... .......... _ ....... ......
Contract
CC,\ - rrPAC-rORs Responsibilities-,,,,_ .........
;6 14
Correction Period, defective Work,,,,,, ..........
_1 3.12
Cost of the Work taxes
1,4:5,4
definition of ... ....... ........... . . ......
generaI6.14
Indemnificatibn ..................... ..6ij
1-6.33
Insurance: ...... ............. . ..... ....................
3t3
TiccedenCe.. .... ............
_jA, 3.33
Reference t0, ........
Safety and Protection, ......
..... 6-20, 13.Z
Subcontractors, Suppliers and Others ...
6. M, I I
Article or Paragraph
Number
Test's an , d1nspections...................................13.5
�Use of Picallses ..........
6,16
viiits to Site ------- .......
Liability Insurince-7
CONTRAcrotc,;;., ... ................... .......
... j.4
,
Licensed Sureties and 1nsu'r,e_r5,
Liens-,-
Appkation for Progress Paymen! ... ..............
:.14.2
CONITPAcTOR's Warranty of Title„ -,
...... 14.3
Final Application for
4, 112
definition of
Waiver of Claims,-, .............. ...... ....................
14. 15
Limitations on BINGIINEER's authority and
risponsibilities....... ..... _.......
.13;
[limited Reliance by CONTRACTOR
R
Authorized ..................... ; ............ ...........
4.2
Nlainremance and Operating Manuals —
Final Application for Payment,.-,-, .......... i-1--.1.4.12
'Yanus Is (of others) --
Precedence., ............. ..................
3. 1
Reference to -in Contract Documents ..................
J.3.1
Materials and equipment—
Kirnished by CONTRACTOR ............ .............
.... 633
not incorporated in Work .......... ........................
14;1,
Vf;iitCrial3 Or e4UiPM ML77equii valcnit.
_6 7
-Mediation'(Optional ...... ........
J63
Milestones--definiti6n of.'.
E24
Miscellaneous-
Compiutation of'riffies_ ..
Cumulative Remedies
17.4
Giving Notice....................................................
17.1
Notice of Claim ....... I ........................... I.. - I ........
17-3
Professional Fees and Court , CosLs Inc'luded .....
17.5
Multi -prim contracts:
Not Shown or Indicated ........... ................
7
. 4.3.2
Notice Of—
Acceptability of Project,..... _.....__ ...........
14.13.
Award, definition of ..........
25
Claim ..................... ......
0173
Diffcring Subsurface or Physical -Conditions
4.2.3
Giving
Tests and Inspections .. t3_3 ......................_.
Variation, Shop Drawing and Sample,,, ,,,,....... 6.217
Notice to Proceed_
definition of ..... ...... J-26
uiving of
....... ............... .............. 2.3
LJCDC GENERAL CONDI FIONSA91013 (19-10 M r10,10
wl CITY OF FORT COLL M MOQ1RCA'11bNsir<F.v9i,)9r
City of Forr C.1h.. Comma. Munteamce Project
Bid Na. 6046 M I I Renew )
Reorim
Dnerlptlon
Dak
Contrct
Unk Price
Total
50&Z2
Concrete Paveneit Ir-Remove&Replace
SF
80
S 8.23
$ 65880
60823
Alley Approach 8--Remove&Replace
SF
S00
S 8.09
S 6,47309
50&24
Eapamhon&Caullang
LF
950
S 443
S 4,20874
60&25
Sp lashb lock 4`
SF
0
$ 6-66
S -
60S 26
Exposed Aggregate 4' - Up Charge
SF
0
$ 118
$ -
60827
Read Flagstone
SF
110
$ 415
$ 45687
60828
Haut& Dispom Concrete w/Wire
TON
0
S 22,10
S -
61301
rrigatica Steevmgr PVC -Complete Ll Platt
LF
50
S 369
$ 18459
53001
'No Parking" Sign With Stand
Per Day Per Each
2500
S 1.90
$ 4,743.04
63002
Vertical Panel Without Light
Per Day Per Each
6400
S 065
S 4,13490
530.03
Chanaelizmg Drum Without Light
Per Day Per Each
34500
S U.79
S 27,24' 99
53004
Type I 111 Barricade Without Light
Per Day PerFAch
2400
$ 065
$ 1,550.59
070.05
Type III Barricade Without Lint
Per Day Per Each
300
$ 3,81
S 1,14448
63006
SIx A Sign With Stand
nn DuyPer Each
4800
$ 137
$ 6,59616
630.07
Sim S Sign With Stand
PerDay Perlach
6M
$ 1.58
S 947.58
63008
Six A Specialty sign - Cost of Mana6cuumg
Each
8
S 60.51
S 484 05
63009
Sire B SpeaaltySign- Cost ofManufacturin,;
Each
1
$ 71, 53
$ 7153
o'30 10
Cone With Reflective Ship
Per Day Per Each
11000
$ 065
S 7,10687
63011
Safety Fence
Per Day Per Roll
473
S 325
S 1,54419
63012
Light
PerDay Per Each
0
S 0.32
$ -
63013
Advance Warning Ftashmgor Sequencrng Ahrow Panel
Per Day Per Each
200
$ 66.04
S 13,20872
330. 14
Variable Message Board
Per Day Per Each
400
$ 13742
S 54,96797
530 I5
Traffic Control SWpe t or
Per Day
160
S 327 14
S 52,342 64
03016
Traffic Control Supevaor
Per Hour
900
$ 11.59
$ 28.42747
63017
Flagging
Per Hoer
5400
$ 2051.
S 110,756.37
TOTAL COST
$ L57&.609-16
One Million Five Hundred Seven^i EThouand Six Hundred Nine
Dollars and "hury 3e: CaiL
�) A /�R
��"X—
Signed
Address C� J��� l
1
'
/
�o) ��C.J
Company \ t
♦
PhinelFas �- v -42,10 - e, 6 i
Check One
Individual Doing Business in Company Name
Corporation
Partner..hip
2
i�
I
Notification toSurery.:........................,.,................ 10:5
testing, independent ... ,.,........... ...................... 13-4
Ofrc[vattons, byFNa[NEE.R 6J0,'9.2
use, aoeeupaney
Occupancy of the bLork .....S_ h 6 30 4, 14.10
of tfiq Wad. ,,_
,
Omissions dr,acts by CO.1TR.\CTOR,., , 6:9; 913
writte h consent or approval
Open Peril policy form, Insurance ........... 1......... ..,, 5.6.?
required;,,,,,,,,,,,,,,, 9.1, 6.3, 1.1.4
'Option'to Replace. ........ ............ .... :1'4
Aritcic or, Paragraph
'
Number
"Or Equal" Items .... ................... :............................... 6.7-
Other work-7
Overtime Work --prohibition of ...... :..:.::::.. ........... 6.3.
,
Ot41tER-- .
Acceptance_ofdefacrive Work: ...... ...... I ...... J3,13
appomt art EIVGL�lEER �.?
,.
as fiduciary;, a 12=5.13
*............
'
Availability, ofLan&,,.responsibility 4.1
definition of„:...:............_......:.....,...:....._...._._L?7
data;.Furnish 83
bfay Correct DefecnW Work t3,14
.klay refuse to make paymient. 14.7
,
May Stop the Work ........ .:....:..:................ .......1310
%by Suspend Work
Terminate.......:.::.::...::8.8: 13.10, 15:1-121:4
Payment, make .prompt, .„•._......„......8 3, 14.4, 14.13
'
performano of -other work......, .............:.........:..: 7.1
permits and licenses; requirements,,,;,,;,,,,,,
purchased insurance
OWVER's--
Aceeptanee of the Work ................ ........ .... 6.30.2.5
Changc'Ofders,.obligation to csecutp.....,•,,,$•6, IUA
Communications .S.l
Coordination ofihcWork, ...... ... . .7.4
Disputes, request for decision ............................ j,.l I
'
Inspections, tests and approvals;,;,,;;.7: 13.4
Liability Gstirance:.:..:::.....:..._............
Notice of Defects,,.....:.
Rpresentativt--During Cotistruclion,.
FVGINEEWS Status:.............__.__,.._:..-..,.,.9.1
-
- -- - - -
Responsibilities--
Asbestos.
diaaciive Material
Change Orders .:................. . 8.6
Changes in the Work_..::_, .� ..................-_ -..1 �:1
communications .... ......... ....... ....................... .5-1
CONTRACTOR'S responsibilities 8.0
evidence of financial arran_cmcnts,..-_........ S:1I
'
inspections, tests and approvals,-:,...... ......... 7
insurance...............................:........:............:3
-lands and easements,, .......... ...... 1:... 1:1... ...:..5.4
promptpaymentbv8.3
'
rcptacement of.EINIGNEER:::.:....:..:_:,.,.::
reportsmid tests,
stop or suspend Work, ..;5 Sj 13.10; 15.1
terminate CONTRACTOR s
services 318,-15:
,
separate representativcatsit c ............................. 9:3
sI
crctx:GL_m2Lv:coNDmotrststa.8Stssp,erimorn
ev/ ore bF FoR4,COLLINS MOINFICATIONS (REV 9195),�
,
1
I
I
I
I
lI
LI_
I
I
I
I
I
I
I
I
I
I
I
I
Article or Paragraph
Num ber
writteii notice require[..,,;,,,,;,,;,,JA,
9.4 911.
....... 11.2,41.9,
14-7, 13.4
definition of, ....... I ...... ....... ......
1.7 ...... :.J.29
;!
general.. .......... 4__ .....................
........4.5
OwN-Ews rcspbnsibility 6r,4.,. .....
Partial Utilization -
definition of ... I.; ... 4 .................
........ 1.28
general 6.30 - 2.4, 14.10
Property [nsurance .............................................
5:15
Patent Fees and.Royaltics ....... 4 ..............
....... 6.12
Payment Bonds.__.........._
Recorrunendruion of .......
14,4-1*7, 14.13
Payments to CONTRACTOR and Completion—
Application for ProgressPayments. ..............
1j.2
CON TiLACToRs Warranty of
.... ____14.3
Final Application for Payment„-. ...
........... 14,12
Final .Inspection„.. . 4444..4 .... 4 .... 4.4 .........
4 ......... 114.11
Final Payment and Acceptance: ............
4..14.13-14.14
!general,,,,,,_ ....... .............................
8.3, 14
Partial Utilization .........................................
_14410
Reta inage...... ....... 4_4 ........................................I
4.2
Review of Applications for
Progress Pnyrnents... .......................
zz:,:.14.4-14.7
prompt payment,,,,,,,,,,,,,,,,,,,,,;,,..........
1?:3
Schedule of Values . .........................
.................. 44
..... ! 141
.................1451
Substantial Completion,..-_ .........................
14.8-14.9
Waiver of Claims
_:.14:15i
when payments due .................................
14.4, 14.13
withholding payment .............. ....... I ...
,4 ....... I., .... 14.7
Performance Bonds, ............... 4 ........... 4 ................
5.1-i.2
Permits
Petroleum -
definition of ......................................................1.30
general.. .......... : .... : .... .44 ...... ........................4.....4.5
OWNER!s responsibility Por.... . .........................
D.10
Physical Conditions --
Drawings ol•: in at relating (9 .........................
4-21.2
FNGIT,FFER's review
4. 14
existing structures,.,-.... ........................
2 2
general 4.2.1.2 ........... 11 ...............
......
Notice of Differing Subsurface or .......................d.2.3
Possible Contract Documents Change ... .............
4.15
Possible Price and Times Adjustments ...........
_1.2,6
Reports* and Drawingq ...................................
14.2. 1
Subsurface and _.: .. .
......... . 4,2
Subsurface Conditions__ ........ .........
�4.2. 1.11
Technicil Data, Limited Miancc b . y
CONTRACTOR Authorized*
Underground Facilities=-
genera l... ................ ...............................
4.3
Not Shown or Indicrt . ed : ': :71:7--.4.3.2
Protection of .........................................4.3,
6.20
xi i
Article or Paragraph
Numb,cr.
Shown or Indicated,,,,,,;,,,,,,,
Technical Data.................... I ..............
Preconstructi6n Conference., ...........................
Preliminary Mattes,___
PreliminaryS&dule4' ................... .................
.........
........
Premises. Use of
6.1". IS
Price, Chtinge of Contraq ' ............................
V .......
Price, Contract--defmitloh,of,
.Progress Payment. Applications for .... .............
_J4,2'
Progress Paymcnit--retatnage ......................
I ............ 14.:2
Progress schedule, CONTRACTOWs ...........
2.6; 2; 8, a 9.
....... ;., ............ .... 6.6, 6.29..
10.4. 15.2.1
Projec ' t-defuritionof,r. ...... I.- ....................1.31
.
.Project'Rcp`rescnIaUvc--
ENGINEERs Status, During Construction...:.-.,:.- 9.3
.
Project kepresciit.,ttive,lkcsident.-deFiniti6n
of ......... LB
prompt payment by ...... al ... ...........
8:3
Property Insurance—
Additional
.7
general-5.6-5. 10
Partial Utilization
15; 14.10.2
receipt,and application of proceeds,,,,.,,,,,,
5-12-5.13r
Protection, Safety find.; ....... : .................... 0.1-0-6.11,
13:2
Punch list
Radioactive Miteriak-
&fintiun uC ......................................................
1. 3'
,general4.5
OWINFR's responsibility fad......._ ....................
h. 10
Recommendation of Payment ................14.4, 14.5, 14,13
Rccord Docum-ents: ....... ...............................
�6.19, 14.12
Records, procedures for maintaining ..........................
. IS
Reference Points
Reference to Standards and'Speci fications
of Technical Societies,;,,,,,,,,,,,,,,,
.............. ;3
Regulations, Laws and (or) .........................
.
_ .......... 6.14
Rejecting Defective Work ................... I .........
I ............. 9.6
Related Work..
at Site
7.1-7.3
Performed prior to Shop Drawings
and Sampl�� submittals review
jG:'s
Remedies. cumulative,-_- .......1 ..... I ... ---- I .......
JT4, 175
Rcmobal orLCorrection ol`Dejectfva Work ....
......... _13,11
rental agreements,. OWNER approval requiro , ... 1,1.4.5,3
replacement of ENGINEER. by OWNER ....................3.2
Reporting, and Resolving.
Discrepancies....... ........................ 2.5,
3133 6.14.2
.Reports --
and Drawings ............... __ ......
......... 4.11
and Tests, OWNER 's responsibility
�:4
Resident and Prpject Rcpre.s,!ntativ&-
d'efinition of .....................................................
1.33
provision for............................................................9.3
LJCDC GENUCAL CONDITIONIS i9io-s o9w Lm noto
WI'dTY OF FOR rCOTINS MODIFICATIONS IREV 9!99'
I
Arri6c or Paragraph
Number
Resident Superffitendent. C()NTRACT0Rs,,,., .... : ... 6,2
Responsibilities-
CONTkACTORS-in general ..................................6
........................................9
,HNGLNEER:s-in,.,Cncra1
Limita , tions on, ..............................
. ............ 9J3
OW,�MR!s-in gmera(
........... �S
Retainage .................. I .........
.......... 14'.2
Reuse of Documents ....................................
............. '17
Review -by CONTRACTOR: Shop Drawings
.and Samples Pri(i to Submittal-, .....
............... :.6:25
Review of Applications for
Progress Pavmcnts ....................................
J4.4-14 , 7
Right town adjustment ..........................
z ................. 10.2
Rightsof Way ......... .............. .... . ................
.......... 4A
Royalties. Patent Fees and ... ; ............. ; ..............
; ... A ... 0:12
.Safe Structural Loading ...........................................
6.18
Safety -
and Protection...._ ..........................4.3.2,
6.16, 6. 18,
--- ::T:_7;,__;_T___T: ------ 6_20-6
' 2 1 i 7.2. 13.2
general ................................................
.... 6.220-6.:23
Rcpr,scntaiivc,.t0NM%CTMs .......................
6.21'
Samples-
deGiiiLion
.... 1.34
general ...... ... I ...................................
_.�
§.q4-0 �s
Review by CONTRACTOR ................................
6.25
Review by ENGINEER ..............................
* 6.26, 6.27
related Work
6.28
submittal of
6. 2 4.2
submittal procedures , ........................................
§255
'Schedule of progress
2.8-2.9. 6.6.
............. ............... : ......
6,29. 10.4- 152.1
Schedule of Shop Drawing and Sample
Submittals 1.6,
2.3-2.9, 6.24-6.28
Schedule of Value,% ...............................2.6.
2,8-2:9, 14.1
Schedules -
Adherence to
15. 2. L
Adjusting..... ....................................................6.6
Change of Contract Time;.................................10.4
Initially Acceptable_ . .................................
.;.2.8. 2.9
Preliminary............... ....... 1 ..................
I., .... '.6
Scope of Charigcs: ......................................
103-10.4
Subsurface Conditions
2. 1.1
Shop Drawings --
and Samples, general .................................
6, 24-6.28
Change Orders & Appli6tions for'
Pavmcnt-, and... ....... ............
1. 19.79.9
definition of
RNTGUN EEWs approval of ..................................
16.2
ENGL�7GER's responsibility
for review ........ ........... I ...........
9.7; 624-6.28
related Work
review procedures ...........................
..... 11i, 6.24-6.2S
Article or Paragraph
Number
submittal required ................................................
62-4.1
Submittal Piocedures ...............................
..... ... 6.25
use to approve substitutions„ ................_„_.__„_
5-73
Shown or Indicated .... ....................... I ..................
;1,1 1
Site Access ......................................... __ ..........
7.'-) 11-2
Site Cleanliness, ................... .................................
617
Site, Visits to"
by EINGLNIMR :z...:._9A
13L2
by oth&.%.............
......................................
........ 13.2
specizil,causes of loss! poliq4urni,
insurance ........... ...
... 5.6.2
definition of
146
Specifications-
deftriation.of
1.36
of 'rcAnical' Socictics, reference
precedence., ........ ...... b ........
Standards and S'p&ifications
of Technical Societies , ........ ...............................
3.3
Starting Construction, Before......:.-. .............
7 ...... 2.3-18
Starting the Work .... ... :-1 .... _ ......... ......
14
Stop or Suspend Work
by co-vqRACTOR ...........................................13.5
by OWNER ............. L ........
1310, 13-1
Stoiige of materials and ecliiipmera _;__:_4.
11 7,2
Structural Loading; Safety ......................................1.6.13
Subcontractor -
Concerning ........... ...................................
6.3-6. I I
definition of: ......... .....................................
j37
delays...................................................
......... 12.3
waiver of righuk; ..............................................
o-I I
Subcontracturs--in gcncrul:.,, .._ ......... ..............
6.8,-6.11
Subccntriictss-reqoired provisions .......... 5111,
611. 11:43
Subm ittals"
Applications for Payment.................................14.2
Miintenmice and Operation Manuals.1
....... 14. 172
Procedures .........................! ..............................
6:25
Progress Schedules ..............................
2.9
Samples ........................................... .......
0. 2¢6:28
Schedule of Values ....................................
2.6,14.1
Schedule of Shop Drawings and Samples
sulimissions ......................................
16, 18m2_9
Shop Drawings .........................................
6.24-6. 23
Substantial Complction-r
certification of ........ ............... __1600,2.3,
14,8-14.9
definition of: ...
....................................
...... J.38
Substitute Construction tMethods or Procedure* ........ 6; 7.2
Substitutes and "6r EquitIft items--.,.-_
-6.7
CONTRACTORS
ENGINNFFWs Evaluation
&7_3
"Or-rquat ............................................ .........
5.7.1.1
Substitute Construction Methods
xiii EJCW. MNERAL rONDMONS 1910-8 (199U ED1 rIOMn
W CRY OF FORTCOLLINS NNIODIFICATTONS (REV 9199p
F�
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Articli; or Pariagrtiph
Number
or Procedures .............................................
..
SubstiturcItems- ..... ...... % ------------ .....
......
Subsurface and Mysical.Conditions-_1
Drawinp of: in.or relat4g to .........................
4.2-172
ENIGINEEWs Review .......................
........ 4.24
general ...........
4-2,
Limited Reliance by CONTRACTOR
Authorized ........... ............
...... 4:2,2
Notice of Differing Subsurface or
Physical
Physical Conditions ......
.411.2
Possible Contract Documents Change... ............
4.2.5
Possible Price andTimes Adjustments. ......
;; ...... 4. 2.6
Reports and Drawings ___ ........ . ..............
4.2 ' I
Subsurface and, ........ ...... M
........ : ...... 4_
Subsurface Conditions at the Site
Technical Data.................................................
4.2.2
supervision-
CONTPUkCTORs
OWNER shall not supervise ....... ....... I .......
I .......
FNGIN'EFR shall not supervise,,,,, 4.4 ......
9,7 9.132
Superintendence., ..............
Superintendent, ONTPACTOR!s resident ....
Supplemental costs ..........................
4 .................... . ....
..... 11.415
Supplementary Conditions—
definitionof .....................................................
1.39
principal rcfcrcnccs to ................. 1. 1 O; I , 18, 2. " 17.
....................... - 4.3. 5.1, 5.3,
5.4, 565.9,
...... 4 ....... 1.5.11, 6.8. 6.13. 7_4; S.
11, 9.3, 9.10
Supplenicriting'Contract Documents,"",,:-,,,,",-„-,-„
:,13.6
Supplier—
definition of
principal refere"n"c'"e's t'q 6,
S-6. 1 1. 6:20.
* ------- --- ......... ...... 6.24, 9. 1.3,
Waiver of Rights_,,..... �.....-I-.71
.........
Surety -
consent to final payment,,,_,,,,,,,,
14.12, 14-14
EN6WFER has no duty to......,
I ....... q. 13
Notification of.:....._ .......... ........ 10.1,
10,5. I5.2
qualification of ...... ......................... I .............
5, 1 -5. 11
Survival of Obligations_ 4 ...... 4 ........ 4 .... 4 .... ..............
134
Snd Work, OWNER May. � ........ .. .........
13,11). 15.1
_Suspension - of WorL and Ter inatian .................
: ....... li
CONTRACTOR iMiy Stop Work
or Terminate
__l 5,5
MVINER.May Suspend Work .... _�
5.:1,
6WNER Miy Term inaw ...... ;: ........
15:2-15.-4
Payment by CONTRA(. -TOR,,,,,,,,,,,,,,,,,,,,,,,,
o,15
Technical Data -
Limited Reliance by CONTRACTOR ...............
_ 4.2.2
Possible Price and Times Adjustments
Reports of Differing Subsurface and
Physical Conditions ......... ....................
..... 4.2.3
xiv
'rem p.orary ponstruction facilities,---,,.. ............... 4-1
Article or Paragraph
Nurn ber
Term iruition-
by PONMACTOR .. ....... ---- - ----------------_-----
15.5
by QWNER .............................. ........
3. 4.: 15.1 - 15.4
of, ENG LNHER!scm P*16yrn ent ..........................
; ..... p.
Suspension of Work-in genaiil .............................
15
Terffis and Adjectives
T�sts and lnspection'�-
Aecess to the Work, by other's_ .......
....... ... 133
CONTRAc,rows responsibilitia
............ 13,j
...........
cost of 13.4
covering Work prior tq ..................
........ _13.6-117
Laws and Regulations:(or) .................................
13.5
Notice of cidects::...................:..............:..........II
I
'OWNER Miy Stop Work......._ .............
...... ... 13.10,
,
,61VNER's independent testing ............
........ j3_4
special, required by E\NGivFEFR ..........................
!)e6
timely notice required,.........._ ................
......... 13A
Uncovering the Work. at ENGLNEMs
request..... ... ..........
13.8-13:9�
Times--
Adjustin& ................ ....... ................
............
Change, of Contract..... ...... :_:.: ...................
___1 2
Computation of ....... - .... I ... - ............................17
Contract Times --definition of
day _ .................. ...................................U.'?
.........*................_1722
Milestones .......................... : .......................
_ ...... 1 2
Requirements--
.. . .................... * ............
appeals .......
�Mo, 16
Clarifications,
claims and disputes.---..;
9.11. 11,2. 12
Commencement of ContractTunes.,,;,,:.
Preconsmuction Conference
..................
.schedules .........................................
'.6, 2.9. 6.6
Starting the
.......... 2.4'
Title. Warrantv of......,. : ...........
143
Uncovering Work ........................ ...................
13.843:9
Underground Ficilities,Physical Conditions -
definition of
1.41
\ t T 0tr Shown or lndirit&l
.4.3-2
..............
protection of ...............................................
4.3,6.20
Shown or fridicated
Unit Price Work -
claims
definition o( .....................................................
1,42
.Seneratli.9, 14.1, 14'5
k
Unit Prtccm--
generall 1.3.1
Determination for..........................
I .................. 9,10
Use of Premises .................................
6.16, 6,18, 636. 14
-
Utility owners,,,;",,....."",-"-_-,...... k. 13;
6, 20, 7.1-7.3, 112
Utilization, Partial, ... 5.15.
C-30-2.4. W. 10
Value of the Work
Values. Schedule of".............._...........,:�2.6.
1&19. 14.1
L1C1)C.G'LN i BLU_CONDinom iqio-s(iq,)o EDinot,,i
W/ CITY OF FOFCrCOLLTNS\IOI)fRCATIO',.3W.V 969i
I
I
Variations, in Work--Nlinor
.-.6;25, 6,27. 9.�'
Article or Pariigmph
Num ber.
Visits1fo Sitc-7by EINGENTER ............. ..........
t
Waiver of Claims -on Final Payment.,,, ....
14.15
Waivcr of RJ&hts.by insured panics;,,,,,,,,,,
,,,,�. 1 IjA 11
Warranty and Guarantee. General --by
C'UNTPLACTOR ................................................
6.30
Warranty qf Title, CONITRACrORs .........
4'3
Work --
Accessto ..................................... ... ...................
1.1Z
byothcM: .............................................................
. 7,
-Changes in tho.. ........
Continuing the ................... !_ .... :____
I .
CONTRACTOR May. Stop Work
or Term irate .................
Coordination
Cost of the..::..:..:..:........:.....::::..........:....:..I11,5
deffnition,of. ...... I ............ ..........
............. 1-43
neglect . ed.by CONTTRACT6i
13,14
other Work
O%'vWMX'fay Stop
_13-10
OWNER May Suspend Work ...................
j3,10, 15,1
Related, Work at Site ....... I .....................
..... 7:1-7:3
Sinning ...... :.. ...: ......
........ 1.4
Stopping by CONTRACTOR_, ...
............ 1.5.5
Stopping by OWNER .................................15.1.15.4
Variation and &viation authorized, minoz... .......}.6
Work Change Directive —
claims pursuant to ....... I
10.2
.......... 1. .
....................
definition ot................................ I....................
1.44
principal references to., ...................
3.3.3! 10. 1 - 10. 2
Written Amendment. -
definition ..........
principal references to.., ........ _IA0.
3.5, 5.10,15A "I
.......................... .6. _' 6.8.
C
................. 11.1
Written -Clarifications and
InterprcEatitins.............................
3.6.3'..9,4. 9.1 I
Written Notice Required —
by CON7RACTOR ............................
7.1, 9.10-9.11,
1
10.4, 11,2. 12.1
by O%VI\'ER.................... 9. 1 o-9,1 I. 1
V.4, 11.1 13.14
w
LJCDC GUNUtALCONDMONS IM-3 (1990 LDITION)
wf,(I*rY OF 9199)
I
I
I
I
I
I
I
I
I
11
I
I
I
I
1
I
I
1
L
I
I
I
(This p4c Icft blank-igtcntionally)
ElCMQfiNGRXL CQtiI)( RbNS'1710;3 Q'W bIN 116N)
it c7TY OF FORTCOQLI T, MQDCFICA IIONS SRLV.41Y91'
11
GENERAL CONDITIONS
ARTICLE I-DEf NITLOV$
Whatever used in these General Conditiors or th the other
Coritracr Documents the following termshave the'
,meaning :indicated which. arr.upplicrblr. Co troth the
vnglilar and plural then:6
1.1 Addenda -Written or -graphic instruments issued
prior to the opening of. Bids which ctai* correct or
-change the Bidding. Requirements or the Contract
Documents.
1.2. 4gmentenNnccwritten contract between cAVNEIt
.and CONTP—AcroRcovcrirg.the Workto'be performed;
other Contract Documcntsarc .attached'to the Agrecinait
,andtppde:apartthereof as provided therein:
1:1 4ppplicabbn Jbr Prrynknt-1'he t"orm;accepted by
FN01149 which is fin be used by COiNTRACTO,P in
requesting progress or final In
}tucnts•and which isto ba
accompa nted by such supporting doeumchtation is is
r*.ired,by the Contract Documents.
1.4. Asbestos-Anymaterial that contains more than one
percent asbestos and is triable or is releasing aslx-suis fibers
into the sir,above current actionlevels established by the
l7rtitcd States C)ccupation t Safety 'and Health
Admhu'stration,
IS: Brd-The oftcr or -proposal if the'biddcr submitted
on the prescribed form setting. forth the prices for the Work
to be performed.
1,6. Bidetiing, Docianmh-The advertisement or
invitationYo Bid, uvtructions to bidders, tha..Bid f'orm;.and
the,proposed Contract Doctmtents (rn ludiig-all Addend i
issued prior to receipt of Bids)..
I.7_ .Bidding. Reyuirvmentc--Thr .advertisement or
mvitationlo, Bid. instructioru iubidders, and the Aid form!
1.8: Bondt-Performance and Pavmeni bonds and other
instruments ofsecurity:
19. Change Order-A.document: recommended by
GNGWEL_12; which is si&wd by CONFMACTOR and
OWNER and authorizes art addition deletion or revision in
'die Work, of an"adjustment in the.Conuuct Price or the
Contract Times, Li-_Uc l im,or after the Effective Date of the
Aureement
-1.10: Cornlruit Documents -The AgreeracftL ; ddcnda•
(which pertain to the •Contract Documents);
CONTIL4ClOR's. Bid (including documentation
aaomptmying the Bid and anv- post Bid ducipncnuuiun
submitted prior to the V olive of Award) when attached as
an exhibit to the Agreement the Notice to Proceed: the
Bonds, theso' General Conditions. the 'Supplanimtary
•Cgnditioiu,. the :Speeifictrionsand the Drawings:as the
EJCUf; GEt'E[t.V. CQMUIT[OCD I'll 03 (I y9(1 &titiml.
U1 CITY OF FORT OULLI M MOUtfICATIONS tRGV a$oo111
'same are more -specifically identified In the Aereeinerir.
together,with ell Written "Amendments, Change Orders,
Work Change Directives Field Orders and ENG24EERs
written interpretations and elariGLations issuer! pursuant to
paragraphs 3.5, 3.6, I and 3:6.3' m. or a[ier the ElTective
Date of the Agreement .Shop Drawing submittals
approved, pursuant to paragraphs 6:26 urid,6." 7:and the
reports and drawutys relerred,ta ai paragraphs 4:_':1 and
43:2 are min Contract. Documents,
I.H. C:bntract Prfca=The m6neys, paytiblea by
OWNER to dNfRi\CTOR rur completion orthework
in accordance with the Contract Dncuments as, W- ted in
the Agreement (subject to the ' provisiuns -of
paragraph I f 9.1' fn the case of (lnii Price Work),
1.12' Contract Times -rho- numbers of days or ,the
•dates stated inahc Agreement (i) Eiachicve'Subanntial
CoinPlev6' and (ii) to eanplcte the Work so' that `it is
ready"for fiml payment ss cvidcnecd:by hrNGINEF:R's
wnucit rccommerutaUon of Gmsl payment .in accordance
tGit}t,ptuagropft 14:13;.
1;1.i. CO3VIR4(:T0R-Tbc l+erson, firm or.corporation
with whom OWNER has cmcred'into the Agreement
I'.14. def cril•a-Art adjm[ivc ,tvhicli twhc:it rtiuitif}'ing
the word Work refers to Work that is unsatisfactory, faulty
or deficient in that it does- not conform to. the Contract
Documents, or does', not meet the .requirements of any
inspection reference standard, term or approvM:ret'erred to
.in the Contract Documents, or has-been damaged prior to
MIGDMER's moomm:ridatiomof final payment (unless
responsibilityfer, the protection thereof has. been assumed
by OWNER at Substantial Completion in accordance with
paragraph 14:8 or 14,10),
1.15. Draivirtgs-Thee drawings which show die scope,
extent .and character of the Work to be furnished and
performed by CONTRACTOR and which have been
prepared or apprmed by LNGUNUER and are referred to
inthe Contract Documents., Shop- dmwines are not
Draw ings as so defined
1.16. EJfecrive Darr of IN .lgreeownt-The date
indictted'in the Agreement on which it becoines,elfective,
but if no such date is indicated it,meins.the data on.whiclt
the Agreement is.sfcned and delivered by the List of the
two parties to sign and'deliver,
LIT ENGINFCR-The person Gunn or corporation
named us such"in the Agreement.
1.I8: EVGh%EE12's Cainwnllant-A .person fimi, or
corporation having a contract. with ENGNEER to famish
services. as LNGWEE•R's independent professional
associate or wruultantwith,respect 16 the Project and who
isidenti6ed as such in ttie.Sup'plemeniary Conditions.
1-.19. Field Omer=A written order issued by
MgGLNEER which orders minor changes in the Work in
accordance ivi"dt paragraph 9.5 but whkh does riot involvc-
a change in the Contract Price or die Cbritraa Times.
II
I
I
I
120- �Genarai R4"Ovotonrs=Sections of Division I of
the Specif cano is.
1954/(4_2-USC;Stetion 2QIF et seq:)..as unzrided'from,
time to time: -
L21- =anloia tlrasta-The term Ififzardous Waste shall l3? b Rekrllar ti<irldne+Hbttrs=Reaidar work-ins }tours
have llie_meant.tg provided-in'Sec6on.-I004`6f thc5olid 'arc Adelined.-as=.700arn":to.-6:00etn. unless"'otffenvise
LVatte.DiTosal .act (42USC'Section6903) as amended -specified'imtheGenemlReattirenfmts.,
from dine Utime.
1224.. 23:: Laird and Rtgjblanats: Laos viRzgrlitnona--Any
and all. applicablelaws rules- regulaituns. ordinances.
codes and orders,oftiiny•and.all Loveminental`,bodies,
egencies; authorities and courts havim Uriscliction.
1.22.6. Leeal Halidays-shsll'be ihose nolidivs observed
bv, the CirVL of Fort Cal [in. '
1,33: Liens —Liens charges, .security interests. or
encumbrances upon.real property. .-.,security
114. .,bliksranz--A principal event specified in the
Contract Documents relating to.an inteanediatc completion
date oc a_ime prior to Substantial- Completi_dui- oG all the
Work.
1,25: Nonce;of-Ainardt A written notice tly0INNER to'
thenpparent 3ucw&sful.hiddcrst i6rig,Lh.at upon compliance
by the apparentsuccessful bidder with the czmditiEms
preecderit enumcrdted therein, within die time specified,
OWwCR will sign and deliver.the'.\grrenient,
1.26 Notice to Proceed —a, written, notice given by
0\LNER to CONTRACTOR (vnth a copy to, ENGINEER)
rtx- t the' date -on which :dac Contract Times will
commence in -run and on which Mo •f RACTOR shal l,stirt
to ixrtonn cbl CT t\CToR'S -obligations under ' the
Contract'Documents,
I._7: blYL ER -The public body or authority,
corporation, association, firm, or personwith whom.
CONTRACTOR his entered into the Agreement and for
whom the Work is: to be:piovided
L'M Partial Utrlizatlan—Use by OWNER of a
substantially complcied,part of the. Work for the purpose
fix which it is intended (or a related purpose) prior to
Subtt, IialCompletiimofalltheWork
1.39. PCBs —Polychlorinated biphenyls.
1:30. Pehi leum—Petroleum, utelutiirg crude oilor any
liaction thereof which is liquid at standard conditi6n's of,
temperature and pressure (60..degrces Fahrenheit and
14.7 pounds per square. inch absolute), suuh as uiL
petroleum, fuel oil, oil slud_e oil refuse, gasuline, Lerosene
.and oil mix td with other non -hazardous Wnstes andcrude
oils.
131. Prcjeci The total construction of which the Work
to be provided under thc'Contract Documents mdy N the
whole, or a pan' as indicated elsewhere in 'the Contract
Doaimerits
1.32:a .Radibuctive :fllalerial—Source. special nuacar..or.
'byprodummaterml as defined by,th5 Atomic Energy Act of
FICUC GEy'ERll: CODU1710Nti'.1911t.8 tIl'JU Eiliciml.
a'/(I Y OF FORTCOLLI NSMODIICRCIONS(REVaPaw)
1.13: Resid&a PivjectRepresentatryx-The audutiied
representative of Ly'GINECR.who maybe assigned to the
site orany part.thereof-
LA. Samples -Physical' etamples of mat"L;.
egiripmant or work- anshtpp�•that are; represenmtiva of
some por[i ut of the Work and which estabhsli the
,staiadards�by whicli such portion of t}ia Work —will be
Ridged
1.35: ,Stiop Urcxings--All draw gs, diagrams.
llustrauors;scludules mail other data or information.
which arc spe,citically prepared or a'sscmbW by or'for
COiITR.ACFQR'gand submitted by CONTRACTOR to
,illustrate some portion of the Woirk:
t 36,J%>,ici�imhmts:fh portions of the Contract
Documents: consisting of'µTitten technical descriptions of
;Materials, equipment, construction systems;ds standarrind
workmanskip� .as applied' to, -'the Wofk sand certain
adtninistrativc.details applicahle thereto:
I;37: Srbecmtraetnr—An individual; Cum: or' corporation
:hav ing a direct contract with .CONTRAcrbk.orrwith any
othcr:Subcoitractor for,thc.perlormance of a part of.trte
Work at the site.
1.38: Substantial Canrp(enon-Tlic• Work for a
specified part thereof) has progressed to the point wherz;
in, the opinion of FNGINEF.R as evideh6ed by
2gGiNEER's definitive certificate of Substantial
Compleuon,. it is sullicientl)' compete,: in accordance With
the Contract Documents, so -that the Work for speciftted
part); can be utfliied for the pwpoce_s foot wtuda it is
intended;, or it no such certifcate is issued; when the
Work is canplete and ready for final'. payment as
evidenced by FNGTNRIRR's,%.Anon recommendation of
Anal payinenr_ in accordance with paragrapb 1 t:l 3, The
terms, 'substantially complete' and 'subs6traially
completed` as applied to all or part of the Work refer to
Subsu ntial'Completionthereof.
119. Sapplementwy Condinons=The part of the
Contract Dictum ,ints which amends oi• supplements,lhase
General Conditions,
1.40.. Supplier -A manufacturer, tabricatur, supplier.
,distributor, materialmanor vendor having a direct contract'
with CONTRACTOR or 'with. any Subcontractor to
:furnish materials or equipment,to be incorporated in the
.Work by CON) TRACTOR'urany'Sulicontraetor.
1.41: f/ndergraturd Facitities All pipelines, conduits;
du6ts cables.'wires, manholcs.vaults, tanks, tunnels or
otliersuch facilities crartachmerim'and anycricasem ends
cdrAa, u* ng such facilities 'which have, been insuslled
.underground :to. furnish any of the following services or
materiali: eloctrkitv, gases, stein, liquid%pafoleuni
products' tclzphora' or other c_arnmW'm'c'atiom cable
'tclevim'Orl, sewage and 'diau'w'* 'rennaval. trufficwir,uther
control �iyiti;ms or wateY
i _4T (;ri hjee to, bi"Tvid I Fjr on'the basis
,of unit prices.
1.41 ' Work --The , entim.,completed construction of, the.
various separately identifiable' parts therm- r re'411a ed to, 66,
furnished under the CiintractDocurnents. Work"includcs'
and is tiie result ofpereurnung, or funishing lab
or and,
'Wre the co r urra Documuvs
1_44- Work. C;u vigif Directive -A whiten directive to
CONTRACTOR issued an or after the EfGictiye Date of
'ihe Agreement and --,signed hy-PWNMaM recommender!
,by ENGINEER. arderrrig'an iddition, deletion ,ur revision
IR tK,e- Work, or resoo or uinlon�pdprig- to diflfa�, Seen
phy7d'6il4onditiods under �whicfi the Work is to he
P, _rtt as provided in prim h4- grap. ,:! pr 4-3 or to
cmcrilcnctc.s'undcr parngraph623. A Work Change
Directive will not &-inge the Contract Price or -the Contract
`Firnm - but is evidence di - at the Parties d"\J`X'cl that- the
change directed or documented by. a Work Change
birecue will, be,iiicorporated in a- subwquentlyr issued
Change Order followirig negotiations by ihcfiartics as io,its
JWL-if any, on the Contract Pace or. Conttaci Tirfi&% as
provided in. p3ia9 aph'i 0.2
.
145. .4mena5mnl=A written.amEndment- of:tha,
Contract Docuaftcrits,' -'signed by OWNER and
-CONTRACTOR on or after the Effictive Date of the
Agr- cmFnt and noinnally dealing with: the noncriginceri'ng-
or" nomcclintical' rather than strictly ccinstruciion-related
.aspects ofthe Corirrqct Documents.
ARTICLE 2-P.RELLNIIINARYN[ATTERS
Pilirqry of Bo;i;Lv..
I. When. CON-j-RACTOR delivers the, executed
.Aar=ments to OWNU R, CONTRACTOP "It' also.
dQver'ta MWER,sucli,Bonds m CON7RACTOIR may
be required to furnish iniaccordance with. parroffSph 5.1,
Copier of Documents:,
12. OWNERshall furnish toCONTR-,\C.TOR.uptoten
copies (unless otherwise specified in the Suppltinenuiry
CoryJitiorts) ofthe Ccntraa Dvcurn'ents as me reasonably
rccessary forihe cm-c'utioin ofthd W�'k..,Additica I copies
will be larnished upon rSqucsC at the cost cifeuproduction.
Cbmmenceinend of.Contract Mnes, Notice to Noceeii,.
13.
The Contract Times will commence to ninon the
-thirtieth day.after the EtTe ive Date of the A, '
-cl zrcemen�yq.r,
"10 T-Y 01; FORT COLU NSMODIFICA RONS (ahY4;7NJO)
if ai-Notice,t6 Proceed 'Is aly'g'FL.Q&the 4 dy'r'n-dicated itithe
Notice to�_Proceed A Notice to Prikeed maybe 9'iveK- Fit
,anytime withinlhirty days after the Ef5ictive DateoNfitc,
(Q80411-9 4146 is
oFBid
'�Uffiffl 00 Le'SM I Iff -4,0;h
-Of- B!' IfIlle: !tll !Wte
oper"Yq- t-h- iikii� Ili Z
Sftr*ng'fh e, Work
2.4- CONTRACTOR shallistart to, Derfij-nn the'Woric
on. the "' when -the-Co"nt"rac't'fimcs-'co'mmencc to 'ru L''
but no Work shalt be done at the sire.prior to the date on
whichthe Contract Times commence to rum
Rdfare -SMrting con."cgom
'23; Bebrc undertaking, cinch Part of the 'Work.
CONTRACTOR' shall :carefully study and compare the
<Cbntmct DocuMemm' and"chdck and :verify ..pertinent
ment
Ifigurew, 'sh6wri ',thcrt9n, and applicable Geld
ftreasuifeinents. CONTRACTOR shalt promptlyeeport.in
writing I F NGINEER - any, contlic4,error, ambiguit . y . or
regency which (_ '60TRACTOR may discover and
,
shall, obtim, a written inteTmmtion"or clarification.from
FN(YINT,F.R -before proccuding with ':any, -Work aflcctcd
thaeby, however, mtumAcTOR. shall not'.be.firible'- to
OWNTEFZ�lt fo or FNCMNEFr laulum to'report any contlict; error, ambiguity or discrepancy in the Contract
LA)cuments, unless CONTRACTOR knew or rcis6nii6ly
should have Lnown theriof
16, Mithin ten )s the E f5ective bate. of the
Agrecracra. (Unlcm,tafter m Tccificd Jn,, the (;encral
Requirern CONTRACTOR shalt -subm"it ' to
ONODIEER�for review;
2.6.t. a prelftnimary progress schedule indicating
the tunds,k I n!um ' bers-ofdays or dates) stir iLartamand
completing lix vvin'bus'stages of the Wok iri4ding
any lileuones specified ut the Contract Docuni5 riti-
2:6.2. ipretirninaiyschedule j[Shop Drawing and
.!'simple sAihmittals. which-. will list `each required
,UtiMrttal,and.drc ibrics for submitting, reviewing and
prdusgirig such submittal
16�11. jn no cast will h schedule be
accepuib e which allows less than 21 calendar
days for -each review by l3omneer.
2.6.3, A preliminary schedule of vrdues.lur�all.uF
the. Work which will InCtude qmnfities -and prices of
r1crns• aggcgatinthe- Curaoict Price and will
subdivide the _Wiik into component parts insufficient
Fficieru
detail to serve as the basis for progress payment%
during, oonstructim Such prices will include an
ap 7 propnmc.srwoum of overhead and, pro6t,iipplicablc
to anh item -of Work,
'23: 'Before any Work at the silt' .is swirtc:L
CONTRACTOR and'9;;M*."R' slialt eaek deliver 10 etimiff OWNER wtlh copies. to
L GINEER,
N
�J
I
I
11
I
c ti6cates of usirarce,(and other•ei•idence of'iosurance
ekletienal-i'rmay
�reaseee�y--r�aqOe requested tiv 0� ER) whii:h
CONfRACfO>t_ _-- isrcyuired
to purchase coed maintain `at :accordance- with
paragraphs 5,47-3:6snd*7.
P,reeonstrnrrion t^onferencee
N;, Within twenty days after the Contract fimcsstarl'.to
rite but before any Work at the site ss started `a conference
attended by CON[ Rr\GTOt2: -Ei r(i[�IEER aril ot}iers. as
apprcipriate. will he held' to establish a working
uticlerstarnd ng among the parties as to the Work and to
discuss: the schedules referred to. in psmgraph 2.6,
procedures for handling 'Shop Drawings,
rawings and other
submittals processing Appbcaltom for Payment and
maimainmg required records.
. initiallp Aeceptahte ciedulem
2:9. .('titles otherwise provided in the
and'others as apprepriatb desi agl t) cd by O%Yhn?, will be
held to review for acceptabtiity,to ENGINEER as; provided
below the schedules submitted in accordance with
Paragraph .` 6. 4[L,
t L_J isi nliGetirr•�tl_ltzytti(gmznts�
CONTRACTOR shall have an additional ten days to make
corrections and adjustments find to complete and resubmit
the. schedules. No progress payment shall be made to
COiv"I R \(_TOR until the schedules are submitted to and
acceptable w VOINF.ER as provided below- The
f"gre_s schedule will be, acceptable to.ENGINTER as
.providirtg an orderly progession of the Work to
completion within any specificd Milestones and the,
Contract Times, but suchacceptance will neither impose on
LNIGMEER responsibility for the sell iencivt�. scheduling
or progress. of the Work nor interfere w-ilh or relieve
CONTRACTOR frond CONTRAC Ws. full
responsibility therefor. CONTRAC TOWS schedule of
Shop Drawing and Sample submissionswill be acceptable
to: F.NGfN'EFR..as providing a workable arrangement feu
reviewing and .precessmg the required submittals
CONTR:\CTOR's schedule of values will be acceptable to
M40MEER as to f6fin and substance:
ARTICLE 3--CON" TRACT DOC(jSM-NTS: INTENT,
.'-AU—N-DING; REUSE.
Intent:
3.1, The Contract Documents compriw the .entire
agreement, between OWNM .and- CONTRACTOR
oencernirg the Work. The .Contract Decumcnts are.
complementary whal'iscalled"for by one is -as bindin" as if
called :for by ill. The Commix DoLumentswill be
construed in. accordance mth the law of, the place.or the
Project.
3.2 It is the intent of the• Contract :tocuments to
EJCDtC GEtiF7(,11: CONDITIO $1910-9 (IIi0 E66w)
W C11Y OF FORT COLLI NS MODII-ICATIONS (ILEy 4Cllrl(l)
aescnbe it functionally complete Project (es part thereof)
-to be constructed in accordance -with the Cixitract
Documents: A'ny Worlc:.niaterWs cr equipment that may
reasonably be infcned'' from, the Contract' Documents or
.from prevailing custom or track usage as.bemg required to.
product the " mterided resiilt }rill be furnished' ;and
performed whether or not specifically called for. When
words or phrases which have a•welfknow'n technical' or
construction irihistty or trade .meaning are, used to
dcscnbe Wurk;. materials or,equipment such W-otds. or
phrsscs..shiall' be mlerpreted, In accordance, with That
meaning. Cleric auons:md v terprehatiori of�the ContratC
Documents shall be issued by ENGINEER as provided in
paragraph y.4.
3.3. Refarei ce':m- S7tandards. and Specifccadonq of
7eehnica!' Societies: Reporting. and Resviving.
IXTc gwndec•'
3.31. " Reference to- standards, specifications:
manuals pr codes o f orrykchit cal:socie y. organizagon
are assocatiori or to, the Lawor, s , R.egulnticns:of'any
governmental -authority; whether such ,rctlervnec .be.
specific. or by implication, shall mean the latest
standard. specification. manual, code or Caws or
•Rcgulmiorisin cfTcettttthchmc ofopenmg ol'Bids (or,
on this EII'cctive-.Date of the Agreement ifthere -tvere
no Bids), except as may be. otkernviso specifically
stated to the Contract Documents:
3.3.2. It: during the. performance, or,the Work,
GONTRAC:I'OR discovers arty .conflict, error,
atubiguiq; or discrepancy witf In the Contract
Documents or between the'Conmet Documents and
any provision of any such 'Law or Regulation
applicable to•the,peifonnance of the .Work or.of any
such; standard,'specitic Lion, manual or code or of any
instruction of any'Suppl cr relerrcd to n paragrap}i 6 4
CONTRACTOR shall reportit. to• D GINT;CR in
writing at ono, and, -CONTRACTOR. shall not
proceed vvith the Work alFectahthc[ebq (mupt in an
emergency as:authorizedby pamgraph6:2.3) until an
amendment or supplement to the Contract Docunwrits
has been issued by:•one of the methods indicated in
pamguaph3.5 •or 3,G provided, however, that
CONTRACTOR shall. not be liable to OWNER or
L•'NGlN=.for failure to report any such conflict,
error. ambiguity or discrepancy unless
CONTRACT(A' knew or reasonably: shiould have
known thereof:
3.3.3. Except as otherwise specifically stated in the
Contract Documents or as may be provided by
amendment or supplement thereto issued by one of the
methods indicated 'in, pamp-dph 31 or 3.6, the
provisions of the. Comma Documents shall take
precedence: in resolving anyconllict, xrrar, ambiguity
orAiscrepancy between the pruvisiens of the Contract
Documents aril:
3 i;3.1. the provisions of any such -standard.
spocificauon_ manual;,codc'or instruction (whether
or net specifically incorporated by r" ierenc:c.in the
:Contract Domments); or -
I
SECTION 00500
AGREEMENT FORMS
00520 Agreement
00530 Notice to Proceed
3.3.3.1 the provisions of any Such laws ce.
Regulations applicable to''Alie performance of the
•Work (u less such :an interpretation of the
pro'rnstau ofthe Cormact Documents would result
in v ol'o6n ofsuah Law or Regulation).
No provision of:any such staiclard; spocificmion, manual;
•cotie'or,inst uaion shall be effective to change. the duties
and responsibilities. ot• OWNER, CONTRACCOR or
ENGNEER, or any of their .subcontractors, cons
:agents or employees Trpm those set forth in the Contract
Documents, nor shall it he effective to assign to OWNL FR.
ENICUNT.ER or any of E\'GNEER's Consultants, agents or
employees aiy:duty-or, authority to supervise or direct the
furnishing or. performance of die. Work or any duty or
.authority' to undertake responsibility inconsistent ;with the
provisions of paragraph•9 13 or any other.provision of the
Contract Documents..
3.4. Whenever in die Contract Documents the terms as
ordered"; as directed""as ruired, "as allowed 'as
.approved" or terms of like effect or import are uscd, or the
adjectives "reasariitble", 'suitable". "acceptable". "proper"
or "satisfactnry" or adjccuves of like effect or Import are
used to describe a requvrn eutt, direction. revicw or
judg mn nt of LNGII\EEft as to the Wort., it is.interaled that
.such requirement, direction: review, or judgment will be
solely -to evaluate, in general, the completed Work for
tum'Pliance with the requvanents of anal information: in the
Contract Documents and conformance with the design
concept of the completed Project as a functioning whole -rev
.shown or indicated in the Contract Documents (unless there
is a specific statenwnt.indicaiing otherwise). The rise of
'any such'term oradjective shall not be effective to assign to
LNGIVEERariyduty, or authority io:supervise ordirect the
tarnishing or performance of die Nark of way duty or
m .inority to undertake responsibility contrary to the
provisions of paragraph 9.13 or ar? other provision of the
Contract Documents_
Amen4ng anil Supplrnrenring.Contract Documents:
3.5: The Conrad Documents maybe, amended to
provide for additions, de-tetioris and rcvtsrons in theWork
or to mortify the<renns •and ,conditions thereof in ont5 or
mo is of the, follah arg ways:
3.5.1. af6rm0 VrittcrtAncndment:
3,:5.1 a Chm6c Order (pursuant to paragraph lQ4).
or
EKDCUEZEPULCOWMPIN6 i'll tl-ii.t i'J9li Etbliml
w CITY OF PORT COLLI Pis \(oU1GtCATfONS'tR6V •li^,t)hU1
3.5;3; 'a. •Work• Change Oirictiv�e (pursuant to
--
ptirt�maph I(lfl).:
.16• In edlliii6.m the reeluiremcnts of the Contract
Doctnnents may supplementecl;.and minor vuriations
and devistioci;in the'Work may he:audiodwd, ir1 pine dr
more ofthC: following ways:,
3,6,1. A Field Cycler (Pursuant to paiagraph 9.51
,
3;63: D4GN=111''s a4roi•al'1-1gf a $h P Drawing qr
§amp(e'(pursuant to -paragraphs 6.26 and 6 2'n.•or
3.63. EIGINEER's ;,vernier m[e[Pretalion, -or
,
clarification (pursuantto paragraph c) 4).
Reuse ojDocuments:
IT CONTRACTOR, and ,any Subcontractor or.
Supplier or other person or. organisation perfomiing. or
ftrmshmg:any of the Wort: tinder ,a -,Direct. or indirect
contract With OWNER (i) shell not Ituve or ncquire any
title, to or ownership rights in any of the Drawings;
.Specifi=tidns. or, other'. documents '(or copies of any
'
thcrcot) prepared by or bearing the seal of hFNGINF-FIZ or
FNIGfNF,FR's Consultant.. and (11)'shall not ruse' any_ol
such Dnwmas; Spaificatioas, ather•docueicnt_sor. copies
on encnsions of the Project or any other project without
written consent of OWNER and ENGNECR and specific
'
written vcrificttion or adaptation by F NICiNF F R.
ARTICLE4--AVAQ.ABiTaTY OF L: NDS;
SUBSURFACE AND P"YSICAI; .CONDITIONS;
'
RUMENCE POINTS
AvailabtliN &jLae¢si
a.l; OWNER shaTfuriish, is iiidicated in the Contract
cum _
Doents, the lands upon. which the "Work is'to, be
performed rights -of -way and easements for access '
thereto and such other lands which are deidgrimed fdr.the
use of CONTRACTOR Upotrreastviablea Fi errrequest;
ntt=o.,e,.ti r...-.:..e•nnnrrn kl- V_..,.�r�,"....._,...
c)W'�f'ER's-m[eresFFlierem-ns-rxeessary-forvhvur_ retire
of-oF-fi ling-a-inachente's-hat-agatlist-such-lairds-in
at6o i 1�6Pv:.r-FiflMl • ri:
OWNER shall identify any encumbrances or restrictions
not of veneml application but specifically related to use of '
lands so furnished with which CUNTRACTOR will have
to, comply in performing the. ,Work Cusiments• for
permanent structures or permanent change 'in _ existing
facilities will be obtained and; paid for by OWNM unless
otherwise provided in the -Contract Document-,. .If '
CON f[v.\C I.OR and OWNER are `nimble to :agree on
entitlement to yi the amount or "tent of any adjuspnents
in.the.Contract Pnce.or the Contract Times as a result of
any delay in (jWi FR's fumishing'f =land-, iightsiif
way cr cascments. CONTRACTOR [nay ,make. a claim
therefor as provided in Articles] I and I" '
I
I
I
I
I
I
i
[I
I
I
I
11
L
I
I
I
I
CONTRACTOR shall piovide for all aifditional lands and
access •thereto that may be required for temporary
eonszuctidn .facilities or storage" "of materials and
equipment.
4. SubsprfgceatidP*r ieulCoatHtirjns
4 2;1. Reports mid Drauings: Reference is made to
the-Siipplemcntary Conditions for identification oG
42LI, Sybswface Cytv6'dons Those reports of
explorations and tots of subsurtace conilitiuns at or
contiguous to the site thar have been'utilimd by
ENGNEER in preparing the Contract Documents;
and
4.2.1:2. Phvxieul Cond7tionr 'those dntwine}' of
physical conditions in or relating to ctisting surface
or subsurfacz•structures of or contiguous to thesite
(except Uritkrground Facilities) that have been.
.utilized by'ENGINEER
.n prcparing the Contract'
0ocumehis.
422. Lindred Relimice by CUArtM40MR AnWf on;eci.•
ncfinicai Data: l omi-PLACFOR may rely. upon the
general accuracy of the "technical data" contained in such -
reports and drawings, but such reports and drawings arenot
Contract: Documents- Such"technical. data' is identified in
the Supplementary.Conditions. Except for such reliance on
:such "technical data". CY)NTRAO,'TOR may not rely upon
or make anv claim against OWNER;,ENGINRER-or any of
ENGINFFR's Consultants with respect to:
42.11. the completeness of such reports and
drawings (or CONTI; \V:TOR's purposcs,
including, but not limited to, any aspects. of the
mcars; methods. tecliniqucs, sequences. and
procedures of construction to be employed by
CONTT2\C701Z and safety precautions and
programs incident thereto,. or
4.2:22. other data; interpreations, opinion
and uiformation.contained in such reports or shown
or indignedin such drawings, or
4.2-23.. any CONTRACTOR interpretation of
or donclusiorvrtrnwn Irma any "technical data or
.any such data., interpretations, opinions or
information
4.23_ Ngdce of Dr,'{[erv;g ,Subsurface or Phym6al
Conditions: If CONURACfOR believes that anv
subsurtace.cir physical condition at orcomiguous to the siie
that is uncovered or. revealed either..
4:23:1. is of such 'a mature as -to establish that
. imyI".t&hmcul. data" on %vhkh ;CONTRLU:TOR is
.entitled to rely as provided in paragraphs 4.2:1 and
4.2.2 is niatcrially'maccuralc, or
4:23.2. is of such a nature as,to reyuire•.a
-change in the Contract (documents, or
4.2,3;3. differs niatzrinll}'•froin;tliatsfiavn or
EJCUC GE`:F3t.11. CGNUIrioNs19,IINt (Ovii Edtlal)
ic/ MY OF FGR r COLLINS MODIFICATIONS IRliy 4POWf
indicated in the Contract Dcuments, or.
423A. is of an uhusual nature and'differs
materially. Fran conditions ordinarily encountered
and gencrallj recogniiad`es inherent in work of
the clyirecter provided for 'in the Contract
Documents: then
CO ITRACTOR shall, . preaiA, immediately after
bmartui ig aware therruf and before, further d_ isturbing
conditions affectted'thereby.or perfort utg any Nork;in
cunnecliun themvith (except in an emergency as
gd by pamgphiS'23), notify OWNER rind
rNEER. in writing about such* condition
CONTRACTOR shall not fiirther cli ur6 aich.conditiom
or perform any Work. in connection theretiith (zxccptas
iiforesaid) uritil receipt of written order to do so.
4 2.4.' ENGINEER'S Review. LNGIER will
promptly review the pertinent eonditior[ti determine, the
necessity ofOW',IER's obtaining additional explination.tn
tests with respect thereto and,advise•OWNER46 writing.
(with a. copy to COtJCRACTOR) of ENGNEER's
finding.%and conclusions
a1:2,5, .Possible Contract Dociw: nor •Chung¢: If
ENGINEER', concludes that a change in the Contract
Dwu views is required as a_result of a condition that meets
one ormord of the categories in paragraph 2.3. a Work
Change Directive or a Change Order will be issued as.
provided .in .Article IO to reflect and document the
consequences ofsuch change.
4,2.6. Posn¢4 Price midi Times A4rcrnrranrs:. 4ri
equitable, adjustment in the Contract Prim or in the
Contract Time& or both, ivill be allowed to the ektent nano
the e�iutcncc of such uncovered or revealed condition
causes nn increase or decrease in.CONTRACTOWs cost
ol', or time required ter performance oC the Work; subject,
however; to die following:
4.f6.1; such oundition must meet anyone or
more of the categories described in
parngrnphc 4;2,3,1 through 42.3.4, .tncIusivc','
d.2,6.2. it change ih the. Contract Documents
pursuant to parngraph 4.2.5 will not be an
automatic. authorization of nor a �conditicn
precedent to entitlement to any such adjustment;
4.2.6.3. with'respdu to Work that is paid for
on a Unit Prim Basis, any adjustment in Contract
Price willbe subject to 'the provision of
paragraphs ):11) and P1,9: and
4 2:6.4. CUNTR,kCTOR'shall not be entitled
to any adjustmmi,in the Contract Price or Times
if;'
4.16A:1. CONTRAC.TOR knew, of
.the existence •of'such conditions at the
time ,CUNTR'ACI'OR mad a Final
commitment to OWNER in respect of
Comment'tice and,Conamet Times fn•.the.
I
.submission of a bid or beo6mirtgbound
.under dhegntiafcd contract;�or
4.2.6.4:2. the w stence -of such
condition could' reasonably have been'
discoveredor revealed.as.aresult "of any
examination. -investigation, cglloralitm,
test'.or, study of the site. and comiguous
areas regaaed by the Bidding
Requirements ui Contract.D'otumtxttsto be
conclua6d by or for CONTRACTOR prior
to COYTRACTOR's making. such 'Facet
commitment; -or
4.2:6.4.3. CONTRACTOR tailed to
give dic written naticc iyithin the time and
as required by paraglWh 4.23.
If OIWER and CONrTRACI'OR are unable to agree an
,entitlement to or as to the amount or, length of any such
altiitable adjustment in the 'Contract -Price or Contract;
Times, n"claaat. may .be'made therefor ns.provided in
.Articles ;l'L and 12.'.Howeve, OWNER; ENG,I-NEER,and
FN(AMER`s Coawltahts shall not he liable to
CONTRACTOR for any claims. costs,. losses or damages
susmincd by CONTRACTOR tin orut connection with any
other project,tir anticipated project
a3. Physical Conr6lions-Underground FaciGries
4.j;.1. ,,Shown or bidreared:. The information and data
shown or indicated in lfie,Contract Documents with
aspect to existing Underground Facilities at or
contiguous. to the site is based, on information and data
fumishcd to OWN`M7 or ENGINEF,R.by the owners of
such Underground Facilities or by. others. Curless it is
othcrwis.: expressly' provided in the Supplemerikiry
Conditions:
431.1. OWNERand'E1,1GINEERshall not be
responsible for the accuracy or completeness ofany
such information or data; and
43,1.2. The cost of all of the following will tic
included in the Contract Priceand CONTRACTOR
shall have full responsibility for; (i)reviewing and
checkingall'such information and dam, (ii) locating
.all Underround Facilities shown or indicaatel 6 the
Contract'bocumenls,(iii) coordination of the Work,
-tvith the owners of such Underground Facilities
during cunstructior4 and (iv) the safety and
protection of all such Underground Facilities as
provided. in paragaph6.10 and repairing any
damage thereto resulting trotn the Work.
4.3.2. Nor Sho+in or 1n&cutvd. If an Underground
Facility is unto-yered or reveadeil'ator cunliguous to
the site which was not shown or indicated in the
Contract DoctimenLS, CONITRACTOR shall..promptly
immediaicly alit becominu. awvarc thereof.and bctvre
further disturbing conditions affected thereby or
pertomiing any Work in connccnon therewith (c*cftt
in an emergency as rcyuired by paragr-dpl 6:23).
islertuty tBe owner of such Undeiground,F'acility And
Ex0c aL4ER.V. CONDI-noNs 1910,4 t arty Gtutiui r
w/CTIY 01; FORT C.'OLUNS SIODIFICA'rtONS pRUV b^.tAl(J)
give written notice to that owner and'to OWNER 7ER and
'ENGINEER fNGWEER will promptly review the
Unit. ngound _Facility and determine the extent, if.
any, to which -a change'is required 'in the Contract
Documents to reflect anddocumem the ctirisequences
of thi eadstence of the Undeigrotiitd Facility; It'
'E•NGWEER•ouncludes that a dtange in the Contract
Documents is required, a Work Cha ge Directive or a
Change Order will be, issu td,w provided in Article 10
reflect cu to refland doment such consegUences. Dttriag
such time. CONTRACTOR shall be responsible for
the safety and ,protection of such Underground
Facility as provided. in plu6.2U:
CONTRACTOR shall may be allowed an increase in
the Contract Rice or.an extension of -the Contract
Times, or both,. to the cann that thcy:arc attributable
to the,existence of any Underground Facility that was
not shown or indicated in. the Contract Documcfas
dnd'that CONTRACTOR did not know of and could
not rcasottahly have, been expected to be: aware of or
tohaveanticipated IfO NERAndCONTRACTOR
are unoble:b agree an entitlement to or thgamuiunt or
length of any such ad1justmen'L in Contract Price. or
Tinges Contract , CQN'OCTOR may make n cl"aim
therefor as provided in Article.-. I I and 12. However:
OWNER; ENGINEER and ENGINF.F.R's
Consultants shall not lxs liable to CONTR_,\cTOR' For
any claims, cleats, losses" or damages incurred or
sustained by CONTRACTOR on or in connection
with any other project or anticipated projzct
Refertnice, Po.bta:
4,4, 01,1N1iR shall provid, cngincering surveys to
establish reference points for construction which in
Eiv'GLUE•ER's judgment are necessary to eiable
CONTR:ACf012 to pr6ceed with " the 'Work.
CONTRACTOR shall be responsible. for taydt out the
Worl.-shill protect and preserve thc-establ.Wied:reference
points and shall make no changes or relocations without
the prior writtm approval of OWNER "CONEit\CTOR
shall report to ENGINEER whenever any reference point
.is lost of destroyed or requires, relocation because of
nccm%iD-. changes at "grades or locations, and 'shall be
responsible for the accurate replacement or relocation of
such reference points. by ;professionally' qualified
personnel.
4.5.. Asbestos. PCBs, Petroleum. 11a.zardotes'Nude or
Rndinarxive.Jl6trriali
4.;.1. OWNER shall be responsible for any
Asbestos, PC13.c, Petroleum- Fhrtardous Waste or
Radioactive Material uncuv,ered or revealed at the site
which was not shown or indicated in Dr WMl;s1ar
Specifications or identified. -.in the Contract
Documents to be within Lite scope of "the Work and
which may presenra substantial danger to persons or
property exposed thereto in connection with the Work
ate e site. O\Wi E R shall not bt responsible ftirtmy
such materials brought to the site by
CONTRACTOR. ,SLibcnitractors. Suppliersor
anyunc clse for whom ,CONTRACf.0R :is
responsible.
I
I
1
I
u
I
I
J
1
I
rJ-i3-50?I-TI�r�6TOR s}�{I�imttiadistaly-{E) stop�ttll
' nd
tRR FlAgee
60'FFRAGT0Rsdoe%i t•w3re errcsuina-atzhweak
--d�. taw-'
rioc .:.t
..^q^.:e f-as`' _ t. v..v—Aom-Torn--u"r;..l .I ,r-Safh--Spr101at
aivrrtteg{r�criar,
noE-iflt T
Ffa;�rdwis- lVastr-eF,Rtidieueiiva-�faMFitrl-ian;et'eFefi
si:-raieeledt�dc -�-.iic _ .
KkVC CiE: N''MU. COS D1 T1 .M 1919-8 I [19t1 Ec iUm�
hr CITY OF.FoltT COLLINS MOD UWA'r10N5(ICR' L: a9lq
ARTICLE 5=001NM MNO hNSURANCE'
Perforniance. Payment and Other. Hands.
•5.1. CONTRACTOR.shall'furriish Perlbu iance and
'.Payment Bonds,, each in an amount at -least equal to. the
Contract Price as security cr the faithful performance and
payment of--alECONTRACTOR's obligations under'thc.
Contrat:L D iutmcrts_ These Bonds shall remain in effect
at bast unti! one year alter thedate�when �firial payment
becomes dice, except as pnwlded otherwise by Laws�or
Regulations of by the Contract IJoc:uments_
CONTRACTOR shall also famish such other Bonds as
arcregitirecLb!the'SupplcnietitaryConditions; All'bonrfs
shall be in,the form prescribed by the Contract Documents
except as provided otherwise by, Laws or Regulations and
shall be executodl by such sureties us'arc, named in the
current list of "Companica. •Balding, Certificates of
Authorily'as A cePtal le Sureties on Federul Bonds and as
Accefttable. Reinsitririg Comp"a i e as published in
Cirmilar570 (timetided) by, the Audit Staff, Burcau,of
Government Financial Operations, Us.. Treasury
'Department, All Bonds sinned Lhy an agent must'be
aucotn pahied by 'r certi Fled; copy. of 6-uch'agent's authority
to act.
52 if the surety on any , Bond. &irntshe d by
C(WrRAC.TOR is .declared a. hankrupt or becomes
-insolvent or .its right to do husiness.is termmated.in any
state inhere am• pat of the Project is locatcd'or..it ceases to
snee4 tfic rcgttircments•of,paragraph 5.1, CONTRACTOR
shad rsith n tit days d renter substitute another Bond
and surety, both ofwhich must be acceptable to QW\tF.R -
53. Licensed Sureria.and insurers; Certificates of
Insurance_•
5.3:L A] Bonds and insurance required by the
Contract Docuttients to be purchasetf arni mafntatiled
by OIVNL'R .on CONTR4CTOR•.shall he obtained
from surety or insurance compaties.that are duly
licensed or. authorind in the jurisdiction in.which the'
Project is located to issue Bonds or insurance policies
for the'limits and cmentges su.requircd 'Sueh'surefy
and insurance companies shall. also _meet such
additional requirementsand qualifications as may be
provided in the Supplementan• Conolitiihts:
5.3.2. CONTRACTOR shall deliver to OWNER;
with copies to each additional'insured identified in the
Supplementary Condilians;.ceniticates of insurance
(and uthd evidence of inwistnce requested by
OWNER or tiny other additional insured) .which
CON 'T RACTOR is requved to purchase and maintain
in aeccirdanw with txrmegaph 5:4. OIV: %R--shall
1
COeATRACTOWs Liability Insurance.
5.4. -CONTRACTOR-shall purchase and maintain such
liability and other insurance as is appropriate for -the Work
being performed and fiunished and as will provide
protection fromclaims set"forth below which may arise out
of or result from .CONTR CTOR's, performance and
furnishing of the Work and CON?fRACTOR'sr other
obligations under the Contraci Dot•tmmems. whether it is to
be performed. or furfiishcd by CONTRACTOR arij
Sube xlirador ,or, Suppl LT. or byy anyone ,d eerily or
indirectly employed.by'any of.them-.to,perform.or'.fiinijsihi
.
any: of Lhc,Woik. or by'anyone for%ihose acts, any of them,
maybe liable-
5A.1: •claims.under workers' compensation, disability
benefits and othcr_similar emoovee benefit acts;
5.4:3. claims for damaec•because of hodily"•injury,.
occupational si&raiss or disease. .tit death 'of,
CONTRAC'I'OR's employees:
5.4.3. claims for damages becausa of bodily injury•,
sickraccs or disease, or•dcath of any person other than
CONTR,ACTOR's cm ployees;
�i.>3-•ela'vtts-teF-deinagas--• itntuatl-bv--eusionl any
indir2rzly-releied-tothe-e
atlter-r "
5:45: claims Fax damagcs.other than to the Nark
itself; because of injury to or destruction of tangible
property wheiever located, including loss .or use
resulting therefrom; and
5,4.6. claims f6rdianagesbec.ause,ofli bodily irijury• or.
death of any person or property ilami-ge artsrng out of
the ownership. maintenance "or use of .uny motor
vehicle.
The pokies of insurance so required by this paragraph 5.4
ld be purchased and maintained shall:
5AT with respect to insurance. required by
parasaphs 5.43 through 5.4.6 inclusive and' 5.4_9'
-include as additional -insureds (subject "io anv-
customary exclusion. in respect 'of professional
liability). OWNER: ENGLYEER ENGLYEER's
Consultants and any othcnper. or entities identified.
in the Supplementary Conditions. -all of whom shall be
listed as udditmn l insureds. and include covemge for
the respective officers :and employees of all' such
ailditiom I,vaaureds.;
5 4.8: include the specific cuveragcs and be written
for not less than the limits of liability prbvided in tfie,
;Siipplertrenlary Conditions or reyu'oed by Laws or
Rep tions, whichever isgreatter.
4-9, includeconipl,tedoperadoats.insurance;
tJC DC UL,'MAL C 0ND1IT01%'' 19 t US f v!sv wtiml.
W16 rYOF PORTCULLINS\IODIIICATIONSrREV•IC01101
5.440. include contractual liability' insunmce
covering CONfRACTOR's indemnity obligations
Ci der,paragtaphs 6,1 Z, 6.16 and 6.31 through 633;
5,4,1 t: contain a. provision or endorsement that the
.coveraee afforded will not be cancelled, materially
changed orrenewal refused until of laastthjrtydays
pnorwraten notice has been giyen to OWNER and
CONTRACTOR end to each otheradditi6tml irstaed
jt mified in the'Supplemeniary Conditions. to whom
a ,refit( rate of insurance has been isared (ar d' tkg
certificates of insurance FirmisW' by. the
CONTRi�aM pursuant to paagraph5.3.3 will.so
prrnridz)
5.4.12: remain in effect.at teast'.umil final payment
and atall.timcs thereafter when CON�TRA&C)R.mayy
be cojrect ng remov ng or replacing• defective Work
in accordance with pm
an and
5:4,13; With respect to. completedoperations
insurance,. and arty .insurance covcragc. written on'"a
claims -made Lasiq remain in effe:r for.at least two
.Years, atter final payment (and CONTRACTOR shall
'fUmLsh MNER and each other. additional iivaircd
:identified in the-Suppl6nenta y Conditions to whom
a certificate -of has been issued evidence
satislactory to OW14ER and any such :additional
insured of continwltion of such insuran_e at final
pnymentand one year therenfter).
.OR-XER'S Liability Insaranec.
5-5. fn addition to insurance required to he provided
by CONTRACTOR under pamgmph,5.4„ OWNER, fit
OWNER's otiti6k may purchase and maintain at
OW\1L•R's.crperse OWNER'.; own_liability. insurance as
will protect OWNER' ugainst clans which may arise -from
opcmtiona'under the Contract Mcuments,
Proper), Insurance:
G--I;Jnl.xa=efhacwise-tmnvided-in-tha-Siappkm<nmry
5onditions-0 �V�IGR-skrall=purstmse-sari-ma intern
property iitivenitn:e S�wk-alNk at
•of-tha-full-replaeejnutt-et�st-thereilfe (su6jaet-to-such
daduc[i W e--amounts-tas-may-t»-lao�iclei4-in-Um
:Suppienrentary-Eondititins-or-rzgtaired-65'-6ntvt-iurel
R emulations):-This-isurertca:skall:
5:6-1—ineluda--the--interests—ol—OWNER:
Cf-)?�'-FZi\�F912G Srtbcantrasters.--�YE',P1TII�
G?iFsE+TEl i:-6::muliants-sad=airy-otlteFpnSOMS-tar
entities-itlemified, iix-tkc-Suppfemen! iffy-C_onditwr�
.each, 06 whvm-is-deertaed-to-have arrirstn'eble-jntere:;t
arntlshu Il lie•hsted asam-ersuradaFadditional-irtsurech
56.—be-wrttktr nn-4e-6ui k1eEs-Risk=sl l-ti3k-ur
epen pzFil itt spabigF au
sl all- at cwsHt+skilo Ica fi�vhvsieal les4 'OF
L4'e
�.
artil -r `
thd"--F9lt0lVjflg-f)e..1':.,o„�W-.htriaL . :-`"E2nded
I
I
I
I
I
LJ
11
it
,-ov�e-thal�vntidalisin-oral-irealicica�c-••miS.�tiie€-�.
r ' f 1� - I {.. rim C..:. I .......,e..... rr.....l. r.......
(f-3-1rICit2tlC—t"..(pe}Cw% tm'4RCd Ut"•thL�(epHiF�OT,
rap(euametitof-ary-uuttiadpraperty: f iitc{uJtt>e-lwE riot
erehiteeb)..
t�-eEetiatlt�r-lo2ati�irrt}we-wa4 agreed -to- iti-ivricing-hy
6-_5 Cat( uih!aineii-6 elre6i—F$itkl-tiliRi-pflj`iitenA 4$-
ms
n�tr�*c�n„',-,�i_�nirrn ��rno•::�ll-ei�+e�mtero� ..•i:l:
}-em-
Rd-1 wham Ft
LSALL`i�
5:9. OWNER shall not be regonsble for purchasing
and mainlauting arri property insumpee to protect the
interests of CONTRACTOR- Subcontractors or others m
�-Ell-1k-E��PS"FRAE-£(Ki recjuesis in wrttu� thaEokkce
Sputa(-=tr+sitntnea�h2-i ' tfltit+rkmae
p��h.-te�ca�-Fige4'.t±fl:kF-pure�agh .sue-.rP:�--}-�t'.^�n
skmN;-e�-�3svi✓=+Ir,-+rlelucle-sash-;+nsan..Fr-ii:�-- ;��.�.
C-gatt„>�E1ra .�.-'ct�tiu�vi--•taraa�iartt=grief-tN
eicuc <;evtsc u: co;aoi ni»ti i v i Irx 1190 Edam
lu wi 01YOF FOILT COLU NSIoDlj;jCm10,4StREVQiaalq
ei�nuuensatnenE.i�tha-t\toc(�nt-tlw-site-4)lxF�{L+li-shell-in
•ssitatgq .� . : ` r-�rret :,t�ekekkieF
insntanso-k .
aeaiiist—•-60�I_TdL.\�TO[2—�ubeFtttraet�ts�
EP?G ne}--the
olLcrre-cliriutocs. imployies-nrtd=agents-aFong-o€
then(, Eat
oF-usr-.w-other-cansi�uerrEixl-lgss-axttnrling,
6eyonil-direst-(ihysical-lass=er-domege-ta
p!�-aetiead--hy;
aristn& auEa€or res ilt ngoiti Grd or-dtl itarih
whethaF Or-mt4nsurod-�O W NRR--and
:\s1}"-'tflSHfAntia-¢Bh4l-ataeft� • ,•••_m>.�'
. ttRYles�ie[oHg�OF-ectisagUenttei-lii'ss-re 12txd-ka+»�HiS
�rrnph-t-F1-=?+�kntl}:�REE�ittpFertsiere-[af17e-eR'eeEEhel
srtha-avmF-a�ptt}m. '
e6ri><> uOAt+nl-llr - the in
11
I
0P. 6,Con—M_1&HAtS fla[Wha --meEs;
Receipt and Appliettfim djpndumnre Piwceedr
5 ' ' 12 , . .any. insured Joss under.the- policies of . insurance
required by pantgraphs 5.6 and 5.7 wAL be adjusted with
OWNI'M and made payable to OWNLM aifiduciiiry-11,or the
insuiedi as. their miterx'sts a-ity, appeal, •,Aja&. - io, the
�!tqutrqrpqnts.of. any applicable mortgage clause and of,
paragraph 3:11' 'shaff 1posit in a separate
account any money soreceived, and shall distribute it in
accordance wiih such agreement as the parties in: iracrest
may rZach, If.nd other sipe'cinl agreement is reached the
damagcd Worishall be repainid or rolaced, the mcincynso
received applied on account thereof and' the Workand'the
cost thereof covered by, an a0prripriatc Change. Order or
Written Amendment.
.5.13: OWNER as fiduciary shaLl,have-po%ver to adjust'
and 'settle �%vith the insure"ns tird' 8n - of, the
. ass c
parties in interest shall objeci in wnitirig.w'ithin fifteendaysafter the occuurrm6e: of loss to OWNIEPs exercise of this
*YLT. If Such o6jcction be made; OWNFR as fiduciary
shall make settlement with the insurers in accordance with
such agreem crit as the parties in irridest may reach. If no
Such agreement among the parties in interest is reached,
OWTN as fiduciary'shall adjust and -settle the loss with
the insurers err 4 ;r r—.;—d
inteRsh OVIVER m h iniaw ;Imt mv
Aceeptimce of Bonds and InmMice, Opdonto Replace:
GG� FTRAGTGR�
OWiNFKtnas any ubjccfion to the coverage afforded by or
other pro isio6s of the Bon(60E MiAllan-CC req uired to be
purchttsed and, maintained by the 604 ptertr
CONTRACTOR in accordance with Article 5 on the basis
,of non-corif6rmance with the Contract Docum' chits, the
rtpti �� tf}.�Oy�i'R;aQQltt inventing within trn- teen days
requested] vq_QM N, i e&,:� paragraph I I-
VR� as requ
()"Ni;R 9nd G(P�RAGTGR w
Partial Utilizaaioiiw-Property insurance:
5A,5: lf-OWNER-Einds it necessary to occuoy-or-use-a
pom . on or .Nrions of the Work- prior 'to Substantial
lei IYcifw FORT COLLINS MODIFICATIO . NIS(RhA',IrU(10)
Completion of all,the Worksuch use or, oow ' may
be accoinplished:,iii accordance xvith , �P,�Pey
pairtgriaph 14 16"
w orovided that no such ujr occucancv shall, cortimence
chiinges in coverage riccessitate . d th_efeby,
providing the property insurance shall'
endorsement on the policy -or poUclea; but
insurance shall not be cancelled or PC'=- ittei
accuunt of any such partial usieu_r occii pancy
Ai2Tici.*F,,&-:c:6,4-rRi%efOg',%
RESPONSIBMIXI ES:
-Suponi.ion,aiidSupefiittmdin4e.-
6, 1'. comiz.4urm shall supervise. iinspect and.
direct �the _ Work carripetcritly and cffiacrdly�. devoting
such attention' thereto -a nd'' apply'ing _.'such skills and
expert se - as may be necessary to I PJtbrrn -the Work in
accor&fice with the , Contract Drictmidras,
doqi*kx-,TOR,shall be solely responsible for the nicans,
;methodk qcchtiiques, sequcnees -and- procedures of
constib6tior'L b,ut:ONTR.4L_K)R shall not be-r'espomilite
kr the negligence.of.oLhus; in the design or specification
-of a sredifie means. method, rcchxiique, sequence or
procedure of construction which L3,shm , m or indicated in
and expressly required by the Contract Documents
CONTRACTOR , shall "be responsible to..sec that the
completed ompleted Work complies accurately with the Contract
Documents.
6.2- CONTRACTOR sliall keep on the Work at all
times during its anilkicrit resident
C. - sup,xinterident,,who shall not be repliced,w1thout written
n6tice to OWMM and af(311\11 L 6wept under
extraordinary circumstances, The superimerident will be
CONTRACTOR's rep=-mtiire,at the site and sKill Have
authority to act onha If, or CONTRAC170R. ..All
communications to the superintendag shall be as binding
,as irgiven t6 COS (TRACTOR
Haterhils and Equipment.
63. CONTR_ACTOR shall provide competent,
suitably qualifiW personnel to -survey, lay out and
construct the Work is required by tlx- CciItFact
Documents. CONTRACTOR shall at all times maintain
good
1 di I scro line and order at the siC-. Except as other%visc
required r the ,safety or protection of persom or the
Work or property at the site --or adjacent thereto.. and
except its otherwise indicated in the Contract Documents,
all Work at the site shall'be perfumed during regular
working hours and COKTRACTOR will not. permit
overtime work or the performance of WcrrL on Saturday,.
Sunday or any legal holiday without OWNERS written
consent given alter prior w6un notice to EN -GE =-R
I
I
I
I
I
I
I
I
I
11
I
I
I
I
I
I
I
I
I
I
6.4, Unim otherwise specified iti, .the General
Requirements, CONTRACTOR shalt famish and nsstmc
full respomibility for all materials, equipment labor,
Irar>sportation, &nstruction equipmem and .machinery.
tools; appliances, fuel, power, light, heat. telephone, water:
sanitary facilities. temporary facilities and all, Ether
facilities :and ir-identals necessary for the •fumishint
petforimince, iening, start-up and cbmpletton of the WbrL
64.l Purchasing Rcsuictictim CONTRACCTOR
must comply with the City's purchasim Iestrictiorta A
copy. of the resolutions; are available fur review m'the
. offices of. the- Purchasing and.'Risk tvlanagement
Division or the City EFVT's ' ..
6.d:2. �Ccmcnt Rcsoictiohc. •City of Fort Collins.
Resolution 91,I21 requires that sutmliers.and producers
of cement or products containing cementto certify. that
the.cement,was not made, in cement lalns that/ burn
hazardous wa4e,as Stud.
6.5, All .materials. ;end; equipirterit• shall be at` good,
quality and new, e:ccept as bdienvnsc- provided in the
Contract Documents. vlt ivansnues and guarantees
specifically called for by the Specificanons shall expicssly
run.tothe benefit -of OWNER lfrcquircdbi Fl,1GFNrF.ER,
cmrY k:acroR shall furnish satisfactory evidence
(including reports of •rcqulred tests) as, to the i,lnd and
'
quality of inateriats and equipment Ut materials and.
equlpml.`ntshall b,,appli4 �iiistaltecL cOnflLctcd erecieci„
"
-ne.d cleaned. and •conditioried •in accordance with
mstructitins af.the applicihlc Supplier, except as otherwise
provided in the Contract Documents
Prba r Scherht(r,•
6.6, CONTRaCfOR shall adhere to the progress,
schedule estabUshed in accordance with paragraph 2.9 as it,
may -,lie. adjusted from fine to time as provit edbelow;
6.61. CONTRACTOR shall submit to ENGUEEW
for acceptance (to .the extent indicated in
paragraph 19y proposed adjustments iui the progress
schedule that ivlll not change the Contract. Times (or
I�Glestones) Such adjustmumswilt conform generally
to-thi progress ichedule thin in effect and ackliuonally
will comply with arty provisions. of the. General
Requirements applicableAhepeto.
•66:2. aJjustmenis. N the progress schedule
_Proposed
that will change the Contract Times (or 141cstghes)
shall be submitted in accordance with the requirements
of paragraph 12.1_ Such adjustments may only be
maple by a Change Order ur Written -Amendment in
accordance with Article 12.
0. 'Subs1itatts an&-or-Equat " Items;
6.1., Whenever an item of material or. tNulpment is
1
specified or described.'in the Contmcoc t Duments by
usmglhe mineIof a prpprictary noise or the name of.4
particular Supplier. the,specificaiion ur dcscriptiom is
intended to, establish the type, furiction 'and quality
.required lJnless..the specification or description..
ERMC Ut-` MU-CONDI TtO-V'I919-3 iI9B) e(5tim)
I_ w 01YOF FOlUr COLLIN MODnQC4TION5 girv.1rurXI)
I
comains or•is followed by woriis'rmding that no life.
equivalent or tr xptal item or. no substiturion is
permitted, other items of mater'ral•or equipment or
material dr equipment of olhenSupphersmay.be
accepted by ENGDM'ER under the TollOWIM
circumstances:.
)rEqual". if atfileTGI_N66R's:safe,
an item of material or equipment
not chernge.in ielatca Work will be required, it may
be considered'by ENGINFER' as on, "or -equal
itcm,,-in which case review•and.approval ofthe
proposeditem may; in ENGINEER's sole
'discretion, be accomplished without compliance
with same or all of the reotui emeras fpr
63.1.2. Stibstitute !tams If in EINGINEER's;sole
.discretion an item of maierial, or .equipment
proposed by CONTRACTOR dues not qualify as
'nit'&r equal" item under subparagrnph;ti.7.1 1, it
will be considered a proposed substitute hem.
CONTRAC FOR shall submit sufficient
information ns provided hctow io allow
F'NGNFF.Rto'dctermine that the item of material:
or cquipmcrit propoSCd isto
that named' -and an accepmhle'substhte therefor.
The procedure for review by the ENGMtER will
include the rallowing as.�supplcmented in .the
General Requirements,and its.ENGINBEP, may
decide is appropriate under ttic circumstances:
Requcsts:(or. review of proposed substitute itmts
of material or equipment will not be scceptod by
FRiCTI.7F.F.R fromanyoneother than
CONTRACTOR If CONTRAC€OR wishes to
filrniah or :use a substitute item. of material or
egApment .CONTRACTOR shall first make
written npplriatiim to ENGENEER fur acceptance
thereof, certifying that the proposed substitute still
perform adequately the functions arni achid-Ve the
results called for by the gerteml'desigi, be similar
in substance to that specified and be suited to the.
same use asthat specified The application will
state the agent, if nny to which the evaluation
arnd'acceptance of .the. proposed substitute -will
prejudice" CONTRACTOR's achievement of
Substantial Completion on time; whether or not
acccptance of the substitute for use in the \Vork
will require it change ul any of the Contract
Documens (or in the provisions Qf nny other
direct contract with OWNER Car work an it=
Project) to adapt the design [u the proposed
substifuteand*whetheror not incorporation or use
of the substitute in connection with the Work is
subject to payment: of any license fee or. royalty.
rW variations of the proposed,substitulc barn that
specified will be identified in the application -and
Oadable mainte unci repair and replaemiernt
service will be indicated The application will,
also contain an,.itemized estimate of all 'casts or
crcdiu'that.will' .result. dircctlyorindirectly lrom.
acceplancr of -such substitute. including casts of
rode* and claims of other contractors affected
I
I
I
by the resulting change, all of which will be.CONTRACTOR
shall perform fiat' less than, 20.
considered by LNGM—Min �cvnlumnng. the
percent of-.Ahe'Work with Ito' owTL forces (that is.
proposed subititute- ENGIN-EEF, may rcqyir5
twithoutsubconthictiniz). The 20Nrcent'reguirement
CONTRACTOR -to-fu�iii;h additional data about
'shall be undamoo&tu refer to the Work the value of
the props substitute.'
which totalsnotless; than 20-ocrcenvofthereonmtbj"
price:
6.7.1.3..0O3V7R4CTOR'sExpen.ye:- ALL data Lci,bc,
,provided by CONTRACTOR in support bf,any
&S.I. L-thb-Supplamantary=Gonditias,.0iddne
proposed vorKqual' or substitute item -wHI be at
D.Rculfimts require the identity. 'of certain
CONTRACrORV cxpetuic.
Subcontractom _S Suppliers or othcr Persons or
or . gam . zations,(ircl=p Lhbse-who Ait to' furnish the
63:2. Substitute Constniction xle&uds ar
. -
Principal ULPMCft) to be
PrDcMurev I f a"specific xnears, meth&L techfiique,
suhmitLed to -OWNER in-fldvanee-of-.tha-speeified
scquuicc or procedure of construction is shown or
dale pri to the Effectiye, Date of thc'Agrdcmenit for.
indtnied in -arid expressly' required by the I Contract
acceptance hy,"OWNPR . and ENGINMR---an"
PA(--rof?- may famish or utilize P
Docuim'cnti. CONTRACTOR,
substitute means,method. technique: sequence or
procccktviof construction acceptable to ENGINEER:
OWNER's or ENGINEERS ac cc; (either in
CO.W-F-kCTOR shall submit sufficitattinformation to
writing or by. lading to make written �cction thereto
allow'hNIGI'Jlibk in HNGINVI-iWi sole discretion to,
by the dad,indicated for acceptance or'objection 'in
determine proposal II to
.the bidding documents or the Contract Documents) of
than e:giressly called for by the Cofitffi&t Occurnents.
any such 111-1ecta SuRoes mr.
The procedure for r&i,4 by. ENCHNEER will be
'similar
revak2d aft the
�h 149; =
to that*' provided �ubparaqrzph&7_1�
provi in
1, 1, 11 PI_ . .
H ei
ine ivhiah. an
6.7:3. Engineepjs Evatuadon: RNTCUNMER, will b
ew� g4hatig
--nmet- PFiee W4_be
allowed areasonable time vithin which to evaluate
he ff.-FEn 'I n tW'mPst WSW"
each proVoSal or submittal, made pursuant to
stich�ubsrilmtion-and-nail-nit'ate
ropri --.Ghrmg&-,,)rder
*agraphsM.I.Itindti,7:2. 24GINEERMH be the
will be issued 6r'Aldttke 1 1. dtlle"E S!gne:'" Will
sole judge, of iccpqhilhv. No 'or -equal.' or
constitute,q condition of the :'�.:ozirrac I r reuturum the
substifti re will be xclered, installed or utilized without
use of the,.named.stihorntrzictors, suppliers or.othe
F,XGrNFFl<s prior whiten iccefiltaficc: which will be,
persons or rk- unla& prior
li�. 16 r 1 the �Wo
evidenced by either a Clainga Order or an approved
wrincn,-i Ib I rej- from -OWNER artd
o
Shop Drswing. OWNSR, may require
FING WEM No acceptance by OWNER or
CONTRACTOR to furnish' at. CONTRACTOR's
ENGINEER of any, such ";ulx-o'n"tmc't(w.,Supplier or
expense a speeial performance: guarantee- or other
other person or organization shall constitute it waiver
surety. with =*t to say 'Qrcqual7 ar substitute.
of any not of OWNER ar .ENGINEER. to reject
RiGI]NUR will record .. time required by
defective Work:
D;GMER and ENLGL\TEMZ!s- Cofisillitants, in
,Lwaluating substitutes proposed or'submitted by
6.9.
QONTRACTOR purstiant to paragriphs, 6,7, t,2 and
6.7 ' 7 and in making changes in Lhe Contract
6.9A. COi4TRACrORshall beruUyNspomiblctQ
Docturents-Cor `ui the provisions of any other duect
-OWINICR and 24GUNEER-for A am and onit'v_'Juns
contract.. %.vith MVNFR for work on the Project)
of die Suhcontracior-,.-Stippliers mid other persons
I I -
ocaisioned thereby, Whether or not LNIGME-R
arid orgarui-m- tio'ms' perfort; i big,or furnishing any or the
accepts asubstitute item m proposed,or submitted'by
Work under :i. direct or indirect contract witli
CONTRACTOR CONTRACTOR shall reimburs,
CONTRACTOR just as, CONIR-NCTOR is
OWNER. for the charges. 6( ENGENFER and
responsible for CONTRACTOWs own acts and
ENGIIN M-'s. Co=ltams Cur evaluaft, each such
-
missions. Nothing in the Contract Documents shall
proposedstibstitute item;
create For the benefit of any such Subcontracto-r;
Suppher or other pdwn, or on pri.intion any
49. Cancerning, Subcontractors. Suppliers and
contractual relationship between OWNER or
Others:
LNG DMER and any such,Subcomractor, Supplia or
other person or orgunizatiom. nor shall it create any.
1- 6-8-CONTRACTOR -shall not employ :my
n,
oblipLioon the FXJrto�%,,NE ofr L Ror PNGN -ER to
er "Subcontrzctcr:Supplior. othcr,person or organization
pay . or to see to the payment of any moneys due any
(Including thok acce?UibI4 to OWNER and
such Subcontractor, ,Supplier or tither person. or
R;GLNU-R.a3 i6dicatiSd-iworagraph 6.8;2), whether
orattrazation me'pt as may otherwise be reqtlired by
initially orasa sub-.4ifutc. against whom OWNER -or
IERorEMQMNIMRiiiav
DiGE= •ma}, have rtaiwnable ubjeicticr,
fiurhato.any. su,-6n other:persun
' ONMACTOR."U not be required to employ any,
or organization . evidence of: amounts paid to
SubciontracEar. Sufpiicr or. , ,Ilcrrr,on r. pni7.166h
CON'TRACTOK, in accordance with
to furnish cir.perlorm any of'ti Work
,k�a;ulst whom.
CONTRACTOWS !.AtipLictitiord. for Paymmt"
CONTRACTOR hili, niniamble 6hjc&icn'.
13.
"I CITY OF FORT COLLINS MODIFICAMN3 (RhV4PU00)
I
I
t
F1
69' CONTRACTOR shall be solely respoiuiittc.
for scheduling and. ceordiiratuhg the- Work of
Subcontractors, Suppliers •arid other persons- and
organiratiorts'.-performing or furnishing zany of the
Work under a .direct .or indirect cataract with
CONTRA(rOR CONTRACTOR shall recline' all
Subcontractors. Suppliers and such other, persons and
orgatizihons, performing or hrmshing.any •of,thc
Worts to comtnuntcatc with_the ENG�EER threigh
CONRACTOR
610, The divisions and secticini of the Speaificatiuns anil
the identifications of any l)rawi g4 stroll- na control
'
CONTRACTOR .E dividing the Wort among
Subcontractors or Suppliers or delineating the-Work.to'be
.performed by any specific aadc,
6:1I. All Work performed For (ONTRaCfOR hya
Subcontractor or. Supplier will be pursuant to an'
appropriate agrecmenCherwcen CONTRACTOR and the'
Su Supplier iGcally bids
radar or which spe the
Subcomracteror Sirppller'to .the applicahle'terms. and
conditions of die ContractDocuments for the lxnefit of
OWNERacid&'`lCihslEFR i'rt.,.,,e,rt" "-, hiigwmena,
-is-with-x-Sabe'aratmetoF-eF-Sttp(jtia-- .T,fi�t,A .-.-,..,
I aresutrnurorvr-resnnrg�uarmany�crrvic prs
the--W ark—FC-the-irstuaes-on-ariy"s% ch cpt
Patent Feesiuid Royalties:
6.13: CONTIRACTOR shall pay -all license fees and
royalties and assume all costs accident lo, the use in the
pertormartce of the Work or the incorporation in the Work
of an} mvcntion, designi proems, product or device: which
is Vii subject of patent rights or copyrights held by others.
If a particular invention, design, process. product or device
is specified in the ,Contract Documents for use in the
performance of thz Work+ and if to the actual knowledge of
0WNL•R or 6NG1Al its use issubjectto patent rights
t
or copyrights calling. for the pavment of any license fee or
royalty to others the existence of such rights shall be
diselused by OWNER in the Contact Documents. To the
fullest exieni permitted by Laws and Regulations.
CONTRACTOR shall indemnify and hold harmless
1
OWNETC LNGWEER's Consultants and the
office directors, employees agents and other"cumultanu
of each and anyof them Gom and against all claims,. cots.
losses and damages arising out of or resulti g from any
adnngemunl,of patent rights or copynghas incident to the
use m-the perftrmance of the Wort, or resulting from the
mcorporatiim in .the Work of "any invention, .design.
process,, product, or device not spcciticd in the Contract
Documents.
EXL)C OENF:R.LLXOND1 TI OM I9Ia-t (19w Eddcrt)
14 uv 01YOF FORT COLLI NSNIODIMCAPONS(REV-IraiNp
I
Per"Urs:
Wise provided in the Supplementary
RACTOR sfiatl o6raiii and pay for all
s arid -licenses. OWNER shall assist
when necessary; in .obtsilihm: such
rs. CONTRACTOR shill pay. all'
governmental charges and •iihspectiom fees necessary;lbr
the prosecution of the Work,,which are, applicable -al -the
time of operif B irg oids re oi, if the•urc no Bids .on the
'McaVe Date of the. Agreemeit. CONTRACTOR shall
pay.all .charges of utility owncrs,lor connections to the
Work, ond.OWNER:shiall pay, all ,chsrges of_such utility
6wncrs for cilpilal costs related thereto such, as plant
investment fees
i 6.1J,. Lawxand Regrilatigns:
f I iJ. 'C011lTRAM'OR shall give all nctices. and
comply with all Caws and,Reauhitions ajiplicahlc in
furnishing and performance of the .Work Except
hvhera othectvise eiipressly required b} applicable
Laws " and Regulation. neither -OWNNER :nor
hNURIEBR' shall' be responsible, for monitoring
t0N kAC,I'OR's compliance with any Laws'or
,Regulations.
6.141 if CONTRACTOR performs any Work
knoWing or having reason to know that it is contrary
to I,atvs or 2egulatiorrs CON'fRAC:'I'OR shall Bear
all iilafms, costs• losses and damages .caused hy,
arising out of or resulting. thcrcf om*,'hotvevcr, it shall
not be CONM\CTORs *nary responsbtllty to
make certain that thc'Specilications:and Dratiiings arc
'in aanrdanoc with'taws and Regulations; but this
shall' licit relieve CONTRACTOR of
CONTRA\ :l'OR's ohliy^ttinres under paragraph 3:3.2.
Tares
6.15. CO,1TRe\CTOR sktll pity all sales, consumer.
use and other similar tares required to be paid by
CCNTRAC:LOR in accordance with 'the Laws and
Regulations of the place of 'the Project 'w•hiichti ire
applicable durirca the performance of the Wort:_
6.15.1.. OWNER is exenim fibin Colorado State and
'load sales and use Lwces on materials- to be
6emtanentl iia.orporatei!'in[o tice protect Saul [axes
.shall not be includedin the Contract Price.
CONTRACTOR must amity for. sand receive. a
Certificate of Exemption from the f_tolorado
Department of Revenue for construction materialsto
tx physiunlly iihcorpot:ged into the project This
Certification. of Exemption provides that the
CONTRACTOR shall neither pus norinclude in'.his
,Bid. Sales-and'Use Taxes un-those building and
construction materials ohvsieallr incurouruled into
the Project.
Address
Colorado Deoartmetit of Rcvcnue
:Stata C'apimlAnnex
I
11
1
I
1
1
1
SECTION 00520
AGREEMENT
THIS AGREEMENT is dated as of the 28th day of March in the year of 2011 and
shall be effective on the date this AGREEMENT is signed by the City.
The City of Fort Collins (hereinafter called OWNER) and
Vogel Concrete, Inc. (hereinafter called CONTRACTOR)
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 31st day of March, 2008, entitled Concrete
Maintenance Project, Bid No. 6046, City of Fort Collins (hereinafter called
The 2008 CONTRACT)and all portions interpreted as if the same were attached
hereto. 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, 2012. 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 and is generally described in Section
001010. Related traffic control is also included.
ARTICLE 2. ENGINEER
The Project has been designed by City of Fort Collins Engineering, 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, 2012,
unless sooner terminated as herein provided.
Section 00520 Page 1
1 ,375: Shiertit an' Street
Lkmere Colorado_'30361
Sales.ind Use Taxes- for the State. of Colorado.
Reooital'Tray§Wrtation District(RID)and certain
Colorado• cotaides- are collected by the State: of
Coloradd- and are 'included in the Certification of
Exemption.
All applicable Sales and Use 'faxes firicIyaini Slate
wllec eii taxrsl. on anv'items other"thietf construction
and buildum.materials phvsically incorporated into the
Vo'eu are to be id by CONTR.4GTOR' and are to
induded in appropriate bid items.
Use ofYrinates.
6:16. CONTR:aCFOR strap confine conswuotion
equipment, the stora=e of materials and -equrpmentand the
Ia p-cmugris� of workers• to the site .and land and areas
iMIWFred iri mid permitted _by the Contract Doiumants and
other land and'areas permitted by l.m%i and Regulations.
rights -of -way, ..permits and .casements, and shall not
unreasonably eNurriber the premises with construction
equipment " or other materials or equipment.
CONTRACTOR shull :usunic full•reglonsibility for any
damage to any such land or arm or to the owner or
-occupant thereof or of any, adjacent'land orr areas, resulting
front the pertoniiance of the Work. ';Should any clash be
made hy':any such owner or occupant bcnuse of the
performance of the Work. CON"rRACTOR shall promptly
settle with such other party by negotiation m otherwise
rrsolve dx claim by arbitration or other dispute resolution
proceeding or at'law. CQNl' ACTOIZshall, to the fullest
extent permitted by haws and Regulations, Fndcmnify-and
hold harmless .OWNO7, 0,10(ITM(NGUEERs
Consultant and anyone directly or indiratty employed by
any of them from and against all claans.-costs, losses and
damages arising out of or resulting Iron any: claim or
octiani legal or equitable, brought by arty such owner or
occupant against OWNER Gi`IG Nap or any other party
indemnified •hereunder to the extent caused by or baser!
upon COM-RICTOR's perfurmanceof the Wort,
6.17, During the progress of the Work. CONTRACTOR
shiall keep the, premises free from accumulatitms of wane
:materials rubbish and other debris, resulting from the
WorL At the. completion of the Work'CONTR\CTOR
shill removc all waste materials, rubbish and debris from
and about the preniism as well as all tools, appliances,
cdnStriidion equipment and machinery, and surplus
materials. CONTFLAU "OR:shall leave the site clean and
.ready [or occupancy by M"M at Substantial
Completion of the Work. CONTRACTOR shall restore to
ori'_aatl condition all property -not designated for alteration
Ey the Contract Doc -urn enis:
6:I S" CONTRACTOR shall nct,ldad nor,p Tmi't any part
of, any,striictiue, to be loaded in arty, mtfnner that will
endanger flit structure:— nor shrill CONTRACTOR subject
any part of the Work or Arioent-property to �sitresscsor
pressures that will endanger it.
Kec�rd Docuinenre
EKDCrii:"NFAALCONDMONS 1'/0.(1' )C66(n)
id CI FYOP f•ORTCULLItSM01)I1;ICATIONS(a6v•140nU1
6:19,. 'CONTRAC-TOR shall maintain in a,safe place at
the late
one record ,copy of all Drawiigs, Speeidcanions,
Addenda, Writien.Arnendments, Change Orders.'Work
'Change Directives Field Orders and. written
interpretations and clarifrcatiOns (issued pursuant to
paragraph 9,4) in' good parer and arin6tated, to shod• all'
c}ianges made during construction. These •record
documents -together with all,approved Samples and:a
counterpart of .all' ,approved Shop - Drawings will be
available to ENGINEER Cis refer*enco. Upon completion
of the,lVgrl and prior to release of final pitVmeitt, theca:
record dcicumrnts Samples.and Shop Drawings veill.be
dtilivered to ENGINEER for OWNER.
Safetyand Prgreerlon:
61-1-0. CONTRACTOR shall be ,responsible for
initiating, maintaining and supervising: all: satety
preceutiunis.anii programs in connection .wLLh the -Work.
CONTRACTOR shall take all rieccss ry, precautions for
the safety ol; and shall provide the necessary protection to
praventdainage, injury or loss to:
620.1. MITemons on the Work'site or ivho may be
affected by'thc Work;
6.20.2. all the \VOW and materials and "cquipment to
be incorporated (herein, whether in stomge On Of off'
tlta sita:.and
6.20:3: other. property at the site or adjacent thereto;
,including .trcdm shrubs., lawns, wslks„ pavements.
roadways structures, ,utilities and Underground
Facilitirs not designated for rcmopal, reloation or
replacement in the course,of eonstructiom
CONTRAgrQR shall comply,tvidi all applicable laws
and. Regulations of any. public body having jurisdiction for
safety of persons. or property or to prbtect them, Gatti
damage, injury or loss; andshall crxrand maintain all
necma—safeguards for such safety and protection.
CONTRACTOR shall testify owners of adjacent property
and of Underground Facilities and utility owners when
prosecution, OF. the Work may MY= them, and shall
cooperate with them in theyrotecticat removal.,relocation
;rnd replacement of their property. All dainnge, injury or
'loss to any property referred tg in paragraphs 6?01' or
6:20.3' caused, directly or indirectly, in whole or in Rot, by
CO, i R.ACTOR any Subcontractor, Supplier or any
other .person or organimd6n directly or indirectly
implgyed by any of them to perform or Cornish any of the
Work or anyone for whose acts any of them may be liable.
shall be remedied by CONTRACTOR (except damage or
loss attributable to the fault of Drawings or Specifications
or to the.acts or omissions of OWNER or R GLN=- or
CNGC• EWs Consultant or anyone employed by tiny of.
them or anyone for whore acts any of them maybe liable,
and not attributable.directly or. indirectly, in whole.or -in
hint; to the fault or negligence of.C:OWklkC"COkor any
Subcontractor;. Stpplier or,other person or ort itiistion
directly or indirectly employed by any of diem):
CONTR:aC'COR's.dutics and responsibilities forthc sat.ety
and protection of the Work shall continue untilsuch time
as all the Work is completed and ENGINEER has issued a
IS
I
I
I
I1
I
I
I
11
1
notice to OWNI ER and CONTRACTOR in accordance
• tvith'par�h tot 11that the Work is'ttcceptabli (except as
otherwise ecpicssly 'provided in. connecti6n with
SuUs4intial'Cimplption)� ,
6.21. Safety Repiesenlaeve:
CONT%\CTOR shall desiytate a qualified and
experienced safety representative it the site whose duties
and• responsibilities slmll be the prevention of accidcrits and
alit tnamtil and suMYLsing of safety-.prcca.utiorts and
programs
Ha.ard-Cornntanicalion Prof�mns:
6 22, CONTRACTOR shall he responsible• frir
wiadinating on, y-e.Nchange,of materiul'safety datti shecus or
other, hazard communication infomtation. required ,to. be,
made available to or ettchaneed belwggn or among
employers at ttic sitle in accordance tviih_ taws. or
Regulations. .
)neigeacies:
6:23: In emergencies affecting dic.satety or propieuon of
persons or the Work or property at the siteor'adjacmt
thereto, CONTP_AcrORwithout speciat instruction or
authorizauon.from OWNER orENGiDiF.ER, is obligated to
act to prevent 'threatened damage, injury or loss.
CONTRACTOR shall give ENGINEER. promptwritten
.notice if CONTRACTOR believes .that any significant
changes 'in the Work or variations from the Contract
Documents have been. caused thereby. If ENGMEER
determines that a change in the Contract �lOocumcnts is,
required because of the action taken by CONTRACTOR at
response to such an emergency. -a Work Change Directive
or Change Order will. be urea to document. die
-consequences of mchactioit
6.24. Shop Drawings and Samples;
6.24.1. CONTRACTOR' shall submit Shop, Dmwings
to ENTGINIEER for review and approval in,acc(rilance
with the accepted schedule of Shop Drawings and
Sample submittals esee paragraph 19); tW submittals
will be identified as LNGC+EER may require and in
the number of copies specified in 'the General
Requirements. The data shown on the Shop Drawings
Will be complete with respect, to quantities;
dimensions, specilied.perfommnce.and design aiteria,
materials and -similar data to show ENGNEER the
materials and equipment CONTRACTOR proposes to
provide: and to enable. Ea\IGIVEER to review the
information for the limited purposes required by
pitrugr4PIt 6.26.
624.72, CONTIR \('1'OR.sHml also submit Samples to
I :VGNEL•R for review arid'approval in.:ae:cbrdariee
with said accepted schedule of Shop Draieirtgs acid
Sample. submittals_ Eaeb,S•ample will be identified
clearly as to material- ,Supplier, peatinent data such as
catalog numbers and the use' for which int_endcd and
N otherwise as ENGEER may require to .arable
ENGINI PER to review the submittal for the limited
It. EXUCOENEAL CONDITIONS 19nt-t iljia E(56t nl
,r! MYOF FOILT COLLII NIOUIFICATIONS tREV,1/2000)
purposes required by paragraph 6,26. The'rcuiti htts
,of each Sample io he submitted wilI,be its specified in
,the.Specifimtiom.
6.2a Sit miCal Procedarei.
6.25.1._Before submitting caclr Shop Drawing. or
Sample; CONT.Rr\GTOR shall have.detetmined and
verifiedt
6.25:I. L all Geld in_ensurements; quantities;
•dimensions, .spttilied paformarice emtena;
installation 'requiremanL% materials, catalog
uuntbers.and,suailai information with respect
thereto;
6,25:1.2. all materials with respect to intended
use, tabiicatitm, •shipptttg, Handling:. storage.
assembly and, installation pertawne to the
pertomtance'of thc.Work,.and
6.25:1:3: .all inforftiation relative_ .to
:COYIiZ. CC(>R's'sole resportsibili ie's in respect
of means, methods, techniques sequences and
procedures of construction and safety precautions
•said programs incident thereto;
CONTRACTOR shall also have reviewed and
coordinated each Shop Drawing or Simple with other
Shop. Drawings and Sim _
Simples and with the
requirements of -the Work and .the. •Contract
Dcicttments
fi 25,2. Each'sulmtittal will bear a;stamp onspccific
written: indication that CONM4%CTOR'hrs satisfied
CONTRACTOR& bbligations under the Contract
Documents with -respect to CONTR.aCTows review
and approvalot that submittaL
6.253. At the time of each submission.
CONTRACTOR shall' give LNGETEER specific
written notice of such variations: T if anv, ifiatthc Shop.
Drawing or Sanipla'submitted timy have from:the.
requiretnenLs of the Contme-t Documents, such notice
to be in.a written communication separate ,from the
suhrriival; and, in addition. shall -cause u _specific
notation to be made on each. Shop Drawing and
Sample submitted to ENGrt\=-R For review and
approved -of each such variation
6.26. CNGINEIM will review and approve Shop
Drawings and Samples in accordance with the schedule of
Shop Drawings and Sample submittals accepted by
ENGWEER as requiied,by paragraph 29. ENGITZIMR's
review and approval' will be,only to determine if the items
covered by the submittals will after installationor
incorporation in the Work conform. to the information
aiven in the Contract Documents and be cbmpatiblc with
the design concept of the completed Project as a
functioning whole as indicted by the Contract
Documents ENOWEER's review and approval will not
.e:¢cnd to means, methods, techniques, sequences or
pxiicedurts of citistruction. (cecept where a .particular
mean-, inethod, technique, sequence or procedure of
11
construction is specificaily and expressly called, for by the
Conrsct.Doctflirtmls).oi to safety precautions -or prog - rams
incident. thereto. The review and approval cif,a.se te
item as such will not indicate appi Iry It
which. the item func6orm ' CONTRACTOR shall make
corrections required by I NG MiER, arid ihall,refturi the
requiicid number of corrected copies of Shop Drawings and
submit as required naw"Scimples for review and approval.
CONTRACTOR shall direct specific attention in writing to
revisions other " co 'than''the rrectiom' called fax by
ENGMWup pr;vi§us Submittals-
_-
6.27, ENGINEER's rcview and approval of Shop
Drawmas or Samples -shall not rcUcv;; CONTRACTOR
from' responsibility for any variation from the Fecluirements
of the Coritract Documents unless CONTRACTOR .has in
writing called PqG INEERs attention to each such
variation at the tinie of-submissibn as required" by
pa ragrii .6,25.3 and ENGINEER has - gI!en written
,approval of each such variation by a specific wriricn
-,notation thereof inourporuted in of accomparf ying the Shop
Drawing, or Sample Oprovak nor will any.ppproval by
ENGINEER relieve CONTRACTOR. from responsibility
for complying with thesequirements of paragraph 6,25A_
6:23. Wher-c-a Shop -Drawing or Sample is rNuired by
the Contifaa Documents or the schedule of,Shop Drawing
and, Sample !iihmiSSIlans accepted by FING MER as
required
red by. paragmh29. d!iy related Work-- performed
prior to FLNGINhERs review and approval of the pertinent.
submittal will be at the sole expense, and resimnsibi[ity of,
CONTRACTOR.
Colimaid 19the Work
--
6.29, CONTRACTOR shall carry on the Work and
adhere to the progrcss Schedule c6iftg all disputes or
disagreements with OWNT-R, No WorL shall be delayed or
postponed pending, resolution of any. disputes or
disagreements, "-Ktxpt as permitted by paragraph 15,5 or as,
OWNM and CONTRACTOR may otherwise agree e - in
43(k. C0ivTRtCT0R1.v, Gen &al rVarrani and
630.1.CON 7RACTOR warrants arid guarantees to
OWNER, LNGENEIER and, ENGDT-ERs Consultants
that all Work will be uni accordance with the Coatoact
Dtiumenm " and will iiot be &,fecflve,
CONTRA(_`TCRs warranty and,guarrintec hercuiulcr
e . xCludcs defectsor damage caused by:
. I
636.1.1. abuse, modification or improper
maintenance or o1mration. by persons other than
CONTRACTOR, Subconixactors or Suppliers; or
630.1.2. normal wear -arid tear under normal
umc..
6.30:1 IfO1,47RACtORs obligation -to peif6m and
winicte the Work in accordance with the Contract'
Documents sludlAme absolute. Nuric
will constitute an�sccepcince of, Work- dint is not I . n
EXOCCLNERALCONDI-n-ONS' i9it.1-90*11361kill
W Cl FYOP FORT COLLINS MODIFICATIONS IREV .11!LRID)
accordance with the Coritract Doctimirits or a relea&c
ofCON-rRAC'TOR!s*obligatian_k),p,iform the hark"
in accordaraic,%GitKthe Cantract 06uments:.
530:2:1' bbservaticimbyliNGENRER:
6.302-2. recommendation or any progto. o , r
Grial-payment ky:13N(kMER,
6.30;7_!3. - the issuance of U ocTitificaic, of
ClompliE6,9n or any payment byOWNM to CONTRACTOR iIrr 60,Conliwt
Doc menu;
.6_j0._1A. use or occupancy of the Work ,orany
part thaeof by OWNER;
630.2.5. any acceptance by OWNER or any
I
failure to do So.
6303.6. my review and Sh6p.
DrinVirgbrjl;ani6lc submthal.or. the.issLianceofa
ricitice-of-accepLability-by F.N-(!QNEFRp?rsuaq:
to paragraph 14A J;
63f1.2.7. any imWLtioT; -t6st. or -approval by
others. or,
6.30.5.8. any cu ' rrecition of tkfietq;e Work by
(AVINER.
631: 'ro• the fullest extent permitted By Laws and
Regulations, CONTRACTOR shall indemnify arid' bold
harmless QWNMZ, LNIGMER, ENIGUEEW.q
Consultants and the officers, qirxctors, cmpjoy�n.,agients
and other consultants of each4nd env of, them from and
aga firs I 'a ' li claims. costs;losseg and damages �iricludirm_
but. not limited toi all fees and chaigcs of Lnginceis,
architects. attorneys and other prot;issioirials and all cotfit
or arbitration or oLhei-dispute resolution costs) caused by;
arising ouLuf or resailting front the performance. af-thc.
Work, provided that any such claim, Lost, less or damage;
(i) is attributable to bodily injury. sickness, disease or
death, or to injury to or destruction of tangible property
(other than the !York itscll), Including the loss of use
resulting therefrom and (ii) is caused in whole or in Rut
by any negligent act cr omission of CONTRACTOR, any
Subcontractor. any' Supplier, any person or orgammucin
directly or indirectly employed by any of them to perform
or furnish any ot'the Work or anyone for %vhcsc acts any
of them may be liable; regardless of whether or not caused
.in part by.my negligence or omission of a person or entity
indemnified heieunder or whether liability is innposYd
upon such indemnified party by Laws and Regulations
regardless of the nt.-Agligt5rice,of any such persm or entity,
6.32: In arty and all, claims a-gainst 'OWNER or
RqGNEER or any.of their respective consultants, agents:
offiloirs, directors or employees by aqv employee (or the
Survivor or personal rcprzcntativc of such emolovec) of
-CON-71ZACTM any SubLur�lractur, any Supplier, any
person or organization directly or indirectly errifilmed by
17
l_J
[l
I
H
11
1
I
C_ J
1
1
I
1
any of them to perf6im, or runtish airy. of the .Work or,
anyone for whom acts any of them, may ;he" lisble, the
indemnificatiat obligation under paracraph6.31 shall not
Ix -limited in any way by any lirnilation on the amount or
type of damages cumpenition or benefits payable, by or
for CONTRACTOR or any' 'kvtltiSubuintrac•tor,' Supplier or
other person or organizationun(ler worker" compensation
acts; duabUity benefit acts or othereniployce benefit acts
6.31 The indemnificaEan obligations of
CONrTRAC 0R under pact--aph 6:31 shall not. a tend to
it a liability of IN: dbTEElt andENGlD-4- R's,Coinulti its•
officers, diractcrs, employees or agents .caused; by the
professional nceUactcc; errors or omrssibm of any of them.,
siirvrra! ofobligationr
�634. All representations, iindcmnitiuitiens. warranties
:and guarantees made 4 required by or given in.accordance.
with_di, Contraa, Documcnts; as well .as all 96nnrtttin2
obligations indicated in the -Contract' Daeurneitts: w ll
survive final on mi»plenon and�acceptnnca,,6f the
Work and termination or completion of the Agrcemente
ARTICL E4=OTHER' WORK
Related IVorkat-Sae:
7:1, OWNER may perform oilier work related to the
Project at the site by OWNER's own forces, of let other
direct contracts therefor which shall contain General
Conditions similar to these, or have other work performed
by utility owners. If the fact that such other. work is to be
performed w-ts not notch in the Contract Documents. then:
(i) writtennotice thereof will be given to CONTRACTOR
;prior to starting any such other work and
(u),CONTRACTOR may make a clahn therefor as.
provided to Articles I I and 11 if CONTTL\CTOR believes
'that such performance will "involve additional expense to
CONTRACTOR.& rtquires additional tmta and the form ;;
are unable to agree as tdthe amount or extent thereof.
7 2 CONTRACTOR shall aQord each other contractor
who is a. party to such a direct.contract and each utility
owner (and OWNER;" if O�Wi ER is pclurming the
additional wank with O Wr L•R's employees) proper and
safe acce� to the site and a reasonable opportututy for the
introduction and storage of inaterials and equipment and
the esewUon of such other work and shall property connect
.and coordimte the Weak with "theirs Unless bdienvise
provided in the C:ontmut i3ccuments. CONTRACTOR
shall do all cutting, fitting, and patching or the Work that
may be required to makeits several parts cometugcther
properly and tntegralc with such other work.
CONTRACTOR'shsll not endanger any'wotk of others by
cutting, exavatirg or othenise altering their work and.
will only cut or at their work with dhe written cohsenl of
ENGNEER and the others whose work will. be alTected.
'I'hc,duties and responsibilities or C'ON'rRACI'OR. under
this paragraph arc for the benefit of such utility owriR:.and
other contractors to the exient That.there are comparable
F.1000 UENE[t,w- CONUITIO-hti'19193 (1990 E(fitiat)
IY tt'/(11YOFFORT COLLINS MODIFICATIONS IREIV A,MJ01
yruvipiins. for the benefit, of CONTRACTOR iri :said
(lirectc(mtracts between OWNER and such utility.owners
and other contractors.
'73: If the proper execution.or results of any part of
CONTRACTOR'S Work' depends upon, work. pertormed
by others under this Article 7; CONTRACTOR s U
insppeecct such. other work and pprromptly repot to
BNCiMIM'inwriting :any delays Ketects or deficiencies
insuch,other work that render ii unavailable or unsuitable
.Cor thc'proper eiceiaitian amd results or CONTRACTORk
Work,
CoNTRAC•TOR's "Failure so to 'report. will'
mmtitiite xn accapmnee bf'such. other .work as. fit and
pmper Cor ntegauon with CONTRACTOR's Work
excelit for�latenf.or nonxppar?:nt defects and•deficiencics
in such other Wo6%
.Gbariffnation:
7.a. !P OWNER. contracts with others For the
perframance of other,work•.on the-Piojcct.at the site; the
a'ollowin' will bet setforth in Supplementary Conditions:
7:4, I the person, firm or corporation who will have
authority and responsibility .Cor coordination of.the
actii:•itinstmtong the variousprime'contractors'wilThe
iitentiGed;•
7.4.2: the iti -spoc matters to hefcownd bysuch
authority and responsibiliry•will be itemized:and
7.43. the extent of such authority and
responsihilitics will beprovtdcd.
tfiless othcnwiie jaovidcd in the Supplementary
Conditions OWNER shall leave sole authority and
responsibility in'reapect of suds coordination -
ARTICLE 9—OWNER'S RFSPONSIBCLiTIPS:
8.1'. Excecppt as otherwise provided in thtse-.General
Conditions, O%Vt TFR :hall issuc'atl commuriicaticre. to
CONTRACTOR through ENGINEER,
82. to case of lamination of the employment of
LtiGE,TL•ER, OWTiER shall. appoint an cngmeer a®inst
whunrCONTIL-\F-TUR-mrike -net-reasormblrtrbjitition:
whose stairs under the Contract Doewnents shall be that
,of the former EN-GfNELR
8.3:., OWNER ;hall .furnish the data required of
UkVWER under the Contract Documents promptly and
shidl make payments to CONTRACTOR prtmiptly when
they are due as prgv ided in paragraphs 14.4 and 14.13.
S.4. OWNER's."duties in. respect of providing lands
and casements until providing crtIui-Mg surveys to
establish' reference points trc set forth, in paragraphs,l.1
and 4.4. ".Piragraph4:2.reCas to OWNERS identifying
and making available- to CONTRACTOR copies of
reports of explorations and4esis of subsurface conditions
at the site and drawings of.phGcal conditions inexistmg
struetures.at'or corgiguous to,the site that have been utilized
by ENGfNEER m prepiuing die.Cantrtici'Dceumenis.,
lit
fortl}itrpepe�ephs-53•tktteeegft�>lU;
3:6. O4We ER is obligated to execute Change Ordersas
tndiicated'in pariwuph-10.4, -
8;7. OtV1 GR's iesp irtsibility ii respect .oP terra n
uspec6ahs.. tests .and appiuvals' is set- :forth 1 m
paragraph 13 J..
In connection with OWNER's ri`k to stop Work or
suspend' 1Viirk, sec. Ir+r-91aphsl,iilil_ and 15,1;.
Paregaph 15' des with OW'NERs right to'lenoinate
.services of COVCR.1C•CORuitdercertaineiieuttiseanecs.
4:9. The OWNER. shall not supervise, direct on have
-control .or authority over; nor br, responsible 'for.,
CONTRACI'OR's_metns'methaLs techniques, sequences,
or procedures of canstructidn c •ttc.safcty precautions and
programs incident thereto, •or tfor anyfailure of
C oi,yrRACCOR to comply with I n is and Rcgularions
applicable to.the furnishing or pertorno .me of'the Work-_
OWNER' will nmL be responsible for CONCRAcrows
t'ailure.to perform or furnish the Work in accordance with
the Contract Documents.
�Fetielaua:—r.e.- "-
Radiea4v�i\•fawials-LfnCJYt!C2d-flFf2V2Riet�aE-ii1�91Et69
S wish
r-•n�ro nrrrty Raq -Mti_ _ _ •IIAL fiMEtstal'
arrangements -lave -been -made -to -sat s6z�.s.
raspttnsibtitwin-rrspect•theraof-wit{-be-ns-set fortFi-in-tlia
Supplintaiterc-Corvditiotts
ARTICLE, 9-Ei GINEER'S STATUS D muNC.
eoe\sTaacTlbN
0MV'£R'r Representative:
9:1. L NL GiNEER will be OWNERS represcntauve
during die construction Feried. The duties, and
.responsibilities. and .the. limitations of authority of
EIG[NEER. as OWNER's irpres motive during,
construction are :zt forth in -the Conuact'Documents and
shall not be axtended without written consent ofOWNER
andX(ANT_-ER
Visits to Size;,
9:1 EN- ObJEER will.make visits to th_c site atintervals
appropriate, to the various stages of construction as
EN10134-EER deems necessary in order �to ohscrve as an.espen.enced.and qualified desist professional the progress
tlt'DGOE'SFRiL CONUIT[0(�ti IYIO.3 tii9tJ E,E[icnl
wl clTy OI' FORT COLLINS MODIFICATIONS (FLLY •14(1a0)
that hasbeen ttiadi and the qualiq, of•the various asieccs
of CONfRACTOR's executed Work. Based on
information obtLned during such Asits and obsavatians
ENGINEER will endeavor for the benefit.of OWNER to
determine, in gerieral. if ihe•' W6dc is proceeding in
.accordance ivith die Contract.Dolumen£s-. b'NGMEFR
will nol be r qi iced to mukz.e.�ha rsti'or continuous uric
site!irwections to. check die cjenality or quantity of,the
Work. ENGPsit-EER's effor&wvill be d6cted toward
PfQvidin6 for OWNER a greater decree of cots idence that
the 'cumpleled- Work' will conform generallv to the
Conftuct Dexuments. On_the basis of, such visits and on -
site obsavatiorm, ENGINEER. will keep, OWNER
informed of the 'rug of the Rork and twill endeavor to
giuird"C''IWER eganvq&factive Work, F•vIGINFFWs
vpsics and on -site ohscrvattons arc subjecttoall the
limitations on ENGINEEtts'midunity and'responsibili'-
set forth in paragraph 9.13; and particularly, but without
,limitation. during or as a resuh of ENGINEER's un-site
visits or observations �of CONTRACTOR's Work
�eiGGiEER will not supervise; direct control or have
;auttionty over or tic responsible fo` CONI A C7.OR's
means, methods, techniques, 36gUenccs-or pM`Xe rues of
construcii6n, or die satety precautions .and programs,
incident thereto, or for anyTailure of CONTRACTOR to
coniply -with Laws and RLgulatioas appllcablc to the
furrinshing or perfc rmanee of the Work.
Projed Represenrati ye:
9:3, If OWNER and E\GINF,ER agree, FNGINEER
will fiurtish a. Resident l'rojecr Ri-presentanvc, to assist
ENGINEER in providing more continuous obsmation.of
the Work. The responsibilitiesandauthorityand
limitations thereon of any such Reside-rit project
Representative and aska as will lie as provided in
piragneptis 9.3 and 9.13 w4- .the .9 - l.»tteriLn
Conditions of these ,General Conditiorm If OWNRI:
desibmates. another rePPresentauve or agent to represent
OWNER at the sit,'whu is not LNGNEERs Consultant,
agent or employee. the responsnbnbaes aruf authoray and
limitations. thereon of such other person will be ns
proyided.in ihz�Sepplaet -E tI pinagmphj3
of these General Corniuions (f'the ENGIN-FER.furnishes
a Resider proizct Representi titec fRPRI or o�
assistants or if the OWNER(tat.mites.aRepresentative
or agent all as provided in paragraph 9.3 of the General
Conditions, these Represenuuives shall have the aunhority
and lanits6ons- as provided' in �ar_agnni h 9,13 of the
General Conditions and shall be subitct no the followine:
9.3.1. The Rcrorcsentatice's dcalirnzs in matters
pertaining_ to.the on -site work will. in general, be with
dte Efi 1GLV-EER and .CONTRACTOR But the
.Representative will keep: the OWl-ER pr Wqv
ad_iwd about such matters. -The RepresentativVs
,dealinum with sulxiontracturs will ordv be duoueh or
with -'the full knowledee and approval of .the
CONTRACTOR.
9.3.2. _Duues,and�Rcsoonsibilites .Representative
twill.
9_3.'_-.I. Schedules - - Reviewv. ,they progress
19
I
7
I
I
1
1
I
I
schedule and' b&r khMulcs premed by the
CONTRACTOR and ..consult" 'with 'the
&NO WEER conceritui¢ acoaAsbilim
9.3.12. Conferences :and. Nleetinu. - Attend
meeting with the- 'CONTRACTOR such..m
precurfstruction- confereritzspro19—ma—mce- liners
md.' other..job conferences and Prepare- and
'
circulate co ids of•minulcs'of meetings.
9323 Liaison
9.32.3.1-_.Serye im ENGINEER'S" lini.oin
with CONTRACTOR workim principally
thrmuh C)NTRACFOR'S s pffintcndem to
:assist -the CONTRACrOR•in urdcrstandiiw
the Contract Documents. '
'
9.3.23.2. Assist iinobtauune from OWNEK
additional dctaits or information, wheel
rrouirmL for proper exaiution of the Work.
9_ 2:3.3. Advise .the b"NGIMPR and
CONTRACTOR of the- oontmemement of
any 'tVork. rcquirine a Slxip`'Dmwing- or
+samnlc submission ifthesubmission hasno
N= an pvcd'hv the F\CiINEER
1
9,j i 4 e.viav,of %Vor_ ectian of Defecting
t Valy-lnspcctions and.Tcsts -
9.3.2.4.1. Conduct on-sitc chscrvationsof
the=Work. in Qrbarem to assist the ENGINEER'
'
in detcrtniging.that the 6Vork isprocccdMu
accordanii:with the Contract.Documents.
11
1
I
I
9.3.2.4.3. Accompaany_ itirtg insvectors
reoruentine public or Mier agencies having
juri-4etiori over the PrpLecL ecord the rca4ts
of these inspections andreport to the
ENGWEER
9_3 Interprelalam or Commut
Documents. Report. to LNGL\EER� when
clanficationsand interpretations of the Contract
Documents are neededand Imm-mit . to
CONTRACTOR clarification and intemretadon
of the..Contrect Dmio ents as issued Iry the
ENGEVEER
9.3.16. VmMaliam •Consider .and
evaluate- CONITRACMWS. stteeimons. for
=11 E'KUc:OE�,F3i.U.1 n-a tl1'-jil Editiml
a'/i.71Y OF FOIt'r COLLI -AIOOI14CA7lONStCEV,L10fMIJ
modification iri Dmwines or Specifications ana
report. these.recommemlatiom to ENGLNEGR.
Accurately transmit. to .COMRACTOR
decisions mined by the ENG NEER.
93.2:7.•RecrorcLs:
2-i-xs:.-Ilep—Or?f
9:3:2.8A Fnnish E GLN=R Lxrjodic
reports, as. repuired of tli�o, uC the
Work and of the CONTRACTORS
y3rigg.G�q�ith the BLaSCr3s_�hzd�L� �n�
schedule of shoo Drawina and Sample
su mites:
9.32.$'2.- Constdt ..with 6N9ur
advance of s:hedu Greg - major tgsN
inspections.or start of important phases of the
Work:
V.3-2.3;3; Draft proposed Chmtge Orders
and Work Dvectife Changes; obtaining
backup material frnm the CUNTR (7VOR
.md recommend to CNGLvEEIZ Chanee
-Orders; Work Directive �Chamm and field
orders.
02.&4.. .Rib&h immediately. to
LNGD L•ER and OWi\MZ'the oc�ce of
. imv accident.
93.2.9; Payment Requests. Review' applicaUgns
tormment with CONTRACTOR for comoliana
wide '.the esWbtisNa l ormcdurc- Tor their
submission and forward with recommendation to
ENGWEER noting paniMarly the r&tionship of
requirnmoitts of - die Connect Documents ("In the form of
the-pavment requested to the schedule of values.
�Drawmgs or otherwiw).as EVG[N'EER'..may deleimine
work comiolded and materials and evuioment
necessary which shall Lie consistent with the intent of and
delivered_ at the. site abut not -incorporated in the
reasormbly inferable from the Contract Documents. Such
.Work.-
writtrn clariG,m6ors arid. interpretatiums will be binding on
okwim avid CONCR,Acrok it OWNER or
9.3' IOYCom letp ion.
CONTRACTOR believesthat a written clarification or
interpretatton,justitres an adjustment in'tha ContrackPrica
93^ o�e l_N ENEER ssurs a
or the+Contract Times and the parties are unable to agree
,
Cerir66tc of Substantial �Cvmpletioii, submit
to+ the umount or extent chorea[ if any. OWNER or
-to,COANTRACTOR a list of observed items'
'CONTRACTOR may make. a writtal claim, thiemfir m
reauirvlecorrection orcomoletion
provided n:4rtcle no , rArticic 12.
9.3.2.10.2. Conduct final inspection in the
Authorized 115riadoasin Work:
'
oomdany of the, ENGINEER OWNER- and
--
CONTRACrOR anel•prepare a -final list of.
9:5. ENGINEER may riui*n7.e minor variations in
items tobccorrected orcoinoleted:
the, Work..frtim 'die re quiiements of oho 'Contract
Dmumditm -which do,not-idvolse an adjustment in the
9.3.? 10.3_ Observe that all items on the
Contract Pncc or the Contract Tunes and'are compatible
,
filial list have been corrected orcompleted2and
with ;the design cor4 'ofihc- completed Project is a
make recommendations to ENGINEER
functlu tq 'whole is hdicaied . toy" the Contract
.concerning acceptance.
Docurnenti. 'rhese nifty be.nmimplished:by-n Field Order
-
and will be. Binding •an. OWNERS .and also .on
93.3_ Limitation of .authority: 'rh&Reprsentative shall
C:ONCI ACWR who shall; j ertorm .the Wirk involved
'
nor -
promptlyIfOWNhRorCONrRAC1'ORbclicvcsthati
FieldOrdurjusulies an adjustment in,the,Contmct Pricc-or '
9:3:3.1- Authorim am• deviation Frain the,
the Conaaa Times and the panics are unable to agree :u
.(Contract Documents or icecpt any •"substitute.
to -the amdunt or extent thereof. OWNER or
gi5tzri� Qr zciuigmertt,:ortessauthiorizzd by the
CONTIZACTORmay make a written claim, theretiv as
HANGGVEP.R
provided in�Articl� I1 or 12.
9.332. Exceed Aimitidons, of ENGINEER'S
RejecdagDejecth-eWork•.
authoriry as set firth in Contmct Dcicumcntsr -
9.33J.- Undgiake any of therespoi+sibilines.
�46: ENGINiiEP, will havcauthoriry.todisa}iprovemr
.of' the CONTRACTOR Subcontractors or
reject Work Which ENOMFER Ili hNeS to be Ifective,
'
MN_ffRKNGTQR'S_sum tern igs.
or that ENGLIIEER. believes will not produce a completed
�[Ybjcct that conforms to the Contract Documents or. that
9.3 3A. Advise on, or issue directions relative
will prejudice the integrity of ilu design concept of the
to or assurne control over anY-u� of the
.completed Project rs a functioning whole as. indicated by
meats -methoft techaiouS sequences or,
the Contract Documents. ENGINEER will also have
psac�duti_fgr constructior�trines swh is
.authority,to require special'inapecuon',or tostuU of the
specifically called for in the Contract Documents:
Work.as provided -in paragraph 13. ^.. Whether or not
Work is Fabricated, installed or completed.
9.33.5. Advise an or issue dnrcetion4
4egagig• •or tiztti ne xs_ir¢rot over safety_
Shop Drawings. 0tange Orders and Payments.
precast ens and pro ams to cunnectiors with•the
Work
.9.7, In connection with ENGIrY[HRR's aUthority.as to
Shop.Drawings andSamples; see paragraphs 6 24 through
d3.3.�. Accept Shag Drawinu, or sample
o'S Gw_lusive.
submittals from nnvone other than the
'
CONTRACTOR
9_8. in connection with ENGL M,CWs authority as to
Charge Orders. see Articles 10. 11. and 12.
9.3:3.T Authorize OWNER' to. aceu2y the
Work in whole or in pare
9A In connection with ENG rMER's-authiorityas to
Applications for Paymcit, see Article,14.
rJ.3.3.3. Fartici . te. inspecialized Geld or
laboratory tests or inipectiom% conducted tiy' others
Deteriiiinations%prUnit.Prices:
except. as •slxcili ally .authorized bv_the
ENGINEER
RIO. ENGNNEER will Mctmihe the actual quantities
and classifications of Unit. Prtue Work performed by
'
Clgirficationsand hiterpietations:
CONTRACTOR; ENGINEER will review with
;CC )MI ,the 6NGIN'EERs preliminary
9A, ENGINEER will issue with re s neble promptrxss
dderiiimauQns.on such matters before rmderirli'a�writlen
such written, clarifications 'or ".interpiem6cm of the
decisiori,theraon (bF recommendation of an Application
'
FJCD(:OE•\ER.ai, CONDITLO,% t9i" fti90 wtimi
W CITY Of FORT COLLI N% MCD117CATIONS'(REV VZO00)
I
I
F-I
L I
11
I
I
I
I
I
I
I
I
I
LI
I
I
(or'Pay meat otherwise): ENG114EERs written decision
thereon will
be rum] and binding, upon OWNER and
CONTRACTOR. C"= within ten days otter the date of
-raw. saute decision - either OWNER or CONTRACTOR
.dclivcrs.tu the affier and to ENb[NEER wittitten,nL'itioe'd
�;crdancae with the procedures set forth in
into Letwcen, OWN ER 'and CONTRACTOR pursuant: Ito
Article 16, or (h} if no sU6 Disputc Resolution. Akreement
His.bi;cii entered W 60-i-mal-promeding is instituted by
the appealing party in a,farurn ofechipetintjurisdictian.to
cCer,iSC Such rights or emediesras ibe 4ppciling,partyingy
have with respect to, HNGINEEWs decision. unless
otherwise 19C.Cd III 1y_ptmg by' OWNER and
CONTR _4C'T0R, Such appeal vvill riot be .subjcia to the
proccclurcs of paragraph 9, 11,
Decisfrins On Disputes
SIA I- ENGINEER will be the initizil interpreter of the
reclLurcincrits of the Ccintract Documents and judge of the
aceeptahiliry ofthe'Uork thereunder (,lamis, disputes and
other matters relating to the acceptability of the Work or
the interpretation, •or the requirements or the Contract
tract
Di3cumcnts pertaining to the performance and furnishing of
the Work and'claim3 under -Articles II'dnid,P.11in rL'specil.oC
changes the contract Price of Contract Turies will ba
referred initially -to fiNGINEEF 'in writing with a request
.for. a, firmal- decision in accordance with this paragraph.
Writ ' ten n6ticc of each such d1aim, dispute or other,matter.
will be delivered by die. ctairmirdto ENG194EER and the
other to party the Agrccm enu prompdy (but in no ewnt
later dun -thirty days) alter the start of the occurrence or
everitting rise thereto, and written supporting data will
be � tLed to ENG11,7 EP and,the other party within
sip day-s after the start of such occurrence. or event unless
ENGINEE-R allowa art'additional period of time for the
submissiori of additional or more accurate dam 41 support
of -such claim, dispute a other ratter, The opposing parry
shall submit any response to ENGMER and the 61airmint
within thirty days after receipt of (he claimarifs last
�submiteal (unIess-'FNCrrNFFR allows additional time).
ENIGMER will render a formal decistonInwriting within
thirty days.atter receipt of the opposing party's submittal, if
any, in 7 =ordara;'%vith this pmgraph. ENGINTER's
written decision an such claim; dispute.Cr other matter %i ill
be tonal arid binding upon OWNER artil CONTRACTOR
unless-'(i) an appeal from ENGINHER's decision is taken
within the time limit:; and in accohlAnce With the
procedures set forth in E.%H[9lT_'GC-A'. "Dispute
into between OWNER and
CONTRACTOR pursuant to article 16, or (ii) if no such
Dispute Resolution Agreement- has tbeen entered into, a
written notice of intention to appeal' from. ENGINEEM
written decision 'is delivered , by OWNER � 1. or
CONTRACTOR tu'the ' other and to ENGINEER.within
'dii1t), digs Act the UaLc of such decision aril formal; a foal!
proccLding'is.instituted by the appealing - p . n any a t . a. I ru in of
competerit jurisdiction to c�6ercisc*such rights or remedies
as,the appealmg-FV.,M), May hive widi respect t6such daim;
'duqpuic, or other mattcr in accuidadCC with applicable Law -
.find Regiladons'within smy days of the dalie of such
11 [9V E(fitico),
W/01YOF FORT COLLINSMODIFICATIONS (I?LY,JP . 0041)
Jickton.; uhless.otherwisi, agrcad in writing, by OWNER
.and.CONTRACTOR
- 9- 1 i Wheri runctiorift as interpreter and judge underpari�gnrphiSi. 10 'arid -9.11. 'ENT0114EER will _rot, .4iuw
�=1 iry'to OWNP P, 4, CONTRATO CR and will not be
in connection with any interpretation or,d ecision
rendered mao6d'thdh uisvich call-acitV. The, rviderim-of
matter
or ac
he a
or
remedies as either may. otherwise have under the Cor'net
,Docurrents
or by Gaws,or Regulations1iii respect of'any
such 61ami; dispute or other
,9.13. Limitations on 'IWGINEFR's,Anthbrlrp 'hurd,
,9:13:1. Neither EMiGMER's mithdrity, or
resporriihility under this Article Tor under any, other
provision of the Contract Documents nor any decision
made by ENGINEER in good I'afth-,cither toe.nrciw
or, mrVvxercise such aulKirity, or responsibility'cir the
uruiertaking, ckercise-or perfirrmanct, 6f?ny'iuth6ii:y'
or rdsponsibility,fiy FNIGMER-shall create, impose
or give Meto any duty owed by E24GOM M-- to
(7.ONTRACTOP�any liubc6rara,ctor. any Supplier,
any other person x orgsm:nrtion; or to any surety for
or effioloyce or agent of any 6fthem,
9-13'2 ENGINEER will not supm,isc, direct,
control or'havc authority over or Ix- . *onsihIefor
Comply with Li
pertormanco,of the Work ENG[NUCR'xviH not be
responsible for. CONtRACT6R's failure toperldrit
or furnuJi the Wbrk in ac conlance with the Contract
9.133 ENLcuNT-r-R: will net be responsible for the
acts or omissions. of COYMA.CTOR or of any,
Subcontractor. any Suppher:prof arty otherperson-or
6 Lich or turruahing .4ry of -,die
V�Iorrla performin,�-
9.13.4, EINUDIEER's review of the finat.Application
for payment and acc-o'mparrying'documenLatiuni and
all maintenance and operaurtt; iiistructiori:L schedules;
guarantees Bonds and certificates of'inspe&iori, tests
g
and approvals and other documentation required to be
N,
delivered by •paragraph 14.12 will 6rdy, be to
tam .. complies with
the rcq� tnsporls fasts inlet' approvals
aCdic� re'si:ilts
centIr 1,_J , the ContniCt
Documents, I
9A-3_3; The Jimiritions upon; authorin, and
I
responkibility.set forth' in this paro&0i0-3 shall also
uppl),�to.r,-NGFiNEERs.CcinsuttanM,Resident project
Rcpieseritiitive and assistants.
ARnftF-10=C'EVUNG;MIN THE WORK
Without. invalidaiinh. :die Agreement and without,
t;,to any surity.'01VNEPUmay at a I nv tuba orldbra.
�to lime; order addkioris, dcleiio`M' or re'iisi onS' in the
Such addifi= delitions. or revisions. will bi
)rued by a Written Amendment a Chtingc Order, or a
Change Dirictivc-- - Upon receipt any such
mcnL..CCF\Lq:V--kCT0W shall pro . n) - y ceed with
Node involved which will be performed
ed tW e
I
cable conditions of.thc Comirlact Documaiits (ex t as
wise specifically provided).
10'.2. -if,OIVNER`:a-ncL'COiNT.]kAC*TOP,- ore �drjWe, to
agree
'of an adjustirera ink the
Contract Price oran aclidsuricht of the Contract Times that,
sfumtd be iallowed as a result of Nock Change Directive;
a claim may.b- mad; ihcqcroras providedIn'Article 11 or
Article 11
10.3. CONTRACTOR.shall not be entitled in an,increase
in the CoAtract price or an extension of the Contract Times
with respect to any Work pertiarmed-Lhat is not required by
the Contract Documents asit - mended. modified' and
suWartcnied as pr6vidcd in paragraphs 3:5 and 3.6, czccpt
in the case of an as provided in paragraph 613
tzlv, - as �-
or in the case L7 cring Work provided in
,paragraph 139.
10.4. OWNER and CONTRACTOR 'shrill ckeLuw
appropriate Chan,x Orders recommended by EINGINMR
(or ILYritteh,Amaidments) ouvering:
10.4,1. changes in. the Work which ard(i) ordered
by OWNER pursuant to paragraph .1 0A. (ii) reqtiirzd
because of ' acceptance of ckfecflve Work under
p�aragrao�j3.13 or correcting under
paragraph 13-1:4, or (iii) agreed ro.by the par t iev.
10,412. changes in the Contract price or Contract
Times which are agreed to by the parues: mfd
10,41 changes in the Contract *Price or Contract
Times, which embody the s6bstance of any %fTiftcn
decision tendered by ENGLLTEEX pursuard to.
paragraph 9 11;
provide&that. in lieu of executing arry such Change Order,
an appeal may be taken from any such decision, in
accordance MLh the prOYLSIMS of Ehc,Conuact Docurnents
irid'appljeabtelawz; and Remaiior-ts, bui,durtng any such
a U C0'YTP—k(:r0K,s�aH carry on•Ithe Work, and
aere to. ' the' 'prygess schedule as, prbyided in
paragraph graph 6-29. —
115.5! If notice of any change affecting the general.`scbpe:
of die Waqk,�r the provisicimof the Contract Documenii
EkOCUENMAL CO"Ibir0% tq I U-3 (19" Edtioril,
W C1 iY OF; FORT MLLINS .MODWICATIONS (RLV-W0410)
(including, but not limited toContractPrice a Cbraract
Times) is. required by the provisions of any Bond'tor be
giVcn to a surety, the giving of any such notice will be
CONTRAC.TOR's responsibility, and the amount ofeazh
ap'plicasle, 19andi willbe
ARTICLK 11—CI4AVNGE.OF,CON'T%t.CT'PRICE*
I U The Cbritroct Price constitutes the total
.compensation (subjecE to authori7,d adjustmeras),payable
.to CONTRACTOR lbr perfiirftiing the kA?96- elf dutles.
iespowibilitfes'and obligatioris,assigd to,or undertaken,
hy CONTRACTOWshatl he atCONTRACTOWs expense
1without change in the Contract Price.
11.2 'the Contract Price fray.only be changed lri,. a
alange Order'or by wm. riftcr Aircndniem- Any claim
'For.in adjustment in the Contract %Ece.shall b-L bivscd-on
written notice delivered by the parry making the claim to
the other parry and to ENGINEER promptly (but in tic
.event later than thirty days) after tha start of the
occurrence or eve I nt giving rise to the claim and stating the
girteral nature of the: claim, Notice oftheamount of the
claim'wit.h supporting data shall be delivered within'stxty
days after the start of such occurrence or event (unless
FNANNEER allows additional time 'rbr claimant.to�.bmit
data in aippon Lif the claim)
and shall be accompanied by claimant's written siatemerit
that tlie!aajusiment claimedcOers all.known amounts to
which the cittimant is entitled as a ,result of said
occurrence or event All claims for adjustment in the
Contract Price shall be dcte�Fnined by ENGINMER iii
accordimcd with paragmph9AI if OWNER grid
CONTRACTOR cannot otherwise agree on Lhc amount
involved. No, claim for an adjustment in (he: Contract
Price will be vidid7if not submitted in accordance,with this.
pamnraph 11.2-
113. The value LA. any Work covered'iby a Change
Order or. of any 6laim foc aWadjustmem'iri•ihe'C6nuact
Price will be determined as rultows:
where the 1Vork:inv6Ived is covered by unit
ics contaificd in the Contract Documents. by
P �ati�vjn,bf'such unit paces ta"diii.quatititics of the
items -involved (subject to the provisions ,of
23
I
v
1
,paragraphs 11,9.1 through I i?9.3,.utclucive);
11.3.2. where the Work involved'is not covered.. V.
unit.pnces coitteined i. the Contract Documents, bya
mutually, agreed paymentlasis, tncluding,lump'stmt
(whichmay include an allowance •for overhead and
profit not necessarily 'in accoidimci'. with
paragraph 1 LU.
11.3.3 where the' Work involved is nut covered by unit-
-prices cokaured in the Commit Dpcirments and
agreement to a lump sum is .not reached under
' pate - ph l 1.3.1, on die basis of the Cost of theVork
(determined as piovided in.paragraphs 11.4 mid 115)
plus a CONTRACTOR's fee for overhead and profit
(determinedaspmvidedin paragraph 11.6),
' 'Cosi of Lke Ivork'
11.4. The term Cost of the Work means the- sum .of all
,costs nectua[ilyiricurred and paid by CONTRACTOR in
the proper perfarnnance of.the .Work. E;&ept as otherwise
may f c agreed to in writing by OVe1EK such costs'shall
'
be to amounts no higher than those prevailing. in the
locality of the Projcct shall: include only the fallowing
items'and shall not include.any of the costs itemized in
.paragraph l IS: "
t
11.4.1•Payroll iosts for employees,in, the direct
employ of co-NTiz.4CTOR,in the performance of the
Work under schedul.s of lob.elassifications:agreed
upon by OWNER arid' COYMACrolz. -such
employees shall include without lunita[ion
superintendents, foremen and other personnel
employed full-time at the site Payroll costs 'for
employees not employed •full time on the Work shall
tor: apportioned on the Nsis:of-th& time s3znt'dn the
Work: Payroll costs shall include butluat be limited to -
salaries and wages plus the cast of fringe benefits
'
which shall include social security ewitributions;
unemployr u6t, XC;tse and payroll' ttils, workeis'
compensation, health and•retiremrnt benefits: bonuses;
s:i4ay pay applicable thereto.
The e\pemnaa of performing Work rifler regular
working how-, on Saturday. Sunday or legal holidays,
shall be included in the above to the (!..saentauthorized
IV OWNTER.
11.4.2. Coat of all materials and equipment furnished
and inc irpornted in the Work Including costs of
transportation and storage thereof and Suppliers Geld
services required in connection therewith All rash
discounts. shall accrue to CONTRACTOR unless
01XNER deposits funds with CONTRACTOR with
which io make payments, in which case the cash.
discounts -shall akrue to OWNER. AdI trade
.discounts, rebates and relun ds and returns Gam wle of
surplus- metenals- and aluipmentshall accrue. to
OWNTT6h, and CON PACl'OR Shall make prm irons
so that the} m robe obLaineil.
11A.3. Payments .made by CONTP—AC'COR to the
.Subcontractors for kV&rk` pertbrmed'or •flutushed by
'
Subcontracors. ff required by- �OWIJER,
2FJCUC OE`?Eft:V: COUI)ITIO 'IYII!at 11'j'IU ErLdm}•
4
'
w/C7ll'OF FOftT COCLINS :�fOOIfiCA'rIONS (ItLwL;0aN1)
CONTRACTOR shall obtain competitive -bids from
Subcontractors acceptable to," •OWNIM ,and
CONTRACTOR and sha[U.deliver :suuch bids' to
OWNER who will thcndetermine;,with the'ailvice of
ENGIINEER. which Bids;, if any: will be accepted, If
any subcontract progides that the Subcontractoris to
be paid on the basis.of Cost of the Work plus'a'fee,
the Subcontractor's Cost of theWork and fee shall be
dctermuted'vt the same manner as CON€RACTOR's
Cost of .the Work aril' feat as provided in
p ragraphs t l 4 1 f3, l l 6 and 11.7. All
subcontracts shall brsubj set ti t} a oilier provisions uC
-the Contract.Docurnenrs ittsofar as applicable.
1 1.4.4, Costs of special consultants (including- but
not limited to engineers, architects, teffiIffi
laboratories surveyors; attorneys.tnd. accountants)
employed, for sciv'im specifically related to the
Work.
I t 4 5..'Supplementtil,costs irttaud ng.tlic following:
II_4:5:1'. "The pnrtion-of necessary
tratLsportauott trave and ailisistence-etpense_s at'
GONTI;ACTOR's cmploy_ecs incurred in
discharge of tunics connected with the Work
'Cost, including transportation and
maintenance. of ail mateillais, supplim
cquipniun machinery, appliances, atruee and
temporary facilities at the:site and hand tools:not
owned by the workcrs, %'hicl .imconsumed in the
performance of the Work, and cost less market
value of such items used but not gonsumc_d which
remain the property of CONTRACTOR.
11A5:3., Rentals of all construction
-equipment and niachincry'and the parts.thereaf
whether rented from C'ON€RA(70Rorothers -in
acccirdance with, rental agreements approved by
OWniER'with the a ter e of ENGINEEFt, and;the
costs of transportation loading. unloading;
utstallation.ismantling and removal ifiereof-all
m' accordimce %}ith terms of mid rental
'agreements The rental of any such equipment,
machinery or ptuts :shall ceasd when the -use
,thereof .is no longer necessary for the Work.
11.4.5.4. Satles:. curuumer, `use or similar tales
related .. to - the "Work and 'fix which
CONTRACTOR is liable, unposed by Laws and
Regulations.
11,4,5,5. Deposits_ lintfor causes other than
negligence of CON [ ACTM any
-Subcontractor or tmyone directly or indirectly
employed by`any{ of them. or for whose acts anv
ofthem may be'liable and ,ioyalty payments and
fees for prxmits:mid license$
I1 3:5:6. Losses and damages (and related
e:spenses),caused by damage io the Work, not
eompertsated by insurance orAhenvisc: susteintcd
by CONTRACTOR in connection teeth' the
I
' 3.2 The Work shall be Substantially Complete within 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 within 45 calendar
days of Substantial Completion.
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 sixty (60) 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
thirty(30) 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: One
Million Five Hundred Seventy -Eight Thousand and Nine Dollars and Thirty -Six
Cents ($1,578,609.36), 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
1 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.
Section 00520 Page 2
n
performance and f irrdsll ng of the Work. (except
1 15 > Costs., due to the negligence of
losv-s,anddamages within the deductible amountsCONTROR-
ACT arty •Subcontractor, or .anyone
raestablished by OWNER in
of proppeerty insurance, R
direcdy ordndrrectly employed by, any. of there ar fci
'
accordance with paragraph 9), provided thoy
.Whose ads•Any of themay mbe liable, including"bitt
have resulted frcause other causother than the
riot lined to, the correction of defeclAre Work,
nneeggligence of C0NTRA,CC'TOR,, tiny
disposal of materials bc'equipment. drandly supplied
Subcontractor, or anyone directly or indirectly
and making etrod anydamage to property:
.employed by any of them a for wtfose acts any of
them may liable. .Such losses shall [equate
Il'5.6. Other overhead or generalexpenir-costs_of
'
settlements made with the written consent and
any kind and the costs oC.any ite r6,nm specifically and
approval of OWNER No such Iixus, damages
a iessly'inctlidedin para_apji,ll,4.
and: expenses shall be includiid utjlie Coot of the
•Workfor the purpose of determining
14.6. The CONI'RACCTOR's ree ''Howid• to
CONTRACTORS fee. IC however. aniv such loss'
CONI TRACTOR• for overhead. and profit shall .be
'
or damage requires reconsvuccioxn and
detenntnedasriallow•s:
CONTRACTOR is placed in charge thercot.
CONTRACCOR shall be paid fur sm•ras'a'fee
1.1.6.1. winutually acceptable fixed,fec: or
proportionate to that stated in,paragraph l l a,2:
ll oa,�ifj Fixed fee is.nol_sgeed upom, therc.a fee
,
+I I.45.7: The east of utititica;'lucl and sanitary
based -ton the .following percentages of.thevarious
facilities at the site.
portions of.the Cost of . e Work:; "
I1.4 A.S.S. Nlimx expenses such as telegrams,
116.2.1. Cur _ costs- incurmd under
long dnsmnce telephone mIE telephone service at
pafgaphs l l 4.1: and I l'.il.:, the
,
the site; exprcssAgc.and similar petty wash items in
(ONT RAGE OR's ice shall he fifteen perecnk
-c rmectlen.with the Work:
I1,6_'2. For' costs incurred -under
I LA.5.9. Cost of premiums for additional Bonds
paragraph 11.4 3,•tlic CnNTRACCOR's.fec shall
and insurance rcyilired becdusa of chiaiiges at the
be Iiwe perc cftt;
'
Work.
I1_6 '2i_ where one or more tiers or
115'.. 'fhe tenii Castofthe,\Vork shalt not inelude any'of -
subiontracts.are on ttic basis orCost,oethe Work
the following,
plus fee anti no.fiwd rcc� is agreed upon, the
intent of paragraphs 1 I,i.l, 11,3 a 11 a,3 and
'
1.1.5,1: _ I?ayrall costs and other compensation of
116:2 is that the. Subcontractor who actually
CONTRACTOR's officers, ezet:utives, principals (of
pertixms,or furnishes the Work, at ?whatever tier,
partnership and sole .proprietorships);general managers,
iwill'belnil'afoeoftittecn,prrccntuFthecosts
engineers, architects estimators attorneys auditors;
marred by such'Subcuntracior under paragraphs
accountants; purchasing and contracting [gems,
I t,4.1 and 11,42 and that M higher tierLxpediteis,
'
expediters timekeepers, clerks and other personnel
Subcointradtor and CONTRACTOR Will each be
employed by CQNTTRACIQR whether at the site'or°in
patd.a Fa:-of-fivaparcmt of tlteaatoura-p0iii-f0'
CQNTRACTOR's principal or a branch office for
the-ne:ct-IowertierSubcronasetor; to be negotiated
.general administration of the Work and not specifically
in g_wd faithjvith the OWNER but not to exceed
included In the agreed upon sclieilnle_ of fob
five percent of the amnam paid to the next lower
dais[fi�: rions referral to in • paragraph 1 1.4-1 or
tier SulxQ r�traurx.
'
specifically covered by paragraph I I atl-all of which
are to be considered administrative costs covered by the
11.6,4. no fee shall be payable on the basis
CONIT2A\CTOR's fee.
orcosts itemized under.paragrnphs 114.4, 11.4.5
and' 1 I .S:
11:5-2. Expenses of CONTRACTOR's principal and
.branch offices other than COIv'flL4CTOR's office at
11.6.2.5. the,amount of credit to be allowed
the site.
by EONTRACfOR it; OWNER for any chttagc
which results in a nix decrease in cost will be the
115.3: Any part of COATRACTOR's• capitalamount
of thie:actual net.decrease in cost plus a
expenses. Including interest on CONTRACTOR'S
deduction in CONCRACTOR's fee by an amount
'
capital__ employed for the Work and charges ugainst
equal' to five Percent orsuchnet decrease; and .
CQNTILAt_TQR tbr,deliraluentpaymepts.
I I.6._:5. when born addiiioro.and credits are
Il%5.A: Cost of premiums foi,all Bonds -and for all
[mowed in any, one charge, the adjustment -in''
insurance whether or not CONTRACTOR is rewired
CONTRACTOR'S'fee shall 'tie cpmputed,on the
by the Contract Docununs topurchase and maintain
basis of the net change ui aceordance. with
tin same {cCcept for.thc Bost rf prcmiwis.crn•crcd by
paragraphs 11.6,2.1 throiuglij 1.6:13;.inclusive.
subparagraphi 11:4.=.� above).
-
1 LT, Whenever the cost of air• Work is to he
'
FJCDC fi6'NtiLiL CGNUIIIOhCi [91U-$, (t!9U EdBticnl.
35
x/ CITY OP POtiT CV LLI NS \IODII•lL'AIIONS'rRGV JCENIa{
'
1
I
1
I
1
[]
I
I
u
deteruinM -pursuant .io paragmphs ll t' sand 115,,
CONTRACTOR 'will establish and maintain records
thereof iri accordance with. generally accepted accounting
practices and submit.ih form acceptable to L•NG1231;ER an
itemized cost break town togelher.with suppott rig data
':Cash illIawances:
11.8:. It is understood that C0NI TPACTOR hay included,
in fire Coraract,.Price 'all allowances so.framed,in'the.
Contract'Documents andshall tvusajthe Workso'covered
toibe Co ittshed ac d! performed fur, such.sums as may lie
acrc*ablrto OWNFR and ENGLYEER CO1J'rR \CfOR
.agrees illat:
11,R.1, the allowances include the cost to,
CUNTRaCfOR (Icss any applicable trade discounts).
of materials andequipmem requircri by theatlowmrces
to lie delivered at the site.:andall 'applicable takes; aid
l lx_. CONTRAC.TOR's• costs ,for, unloading and
handling,on_the site labae: i nstallanon6osts; avertizad,
profit ind' �odior expenses d6ritemptaied for the
elloivances have been' included in the Contract Price
and not in the .allowances and no, demand for.
.additonal'.paynfent.onaccount ofhny�of the rforagoing�
will be,valid..
Prior to fired payment, an appropriate C ri fW Order will be
im-rued as rccdmm nded,hy FaMi(NMR.'to.reflect actual
amounts due CONTRACTOR on account of Work covered
by allowances, and the Contract Prior shall be
correspond uWJy adjusted.
l 1.9.. (InitPrrce tk"ork,
t 1.9.1. Where the Contract Documents pi&ide that all
or pan of the Work is tg7be Unit Price Work, initially
the Contract. Price will be deemed to include .for all
Unit. Price }Cork an amount.equal to the sum of the,
established unit -prices for each seperately identified
'item of Unit Price Work tines the�estimatcd,quantity
of each item as indicated iii the Agreement. The
stimmc*d quantities of items of Unit Prici, Work- are
not guaranteed and are solely for the purpose of
comparison of Bids and determining an initial Contract
Price. Determinations of the actual cloantrtlesand.
classifications of Unit Price Work performed by
CONTRACTOR will be made by E4G11i'MR in
accordance with pamgraph 9:10
11.92. Fach unit price will be deemed to include an
amour considered by COVTR.ACTORto xadequate
to cover CONTRACTOR's overhead and profit fur
each separately identified item ..
1d:93. MVNFR- or CONTRACTOR ;may make a
claim for an adjustment -in the Conrraa price; .im
accordance rithAntdn.l'l iti
11.93.1. the quantity. of an'y item.of Unit Price
Work performed 'by C N'TI -\CFOR differs
materially :and sisrilicantly From the a"stimawd.
quantity of such .item `indicated -in the .�rqenignt
j fi EJCUCULNER,kL CONIUMONS19 i11-a itylb 6r6ti 1
wi 01Y OF FORT COLD NS FtOOIFICAMNS (RLV t9a9a),
and
11.93.2. there is no corraponding adjustment
with respect to any'other dent of Work and
(179,33: if CONTRACTOR believes 'that
CONTRACTOR 'is entitled: to andircrease is
Contract Rice as.a result of having incurred
additional- c?ense -or OWNER believes that
OWNER' is eritilted lo,a decrease'm Coiltrxct. Price
aid tha'parttes are ;unable ,to ages as ;to the
,amount of xlry such irrttease or da-reasa
11:93.4. CONTRACTOR, acknowledges that
the OWNFR has the right to add or delete items in
the Bid or .change quantities rev OWNER'S-wlc
-discretion withoutaflectine the Contract Price of,
soy a aimnc, item -sit Inne as.thc.d coon or
xddttton dues not exceed ,twenty-five cercent of
the origi ial.total Contract Prue
.ART(CLE 12-CfG4VGE'OF GO`IT'Ri\CT TL\lES
111. The -Contract Times (or 1%, itesrones) may only be
.changed by .a Change Order or a Written Atnendmerit:
Any chum for. an adjirsuttbrit of the Contract Tinier (or
Mikstories).shall 'be based on wrimen notice delivered by
the Party making the .claim to th& other patty ,and' to
ENGINEER promptly (but in'no event later than thirty
days) after -the occurrence of the eve-nt,giving rise to the
claim aril staring the gencrtI ratuie of the claim, Notice
oCthe extent of the claim. with supporting data shall be
delivered' within sixty hays after such occurrence (uatm
ENI GINEER. allows additional time to, ascertain inure
accurate data in support .of "the ,claim) and shall ,be
accompanied by the claimant's written statementthatthe
,adjustment claimed is the enure adluvttneni to which the
claimant has relson to believe it is emitted is a "result of
the occurrence vf.siid event. NI claims for adjwtmrnl in
the Contract Times (or IvIllestones)'shall be determined try
FNCiiNFER. in, accori<ince 'with. ,pamgmph9_1l it
OWNIM and CONTRACTOR cannot otherwise agree.
No, claim for an adjustment -in the Contract Times (or
Ivfrlcstones) (vill be valid if not submitted in accordance
with the requiramems'of this paragraph 12.1.
113. M time lan its stated in the Contmct Documents
are oC the esseertce of the.Aereeiriera
13:3. WherdCONTRACTOR is_ prevented from
completing, any pan of the. Work within the Contract
Times (or Xhlesiones) due:to delaybevond the control of
CONTRACTOR; die Contract Times (or XIilestbnes).will
extended in arnuurtL,quit_ to time lost due to such
delay if a claim is made therefor as. provided in
paragraph I? I. Delays , beyond the control of
CONTRACTOR,sliall mcludc, but not Fr lunited to, acts
or neglect by OWNER. acts or neglectof utility Owners or
other contractors p rFcvniing otherieork as contemplated
.by .Anicic1i; fires lloocls..epideniics abnormal weather
wnditiorm or acts of God, Deliys atirihutahte to and
I
I
I
within:the contiol,ofa Subc6nmactor of Supplier shall he
below shall :be paid as. 'provided in :said
&emed to:be delays within the-coniral of CONTRACTOR.
parapnp1h'lY9-,and
17.4. Where CONTRACTOR is pre4ented' from.
13,43;,as -otherwise •spncilicalIY 'piovided in the
'CUMPIeLfii..any part urihcWort within the rmtructTimes:
•Conirac.tDocumer4
(or Mdestones) due to delay hey6Iid ti-#,- control of both
&Wwm and cbNn;LA&oP_ an c.,denson of the
13.5;, Af Laws .c;rRegtlationsof.anvpublic b'ody having
Contract -Times ,(or Nfile-stones) roan amount equal to the
-jurisdiction roquiIeany Wofic (or part iheracit) spccifically
dine lost du4:;to*such delay shall be C(:N -MC-TOR!s sole
to be iinspected. tested or, approver) by,an,cmoloyec:.br
�undl exclusive iemcdy�'for such delay. Irmo event shall
other reprmentative,of such 1p6bifc body: COMACrOR
OWNIM,be liable to CONTRACTOR, aHy'Scib6bnnctor,
Aiall a&suinc full responsibility 'for aUyiiging and
may Supplier s4pplier. any other person or -organization. *or,to any
obiaimn6 wch'inspeclioru, tests or approvals, pay all costs
area"; for employee or -agent of tiny of them'for
:in danhedum, therewith, and furnish ENGINEER the
darrages'a . rts. u,� - out 6f or resultim frt�)runt(1) delays caused
icquircd Ccrfilicates of , mLspc'u'Limerr approval:
by or within die . control,. .
of the -CONTPACrOP, or
CbN*rRAGTOR_sha_lI!aM be responsible for,arranging
(u) delays beyond the c6ritiol of both patties including, (tut
dut anbbrainji* aiid'shalll pay all cam. in connection' with -
not UmAcd to, - arm _flood-�, epid e - to I im abnormal , weather
or
an r y ups tests approvals rt-tluirLd For , OWNERs
conditions, acts of God or acts ornqglcct by L"ity,owners
'pections.,
ihd,Ei4"GfNFFR's accepncco materials ta f orequipmcatu
err other ecntr�ac.,torsperfam�.igother work asdantximouted
be incorporated In Lhe�%)rk..or of designs,
by 7,
or equipment submittedFor -approval' prior to
CONTRAOTOR's -purcfiasc,thcre6f for incorporation in
r i c t, b -T EX t S AN) EMPECTIbNS;
CORRECTION, REVIOVAL'OR ACCEMUNMOF
i,3.6: if anv•Wark(or-the*w4l; 6f othrs)•tha is to be
I .
D F7- -E C71 VF� WORK
inspectecL t csted or approved 'is 'covered by
CONMZACTbR: without %�Titten cohCurTcnc& af
INGINFEV, it must; if, requested by F.LNGINFER- be
uncaveredfor observation.
U L Notice of Defecis;
13:7. Uncnvciing� Work as provided in paragraph 13,6.
prompt notice of all &feedve Work of which OWNER, or
shall J-n at 'CONTRACTOWs- expense unless
ENIJINFFR. have actual knowledge will be raven to,
-rejected,
CONTRAcrOR hhA g!ivcn EN'GINFER timely notice of
CONTRACTOR All defective Work may - bv
CONMACtOTs.' intention to cover -the same and
corrcct6c[ ouaccepted as provided in this. .Artic1c,j i_
1,-1-NG[1NUFR has not acted vAth.reasomble promptricss in
�'sponsa to such notice:
Accesgtn Work.-
11acm-e7ing Mork.*.
13;' 'OWWER. LNGMIM-R. ENGIINEERs Consultanlsq;
other representatives and personnel of OWNER,
t3:8; frany Work,:.is covered contrary to,the written
cif by
independcraimiiiiabc - rmorics and governmental agencies
request of ENGDTIMP, it must, requested
with J - or . isdictional irilerests will have access to the Work at
12IOIN MR, be une6veied for -ENGINEER's observation
reisbmble�tirries for ;their o6samion, inspecting and
and replaced at CON-17RACTOFes expensd.
testing. CON-rP-\(:TE)R shall provide them proper and
:safe conditions Car such access and':advise them of
13A If FNIGrNTERrconsiders it necessary or advisable
CONMICTOR's su�..-_�alevy p"edures and programs so
that covered Work be observed b%, MqGLN=R or
may
that they V Comply ith as applicable:
�
inspected or 'tested by 6theis. CONTRACTOR, a(
EINGhNEm's request "H uncover, expose or otherwise
Tesrs and Inspectiqns.-_
- make available lie observation inspection or testing.as
LNGINEER may retluire-, that portion of the Work in
133% CONTRACTOR shall give ENTGFTN =— timely
question. Rintishind all labor, material and
ections, pections.
notice of resets - of the Work for Hit requited insp
-or,
equipment- H it is found that- Work is rkrective,
tests approvals, and shall cooperate with inspettion and
COWIZACrOR shall Pay. all 6iMS, oQSIs, losses nod
'tasting personnel to faciliLite.reqtiired.inspections or tests-
damages caused by arising out of or resultihfrom such
unouverin_ cxpvure; obscrvation, inspection and testing
13A O"iFM shall employ and pay for the services of
and of satisfactory replacement or reconstruction -
an -inclecn dent testing laboratcq to perform all
(including but n&t limited to all costs of repair or.
inspections, tests, or'approvils required by° the Contract
replacement tit work 61, cxhers); and OkV\T-Rshall be
Document3except:
entitled to an. appropriate decrease- in the Contract: Pilce,
anct. it the *tits are unablC, to agreeua to the amount
13A 1, Ian 'inspectiore-Acm-Pr approvals covered
tficrcot_ may rnake'a claim therefor as�providcdin
'by paragraph 1-3.5 MON'r.
Article 11, If,, However, such Work is notfound to be
shall be allowed an mcrc. u.m
13A.?131 Lhat,vosts uwuu�d in connection %viih tests
the Contract Price oran extension,oc tie contraet `rimer
or r inspections _�&nddc ad'.purm am to paragraph 13.9
(of �MdLit6nes), or both, direct" " ann . bU ' t, Lble * to ' such
.EX_Dc a LNEF-ILL POND I -I`1.OYS 19 IQ -8 (i990 Ed I im 1
27
,V OTY Of FORT COLLINSMODIFICATIONS (REV,W000)
I
[1
7
1
1
iuicovering, egm7ire, observation, , inspectiort testirtg;
'replaceW ment and �recorscltom- and,. if the .parries; ere
iimble. to agree as, to the amaum or extcint thereof,
CONTRACTOR may make a claim therefor as provided in
Aiticles 1.1 aril l?
, 0kVER Mgy'Stop!he (York:
13.10: [[the Worlds di%c'm'e," uiCONTRACCOIZ-faiCs
to, supply-suftibieiit slotted workers or suiiablc materials or
'eiliiipirient; err fails to furnish or perform the Work in such a,
tray that the completai Work will conCtxtti to the CoNiad
Doeumenu, OWNER magi order. CONTRACTOR to moopp
'the Work, or any portion thereof, until thc'cause for such
orderhas:been eliminated hcnvever, this tight of OWNER`
io`stop the Work shall not give rise to,any duty on the fA t
of OWNER to .�mcmise this right for rho benefit of
COT RACTOR or any surety or other party.
'C. emcdon or Removal of Defective 1Vark.'.
''13.1.1. -If niquired liy;F.NGINE;ER,.CONTRACTOP%hall
.promptly,. as directed either correct all defective Work;
whether or not fabricated, installed or compfeted, or, if the
Work has been rejectcd by FNGf NFER, removcit from the
.site and replace it with- Work that is notL.jt _ crcYive.
CONTRACTOR shall 'pay all claims, costs losses and
damages "caused by or resulting from such correction or
removal(including but not limited to all costs of repair or
replacement of work of others).
13.12.. Cor aeon PeHoek
1112.1: If withiri gne yea too veers after the date of
Substantial Completioncw such longer.p0riod of time,as
may be prescribed by Laws of Regulations or by the
terns of any applicable s*ial guarantee required by
the Contract Documents or by any specific"provision of
the Contract Dceanients, ary Work is found to be
defective. CONTRACTOR shall promptly, without cost
to OWNER and inaccordtince with OW'NER'i written
irsuuctiorvs:" (i) correct such defective Work, or, ifit has
been rejected by OWNTEK remove it from the site and
replace it with Work that is not defective, and (ii)
satistactordv correct or remove and, replace any damage
to other Work orthe work of others resulting lherelrom.
If CONTRACTOR does not,pioniptly comply with die
terms of such insuuctionsr or in an emergency where
delay would cause serious risk of loss or damaee,
OWNTER may have thedfacrrve Woo: corrected or the
rejected Work removed and replaced and all 6tims,
costs, losses anal damages caused by or resulting from
such removaland replacement (including but not.
limited to all costs.of repair or replacement uf'work of
others).%%ill be paid by".CONTR ACTOR
1112:2, In special circumstances where- a particular.
item of equipment is placed in continuous .service:
before Substantial. C, mplctiom of all the Work Ilse
correction period Car that item may star' hi run from an
earlier date if so,provided in the Specifications or by,
'Written Amentlrncnt
11113: Wheredafacripe Work (and daninge to othcv
E7(:UCOE�.'Ei$:U: CONUITpty".I91 tut i i7YV Ec4tinr I
fix' a7Uhl"OG FOR'CibLLI[v$;llOU1RfG4'CtONS (f1Liy AC;IAAI)
Work resulting, therefroin) . tree ' been corrected
removed or_replaced•under this.pantg-aph:l3:l'„the
correction periodhueundcrwttk respect to such" Work
-wan lie tw.mded for an' aikhttmel period of.eaa year
two veers alter such correction or rr era"' I and
replacement has been satiSfiaorjly c oplered,
le mptance"ofDefeedveWork:•
13.13. A. imicad.ofrcquiring.correction orrcinavul and
'rapl'aceiimt. of defective Work OWNER Cand. prior to
.ENGCNEER's recammendatiwt'oC Gnat payment also
:ENGINEFR) prefers to accept jr, OWNER' may.do %a
CONTRACTOR shallpay All claims, costs, "losses and
dmmnges :atttibumble to O Wi FR : evaluation of and
determinatien,toeccept such dafacliva tVork (.auch,costs to
"be approved by h'NGLNEER as to rcawnableness). If arty-
such acceptance occurs' prior iNCEEF.R's-
recomn F.
recommendation of Cued paym cht, a;ChangtiOrderwill be
issued incorporating. the necessary revisions in. the
Comma Documems with 'respect to- the Work; , and
OWNER shii(Cbe entitled to an appropriate decrease.in the
Contact Pncc,,and if the'pardes arc unable to agree as to
the amount thereof, OWNER may make a claim therelor
as provided in Article 11. Ifthe acceptance occurs after
•sails rwommendatigr4 cot appropriate amount will lx:paid
by CONTRACTOR to OWNER-
OIIryER May Coireet Defective Work:
13.14'. If CONTRACTOR fails withina'reasoneble time
after written notice from ENGINEER to correct dafectn•e
Work or to remove and replace rejected Work as required.
by ENO INFFR in accordance with .pam¢ntph 13:1 l,.or if
CONTRACTOR tails to perform the Work in accordance
with the Contract Documents. or'if.CONTRACTOR fails
to iomply-with any other'provisien of the. Contract
;Da:unients, OWNER may: after sevendays' written
notice to CONTRACTOR, correct and remedy anv_such
deficiency, Ln eu;roising the rights and remedies under
this paragraph OWNER'shaU proceed expeditiously_' In
.connection with such •corrective and remedial action.
UWNEL2 may e:ccludeCUNTR•\CTOR front all'oc part of
.the site; rake jxomc&ion of all or pert of the Work, and
suspend CONTTL\CIOR's services related thereto, take
po%essiori of "CONTRACT.OR's tools, appliances,
construction equipment and machinery at the: site and
incorporate in the Work all maieriak and equipment
stirred at -die siteor for which OWNER has paid
CONTRACTOR but which are stored elsewhere.
CONTRACTOR .shall alltiv OW'N111R; OWNER's
representatives; agents and employees. OWNER'sother
contactors- and ENGhNEER and ENGDTEFR's
(?onsulianw .access to the site to enable "OWNER to
exercise the rich[% and remedies under this rvamgaph e111
claims, costs; losses and'damages incurred or sustamed' by
OWNER in exacising such rights and remed es will be
charged against CONTRACTOR' and a Cluinge Order will
be issued ,incorporating the .necessary revnsitms in the
Contract Documents Month respect to the Work:. and
OWNER_' ;hall be entitled to'an appropriate decrease inthe
Contract Price, and,if ihcpaitiis are unable to agroc'as to
the amount thereof OWNER may.makc a claim'd emfor
as provided in Article r'L1, Such. claims, casts, losses and
u
I
damages Will include but not be liiiiked to all costs of
repair or replacement of work of others destroyed or
damaged by correction, removal or replaceinem of
CONTRACfOR's deli ivv Work. CONTRACTOR shall
.rot. be allowed an c�irnsian of the. Contract- Tunes (or
-t\filestones) hecaui a of, any.. delay 'in performance-of,the
VVork xtiributable to:the e.xercLw by OWNM of O�VNERs
rights aril remedies hereunder
ARTICLE t4-PAYMENT'S TO'COhTRACTOR Ai\D
GOAPLETiOY'
..SekedLle 'of Values.
i4.1, *The -schedule of values. established as provided in
psiagntph,19 will serve as:the basis for progress payments
and will, 6c incorrppoarated into a font of.:applirauon for
Payment aaYptabte to Fr1GfNrEII2. Protgess paym cots wi
account or Ilnit.Price'Worktwill be based tin the number of
units'complctcdl
Applirntion for ProgreevPapmenL•
14:2. At lcast tt am, days before the date established to`
each. progress payment (but not more often than once.a
month), CONTR:\.GTOR stall wbtnil to MNOINEER for
row•iew,an Application for payyment filled 'out and signed by
COt in-,\C'I'OR covering tha Wort, completed as of the
date of. the Application and accornp.amed by such
supporting il&uincmadoin as is required by the Contract
Documents, 1f payment is requested' on the basis of
materials and equipment not incorporated in the Work but
delivered and suitably storednt.the site or at,another
location agreed to in Writing. the Application for Paymcint
shall also be accompanied-bya bill of sale, invoice sir other
documentation warranting that OWNTER has received the
materials and equipment free and clear of all Liens and
evidence tint,the materials and equipment are ooveied by
appropmale'property_ irnstuance and'other armngemems to
praea OVWi let's interest there'ut all oC which will be
satisfactory to Olt/',pER. The amount of rcmmage with
respect -to progresspaym eats twill be as stipulated iri the
Agreertient :\rri• Lmtlsthat ate•tvitinetd bi' the OIVNER
shall not be su6tea to subs[itiiuon bb the CONTRe\GTO[Z
with securities or anv arr,muements imolvinu an escrmv or
cus[odiimsfu��y erei:utirryl}te a--policatiori far payment
form the.CONTRACTOR expressIv waives:his rielit to the
benefits of -.Colorado Revised Statutes, Section ^4-91-101,
et Sea:
COAT&4LTOR's Mtrrarry of Title.-
14:3_ CONTRACTORwarrants and.glt irantees that title
to all Work, materials and equipment. covered by any
Application for Payment, whethermcurpuritW in the.
Project or nog will pass to.OWNER.no later than the time
of payment free and clear of all Licas•.
. Recinv gf,4ppltcariotn for Progress Pa} nient:
14.4. ENGNEER will, within tcn days.after reccipt of
eacli Application for payment either.ii?dicate in writing a
mconimendation of payntient and preserit the Application
to, OWNER; or return the Application to CONTRACTOR
:inditatatg in writing ENGLNM's reasons fur refusing to.
recommend.paymeM' In t}ie tatter casy,'CONLRACTOR
may make the necessary corrections. and resubmit the
,Vflicatton, 'Ten days after presentation `of the
Applicationfor payment tq•OWN9 with INGNMERs
recommendation, the amount recommended will (subject
to the pro" lions of the last sentence of paragraph' 14.D
become due an,'l Am due Will be•paid byOWNER 'to
CONTRACTOR
14.5, ENGINFF.R's recommendation of any payment
requested in to Application' feu payment will constitute a,
representation by ENGQJFER to OWNER. Based. on
.(INGINEER's on-aic observations :of the ericcuted Work
as tm experienced anal.qualified' design,proresiional',and an
ENGWEWs review of theApp fication for Pavmcnt.and
the accompanying data and'schedules, that to,tlu:'best of
FNGMER's kncwledgc, information and belief:
'14:5:1_ the 'lVprli has progressed: to- ;the point
iridicziwd,
14.5Z the quality of the Work is generally in
accordance with the ;Contract Documents (sulijea to
an evaluation or the Wcrk as a functioning whole
prior.to or -upon Substantial Ccimpleticn, to the results
ol:any subsequent tests clIlled fior in the Contract
Ductimenns;,to a final deter ination of quariiities and
•classifications for Unit Price Work under
paragraph 9.10, and to any other qualilicatiorts:iWed
in the recommendation), arid
14,53..the " conditions precedent to
CONZ M,KCTOP:s being entitled to stich payment
appear to have :becn - fiiltillcd ,insofu as "'it *.is
.L IGLNEER's responsibility to obseivethc,%Vbrk.
However: by recommending any such payment
ENGLNEER will not thereby be dceff& to kwe
representeil that: 6)-cxaustive orcontinuous on -site
inspections have been trade to check tlne quality ' r, the.
quantity " of the Work hgyond the resp.0jnRibttres
specifi nUy assigned N; FNGLNEL•R in the. Conuact
.Documents or (ii) that there m ry net be.other matters or
issues between the parties that might entitle
CONTRACTOR to. be Paid additionally by OWNER or.
entitle OWNER to withhold payment to CONTRAC'T02
14.6. LNG12N ERN recommendmion of anv payment,
i ncluding.lirarl payment. stall not mean that FIv`GINEER
is responsible for CONTRAC.TORs means, .methods,
techniques, sequences or procedures of construction. or
.the safety precautions and programs incident thereto, or
for my failure of,CONTPACTOP to comply with Laws
aril Re lotions tipplii:ible to the furnishing or.
px:rlormance of 1Vork, , or forfatiuc of
CUNTR4CTOR' to perfot n or
f ins sh 1VoiiC i
accordancewiththe'ConwcfDocum nLc
14.7. ENGINEF,R may retuse to rmommend.tnc whole
or any part of.niny payment'I in ENGLNEER'S Upinian it
%would lie incorrect to make the representations to
[1
t
1
I
1
I
EKOCOENERAL CONDITLONy 1911F8 t1*1 Edlimi29
w/ CITY C1; f•ORT C•OLLI NS \[OUItl C.YrtON31 R6Y 4r U(J(l ,
D
11
Ll
11
L
OWNER referred tp.,in,parngmpb 13,5:.. ENGINEMmay,
also refise.to recommend:may such payment„or,becauseW,
subsequently- discovered evidence or the results of
sia*girent ugxcdons or tests: nullify, any'such payment
previoec usly rommended, to such ecteit. as may be
necessary.'. in &yGntE&R's a jnion to. protect OWNER
from loss because:-
14.7.1. Liie Nock is dejecOe; of completed tVorl has
bi:endm,ege dreyuiingcorrmtionorreplacement.
143?. the, Contract. Price has been .reduced by
:1Vrinen Ainendtiient or.C,hange F.hder;
14.7.3. OWNER 'has been required to. correct.
defective Work or complete Work, in accordutal vvit.h
paragraph 13:1'4.VT .
147:4: Ey\IGINEER hiss. utitual knowledge of the.
oeeurtcnec rot any, m of 'the, events enumerated in
,paragraphs t5 2. l through 15.2 4 iriclusiye,•
OWNER mayy^refuse to make payment of the.Full`amount
reootnmended by ENGiAEk bee use:
14;7.5; claims have been made agninat OWNER on
account of CONTRACT rOR's performance of furnishing
of the Nark,
143A liens have been'Gled Iin connection.wuh the
Work,except where CONCRAM'OR hasdelivered' a,
specific Bond satisfactory to OWNER to.secuie the
satisfaction and discharge of: such Liens,
14:7;7.. there are other items entitling OWNEM to a sct>
off against the amount recommended, or
14.7,8. OWNER has actual knowledge, of the
occurrence of art)' of the eventsenumerated in
pamgmphs 14,71 through 14;7.3 or, pumgmphs 15:ZA
through I il2A incluijavr
but OWNS-R. must give. C'ONTRACfOR immediate
written nonce (with a copy to ENGINEER) stating the.
reasons for ouch action and promptly pay CONTRACTOR
the ;mount so withheld or any adjustment thereto weed
to by OWNER and CONTRACTOR: when
CONTRACTOR corrects to OW NER's satistactiun the
reasons for such action_
S"hodariffid Completion:
I.4,s_ When cm,7R.AC'TOR.considers the entire Work
ready for its intended use CONTRACTOR shall nutify
OWNER and ENGINT-M in writing that the entire Work
is substantially complete (except for items specifically
listed by CONTRAC_TOR as inecmplete) emitrequest that
I1rC DEER issue a certificate of Substantial Completion
Within.a reasonable time theieallcr. OWNER.
CONTRACTOR_ and E lGMERshallmnkeaninspection
of the Work to determine the status of -completion. If
F31G[NEF.R does not consider the Work substantially
complete..ENGLVEER will' notify CONTRACTOR. in
writing giving the reasons therefor.. If MGINF.ER
FJCDCGENTR.j6 CONDI TONS 1910Y 09'la Eclidalt
30 i11 QTTOFFOIIT COLLL\SUODIFICATIONS UtEv&M0a1
considers the Work sulstaritially complete. SqQ r1YEER
will prepare and deliver IoOl4NERa tentative certificate
of Substantial' Completion which shall fi date of
Siibstanual'Completum There shell be attached to the
.ccr"ciite a+ tentative list of itemsto' be cotnpleted or,
coirectedbefore rfinal pay inent.OWNERshallhaveseven'
:days after receipt of the tentative certificate during which
'to -make written 'objection to. ENGINEER' as to, any
ptovistons of -the certificate_or':attachcd list. A. :after
caomadermg,suoh ob, iections:•ENGINEER Canuludes that
the Wort: is not substantially complete:'ENGLNEER will
within .Couiteen days �aftcr :submission of `the tenitive
certificate to OWNER notify CONTRACTOR in writing,
'statii19 tie reasons therefor.. IC after consideration. of
MNER's objections, LNOFINEER Considers the'We&
sulkatiaally complete, RI GCNEFR mill within .said
;rourteen days execute ;and deliver to OWNER and
CONTRACTOR a definitive cext dcate of Substantial
Completion "(with u revised.Centative list of items.to be
compicted'or eiorrcctcd) reflcctiiig such changes from the
tentative certificate as ENGINEER believes juslitie_d utter
:ibnsideration of any ci sec_ ors .frdni OWNER. At the
ume`df rkilivery 6f the tentative certificate of. Substantial-
Complattoii•.FTIGIABFR will deliver to Ok"I R. and
CONI RAC MR a written recommendation as to division
of responsibilities "pending final payment between
OWNER. and CONfR�C'I'OR with respect'to security,
operation, safety, maintenance, heat, utilities, insurance
Mid warranties .and .guarahtees: Unless OWNER and
CONTRACTOR agree otherwise in writing andso inform
ENGINEER in writing prior to ENGiNEER's issuing. the
-dctinitive certificate of Substantial Completion,
ENGIPIEER's aforesaid recommendation will ;be.bindng
on'OWNER and CON RACTORuntilfinalpa}mtcnt
14,9,OWNER shall hnve' the right to exclude
COM'KAC'TOR from the Work after the dated
Suhstaiaiti Cinipletiou., but OWNER shall. allow
CONTRACTOR reasonableaccess to complete or correct
items on the tentative list.
Pardal Utilization:
14.10Use l* OWNER at QWNER's option of any
sulistantially.enmpleted pan of the Work; which: (i) has
specifically been identified in the Contract Document,, air
(ii)`OWNER NEER ENGIand .CONTRACTOR adee
constitutes a separately functioning and us;ible part of the.
Work that can be used by OWNER for its 'intaxitid
purpose without significant interference %with
CONTRgCTOR's performance of the remainder of the
Work; may be accomplished prior to Substantial
Completion of all the -Work subject to the Collowins:
I4. lt):EOtVNE[t -at env' time may •request
COAT[LACTOR in writing to permit OWNER to use
any such pan of the Work which OWNER•beheves to
be ready 'for its intended use and substantially
domplete: If CONTRAd'OR agrees that such pait of
the Wove is substantially wmplett CONTRACTOR
will cetify to OW7vER and LNGLNEER that such
fxir of the Work is substantially complete and request
'ENGINEER to issue "a certificate. of Substantial
Completion for that part of the Work.
I
CONTRACTOR'at.any time maynotify OWNE-R and.
Er IGENEER,in writim that CONTRACTOR considers
any such part. of the Work -ready for its-imended use
afut substafaially complete and request ENG11 to
issue a certificate of'Stibsiarttml Completion for. that
part of the Work. Within a reasonable time after either
such request, OWNER CONTRACTOR and
uNGMER shall male ah inspection of'that port of
the Work.to•determine its. status of completion. If
R4024EER does trot consrdcrahal part of the Work to
lx substantially complete. ENGLNUR wll .notify
OWNER and CONTRACTOR an wriW16 giving the
reasons therefor. I C ENGINEER consulers'•fhat. partof
the Work to be substantially complete; the provisions
of parsgmphs 14.3 and 14.9 will apply with respect to
certification of Substantial Completionof that part of
the Work and the division of resp msbility, in _respect
thereof and access thereto.
14JO-2. No occutnncyor separate opcmfiat of part
of the Work wifl.be aioofnplished pritivto compliance
wilh.the. requiraaents of'paragraph 5.15�in respect of
property u1suiance.
iInaf Inspection:
'14.11. Upon written natice from (:ONTRAClfOR that the
•entire Work or an agreed portion thereof" is complete,
INGLEM? will -make it Toad inspection with.OWNER
and CONTRACTOR' and will notify CONTRACTOR. in
µrio. of.nll!particulars in which this inspecnon..reveal%
that the W irk is incomplete or rkfktive. CONTRACTOR
shall immediately taste such measures as are necessary to
cotiiplctesuchwork.of rcmcdysuch deficiencies:
.Final: I pIdication fpr PuVntent:
14.12. After CONTRACTOR has completed all such
corrections tti the satisfaction of LNG [DIEER,and delivered
in accordance with the Cxntrac[ Documents all.
mains annnce :and operating instructions, schedules,
guarantees, Bcnds, certificates or other evidence of
insurance required by paragraph 5.4, certificalcs. of
inspc tioi, marked -up record documents (as provided in
paragmph6.19) and other documents, CONTRACTOR
may make application for Coral payment following the
procedure for progress payments.. The final Application for
Payment shall be accompanied (except as previously
delivered) by: (i) all documentation called for in, the
Contract- Documents, including but not limited to the
.evidence of insurance required by subparagraph54.13.
(u) consent of the surety. if any. to t-aual payment,. and
(iii)complete and legally elTectnve.releases or waivers
(satisfactory to OWNER), or all Liens arising out of or tiled
in connection with the Work. In lieu of such releases or
waivers. of. Liens and as approved by OW,IER,
CONTRACTOR .may Cornish receipts or, releases in full
:arid affi6vit.of CONTRACTOR.that: Q) lhe,releases and
receipts include all labur services, material and egwpmrnt
fur which a Lien 'could be fdnl. and (ii) all payroills,
material and equipaiem bills; and other indebtedness
connoted with the Work for which :OWN[�R or'OW� tER's
property might in any way be responsible havebeen paidot
mhenvisesatisFed lfanv'Julxontmctor er.Siq.plicr f¢ils
E1CDt QkZ,' ERALC'ONDITIONS, 190-9V*&tititnl.
col tlTY Or PORT COLLINS MODIFICATIONS iRLV-I;-0(MI
to fi inish .such' a release or, receipt iit, Mull,
CONTRACTOR may furnish a. Wind'•or other collateral
;satisfactory to OWNER -to ihdcmriifyOWNER'iat,�mst
any'Lten. Relcases cr waivers of liens and the.consent of
-the surety. toy finalize Pavmem we to be mbmiucd. on
fortis corifbrmin2 to the. format of the OWNER'S staodand
,forms bound in the Proiciti manual:
ibis! Payment atnd:4ccrpttiace:
14.11 [f. on the basis of EEGLN(EER`s dtisnrvatiort of
the Work duruig construction, and fu al rw7xctiar�. m d
'ENGINEER'S review of the.fiinal.Application-for Payment
and accompanying documentation .as .required by - the
Contract Dacuibents, .HNGINEER, is sarisfied that the
Work has titan completed. and CONT'.RACTOWs other
oblivations .under the Conti -act Docurnents Have been
fulfilled. ENGINEER will, within tat days aEtcf receipt of
the final Application for' laymen. indicate in writing
ENGINEER's rccommcndation of payment and present
the _Application twOWN-ERfor payment.. Au. the same
;time ENGLNFE -twill also-6q"ve written notice to OWNER'
.and CONTRACTOR that the Work is acceptable.subi.ect
to .the provisions of paragraph 14.15. Otherwise;
ENGINEER will return the A placation *to
CONTRACTOR; indicating to writing the nasons for
refusing to recommend final 'payment; in. which case
CONTRACTOR shall make the necessary corrcc6&3 and
resubmit Uig Application. Thirty days atter.preseutation to
OWNER of the , pplicauon' -and accompanying
documentation, in appropriate form .aad suhstance7 raid
with ENGINEF.R's recommendation and noti26 of
-accepuibility, the -amount recommended, by.EIGlN`nR
will' become due and will be paid by OWNER to
CONTRACTOR subiect to Wraeraoh 17 6 2 of these
14.14. IC through no fault,of CONTRUCTOR filial.
col letion of the Work is sigrtificamly delayed;and if
Hsi I(JUEER so confirms; OWNER shall„ upon receipt of
CONTRi1CTOR's. final Application fa Pinyment and
recommendation of ENGUEGR aril without terminating
the Agreement. make payment of the balance due fcirthat-
portion of'the Work fully completed. and accepted. I f.the
remaining balance to be held by OWNER. for ttiork not
fully completed or corrected is lesss than the. retaiauge
stipulated' in the Agreement, and if Bonds: leave been
furnished asrequired h paragraph SA!, the tvritteaconsent
of the surely to the payment of the balance due for that
portion of the Work rullycompleted and accepted shall be
submitted by CONTRACTOR to ENGINEER With the
Application for such puyntcnt Such payment shall be
made under the terms .and conditions governing fir4al
payment. cxcepU that -it -shall not curtstitute.a waiver of
claims:
Waiyei of Utdins
l -15,. The making and•accept mro of aanal payment will
ccinititirle:
14.15;I.a waiver of all.claims by OWNER against
'CONTRACTOR except, claims arising from
,unsettU Li nr; from &,ficrive Work appearing.rifter
31.
1�]
I
I
A
I
I
0
I
L'J
I
S
I
I
I
I
I
I
I
I
I
1
1]
firm inspection pu iiant to 0atngraph'14,I t, frcim
failure to comply with ihe,Ctmtraet.Documents ur,the
.terms ofany : special, guarantees specified therein, or
titm COtNTRACTOR's continuing ohliK4inwts units
the Contract Doctmten[s and
14.15.1'A ,waiver of all; claims by COArT'RACTOR
agrunst O\Wi ER other than those previously made in
writing and still uiusettled.
ARTICLE IS —SUSPENSION OF WORK ,k"
" 1':EILNIINA'I'IoN.
ow,vCR ltigi; Suspmd Work:.
15.1. At. an), time -and without. cause. OWNER, may
:stipend the Work, or any portion thereof fora period of not
more than ninety Jays by notice in. wrtttrigr to
CONT'RCC,'fOR and FNGINEER which ill fix the date
on which Wk e will to reswned. CONTRACCOIt,shiall
resume the Wort; on the date so 6sied CONTRACTOR'
shall bx nllowed.an adjustment in'the (contract Price or an.
�Wcnsion of the Contact Times, or bode directly
attributable to arty such su5pcnsitin if CUIvT[L\G'TOR
.makes an approved, claim therefor as provided in
Attieles l l and 12.
OW,VER ,tfay Terminate:
15.2: Upon the occurrence of any one or more of the
follo%Jing cvcttts:
f5,2.1. if.COwmI .fOR,pecsistently fails to perform
the work -.in accordance with -the Contract Documents,
(including, but not lunited to, failure'to supply sullicient
skilled workersor suitable materials or equipment or
failure to adhere to the progress i6hedtdeestablishcd
under parettmplt^_;9 as adjusted from' time for tune
purauantto paragraph 5:61p
15.2 1 if CONTRACTOR disregards ].caws or
Regulations of -,my public txxiy havipgjurisdictiorr,.
15.1J. if CONTRACTOR disreprds the authority d
ENGT. n-R_ or
I5:2.4. if CONCR\C:TOR othmvise viotntes in arty
substantial way any- provisions of the Contract,
Documents:
G),VNER may, alter civine CON -TRACTOR (and the
.surety, if an) seven days' written notice and to the extent
permuted by Laws and Rcgidations.Wrminatc the services
of C'.ONTRACTOR mk:luidc COIvTIZ:1CTOR from the site
and take possession. of the Work - and of all
CONTRACTOR's `tools, apoliances; construction
equipmatl and machinery atthe site and use the same to
the full extent they couldbe used by CONTRACTOR
(without f4lbility" to "CONTRACTOR for trespass or,
conversion), incorporate in the Work all materialsand
eyuipment.stored at the site or.for which OWNER' has paid
EXL)COE`iERALCONDITIONS, I`/@ tlJ`JU Editinli
.i? a7 C1lT OF FORT C'OLLI N96lOU«4CA'rlON5 (ItEV tR000)
CONTRACTOR but which are stored elsewhere, and
finish the NorkauOWNLRmay -deem e.,Tedient. In.such
.case CONTRACTOR shrill mvbe entitled to receive any
further payment until the Work is finished If the unpaid
balance of theContract Price exceeds all claims costs,
Inses and, damages sustained by OlV (ER arising out of
or resulting,from completing the Work such excess will Tx
paid to CONTRACTOR If such claim'& wsu, losses and
damages,exceed.such unpaid biUmce, CONTRACTOR
shill pay the dilTeresia to OWNER._ Such claims, cu"
.latszs and damages incurred;by OWNER will be reviewed
.by ENGINEER as to their reasonableness and ,w err so
,dpprcved� hY ENG W EEP' incorporated in Change Order.
provided ,that when excr6sirtg any rights or remedies
under this paragniph OWNER, shall rior be, required to
;obtainthe tol" pncc'f6r the Work perfomncd_
15.3. Where COYI'R'ACTOR's services have teen ,so
to mini ted by OWNER; the termirailion,will.-not atlect
any rights or rcmedies of OWNER. against
CONTRACTOR ,then c.iiswrg, or which may .thereafter
accrue. Arryy retention; or _paymient; of cnimeys due
CONTRACTOR by 'OWNER. will not release
CONTRACTOR from liability.
15.4. Upon- seven days' 'written_ nmico to
Coco-RAC.7rOR. :and ENGINFhR, OWNER, may,
without cause and without prejudice to any other right or
remedyof OWNEk elect to terminate the ercemem. In
such case, CONTRAC—.rOR-. shall he lnid (without
duplication of any'iterts):
15.4.1. for completed and acceptable Work executed
in accordance with the Contract Documentspriorto
the effective date -of termination. including fair :cod
masonoble sums for overhead and profit on such
1Vork;
15.4.2. for expenses sustained prior to the effective
date of termination in perfonn ng services and
furnishing labor. Materials or equipment as required
by the Contract Documents' in connection with
uncompleted_ Work, -plots Carr and reasonable sums for
overhead and prpt'n on such csparts ;
15.43: for all claims, costs, losses and ilamages
incurred in settlement of,terminated contracts .with
S61icommctors, Suppliers aril others. and
15.4A, For reasonable Gyh'nx directly attributable
to termination.
CONTRACTOR' shall -not be paid•cnaccount of loss of
anticipated protits or revenue or other -economic loss
ansing out of or resulting trim such termination.
C0rVT24CT0R relay Stop ;Vark.ur.Teiminater
15.5. 1C.throughnouctor fault o(CONTR.U.7OK the
'Work is suspendedfor a period of more than ninety days
by OWNER' or undo air order of'eourt or other public
authority, or ENGINEER fails to actonan\- Application
for Payment within thirty clays after it .is'submittal or
OWNER fails for thirty days to pay,CON`r.RA(TOR'ariy
11
:stini fiiaUv determined:to be due,,then CONTRACTOR'
mays upon seven .days' .written. notice 'to. OWNER .And
LNG NEEK and provided OWNER cur ENGINEER do not
.remedy such suspension or failure within the t. time,
ttnmi�te the Agreraient and recover from OWNER
payment on the same tams as provided in Otiragmph 15.4.
Li lieu of. termimatirtg.the Agrecmeni and without prejudice
'to any other rigJt, or ranedy, if LNGINEE R' has'Failed to
.act on an Application foi PaymcaNithin thirty days after it
.is submitted. or OWNER has failed for thirty days to.puy
CO'NITRACTOR any sum finally detamined. to' he due.
CONTRACTOR may upon seven days' wridert notice to
OWNER and ENGINEER stoup the Work until paymeiat of
all a" amounts due CONTRACTOR, including interest
thereat Tlie provis'rons:of this paragraph _15.5 -are. nor.
intended to preelade CONTRACTOR from making claim
under Aiticles. I I and, I^_ for an in_ crease in Contract Price
or Contract Times or othenvice for.equn"cs.or damage
directly attributable to CONTRAC-rOR•s stopping Work as
penmino bythispamgmpha
AIYCICLE 16=DISMT'E RESOLUTION
ff and to the aCtent that OWNER and Q.ONcT'R,1CTM
have agreed an the method and proc'edure•ifor resolving
disputes between them that may arise undeer diis
Agreemem,such dispute resolution methodandprocedure,
if any,:shall be as set forth in-ExhibAGIC-A, "Dispute
Resolution•.Veernent", to be attached hereto and made'a
pan hereof:. If no such aggtteemem 'on the method and
procedure .for resolvrrig such .disputes has been reached,
and'suhject to the provisions.of pamgmphs9,10. 9:11 and
9.12,;OWi4-ER and'CONTRACTOR may e-cercise such
rights.or remediesaseither:may othcriviW have under the
Contract Documents or by Laws or Regulations in respect
of any dispute.
ARTICLE 17-IN ISCELL VNEOUS
Giiiag,Varice:
17,1_ Whenever any provision of the Contract
.Documents requires the giving of written notice, &will be
deemed'to have bzen validly Ewen if delivered in person to
the individual or to a memtkr of the firm: onto an officer of
the corporation for wham it is intende L or if delivered at or
sent by registered or.ccrtilicd.mail,, postage prepaicL'to the
last business addresi known to thegnver of [lie; not ice:,
17.2. Contputatiomof Time:
17.2.1. When artyperiod of time is referred'to is the
Contract Documents by'days it will be computed to
ceclude the' first anti, inchude the "last day of such
.period if the last clay of any such peribd falls un a
Saturday or Sundry or on a da'v:madc a IcgaI holiday
by ihe.law of th applicablejurlsdktion such clay. will
be omitted from'the eomt utation.
-6JC.DCOE' MXL CONDMOM OW-3 U99V Etllicnl.
tit Clay OF FORT COLLI NS SIODIr4CATIONS (REV -1rWll I
17,2?. A calentler clay of iwent)--four huursmeasured
from midnight.to the next midnidavivill constitute: it
day'
Notice of Claim:
173.. Should OWNEiR.or CONTILaCTOR suffer injury
or damage t6 person_ dr .property because of .any error,
omrssiun.or act of ihaother party orofanyoC the:other
partys einptoyees`or aSdnts.or'olhers for Whose F=% the
other party is, legally hable„claun will be made in writing
to the. other parry within it reason,able time of the.'firn
obseryance of such injury, Or damage., The provisions of
'this -Cam— ph 1-7-3shallnot be consthted.as a sulstihae
.for or a wmvcr of the proviaions of any'applicshle statute
of limitations or rcpase.C'umulatire iZ mot es.
17A The duties and obligations unposed by these.
General Conditions and the ricjtts,and remedies available
hereur der _to .the parties heieto, and. in particular but
without hinimdan, 'the iv8rianties. •Suarantees and
obligatons _ imposed _upon, E°nNTRACT'OR' Mt
pamgmphs 6.12. 616, 5_30, 6:31, 632; 13, 1, 13 I2,'13114
14.3 and I5,'_ and.all.of the rights and remediesavailahic
twOWNFER and•F.NGINEER theremtiis, are -in addition
,to, and are ngt'to Ixt construed in any 'w�ayasalimitation
or any rights and remedies available.to any or all of them
which are utherwise'inposed or available by Laws. or
.Regulations by Tocial,warranty or guaramce or by other
provisions of the Contract Documents, and the provisions
of thus (mragraph -will be as• effective as if rcpk:tted
specifically in'the ContractDocuments in connocuon with
each panieular,dug-, obligatiog ripht and remody to which
they apply.
ProftWonal Feeland,CnuKCosa•Included.•.
173. Whenever reference is made to •'clauris, costs;
losses and damages",. it shall include in each case, but.noi
be tiun ited.to, all tees and charges of engineers; :architects•
attomeys and ,other professionals .and all court or
arbitration or other dispute. resolutioncosts.
17.G. The laws of the .state of Colorado appi) to fits
ALrseement ReCerern:e to.hvrtinent ColomcW st.'1t11te.S
are as follows
17.62. i(.a claim is filed OWNER is Emu ired by
taw (CRS 35-36407).to withhold frvm.all'naymems to.
CONTRACTORsufficient funds to insure -,[he
Cna ment of all claims for labor. materials, team hires
sustenance:"titovisi6m, nrovcrida. or other sutialies
used or consumed Iry CONTRACTOR or his
33
I
1
I�
1
L
EXDl; (iE`1taf k :'COUDITIONy:141INI j I M E(h6m)
34 W C11YOFFORT MULMMMODIHCATIONS(REV V4Jai)
1
'
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 5%
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
' 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
Section 00520 Page 3
I
(This page WLhlank inti666nalK-,)
I � I
,exacoki',EvoLcoNwnob
EITY or; FOALT
35
I
I
I
I
F
I
I
I
I
I
I
Ll
I
I
I
I
I
[I]
I
I
I
I
I
I
I
1
I
0
0
EJCUCUENEJc LCONDMONS OHM IMe(fidmt
a.':fi iiy C]ll'OFFORT COCLINS :MODIFICATIONS(ItEV IRNR11
0
EkMIT:GC-A "to.Generaf Gbndi ions
of the Construction Contract Between
OWNER anal CONTRACTOR
DISPUTE RESOLUT[ON AGRMULN,T'
.OWNER and CONTRACTOR hereby agree that
Article i6.of the Gcncal Conditions of the Construction
Contnici beween OWNER and cogrRAc_-rm is
amended to include the followistg agreementof the parties:
16.1. Al.claims,disputes and .other, matters in
question between OWNER and,CONCRACI'OR arising
cart of,orrelating to the Contract Iiocuments or the breach
'[Hereof (eicept for claims which have'bum waived t-ry tfic
making or acceptance of final 'payttient as provided by'
paragraph 14.15) .will tic .decided by aibitration in
:aceordance with the Construction lndvstry Arbitration
Rules of the American Arbitration Association then
obta r rs abject to the limitations of the Article 16. 'Chu
agnccrnent so to arbitrate and any other agreti»erit or
.consent to aibitratcentered inio.in accordance herewith as
provided in this ,Article 16 %;All'bc specifically enforceable
under the prevailing law.of any court' havi ng jurisdiction
16.3. No demand for arbitration of any claim, dispute
-orother matter that is required to be refcrrd to
ENGR,IEL•R initially for decision inalanc accoc with
paragraph 9_I I will Sc made until the earlier of(a) the date
on which ENGU�IFER has "rendered a written decision o'
(h) the thirty-firsfday after the parties hay.e.presented their
evderrce.to ENG[i EER if a written decisitvt has not been
rendcred-by FNGINFFR Before that date. No demand for
:arbitration of any.such claim. dispute or other matter will
be .made later than thirty days after• the date• on which
ENGINEER has rindcred a written decision in respect
thereof- in accordance with paragraph 9.1 h. and the failure
to demand,arbitration within said thirty clays period will
result rn.ENGUEER's decision Lying, final and'bindin'g
upuri OWNER and CONTRACTOR If CN"GlNa:R
renders a decision after' arbruation proeeedint shave,been
initiated such decision may be entered as evidence but w•ul
not supersde the arbitration procaedings, except where the
decision is acceptable to the parties concerned. No demand
for arbitration of any written decision of ONGINEER
rendered in accordance with paragraph 9.10 will be made
brier than ten days after the party making such demand has
delivered written notice:of intention to appeal as provided
in panigraph9_I 0. "
16.3. Notice or,the demand flu 5rhitration will be
tiled in writing with ,the other party to the Agreement and
-with the Ammcan Arbitration Association, and a cupy,will
be sent to ENGDIRER for information The demand far
nrbivatibn will be made within the thirty -day or ten -Jay
period SNUrCreil:in.paragrdph.il6rr ns.applicatile,.arril in=a11
other cases within a reasonabletimeafter the claim. dispute
onother matrer in questionhas arisen; and in no evict shall
any such demand be made after the date when instituticn of
legal or equitable proceedings based an such claim, dispute
,or other matter in question would be barred by the
applicable statute of lirnitauoim
EJCa7( ULNERAL CONDITIONS 19104 it 990 E,filiwi
car CITY OF FORT COLUSSMOfIITICATTO StRF.V 9,991
16a. Except as provided in paragraph 16-5 below,
no arbitration arising, out of or relating to the Contract
Docurmints shallinclude by. eorisofidation. joinder or in any
other manner any other ,person or entity (including
EIGWEERi ENONEERs Consultant and -the cif ins;
.directors; tii; ms, employees or consultants of'any.pf them),
who is not a,party to this contract unless:
16.4. L the inclusion of such other person or enti(y is.
necessary rf complete raticf is to be afforded umong,
those who are alregclyptutres to the arbitration, art4
16.4.2.such other person, or entity- is .substantially
involved in questiontof taw or fact which is common
'to thosmwho are already parties to' the arbitratianand'
which will:arise in §uch piaccedimm and
16.4.3. the written conseeftt of the other person. or
entity sought to be .included' and of OWNER :and
CONTR (-,rOR'his been obtained for such inclusion;.
which cgrtserit shalt 6ukc "specific reference: to thus:
paragraph. but no :such consent 3hull,constitute consent.
to arbitration at arty dispute noL"spccificall described'
,in such. consent_or to arhitration with tiny partynot
specifically identified insuch consent.
46:5'_ Notwithstanding. paragraph 16.4, :if a .claim,
dispute.or other_ matter in -question between OWNER and
CONTRACTOR involves the Work of a 'Sab:ontractor,
either OWNER or coN'FRAcro p may' join. -such
'Subcontractor as a party to the arbitration between OWNER
and CONTRACTOR "hereunder, COYIRACTO1i shall
include in all subcontracis recprited by pttagnph'6.1.1 a
specific provision whereby the, Subcontractor conscrits.to
being. joined in an arbitration bcnveen OW,,TER_ :and
CONZTR\CTOR 'involving the Worl oC such:
Subcontractor. Nothing, in this paragraph 16.5 .nor in. the -
provision of such subcontract consenting to joinder shall
create any claim, right, tv cause of,action in favor of
Subcontractor and against Ot%WER,. ENGINEER or
L'NGL�rEER's Consultants that does not odimcisa azigt,
16.6.. The award rendered by the arbitCutom will be
final, judgment may be cnteredupon it in any court haying
jurisdiction ' dtereoC and it will not be subject to
nalmli fi anion or appeal_
16.7. OWNER and CONTRACTOR agree that they
shall Fist submit :any. and all unsettled claims,
counterclaims disputes and other' matters in question
between .them .arising out of or relating to the Contract
13ucuments or the•breach thereat (,'disputes';)_to mediation
by .the American Arbitration Association tinder the
Construction Industry Mediation Rules of the American
Arbitmtion Association• prior to either of them initiating
agautsa the- other a demand -for arbitration pursuant to
paragraphs 16:1. through I6.6, unless delay in uauatirj
arbitration would irrevocably prejudice one.ofthe parties.
The respactiye thirty, and ten day time limits within :which
to Like a diinand fur,arbitration as. provided in paragraphs
16.2 and t'6.3 above stroll be suspended with rr_spcct' Lo a
dispute submittal to mediation within than: sank
applicable time'lialits and shall.rcmairtsuspended until ten
days after the Lr iination of the mediation The medmtor
of any:disputc sutmtitte lto mediation undcr this Agrceitent
shill not.serve as arbitratur-ofsuch dispute unless otherwise
aeieed.
riC-A l
U
0
0
I
I
11
1
LJ
1
I
I
i �I
0
U
I
a M.CIT c� cm, cmrnnnvs IFIC TION (PXVj p,ti
�w CITI'OF PORT COLLINSMODIFICATIONS tRLY 9)9J)
D
SE
0
SECTION 00800
SUPPLEMENTARY CONDITIONS
I
J
I
1
1
11
1
1
1
I
I
1
J
Ll
t
SECTION 00800
SUPPLEMENTARY CONDITIONS
Conditions of the Contract
These Supplementary Conditions amend or supplement the General Conditions of
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.
SC-5.4.8 Limits of Liability
A. Add the following language at the end of paragraph 5.4.8.
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
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
$1,000,000 combined single limits (CSL). This policy will include
coverage for Explosion, Collapse, and Underground coverage unless waived
by the Owner.
' 5.4.6The Comprehensive Automobile Liability Insurance policy will have
limits of $1,000,000 combined single limits (CSL).
' 5.4.9This policy will include completed operations coverage/product
liability coverage with limits of $1,000,000 combined single limits
(CSL).
SC-12.3 Add the following language to the end of paragraph 12.3.
Contractor will include in the project schedule zero (0) days lost due to
abnormal weather conditions.
1
t
lI
' Rev 07/08
Section 00800 Page 1
1
SECTION 00900
ADDENDA, MODIFICATIONS AND PAYMENT
00930Contract Change Order
00960Application for Payment
Rev 07/08
SECTION 00950
CHANGE ORDER NO.
PROJECT TITLE: 2011 Renewal - 6046 Concrete Maintenance Project
CONTRACTOR: Vogel Concrete, Inc.
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
\
-
-
\
ƒ
§(k§§
§A23§
zzzz
zoo z
zE2§e
/)c=G
.
)(\�\#
(<_ �f
<
3
WE
\
)
k
.
\
{
\
_
�_
e
2
\
`
%
\
k
(
(�
S
)
2
)
CL
\)
\\\\
)
-
<
CL
\
)/
._
)
/{L<
2
!
)
�o
,-0<0
e
§t
\LLJ \
3§
�a)
G(
-a
)0(U—
g�
_
e
e�
)2
7
()
))
$9§\G
5
±�
-
�e
o
eo
/
\
/\
0z
\/\})
<
)\
co
&
_
\
_
f
«
\
m
\
@
j
\\
<
(
}
)
6
//
» (
\
:
\\
\
a
-
k
§
j\>
\\
c
<-®
><
,±
mn
/${
}
2z
9
§7/
a
/j j
z
z
o//
LU
z
z
I
1
I
[1
1
I
1
1
I
[1
D
U N
LL a m
O
N 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 00 0 0 0 0 0 0 0 0 00 0
"0 O O O O O O O O O O O O O O O O O O O O O O O O O 0 0 0 0 0 0 0 0 0
eA eA eA eA eA eA eA 6-1 eff eA eA eff eA Ni eH eH fA FA eH G.i eR GA eA EA eA eA eA eA eA EA fA eA EA eA
d F w H
N
0 t N
in F- a
0000000000000000000a00000000000000
3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
p 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
� � EA E9 EA FA b9 fH FA fA fA EA fR EA EA EA ER ER ER EA EA EA EPr e» ery EA EA FA fH fA fA EA EA fA fR EA
N Q
Y CL
E w T
0o a
�0000000000000000000000000000000000
0000000000000000000000000000000000
E6�6'sov``c"to 6'``0'`e' s00'` ``64` V� ���"�6
O N j N Q
L a o 0
Z Y E > o
o m _a
F- 0 CL a Ci
QZ
UW 0000000000000000000000000000000000
J 2 ] O O O O O O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
. .
Q. } 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 0
dQ Ee»e» e» e»es�enes�etse» e» e»e»e» e»e»e»e»ene»enes>e»e»ene»e»e»e»e»e»e»e»e»e»
Q a Q) Q
a�
0 N C
O p L 0 T
�UF-2 a
-iz0000000000000000000000000000000000
�0000000000000000000000000000000000
. . . . . . . . . . . . . . . . . .
00000000000000000000000000000000000
Ee»enQllQ9, »ea en eses>e»e»U-,V), »V»0 »enene»e4e»e»0,03f t»enene»eaeaenene»
Q
U
3a
N
C
(n
z T
Z _
O m
p
Q
U 0
� J
Z y F-
O N 0
U � �
L
a�
-0 E E
is� Z
R
ro
a
0
rn
0
0
G
O
U
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,
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:
' 7.2.1Certificate of Substantial Completion
7.2.2Certificate of Final Acceptance
' 7.2.3Lien Waiver Releases
7.2.4Consent of Surety
7.2.5Application for Exemption Certificate
7.2.6Application for Payment
1
I
Section 00520 Page 4
i
a)
2
73
W
O-0
a
m
w
00000000000000000000000000000000000
(7
'Fa 0
�
�00000000000000000000000000000000000
O O O CD CD CD CD O CD o 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 00
0
¢
O (6
O (d
v).er»v)v, v> Hi e» v» t» v> e» v» v» u> e» E» e»
e»
v>
a
F-wF
o
N
T
U7 `
N
O
o o5 L
��
N
a
-i=000000000000000000000C)00000000CDo0o0
:3
00o0C00o00C)0Ci0i.0.00.00000C0C)CiO�OC 0.
O.
o
000000000.00.0.0.00.0.000.00000.0.00.0000.0.0o00
EA va EA EH v)vi vi fA va vJ va EA 4)6F3 vi vT 64 fAN VT 69 vs vs vs EA v)vl vs v)vT va 6'3 EA
694'T
N
¢
Ul
Y
O"
E
w�UF—
O
¢
�Ci0000o0000000000000000000000000000Ci
3
0 0 0 0 0 0 0 0 0 0 0 0 O CD O O CD O O O o O O O O O O O O CD O O CD
O
CD
a
o000000000000000000000000000000000oo
w
-a
E
e»6361feav3e»en61)wV)>0).V eV ElV�V»V�v16.161)w6ge9v+
O
aa)
(D =3
¢
w
a o
z
o
'5 .2
da
C!
Ua
�00000000000000000000000000000000000
J
N
c
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0
0
0
0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0
0
0
d
a
E
v> v> vi v> vJ v) v) vT U. v3 vJ vi 6- vi vi vi vi v> vi vi vi vi EAU-, vi &9 vi vi vi vi vi EA v>
v)
v>
¢`
E
¢
0
U L
N C
0— 0
C
00000000000000000000000000000000000
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0
0
O
O O O O O O O CIO 0 0 0 O O 0 0 0 O O O O O 0 0 0 0 0 0 0 0 v 0 0
0
0
¢
aj
'= U
�a
N
U)
C
�
W
0
N
(n
of
0
ww
J
Of
=
OF
O
C
U
F-
W
o
C7
J
W
Z
-
¢
2
(D
O
of
U
F-
Q.
aU
E
�
a
o7
Z
I
I
I
I
FI
I
1
I
I
I
I
I
I
i
0
0
000000000000000000000000000000000 0
0.0.0.0000000a.00.00000000000o0o000000
e
0000.066ci6600.000.00.0.0.0.000.00.0.0.00.0.0.00 LL
0 o
v C lt�
W @ L)
0 = N cl
-
¢ C LCl
n.0¢
0
0
0
m �
(0 N .O
Vl L U7
C F d
0
0
0
64
CD
CD
> o U N O
d
0
O
0
E»
J C
¢ N O
Of C C N
W f0 O U
_ >
¢ C N
}00-
OfZ>
02
(nU)
C
0
U
N
N
0
N N J
U �Q
O ? H
C Z O
N
E E
N �
= Z
a
I
2011 CONCRETE MAINTENANCE PROJECT
GENERAL REQUIREMENTS INDEX
SECTION
01010 Summary of Work
01040 Coordination
01310 Construction Schedules
01330 Survey Data
01340 Shop Drawings
01410 Testing
01510 Temporary Utilities
01360 Temporary Controls
01700 Contract Closeout
01800 Method of Measurement and Basis of Payment
9
PAGE NUMBERS
General Requirements 1-2
General Requirements 3-4
General Requirements 5-6
General Requirements 7
General Requirements 8-10
General Requirements 11-12
General Requirements 13
General Requirements 14-15
General Requirements 16
General Requirements 17
I
I
I
I
1
I
11
I
I
I
SECTION 01010
SUMMARY 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
I . 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
held 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 Mobile/Pager 970-221-6218
Kathleen Maddux 970-221-6615 Mobile/Pager 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 I of 17
d,
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) - 811
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: 225-411 l
Transportation:
Transfort: 22 l -6620
Traffic Engineering: 221-6630
END OF SECTION
Larimer County Sheriffs Department:
Non -Emergency: 221-7177
Ambulance:
Poudre Valley Hospital
Non -Emergency: 484-1227
Emergency: 911
General Requirements - Page 2 of 17
11
1
H
I
I
1
I
I
11
r
I
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.
3. 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 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:
I. Contractor and Superintendent.
2. Owner's Representatives.
3. Engineer and Resident Project Representative.
4. Traffic Control Supervisor
5. Others as may be requested by Contractor, Engineer or Owner.
General Requirements - Page 3 of 17
I
I
I
SECTION 01040
COORDINATION
C. Minimum agenda shall include:
1. Review of work progress since last meeting. ,
2. Identification and discussion of problems affecting progress.
3. Review of any pending change orders.
4. Revision of Construction Schedule as appropriate.
D. The Project Representative 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 4 of 17
I
I
I
I
I
I
1
I
I
I
SECTION 01310
CONSTRUCTION SCHEDULES
Ll 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.
I. 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 the complete work sequence of construction by,activity and location.
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 01340.
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 5 of 17
11
I
I
SECTION 01310
CONSTRUCTION SCHEDULES
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 6 of 17
I
I
I
I
I
I
I
I
I
I
I
i
t
SECTION 01340
SHOP DRAWINGS
Ll
SURVEY REQUIREMENTS
A.
The Owner will provide the construction surveying for the street and landscaping improvements. CitySurvey Crews
will perform the surveying required.
B.
The Contractor must submit a survey request form to the City Surveyors 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 be responsible for transferring the information from the construction stakes to any necessary
t
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
I
I
I
I
General Requirements -Page 7 of 17
I