HomeMy WebLinkAboutBID - 7664 FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD (2)SPECIFICATIONS
AND
CONTRACT DOCUMENTS
FOR
FOSSIL CREEK TRAIL UNDERPASS
AT TRILBY ROAD
BID NO. 7664
PURCHASING DIVISION
215 NORTH MASON STREET, 2ND FLOOR, FORT COLLINS
JULY 22, 2014 – 3:00 P.M. (OUR CLOCK)
Financial Services
Purchasing Division
215 N. Mason St. 2nd Floor
PO Box 580
Fort Collins, CO 80522
970.221.6775
970.221.6707
fcgov.com/purchasing
CONTRACT DOCUMENTS TABLE OF CONTENTS
Section Pages
BID INFORMATION
00020 Notice Inviting Bids 00020-1 - 00020-2
00100 Instruction to Bidders 00100-1 - 00100-9
00300 Bid Form 00300-1 - 00300-3
00400 Supplements to Bid Forms 00400-1
00410 Bid Bond 00410-1 - 00410-2
00420 Statements of Bidders Qualifications 00420-1 - 00420-3
00430 Schedule of Major Subcontractors 00430-1
CONTRACT DOCUMENTS
00500 Agreement Forms 00500-1
00510 Notice of Award 00510-0
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-A1 - 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
SECTION 00020
INVITATION TO BID
SECTION 00020
INVITATION TO BID
Date: June 24, 2014
Sealed Bids will be received by the City of Fort Collins (hereinafter referred to as OWNER), at
the office of the Purchasing Division, 3:00 P.M., our clock, on July 22, 2014, for the Fossil Creek
Trail Underpass at Trilby Road; BID NO. 7664. If delivered, they are to be delivered to 215
North Mason Street, 2nd Floor, Fort Collins, Colorado, 80524. If mailed, the mailing address is
P. O. Box 580, Fort Collins, CO 80522-0580.
At said place and time, and promptly thereafter, all Bids that have been duly received will be
publicly opened and read aloud.
The Contract Documents provide for the construction of Bid 7664. The Work consists of the
construction of a trail approximately one mile in length and completes a major connection
between two trail systems. The project crosses over different local and federal regulatory and
R.O.W. jurisdictions. These jurisdictions include the City of Fort Collins regulated Fossil Creek
flood basin, the Army Corp of Engineers, the E.P.A. and the City R.O.W. of Trilby Road. Many
separate utilities are either impacted or in the vicinity of the project limits. The project is funded
with City dollars as well as a Grant from Great Outdoors Colorado. There is NO Federal funding
associated with this project.
All Bids must be in accordance with the Contract Documents on file with the City of Fort Collins,
215 North Mason St., 2nd floor, Fort Collins, Colorado 80524.
The City encourages all disadvantaged business enterprises to submit bid in response to all
invitations and will not be discriminated against on the grounds of race, color, national origin.
A prebid conference and job walk with representatives of prospective Bidders will be
held at 2:00 PM, on July 10, 2014, in Conference Room 2D at 215 N Mason Street, Fort
Collins.
All questions must be sent in via email by July 14, 2014 to Jason Stutzman, Project
Manager at jstutzman@fcgov.com and copy John Stephen, Senior Buyer at
jstephen@fcgov.com.
Prospective Bidders are invited to present their questions relative to this Bid proposal at this
meeting.
The Contract Documents and Construction Drawings may be examined online at:
City of Fort Collins BuySpeed: https://www.fcgov.com/eprocurement
Bids will be received as set forth in the Bidding Documents.
The Work is expected to be commenced within the time as required by Section 2.3 of General
Conditions. Substantial Completion of the Work is required as specified in the Agreement.
The successful Bidder will be required to furnish a Performance Bond and a Payment Bond
guaranteeing faithful performance and the payment of all bills and obligations arising from the
performance of the Contract.
No Bid may be withdrawn within a period of forty-five (45) days after the date fixed for opening
Bids.
The OWNER reserves the right to reject any and all Bids, and to waive any informalities and
irregularities therein.
Bid security in the amount of not less than 5% of the total Bid must accompany each Bid in the
form specified in the Instructions to Bidders.
Sales Prohibited/Conflict of Interest: No officer, employee, or member of City Council, shall have
a financial interest in the sale to the City of any real or personal property, equipment, material,
supplies or services where such officer or employee exercises directly or indirectly any decision-
making authority concerning such sale or any supervisory authority over the services to be
rendered. This rule also applies to subcontracts with the City. Soliciting or accepting any gift,
gratuity favor, entertainment, kickback or any items of monetary value from any person who has
or is seeking to do business with the City of Fort Collins is prohibited.
City of Fort Collins
Gerry S. Paul
Director of Purchasing & Risk Management
SECTION 00100
INSTRUCTIONS TO BIDDERS
SECTION 00100
INSTRUCTIONS TO BIDDERS
1.0 DEFINED TERMS
Terms used in these Instructions to Bidders which are defined in the Standard General
Conditions of the Construction Contract (No. 1910-8, 1990 ed.) have the meanings
assigned to them in the General Conditions. The term "Bidder" means one who submits
a Bid to OWNER, as distinct from a sub-bidder, who submits a Bid to Bidder. The terms
"Successful Bidder" means the lowest, qualified, responsible and responsive Bidder to
whom OWNER (on basis of OWNER's evaluation as hereinafter provided) makes an
award. The term "Bidding Documents" includes the Advertisement or Invitation to Bid,
Instructions to Bidders, the Bid Form, and the proposed Contract Documents (including
all Addenda issued prior to receipt of Bids).
2.0 COPIES OF BIDDING DOCUMENTS
2.1. Complete sets of Bidding Documents may be obtained as stated in the Invitation to
Bid. No partial sets will be issued. The Bidding Documents may be examined at the
locations identified in the Invitation to Bid.
2.2. Complete sets of Bidding Documents shall be used in preparing Bids; neither
OWNER nor Engineer assumes any responsibility for errors or misinterpretations
resulting from the use of incomplete sets of Bidding Documents.
2.3. The submitted Bid proposal shall include Sections 00300, 00410, 00420, and 00430
fully executed.
2.4. OWNER and Engineer, in making copies of Bidding Documents available on the
above terms, do so only for the purpose of obtaining Bids on the Work and do not
confer a license or grant for any other use.
3.0 QUALIFICATION OF BIDDERS
3.1 To demonstrate qualifications to perform the Work, each Bidder must submit at the
time of the Bid opening, a written statement of qualifications including financial data,
a summary of previous experience, previous commitments and evidence of
authority to conduct business in the jurisdiction where the Project is located. Each
Bid must contain evidence of Bidder's qualification to do business in the state where
the Project is located or covenant to obtain such qualification prior to award of the
contract. The Statement of Qualifications shall be prepared on the form provided in
Section 00420.
3.2. In accordance with Section 8-160 of the Code of the City of Fort Collins in
determining whether a bidder is responsible, the following shall be considered: (1)
The ability, capacity and skill of the bidder to perform the contract or provide the
services required, (2) whether the bidder can perform the contract or provide the
service promptly and within the time specified without delay or interference, (3) the
character, integrity, reputation, judgment, experience and efficiency of the bidder,
(4) the quality of the bidder's performance of previous contracts or services, (5) the
previous and existing compliance by the bidder with laws and ordinances relating to
the contract or service, (6) the sufficiency of the financial resources and ability of the
bidder to perform the contract or provide the service, (7) the quality, availability and
adaptability of the materials and services to the particular use required, (8) the
ability of the bidder to provide future maintenance and service for the use of the
subject of the contract, and (9) any other circumstances which will affect the
bidder's performance of the contract.
3.3. Each Bidder may be required to show that he has handled former Work so that no
just claims are pending against such Work. No Bid will be accepted from a Bidder
who is engaged on any other Work which would impair his ability to perform or
finance this Work.
3.4 No Bidder shall be in default on the performance of any other contract with the City
or in the payment of any taxes, licenses or other monies due to the City.
4.0 EXAMINATION OF CONTRACT DOCUMENTS AND SITE
4.1. It is the responsibility of each Bidder, before submitting a Bid, to (a) examine the
Contract Documents thoroughly, (b) visit the site to familiarize himself with local
conditions that may in any manner affect cost, progress or performance of the
Work, (c) familiarize himself with federal, state and local laws, ordinances, rules and
regulations that may in any manner affect cost, progress or performance of the
Work, (d) study and carefully correlate Bidder's observations with the Contract
Documents, and (e) notify Engineer of all conflicts, errors or discrepancies in the
Contract Documents.
4.2. Reference is made to the Supplementary Conditions for identification of: Subsurface
and Physical Conditions SC-4.2.
4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder
that Bidder has complied with every requirement of this Article 4, that without
exception the Bid is premised upon performing and furnishing the Work required by
the Contract Documents and such means, methods, techniques, sequences or
procedures of construction as may be indicated in or required by the Contract
Documents, and that the Contract Documents are sufficient in scope and detail to
indicate and convey understanding of all terms and conditions for performance and
furnishing of the Work.
5.0 INTERPRETATIONS AND ADDENDA.
5.1. All questions about the meaning or intent of the Bidding Documents are to be
submitted in writing to the Engineer and the OWNER. Interpretation or clarifications
considered necessary in response to such questions will be issued only by
Addenda. Questions received less than seven days prior to the date for opening of
the Bids may not be answered. Only questions answered by formal written Addenda
will be binding. Oral and other interpretations or clarifications will be without legal
effect.
5.2. All questions concerning the scope of this project should be directed to the
Engineer. Questions regarding submittal of bids should be directed to the City of
Fort Collins' Purchasing Division.
5.3. Addenda may also be issued to modify the Bidding Documents as deemed
advisable by OWNER or Engineer.
5.4. Addenda will be mailed or delivered to all parties recorded by the OWNER as
having received the Bidding documents.
6.0 BID SECURITY
6.1. Each Bid must be accompanied by Bid Security made payable to OWNER in the
amount stated in the Invitation to Bid. The required security must be in the form of a
certified or bank cashier's check payable to OWNER or a Bid Bond on the form
enclosed herewith. The Bid Bond must be executed by a surety meeting the
requirements of the General Conditions for surety bonds.
6.2. The Bid Security of the successful Bidder will be retained until such Bidder has
executed the Agreement and furnished the required contract security, whereupon
Bid Security will be returned. If the successful Bidder fails to execute and deliver the
Agreement and furnish the required contract security within 15 days of the Notice of
Award, OWNER may annul the Notice of Award and the Bid Security of that Bidder
will be forfeited. The Bid Security of other Bidders whom OWNER believes to have
reasonable chance receiving the award may be retained by OWNER until the earlier
of the seventh day after the effective date of the Agreement or the thirty-first day
after the Bid Opening, whereupon Bid Security furnished by such Bidders will be
returned. Bid Security with Bids which are not competitive will be returned within
seven days after the Bid opening.
7.0 CONTRACT TIME.
The number of days within which, or the date by which the Work is to be substantially
complete and also completed and ready for Final Payment (the Contract Times) are set
forth in the Agreement.
8.0 LIQUIDATED DAMAGES.
Provisions for liquidated damages are set forth in the Agreement.
9.0 SUBSTITUTE ("OR EQUAL") MATERIAL AND EQUIPMENT
The Contract, if awarded, will be on the basis of material and equipment described on
the Drawings or specified in the Specifications without consideration of possible
substitute or "or equal" items. Whenever it is indicated on the Drawings or specified in
the Specifications that a substitute or "or equal" item of material or equipment may be
furnished or used by CONTRACTOR if acceptable to Engineer, application for such
acceptance will not be considered by Engineer until after the "effective date of the
Agreement". The procedure for submittal of any such application by CONTRACTOR and
consideration by Engineer is set forth in the General Conditions which may be
supplemented in the General Requirements.
10.0 SUBCONTRACTORS, SUPPLIERS AND OTHERS
10.1. Each Bidder shall submit at the Bid opening to OWNER a list of principal
subcontractors he proposes to use in the Work. Refer to Section 00430 contained
within these Documents.
10.2. If OWNER or Engineer after due investigation has reasonable objection to any
proposed Subcontractor, either may, before the Notice of Award is given, request
the apparent successful Bidder to submit an acceptable substitute without an
increase in Bid price. If the apparent successful Bidder declines to make any
substitution, OWNER may award the contract to the next lowest responsive and
responsible Bidder that proposes to use acceptable subcontractors.
Subcontractors, suppliers, other persons or organization listed and to whom
OWNER or Engineer does not make written objection prior to the giving of the
Notice of Award will be deemed acceptable to OWNER and ENGINEER subject to
revocation of such acceptance after the effective date of the Agreement as
provided in the General Conditions.
10.3. CONTRACTOR shall not be required to employ any subcontractor, supplier or
other persons or organizations against whom he has reasonable objection. The
use of subcontractors listed by the Bidder and accepted by OWNER prior to the
Notice of Award will be required in the performance of the Work.
11.0 BID FORM.
11.1. A copy of the Bid Form is bound in the Contract Documents which may be retained
by the Bidder. A separate unbound copy is enclosed for submission with the Bid.
11.2. Bid Forms must be complete in ink or typed. All lump sum prices on the form must
be stated in words and numerals; in case of conflict, words will take precedence.
Unit prices shall govern over extensions of sums.
11.3. Bids by corporations must be executed in the corporate name by the president or a
vice-president (or other appropriate officer accompanied by evidence of authority to
sign) and the corporate seal shall be affixed and attested by the secretary or an
assistant secretary. The corporate address and state of incorporation shall be
shown below the corporate name.
11.4. Bids by partnerships must be executed in the partnership name and signed by a
partner, his title must appear under his signature and the official address of the
partnership must be shown below the signature.
11.5. Bids by joint venture shall be signed by each participant in the joint venture or by
an authorized agent of each participant. The full name of each person or company
interested in the Bid shall be listed on the Bid Form.
11.6. The Bid shall contain an acknowledgement of receipt of all Addenda (the numbers
of which must be filled in on the Bid Form).
11.7. No alterations in Bids, or in the printed forms therefore, by erasures, interpolations,
or otherwise will be acceptable unless each such alteration is signed or initialed by
the Bidder; if initialed, OWNER may require the Bidder to identify any alteration so
initialed.
11.8. The address and telephone number for communications regarding the Bid shall be
shown.
12.0 BID PRICING.
Bids must be priced as set forth in the Bid Schedule or Schedules.
13.0 SUBMISSION OF BIDS.
13.1. Bids shall be submitted at the time and place indicated in the Invitation to Bid and
shall be enclosed in an opaque sealed envelope marked with the Project title, Bid
No., and name and address of the Bidder and accompanied by the Bid Security,
Bid Form, Bid Bond, Statement of Bidders Qualifications, and Schedule of
Subcontractors as required in Section 00430. If the Bid is sent through the mail or
other delivery system, the sealed envelope shall be enclosed in a separate
envelope with the notation "BID ENCLOSED" on the face of it.
13.2. Bids shall be deposited at the designated location prior to the time and date for
receipt of Bids indicated in the Invitation to Bid, or any extension thereof made by
addendum. Bids received after the time and date for receipt of Bids will be returned
unopened. Bidder shall assume full responsibility for timely delivery at the location
designated for receipt of Bids.
13.3. Oral, telephonic, telegraphic, or facsimile Bids are invalid and will not receive
consideration.
13.4. No Bidder may submit more than one Bid. Multiple Bids under different names will
not be accepted from one firm or association.
14.0 MODIFICATION AND WITHDRAWAL OF BIDS.
14.1. Bids may be modified or withdrawn by an appropriate document duly executed (in
a manner that a Bid must be executed) and delivered to the place where Bids are
to be submitted at any time prior to the opening of Bids.
14.2. Bids may also be modified or withdrawn in person by the Bidder or an authorized
representative provided he can prove his identity and authority at any time prior to
the opening of Bids.
14.3. Withdrawn Bids may be resubmitted up to the time designated for the receipt of
Bids provided that they are then fully in conformance with these Instructions to
Bidders.
15.0 OPENINGS OF BIDS.
Bids will be opened and (unless obviously non-responsive) read aloud publicly as
indicated in the Invitation to Bid. An abstract of the amounts of the Base Bids and major
alternates (if any) will be made available after the opening of Bids.
16.0 BIDS TO REMAIN OPEN SUBJECT TO ACCEPTANCE.
All Bids shall remain open for forty-five (45) days after the day of the Bid Opening, but
OWNER may, in his sole discretion, release any Bid and return the Bid Security prior to
that date.
17.0 AWARD OF CONTRACT.
17.1. OWNER reserves the right to reject any and all Bids, to waive any and all
informalities not involving price, time or changes in the Work, to negotiate contract
terms with the Successful Bidder, and the right to disregard all nonconforming,
nonresponsive, unbalanced or conditional Bids. Also, OWNER reserves the right to
reject the Bid of any Bidder if OWNER believes that it would not be in the best
interest of the Project to make an award to that Bidder, whether because the Bid is
not responsive or the Bidder is unqualified or of doubtful financial ability or fails to
meet any other pertinent standard or criteria established by OWNER.
Discrepancies between the indicated sum of any column of figures and the correct
sum thereof will be resolved in favor of the correct sum.
17.2. In evaluating Bids, OWNER will consider the qualifications of the Bidders, whether
or not the Bids comply with the prescribed requirements, and such alternates, unit
prices and other data, as may be requested in the Bid Form or prior to the Notice of
Award.
17.3. OWNER may consider the qualification and experience of Subcontractors,
Suppliers, and other persons and organizations proposed for those portions of the
Work as to which the identity of Subcontractors, Suppliers, and other persons and
organizations is submitted as requested by OWNER. OWNER also may consider
the operating costs, maintenance requirements, performance data and guarantees
of major items of materials and equipment proposed for incorporation in the Work
when such data is required to be submitted prior to the Notice of Award.
17.4. OWNER may conduct such investigations as OWNER deems necessary to assist
in the evaluation of any Bid and to establish the responsibility, qualifications and
financial ability of the Bidder's proposed Subcontractors, Suppliers and other
persons and organizations to do the Work in accordance with the Contract
Documents to OWNER's satisfaction within the prescribed time.
17.5. If the Contract is to be awarded, it will be awarded to the lowest responsive and
responsible Bidder whose evaluation by OWNER indicates to OWNER that the
award will be in the best interest of the OWNER. Award shall be made on the
evaluated lowest base bid excluding alternates. The basis for award shall be the
lowest Bid total for the Schedule or, in the case of more than one schedule, for
sum of all schedules. Only one contract will be awarded.
17.6. If the Contract is to be awarded, OWNER will give the Successful Bidder a Notice
of Award within forty-five (45) days after the date of the Bid opening.
18.0 CONTRACT SECURITY.
The General Conditions and the Supplementary Conditions set forth OWNER's
requirements as to performance and other Bonds. When the Successful Bidder delivers
the executed Agreement to the OWNER, it shall be accompanied by the required
Contract Security.
19.0 SIGNING OF AGREEMENT.
When OWNER gives a Notice of Award to the Successful Bidder, it will be accompanied
by the required number of unsigned counterparts of the Agreement with all other written
Contract Documents attached. Within fifteen (15) days thereafter, CONTRACTOR shall
sign and deliver the required number of counterparts of the Agreement and attached
documents to OWNER with the required Bonds. Within ten (10) days thereafter,
OWNER hall deliver one fully signed counterpart to CONTRACTOR. Each counterpart is
to be accompanied by a complete set of the Drawings with appropriate identification.
20.0 TAXES.
OWNER is exempt from Colorado State Sales and Use Taxes on materials and
equipment to be incorporated in the Work. Said taxes shall not be included in the
Contract Price. Reference is made to the General and Supplementary Conditions.
21.0 RETAINAGE.
Provisions concerning retainage are set forth in the Agreement.
22.0 PURCHASING RESTRICTIONS.
Purchasing restrictions: The Bidder's authorized signature of this Bid assures the
Bidder's compliance with the City's purchasing restrictions. A copy of the resolutions is
available for review in the Purchasing and Risk Management Division or the City Clerk's
office.
A. Cement Restrictions: City of Fort Collins Resolution 91-121 requires that
suppliers and producers of cement or products containing cement to certify
that the cement was not made in cement kilns that burn hazardous waste as
a fuel.
23.0 COLLUSIVE OR SHAM BIDS.
Any Bid deemed by the City in its sole discretion to be a collusive or sham Bid will be
rejected and reported to authorities as such. Your authorized signature of this Bid
assures that such Bid is genuine and is not a collusive or sham Bid.
24.0 BID RESULTS.
For information regarding results for individual Bids send a self-addressed, self-stamped
envelope and a Bid tally will be mailed to you. Bid results will be posted in the
Purchasing office seven (7) days after the Bid Opening.
END OF SECTION
SECTION 00300
BID FORM
SECTION 00300
BID FORM
PROJECT: 7664 Fossil Creek Trail Underpass at Trilby Road
Place:
Date:
1. In compliance with your Invitation to Bid dated , 20 and subject to
all conditions thereof, the undersigned a (Corporation, Limited Liability Company,
Partnership, Joint Venture, or Sole Proprietor) authorized to do business in the State of
Colorado hereby proposes to furnish and do everything required by the Contract
Documents to which this refers for the construction of all items listed on the following Bid
Schedule or Bid Schedules.
2. The undersigned Bidder does hereby declare and stipulate that this proposal is made in
good faith, without collusion or connection with any other person or persons Bidding for
the same Work, and that it is made in pursuance of and subject to all the terms and
conditions of the Invitation to Bid and Instructions to Bidders, the Agreement, the
detailed Specifications, and the Drawings pertaining to the Work to be done, all of which
have been examined by the undersigned.
3. Accompanying this Bid is a certified or cashier's check or standard Bid bond in the sum
of
($ ) in accordance with the Invitation To Bid and Instructions to
Bidders.
4. The undersigned Bidder agrees to execute the Agreement and a Performance Bond and
a Payment Bond for the amount of the total of this Bid within fifteen (15) calendar days
from the date when the written notice of the award of the contract is delivered to him at
the address given on this Bid. The name and address of the corporate surety with which
the Bidder proposes to furnish the specified performance and payment Bonds is as
follows: .
5. All the various phases of Work enumerated in the Contract Documents with their
individual jobs and overhead, whether specifically mentioned, included by implication or
appurtenant thereto, are to be performed by the CONTRACTOR under one of the items
listed in the Bid Schedule, irrespective of whether it is named in said list.
6. Payment for Work performed will be in accordance with the Bid Schedule or Bid
Schedules subject to changes as provided in the Contract Documents.
7. The undersigned Bidder hereby acknowledges receipt of Addenda No. through
.
8. BID SCHEDULE (Base Bid)
BID
NO.
CONTRACT
ITEM NO.
CONTRACT DESCRIPTION UNIT
TRAIL
PLAN
STRUCTURAL
PLAN
TOTAL UNIT COST TOTAL COST
1201 Clearing and Grubbing LS 1 0 1 $ ‐
2202 Removal of Trees EA 5 0 5 $ ‐
3202 Removal of Concrete Sidewalk SY 172 0 172 $ ‐
4202 Removal of Asphalt Mat SY 282 0 282 $ ‐
5202 Remove 12" Water Line LF 132 0 132 $ ‐
6202 Removal of Barricade EA 1 0 1 $ ‐
7202 Removal of Fence LF 315 0 315 $ ‐
8202 Remove & Replace or Protect Existing Landscaping LS 1 0 1 $ ‐
9203 Unclassified Excavation CY 2910 0 2910 $ ‐
10 206 Structure Excavation CY 0 1910 1910 $ ‐
11 206 Structure Backfill (Class I) CY 0 954 954 $ ‐
12 207 Topsoil (4‐inch) (Remove, Stockpile, Redistribute) CY 2090 0 2090 $ ‐
13 208 Erosion Control LS 1 0 1 $ ‐
14 210 Reset Ground Sign EA 2 0 2 $ ‐
15 210 Reset Gate EA 2 0 2 $ ‐
16 210 Reset Riprap LS 1 0 1 $ ‐
17 211 Dewatering LS 1 0 1 $ ‐
18 212 Seeding (Native) AC 2.7 0 2.7 $ ‐
19 213 Mulching (Weed Free Hay) AC 2.7 0 2.7 $ ‐
20 216 Soil Retention Blanket (Straw/Coconut) SY 580 0 580 $ ‐
21 304 Aggregate Base Course (Class 6) CY 45 0 45 $ ‐
22 403 Hot Mix Asphalt (Grading S)(75)(64‐22) TON 119 0 119 $ ‐
23 420 Geosynthetic Pavement Interlayer SY 39 0 39 $ ‐
24 601 Concrete Class D (Wall) CY 0 67 67 $ ‐
25 601 Precast Concrete Underpass System LS 0 1 1 $ ‐
25 601 Precast Concrete Underpass System LS 0 1 1 $ ‐
26 601 Precast Concrete Erection LS 0 1 1 $ ‐
27 601 Structural Concrete Coating SF 0 2976 2976 $ ‐
28 601 Structural Concrete Casting (Anti‐Graffiti) SF 0 2976 2976 $ ‐
29 602 Reinforcing Steel LB 0 10097 10097 $ ‐
30 603 18 Inch Reinforced Concrete Pipe (FES Included) LF 183 0 183 $ ‐
31 603 24 Inch Reinforced Concrete Pipe LF50050 $ ‐
32 604 Precast Concrete Area Inlet EA 1 0 1 $ ‐
33 604 Manhole (48‐inch) EA 2 0 2 $ ‐
34 606 Bridge Rail Type 10 LF 0 128 128 $ ‐
35 606 Guardrail Transition Type 3H EA 1 0 1 $ ‐
36 606 Guardrail Transition Type 3G EA 1 0 1 $ ‐
37 606 Guardrail Straight Flare End Anchor EA 1 0 1 $ ‐
38 606 Guardrail End Type 3D EA 1 0 1 $ ‐
39 607 Wooden Rail Fence LF 269 0 269 $ ‐
40 608 8' Concrete Bikeway (5 Inch) SY 430 0 430 $ ‐
41 608 10' Concrete Bikeway (5 Inch) SY 5537 0 5537 $ ‐
42 608 Access Ramp w/ Truncated Domes EA 2 0 2 $ ‐
43 609 2' Concrete Pan LF31031 $ ‐
44 609 Hollywood Curb & Gutter LF 80 0 80 $ ‐
45 613 Lighting System LS 0 1 1 $ ‐
46 614 Signs EA 6 0 6 $ ‐
47 619 12 Inch PVC C‐900 Waterline LF 150 0 150 $ ‐
48 619 12 Inch 45° Horiz. Bend w/ Thrust Block EA 4 0 4 $ ‐
49 619 Air Relief Valve EA 1 0 1 $ ‐
50 626 Mobilization LS 1 0 1 $ ‐
51 627 Pavement Markings SF 108 0 108 $ ‐
52 628 Pedestrian Bridge (40 FT) EA 0 1 1 $ ‐
9. PRICES
The foregoing prices shall include all labor, materials, transportation, shoring, removal,
dewatering, overhead, profit, insurance, etc., to cover the complete Work in place of the
several kinds called for.
Bidder acknowledges that the OWNER has the right to delete items in the Bid or change
quantities at his sole discretion without affecting the Agreement or prices of any item so
long as the deletion or change does not exceed twenty-five percent (25%) of the total
Agreement Price.
RESPECTFULLY SUBMITTED:
CONTRACTOR
BY:
Printed Date
Title
License Number (If Applicable)
(Seal - if Bid is by corporation) Attest:
Address
Telephone
Email
53 628 Pedestrian Bridge (100 FT) EA 0 1 1 $ ‐
54 630 Traffic Control LS 1 0 1 $ ‐
55 700 F/A Erosion Control FA 1 0 1 $ ‐
TOTAL BASE BID $ ‐
IN WORDS:
SECTION 00400
SUPPLEMENTS TO BID FORMS
00410 Bid Bond
00420 Statement of Bidder's Qualifications
00430 Schedule of Subcontractors
SECTION 00410
BID BOND
KNOW ALL MEN BY THESE PRESENTS: that we, the undersigned
as Principal, and , as Surety, are hereby held and firmly
bound unto the City of Fort Collins, Colorado, as OWNER, in the sum of $
for the payment of which, well and truly to be made, we hereby jointly and severally bind
ourselves, successors, and assigns.
THE CONDITION of this obligation is such that whereas the Principal has submitted to the City
of Fort Collins, Colorado the accompanying Bid and hereby made a part hereof to enter into a
Construction Agreement for the construction of Fort Collins Project, 7664 Fossil Creek Trail
Underpass at Trilby Road.
NOW THEREFORE,
(a) If said Bid shall be rejected, or
(b) If said Bid shall be accepted and the Principal shall execute and deliver a Contract in the
form of Contract attached hereto (properly completed in accordance with said Bid) and
shall furnish a BOND for his faithful performance of said Contract, and for payment of all
persons performing labor or furnishing materials in connection therewith, and shall in all
other respects perform the Agreement created by the acceptance of said Bid, then this
obligation shall be void; otherwise the same shall remain in force and effect, it being
expressly understood and agreed that the liability of the Surety for any and all claims
hereunder shall, in no event, exceed the penal amount of this obligation as herein
stated.
The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety
and its BOND shall be in no way impaired or affected by any extension of the time within which
the OWNER may accept such Bid; and said Surety does hereby waive notice of any such
extension.
Surety Companies executing bonds must be authorized to transact business in the State of
Colorado and be accepted by the OWNER.
IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals
this day of , 20__, and such of them as are corporations have caused
their corporate seals to be hereto affixed and these presents to be signed by their proper
officers, the day and year first set forth above.
PRINCIPAL SURETY
Name:
Address:
By: By:
Title: Title:
ATTEST:
By:
(SEAL) (SEAL)
SECTION 00420
STATEMENT OF BIDDER'S QUALIFICATIONS
All questions must be answered and the data given must be clear and comprehensive. This
statement must be notarized. If necessary, questions may be answered on separate attached
sheets. The Bidder may submit any additional information he desires.
1. Name of Bidder:
2. Permanent main office address:
3. When organized:
4. If a corporation, where incorporated:
5. How many years have you been engaged in the contracting business under your present
firm or trade name?
6. Contracts on hand: (Schedule these, showing the amount of each contract and the
appropriate anticipated dates of completion.)
7. General character of Work performed by your company:
8. Have you ever failed to complete any Work awarded to you?
If so, where and why?
9. Have you ever defaulted on a contract?
If so, where and why?
10. Are you debarred by any government agency?
If yes list agency name.
11. List the more important projects recently completed by your company, stating the
approximate cost of each, and the month and year completed, location and type of
construction.
12. List your major equipment available for this contract.
13. Experience in construction Work similar in importance to this project:
14. Background and experience of the principal members of your organization, including
officers:
15. Credit available: $
16. Bank Reference:
17. Will you, upon request, fill out a detailed financial statement and furnish any other
information that may be required by the OWNER?
18. Are you licensed as a General Contractor?
If yes, in what city, county and state?
What class, license and numbers?
19. Do you anticipate subcontracting Work under this Contract?
If yes, what percent of total contract?
And to whom?
20. Are any lawsuits pending against you or your firm at this time?
IF yes, DETAIL
21. What are the limits of your public liability? DETAIL
What company?
22. What are your company's bonding limitations?
23. The undersigned hereby authorizes and requests any person, firm or corporation to
furnish any information requested by the OWNER in verification of the recital comprising
this Statement of Bidder's Qualifications.
Dated at ________________ this ______ day of __________________, 20__.
Company:
By: Printed:
Title:
State of
County of
being duly sworn deposes and says that he
is of
(Name) (Organization)
and that the answers to the foregoing questions and all statements therein contained are true
and correct.
Subscribed and sworn to before me this _______ day of____________, 20__.
(Seal)
Notary Public
My commission expires: .
SECTION 00430
SCHEDULE OF SUBCONTRACTORS
List all subcontractors for the work items listed below and all subcontractors performing over
15% of the contract.
ITEM SUBCONTRACTOR
SECTION 00500
AGREEMENT FORMS
00510 Notice of Award
00520 Agreement
00530 Notice to Proceed
SECTION 00510
NOTICE OF AWARD
DATE: [Date]
TO: [Contractor]
PROJECT: 7664 Fossil Creek Trail Underpass at Trilby Road
OWNER: CITY OF FORT COLLINS (hereinafter referred to as "the OWNER")
You are hereby notified that your Bid dated [Contractor's Bid Date] for the above project has
been considered. You are the apparent successful Bidder and have been awarded an
Agreement for 7664 Fossil Creek Trail Underpass at Trilby Road.
The Price of your Agreement is ($ ).
Three (3) copies of each of the proposed Contract Documents (except Drawings) accompany
this Notice of Award. Three (3) sets of the Drawings will be delivered separately or otherwise
made available to you immediately.
You must comply with the following conditions precedent within fifteen (15) days of the date of
this Notice of Award, that is by [Date].
1. You must deliver to the OWNER three (3) fully executed counterparts of the Agreement
including all the Contract Documents. Each of the Contract Documents must bear your
signature on the cover of the page.
2. You must deliver with the executed Agreement the Contract Security (Bonds) as
specified in the Instructions to Bidders, General Conditions (Article 5.1) and
Supplementary Conditions.
Failure to comply with these conditions within the time specified will entitle OWNER to consider
your Bid abandoned, to annul this Notice of Award and to declare your Bid Security forfeited.
Within ten (10) days after you comply with those conditions, OWNER will return to you one (1)
fully-signed counterpart of the Agreement with the Contract Documents attached.
City of Fort Collins
OWNER
By:
Gerry S. Paul
Director of Purchasing & Risk Management
SECTION 00520
AGREEMENT
THIS AGREEMENT is dated as of the [Day] day of [Month] in the year of 20[Year] and shall be
effective on the date this AGREEMENT is signed by the City.
The City of Fort Collins (hereinafter called OWNER) and
[Contractor] (hereinafter called CONTRACTOR)
OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth,
agree as follows:
ARTICLE 1. WORK
CONTRACTOR shall complete all Work as specified or indicated in the Contract
Documents. The Project for which the Work under the Contract Documents may
be the whole or only a part is defined as the construction of the 7664 Fossil
Creek Trail Underpass at Trilby Road.
ARTICLE 2. ENGINEER
The Project has been designed by Interwest Consulting Group. City of Fort
Collins Park Planning Department is hereinafter called ENGINEER and 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 The Work shall be Substantially Complete within One Hundred Twenty(120)
calendar 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
Thirty (30) calendar days after the date when the Contract Times
commence to run.
3.2. Liquidated Damages. OWNER and CONTRACTOR recognize that time is
of the essence of this Agreement and that OWNER will suffer financial loss
if the Work is not completed within the times specified in paragraph 3.1.
above, plus any extensions thereof allowed in accordance with Article 12 of
the General Conditions.
They also recognize the delays, expenses and difficulties involved in
proving in a legal preceding the actual loss suffered by OWNER if the Work
is not completed on time. Accordingly, instead of requiring any such proof,
OWNER and CONTRACTOR agree that as Liquidated damages for delay
(but not as penalty) CONTRACTOR shall pay OWNER the amounts set
forth hereafter.
1) Substantial Completion:
One Thousand Dollars ($1,000.00) for each calendar day or fraction
thereof that expires after the One Hundred Twenty (120) calendar day
period for Substantial Completion of the Work until the Work is
Substantially Complete.
2) Final Acceptance:
After Substantial Completion, Three Hundred Dollars ($300.00) for each
calendar day or fraction thereof that expires after the Thirty (30)
calendar day period for Final Payment and Acceptance until the Work is
ready for Final Payment and Acceptance.
ARTICLE 4. CONTRACT PRICE
4.1 OWNER shall pay CONTRACTOR for performance of the Work in
accordance with the Contract Documents in current funds as follows:
Dollars ($ ), in accordance with Section 00300, attached and
incorporated herein by this reference.
ARTICLE 5. PAYMENT PROCEDURES
CONTRACTOR shall submit Applications for Payment in accordance with Article
14 of the General Conditions. Applications for Payment will be processed by
ENGINEER as provided in the General Conditions.
5.1. PROGRESS PAYMENTS. OWNER shall make progress payments on
account of the Contract Price on the basis of CONTRACTOR's Application
for Payment as recommended by ENGINEER, once each month during
construction as provided below. All progress payments will be on the basis
of the progress of the Work measured by the schedule of values
established in paragraph 2.6 of the General Conditions and in the case of
Unit Price Work based on the number of units completed, and in
accordance with the General Requirements concerning Unit Price Work.
5.1.1. Prior to Substantial Completion, Owner will be entitled to withhold as
contract retainage five percent (5%) of each progress payment, 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. If , in the sole
discretion of Owner, on recommendation of Engineer, Owner determines
that the character and progress of the Work have been satisfactory to
OWNER and ENGINEER, OWNER 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. 95% 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 Section 00520 Page 3 for payment.
5.1.2. Upon Substantial Completion payment will be made in an amount
sufficient, if necessary, to increase total payments to CONTRACTOR to
95% of the Contract Price, less such amounts as ENGINEER shall
determine or OWNER may withhold in accordance with paragraph 14.7 of
the General Conditions or as provided by law.
5.2. FINAL PAYMENT. Upon Final Completion and Acceptance of the Work in
accordance with paragraph 14.13 of the General Conditions, OWNER shall
pay the remainder of the Contract Price as recommended by ENGINEER
as provided in said paragraph 14.13.
ARTICLE 6. CONTRACTOR'S REPRESENTATION
In order to induce OWNER to enter into this Agreement, CONTRACTOR makes
the following representations:
6.1. CONTRACTOR has familiarized himself with the nature and extent of the
Contract Documents, Work, site, locality, and with all local conditions and
Laws and Regulations that in any manner may affect cost, progress,
performance or furnishing of the Work.
6.2. CONTRACTOR has studied carefully all reports of explorations and tests of
subsurface conditions and drawings of physical conditions which are
identified in the Supplementary Conditions as provided in paragraph 4.2 of
the General Conditions.
6.3. CONTRACTOR has obtained and carefully studied (or assumes
responsibility for obtaining and carefully studying) all such examinations,
investigations, explorations, tests, reports, and studies (in addition to or to
supplement those referred to in paragraph 6.2 above) which pertain to the
subsurface or physical condition at or contiguous to the site or otherwise
may affect the cost, progress, performance or furnishing of the Work as
CONTRACTOR considers necessary for the performance or furnishing of
the Work at the Contract Price, within the Contract Times and in
accordance with the other terms and conditions of the Contract Documents,
including specifically the provisions of paragraph 4.2 of the General
Conditions; and no additional examinations, investigations, explorations,
tests, reports, studies or similar information or data are or will be required
by CONTRACTOR for such purposes.
6.4. CONTRACTOR has reviewed and checked all information and data shown
or indicated on the Contract Documents with respect to existing
Underground Facilities at or contiguous to the site and assumes
responsibility for the accurate location of said Underground Facilities. No
additional examinations, investigations, explorations, tests, reports, studies
or similar information or data in respect of said Underground Facilities are
or will be required by CONTRACTOR in order to perform and furnish the
Work at the Contract Price, within the Contract Times and in accordance
with the other terms and conditions of the Contract Documents, including
specifically the provision of paragraph 4.3. of the General Conditions.
6.5. CONTRACTOR has correlated the results of all such observations,
examinations, investigations, tests, reports and data with the terms and
conditions of the Contract Documents.
6.6. CONTRACTOR has given ENGINEER written notice of all conflicts, errors
or discrepancies that he has discovered in the Contract Documents and the
written resolution thereof by ENGINEER is acceptable to CONTRACTOR.
ARTICLE 7. CONTRACT DOCUMENTS
7.1 The Contract Documents which comprise the entire Agreement between
OWNER and CONTRACTOR concerning the Work consist of the General
Conditions, Supplementary Conditions, those items included in the
definition of “Contract Documents” in Article 1.10 of the General Conditions,
and such other items as are referenced in this Article 7, all of which are
incorporated herein by this reference.
7.2 Forms for use by CONTRACTOR in performing the Work and related
actions in carrying out the terms of this Agreement are deemed Contract
Documents and incorporated herein by this reference, and include, but are
not limited to, the following:
7.2.1 Certificate of Substantial Completion
7.2.2 Certificate of Final Acceptance
7.2.3 Lien Waiver Releases
7.2.4 Consent of Surety
7.2.5 Application for Exemption Certificate
7.2.6 Application for Payment
7.3 Drawings, consisting of a cover sheet and sheets numbered as follows:
SHEET NO. DESCRIPTION OF SHEETS
C1 COVER SHEET
C2 GENERAL NOTES
C3 SUMMARY OF QUANTITIES
C4 TRAIL TYPICAL SECTIONS
C5 OVERALL PROJECT MAP
C6·C7 AS·BUILT UTILITY RELOCATION PLAN
C8 REMOVAL PLAN
C9 UTILITY RELOCATION PLAN & PROFILE
C10 GEOMETRIC LAYOUT
C11-C19 TRAIL PLAN & PROFILE
C20-C22 EROSION CONTROL PLAN
C23-C31 TRAIL CROSS SECTIONS
C32-C37 CONSTRUCTION DETAILS
C38 SIGNING AND STRIPING PLAN
C39 ROAD CLOSURE DETOUR ROUTE
C40 ENGINEERING GEOLOGY
S0l GENERAL NOTES
S02 UNDERPASS GENERAL LAYOUT
S03 PRECAST SEGMENT LAYOUT
S04 PRECAST DETAILS
S05 BRIDGE RAIL DETAILS
S06 MISCELLANEOUS DETAILS
S07-S08 PEDESTRIAN BRIDGE ABUTMENT DETAILS
El ·E4 ELECTRICAL SITE PLAN AND DETAILS
The Contract Drawings shall be stamped "Final for Construction" and
dated. Any revisions made shall be clearly identified and dated.
7.4. Addenda Numbers to , 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.
OWNER: CITY OF FORT COLLINS CONTRACTOR: [CONTRACTOR]
By: By:
DARIN ATTEBERRY, CITY MANAGER
By:
GERRY S. PAUL PRINTED
DIRECTOR OF PURCHASING
AND RISK MANAGEMENT
Title: Title:
Date: Date:
Attest: (CORPORATE SEAL)
City Clerk
Address for giving notices:
P. O. Box 580
Fort Collins, CO 80522 Attest:
Approved as to Form Address for giving notices:
Assistant City Attorney
License No.:
SECTION 00530
NOTICE TO PROCEED
Description of Work: 7664 Fossil Creek Trail Underpass at Trilby Road
To: [Contractor]
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: [Contractor]
By:
Title:
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
SECTION 00610
PERFORMANCE BOND
Bond No.
KNOW ALL MEN BY THESE PRESENTS: that
(firm)
(address)
(an Individual), (a Partnership), (a Corporation), hereinafter referred to as the "Principal" and
(Firm)
(Address)
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 Dollars ($ ) 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 [Day] day of [Month], 20[Year], a copy of which
is hereto attached and made a part hereof for the performance of The City of Fort Collins
Project, 7664 Fossil Creek Trail Underpass at Trilby Road.
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.
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 _____ day of _____ ____, 20__.
IN PRESENCE OF: Principal
(Title) (Title)
(Corporate Seal)
(Address)
IN PRESENCE OF: Other Partners
_____________________________ By:
_____________________________ By:
IN PRESENCE OF: Surety
_____________________________ By:_____________________________________
_____________________________
(Address)
(Surety Seal)
NOTE: Date of Bond must not be prior to date of Agreement. If CONTRACTOR is
Partnership, all partners should execute Bond.
SECTION 00615
PAYMENT BOND
Bond No.
KNOW ALL MEN BY THESE PRESENTS: that
(firm)
(address)
(an Individual), (a Partnership), (a Corporation), hereinafter referred to as the "Principal" and
(Firm)
(Address)
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 Dollars ($ ) 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 [Day] day of [Month], 20[Year], a copy of which
is hereto attached and made a part hereof for the performance of The City of Fort Collins
Project, 7664 Fossil Creek Trail Underpass at Trilby Road.
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, 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.
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 day of , 20__.
IN PRESENCE OF: Principal
(Title) (Title)
(Corporate Seal)
(Address)
IN PRESENCE OF: Other Partners
_____________________________ By:
_____________________________ By:
IN PRESENCE OF: Surety
_____________________________ By:_____________________________________
_____________________________
(Address)
(Surety Seal)
NOTE: Date of Bond must not be prior to date of Agreement. If CONTRACTOR is
Partnership, all partners should execute Bond.
SECTION 00630
CERTIFICATE OF INSURANCE
CONTRACTOR shall insert his own standard form for Certificate of Insurance.
SECTION 00635
CERTIFICATE OF SUBSTANTIAL COMPLETION
TO: CITY OF FORT COLLINS (OWNER)
DATE OF SUBSTANTIAL COMPLETION: PROJECT TITLE: 7664 Fossil Creek Trail
Underpass at Trilby Road
PROJECT OR SPECIFIED PART SHALL LOCATION: Fort Collins, Colorado
INCLUDE:
OWNER: City of Fort Collins
CONTRACTOR: [Contractor]
CONTRACT DATE: [Date]
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.
CONTRACTOR AUTHORIZED REPRESENTATIVE
DATE
The OWNER accepts the project or specified area of the project as substantially complete and
will assume full possession of the project or specified area of the project at 12:01 a.m., on
. The responsibility for heat, utilities, security, and insurance under
the Contract Documents shall be as set forth under "Remarks" below.
CITY OF FORT COLLINS, COLORADO By:
OWNER AUTHORIZED REPRESENTATIVE
DATE
REMARKS:
SECTION 00640
CERTIFICATE OF FINAL ACCEPTANCE
, 20__
TO: [Contractor]
Gentlemen:
You are hereby notified that on the day of , 20__, the City of
Fort Collins, Colorado, has accepted the Work completed by [Contractor] for the City of Fort
Collins project, 7664 Fossil Creek Trail Underpass at Trilby Road.
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
[Contract Date].
In conformance with the Contract Documents for this project, your obligations and guarantees
will continue for the specified time from the following date:____________ _, 20__.
Sincerely,
OWNER: City of Fort Collins
By:
Title:
ATTEST:
Title:
SECTION 00650
LIEN WAIVER RELEASE
(CONTRACTOR)
TO: City of Fort Collins, Colorado (OWNER)
FROM: [Contractor] (CONTRACTOR)
PROJECT: 7664 Fossil Creek Trail Underpass at Trilby Road
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.
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 day of , 20__.
CONTRACTOR: [CONTRACTOR]
By:
Title:
ATTEST:
Secretary
STATE OF COLORADO )
)ss.
COUNTY OF LARIMER )
Subscribed and sworn to before me this day of 20__,
by .
Witness my hand and official seal.
Notary Public
My Commission Expires:
SECTION 00660
CONSENT OF SURETY
TO: City of Fort Collins, Colorado (hereinafter referred to as the "OWNER")
CONTRACTOR: [Contractor]
PROJECT: 7664 Fossil Creek Trail Underpass at Trilby Road
CONTRACT DATE: [Date]
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 , 20____ .
(Surety Company)
By:
ATTACH: Power of Attorney and Certificate of Authority of Attorney(s)-in-Fact.
SECTION 00670
APPLICATION FOR EXEMPTION CERTIFICATE
Special Notice
Contractors who have completed this application in the past, please note the following changes
in procedure:
The Department will no longer issue individual Certificates of exemption to subcontractors. Only
prime contractors will receive a Contractor’s Exemption Certificate on exempt projects.
Upon receipt of the Certificate, the prime contractor should make a copy for each subcontractor
involved in the project and complete it by filling in the subcontractor’s name and address and
signing it.
The original Certificate should always be retained by the prime contractor. Copies of all
Certificates that the prime contractor issued to subcontractors should be kept at the prime
contractor’s place of business for a minimum of three years and be available for inspection in
the event of an audit.
Once an 89# has been assigned to you, please use the next five numbers following it for any
applications submitted for future projects. This should be your permanent number. For
instance, if you were assigned 89-12345-0001, every application submitted thereafter should
contain 89-12345 on the application. The succeeding numbers will be issued by the
Department of Revenue. DO NOT enter what you believe to be the next in sequence as this
may delay processing of your application.
SECTION 00700
GENERAL CONDITIONS
SECTION 00800
SUPPLEMENTARY CONDITIONS
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.
5.4.6 The Comprehensive Automobile Liability Insurance policy will have
limits of $1,000,000 combined single limits (CSL).
5.4.9 This policy will include completed operations coverage/product
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.
SECTION 00900
ADDENDA, MODIFICATIONS AND PAYMENT
00950 Contract Change Order
00960 Application for Payment
SECTION 00950
CHANGE ORDER NO.
PROJECT TITLE: Fossil Creek Trail Underpass at Trilby Road
CONTRACTOR: [Contractor]
PROJECT NUMBER: 7664
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 .00
TOTAL PENDING CHANGE ORDER .00
TOTAL THIS CHANGE ORDER .00
TOTAL % OF THIS CHANGE ORDER %
TOTAL C.O.% OF ORIGNINAL CONTRACT %
ADJUSTED CONTRACT COST $ .00
(Assuming all change orders approved)
ACCEPTED BY: DATE:
Contractor's Representative
ACCEPTED BY: DATE:
Project Manager
REVIEWED BY: DATE:
Title:
APPROVED BY: DATE:
Title:
APPROVED BY: DATE:
Purchasing Agent over $30,000
cc: City Clerk Contractor Engineer
Project File Architect Purchasing
Section 00960
APPLICATION FOR PAYMENT PAGE 1 OF 4
OWNER: City of Fort Collins PROJECT: APPLICATION NUMBER:
APPLICATION DATE:
PERIOD BEGINNING:
ENGINEER: CONTRACTOR: PERIOD ENDING:
PROJECT NUMBER:
CHANGE ORDERS Application is made for Payment as shown below in connection with Contract
NUMBER DATE AMOUNT
The present status of the account for this Contract is as
follows:
1
2 Original Contract Amount:
3 Net Change by Change Order:
Current contract Amount: $0.00
Total Completed and Stored to Date:
Less Previous Applications:
Amount Due this Application - Before Retainage: $0.00
Less Retainage:
Net Change by Change Order $0.00 AMOUNT DUE THIS APPLICATION: $0.00
CERTIFICATION:
The undersigned CONTRACTOR certifies that all obligations of CONTRACTOR incurred in connection with
the Work have been satisfied as required in Paragraph 14.3. of the General Conditions of the Contract.
The above Amount Due This Application is requested by the CONTRACTOR.
Date: By:
Payment of the above Amount Due This Application is recommended by the ENGINEER.
Date: By:
Payment of the above Amount Due This Application has been reviewed by the OWNER'S Project Manager.
Date: By:
Payment of the above Amount Due This Application is approved by the OWNER.
Date: By:
CONTRACT AMOUNTS
APPLICATION FOR
PAYMENT PAGE 2 OF 4
Work
Completed
Work
Completed
Work
Completed Stored
Bid
This
Month
Previous
Periods
To
Date Materials Total
Item This Earned Percent
Number Description Quantity Units
Unit
Price Amount Qty. Amount Qty. Amount Qty. Amount Period
To
Date Billed
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$0.00 $0.00 $0.00 $0.00 $0.00
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$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
TOTALS $0.00 $0.00 $0.00 $0.00 $0.00
CHANGE ORDERS APPLICATION FOR PAYMENT PAGE 3 OF 4
Work
Completed
Work
Completed
Work
Completed Stored
Bid
This
Month
Previous
Periods
To
Date Materials Total
Item This Earned Percent
Number Description Quantity Units
Unit
Price Amount Qty. Amount Qty. Amount Qty. Amount Period
To
Date Billed
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
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$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
TOTALS CHANGE
ORDERS $0.00 $0.00 $0.00 $0.00 $0.00
PROJECT TOTALS $0.00 $0.00 $0.00 $0.00 $0.00
STORED MATERIALS
SUMMARY PAGE 4 OF 4
On Hand Received Installed On Hand
Item Invoice Previous This This This
Number Number Description Application Period Period Application
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$0.00
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$0.00
$0.00
$0.00
TOTALS $0.00 $0.00 $0.00 $0.00
PROJECT MANUAL
FOSSIL CREEK TRAIL
UNDERPASS
AT TRILBY ROAD
FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD
PROJECT SPECIAL PROVISIONS
TABLE OF CONTENTS
SPECIFICATIONS
The Engineers Joint Contract Documents Committee General Conditions govern the construction of
this contract. The following General Requirements supplement these General Conditions.
The Colorado Division of Transportation’s 2011 Standard Specifications for Road and Bridge
Construction controls construction of this project. The following special provisions supplement or
modify the Standard Specifications and take precedence over the Standard Specifications and plans.
When specifications of special provisions contain both English units and SI units, the English units
apply and are the specification requirement.
Other Technical Standards and Specifications that support this work are as follows in the order of
importance: Division 1 General Requirements, Larimer County Urban Area Street Standards
(LCUASS); Fort Collins Stormwater Standards, and the latest revision of the "Manual on Uniform
Traffic Control Devices for Streets and Highways" (MUTCD). These documents are not included in
the contract documents, but may be obtained at the appropriate City or District Departments. It shall
be the Contractors responsibility to purchase and familiarize themselves with all the standard
specifications.
DIVISION 1 GENERAL REQUIREMENTS
Section 01010 Project Summary
Section 01025 Measurement and Payment
Section 01040 Coordination
Section 01050 Construction Surveying
Section 01105 Administration, Procedures, Codes
Section 01310 Project Management and Coordination
Section 01320 Construction Progress Documentation
Section 01330 Submittal Procedures
Section 01400 Quality Control
Section 01500 Construction Facilities and Temporary Controls
Section 01600 Material and Equipment
Section 01700 Execution Requirements
Section 01770 Closeout Procedures
Section 01781 Project Record Documents
Section 01782 Operation and Maintenance
FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD
PROJECT SPECIAL PROVISIONS
TABLE OF CONTENTS
SPECIFICATIONS
PROJECT SPECIAL PROVISIONS
Item Description Date Page
Index Pages (September 17, 2013) I-ii
Revision of Section 101 – Definition of Terms (September 17, 2013) SP-1
Revision of Section 107 – Performance of Safety Critical Work (September 17, 2013) SP-3
Revision of Section 202 – Removal of Tree (September 17, 2013) SP-5
Revision of Section 202 – Removal of Concrete Sidewalk (September 17, 2013) SP-6
Revision of Section 202 – Removal of Asphalt Mat (September 17, 2013) SP-7
Revision of Section 202 – Removal of 12” Water Line (September 17, 2013) SP-7
Revision of Section 202 – Removal of Barricade (September 17, 2013) SP-9
Revision of Section 202 – Removal of Fence (September 17, 2013) SP-10
Revision of Section 202 – Remove and Replace or Protect (September 17, 2013) SP-11
In Place Existing Landscape
Revision of Section 207 – Topsoil (September 17, 2013) SP-12
Revision of Section 208 – Erosion Control (September 17, 2013) SP-13
Revision of Section 209 – Dust Palliatives (September 17, 2013) SP-14
Revision of Section 210 – Reset Riprap (September 17, 2013) SP-15
Revision of Section 216 – Soil Retention Blanket (Straw/Coconut) (September 17, 2013) SP-16
Revision of Section 601 – Precast Concrete Underpass System (September 17, 2013) SP-17
Revision of Section 604 – Precast Concrete Area Inlet (September 17, 2013) SP-18
Revision of Section 604 – Manholes and Inlets (September 17, 2013) SP-19
Revision of Section 607 – Wooden Rail Fence (September 17, 2013) SP-20
Revision of Section 608 – Sidewalks and Bikeways (September 17, 2013) SP-21
Revision of Section 608 – Concrete Curb Ramps (September 17, 2013) SP-22
Revision of Section 609 – 2’ Concrete Pan and (September 17, 2013) SP-25
Hollywood Curb and Gutter
Revision of Section 619 – Water Lines (September 17, 2013) SP-26
Revision of Section 628 – Bridge Girder and Deck Unit (September 17, 2013) SP-27
Utilities (September 17, 2013) SP-34
FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD
PROJECT SPECIAL PROVISIONS
TABLE OF CONTENTS
SPECIFICATIONS
STANDARD SPECIAL PROVISIONS
Item Description Date No. of Pages
Revision of Section 106 – Certificates of Compliance and Certified (February 3, 2011) 1
Test Reports
Revision of Section 107 – Transfer of Stormwater Permit (April 26, 2012) 1
to the Contractor
Revision of Section 109 – Measurement of Quantities (February 3, 2011) 1
Revision of Section 203, 206, 304, 613 – Compaction (July 19, 2012) 2
Revision of Section 206 – Structure Backfill (Flow-Fill) (April 26, 2012) 2
Revision of Section 208 – Erosion Log (January 31, 2013) 1
Revision of Section 212 – Seed (April 26, 2012) 1
Revision of Section 213 – Mulching (January 31, 2013) 4
Revision of Section 250 – Environmental, Health and Safety (July 19, 2012) 1
Management
Revision of Section 412 – Portland Cement Concrete Pavement (February 3, 2011) 1
Finishing
Revision of Section 212, 601, 711 – Liquid Membrane-Forming (May 5, 2011) 1
Compounds for Curing Concrete
Revision of Section 601 – Concrete Batching (February 3, 2011) 1
Revision of Section 601 – Concrete Finishing (February 3, 2011) 1
Revision of Section 601 – Concrete Form and Falsework Removal (July 28, 2011) 2
Revision of Section 601 – Concrete Slump Acceptance (July 29, 2011) 1
Revision of Section 601 – Depositing Concrete Under Water (May 2, 2013) 1
Revision of Section 601 – Fiber Reinforced Concrete (May 2, 2013) 1
Revision of Section 603, 624, 705 – Drainage Pipe (April 26, 2012) 2
Revision of Section 703 – Concrete Aggregate (July 28, 2011) 1
Revision of Section 712 – Water for Mixing or Curing Concrete (February 3, 2011) 1
FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD
PROJECT SPECIAL PROVISIONS
TABLE OF CONTENTS
SPECIFICATIONS
APPENDIX A
GEOTECHNICAL INVESTIGATION
FOSSIL CREEK TRAIL UNDERPASS AND PEDESTRIAN BRIDGES
LEMAY AVENUE AND TRILBY ROAD
FORT COLLINS, COLORADO
CTL/Thompson - Project No. FC06080-125
February 5, 2013
SCHEDULE OF DRAWINGS
SHEET NO. DESCRIPTION OF SHEETS
C1 COVER SHEET
C2 GENERAL NOTES
C3 SUMMARY OF QUANTITIES
C4 TRAIL TYPICAL SECTIONS
C5 OVERALL PROJECT MAP
C6·C7 AS·BUILT UTILITY RELOCATION PLAN
C8 REMOVAL PLAN
C9 UTILITY RELOCATION PLAN & PROFILE
C10 GEOMETRIC LAYOUT
C11-C19 TRAIL PLAN & PROFILE
C20-C22 EROSION CONTROL PLAN
C23-C31 TRAIL CROSS SECTIONS
C32-C37 CONSTRUCTION DETAILS
C38 SIGNING AND STRIPING PLAN
C39 ROAD CLOSURE DETOUR ROUTE
C40 ENGINEERING GEOLOGY
S0l GENERAL NOTES
S02 UNDERPASS GENERAL LAYOUT
S03 PRECAST SEGMENT LAYOUT
S04 PRECAST DETAILS
S05 BRIDGE RAIL DETAILS
S06 MISCELLANEOUS DETAILS
S07-S08 PEDESTRIAN BRIDGE ABUTMENT DETAILS
El ·E4 ELECTRICAL SITE PLAN AND DETAILS
FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD
PROJECT SPECIAL PROVISIONS
GENERAL REQUIREMENTS
Fossil Creek Trail Underpass
@ Trilby Road
SUMMARY OF WORK 01010 - 1
SECTION 01010 - SUMMARY OF WORK
PART 1 - GENERAL
1.01 Related Documents
A. Drawings and general provisions of the Contract, including General and
Supplementary Conditions and other Division 1 and CDOT Specification
Sections, apply to this Section.
1.02 Summary
A. This Section includes the following:
a. Project Scope
b. Description of Work
c. Contractor Qualification Requirements.
d. Use of premises.
e. Work restrictions.
B. Related Sections include the following:
1. Division 1 Section “Temporary Facilities and Controls” for limitations and
procedures governing temporary use of Owner’s facilities
1.03 Project Scope
The Fossil Creek Trail Underpass @ Trilby Road project is a City of Fort Collins
project. The project is approximately one mile in length and completes a major
connection between two trail systems. The project crosses over different local and
federal regulatory and R.O.W. jurisdictions. These jurisdictions include the City of
Fort Collins regulated Fossil Creek flood basin, the Army Corp of Engineers, the
E.P.A. and the City R.O.W. of Trilby Road Many separate utilities are either impacted
or in the vicinity of the project limits. The project is funded with City dollars as well
as a Grant from Great Outdoors Colorado. There is NO Federal funding associated
with this project.
1.04 Description of Work
The Work includes erosion control and all required permitting, traffic control,
excavation and grading, installation of a concrete box culvert underpass with wing
walls, 2 steel pedestrian bridges and abutments, concrete pipe, ten feet wide colored
concrete trail, water mainline relocation, asphalt removal and repaving, guardrail
installation, fence installation, seeding and restoration.
The Contractor shall provide all labor, materials and equipment necessary to perform
the work items indentified in the contract, plans and specifications.
1.05 Work Covered by Contract Documents
A. Project Identification: Fossil Creek Trail Underpass @ Trilby Road
Fossil Creek Trail Underpass
@ Trilby Road
SUMMARY OF WORK 01010 - 2
B. Project Location: Fort Collins, Colorado – refer to drawings for precise location.
C. Owner: City of Fort Collins, Project Manager: Jason Stutzman, P.E., LEED A.P.
D. Engineer/Civil: Interwest Consulting Group, Windsor, CO (970) 674-3300
E. Engineer/Structural: San Engineering LLC, Littleton, CO (303) 953-9014
F. Engineer/Lighting – ESC Engineering, Fort Collins, CO (970) 224-9100
1.06 City Furnished Materials
A. None.
1.07 Contractor Qualification Requirements
:
As part of the bid submittal, Contractors shall provide a statement of qualifications that
addresses the following. This shall include a letter signed by a person in responsible
charge of the company verifying similar experience to that of the Fossil Creek Trail
Underpass @ Trilby Road. The statement of qualifications shall be provided inside
the bound and sealed bid envelope, but as a separate document from the bid
proposal. All questions must be answered and information provided as requested. The
information given must be clear, concise and comprehensive.
1. Name of Bidder including permanent address and business organization date.
Include information on corporation status and where business is incorporated.
Also include the following.
a) General Contractor license number, class, location obtained
b) Banking reference with name and contact information
c) Available credit limits
d) Willingness to provide a detailed financial statement for the company
e) List of any pending litigation against the company at this time and
associated details
f) List of any defaulted contracts or debarments specifically with government
agencies
g) Limits of public liability and insurance provider
h) Limits of bonding and provider
i) List of major equipment available for this contract
2. The general contractor must provide a current project back-log list and staff
availability to complete the project according to the contract time allowed.
3. The general contractor must include a written approach to the project outlining how
their firm would address the following key owner concerns.
Fossil Creek Trail Underpass
@ Trilby Road
SUMMARY OF WORK 01010 - 3
a. Traffic control and coordination including issues such as restricted
neighborhood access, trash collection and deliveries, particularly during
road closure
b. Utility installation and relocation
c. Layout and final grade control requirements for the construction in the
floodplain areas
d. Delivery and installation of the trail bridges.
e. Schedule and cost control
f. Schedule identifying all critical work items and durations to be completed
during the road closure.
g. Procedures used to maintain and comply with the requirements of a C.S.D.
Permit.
4. The general contractor must provide detailed resumes for key personnel assigned to
this project including the Project Manager, Site Superintendent and Foreman.
5. The general contractor must provide a list of subcontractors performing more than
10% of the total project value.
6. Provide references to at least five other projects of similar scope completed within
the past 8 years.
a. The projects must involve obtaining and maintaining a State of Colorado
Stormwater Discharge Permit
b. The projects must involve construction of precast box culvert sections
under a paved roadway. Include the total continuous length of box
installed.
c. The projects must involve detailed utility relocation coordination in public
right of way.
d. The projects must include excavation and finish grading work performed
in a FEMA regulated floodway/floodplain.
e. The projects must include concrete paving.
f. The contractor must include the project scope of work, total length of box
culvert installation, utilities installed, current reference contact
information, project photographs, awarded contract value, final contract
value, number of change orders claimed, awarded contract time and final
contract time.
Bidder hereby authorizes and requests any person, firm or corporation to furnish any
information requested by the OWNER in verification of the recital comprising this
Statement of Bidder’s Qualifications.
According to Section 00100 Instructions to Bidders; Part 17.0, Award of Contract, the
City reserves the right to reject the Bid of any Bidder if OWNER believes that it would
not be in the best interest of the Project to make an award to that Bidder, whether
because the Bid is not responsive or the Bidder is unqualified or of doubtful financial
ability or fails to meet any other pertinent standard or criteria established by the
OWNER.
Fossil Creek Trail Underpass
@ Trilby Road
SUMMARY OF WORK 01010 - 4
1.08 Use of Premises
A. Area of Work: The Contractor shall confine his operations to the immediate work
area. Material storage shall be confined to areas shown on the Drawings or designated
by the City.
B. Regulations: The Contractor shall comply with all applicable Federal, State, and local
regulations pertaining to safety, traffic control, fire prevention, erosion control and
environmental protection.
C. Working Hours: The Contractor's working hours shall be between 7:00 a.m. and 5:00
p.m., with no work on weekends or Federal holidays, unless otherwise approved by
the City.
D. Material Storage: The Contractor's material and equipment storage site shall be
limited to the area of the project site. The area shall be kept orderly and free of litter.
1.09 Work Restrictions
A. On-Site Work Hours: With the exception of the time period during the fifteen
(15) consecutive day closure of Trilby Road, the Contractor shall not carry on
construction operations outside the hours of 8:00 a.m. to 6:00 p.m. Monday through
Friday, unless previously arranged and approved. During the fifteen (15) consecutive days
closure of Trilby Road, construction operations can occur each day from 6:00 a.m. to 8:00
p.m. Weekend and Federal Holiday Hours: Work not allowed unless prior approval
provided by Owner – minimum 48 hour notice.
B. The contractor will be allowed a full closure of Trilby Road for a period of fifteen
(15) consecutive calendar days. The specific dates and closure traffic control plan are to
be approved by the Engineer prior to closure. Any work requiring the closure of traffic
lanes shall be completed during this fifteen (15) day closure including, but not limited to,
removals, excavation, embankment, installation and backfill of the box culvert and wing
walls, utility relocations, HMA patching, guardrail installation, and pavement marking.
Any work requiring the closure of shoulder areas must be approved by the Engineer prior
to closure.
C. The Contractor shall pay a daily roadway rental fee for the closure of Trilby Road.
This fee will be assessed for each day or portion thereof that traffic on Trilby Road is
limited to less than one through lane and shoulder. The Engineer may determine that the
fee will not be charged for closures for additional work not covered in the original scope
of the project or for any work stoppage or extenuating circumstances, excluding weather.
The roadway rental fee will not be charged for each weather day after the second
consecutive weather day. The Contractor will be granted a roadway rental allowance of
$37,500.00 for which no deduction will be made from monies due the contractor.
Roadway rental fees in excess of $37,500.00 will be deducted from any monies due the
Contractor for work performed. The deduction will be assessed for any days that roadway
closures are in place whether work is performed or not. This deduction will be reflected
Fossil Creek Trail Underpass
@ Trilby Road
SUMMARY OF WORK 01010 - 5
in each progress payment. This deduction is not a penalty, but is a rental fee based upon
road user costs to occupy Trilby Road. If the work requiring the closure of the roadway is
completed in less than the allowed fifteen (15) days no incentive payment will be made to
the contractor. The roadway rental fee for closures on Trilby Road shall be $2,500.00 per
day. Contractor shall coordinate closure dates with Larimer County and the City of Fort
Collins to become familiar with other road restrictions in the area that may affect the
detour schedule.
1.10 Notices to Private Owners and Authorities
A. Notify private owners of adjacent property, utilities, affected governmental agencies,
and school district when execution 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 to 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 that would affect their daily
operation.
E. Several names and telephone numbers of potentially affected agencies and utilities in
the area are listed below for Contractor's convenience. This may not be a
comprehensive listing of agencies.
Water/Sanitary Sewer - City of Fort Collins - (970) 221-6681
Water/Sewer – Fort Collins Loveland Water District – (970) 226-3104
Storm Sewer - City of Fort Collins - (970) 221-6605
Electrical - City of Fort Collins - (970) 482-5922, (970) 221-8553
Gas - Public Service Company of Colorado (970) 482-5922, (970) 221-8553
Telephone - QWest Communications (970) 484-0300, (970) 226-6310
Roads - City of Ft. Collins, Colorado (970) 221-6815
Cable Television – AT&T Cable Services (970) 493-7400
Utility Locates - One-call System 811
Safety - Occupational Safety and Health Administration (OSHA) 844-3061
Fire - Poudre Fire Authority Non-Emergency (970) 221-6581/ Emergency 911
Police - City of Fort Collins Police Department Non-Emergency (970) 221-6550
Emergency 911
Larimer County Sheriff's Department - Non-Emergency (970) 221-7177
Postmaster - United States Postal Service (970) 482-2837
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SUMMARY OF WORK 01010 - 6
Ambulance - Poudre Valley Hospital Non-Emergency (970) 484-1227
Emergency 911
Public Transportation – ‘TransFort’ (970) 221-6620
Traffic Control - Traffic Engineering (970) 221-6815
Larimer County Engineering - (970) 498-5700
Poudre School District, Transportation Services - (970) 490-3232
END OF SECTION 01010
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MEASUREMENT AND PAYMENT 01025 - 1
SECTION 01025 - MEASUREMENT AND PAYMENT
PART 1: GENERAL
A. DESCRIPTION
1. General:
All measurements and payments will be based on work completed in strict
accordance with the plans and specifications for the project.
The method of measurement and basis of payment described are for the work
itemized in the Bid Form and in the sections of the specifications. Items may
include work within a single section or in more than one section.
2. Payment: This section covers the methods employed in determining the payment
due for work completed under this contract.
(a) The bid price should cover all work required by this contract based upon the
quantities outlined in the bid form.
(b) Where actual quantities differ from those outlined in the bid form; unit prices
as stipulated in the bid form shall be utilized to compute payment.
(c) Where unit prices are not set forth on specific work, that work shall be
considered a subsidiary obligation of the Contractor.
(d) Quantities given in the bid form are estimates for the purpose of evaluating
bids consequently some difference may arise in actual and bid quantities.
(e) Payment for all additional work completed as change orders or against Force
Account items shall be paid for based on the unit bid prices or negotiated
according to other applicable terms of the Contract. These prices shall
constitute full compensation for labor, materials, equipment, rentals,
overhead, profit and incidentals to complete all work for each pay item and for
all risk, loss, damage, or expense of whatever nature arising from the nature of
the work or prosecution thereof
(f) Where lump sum (LS) prices are given for an item in the bid schedule or for
items added during construction by change order, the price will include all
labor, materials, equipment, rentals, overhead, profit and incidentals to
complete all work for each pay item and for all risk, loss, damage, or expense
of whatever nature arising from the nature of the work or prosecution thereof.
(g) All unit prices for each item shall include its pro rata share of profits, taxes,
and overhead, and are for the items installed in place, maintained and
guaranteed. Including these factors, unit prices must accurately reflect actual
costs. Unit prices are to be valid for the life of the contract.
END OF SECTION 01025
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COORDINATION 01040-1
SECTION 01040 - COORDINATION
PART 1 - GENERAL
1.1 RELATED DOCUMENTS: The General Contract Conditions, Drawings and other
Division-1 Specification sections apply to Work of this section.
1.2 SUMMARY:
A. Section Includes: Requirements for coordination, supervision and administration for
the Work, including but not necessarily limited to:
1. Coordination
2. Administrative and supervisory personnel
3. General installation provisions
4. Cleaning and protection
5. Utilities and site work
B. Related Work:
1. Construction Surveying: Section 01050
2. Administration, Procedures, Codes: Section 01105
3. Project Management and Coordination: Section 01310
1.3 GENERAL COORDINATION:
A. General:
1. The Contractor shall ensure that each entity involved in the performance of
the Work shall cooperate in the overall coordination of the Work; promptly,
when requested by the Contractor, furnish information concerning the entity's
portion of the Work; and respond promptly and reasonably to the decisions
and requests of persons designated with coordination, supervisory,
administrative, or similar authority.
2. The Contractor shall, where necessary, prepare memoranda for distribution to
each party involved outlining special procedures required for coordination.
Include such items as required notices, reports, and attendance at meetings.
3. Prepare similar memoranda for the Owner and separate Contractors where
coordination of their work is required.
B. Administrative Procedures: Coordinate scheduling and timing of required
administrative procedures with other construction work. Such administrative
activities include, but are not limited to, the following:
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COORDINATION 01040-2
1. Preparation of schedules
2. Installation and removal of temporary facilities
3. Delivery and processing of submittals
4. Progress meetings
5. Project close-out activities
C. Conservation: Coordinate construction activities to ensure that operations are carried
out with consideration given to conservation of energy, water and materials. Salvage
materials and equipment involved in performance of, but not actually incorporated in,
the Work.
D. Site Utilization: In addition to the site utilization limitations and requirements shown
on the Drawings and indicated by the Contract Documents, administer the allocation
of available space equitably among entities needing access and space, so as to
produce the best overall efficiency in the performance of the Work. Schedule
deliveries so as to minimize the space and time requirements for storage of materials
and equipment on the site; but do not unduly risk delays in the Work.
E. Coordination Meetings: Include in scheduled meetings, coordination of various
entities and activities. Where necessary, schedule additional coordination meetings
for this purpose on an as-needed basis.
F. Layout: It is recognized that the Contract Documents are diagrammatic in showing
certain physical relationships of the various elements and systems and their
interfacing with other elements and systems. Establishment and coordination of these
relationships is the exclusive responsibility of the Contractor. Do not scale the
Drawings. Layout and arrange all elements to contribute to safety, efficiency and to
carry the harmony of design throughout the Work. In case of conflict or un-
dimensioned locations, verify required positioning with the Owner’s Representative.
The Contractor shall provide surveying for the layout of all improvements including
both horizontal and vertical control, in accordance with the requirements of Section
01050.
G. Substrate Examination: The Contractor shall ensure that the subcontractor of each
element of the Work examines the conditions of the substrate to receive the work,
dimensions and spaces adjacent, tolerances, interfacing with other elements and
services, and the conditions under which the Work will be performed. The
Contractor shall require each subcontractor to notify the Contractor in writing of
conditions detrimental to the proper or timely completion of the Work, and ensure
that they do not proceed with the Work until unsatisfactory conditions have been
corrected in a manner acceptable to the subcontractor.
1.4 COMPLETE SYSTEMS: It is the intent of the Contract Documents that the system be
complete and functional to provide the intended or specified performance. The
Contractor shall provide all incidental items and parts necessary to achieve this
requirement.
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COORDINATION 01040-3
1.5 COMPATIBILITY: Provide products and equipment which are compatible with other
work requiring mechanical interface including connections, control devices, water, drain
and other piping connections. Verify requirements and other interface requirements
before ordering equipment and resolve conflicts that may arise.
PART 2 - PRODUCTS (Not applicable)
PART 3 – EXECUTION
3.1 GENERAL INSTALLATION PROCEDURES:
A. Require the subcontractor of each major component to inspect both the substrate and
conditions under which work is to be performed. Do not proceed until unsatisfactory
conditions have been corrected in an acceptable manner.
B. Inspect materials or equipment immediately upon delivery and again prior to
installation. Reject damaged and defective items. Re-check measurements and
dimensions before starting each installation.
C. Manufacturer's Instructions: Comply with manufacturer's installation instructions and
recommendations, to the extent that those instructions and recommendations are more
explicit or stringent than requirements contained in Contract Documents.
D. Installation:
1. Provide attachment and connection devices and methods necessary for
securing work. Secure work true to line and level. Allow for expansion and
building movement.
2. Install each component during weather conditions and the Work status that
will ensure the best possible results. Isolate each part of the completed
construction from incompatible materials as necessary to prevent
deterioration.
3. Coordinate work with required inspections and tests, to minimize the
necessity of uncovering completed construction for that purpose.
E. Visual Effects: Provide uniform joint widths in exposed work. Arrange joints in
exposed work to obtain the best visual effect. Refer questionable choices to the
Owner’s Representative for final decision.
F. Mounting Heights: Where mounting heights are not indicated, install individual
components at standard mounting heights recognized within the industry for the
particular application indicated. Refer questionable mounting height decisions to the
Owner’s Representative for final decision.
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COORDINATION 01040-4
3.2 CLEANING AND PROTECTION:
A. During handling and installation, clean and protect construction in progress and
adjoining materials in place. Apply protective covering where required to ensure
protection from damage or deterioration prior to achieving substantial completion.
B. Clean and maintain completed construction as frequently as necessary through the
remainder of the construction period. Adjust and lubricate operable components to
ensure operability without damaging effects.
END OF SECTION 01040
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CONSTRUCTION SURVEYING 01050 - 1
SECTION 01050 - CONSTRUCTION SURVEYING
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. The General Contract Conditions, Drawings and other Division 1 and CDOT
Specifications apply to work of this section.
1.2 SUMMARY:
A. Section includes: general requirements and procedures for construction surveying. The
work shall consist of the surveying, calculating, and staking necessary for the
construction of all elements of the project. Layout of site elements will be
accomplished either by means of coordinates or traditional baseline method or a
combination of both. The Work also includes professional certification that project
elements comply with the tolerances specified. Owner will provide base mapping and
control to contractor to facilitate construction layout.
1.3 EXISTING UTILITIES:
A. The existence and location of underground utilities and construction indicated as
existing are not guaranteed.
B. Before starting any work disturbing, moving or penetrating the ground, the Contractor
must have all existing utilities located, staked, and depth identified. Call 811 for utility
locations, 48 hours in advance of work.
PART 2 - PRODUCTS (Not Applicable)
PART 3 - EXECUTION
1.1 The Contractor shall be responsible for requesting and coordinating construction staking
necessary for proper and accurate completion of the work covered by this contract. The
OWNER shall provide the surveying for the project. The surveying shall include
experienced instrument personnel, competent assistants, and such instruments, tools,
stakes, and other materials required to complete the survey, layout, and measurement
Work. Survey work shall be performed under the direction of a licensed professional
surveyor in the State of Colorado. The Contractor will be responsible for protecting all
work provided and staked by the Surveyor and will take all reasonable actions
necessary to protect and to avoid the need for unnecessary or repeated staking and
layout needs. If the ENGINEER deems that the Contractor’s request(s) for survey work
lack efficiency and/or are unnecessary do to lack of reasonable actions taken to protect
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CONSTRUCTION SURVEYING 01050 - 2
previous staking and layout work, the Contractor shall be required to reimburse the
OWNER all costs associated with said survey work.
1.2 All work shall be performed to the lines, grades, and elevations shown on the Drawings.
When construction occurs within the following areas, corresponding tolerances are
required. The installation will be acceptable to the Owner when these tolerances are
met, with respect to the lines and grades. If the tolerances are not met, the Contractor
shall be responsible for performing OWNER approved modifications to the facilities to
bring the project components into tolerances.
Description:
Maximum Allowable Deviation
from Alignment and Elevation
shown on Drawings:
Horizontal location of all Work within the
Floodplain - (conc. trail, C.B.C., etc.)
+/- 0.10 feet*
Vertical elevation of all Work within the
Floodplain - (conc. trail, C.B.C., finish
grading, etc.)
+/- 0.10 feet*
Horizontal location of all Work outside the
Floodplain
+/- 0.10 feet*
Vertical elevation of all Work outside the
Floodplain - (excluding trail with long.
grading 5% or greater)
+/- 0.10 feet*
Vertical elevation of all trail Work with
longitudinal grades of 5% or greater
+/- 0.05 feet*
* Unless trail is field located by Owner
1.3 Contractor shall remove and reconstruct Work that is improperly located. Horizontal
and vertical alignments shall be checked regularly as the Work progresses. Contractor
shall report results to the Engineer.
1.4 If the construction survey uncovers any discrepancies, the Contractor shall notify the
Engineer, in writing, prior to construction proceeding. If the Contractor proceeds with
work that includes apparent discrepancies without resolution by the Engineer, he
assumes full responsibility for any subsequent necessary modifications.
1.5 The Surveyor must provide two (2) stamped sets of “As-Built” drawings for approved
verification of the specified tolerances. The “As-Built” must be stamped by a licensed
professional land surveyor (P.L.S.) in the State of Colorado. The sealed “As-Built”
drawings must contain the following information:
END OF SECTION 01050
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ADMINISTRATION, PROCEDURES, CODES 01105 - 1
SECTION 01105 - ADMINISTRATION, PROCEDURES, CODES
PART 1 - GENERAL
RELATED DOCUMENTS: The General Contract Conditions, Drawings and other CSI
Divisions and CDOT Specifications apply to work of this section.
1.1 SUMMARY: This section includes general administrative requirements and procedures,
and related applicable codes.
1.2 CODES:
A. Obtain all permits and licenses necessary to execute the work
1.3 EXISTING UTILITIES:
A. Locate and protect existing utilities.
B. Although existing utilities may be shown on the drawings, their location is not
guaranteed.
1.4 CONTRACTOR’S CONSTRUCTION SCHEDULE
A. Furnish construction schedule, per section 01320, “Construction Progress
Documentation”.
B. IMPORTANT: Prior to beginning work on project site, the Contractor shall give
minimum 48 hour notification to the Owner’s Representative.
C. Normal weather conditions are based on the 10-year historical weather information
provided by the local branch of the U.S. Weather Service. Normal weather
conditions shall be incorporated into the Contractor’s schedule. Additional time will
be added to the Contract time only if activities undertaken are affected by weather
beyond that deemed normal by historical data noted above.
1.5 DELIVERY, STOPRAGE AND HANDLING
A. Properly carton, crate, cover, and protect materials, products and equipment for
shipping, handling and storing. Use appropriate means for hoisting and loading
which will prevent damage or overstress to items being handled or shipped. Store
them under roof in controlled environment whenever feasible; otherwise store off the
ground under suitable coverings properly secured against wind and weather. Protect
all items from rain, snow, moisture, wind, cold, heat, frost, sun, staining,
discoloration, deterioration and physical damage from any cause. Refer to individual
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ADMINISTRATION, PROCEDURES, CODES 01105 - 2
sections for specific requirements.
PART 2 – PRODUCTS (Not Applicable)
PART 3 – EXECUTION (Not applicable)
END OF SECTION 01105
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PROJECT MANAGEMENT AND COORDINATION 01310 - 1
SECTION 01310 - PROJECT MANAGEMENT AND COORDINATION
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. The General Contract Conditions, Drawings and other Division-1 and CDOT
Specifications apply to section.
1.2 SUMMARY
A. This Section includes administrative provisions for coordinating construction operations
on Project including, but not limited to, the following:
1. Coordination Drawings.
2. Administrative and supervisory personnel.
3. Project meetings.
4. Requests for Interpretation (RFIs).
B. Each contractor shall participate in coordination requirements. Certain areas of
responsibility will be assigned to a specific contractor.
C. Related Sections include the following:
1. Division 1 Section 01320: Construction Progress Documentation for preparing
and submitting Contractor's Construction Schedule.
2. Division 1 Section 01700: Execution Requirements for procedures of
coordinating general installation and field-engineering services, including
establishment of benchmarks and control points.
3. Division 1 Section 01770: Closeout Procedures for coordinating closeout of the
Contract.
1.3 DEFINITIONS
A. RFI: Request from Contractor seeking interpretation or clarification of the Contract
Documents.
1.4 COORDINATION
A. Coordination: Coordinate construction operations included in different Sections of the
Specifications to ensure efficient and orderly installation of each part of the Work.
Coordinate construction operations, included in different Sections, which depend on
each other for proper installation, connection, and operation.
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PROJECT MANAGEMENT AND COORDINATION 01310 - 2
1. Schedule construction operations in sequence required to obtain the best results
where installation of one part of the Work depends on installation of other
components, before or after its own installation.
2. Coordinate installation of different components with other contractors to ensure
maximum accessibility for required maintenance, service, and repair.
3. Make adequate provisions to accommodate items scheduled for later installation.
4. Where availability of space is limited, coordinate installation of different
components to ensure maximum performance and accessibility for required
maintenance, service, and repair of all components, including mechanical and
electrical.
B. Prepare memoranda for distribution to each party involved, outlining special procedures
required for coordination. Include such items as required notices, reports, and list of
attendees at meetings.
1. Prepare similar memoranda for Owner and separate contractors if coordination of
their Work is required.
C. Administrative Procedures: Coordinate scheduling and timing of required
administrative procedures with other construction activities and activities of other
contractors to avoid conflicts and to ensure orderly progression of the Work. Such
administrative activities include, but are not limited to, the following:
1. Preparation of Contractor's Construction Schedule.
2. Preparation of the Schedule of Values.
3. Installation and removal of temporary facilities and controls.
4. Delivery and processing of submittals.
5. Progress meetings.
6. Pre-installation conferences.
7. Startup and adjustment of systems.
8. Project closeout activities.
D. Conservation: Coordinate construction activities to ensure that operations are carried
out with consideration given to conservation of energy, water, and materials.
1. Salvage materials and equipment involved in performance of, but not actually
incorporated into, the Work.
1.5 SUBMITTALS
A. Coordination Drawings: Prepare Coordination Drawings if limited space availability
necessitates maximum utilization of space for efficient installation of different
components or if coordination is required for installation of products and materials
fabricated by separate entities.
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PROJECT MANAGEMENT AND COORDINATION 01310 - 3
1. Content: Project-specific information, drawn accurately to scale. Do not base
Coordination Drawings on reproductions of the Contract Documents or standard
printed data. Include the following information, as applicable:
a. Indicate functional and spatial relationships of components of structural,
civil, mechanical, and electrical systems.
b. Indicate required installation sequences.
c. Indicate dimensions shown on the Contract Drawings and make specific
note of dimensions that appear to be in conflict with submitted equipment
and minimum clearance requirements. Provide alternate sketches to
Owner’s Representative for resolution of such conflicts. Minor dimension
changes and difficult installations will not be considered changes to the
Contract.
2. Sheet Size: At least 8-1/2 by 11 inches but no larger than 24 x 36 inches.
3. Number of Copies: Submit 4 opaque copies of each submittal. Owner’s
Representative, through Construction Manager, will return one copy.
a. Submit 4 copies where Coordination Drawings are required for operation
and maintenance manuals. Owner’s Representative and Construction
Manager will retain 3 copies; remainder will be returned. Mark up and
retain one returned copy as a Project Record Drawing.
4. Refer to individual Sections for Coordination Drawing requirements for Work in
those Sections.
B. Key Personnel Names: Within 5 days of starting construction operations, submit a list
of key personnel assignments, including superintendent and other personnel in
attendance at Project site. Identify individuals and their duties and responsibilities; list
addresses and telephone numbers, including mobile, home and office telephone
numbers. Provide names, addresses, and telephone numbers of individuals assigned as
standbys in the absence of individuals assigned to Project.
1. Post copies of list in Project meeting room, in temporary field office, and by each
temporary telephone. Keep list current at all times.
1.6 ADMINISTRATIVE AND SUPERVISORY PERSONNEL
A. General: In addition to Project superintendent, provide other administrative and
supervisory personnel as required for proper performance of the Work.
1.7 PROJECT MEETINGS
A. General: Attend meetings and conferences at Project site, unless otherwise indicated.
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PROJECT MANAGEMENT AND COORDINATION 01310 - 4
B. Preconstruction Conference: The pre-construction conference will be held at a time to
be determined by the Owner, after the awarding of the Contract and prior to the
issuance of the Notice to Proceed. The Contractor will have a complete construction
schedule ready for review at the time of the pre-construction conference.
1. Attendees: The meeting will involve authorized representatives of the Owner, the
Engineer, the Contractor, the Contractor’s site representative, subcontractors
performing over 20% of the contract, and representatives of utilities and other
properties that will be directly affected by the Work.
C. Pre-installation Conferences: Attend a pre-installation conference at Project site before
each construction activity that requires coordination with other construction.
1. Attendees: Installer and representatives of manufacturers and fabricators
involved in or affected by the installation and its coordination or integration with
other materials and installations that have preceded or will follow, shall attend the
meeting. Advise Owner’s Representative and Construction Manager of scheduled
meeting dates.
2. Do not proceed with installation if the conference cannot be successfully
concluded. Initiate whatever actions are necessary to resolve impediments to
performance of the Work and reconvene the conference at earliest feasible date.
D. Progress Meetings: Attend progress meetings at weekly intervals. Coordinate dates of
meetings with preparation of payment requests.
1. Attendees: In addition to representatives of Owner, Construction Manager, and
Owner’s Representative, each contractor, subcontractor, supplier, and other entity
concerned with current progress or involved in planning, coordination, or
performance of future activities shall be represented at these meetings. All
participants at the conference shall be familiar with the Project and authorized to
conclude matters relating to the Work.
2. Agenda: Review and correct or approve minutes of previous progress meeting.
Review other items of significance that could affect progress. Include topics for
discussion as appropriate to status of Project.
a. Contractor's Construction Schedule: Review progress since the last
meeting. Determine whether each activity is on time, ahead of schedule, or
behind schedule, in relation to Contractor's Construction Schedule.
Determine how construction behind schedule will be expedited; secure
commitments from parties involved to do so. Discuss whether schedule
revisions are required to ensure that current and subsequent activities will
be completed within the Contract Time.
1) Review schedule for next period.
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PROJECT MANAGEMENT AND COORDINATION 01310 - 5
b. Review present and future needs of each entity present, including the
following:
1) Sequence of operations.
2) Status of submittals.
3) Deliveries.
4) Off-site fabrication.
5) Access.
6) Site utilization.
7) Temporary facilities and controls.
8) Work hours.
9) Hazards and risks.
10) Quality and work standards.
11) Status of correction of deficient items.
12) Field observations.
13) RFIs.
14) Status of proposal requests.
15) Pending changes.
16) Status of Change Orders.
1.8 REQUESTS FOR INTERPRETATION (RFIs)
A. Procedure: Immediately on discovery of the need for interpretation of the Contract
Documents, and if not possible to request interpretation at Project meeting, prepare and
submit an RFI in the form specified.
1. RFIs shall originate with Contractor. RFIs submitted by entities other than
Contractor will be returned with no response.
2. Coordinate and submit RFIs in a prompt manner so as to avoid delays in
Contractor's work or work of subcontractors.
B. Content of the RFI: Include a detailed, legible description of item needing
interpretation and the following:
1. Project name.
2. Date.
3. Name of Contractor.
4. Name of Owner’s Representative and Construction Manager.
5. RFI number, numbered sequentially.
6. Specification Section number and title and related paragraphs, as appropriate.
7. Drawing number and detail references, as appropriate.
8. Field dimensions and conditions, as appropriate.
9. Contractor's suggested solution(s). If Contractor's solution(s) impact the Contract
Time or the Contract Sum, Contractor shall state impact in the RFI.
10. Contractor's signature.
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PROJECT MANAGEMENT AND COORDINATION 01310 - 6
11. Attachments: Include drawings, descriptions, measurements, photos, Product
Data, Shop Drawings, and other information necessary to fully describe items
needing interpretation.
a. Supplementary drawings prepared by Contractor shall include dimensions,
thicknesses, structural grid references, and details of affected materials,
assemblies, and attachments.
C. Hard-Copy RFIs: CSI Form 13.2A.
1. Identify each page of attachments with the RFI number and sequential page
number.
D. Software-Generated RFIs: Software-generated form with substantially the same content
as indicated above.
1. Attachments shall be electronic files in Adobe Acrobat PDF format.
E. Owner’s Representative's and Construction Manager's Action: Owner’s
Representative and Construction Manager will review each RFI, determine action
required, and return it. Allow seven working days for Owner’s Representative's
response for each RFI. RFIs received after 1:00 p.m. will be considered as received the
following working day.
1. The following RFIs will be returned without action:
a. Requests for approval of submittals.
b. Requests for approval of substitutions.
c. Requests for coordination information already indicated in the Contract
Documents.
d. Requests for adjustments in the Contract Time or the Contract Sum.
e. Requests for interpretation of Owner’s Representative's actions on
submittals.
f. Incomplete RFIs or RFIs with numerous errors.
2. Owner’s Representative's action may include a request for additional information,
in which case Owner’s Representative's time for response will start again.
3. Owner’s Representative's action on RFIs that may result in a change to the
Contract Time or the Contract Sum may be eligible for Contractor to submit
Change Proposal according to General Condition’s terms.
a. If Contractor believes the RFI response warrants change in the Contract
Time or the Contract Sum, notify Owner’s Representative and Construction
Manager in writing within 5 days of receipt of the RFI response.
F. On receipt of Owner’s Representative's and Construction Manager's action, update the
RFI log and immediately distribute the RFI response to affected parties. Review
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PROJECT MANAGEMENT AND COORDINATION 01310 - 7
response and notify Owner’s Representative and Construction Manager within 5 days if
Contractor disagrees with response.
G. RFI Log: Prepare, maintain, and submit a tabular log of RFIs organized by the RFI
number. Submit log weekly. Software log with not less than the following:
1. Project name.
2. Name and address of Contractor.
3. Name and address of Owner’s Representative and Construction Manager.
4. RFI number including RFIs that were dropped and not submitted.
5. RFI description.
6. Date the RFI was submitted.
7. Date Owner’s Representative's and Construction Manager's response was
received.
8. Identification of related Minor Change in the Work, Construction Change
Directive, and Proposal Request, as appropriate.
9. Identification of related Field Order, Work Change Directive, and Proposal
Request, as appropriate.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 01310
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CONSTRUCTION PROGRESS DOCUMENTATION 01320 - 1
SECTION 01320 - CONSTRUCTION PROGRESS DOCUMENTATION
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions, other CSI Divisions and CDOT Specification sections, apply to this
Section.
1.2 SUMMARY
A. This Section includes administrative and procedural requirements for documenting the
progress of construction during performance of the Work, including the following:
1. Contractor's Construction Schedule.
2. Submittals Schedule.
B. Related Sections include the following:
1. Division 1 Section 01310 Project Management and Coordination" for submitting
and distributing meeting and conference minutes.
2. Division 1 Section 01330 Submittal Procedures for submitting schedules and
reports.
1.3 SUBMITTALS
A. Submittals Schedule: Submit 3 copies of schedule. Arrange the following information
in a tabular format:
1. Scheduled date for first submittal.
2. Specification Section number and title.
3. Submittal category (action or informational).
4. Name of subcontractor.
5. Description of the Work covered.
6. Scheduled date for Owner’s Representative's final release or approval.
B. Contractor's Construction Schedule: Submit four opaque copies of initial schedule,
large enough to show entire schedule for entire construction period.
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CONSTRUCTION PROGRESS DOCUMENTATION 01320 - 2
1.4 COORDINATION
A. Coordinate preparation and processing of schedules and reports with performance of
construction activities and with scheduling and reporting of separate contractors.
B. Coordinate Contractor's Construction Schedule with the Schedule of Values, list of
subcontracts, Submittals Schedule, progress reports, payment requests, and other
required schedules and reports.
1. Secure time commitments for performing critical elements of the Work from
parties involved.
2. Coordinate each construction activity in the network with other activities and
schedule them in proper sequence.
PART 2 - PRODUCTS
2.1 SUBMITTALS SCHEDULE
A. Preparation: Submit a schedule of submittals, arranged in chronological order by dates
required by construction schedule. Include time required for review, re-submittal,
ordering, manufacturing, fabrication, and delivery when establishing dates.
1. Coordinate a standard submittal log.
2. Initial Submittal: Submit concurrently with bar-chart schedule. Include
submittals required during the first 60 days of construction. List those required to
maintain orderly progress of the Work and those required early because of long
lead time for manufacture or fabrication.
a. At Contractor's option, show submittals on the Preliminary Construction
Schedule, instead of tabulating them separately.
3. Final Submittal: Submit concurrently with the first complete submittal of
Contractor's Construction Schedule.
2.2 CONTRACTOR'S CONSTRUCTION SCHEDULE, GENERAL
A. Procedures: Comply with procedures contained in AGC's "Construction Planning &
Scheduling."
B. Time Frame: Extend schedule from date established for the Notice of Award to date of
Substantial and Final Completion.
1. Contract completion date shall not be changed by submission of a schedule that
shows an early completion date, unless specifically authorized by Change Order.
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C. Activities: Treat each separate area as a separate numbered activity for each principal
element of the Work. Comply with the following:
1. Activity Duration: Define activities so no activity is longer than 5 days, unless
specifically allowed by Owner’s Representative.
2. Procurement Activities: Include procurement process activities for the following
long lead items and major items, requiring a cycle of more than 60 days, as
separate activities in schedule. Procurement cycle activities include, but are not
limited to, submittals, approvals, purchasing, fabrication, and delivery.
a. Site Furnishings and pedestrian lights.
b. Shop Drawings for metal fabrication.
3. Submittal Review Time: Include review and re-submittal times indicated in
Division 1 Section "Submittal Procedures" in schedule. Coordinate submittal
review times in Contractor's Construction Schedule with Submittals Schedule.
4. Substantial Completion: Indicate completion in advance of date established for
Substantial Completion, and allow time for Owner’s Representative's
administrative procedures necessary for certification of Substantial Completion.
D. Constraints: Include constraints and work restrictions indicated in the Contract
Documents and as follows in schedule, and show how the sequence of the Work is
affected.
1. Phasing: Arrange list of activities on schedule by phase.
2. Products Ordered in Advance: Include a separate activity for each product.
Include delivery date. Delivery dates indicated stipulate the earliest possible
delivery date.
3. Work Restrictions: Show the effect of the following items on the schedule:
a. Coordination with existing construction.
b. Limitations of continued occupancies.
c. Uninterruptible services.
d. Use of premises restrictions.
4. Work Stages: Indicate important stages of construction for each major portion of
the Work, including, but not limited to, the following:
a. Submittals.
b. Mockups.
c. Fabrication.
d. Installation.
e. Curing.
5. Area Separations: Identify each major area of construction for each major portion
of the Work. Indicate where each construction activity within a major area must
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be sequenced or integrated with other construction activities to provide for the
following:
a. Substantial Completion.
E. Milestones: Include milestones indicated in the Contract Documents in schedule,
including, but not limited to, the Notice to Proceed, Substantial Completion, and Final
Acceptance, and the following interim milestones:
1. Trilby Road Closure/Opening
2. All utility relocation Work
3. Concrete Box Culvert & Wing Walls
4. Pedestrian bridges and abutments
F. Schedules: Prepare schedules using a program that has been developed specifically to
manage construction schedules – Microsoft Project 2007 at a minimum.
2.3 CONTRACTOR'S CONSTRUCTION SCHEDULE (GANTT CHART)
A. Gantt-Chart Schedule: Submit a comprehensive, fully developed, horizontal Gantt-
chart-type, Contractor's Construction Schedule within 5 days of the Notice to Proceed.
B. Preparation: Indicate each significant construction activity separately. Identify first
workday of each week with a continuous vertical line.
1. For construction activities that require 3 months or more to complete, indicate an
estimated completion percentage in weekly increments within time bar.
2. Salient features to be shown on the Contractor’s progress schedule are:
a. Mobilization / Construction Surveying / Erosion Control
b. Trilby Roadway Closure
c. Traffic Control
d. Utility Relocations
e. CBC & Wing wall placement
f. Guardrail placement
g. Trilby Roadway Opening
h. Retaining Walls
i. Concrete Bike Path
j. Pedestrian bridges and abutments
k. Lighting
l. Survey “As-Built” verifications
m. Site Restoration & Clean Up
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PART 3 - EXECUTION
3.1 CONTRACTOR'S CONSTRUCTION SCHEDULE
A. Contractor's Construction Schedule Updating: At bi-weekly intervals, update schedule
to reflect actual construction progress and activities. Issue schedule at time of pay
application.
1. Revise schedule immediately after activity where revisions have been recognized
or made. Issue updated schedule monthly.
2. Include a report with updated schedule that indicates every change, including, but
not limited to, changes in logic, durations, actual starts and finishes, and activity
durations.
3. As the Work progresses, indicate Actual Completion percentage for each activity.
4. Provide 3 week ‘look ahead’ schedule at each progress meeting.
B. Distribution: Distribute copies of approved schedule to Owner’s
Representative, Engineer, Construction Manager, separate contractors, testing and
inspecting agencies, and other parties identified by Contractor with a need-to-know
schedule responsibility.
1. Post copies in Project meeting rooms and temporary field offices.
2. When revisions are made, distribute updated schedules to the same parties and
post in the same locations. Delete parties from distribution when they have
completed their assigned portion of the Work and are no longer involved in
performance of construction activities.
C. Modifications to Time of Completion in the Approved Schedule
1. The date of beginning and the times for completion of the work are essential
conditions of the Contract Documents and the work embraced shall be
commenced on a date specified in the Notice to Proceed.
The Contractor will proceed with the work at such rate of progress to ensure full
completion within the contract time. It is expressly understood and agreed, by
and between the Contractor and the Owner that the contract time for the
completion of the work described herein is a reasonable time, taking into
consideration the climatic and other factors prevailing in the locality of the work.
Every effort shall be made by the Contractor to complete the project within the
"Contract Time" shown in the proposal. The "Contract Time" anticipates a
“Normal” weather and climate condition in and around the vicinity of the Project
site during the times of year that the construction will be carried out. Extensions
of time based upon weather conditions shall be granted only if the Contractor
demonstrates clearly that such conditions were "unusually severe," would not
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CONSTRUCTION PROGRESS DOCUMENTATION 01320 - 6
have been reasonably anticipated, and that such conditions adversely affected the
Contractor’s work and thus required additional time to complete the work.
2. The following specifies the procedure for the determination of time extensions for
unusually severe weather. The listing below defines the anticipated number of
calendar days lost to adverse weather for each month and is based upon National
Oceanic and Atmospheric Administration (NOAA) or similar data for the
geographic location of the project.
The above schedule of anticipated adverse weather will constitute the base line for
monthly (or portion thereof) weather time evaluations. Upon acknowledgment of
the Notice to Proceed and continuing throughout the contract on a monthly basis,
actual adverse weather days and the impact of adverse weather days that delay the
work will be recorded on a day-to-day basis. It is assumed that the work will be
carried out Mondays through Fridays (holidays excluded) unless an approved
construction schedule or written authorization from the Owner indicates other-
wise. The number of days of delayed work due to adverse weather or the impact
thereof will then be compared to the monthly adverse weather schedule above.
An actual adverse weather day must prevent work for 50 percent or more of the
Contractor’s workday, delay work critical to the timely completion of the project,
and be documented by the Contractor. The City Representative observing the
construction shall determine on a daily basis whether or not work can proceed or
if work is delayed due to adverse weather or the effects thereof. The Contractor
shall notify the Construction Coordinator in writing of any disagreement as to
whether or not work can proceed on a given date, within 2 calendar days of that
date. The Owner will use the above written notification in determining the num-
ber of working days for which work was delayed during each month.
3. At the end of each month, if the number of working days for which work was
delayed due to adverse weather exceeds that shown in the above schedule, a
Change Order will be executed which increases the Contract Time. The number
of workdays delayed due to adverse weather or the impact thereof will then be
converted to Calendar Days based on the contract completion day and date. This
conversion assumes a 5-day work week, Mondays through Fridays, holidays
excepted; should the Contractor have authorization to work weekends and/or
holidays, then the method of conversion of workdays to calendar days would take
this into consideration. The contract time period will then be increased by the
number of calendar days calculated above and a new contract completion day and
date will be set.
Monthly Anticipated Calendar Days Lost to Adverse Weather Conditions
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
(7) (4) (4) (4) (6) (3) (4) (2) (3) (3) (2) (5)
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4. The Contractor’s schedule must reflect the above-anticipated adverse weather
delays on all weather-dependent activities.
5. While extensions of time shall be granted for "unusually severe" weather or
climate conditions, the Owner shall make no monetary compensation for any
costs to the Contractor arising out of such delays. The Contractor shall comply
with the portions of the Contract Documents relating to his project schedule and
amendments thereto which result from the "unusually severe" weather condition.
6. Breakdowns in equipment or lack of performance by the Contractor will not be
considered justification for an extension of time. Liquidated damages will be
assessed as delineated elsewhere.
7. The Contractor shall not be charged with liquidated damages or any excess cost
when the delay in completion of the work is due to the following, and the
Contractor has promptly given written notice of such delay to the Owner or
Engineer.
a. To any preference, priority, or allocation order duly issued by the Owner.
b. To unforeseeable causes beyond the control and without the fault or
negligence of the Contractor, including but not restricted to, acts of God, or
of the public enemy, acts of the Owner, acts of another Contractor in the
performance of a separate contract with the Owner, fires, floods, epidemics,
quarantine restrictions, strikes, freight embargoes, and abnormal and
unforeseeable weather as provided above; and
c. To any delays of Subcontractors occasioned by any of the causes specified
in paragraphs 1 and 2, above.
END OF SECTION 01320
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SUBMITTAL PROCEDURES 01330 - 1
SECTION 01330 - SUBMITTAL PROCEDURES
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and other Division 1 Specification Sections, apply to this Section.
1.2 SUMMARY
A. This Section includes administrative and procedural requirements for submitting Shop
Drawings, Product Data, Samples, and other submittals.
B. Related Sections include the following:
1. Division 1 Section 01310 Project Management and Coordination for submitting
Coordination Drawings.
2. Division 1 Section 01320 Construction Progress Documentation for submitting
schedules and reports, including Contractor's Construction Schedule and the
Submittals Schedule.
3. Division 1 Section 01770 Closeout Procedures for submitting warranties.
4. Division 1 Section 01781 Project Record Documents for submitting Record
Drawings, Record Specifications, and Record Product Data.
5. Division 1 Section 01782 Operation and Maintenance Data for submitting
operation and maintenance manuals.
6. C.D.O.T. Specifications and Divisions 2 - 16 Sections for specific requirements
for submittals in those Sections.
1.3 DEFINITIONS
A. Action Submittals: Written and graphic information that requires Engineer’s and
Owner Representative’s responsive action.
B. Informational Submittals: Written information that does not require Engineer's and
Owner Representative’s responsive action. Submittals may be rejected for not
complying with requirements.
1.4 SUBMITTAL PROCEDURES
A. General: Electronic copies of CAD Drawings of the Contract Drawings will be
provided by Engineer for Contractor's use in preparing submittals.
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B. Coordination: Coordinate preparation and processing of submittals with performance of
construction activities.
1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other
submittals, and related activities that require sequential activity.
2. Coordinate transmittal of different types of submittals for related parts of the
Work so processing will not be delayed because of need to review submittals
concurrently for coordination.
a. Engineer and Owner Representative reserve the right to withhold action on
a submittal requiring coordination with other submittals until related
submittals are received.
C. Submittals Schedule: Comply with requirements in Division 1 Section "Construction
Progress Documentation" for list of submittals and time requirements for scheduled
performance of related construction activities.
D. Processing Time: Allow enough time for submittal review, including time for re-
submittals, as follows. Time for review shall commence on Owner Representative's
receipt of submittal. No extension of the Contract Time will be authorized because of
failure to transmit submittals enough in advance of the Work to permit processing,
including re-submittals.
1. Initial Review: Allow 5 days for initial review of each submittal. Allow
additional time if coordination with subsequent submittals is required. Owner
Representative will advise Contractor when a submittal being processed must be
delayed for coordination.
2. Intermediate Review: If intermediate submittal is necessary, process it in same
manner as initial submittal.
3. Re-submittal Review: Allow 5 days for review of each re-submittal.
4. Concurrent Consultant Review: Where the Contract Documents indicate that
submittals may be transmitted simultaneously to Engineer and to subconsultants,
allow 10 days for review of each submittal. Submittal will be returned to Owner
Representative, through Engineer, before being returned to Contractor.
E. Identification: Place a permanent label or title block on each submittal for
identification.
1. Indicate name of firm or entity that prepared each submittal on label or title block.
2. Provide a space approximately 2 by 4 inches on label or beside title block to
record Contractor's review and approval markings and action taken by
Engineer and Owner Representative.
3. Include the following information on label for processing and recording action
taken:
a. Project name.
b. Date.
c. Name and address of Engineer and Owner Representative.
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d. Name and address of Contractor.
e. Submittal number or other unique identifier, including revision identifier.
1) Submittal number shall use Specification Section number followed by
a decimal point and then a sequential number (e.g., 06100.01). Re-
submittals shall include an alphabetic suffix after another decimal
point (e.g., 06100.01.A).
f. Number and title of appropriate Specification Section.
g. Drawing number and detail references, as appropriate.
h. Other necessary identification.
F. Deviations: Highlight, encircle, or otherwise specifically identify deviations or
substitutions from the Contract Documents on submittals.
G. Additional Copies: Unless additional copies are required for final submittal, and unless
Engineer or Owner Representative observes noncompliance with provisions in the
Contract Documents, initial submittal may serve as final submittal.
1. Submit one copy of submittal to concurrent reviewer in addition to specified
number of copies to Engineer and Owner Representative.
2. Additional copies submitted for maintenance manuals will not be marked with
action taken and will be returned.
H. Transmittal: Package each submittal individually and appropriately for transmittal and
handling. Transmit each submittal using a transmittal form. Engineer and Owner
Representative will return submittals, without review, received from sources other than
Contractor.
1. Transmittal Form: Use CSI Form 12.1A.
2. On an attached separate sheet, prepared on Contractor's letterhead, record relevant
information, requests for data, revisions other than those requested by
Engineer and Owner Representative on previous submittals, and deviations from
requirements in the Contract Documents, including minor variations and
limitations. Include same label information as related submittal.
I. Re-submittals: Make re-submittals in same form and number of copies as initial
submittal.
1. Note date and content of previous submittal.
2. Note date and content of revision in label or title block and clearly indicate extent
of revision.
3. Resubmit submittals until they are marked "Approved” or “Approved as Noted."
J. Distribution: Furnish copies of final submittals to manufacturers, subcontractors,
suppliers, fabricators, installers, authorities having jurisdiction, and others as necessary
for performance of construction activities. Show distribution on transmittal forms.
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K. Use for Construction: Use only final submittals with mark indicating "Approved” or
“Approved as Noted." taken by Engineer and Owner Representative.
1.5 CONTRACTOR'S USE OF ENGINEER'S CAD FILES
A. General: At Contractor's written request, copies of Engineer's CAD files will be
provided to Contractor for Contractor's use in connection with Project, subject to the
following conditions:
1. AutoCAD format files will be made available via an FTP website.
PART 2 - PRODUCTS
2.1 ACTION SUBMITTALS
A. General: Prepare and submit Action Submittals required by individual Specification
Sections.
B. Product Data: Collect information into a single submittal for each element of
construction and type of product or equipment.
1. If information must be specially prepared for submittal because standard printed
data are not suitable for use, submit as Shop Drawings, not as Product Data.
2. Mark each copy of each submittal to show which products and options are
applicable.
3. Include the following information, as applicable:
a. Manufacturer's written recommendations.
b. Manufacturer's product specifications.
c. Manufacturer's installation instructions.
d. Standard color charts.
e. Manufacturer's catalog cuts.
f. Wiring diagrams showing factory-installed wiring.
g. Printed performance curves.
h. Mill reports.
i. Standard product operation and maintenance manuals.
j. Compliance with specified referenced standards.
k. Testing by recognized testing agency.
4. Submit Product Data before or concurrent with Samples.
5. Number of Copies: Submit 4 copies of Product Data, unless otherwise indicated.
Engineer, through Owner Representative, will return 2 copies. Mark up and
retain one returned copy as a Project Record Document.
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C. Shop Drawings: Prepare Project-specific information, drawn accurately to scale. Do
not base Shop Drawings on reproductions of the Contract Documents or standard
printed data, unless submittals of Engineer’s CAD Drawings are otherwise permitted.
1. Preparation: Fully illustrate requirements in the Contract Documents. Include the
following information, as applicable:
a. Dimensions.
b. Fabrication and installation drawings.
c. Roughing-in and setting diagrams.
d. Wiring diagrams showing field-installed wiring, including power, signal,
and control wiring.
e. Templates and patterns.
f. Schedules.
g. Design calculations.
h. Compliance with specified standards.
i. Notation of coordination requirements.
j. Notation of dimensions established by field measurement.
k. Seal and signature of professional engineer if specified.
l. Wiring Diagrams: Differentiate between manufacturer-installed and field-
installed wiring.
2. Sheet Size: Except for templates, patterns, and similar full-size drawings, submit
Shop Drawings on sheets at least 8-1/2 by 11 inches but no larger than 24 x 36
inches .
3. Number of Copies: Submit 4 opaque copies of each submittal, unless copies are
required for operation and maintenance manuals. Submit five copies where
copies are required for operation and maintenance manuals. Engineer and Owner
Representative will retain two copies; remainder will be returned. Mark up and
retain one returned copy as a Project Record Drawing.
D. Samples: Submit Samples for review of kind, color, pattern, and texture for a check of
these characteristics with other elements and for a comparison of these characteristics
between submittal and actual component as delivered and installed.
1. Transmit Samples that contain multiple, related components such as accessories
together in one submittal package.
2. Identification: Attach label on unexposed side of Samples that includes the
following:
a. Generic description of Sample.
b. Product name and name of manufacturer.
c. Sample source.
d. Number and title of appropriate Specification Section.
3. Disposition: Maintain sets of approved Samples at Project site, available for
quality-control comparisons throughout the course of construction activity.
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Sample sets may be used to determine final acceptance of construction associated
with each set.
a. Samples not incorporated into the Work, or otherwise designated as
Owner's property, are the property of Owner.
4. Samples for Initial Selection: Submit manufacturer's color charts consisting of
units or sections of units showing the full range of colors, textures, and patterns
available.
a. Number of Samples: Submit 2 full set(s) of available choices where color,
pattern, texture, or similar characteristics are required to be selected from
manufacturer's product line. Engineer, through Owner Representative, will
return one full set of submittal with options selected.
5. Samples for Verification: Submit full-size units or Samples of size indicated,
prepared from same material to be used for the Work, cured and finished in
manner specified, and physically identical with material or product proposed for
use, and that show full range of color and texture variations expected. Samples
include, but are not limited to, the following: partial sections of manufactured or
fabricated components; small cuts or containers of materials; complete units of
repetitively used materials; swatches showing color, texture, and pattern; color
range sets; and components used for independent testing and inspection.
a. Number of Samples: Submit 4 sets of Samples. Engineer and Owner
Representative will retain two Sample sets; remainder will be
returned. Mark up and retain one returned Sample set as a Project Record
Sample.
1) Submit a single Sample where assembly details, workmanship,
fabrication techniques, connections, operation, and other similar
characteristics are to be demonstrated.
2) If variation in color, pattern, texture, or other characteristic is inherent
in material or product represented by a Sample, submit at least 4 sets
of paired units that show approximate limits of variations.
E. Submittals Schedule: Comply with requirements specified in Division 1 Section
"Construction Progress Documentation."
2.2 INFORMATIONAL SUBMITTALS
A. General: Prepare and submit Informational Submittals required by other Specification
Sections.
1. Number of Copies: Submit 4 copies of each submittal, unless otherwise
indicated. Engineer and Owner Representative will not return copies.
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2. Certificates and Certifications: Provide a notarized statement that includes
signature of entity responsible for preparing certification. Certificates and
certifications shall be signed by an officer or other individual authorized to sign
documents on behalf of that entity.
3. Test and Inspection Reports: Comply with requirements specified in Division 1
Section "Quality Requirements."
B. Qualification Data: Prepare written information that demonstrates capabilities and
experience of firm or person. Include lists of completed projects with project names
and addresses, names and addresses of Engineers and owners, and other information
specified.
C. Insurance Certificates and Bonds: Prepare written information indicating current status
of insurance or bonding coverage. Include name of entity covered by insurance or
bond, limits of coverage, amounts of deductibles, if any, and term of the coverage.
D. Material Safety Data Sheets (MSDSs): Submit information directly to Owner; do not
submit to Engineer, except as required in "Action Submittals" Article.
1. Engineer will not review submittals that include MSDSs and will return the entire
submittal for re-submittal.
2.3 DELEGATED DESIGN
A. Performance and Design Criteria: Where professional design services or certifications
by a design professional are specifically required of Contractor by the Contract
Documents, provide products and systems complying with specific performance and
design criteria indicated.
1. If criteria indicated are not sufficient to perform services or certification required,
submit a written request for additional information to Engineer.
B. Delegated-Design Submittal: In addition to Shop Drawings, Product Data, and other
required submittals, submit 4 copies of a statement, signed and sealed by the
responsible design professional, for each product and system specifically assigned to
Contractor to be designed or certified by a design professional licensed in the State of
Colorado.
1. Indicate that products and systems comply with performance and design criteria
in the Contract Documents. Include list of codes, loads, and other factors used in
performing these services.
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PART 3 - EXECUTION
3.1 CONTRACTOR'S REVIEW
A. Review each submittal and check for coordination with other Work of the Contract and
for compliance with the Contract Documents. Note corrections and field dimensions.
Mark with approval stamp before submitting to Engineer and Owner Representative.
B. Approval Stamp: Stamp each submittal with a uniform, approval stamp. Include
Project name and location, submittal number, Specification Section title and number,
name of reviewer, date of Contractor's approval, and statement certifying that submittal
has been reviewed, checked, and approved for compliance with the Contract
Documents.
3.2 ENGINEER'S AND OWNER REPRESENTATIVE'S / ACTION
A. General: Engineer and Owner Representative will not review submittals that do not
bear Contractor's approval stamp and will return them without action.
B. Action Submittals: Engineer and Owner Representative will review each submittal,
make marks to indicate corrections or modifications required, and return it. Engineer
and Owner Representative will stamp each submittal with an action stamp and will
mark stamp appropriately to indicate action taken, as follows:
1. “Approved” – No further action required
2. “Approved as Noted” – Contractor to modify submittal as noted, but is not
required to resubmit.
3. “Revise and Resubmit” – Contractor to modify submittal as noted, and resubmit
for approval prior to proceeding with continued work associated with submittal to
be revised.
4. “Rejected” – Submittal is not compatible with intent of construction documents.
C. Informational Submittals: Engineer and Owner Representative will review each
submittal and will not return it, or will return it if it does not comply with requirements.
Engineer and Owner Representative will forward each submittal to appropriate party.
D. Partial submittals are not acceptable, will be considered nonresponsive, and will be
returned without review.
E. Submittals not required by the Contract Documents may not be reviewed and may be
discarded.
END OF SECTION 01330
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QUALITY CONTROL 01400 - 1
SECTION 01400 - QUALITY CONTROL
PART 1 - GENERAL
1.1 RELATED DOCUMENTS: The General Contract Conditions, Drawings and other
Division 1-Specification sections apply to work of this section.
1.2 SUMMARY:
A. This Section describes administrative and procedural requirements for quality
control services, including:
1. Field samples
2. Mock-ups
3. Inspection and testing laboratory services
4. Manufacturer's field services and reports
B. Related Work:
1. Submittals: Section 01330
2. Inspections and tests required and standards for testing: Individual
Specification Sections
1.3 DEFINITIONS:
A. Quality control services include inspections and tests, and related actions,
including reports, performed by independent agencies, governing authorities, and
the Contractor. Contract enforcement activities performed by the Owner
Representative are not included.
B. Inspection and testing services required to verify compliance with requirements
specified do not relieve the Contractor of responsibility to comply with
requirements of the Contract Documents.
C. Requirements of this Section relate to customized fabrication and installation
procedures and not production of standard products.
1. Specific quality control requirements, inspections and tests, covering
production, customized fabrication and installation procedures of standard
products are specified in the individual sections.
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2. Inspections, tests and related actions specified are not intended to limit the
Contractor's quality control procedures that facilitate compliance with
Contract Documents.
3. Requirements for the Contractor to provide quality control services
requested by the Owner Representative or authorities having jurisdiction
are not limited by provisions of this Section.
1.4 RESPONSIBILITIES:
A. Contractor Responsibilities:
1. The Contractor shall provide inspections, tests and similar quality control
services, specified in individual specification sections and required by
governing authorities, except where they are indicated to be the
responsibility of the Owner, or are provided by another entity. Costs for
Owner services shall not be included in the Contract Sum.
2. Notify the Owner Representative at least one (1) working day in advance
so that the Owner Representative may observe the tests.
B. Retesting:
1. The Contractor is responsible for retesting where results of required
inspections, tests or similar services prove unsatisfactory and do not meet
specified requirements, regardless of whether the original test was the
Contractor's responsibility.
2. Cost of retesting construction revised or replaced by the Contractor is the
Contractor's responsibility regardless of the results, where required tests
were performed on original construction.
C. Limitations: Where manufactured products or equipment are required to have
representative samples tested, do not use such materials or equipment until tests
have been made and the materials or equipment are found to be acceptable. Do
not incorporate in the work any product that becomes unfit for use after
acceptance.
D. Associated Services: The Contractor shall cooperate with Owner Representative
or other agencies performing required inspections, tests and similar services and
provide reasonable associated services as requested. Notify the agency
sufficiently in advance of operations to permit assignment of personnel.
Associated services required include:
1. Providing access to the Work and furnishing incidental labor and facilities
necessary to facilitate inspections and tests.
2. Taking adequate quantities of representative samples of materials that
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QUALITY CONTROL 01400 - 3
require testing or assisting the agency in taking samples.
3. Providing facilities for storage and curing of test samples, and delivery of
samples to testing laboratories.
4. Providing adequate facilities or accommodations for safe storage and
proper curing of concrete test cylinders on the project site for the first 24
hours after casting as required by ASTM C31.
5. Providing the agency with a preliminary design mix proposed for use for
material mixes that require control by the testing agency.
6. Security and protection of samples and test equipment at the project site.
E. Owner’s Responsibilities:
1. The Owner Representative will arrange for inspections, tests and similar
quality control services specified to be performed by independent agencies
and not by the Contractor, except where they are specifically indicated as
the Contractor's responsibility or are provided by authorities having
jurisdiction or another identified entity. Costs for these services are not to
be included in the Contract Sum.
2. The Owner will employ and pay for the services of an independent agency,
testing laboratory or other qualified firm to perform services that are the
Owner’s responsibility.
3. Duties of Testing Agency:
a. The independent testing agency engaged to perform inspections,
sampling and testing of materials shall cooperate with the Owner
and Contractor in performance of its duties, and shall provide
qualified personnel to perform required inspections and tests.
b. The agency shall notify the Owner and Contractor promptly of
irregularities or deficiencies observed in the Work during
performance of its services.
c. The agency is not authorized to release, revoke, alter or enlarge any
requirement of the Contract Documents, or approve or accept any
portion of the Work.
d. The agency shall not perform any duties of the Contractor.
4. Coordination:
a. The Contractor and each agency engaged to perform inspections,
tests and similar services shall coordinate activities to avoid the
necessity of removing and replacing construction to accommodate
inspections and tests.
b. The Contractor is responsible for scheduling times for inspections,
tests, taking samples and similar activities.
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1.5 SUBMITTALS:
A. General: Refer to Section 01330 for general requirements of submittals. Certified
written report of each inspection, test or similar service, will be submitted directly
to the Owner Representative except to the Contractor with copy to the Owner
Representative when service is the Contractor's responsibility. Submit additional
copies directly to governing authorities when requested by that authority.
B. Report Data: Written reports of each inspection, test or similar service shall
include, but not be limited to:
1. Date of issue.
2. Project title and number.
3. Dates and locations of samples and tests or inspections.
4. Names of individuals making the inspection or test.
5. Designation of the work and test method.
6. Identification of product and specification section.
7. Complete inspection or test data.
8. Test results and interpretation of test results.
9. Ambient conditions at the time of sample taking and testing.
10. Comments or professional opinion as to whether inspected or tested work
complies with Contract Document requirements.
11. Name and signature of laboratory inspector.
12. Recommendations on retesting.
1.6 QUALITY ASSURANCE:
A. Qualification of Service Agencies: Engage inspection and testing service agencies,
including independent testing laboratories, which are prequalified as complying
with "Recommended Requirements for Independent Laboratory Qualification" by
American Council of Independent Laboratories, which are recognized in the
industry as specialized in the types of inspections and tests to be performed and
which have not less than five (5) years experience in such testing.
B. Comply with requirements of ASTM E329 and ASTM D3740.
1. Each inspection and testing agency shall be authorized to operate in the
State of Colorado.
2. Maintain a full time registered engineer on staff to review services.
3. Calibrate testing equipment at reasonable intervals with devices of
accuracy traceable to National Bureau of Standards or of accepted values
of natural physical constants.
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QUALITY CONTROL 01400 - 5
C. Control of Installation:
1. Monitor quality control over products, services, site conditions, and
workmanship to produce work of specified quality.
2. Comply fully with manufacturers' instructions, including each step in
sequence.
3. Should manufacturers' instructions conflict with Contract Documents,
request clarification from Owner Representative before proceeding.
4. Comply with specified standards as a minimum quality for the work
except when more stringent tolerances, codes, or specified requirements
indicate higher standards or more precise workmanship.
5. Perform work by persons qualified to produce workmanship of specified
quality.
1.7 FIELD SAMPLES:
A. Install field samples for review at the site as required by individual specification
sections.
B. Assemble and erect specified items with specified or required attachment and
anchorage devices, flashings, seals, and finishes.
1.8 INSPECTION AND TESTING LABORATORY SERVICES:
A. Perform inspections, tests and other services specified in individual specification
sections.
B. Submit reports indicating observations and results of tests indicating compliance
or non-compliance with Contract Documents.
1.9 MANUFACTURER'S FIELD SERVICES:
A. When specified in respective Specification sections, Contractor shall require
supplier or manufacturer to provide qualified personnel to observe field
conditions, conditions of surfaces and installation, quality of workmanship, start-
up of equipment, testing, adjusting and balancing of equipment as applicable, and
to make appropriate recommendations.
B. Manufacturer's representative shall submit written report to the Owner
Representative listing observations and recommendations.
PART 2 - PRODUCTS (Not applicable)
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PART 3 - EXECUTION
3.1 The Owner will pay for testing for soil and aggregate compaction, concrete, asphalt, and
inert groundcover materials. The Contractor will pay for any retesting as a result of test
failures.
3.2 REPAIR AND PROTECTION:
A. Upon completion of inspection, testing, sample taking and similar services, repair
damaged construction and restore substrates and finishes to eliminate deficiencies,
including deficiencies in visual qualities of exposed finishes.
B. Protect construction exposed by or for quality control service activities, and
protect repaired construction.
C. Repair and protection is the Contractor's responsibility, regardless of the
assignment of responsibility for inspection, testing or similar services.
3.3 SCHEDULE OF INSPECTIONS AND TESTS: The following is a summary of tests and
inspections specified in the appropriate sections and compiled here for convenience of
reference. Additional testing as referenced in individual sections will also be required.
A. Testing Paid by Owner (Initial Test Only):
1. Fill and backfill compaction density tests
2. Trench & Structural Backfill
3. Pipe & Structural Bedding
4. Tests not called for by the Specifications of materials delivered to the site.
5. Concrete, mortar and grout tests
6. Asphalt Pavement
B. Testing Paid By Contractor:
1. Contractor to pay for retesting if further tests are required.
2. Testing of Water Lines: In conformance with City and/or Fort Collins
Loveland Water District Standards.
3. All performance and field testing specifically called for by the
specifications.
4. Testing of pipe.
5. Vacuum testing of manholes.
6. Concrete materials and mix designs.
7. Asphalt materials and mix designs
8. Gradation tests for embedment, fill and backfill materials.
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QUALITY CONTROL 01400 - 7
9. Material Substitution - any test for basic material or fabrication of
equipment offered as a substitution for a specified item on which a test
may be required in order to prove it compliant with the specifications.
Nothing contained herein is intended to imply that the Contractor does not have
the right to have tests performed on any material at any time for his/her own
information and job control so long as the Owner does not assume responsibility
for the cost or for giving them consideration when appraising quality materials.
END OF SECTION 01400
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CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS 01500 - 1
SECTION 01500 – CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. The General Contract Conditions, Drawings and other Division-1 and CDOT
Specifications apply to work of this section.
1.2 SUMMARY
A. This Section includes requirements for temporary utilities, support facilities, and
security and protection facilities.
1.3 USE CHARGES
A. General: Cost or use charges for temporary facilities shall be included in the Contract
Sum. Allow other entities to use temporary services and facilities without cost,
including, but not limited to, testing agencies, and authorities having jurisdiction.
B. Electric Power Service: Pay electric power service use charges for electricity used by
all entities for construction operations.
1.4 SUBMITTALS
A. Site Plan: Show temporary facilities, utility hookups, staging areas, contractor
circulation routes, public access routes, and parking areas for construction personnel. If
Contractor does not intend to provide a designated parking area for construction
personnel, submit a signed letter outlining construction personnel parking
accommodations.
1.5 QUALITY ASSURANCE
A. Electric Service: Comply with NECA, NEMA, and UL standards and regulations for
temporary electric service. Install service to comply with NFPA 70.
B. Tests and Inspections: Arrange for authorities having jurisdiction to test and inspect
each temporary utility before use. Obtain required certifications and permits.
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CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS 01500 - 2
1.6 PROJECT CONDITIONS
A. Temporary Use of Permanent Facilities: Installer of each permanent service shall
assume responsibility for operation, maintenance, and protection of each permanent
service during its use as a construction facility before Owner's acceptance, regardless of
previously assigned responsibilities.
B. Take reasonable measures to control and avoid unnecessary noise, dust, pollution, and
erosion that might result from construction activities.
PART 2 - PRODUCTS
2.1 TEMPORARY FACILITIES
A. Storage and Fabrication Sheds: Provide sheds sized, furnished, and equipped to
accommodate materials and equipment for construction operations.
1. Store combustible materials 20 ft minimum from buildings.
B. Trash Containers.
1. Provide adequate trash containers for maintaining clean and safe project site.
PART 3 - EXECUTION
3.1 INSTALLATION, GENERAL
A. Locate facilities where they will serve Project adequately and result in minimum
interference with performance of the Work or surrounding buildings. Relocate and
modify facilities as required by progress of the Work.
B. Provide each facility ready for use when needed to avoid delay. Do not remove until
facilities are no longer needed.
C. Provide the following: temporary water service, ventilation, portable restrooms,
security, and progress cleaning.
3.2 TEMPORARY UTILITY INSTALLATION
A. General: Install temporary service or connect to existing service.
1. Arrange with utility company, Owner, and existing users for time when service
can be interrupted, if necessary, to make connections for temporary services.
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CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS 01500 - 3
B. Electric Power Service: Provide electric power service and distribution system of
sufficient size, capacity, and power characteristics required for construction operations.
1. Install electric power service underground, unless otherwise indicated.
2. Connect temporary service to Owner's existing power source, as directed by
Owner.
3. Delete first subparagraph below if Owner maintains a separate on-site field office.
4. Provide superintendent with cellular telephone.
3.3 SUPPORT FACILITIES INSTALLATION
A. General: Comply with the following:
1. Provide incombustible construction for offices, shops, and sheds if necessary
located within construction area or within 20 feet of building lines. Comply with
NFPA 241.
2. Maintain support facilities until near Substantial Completion. Remove before
Substantial Completion. Personnel remaining after Substantial Completion will
be permitted to use permanent facilities, under conditions acceptable to Owner.
B. Project Identification and Temporary Signs: Provide Project identification and other
signs. Install signs where indicated to inform public and individuals seeking entrance to
Project. Unauthorized signs are not permitted.
1. Provide temporary, directional signs for construction personnel and visitors.
2. Maintain and touchup signs so they are legible at all times.
3.4 SECURITY AND PROTECTION FACILITIES INSTALLATION
A. Temporary Erosion and Sedimentation Control: Comply with all requirements
specified in the Stormwater Management Plan, all permits associated with the project
and all Federal, State and Local regulatory requirements
B. Security Enclosure and Lockup: Install substantial temporary enclosure around
partially completed areas of construction. Provide lockable entrances to prevent
unauthorized entrance, vandalism, theft, and similar violations of security.
C. Barricades, Warning Signs, and Lights: Comply with requirements of authorities
having jurisdiction for erecting structurally adequate barricades, including warning
signs and lighting.
3.5 OPERATION, TERMINATION, AND REMOVAL
A. Supervision: Enforce strict discipline in use of temporary facilities. To minimize waste
and abuse, limit availability of temporary facilities to essential and intended uses.
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CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS 01500 - 4
B. Maintenance: Maintain facilities in good operating condition until removal.
1. Maintain operation of temporary enclosures on a 24-hour basis where required to
achieve indicated results and to avoid possibility of damage.
C. Termination and Removal: Remove each temporary facility when the need for its
service has ended, when it has been replaced by authorized use of a permanent facility,
or no later than Substantial Completion. Complete or, if necessary, restore permanent
construction that may have been delayed because of interference with temporary
facility. Repair damaged Work, clean exposed surfaces, and replace construction that
cannot be satisfactorily repaired.
1. Materials and facilities that constitute temporary facilities are property of
Contractor. Owner reserves right to take possession of Project identification
signs.
2. At Substantial Completion, clean and renovate permanent facilities used during
construction period. Comply with final cleaning requirements specified in
Division 1 Section "Closeout Procedures."
END OF SECTION 01500
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Material and Equipment 01600 - 1
SECTION 01600 - MATERIAL AND EQUIPMENT
PART 1: GENERAL
1.1 RELATED DOCUMENTS: The General Contract Conditions, Drawings and other CSI
Divisions and CDOT Specification sections apply to Work of this section.
1.2 SUMMARY: This section includes administrative and procedural requirements
governing the Contractor's selection of products for use in the project.
1.3 DEFINITIONS: Definitions used in this Article are not intended to change the meaning of
other terms used in the Contract Documents, such as "specialties," "systems," "structure,"
"finishes," "accessories," and similar terms. Such terms are self-explanatory and have
well-recognized meanings in the construction industry.
A. Products: Are items purchased for incorporation in the Work, whether purchased
for the Project or taken from previously purchased stock. The term "Product"
includes the terms "material", "equipment", "system" and terms of similar intent.
B. Named Products: Are items identified by manufacturer's product name, including
make or model designation, indicated in the manufacturers published product
literature that is current as of the date of the Contract Documents.
C. Materials: Are products that are substantially shaped, cut, worked, mixed,
finished, refined or otherwise fabricated, processed, or installed to form a part of
the Work.
D. Equipment: Is a product with operational parts, whether motorized or manually
operated, that requires service connections such as wiring or piping.
1.4 SUBMITTALS:
A. Product List: A list of products is included in each appropriate specification
division. Prepare a schedule in tabular form showing each product listed. Include
the manufacturer's name and proprietary product names for each item listed.
1. Form: Prepare product list with information on each item tabulated under
the following column headings:
a. Related Specification Section number.
b. Generic name used in Contract Documents.
c. Proprietary name, model number, and similar designations.
d. Manufacturer's name and address.
e. Supplier's name and address.
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Material and Equipment 01600 - 2
f. Installer's name and address.
g. Projected delivery date or time span of delivery period.
2. Initial Submittal: Within 30 days after date of commencement of the
Work, submit 4 copies of an initial product list. Provide a written
explanation for omissions of data and for known variations from Contract
requirements.
3. Completed List: Within 60 days after date of commencement of the Work,
submit 4 copies of the completed product list. Provide a written
explanation for omissions of data and for known variation from Contract
requirements.
4. Action: The Engineer/Owner Representative will respond in writing to
Contractor within 2 weeks or receipt of the completed product list. No
response within this period constitutes no objection to listed manufacturers
or products, but does not constitute a waiver of the requirement that
products comply with Contract Documents. The Engineer/Owner
Representative’s response will include a list of any unacceptable product
selections, containing a brief explanation of reasons for unacceptable
products.
1.5 QUALITY ASSURANCE:
A. Source Limitations:
1. To the fullest extent possible, provide products of the same kind from a
single source.
2. Substitutions to the specified products will only be allowed if approved by
the Owner and Engineer.
B. Nameplates: Except for required labels and operating data, do not attach or
imprint manufacturer's or producer's nameplates or trademarks on surfaces of
products that will be exposed to view in occupied spaces or on the exterior.
1. Labels: Locate required product labels and stamps on concealed surfaces
or, where required for observation after installation, on accessible surfaces
that are not conspicuous.
2. Equipment Nameplates: Provide a permanent nameplate on each item of
service-connected or power-operated equipment. Locate on an easily
accessible surface that is inconspicuous in occupied spaces. The
nameplate shall contain the following information and other essential
operating data:
a. Name of product and manufacturer.
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Material and Equipment 01600 - 3
b. Model and serial number.
c. Capacity.
d. Speed.
e. Ratings.
1.6 PRODUCT DELIVERY, STORAGE AND HANDLING:
A. Deliver, store, and handle products according to the manufacturer's
recommendations, using means and methods that will prevent damage,
deterioration and loss, including theft.
1. Schedule delivery to minimize long-term storage at the site and to prevent
overcrowding of construction spaces.
2. Coordinate delivery with installation time to assure minimum holding time
for items that are flammable, hazardous, easily damaged, or sensitive to
deterioration, theft, and other losses.
3. Deliver products to the site in an undamaged condition in the
manufacturer's original sealed container or other packaging system,
complete with labels and instructions for handling, storing, unpacking,
protecting and installing.
4. Inspect products upon delivery to ensure compliance with the Contract
Documents and to ensure that products are undamaged and properly
protected.
5. Store products at the site in a manner that will facilitate inspection and
measurement of quantity or counting of units.
6. Store products subject to damage by the elements above ground, under
cover in a weather tight enclosure, with ventilation adequate to prevent
condensation. Maintain temperature and humidity within range required
by manufacturer's instructions.
1.7 GENERAL PRODUCT REQUIREMENTS:
A. General Product Requirements: Provide products that comply with the Contract
Documents, that are undamaged and, unless otherwise indicated, new at the time
of installation.
1. Provide products complete with accessories, trim, finish, safety guards,
and other devices and details needed for a complete installation and the
intended use and effect.
2. Standard Products: Where available, provide standard products of types
that have been produced and used successfully in similar situations on
other projects.
B. It is the responsibility of the Contractor and his Installers, as experts, to notify the
Owner Representative of any specified product that to his knowledge will not
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Material and Equipment 01600 - 4
meet the requirements or is unsuited to the application indicated or specified.
C. The use of manufacturer's and trade names is intended only to establish standards
of quality and performance and not to limit competition.
D. Substitution of Materials and Equipment: All bids are to be based on those
materials and equipment specified in the Contract Documents.
PART 2: PRODUCTS
2.1 PRODUCT SELECTION PROCEDURES: The Contract Documents and governing
regulations govern product selection. Procedure governing product selection include the
following:
A. Proprietary Specification Requirements: Where Specifications name only a single
product or manufacturer, provide the product indicated. No substitutions will be
permitted.
B. Semi proprietary Specification Requirements:
1. Where Specifications name two or more products or manufacturers,
provide 1 of the products indicated. No substitutions will be permitted.
2. Where Specifications specify products or manufacturers by name,
accompanied by the term "or equal" or "or approved equal," comply with
the Contract Document provisions concerning "substitutions" to obtain
approval for use of an unnamed product.
C. Nonproprietary Specifications: When Specifications list products or
manufacturers that are available and may be incorporated in the work, but do not
restrict the Contractor to use of these products only, the Contractor may propose
any available product that complies with Contract requirements. Comply with
Contract Document provisions concerning "substitutions" to obtain approval for
use of an unnamed product.
D. Descriptive Specification Requirements: Where Specifications describe a product
or assembly, listing exact characteristics required, with or without use of a brand
or trade name, provide a product or assembly that provides the characteristics and
otherwise complies with Contract requirements.
E. Performance Specification Requirements: Where Specifications require
compliance with performance requirements, provide products that comply with
these requirements and are recommended by the manufacturer for the application
indicated. Manufacturer's recommendations may be contained in published
product literature or by the manufacturer's certification of performance.
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Material and Equipment 01600 - 5
F. Compliance with Standards, Codes and Regulations: Where Specifications only
require compliance with an imposed code, standard, or regulation, select a product
that complies with the standards, codes, or regulations specified.
G. Visual Matching:
1. Where Specifications require matching an established Sample, the Owner
Representative’s decision will be final on whether a proposed product
matches satisfactorily.
2. Where no product available within the specified category matches
satisfactorily and complies with other specified requirements, comply with
provisions of the Contract Documents concerning "substitutions" for
selection of a matching product in another product category.
H. Visual Selection: Where specified product requirements include the phase "...as
selected from manufacturer's standard colors, patterns, textures..." or a similar
phrase, select a product and manufacturer that complies with other specified
requirements. The Engineer will select the color, pattern, and texture from the
product line selected.
PART 3: EXECUTION
3.1 INSTALLATION OF PRODUCTS: Comply with manufacturer's instructions and
recommendations for installation of products in the applications indicated. Anchor each
product securely in place, accurately located and aligned with other work. Clean exposed
surfaces and protect as necessary to ensure freedom from damage and deterioration at
time of Substantial Completion.
END OF SECTION 01600
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EXECUTION REQUIREMENTS 01700 - 1
SECTION 01700 - EXECUTION REQUIREMENTS
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and other CSI Divisions and CDOT Specification Sections, apply to this
Section.
1.2 SUMMARY
A. This Section includes general procedural requirements governing execution of the Work
including, but not limited to, the following:
1. Construction layout.
2. Field engineering and surveying.
3. General installation of products.
4. Progress cleaning.
5. Protection of installed construction.
6. Correction of the Work.
B. Related Sections include the following:
1. Division 1 Section 01310 Project Management and Coordination for procedures
for coordinating field engineering with other construction activities.
2. Division 1 Section 01330 Submittal Procedures for submitting surveys.
3. Division 1 Section 01770 Closeout Procedures for submitting final property
survey with Project Record Documents, recording of Owner-accepted deviations
from indicated lines and levels, and final cleaning.
1.3 SUBMITTALS
A. Qualification Data: For land surveyor
B. Certificates: Submit certificate signed by land surveyor certifying that location and
elevation of improvements comply with requirements.
1.4 QUALITY ASSURANCE
A. Land Surveyor Qualifications: A professional land surveyor who is legally qualified to
practice in jurisdiction where Project is located and who is experienced in providing
land-surveying services of the kind indicated.
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EXECUTION REQUIREMENTS 01700 - 2
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION
3.1 EXAMINATION
A. Existing Conditions: The existence and location of site improvements, utilities, and
other construction indicated as existing are not guaranteed. Before beginning work,
investigate and verify the existence and location of mechanical and electrical systems
and other construction affecting the Work.
1. Before construction, verify the location and points of connection of utility
services.
B. Existing Utilities: The existence and location of underground and other utilities and
construction indicated as existing are not guaranteed. Before beginning sitework,
investigate and verify the existence and location of underground utilities and other
construction affecting the Work.
1. Before construction, verify the location and invert elevation at points of
connection of sanitary sewer, storm sewer, and water-service piping; and
underground electrical services.
2. Furnish location data for work related to Project that must be performed by public
utilities serving Project site.
C. Acceptance of Conditions: Examine substrates, areas, and conditions, with Installer or
Applicator present where indicated, for compliance with requirements for installation
tolerances and other conditions affecting performance. Record observations.
1. Written Report: Where a written report listing conditions detrimental to
performance of the Work is required by other Sections, include the following:
a. Description of the Work.
b. List of detrimental conditions, including substrates.
c. List of unacceptable installation tolerances.
d. Recommended corrections.
2. Verify compatibility with and suitability of substrates, including compatibility
with existing finishes or primers.
3. Examine roughing-in for mechanical and electrical systems to verify actual
locations of connections before equipment and fixture installation.
4. Examine walls, floors, and roofs for suitable conditions where products and
systems are to be installed.
5. Proceed with installation only after unsatisfactory conditions have been corrected.
Proceeding with the Work indicates acceptance of surfaces and conditions.
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3.2 PREPARATION
A. Existing Utility Information: Furnish information to local utility and Owner’s
Representative that is necessary to adjust, move, or relocate existing utility structures,
utility poles, lines, services, or other utility appurtenances located in or affected by
construction. Coordinate with authorities having jurisdiction.
B. Field Measurements: Take field measurements as required to fit the Work properly.
Recheck measurements before installing each product. Where portions of the Work are
indicated to fit to other construction, verify dimensions of other construction by field
measurements before fabrication. Coordinate fabrication schedule with construction
progress to avoid delaying the Work.
C. Space Requirements: Verify space requirements and dimensions of items shown
diagrammatically on Drawings.
D. Review of Contract Documents and Field Conditions: Immediately on discovery of the
need for clarification of the Contract Documents, submit a request for information to
Owner’s Representative. Include a detailed description of problem encountered,
together with recommendations for changing the Contract Documents.
3.3 CONSTRUCTION LAYOUT
A. Verification: Before proceeding to lay out the Work, verify layout information shown
on Drawings, in relation to the property survey and existing benchmarks. If
discrepancies are discovered, notify Owner’s Representative.
B. General: Engage a land surveyor to lay out the Work using accepted surveying
practices.
1. Establish benchmarks and control points to set lines and levels at each story of
construction and elsewhere as needed to locate each element of Project.
2. Establish dimensions within tolerances indicated. Do not scale Drawings to
obtain required dimensions.
3. Inform installers of lines and levels to which they must comply.
4. Check the location, level and plumb, of every major element as the Work
progresses.
5. Notify Owner’s Representative when deviations from required lines and levels
exceed allowable tolerances.
6. Close site surveys with an error of closure equal to or less than the standard
established by authorities having jurisdiction.
C. Site Improvements: Locate and lay out site improvements, including pavements,
grading, fill and topsoil placement, utility slopes, and invert elevations.
D. Building Lines and Levels: Locate and lay out control lines and levels for structures,
building foundations, column grids, and floor levels, including those required for
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EXECUTION REQUIREMENTS 01700 - 4
mechanical and electrical work. Transfer survey markings and elevations for use with
control lines and levels. Level foundations and piers from two or more locations.
E. Record Log: Maintain a log of layout control work. Record deviations from required
lines and levels. Include beginning and ending dates and times of surveys, weather
conditions, name and duty of each survey party member, and types of instruments and
tapes used. Make the log available for reference by Owner’s Representative.
3.4 FIELD ENGINEERING
A. Identification: Owner will identify existing benchmarks, control points, and property
corners.
B. Reference Points: Locate existing permanent benchmarks, control points, and similar
reference points before beginning the Work. Preserve and protect permanent
benchmarks and control points during construction operations.
1. Do not change or relocate existing benchmarks or control points without prior
written approval of Owner’s Representative. Report lost or destroyed permanent
benchmarks or control points promptly. Report the need to relocate permanent
benchmarks or control points to Owner’s Representative before proceeding.
2. Replace lost or destroyed permanent benchmarks and control points promptly.
Base replacements on the original survey control points.
C. Benchmarks: Establish and maintain a minimum of two permanent benchmarks on
Project site, referenced to data established by survey control points. Comply with
authorities having jurisdiction for type and size of benchmark.
1. Record benchmark locations, with horizontal and vertical data, on Project Record
Documents.
2. Where the actual location or elevation of layout points cannot be marked, provide
temporary reference points sufficient to locate the Work.
3. Remove temporary reference points when no longer needed. Restore marked
construction to its original condition.
3.5 INSTALLATION
A. General: Locate the Work and components of the Work accurately, in correct
alignment and elevation, as indicated.
1. Make vertical work plumb and make horizontal work level.
2. Where space is limited, install components to maximize space available for
maintenance and ease of removal for replacement.
3. Conceal pipes, ducts, and wiring in finished areas, unless otherwise indicated.
4. Maintain minimum headroom clearance of 7’-6” in spaces without a suspended
ceiling.
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B. Comply with manufacturer's written instructions and recommendations for installing
products in applications indicated.
C. Install products at the time and under conditions that will ensure the best possible
results. Maintain conditions required for product performance until Substantial
Completion.
D. Conduct construction operations so no part of the Work is subjected to damaging
operations or loading in excess of that expected during normal conditions of occupancy.
E. Tools and Equipment: Do not use tools or equipment that produce harmful noise levels.
F. Templates: Obtain and distribute to the parties involved templates for work specified to
be factory prepared and field installed. Check Shop Drawings of other work to confirm
that adequate provisions are made for locating and installing products to comply with
indicated requirements.
G. Anchors and Fasteners: Provide anchors and fasteners as required to anchor each
component securely in place, accurately located and aligned with other portions of the
Work.
1. Mounting Heights: Where mounting heights are not indicated, mount
components at heights directed by Owner’s Representative.
2. Allow for building movement, including thermal expansion and contraction.
3. Coordinate installation of anchorages. Furnish setting drawings, templates, and
directions for installing anchorages, including sleeves, concrete inserts, anchor
bolts, and items with integral anchors, that are to be embedded in concrete or
masonry. Deliver such items to Project site in time for installation.
4. All attachments to buildings shall be made only to mortar between brick or
concrete block.
H. Joints: Make joints of uniform width. Where joint locations in exposed work are not
indicated, arrange joints for the best visual effect. Fit exposed connections together to
form hairline joints.
I. Hazardous Materials: Use products, cleaners, and installation materials that are not
considered hazardous.
3.6 PROGRESS CLEANING
A. Site: Maintain Project site free of waste materials and debris. Comply with construction
permit regulations to sweep roadways, walks, and other areas to eliminate dragout upon
request of the Owner.
B. Work Areas: Clean areas where work is in progress to the level of cleanliness
necessary for proper execution of the Work.
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1. Remove liquid spills promptly.
2. Where dust would impair proper execution of the Work, broom-clean or vacuum
the entire work area, as appropriate.
C. Installed Work: Keep installed work clean. Clean installed surfaces according to
written instructions of manufacturer or fabricator of product installed, using only
cleaning materials specifically recommended. If specific cleaning materials are not
recommended, use cleaning materials that are not hazardous to health or property and
that will not damage exposed surfaces.
D. Concealed Spaces: Remove debris from concealed spaces before enclosing the space.
E. Exposed Surfaces in Finished Areas: Clean exposed surfaces and protect as necessary
to ensure freedom from damage and deterioration at time of Substantial Completion.
F. Waste Disposal: Burying or burning waste materials on-site is not permitted. Washing
waste materials down sewers or into waterways is not permitted.
G. During handling and installation, clean and protect construction in progress and
adjoining materials already in place. Apply protective covering where required to
ensure protection from damage or deterioration at Substantial Completion.
H. Clean and provide maintenance on completed construction as frequently as necessary
through the remainder of the construction period. Adjust and lubricate operable
components to ensure operability without damaging effects.
I. Limiting Exposures: Supervise construction operations to assure that no part of the
construction completed or in progress, is subject to harmful, dangerous, damaging, or
otherwise deleterious exposure during the construction period.
3.7 PROTECTION OF INSTALLED CONSTRUCTION
A. Provide final protection and maintain conditions that ensure installed Work is without
damage or deterioration at time of Substantial Completion.
B. Comply with manufacturer's written instructions for temperature and relative humidity.
3.8 CORRECTION OF THE WORK
A. Repair or remove and replace defective construction. Restore damaged substrates and
finishes.
1. Repairing includes replacing defective parts, refinishing damaged surfaces,
touching up with matching materials, and properly adjusting operating equipment.
B. Restore permanent facilities used during construction to their specified condition.
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C. Remove and replace damaged surfaces that are exposed to view if surfaces cannot be
repaired without visible evidence of repair.
D. Repair components that do not operate properly. Remove and replace operating
components that cannot be repaired.
E. Remove and replace chipped, scratched, and broken glass or reflective surfaces.
END OF SECTION 01700
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SECTION 01770 - CLOSEOUT PROCEDURES
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and other CSI Divisions and CDOT Specification Sections, apply to this
Section.
1.2 SUMMARY
A. This Section includes administrative and procedural requirements for contract closeout,
including, but not limited to, the following:
1. Inspection procedures.
2. Warranties.
3. Final cleaning.
B. Related Sections include the following:
1. Division 1 Section 01781 Project Record Documents for submitting Record
Drawings, Record Specifications, and Record Product Data.
2. Division 1 Section 01782 Operation and Maintenance Data for operation and
maintenance manual requirements.
3. CDOT Specifications and Divisions 2-16 Sections for specific closeout and
special cleaning requirements for the Work in those Sections.
1.3 SUBSTANTIAL COMPLETION
A. Preliminary Procedures: Before requesting inspection for determining date of
Substantial Completion, complete the following. List items below that are incomplete
in request.
1. Prepare a list of items to be completed and corrected (punch list), the value of
items on the list, and reasons why the Work is not complete.
2. Advise Owner of pending insurance changeover requirements.
3. Submit specific warranties, workmanship bonds, maintenance service agreements,
final certifications, and similar documents.
4. Obtain and submit releases permitting Owner unrestricted use of the Work and
access to services and utilities. Include occupancy permits, operating certificates,
and similar releases.
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5. Prepare and submit Project Record Documents, operation and maintenance
manuals, Final Completion construction photographs, damage or settlement
surveys, property surveys, and similar final record information.
6. Deliver tools, spare parts, extra materials, and similar items to location designated
by Owner. Label with manufacturer's name and model number where applicable.
7. Complete startup testing of systems.
8. Terminate and remove temporary facilities from Project site, along with mockups,
construction tools, and similar elements.
9. Complete final cleaning requirements, including touchup painting.
10. Touch up and otherwise repair and restore marred exposed finishes to eliminate
visual defects.
B. Inspection: Submit a written request for inspection for Substantial Completion. On
receipt of request, Owner Representative and Construction Manager will either proceed
with inspection or notify Contractor of unfulfilled requirements. Owner Representative
will prepare the Certificate of Substantial Completion after inspection or will notify
Contractor of items, either on Contractor's list or additional items identified by Owner
Representative that must be completed or corrected before certificate will be issued.
1. Reinspection: Request reinspection when the Work identified in previous
inspections as incomplete is completed or corrected.
2. Results of completed inspection will form the basis of requirements for Final
Completion.
1.4 FINAL ACCEPTANCE
A. Preliminary Procedures: Before requesting final inspection for determining date of
Final Completion, complete the following:
1. Submit certified copy of Owner Representative's Substantial Completion
inspection list of items to be completed or corrected (punch list), endorsed and
dated by Owner Representative. The certified copy of the list shall state that each
item has been completed or otherwise resolved for acceptance.
2. Submit evidence of final, continuing insurance coverage complying with
insurance requirements.
3. Instruct Owner's personnel in operation, adjustment, and maintenance of products,
equipment, and systems.
4. Comply with all other procedures included in the terms of the Contract.
B. Inspection: Submit a written request for final inspection for acceptance. On receipt of
request, Owner Representative and Construction Manager will either proceed with
inspection or notify Contractor of unfulfilled requirements. Owner Representative will
prepare a final Certificate for Payment after inspection or will notify Contractor of
construction that must be completed or corrected before certificate will be issued.
1. Reinspection: Request reinspection when the Work identified in previous
inspections as incomplete is completed or corrected.
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1.5 LIST OF INCOMPLETE ITEMS (PUNCH LIST)
A. Preparation: Submit four copies of list. Include name and identification of each space
and area affected by construction operations for incomplete items and items needing
correction including, if necessary, areas disturbed by Contractor that are outside the
limits of construction.
1. Organize the list of items according to specific areas or locations of the project
and in a sequential order.
2. Include the following information at the top of each page:
a. Project name.
b. Date.
c. Name of Owner Representative and Construction Manager.
d. Name of Contractor.
e. Page number.
1.6 WARRANTIES
A. Submittal Time: Submit written warranties on request of Owner Representative for
designated portions of the Work where commencement of warranties other than date of
Substantial Completion is indicated.
B. Partial Occupancy: Submit properly executed warranties within 15 days of completion
of designated portions of the Work that are completed and occupied or used by Owner
during construction period by separate agreement with Contractor.
C. Organize warranty documents into an orderly sequence based on the table of contents of
the Project Manual.
1. Bind warranties and bonds in heavy-duty, 3-ring, vinyl-covered, loose-leaf
binders, thickness as necessary to accommodate contents, and sized to receive 8-
1/2-by-11-inch paper.
2. Provide heavy paper dividers with plastic-covered tabs for each separate
warranty. Mark tab to identify the product or installation. Provide a typed
description of the product or installation, including the name of the product and
the name, address, and telephone number of Installer.
3. Identify each binder on the front and spine with the typed or printed title
"WARRANTIES," Project name, and name of Contractor.
D. Provide additional copies of each warranty to include in operation and maintenance
manuals.
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PART 2 - PRODUCTS
2.1 MATERIALS
A. Cleaning Agents: Use cleaning materials and agents recommended by manufacturer or
fabricator of the surface to be cleaned. Do not use cleaning agents that are potentially
hazardous to health or property or that might damage finished surfaces.
B. Water: Clean potable water.
PART 3 - EXECUTION
3.1 FINAL CLEANING
A. General: Provide final cleaning. Conduct cleaning and waste-removal operations to
comply with local laws and ordinances and Federal and local environmental and
antipollution regulations.
B. Cleaning: Employ experienced workers or professional cleaners for final cleaning.
Clean each surface or unit to condition satisfactory to Owner Representative. Comply
with manufacturer's written instructions.
1. Complete the following cleaning operations before requesting inspection for
certification of Substantial Completion for entire Project or for a portion of
Project:
a. Clean Project site, yard, and grounds, in areas disturbed by construction
activities, including landscape development areas, of rubbish, waste
material, litter, and other foreign substances.
b. Sweep paved areas broom clean. Remove petrochemical spills, stains, and
other foreign deposits.
c. Remove all temporary sediment traps and related erosion control devices.
d. Clean all on-site storm drains and pipes of accumulated sediment and
debris. Assure the lines are free flowing.
e. Remove tools, construction equipment, machinery, and surplus material
from Project site.
f. Clean exposed exterior hard-surfaced finishes to a dirt-free condition, free
of stains, films, and similar foreign substances. Avoid disturbing natural
weathering of exterior surfaces.
g. Remove labels that are not permanent.
h. Touch up and otherwise repair and restore marred, exposed finishes and
surfaces. Replace finishes and surfaces that cannot be satisfactorily
repaired or restored or that already show evidence of repair or restoration.
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1) Do not paint over "UL" and similar labels, including mechanical and
electrical nameplates.
i. Leave Project clean and ready for occupancy.
C. Comply with safety standards for cleaning. Do not burn waste materials. Do not bury
debris or excess materials on Owner's property or adjacent properties. Do not discharge
volatile, harmful, or dangerous materials into drainage systems. Remove waste
materials from Project site and dispose of lawfully.
END OF SECTION 01770
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PROJECT RECORD DOCUMENTS 01781 - 1
SECTION 01781 - PROJECT RECORD DOCUMENTS
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and other CSI Divisions and CDOT Specification Sections, apply to this
Section.
1.2 SUMMARY
A. This Section includes administrative and procedural requirements for Project Record
Documents, including the following:
1. Record Drawings.
2. Record Specifications.
3. Record Product Data.
B. Related Sections include the following:
1. Division 1 Section 01770 Closeout Procedures for general closeout procedures.
2. Division 1 Section 01782 Operation and Maintenance Data for operation and
maintenance manual requirements.
3. CDOT Specifications and Divisions 2 - 16 Sections for specific requirements for
Project Record Documents of the Work in those Sections.
1.3 SUBMITTALS
A. Record Drawings: Comply with the following:
1. Provide sealed record drawings per requirements set forth in Section 01050
2. Number of Copies: Submit one set(s) of marked-up Record Prints.
3. Number of Copies: Submit copies of Record Drawings as follows:
a. Initial Submittal: Submit one set(s) of plots from corrected marked-up
Record Prints. Owner Representative will initial and date each plot and
mark whether general scope of changes, additional information recorded,
and quality of drafting are acceptable. Owner Representative will return
plots and prints for organizing into sets, printing, binding, and final
submittal.
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B. Record Specifications: Submit one copy of Project's Specifications, including addenda
and contract modifications.
C. Record Product Data: Submit 4 copies of each Product Data submittal.
1. Where Record Product Data is required as part of operation and maintenance
manuals, submit marked-up Product Data as an insert in manual instead of
submittal as Record Product Data.
PART 2 - PRODUCTS
2.1 RECORD DRAWINGS
A. Record Prints: Maintain one set of blue- or black-line white prints of the Contract
Drawings and Shop Drawings.
1. Preparation: Mark Record Prints to show the actual installation where installation
varies from that shown originally. Require individual or entity who obtained
record data, whether individual or entity is installer, subcontractor, or similar
entity, to prepare the marked-up Record Prints.
a. Give particular attention to information on concealed elements that would
be difficult to identify or measure and record later.
b. Accurately record information in an understandable drawing technique.
c. Record data as soon as possible after obtaining it. Record and check the
markup before enclosing concealed installations.
2. Content: Types of items requiring marking include, but are not limited to, the
following:
a. Dimensional changes to Drawings.
b. Revisions to details shown on Drawings.
c. Locations and depths of underground utilities.
d. Revisions to routing of piping and conduits.
e. Revisions to electrical circuitry.
f. Actual equipment locations.
g. Changes made by Change Order or Construction Change Directive.
h. Changes made following Owner Representative's written orders.
i. Details not on the original Contract Drawings.
3. Mark the Contract Drawings or Shop Drawings, whichever is most capable of
showing actual physical conditions, completely and accurately. If Shop Drawings
are marked, show cross-reference on the Contract Drawings.
4. Mark record sets with erasable, red-colored pencil. Use other colors to
distinguish between changes for different categories of the Work at same location.
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5. Mark important additional information that was either shown schematically or
omitted from original Drawings.
6. Note Construction Change Directive numbers, alternate numbers, Change Order
numbers, and similar identification, where applicable.
B. Immediately before inspection for Certificate of Final Acceptance, review marked-up
Record Prints with Owner Representative and Construction Manager.
2.2 RECORD PRODUCT DATA
A. Preparation: Mark Product Data to indicate the actual product installation where
installation varies substantially from that indicated in Product Data submittal.
1. Give particular attention to information on concealed products and installations
that cannot be readily identified and recorded later.
2. Include significant changes in the product delivered to Project site and changes in
manufacturer's written instructions for installation.
3. Note related Change Orders, Record Specifications, and Record Drawings where
applicable.
2.3 MISCELLANEOUS RECORD SUBMITTALS
A. Assemble miscellaneous records required by other Specification Sections for
miscellaneous record keeping and submittal in connection with actual performance of
the Work. Bind or file miscellaneous records and identify each, ready for continued use
and reference.
PART 3 - EXECUTION
3.1 RECORDING AND MAINTENANCE
A. Recording: Maintain one copy of each submittal during the construction period for
Project Record Document purposes. Post changes and modifications to Project Record
Documents as they occur; do not wait until the end of Project.
B. Maintenance of Record Documents and Samples: Store Record Documents and
Samples in the field office apart from the Contract Documents used for construction.
Do not use Project Record Documents for construction purposes. Maintain Record
Documents in good order and in a clean, dry, legible condition, protected from
deterioration and loss. Provide access to Project Record Documents for Owner
Representative's and Construction Manager's reference during normal working hours.
END OF SECTION 01781
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OPERATION AND MAINTENANCE DATA 01782 - 1
SECTION 01782 - OPERATION AND MAINTENANCE DATA
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and other CSI Divisions and CDOT Specification sections, apply to this
Section.
1.2 SUMMARY
A. This Section includes administrative and procedural requirements for preparing
operation and maintenance manuals, including the following:
1. Operation and maintenance documentation directory.
2. Operation manuals for systems, subsystems, and equipment.
3. Maintenance manuals for the care and maintenance of products, materials,
finishes, systems and equipment.
B. Related Sections include the following:
1. Division 1 Section "Submittal Procedures - 01330" for submitting copies of
submittals for operation and maintenance manuals.
2. Division 1 Section "Closeout Procedures - 01770" for submitting operation and
maintenance manuals.
3. Division 1 Section "Project Record Documents - 01781" for preparing Record
Drawings for operation and maintenance manuals.
4. Divisions 2 through 16 Sections for specific operation and maintenance manual
requirements for the Work in those Sections.
1.3 DEFINITIONS
A. System: An organized collection of parts, equipment, or subsystems united by regular
interaction.
B. Subsystem: A portion of a system with characteristics similar to a system.
1.4 SUBMITTALS
A. Initial Submittal: Submit 2 draft copies of each manual at least 15 days before
requesting inspection for Substantial Completion. Include a complete operation and
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OPERATION AND MAINTENANCE DATA 01782 - 2
maintenance directory. Owner Representative will return one copy of draft and mark
whether general scope and content of manual are acceptable.
B. Final Submittal: Submit one copy of each manual in final form at least 15 days before
final inspection. Owner Representative will return copy with comments within 15 days
after final inspection.
1. Correct or modify each manual to comply with Owner Representative's
comments. Submit 3 copies of each corrected manual within 15 days of receipt of
Owner Representative's comments.
1.5 COORDINATION
A. Where operation and maintenance documentation includes information on installations
by more than one factory-authorized service representative, assemble and coordinate
information furnished by representatives and prepare manuals.
PART 2 - PRODUCTS
2.1 OPERATION AND MAINTENANCE DOCUMENTATION DIRECTORY
A. Organization: Include a section in the directory for each of the following:
1. List of documents.
2. List of systems.
3. List of equipment.
4. Table of contents.
B. List of Systems and Subsystems: List systems alphabetically. Include references to
operation and maintenance manuals that contain information about each system.
C. List of Equipment: List equipment for each system, organized alphabetically by
system. For pieces of equipment not part of system, list alphabetically in separate list.
D. Tables of Contents: Include a table of contents for each emergency, operation, and
maintenance manual.
E. Identification: In the documentation directory and in each operation and maintenance manual, identify
each system, subsystem, and piece of equipment with same designation used in the Contract Documents.
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2.2 MANUALS, GENERAL
A. Organization: Unless otherwise indicated, organize each manual into a separate section
for each system and subsystem, and a separate section for each piece of equipment not
part of a system. Each manual shall contain the following materials, in the order listed:
1. Title page.
2. Table of contents.
3. Manual contents.
B. Title Page: Enclose title page in transparent plastic sleeve. Include the following
information:
1. Subject matter included in manual.
2. Name and address of Project.
3. Name and address of Owner.
4. Date of submittal.
5. Name, address, and telephone number of Contractor.
6. Name and address of Owner Representative.
C. Table of Contents: List each product included in manual, identified by product name,
indexed to the content of the volume, and cross-referenced to Specification Section
number in Project Manual.
1. If operation or maintenance documentation requires more than one volume to
accommodate data, include comprehensive table of contents for all volumes in
each volume of the set.
D. Manual Contents: Organize into sets of manageable size. Arrange contents
alphabetically by system, subsystem, and equipment. If possible, assemble instructions
for subsystems, equipment, and components of one system into a single binder.
1. Binders: Heavy-duty, 3-ring, vinyl-covered, loose-leaf binders, in thickness
necessary to accommodate contents, sized to hold 8-1/2-by-11-inch paper; with
clear plastic sleeve on spine to hold label describing contents and with pockets
inside covers to hold folded oversize sheets.
a. If two or more binders are necessary to accommodate data of a system,
organize data in each binder into groupings by subsystem and related
components. Cross-reference other binders if necessary to provide essential
information for proper operation or maintenance of equipment or system.
b. Identify each binder on front and spine, with printed title "OPERATION
AND MAINTENANCE MANUAL," Project title or name, and subject
matter of contents. Indicate volume number for multiple-volume sets.
2. Dividers: Heavy-paper dividers with plastic-covered tabs for each section. Mark
each tab to indicate contents. Include typed list of products and major
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components of equipment included in the section on each divider, cross-
referenced to Specification Section number and title of Project Manual.
3. Protective Plastic Sleeves: Transparent plastic sleeves designed to enclose
diagnostic software diskettes for computerized electronic equipment.
4. Supplementary Text: Prepared on 8-1/2-by-11-inch white bond paper.
5. Drawings: Attach reinforced, punched binder tabs on drawings and bind with
text.
a. If oversize drawings are necessary, fold drawings to same size as text pages
and use as foldouts.
b. If drawings are too large to be used as foldouts, fold and place drawings in
labeled envelopes and bind envelopes in rear of manual. At appropriate
locations in manual, insert typewritten pages indicating drawing titles,
descriptions of contents, and drawing locations.
2.3 OPERATION MANUALS
A. Content: In addition to requirements in this Section, include operation data required in
individual Specification Sections and the following information:
1. System, subsystem, and equipment descriptions.
2. Operating standards.
3. Operating procedures.
4. Wiring diagrams.
5. Control diagrams.
6. Piped system diagrams.
7. Precautions against improper use.
B. Descriptions: Include the following:
1. Product name and model number.
2. Manufacturer's name.
3. Equipment identification with serial number of each component.
4. Equipment function.
5. Operating characteristics.
6. Limiting conditions.
7. Performance curves.
8. Complete nomenclature and number of replacement parts.
C. Operating Procedures: Include the following, as applicable:
1. Startup procedures.
2. Equipment or system break-in procedures.
3. Routine and normal operating instructions.
4. Regulation and control procedures.
5. Instructions on stopping.
6. Normal shutdown instructions.
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7. Seasonal and weekend operating instructions.
8. Required sequences for electric or electronic systems.
9. Special operating instructions and procedures.
D. Systems and Equipment Controls: Describe the sequence of operation, and diagram
controls as installed.
E. Piped Systems: Diagram piping as installed, and identify color-coding where required
for identification.
2.4 PRODUCT MAINTENANCE MANUAL
A. Content: Organize manual into a separate section for each product, material, and finish.
Include source information, product information, maintenance procedures, repair
materials and sources, and warranties and bonds, as described below.
B. Source Information: List each product included in manual identified by product name
and arranged to match manual's table of contents. For each product, list name, address,
and telephone number of Installer or supplier and maintenance service agent, and cross-
reference Specification Section number and title in Project Manual.
C. Product Information: Include the following, as applicable:
1. Product name and model number.
2. Manufacturer's name.
3. Color, pattern, and texture.
4. Material and chemical composition.
5. Reordering information for specially manufactured products.
D. Maintenance Procedures: Include manufacturer's written recommendations and the
following:
1. Inspection procedures.
2. Types of cleaning agents to be used and methods of cleaning.
3. List of cleaning agents and methods of cleaning detrimental to product.
4. Schedule for routine cleaning and maintenance.
5. Repair instructions.
E. Repair Materials and Sources: Include lists of materials and local sources of materials
and related services.
F. Warranties and Bonds: Include copies of warranties and bonds and lists of
circumstances and conditions that would affect validity of warranties or bonds.
1. Include procedures to follow and required notifications for warranty claims.
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2.5 SYSTEMS AND EQUIPMENT MAINTENANCE MANUAL
A. Content: For each system, subsystem, and piece of equipment not part of a system,
include source information, manufacturers' maintenance documentation, maintenance
procedures, maintenance and service schedules, spare parts list and source information,
maintenance service contracts, and warranty and bond information, as described below.
B. Source Information: List each system, subsystem, and piece of equipment included in
manual identified by product name and arranged to match manual's table of contents.
For each product, list name, address, and telephone number of Installer or supplier and
maintenance service agent, and cross-reference Specification Section number and title
in Project Manual.
C. Manufacturers' Maintenance Documentation: Manufacturers' maintenance
documentation including the following information for each component part or piece of
equipment:
1. Standard printed maintenance instructions and bulletins.
2. Drawings, diagrams, and instructions required for maintenance, including
disassembly and component removal, replacement, and assembly.
3. Identification and nomenclature of parts and components.
4. List of items recommended to be stocked as spare parts.
D. Maintenance Procedures: Include the following information and items that detail
essential maintenance procedures:
1. Test and inspection instructions.
2. Precautions against improper maintenance.
3. Disassembly; component removal, repair, and replacement; and reassembly
instructions.
4. Aligning, adjusting, and checking instructions.
5. Demonstration and training videotape, if available.
E. Maintenance and Service Schedules: Include service and lubrication requirements, list
of required lubricants for equipment, and separate schedules for preventive and routine
maintenance and service with standard time allotment.
1. Scheduled Maintenance and Service: Tabulate actions for daily, weekly,
monthly, quarterly, semiannual, and annual frequencies.
2. Maintenance and Service Record: Include manufacturers' forms for recording
maintenance.
F. Spare Parts List and Source Information: Include lists of replacement and repair parts,
with parts identified and cross-referenced to manufacturers' maintenance documentation
and local sources of maintenance materials and related services.
G. Maintenance Service Contracts: Include copies of maintenance agreements with name
and telephone number of service agent.
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H. Warranties and Bonds: Include copies of warranties and bonds and lists of
circumstances and conditions that would affect validity of warranties or bonds.
1. Include procedures to follow and required notifications for warranty claims.
PART 3 - EXECUTION
3.1 MANUAL PREPARATION
A. Operation and Maintenance Documentation Directory: Prepare a separate manual that
provides an organized reference to emergency, operation, and maintenance manuals.
B. Product Maintenance Manual: Assemble a complete set of maintenance data indicating
care and maintenance of each product, material, and finish incorporated into the Work.
C. Operation and Maintenance Manuals: Assemble a complete set of operation and
maintenance data indicating operation and maintenance of each system, subsystem, and
piece of equipment not part of a system.
1. Engage a factory-authorized service representative to assemble and prepare
information for each system, subsystem, and piece of equipment not part of a
system.
2. Prepare a separate manual for each system and subsystem, in the form of an
instructional manual for use by Owner's operating personnel.
D. Manufacturers' Data: Where manuals contain manufacturers' standard printed data,
include only sheets pertinent to product or component installed. Mark each sheet to
identify each product or component incorporated into the Work. If data include more
than one item in a tabular format, identify each item using appropriate references from
the Contract Documents. Identify data applicable to the Work and delete references to
information not applicable.
1. Prepare supplementary text if manufacturers' standard printed data are not
available and where the information is necessary for proper operation and
maintenance of equipment or systems.
E. Drawings: Prepare drawings supplementing manufacturers' printed data to illustrate the
relationship of component parts of equipment and systems and to illustrate control
sequence and flow diagrams. Coordinate these drawings with information contained in
Record Drawings to ensure correct illustration of completed installation.
1. Do not use original Project Record Documents as part of operation and
maintenance manuals.
2. Comply with requirements of newly prepared Record Drawings in Division 1
Section "Project Record Documents."
Fossil Creek Trail Underpass
@ Trilby Road
OPERATION AND MAINTENANCE DATA 01782 - 8
F. Comply with Division 1 Section "Closeout Procedures" for schedule for submitting
operation and maintenance documentation.
END OF SECTION 01782
FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD
PROJECT SPECIAL PROVISIONS
PROJECT SPECIAL PROVISIONS
FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD
PROJECT SPECIAL PROVISIONS
SP-1
REVISION OF SECTION 101
DEFINITIONS OF TERMS
Section 101 of the Standard Specifications is hereby revised for this project as follows:
Subsection 101.01, Abbreviations, line 25 is deleted and replaced with the following:
CDOT Colorado Department of Transportation or The City of Fort Collins, as applicable.
Subsection 101.10, CDOT Resident Engineer, is deleted and replaced with the following:
101.10 CDOT Resident Engineer. The City of Fort Collins acting either directly or through an authorized
representative, who is responsible for the project’s engineering and administrative supervision.
In subsection 101.17, Contract, delete the first paragraph and replace with the following:
101.17 Contract. The written agreement between the City of Fort Collins and the Contractor setting forth the
obligations of the parties for the performance of work and the basis of payment.
Subsection 101.23, Contractor, is deleted and replaced with the following:
101.23 Contractor. The individual, firm, or corporation contracting with the City of Fort Collins for
performance of prescribed work.
Subsection 101.25, County, is deleted and replaced with the following:
101.25 County. The City of Fort Collins acting through its authorized representative. The City of Fort Collins
and City will be interchangeable in this Contract.
Subsection 101.28, Department, is deleted and replaced with the following:
101.28 Department. The City of Fort Collins.
Subsection 101.29, Engineer, is deleted and replaced with the following:
101.29 Engineer. The City of Fort Collins acting directly or through an authorized representative, who is
responsible for engineering and administrative supervision of the project. The terms Engineer, Project Engineer,
and Project Manager will be interchangeable in this contract.
Subsection 101.36, Holidays, is deleted and replaced with the following:
101.36 Holidays. Holidays recognized by the City of Fort Collins are:
New Year’s Day
Dr. Martin Luther King, Jr.’s Birthday (observed)
President’s Day
Memorial Day
Independence Day
Labor Day
Veteran’s Day
Thanksgiving Day Day after Thanksgiving
Christmas Day
FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD
PROJECT SPECIAL PROVISIONS
SP-2
REVISION OF SECTION 101
DEFINITIONS OF TERMS
When New Year’s Day, Independence Day, or Christmas Day fall on a Sunday, the following Monday shall be
considered a holiday. When one of these days falls on a Saturday, the preceding Friday shall be considered a
holiday.
Subsection 101.39, Laboratory, is deleted and replaced with the following:
101.39 Laboratory. The testing laboratory designated by the City of Fort Collins or any other testing laboratory
that may be designated by the Engineer.
In subsection 101.48, Preconstruction Conference, delete CDOT and replace with City of Fort Collins.
Subsection 101.51, Project Engineer, is deleted and replaced with the following:
101.51 Project Engineer. The Engineer’s duly authorized representative who may be a City employee or an
employee of a consulting engineer (consultant) under contract to the City of Fort Collins as defined below:
(a) The City of Fort Collins Project Engineer. The City of Fort Collins’s duly authorized representative who
is in direct charge of the work and is responsible for the administration and satisfactory completion of the
project under contract.
(b) Consultant Project Engineer. The consultant’s employee under the responsible charge of the consultant’s
Professional Engineer who is in direct charge of the work and is responsible for the administration and
satisfactory completion of the project. The Consultant Project Engineer’s duties are delegated by the
Project Engineer in accordance with the scope of work in the consultant’s contract with the City. The
Consultant Project Engineer is not authorized to sign or approve Contract Modification Orders.
Subsection 101.58, Region Transportation Director, is deleted.
In subsection 101.76, State, State shall mean The City of Fort Collins, Larimer County, Colorado where
applicable.
FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD
PROJECT SPECIAL PROVISIONS
SP-3
REVISION OF SECTION 107
PERFORMANCE OF SAFETY CRITICAL WORK
Section 107 of the Standard Specifications is revised as follows:
Add subsection 107.061 immediately following subsection 107.06 as follows:
107.061 Performance of Safety Critical Work. The following work elements are considered safety critical
work for this project:
(1) Work requiring the use of cranes or other lifting equipment.
(2) Temporary works: falsework and shoring that exceeds 5 feet in height.
The Contractor shall submit, for record purposes only, an initial detailed construction plan that addresses safe
construction of each of the safety critical elements. When the specifications already require an erection plan or a
bridge removal plan, it shall be included as a part of this plan. The detailed construction plan shall be submitted
two weeks prior to the safety critical element conference described below. The construction plan shall be stamped
“Approved for Construction” and signed by the Contractor. The construction plan will not be approved by the
Engineer.
The Construction Plan shall include the following:
(1) Safety critical element(s) for which the plan is being prepared.
(2) Contractor or subcontractor responsible for the plan preparation and the work.
(3) Schedule, procedures, equipment, and sequence of operations, that comply with the working hour
limitations.
(4) Temporary works required: falsework, bracing, shoring, etc.
(5) Additional actions that will be taken to ensure that the work will be performed safely.
(6) Names and qualifications of workers who will be in responsible charge of the work:
a. Years of experience performing similar work
b. Training taken in performing similar work
c. Certifications earned in performing similar work
(7) Names and qualifications of workers operating cranes or other lifting equipment
a. Years of experience performing similar work
b. Training taken in performing similar work
c. Certifications earned in performing similar work
(8) The construction plan shall address how the Contractor will handle contingencies such as:
a. Unplanned events (Storms, traffic accidents, etc.)
b. Structural elements that don’t fit or line up
c. Replacement of workers who don’t perform the work safely
d. Equipment failure
e. Other potential difficulties inherent in the type of work being performed
(9) Name and qualifications of Contractor’s person designated to determine and notify the Engineer in
writing when it is safe to open a route to traffic after it has been closed for safety critical work.
(10) Bridge erection plan when submitted as required elsewhere by the specifications. Plan requirements
that overlap with above requirements may be submitted only once.
FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD
PROJECT SPECIAL PROVISIONS
SP-4
REVISION OF SECTION 107
PERFORMANCE OF SAFETY CRITICAL WORK
A safety critical element conference shall be held two weeks prior to beginning construction on each safety
critical element. The Engineer, the Contractor, the safety critical element subcontractors, and the Contractor’s
Engineer shall attend the conference. Required pre-erection conference may be included as a part of this
conference.
After the safety critical element conference, and prior to beginning work on the safety critical element, the
Contractor shall submit a final construction plan to the Engineer for record purposes only. The Contractor’s
Engineer shall sign and seal temporary works, such as falsework, shoring, etc., related to construction plans for
the safety critical elements, (1) Work requiring the use of cranes or other lifting equipment and (2) Temporary
Work. The final construction plan shall be stamped “Approved for Construction” and signed by the Contractor.
The Contractor shall perform safety critical work only when the Engineer is on the project site. The Contractor’s
Engineer shall be on site to inspect and provide written approval of safety critical work for which he provided
signed and sealed construction details. Unless otherwise directed or approved, the Contractor’s Engineer need not
be on site during the actual performance of safety critical work, but shall be present to conduct inspection for
written approval of the safety critical work.
When ordered by the Engineer, the Contractor shall immediately stop safety critical work that is being performed
in an unsafe manner or will result in an unsafe situation for the traveling public. Prior to stopping work, the
Contractor shall make the situation safe for work stoppage. The Contractor shall submit an acceptable plan to
correct the unsafe process before the Engineer will authorize resumption of the work.
When ordered by the Engineer, the Contractor shall remove workers from the project that are performing the
safety critical work in a manger that creates an unsafe situation for the public in accordance with subsection
108.05.
Should an unplanned event occur or the safety critical operation deviate from the submitted plan, the Contractor
shall immediately cease operations on the safety critical element, except for performing any work necessary to
ensure worksite safety, and provide proper protection of the work and the traveling public. If the Contractor
intends to modify the submitted plan, he shall submit a revised plan to the Engineer prior to resuming operations.
All costs associated with the preparation and implementation of each safety critical element construction plan will
not be measured and paid for separately, but shall be included in the work.
Nothing in the section shall be construed to relieve the Contractor from ultimate liability for unsafe or negligent
acts or to be a waiver of the Colorado Governmental Immunity Act on behalf of the Department.
All costs associated with the preparation and implementation of each safety critical work element construction
plan and meeting will not be measured or paid for separately, but shall be included in the work.
FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD
PROJECT SPECIAL PROVISIONS
SP-5
REVISION OF SECTION 202
REMOVAL OF TREES
Section 202 of the Standard Specifications is hereby revised for this project as follows:
Subsection 202.02 shall include the following:
This work includes the removal of trees as directed by the City Representative. This work includes the
preservation from injury or defacement of all vegetation and objects designated to remain.
The City Representative will establish environmental limits. All trees, shrubs, plants, grasses, and other
vegetative materials shall remain, except as designated by the City Representative.
Subsection 202.11 shall include the following:
Potholing will not be paid separately and shall be included in the cost for removal of tree.
Subsection 202.12 shall include the following:
Pay Item Pay Unit
Removal of Tree Each
Chipping, stockpiling mulch, and hauling and stockpiling trunks and limbs will not be paid for separately but shall
be included in the work.
All clearing and grubbing directed by the City Engineer will be paid for as lump sum under the clearing and
grubbing item.
FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD
PROJECT SPECIAL PROVISIONS
SP-6
REVISION OF SECTION 202
REMOVAL OF CONCRETE SIDEWALK
Section 202 of the Standard Specifications is hereby revised for this project as follows:
Subsection 202.01 shall include the following:
This work includes the removal and disposal of existing concrete sidewalk or concrete bikeway as shown in the
plans or at locations directed by the Engineer.
Subsection 202.02 shall include the following:
The existing sidewalk or concrete bikeway (assumed 4-6 inches thick) shall be removed in a manner that
minimizes contaminiation of the removed sidewalk with underlying material. The removed sidewalk shall
become property of the Contractor and shall be disposed of outside the project site legally.
Subsection 202.11 shall include the following:
The removal of the existing sidewalk will be measured by the square yard of sidewalk removed to the required
depth, and accepted.
Sawcutting will not be paid for separately and shall be included in the cost for removal of concrete sidewalk.
Subsection 202.12 shall include the following:
Pay Item Pay Unit
Removal of Concrete Sidewalk Square Yard
Work shall include all material, equipment, labor, and disposal of materials, including hauling, to complete the
work.
FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD
PROJECT SPECIAL PROVISIONS
SP-7
REVISION OF SECTION 202
REMOVAL OF ASPHALT MAT
Section 202 of the Standard Specifications is hereby revised for this project as follows:
Subsection 202.01 shall include the following:
This work includes removal and disposal of existing asphalt mat within the project limits as shown on the plans or
at locations directed by the City Representative.
Subsection 202.11 shall include the following:
The removal of the existing asphalt mat will be measured by the square yard of mat removed to the required
depth, and accepted.
Payment will be made under:
Pay Item Pay Unit
Removal of Asphalt Mat Square Yard
Work shall include all material, equipment, labor, and disposal of materials, including hauling, to complete the
work. Planers, brooms and all other work necessary to complete the item will not be measured and paid for
separately, but shall be included in the work.
FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD
PROJECT SPECIAL PROVISIONS
SP-8
REVISION OF SECTION 202
REMOVAL OF 12” WATER LINE
Section 202 of the Standard Specifications is hereby revised for this project as follows:
Subsection 202.02 shall include the following:
This work includes the removal and disposal of the 12” water main as shown on the plans or at locations directed
by the Fort Collins Loveland Water District representative.
Subsection 202.11 shall include the following:
The removal of the existing 12” water line will be measured by the linear foot of pipe removed, and accepted.
Excavation and backfilling will not be paid separately and shall be included in the cost for removal of 12” water
line.
Subsection 202.12 shall include the following:
Pay Item Pay Unit
Removal of 12” Water Line Linear Foot
Work shall include all material, equipment, labor, and disposal of materials to complete the work.
FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD
PROJECT SPECIAL PROVISIONS
SP-9
REVISION OF SECTION 202
REMOVAL OF BARRICADE
Section 202 of the Standard Specifications is hereby revised for this project as follows:
Subsection 202.02 shall include the following:
This work includes the removal of the existing sidewalk barricade as shown on the plans. The barricade shall be
carefully removed and turned over to the City of Fort Collins Traffic Operations Department for purposes of
reuse.
Subsection 202.11 shall include the following:
The removal of existing barricade will be measured by each barricade removed, and shall include the cost to haul
item to specified location.
Subsection 202.12 shall include the following:
Pay Item Pay Unit
Removal of Barricade Each
Work shall include all material, equipment, labor, and disposal of materials, including hauling, to complete the
work.
FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD
PROJECT SPECIAL PROVISIONS
SP-10
REVISION OF SECTION 202
REMOVAL OF FENCE
Section 202 of the Standard Specifications is hereby revised for this project as follows:
Subsection 202.01 shall include the following:
This work includes removal and disposal of existing fence within the project limits as shown on the plans or at
locations directed by the Engineer.
Subsection 202.02 shall include the following:
The existing fence shall be removed in a manner that minimizes disturbance to the surrounding area. All removed
fence materials shall become the property of the Contractor and shall be disposed of outside the project site
legally.
Subsection 202.11 shall include the following:
The removal of existing fence will be measured by the linear foot of fence removed, and accepted.
Subsection 202.12 shall include the following:
Pay Item Pay Unit
Removal of Fence Linear Foot
Work shall include all material, equipment, labor, and disposal of materials, including hauling, to complete the
work.
FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD
PROJECT SPECIAL PROVISIONS
SP-11
REVISION OF SECTION 202
REMOVE AND REPLACE OR PROTECT EXISTING LANDSCAPE
Section 202 of the Standard Specifications is hereby revised for this project as follows:
Subsection 202.02 shall include the following:
This work includes the removal and replacement of existing landscape features in the existing trail easement along
Paragon Point near the intersection of Lemay Ave and Trilby Road. It also includes the protection of existing
landscape features in Paragon Point at the Southridge Greens Blvd and Tribly Road intersection. Landscape items
in these areas shall be replaced at the direction of the Project Engineer or Project Manager.
Subsection 202.11 shall include the following:
The removal and replacement of existing landscape features will be measured and paid for as a lump sum item.
Subsection 202.12 shall include the following:
Pay Item Pay Unit
Remove and Replace or Protect Existing Landscape Lump Sum
Work shall include all material, equipment, labor, and disposal of materials, including hauling, to complete the
work.
FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD
PROJECT SPECIAL PROVISIONS
SP-12
REVISION OF SECTION 207
TOPSOIL
Section 207 of the standard specifications is hereby revised for this project as follows:
Subsection 207.02 shall include the following:
The source of topsoil for this project is the strippings from the project limits, but the Contractor shall ensure that
the source location and the area, which is to be used to store topsoil, shall be free of noxious weeds. Failure will
result in the rejection of this topsoil. Any imported topsoil is subject to approval by the Engineer before use. At
least 30 days before hauling soil to the site, the Contractor shall supply a sample of the topsoil to Colorado State
University Soil Testing Laboratory for analysis. The Contractor shall contact the Engineer to inspect and approve
this area and the area where the topsoil shall be stored. A Certificate of Compliance from the University shall be
provided to the Engineer to verify the organic matter content, pH, sodium absorption ratio, electrical conductivity
and nutrient requirements.
Contractor supplied topsoil shall meet the following criteria:
Property Min. Value Max. Value
pH 6.5 7.8
Sodium Absorption Ratio - 10.0
Salts (electrical conductivity) - 4.0 mmhos/cm
Organic matter 3% 10%
Topsoil shall contain the following minimum ammonium DTPA (chelate) extractable nutrients the extracting
solution used by CSU Soil Testing Laboratory:
Nitrogen 5 ppm Air dried Basis
Phosphorous 5 ppm
Potassium 30 ppm
Iron (Fe) 5 ppm
Subsection 207.05 shall include the following:
Payment will be made under:
Pay Item Pay Unit
Topsoil (remove, stockpile, redistribute) Cubic Yard
This item includes stripping topsoil as directed by the City representative and properly stockpiling and replacing
topsoil in disturbed areas. Tilling and disking operations will not be paid for separately, but shall be included in
the work.
FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD
PROJECT SPECIAL PROVISIONS
SP-13
REVISION OF SECTION 208
EROSION CONTROL
Section 208 of the Standard Specifications is hereby revised for this project as follows:
Section 208.01 of the Standard Specifications is hereby revised for this project to include the following:
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 off site) related to erosion caused by construction of this
project, will be the sole responsibility of the Contractor.
Subsection 208.05 shall include the following:
Silt fence shall be installed in accordance with City of Fort Collins stormwater detail D-28 and maintained for the
duration of the project.
Wattles shall be installed in accordance with detail in the plan set.
Storm drain inlet protection shall be installed in accordance with the details in the plan set labeled IP-1.
It shall be the responsibility of the contractor to ensure that all roadways near the project are kept clean of
construction debris.
Section 208.07 shall be deleted and replaced with the following:
All erosion control measures identified in the Contract and as directed by the Project Manager will not be
measured and paid for separately but will be the plan quantities. The unit cost price bid will be full compensation
for all work required to complete the item.
The Erosion Control Supervisor will be measured by the hour.
Excavation required for removal of accumulated sediment from traps, basins, areas adjacent to silt fences and
erosion bales, and other clean out excavation of accumulated sediment, and the disposal of such sediment, will be
considered incidental to the work. Street sweeping will not be measured but shall be incidental to the work.
Subsection 208.08 shall include the following:
Pay Item Pay Unit
Silt Fence Linear Foot
Concrete Washout Structure Each
Storm Drain Inlet Protection (Type 1) Each
Erosion Log (Wattle) 18-inch Each
Construction Fence Linear Foot
Stabilized Construction Entrance Each
Erosion Control Supervisor Hour
Street sweeping will not be measured and paid for separately, but shall be included in the work. The travel time
for the Erosion Control Supervisor shall be considered incidental to the work.
FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD
PROJECT SPECIAL PROVISIONS
SP-14
REVISION OF SECTION 209
WATERING AND DUST PALLIATIVES
Section 209 of the Standard Specifications is hereby revised for this project as follows:
Subsection 209.07, replace this subsection in its entirety with “Dust Palliatives (water) will not be paid for
separately but shall be included in the work.”
In subsection 209.08, delete the second paragraph.
FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD
PROJECT SPECIAL PROVISIONS
SP-15
REVISION OF SECTION 210
RESET RIRAP
Section 210 of the Standard Specifications is hereby revised for this project as follows:
Subsection 210.01 shall include the following:
This work includes the removal and reseting of existing riprap around the proposed 18 inch pipe outfall on the
north side of Trilby Road.
Subsection 210.12 shall include the following:
Excavation will not be paid separately and shall be included in the cost for removal and reset of the riprap.
Excess riprap shall become the property of the Contractor and removed and disposed of properly.
Subsection 210.13 shall include the following:
Payment will be made under:
Pay Item Pay Unit
Reset Riprap Lump Sum
Work to reset riprap shall include all material, equipment, labor, and disposal of materials to complete the work.
FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD
PROJECT SPECIAL PROVISIONS
SP-16
REVISION OF SECTION 216
SOIL RETENTION BLANKET (STRAW/COCONUT)
Section 216 of the Standard Specifications is herby revised for this project as follows:
Delete the first paragraph of 216.02(a) 4 and replace with the following:
Soil Retention Blanket (straw/coconut) shall be machine produced mat consisting of 70 percent agricultural straw
and 30 percent coconut fiber. The blanket shall be of consistent thickness with the straw and coconut fiber evenly
distributed over the entire area of the mat. The blanket shall be covered on the top and bottom with 100%
biodegradable natural organic fiver netting.
In subsection 216.02(a) 4, delete the second paragraph and replace with the following:
Material requirements:
Straw content: 70% 0.35 pounds per square yard
Coconut fiber content: 30% 0.15 pounds per square yard
Netting: top and bottom 100% biodegradable organic jute fiber
Thread: Biodegradable
Roll width: 6.5 to 8.0 feet
Roll length: 108.0 to 112.5 feet (+/- 5%)
Roll weight: 50.0 to 52.22 pounds (+/- 5%)
FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD
PROJECT SPECIAL PROVISIONS
SP-17
REVISION OF SECTION 601
PRECAST CONCRETE UNDERPASS SYSTEM
Section 601 of the Standard Specifications is hereby revised for this project as follows:
Subsection 601.01 shall include the following:
This work includes furnishing and installing precast concrete elements of the designated types and dimensions for
the construction of the underpass and wingwalls.
Precast concrete elements shall be placed vertically and horizontally as shown on the plans. Vertical tolerances
and alignment shall be ±0.5 inch in 10 feet and 0.5 inch maximum across joints.
Design and fabrication of precast units shall be in accordance with ASTM C1504, in addition to the requirements
on the construction plans and other portions of these specifications.
Subsection 601.09 shall include the following:
Forms shall not be removed from precast concrete units until the concrete is strong enough to withstand damage
when the forms are removed. Units shall not be transported until the concrete has reached a compressive strength
of 2400 psi.
Subsection 601.19 shall include the following:
The Precast Concrete Underpass System will be measured as one lump sum for the full number of precast units as
depicted on the plans, delivered to the site. The Precast Concrete Erection will be measured as one lump sum for
the complete erection and installation of the precast units. The Precast Concrete Erection bid item shall include
connections between precast units, grouting, and waterproofing of joints.
Subsection 601.20 shall include the following:
Payment will be made under:
Pay Item Pay Unit
Precast Concrete Underpass System Lump Sum
Precast Concrete Erection Lump Sum
Structure excavation, structure backfill and filter material will be measured and paid for in accordance with
Section 206.
FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD
PROJECT SPECIAL PROVISIONS
SP-18
REVISION OF SECTION 604
PRECAST CONCRETE AREA INLET
Section 604 of the Standard Specifications is herby revised for this project as follows:
Section 604.01 shall include the following:
The area inlet shall conform to the requirements and constrictions outlined in section 604. The structural
components of the inlet shall conform to the detail shown on the plans. Shop drawings shall be submitted and
approved prior to construction.
Subsection 604.06 shall include the following:
Area inlet shall be measured by the complete unit including grating, frame, bedding, excavation, backfill, placing
and joining inlet to storm sewer, vertical concrete curb adjacent to inlet and any other item (work, equipment and
material) necessary for a complete installation of the area inlet.
Section 604.07 shall include the following:
Pay Item Pay Unit
Precast Concrete Area Inlet Each
Payment for the inlet special includes the work, material and equipment necessary to construct the inlet as shown
on the plans and connecting it to the proposed storm sewer.
FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD
PROJECT SPECIAL PROVISIONS
SP-19
REVISION OF SECTION 604
MANHOLES AND INLETS
Section 604 of the Standard Specifications is hereby revised for this project as follows:
Subsection 604.01 shall include the following:
This work shall be done in accordance with the plans, specifications, and the City of Fort Collins Storm Drainage
Design Criteria and Construction Standards. It shall be the Contractor’s responsibility to purchase and familiarize
themselves with the specifications and include in the work all the necessary items to complete the work in
accordance to these standards.
FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD
PROJECT SPECIAL PROVISIONS
SP-20
REVISION OF SECTION 607
WOODEN RAIL FENCE
Section 607of the Standard Specifications is hereby revised for this project as follows:
Subsection 607.01 shall include the following:
This work consists of the construction of the wooden rail fence as shown on the plans and as directed by the
Project Engineer.
Subsection 607.03 shall include the following:
The fence shall be constructed in conformance with the Wooden Rail Fence detail as shown on the plans.
Subsection 607.05 shall include the following:
Pay Item Pay Unit
Wooden Rail Fence Linear Foot
Payment for wooden rail fence includes the work, material and equipment necessary to erect the fence as shown
on the plans.
FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD
PROJECT SPECIAL PROVISIONS
SP-21
REVISION OF SECTION 608
SIDEWALKS AND BIKEWAYS
Section 608 of the Standard Specifications is hereby revised for this project as follows:
Subsection 608.01 shall include the following:
This work consists of constructing an 8’ colored concrete trail and a 10’ colored concrete trail in accordance with
these specifications at locations shown on the plans within the project limits.
Subsection 608.03 shall be modified to include the following:
Color Agent: Yosemite Brown, Davis Colors of Los Angeles, California
Fibrous Reinforcement: Add fibrous concrete reinforcement to concrete materials at the time concrete is batched
in amounts in accordance with approved submittals for each type of concrete required. Mix batched concrete in
accordance with manufacture’s recommendations for uniform and complete dispersion.
Broom Finish: Concrete flatwork shall receive a heavy broom finish applied at a right angle to the direction of
travel. All other flatwork shall have broom finish over joints.
Colored Concrete: concrete for colored pavement shall be CDOT class D concrete with the following
additional characteristics:
Unit Measurement
Fiberous Reinforcement ¾ lb / CY
Coloring Agent 2 lbs. per sack of Yosemite Brown color
(per manufacture’s recommendations)
Maximum Slump 4 inches
Subsection 608.05 shall include the following:
The fibrous reinforcement, color agent, or any other add mixtures to the concrete trail will not be measured but
shall be included in the cost of the work.
Subsection 608.06 shall include the following:
Pay Item Pay Unit
8’ Concrete Bikeway (5 inch) Square Yard
10’ Concrete Bikeway (5 Inch) Square Yard
The price of all pay items shall be full compensation of all excavation, concrete, forms, reinforcement, tooling,
finishing, and backfill.
FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD
PROJECT SPECIAL PROVISIONS
SP-22
REVISION OF SECTION 608
CONCRETE CURB RAMP
Section 608 of the Standard Specifications is hereby revised for this project as follows:
Subsection 608.01 shall include the following:
This work includes the installation of detectable warnings on concrete curb ramps at the locations shown on the
plans and in accordance with the plans.
Subsection 608.02 shall include the following:
Detectable warnings on curb ramps shall be truncated domes of the dimensions shown on the plans. Domes shall
be prefabricated by the manufacturer as a pattern on concrete or masonry pavers.
Pavers shall meet all Americans with Disabilities Act (ADA) requirements for truncated domes, and when
installed, shall be capable of producing the pattern of domes as shown on the plans.
Pavers shall meet the requirements of ASTM C 902 or ASTM C 936.
Alternate materials may be used, if pre-approved by the Engineer. The Contractor shall submit a sample of the
product, the name of the selected supplier, and documentation that the product meets all contrast requirements and
will be fully compatible with the curb ramp surface to the Engineer for approval prior to start of work. Known
vendors of alternate products include but are not limited to the following:
I. Vendor Name II. Product III. Phone Numbers
TMA Construction Supply
CAST in TACT Warning
Panels
303-295-6050
East Jordan Iron Works, Inc. Truncated Dome Plates 800-626-4653
The domes and the underlying surface shall have a minimum of 70% contrast with the light reflectivity of the
adjoining surface. The contrast shall be verified using the following equation:
100
1
1 2
×
−
=
B
B B
Contrast
Where B1 = Light Reflectance Value (LRV) of the lighter area
B2 = LRV of the darker area
Absolute black and white will not be permitted.
The contrast shall be achieved by adding pigment during the fabrication of the paver. Prior to start of work, the
Contractor shall submit appropriate documentation from the manufacturer verifying that the contrast has been
met, along with a sample paver, to the Engineer for approval.
FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD
PROJECT SPECIAL PROVISIONS
SP-23
REVISION OF SECTION 608
CONCRETE CURB RAMP
Bedding and joint sand shall be free of deleterious or foreign matter. The sand shall be natural or manufactured
from crushed rock. Limestone screenings or stone dust shall not be used. Sand for bedding material shall
conform to ASTM C 33. Sand that is to be placed between joints shall conform to ASTM C 144.
Subsection 608.03 shall include the following:
(g) Detectable Warnings. Pre-fabricated pavers for detectable warnings shall be brought to the site in steel
banded, plastic banded or plastic wrapped cubes capable of being transported by a fork lift or clamp lift.
Pavers shall be carefully removed and stacked in a manner which results in the least amount of damage. All
pavers that are damaged during transport or delivery will be rejected and shall be replaced at the Contractor’s
expense. Minor cracks or chipping due to transport and handling that do not interfere with the structural
integrity of the paver or the overall pattern of truncated domes will not be deemed as grounds for rejection.
The Contractor shall spread the bedding sand evenly in the area defined and shall screed the sand to an
appropriate embedment depth as shown on the plans or as directed by the Engineer. Sufficient sand should be
placed to stay ahead of laid pavers
Pavers shall be placed in a running bond pattern. Domes shall be aligned to create a square grid in the
predominant direction of travel as shown in the plans. Pavers shall be installed such that the base of the
truncated dome is at the same elevation as the adjoining surface, allowing for a smooth transition between the
curb ramp and the detectable warning.
When cut pavers are required to fill gaps between the pavers and the edge of concrete, the Contractor shall
bevel portions of the truncated domes at a 45-degree angle to create a smooth transition between the partial
dome and the curb ramp surface. Unless otherwise directed by the Engineer, pavers shall be cut and installed
in such a manner that the domes on the cut sections will not significantly impact the overall pattern of the
truncated domes.
The Contractor shall use a plate vibrator to embed the pavers into the sand. The size and type of plate
vibrator shall be in accordance with manufacturer’s recommendations, or as directed by the Engineer. All
pavers that are damaged during embedment shall be replaced at the Contractor’s expense.
Joint spacing between paver units shall be in accordance with the manufacturer’s recommendations, or as
approved by the Engineer. Joints shall be filled completely with joint sand. Excess sand shall be removed by
sweeping.
(h) Alternate products. Alternate materials shall be installed in accordance with manufacturer’s
recommendations.
The concrete surface to which alternate materials are to be applied shall be prepared in accordance with
manufacturer’s recommendations. Material requirements, color and application shall be in accordance with
manufacturer’s recommendations and as approved by the Engineer.
Subsection 608.05 shall include the following:
FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD
PROJECT SPECIAL PROVISIONS
SP-24
REVISION OF SECTION 608
CONCRETE CURB RAMP
Detectable warnings on curb ramps, including sand, pavers, alternate materials, and all other work and materials
necessary for fabrication, transport, and installation will not be measured and paid for separately, but shall be
included in the work.
FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD
PROJECT SPECIAL PROVISIONS
SP-25
REVISION OF SECTION 609
2’ CONCRETE PAN AND HOLLYWOOD CURB AND GUTTER
Section 609 of the Standard Specifications is hereby revised for this project as follows:
Subsection 609.02 shall be deleted in its entirety and replaced with the following:
609.02 Materials shall meet the requirements specified in the following subsections:
Joint Fillers 705.01
Bed Course Material 703.07
All concrete used for 2’ Concrete Pan and Hollywood Curb and Gutter shall be Class B and meet the requirements
in Section 601.
All concrete mix designs utilized shall be submitted to the City representative and approved a minimum of one
week prior to the beginning of construction.
Concrete mixes will be subject to inspection and tests as required to assure compliance with quality requirements.
Subsection 609.06 shall include the following:
Pay Item Pay Unit
2’ Concrete Pan Linear Foot
Hollywood Curb and Gutter Linear Foot
The price of all pay items shall be full compensation for all excavation, concrete, forms, joint materials,
reinforcement, doweling into concrete pavement, tooling and finishing.
FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD
PROJECT SPECIAL PROVISIONS
SP-26
REVISION OF SECTION 619
WATER LINES
Section 619 of the Standard Specifications is hereby revised for this project as follows:
Subsection 619.03 shall include the following:
This work shall be done in accordance with the plans, specifications, and the Fort Collins Loveland Water District
Standards and Specifications. It shall be the Contractor’s responsibility to purchase and familiarize themselves
with the specifications and include in the work all the necessary items to complete the work in accordance to these
standards.
FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD
PROJECT SPECIAL PROVISIONS
SP-27
REVISION OF SECTION 628
BRIDGE GIRDER AND DECK UNIT
Section 628 is hereby added to the Standard Specifications for this project as follows:
DESCRIPTION
628.01 This work consists of the design, fabrication, and erection of a simple span, welded self
weathering steel, truss pedestrian bridge with a timber deck in accordance with the specifications and
plan details.
Potential bridge suppliers are:
1. Continental Bridge
8301 State Highway 29 N
Alexandria, Minnesota 56308
1-800-328-2047, FAX 320-852-7067
2. Steadfast Bridges
4021 Gault Ave. South
Fort Payne, Alabama 35967
1-800-749-7515, FAX 256-845-9750
3. Excel Bridge Manufacturing Company
12001 Shoemaker Avenue
Santa Fe Springs, California 90670
562-944-0701, FAX 562-944-4025
4. Big R Manufacturing LLC P.O.
Box 1290
Greeley, Colorado 80632-1290
1-800-234-0734, FAX 1-970-356-9621
5. Wheeler Lumber, LLC
9330 James Avenue South
Bloomington, Minnesota 55431-2317
1-800-328-3986, FAX 952-929-2909
MATERIALS
628.02 Structural Steel. All structural steel shall be new (unused) material. The Contractor shall
provide the Engineer with copies of all certified mill test reports for all structural steel and bolts.
Floor beams, stringers, and members of each Half-through truss (upper and lower chords, diagonals,
end posts and vertical posts) utilized in the bridges shall meet a longitudinal Charpy
V-notch (CVN) value of 25 ft. lbs. at 40 degrees Fahrenheit. Testing shall be in accordance with
FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD
PROJECT SPECIAL PROVISIONS
SP-28
REVISION OF SECTION 628
BRIDGE GIRDER AND DECK UNIT
AASHTO T 243 (ASTM A 673). The H frequency of heat testing shall be used. The Contractor shall
provide the Engineer with certified copies of all CVN test reports.
All square and rectangular structural steel tubing shall conform to the requirements of ASTM A
847, Cold-Formed Welded and Seamless High Strength, Low Alloy Structural Tubing With
Improved Atmospheric Corrosion Resistance.
All structural steel shapes and plates shall conform to the requirements of ASTM A 588, High-
Strength Low-Alloy Structural Steel.
All anchor bolts and nuts shall conform to the requirements of ASTM A 307, Grade A, Carbon
Steel Bolts and Studs, and shall be galvanized in accordance with the requirements of ASTM A
153. Each anchor bolt shall be provided with two nuts for jamming.
All structural steel field connections shall be bolted with high strength bolts. High strength bolts,
including suitable nuts and plain hardened washers, shall conform to the requirements of ASTM A
325. Bolts shall be Type 3.
628.03 Timber - Hardwood Decking
All decking shall be full thickness planks unless approved otherwise.
Wood decking shall be naturally durable hardwood Ipe (Tabebuia Spp Lapacho Group). All planks
shall be partially air dried to a moisture content of 15% to 20%, and shall be supplied S4S (surfaced
four sides), E4E (eased four edges), with the edges eased to a radius of 1/8”. Measured at 30%
moisture content, the width and thickness shall not vary from specified dimensions by more than ±
0.04 inches. All planks shall be supplied with the end sealed with “Anchorseal” Mobil CER-M or an
equal aquious wax log sealer.
All planks shall be graded as FEQ-CAH (First Export Quality -Clear All Heart) grading rules,
defined as follows:
Lumber shall be graded both faces and both edges.
Lumber shall be straight grained, maximum slope of grain to be 1:10.
Lumber shall be parallel cut without heart centers or sapwood.
Lumber shall be in sound condition, free from wormholes or knots.
FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD
PROJECT SPECIAL PROVISIONS
SP-29
REVISION OF SECTION 628
BRIDGE GIRDER AND DECK UNIT
Allowable Imperfections are:
All faces: Natural drying checks, Discoloration caused by weathering or chemical reaction, Bow
or Spring which can be removed using normal installation methods and tools.
Imperfections Not Allowed:
Longitudinal heart cracks, Internal cracks, Firm or Soft sap wood, Splits, End splits, Ring
shades, Fungi affects (blue to gray, brown to red, white to yellow, or incipient decay),
Deformation (twisting or cupping) which cannot be removed using normal installation methods
and tools.
All planks shall meet or exceed the following mechanical properties (based on the 2” standard)
as defined by the U.S. Forest Products Laboratory publications and testing data:
MC% Modulus of Rupture Modulus of Elasticity Max. Crush Strength
12% 22,360 psi 3,140,000 psi 13,010 psi
Janka side hardness is 3680 lbs. at 12% moisture content
Average air-dry density is 66 to 75 pcf. Basic
specific gravity is 0.85 - 0.97.
All planks shall be naturally fire resistant without the use of any fire resistant preservatives to meet
NFPA Class A and UBC Class I.
Planks shall be supplied that meet or exceed the Static Coefficient of Friction for both neolite and
leather shoes in accordance with ASTM Test Method C1028-89.
FORCE IN POUNDS
SHOE MATERIAL DRY WET
Neolite 0.73 0.69
Leather 0.55 0.79
For transverse wood decking, wheel loads shall be assumed to act on one plank only. The wheel loads
shall be distributed on the plank along a length equal to the tire print width. The plank shall be
designed for shear and bending in accordance with the support conditions and spacing. For design, the
following unfactored allowable stresses shall be used:
Allowable Bending = 3700 psi
Allowable Shear = 320 psi
FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD
PROJECT SPECIAL PROVISIONS
SP-30
FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD
PROJECT SPECIAL PROVISIONS
SP-31
REVISION OF SECTION 628
BRIDGE GIRDER AND DECK UNIT
Modulus of Elasticity = 3,000,000 psi
At time of installation, planks are to be placed tight together with no gaps.
Every plank must be attached with at least one fastener at each end.
All fasteners to be zinc plated. Self-tapping screws or hex-head bolts, with a steel plank holddown,
are to be used at the ends of planks. Self-tapping screws or carriage bolts are to be used as interior
connection fasteners when required. Power actuated fasteners will not be allowed.
Planks are to be drilled prior to installation of bolts and/or screws.
In addition to at least one fastener at each end of every plank (typical for all installations), planks for
bridges with widths of 72” to 143” shall be attached with a minimum of two fasteners at a location
approximately near the center of the bridge width. Bridges wider than 143” are to have two fasteners
located at a minimum of two interior stringer locations, approximately at the third points of the bridge
width.
Attachments at the ends of the planks may be modified as required when obstructions, such as
interior safety system elements, prevent installation of the specified holddown system.
CONSTRUCTION REQUIREMENTS
628.04 Design. The AASHTO Guide Specifications for Design of Pedestrian Bridges, and
Division I (design) of the AASHTO Standard Specifications for Bridges shall govern the design.
The superstructure of the pedestrian bridge shall consist of two parallel Half-through trusses, or Pony
trusses, with at least one diagonal per panel. The trusses shall be the main load-carrying members of
the bridge. The finish grade of the bridge girder and deck unit shall match the trail profile grade.
The members of each Half-through truss, or Pony truss, (upper and lower chords, diagonals, end posts,
and vertical posts) shall be fabricated from square and rectangular structural steel tubing.
Floor beams and stringers shall be fabricated from structural steel shapes or square and
rectangular structural steel tubing.
The structure shall conform to the clear span, clear width, and railing requirements shown on the plans.
FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD
PROJECT SPECIAL PROVISIONS
SP-32
REVISION OF SECTION 628
BRIDGE GIRDER AND DECK UNIT
Each pedestrian bridge shall be designed for the following loads and loading conditions:
1. Dead load shall be as defined in Section 3.3 of the AASHTO Standard
Specifications..
2. Live load shall be as defined in the AASHTO Guide Specifications. Distribution to
the stringer and floor beams shall be in accordance with Section 3 of the AASHTO
Standard Specifications.. Deflection and vibration limits as per the AASHTO Guide
Specifications shall apply.
Pedestrian live load shall be as defined by the AASHTO Guide Specifications, and
used in load group I of the AASHTO Standard Specifications, Section 3.
Vehicle live load shall be for a 10,000 pound light vehicle loading (H-5 truck), as
defined by the AASHTO Guide Specifications, and used in load group IB of the
AASHTO Standard Specifications, Section 3.
Distribution of wheel loads on timber flooring shall be in accordance with Section
3 of the AASHTO Standard Specifications.
3. Wind load shall be as defined by the AASHTO Guide Specifications, and used in load
group V of the Standard Specifications, Section 3.
Allowable loads in the structural steel members and weld metal shall be in accordance with
Section 10 of the AASHTO Standard Specifications.
Minimum thickness of structural steel shall be 3/16 of an inch.
½ inch diameter weep holes shall be drilled (flame cut holes will not be allowed) at all low points of
all steel tubing members as oriented in the in-place, completed structure. In members that are level, or
flat, a total of two weep holes shall be drilled, one at each end. Weep holes and their locations shall
be shown on the Shop Drawings.
Allowable stresses for timber decking shall be in accordance with Section 13 of the AASHTO
Standard Specifications.
All welded tubular connections shall be designed in accordance with Section 2, Parts A and D
(Delete Subsection 2.36.6), of the Structural Welding Code-Steel ANSI/AWS/D1.1 (Latest
Edition).
The Contractor shall submit seven sets of Design Calculations and Shop Fabrication Details
(Shop Drawings) to the Engineer for each pedestrian bridge separately. This submittal shall be
FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD
PROJECT SPECIAL PROVISIONS
SP-33
REVISION OF SECTION 628
BRIDGE GIRDER AND DECK UNIT
in accordance with Subsection 105.02. The Design Calculations and Shop Drawings shall contain
the endorsement seal of the Professional Engineer registered in the State of Colorado responsible
for the design.
628.05 Shop Fabrication. Welding and fabrication of weathering steel pedestrian bridges shall
conform to the requirements of the Structural Welding Code-Steel ANSI/AWS D1.1 (Latest Edition)
as amended by the following:
1. As required in Subsection 4.7.3, a welding procedure shall be established by
qualification in accordance with the requirements of Subsection 3.3 for the ASTM A
847 material used on the bridge. The results of the Procedure Qualification
shall be recorded on Form E-1 in Annex E of AWS D 1.1.
2. The Contractor shall submit a Quality Control Plan. The Plan shall include personnel
qualifications, certifications, and a Written Practice in accordance with ASNT SNT-
TC-1A.
3. The quality of all welds shall be in accordance with Section 6, Table 6.1. In Table
6.1, Undercut 7(B), the criteria for primary members shall apply to the bottom
chord members.
4. All Complete Joint Penetration Groove Welds in butt joints in the bottom chord
members shall be 100% Magnetic Particle tested in accordance with ASTM E
709. Acceptance shall be determined in accordance with Section 6.10 and Table
6.1, using Alternating Current. In addition, complete joint penetration groove butt
welds welded from one side without backing of bottom chord members shall be
examined by ultrasonic testing in accordance with Section 6.11.1.
5. Magnetic Particle Testing shall be performed on 100% of all attachment welds to the
bottom chord, using Alternating Current, in accordance with Section 6.10 and Table
6.1.
6. All Procedure Qualification Records and Welder Qualification Test Records shall be
current within three years of the date of beginning fabrication.
7. A copy of all Procedure Qualification Records, Welder Qualification Test Records,
Quality Control Plan and all visual and nondestructive test reports shall be provided
to:
a. The Engineer.
All weathering steel shall be blast cleaned, Steel Structures Painting Council Surface Preparation No.
6 (SSPC-SP6, Commercial Blast Cleaning), to remove mill scale and foreign material which would
prohibit rusting to a uniform color.
628.06 Field Construction. The substructure shall be constructed in accordance with the details
shown in the plans and the pedestrian bridge shop drawings. Before construction begins on the
substructure, the Contractor shall determine the anchor bolt requirements and substructure
FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD
PROJECT SPECIAL PROVISIONS
SP-34
REVISION OF SECTION 628
BRIDGE GIRDER AND DECK UNIT
dimensions needed to properly erect the structure which will be provided. The Engineer shall be
provided with two copies of detail sheets delineating these requirements before work begins.
METHOD OF MEASUREMENT
628.07 Pedestrian bridge will be measured by the complete Bridge Girder and Deck Unit
installed and accepted.
BASIS OF PAYMENT
628.08 The accepted quantity shall be paid for at the contract unit price for the pay unit listed
below. Payment will be made under:
PAY ITEM PAY UNIT
Bridge Girder and Deck Unit (40 foot) EACH
Bridge Girder and Deck Unit (100 foot) EACH
Payment shall be full compensation for all work necessary to complete the item, which shall include
design, fabrication, transportation to the bridge site, and erection. The substructure shall be measured
and paid for separately, anchor bolts shall be included in Item 628. Payment will not be made for this
item until all required reports, certifications, and forms have been submitted to the Engineer.
FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD
PROJECT SPECIAL PROVISIONS
SP-35
UTILITIES
The following Utilities are known to be within the project limits:
Utility/Agency Contact Person Phone Number
Xcel Energy (gas) Stephanie Rich (970) 225-7828
Fort Collins Loveland Water District Terry Farrill (970) 226-3104
South Fort Collins Sanitation District Terry Farrill (970) 226-3104
COFC Stormwater Glen Schlueter (970) 224-6065
COFC Light and Power Mike Hergenreder (970) 219-8367
COFC Fiber Optic Clint Reetz (970) 221-6326
Comcast Communications Don Kapperman (970) 567-0245
Century Link Bob Rulli (970) 988-2120
Paragon Point HOA Irrigation Scott Gablehouse (970) 539-0890
The work described in these plans and specifications will require full coordination between the Contractor and the
Utility Companies, in accordance with Subsection 105.06 and while performing their respective operations, so the
utility work can be completed with minimum delays to all parties concerned. In accordance with the plans and
specifications, and as directed by the Engineer, the Contractor shall keep the utility company(s) advised of any
work being done to their facility, so that the utility company(s) can coordinate their inspections for final
acceptance of the work with the Engineer.
The Contractor shall be responsible for protecting, supporting, and if necessary, shoring existing utilities while
constructing the trail, pedestrian bridge, and associated work. The Contractor shall submit to the City and the
individual utility companies’ plans of how the utility lines will be supported and protected during construction.
NOTE: The Contractor shall be required to provide written notice to each utility company, with a copy to the
City, immediately prior to any utility work expected to be coordinated with construction.
The following utility work shall be performed by the Contractor:
Storm sewer system modifications, water main relocation
FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD
SPECIFICATIONS
APPENDIX A
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
1096-012-54
FOSSIL CREEK TRAIL UNDERPASS
AT TRILBY ROAD
SUMMARY OF QUANTITIES
02/14/14
NA
NA
SMB
MPO
C3
Park Planning & Development
215 N.Mason Street
Fort Collins, CO 80522
970-221-6360
Revisions
No. Date Description By
Revisions
No. Date Description By
SUMMARY OF APPROXIMATE QUANTITIES
0
SCALE: 1" = 10'
10 5 10 20
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
Revisions
No. Date Description By
Revisions
No. Date Description By
1096-012-54
FOSSIL CREEK TRAIL UNDERPASS
AT TRILBY ROAD
ELECTRICAL SITE PLAN
02/03/14
AS NOTED
AS NOTED
KH
EJT
E1
Park Planning & Development
215 N.Mason Street
Fort Collins, CO 80522
970-221-6360
PANEL: T
120/240 VOLT BUS: 100A CU
1 PHASE, 3 W. MAIN: 100A MAIN LUGS ONLY LOCATION: CABINET
Available Fault Current: 10,000 NEMA 3R
NOTES: FED FROM: 25 KVA XFRMR
MOUNTING: SURFACE
ID BREAKER DESCRIPTION V - A CIRCUIT PHASE CIRCUIT V - A DESCRIPTION BREAKER ID
+ 20 - SPARE - 1 A 2 400 TUNNEL LIGHTING 20 L
+ 20 - SPARE - 3 B 4 180 GFCI/TIMER 20 G
CONNECTED LOAD (Downstream Loads Included) TOTALS LOAD SUMMARY
Phase A 400 CATEGORY CONNECTED FACTOR CALCULATED V - A AMPS
Phase B 180 LIGHTING 400 125% 500 2.1
GENERAL RECEPTACLE 180 100% 180 0.8
DOWNSTREAM LOADS REMAINING GENERAL REC. 0 50% 0 0.0
DEDICATED RECEPTACLE 0 100% 0 0.0
MOTOR 0 100% 0 0.0
LARGEST MOTOR 0 125% 0 0.0
MISCELANEOUS 0 100% 0 0.0
KITCHEN 0 65% 0 0.0
ELECTRIC HEAT 0 125% 0 0.0
Total Demand: 680 3
LUMINAIRE SCHEDULE
TYPE LAMPS DESCRIPTION FINISH MOUNTING
VOLTAGE
(120/277) MANUFACTURER AND PRODUCT #
A 50W LED
SURFACE MOUNT ROUGH SERVICE. LUMINAIRE WITH LED
LAMPING, DIE CAST ROUND HOUSING AND
POLYCARBONATE LENS
ALUMINUM SURFACE 120 LITHONIA #VGR5C-50LED-120-DNAT-LPI
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
Revisions
No. Date Description By
Revisions
No. Date Description By
1096-012-54
FOSSIL CREEK TRAIL UNDERPASS
AT TRILBY ROAD
ELECTRICAL ONE LINE
02/03/14
AS NOTED
AS NOTED
KH
EJT
E2
Park Planning & Development
215 N.Mason Street
Fort Collins, CO 80522
970-221-6360
AC ABOVE COUNTER
AFF ABOVE FINISHED FLOOR
AFG ABOVE FINISHED GRADE
AFP ARCH FAULT PROTECTION
AIC AMP. INTERRUPTING CAPACITY
AL ALUMINUM
ANN ANNUNCIATOR
ARCH ARCHITECT
BFF BELOW FINISHED FLOOR
BFG BELOW FINISHED GRADE
C CONDUIT
CATV CABLE TELEVISION
CKT CIRCUIT
CLG CEILING
CT CURRENT TRANSFORMER
CU COPPER
DISC DISCONNECT
DN DOWN
DPDT DOUBLE POLE DOUBLE THROW
DPST DOUBLE POLE SINGLE THROW
EC ELECTRICAL CONTRACTOR
ELEC ELECTRICAL
EM EMERGENCY
EXIST EXISTING
F. FUSED
FB FIBER OPTICS
FLR FLOOR
FLUOR FLUORESCENT
G GROUND
GC GENERAL CONTRACTOR
GC GROUNDING CONDUCTOR
GFCI GROUND FAULT CIRCUIT INTERRUPT
GFP GROUND FAULT PROTECTED RECEPTACLE
GRC GALVANIZED RIGID CONDUIT
GRD GROUNDING CONDUCTOR
HP HORSEPOWER
IC INTERRUPTING CAPACITY
IG ISOLATED GROUND
ISC ISC AMP. SHORT CIRCUIT AVAILABLE
J-BOX JUNCTION BOX
KW KILOWATTS
LTG LIGHTING
MC MECHANICAL CONTRACTOR
MCB MAIN CIRCUIT BREAKER
MCC MOTOR CONTROL CENTER
MCIP MAIN CONTROL INSTRUMENT PANEL
MDB MAIN DISTRIBUTION SWITCHBOARD
MDB MAIN DISTRIBUTION SWITCHBOARD
MDP MAIN DISTRIBUTION PANEL
MDP MAIN DISTRIBUTION PANEL
MECH MECHANICAL
MLO MAIN LUG ONLY
MTD MOUNTED
N NEUTRAL
N.F. NON FUSED
N.T.S. NOT TO SCALE
NL NIGHT LIGHT
PC PULL CHAIN
PC PHOTOCELL
PH PHASE
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
Revisions
No. Date Description By
Revisions
No. Date Description By
1096-012-54
FOSSIL CREEK TRAIL UNDERPASS
AT TRILBY ROAD
GENERAL NOTES
02/03/14
AS NOTED
AS NOTED
KH
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Park Planning & Development
215 N.Mason Street
Fort Collins, CO 80522
970-221-6360
PLC PROGRAMMABLE CONTROLLER
PNL PANEL
PVC POLYVINYL CHLORIDE
PWR POWER
RECEPT RECEPTACLE
S/N SOLID NEUTRAL
SPC SPACE
SPDT SINGLE POLE DOUBLE THROW
SPR SPARE
SPST SINGLE POLE SINGLE THROW
SSRV SOLID STATE REDUCED VOLT.
SW SWITCH
TRANSF TRANSFORMER
T-STAT THERMOSTAT
TYP TYPICAL
U.O.N. UNLESS OTHERWISE NOTED
UC UNDER COUNTER
UG UNDERGROUND
V VOLTS
VFD VARIABLE FREQUENCY DRIVE
W WATTS
WG WIRE GUARD
WP WEATHERPROOF
XFMR TRANSFORMER
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
Revisions
No. Date Description By
Revisions
No. Date Description By
1096-012-54
FOSSIL CREEK TRAIL UNDERPASS
AT TRILBY ROAD
ELECTRICAL DETAILS
02/03/14
AS NOTED
AS NOTED
KH
EJT
E3
Park Planning & Development
215 N.Mason Street
Fort Collins, CO 80522
970-221-6360