HomeMy WebLinkAboutBID - 7513 HOT-IN-PLACE RECYCLING PROJECTSPECIFICATIONS
AND
CONTRACT DOCUMENTS
FOR
HOT-IN-PLACE RECYCLING PROJECT
BID NO. 7513
PURCHASING DIVISION
215 NORTH MASON STREET, 2ND FLOOR, FORT COLLINS
OPENING DATE: JUNE 6, 2013 AT 3:00 PM (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: May 15, 2013
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 June 6, 2013, for the Hot-In-Place
Recycling Project; BID NO. 7513. 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 7513. The Work shall consist of
rehabilitating the existing surface layer of existing asphalt pavement with specially designed
equipment in a simultaneous multi step process of heating, scarifying, applying an asphalt
rejuvenating agent, and thoroughly re-mixing and re-shaping the old asphalt surface, and then
placing an overlay of new hot mix asphalt. A single machine that heats, scarifies, recycles, and
spreads virgin material all in one continuous pass shall be used.
The City of Loveland will be using their own agreement for their work. The City of Fort Collins
will be using the agreement included with this bid. Renewals will be negotiated with each City
separately.
This is a one year agreement but, at the option of the City, the Agreement may be extended for
additional one year periods not to exceed four (4) additional one year periods. Pricing changes
shall be negotiated by and agreed to by both parties and may use the Denver - Boulder CPI-U
as published by the Colorado State Planning and Budget Office as a guide.
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.
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.
17.0 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.
18.0 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.
19.0 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.
20.0 RETAINAGE.
Provisions concerning retainage are set forth in the Agreement.
21.0 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.
22.0 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.
23.0 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: 7513 Hot-In-Place Recycling Project
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)
405.01 Hot-In-Place Recycling SY 116,000 $ -
405.02 Rejuvenating Agent Gallon 9,250 $ -
210.01 Adjust Valve Box Each 56 $ -
210.02 Adjust Valve Box with Ring Each 22 $ -
210.03 Adjust Manhole with Ring Each 71 $ -
630.20 Traffic Control - (see below) Lump Sum 1 $ -
630.30 Variable Message Board Per Each/Per
Day
35 $ -
630.40 Flagging Hour 450 $ -
630.50 Advance Warning Arrow Board Per Each/Per
Day 15 $ -
$ -
Dollars and Cents
Unit Quantity Unit Price Total Cost
Lump Sum 1 $ -
Lump Sum 1 $ -
Lump Sum 1 $ -
$ -
Item No. Description Unit Contract
Quantity Unit Price City of Loveland Cost
405.01 Hot-In-Place Recycling SY 96,922 $ -
405.02 Rejuvenating Agent Gallon 7,754 $ -
210.03 Adjust Valve Box with Ring Each 81 $ -
210.05 Adjust Manhole with Ring Each 55 $ -
614.01 Traffic Control - City of Loveland Only Lump Sum 1 $ -
No Park Signs - City of Loveland Only Lump Sum 1 $ -
$ -
Dollars and Cents
Dollars and Cents
CITY OF FORT COLLINS
City of Fort Collins Cost
TOTAL COST
Item No. Description Unit ContractPrice Unit
Quantity
Total Bid Price for the City of Fort Collins and City of Loveland (the sum of both City bids above)
TOTAL COST
TRAFFIC CONTROL COSTS FOR EACH PROJECT AREA BELOW SHALL BE PROVIDED AS A LUMP SUM FOR THE PROJECT AREA. THE TOTAL OF ALL
PROJECT AREAS BELOW SHALL EQUAL THE LUMP SUM COST FOR LINE ITEM 630.20 TRAFFIC CONTROL ABOVE. PLEASE ENTER ABOVE.
See Maps in section 03500 in contract documents
Center Ave
Foothills Park
Lake Sherwood
CITY OF LOVELAND
Copy Total to Item 630.20
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
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, .
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
10% 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: 7513 Hot-In-Place Recycling Project
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 7513 Hot-In-Place Recycling Project.
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 7513 Hot-In-
Place Recycling Project and is generally described in Section 01010.
ARTICLE 2. ENGINEER
The Project has been designed by the City of Fort Collins Streets Department,
who is hereinafter called ENGINEER and who will assume all duties and
responsibilities and will have the rights and authority assigned to ENGINEER in
the Contract Documents in connection with completion of the Work in
accordance with the Contract Documents.
ARTICLE 3. CONTRACT TIMES
3.1 This Agreement shall commence , and shall continue in full force until
, unless sooner terminated as herein provided. In addition at the
option of the City, the agreement may be extended for additional one (1)
year periods not to exceed four (4) additional one (1) year periods. Pricing
changes, if any, shall be negotiated by and agree to by both parties in
writing.
3.2 The Work shall be Substantially Complete within thirty-five(35) 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.
3.3 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 thirty-five (35) calendar day period for
Substantial Completion of the Work until the Work is Substantially
Complete.
2) Final Acceptance:
After Substantial Completion, Five Hundred Dollars ($500.00) for each
calendar day or fraction thereof that expires after the thirty (30) calendar
day period for Final Payment and Acceptance until the Work is ready for
Final Payment and Acceptance.
ARTICLE 4. CONTRACT PRICE
4.1 OWNER shall pay CONTRACTOR for performance of the Work in
accordance with the Contract Documents in current funds as follows:
Dollars ($ ), 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:
N/A
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: 7513 Hot-In-Place Recycling Project
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, 7513 Hot-In-Place Recycling Project.
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, 7513 Hot-In-Place Recycling Project.
NOW, THEREFORE, if the Principal shall make payment to all persons, firms, subcontractors,
and corporations furnishing materials for or performing labor in the prosecution of the Work
provided for in such Agreement and any authorized extension or modification thereof, including
all amounts due for materials, 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: 7513 Hot-In-Place
Recycling Project
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, 7513 Hot-In-Place Recycling Project.
A check is attached hereto in the amount of $ as Final
Payment for all Work done, subject to the terms of the Contract Documents which are dated
[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: 7513 Hot-In-Place Recycling Project
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: 7513 Hot-In-Place Recycling Project
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).
SECTION 00900
ADDENDA, MODIFICATIONS AND PAYMENT
00950 Contract Change Order
00960 Application for Payment
SECTION 00950
CHANGE ORDER NO.
PROJECT TITLE: Hot-In-Place Recycling Project
CONTRACTOR: [Contractor]
PROJECT NUMBER: 7513
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
$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
$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
$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
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
$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
$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
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
$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
TOTALS $0.00 $0.00 $0.00 $0.00
2013 HOT-IN-PLACE RECYCLING PROJECT
GENERAL REQUIREMENTS INDEX
SECTION PAGE NUMBERS
01010 Summary of Work General Reqs 1-3
01040 Coordination General Reqs 4-5
01310 Construction Schedules General Reqs 6-7
01410 Testing General Reqs 8-9
01510 Temporary Utilities General Reqs 10
01560 Temporary Controls General Reqs 11
01700 Contract Closeout General Reqs 12
01800 Method of Measurement and Basis of Payment General Reqs 13
SECTION 01010
SUMMARY OF WORK
General Requirements - Page 2 of 13
1.1 DESCRIPTION OF WORK
A. This work shall consist of rehabilitating the existing surface layer of existing asphalt pavement with specially
designed equipment in a simultaneous multi step process of heating, scarifying, applying an asphalt rejuvenating
agent, and thoroughly re-mixing and re-shaping the old asphalt surface, and then placing an overlay of new hot mix
asphalt. A single machine that heats, scarifies, recycles, and spreads virgin material all in one continuous pass shall
be used.
This work shall be performed on designated streets in the City Fort Collins and the City of Loveland as described in
Section 02500, Quantity Estimate and Section 03500, Project Maps.
B. Protection and Restoration.
1. Replace to equal or better conditions all items removed and replaced or damaged during construction. Restore
all areas disturbed to match surrounding surface conditions. Also see tree protection standards.
C. Construction Hours
1. Construction hours, except for emergencies, shall be limited to 7:00 a.m. to 6:00 p.m., Monday through Friday,
unless otherwise authorized in writing by the Engineer. After hour equipment operation shall be in accordance
with Section 1560.
2. Any work performed by the Contractor outside of the construction hours, whether or not authorized by the
Engineer, shall entitle the Owner to deduct from compensation due to the Contractor sufficient funds to cover
the Owner’s costs in providing field engineering and/or inspection services because of such work. The cost for
field engineering and inspection shall be $50.00 per hour.
1.2 NOTICES TO PRIVATE OWNERS AND AUTHORITIES
A. Notify private owners of adjacent property, utilities, irrigation canal, and affected governmental agencies when
prosecution of the Work may affect them.
B. Give notification 48 hours in advance to enable affected persons to provide for their needs when it is necessary to
temporarily deny access or services.
C. Contact utilities at least 48 hours prior excavating near underground utilities.
D. Contact all agencies at least 72 hours prior to start of construction. Notify all agencies of the proposed scope of
work schedule and any items which would affect their daily operation.
E. Tom Knostman/Bennett Ashbaugh will be the Pavement Engineer/Construction Inspector for the City of Fort
Collins.
Tom Knostman 970-221-6576 (off) 970-679-7947 (cell)
Bennett Ashbaugh 970-221-6615 (off) 970-658-0921 (cell)
F. Names and telephone numbers of affected agencies and utilities in the area are listed below for Contractor's
convenience.
SECTION 01010
SUMMARY OF WORK
General Requirements – Page 3 of 13
UTILITIES
Water: City of Fort Collins, Colorado
970-221-6700, Meter Shop 970-221-6759
Storm Sewer: City of Fort Collins, Colorado
970-221-6589
Sanitary Sewer: City of Fort Collins, Colorado
970-221-6681
Electrical: City of Fort Collins, Colorado
970-482-5922, 970-221-8553
Gas: Xcel Energy Emergency 1-800-895-2999
Local Contact: Pat Kreager 970.566.4416
Telephone: UNCC / 1-800-922-1987
Local Contact: Debbie Kautz 970.689.0635
Traffic Operations: City of Ft. Collins, Colorado
970-221-6630
Cable Television: Comcast
970-493-7400
*Utility Locates Under One-call System
1-800-922-1987
AGENCIES
Safety: Larimer County Sheriff's Department:
Occupational Safety and Health Administration Non-Emergency: 970-221-7177
(OSHA): 844-3061
Fire: Ambulance:
Poudre Fire Authority Poudre Valley Hospital
Non-Emergency: 970-221-6581 Non-Emergency: 970-484-1227
Emergency: 911 Emergency: 911
Police:
City of Fort Collins Police Department Transportation:
Non-Emergency: 970-221-6540 Transfort: 970-221-6620
Emergency: 911 Traffic Engineering: 970-221-6630
Postmaster:
US Postal Service: 225-4111
END OF SECTION
SECTION 01040
COORDINATION
General Requirements - Page 4 of 13
1.1 GENERAL CONTRACTOR RESPONSIBILITIES
A. Coordinate operations under contract in a manner which will facilitate progress of the Work.
B. Conform to the requirements of public utilities and concerned public agencies in respect to the timing and manner
of performance of operations which affect the service of such utilities, agencies, or public safety.
C. Coordinate operations under the contract with utility work to allow for efficient completion of the Work.
D. Coordinate all operations with the adjoining property owners, business owners, and surrounding neighborhoods to
provide satisfactory access at all times and keep them informed at all times.
1.2 CONFERENCES
A. A Pre-construction Conference will be held prior to the start of construction.
1. Contractor shall participate in the conference accompanied by all major Subcontractors, including the Traffic
Control Supervisor assigned to the project.
2. Contractor shall designate/introduce Superintendent, and major Subcontractors supervisors assigned to project.
3. The Engineer shall invite all utility companies involved.
4. The Utilities will be asked to designate their coordination person, provide utility plans, and their anticipated
schedules.
5. The Engineer shall introduce the Project Representatives.
B. Additional project coordination conferences will be held prior to start of construction for coordination of the Work,
refining project schedules, and utility coordination.
C. Engineer may hold coordination conferences to be attended by all involved when Contractor's operations affects, or
is affected by, the work of others.
1. Contractor shall participate in such conferences accompanied by Subcontractors as required by the Engineer.
1.3 PROGRESS MEETINGS
A. Contractor and Engineer's Project Representatives shall schedule and hold regular progress meetings at least weekly
and at other times as requested by the Engineer or required by the progress of the Work.
B. Attendance shall include:
1. Contractor and Superintendent.
2. Owner's Representatives.
3. Engineer and Resident Project Representative.
4. Traffic Control Supervisor
5. Others as may be requested by Contractor, Engineer or Owner.
SECTION 01040
COORDINATION
General Requirements - Page 5 of 13
C. Minimum agenda shall include:
1. Review of work progress since last meeting.
2. Identification and discussion of problems affecting progress.
3. Review of any pending change orders.
4. Revision of Construction Schedule as appropriate.
D. The Engineer and Contractor shall agree to weekly quantities at the progress meetings. The weekly quantity sheets
shall be signed by both parties. These quantity sheets, when signed, shall be final and shall be the basis for the
monthly progress estimates. This process ensures accurate monthly project pay estimates.
END OF SECTION
SECTION 01310
CONSTRUCTION SCHEDULES
General Requirements - Page 6 of 13
1.1 GENERAL
A. The Contractor shall prepare a detailed schedule of all construction operations, showing start and end dates. This
schedule will show how the Contractor intends to meet the milestones set forth.
1. No work is to begin at the site until Owner's acceptance of the Construction Progress Schedule and Report of
delivery of equipment and materials.
1.2 FORMAT AND SUBMISSIONS
A. Prepare construction and procure schedules in a graphic format suitable for displaying scheduled and actual
progress.
B. Submit two copies of each schedule to Owner for review.
1. Owner will return one copy to Contractor with revisions suggested or necessary for coordination of the Work
with the needs of Owner or others.
C. The schedule must show how the street, landscaping and various utility work will be coordinated.
1.3 CONTENT
A. Construction Progress Schedule.
1. Show the complete work sequence of construction by activity and location.
2. Show changes to traffic control.
3. Show project milestones
B. Report of delivery of equipment and materials.
1. Show delivery status of critical and major items of equipment and materials.
2. Include a schedule which includes the critical path for Shop Drawings, tests, and other submittal requirements for
equipment and materials.
1.4 PROGRESS REVISIONS
A. Submit revised schedules and reports at weekly project coordination meetings when changes are foreseen, when
requested by Owner or Engineer, and with each application for progress payment.
B. Show changes occurring since previous submission.
1. Actual progress of each item to date.
2. Revised projections of progress and completion.
C. Provide a narrative report as needed to define:
1. Anticipated problems, recommended actions, and their effects on the schedule.
2. The effect of changes on schedules of others.
SECTION 01310
CONSTRUCTION SCHEDULES
General Requirements – Page 7 of 13
1.5 OWNER'S RESPONSIBILITY
A. Owner's review is only for the purpose of checking conformity with the Contract Documents and assisting Contractor
in coordinating the Work with the needs of the Project.
B. It is not to be construed as relieving Contractor from any responsibility to determine the means, methods, techniques,
sequences and procedures of construction as provided in the General Conditions.
END OF SECTION
SECTION 01410
TESTING
General Requirements - Page 8 of 13
1.1 GENERAL
A. Provide such equipment and facilities as the Engineer may require for conducting field tests and for collecting and
forwarding samples. Do not use any materials or equipment represented by samples until tests, if required, have
been made and the materials or equipment are found to be acceptable. Any product which becomes unfit for use
after approval hereof, shall not be incorporated into the work.
B. All materials or equipment proposed to be used may be tested at any time during their preparation or use. Furnish
the required samples without charge and give sufficient notice of the placing of orders to permit the testing.
Products may be sampled either prior to shipment or after being received at the site of the work.
C. Tests shall be made by an accredited testing laboratory selected by the Owner. Except as otherwise provided,
sampling and testing of all materials and the laboratory methods and testing equipment shall be in accordance with
the latest standards and tentative methods of the American Society for Testing Materials (ASTM).
D. Where additional or specified information concerning testing methods, sample sizes, etc., is required, such
information is included under the applicable sections of the Specifications. Any modification of, or elaboration on,
these test procedures which may be included for specific materials under their respective sections in the
Specifications shall take precedence over these procedures.
1.2 OWNER'S RESPONSIBILITIES
A. Owner shall be responsible for and shall pay all costs in connection with testing for the following:
1. Tests not called for by the Specifications of materials delivered to the site but deemed necessary by Owner.
1.3 CONTRACTOR'S RESPONSIBILITIES
A. In addition to those inspections and tests called for in the General Conditions, Contractor shall also be responsible
for and shall pay all costs in connection with testing required for the following:
1. All performance and field testing specifically called for by the specifications.
2. All retesting for Work or materials found defective or unsatisfactory, including tests covered under 1.2 above.
3. All minimum call out charges or stand by time charges from the tester due to the Contractor's failure to pave,
pour, or fill on schedule for any reason except by action of the Engineer.
B. Contractor shall notify the Project Engineer 48 hours prior to performing an operation that would require testing.
1.4 CONTRACTOR'S QUALITY CONTROL SYSTEM
A. General: The Contractor shall establish a quality control system to perform sufficient inspection and tests of all items
of Work, including that of his subcontractors, to ensure conformance to the functional performance of this project.
This control shall be established for all construction except where the Contract Documents provide for specific
compliance tests by testing laboratories or engineers employed by the Owner. The Contractors control system shall
specifically include all testing required by the various sections of these Specifications.
B. Superintendence: The Contractor shall employ a full-time Superintendent to monitor and coordinate all facets of the
Work. The Superintendent shall have adequate experience to perform the duties of Superintendent.
SECTION 01410
TESTING
General Requirements – Page 9 of 13
C. Contractor's quality control system is the means by which he assures himself that his construction complies with the
requirements of the Contract Documents. Controls shall be adequate to cover all construction operations and should
be keyed to the proposed construction schedule.
D. Records: Maintain correct records on an appropriate form for all inspections and tests performed, instructions
received from the Engineer and actions taken as a result of those instructions. These records shall include evidence
that the required inspections or tests have been performed (including type and number of inspections or test, nature
of defects, causes for rejection, etc.) proposed or directed remedial action, and corrective action taken. Documented
inspections and tests as required by each section of the Specifications. Provide copies to Engineer daily.
END OF SECTION
SECTION 01510
TEMPORARY UTILITIES
General Requirements - Page 10 of 13
1.1 UTILITIES
A. Furnish all utilities necessary for construction.
B. Make arrangements with Owner as to the amount of water required and time when water will be needed.
1. Meters may be obtained through the Water Utility Meter Shop at 221-6759
2. Unnecessary waste of water will not be tolerated.
C. Furnish necessary water trucks, pipes, hoses, nozzles, and tools and perform all necessary labor.
1.2 SANITARY FACILITIES
A. Furnish temporary sanitary facilities at each site for the needs of construction workers and others performing work or
furnishing services on the Project.
B. Properly maintain sanitary facilities of reasonable capacity throughout construction periods.
C. Enforce the use of such sanitary facilities by all personnel at the site.
D. Obscure from public view to the greatest practical extent.
END OF SECTION
SECTION 01560
TEMPORARY CONTROLS
General Requirements - Page 11 of 13
1.1 NOISE CONTROL
A. Take reasonable measures to avoid unnecessary noise when construction activities are being performed in populated
areas.
B. Construction machinery and vehicles shall be equipped with practical sound muffling devices, and operated in a
manner to cause the least noise consistent with efficient performance of the Work.
C. Cease operation of all machinery and vehicles between the hours of 6:00 p.m. and 7:00 a.m.
1.2 DUST CONTROL
A. Dusty materials in piles or in transit shall be covered when necessary to prevent blowing.
B. Earth and road surfaces subject to dusting due to construction activities and detouring of traffic shall be kept moist
with water or by application of a chemical dust suppressant.
1. Chemical dust suppressant shall not be injurious to existing or future vegetation.
1.3 POLLUTION CONTROL
A. Prevent the pollution of drains and water courses by sanitary wastes, concrete, sediment, debris and other substances
resulting from construction activities.
1. Retain all spent oils, hydraulic fluids and other petroleum fluids in containers for disposal off the site.
2. Prevent sediment, debris or other substances from entering sanitary sewers, storm drains and culverts.
1.4 TRAFFIC CONTROL
A. Maintain traffic control in accordance with the “Manual of Uniform Traffic Control Devices” (MUTCD), the City of
Fort Collins “Work Area Traffic Control Handbook”, and the City of Fort Collins “Design Criteria and Standards for
Streets”, Part 2, General Requirements, Subsection 1.4, “Barricades Warning Signs, Signal Lights”. In the event of a
conflict between the MUTCD criteria and the City’s criteria, the City’s criteria shall govern.
1.5 HAUL ROUTES
The Engineer reserves the right to set haul routes in order to protect pavements, both new and old, from heavy loads.
These pavements may include, but are not limited to, recently constructed pavements, recently overlaid pavements,
and/or pavements whose condition would be significantly damaged by heavy loads.
END OF SECTION
SECTION 01700
CONTRACT CLOSEOUT
General Requirements - Page 12 of 13
1.1 CLEANING AND RESTORATION
A. Return the premises and adjacent properties to conditions existing or better than existing at the time the work
was begun. This will include providing labor, equipment and materials for cleaning, repairing and replacing
facilities damaged or soiled during construction. The Engineer will be the judge of the degree of restoration
required.
END OF SECTION
SECTION 01800
METHOD OF MEASUREMENT AND BASIS OF PAYMENT
General Requirements - Page 13 of 13
1.1 DEFECTIVE WORK
A. Owner will not pay for defective work and will not pay for repair or additional work required to bring the project to
a point of acceptance.
1.2 BID PRICE
A. The Total Bid Price covers all Work required by the Contract Documents. All work not specifically set forth as a
pay item in the Bid Form shall be considered a subsidiary obligation of Contractor and all costs in connection
therewith shall be included in the prices bid for the various items of Work.
B. Prices shall include all costs in connection with the proper and successful completion of the Work, including
furnishing all materials less manhole risers, equipment and tools; and performing all labor and supervision to fully
complete the Work.
C. Unit prices shall govern over extensions of sums.
D. Unit prices shall not be subject to re-negotiation.
1.3 ESTIMATED QUANTITIES
A. All quantities stipulated in the Bid Form at unit prices are approximate and are to be used only as a basis for
estimating the probable cost of the Work and for the purpose of comparing the bids submitted to the Work. The
basis of payment shall be the actual amount of materials furnished and Work done.
B. Contractor agrees that he will make no claim for damages, anticipated profits, or otherwise on account of any
difference between the amount of Work actually performed and materials actually furnished and the estimated
amount therefore.
END OF SECTION
The Colorado Department of Transportation "Standard Specifications for Road and Bridge Construction", 2012, and the
Larimer County “Urban Area Street Standards,” latest revisions (hereafter referred to as the "Standard Specifications")
are made a part of this Contract by this reference, except as revised herein, and are hereby adopted as the minimum
Standard Specifications of Compliance for this project. In those instances where the Standard Specifications conflict
with any of the provisions of the preceding Sections, the preceding Sections shall govern.
INDEX OF REVISIONS
SECTION
104 Traffic and Parking Control
105 Inspection of Work
105 Maintenance During Construction
107 Protection and Restoration of Property and Landscape
108 Prosecution and Progress
210 Adjust Manholes, Valve Boxes and Meter Boxes
405 Heating and Scarifying Treatment
627 Pavement Markings
630 Construction Zone Traffic Control
REVISION OF SECTION 104
TRAFFIC AND PARKING CONTROL
Section 104 of the Standard Specifications is hereby revised as follows for work within the City of Fort Collins
MAINTAINING TRAFFIC
Subsection 104.04 shall be amended to include the following.
It shall be the Contractor's responsibility to clear parking from the streets when such parking will interfere with the
work. Prior to work that requires the street(s) to be closed to parking and/or traffic, the street(s) shall be posted for
"NO PARKING". “NO PARKING” signs shall be placed at a minimum of 100 foot intervals. The placement of
these signs shall take place at least 24 hours prior to the commencement of work and shall clearly show the type of
work, and the day, date, and times that the message on the sign is in effect. (For example, if a street is to be repaired
on Wednesday, July 2, the street shall be posted no later than Tuesday, July 1, by 7:00 a.m. with a sign that reads
similar to "NO PARKING, WEDNESDAY, JULY 2, 7:00 A.M. TO 6:00 P.M., Paving (see sample "NO
PARKING" sign below). “NO PARKING” signs shall remain in place until the street is opened to traffic and all
clean up operations completed. No Parking signs may be placed, maintained and removed by a representative of the
Contractor, the Traffic Control Supervisor, or Flagger.
All information on the "NO PARKING" signs, with the exception of the type of work, date, and time shall be in
block letters permanently affixed to the sign. Any information added to a sign, such as dates, shall be clearly legible
and written in block style letters. The “NO PARKING” signs shall be in effect for one or two days only.
In the event the Contractor deems it necessary to remove a vehicle that has not adhered to the “NO PARKING”
notification, the Contractor shall first make every reasonable effort to locate and contact the owner of the vehicle.
Should the Contractor be unable to locate the owner of the vehicle, the Contractor shall notify the Engineer to
arrange for towing. If the “NO PARKING’ sign has been in place for a minimum of 24 hours, the City will make
every reasonable effort to remove the offending vehicle within four (4) hours of notification from the Contractor.
The Contractor shall not be entitled to additional compensation for delays associated with the towing of illegally
parked vehicles.
The Contractor shall have an approved Traffic Control Plan on site at all times. Traffic control signage on the
construction site shall be set up in accordance with the approved traffic control plan and in accordance with the
specifications.
Work performed by the Contractor without an approved traffic control plan or when “NO PARKING” signs have not
been placed as required by the specifications shall not be paid.
The Contractor shall also be subject to a pay deduction of up to $1,000.00 per occurrence per day for traffic control
not in compliance with referenced specifications or requirements contained herein. Issues subject to deductions may
include but are not limited to:
Traffic Control Supervisor not on the project site at all times (unless pre-approved by the Engineer)
An approved traffic control plan not on site
Traffic control device set up by flagging personnel unless assisting the Traffic Control Supervisor
Traffic control signage not set up in accordance with the approved traffic control plans
Inadequate flagging personnel and/or flagging equipment
The Engineer shall issue a written warning to the Contractor, Subcontractor, and/or Traffic Control Supervisor
documenting the type of violation. The Engineer shall determine the deduction amount based on the Engineers’
opinion of the infraction severity and the number of previous infractions. Upon issuance of the third violation, the
Engineer may request the Subcontractor, Traffic Control Supervisor and/or flagging personnel be removed from the
project. Removal from the project in which the violations were issued shall be in effect for the remainder of the year.
The contractor shall find replacement Traffic Control Subcontractor, TCS, and/or flagging personnel within two
weeks of the third notice without an adjustment to contract price or working days or the Contract may be terminated
and rebid.
At or near the end of each work day, a representative of the Contractor, the Traffic Control Supervisor, and the
Engineer shall meet to discuss the progress of the work, the placement of upcoming traffic control devices including
REVISION OF SECTION 104
TRAFFIC AND PARKING CONTROL
"NO PARKING" signs. The quantity of traffic control devices used that day and for the next day shall be agreed
upon by the Contractor and the Engineer. Any necessary adjustments shall be made. The Contractor and Engineer
shall also review and determine the proposed means of handling parking and traffic control for the upcoming work.
It is the responsibility of the Contractor to minimize any inconvenience to the public as a result of their work.
The Contractor shall maintain access at all times to all businesses within the project. The installation schedule shall
be communicated to all businesses and residents affected by the work at least 48 hours prior to starting work.
Any changes to the traffic control, as directed by the Engineer, including additional signs, barricades, and/or flaggers
needed shall be immediately implemented.
Traffic control shall be paid under Revision of Section 630, “Construction Zone Traffic Control” found herein.
END OF SECTION
NO
PARKING
Wed July 2
7:00 AM - 6:00 PM
Paving
REVISION OF SECTION 105
MAINTENANCE DURING CONSTRUCTION
Section 105 of the Standard Specifications is hereby revised as follows:
Subsection 105.10 shall include the following:
The Contractor shall keep the Engineer informed of his future construction operations to facilitate scheduling of
required inspection, measuring for pay quantities, and sampling. The Contractor shall notify the Engineer a
minimum of 48 hours in advance of starting any construction operation that will require inspection, measuring for
pay quantities, or sampling. Failure of the Contractor to provide such notice will relieve the owner and the Engineer
from any responsibility for additional costs or delays caused by such failure.
Inspection of the work or materials shall not relieve the Contractor of any of his obligations to fulfill his contract as
prescribed. Work and materials not meeting specifications shall be corrected and unsuitable work or materials may
be rejected, notwithstanding that such work or materials have been previously inspected by the Engineer or that
payment therefore has been included in the progress estimate.
The City’s commitment to our Environmental Management System (EMS) requires that vehicles on City projects
shall comply with the adoption of a “Limitation on Engine Idling” to reduce environmental impacts related to
construction. Please comply with turning off vehicles instead of idling for long periods (more than three minutes, as
a general rule).
Subsection 105.19 shall include the following:
The roadway area, including curb, gutter, and sidewalk, adjacent to and through the construction area shall be
cleaned of debris by the Contractor at the earliest opportunity, but in no case shall the area be left unclean after the
completion of the day's work. It shall be the Contractor's responsibility to provide the necessary manpower and
equipment to satisfactorily clean the roadway area.
The Contractor shall utilize a combination of pick-up brooms, side brooms and/or other equipment as needed to
clean the streets. All sweeping and clean up equipment shall be approved by the Engineer prior to the
commencement of work.
The Contractor shall maintain the streets during the construction process as prescribed above.
If a street requires additional sweeping by City forces, the Owner shall deduct from compensation due the Contractor
sufficient funds to cover the Owner's cost to provide said service.
All cost of maintaining the work during construction and before the project is accepted will not be paid for
separately, but shall be included in the work.
END OF SECTION
REVISION OF SECTION 107
PROTECTION AND RESTORATION OF PROPERTY AND LANDSCAPE
Section 107 of the Standard Specifications is hereby revised as follows:
Subsection 107.12 shall include the following:
The fact that any underground facility - sprinkler systems, utility services, etc. - is not shown on the plans, details or
construction documents shall not relieve the Contractor of his responsibilities as provided for in the Contract. It
shall be the Contractor's responsibility, pursuant thereto, to ascertain the location of such underground improvements
which may be subject to such damage by reason of his operations.
Any pruning of vegetation shall require the written permission of the property owner and/or the Engineer.
All costs for protecting and restoring landscaping and lawns shall be considered a subsidiary obligation of the
Contractor in connection with the various items of the Work, and no measurement or payment shall be made
separately for the protection and restoration of landscaping and lawns. All restoration of landscaping and lawns
damaged by construction operations, other than concrete repair, shall take place within three (3) working days from
the date of damage.
All labor, materials, tools, equipment, incidentals, and work involved in protecting or repairing underground
facilities shall be considered incidental to the work being done and shall not be measured and paid for separately.
Care shall be taken by the Contractors personnel when walking on adjacent sidewalk, curb, gutter, and medians to
minimize tracking oil, asphalt, etc on to the surface of the concrete. Concrete surfaces that have shoe prints from
personnel shall be power washed prior to completion of the area work.
END OF SECTION
REVISION OF SECTION 108
PROSECUTION AND PROGRESS
Section 108 of the Standard Specifications is hereby revised as follows:
Subsection 108.03 shall include the following:
This work shall be completed within the following calendar months:
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
NOV
DEC
It is the intent of this project to be completed within thirty five (35) consecutive working days after work
commences. Other restrictions are as follows:
Pavement installation may be required to be performed on Saturday or Sunday at major intersections.
END OF SECTION
REVISION OF SECTION 210
ADJUST MANHOLES, VALVE BOXES, METER BOXES
Section 210 of the Standard Specifications is hereby revised as follows:
Subsection 210.02 is revised to include the following:
Manholes, valve boxes, meter boxes, and all other similar structures located in a pavement shall be adjusted as noted
below.
Prior to beginning any construction on existing streets that will receive reconstruction and/or overlay, the Contractor
shall mark on the curb and gutter with paint the location of all existing structures. These markings shall be
maintained by the Contractor until the work has been completed and accepted by the Engineer.
The Contractor shall do all work needed to ensure that said structures can be readily adjusted and shall have all
necessary materials on hand prior to commencing the work.
All structures shall be adjusted to be 1/8" to 5/8" below the pavement.
All Valve box adjustments shall be no greater than 1/4” below the pavement.
The Engineer shall approve the method of adjustment for each structure. Valve boxes shall be adjusted by one of the
following methods:
1. Adjust by removing the existing pavement (concrete or asphalt), adjusting the valve by turning it to the
proper grade, trimming the existing asphalt by cutting vertical edges, then spreading and mechanically
compacting asphalt material. This item will be measured and paid for separately under "Adjust Valve
Box", not including asphalt material.
2. Adjust with adjusting rings. These items will be measured and paid for under "Adjust Valve Box with
Ring", including material (parts).
The Contractor shall exercise reasonable care while attempting to adjust the valve boxes. If the Contractor is
negligent and breaks the valve box, said valve box shall be replaced at the Contractor's expense.
Adjusting rings for valve boxes shall be of the type manufactured by the Tyler Manufacturing Company or an
approved equal.
Manholes shall be adjusted with adjusting rings. This item will be measured and paid for separately under "Adjust
Manhole with Ring". Rings shall be provided by the City.
Manhole covers which is unstable or noisy under traffic shall be replaced/re-installed by the Contractor, as directed
by the Engineer.
The Contractor shall be responsible for immediately cleaning out all construction materials that may fall into
manholes, valve boxes, or other structures during the construction process.
In the event that a structure was not properly adjusted (i.e. too high or too low), written notice will be given by the
Engineer to the Contractor requiring the Contractor to make the necessary adjustments within five (5) working days.
In the event that the structure is not adjusted within said time frame, the Engineer shall have the right to engage a
third party to complete the work, and to withhold the cost of such work from payments due the Contractor.
REVISION OF SECTION 210
ADJUST MANHOLES, VALVE BOXES, METER BOXES
The Engineer will also notify the Contractor in writing of any structures that were covered during the paving
operation. The Contractor shall then have five (5) working days to make said structure accessible or will be subject
to the constraints of the previous paragraph with respect to a third party completing the work.
BASIS OF PAYMENT
Subsection 210.13 is revised to include the following:
Payment will be made under:
Pay Item Pay Unit
210.01 Adjust Valve Box Each
210.02 Adjust Valve Box with Ring Each
210.03 Adjust Manhole with Ring Each
The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and
incidentals, and for doing all the work involved in adjusting structures, complete-in-place, as shown on the plans, as
specified in these specifications, and as directed by the Engineer.
END OF SECTION
REVISION OF SECTION 405
HEATING AND SCARIFYING TREATMENT
Section 405 of the Standard Specifications is hereby deleted for this project and replaced with the following:
DESCRIPTION
This work shall consist of rehabilitating the existing surface layer of existing asphalt pavement. Rehabilitation shall
be done with specially designed equipment in a simultaneous, multi-step process of heating, scarifying, applying an
asphalt rejuvenating agent, thoroughly re-mixing the loose, heated asphalt, re-shaping the surface with auger and
screed, and then placing an overlay of new, virgin, hot mix asphalt pavement with a second screed in compliance
with the lines, grades, thickness and typical cross sections shown on the plans or established by the Engineer. The
work shall include compacting the rehabilitated surface to specification. NOTE: This work shall be performed with
a single machine that heats, scarifies, rejuvenates, and spreads virgin material all in one continuous pass. Additional
pre-heaters may be utilized to achieve specified depth and temperature.
Turn Bays delineated by median curb will not be included in this project.
Signal Loops will be removed by the contractor and properly disposed off site.
Taper or surface planing will be provided prior to construction under separate contract.
MATERIALS
Asphalt rejuvenating agent used to restore the existing pavement shall be approved by the Engineer prior to use, and
shall conform to Section 702.04 and revisions thereto. A manufacturer’s certification shall be submitted for each
load of rejuvenating agent delivered to the project.
The City shall supply sufficient cores at various locations representing the entire project to determine the bitumen
content, absolute viscosity and penetration of the bitumen in the top 1" of the pavement. The Contractor shall utilize
this data to establish the type and amount of rejuvenating additive. The recommended amount, with the test data and
core locations, shall be submitted with the rejuvenate mix design to the Engineer 30 days prior to construction for
approval. Rejuvenating agent will be paid by the gallon of actual field measured quantities. Costs associated with
producing the mix design will not be measured or paid for separately, but will be considered incidental to the work.
Grading S (75) PG 64-22 hot mix asphalt material will be provided by the City, including haul to the project, under
separate contract.
EQUIPMENT
The Contractor shall specify in the bid proposal the type of equipment intended for use on this project. The
equipment shall be on the project in operating condition a minimum of 24 hours before beginning operations to
allow for evaluation by the Engineer. The Engineer reserves the right to reject equipment deemed not suitable for
the intended purpose at no additional cost to the City.
The recycling equipment shall meet the following requirements:
Repaver Equipment
The equipment for this work shall be a self-contained, self-propelled, automated unit capable of heating, scarifying
(or milling), mixing with approved rejuvenate, redistributing, and leveling the existing asphalt pavement to a
specified depth of one (1) inch, all in a single pass.
It shall have a means of automatically applying an asphalt rejuvenating agent at a uniform rate as shown on the plans
or as directed by the Engineer. It shall be capable of applying a ¾ to 2 inch (3/4-2”) new hot mix asphalt pavement
layer over the hot, partially compacted recycled mixture.
REVISION OF SECTION 405
HEATING AND SCARIFYING TREATMENT
Heating Unit
This unit shall be hooded to prevent damage to adjacent property and plant growth, including trees and shrubs.
It shall be capable of heating the pavement surface to a temperature high enough to allow scarification to the
required depth without breaking aggregate particles or charring the pavement surface. The Contractor shall
have fire-resistant plywood sheets and in-train water spraying systems to wet down and protect roadside
vegetation as directed by the Engineer.
Scarifying or Milling Units
The scarifiers or rotary millers shall be able to penetrate the pavement surface to a minimum depth of one (1)
inch in one pass. Scarifiers or millers shall be equipped with separate, automatic height adjustments which
allow clearance over manholes and other obstructions.
Rejuvenating Agent Applicator
This system shall automatically add rejuvenating agent to the scarified material at a uniform rate as approved by
the Engineer. The application rate shall be synchronized with the machine’s forward speed to maintain a
tolerance within 5% of the specified rate. The Contractor shall provide detailed information regarding
calibration within six months of the beginning of the project.
Conveying System
This system shall consist of a receiving hopper and conveying system to collect and transport new hot mix
asphalt pavement material to the finishing unit.
Recycling Unit
This unit shall consist of a system which mixes, distributes, and levels the scarified material over the width
being processed to produce a uniform cross-section, grade and texture of recycled material.
Finishing Unit
This unit shall have automatic screed controls to produce a surface conforming to that shown on the plans or as
directed by the Engineer. The unit shall be capable of producing a uniform slope, grade and texture.
Rollers
Rollers shall conform to Section 401 and revisions thereto.
CONSTRUCTION REQUIREMENTS
Immediately before pavement recycling, the pavement to be treated shall be broomed or otherwise cleaned of all
loose particles, trash, debris, earth or other deleterious materials. All weeds in the gutter line shall be removed. The
contractor shall hand place sufficient liquid, asphalt tack material per CDOT Section 702 to any areas not heat
treated and scarified prior to placement of asphalt.
The Contractor shall use all means necessary to prevent the spread of dust and debris during the performance of the
work. The Contractor shall be responsible for protecting the area adjacent to the work from heat damage. If damage
occurs, the Contractor shall replace all damaged areas, landscape, curb, parked vehicles, overhead lines, etc., at no
cost to the City. Where equipment comes into contact with tree branches and other plant material, the contractor
shall exercise suitable caution to avoid damage to all trees, shrubs, and other plant material. All trimming shall be
performed under the direction of the Engineer or City Forester.
The Contractor shall provide fire fighting equipment, which will not be measured or paid for separately, but shall be
considered incidental to the work.
REVISION OF SECTION 405
HEATING AND SCARIFYING TREATMENT
The heating shall be sufficient to soften the pavement to the extent that it can be scarified or milled to a depth of one
(1) inch. Heating shall be done in a manner that will assure uniform softening and will not char the asphalt.
To provide a welded longitudinal joint, the standing edge of the adjoining asphalt pavement shall be fully heated to a
width at least 2 inches beyond the width to be scarified and rejuvenated. When a pass is made adjacent to a
previously placed mat, the longitudinal seam shall extend at least 4 inches into the previously placed mat and the
longitudinal joint shall be shingled to allow proper joint compaction and drainage.
Immediately following heating, the pavement surface shall be scarified to the specified depth. The scarified material
shall have a temperature between 225° and 265° F, unless otherwise directed by the Engineer. The material shall be
leveled, mixed and treated with a rejuvenating agent. The application rate shall be as shown on the plans or as
approved by the Engineer. Application rate for the rejuvenating agent may be adjusted as necessary to maintain a
uniform mixture.
New hot mix asphalt pavement material shall be added to the reclaimed mixture by the following method:
The reclaimed material shall be gathered by a leveling device and auger spread to a uniform depth over the width
being processed using a screed. After it is placed, and while it still has a residual temperature of at least 190° F, a
three quarter to 2 (3/4 to 2”) inch layer of new hot asphalt pavement material shall be placed over it. Grading S or
SX hot mix asphalt material will be provided by the City, including haul to the project, under separate contract.
Compaction equipment shall be of sufficient type and size to compact the surface course to the required density.
Due to varying properties of the existing asphalt pavement, the following adjustments shall be made if required and
as directed by the Engineer.
• Depth of scarification may be varied.
• Application rate for rejuvenating agent or other asphaltic material may be adjusted as necessary to maintain
a uniform mixture.
• Application rate for new hot mix asphalt pavement (pounds per square yard) may be adjusted to maintain
the design depth of combined recycled and new hot asphalt pavement.
The Contractor shall place temporary pavement marking tape on the newly overlaid roadway for the purpose of
temporary delineation. The temporary pavement marking tape shall be placed daily, on the former alignment of
previously existing centerline and lane line striping, on the area paved. The Contractor shall be responsible to ensure
accurate placement of the temporary pavement marking tape.
Temporary tape being placed shall be reflective and uniform in color to the existing striping color. The Contractor
shall place the temporary pavement marking tape in two (2) foot strips, at twenty foot (20') maximum spacing. The
cost of temporary pavement marking tape and installation shall not be measured or paid for separately, but shall be
included in the cost of the Work. Temporary pavement marking tape shall be submitted for approval by the
Engineer prior to construction.
TRAFFIC CONTROL
Traffic Control will be provided by contractor using a subcontractor with sufficient equipment and experience with
traffic control in the City of Fort Collins. Extensive coordination between the Contractor and the Streets Department
is required. The Contractor shall meet with the TCS a minimum of seven (7) days prior to construction to coordinate
the traffic control necessary to complete the project. In the event the project is delayed, the Contractor is required to
notify the TCS a minimum of 24 hours prior to starting work again.
All work shall be performed between the hours of 7:00 a.m. and 6:00 p.m., weekdays, or as directed by the City
Traffic Department. Work may be required at major intersections on Saturday and Sunday.
REVISION OF SECTION 405
HEATING AND SCARIFYING TREATMENT
STAGING AREA
The Contractor is solely responsible for finding and securing a suitable staging area. The location of the staging area
must be submitted and approved by the Engineer prior to use. Written authorization to use private property to store
equipment and materials shall be obtained from the property owner and submitted to the Owner prior to mobilization
and use. The Owner shall be allowed access to the load site at all times. The Contractor shall also submit a letter of
indemnification to the Owner and the property owner.
MANHOLES AND WATER VALVES
Manholes & valves shall be adjusted immediately following the paving operation, using rings provided by the City,
as described in Revision of Section 210, Adjust Manholes, Valve Boxes, Meter Boxes enclosed herein.
WEATHER LIMITATIONS
Weather limitations for work on this item shall be a minimum of 50° F, and rising.
METHOD OF MEASUREMENT
Heating and scarifying treatment will be measured by the square yard completed and accepted.
Rejuvenating Agent will be measured by the gallon of actual material used in place.
BASIS OF PAYMENT
The accepted quantities of pavement recycling will be paid at the contract unit price per square yard. Payment shall
include cleaning the existing pavement surface, heating, scarifying, and redistributing, leveling, placing and
compacting asphalt pavement. Asphalt rejuvenating agent will be paid for by the gallon used in place.
Payment will be made under:
Pay Item Unit
405.01 Hot-In-Place Recycling Square Yard
405.02 Rejuvenating Agent Gallon
END OF SECTION
REVISION OF SECTION 627
PAVEMENT MARKINGS
Section 627 of the Standard Specifications is herby revised as follows for work within the City of Fort Collins
DESCRIPTION
This work shall consist of furnishing, installing, and removing temporary pavement marking in accordance with the
latest revisions of the Fort Collins Traffic Operations Manual, City of Fort Collins Work Area Traffic Control
Handbook, Larimer County Urban Area Street Standards (LCUASS), Colorado Department of Transportation Road
and Bridge Construction , and the Manual on Uniform Traffic Control Devices for Streets and Highways (MUTCD),
and in conformity to the lines, dimensions, patterns, locations, and details shown on the plans or established by the
Engineer.
CONSTRUCTION REQUIREMENTS
Subsection 627.03 shall be amended to include the following:
Permanent pavement markings shall be installed by the City of Fort Collins.
Temporary pavement markings/delineation of lanes may include temporary tape, tabs, or vertical panels as required
by the Engineer and shall be installed by the Contractor.
PAVEMENT MARKINGS/DELINEATION OF LANES
Sub-section 627.10 shall be amended to include the following:
City crews shall install permanent pavement striping. Typically, City crews may also install temporary striping as
directed by the Engineer. When City crews cannot install temporary striping, the Engineer may request that the
Contractor install temporary striping or maintain traffic control devices until such time that the City crew can install
striping.
Temporary pavement markings/delineation of lanes shall be suitable for use on asphalt or Portland cement pavements,
shall be installed on roadways that will be opened to traffic prior to permanent stripping by the City, and shall
conform as follows:
1. The surface to which the tape is applied shall be clean, dry, and free of dirt, oils, and grease. The
tape/tab/vertical panels shall be pressed down immediately after application until it adheres properly and
conforms to the surface.
2. All roads shall have temporary pavement markings before they are opened to traffic unless City Crews have
been scheduled to install permanent pavement markings prior to opening the road to traffic.
3 Markings applied to the final road surface shall not leave scars that conflict with permanent markings.
4. Temporary markings shall be installed in such a way that the markings adequately follow the desired
alignment.
5. Temporary pavement marking tape/delineation/vertical panels shall be required for all lane lines
a. Lane lines shall be “tapped” intermittently with a 2’ long by 4” wide reflective temporary strip at fifty
(50’) foot intervals.
b. Stop bars shall be “tapped” to a minimum width of 12”. Stop bars shall NOT be required at signalized
intersections. Contractor may be required to provide additional signage (i.e. Stop Sign Ahead, Stop
Here On Red, etc.); ‘Stop Here On Red” signs shall be required at signalized intersections.
c. It is the Contractor’s responsibility to notify the Engineer prior to completion of work to allow
scheduling of the permanent pavement markings to be installed by City crews.
REVISION OF SECTION 627
PAVEMENT MARKINGS
6. Removable pavement markings shall be installed in accordance with the manufacture’s recommendations
and maintained by the Contractor until permanent pavement markings are installed by City crews.
7. Temporary edge lines are not typically required unless there is no existing gutter or required by the
Engineer.
8. All tape shall be removed by the Contractor after permanent markings have been completed by the City.
9. It is the Contractor’s responsibility to maintain the temporary markings, at the Contractor’s expense, until
the permanent pavement marking is installed by City crews.
BASIS OF PAYMENT
Subsection 627.13 shall be amended to include the following:
All costs for installing temporary stripping shall not be measured and paid for separately including traffic control
devices and related traffic control incidentals. If flagging during permanent striping is required after the Contractor
has completed all daily work, it shall be paid under Revision of Section 630, “Flagging”, as directed by the Engineer.
END OF SECTION
REVISION OF SECTION 630
CONSTRUCTION ZONE TRAFFIC CONTROL
Section 630 of the Standard Specifications is hereby revised as follows for work within the City of Fort Collins
DESCRIPTION
Subsection 630.01 shall be amended to include the following:
This work shall consist of furnishing, installing, moving, maintaining, and removing temporary construction traffic
control devices, including but not limited to signs, advance warning arrow panels, variable message boards,
barricades, channelizing devices, and delineators as required by the latest revisions of the City of Fort Collins “Work
Area Traffic Control Handbook,” the "Manual on Uniform Traffic Control Devices for Streets and Highways"
(MUTCD), the Larimer County Urban Area Street Standards (LCUASS), and the Colorado Department of
Transportation Road and Bridge Standard Specifications (CDOT).
In the event of a conflict between the MUTCD criteria and the City's criteria, the City of Fort Collins criteria
shall govern.
MATERIALS
Subsection 630.02 shall be amended to include the following:
All traffic control devices shall meet or exceed the required minimum standards set forth in the City of Fort Collins
Work Area Traffic Control Handbook and the MUTCD. Traffic control devices shall be clean and in good operating
condition when delivered and shall be maintained on a daily basis. All traffic control devices shall be clearly marked
and free of crossed out information or any other form of defacement that detracts from the purpose for which they
are intended (i.e. crossed out information, information written in long-hand, etc.)
Sign blanks with sign faces on both sides must have the back sign face covered when in use to avoid confusion to
motorists and bicyclists traveling in the opposite direction and residents potentially affected by information the sign
may present.
CONSTRUCTION REQUIREMENTS
Subsection 630.10 shall be amended to include the following:
CONTRACTOR RESPONSIBILITY
The Contractor shall be responsible for ensuring safe passage through the work zone for vehicles, pedestrians,
and bicycles.
The City of Fort Collins shall not be responsible for any loss or damage to equipment due to theft or vandalism or
for any damages to public or private property caused by the Contractor’s construction activities. Private or public
property which is damaged by the Contractors’ installation, equipment, or employees will be the sole responsibility
of the Contractor.
The Contractor may be required to use Variable Message Boards to advise road users about upcoming work on
Arterial and Collector streets as required by Traffic Operations through the approved traffic control plan. When
required, the Engineer will issue direction for the number of boards, general locations for placement, and message
verbiage.
The typical quantity of Variable Message Boards shall be: Six (6) on Arterial streets, four (4) on Collector streets,
none on Residential streets, but may be modified as directed by the Engineer. Variable Message Boards shall be
placed a minimum of 5 working days prior to the project start date. If full closures on Arterial and Collector streets
are authorized, Variable Message Boards shall remain in place until completion of the project. Lane closures on
REVISION OF SECTION 630
CONSTRUCTION ZONE TRAFFIC CONTROL
Arterial and Collector streets shall require message boards to remain in place for two days after starting work. Fully
automated Variable Message Boards shall be installed and operate continuously during the above mentioned
durations on Arterial and Collector streets.
Two-way traffic shall be maintained at all times unless approved by the Engineer. Lane width shall be maintained at
a minimum of ten (10) feet between traffic control devices.
The Contractor will provide 24 hour minimum notice to the City of Fort Collins Traffic Department when project
operations will be near a signalized intersection.
TRAFFIC CONTROL PLAN - GENERAL
Hand drawn plans shall NOT be accepted.
Notification of residents and businesses shall be the responsibility of the Contractor, Contractor Representative,
Traffic Control Supervisor or the Traffic Control Supervisor Representative and shall consist of distributing letters
indicating the nature of the work to be completed, any special instructions to the residents, dates and times of the
work, and parking and access restrictions that will apply.
Sample notifications shall be submitted to the Engineer for review prior to starting the project. Notification letters or
door hangers shall include a local phone number which residents with questions may use to contact the Contractor
and a link to the City of Fort Collins Street Department web site where citizens may find additional information and
project updates at “www.fcgov.com/streets”. Only approved notifications shall be distributed a minimum of 48 hours
prior to the commencement of each phase of the Work.
Traffic Control Plans shall be submitted for approval prior to commencement of all work. Traffic control
conditions vary significantly in the field and the Contractor is responsible for submitting traffic control plans for
each work location. Minimum traffic control requirements for Arterial, Collector, and Residential streets are
contained herein. Plans shall be specific to the project area showing street names, existing signing and striping
conditions at intersections and the location for proposed devices.
Devices temporarily not in use shall be removed from the area. Moving shall include devices removed from the
project and later returned to use. Devices may be temporarily placed and/or stored in the City right-of-way in such a
manner that minimizes the hazards to pedestrians, bicyclists, and vehicles, as approved by the Engineer. Traffic
control devices shall be removed from the site immediately upon completion of the work for any street(s).
In the event there is a safety issue, the Engineer may issue a “Stop Work Order” until the issue(s) is corrected. The
Contractor shall not be entitled to any additional compensation for delays associated with the “Stop Work Order”.
Approved traffic control plans shall be available on site at all times for review and inspection. See Revision of
Section 104.
TRAFFIC CONTROL PLAN - PROJECT
Traffic control plans shall be submitted for all work locations prior to commencement of any work. Plans shall be
submitted along with the City of Fort Collins Traffic Approval Forms. Traffic control plans shall be prepared by a
Traffic Control Supervisor certified by the American Traffic Safety Services Association (ATSSA) or a Worksite
Traffic Control Supervisor certified by the Colorado Contractor's Association (CCA).
Typical Traffic Control Plans for work within the right-of-way shall be submitted for approval to the Engineer as
follows:
Typical submittals for scheduled residential work shall be submitted by 8:00 a.m. two (2) working days prior
to commencement of the work. Typical submittals for residential work scheduled on Monday and Tuesday
REVISION OF SECTION 630
CONSTRUCTION ZONE TRAFFIC CONTROL
shall be submitted the previous Thursday by 8:00 a.m.
Submittals for full closures on residential streets shall be submitted five (5) working days prior to the
commencement of work.
Submittals for full closures on Arterial and Collector streets shall be submitted ten (10) working days prior to
the commencement of work.
All plans shall be delivered to the Engineer, 625 Ninth Street, Fort Collins. Facsimiles of plans shall not be
accepted.
No phase of the construction shall start until the Traffic Control Plan has been approved. Failure to have an
approved Traffic Control Plan shall constitute cause for the City to stop work. See Revision of Sections 104 and 105.
A Traffic Control Plan shall be submitted for each Arterial and each Collector street scheduled for work. Each
residential area shall have one typical Traffic Control Plan submitted for the area. When changes to the Area
Traffic Control Plan(s) are required, a re-submittal for the area shall be provided for approval. For required closures
in a residential a separate submittal from the Area Traffic Control Plan shall be provided. The Traffic Control Plan
shall include, as a minimum, the following:
1. A traffic control Approval Form submittal with each traffic control plan. The Approval Form shall be
legibly written and filled out completely.
2. A detailed diagram which shows the location of all sign placements, including advance construction signs
(if not previously approved) and speed limit signs; method, length and time duration for lane closures, and
location of flag persons.
3. A tabulation of all traffic control devices shown on the detailed diagram including, but not limited to:
construction signs; vertical panels; vertical panels with lights; Type I, Type II, and Type III barricades;
cones; drum channelizing devices; advance warning flashing or sequencing arrow panels. Certain
traffic control devices may be used for more than one operation or phase. However, all devices
required for any particular phase must be detailed and tabulated for each phase.
4. Number of flaggers to be used and flagger locations. Flagger locations shall be located where approaching
motorists, bicyclists, and pedestrians have sufficient distance to safely stop at the specified point.
5. Parking and access restrictions to be in effect.
6. Detailed pedestrian and bicycle movement.
7. All applicable notes (i.e., sign spacing, taper length and posted speed limit, pedestrian routes, etc.)
Approval of the proposed method of handling traffic does not relieve the Contractor of liability specifically assigned
under this contract.
REVISION OF SECTION 630
CONSTRUCTION ZONE TRAFFIC CONTROL
FIGURE 630-1 TYPICAL ARTERIAL TRAFFIC CONTROL PLAN
ARTERIAL STREETS - Shall include flagging personnel required for the road classification, control of cross
traffic, and as required for the Contractor’s daily work activities in addition to the minimum signage required by the
specifications. Flagging shall be paid separately under “Flagging”.
Approved Variable Message Boards shall be required for Arterial streets, shall be shown on the drawing, and shall be
paid for separately under “Variable Message Board”.
Advance Warning Arrow Boards may be requested by the Engineer and shall be paid for separately under “Advance
Warning Arrow Board”.
REVISION OF SECTION 630
CONSTRUCTION ZONE TRAFFIC CONTROL
FIGURE 630-2 TYPICAL COLLECTOR TRAFFIC CONTROL PLAN
COLLECTOR STREETS - Shall include flagging personnel required for the road classification, control of cross
traffic, and as required for the Contractor’s daily work activities in addition to the minimum signage required by the
specifications. Flagging shall be paid separately under “Flagging”.
Approved Variable Message Boards may be required for collector streets and shall be shown on the plans and paid for
separately under “Variable Message Board”.
Advance Warning Arrow Boards may be requested by the Engineer and shall be paid for separately under “Advance
Warning Arrow Board”.
REVISION OF SECTION 630
CONSTRUCTION ZONE TRAFFIC CONTROL
FIGURE 630-3 TYPICAL RESIDENTIAL TRAFFIC CONTROL PLAN
RESIDENTIAL STREETS - Shall include flagging personnel required for the road classification, control of cross
traffic, and as required for the Contractor’s daily work activities in addition to the minimum signage required by the
specifications. Flagging shall be paid separately under “Flagging”.
Variable Message Boards are typically not required for residential streets.
REVISION OF SECTION 630
CONSTRUCTION ZONE TRAFFIC CONTROL
TRAFFIC CONTROL MANAGEMENT – SPECIFICALLY FOR USE IN THE CITY OF FORT COLLINS
Subsection 630.11 shall be amended to include the following:
The Contractor shall designate an individual, other than the Superintendent, to be the Traffic Control Supervisor.
Traffic Control Management shall be performed by a Traffic Control Supervisor (TCS). The TCS(s) shall possess a
current American Traffic Safety Services Association (ATSSA) certification as a Worksite Traffic Control
Supervisor or a current Colorado Contractor's Association (CCA) certification as a Traffic Control Supervisor.
Proof of certification for all personnel assigned to the project(s) shall be provided to the City Traffic Department and
the Engineer.
The Traffic Control Supervisor shall have approved traffic control plans for the work site and current copies of the
City of Fort Collins' "Work Area Traffic Control Handbook", and Part VI of the MUTCD, pertaining to traffic
control for street and highway construction, available on site at all times.
The TCS shall have a minimum of one year experience as a certified TCS. Qualifications shall be submitted to the
Engineer for approval a minimum of five (5) working days prior to commencement of the work. The TCS shall
be required to be on site at all times during construction. It is the intent of the specifications that the TCS be the
same throughout the year.
The TCS shall be equipped with a cellular phone.
Traffic Control Management shall be maintained on a 24 hour per day basis. The Contractor shall make
arrangements so that the Traffic Control Supervisor or their approved representative will be available on every
working day, “on call” at all times, and available upon request of the Engineer during non-working hours. A 24 hour
telephone number shall be provided to the Engineer. Outside of construction hours, the response time from the
Engineers’ contact shall be 30 minutes or less and correction of the issue(s) shall be one (1) hour or less.
If, in the opinion of the Engineer, any traffic control individual does not perform their duties at or to the minimum
industry standard, the Contractor will be required to replace that individual.
TCS duties shall include, but are not limited to:
1. Supervise and direct project flaggers.
2. Prepare, revise, and submit Traffic Control Plans as required.
3. Coordinate all traffic control related operations, including those of the Subcontractor and supplier.
4. Coordinate project activities with appropriate police and fire control agencies, Transfort, school districts
and other affected agencies and parties prior to construction.
5. Notify residents and businesses at least 48 hours prior to construction.
a. Notifications may be accomplished by a representative of the TCS such as a flagger and shall be hand
typed and hand delivered to all businesses and residents.
6. Inspect traffic control devices on a calendar day basis for the duration of the project to ensure devices are
functioning properly and are clean and legible.
7. Oversee all requirements covered by the plans and specifications which contribute to the convenience,
safety, and orderly movement of traffic.
8. Breaking flaggers for short periods of no more than fifteen (15) minutes over a sixty (60) minute period.
9. Set up and removal of traffic control device.
10. Maintain a project traffic control diary which shall become part of the City's project records. This
diary/log shall be submitted to the Engineer daily and shall include the following information as a
minimum
a. Date.
b. The time of traffic control inspections.
REVISION OF SECTION 630
CONSTRUCTION ZONE TRAFFIC CONTROL
c. Project description and location.
d. Traffic Control Supervisor’s name.
e. Types and quantities of traffic control devices used per approved MHT.
f. List of flaggers used, including start time, stop time and number of flagging hour breaks.
g. Traffic control problems (traffic accidents; damaged, missing or dirty devices, etc.) and corrective
action taken.
METHOD OF MEASUREMENT
Subsection 630.15 shall be amended to include the following:
“Traffic Control” shall be paid by the lump sum for each “Project Area” specified under Section 02500, Quantity
Estimate, and shown in Section 03500, Maps, not to exceed the lump sum bid total for all areas.
The cost shall include a full time TCS on site throughout the project (including vehicle) and traffic control
devices meeting the specification standards (excluding Variable Message Boards, Advance Warning Arrow
Panels, and Flagging personnel). Sand bags, sign stands, fencing, lighting, electricity, fuel, and caution tape
shall not be measured and paid for separately and shall be considered a subsidiary obligation in conjunction with
traffic control items.
Traffic control devices and all related incidentals including sand bags, sign stands, fencing, lighting, electricity,
fuel, caution tape, etc. shall be included in the lump sum price for the project area. Business signs, Neighborhood
Traffic Only signs and Detour Placard street names are not considered Specialty Signs and shall not be measured
or paid for separately but shall be included in the lump sum cost for the project area.
“Variable Message Board” shall be measured and paid per each per day in addition to the project area lump sum
price.
“Flagging” shall be measured and paid per hour in addition to the project area lump sum price and shall be provided
based on the Contractors daily work activities, number/location of intersections, or as directed by the Engineer, and
shall include all related equipment and incidentals (i.e., Stop/Slow paddles, communication devices if required,
personal protective equipment).
Hours of non-flagging work in excess of those authorized shall not be measured and paid for separately but shall
be at the Contractor's expense including personnel break times, and stand by time.
Flaggers shall be provided with hand signs such as Stop/Slow paddles and electronic communication devices
when required and follow the current MUTCD standards. Flaggers’ equipment and devices shall not be measured
and paid for separately. .
“Advance Warning Arrow Board” shall be paid per each per day in addition to the project area lump sum price.
All costs associated with Traffic Control Plan review shall not be measured or paid for separately, but shall be
considered incidental to the Work including re-submittal fees.
The City may deduct from compensation due the Contractor $10.00 per day for each traffic control device not
removed from the site immediately upon completion of the work or as directed by the Engineer.
The Contractor may provide larger construction traffic signs than those typically used in accordance with the City of
Fort Collins Work Area Traffic Control Handbook and the MUTCD as approved by the Engineer, however, no
payment shall be made for the additional panel size.
REVISION OF SECTION 630
CONSTRUCTION ZONE TRAFFIC CONTROL
“The City of Fort Collins Master Street Plan Map” depicting the street classifications (Arterial, Collector, Residential)
can be found at the following link:
http://citydocs.fcgov.com/?dt=Master+Street+Plan+Map&dn=GIS+MAPS&vid=192&cmd=showdt
BASIS OF PAYMENT
Subsection 630.16 shall be amended to include the following:
Payment shall be made under:
Pay Item Unit
630.20 Traffic Control Lump Sum
630.30 Variable Message Board Per Each/Per Day
630.40 Flagging Hour
630.50 Advance Warning Arrow Board Per Each/Per Day
The lump sum price for Traffic Control under item 630.20 shall be the summation of the individual project area
lump sum unit costs shown on the schedule. Payments shall be made only when the project area has been complete
and the traffic control removed.
Any changes to the scope of the project areas that significantly add to or detract from the traffic control requirement,
in the judgment of the Engineer, shall be addressed by deducting the project area from the total and adding the new
area to the Contract based on the Traffic Control Ratio multiplied by the total cost of the installed quantities for the
revised or new project area.
The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment,
and incidentals, and for doing all the work involved in setup/removal/modification, notifications and delivery for
Construction Zone Traffic Control including vehicles, phones, sandbags, hand signs, break times, as shown on the
plans, as specified in these specifications, and as directed by the Engineer.
Traffic Control quantities impacted by additions to or deletions from the Work in Section 02500, “Quantity
Estimate” shall be paid by Change Order and included in the monthly progress payment(s).
REVISION OF SECTION 630
CONSTRUCTION ZONE TRAFFIC CONTROL
SPECIAL CONDITIONS FOR WORK ON ARTERIALS AND COLLECTORS
NOTE: CROSS STREET TRAFFIC SHALL BE MAINTAINED AT ALL TIMES UNLESS AUTHORIZED BY THE
ENGINEER IN WRITING.
NOTE: FULL CLOSURES ON ARTERIAL AND COLLECTOR STREETS SHALL BE ALLOWED UNDER
EXTREME CIRCUMSTANCES AND ONLY UPON APPROVAL OF THE ENGINEER. PLANS SHALL
BE APPROVED A MINIMUM OF TWO (2) WEEKS PRIOR TO THE COMMENCEMENT OF WORK
AND/OR THE TIME REQUIRED TO ADEQUATELY NOTIFY THE PUBLIC THROUGH THE MEDIA.
NOTE: CONSTRUCTION OR REPAIR WORK WILL NOT BE PERMITTED AT OR IN THE VICINITY OF A
SIGNALIZED INTERSECTION OR ANY ARTERIAL AND COLLECTOR STREETS THAT HAVE
MAJOR TRAFFIC VOLUMES BETWEEN THE HOURS OF 7:00 A.M. TO 8:30 A.M OR 3:30 P.M TO 6:30
P.M. (EXCEPT IN THE CASE OF AN EMERGENCY).
EXCEPTIONS MAY BE MADE FOR CONSTRUCTION OR REPAIR WORK ON ARTERIAL
AND COLLECTOR STREETS BETWEEN THE HOURS OF 7:00 A.M. TO 6: P.M., MONDAY
THROUGH FRIDAY EXCLUDING HOLIDAYS, WHEN ALL EQUIPMENT, LABOR, TRAFFIC
CONTROL DEVICES, AND CONSTRUCTION ARE NOT IN THE VICINITY OF AN
INTERSECTION. THE ENGINEER SHALL AUTHORIZE SUCH WORK AND SPECIFY THE
REQUIRED DISTANCE FROM THE INTERSECTION.
NOTE: TIME RESTRICTIONS ON S.H. 287 AND HWY 17 (COLLEGE AVENUE AND MULBERRY STREET
EAST OF LEMAY) SHALL TYPICALLY BE RESTRICTED FROM 9:00 A.M TO 3:00 P.M.
NOTE: CONSTRUCTION HOURS, EXCEPT FOR EMERGENCIES SHALL BE LIMITED TO 7:00 A.M. TO 6:00
P.M., MONDAY THROUGH FRIDAY EXCLUDING HOLIDAYS, UNLESS OTHERWISE AUTHORIZED
IN WRITING BY THE ENGINEER.
SPECIAL CONDITIONS FOR WORK ON RESIDENTIAL STREETS
NOTE: FULL CLOSURES ON ALL RESIDENTIAL STREETS SHALL BE ALLOWED AS SHOWN ON THE
TRAFFIC CONTROL PLANS.
SECTION 02500
QUANTITY ESTIMATE
This work shall consist of scarification and rejuvenation of the existing asphalt surface and installation of recycled and
new asphalt material including adjustment of manholes and water valves on designated streets in the City of Fort Collins
and the City of Loveland. Specific locations are described herein.
All quantities stipulated in the Bid Schedule at unit prices are approximate and are to be used only as a basis for
estimating the probable cost of the Work and for the purpose of comparing the bids submitted to the Work. The basis of
payment shall be the actual amount of materials furnished and Work done.
Contractor agrees that he will make no claim for damages, anticipated profits, or otherwise on account of any difference
between the amount of Work actually performed and materials actually furnished and the estimated amount therefor.
Hot-In-Place Recycling Rejuvenating Agent Adjust Valve Box Adjust Valve Box with Ring Adjust Manhole with Ring
405.01 405.02 210.01 210.03 210.05
Unit SY Gal Each Each Each
Center Ave 50,750.00 4,060.00 20 8 31
Lake Sherwood 52,892.00 4,231.36 30 10 29
Foothills Park 11,934.00 954.72 6 4 11
TOTALS 115,576.00 9,246.08 56 22 71
CITY OF FORT COLLINS
Line Item
SECTION 03500
PROJECT MAPS
In Order of Priority
• Overall 2013 Program Map
• Center Ave
o Includes:
Center Ave - from Prospect Rd to Shields St
Worthington Ave – from Drake Rd to Center Ave
Research Blvd – from Drake Rd to Center Ave
• Foothills Park
o Includes:
Colony Dr – From Horsetooth Rd to Blue Mesa Ave
Tradition Dr – From Horsetooth Rd to Colony Dr
• Lake Sherwood
o Includes:
Centennial Rd – From Lemay Ave to Parklake Dr
Parklake Dr – From Centennial Rd to Parklake Ct
Springwood Dr – From Lemay Ave to Lochwood Dr
Lake Sherwood
³I
S
Shields St
S College Ave
E Drake Rd
E Prospect Rd
E Horsetooth Rd
W Drake Rd
R
i
ve
r
s
i
de Av
e
Remington St
W Laurel St
S Mason St
W Prospect Rd
S Le
m
a
y
A
v
e
W Horsetooth Rd
B
o
a
r
d
w
alk
D
r
Jo
h
n F K
enne
d
y
P
kwy
Landings Dr
W Troutman Pkwy
S Lemay Ave
2013 SMP PROGRAM
HOT-IN-PLACE RECYCLING .
0 0.375 0.75 1.5 Miles
Center
Foothills Park
Bay Rd
Sheely Dr
Shire Ct
Birky Pl
S Whitcomb St
Hi
l
l
P
o
n
d
R
d
Juniper Ln
Rolland Moore Dr
Hobbit St
Worthington Ave
Balsam Ln
Wallenberg Dr
Gil
g
ala
d
W
a
y
Wagonwheel Dr
W
o
r
t
h
i
n
gton Cir
Bay Dr
Avocet Rd
Waters Edge
Prospect Ln
Davidson Dr
Redwing Rd
Spring Ct
Mcclelland Dr
Johnson Dr
Bridgefield Ln
Summer St Blevins Ct
Tamasag Dr
Mirrormere Cir
Nor
therland Dr
W Lake St
Centre Ave
Research Blvd
Center Ave
Meado
wlark Ave
S Shields St
W Drake Rd
W Prospect Rd
Foothills Park
Tradition Dr
Blue Mesa Ave
Killdeer Dr
Gunnison Dr
Justice Dr
Zuni Cir
Riva Ridge Dr
Eagle Dr
Rep
u
b
l
i
c
Dr
S
i
l
v
e
r
t
h
orne Dr
Longhorn Ct
W
o
r
t
h
i
n
g
t
o
n
A
v
e
Plowman Way
Omaha Ct
Warr
e
n
F
arm Dr
Sun Disk Ct
Fairplay Ct
P
l
a
nter
W
a
y
Ho
m
e
s
Lake Sherwood
Springwood Dr
S
i
l
v
e
r
w
o
o
d
D
r
Brookwood Dr
Lakeshor
e
D
r
Custer Dr
Ivy St
Eastbrook Dr
C
a
rlton Ave
Alcott St
Oxborough Ln
M
a
n
s
fi
e
l
d
D
r
Nelson Ln
Adobe Dr
Waterford Ln
Sombrero Ln
Bighorn Rd
Eas
t
w
o
o
d
D
r
P
e
p
p
e
r
w
o
o
d
SECTION 04000
EROSION CONTROL AND INLET PROTECTION
DEX OF EVIRONMENTAL STANDARD OPERATING PROCEEDURES (ESOP)
ew Construction Activities for Municipalities 1 of 2
treet, Curb, and Gutter Replacement and Construction 1 of 3
treet, Curb, and Gutter Maintenance 1 of 3
pill Prevention and Response 1 of 4
tility and Storm Sewer System Maintenance
tility and Storm Sewer System Replacement and Construction 1 of 3
ower Washing 1 of 2
ehicle Fueling 1 to 3
utdoor Fleet Maintenance 1 of 4
eavy Equipment and Vehicle Maintenance 1 of 4
IN
N
S
S
S
U 1 of 4
U
P
V
O
H
Page 1 of 2
New Construction Activities for
Municipalities
Description
This fact sheet covers new construction activities disturbing less
than one acre not subject to a CDPS Construction permit. New
construction includes, but is not limited to buildings, structures,
capital improvements, roadways, and recreational components
such as trails, restrooms, and other structures. Procedures
provided are general in nature and can be applied to any scale
or type of municipal construction.
When services are contracted, this written procedure should be
provided to the contractor so they have the proper operational
procedures. In addition, the contract should specify that the
contractor is responsible for abiding by all applicable municipal,
state, and federal codes, laws, and regulations.
Procedures
Obtain all applicable federal, state, and local permits for
construction projects.
The Colorado Stormwater Construction General
permit applies to construction sites disturbing one
acre or more, or less than one acre but part of a larger
common plan of development.
A larger common plan of development is defined as
a contiguous area where multiple separate and
distinct construction activities may be taking place at
different times on different schedules under one
plan.
A dewatering permit may be required if construction
activities require the removal and discharge of
groundwater offsite.
A U.S. Army Corp of Engineers (USACE) Section 404
Permit may be needed if the work will be conducted
in or impact waters of the United States, including
wetlands, washes, drainages, ditches, creeks,
streams, and rivers.
Applicable sediment and erosion controls may be
installed, such as inlet protection, silt fence, sediment
traps, erosion control logs, check dams, and vehicle
tracking control. Sediment and erosion controls will be
For More Information
Name
Address
City, State
Phone
e-mail
Possible Pollutants
Sediment
Chemicals
Organics
Trash
Good Housekeeping
Waste Management
Employee/Contractor Training
Proper Cleanup and Disposal
Procedures
Related Procedures
Heavy Equipment and Vehicle
Maintenance
Parks and Open Space
Page 2 of 2
installed and maintained in accordance with approved design criteria and/or industry
standards.
Material stockpiles will not be stored in stormwater flow lines. Temporary sediment
control will be used during temporary, short-term placement while work is actively
occurring.
Where feasible, grading activities should be scheduled during dry weather.
Best management practices will be periodically inspected and maintained as necessary.
Waste containment for concrete washout, masonry, paint, trash and other potential
pollutants will be available when these activities are being conducted.
Where practicable, non-structural controls will be used, such as phased construction, dust
control, good housekeeping practices, and spill prevention and response.
Employee Training
Train applicable employees who perform new construction activities on this written
procedure. Information regarding how to avoid and report spills will be presented during
the training.
Periodically conduct refresher training on the SOP for applicable employees who perform
new construction activities.
Records
The following records could be used to document activities performed:
Records of employee training with sign-in sheet.
References
City of Centennial SOP: New Construction SOP, August 2007.
Mesa County, Municipal Operations and Maintenance Program, July 2005.
Page 1 of 3
Street, Curb, and Gutter
Replacement and
Construction
Description
Procedures involving the replacement and
construction of streets, curbs, and gutters have the
potential to impact stormwater quality. Materials
involved in these activities should be used efficiently
and disposed of properly.
When services are contracted, this written procedure
should be provided to the contractor so they have the
proper operational procedures. In addition, the
contract should specify that the contractor is
responsible for abiding by all applicable municipal,
state, and federal codes, laws, and regulations.
Procedures
General
Obtain all applicable federal, state, and local
permits for construction projects.
The Colorado Stormwater Construction
General permit applies to construction sites
disturbing one acre or more, or less than one
acre but part of a larger common plan of
development.
A larger common plan of development is
defined as a contiguous area where multiple
separate and distinct construction activities
may be taking place at different times on
different schedules under one plan.
A dewatering permit may be required if
construction activities require the removal
and discharge of groundwater offsite.
A U.S. Army Corp of Engineers (USACE)
Section 404 Permit may be needed if the work
will be conducted in or impact waters of the
United States, including wetlands, washes,
drainages, ditches, creeks, streams, and rivers.
For More Information
Name
Address
City, State
Phone
e-mail
Possible Pollutants
Fine-grained sediment
Organics
Oil
Saw-cut slurry
Trash
Good Housekeeping
Dumpster/Waste Management
Employee/Contractor Training
Proper cleanup and disposal
procedures
Dry cleaning methods
Related Procedures
Spill Prevention and Response
Street Sweeping
Street Sweeper Cleaning and
Applicable sediment and erosion controls may be installed, such as inlet protection,
silt fence, sediment traps, erosion control logs, check dams, and vehicle tracking
control. Sediment and erosion controls will be installed and maintained in
accordance with approved design criteria and/or industry standards.
When saw cutting, ensure that no slurry enters the storm drain. Let the slurry dry,
sweep it up, and properly dispose of the sweepings or vacuum while saw cutting.
Do not perform concrete or asphalt paving work during wet conditions whenever
possible.
Monitor construction equipment for leaks and use drip pans as necessary.
Leaking material containers should be properly discarded and replaced.
Store materials in containers under cover when not in use and away from any storm
drain inlet.
Wash out mixers, delivery trucks, or other equipment in the designated concrete
washout area only.
Locate concrete washout, portable toilets, and material storage away from storm
drain inlets.
Material stockpiles will not be stored in stormwater flow lines. Temporary
sediment control will be used during temporary, short-term placement while work
is actively occurring.
Sweep or vacuum the roadway as needed, during construction and once
construction is complete.
Best management practices will be periodically inspected and maintained as
necessary.
Where practicable, non-structural controls will be used, such as phased construction,
dust control, good housekeeping practices, and spill prevention and response
procedures.
Where practicable, non-structural controls will be used, such as phased
construction, dust control, good housekeeping practices, and spill prevention and
response.
Bridge Construction
Do not transfer or load any materials directly over waterways.
Suspend drop cloths or nets below any bridgework where wastes, scraps, or drips
might be spilled into a waterway.
Concrete Work
Minimize the drift of chemical cure on windy days by using the curing compound
sparingly and applying it close to the concrete surface.
Ensure there is a concrete truck washout area available or require the contractor to
wash out at the batch plant.
Page 2 of 3
Page 3 of 3
Whenever possible, recycle concrete rubble; otherwise, dispose of it as solid waste.
Asphalt Work
Control the placement of road base or asphalt used in embankments or shoulder
backing; do not allow these materials to fall into any storm drain or watercourses.
Whenever possible, recycle asphalt. If recycling is not possible, dispose of as solid
waste.
Painting and Striping
If possible, schedule painting and striping projects during dry weather.
Use thermoplastic or epoxy markings in place of paint whenever feasible.
Use care to prevent splashing or spilling of any liquid material. Follow the Spill
Prevention and Response procedure should a spill occur.
Employee Training
Train applicable employees who perform street, curb, and gutter construction on this
written procedure. Information regarding how to avoid and report spills will be
presented during the training.
Periodically conduct refresher training on the SOP for applicable employees who
perform street, curb, and gutter construction.
Records
The following records could be used to document activities performed:
Records of employee training with sign-in sheet.
References
City of Centennial, Department of Public Works: Asphalt and Concrete Program, No Date.
City of Centennial, Department of Public Works: Asphalt Program, No Date.
PACE, Stormwater Best Management Practices: Street Maintenance, No Date.
Optional Additional Resources
Concrete truck washout BMP specifications.
Gravel road maintenance procedures.
Street, Curb, and Gutter
Maintenance
For More Information
Name
Address
City, State
Phone
e-mail
Possible Pollutants
Fine-grained sediment
Organics
Oil
Saw-cut slurry
Trash
Good Housekeeping
Dumpster/Waste Management
Employee/Contractor Training
Proper cleanup and disposal
procedures
Dry cleaning methods
Related Procedures
Spill Prevention and Response
Street Sweeping
Street Sweeper Cleaning and
Waste
Description
Street, curb, and gutter activities include concrete and
asphalt installation, maintenance, repair, and
replacement; bridge maintenance; and painting and
striping. Procedures involving the maintenance of
streets, curbs, and gutters have the potential to impact
stormwater quality. Materials involved in these
activities should be used efficiently and disposed of
properly.
When services are contracted, this written procedure
should be provided to the contractor so they have the
proper operational procedures. In addition, the
contract should specify that the contractor is
responsible for abiding by all applicable municipal,
state, and federal codes, laws, and regulations.
Procedures
General
Protect storm drain inlets and drains with curb
socks, rock berms, inlet protection, or drain
covers/mats prior to any maintenance activity.
When saw cutting ensure that no slurry enters
the storm drain, let the slurry dry, sweep it up,
and properly dispose of the sweepings.
Do not perform concrete or asphalt patch work
during wet conditions whenever possible.
Leaking material containers should be properly
discarded and replaced.
Store materials in containers under cover when
not in use and away from any storm drain inlet.
Monitor equipment for leaks and use drip pans
as necessary.
Sweep or vacuum the roadway once
maintenance activities are complete.
Page 1 of 3
Bridge Maintenance
Do not transfer or load any materials directly over waterways.
Secure lids and caps on all containers when on bridges.
Suspend drop cloths or nets below any bridgework where wastes, scraps, or drips
might be spilled into a waterway.
Concrete Maintenance
Minimize the drift of chemical cure on windy days by using the curing compound
sparingly and applying it close to the concrete surface.
Ensure there is a concrete truck washout area available or require the contractor to
wash out at the batch plant.
Whenever possible, recycle concrete rubble; otherwise, dispose of it as solid waste.
Asphalt Maintenance
Sweep to minimize sand and gravel from new asphalt from getting into storm
drains, streets, and creeks.
Do not allow asphaltic concrete grindings, pieces, or chunks used in embankments
or shoulder backing to enter any storm drain or watercourses. Apply temporary
perimeter controls. Install silt fence until the structure is stabilized or permanent
controls are in place.
Whenever possible, recycle broken asphalt. If impossible, dispose of as solid waste.
Drainage inlet structures shall be covered with inlet protection during application of
seal coat, tack coat, slurry seal, and/or fog seal.
Painting and Striping
If possible, schedule painting and striping projects during dry weather.
Use thermoplastic or epoxy markings in place of paint whenever feasible.
The pre-heater for thermoplastic striping and the melting tanks used during
pavement marking must be filled carefully to prevent splashing or spilling of
materials. Leave 6 inches at the top of pre-heater and the melting tanks to allow
room for material to move and splash when vehicles are deadheaded.
Employee Training
Train applicable employees who perform street, curb, and gutter maintenance on this
written procedure. Information regarding how to avoid and report spills will be
presented during the training.
Periodically conduct refresher training on the SOP for applicable employees who
perform street, curb, and gutter maintenance.
Records
The following records could be used to document activities performed:
Page 2 of 3
Page 3 of 3
Records of employee training with sign-in sheet.
References
City of Centennial, Department of Public Works: Asphalt and Concrete Program, No Date.
City of Centennial, Department of Public Works: Asphalt Program, No Date.
PACE, Stormwater Best Management Practices: Street Maintenance, No Date.
Optional Additional Resources
Concrete truck washout BMP specifications.
Gravel road maintenance procedures.
Page 1 of 4
Spill Prevention and
Response
Description
Due to the type of work and the materials involved, many
activities that occur either at a municipal facility or as part
of municipal operations have the potential for accidental
spills. Some municipal facilities operate under Spill
Prevention Control and Countermeasures (SPCC) plans
that include procedures for spill response. Proper spill
response planning and preparation enables employees and
contractors to effectively respond to problems and
minimize the discharge of pollutants to the storm sewer
system.
When services are contracted, this written procedure
should be provided to the contractor so they have the
proper operational procedures. In addition, the contract
should specify that the contractor is responsible for
abiding by all applicable municipal, state, and federal
codes, laws, and regulations.
Procedures
Spill Prevention
Keep work areas neat and well organized.
Maintain a Material Safety Data Sheet (MSDS) for
each hazardous chemical. Follow the Outdoor
Material Storage procedures.
Provide tight fitting lids for all containers.
Keep containers clearly labeled. Labels should
provide name and type of substance, stock number,
expiration date, health hazards, handling
suggestions, and first aid information.
Store containers, drums, and bags away from direct
traffic routes to prevent accidental spills.
Inspect storage containers regularly for signs of
leaking or deterioration.
Replace or repair leaking storage containers.
Use care to avoid spills when transferring materials
from one container to another.
For More Information
Name
Address
City, State
Phone
e-mail
Possible Pollutants
Chemicals
Toxics
Oil
Paint
Fuel
Good Housekeeping
Waste Management
Employee/Contractor Training
Proper cleanup and disposal
procedures
Related Procedures
Fertilizer, Pesticide, and
Herbicide Application
Heavy Equipment and Vehicle
Maintenance
Page 2 of 4
Use powered equipment or get assistance when moving materials to and from a
storage area. Use care to prevent puncturing containers with the equipment.
Do not wash down or hose down any outdoor work areas or trash/waste container
storage areas except where wash water is captured and discharged into the sanitary
sewer (if approved).
Conduct periodic inspections to ensure that materials and equipment are being
handled, disposed/recycled, and stored correctly.
Provide adequate spill kits or lockers with sufficient equipment and supplies
necessary for each work area where the potential for spills or leaks exists.
Inspect each spill kit or locker regularly and after each spill response. Replace any
spent supplies or repair any equipment that is worn or not suitable for service.
Stock adequate personal protective equipment.
Spill Response
Safety
Consider safety at all times. Anticipate and avoid all likely hazards. Never approach, contact, or
sample an unknown substance. If a highly toxic or flammable substance is discovered, staff
should leave the immediate area and contact the appropriate identified response authority, such
as the fire department. If there is any question about a substance, contact the appropriate
identified response authority or other designated representative.
Procedures
Stop the leading edge of the spill. Block or divert the spill to avoid discharge to the
storm sewer system and to minimize the area requiring cleanup.
Determine the source of the spill and stop the spill at its source by closing a valve,
plugging a leak, or setting a container upright. Transfer material from a damaged
container.
Identify the material and volume spilled. Contact the appropriate identified
response authority or other designated representative if you cannot identify the
material and its properties.
Refer to the MSDS to determine appropriate personal protective equipment, such as
gloves and safety glasses and appropriate cleanup methods.
Clean up spills immediately to prevent spreading of wastes by wind, rain, and
vehicle traffic and potential safety hazards.
Use sand absorbents or socks, pillows, or pads to quickly capture spilled liquid and
properly dispose of all clean-up materials. Use dry clean-up methods only.
Complete all necessary reports.
Page 3 of 4
Spill Reporting
A spill of any chemical, oil, petroleum product, or sewage that enters waters of the
state of Colorado (that include surface water, ground water, and dry gullies and
storm sewers leading to surface water) must be reported immediately to the
Colorado Department of Public Health and Environment.
Release of a substance into a storm drain, or onto a parking lot or roadway as part of
a storm sewer leading to surface water, is reportable. However, if the material can
be contained and cleaned within the storm sewer system to the degree that a
subsequent flow in the storm sewer will not flush the substance to waters of the
State, it may not need to be reported.
Contact the appropriate identified response authority within the municipality or
other designated representative and be prepared to provide details needed to report
the spill to the necessary agencies.
Detailed spill reporting guidance can be found at
http://www.cdphe.state.co.us/op/wqcc/Resources/Guidance/spillguidance.pdf
and http://www.cdphe.state.co.us/hm/spillsandreleases.htm
Employee Training
Train applicable employees who perform spill prevention and response on this
written procedure. Information regarding how to avoid and report spills will be
presented during the training.
Periodically conduct refresher training on the SOP for applicable employees who
perform spill prevention and response activities.
Records
The following records could be used to document activities performed:
Records of any major spills and the action taken.
Records of employee training with sign-in sheet.
References
City of Centennial, Department of Public Works: Good Housekeeping, No Date.
City of Centennial, Department of Public Works: Materials Management, No Date.
City of Centennial, Department of Public Works: Spill Prevention and Control, No Date.
City of Golden, Stormwater Quality Pollution Prevention Guide for Municipal Operations: Parks
Department Golf Course, January 2004.
City of Lafayette, Spill Clean Up, No Date.
Colorado Department of Public Health and Environment, Environmental Spill Reporting, January
2009.
Page 4 of 4
Mesa County, Municipal Operation and Maintenance Program, July 4, 2005.
USEPA Menu of BMP: Spill Response and Prevention,
cfpub.epa.gov/npdes/stormwater/menuofbmps/, accessed July 5, 2009.
Page 1 of 4
Utility and Storm Sewer
System Maintenance
Description
This procedure addresses utility and storm sewer system
maintenance. Utilities include power, sanitary sewer,
water conveyance systems, and the storm sewer system.
Power includes electrical and gas utilities. Maintenance
of power may require excavation and reinstallation of
lines including open cut trenching or directional boring
in landscaped areas or street right of way. Electrical and
gas line maintenance ensures services are provided to
businesses and households without interruption.
The sanitary sewer system is cleaned as part of routine
maintenance and on an emergency basis. Without
proper maintenance, sanitary sewer back-ups and
overflows may occur and can result in potential property
damage and significant health concerns if not properly
managed.
Water conveyance systems are flushed and pressure
tested as part of routine maintenance. Potable water
systems must be properly maintained to ensure delivery
of water that meets State and Federal health standards.
Failures result in water main breaks that can cause
property damage including erosion.
The storm sewer system is cleaned as part of routine
maintenance and on an emergency basis in the event of
flooding. Maintenance will remove pollutants and
ensure the system functions properly to avoid flooding.
Flooding, ponding, and uncontrolled sheet flow can
result in property damage and increased soil erosion.
When services are contracted, this written procedure
should be provided to the contractor so they have the
proper operational procedures. In addition, the contract
should specify that the contractor is responsible for
abiding by all applicable municipal, state, and federal
codes, laws, and regulations.
For More Information
Name
Address
City, State
Phone
e-mail
Possible Pollutants
Sediment
Nutrients
Metals
Hydrocarbons
Trash
Good Housekeeping
Waste Management
Employee/Contractor Training
Proper Cleanup and Disposal
Procedures
Related Procedures
Heavy Equipment and Vehicle
Maintenance
Parks and Open Space
Maintenance
Spill Prevention and Response
Page 2 of 4
Procedures
General
Conduct routine inspection and maintenance on utility and storm sewer systems.
Where feasible, schedule maintenance activities during dry weather.
Monitor the jet/vacuum truck closely for leaks and use a drip pan as needed.
Wash and fuel the jet/vacuum truck per the Heavy Equipment/Vehicle
Maintenance procedure.
Properly dispose of vac truck contents.
Stay alert for any signs of illicit discharges. This includes “dry weather” flows or
pipes or hoses emptying directly into waterways or the storm sewer system.
Report any suspicious discharges or dumping to your supervisor.
Electrical and Gas Utility Maintenance
To prevent sediment, mud and particles generated by power utility maintenance
from entering the stormwater system implement inlet protection, perimeter
control, street sweeping, vehicle tracking control, stockpile management and
material management BMPs.
Restore landscaped or hardscaped areas promptly.
Potable Water Line Flushing
Remove any debris from the gutter that could wash away with the water. If
possible, sweep the flow line before flushing the line.
Direct the water so that it is not flowing over exposed soil areas in order to minimize
erosion.
Water Line Breaks
Contain spoils by building berms or installing rock socks around the area of
disturbance.
Dewater the excavation by using a vac truck.
Discharge high chlorine water to the sanitary sewer via the nearest manhole, to a
water truck, through a dechlorinating diffuser, or other method of dechlorination.
Remove sediment from the street, curb, gutter and storm inlets as needed
immediately following the repair.
Where needed, install a temporary patch or repave as soon as practicable following
the repair.
If necessary, revegetate areas as soon as practicable following the repair.
Sanitary Sewer Backup
Clear line stoppage to prevent backup into house basements and manhole overflows.
Page 3 of 4
Contain overflows by using emergency generator, pump and/or a vac truck to
intercept flows. It may be necessary to construct additional containment.
Clean up spills by washing and vacuuming the affected areas. Lime may need to be
applied for disinfection of affected areas. Lime must be removed once disinfection is
complete.
Storm Sewer System Pipes, Catch Basins, Inlet and Outlet Structures, and Culverts
Clean storm sewer system by manual cleaning or jetting the pipes using a
jet/vacuum truck to remove the material.
Do not temporarily store collected storm system cleaning debris adjacent to any
surface water, storm drain inlet, or drainageway.
Storm sewer system maintenance wastes may be either non-hazardous or hazardous.
Solid non-hazardous waste may be disposed in a sanitary landfill or recycled.
Liquid non-hazardous waste must be evaporated before disposing of it into the
landfill or discharged to the sanitary sewer system with the approval of the local
wastewater treatment plant. Hazardous waste, as defined under Colorado
Hazardous Waste Regulations (6 CCR 1007-3), must be transported and disposed of
at a permitted disposal or treatment facility.
Replace or maintain “no dumping” stencils or plaques as necessary.
Remove trash from trash racks and grated openings.
Detention and Retention Ponds
Inspect the outlet works and remove trash or vegetation from the trash racks and
grates.
Inspect side slopes of the pond for erosion and reestablish vegetation as needed.
Remove and service fountains and aerator motors as recommended.
Report any suspected water quality problems such as a change in growth or
appearance of vegetation.
Report excessive sediment accumulation, standing water beyond the designed drain
down time or damage requiring additional maintenance.
Drainageways
Drainageways include drainage channels, ditches, grass swales, and washes.
Inspect drainageways for erosion and repair if necessary.
Remove and properly dispose of trash and debris from the drainageways. Remove
sediment which could impede flow in drainageways.
Leave an unmown buffer when mowing adjacent to drainageways to filter
pollutants. Do not leave grass clippings in or next to the drainageway. Do not apply
landscape chemicals in the buffer area.
Page 4 of 4
Employee Training
Train applicable employees who perform utility and storm sewer system activities on
this written procedure. Information regarding how to avoid and report spills will be
presented during the training.
Periodically conduct refresher training on the SOP for applicable employees who
perform utility and storm sewer system activities.
Records
The following records could be used to document activities performed:
Records of employee training with sign-in sheet.
References
Center for Watershed Protection, Municipal Pollution Prevention/Good Housekeeping Practices:
Version 1.0, September 2008.
City of Centennial SOP: Detention Pond Maintenance SOP, August 2007.
City of Centennial SOP: Inlet, Pipe, and Vault Cleaning and Disposal SOP, August 2007.
City of Centennial SOP: Drainageway Maintenance SOP, August 2007.
City of Golden Stormwater Drainage Maintenance Plan, February 2008.
City of Greeley, Department of Public Works: Storm Water Drainage Program, January 2008.
City of Greeley, Department of Public Works: Ditch Program, No Date.
City of Lafayette Standard Operating Procedure: Ditch Cleaning, March 2009.
City of Lafayette Standard Operating Procedure: Cleaning Storm Drain System, March 2009.
City of Lafayette Standard Operating Procedure: Manhole Cleaning, March 2009.
City of Lafayette Standard Operating Procedure: Potable Line Flushing, March 2009.
City of Lafayette Standard Operating Procedure: Sanitary sewer Backup, March 2009.
City of Lafayette Standard Operating Procedure: Waterline Breaks, March 2009.
Mesa County, Municipal Operations and Maintenance Program, July 2005.
Partners for a Clean Environment, Storm Drain Maintenance, No date.
Optional Additional Resources
Municipal codes and ordinances that relate to utility or storm sewer system maintenance.
Inspection and maintenance frequency plan for the storm sewer system.
Specific instructions on how to operate applicable equipment.
Instructions on how to track the amount of debris collected.
Treated Water Discharge Plans for potable water maintenance.
Page 1 of 3
Utility and Storm Sewer
System Replacement and
Construction
Description
This procedure covers utility and storm sewer system
replacement and construction. Utilities include power,
storm sewer, sanitary sewer, water conveyance systems.
When services are contracted, this written procedure
should be provided to the contractor so they have the
proper operational procedures. In addition, the contract
should specify that the contractor is responsible for
abiding by all applicable municipal, state, and federal
codes, laws, and regulations.
Procedures
General
Obtain all applicable federal, state, and local
permits for construction projects.
The Colorado Stormwater Construction
General permit applies to construction sites
disturbing one acre or more, or less than one
acre but part of a larger common plan of
development.
A larger common plan of development is
defined as a contiguous area where multiple
separate and distinct construction activities
may be taking place at different times on
different schedules under one plan.
A dewatering permit may be required if
construction activities require the removal
and discharge of groundwater offsite.
A U.S. Army Corp of Engineers (USACE)
Section 404 Permit may be needed if the work
will be conducted in or impact waters of the
United States, including wetlands, washes,
drainages, ditches, creeks, streams, and rivers.
For More Information
Name
Address
City, State
Phone
e-mail
Possible Pollutants
Sediment
Chemicals
Organics
Trash
Good Housekeeping
Waste Management
Employee/Contractor Training
Proper Cleanup and Disposal
Procedures
Related Procedures
Heavy Equipment and Vehicle
Maintenance
Parks and Open Space
Maintenance
Spill Prevention and Response
Street, Curb, and Gutter
Replacement and
Page 2 of 3
Applicable sediment and erosion controls may be installed, such as inlet protection,
silt fence, sediment traps, sediment control logs, check dams and vehicle tracking
control. Sediment and erosion controls will be installed and maintained in
accordance with approved design criteria and / or industry standards.
When saw cutting, ensure that no slurry enters the storm drain. Let the slurry dry,
sweep it up, and properly dispose of the sweepings or vacuum while saw cutting.
Where feasible, grading activities will be scheduled during dry weather.
Do not perform concrete or asphalt paving work during wet conditions whenever
possible.
Monitor construction equipment for leaks and use drip pans as necessary.
Leaking material containers should be properly discarded and replaced.
Store materials in containers under cover when not in use and away from any storm
drain inlet.
Wash out mixers, delivery trucks, or other equipment in the designated concrete
washout area only.
Locate concrete washout, portable toilets, and material storage away from storm
drain inlets.
Material stockpiles will not be stored in stormwater flow lines. Temporary
sediment control will be used during temporary, short-term placement while work
is actively occurring.
Sweep or vacuum the roadway as needed, during construction and once
construction is complete.
Best management practices will be periodically inspected and maintained as
necessary.
Where practicable, non-structural controls will be used, such as phased construction,
dust control, good housekeeping practices, and spill prevention and response
procedures.
Emergency Repair and Replacement
Emergency Discharges are defined as situations in which it is not possible to implement all of
the available BMPs due to the uncontrolled nature of the discharge. The primary focus during
these events is to identify and mitigate the cause as soon as possible. Clean up of resulting
sediment or other pollutants will be performed as soon as practicable following the emergency.
Refer to the Spill Prevention and Response procedure for reporting requirements.
Page 3 of 3
Employee Training
Train applicable employees who perform utility replacement and construction
activities on this written procedure. Information regarding how to avoid and report
spills will be presented during the training.
Periodically conduct refresher training on the SOP for applicable employees who
perform utility replacement and construction activities.
Records
The following records could be used to document activities performed:
Records of employee training with sign-in sheet.
References
Center for Watershed Protection, Municipal Pollution Prevention/Good Housekeeping Practices:
Version 1.0, September 2008.
City of Centennial SOP: Detention Pond Maintenance SOP, August 2007.
City of Centennial SOP: Inlet, Pipe, and Vault Cleaning and Disposal SOP, August 2007.
City of Centennial SOP: Drainageway Maintenance SOP, August 2007.
City of Golden Stormwater Drainage Maintenance Plan, February 2008.
City of Greeley, Department of Public Works: Storm Water Drainage Program, January 2008.
City of Greeley, Department of Public Works: Ditch Program, No Date.
City of Lafayette Standard Operating Procedure: Ditch Cleaning, March 2009.
City of Lafayette Standard Operating Procedure: Cleaning Storm Drain System, March 2009.
City of Lafayette Standard Operating Procedure: Manhole Cleaning, March 2009.
City of Lafayette Standard Operating Procedure: Potable Line Flushing, March 2009.
City of Lafayette Standard Operating Procedure: Sanitary sewer Backup, March 2009.
City of Lafayette Standard Operating Procedure: Waterline Breaks, March 2009.
Mesa County, Municipal Operations and Maintenance Program, July 2005.
Partners for a Clean Environment, Storm Drain Maintenance, No date.
City of Fort Collins
Regulatory and Government Affairs Division Verification Originator Revised Approved Issued
Initials LR SS
Date Oct. 09 10/19/09
Environmental Standard Operating Procedure (ESOP)
ESOP—Power Washing (Pressure Washing) wastewater
Revision date:
10/19/2009 Page 1 of 3
Persons who will
use this ESOP: City staff who perform power washing, and their supervisor/manager.
Area of
application:
A variety of City departments perform power washing. The employee
who power washes, and his/her supervisor/manager, will use the
information in this SOP to guide their power washing, and supply
purchasing, activities.
Document
location: I:\RGA Division\SOPs\ESOPs
Revisions
Rev.
No. Date Description
001
002
Procedure Index
1.0 Purpose
2.0 Scope
3.0 Process
4.0 Training Requirements
5.0 References/Related Documents
6.0 Records
City of Fort Collins
Regulatory and Government Affairs Division Verification Originator Revised Approved Issued
Initials LR SS
Date Oct. 09 10/19/09
Environmental Standard Operating Procedure (ESOP)
ESOP—Power Washing (Pressure Washing) wastewater
Revision date:
10/19/2009 Page 2 of 3
1.0 Purpose
1.1 The purpose of this ESOP is to describe the appropriate methods of handling
power washing wastewater.
2.0 Scope
2.1 The scope of this ESOP is limited to the description of the allowable methods of
the disposal of power washing wastewater and the protection of the storm drainage
system; the scope does not include specifics on how to power wash.
3.0 Process
3.1 Power washing wastewater must be prevented from running uncontrolled in the
City’s storm water system. The system includes streets, inlets, gutters, ponds,
creeks, ditches, and the Poudre River. During the power washing activity, ensure
the wastewater is controlled by the utilization of the natural slope of the land, or
barriers such as inlet covers. Use of barriers on an impermeable surface also
requires that the wastewater be vacuumed, collected, and disposed of properly.
3.2 General pollution prevention procedures:
A. Use dry methods for surface pre-cleaning, such as using absorbent on
small oil spots and sweeping up trash, debris, dirt, and used absorbent
before power washing.
B. Minimize the amount of water used during power washing activities.
C. Avoid using cleaning products that contain hazardous substances (e.g.,
hydrofluoric acid, muriatic acid, sodium hydroxide, bleach) that can turn
wastewater into hazardous waste.
3.3 Prior to power washing, decide on one of the following methods of disposal:
D. Landscape--power washing wastewater may be discharged to
landscaped areas if the materials used and the material removed are
not harmful to vegetation, there is no ponding, and there is no
uncontrolled runoff to the stormwater system.
E. Wastewater treatment system-- As long as the collected wastewater
does not have an oil sheen, has a pH between 5 and 11, and does not
contain any hazardous or toxic substances, the wastewater may be
disposed of into the City’s wastewater treatment system.
1. If you add anything to the wash water (ie—a cleaning agent) or if you
have questions about the content of your power washing wastewater,
City of Fort Collins
Regulatory and Government Affairs Division Verification Originator Revised Approved Issued
Initials LR SS
Date Oct. 09 10/19/09
Environmental Standard Operating Procedure (ESOP)
ESOP—Power Washing (Pressure Washing) wastewater
Revision date:
10/19/2009 Page 3 of 3
please contact the industrial pretreatment office at 221-6938.
2. Disposal into the City’s wastewater treatment system may be done
either by discharging directly to an inside drain, or by pump truck at
the Drake wastewater treatment facility. Disposing by pump truck
requires a waste hauler’s permit, and a 5 cent/gallon fee will be
charged. For fee information, or to obtain a permit, contact
the industrial pretreatment office at 221-6938.
F. Truck the waste to a different waste disposal facility.
3.4 Once wastewater has been collected, visible solids remaining in the collection area
must be swept up to prevent future discharges to the storm drain.
3.5 A sewer manhole cover may not be removed for disposal to the wastewater
system.
3.6 If you are working in an area that is serviced by a neighboring wastewater district,
such as South Fort Collins Sanitation or Boxelder, it is necessary to contact that
district’s industrial pretreatment coordinator before discharging to their system.
4.0 Training Requirements
4.1 The training requirement associated with this procedure is knowledge of the proper
management of power washing wastewater.
5.0 References / Related Documents
5.1 http://www.cdphe.state.co.us/wq/PermitsUnit/PolicyandGuidance/powerwash.pdf
5.2 I:\RGA division\Illicit Discharge Program\Complaint Calls\pressure washing\City
power washing guidance.pdf
6.0 Records
6.1 The following records could be used to document activities performed:
Records of employee training with sign-in sheet.
List of power washing activities and departments responsible for conducting
power washing.
Page 1 of 3
Vehicle Fueling
Description
Spills of gasoline and diesel fuel on the ground or on vehicles
during fueling can wash into a storm drain and cause water
pollution.
When services are contracted, this written procedure should be
provided to the contractor so they have the proper operational
procedures. In addition, the contract should specify that the
contractor is responsible for abiding by all applicable municipal,
state and federal codes, laws, and regulations.
Procedures
General
Fuel vehicles at approved locations (municipal fueling
station or offsite fueling station).
Provide spill kits near the municipal fueling location.
If fuel is stored in an above-ground tank, store fuel in
enclosed, covered tanks with secondary containment
(e.g., concrete barrier or double-walled tanks).
All fuel tanks will be inspected per State and Federal
regulations.
Periodically inspect municipal fueling locations for the
following:
For above-ground tanks, inspect tank foundations,
connections, coatings, tank walls, and piping
systems. Look for corrosion, leaks, cracks,
scratches, and other physical damage that may
weaken the tank.
Check for spills and fuel tank overfills due to
operator error.
Clean up any leaks or drips. Clean up is not completed
until the absorbent is swept up and disposed of
properly.
Report leaking vehicles to fleet maintenance.
For More Information
Name
Address
City, State
Phone
e-mail
Possible Pollutants
Metals
Hydrocarbons
Toxins
Good Housekeeping
Drip pans
Secondary containment
Automatic shutoff nozzles
Signs
Spill response plans
Spill cleanup materials
Dry cleanup methods
Employee training
Related Procedures
Heavy Equipment/Vehicle
Maintenance
Outdoor Fleet Maintenance
Spill Prevention and Response
Page 2 of 3
Vehicle Fueling
Follow all posted warnings.
Ensure that the nozzle is properly inserted in the filler neck of the vehicle before
dispensing any fuel.
Remain by the fill nozzle while fueling to ensure the nozzle stays in place.
Do not top off the tank of the vehicle once the nozzle has shut off the fuel.
Follow the procedures outlined in the Spill Prevention and Response Procedure to
respond to any leaks or spills.
Clean fuel dispensing areas with absorbent material.
Never use water to clean up a spill.
Mobile Fuel Truck
Provide inlet protection (e.g., berms, weighted inlet covers) for nearby storm drain
inlets when transferring fuel and fueling a vehicle.
Use secondary containment when transferring fuel from the tank truck to the fuel tank.
All gas cans must be placed in the secondary containment box/pan and remain on the
ground when fueling.
Use a funnel to transfer fuel to vehicles and equipment. After the transfer is complete,
the funnel should be dried with a rag or placed in a container to avoid dripping fuel on
the ground.
Employee Training
Train applicable employees who fuel vehicles on this written procedure. Information
regarding how to avoid and report spills will be presented during the training.
Periodically conduct refresher training on the SOP for applicable employees who fuel
vehicles.
Records
The following records could be used to document activities performed:
Records of employee training with sign-in sheet.
References
Center for Watershed Protection, Municipal Pollution Prevention/Good Housekeeping Practices: Version
1.0, September 2008.
City of Centennial SOP: Vehicle Fueling, August 2007.
City of Lafayette Standard Operating Procedure: Vehicle and Equipment Fueling, March 2009.
Mesa County, Municipal Operation and Maintenance Program, July 4, 2005.
USEPA Menu of BMPs: Municipal Vehicle Fueling,
cfpub.epa.gov/npdes/stormwater/menuofbmps/, accessed June 18, 2009.
Page 3 of 3
Optional Additional Resources
Municipal codes and ordinances that relate to vehicle fueling.
Locations of approved offsite fueling stations.
Locations of nearby spill kits.
Spill Prevention Control and Countermeasures Plan.
Page 1 of 4
Heavy Equipment and Vehicle
Maintenance
Description
Regular maintenance of municipal vehicles and equipment, or
municipality-contracted vehicles and equipment prolongs the life
of the municipality’s assets and prevents the leaking of hazardous
fluids commonly associated with normal wear and tear of vehicles
and equipment.
Potential pollutants generated at vehicle maintenance facilities
include oil, antifreeze, brake fluid and cleaner, solvents, batteries
and fuels.
When services are contracted, this written procedure should be
provided to the contractor so they have the proper operational
procedures. In addition, the contract should specify that the
contractor is responsible for abiding by all applicable municipal,
state, and federal codes, laws, and regulations.
Procedures
Maintenance activities should be performed inside a maintenance
building unless the equipment is too large to fit inside or
temporary repairs need to be made before the equipment can be
moved to the maintenance building. Consult the Outdoor Fleet
Maintenance procedure when it is necessary to perform repairs
outside of the facility (breakdowns, service calls, etc.).
Vehicle Storage
Monitor vehicles and equipment closely for leaks and
use drip pans as needed until repairs can be
performed.
When drip pans are used, check frequently to avoid
overtopping and properly dispose of fluids.
Drain fluids from leaking or wrecked vehicles and
from motor parts as soon as possible. Dispose of fluids
properly.
For More Information
Name
Address
City, State
Phone
e-mail
Possible Pollutants
Metals
Toxins
Solvents (degreasers, paint
thinners, etc.)
Antifreeze
Brake fluid and brake pad dust
Battery acid
Motor oil
Fuel (gasoline, diesel, kerosene)
Lubricating grease
Good Housekeeping
Drip pans
Tarps
Covered outdoor storage areas
Secondary containment
Proper disposal of used fluids
Spill cleanup materials
Dry cleanup methods
Employee training
Related Procedures
Page 2 of 4
Vehicle Maintenance
Conduct routine inspections of heavy equipment and vehicles to proactively identify
potential maintenance needs.
Perform routine preventive maintenance to ensure heavy equipment and vehicles are
operating optimally.
Recycle or dispose of all wastes properly and promptly.
Do not dump any liquids or other materials outside, especially near or in storm drains or
ditches. Sweep and pick up trash and debris as needed.
Body Repair and Painting
Whenever possible, conduct all body repair and painting work indoors.
Use dry cleanup methods such as vacuuming or sweeping to clean up all metal filings,
dust, and paint chips from grinding, shaving, and sanding, and dispose of the waste
properly. Debris from wet sanding can be allowed to dry overnight on the shop floor,
then swept or vacuumed. Never discharge these wastes to the storm or sanitary sewer
system.
Minimize waste from paints and thinners by carefully calculating paint needs based on
surface area and using the proper sprayer cup size.
Do not use water to control over-spray or dust in the paint booth unless this wastewater
is collected. This water should be treated and permission granted by the wastewater
treatment plant prior to discharge into the sanitary sewer system.
Do not dispose of spray gun cleaner waste in the storm drain.
Use sanding tools equipped with vacuum capability (if available) to pick up debris and
dust.
Material Management
Store maintenance materials and waste containers (e.g., used oil and antifreeze) in
labeled containers under cover or in secondary containment (e.g., double-walled tanks).
Chemicals should not be combined in containers.
All hazardous wastes must be labeled and stored according to hazardous waste
regulations.
Carefully transfer fluids from collection devices to designated storage areas as soon as
possible. Do not store the transferred fluids adjacent to the containers (for example, oil
drip pans with used oil in them should not be placed next to the used oil tank).
Store new batteries securely to avoid breakage and acid spills.
Store used batteries indoors or in secondary containment to contain potential leaks.
Recycle used batteries.
Conduct periodic inspections of storage areas to detect possible leaks.
Page 3 of 4
Do not wash or hose down storage areas except where wash water will enter the sanitary
sewer as an approved discharge. Use dry clean-up methods whenever possible.
Keep lids on waste barrels and containers, and store them indoors or under cover to
reduce exposure to rain.
Periodically inspect and maintain all pretreatment equipment, including sumps,
separators, and grease traps to ensure proper functioning.
Parts Cleaning
Use designated areas for engine, parts, or radiator cleaning. Do not wash or rinse parts
outdoors. If parts cleaning equipment is not available, use drip pans or other
containment to capture parts cleaning fluids.
Use steam cleaning or pressure washing of parts whenever possible instead of solvent
cleaning.
When steam cleaning or pressure washing, only discharge wastewater to an oil/water
separator connected to the sanitary sewer.
When using solvents to clean parts, rinse and drain parts over the designated solvent
tank so that fluids will not drip or spill onto the floor. Use drip boards or pans to catch
excess solutions and divert them back to the tank. Allow parts to dry over the hot tank.
Recycle cleaning solution when it becomes too dirty to use. Never discharge cleaning
waste to the sanitary sewer or storm sewer.
Vehicle and Equipment Washing
Vehicles should be washed in the municipality’s vehicle and equipment wash
area/bay or taken to a commercial car wash.
Employee Training
Train applicable employees who perform heavy equipment and vehicle maintenance on this
written procedure. Information regarding how to avoid and report spills will be presented
during the training.
Periodically conduct refresher training on the SOP for applicable employees who perform
heavy equipment and vehicle maintenance.
Records
The following records could be used to document activities performed:
Record of any major spills and the action taken.
Records of employee training with sign-in sheet.
Heavy equipment and vehicle maintenance logs
Page 4 of 4
References
Center for Watershed Protection, Municipal Pollution Prevention/Good Housekeeping Practices: Version
1.0, September 2008.
City of Centennial SOP: Vehicle and Equipment Storage SOP, August 2007.
City of Centennial SOP: Vehicle Maintenance SOP, August 2007.
City of Centennial SOP: Vehicle Washing SOP, August 2007.
City of Golden. Fleet Maintenance Standard Operating Procedure, July 29, 2007.
City of Lafayette Standard Operating Procedure: Vehicle and Equipment Maintenance Repair, March 2009.
City of Lafayette Standard Operating Procedure: Vehicle and Equipment Washing, March 2009.
Mesa County, Municipal Operation and Maintenance Program, July 4, 2005.
Partners for a Clean Environment. Stormwater Protection: Vehicle Repair. Spring 2009.
USEPA Menu of BMP: Municipal Vehicle and Equipment Maintenance,
cfpub.epa.gov/npdes/stormwater/menuofbmps/, accessed May 27, 2009.
USEPA Menu of BMP: Municipal Vehicle and Equipment Washing,
cfpub.epa.gov/npdes/stormwater/menuofbmps/, accessed May 27, 2009.
Optional Additional Resources
Municipal codes and ordinances that relate to vehicle and equipment maintenance.
Chemical purchasing policies.
Loading and unloading bulk materials.
Guidelines for staff to dedicate a percentage of their time to vehicle and equipment maintenance.
Specific directions on how to use the municipality’s vehicle wash area.
Spill Prevention Control and Countermeasures Plan.
Material Storage
Outdoor Fleet Maintenance
Spill Prevention and Response
Street Sweeper Cleaning and
Waste
Vehicle Fueling
Vehicle Washing
Construction
Utilities and Storm Sewer
System Replacement and
Construction
Vehicle Fueling
Street, Curb, and Gutter
Replacement and
Construction
Utilities and Storm Sewer
System Replacement and
Construction
Vehicle Fueling
Material Storage
Materials Management
Outdoor Vehicle Maintenance
Vehicle Fueling
Waste
Street, Curb and Gutter
Maintenance
Maintenance
Spill Prevention and Response
Street, Curb, and Gutter
Replacement and
Construction
Utilities and Storm Sewer
System Replacement and
Construction
Vehicle Fueling
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