HomeMy WebLinkAboutBID - 7509 CONCRETE MAINTENANCE PROJECT PHASE II (2)SPECIFICATIONS
AND
CONTRACT DOCUMENTS
FOR
CONCRETE MAINTENANCE PROJECT PHASE II
BID NO. 7509
PURCHASING DIVISION
215 NORTH MASON STREET, 2ND FLOOR, FORT COLLINS
May 21, 2013 – 3:00 P.M. (OUR CLOCK)
Financial Services
Purchasing Division
215 N. Mason St. 2nd Floor
PO Box 580
Fort Collins, CO 80522
970.221.6775
970.221.6707
fcgov.com/purchasing
CONTRACT DOCUMENTS TABLE OF CONTENTS
Section Pages
BID INFORMATION
00020 Notice Inviting Bids 00020-1 - 00020-2
00100 Instruction to Bidders 00100-1 - 00100-9
00300 Bid Form 00300-1 - 00300-3
00400 Supplements to Bid Forms 00400-1
00410 Bid Bond 00410-1 - 00410-2
00420 Statements of Bidders Qualifications 00420-1 - 00420-3
00430 Schedule of Major Subcontractors 00430-1
CONTRACT DOCUMENTS
00500 Agreement Forms 00500-1
00510 Notice of Award 00510-0
00520 Agreement 00520-1 - 00520-6
00530 Notice to Proceed 00530-1
00600 Bonds and Certificates 00600-1
00610 Performance Bond 00610-1 - 00610-2
00615 Payment Bond 00615-1 - 00615-2
00630 Certificate of Insurance 00630-1
00635 Certificate of Substantial Completion 00635-1
00640 Certificate of Final Acceptance 00640-1
00650 Lien Waiver Release (Contractor) 00650-1 - 00650-2
00660 Consent of Surety 00660-1
00670 Application for Exemption Certificate 00670-1 - 00670-2
CONDITIONS OF THE CONTRACT
00700 General Conditions 00700-1 - 00700-34
Exhibit GC-A GC-A1 - GC-A2
00800 Supplementary Conditions 00800-1 - 00800-2
00900 Addenda, Modifications, and Payment 00900-1
00950 Contract Change Order 00950-1 - 00950-2
00960 Application for Payment 00960-1 - 00960-4
SPECIFICATIONS
SECTION 00020
INVITATION TO BID
SECTION 00020
INVITATION TO BID
Date: April 29, 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 May 21, 2013, for the Concrete
Maintenance Project Phase II ; BID NO. 7509. 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 7509. The Work shall consist of the
removal and/or installation of concrete curbs, gutters, sidewalks, crosspans, aprons, drive
approaches, inlets, concrete pavement, and pedestrian access ramps and placement of
temporary asphalt patching adjacent to new concrete on designated streets in the City of Fort
Collins. Related traffic control is also included.
All Bids must be in accordance with the Contract Documents on file with the City of Fort Collins,
215 North Mason St., 2nd floor, Fort Collins, Colorado 80524.
The City encourages all disadvantaged business enterprises to submit bid in response to all
invitations and will not be discriminated against on the grounds of race, color, national origin.
A prebid conference and job walk with representatives of prospective Bidders will be
held at 10:00 AM, on May 10, 2013, in Conference Room 2A at 215 N Mason Street, Fort
Collins.
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 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: 7509 Concrete Maintenance Project Phase II
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)
202.01 Sawcutting 4" Lineal Foot 200 $ -
203.01 General Excavation Cubic Yard 200 $ -
203.02 Borrow Ton 100 $ -
207.01 Imported Topsoil Cubic Yard 150 $ -
208.01 Stormwater Protection - CDOT Gravel Bag (Rock Sock) Lineal Foot 500 $ -
208.02 Stormwater Protection - Recycled Rubber Filled Wattle Lineal Foot 100 $ -
208.03 Stormwater Protection - CDOT Gravel Bag Inlet Filter Each 25 $ -
212.01 Sod Square Foot 500 $ -
212.02 Landscape/Irrigation Labor Hour 50 $ -
304.01 Aggregate Base Course Ton 1,034 $ -
403.01 Temporary Patching Ton 87 $ -
601.01 Exposed Sand Finish - Up Charge Square Foot 1,000 $ -
604.01 Type R Inlet - Remove & Replace (5' Opening) Each 1 $ -
604.03 Type R Inlet - Reconstruct Inlet Deck (5' Opening) Each 5 $ -
604.05 Type R Inelt - Material Only Each 5 $ -
604.06 Curb Inelt - Remove & Replace (4' Opening) Each 5 $ -
604.08 Curb Inlet - Reconstruct Inlet Deck (4' Opening) Each 5 $ -
604.10 Curb Inlet - Material Only Each 5 $ -
604.11 Catch Basin - Remove & Replace Each 1 $ -
604.13 Catch Basin - Reconstruct Inlet Deck Each 4 $ -
604.15 Catch Basin - Material Only Each 4 $ -
604.16 Modified Type 13 Curb Inlet - Remove & Replace Each 1 $ -
604.18 Modified Type 13 Curb Inlet - Reconstruct Inlet Deck Each 2 $ -
604.20 Modified Type 13 Curb Inlet - Materials Only Each 2 $ -
604.21 Concrete Sidewalk Culvert - Remove & Replace Each 1 $ -
604.22 Metal Sidewalk Culvert - Salvaged Material Each 5 $ -
604.23 Metal Sidewalk Culvert - Material Only Each 5 $ -
604.24 Metal Sidewalk Culvert - Additional 5/8" Plate Square Foot 25 $ -
608.01 Remove Concrete Square Foot 96 $ -
608.02 Remove and Haul Fillet Each 5 $ -
608.03 Apron 8" - Remove & Replace Square Foot 3,477 $ -
608.04 Crosspan - 8" Remove & Replace Square Foot 3,196 $ -
608.05 Driveover Curb, Gutter & 6" Sidewalk - Remove & Replace Lineal Foot 3,138 $ -
Unit Contract
Item No. Item Description Quantity Unit Price Total
608.06 Driveover Curb, Gutter, No Sidewalk - Remove & Replace Lineal Foot 420 $ -
608.07 Vertical Curb, Gutter and 6" Sidewalk - Remove & Replace Lineal Foot 595 $ -
608.08 Vertical Curb, Gutter, No Sidewalk - Remove & Replace Lineal Foot 5,817 $ -
608.09 Vertical Outfall Curb, Gutter - Remove & Replace Lineal Foot 132 $ -
608.10 Barrier Curb 12" - Remove & Replace Lineal Foot 7 $ -
608.11 Hollywood Curb, Gutter and 6" Sidewalk - Remove & Replace Lineal Foot 86 $ -
608.12 Hollywood Curb, Gutter, No Sidewalk - Remove & Replace Lineal Foot 7 $ -
608.13 Highback Curb, Gutter, No Sidewalk - Remove & Replace Lineal Foot 1,064 $ -
608.14 Pedestrian Access Ramp - Remove & Replace Square Foot 3,351 $ -
608.15 Pedestrian Access Ramp Highback Curb - Remove & Replace Square Foot 1,500 $ -
608.16 Truncated Dome Panel Square Foot 240 $ -
608.17 Flatwork 4" - Remove & Replace Square Foot 400 $ -
608.18 Flatwork 6" - Remove & Replace Square Foot 22,488 $ -
608.19 Replace Flatwork - 1" Additional Depth Square Foot 1,635 $ -
608.20 Colored Concrete 4" San Diego Buff - Up Charge Square Foot 500 $ -
608.21 4' Valley Pan 6" - Remove & Replace Square Foot 400 $ -
608.22 Concrete Pavement 8" - Remove & Replace Square Foot 70 $ -
608.23 Alley Approach 8" - Remove & Replace Square Foot 9,821 $ -
608.24 Expansion & Caulking Lineal Foot 428 $ -
608.25 Splashblock 4" - Remove & Replace Square Foot 1,000 $ -
608.26 Exposed Aggregate 4" - Up Charge Square Foot 500 $ -
608.27 Reset Flagstone Square Foot 60 $ -
608.28 Haul & Dispose Concrete with Wire/Rebar Ton 250 $ -
608.29 Asphalt Pavement Preservaton Lineal Foot 8,000 $ -
623.01 Irrigation Sleeving 3" PVC Lineal Foot 100 $ -
630.20 Traffic Control (copy Lump Sum 1.00 $ - $ -
630.30 Variable Message Board Per Each Per
Day 100.00
$ -
630.40 Flagging Hour 4,000.00
$ -
630.50 Advance Warning Arrow Board Per Each Per
Day 70.00
$ -
TOTAL COST $ -
Dollars and Cents
Item No. Item Description Unit Contract Total
Quantity Unit Price
PLEASE NOTE: The bid schedule has also been uploaded as a separate
Microsoft Excel document.
Project Area Unit Quantity Enter Unit Price Total Cost
W Prospect (North Half of Road Only) Lump Sum 1 $ -
Coventry Lump Sum 1 $ -
Laporte 1 Lump Sum 1 $ -
GM Business Park Lump Sum 1 $ -
Southridge Greens Lump Sum 1 $ -
Automation Way Lump Sum 1 $ -
Overland Lump Sum 1 $ -
Chaparral Lump Sum 1 $ -
Redwood Meadows Lump Sum 1 $ -
Landings Lump Sum 1 $ -
W Vine Lump Sum 1 $ -
Shields Lump Sum 1 $ -
W Horsetooth Lump Sum 1 $ -
Whalers Way Lump Sum 1 $ -
Whedbee Lump Sum 1 $ -
Corbet Lump Sum 1 $ -
Buckingham Lump Sum 1 $ -
Martinez Lump Sum 1 $ -
TRAFFIC CONTROL TOTAL Copy to item 630.20 $ -
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.
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, 7509 Concrete Maintenance
Project Phase II.
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:
TO:
PROJECT: 7509 Concrete Maintenance Project Phase II
OWNER: CITY OF FORT COLLINS (hereinafter referred to as "the OWNER")
You are hereby notified that your Bid dated , 20 for the above project has been
considered. You are the apparent successful Bidder and have been awarded an Agreement for
7509 Concrete Maintenance Project Phase II.
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 , 20 .
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 Paul
Director of Purchasing & Risk Management
SECTION 00520
AGREEMENT
THIS AGREEMENT is dated as of the day of in the year of 20 and shall be
effective on the date this AGREEMENT is signed by the City.
The City of Fort Collins (hereinafter called OWNER) and
(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 7509 Concrete
Maintenance Project Phase II 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 Contract Period. This agreement shall commence __________and shall
continue in full force until_______unless terminated as herein provided. In
addition at the option of the City, the agreement may be extended for
additional on (1) year periods not to exceed four (4) additional oine (1) year
periods. Pricing changes, if any, shall be negotiated by and agreed to by
both parties in writing.
3.2 The Work shall be Substantially Complete within one hundred forty (140)
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
forty-five (45) 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 one hundred forty (140) calendar day
period for Substantial Completion of the Work until the Work is
Substantially Complete.
2) Final Acceptance:
After Substantial Completion, Five Hundred Dollars ($500.00) for each
calendar day or fraction thereof that expires after the forty-five (45)
calendar day period for Final Payment and Acceptance until the Work is
ready for Final Payment and Acceptance.
ARTICLE 4. CONTRACT PRICE
4.1 OWNER shall pay CONTRACTOR for performance of the Work in
accordance with the Contract Documents in current funds as follows:
Dollars ($ ), 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:
By: By:
DARIN ATTEBERRY, CITY MANAGER
By:
GERRY 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: 7509 Concrete Maintenance Project Phase II
To:
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:
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 ____________ 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 of , 20 , a copy of which
is hereto attached and made a part hereof for the performance of The City of Fort Collins
Project, 7509 Concrete Maintenance Project Phase II.
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 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 of , 20 , a copy of which
is hereto attached and made a part hereof for the performance of The City of Fort Collins
project, 7509 Concrete Maintenance Project Phase II.
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: 7509 Concrete
Maintenance Project Phase II
PROJECT OR SPECIFIED PART SHALL LOCATION: Fort Collins, Colorado
INCLUDE:
OWNER: City of Fort Collins
CONTRACTOR:
CONTRACT 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:
Gentlemen:
You are hereby notified that on the day of , 20__, the City of
Fort Collins, Colorado, has accepted the Work completed by for the City of Fort Collins
project, 7509 Concrete Maintenance Project Phase II.
A check is attached hereto in the amount of $ as Final
Payment for all Work done, subject to the terms of the Contract Documents which are dated
, 20 .
In conformance with the Contract Documents for this project, your obligations and guarantees
will continue for the specified time from the following date:____________ _, 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)
PROJECT: 7509 Concrete Maintenance Project Phase II
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:
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:
PROJECT: 7509 Concrete Maintenance Project Phase II
CONTRACT 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-4.2 Subsurface and Physical Conditions:
A. Add the following language to paragraph 4.2.1 of the General Conditions.
4.2.1.1.1 The following report(s) of exploration and tests of subsurface conditions
at the site of the Work:
None
Contractor may rely upon the accuracy of the technical data contained in the
geotechnical documents, but not upon nontechnical data, interpretations or
opinions contained therein or upon the completeness of any information in the
report.
B. 4.2.1.2.1 No drawing of physical conditions in or relating to existing surface or
subsurface structures (except Underground Facilities referred to in Paragraph
4.3) which are at or contiguous to the site have been utilized by the Engineer in
preparation of the Contract Documents, except the following:
None
SC-5.4.8 Limits of Liability
A. Add the following language at the end of paragraph 5.4.8.
The limits of liability for the insurance required by the paragraph numbers of the
General Conditions listed below are as follows:
5.4.1 and 5.4.2
Coverage A - Statutory Limits
Coverage B - $100,000/$100,000/$500,000
5.4.3 and 5.4.5 Commercial General Liability policy will have limits of
$1,000,000 combined single limits (CSL). This policy will include coverage
for Explosion, Collapse, and Underground coverage unless waived by the
Owner.
5.4.6 The Comprehensive Automobile Liability Insurance policy will have
limits of $1,000,000 combined single limits (CSL).
5.4.9 This policy will include completed operations coverage/product
liability coverage with limits of $1,000,000 combined single limits (CSL).
SC-12.3 Add the following language to the end of paragraph 12.3.
Contractor will include in the project schedule zero (0) days lost due to abnormal
weather conditions.
SECTION 00900
ADDENDA, MODIFICATIONS AND PAYMENT
00950 Contract Change Order
00960 Application for Payment
SECTION 00950
CHANGE ORDER NO.
PROJECT TITLE: 7509 Concrete Maintenance Project Phase II
CONTRACTOR:
PROJECT NUMBER:
DESCRIPTION:
1. Reason for change:
2. Description of Change:
3. Change in Contract Cost:
4. Change in Contract Time:
ORIGINAL CONTRACT COST $ .00
TOTAL APPROVED CHANGE ORDER .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:
cc: City Clerk Contractor
Project File Architect
Engineer 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 CONCRETE MAINTENANCE PROJECT – PHASE II
GENERAL REQUIREMENTS INDEX
SECTION PAGE NUMBERS
01010 Summary of Work General Requirements 2-3
01040 Coordination General Requirements 4-5
01310 Construction Schedules General Requirements 6-7
01330 Survey Data General Requirements 8
01340 Shop Drawings General Requirements 9-11
01410 Testing General Requirements 12-13
01510 Temporary Utilities General Requirements 14
01560 Temporary Controls General Requirements 15-16
01700 Contract Closeout General Requirements 17
01800 Method of Measurement and Basis of Payment General Requirements 18
SECTION 01010
SUMMARY OF WORK
General Requirements - Page 2 of 18
1.1 DESCRIPTION OF WORK
This work shall consist of the removal and/or installation of concrete curbs, gutters, sidewalks, crosspans,
aprons, drive approaches, inlets, concrete pavement, and pedestrian access ramps and placement of temporary
asphalt patching adjacent to new concrete on designated streets in the City of Fort Collins. Specific locations
are described in Section 3500, Project Map.
A. 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.
B. Construction Hours
1. Construction hours, except for emergencies, shall be limited to 7:00 a.m. to 6:00 p.m., Monday through
Friday, unless otherwise authorized in writing by the Engineer. After hour equipment operation shall
be in accordance with Section 1560.
2. Any work performed by the Contractor outside of the construction hours, whether or not authorized by
the Engineer, shall entitle the Owner to deduct from compensation due to the Contractor sufficient funds
to cover the Owner’s costs in providing field engineering and/or inspection services because of such
work. The cost for field engineering and inspection shall be $50.00 per hour.
1.2 NOTICES TO PRIVATE OWNERS AND AUTHORITIES
A. Notify private owners of adjacent property, utilities, irrigation canal, and affected governmental agencies
when prosecution of the Work may affect them.
B. Give notification 48 hours in advance to enable affected persons to provide for their needs when it is
necessary to temporarily deny access or services.
C. Contact utilities at least 48 hours prior excavating near underground utilities.
D. Contact all agencies at least 72 hours prior to start of construction. Notify all agencies of the proposed
scope of work schedule and any items which would affect their daily operation.
E. Darren Moritz/Tom Knostman will be the Program Manager/Project Engineer
Darren Moritz 970-221-6618 Office 970-556-1495 cell
Tom Knostman 970-221-6576 Office 970-679-7947 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 18
UTILITIES
Water: City of Fort Collins, Colorado
221-6700, Meter Shop 221-6759
Storm Sewer: City of Fort Collins, Colorado
221-6700
Sanitary Sewer: City of Fort Collins, Colorado
221-6700
Electrical: City of Fort Collins, Colorado
221-6700
Gas: Xcel Energy Emergency 1-800-895-2999
Local Contact:
Pat Kreager 970-566-4416
Telephone: UNCC / 1-800-922-1987
Local Contact:
Debbie Kautz 970-689-0635
Traffic Operations: City of Ft. Collins, Colorado
221-6630
Cable Television: Comcast
493-7400
*Utility Notification Center of Colorado (UNCC) - 811
1-800-922-1987
AGENCIES
Safety: Larimer County
Sheriff's Department:
Occupational Safety and Health Administration Non-
Emergency: 221-7177
(OSHA): 844-3061
Fire: Ambulance:
Poudre Fire Authority
Poudre Valley Hospital
Non-Emergency: 221-6581
Non-Emergency: 484-
1227
Emergency: 911
Emergency: 911
Police:
City of Fort Collins Police Department
Non-Emergency: 221-6540
Emergency: 911
Postmaster:
US Postal Service: 225-4111
Transportation:
Transfort: 221-6620
Traffic Engineering: 221-6630
END OF SECTION
SECTION 01040
COORDINATION
General Requirements – page 4 of 18
1.1 GENERAL CONTRACTOR RESPONSIBILITIES
A. Coordinate operations under contract in a manner which will facilitate progress of the Work. The
Contractor shall also coordinate with the Landscape Contractor whose Work is separate from the General
Contractor’s contract.
B. Conform to the requirements of public utilities and concerned public agencies in respect to the timing and
manner of performance of operations which affect the service of such utilities, agencies, or public safety.
C. Coordinate operations under contract with utility work to allow for efficient completion of the Work.
D. Coordinate all operations with the adjoining property owners, business owners, and surrounding
neighborhoods to provide satisfactory access at all times and keep them informed at all times.
E. The Contractor shall ensure that Subcontractors shall have visible company names on all vehicles that
enter the work zone.
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 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 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 18
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 anticipated two weeks in advance.
D. The Engineer and Contractor shall agree to weekly quantities at the progress meetings. The weekly
quantity sheets shall be signed by both parties. These quantity sheets, when signed, shall be final and shall
be the basis for the monthly progress estimates. This process ensures accurate monthly project pay
estimates.
END OF SECTION
SECTION 01310
CONSTRUCTION SCHEDULE
General Requirements - Page 6 of 18
1.1 GENERAL
A. The contractor shall prepare a detailed schedule of all construction operations and procurement after review
of tentative schedule by parties attending the pre-construction conference. This schedule will show how
the contractor intends to meet the milestones set forth.
1. No work is to begin at the site until Owner's acceptance of the Construction Progress Schedule and
Report of delivery of equipment and materials.
1.2 FORMAT AND SUBMISSIONS
A. Prepare construction and procure schedules in a graphic format suitable for displaying scheduled and actual
progress.
B. Submit two copies of each schedule to Owner for review.
1. Owner will return one copy to Contractor with revisions suggested or necessary for coordination of the
Work with the needs of Owner or others.
C. The schedule must show how the street, landscaping, and various utility work will be coordinated.
1.3 CONTENT
A. Construction Progress Schedule.
1. Show complete work sequence of construction by activity and location for the upcoming two week
period.
2. Show changes to traffic control.
3. Show project milestones.
B. Report of delivery of equipment and materials.
1. Show delivery status of critical and major items of equipment and materials.
2. Provide a schedule which includes the critical path for Shop Drawings, tests, and other submittal
requirements for equipment and materials; reference Section 01340.
1.4 PROGRESS REVISIONS
A. Submit revised schedules and reports at weekly project coordination meetings when changes are foreseen,
when requested by Owner or Engineer, and with each application for progress payment.
B. Show changes occurring since previous submission.
1. Actual progress of each item to date.
2. Revised projections of progress and completion.
C. Provide a narrative report as needed to define:
1. Anticipated problems, recommended actions, and their effects on the schedule.
2. The effect of changes on schedules of others.
SECTION 01310
CONSTRUCTION SCHEDULE
General Requirements - Page 7 of 18
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
1.1 SURVEY REQUIREMENTS
SECTION 01330
SURVEY DATA
General Requirements – page 8 of 18
A. The Owner shall provide the construction surveying for the street and landscaping improvements. City
Survey Crews will perform the surveying required.
B. The Contractor must submit a survey request form to the City Surveyor a minimum of 48 hours prior to
requiring surveying.
C. If the requested surveying cannot be accomplished in the time frame requested by the Contractor, the
survey personnel shall notify the Contractor with the date on which the requested work will be completed.
D. Should a sudden change in the Contractor's operations or schedule require the survey personnel to work
overtime, the Contractor shall pay the additional overtime expense.
E. The Contractor shall protect all survey monuments and construction stakes. If it is unavoidable to remove a
survey monument or construction stakes, the Contractor is responsible for notifying the Surveyor and
allowing enough time for the monuments or stakes to be relocated. The Contractor will be responsible for
the cost of re-staking construction stakes and for the cost of re-establishing a destroyed monument.
F. The Contractor shall notify the Engineer prior to concrete removal when property line markers are
inscribed in the surface of the existing concrete, typically designated by “+” or “x” markings. The
Contractor shall NOT reinstall all existing property line markers in the surface of the new concrete. The
Contractor may NOT offset the existing mark for reinstallation but shall notify the City Survey Crews and
request the offset location prior to removal of the concrete. If markers are removed without offsetting and
reinstalling, the Contractor shall be responsible for all costs, including survey costs, associated with
relocating and reinstalling the markers.
G. The Contractor shall be responsible for transferring the information from the construction stakes to any
necessary forms and for constructing all pipelines, drainage ways, pavements, inlets, walls, and other
structures in accordance with the information on the stakes and grade sheets supplied by the Owner.
END OF SECTION
SECTION 01340
SHOP DRAWINGS
General Requirements – page 9 of 18
1.1 GENERAL
A. Submit Shop Drawings, Samples, and other submittals as required by the individual specification.
1. Engineer will not accept Shop Drawings or other submittals from anyone but Contractor.
B. Schedule: Reference Section 01310, Construction Schedules. Submittals received by Engineer prior to the
time set forth in the approved schedule will be reviewed at any time convenient to Engineer before the time
required by the schedule.
C. Any need for more than one re-submission, or any other delay in obtaining Engineer's review of submittals,
will not entitle Contractor to extension of the Contract Time unless delay of the Work is directly caused by
failure of Engineer to return any scheduled submittal within 10 days after receipt in his office of all
information required for review of the submittals or for any other reason which prevents Engineer's timely
review. Failure of Contractor to coordinate submittals that must be reviewed together will not entitle
Contractor to an extension of Contract Time or an increase in Contract Price.
D. Resubmit for review a correct submittal if errors are discovered during manufacture or fabrication.
E. Contractor shall not use materials or equipment for which Shop Drawings or samples are required until such
submittals, stamped by Contractor and properly marked by Engineer, are at the site and available to
workmen.
F. Contractor shall not use Shop Drawings which do not bear Engineer's mark "NO EXCEPTION TAKEN" in
the performance of the Work. Review status designations listed on Engineer's submittal review stamp are
defined as follows:
1. NO EXCEPTION TAKEN: Signifies material or equipment represented by the submittal conforms with
the design concept, complies with the information given in the Contract Documents and is acceptable
for incorporation in the Work. Contractor is to proceed with fabrication or procurement of the items
and with related work. Copies of the submittal are to be transmitted for final distribution.
2. REVISE AS NOTED: Signifies material or equipment represented by the submittal conforms with the
design concept, complies with the information given in the Contract Documents and is acceptable for
incorporation in the Work in accordance with Engineer's notations. Contractor is to proceed with the
Work in accordance with Engineer's notations and is to submit a revised submittal responsive to
notations marked on the returned submittal or written in the letter of transmittal.
3. REJECTED: Signifies material or equipment represented by the submittal does not conform to the
design concept or comply with the information given in the Contract Documents and is not acceptable
for use in the Work. Contractor is to submit submittals responsive to the Contract Documents.
4. FOR REFERENCE ONLY: Signifies submittals which are for supplementary information only;
pamphlets, general information sheets; catalog cuts, standard sheets, bulletins and similar data, all of
which are useful to Owner in design, operation, or maintenance, but which by their nature do not
constitute a basis for determining that items represented thereby conform with the design concept or
comply with the information given in the Contract Documents. Engineer reviews such submittals for
general information but not for substance.
1.2 SHOP DRAWINGS
A. Include the following information as required to define each item proposed to be furnished.
1. Detailed installation drawings showing foundation details, and clearances required for construction.
2. Relation to adjacent or critical features of the Work or materials.
SECTION 01340
SHOP DRAWINGS
General Requirements – page 10 of 18
3. Field dimensions, clearly identified as such.
4. Applicable standards, such as ASTM or Federal Specification numbers.
5. Drawings, catalogs or parts thereof, manufacturer's specifications and data, instructions, performance
characteristics and capacities, and other information specified or necessary:
a. For Engineer to determine that the materials and equipment conform with the design concept and
comply with the intent of the Contract Documents.
b. For the proper erection, installation, and maintenance of the materials and equipment which
Engineer will review for general information but not for substance.
c. For Engineer to determine what supports, anchorages, structural details, connections and services are
required for materials and equipment, and the effect on contiguous or related structures, materials
and equipment.
6. Complete dimensions, clearances required, design criteria, materials of construction and the like to
enable Engineer to review the information effectively.
B. Manufacturer's standard drawings, schematics and diagrams:
1. Delete information not applicable to the Work.
2. Supplement standard information to provide information specifically applicable to the Work.
C. Format.
1. Present in a clear and thorough manner.
2. Minimum sheet size: 8 ½" x 11".
3. Clearly mark each copy to identify pertinent products and models.
4. Individually annotate standard drawings which are furnished, cross out items that do not apply, describe
exactly which parts of the drawing apply to the equipment being furnished.
5. Individually annotate catalog sheets to identify applicable items.
6. Reproduction or copies of portions of Contract Documents:
a. Not acceptable as complete fabrication or erection drawings.
b. Acceptable when used as a drawing upon which to indicate information on erection or to identify
detail drawings.
7. Clearly identify the following:
a. Date of submission.
b. Project title and number.
c. Names of Contractor, Supplier and Manufacturer.
d. Specification section number, specification article number for which items apply, intended use of
item in the work, and equipment designation.
e. Identify details by reference to sheet, detail, and schedule or room numbers shown in the Contract
Documents.
f. Deviations from Contract Documents.
g. Revisions on re-submittals.
h. Contractor's stamp, initialed or signed, certifying to review of submittal, verification of products,
field measurements and field construction criteria, and coordination of the information within the
submittal with requirements of the Work and the Contract Documents.
1.3 SUBMISSION REQUIREMENTS
A. Make submittals promptly in accordance with approved schedule, and in such sequence as to cause no
delay in the Work or in the work of any other contractor.
B. Minimum number required:
1. Shop Drawings.
a. Three (3) copies minimum, two (2) copies which will be retained by Engineer.
1.4 RE-SUBMISSION REQUIREMENTS
SECTION 01340
SHOP DRAWINGS
General Requirements – page 11 of 18
A. Make corrections or changes required by Engineer and resubmit until accepted.
B. In writing call Engineer's attention to deviations that the submittal may have from the Contract Documents.
C. In writing call specific attention to revisions other than those called for by Engineer on previous
submissions.
D. Shop Drawings.
1. Include additional drawings that may be required to show essential details of any changes proposed by
Contractor along with required wiring and piping layouts.
END OF SECTION
SECTION 01410
TESTING
General Requirements – page 12 of 18
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 shall not be incorporated into the work.
B. All materials or equipment proposed to be used may be tested at any time during their preparation or use.
Furnish the required samples without charge and give sufficient notice of the placing of orders to permit the
testing. Products may be sampled either prior to shipment or after being received at the site of the work.
C. Tests shall be made by an accredited testing laboratory selected by the Owner. Except as otherwise
provided, sampling and testing of all materials and the laboratory methods and testing equipment shall be in
accordance with the latest standards and tentative methods of the American Society for Testing Materials
(ASTM).
D. Where additional or specified information concerning testing methods, sample sizes, etc., is required, such
information is included under the applicable sections of the Specifications. Any modification of or
elaboration on these test procedures which may be included for specific materials under their respective
sections in the Specifications shall take precedence over these procedures.
1.2 OWNER'S RESPONSIBILITIES
A. Owner shall be responsible for and shall pay all costs in connection with testing for the following:
1. Soil tests, except those called for under Submittals thereof.
2. Tests not called for by the Specifications of materials delivered to the site but deemed necessary by
Owner.
3. Concrete test, except those called for under Submittals thereof.
1.3 CONTRACTOR'S RESPONSIBILITIES
A. In addition to those inspections and tests called for in the General Conditions, Contractor shall also be
responsible for and shall pay all costs in connection with testing required for the following:
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 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 Contractor’s control system shall specifically include all testing required by the various
sections of these Specifications.
B. Superintendence: The Contractor shall employ a full time Superintendent to monitor and coordinate all
facets of the Work. The Superintendent shall have adequate experience to perform the duties of
Superintendent, shall be assigned solely to this project, and shall remain on site during construction
activities.
SECTION 01410
TESTING
General Requirements – page 13 of 18
C. Contractor's quality control system is the means by which he assures himself that his construction complies
with the requirements of the Contract Documents. Controls shall be adequate to cover all construction
operations and should be keyed to the proposed construction schedule.
D. Records: Maintain correct records on an appropriate form for all inspections and tests performed,
instructions received from the Engineer and actions taken as a result of those instructions. These records
shall include evidence that the required inspections or tests have been performed (including type and
number of inspections or test, nature of defects, causes for rejection, etc.) proposed or directed remedial
action and corrective action taken. Document inspections and tests as required by each section of the
Specifications, and provide copies to Engineer weekly.
END OF SECTION
SECTION 01510
TEMPORARY UTILITIES
General Requirements – page 14 of 18
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 facilities from public view to the greatest practical extent.
END OF SECTION
SECTION 01560
TEMPORARY CONTROLS
General Requirements – page 15 of 18
1.1 NOISE CONTROL
A. The Contractor shall take reasonable measures to avoid unnecessary noise when construction activities are
being performed in populated areas. Refer to Revision of Section 108 for additional requirements.
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 to prevent blowing material.
B. The Contractor shall be respectful to pedestrians and bicyclists when sweeping road surfaces. The
Contractor shall cease operation until the citizen(s) has cleared the area.
C. 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 proper disposal off the
site.
2. Prevent sediment, debris, or other substances from entering sanitary sewers, storm drains and culverts.
1.4 EROSION CONTROL
A. Take such measures as are necessary to prevent erosion of soil that might result from construction activities.
1. Measures in general will include:
a. Control of runoff.
b. Trapping of sediment.
c. Minimizing area and duration of soil exposure.
d. Approved temporary materials such as hay bales, sand bags, plastic sheets, riprap, or culverts to
prevent the erosion of banks and beds of watercourses or drainage swales where runoff will be
increased due to construction activities.
B. Preserve natural vegetation to greatest extent possible.
C. Locate temporary storage and route construction traffic so as to preserve vegetation and minimize erosion.
D. Comply with the City of Fort Collins' Storm Drainage Erosion Control Manual.
1.5 TRAFFIC CONTROL
A. Maintain traffic control in accordance with the latest revisions of the “Manual of Uniform Traffic Control
Devices” (MUTCD), the City of Fort Collins “Work Area Traffic Control Handbook,” and the “Larimer
County Urban Area Street Standards.” In the event of a conflict between the MUTCD criteria and the
City’s criteria, the City’s criteria shall govern. See Revision of Sections 104 and 630.
SECTION 01560
TEMPORARY CONTROLS
General Requirements – page 16 of 18
1.6 PARKED VEHICLES
A. See Revision of Section 104 for issues related to parked vehicles.
1.7 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 17 of 18
1.1 CLEANING AND RESTORATION
A. Return the premises and adjacent properties to conditions existing or better than existing at the time the work
was begun. This will include providing labor, equipment and materials for cleaning, repairing, and replacing
facilities damaged or soiled during construction. The Engineer will be the judge of the degree of restoration
required.
1.2 PROJECT RECORD DOCUMENTS
A. Maintain on the job site, and make available to the Engineer upon request, one current marked-up set of the
drawings which accurately indicate all approved variations in the completed work that differ from the design
information shown on the drawings. Further, these drawings should reflect all underground obstacles
encountered.
B. These record drawings along with any survey records, photographs, and written descriptions of work as may
be required by the Engineer shall be submitted prior to project acceptance.
END OF SECTION
SECTION 01800
METHOD OF MEASUREMENT AND BASIS OF PAYMENT
General Requirements – page 18 of 18
1.1 DEFECTIVE WORK
A. Owner shall not pay for defective work and repair or additional work required to bring the project to a point
of acceptance.
1.2 BID PRICE
A. The Total Bid Price covers all Work required by the Contract Documents. All work not specifically set forth
as a pay item in the Bid Form shall be considered a subsidiary obligation of Contractor and all costs in
connection therewith shall be included in the prices bid for the various items of Work.
B. Prices shall include all costs in connection with the proper and successful completion of the Work, including
furnishing all materials, equipment and tools, and performing all labor and supervision to fully complete the
Work.
C. Unit prices shall govern over extensions of sums.
D. Unit prices shall not be subject to re-negotiation.
1.3 ESTIMATED QUANTITIES
A. All quantities stipulated in the Bid Form at unit prices are approximate and are to be used only as a basis for
estimating the probable cost of the Work and for the purpose of comparing the bids submitted to the Work.
The basis of payment shall be the actual amount of materials furnished and Work done.
B. Contractor agrees that he will make no claim for damages, anticipated profits, or otherwise on account of
any difference between the amount of Work actually performed and materials actually furnished and the
estimated amount therefor.
END OF SECTION
SECTION 02000
PROJECT SPECIFICATIONS
The Colorado Department of Transportation "Standard Specifications for Road and Bridge Construction", latest
revision, and the Larimer County “Urban Area Street Standards” (hereafter referred to as the "Standard
Specifications"), latest revision, are made a part of this Contract by this reference, except as revised herein, and are
hereby adopted as the minimum Standard Specifications of Compliance for this project. In those instances where
the Standard Specifications conflict with any of the provisions of the preceding Sections, the preceding Sections
shall govern.
INDEX OF REVISIONS
SECTION
104 Traffic and Parking Control
105 Control of Work
107 Safety and Protection and Restoration of Property and Landscape
108 Prosecution and Progress
201 Clearing and Grubbing
202 Removal of Structures and Obstructions
203 Excavation and Embankment
208 Erosion Control and Inlet Protection
212 Seeding, Fertilizer, and Sodding
304 Aggregate Base Course
403 Hot Mix Asphalt – Patching
601 Finishing Hardened Concrete Surfaces
604 Inlets and Culverts
608 & 609 Sidewalks, Curb and Gutter, Drive Approaches, Aprons, Crosspans, Pedestrian Access Ramps,
Flatwork, and Concrete Pavement
623 Irrigation System
627 Pavement Markings
630 Construction Zone Traffic Control
REVISION OF SECTION 104
TRAFFIC AND PARKING CONTROL
Project Specifications - Page 2 of 48
Section 104 of the Standard Specifications is hereby revised as follows:
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.,
Concrete Repairs (see sample "NO PARKING" sign on page 4). “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.
REVISION OF SECTION 104
TRAFFIC AND PARKING CONTROL
Project Specifications - Page 3 of 48
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 "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.
REVISION OF SECTION 104
TRAFFIC AND PARKING CONTROL
Project Specifications - Page 4 of 48
END OF SECTION
NO
PARKING
Wed July 2
7:00 AM - 6:00 PM
CONCRETE
REPAIRS
REVISION OF SECTION 105
CONTROL OF WORK
Project Specifications - Page 5 of 48
Section 105 of the Standard Specifications is hereby revised as follows:
AUTHORITY OF THE ENGINEER
Subsection 105.01 shall be amended to include the following:
No phase of construction shall start until the Traffic Control Plan has been approved. Failure to have an
approved Traffic Control Plan shall constitute cause for the Owner to stop work. During periods of Traffic
Control non-compliance, the Contractor may be assessed $1,000.00 per day, may forfeit payment of work and
materials installed, and may lose contract working days as determined by the Owner. The Contractor shall not
be entitled to compensation for delays associated with non-compliant periods.
PLANS, SHOP DRAWINGS, WORKING DRAWINGS, OTHER SUBMITTALS, AND CONSTRUCTION
DRAWINGS
Subsection 105.02 shall be amended to include the following:
The Contractor shall furnish the required submittals in TABLE 105-1 one week before the commencement of
work. Three (3) copies shall be furnished to the Engineer, two (2) copies will be returned to the Contractor upon
approval. Submittals shall not be measured and paid for separately but shall be included in the work.
TABLE 105-1
SUMMARY OF CONTRACTOR SUBMITTALS
Section
No.
Description Approval
Needed
Reoccurring
107.02 Topsoil Soil Analysis or Soil Sample Submittal Yes Yes
108.03 Schedule of Work Yes Yes
203.05 Borrow Material Gradation Yes Yes
208.02 Erosion Control Devices Yes No
208.06 Spill Kit: List of items included within kit Yes No
212.02 Sod/Seed Yes No
304.02 Aggregate Base Course/Recycled Concrete Soil Analysis Yes No
601.01 Exposed Sand Finish Yes No
608.00 Concrete Mix Designs Yes No
608.00 Curing Compound Yes No
608.00 Finishing Aide Yes No
608.00 MSDS Sheets for Curing Compound and Finishing Aide Yes No
630.00 Traffic Control Plans Yes Yes
630.11 TCS Qualifications (reoccurs when TCS and flaggers change) Yes No
630.11 Resident Notification Letter Yes Yes
COOPERATION BY CONTRACTOR
Subsection 105.10 shall be amended to include the following:
The City of Fort Collins is committed to comply with the United States Environmental Protection Agency
(EPA) and the Streets Department Environmental Management System (EMS) requirements that vehicles on
City projects shall comply with the “Anti-Idling Policy” to reduce environmental impacts related to
construction. Contractors and Subcontractors shall comply with turning off vehicles and equipment instead
of idling for long periods (more than thirty (30) seconds after stopping at destination and/or not more than
five (5) minutes aggregated within sixty (60) minutes). Exceptions for powering auxiliary equipment and for
safety or health emergencies are allowed.
COOPERATION WITH UTILITIES
REVISION OF SECTION 105
CONTROL OF WORK
Project Specifications - Page 6 of 48
Subsection 105.11 shall be amended to include the following:
Concrete construction and reconstruction operations at intersections may involve the destruction and
replacement of traffic signal loop detectors and/or new detectors may be installed at intersections where they do
not currently exist. The existing traffic signal loop detectors shall be removed by the Contractor at no
additional cost. New and replacement loop detectors shall be installed by the City Traffic Division. The
Contractor shall cooperate with the schedule of this work to insure the timely installation of loop/camera
detectors. The Contractor shall coordinate with the City Traffic Division to insure that their work is completed
before concrete placement operations begin.
COOPERATION BETWEEN CONTRACTORS
Subsection 105.12 shall be amended to include the following:
City Utilities, Streets, Parks, Traffic, and utility Contractors may perform work related to the project within or
near the limits of this project. The Contractor shall conduct the work without interfering or hindering the
progress or completion of the work being performed by other Contractors. The Contractor shall coordinate
extensively with these entities to minimize traffic control and scheduling conflicts and ensure timely completion
of all the work. The contractor shall allow supporting utility work within their traffic control areas and provide
flagging, if necessary, in support of their work and safety requirements.
INSPECTION AND TESTING OF WORK
Subsection 105.16 shall be amended to include the following:
The Contractor shall keep the Engineer informed of his future construction operations to facilitate scheduling of
required inspection, measuring for pay quantities, and sampling. The Contractor shall notify the Engineer a
minimum of 24 hours in advance of starting any construction operation that will require inspection, measuring
for pay quantities, or sampling. Failure of the Contractor to provide such notice will relieve the Owner and the
Engineer from any responsibility for additional costs or delays caused by such failure.
Inspection of the work or materials shall not relieve the Contractor of any obligations to fulfill his contract or
complete warranty elements as prescribed. Work and materials not meeting specifications shall be corrected
and unsuitable work or materials may be rejected, notwithstanding that such work or materials have been
previously inspected by the Engineer or that payment therefore has been included in the progress estimate.
MAINTENANCE DURING CONSTRUCTION
Subsection 105.19 shall be amended to include the following:
The roadway area, including curb, gutter, and sidewalk, adjacent to and through the construction area shall be
cleaned of debris generated by the Contractor at the earliest opportunity, but in no case shall the area not be
cleaned after the completion of the day's work. Large debris (greater than one inch) and regardless of the
source, shall be picked up and disposed of offsite at the contractors expense. Smaller particulate debris shall be
blown from the sidewalks, driveways, curb, and gutter into the street where it can be picked up by a sweeper
without transmitting debris back on sidewalk areas. It shall be the Contractor's responsibility to provide the
necessary manpower and equipment to satisfactorily clean the roadway area at no extra cost.
The Contractor shall utilize a combination of pick-up brooms, side brooms, and/or other equipment as needed to
clean the streets. The requirement to sweep the street shall be suspended during the leaf fall period between
September 12th and November 12th unless directed by the Engineer for areas with minimal leaf fall. 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 the sweeping service.
REVISION OF SECTION 105
CONTROL OF WORK
Project Specifications - Page 7 of 48
All cost of maintaining the work during construction and before the project is accepted, shall not be measured
and paid for separately but shall be included in the work.
END OF SECTION
REVISION OF SECTION 107
SAFETY AND PROTECTION AND RESTORATION OF PROPERTY AND LANDSCAPING
Project Specifications - Page 8 of 48
Section 107 of the Standard Specifications is hereby revised as follows:
Subsection 107.06 shall be amended to include the following:
Personnel on Street Maintenance Program (SMP) projects shall use protective equipment prescribed by Local,
State, and Federal safety regulations to attempt to control or eliminate hazards or exposure to illness or injury.
The Contractor and Subcontractors are responsible for providing and insuring the use of the required Personal
Protective Equipment (PPE). Only Personal Protective Equipment complying with the Occupational Safety and
Health Administration (OSHA) or American National Standards Institute (ANSI) regulations shall be used. The
Contractor shall be responsible for the compliance of their employees and the Subcontractor’s employees. The
Contractor’s safety representative shall make regular field inspections to audit and document compliance.
An employee of the Contractor or Subcontractor who refuses to use the prescribed protective equipment
designed for their protection, or willfully damages such equipment, constitutes cause for the Engineer to request
removal of the employee from the site.
The Contractor’s personnel shall be required to wear safety vests, hard hats, and steel toe boots while on the
construction site(s).
Subsection 107.12 shall be amended to include the following:
The fact that any underground facility (sprinkler systems, utility services, etc.) is not shown on the plans,
details, or construction documents shall not relieve the Contractor of his responsibilities as provided for in the
Contract. It shall be the Contractor's responsibility, pursuant thereto, to ascertain the location of such
underground improvements which may be subject to such damage by reason of his operations.
Any pruning of vegetation shall require the written permission of the property owner and/or the Engineer.
If the landscape removal area adjacent to the concrete repair is six (6) inches or less in width, the Contractor
shall repair any subsurface utilities including irrigation systems, clean the area of all construction debris (i.e.
concrete, road base, etc.) to a minimum depth of four (4) inches, prepare all edges to be clean and vertical, and
place and compact imported topsoil. The topsoil shall be compacted (until firm, but not over compacted)
utilizing a hand operated roller or other method approved by the Engineer.
At the Engineers discretion, any areas to be restored where the disturbed area is greater than six (6) inches in
width and greater than 12 inches in length adjacent to the concrete repair, the Engineer may require the
Contractor to clean and prepare the area along the entire length of the repair location as stated above to a
minimum one foot (12 inches) wide, place sod on the prepared surface, water the new sod once thoroughly, and
notify the property owner in writing of the nature of the work that has taken place. The Contractor shall also
notify the property owner of the fact that the sod will be watered only once by the Contractor and provide the
property owner the recommended watering schedule suggested by the sod supplier. The Contractor shall make
every effort to minimize the need for sod placement.
If the existing asphalt along the concrete toe is in good condition and salvageable during concrete removal, as
determined by the Engineer, the Contractor shall preserve the existing asphalt. Minimizing the landscape
removal areas behind the sidewalk, curb and gutter shall continue to be the primary goal. The pay item for
“Asphalt Pavement Preservation” is intended to compensate the Contractor for additional removal time,
backfill, sprinkler repair, and sodding that shall be required while preserving the existing asphalt and
minimizing the removal area behind the repair. “Asphalt Pavement Preservation” shall provide compensation
for this type of repair and shall be measured and paid in addition to the concrete pay item for the type of repair
(i.e., Driveover Curb, Gutter and 6” Sidewalk – Remove & Replace). Revision of Section 608 and 609 defines
the measurement and payment for these removals. The placement of backfill and top soil for concrete repair
locations shall be completed within two (2) working days of the placement of the concrete.
Excavated soils from the repair locations may be stockpiled on site and used as backfill for areas behind the
new concrete installation and below the top four (4) inches of the surface.
Imported Topsoil shall consist of loose friable river bottom or farmland loam, reasonably free of manmade
REVISION OF SECTION 107
SAFETY AND PROTECTION AND RESTORATION OF PROPERTY AND LANDSCAPING
Project Specifications - Page 9 of 48
materials subsoil, refuse, stumps, roots, rocks, brush, weeds, noxious weed seeds, heavy clay, hard clods, trash,
toxic substances, or other material which would be detrimental to the proper development of vegetative growth.
Imported topsoil shall have 100% passing the 1/4" screen and shall contain a combination of sand, clay, and
friable loam. The Contractor shall submit a soil analysis or sample for approval by the Engineer.
The topsoil shall be in a relatively dry state but shall contain sufficient moisture to allow compaction and shall
be placed during dry weather. The topsoil shall be fine graded to eliminate rough and low areas and ensure
positive drainage. The existing levels, profiles, and contours shall be maintained.
If the area to be repaired is only damaged on the surface, the Contractor shall remove the damaged areas of sod
to a depth that will allow new sod to be placed, place new sod, water once and notify the property owner in
writing of the nature of the work that has taken place. The Contractor shall also notify the property owner of the
fact that the sod will be watered only once by the Contractor and provide the property owner the recommended
watering schedule suggested by the sod supplier. The minimum overall width of the area to be sodded shall be
one (1.0’) foot.
For concrete repair locations, the placement of sod shall be completed by the end of the first working day of the
week following the placement of the concrete.
Sprinkler systems - Sprinkler systems designated for relocation shall be capped off at the limits of construction
and protected from damage by the Contractor. Sprinkler heads shall be salvaged and stockpiled on each
property for use when reconstructing the sprinkler systems.
Sprinkler systems damaged outside of the construction limits as a result of construction operations shall be
replaced at the Contractor's expense within three (3) working days from the date of damage.
All landscaping that is damaged due to construction operations shall be replaced by the Contractor at his
expense unless a written waiver is obtained from the property owner and submitted to the Engineer. Re-sodded
lawns shall be watered once by the Contractor.
All costs for protecting and restoring landscaping and lawns shall be considered a subsidiary obligation of the
Contractor in connection with the various items of the Work and no measurement or payment shall be made
separately for the protection and restoration of landscaping and lawns. All restoration of landscaping and lawns
damaged by construction operations, other than concrete repair, shall take place within three (3) working days
from the date of damage.
In areas where the Engineer directs new work or the reconstruction area requires grade adjustment, the
placement of topsoil, sod, and sprinkler relocation will be provided by the City under separate contract.
All labor, materials, tools, equipment, incidentals, and work involved in protecting or repairing underground
facilities shall be considered incidental to the Work and shall not be measured and paid for separately.
END OF SECTION
REVISION OF SECTION 108
PROSECUTION AND PROGRESS
Project Specifications - Page 10 of 48
Section 108 of the Standard Specifications is hereby revised as follows:
SCHEDULE
Subsection 108.03 shall be amended to include the following:
A schedule of work must be submitted prior to starting work and shall include the number of working days per
area to complete all work items covered by the contract but shall not exceed the number of contract working
days. Location of vicinity maps are referenced in Section 03500, Project Maps. The schedule should take any
priorities into consideration and include projected start and end dates for each area. Area and street quantities
are described in Section 02500, Quantity Estimates.
Prior to award, mutually acceptable milestones shall be determined by the Contractor and the City based on the
schedule of working days discussed above.
LIMITATION OF OPERATIONS
Subsection 108.05 shall be amended to include the following:
The work shall be completed within the following calendar months:
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEPT
OCT
NOV
DEC
DETERMINATION AND EXTENSION OF CONTRACT TIME
Subsection 108.08 shall be amended to include the following:
Working hours on residential and collector streets shall be 7:00 a.m. to 6:00 p.m., Monday through Friday, or as
approved by the Engineer.
Working hours on arterial streets shall be restricted to 8:30 a.m. to 3:30 p.m., or as approved by the
Engineer.
Working hours within CDOT right-of-way (S.H. 287 College Ave. and Hwy 17 Mulberry St.) shall be
restricted to 9:00 a.m. to 3:00 p.m.
The above time restrictions shall apply to the days’ preparatory work, equipment maintenance, and clean up
unless approved by the Engineer.
Contract working days shall be completed in one hundred forty (140) consecutive working days and during the
months of May through November.
The Contractor shall mobilize to begin work within ten (10) working days of the Notice to Proceed and shall
continue installations through completion of the contract.
FAILURE TO COMPLETE WORK ON TIME
Subsection 108.09 shall be amended to include the following:
Failure to meet the agreed upon milestones, mobilize within the days specified, or fully complete the project in
one hundred forty (140) consecutive working days, shall result in liquidated damages assessed against the
Contractor.
REVISION OF SECTION 108
PROSECUTION AND PROGRESS
Project Specifications - Page 11 of 48
At the City’s option, liquidated damages in the amount of $1,000.00 per day may be retained from any monies
due the Contractor, or the City may retain an additional Contractor(s) to complete the work, or portion thereof,
and retain any costs incurred above and beyond the bid prices of the Contract from any monies due the
Contractor in lieu of liquidated damages.
END OF SECTION
REVISION OF SECTION 201
CLEARING AND GRUBBING
Project Specifications - Page 12 of 48
Section 201 of the Standard Specifications is hereby revised as follows:
CONSTRUCTION REQUIREMENTS
Subsection 201.02 shall be amended to include the following:
When tree roots are encountered during construction operations, the Contractor shall notify the Engineer prior
to root removal. The Engineer and the City Forester's representative shall then make a determination regarding
removal. When it is apparent that the tree roots have heaved the concrete section, the Contractor shall remove
the section(s) of concrete as early as possible to allow time for inspection and to schedule root grinding
operations, under separate contract. Root grinding will be scheduled as soon as possible to minimize delays in
construction. Delays to concrete installation due to root grinding shall not be considered for additional traffic
control payment or additional days added to the total contract working days but shall be anticipated in the
Contractor’s schedule.
Where it is anticipated that tree roots may be encountered, great care shall be taken by the Contractor to prevent
any damage to the roots with tools or equipment. Damage to roots during concrete removal shall be trimmed
and cut with a sharpened, sanitized saw, cut orthogonally to its longitudinal axis as closely as practical, to leave
the freshly cut root surface in a clean and smooth condition. Axes or other blunt objects shall not be used to cut
tree roots.
BASIS OF PAYMENT
Subsection 201.04 shall be amended to include the following:
All costs for removing tree roots shall be considered a subsidiary obligation of the Contractor in connection
with the various items of the Work and no measurement or payment shall be made separately for the removal
and trimming of tree roots.
END OF SECTION
REVISION OF SECTION 202
REMOVAL OF STRUCTURES AND OBSTRUCTIONS
Project Specifications - Page 13 of 48
Section 202 of the Standard Specifications is hereby revised as follows:
DESCRIPTION
Subsection 202.01 shall be amended to include the following:
This work consists of sawing and cutting to facilitate controlled breaking and removal of concrete, asphalt, and
flagstone to a neat line.
CONSTRUCTION REQUIREMENTS
Subsection 202.02 shall be amended to include the following:
Sawing of concrete and asphalt shall be done to a true line having a vertical face, unless otherwise specified.
The depth of the saw cut in concrete and asphalt shall be of sufficient depth to ensure a vertical, smooth face,
free from breakage, or as directed by the Engineer. Cuts in asphalt or concrete pavement shall be made such that
each edge shall be parallel or at right angles to the direction of traffic. Dust created by sawing shall be mitigated
by wet sawing or other means approved by the Engineer.
Residue from sawing shall be removed by the Contractor at the earliest opportunity. Residue will not be
allowed to run through the gutter flow line for more than fifty (50) feet. The Contractor shall prevent tracking of
residue onto the roadway or walkway and shall prevent discharge into the storm drainage system. The
Contractor shall use a storm water protection device or other means of controlling run off of residue as
approved by the Engineer. See Section 208 “Erosion Control and Inlet Protection” contained herein.
METHOD OF MEASUREMENT
Subsection 202.11 shall be amended to include the following:
Sawing shall be measured by the lineal foot. This item shall only be measured and paid where the Engineer
directs sawing not already being paid under another item.
Sawing related to the items described in Revision of Section 604 - Inlets and Culverts, and Section 608 & 609
Sidewalks, Curb & Gutter, Drive Approaches, Aprons, Crosspans, Pedestrian Access Ramps, Flatwork, and
Concrete Pavement, shall be considered a subsidiary obligation of the Contractor, and shall not be measured and
paid for separately.
Erosion control measures used during sawing are considered incidental to sawing operations and shall not be
measured and paid for separately.
BASIS OF PAYMENT
Subsection 202.12 shall be amended to include the following:
Payment shall be made under:
Pay Item Unit
202.01 Sawcutting 4 to 6” Lineal Foot
The above prices and payments shall include full compensation for furnishing all labor, materials, tools,
equipment, and incidentals and for doing all work involved in Sawcutting as specified in these specifications, as
shown on the plans, and as directed by the Engineer.
END OF SECTION
REVISION OF SECTION 203
EXCAVATION AND EMBANKMENT
Project Specifications - Page 14 of 48
Section 203 of the Standard Specifications is hereby revised as follows:
DESCRIPTION
Subsection 203.01 shall be amended to include the following:
This work shall consist of removing and disposing of the existing pavement, base or other material, preparing
the subgrade for the subsequent course, and placing borrow in accordance with the specifications and in
reasonably close conformity with the lines, grades, and typical cross sections shown on the plans or as
designated by the Engineer. All excavation will be classified, "General Excavation", as hereafter described.
The Contractor shall dispose of all excavated material.
CONSTRUCTION REQUIREMENTS
Subsection 203.05 shall be amended to include the following:
General Excavation shall consist of the excavation of all materials of whatever character required for the work
not being removed under some other item.
The Contractor shall be responsible for the protection of the subgrade/base course until subsequent courses have
been placed.
The excavation will be accomplished in the following manner:
General Excavation:
The areas to be removed will be marked on the surface with paint by the Engineer. A straight vertical cut
shall be made through the pavement, if necessary, to provide a square or rectangular opening, such that
each edge will be parallel or at right angles to the direction of traffic. Wheel cutting, ripping, and tearing of
asphalt using construction equipment such as a grader (blade) shall not be allowed.
If, in the opinion of the Engineer, the subgrade material is unsuitable, it shall be removed to the limits and
depths designated.
Where excavation to the finished grade section (including General Excavation and Patching) results in a
subgrade of unsuitable soil, the Contractor shall remove the unsuitable materials and backfill to the finished
grade section with approved material as directed by the Engineer.
After the material has been removed to the depth specified by the Engineer, the Contractor shall prepare the
subgrade by compacting with a sheepsfoot roller, rubber tired roller, and/or other compaction equipment as
approved by the Engineer. The subgrade preparation shall not be measured and paid for separately, but
shall be included in the contract unit price for General Excavation.
Borrow:
Borrow shall be placed as directed by the Engineer. The minimum amount of borrow shall be one load
(approximately ten (10) ton). The cost for compaction shall be included in the contract unit price for
Borrow.
Borrow material shall meet the grading requirement for Class 1 (Pit Run) or Class 5 (Road Base) Aggregate
Base Course. Class 1 Aggregate Base Course need not be crushed and can be of the pit run variety provided
it falls within the gradation requirements as shown in the Standard Specifications. The material required
for the specific location shall be directed by the Engineer.
Load slips shall be consecutively numbered for each day and submitted to the Engineer daily.
REVISION OF SECTION 203
EXCAVATION AND EMBANKMENT
Project Specifications - Page 15 of 48
METHOD OF MEASUREMENT
Subsection 203.13 shall be amended to include the following:
The Contractor and the Engineer shall field measure and agree upon the excavated quantity before any further
work continues. Should the Contractor fail to request the Engineer to measure any work and performs other
work that would prevent the Engineer from measuring pay quantities, the Contractor shall not be compensated
for materials not measured by the Engineer.
Borrow shall be paid by the ton at the proper moisture. Haul and water necessary to bring mixture to optimum
moisture content will not be measured or paid for separately, but shall be included in the contract unit price for
Borrow.
Aggregate Base Course that is placed as a result of excavation of unsuitable subgrade shall be paid for at the
unit price for Borrow.
The accepted quantities of Excavation will be paid for at the contract unit price per cubic yard, complete-in-
place. Subgrade preparation, moisture conditioning, compaction, haul, and disposal will not be measured and
paid for separately.
BASIS OF PAYMENT
Subsection 203.14 and 207.05 shall be amended to include the following:
Payment shall be made under:
Pay Item Unit
203.01 General Excavation Cubic Yard
203.02 Borrow Ton
The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment,
and incidentals, and for doing all the work involved in Excavation and Borrow including haul, stockpiling, placing
material, watering or drying soil, compaction, proof rolling, finish grading, complete-in-place, and disposal of
unusable materials as shown on the plans, as specified in these specifications, and as directed by the Engineer.
END OF SECTION
REVISION OF SECTION 208
EROSION CONTROL AND INLET PROTECTION
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Section 208 of the Standard Specifications is hereby revised as follows:
DESCRIPTION
Subsection 208.01 shall be amended to include the following:
This work shall consist of providing, installing, maintaining, removing, and relocating when required, erosion
control devices during the installation of the Work and at a minimum at all inlets to prevent or minimize
erosion, sedimentation, pollution of any state waters, and infiltration of construction materials into the inlets.
Work shall be in accordance with the latest editions of The City of Fort Collins Urban Drainage and Flood
Control District Urban Drainage Criteria Manual, the City of Fort Collins Environmental Standard Operating
Procedures, (Section 04000 contained herein), and the Colorado Department of Transportation Standard
Specifications for Road and Bridge Construction.
Any loss of time or materials related to erosion and erosion control shall be the sole responsibility of the
Contractor. Any damage to surrounding properties or facilities, either on site or off site, related to erosion
caused by construction or due to a spill event, shall be the sole responsibility of the Contractor.
MATERIALS
Subsection 208.02 shall be amended to include the following:
The Contractor shall submit the type of material to be used for erosion control measures prior to beginning the
work. See Details Section 03000 contained herein.
Contractor shall submit the type of material to be used for erosion control measures prior to beginning the work.
1. Inlet protection shall include sufficient length to protect around the perimeter of the inlet opening.
2. Erosion control devices around inlets near a load site shall be required.
3. Erosion control devices on the downstream side of an aggregate stockpile or truck washout area shall
be required as directed by the Engineer.
Recycled Rubberized Inlet Protection shall meet the following requirements:
1. Infill material: Shredded recycled rubber
2. Weight: approximately 10 lbs per linear foot
3. Diameter: Approximately 9 inches
4. Geotextile fabric: Made of a durable fabric with a typical weight of 6-10 oz/yd.
CDOT Gravel Bag Inlet Filter shall meet the following requirements or approved Equal:
1. Infill material: CDOT #67 washed rock or approve equal
2. Weight: approximately 20 lbs per linear foot
3. Diameter: Approximately 5 inches
4. Geotextile fabric: CDOT Class 1 Erosion Control Fabric, typical weight of 6-8 oz/yd.
CONSTRUCTION REQUIREMENTS
Subsection 208.03 shall be amended to include the following:
All erosion control measures shall be installed prior to starting the Work. Straw wattles shall not be allowed.
Devices shall be approved by the Engineer.
Protection devices shall be installed on the downstream side at load sites, stockpiles, base piles, and truck wash
out areas, or as directed by the Engineer, and shall not be measured and paid for separately.
REVISION OF SECTION 208
EROSION CONTROL AND INLET PROTECTION
Project Specifications - Page 17 of 48
It shall be the Contractor’s responsibility to ensure that all sidewalks, driveways, curbs, gutters, and roads
within and adjacent to the project are cleaned of construction debris that may enter the inlets during the course
of the work and at the end of each day.
Inlet protection shall include sufficient length to protect around the perimeter of the inlet opening.
Drop and Combo Inlet filters
All storm drainage system inlets shall be filtered using a CDOT Class 1 Erosion anchored with CDOT Control
Fabric Gravel Bag Inlet Filter lining the perimeter of the grate, before water is discharged into streams or onto
adjacent properties. These methods are applicable to existing and proposed drainage systems.
Curb-opening Inlets
Type R curb-opening Inlets shall be filtered with a CDOT Gravel Bag Filter or as Approved by the Engineer.
Maintenance
The Contractor shall continuously maintain erosion and sediment control devices to properly function during
the course of construction. See Detail SC-5 contained herein for the connection of multiple Gravel Bags (rock
socks).
All inlet protection devices shall be inspected and repairs made after each runoff event. Sediments shall be
removed when one half the design depth has been filled. Sediments shall also be removed immediately from the
traveled way of roads and disposed of properly.
MATERIALS HANDLING AND SPILL PREVENTION
Subsection 208.06 shall be amended to include the following:
Appropriate Spill Kits shall be on site with each piece of equipment at all times during installation of the Work
and during equipment maintenance and fueling (see Section 04000 ESOP). The Contractor shall submit a
description of the items contained in each Spill Kit for approval by the Engineer.
METHOD OF MEASUREMENT
Subsection 208.11 shall be amended to include the following:
“Stormwater Protection – CDOT Gravel Bag Filter” and “Stormwater Protection - Recycled Rubber Filled
Wattle” shall be measured and paid by the lineal foot for each inlet location when devices are installed and
accepted, whether the protection device is new or has been relocated, and as directed by the Engineer.
Inlet protection shall include sufficient length to protect around the perimeter of the grate. Excessive lengths
shall not be paid.
“Stormwater Protection – Gravel Bag Inlet Filters” shall be measured and paid per each installed and accepted,
and as directed by the Engineer
Excavation required for removal of accumulated sediment from traps, basins, and other clean out excavation of
accumulated sediment, and the proper disposal of sediment, shall be considered incidental to the work and not
be measured and paid separately.
Street sweeping of sediment shall not be measured and paid for separately.
All construction material that enters an inlet due to the Work shall be removed from the inlet interior and
removed from the site to an approved disposal location. This work shall not be measured and paid for
separately.
REVISION OF SECTION 208
EROSION CONTROL AND INLET PROTECTION
Project Specifications - Page 18 of 48
Spill Kits required on site and with equipment and vehicles shall not be measured and paid for separately.
Erosion control measures used during sawcutting are considered incidental to all sawing operations and shall
not be paid for separately.
BASIS OF PAYMENT
Subsection 208.12 shall be amended to include the following:
Payment shall be made under:
Pay Item Unit
208.01 Stormwater Protection – CDOT Gravel Bag (rock sock) Lineal Foot
208.02 Stormwater Protection - Recycled Rubber Filled Wattle Lineal Foot
208.03 Stormwater Protection – CDOT Gravel Bag Inlet Filter Each
The above prices and payments shall include full compensation for furnishing all labor, materials, tools,
equipment, and incidentals and for doing all work involved in installing, maintaining, removing, and relocating
when required, erosion control measures, as shown on the plans, as specified in these specifications, and as
directed by the Engineer.
END OF SECTION
REVISION OF SECTION 212
SEEDING, FERTILIZER AND SODDING
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Section 212 of the Standard Specifications is hereby revised as follows:
DESCRIPTION
Subsection 212.01 shall be amended to include the following:
This work shall consist of soil preparation and furnishing and placing topsoil and blue grass sod in accordance
with these specifications, accepted horticulture practice, and in reasonably close conformity with the existing
topography of the location. This work shall not include locations of concrete repair in which grade changes and
additional work is directed by the Engineer. See Section 107 "Safety and Protection and Restoration of
Property" found herein.
MATERIALS
Subsection 212.02 shall be amended to include the following:
Topsoil Topsoil shall conform to the requirements of Sections 107 found herein and CDOT 207.
Sod Bluegrass sod shall be nursery grown, 99% Kentucky Blue Grass and 99% weed free. Other sod
type may be used only if approved in writing by the Engineer. The 1% allowable weeds shall not include any
undesirable perennial or annual grasses or plants. Soil thickness of sod cuts shall not be less than 3/4 inch nor
more than one inch. Sod shall be cut in uniform strips with minimum dimensions of 12 inches in width and 48
inches in length. The Contractor shall submit a sample of the sod he proposes to furnish and the sample shall
serve as a standard. Any sod furnished, whether in place or not, that is not up to the standard of the sample
may be rejected. Sod that has been cut for more than 24 hours shall not be used.
Each load of sod shall be accompanied by a certificate from the grower stating the type of sod, and the date and
time of cutting.
CONSTRUCTION REQUIREMENTS
Subsection 212.05 shall be amended to include the following:
Sodding:
Soil Preparation: The area shall be cleaned with a minimum depth of four (4) inches (where topsoil does not
exist) and a minimum width of one (1) foot, all irregularities in the ground surface shall be removed, and all
edges clean and vertical. Sticks, stones, debris, and other similar material more than ½ inch in diameter
shall be removed. Any objectionable depressions or other variances from a smooth grade shall be corrected.
Topsoil Placement: Topsoil shall be placed and compacted with a minimum depth of four (4) inches. The
amount of compaction required shall be as directed by the Engineer.
Sod Placement: The minimum width for sod shall be one (1) foot. The area to be sodded shall be smooth.
The sod shall be laid by staggering joints with all edges touching. On any slopes, the sod shall run
approximately parallel to the slope contours. The Contractor shall water the sod once and notify the
property owner in writing of the nature of the work that has taken place, that the sod has been only watered
once, and provide the recommended watering schedule for new sod placement as recommended by the sod
supplier.
Sod placement/replacement required due to Contractor negligence shall follow the requirements of this
section but shall not be measured and paid for under the terms of this contract.
REVISION OF SECTION 212
SEEDING, FERTILIZER AND SODDING
Project Specifications - Page 20 of 48
BASIS OF PAYMENT
Subsection 212.08 shall be amended to include the following:
No measurement or payment shall be made for re-sodding or seeding lawns damaged by the Contractor adjacent
to new concrete when the grade of the existing lawn reasonably matches the grade of the new concrete. Re-
sodding and seeding in this instance shall be considered incidental to the work being performed.
Seeding and Sod shall only be paid when requested by the Engineer for specific situations, shall be paid by the
square foot at the contract unit price, and shall include full compensation for items noted below.
In areas where the Engineer directs new work or the reconstruction area requires grade adjustment the
placement of topsoil, sod, and sprinkler relocation will be provided by the City under separate contract.
Payment shall be made under:
Pay Item
Unit
207.01 Imported Topsoil Cubic Yard
212.01 Sod Square Foot
212.02 Landscape/Irrigation Labor Hour
The above prices and payments shall include full compensation for furnishing all labor, materials, tools,
equipment, and incidentals and for doing all work involved in the placement of seeding and sodding, including
haul, stockpiling, placing material, repairing sprinklers, watering or drying soil, compaction, finish grading,
complete-in-place, and as shown on the plans, as specified in these specifications, and as directed by the
Engineer.
END OF SECTION
REVISION OF SECTION 304
AGGREGATE BASE COURSE
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Section 304 of the Standard Specifications is hereby revised as follows:
DESCRIPTION
Subsection 304.01 shall be amended to include the following:
This work shall consist of furnishing and placing one or more courses of aggregate base or recycled concrete on
a prepared subgrade.
MATERIALS
Subsection 304.02 shall be amended to include the following:
Aggregate Base Course shall meet the grading requirements for Class 5. Recycled concrete may be substituted
for Aggregate Base Course as authorized by the Engineer. Recycled asphalt shall not be used as subgrade
beneath concrete sidewalk, curb, and gutter.
CONSTRUCTION REQUIREMENTS
Subsection 304.04 shall be amended to include the following:
The contractor shall be responsible for the protection of the subgrade/base course until subsequent courses have
been placed.
Load slips shall be consecutively numbered for each day and submitted daily to the Engineer.
Borrow or Aggregate Base Course that is placed as a result of excavation of unsuitable subgrade shall be
paid for at the unit price for Borrow under Revision of Section 203, Excavation and Embankment.
METHOD OF MEASUREMENT
Subsection 304.07 shall be amended to include the following:
The accepted quantities for Aggregate Base Course shall be measured and paid for at the contract unit price per
ton at the proper moisture. Haul and water necessary to bring mixture to optimum moisture content including
compaction efforts shall not be measured and paid for separately, but shall be included in the contract unit price
for Aggregate Base Course.
Aggregate Base Course shall be paid at 90% of the daily total amount as determined by the daily load slips
submitted to and as accepted by the Engineer at the end of each day. The intended use of Aggregate Base
Course is to bring the subgrade of the concrete repair area to finished grade. The remaining 10% of the daily
quantity anticipates Aggregate Base Course being used as form board reinforcement, storm water protection, or
for other incidental items. If excessive waste above 10% becomes apparent, the quantity shall be adjusted and
deducted from the total daily quantity as determined by the Engineer. Aggregate Base Course contaminated
from failure to protect open excavations shall not be paid.
Borrow or Aggregate Base Course that is placed as a result of excavation of unsuitable subgrade shall be
paid for at the unit price for Borrow under Revision of Section 203, Excavation and Embankment.
BASIS OF PAYMENT
REVISION OF SECTION 304
AGGREGATE BASE COURSE
Project Specifications - Page 22 of 48
Subsection 304.08 shall be amended to include the following:
Payment shall be made under:
Pay Item Unit
304.01 Aggregate Base Course Ton
The above prices and payments shall include full compensation for furnishing all labor, materials, tools,
equipment, and incidentals, and for doing all work involved in the placement of Aggregate Base Course
including haul and water, stockpiling, placing material, watering or drying soil, compaction, proof rolling, finish
grading, complete-in-place, and disposal of unusable materials as shown on the plans, as specified in these
specifications, and as directed by the Engineer.
END OF SECTION
REVISION OF SECTION 403
HOT MIX ASPHALT - PATCHING
Project Specifications - Page 23 of 48
Section 403 of the Standard Specifications is hereby revised as follows:
DESCRIPTION
Subsection 403.01 shall be amended to include the following:
This work shall consist of the placement of hot mix asphalt as a temporary repair to provide vehicle or
pedestrian access, until such time as the permanent repair can be made.
CONSTRUCTION REQUIREMENTS
Subsection 403.03 shall be amended to include the following:
In all concrete repair locations, the Contractor shall remove no more than six (6) inches in width of asphalt
pavement. The pavement areas shall be temporarily patched with Hot Mix Asphalt grading ‘S’, ‘SX’, or as
approved by the Engineer. Temporary asphalt patching shall be placed at the typical depth of two (2) inches.
The depth of patching may be increased to a maximum depth of six (6) inches as directed by the Engineer.
Prior to installation of two (2) inches of temporary asphalt patching the Contractor shall use a bond
breaking material (i.e., curing compound, form oil, etc), as approved by the Engineer. The bond breaking
material shall be applied to the face of the new concrete adjacent to the temporary patch installation.
Temporary asphalt depths greater than two (2) inches shall have a paper bond breaking material or other
bond breaking method approved by the Engineer to mitigate damage to the new concrete during permanent
patching.
METHOD OF MEASUREMENT
Subsection 403.04 shall be amended to include the following:
The accepted quantities for Temporary Patching will be measured and paid for at the contract unit price per ton.
Pavement cutting, excavation, subgrade preparation, haul, disposal, bond breaking material, installation, and
bituminous material will not be measured or paid for separately, but shall be included in the contract unit price
for Temporary Patching.
Load slips shall be consecutively numbered for each day and shall include the batch time, asphalt grading, and
weight of asphalt.
BASIS OF PAYMENT
Subsection 403.05 shall be amended to include the following:
Payment shall be made under:
Pay Item
Unit
403.01 Temporary Patching Ton
The above prices and payments shall include full compensation for furnishing all labor, materials, tools,
equipment, and incidentals and for doing all the work involved in Temporary Patching, including pavement
cutting, excavation, haul, disposal, surface preparation, and bituminous materials, complete-in-place, as shown
on these plans, as specified in these specifications, and as directed by the Engineer.
END OF SECTION
REVISION OF SECTION 601
FINISHING HARDENED CONCRETE SURFACES
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Section 601 of the Standard Specification is hereby revised as follows
DESCRIPTION
Subsection 601.14 shall be amended to include the following:
This work shall consist of preparing, rolling, spraying retarder, and exposing the sanded concrete surface sand
including all materials, labor, tools and incidentals to obtain an exposed sand finish. The unit cost shall include
the additional work and materials only for exposing the sand finish and shall be paid in addition to the unit cost
for the item installed (i.e., Flatwork 4”, Flatwork 6”, etc.).
MATERIALS
Concrete shall meet the requirements specified in Revision of Section 608 and 609 contained herein. Material
deviations from Revision of Section 608 and 609 shall be submitted and approved by the Engineer.
CHI 027 Surface Treatment or approved equivalent shall be applied to the concrete surface to create the
texture. The Engineer shall specify the depth of penetration of the retarder. Slabs may be sealed in accordance
with the manufacture’s recommendations.
CONSTRUCTION REQUIREMENTS
The Contractor shall have a minimum of five (5) years’ experience exposing the sand finish for cast-in-place
concrete. The Contractor shall submit a list of prior installation locations for review and evaluation for quality
and installation expertise to the Engineer.
The Contractor shall submit samples showing finish, color, and sealer including a color chart, product data, and
equipment data. The slab thickness, jointing, reinforcement (if any), and expansion joint locations shall be
approved by the Engineer.
The Contractor shall place one (1) on-site test section determined by the Engineer to determine surface
consistency.
All concrete work shall be performed by a skilled Craftsman with a minimum of two (2) years’ experience in
exposing the sand finish. A minimum of one qualified Craftsman is required at each finishing operation
requiring exposed sand finish.
The subgrade shall be prepared and forms installed as specified herein. After concrete placement, the Contractor
shall screed the concrete to the finished grade. Exposed sand finish surfaces shall be prepared using a double
drum roller tamp prior to floating. The roller shall provide uniformity during rolling including the surface areas
in the corners of the slab. Deviations from this process must be approved 48 hours prior to scheduled placement
of fresh concrete.
The retarder shall be applied per the manufacturer’s recommendations using an approved sprayer to achieve a
uniform and consistent application rate. Area(s) adjacent to the new installation shall be protected from damage
as required by the Engineer.
At the appropriate time, the concrete paste shall be washed from the surface with a power washer or other
means as approved by the Engineer. The overall texture shall be free from texture deficiencies such as deep or
shallow surface inconsistencies.
Care shall be taken to contain the cement paste when washed from the concrete surface. Wattles or containment
pits shall be required to ensure that no residue runs through the gutter or enters inlets. The method of
containment shall be approved by the Engineer. The paste residue shall be removed from the site and properly
disposed.
After the initial curing period the surface of the slab shall be sealed.
REVISION OF SECTION 601
FINISHING HARDENED CONCRETE SURFACES
Project Specifications - Page 25 of 48
METHOD OF MEASURMENT
Subsection 601.09 shall be amended to include the following:
Concrete placement shall be in accordance with Revision of Section 608 and 609. Concrete materials,
placement, forming, subgrade preparation, including equipment, tools, and labor to install concrete shall not be
included under “Exposed Sand Finish – Up Charge” and shall be paid at the contract unit price for the
corresponding type of installation (i.e., Flatwork 4”, Flatwork 6”, etc.)
“Exposed Sand Finish – Up Charge” shall be measured and paid by the square foot at the contract unit price for
the accepted quantities and shall include labor, materials, and equipment for retarder application, tamp rolling,
exposing the sand finish, storm water protection, and cleanup.
BASIS OF PAYMENT
Subsection 601.20 shall be amended to include the following:
Payment will be made under:
Pay Item Unit
601.01 Exposed Sand Finish – Up Charge Square Foot
The above prices and payments shall include full compensation for furnishing all labor, materials, tools,
equipment, and incidentals and for doing all additional work involved in “Exposed Sand Finish – Up Charge” as
specified in these specifications, as shown on the plans, and as directed by the Engineer.
END OF SECTION
REVISION OF SECTION 604
INLETS AND CULVERTS
Project Specifications - Page 26 of 48
Section 604 of the Standard Specifications is hereby revised as follows:
DESCRIPTION
Subsection 604.01 shall be amended to include the following:
This work shall consist of the installation of, or removal and replacement of inlets, inlet decks, and sidewalk
culverts in accordance with these specifications, and in reasonably close conformity with the lines and grades
shown on the plans or established by the Engineer.
CONSTRUCTION REQUIREMENTS
Subsection 604.04 shall be amended to include the following:
Type R Inlets shall be installed per CDOT M&S Standards, latest revision, standard plan number MS-604-12.
Care shall be taken during removals to salvage hardware material to the maximum extent feasible (i.e.,
frames, grates, adjustable bonnets, angle iron faces, steel rods, etc.). Salvable material shall be reinstalled in the
structure or remain the property of the City of Fort Collins and shall be stockpiled by the Contractor at specified
locations within the project limits. The Contractor shall safeguard salvable materials and shall be responsible for
the expense of repairing or replacing damaged or missing material until it is re-incorporated into the work or is
loaded onto City equipment by the Contractor.
All reinforcing steel encountered during removal shall be replaced with new steel of the grade and size as
shown on the details found herein and shall not be measured and paid for separately.
When concrete is to be removed and replaced around an existing grate without disturbing the deck or basin, this
shall not constitute “Reconstruct Inlet Deck”. These locations shall be measured and paid for separately under
the items described in Revision of Sections 608 and 609.
Expansion joint material shall be installed every 500' in long runs and between the new structure and existing
concrete slabs, where called for, and around fire hydrants, poles, inlets, sidewalk culverts, mid-block ramps,
radius points at intersections, and other fixed objects (i.e., slabs or curbs). Expansion joint material shall be full
depth, installed vertically, and in accordance with the CDOT M&S Standards for Concrete Pavement Joints,
MS-412-1. The joint shall be edged with a suitable edging tool and sealed in accordance with CDOT Section
412.18, sealing joints.
METHOD OF MEASUREMENT
Subsection 604.06 shall be amended to include the following:
Items defined with “Remove & Replace”, for each inlet type and concrete sidewalk culvert, shall be measured
and paid per each under the corresponding type of inlet, shall include two, three and one half foot (3.5)
transitions measured from inside face of box on each side, and shall include furnishing new hardware
material (i.e., bonnet, frame, grate, etc.). “Material Only” items for the corresponding structures shall not be
paid in addition to items designated “Remove & Replace”.
Items defined with “Reconstruct”, for each inlet type shall be measured and paid per each under the
corresponding type of inlet, shall include two three and one half foot (3.5) transitions measured from inside of
face of box on each side, and shall include salvaged hardware material (i.e., bonnet, frame, grate, etc.)
When only the throat (gutter area only, excluding the hood/deck) of the inlet is marked for repair, the
installation shall be measured and paid by the square foot under Revision of Section 608 and 609, “Crosspan
8” – Remove & Replace”.
REVISION OF SECTION 604
INLETS AND CULVERTS
Project Specifications - Page 27 of 48
“Material Only” items shall be paid per each only when existing material for the structure cannot be salvaged,
does not meet current specifications, cannot be provided by the City, or as requested by the Engineer. “Material
Only” shall be paid in addition to the “Reconstruct Inlet Deck” or “Metal Sidewalk Culvert - Salvaged
Material” items for the corresponding structure as directed by the Engineer.
“Material Only” shall not be paid when damage to the existing hardware material was due to construction
operations or carelessness during removal and shall be replaced by the Contractor at the Contractors expense.
The Contractor shall notify the Engineer immediately when issues prevent salvage of the existing material.
“Metal Sidewalk Culvert - Salvaged Material” shall be measured and paid per each and shall include
reinstallation of salvaged hardware material (i.e., frame, grate, etc.). The Contractor shall provide new brass or
galvanized screws for the plate reinstallation.
“Metal Sidewalk Culvert – Salvaged Material” shall be constructed per the standard details contained herein
for Attached Vertical and Drive-Over Curb and Gutter (details D-10, D-11) with the following modifications:
Concrete for the floor beneath the metal plate shall be three (3) feet wide centered beneath the plate. The
subgrade beneath the concrete floor shall be compacted, firm, and non-yielding and have a transition slope
length of one (1) foot beyond the floor on each side (see details D -10 and D-11, sections B-B) and shall be
sloped to match the bottom of the grade for the adjacent or proposed concrete sidewalk. Expansion material
shall be installed full depth and set vertically at the top of the subgrade slope on each side of the chase.
The typical structure length, measured parallel with the sidewalk, shall be five (5) feet with fifteen (15)
inches on each side from the edge of the plate to the expansion material. ‘Metal Sidewalk Culvert’ shall not
include adjacent sidewalk beyond the five (5) feet structure dimension.”
The installation of the plate shall typically be aligned flush with the back of the existing sidewalk and shall
be offset from the vertical plane of the flow line by a minimum of three (3) inches. Dimension variances of
existing plates and offset from the flowline shall be field fit to match existing conditions and shall be
modified as directed by the Engineer. In no case shall the plate extend flush with the vertical plane of the
flow line or be less than four (4) feet when measured perpendicular to the sidewalk.
Hollywood style curb and gutter, an exception to standard installations, shall be installed as directed by the
Engineer and measured and paid as agreed between Contractor and Engineer utilizing existing pricing to the
maximum extent possible.
“Metal Sidewalk Culvert – Material Only” shall be measured and paid per each based on 10.63 square feet
(standard plate size) and shall be paid only when existing material cannot be salvaged, does not meet criteria,
cannot be provided by the City, or as requested by the Engineer. “Material Only” shall be paid in addition to the
“Metal Sidewalk Culvert - Salvaged Plate”.
The standard dimensions shall be two feet six inches (2.5’ measured parallel with sidewalk) by four feet
three inches (4.25’ measured perpendicular to sidewalk), or 10.63 square feet. Actual dimensions may vary
and shall be verified.
“Metal Sidewalk Culvert - Additional 5/8” Plate” shall be measured and paid by the square foot, shall include
the 5/8” thick plate and frame as designated in the drawings contained herein, and shall be the basis to increase
or decrease payment when variances from the typical structure sizes are required. The cost per square foot shall
be used to add or deduct from payment under “Additional Square Foot Plate”. Payment shall be made in
addition to “Metal Sidewalk Culvert – Material Only”.
“Concrete Sidewalk Culvert” shall be constructed per the standard detail contained herein (D-12) with the
following modifications:
The #5 bars shown in Detail D-12, section C-C, shall be extended to the end of the transitions on both sides
REVISION OF SECTION 604
INLETS AND CULVERTS
Project Specifications - Page 28 of 48
of the culvert and shall have three (3) inches of clearance from the expansion material installed at each end
of the culvert. Expansion material shall be full depth and set vertically on each side of the culvert.
When only the throat (gutter area only, excluding the hood/deck)) of an Inlet, Sidewalk Chase, or Concrete
Sidewalk Culvert” is marked for repair, the installation shall be measured and paid by the square foot under
Revision of Section 608 and 609, “Crosspan 8” – Remove & Replace”.
The thickness of the expansion material shall be one half (1/2) inch or three quarter (3/4) inch as directed by the
Engineer. Expansion and caulking shall be measured and paid as “Expansion and Caulking” by the lineal foot
under Revision of Section 608 and 609, “Expansion & Caulking”.
Sawcutting for items contained in this section shall be incidental to the work and shall not be measured and paid
for separately.
Erosion control measures used during sawcutting are considered incidental to all sawcutting operations and
shall not be measured and paid for separately.
BASIS OF PAYMENT
Subsection 604.07 shall be amended to include the following:
Payment shall be made under:
Pay Item Unit
604.01 Type R Inlet – Remove & Replace (5’ Opening, 5’ Max depth) Each
604.03 Type R Inlet – Reconstruct Inlet Deck (5’ Opening) Each
604.05 Type R Inlet – Material Only Each
604.06 Curb Inlet - Remove & Replace (4’ Opening, 5’ Max depth) Each
604.08 Curb Inlet - Reconstruct Inlet Deck (4’ Opening) Each
604.10 Curb Inlet - Material Only Each
604.11 Catch Basin - Remove & Replace (5’ Max depth) Each
604.13 Catch Basin - Reconstruct Inlet Deck Each
604.15 Catch Basin - Material Only Each
604.16 Modified Type 13 Curb Inlet - Remove & Replace (5’ Max depth) Each
604.18 Modified Type 13 Curb Inlet - Reconstruct Inlet Deck Each
604.20 Modified Type 13 Curb Inlet - Material Only Each
604.21 Concrete Sidewalk Culvert - Remove & Replace Each
604.22 Metal Sidewalk Culvert - Salvaged Material Each
604.23 Metal Sidewalk Culvert - Material Only Each
604.24 Metal Sidewalk Culvert - Additional 5/8” Plate Square Foot
The above prices and payments shall include full compensation for furnishing all labor, materials, tools,
REVISION OF SECTION 604
INLETS AND CULVERTS
Project Specifications - Page 29 of 48
equipment, and incidentals and for doing all work involved in Inlets and Culverts, including demolition,
disposal, reinforcement, and materials, complete-in-place, as specified in these specifications, as shown on the
plans, and as directed by the Engineer.
END OF SECTION
REVISION OF SECTION 608 AND 609
SIDEWALKS, CURB AND GUTTER, DRIVE APPROACHES, APRONS, CROSSPANS,
PEDESTRIAN ACCESS RAMPS, FLATWORK, AND CONCRETE PAVEMENT
Project Specifications - Page 30 of 48
Sections 608 and 609 of the Standard Specifications are to be deleted and replaced with the latest revision of the
Larimer County Urban Area Street Standards, except as noted herein:
DESCRIPTION
This work consists of the construction of concrete sidewalks, curb and gutter, drive approaches, aprons,
crosspans, pedestrian access ramps, and concrete pavement in accordance with these specifications and in
conformity with the lines and grades shown on the plans or established by the Engineer.
MATERIALS
The mix designs for all types of concrete to be utilized shall be determined by the Contractor, submitted to the
Engineer two weeks prior to beginning work, and approved a minimum of one week prior to the beginning of
construction.
Cement used shall conform to the Standard Specification for Portland Cement, ASTM C 150-85, AASHTO
M85, Type I, Type I/II, or Type III.
The air content shall be four (4) percent to seven (7) percent.
“High Early” concrete shall be used for all concrete repair locations. “High Early” concrete shall have a
specified compressive strength of 4000 psi and a minimum 48 hour compressive strength of 3000 psi. The
concrete shall have a maximum water/cement ratio of 0.45. The type of concrete placed at a particular location
may be modified by the Engineer but shall not have less than the minimum required compressive strength
specified herein and shall be approved by the Engineer. See Section 10.5.2 ‘Rigid Pavement Design’ and
Section 22.5.6 ‘Portland Cement Concrete Pavement’, in the “Larimer County Urban Area Street Standards for
Street Construction”. Water Reducing Agents shall conform to ASTM C 494-82.
Accelerating Agents shall conform to ASTM C 494-82. Calcium Chloride shall not be utilized as an
accelerating agent.
The Contractor shall furnish a load slip containing the information required by AASHTO M157, Section 13,
Subsection 13.1 and 13.2, with each batch of concrete. In addition, the type of concrete (mix code) shall be
shown on each load slip and a copy of the batch weights shall accompany each concrete ticket. Concrete
delivered without a load slip containing complete information as specified will be subject to rejection.
Curing materials shall be white pigmented liquid linseed oil based or paraffin based curing compound, and shall
conform to ASTM Specification C 309-81 Type II, Class B. The application rate for curing compound shall be
150 sq. ft./gal. The curing compound shall be applied immediately upon completion of the finishing in a
uniform pattern resulting in complete coverage of the area. Curing compound shall also be sprayed on the
concrete surfaces after removal of the forms (back of curb and toe face of gutter).
CONSTRUCTION REQUIREMENTS
“Remove and Haul Fillet” shall be defined as concrete or asphalt installed in the flow line of the gutter and shall
be paid per each. Care shall be taken during removal of fillets to protect the existing concrete sidewalk and
gutter from damage. Any damage to the existing concrete shall be repaired or replaced at the Contractors
expense.
Monolithic hybrids of curb, gutter, sidewalk and highback vertical curb and gutter will be replaced using the
same configuration as it was originally installed, unless a flaw in its engineering should become apparent. In
these cases the design may be modified by the Engineer.
The finished exposed surface and edging of the concrete shall have a broomed finish. Smooth surfaces around
the perimeter of the adjoining concrete shall not be matched unless directed by the Engineer.
REVISION OF SECTIONS 608 AND 609
SIDEWALKS, CURB AND GUTTER, DRIVE APPROACHES, APRONS, CROSSPANS,
PEDESTRIAN ACCESS RAMPS, FLATWORK, AND CONCRETE PAVEMENT
Project Specifications - Page 31 of 48
All newly installed concrete shall be date stamped by the Contractor. If the installation is larger than one
concrete section, only one stamp per area of installation shall be required. The stamp shall include the
Contractor’s name and year of installation. The concrete shall be stamped at the appropriate curing time so the
Contractor’s name and year of installation are clearly legible. Typically, the stamp shall be installed at the back
edge of the sidewalk, on the right hand side when viewing the installation from the street, or as directed by the
Engineer.
The maximum spacing for transverse joints in crosspans, concrete pavement, and sidewalk shall be ten (10) feet
or as directed by the Engineer. All concrete control joints shall be tooled to one quarter (1/4) of the concrete
thickness or as directed by the Engineer.
All construction joints for crosspans and/or aprons adjacent to new or existing concrete shall be constructed in
accordance with the detail for "Concrete Construction Joints" contained herein. This item will not be measured
or paid for separately under the terms of this contract.
Forms shall be installed at the full depth of the concrete placement. The Contractor shall be responsible for the
protection of the subgrade and/or base course until the concrete is placed.
The Contractor shall protect the concrete against moisture loss, rapid temperature change, rain, flowing water,
mechanical injury, pedestrian and vehicular traffic, and Contractor's equipment for a minimum of 36 hours
after the placement of curing compound for 48 hour high early concrete. Asphalt patching against fresh concrete
shall not be permitted during the time frames for protection of the concrete.
The Contractor shall not sprinkle water on the surface of the newly placed concrete to assist with finishing. The
use of a finishing aide may be approved on a limited case by case basis only when the material to be used has
been submitted to the Engineer for approval prior to use in the field.
Concrete blankets shall be used when the ambient temperature is expected to fall to 32ºF or below within 36
hours after placement and shall remain in place for a minimum period of 36 hours for 48 hour high early
concrete. This item will not be measured or paid for separately under the terms of the contract.
The debris immediately adjacent to a concrete repair location shall be completely cleaned up on the work day
following the placement of the concrete. If required, the concrete shall be protected as stated above. Any
damage caused during the cleanup process shall be the Contractor's responsibility.
In locations where concrete pavement is replaced, the new pavement shall have a minimum thickness of eight
(8) inches. Existing pavement shall be saw cut to obtain a straight and neat edge for paving and shall be deep
enough to cut through the entire pavement thickness. The subgrade plane shall not vary more than one half (1/2)
inch in ten (10) feet. All concrete pavement joints shall be sealed with an asphalt filler compound, or approved
equal, in accordance with the detail for “Concrete Pavement Joints” contained herein or as directed by the
Engineer. The cost for joint sealing shall be included in the contract unit price for “Concrete Pavement 8”-
Remove & Replace.”
The top of the new pavement shall be even with the existing concrete pavement and the newly installed
concrete shall be consolidated with a mechanical vibrator.
All construction joints shall be doweled except for expansion joints, joints along existing curb and gutter,
and contraction joints, in accordance with the detail for “Concrete Pavement Joints” contained herein. In
addition, dowels shall be 16” smooth epoxy coated #5 bars. The dowels shall be eighteen (18) inches in
length. The drilled holes shall be eight (8) inches deep and spaced at twelve (12) inches on center. The holes
may be drilled so the rebar fits snuggly or installed using a concrete adhesive. Dowel bars for adjacent
panels shall be coated entirely with a bond breaking material approved by the Engineer.
When a batch of concrete delivered to the site does not conform to the minimum specified air content, an air
entraining admixture shall not be allowed to be added on site.
REVISION OF SECTIONS 608 AND 609
SIDEWALKS, CURB AND GUTTER, DRIVE APPROACHES, APRONS, CROSSPANS,
PEDESTRIAN ACCESS RAMPS, FLATWORK, AND CONCRETE PAVEMENT
Project Specifications - Page 32 of 48
Restoration of landscape shall be in accordance with Revision of Section 107, “Safety and Protection and
Restoration of Property and Landscape" found herein. The time frame for restoration shall be within two (2)
working days from the time the concrete was placed for backfill with topsoil and by no later than the end of
the first working day of the following week for sod replacement.
Concrete washout/truck washout areas shall be contained in such a manner that no visual evidence of cement or
aggregate spoils remain on the site. In addition, direct washout to curb and gutter flow lines or inlet structures
is prohibited. Washout may be accomplished by use of an identified off-site location or a designated spoil/base
pile (see Section 208 Erosion Control and Inlet Protection), and shall include the placement of a Stormwater
Protection Device on the downstream side of the washout area. Methods shall be submitted and approved by
the Engineer.
Flagstone sidewalk, brick pavers and trolley roadbed bricks shall be salvaged to the maximum extent feasible.
All flagstones, pavers, and bricks shall become the property of the City of Fort Collins. Flagstones shall be
hauled by the Contractor and delivered to the City’s site located at 1500 Hoffman Mill Road. Loading,
unloading, and hauling shall not be measured and paid for separately but shall be included in “Remove
Concrete”.
In areas where the Engineer directs the re-setting of flagstone, the existing flagstone shall be salvaged and reset
on a compacted base. The elevation of the flagstone shall match as closely as possible the surface treatment of
the surrounding area.
METHOD OF MEASUREMENT
Sawcutting related to the items in this section shall be considered a subsidiary obligation of the Contractor, and
shall not be measured or paid for separately. Erosion control measures used during sawcutting shall be
considered incidental and shall not be measured or paid for separately.
“Remove Concrete” shall include removal and disposal or salvage of existing asphalt, concrete, or flagstone.
This item shall be paid where the Engineer directs removal only, and removal is not already being paid under
another item.
“Apron 8” shall be paid by the square foot and, when installed on a radius, shall include the area from the back
of the curb to the apron legs and from point of curvature to point of curvature. The area of an Apron shall be
calculated as follows (see diagram below):
REVISION OF SECTIONS 608 AND 609
SIDEWALKS, CURB AND GUTTER, DRIVE APPROACHES, APRONS, CROSSPANS,
PEDESTRIAN ACCESS RAMPS, FLATWORK, AND CONCRETE PAVEMENT
Project Specifications - Page 33 of 48
((A*C) - (π (A-B) (C-D)/4))
“Barrier Curb 12” shall be paid by the lineal foot and shall be modified from drawing 703 as follows:
Two #4 deformed bars shall be doweled horizontally into the adjacent curb.
#4 bars shall run continuously and be installed at four (4) inches on center, measured from the top of the
curb.
Curb reveal shall typically be six (6) inches measured from top of curb or as directed by the Engineer.
“Pedestrian Access Ramp” shall be measured by the square foot and shall include the area between the back of
the curb and both points of curvature, if on the radius, or the top of transition if mid-block.
“Pedestrian Access Ramp Highback Curb” shall be measured by the square foot. The length shall be measured
from the back of the curb to the top of the transition at the back of the ramp, and the width shall be measured at
the midpoint.
All Pedestrian Access Ramps shall be placed in accordance with the details contained herein. Ramp items
shall include all labor, materials (except truncated domes), equipment and incidentals, saw-cutting, removal,
haul, and disposal, and for doing all work involved in removal and replacement of pedestrian access ramps.
“Truncated Dome Panels” shall be paid by the square foot, placed in all pedestrian access ramps, and shall be
paid in addition to “Pedestrian Access Ramp” or “Pedestrian Access Ramp Highback Curb”. This item shall
include all labor, materials, and surface preparation to supply and place the panels at pedestrian access ramps.
Truncated dome panels shall be cast iron, and shall meet all American with Disabilities Act (ADA)
requirements. The type of truncated dome panels to be used shall be submitted to the Engineer for approval
prior to installation. Dome panels shall be placed at the same time as the initial ramp placement. There shall be
no voids beneath the bottom of the dome panels and the concrete.
“Colored Concrete San Diego Buff – Upcharge” shall include the additional cost for the color additive only and
shall be measured and paid by the square foot in addition to the corresponding item installed (i.e., Flatwork 6”,
Splashblock 4”).
“Alley Approach 8” shall be measured by the square foot from the lip of the gutter (if the gutter has been
removed) to the back of the sidewalk and the width shall be measured at the midpoint.
“Expansion and Caulking” shall be measured and paid by the lineal foot. The thickness shall be one half (1/2)
inch or three quarter (3/4) inch minimum, depending on the installation location, and be installed every 500' in
A
C
B
D
REVISION OF SECTIONS 608 AND 609
SIDEWALKS, CURB AND GUTTER, DRIVE APPROACHES, APRONS, CROSSPANS,
PEDESTRIAN ACCESS RAMPS, FLATWORK, AND CONCRETE PAVEMENT
Project Specifications - Page 34 of 48
long runs and between new structure slabs, existing concrete slabs, and around fire hydrants, poles, inlets,
sidewalk under-drains, mid-block ramps, radius points at intersections, and other fixed objects (i.e. ends of
sidewalk slabs and curbs), as directed by the Engineer.
Expansion joint material shall be full depth, set vertically, and installed in accordance with the CDOT M&S
Standards for Concrete Pavement Joints. The joint shall be edged with a suitable edging tool and sealed in
accordance with CDOT Section 412.18.
Sealant shall be installed over the entire length of the expansion material, from the curb lip to the back of
sidewalk, or as directed by the Engineer, and in accordance with the CDOT M&S Standards for Concrete
Pavement Joints.
“Exposed Aggregate – Up Charge” shall include only the additional cost for exposing the aggregate including
labor, water, other incidentals, and clean up related to exposing the surface aggregate and shall be measured and
paid by the square foot in addition to the corresponding item installed. (i.e., Flatwork 6”, Splashblock 4”).
“Reset Flagstone” shall be measured and paid by the square foot of re-set area in addition to “Remove
Concrete”. Material for leveling, moisture conditioning, and labor for installation and compaction shall not be
paid separately.
“Haul & Dispose Concrete with Wire/Rebar” shall be paid for separately by the ton only when the Hoffman
Mill site does not accept concrete containing wire and/or rebar. Weight slips shall be required for each load
transported to any locations other than Hoffman Mill.
“Exposed Sand Finish – Up Charge” shall be measured and paid by the square foot for the accepted quantities
and shall include retarder material and application, tamp rolling, and exposing the sand finish, including
retarding, sealer, equipment, labor, storm water protection, and cleanup.
“Asphalt Pavement Preservation” shall be measured and paid by the lineal foot along concrete gutter, drainage
pans and aprons that were replaced with the project The Engineer shall assess the asphalt condition and
determine the required removal. This item shall only be paid when the concrete removal can be accomplished
without damage requiring permanent patching to the existing asphalt along the concrete toe base on the
Engineers judgment. This item is provided as incentive to preserve the existing asphalt and provide
compensation for additional costs that may be associated with the removal and restoration of the landscaping.
Pay items followed by “Remove & Replace” shall include all labor, materials, tools, equipment, and incidentals,
and all work involved in the removal and installation, complete-in-place, including sawcutting, hauling,
disposal, etc.
BASIS OF PAYMENT
Subsection 608.06 shall be amended to include the following:
Payment shall be made under:
Pay Item Unit
608.01 Remove Concrete Square Foot
608.02 Remove and Haul Fillet Each
608.03 Apron 8” - Remove & Replace Square Foot
608.04 Crosspan 8” - Remove & Replace Square Foot
608.05 Driveover Curb, Gutter, and 6” Sidewalk - Remove & Replace Lineal Foot
REVISION OF SECTIONS 608 AND 609
SIDEWALKS, CURB AND GUTTER, DRIVE APPROACHES, APRONS, CROSSPANS,
PEDESTRIAN ACCESS RAMPS, FLATWORK, AND CONCRETE PAVEMENT
Project Specifications - Page 35 of 48
608.06 Driveover Curb, Gutter, No Sidewalk - Remove & Replace Lineal Foot
608.07 Vertical Curb, Gutter, and 6” Sidewalk - Remove & Replace Lineal Foot
608.08 Vertical Curb, Gutter, No Sidewalk - Remove & Replace Lineal Foot
608.09 Vertical Outfall Curb, Gutter - Remove & Replace Lineal Foot
608.10 Barrier Curb 12” – Remove & Replace Lineal Foot
608.11 Hollywood Curb, Gutter, and 6” Sidewalk - Remove & Replace Lineal Foot
608.12 Hollywood Curb, Gutter, No Sidewalk - Remove & Replace Lineal Foot
608.13 Highback Curb, Gutter, No Sidewalk - Remove & Replace Lineal Foot
608.14 Pedestrian Access Ramp - Remove & Replace Square Foot
608.15 Pedestrian Access Ramp Highback Curb – Remove & Replace Square Foot
608.16 Truncated Dome Panel Square Foot
608.17 Flatwork 4” - Remove & Replace Square Foot
608.18 Flatwork 6” - Remove & Replace Square Foot
608.19 Replace Flatwork – 1” Additional Depth Square Foot
608.20 Colored Concrete 4” San Diego Buff – Up Charge Square Foot
608.21 4’ Valley Pan 6" – Remove & Replace Square Foot
608.22 Concrete Pavement 8” - Remove & Replace Square Foot
608.23 Alley Approach 8” - Remove & Replace Square Foot
608.24 Expansion & Caulking Lineal Foot
608.25 Splashblock 4” – Remove & Replace Square Foot
608.26 Exposed Aggregate 4” – Up Charge Square Foot
608.27 Reset Flagstone Square Foot
608.28 Haul & Dispose Concrete with Wire/Rebar Ton
608.29 Asphalt Pavement Preservation Lineal Foot
The above prices and payments shall include full compensation for furnishing all labor, materials, tools,
equipment, and incidentals, and for doing all work involved in Sidewalks, Curb and Gutter, Drive Approaches,
Aprons, Crosspans, Pedestrian Access Ramps, Flatwork, and Concrete Pavement including sawcutting, removal,
haul and disposal, finish grading, materials, 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 623
IRRIGATION SYSTEM
Project Specifications - Page 36 of 48
Section 623 of the Standard Specifications is herby revised as follows:
DESCRIPTION
Subsection 623.01 shall be amended to include the following:
This work shall consist of furnishing and installing irrigation sleeves beneath the new concrete.
MATERIALS
Subsection 623.02 shall be revised as follows:
The irrigation sleeve shall be three (3) inch diameter PVC pipe, schedule 40.
REQUIREMENTS
Subsection 623.14 shall be amended to include the following:
The irrigation sleeve shall be installed to a minimum depth of four (4) inches below finished subgrade.
Backfill over pipe shall be compacted prior to concrete placement.
A survey stake shall be installed at the ends of each sleeve, marked “Irrigation Sleeve”, and painted blue. The
stake shall be installed at a height that will not create a pedestrian or maintenance hazard as approved by the
Engineer.
METHOD OF MEASUREMENT
Subsection 623.32 shall be amended to include the following:
“Irrigation Sleeve” shall be paid for by the lineal foot complete-in-place.
BASIS OF PAYMENT
Subsection 623.33 shall be amended to include the following:
Payment shall be made under:
Pay item Unit
623.01 Irrigation Sleeve – Three (3”) inch PVC Lineal Foot
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 installing the three (3”) inch irrigation sleeve,
including excavation, installation, compaction of backfill, haul and disposal, as shown on the plans, as specified
in these specifications, and as directed by the Engineer.
END OF SECTION
REVISION OF SECTION 627
PAVEMENT MARKINGS
Project Specifications - Page 37 of 48
Section 627 of the Standard Specifications is herby revised as follows:
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
Project Specifications - Page 38 of 48
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
Project Specifications - Page 39 of 48
Section 630 of the Standard Specifications is hereby revised as follows:
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 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 afore 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
REVISION OF SECTION 630
CONSTRUCTION ZONE TRAFFIC CONTROL
Project Specifications - Page 40 of 48
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 (i.e. limits on
lawn watering during concrete placement, etc.), 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). Hand drawn
plans shall NOT be accepted.
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 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.
REVISION OF SECTION 630
CONSTRUCTION ZONE TRAFFIC CONTROL
Project Specifications - Page 41 of 48
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 (i.e., closure for a crosspan repair) 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
Project Specifications - Page 42 of 48
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
Project Specifications - Page 43 of 48
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
Project Specifications - Page 44 of 48
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.
TRAFFIC CONTROL MANAGEMENT
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
REVISION OF SECTION 630
CONSTRUCTION ZONE TRAFFIC CONTROL
Project Specifications - Page 45 of 48
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.
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
REVISION OF SECTION 630
CONSTRUCTION ZONE TRAFFIC CONTROL
Project Specifications - Page 46 of 48
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.
“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
REVISION OF SECTION 630
CONSTRUCTION ZONE TRAFFIC CONTROL
Project Specifications - Page 47 of 48
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.
A Traffic Control Ratio shall be determined for use in adding traffic control work from the contract. The
Traffic Control Ratio shall consist of Item 630.20, Traffic Control, divided by the Contract Total less items
630.20, 630.30, 630.40, 630.50 Traffic Control items .
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
Project Specifications - Page 48 of 48
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 removal and/or installation of concrete curbs, gutters, sidewalks, crosspans, aprons, drive approaches
pedestrian access ramps, flatwork, and concrete pavements and placement of temporary asphalt patching adjacent to new concrete,
on designated streets in the City of Fort Collins. Specific locations are described herein; however, additional quantities are included
in the Bid Schedule for locations not yet identified at the time of the bid.
All quantities stipulated in the Bid Schedule at unit prices are approximate and are to be used only as a basis for estimating the
probable cost of the Work and for the purpose of comparing the bids submitted to the Work. The basis of payment shall be the
actual amount of materials furnished and Work done.
Contractor agrees that he will make no claim for damages, anticipated profits, or otherwise on account of any difference between the
amount of Work actually performed and materials actually furnished and the estimated amount therefor.
Row Labels
Sum of 202.01~SAWCUTTING 4"
Sum of 202.02~SAWCUTTING-
ADDITIONAL DEPTH
Sum of 203.01~GENERAL
EXCAVATION
Sum of 203.02~BORROW
Sum of 208.01~STORMWATER
PROTECTION 9-10" WATTLE
Sum of 208.02~STORMWATER
PROTECTION 9-25" WATTLE
Sum of 208.30~Straw Bales
Sum of 212.01~SOD
Sum of
212.02~LANDSCAPE/IRRIGATION
LABOR
Sum of 304.01~AGGREGATE BASE
COURSE
Sum of 403.01~TEMPORARY
PATCHING
Sum of 604.01~TYPE R INLET
REMOVE REPLACE 5 FT
AUTOMATION WY 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 40.22 5.29 0.00
BUCKINGHAM 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 56.89 4.97 0.00
CHAPARRAL 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 58.26 5.05 0.00
CORBETT 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.20 1.01 0.00
COVENTRY 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 20.77 1.52 0.00
GM BUISINESS PARK 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 30.70 2.24 0.00
HORSETOOTH 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 31.12 2.52 0.00
LANDINGS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 21.24 2.52 0.00
MARTINEZ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 188.98 15.61 0.00
REDWOOD MEADOW 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 34.50 3.33 0.00
S SHIELDS 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 41.31 2.80 0.00
SOUTHRIDGE GREENS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 11.07 1.14 0.00
WHALERS WAY 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 109.29 9.25 0.00
WHEDBEE 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 30.34 0.22 0.00
Grand Total 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 680.88 57.45 0.00
Row Labels
AUTOMATION WY
BUCKINGHAM
CHAPARRAL
CORBETT
COVENTRY
GM BUISINESS PARK
HORSETOOTH 1
LANDINGS
MARTINEZ
REDWOOD MEADOW
S SHIELDS 1
SOUTHRIDGE GREENS
WHALERS WAY
WHEDBEE
Grand Total
Sum of 604.02~Type R Inlet-Remove &
Replace Add. 1 Depth
Sum of 604.03~Type R Inlet- Recon.
Inlet Deck 5 ft Open
Sum of 604.04~Type R Inlet- Recon.
Inlet Deck Add. 1ft Op
Sum of 604.05~Type R Inlet- Materials
Only
Sum of 604.06~Curb Inlet- Remove &
Replace 4ft Opening
Sum of 604.07~Curb Inlet-Remove &
Replace Add. 1ft Depth
Sum of 604.08~Curb Inlet- REcon. Inlet
Deck 4ft Opening
Sum of 604.09~Curb Inlet- Recon. Inlet
Deck Add 1ft Openi
Sum of 604.10~Curb Inlet- Recon Inlet
Deck- Material Only
Sum of 604.11~Catch Basin-Remove &
Replace
Sum of 604.12~Catch Basin- Remove &
Replace Add. 1ft Dept
Sum of 604.13~Catch Basin-
Reconstruct Inlet Deck
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 5.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00
Row Labels
AUTOMATION WY
BUCKINGHAM
CHAPARRAL
CORBETT
COVENTRY
GM BUISINESS PARK
HORSETOOTH 1
LANDINGS
MARTINEZ
REDWOOD MEADOW
S SHIELDS 1
SOUTHRIDGE GREENS
WHALERS WAY
WHEDBEE
Grand Total
Sum of 604.14~Catch Basin-Recon.
Inlet Deck Add. 1ft Open
Sum of 604.15~Catch Basin-Material
Only
Sum of 604.16~Modified Type 13 Curb
Inlet- R&R
Sum of 604.17~Modified Type 13 Inlet-
R&R Add. 1ft Depth
Sum of 604.18~Modified Type 13 Curb
Inlet-Recon. Inlet De
Sum of 604.19~Modified Type 13 Curb
Inlet-Recon. Deck 1ft
Sum of 604.20~Modified Type 13 Curb
Inlet- Material Only
Sum of 604.21~Concrete Sidewalk
Culvert- Remove & Replace
Sum of 604.22~Metal Sidewalk Culvert-
Salvaged Material
Sum of 604.23~Metal Sidewalk-Material
Only
Sum of 604.24~Metal Sidewalk Culvert-
Add. 5/8in. Plate
Sum of 608.01~REMOVE CONCRETE
Sum of 608.02~REMOVE AND HAUL
FILLETS
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 96.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 2.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 2.00 0.00 0.00 1.00 5.00 2.00 0.00 96.00 0.00
Row Labels
AUTOMATION WY
BUCKINGHAM
CHAPARRAL
CORBETT
COVENTRY
GM BUISINESS PARK
HORSETOOTH 1
LANDINGS
MARTINEZ
REDWOOD MEADOW
S SHIELDS 1
SOUTHRIDGE GREENS
WHALERS WAY
WHEDBEE
Grand Total
Sum of 608.03~APRON 8" R&R
Sum of 608.04~CROSSPAN 8" R&R
Sum of 608.05~DRIVEOVEER
CURB,GUTTER&6"SIDEWALK R&R
Sum of 608.06~DRIVEOVEER
CURB,GUTTER NO SIDEWALK R&R
Sum of 608.07~VERTICAL
CURB,GUTTER&6"SIDEWALK R&R
Sum of 608.08~VERTICAL
CURB,GUTTER NO SIDEWALK R&R
Sum of 608.09~VERTICAL OUTFALL
CURB,GUTTER R&R
Sum of 608.10~BARRIER CURB 12"
R&R
Sum of 608.11~HOLLYWOOD CURB,
GUTTER 6" SW R&R
Sum of 608.12~HOLLYWOOD CURB,
GUTTER NO SW R&R
281.18 48.00 0.00 44.00 85.00 251.00 25.00 0.00 0.00 0.00
0.00 0.00 425.00 173.00 0.00 75.00 0.00 0.00 0.00 0.00
227.59 60.00 667.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
121.00 0.00 0.00 0.00 0.00 21.00 0.00 0.00 0.00 0.00
0.00 0.00 167.00 0.00 8.00 45.00 0.00 0.00 0.00 0.00
0.00 432.00 30.00 0.00 51.00 136.00 0.00 0.00 0.00 0.00
356.82 102.00 0.00 10.00 0.00 145.00 0.00 0.00 0.00 0.00
76.00 0.00 208.00 32.00 0.00 20.00 0.00 0.00 0.00 0.00
0.00 486.00 0.00 0.00 0.00 1548.00 0.00 0.00 0.00 0.00
796.42 210.00 197.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 11.00 317.00 107.00 0.00 0.00 0.00
0.00 96.00 104.00 0.00 0.00 20.00 0.00 0.00 0.00 0.00
199.76 60.00 1305.00 43.00 0.00 10.00 0.00 7.00 0.00 0.00
0.00 0.00 0.00 0.00 4.00 0.00 0.00 0.00 0.00 7.00
2058.77 1494.00 3103.00 302.00 159.00 2588.00 132.00 7.00 0.00 7.00
Row Labels
AUTOMATION WY
BUCKINGHAM
CHAPARRAL
CORBETT
COVENTRY
GM BUISINESS PARK
HORSETOOTH 1
LANDINGS
MARTINEZ
REDWOOD MEADOW
S SHIELDS 1
SOUTHRIDGE GREENS
WHALERS WAY
WHEDBEE
Grand Total
Sum of 608.13~HIGHBACK CURB,
GUTTER NO SW R&R
Sum of 608.14~PEDESTRIAN ACCESS
RAMP R&R
Sum of 608.15~PEDESTRIAN ACCESS
RAMP HIGHBACK R&R
Sum of 608.16~TRUNCATED DOME
PANEL
Sum of 608.17~4" Flatwork R&R
Sum of 608.18~FLATWORK 6" R&R
Sum of 608.19~REPLACE FLATWORK
1" ADDITIONAL DEPTH
Sum of 608.20~COLORED CONCRETE
4" SD BUFF-UP CHARGE
Sum of 608.21~4 FT VALLEY PAN 6"
R&R
Sum of 608.22~CONCRETE
PAVEMENT 8" R&R
0.00 351.00 0.00 28.00 0.00 477.00 0.00 0.00 0.00 0.00
0.00 728.00 0.00 56.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 144.00 0.00 8.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 191.00 0.00 0.00 0.00 0.00
0.00 144.00 0.00 8.00 0.00 305.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 648.00 0.00 0.00 0.00 0.00
0.00 270.00 0.00 24.00 0.00 1429.00 0.00 0.00 0.00 0.00
0.00 177.50 0.00 8.00 0.00 0.00 0.00 0.00 0.00 0.00
532.00 0.00 0.00 0.00 0.00 5766.00 0.00 0.00 0.00 0.00
0.00 535.50 0.00 32.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 2355.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 20.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 60.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 2155.00 0.00 0.00 0.00 0.00
532.00 2350.00 0.00 164.00 0.00 13406.00 0.00 0.00 0.00 0.00
Row Labels
AUTOMATION WY
BUCKINGHAM
CHAPARRAL
CORBETT
COVENTRY
GM BUISINESS PARK
HORSETOOTH 1
LANDINGS
MARTINEZ
REDWOOD MEADOW
S SHIELDS 1
SOUTHRIDGE GREENS
WHALERS WAY
WHEDBEE
Grand Total
Sum of 608.23~ALLEY APPROACH 8"
R&R
Sum of 608.24~EXPANSION &
CALKING
Sum of 608.25~SPLASHBLOCK 4"
Sum of 608.26~EXPOSED
AGGREGATE 4" UP CHARGE
Sum of 608.27~RESET FLAGSTONE
Sum of 608.28~HAUL & DISPOSE
CONCRETE W/WIRE
Sum of 623.01~IRRIGATION SLEEVING
3" PVC IN PLACE
Sum of 630.01R~Traffic Control Arterial
Streets
Sum of 630.02R~Traffic Control
Collector Streets
Sum of 630.03R~Traffic Control
Residential Streets
Sum of 630.04R~Additional Variable
Message Boards
Sum of 630.05R~Additional Flagging
802.00 17.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
530.00 75.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 26.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
143.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 28.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
565.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 24.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 13.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
3714.00 0.00 0.00 0.00 30.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 78.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
64.00 14.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 62.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
289.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
6107.00 337.00 0.00 0.00 30.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
2013 Phase 2 Summary Sheet
Concrete Items - Laporte Ave - Taft W to City Limits
ITEM NO. DESCRIPTION UNIT QUANITY
202.01 Sawcutting 4" L.F. 0.00
202.02 Sawcutting - Additional Inch Depth LF/ IN. 0.00
203.01 General Excavation CY 0.00
203.02 Borrow TON 0.00
212.01 Sod SF 0.00
212.02 Landscape/Irrigation Labor HR 0.00
304.01 Aggregate Base Course TON 0.00
403.01 Temporary Patching TON 0.00
604.01 Type R Inlet - Remove & Replace (4' Opening) EA 0.00
604.02 Type R Inlet - Reconstruct Deck (4' Opening) EA 0.00
604.03 Type R Inlet - Reconstruct Deck Additional Foot Opening LF 0.00
604.04 Catch Basin Inlet - Remove & Replace EA 0.00
604.05 Catch Basin Inlet - Reconstruct Deck EA 0.00
604.06 Catch Basin - Reconstruct Deck Additional Foot Opening LF 0.00
604.07 Modified Type 13 Curb Inlet - Remove & Replace EA 0.00
604.08 Modified Type 13 Curb Inlet - Reconstruct Deck EA 0.00
604.09 Modified Type 13 Curb Inlet - Materials Only EA 0.00
604.10 Concrete Sidewalk Culvert - Remove & Replace EA 0.00
604.11 Metal Sidewalk Culvert 5/8" Plate - Remove & Replace EA 0.00
604.12 Additional Square Foot of 5/8" Plate SF 0.00
608.01 Remove Concrete SF 0.00
608.02 Remove and Haul Fillets EA 0.00
608.03 Apron 8" - Remove & Replace SF 150.00
608.04 Crosspan - 8" Remove & Replace SF 0.00
608.05 Driveover Curb, Gutter & 6" Sidewalk - Remove & Replace LF 0.00
608.06 Driveover Curb & Gutter - No Sidewalk - Remove & Replace LF 0.00
608.07 Vertical Curb, Gutter & 6" Sidewalk - Remove & Replace LF 98.00
608.08 Vertical Curb & Gutter - No Sidewalk - Remove & Replace LF 413.00
608.09 Vertical Outfall Curb & Gutter - Remove & Replace LF 0.00
608.10 Barrier Curb 12" - Remove & Replace LF 0.00
608.11 Hollywood Curb, Gutter & 6" Sidewalk - Remove & Replace LF 0.00
608.12 Hollywood Curb & Gutter - No Sidewalk - Remove & Replace LF 0.00
608.13 Highback Curb & Gutter - No Sidewalk - Remove & Replace LF 0.00
608.14 Pedestrian Access Ramp - Remove & Replace SF 232.00
608.15 Pedestrian Access Ramp - Highback - Remove & Replace SF 0.00
608.16 Truncated Dome Panel SF 24.00
608.17 Flatwork 4" - Remove & Replace SF 0.00
608.18 Flatwork 6" - Remove & Replace SF 120.00
608.19 Replace Flatwork - 1" Additional Depth SF 0.00
608.20 Colored Concrete 4" San Diego Buff - Up Charge SF 0.00
608.21 4' Valley Pan (6") - Remove & Replace SF 0.00
608.22 Concrete Pavement 8" - Remove & Replace SF 0.00
608.23 Alley Approach 8" - Remove & Replace SF 0.00
608.24 Expansion & Caulking LF 12.00
608.25 Splashblock 4" SF 0.00
608.26 Exposed Aggregate 4" - Up Charge SF 0.00
608.27 Reset Flagstone SF 0.00
623.01 Irrigation Sleeving 3" PVC - Complete In Place LF 0.00
2013 Phase 2 Summary Sheet
Concrete Items - Overland Trail - Mulberry to Drake Rd
ITEM NO. DESCRIPTION UNIT QUANTITY
202.01 Sawcutting 4" L.F. 0.00
202.02 Sawcutting - Additional Inch Depth LF/ IN. 0.00
203.01 General Excavation CY 0.00
203.02 Borrow TON 0.00
208.01 Stormwater Protection - 9"x10' Wattle EA 0.00
208.02 Stormwater Protection - 9"x25' Wattle EA 0.00
212.01 Sod SF 0.00
212.02 Landscape/Irrigation Labor HR 0.00
304.07 Aggregate Base Course TON 0.00
403.05 Temporary Patching TON 0.00
604.01 Type R Inlet - Remove & Replace (4' Opening) EA 0.00
604.02 Type R Inlet - Reconstruct Deck (4' Opening) EA 0.00
604.03 Type R Inlet - Reconstruct Deck Additional Foot Opening LF 0.00
604.04 Catch Basin Inlet - Remove & Replace EA 0.00
604.05 Catch Basin Inlet - Reconstruct Deck EA 1.00
604.06 Catch Basin - Reconstruct Deck Additional Foot Opening LF 0.00
604.07 Modified Type 13 Curb Inlet - Remove & Replace EA 0.00
604.08 Modified Type 13 Curb Inlet - Reconstruct Deck EA 0.00
604.09 Modified Type 13 Curb Inlet - Materials Only EA 0.00
604.10 Concrete Sidewalk Culvert - Remove & Replace EA 0.00
604.11 Metal Sidewalk Culvert 5/8" Plate - Remove & Replace EA 0.00
604.12 Additional Square Foot of 5/8" Plate SF 0.00
608.01 Remove Concrete SF 0.00
608.02 Remove and Haul Fillets EA 0.00
608.03 Apron 8" - Remove & Replace SF 347.00
608.04 Crosspan - 8" Remove & Replace SF 347.00
608.05 Driveover Curb, Gutter & 6" Sidewalk - Remove & Replace LF 0.00
608.06 Driveover Curb & Gutter - No Sidewalk - Remove & Replace LF 118.00
608.07 Vertical Curb, Gutter & 6" Sidewalk - Remove & Replace LF 166.00
608.08 Vertical Curb & Gutter - No Sidewalk - Remove & Replace LF 243.00
608.09 Vertical Outfall Curb & Gutter - Remove & Replace LF 0.00
608.10 Barrier Curb 12" - Remove & Replace LF 0.00
608.11 Hollywood Curb, Gutter & 6" Sidewalk - Remove & Replace LF 6.00
608.12 Hollywood Curb & Gutter - No Sidewalk - Remove & Replace LF 0.00
608.13 Highback Curb & Gutter - No Sidewalk - Remove & Replace LF 0.00
608.14 Pedestrian Access Ramp - Remove & Replace SF 491.00
608.15 Pedestrian Access Ramp - Highback - Remove & Replace SF 0.00
608.16 Truncated Dome Panel SF 36.00
608.17 Flatwork 4" - Remove & Replace SF 0.00
608.18 Flatwork 6" - Remove & Replace SF 1683.00
608.19 Replace Flatwork - 1" Additional Depth SF 1635.00
608.20 Colored Concrete 4" San Diego Buff - Up Charge SF 0.00
608.21 4' Valley Pan (6") - Remove & Replace SF 0.00
608.22 Concrete Pavement 8" - Remove & Replace SF 0.00
608.23 Alley Approach 8" - Remove & Replace SF 0.00
608.24 Expansion & Caulking LF 54.50
608.25 Splashblock 4" SF 0.00
608.26 Exposed Aggregate 4" - Up Charge SF 0.00
608.27 Reset Flagstone SF 0.00
608.28 Haul & Dispose Concrete w/ wire TON 0.00
608.29 Joint Sealing - Sawcut and Seal LF 0.00
608.3 Joint Sealing - Double Expansion LF 0.00
623.01 Irrigation Sleeving 3" PVC - Complete In Place LF 0.00
2013 Phase 2 Summary Sheet
ITEM NO. DESCRIPTION UNIT QUANTITY
202.01 Sawcutting 4" L.F. 0.00
202.02 Sawcutting - Additional Inch Depth LF/ IN. 0.00
203.01 General Excavation CY 0.00
203.02 Borrow TON 0.00
208.01 Stormwater Protection - 9"x10' Wattle EA 0.00
208.02 Stormwater Protection - 9"x25' Wattle EA 0.00
212.01 Sod SF 0.00
212.02 Landscape/Irrigation Labor HR 0.00
304.01 Aggregate Base Course TON 152.02
403.01 Temporary Patching TON 11.80
604.01 Type R Inlet - Remove & Replace (4' Opening) EA 0.00
604.02 Type R Inlet - Reconstruct Deck (4' Opening) EA 0.00
604.03 Type R Inlet - Reconstruct Deck Additional Foot Opening LF 0.00
604.04 Catch Basin Inlet - Remove & Replace EA 1.00
604.05 Catch Basin Inlet - Reconstruct Deck EA 0.00
604.06 Catch Basin - Reconstruct Deck Additional Foot Opening LF 0.00
604.07 Modified Type 13 Curb Inlet - Remove & Replace EA 0.00
604.08 Modified Type 13 Curb Inlet - Reconstruct Deck EA 0.00
604.09 Modified Type 13 Curb Inlet - Materials Only EA 0.00
604.10 Concrete Sidewalk Culvert - Remove & Replace EA 0.00
604.11 Metal Sidewalk Culvert 5/8" Plate - Remove & Replace EA 0.00
604.12 Additional Square Foot of 5/8" Plate SF 0.00
608.01 Remove Concrete SF 0.00
608.02 Remove and Haul Fillets EA 0.00
608.03 Apron 8" - Remove & Replace SF 0.00
608.04 Crosspan - 8" Remove & Replace SF 0.00
608.05 Driveover Curb, Gutter & 6" Sidewalk - Remove & Replace LF 0.00
608.06 Driveover Curb & Gutter - No Sidewalk - Remove & Replace LF 0.00
608.07 Vertical Curb, Gutter & 6" Sidewalk - Remove & Replace LF 172.00
608.08 Vertical Curb & Gutter - No Sidewalk - Remove & Replace LF 959.00
608.09 Vertical Outfall Curb & Gutter - Remove & Replace LF 0.00
608.10 Barrier Curb 12" - Remove & Replace LF 0.00
608.11 Hollywood Curb, Gutter & 6" Sidewalk - Remove & Replace LF 10.00
608.12 Hollywood Curb & Gutter - No Sidewalk - Remove & Replace LF 0.00
608.13 Highback Curb & Gutter - No Sidewalk - Remove & Replace LF 0.00
608.14 Pedestrian Access Ramp - Remove & Replace SF 70.00
608.15 Pedestrian Access Ramp - Highback - Remove & Replace SF 0.00
608.16 Truncated Dome Panel SF 0.00
608.17 Flatwork 4" - Remove & Replace SF 0.00
608.18 Flatwork 6" - Remove & Replace SF 862.00
608.19 Replace Flatwork - 1" Additional Depth SF 0.00
608.20 Colored Concrete 4" San Diego Buff - Up Charge SF 0.00
608.21 4' Valley Pan (6") - Remove & Replace SF 0.00
608.22 Concrete Pavement 8" - Remove & Replace SF 70.00
608.23 Alley Approach 8" - Remove & Replace SF 0.00
608.24 Expansion & Caulking LF 0.00
608.25 Splashblock 4" SF 0.00
608.26 Exposed Aggregate 4" - Up Charge SF 0.00
608.27 Reset Flagstone SF 0.00
608.28 Haul & Dispose Concrete w/ wire TON 0.00
608.29 Joint Sealing - Sawcut and Seal LF 0.00
608.30 Joint Sealing - Double Expansion LF 0.00
623.01 Irrigation Sleeving 3" PVC - Complete In Place LF 0.00
Concrete Items - W Prospect - RR tracks E of College to Witcomb
2013 Phase 2 Concrete
Concrete Items - W Vine - Wood St to Taft Hill Rd
ITEM NO. DESCRIPTION UNIT QUANTITY
202.01 Sawcutting 4" L.F. 0.00
202.02 Sawcutting - Additional Inch Depth LF/ IN. 0.00
203.01 General Excavation CY 0.00
203.02 Borrow TON 0.00
208.01 Stormwater Protection - 9"x10' Wattle EA 0.00
208.02 Stormwater Protection - 9"x25' Wattle EA 0.00
212.01 Sod SF 0.00
212.02 Landscape/Irrigation Labor HR 0.00
304.07 Aggregate Base Course TON 0.00
403.05 Temporary Patching TON 0.00
604.01 Type R Inlet - Remove & Replace (4' Opening) EA 0.00
604.02 Type R Inlet - Reconstruct Deck (4' Opening) EA 0.00
604.03 Type R Inlet - Reconstruct Deck Additional Foot Opening LF 0.00
604.04 Catch Basin Inlet - Remove & Replace EA 0.00
604.05 Catch Basin Inlet - Reconstruct Deck EA 0.00
604.06 Catch Basin - Reconstruct Deck Additional Foot Opening LF 0.00
604.07 Modified Type 13 Curb Inlet - Remove & Replace EA 0.00
604.08 Modified Type 13 Curb Inlet - Reconstruct Deck EA 0.00
604.09 Modified Type 13 Curb Inlet - Materials Only EA 0.00
604.10 Concrete Sidewalk Culvert - Remove & Replace EA 0.00
604.11 Metal Sidewalk Culvert 5/8" Plate - Remove & Replace EA 0.00
604.12 Additional Square Foot of 5/8" Plate SF 0.00
608.01 Remove Concrete SF 0.00
608.02 Remove and Haul Fillets EA 0.00
608.03 Apron 8" - Remove & Replace SF 671.00
608.04 Crosspan - 8" Remove & Replace SF 671.00
608.05 Driveover Curb, Gutter & 6" Sidewalk - Remove & Replace LF 35.00
608.06 Driveover Curb & Gutter - No Sidewalk - Remove & Replace LF 0.00
608.07 Vertical Curb, Gutter & 6" Sidewalk - Remove & Replace LF 0.00
608.08 Vertical Curb & Gutter - No Sidewalk - Remove & Replace LF 66.00
608.09 Vertical Outfall Curb & Gutter - Remove & Replace LF 0.00
608.10 Barrier Curb 12" - Remove & Replace LF 0.00
608.11 Hollywood Curb, Gutter & 6" Sidewalk - Remove & Replace LF 0.00
608.12 Hollywood Curb & Gutter - No Sidewalk - Remove & Replace LF 0.00
608.13 Highback Curb & Gutter - No Sidewalk - Remove & Replace LF 0.00
608.14 Pedestrian Access Ramp - Remove & Replace SF 0.00
608.15 Pedestrian Access Ramp - Highback - Remove & Replace SF 0.00
608.16 Truncated Dome Panel SF 0.00
608.17 Flatwork 4" - Remove & Replace SF 0.00
608.18 Flatwork 6" - Remove & Replace SF 651.00
608.19 Replace Flatwork - 1" Additional Depth SF 0.00
608.20 Colored Concrete 4" San Diego Buff - Up Charge SF 0.00
608.21 4' Valley Pan (6") - Remove & Replace SF 0.00
608.22 Concrete Pavement 8" - Remove & Replace SF 0.00
608.23 Alley Approach 8" - Remove & Replace SF 0.00
608.24 Expansion & Caulking LF 0.00
608.25 Splashblock 4" SF 0.00
608.26 Exposed Aggregate 4" - Up Charge SF 0.00
608.27 Reset Flagstone SF 0.00
608.28 Haul & Dispose Concrete w/ wire TON 0.00
608.29 Joint Sealing - Sawcut and Seal LF 0.00
608.3 Joint Sealing - Double Expansion LF 0.00
623.01 Irrigation Sleeving 3" PVC - Complete In Place LF 0.00
SECTION 03000
DETAILS
Curb and Gutter 701
Curb and Gutter/Sidewalk 702
Curb, Gutter and Sidewalk Details D-6
Median (Island Curbs) 703
Standard Driveway Approach (I & II) 706
Standard Driveway Approach (III & IV) 707
Street Intersection Crosspan 708
Drainage Under Sidewalk 709
Curb Inlet 4’ Opening – Vertical Curb & Gutter D-7a, 7b
Curb Inlet 4’ Opening – Driveover Curb & Gutter D-8a, 8b
Concrete Sidewalk Culvert D-12,13
Area Inlet D-9a
Modified Type 13 Inlet 13-A
Catch Basin
Alley Intersections 803
Standard Manhole Cover 1201
Standard Sidewalk 1601
Sidewalk Detail 1602
Access Ramp Details 1603
Detached Walk/Intersection Detail 1604
Detached Walk/Intersection Detail 1605
Pedestrian Ramp Detail 1606
Residential Local Street Access Ramps 1606 a
Truncated Dome Warning for Access Ramps 1607
Median Islands and Pedestrian Refuge Area 1608
Sidewalk Widening Details 2501
Concrete Pavement Joints M-412-1
SECTION 03500
PROJECT MAPS
In alphabetical order:
Automation Way
Buckingham
Chaparral
Corbett
Coventry
GM Business Park
Landings
Laporte 1(Taft Rd to county limits)
Martinez Park
Overland (Mulberry to Drake)
Redwood Meadows
Shields (Drake to Horsetooth)
Southridge Greens
W Horsetooth (Shields to McClelland)
W Vine
Whalers Way
Whedbee
Automation Way
Automation Way
Bighorn Rd
Lowe St
Stoney Creek Dr
Caribou Dr
Sumter Sq
Clayton Ct
Verbena Way
Sunstone Dr
Gemstone Ct
Stonegate Dr
Caribou Dr
S Timberline Rd
E Horsetooth Rd
2013 - 2014 Program
Concrete Area Maps .
Buckingham
ÕZYXW
1st St
3rd St
2nd St
E Oak St
Logan Ave
Peterson St
Linden Center Dr
Whedbee St
Linden St
Buckingham St
Willow St
Re
d
w
o
o
d
S
t
E Vine Dr
E Lincoln Ave
Riverside Ave
Lincoln Ave
2013 - 2014 Program
Concrete Area Maps .
Chaparral
Seneca St
Laredo Ln
Patterson Pl
Hickok Dr
Casa Grande Blvd
Dudley Way
Sanford Dr
Lymen St
Kunz Ct
Sharps St
C
lementine
C
t
Patterson Ct
Sharps Ct
Heidi Dr
O
regon Trl
Santa Fe Ct
Richmond Dr
Gatlin St
Santa Fe Ln
Sam Houston Cir
Richmond Dr
W Horsetooth Rd
2013 - 2014 Program
Concrete Area Maps .
Corbett
Corbett Dr
Old Mill Rd
Council Tree Ave
Timberwood Dr
Mill Stone Way
Harvest Park Ln
Indigo Cir S
Indigo Cir N
Gifford Ct
Ruff Way
Cornerstone Dr
Autumn Harvest Way
Country
Squire Way
Ninebark Dr
Amber Waves Ln
Indigo Ct
Avena Ct
R
i
d
ge Cr
e
e
k
R
d
Pine
N
e
edl
e
Ct
M
i
n
e
rs Cree
k
C
t
Snow Mesa Dr
Dallas
C
r
eek
C
t
Rose Ct
Golden Wheat Ln
Rock Creek Dr
Harvest Moon Way
Fruited Plains Ln
K
e
y
stone
Cr
e
Coventry
Bentley Pl
Woodland Way
Mcgraw Cir
Prairie St
Mcgraw Dr
Rochelle Cir
Langdale Dr
Stoddard Dr
Towhee St
Viola St
Warbler Dr
Hibiscus St
M
a
r
i
g
o
l
d
L
n
Goshawk Dr
Hin
sdale Ct
Owl Ct
W
a
k
e
r
o
b
i
n
Ln
Starflower Dr
H
i
n
s
d
a
l
e
D
r
Hinsdale Dr
W Harmony Rd
2013 - 2014 Program
Concrete Area Maps .
GM Business Park
Monte Carlo Dr
Innovation Dr
Shenandoah Cir
Cape Cod Cir
Monaco Pl
Monte Carlo Pl
Burlington Ct
Mcmurry Ave
E Harmony Rd
E Harmony Rd
2013 - 2014 Program
Concrete Area Maps .
Landings
Kingsbury Dr
Br
e
a
k
w
a
t
e
r
D
r
Harbor Walk Ln
Salem St
N
e
w
B
e
df
o
r
d
D
r
Harbor Walk Dr
T
a
r
r
y
t
o
n D
r
N Star Crse
S
h
o
re
P
i
n
e
C
t
M
o
n
t
i
c
e
l
l
o
C
t
Sail
Laporte Ave
N Sunset St
S Impala Dr
Briarwood Rd
Irish Dr
Hillcrest Dr
W Oak St
Webb Ave
S Sunset St
N Impala Dr
Pennsylvania St
W Olive St
Impala Cir
Stephens St
W Olive Ct
Tyler St
Woodford Ct
W Magnolia Ct
S Impala Dr
B
r
i
a
r
w
o
o
d
Rd
Laporte Ave
W Mulberry St
S Taft Hill Rd
N Taft Hill Rd
2013 - 2014 Program
Concrete Area Maps .
Martinez
Maple St
W Oak St
Wood St
N Grant Ave
N Loomis Ave
N Sherwood St
Sycamore St
N Whitcomb St
N Meldrum St
Park St
S Grant Ave
Woodlawn Dr
S Meldrum St
Elm St
S Whitcomb St
S Sherwood St
N Washington Ave
W Vine Dr
M
a
s
o
n
C
t
S Washington Ave
Elm Ct
B
u
n
g
a
low Ct
Elm St
Cherry St
S Loomis Ave
Laporte Ave
W Mountain Ave
N Mason St
N Howes St
S Mason St
S Howes St
2013 - 2014 Program
Concrete Area Maps .
Overland Trail
Rampart Rd
Ban
y
a
n
D
r
Tyler St
Timber Ln
Cl
e
a
r
v
i
e
w
A
v
e
Azalea Dr
Pear St
Rocky Rd
C
e
d
arwo
o
d
Dr
Sumac St
Hillcrest Dr
Cypress Dr
P
e
c
a
n
S
t
Ponderosa Dr
Gallup Rd
Some
r
v
il
l
e
D
r
Fuqua Dr
S
uff
o
l
k
S
t
Kimball Rd
Redwood Meadows
Foxtail St
Sitka St
Main St
Cajetan St
Osiander St
Coulter St
Sugarpine St
Bayberry Cir
Alta Vista St
Mullein Dr
Lupine Dr
Martinez St
Nok
omis Ct
Sh
o
r
t
l
e
a
f
St
Brewer Dr
Q
u
a
il
R
un
M
o
n
t
erey Dr
Pascal St
Baum St
Yew Ct
Yarrow Cir
Renegade Ct
Matuka Ct
Muddler Ct
Conifer St
Redwood St
Linden St
R
e
d
w
o
o
d
S
t
E Vine Dr
N Lemay Ave
E Willox Ln
9th St
2013 - 2014 Program
Shields
Royal Dr
Arbor Ave
Tradition Dr
Hastings Dr
Crescent Dr
C
as
a
Gran
d
e B
l
v
d
Century Dr
Hull St
Sioux Blvd
Wagonwheel Dr
Rocky Mountain Way
Benthaven St
Raintree
D
r
Worthington Ave
Laredo Ln
Hanover Dr
W
a
b
a
s
h
S
t
Sam Houston Cir
Gunnison Dr
D
a
vi
d
s
o
n
D
r
Avocet Rd
K
u
n
z Ct
Pa
t
t
e
r
s
o
n
P
Southridge Greens
Wingfoot Dr
Hummel Ln
Doral Pl
Muirfield Way
Condor Dr
Deercroft Ct
Front Nine Dr
Nightingale Dr
Sc
a
r
l
e
t
I
b
i
s
Ln
Sa
g
a
more Cir
F
r
o
n
t
Nine
D
r
Southridge Greens B
lvd
S Lemay Ave
2013 - 2014 Program
Concrete Area Maps .
W Horsetooth
Mcclelland Dr
Eagle Dr
Arbor Ave
Tradition Dr
Century Dr
Benthaven St
Worthington Ave
Albi
o
n
W
a
y
Dennison Ave
Gunnison Dr
R
i
ngneck
D
r
Riva Ridge Dr
Rustic Ct
Blue Mesa Ave
Marble Dr
Killdeer Dr
Rockaway St
Justice Dr
Bonita Ave
Zuni Cir
Roc
k
y
M
o
u
n
t
a
i
n
W
a
y
M
o
ss Cre
e
k Dr
Placer St
Lymen St
C
o
r
o
n
a
d
o
A
W Vine
Elm St
Wood St
Maple St
Lawton Ln
Park St
West St
N Grant Ave
Cherry St
N Loomis Ave
Hanna St
Pearl St
Lyons St
Harris Dr
Wood Ln
W Vine Dr
Aztec Dr
C
o
l
u
mb
i
n
e
C
t
Lancer Dr
Jun
i
p
er
C
t
Riddle Dr
N Bryan Ave
N Frey Ave
Frey Ave
N Roosevelt Ave
Franklin St
Clover Ln
Sylvan Ct
Tedmon Dr
N Whitcomb St
N Mack St
Sterling Ln
B
eec
h
C
t
Bungalow Ct
Bishop St
Fishback Ave
Leland Ave
Griffin Pl
Grandview Ave
Ackerman Ct
Hawkins St
Scott Ave
Whalers Way
Rule Dr
B
r
e
a
k
w
a
t
e
r
D
r
Hogan Dr
Stover St
Player Dr
B
l
u
e
s
t
e
m
C
t
N
e
w
B
e
d
f
o
r
d
D
r
O
a
k
P
a
r
k
D
r
Red Oak
C
t
Live Oak Ct
Wests
h
o
r
e
Way
Haxton Dr
Harbor Walk Dr
Whedbee
ÕZYXW
Smith St
Mathews St
Peterson St
Locust St
Whedbee St
E Myrtle St
E Plum St
E Olive St
E Magnolia St
E Oak St
Cowan St
Colorado St
Endicott St
Lesser Dr
Lilac Ln
Eastdale Dr
Locust Ct
Kenroy Ct
Stover St
E Laurel St
E Elizabeth St
Remington St
E Mulberry St
Riverside Ave
2013 - 2014 Program
Concrete Area Maps .
SECTION 04000
EROSION CONTROL AND INLET PROTECTION
INDEX OF ENVIRONMENTAL STANDARD OPERATING PROCEEDURES (ESOP)
New Construction Activities for Municipalities 1 of 2
Street, Curb, and Gutter Replacement and Construction 1 of 3
Street, Curb, and Gutter Maintenance 1 of 3
Spill Prevention and Response 1 of 4
Utility and Storm Sewer System Maintenance 1 of 4
Utility and Storm Sewer System Replacement and Construction 1 of 3
Power Washing 1 of 3
Vehicle Fueling 1 to 3
Outdoor Fleet Maintenance 1 of 4
Heavy Equipment and Vehicle Maintenance 1 of 4
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
Outdoor Fleet Maintenance
Description
Although it is recommended that fleet maintenance
activities be conducted indoors or under cover, it is
sometimes necessary to perform fleet maintenance
outdoors (e.g., equipment is too large to fit inside the
maintenance building, temporary repairs need to be made
before the equipment can be moved to the maintenance
building, breakdowns, service calls).
Some potential pollutants typically associated with outdoor
fleet maintenance activities include oil, antifreeze, brake
fluid and cleaner, solvents, batteries, and fuels. Consult the
Spill Prevention and Response procedure and the Vehicle
Fueling procedure for additional information on those
topics.
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
Fleet Maintenance
Fleet maintenance should be performed inside
whenever possible.
If indoor maintenance is not possible, ensure
maintenance is performed in a location where
contact with stormwater is minimized, through
berming and appropriate routing of drainage.
Provide inlet protection (berms, weighted inlet
covers, etc.) for all adjacent inlets when work is
occurring in close proximity to a storm drain
inlet.
Have absorbent pads and drip pans accessible to
capture leaks and spills during maintenance
activities.
Keep equipment clean and do not allow
excessive build-up of oil and grease.
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
Page 2 of 4
Perform regular preventative maintenance to
minimize the occurrence of leaks and major
repairs.
Recycle and/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.
Clean up spills promptly using dry methods (do not hose down). Consult the Spill
Prevention and Response procedure for more information. Cleanup is completed
only after absorbent and rags are disposed of properly.
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. Dispose of the
waste properly. Debris from wet sanding can be allowed to dry overnight, then swept
and vacuumed. Liquid from wet sanding should not be allowed to enter the storm
drain. Never discharge these wastes to the storm or sanitary sewer systems.
Minimize waste from paints and thinners by carefully calculating paint needs based
on surface area and using the proper sprayer cup size.
Clean spray guns in a self-contained cleaner. Do not dispose of 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.
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 the storage area except in areas where the wash water will
only enter the sanitary sewer drain as an approved discharge. Use dry clean-up
methods as often as 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 is used, only discharge wastewater to an
oil/water separator connected to the sanitary sewer.
When using solvents, 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 storm or sanitary sewer systems.
Vehicle and Equipment Washing
Vehicles should be washed, whenever possible, in the municipality’s vehicle and
equipment wash area/bay or taken to a commercial car wash.
Employee Training
Train applicable employees 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 outdoor 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 fleet maintenance.
Chemical purchasing policies.
Guidelines for staff to dedicate a percentage of their time to vehicle and equipment maintenance.
Specific directions on how to use the municipality’s vehicle wash area.
Spill Prevention Control and Countermeasures Plan.
Page 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
Secondary containment
Proper disposal of used fluids
Spill cleanup materials
Dry cleanup methods
Employee training
Related Procedures
Heavy Equipment and Vehicle
Maintenance
Material Storage
Spill Prevention and Response
Vehicle Fueling
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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Stadium Ct
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W Mulberry St
W Elizabeth St
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