HomeMy WebLinkAboutBID - 7676 E LINCOLN & S LEMAY AVE IMPROVEMENTS (4)SPECIFICATIONS
AND
CONTRACT DOCUMENTS
FOR
E LINCOLN AVE & S LEMAY AVE
IMPROVEMENTS
BID NO. 7676
PURCHASING DIVISION
215 NORTH MASON STREET, 2ND FLOOR, FORT COLLINS
AUGUST 14, 2014 – 3:00 P.M. (OUR CLOCK)
Financial Services
Purchasing Division
215 N. Mason St. 2nd Floor
PO Box 580
Fort Collins, CO 80522
970.221.6775
970.221.6707
fcgov.com/purchasing
CONTRACT DOCUMENTS TABLE OF CONTENTS
Section Pages
BID INFORMATION
00020 Notice Inviting Bids 00020-1 - 00020-2
00100 Instruction to Bidders 00100-1 - 00100-9
00300 Bid Form 00300-1 - 00300-3
00400 Supplements to Bid Forms 00400-1
00410 Bid Bond 00410-1 - 00410-2
00420 Statements of Bidders Qualifications 00420-1 - 00420-3
00430 Schedule of Major Subcontractors 00430-1
CONTRACT DOCUMENTS
00500 Agreement Forms 00500-1
00510 Notice of Award 00510-0
00520 Agreement 00520-1 - 00520-6
00530 Notice to Proceed 00530-1
00600 Bonds and Certificates 00600-1
00610 Performance Bond 00610-1 - 00610-2
00615 Payment Bond 00615-1 - 00615-2
00630 Certificate of Insurance 00630-1
00635 Certificate of Substantial Completion 00635-1
00640 Certificate of Final Acceptance 00640-1
00650 Lien Waiver Release (Contractor) 00650-1 - 00650-2
00660 Consent of Surety 00660-1
00670 Application for Exemption Certificate 00670-1 - 00670-2
CONDITIONS OF THE CONTRACT
00700 General Conditions 00700-1 - 00700-34
Exhibit GC-A GC-A1 - GC-A2
00800 Supplementary Conditions 00800-1 - 00800-2
00900 Addenda, Modifications, and Payment 00900-1
00950 Contract Change Order 00950-1 - 00950-2
00960 Application for Payment 00960-1 - 00960-4
SPECIFICATIONS
SECTION 00020
INVITATION TO BID
SECTION 00020
INVITATION TO BID
Date: July 23, 2014
Sealed Bids will be received by the City of Fort Collins (hereinafter referred to as OWNER), at
the office of the Purchasing Division, 3:00 P.M., our clock, on August 14, 2014, for the E Lincoln
Ave & S Lemay Ave Improvements; BID NO. 7676. 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 7676. The Work consists of the
construction of two, dedicated left turn lanes on Lemay Avenue. One at Magnolia NB and one
~1000’ north of Magnolia / Lemay NB, just south of the Back Porch Restaurant. A second left
turn SB on Lemay to EB Mulberry will be added. Lincoln Avenue will be widened to
accommodate a center reversible turn lane along with a pedestrian path and a dedicated right
turn lane into the Woodward Technology Center. More specifically, the project includes:
removals as defined in the plans, embankment, erosion control, water and sewer main stubs,
stormwater pipe installation, concrete curb and gutter, full depth asphalt pavement, median /
parkway irrigation and plantings, concrete sidewalks and traffic control. Permanent signage,
permanent striping and construction staking will be completed by the City of Fort Collins.
All Bids must be in accordance with the Contract Documents on file with the City of Fort Collins,
215 North Mason St., 2nd floor, Fort Collins, Colorado 80524.
The City encourages all disadvantaged business enterprises to submit bid in response to all
invitations and will not be discriminated against on the grounds of race, color, national origin.
A prebid conference and job walk with representatives of prospective Bidders will be
held at 2:00 PM, on August 4, in the Training Room (Conference Room 2E) 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 S. Paul
Director of Purchasing & Risk Management
SECTION 00100
INSTRUCTIONS TO BIDDERS
SECTION 00100
INSTRUCTIONS TO BIDDERS
1.0 DEFINED TERMS
Terms used in these Instructions to Bidders which are defined in the Standard General
Conditions of the Construction Contract (No. 1910-8, 1990 ed.) have the meanings
assigned to them in the General Conditions. The term "Bidder" means one who submits
a Bid to OWNER, as distinct from a sub-bidder, who submits a Bid to Bidder. The terms
"Successful Bidder" means the lowest, qualified, responsible and responsive Bidder to
whom OWNER (on basis of OWNER's evaluation as hereinafter provided) makes an
award. The term "Bidding Documents" includes the Advertisement or Invitation to Bid,
Instructions to Bidders, the Bid Form, and the proposed Contract Documents (including
all Addenda issued prior to receipt of Bids).
2.0 COPIES OF BIDDING DOCUMENTS
2.1. Complete sets of Bidding Documents may be obtained as stated in the Invitation to
Bid. No partial sets will be issued. The Bidding Documents may be examined at the
locations identified in the Invitation to Bid.
2.2. Complete sets of Bidding Documents shall be used in preparing Bids; neither
OWNER nor Engineer assumes any responsibility for errors or misinterpretations
resulting from the use of incomplete sets of Bidding Documents.
2.3. The submitted Bid proposal shall include Sections 00300, 00410, 00420, and 00430
fully executed.
2.4. OWNER and Engineer, in making copies of Bidding Documents available on the
above terms, do so only for the purpose of obtaining Bids on the Work and do not
confer a license or grant for any other use.
3.0 QUALIFICATION OF BIDDERS
3.1 To demonstrate qualifications to perform the Work, each Bidder must submit at the
time of the Bid opening, a written statement of qualifications including financial data,
a summary of previous experience, previous commitments and evidence of
authority to conduct business in the jurisdiction where the Project is located. Each
Bid must contain evidence of Bidder's qualification to do business in the state where
the Project is located or covenant to obtain such qualification prior to award of the
contract. The Statement of Qualifications shall be prepared on the form provided in
Section 00420.
3.2. In accordance with Section 8-160 of the Code of the City of Fort Collins in
determining whether a bidder is responsible, the following shall be considered: (1)
The ability, capacity and skill of the bidder to perform the contract or provide the
services required, (2) whether the bidder can perform the contract or provide the
service promptly and within the time specified without delay or interference, (3) the
character, integrity, reputation, judgment, experience and efficiency of the bidder,
(4) the quality of the bidder's performance of previous contracts or services, (5) the
previous and existing compliance by the bidder with laws and ordinances relating to
the contract or service, (6) the sufficiency of the financial resources and ability of the
bidder to perform the contract or provide the service, (7) the quality, availability and
adaptability of the materials and services to the particular use required, (8) the
ability of the bidder to provide future maintenance and service for the use of the
subject of the contract, and (9) any other circumstances which will affect the
bidder's performance of the contract.
3.3. Each Bidder may be required to show that he has handled former Work so that no
just claims are pending against such Work. No Bid will be accepted from a Bidder
who is engaged on any other Work which would impair his ability to perform or
finance this Work.
3.4 No Bidder shall be in default on the performance of any other contract with the City
or in the payment of any taxes, licenses or other monies due to the City.
4.0 EXAMINATION OF CONTRACT DOCUMENTS AND SITE
4.1. It is the responsibility of each Bidder, before submitting a Bid, to (a) examine the
Contract Documents thoroughly, (b) visit the site to familiarize himself with local
conditions that may in any manner affect cost, progress or performance of the
Work, (c) familiarize himself with federal, state and local laws, ordinances, rules and
regulations that may in any manner affect cost, progress or performance of the
Work, (d) study and carefully correlate Bidder's observations with the Contract
Documents, and (e) notify Engineer of all conflicts, errors or discrepancies in the
Contract Documents.
4.2. Reference is made to the Supplementary Conditions for identification of: Subsurface
and Physical Conditions SC-4.2.
4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder
that Bidder has complied with every requirement of this Article 4, that without
exception the Bid is premised upon performing and furnishing the Work required by
the Contract Documents and such means, methods, techniques, sequences or
procedures of construction as may be indicated in or required by the Contract
Documents, and that the Contract Documents are sufficient in scope and detail to
indicate and convey understanding of all terms and conditions for performance and
furnishing of the Work.
5.0 INTERPRETATIONS AND ADDENDA.
5.1. All questions about the meaning or intent of the Bidding Documents are to be
submitted in writing to the Engineer and the OWNER. Interpretation or clarifications
considered necessary in response to such questions will be issued only by
Addenda. Questions received less than seven days prior to the date for opening of
the Bids may not be answered. Only questions answered by formal written Addenda
will be binding. Oral and other interpretations or clarifications will be without legal
effect.
5.2. All questions concerning the scope of this project should be directed to the
Engineer. Questions regarding submittal of bids should be directed to the City of
Fort Collins' Purchasing Division.
5.3. Addenda may also be issued to modify the Bidding Documents as deemed
advisable by OWNER or Engineer.
5.4. Addenda will be mailed or delivered to all parties recorded by the OWNER as
having received the Bidding documents.
6.0 BID SECURITY
6.1. Each Bid must be accompanied by Bid Security made payable to OWNER in the
amount stated in the Invitation to Bid. The required security must be in the form of a
certified or bank cashier's check payable to OWNER or a Bid Bond on the form
enclosed herewith. The Bid Bond must be executed by a surety meeting the
requirements of the General Conditions for surety bonds.
6.2. The Bid Security of the successful Bidder will be retained until such Bidder has
executed the Agreement and furnished the required contract security, whereupon
Bid Security will be returned. If the successful Bidder fails to execute and deliver the
Agreement and furnish the required contract security within 15 days of the Notice of
Award, OWNER may annul the Notice of Award and the Bid Security of that Bidder
will be forfeited. The Bid Security of other Bidders whom OWNER believes to have
reasonable chance receiving the award may be retained by OWNER until the earlier
of the seventh day after the effective date of the Agreement or the thirty-first day
after the Bid Opening, whereupon Bid Security furnished by such Bidders will be
returned. Bid Security with Bids which are not competitive will be returned within
seven days after the Bid opening.
7.0 CONTRACT TIME.
The number of days within which, or the date by which the Work is to be substantially
complete and also completed and ready for Final Payment (the Contract Times) are set
forth in the Agreement.
8.0 LIQUIDATED DAMAGES.
Provisions for liquidated damages are set forth in the Agreement.
9.0 SUBSTITUTE ("OR EQUAL") MATERIAL AND EQUIPMENT
The Contract, if awarded, will be on the basis of material and equipment described on
the Drawings or specified in the Specifications without consideration of possible
substitute or "or equal" items. Whenever it is indicated on the Drawings or specified in
the Specifications that a substitute or "or equal" item of material or equipment may be
furnished or used by CONTRACTOR if acceptable to Engineer, application for such
acceptance will not be considered by Engineer until after the "effective date of the
Agreement". The procedure for submittal of any such application by CONTRACTOR and
consideration by Engineer is set forth in the General Conditions which may be
supplemented in the General Requirements.
10.0 SUBCONTRACTORS, SUPPLIERS AND OTHERS
10.1. Each Bidder shall submit at the Bid opening to OWNER a list of principal
subcontractors he proposes to use in the Work. Refer to Section 00430 contained
within these Documents.
10.2. If OWNER or Engineer after due investigation has reasonable objection to any
proposed Subcontractor, either may, before the Notice of Award is given, request
the apparent successful Bidder to submit an acceptable substitute without an
increase in Bid price. If the apparent successful Bidder declines to make any
substitution, OWNER may award the contract to the next lowest responsive and
responsible Bidder that proposes to use acceptable subcontractors.
Subcontractors, suppliers, other persons or organization listed and to whom
OWNER or Engineer does not make written objection prior to the giving of the
Notice of Award will be deemed acceptable to OWNER and ENGINEER subject to
revocation of such acceptance after the effective date of the Agreement as
provided in the General Conditions.
10.3. CONTRACTOR shall not be required to employ any subcontractor, supplier or
other persons or organizations against whom he has reasonable objection. The
use of subcontractors listed by the Bidder and accepted by OWNER prior to the
Notice of Award will be required in the performance of the Work.
11.0 BID FORM.
11.1. A copy of the Bid Form is bound in the Contract Documents which may be retained
by the Bidder. A separate unbound copy is enclosed for submission with the Bid.
11.2. Bid Forms must be complete in ink or typed. All lump sum prices on the form must
be stated in words and numerals; in case of conflict, words will take precedence.
Unit prices shall govern over extensions of sums.
11.3. Bids by corporations must be executed in the corporate name by the president or a
vice-president (or other appropriate officer accompanied by evidence of authority to
sign) and the corporate seal shall be affixed and attested by the secretary or an
assistant secretary. The corporate address and state of incorporation shall be
shown below the corporate name.
11.4. Bids by partnerships must be executed in the partnership name and signed by a
partner, his title must appear under his signature and the official address of the
partnership must be shown below the signature.
11.5. Bids by joint venture shall be signed by each participant in the joint venture or by
an authorized agent of each participant. The full name of each person or company
interested in the Bid shall be listed on the Bid Form.
11.6. The Bid shall contain an acknowledgement of receipt of all Addenda (the numbers
of which must be filled in on the Bid Form).
11.7. No alterations in Bids, or in the printed forms therefore, by erasures, interpolations,
or otherwise will be acceptable unless each such alteration is signed or initialed by
the Bidder; if initialed, OWNER may require the Bidder to identify any alteration so
initialed.
11.8. The address and telephone number for communications regarding the Bid shall be
shown.
12.0 BID PRICING.
Bids must be priced as set forth in the Bid Schedule or Schedules.
13.0 SUBMISSION OF BIDS.
13.1. Bids shall be submitted at the time and place indicated in the Invitation to Bid and
shall be enclosed in an opaque sealed envelope marked with the Project title, Bid
No., and name and address of the Bidder and accompanied by the Bid Security,
Bid Form, Bid Bond, Statement of Bidders Qualifications, and Schedule of
Subcontractors as required in Section 00430. If the Bid is sent through the mail or
other delivery system, the sealed envelope shall be enclosed in a separate
envelope with the notation "BID ENCLOSED" on the face of it.
13.2. Bids shall be deposited at the designated location prior to the time and date for
receipt of Bids indicated in the Invitation to Bid, or any extension thereof made by
addendum. Bids received after the time and date for receipt of Bids will be returned
unopened. Bidder shall assume full responsibility for timely delivery at the location
designated for receipt of Bids.
13.3. Oral, telephonic, telegraphic, or facsimile Bids are invalid and will not receive
consideration.
13.4. No Bidder may submit more than one Bid. Multiple Bids under different names will
not be accepted from one firm or association.
14.0 MODIFICATION AND WITHDRAWAL OF BIDS.
14.1. Bids may be modified or withdrawn by an appropriate document duly executed (in
a manner that a Bid must be executed) and delivered to the place where Bids are
to be submitted at any time prior to the opening of Bids.
14.2. Bids may also be modified or withdrawn in person by the Bidder or an authorized
representative provided he can prove his identity and authority at any time prior to
the opening of Bids.
14.3. Withdrawn Bids may be resubmitted up to the time designated for the receipt of
Bids provided that they are then fully in conformance with these Instructions to
Bidders.
15.0 OPENINGS OF BIDS.
Bids will be opened and (unless obviously non-responsive) read aloud publicly as
indicated in the Invitation to Bid. An abstract of the amounts of the Base Bids and major
alternates (if any) will be made available after the opening of Bids.
16.0 BIDS TO REMAIN OPEN SUBJECT TO ACCEPTANCE.
All Bids shall remain open for forty-five (45) days after the day of the Bid Opening, but
OWNER may, in his sole discretion, release any Bid and return the Bid Security prior to
that date.
17.0 AWARD OF CONTRACT.
17.1. OWNER reserves the right to reject any and all Bids, to waive any and all
informalities not involving price, time or changes in the Work, to negotiate contract
terms with the Successful Bidder, and the right to disregard all nonconforming,
nonresponsive, unbalanced or conditional Bids. Also, OWNER reserves the right to
reject the Bid of any Bidder if OWNER believes that it would not be in the best
interest of the Project to make an award to that Bidder, whether because the Bid is
not responsive or the Bidder is unqualified or of doubtful financial ability or fails to
meet any other pertinent standard or criteria established by OWNER.
Discrepancies between the indicated sum of any column of figures and the correct
sum thereof will be resolved in favor of the correct sum.
17.2. In evaluating Bids, OWNER will consider the qualifications of the Bidders, whether
or not the Bids comply with the prescribed requirements, and such alternates, unit
prices and other data, as may be requested in the Bid Form or prior to the Notice of
Award.
17.3. OWNER may consider the qualification and experience of Subcontractors,
Suppliers, and other persons and organizations proposed for those portions of the
Work as to which the identity of Subcontractors, Suppliers, and other persons and
organizations is submitted as requested by OWNER. OWNER also may consider
the operating costs, maintenance requirements, performance data and guarantees
of major items of materials and equipment proposed for incorporation in the Work
when such data is required to be submitted prior to the Notice of Award.
17.4. OWNER may conduct such investigations as OWNER deems necessary to assist
in the evaluation of any Bid and to establish the responsibility, qualifications and
financial ability of the Bidder's proposed Subcontractors, Suppliers and other
persons and organizations to do the Work in accordance with the Contract
Documents to OWNER's satisfaction within the prescribed time.
17.5. If the Contract is to be awarded, it will be awarded to the lowest responsive and
responsible Bidder whose evaluation by OWNER indicates to OWNER that the
award will be in the best interest of the OWNER. Award shall be made on the
evaluated lowest base bid excluding alternates. The basis for award shall be the
lowest Bid total for the Schedule or, in the case of more than one schedule, for
sum of all schedules. Only one contract will be awarded.
17.6. If the Contract is to be awarded, OWNER will give the Successful Bidder a Notice
of Award within forty-five (45) days after the date of the Bid opening.
18.0 CONTRACT SECURITY.
The General Conditions and the Supplementary Conditions set forth OWNER's
requirements as to performance and other Bonds. When the Successful Bidder delivers
the executed Agreement to the OWNER, it shall be accompanied by the required
Contract Security.
19.0 SIGNING OF AGREEMENT.
When OWNER gives a Notice of Award to the Successful Bidder, it will be accompanied
by the required number of unsigned counterparts of the Agreement with all other written
Contract Documents attached. Within fifteen (15) days thereafter, CONTRACTOR shall
sign and deliver the required number of counterparts of the Agreement and attached
documents to OWNER with the required Bonds. Within ten (10) days thereafter,
OWNER hall deliver one fully signed counterpart to CONTRACTOR. Each counterpart is
to be accompanied by a complete set of the Drawings with appropriate identification.
20.0 TAXES.
OWNER is exempt from Colorado State Sales and Use Taxes on materials and
equipment to be incorporated in the Work. Said taxes shall not be included in the
Contract Price. Reference is made to the General and Supplementary Conditions.
21.0 RETAINAGE.
Provisions concerning retainage are set forth in the Agreement.
22.0 PURCHASING RESTRICTIONS.
Purchasing restrictions: The Bidder's authorized signature of this Bid assures the
Bidder's compliance with the City's purchasing restrictions. A copy of the resolutions is
available for review in the Purchasing and Risk Management Division or the City Clerk's
office.
A. Cement Restrictions: City of Fort Collins Resolution 91-121 requires that
suppliers and producers of cement or products containing cement to certify
that the cement was not made in cement kilns that burn hazardous waste as
a fuel.
23.0 COLLUSIVE OR SHAM BIDS.
Any Bid deemed by the City in its sole discretion to be a collusive or sham Bid will be
rejected and reported to authorities as such. Your authorized signature of this Bid
assures that such Bid is genuine and is not a collusive or sham Bid.
24.0 BID RESULTS.
For information regarding results for individual Bids send a self-addressed, self-stamped
envelope and a Bid tally will be mailed to you. Bid results will be posted in the
Purchasing office seven (7) days after the Bid Opening.
END OF SECTION
SECTION 00300
BID FORM
SECTION 00300
BID FORM
PROJECT: 7676 E Lincoln Ave & S Lemay Ave Improvements
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)
1 201 Clearing and Grubbing 1 LS $ -
2 202 Removal of Tree 54 EA $ -
3 202 Removal of Median Tree 39 EA $ -
4 202 Removal of Tree Stump 5 EA $ -
5 202 Removal of Median Shrubs and Topsoil (stockpile, redistribute) 1,790 CY $ -
6 202 Removal of Concrete Irrigation Structures 1 LS $ -
7 202 Removal of Pipe 121 LF $ -
8 202 Removal of Traffic Barricade 2 EA $ -
9 202 Removal of Bollard 4 EA $ -
10 202 Removal of Pavement Markings 0 SF $ -
11 202 Removal of Sidewalk 72 SY $ -
12 202 Removal of Concrete Pan 160 LF $ -
13 202 Removal of Curb and Gutter 3,177 LF $ -
14 202 Removal of Concrete Curb Ramp 16 SY $ -
15 202 Removal of Median Cover/Splash Guard 1,063 SY $ -
16 202 Removal of Concrete Pavement 553 SY $ -
17 202 Removal of Asphalt Mat 5,664 SY $ -
18 203 Unclassified Excavation (CIP) 5,225 CY $ -
19 203 Embankment (CIP) 1,118 CY $ -
20 203 Haul and Dispose 2,800 CY $ -
21 203 Borrow (Class 5 or 6 ABC) (CIP) 1,381 CY $ -
22 203 Muck Excavation - (CIP) 1,307 CY $ -
23 203 Potholing 1 LS $ -
24 208 Erosion Control (SWMP, BMPs, Permits) 1 LS $ -
25 210 Reset Traffic Sign 21 EA $ -
26 210 Reset Riprap 6 CY $ -
27 210 Reset Fire Hydrant 1 EA $ -
28 210 Reset Water Blow Off 1 EA $ -
BID
NO.
CONTRACT
ITEM NO.
CONTRACT ITEM QUANTITY UNIT UNIT COST COST
29 210 Reset Bus Stop Bench & Sign 1 EA $ -
30 210 Reset Mailbox 1 EA $ -
31 210 Adjust Manhole 5 EA $ -
32 210 Adjust Valve Box 2 EA $ -
33 304 Aggregate Base Course (Class 5 or 6) 5,917 TON $ -
34 306 Reconditioning (8 Inch) 10,414 SY $ -
35 403 Hot Mix Asphalt (Grading S) (75) (PG 64-22) 2,408 TON $ -
36 403 Hot Mix Asphalt (Grading S) (100) (PG 64-28) 1,269 TON $ -
37 403 Hot Mix Asphalt Patch (Gradins S) (74) (PG 64-22) 73 TON $ -
38 412 Concrete Pavement (8 Inch Driveway) 425 SY $ -
39 412 Concrete Pavement (11 Inch) 1,014 SY $ -
40 412 Enhanced Concrete Crosswalk 49 SY $ -
41 412 Median Nose 17 SY $ -
42 506 Riprap (Type L) 10 CY $ -
43 603 8 Inch PVC Sewer Pipe (CIP) 70 EA $ -
44 603 15 Inch RCP (CIP) 58 LF $ -
45 603 15 Inch HDPE Pipe (CIP) 168 LF $ -
46 603 15 Inch Concrete End Section 1 EA $ -
47 603 15 Inch HDPE End Section 1 EA $ -
48 603 18 Inch Reinforced Concrete Pipe (CIP) 32 LF $ -
49 603 24 Inch Reinforced Concrete Pipe (CIP) 264 LF $ -
50 603 24 Inch Reinforced Concrete End Section 1 EA $ -
51 604 Inlet Type R (5 Foot) 1 EA $ -
52 604 Inlet Type R (10 Foot) 2 EA $ -
53 604 Manhole Slab Base (4 Foot) 2 EA $ -
54 604 48 Inch Flat Top Storm Sewer Manhole 2 EA $ -
55 608 Temporary Asphalt Sidewalk (3" Depth) 299 TON $ -
56 608 Concrete Sidewalk (6 Inch) 1,473 SY $ -
57 608 Concrete Curb Ramp w/ Truncated Dome (8 Inch) 143 SY $ -
58 609 Curb and Gutter Type 2 (Section I-B) 2,757 LF $ -
59 609 Curb and Gutter Type 2 (Section II-B) 2,239 LF $ -
60 610 Exposed Aggregate Median Splash Guard (4 Inch) 1,781 SF $ -
61 610 Exposed Aggregate Median Cover 1,590 SF $ -
62 619 8 Inch PVC Water Main (C-900) 50 LF $ -
63 619 8 Inch x 6 Inch Reducer 1 EA $ -
64 619 8 Inch x 24 Inch Tapping Saddle 1 EA $ -
65 619 8 Inch Gate Valve 1 EA $ -
66 619 Fire Hydrant Assembly 1 EA $ -
67 626 Mobilization 1 LS $ -
68 630 Type III Barricade 3 EA $ -
69 630 Construction Zone Traffic Control 1 LS $ -
70 207 Median Topsoil 1,790 CY $ -
71 207 Tree Lawn Topsoil 319 CY $ -
72 207 Lincoln Ave Parkway Topsoil 250 CY $ -
73 212 Dryland Seed 47,475 SF $ -
74 213 Landscape Boulders - 'A' Boulder 31 EA $ -
75 213 Landscape Boulders - 'B' Boulder 28 EA $ -
76 213 Landscape Boulders - 'C' Boulder 16 EA $ -
77 213 Landscape Weed Barrier Fabric (ALL Inorganic beds) 739 SY $ -
78 213 Steel Edger 1,560 LF $ -
79 213 Wood (Organic) Mulch 9,420 SF $ -
80 213 Inorganic Mulch 6,650 SF $ -
81 214 Ornamental Street Tree 2" 32 EA $ -
82 214 Deciduous Street Tree 2" 3 EA $ -
83 214 Shrubs 5 Gal 418 EA $ -
84 214 Perennials 1 Gal 536 EA $ -
85 214 Ornamental Grasses 1 Gal 337 EA $ -
86 214 Landscape Maintenance (2 Year) (Medians Only) 1 LS $ -
Landscaping Items
87 623 Irrigation System-Medians 15,653 SF $ -
88 623 Sprinkler Irrigation, West ROW, served from Private Property 7,308 SF $ -
89 623 Drip Irrigation, West ROW, served from Private Property 1,400 SF $ -
90 623 Bubbler Irrigation Zones to New Trees, West ROW, north of Magnolia 2 EA $ -
91 623 Bubbler Irrigation Zones to New Trees, West ROW, south of Magnolia 6 EA $ -
92 623 Irrigation Concrol System- Medians and southwest tree bubbler zones 1 EA $ -
93 623 Back Flow Concrete Pad and Enclosure- Median 1 EA $ -
94 212 Turf Sod - West Parkway 7,330 SF
$ -
95 213 Landscape Boulders - 'A' Boulder 10 EA
$ -
96 213 Landscape Boulders - 'B' Boulder 7 EA
$ -
97 213 Landscape Weed Barrier Fabric (ALL Inorganic beds) 138 SY
$ -
98 213 Steel Edger 420 LF
$ -
99 213 Wood (Organic) Mulch 1,500 SF
$ -
100 213 Inorganic Mulch 1,250 SF
$ -
101 214 Ornamental Street Tree 2" 11 EA
$ -
102 214 Deciduous Street Tree 2" 10 EA
$ -
103 214 Shrubs 5 Gal 60 EA
$ -
104 214 Ornamental Grasses 1 Gal 70 EA
$ -
Landscaping Items - Phase 2
TOTAL BASE BID
IN WORDS
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, 7676 E Lincoln Ave & S
Lemay Ave Improvements.
NOW THEREFORE,
(a) If said Bid shall be rejected, or
(b) If said Bid shall be accepted and the Principal shall execute and deliver a Contract in the
form of Contract attached hereto (properly completed in accordance with said Bid) and
shall furnish a BOND for his faithful performance of said Contract, and for payment of all
persons performing labor or furnishing materials in connection therewith, and shall in all
other respects perform the Agreement created by the acceptance of said Bid, then this
obligation shall be void; otherwise the same shall remain in force and effect, it being
expressly understood and agreed that the liability of the Surety for any and all claims
hereunder shall, in no event, exceed the penal amount of this obligation as herein
stated.
The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety
and its BOND shall be in no way impaired or affected by any extension of the time within which
the OWNER may accept such Bid; and said Surety does hereby waive notice of any such
extension.
Surety Companies executing bonds must be authorized to transact business in the State of
Colorado and be accepted by the OWNER.
IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals
this day of , 20__, and such of them as are corporations have caused
their corporate seals to be hereto affixed and these presents to be signed by their proper
officers, the day and year first set forth above.
PRINCIPAL SURETY
Name:
Address:
By: By:
Title: Title:
ATTEST:
By:
(SEAL) (SEAL)
SECTION 00420
STATEMENT OF BIDDER'S QUALIFICATIONS
All questions must be answered and the data given must be clear and comprehensive. This
statement must be notarized. If necessary, questions may be answered on separate attached
sheets. The Bidder may submit any additional information he desires.
1. Name of Bidder:
2. Permanent main office address:
3. When organized:
4. If a corporation, where incorporated:
5. How many years have you been engaged in the contracting business under your present
firm or trade name?
6. Contracts on hand: (Schedule these, showing the amount of each contract and the
appropriate anticipated dates of completion.)
7. General character of Work performed by your company:
8. Have you ever failed to complete any Work awarded to you?
If so, where and why?
9. Have you ever defaulted on a contract?
If so, where and why?
10. Are you debarred by any government agency?
If yes list agency name.
11. List the more important projects recently completed by your company, stating the
approximate cost of each, and the month and year completed, location and type of
construction.
12. List your major equipment available for this contract.
13. Experience in construction Work similar in importance to this project:
14. Background and experience of the principal members of your organization, including
officers:
15. Credit available: $
16. Bank Reference:
17. Will you, upon request, fill out a detailed financial statement and furnish any other
information that may be required by the OWNER?
18. Are you licensed as a General Contractor?
If yes, in what city, county and state?
What class, license and numbers?
19. Do you anticipate subcontracting Work under this Contract?
If yes, what percent of total contract?
And to whom?
20. Are any lawsuits pending against you or your firm at this time?
IF yes, DETAIL
21. What are the limits of your public liability? DETAIL
What company?
22. What are your company's bonding limitations?
23. The undersigned hereby authorizes and requests any person, firm or corporation to
furnish any information requested by the OWNER in verification of the recital comprising
this Statement of Bidder's Qualifications.
Dated at ________________ this ______ day of __________________, 20__.
Company:
By: Printed:
Title:
State of
County of
being duly sworn deposes and says that he
is of
(Name) (Organization)
and that the answers to the foregoing questions and all statements therein contained are true
and correct.
Subscribed and sworn to before me this _______ day of____________, 20__.
(Seal)
Notary Public
My commission expires: .
SECTION 00430
SCHEDULE OF SUBCONTRACTORS
List all subcontractors for the work items listed below and all subcontractors performing over
15% of the contract.
ITEM SUBCONTRACTOR
SECTION 00500
AGREEMENT FORMS
00510 Notice of Award
00520 Agreement
00530 Notice to Proceed
SECTION 00510
NOTICE OF AWARD
DATE: [Date]
TO: [Contractor]
PROJECT: 7676 E Lincoln Ave & S Lemay Ave Improvements
OWNER: CITY OF FORT COLLINS (hereinafter referred to as "the OWNER")
You are hereby notified that your Bid dated [Contractor's Bid Date] for the above project has
been considered. You are the apparent successful Bidder and have been awarded an
Agreement for 7676 E Lincoln Ave & S Lemay Ave Improvements.
The Price of your Agreement is ($ ).
Three (3) copies of each of the proposed Contract Documents (except Drawings) accompany
this Notice of Award. Three (3) sets of the Drawings will be delivered separately or otherwise
made available to you immediately.
You must comply with the following conditions precedent within fifteen (15) days of the date of
this Notice of Award, that is by [Date].
1. You must deliver to the OWNER three (3) fully executed counterparts of the Agreement
including all the Contract Documents. Each of the Contract Documents must bear your
signature on the cover of the page.
2. You must deliver with the executed Agreement the Contract Security (Bonds) as
specified in the Instructions to Bidders, General Conditions (Article 5.1) and
Supplementary Conditions.
Failure to comply with these conditions within the time specified will entitle OWNER to consider
your Bid abandoned, to annul this Notice of Award and to declare your Bid Security forfeited.
Within ten (10) days after you comply with those conditions, OWNER will return to you one (1)
fully-signed counterpart of the Agreement with the Contract Documents attached.
City of Fort Collins
OWNER
By:
Gerry S. Paul
Director of Purchasing & Risk Management
SECTION 00520
AGREEMENT
THIS AGREEMENT is dated as of the [Day] day of [Month] in the year of 20[Year] and shall be
effective on the date this AGREEMENT is signed by the City.
The City of Fort Collins (hereinafter called OWNER) and
[Contractor] (hereinafter called CONTRACTOR)
OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth,
agree as follows:
ARTICLE 1. WORK
CONTRACTOR shall complete all Work as specified or indicated in the Contract
Documents. The Project for which the Work under the Contract Documents may
be the whole or only a part is defined as the construction of the 7676 E Lincoln
Ave & S Lemay Ave Improvements and is generally described in Section 01010.
ARTICLE 2. ENGINEER
The Project has been designed by Interwest Consulting Group. City of Fort
Collins Engineering Department is hereinafter called ENGINEER and will assume
all duties and responsibilities and will have the rights and authority assigned to
ENGINEER in the Contract Documents in connection with completion of the
Work in accordance with the Contract Documents.
ARTICLE 3. CONTRACT TIMES
3.1 The Work shall be Substantially Complete within fifty (50) 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 twenty (20)
calendar days after the date when the Contract Times commence to run.
3.2. Liquidated Damages. OWNER and CONTRACTOR recognize that time is
of the essence of this Agreement and that OWNER will suffer financial loss
if the Work is not completed within the times specified in paragraph 3.1.
above, plus any extensions thereof allowed in accordance with Article 12 of
the General Conditions.
They also recognize the delays, expenses and difficulties involved in
proving in a legal preceding the actual loss suffered by OWNER if the Work
is not completed on time. Accordingly, instead of requiring any such proof,
OWNER and CONTRACTOR agree that as Liquidated damages for delay
(but not as penalty) CONTRACTOR shall pay OWNER the amounts set
forth hereafter.
1) Substantial Completion:
Two Thousand Dollars ($2,000) for each calendar day or fraction
thereof that expires after the fifty (50) calendar day period for
Substantial Completion of the Work until the Work is Substantially
Complete.
2) Final Acceptance:
After Substantial Completion, Two Thousand Dollars ($2,000) for each
calendar day or fraction thereof that expires after the twenty (20)
calendar day period for Final Payment and Acceptance until the Work is
ready for Final Payment and Acceptance.
ARTICLE 4. CONTRACT PRICE
4.1 OWNER shall pay CONTRACTOR for performance of the Work in
accordance with the Contract Documents in current funds as follows:
Dollars ($ ), 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:
The Contract Drawings shall be stamped "Final for Construction" and
dated. Any revisions made shall be clearly identified and dated.
7.4. Addenda Numbers to , inclusive.
7.5. The Contract Documents also include all written amendments and other
documents amending, modifying, or supplementing the Contract
Documents pursuant to paragraphs 3.5 and 3.6 of the General Conditions.
7.6. There are no Contract Documents other than those listed or incorporated
by reference in this Article 7. The Contract Documents may only be
amended, modified or supplemented as provided in paragraphs 3.5 and 3.6
of the General Conditions.
ARTICLE 8. MISCELLANEOUS
8.1. Terms used in this Agreement which are defined in Article I of the General
Conditions shall have the meanings indicated in the General Conditions.
8.2. No assignment by a party hereto of any rights under or interests in the
Contract Documents will be binding on another party hereto without the
written consent of the party sought to be bound; and specifically but not
without limitations, moneys that may become due and moneys that are due
may not be assigned without such consent (except to the extent that the
effect of this restriction may be limited by law), and unless specifically
stated to the contrary in any written consent to an assignment no
assignment will release or discharge that assignor from any duty or
responsibility under the Contract Document.
8.3. OWNER and CONTRACTOR each binds itself, its partners, successors,
assigns and legal representatives to the other party hereto, its partners,
successors, assigns and legal representatives in respect to all covenants,
Agreement and obligations contained in the Contract Document.
OWNER: CITY OF FORT COLLINS CONTRACTOR: [CONTRACTOR]
By: By:
DARIN ATTEBERRY, CITY MANAGER
By:
GERRY S. PAUL PRINTED
DIRECTOR OF PURCHASING
AND RISK MANAGEMENT
Title: Title:
Date: Date:
Attest: (CORPORATE SEAL)
City Clerk
Address for giving notices:
P. O. Box 580
Fort Collins, CO 80522 Attest:
Approved as to Form Address for giving notices:
Assistant City Attorney
License No.:
SECTION 00530
NOTICE TO PROCEED
Description of Work: 7676 E Lincoln Ave & S Lemay Ave Improvements
To: [Contractor]
This notice is to advise you:
That the contract covering the above described Work has been fully executed by the
CONTRACTOR and the OWNER.
That the required CONTRACTOR's Performance Bond and Payment Bond have been received
by the OWNER.
That the OWNER has approved the said Contract Documents.
Therefore, as the CONTRACTOR for the above described Work, you are hereby authorized and
directed to proceed within ( ) calendar days from receipt of this notice as
required by the Agreement.
Dated this day of , 20 .
The dates for Substantial Completion and Final Acceptance shall be , 20_ and
, 20__, respectively.
City of Fort Collins
OWNER
By:
Title:
ACKNOWLEDGMENT OF NOTICE
Receipt of the above Notice to Proceed is hereby acknowledged this day of
, 20__.
CONTRACTOR: [Contractor]
By:
Title:
SECTION 00600
BONDS AND CERTIFICATES
00610 Performance Bond
00615 Payment Bond
00630 Certificate of Insurance
00635 Certificate of Substantial Completion
00640 Certificate of Final Acceptance
00650 Lien Waiver Release (CONTRACTOR)
00660 Consent of Surety
00670 Application for Exemption Certificate
SECTION 00610
PERFORMANCE BOND
Bond No.
KNOW ALL MEN BY THESE PRESENTS: that
(firm)
(address)
(an Individual), (a Partnership), (a Corporation), hereinafter referred to as the "Principal" and
(Firm)
(Address)
hereinafter referred to as "the Surety", are held and firmly bound unto City of Fort Collins, 300
Laporte Ave, Fort Collins, Colorado 80522 a (Municipal Corporation) hereinafter referred to as
the "OWNER", in the penal sum of Dollars ($ ) in lawful money of the United States,
for the payment of which sum well and truly to be made, we bind ourselves, successors and
assigns, jointly and severally, firmly by these presents.
THE CONDITIONS OF THIS OBLIGATION are such that whereas the Principal entered into a
certain Agreement with the OWNER, dated the [Day] day of [Month], 20[Year], a copy of which
is hereto attached and made a part hereof for the performance of The City of Fort Collins
Project, 7676 E Lincoln Ave & S Lemay Ave Improvements.
NOW, THEREFORE, if the Principal shall well, truly and faithfully perform its duties, all the
undertakings, covenants, terms, conditions and agreements of said Agreement during the
original term thereof, and any extensions thereof which may be granted by the OWNER, with or
without Notice to the Surety and during the life of the guaranty period, and if the Principal shall
satisfy all claims and demands incurred under such Agreement, and shall fully indemnify and
save harmless the OWNER from all cost and damages which it may suffer by reason of failure
to do so, and shall reimburse and repay the OWNER all outlay and expense which the OWNER
may incur in making good any default then this obligation shall be void; otherwise to remain in
full force and effect.
PROVIDED, FURTHER, that the said Surety, for value received, hereby stipulates and agrees
that no change, extension of time, alteration or addition to the terms of the Agreement or to the
Work to be performed thereunder or the Specifications accompanying the same shall in any way
affect its obligation on this bond; and it does hereby waive notice of any such change, extension
of time, alteration or addition to the terms of the Agreement or to the Work or to the
Specifications.
PROVIDED, FURTHER, that no final settlement between the OWNER and the CONTRACTOR
shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied.
PROVIDED, FURTHER, that the Surety Company must be authorized to transact business in
the State of Colorado and be acceptable to the OWNER.
IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts, each one of
which shall be deemed an original, this _____ day of _____ ____, 20__.
IN PRESENCE OF: Principal
(Title) (Title)
(Corporate Seal)
(Address)
IN PRESENCE OF: Other Partners
_____________________________ By:
_____________________________ By:
IN PRESENCE OF: Surety
_____________________________ By:_____________________________________
_____________________________
(Address)
(Surety Seal)
NOTE: Date of Bond must not be prior to date of Agreement. If CONTRACTOR is
Partnership, all partners should execute Bond.
SECTION 00615
PAYMENT BOND
Bond No.
KNOW ALL MEN BY THESE PRESENTS: that
(firm)
(address)
(an Individual), (a Partnership), (a Corporation), hereinafter referred to as the "Principal" and
(Firm)
(Address)
hereinafter referred to as "the Surety", are held and firmly bound unto the City of Fort Collins,
300 Laporte Ave., Fort Collins, Colorado 80522 a (Municipal Corporation) hereinafter referred to
as "the OWNER", in the penal sum of Dollars ($ ) in lawful money of the United
States, for the payment of which sum well and truly to be made, we bind ourselves, successors
and assigns, jointly and severally, firmly by these presents.
THE CONDITIONS OF THIS OBLIGATION are such that whereas the Principal entered into a
certain Agreement with the OWNER, dated the [Day] day of [Month], 20[Year], a copy of which
is hereto attached and made a part hereof for the performance of The City of Fort Collins
Project, 7676 E Lincoln Ave & S Lemay Ave Improvements.
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: 7676 E Lincoln Ave & S
Lemay Ave Improvements
PROJECT OR SPECIFIED PART SHALL LOCATION: Fort Collins, Colorado
INCLUDE:
OWNER: City of Fort Collins
CONTRACTOR: [Contractor]
CONTRACT DATE: [Date]
The Work performed under this contract has been inspected by authorized representatives of
the OWNER, CONTRACTOR, and the ENGINEER and the project or specified part of the
project, as indicated above) is hereby declared to be substantially completed on the above date.
A tentative list of items to be completed or corrected is appended hereto. This list may not be
exhaustive, and the failure to include an item on it does not alter the responsibility of the
CONTRACTOR to complete all the Work in accordance with the Contract Documents.
ENGINEER AUTHORIZED REPRESENTATIVE
DATE
The CONTRACTOR accepts the above Certificate of Substantial Completion and agrees to
complete and correct the items on the tentative list within the time indicated.
CONTRACTOR AUTHORIZED REPRESENTATIVE
DATE
The OWNER accepts the project or specified area of the project as substantially complete and
will assume full possession of the project or specified area of the project at 12:01 a.m., on
. The responsibility for heat, utilities, security, and insurance under
the Contract Documents shall be as set forth under "Remarks" below.
CITY OF FORT COLLINS, COLORADO By:
OWNER AUTHORIZED REPRESENTATIVE
DATE
REMARKS:
SECTION 00640
CERTIFICATE OF FINAL ACCEPTANCE
, 20__
TO: [Contractor]
Gentlemen:
You are hereby notified that on the day of , 20__, the City of
Fort Collins, Colorado, has accepted the Work completed by [Contractor] for the City of Fort
Collins project, 7676 E Lincoln Ave & S Lemay Ave Improvements.
A check is attached hereto in the amount of $ as Final
Payment for all Work done, subject to the terms of the Contract Documents which are dated
[Contract Date].
In conformance with the Contract Documents for this project, your obligations and guarantees
will continue for the specified time from the following date:____________ _, 20__.
Sincerely,
OWNER: City of Fort Collins
By:
Title:
ATTEST:
Title:
SECTION 00650
LIEN WAIVER RELEASE
(CONTRACTOR)
TO: City of Fort Collins, Colorado (OWNER)
FROM: [Contractor] (CONTRACTOR)
PROJECT: 7676 E Lincoln Ave & S Lemay Ave Improvements
1. The CONTRACTOR acknowledges having received payment, except retainage from the
OWNER for all work, labor, skill and material furnished, delivered and performed by the
CONTRACTOR for the OWNER or for anyone in the construction, design, improvement,
alteration, addition or repair of the above described project.
2. In consideration of such payment and other good and valuable consideration, the receipt
and adequacy of which are hereby acknowledged, the CONTRACTOR voluntarily waives
all rights, claims and liens, including but not limited to, mechanic's liens, Miller Act claims
(40 U.S.C.A. 270 a and b), stop notices, equitable liens and labor and material bond rights
which the CONTRACTOR may now or may afterward have, claim or assert for all and any
work, labor, skill or materials furnished, delivered or performed for the construction,
design, improvement, alteration, addition or repair of the above described project, against
the OWNER or its officers, agents, employees or assigns, against any fund of or in the
possession or control of the OWNER, against the project or against all land and the
buildings on and appurtenances to the land improved by the project.
3. The CONTRACTOR affirms that all work, labor and materials, furnished, delivered or
performed to or for the construction, design, improvement, alteration, addition or repair of
the project were furnished, delivered or performed by the CONTRACTOR or its agents,
employees, and servants, or by and through the CONTRACTOR by various
Subcontractors or materialmen or their agents, employees and servants and further
affirms the same have been paid in full and have released in full any and all existing or
possible future mechanic's liens or rights or claims against the project or any funds in the
OWNER'S possession or control concerning the project or against the OWNER or its
officers, agents, employees or assigns arising out of the project.
4. The CONTRACTOR agrees to defend and hold harmless the OWNER, the lender, if any,
and the Surety on the project against and from any claim hereinafter made by the
CONTRACTOR'S Subcontractors, materialmen, employees, servants, agents or assigns
against the project or against the OWNER or its officers, employees, agents or assigns
arising out of the project for all loss, damage and costs, including reasonable attorneys
fees, incurred as a result of such claims.
5. The parties acknowledge that the description of the project set forth above constitutes and
adequate description of the property and improvements to which this Lien Waiver Release
pertains. It is further acknowledged that this Lien Waiver Release is for the benefit of and
may be relied upon by the OWNER, the lender, if any, and Surety on any labor and
material bonds for the project.
Signed this day of , 20__.
CONTRACTOR: [CONTRACTOR]
By:
Title:
ATTEST:
Secretary
STATE OF COLORADO )
)ss.
COUNTY OF LARIMER )
Subscribed and sworn to before me this day of 20__,
by .
Witness my hand and official seal.
Notary Public
My Commission Expires:
SECTION 00660
CONSENT OF SURETY
TO: City of Fort Collins, Colorado (hereinafter referred to as the "OWNER")
CONTRACTOR: [Contractor]
PROJECT: 7676 E Lincoln Ave & S Lemay Ave Improvements
CONTRACT DATE: [Date]
In accordance with the provisions of the Contract between the OWNER and the CONTRACTOR
as indicated above, for .
(Surety)
on bond of
hereby approves of the Final Payment to the CONTRACTOR, and agrees that Final Payment to
the CONTRACTOR shall not relieve the Surety Company of any of its obligations to the
OWNER, as set forth in the said Surety Company's Bond.
IN WITNESS WHEREOF, the Surety Company has hereunto set its hand this
day of , 20____ .
(Surety Company)
By:
ATTACH: Power of Attorney and Certificate of Authority of Attorney(s)-in-Fact.
SECTION 00670
APPLICATION FOR EXEMPTION CERTIFICATE
Special Notice
Contractors who have completed this application in the past, please note the following changes
in procedure:
The Department will no longer issue individual Certificates of exemption to subcontractors. Only
prime contractors will receive a Contractor’s Exemption Certificate on exempt projects.
Upon receipt of the Certificate, the prime contractor should make a copy for each subcontractor
involved in the project and complete it by filling in the subcontractor’s name and address and
signing it.
The original Certificate should always be retained by the prime contractor. Copies of all
Certificates that the prime contractor issued to subcontractors should be kept at the prime
contractor’s place of business for a minimum of three years and be available for inspection in
the event of an audit.
Once an 89# has been assigned to you, please use the next five numbers following it for any
applications submitted for future projects. This should be your permanent number. For
instance, if you were assigned 89-12345-0001, every application submitted thereafter should
contain 89-12345 on the application. The succeeding numbers will be issued by the
Department of Revenue. DO NOT enter what you believe to be the next in sequence as this
may delay processing of your application.
SECTION 00700
GENERAL CONDITIONS
SECTION 00800
SUPPLEMENTARY CONDITIONS
SECTION 00800
SUPPLEMENTARY CONDITIONS
Conditions of the Contract
These Supplementary Conditions amend or supplement the General Conditions of the
Construction Contract (EJCDC General Conditions 1910-8, 1990 edition with City of Fort Collins
modifications) and other provisions of the Contract Documents as indicated below.
SC-5.4.8 Limits of Liability
A. Add the following language at the end of paragraph 5.4.8.
The limits of liability for the insurance required by the paragraph numbers of the
General Conditions listed below are as follows:
5.4.1 and 5.4.2
Coverage A - Statutory Limits
Coverage B - $100,000/$100,000/$500,000
5.4.3 and 5.4.5 Commercial General Liability policy will have limits of
$1,000,000 combined single limits (CSL). This policy will include coverage
for Explosion, Collapse, and Underground coverage unless waived by the
Owner.
5.4.6 The Comprehensive Automobile Liability Insurance policy will have
limits of $1,000,000 combined single limits (CSL).
5.4.9 This policy will include completed operations coverage/product
liability coverage with limits of $1,000,000 combined single limits (CSL).
SC-12.3 Add the following language to the end of paragraph 12.3.
Contractor will include in the project schedule zero (0) days lost due to abnormal
weather conditions.
SECTION 00900
ADDENDA, MODIFICATIONS AND PAYMENT
00950 Contract Change Order
00960 Application for Payment
SECTION 00950
CHANGE ORDER NO.
PROJECT TITLE: E Lincoln Ave & S Lemay Ave Improvements
CONTRACTOR: [Contractor]
PROJECT NUMBER: 7676
DESCRIPTION:
1. Reason for change:
2. Description of Change:
3. Change in Contract Cost:
4. Change in Contract Time:
ORIGINAL CONTRACT COST $ .00
TOTAL APPROVED CHANGE ORDER .00
TOTAL PENDING CHANGE ORDER .00
TOTAL THIS CHANGE ORDER .00
TOTAL % OF THIS CHANGE ORDER %
TOTAL C.O.% OF ORIGNINAL CONTRACT %
ADJUSTED CONTRACT COST $ .00
(Assuming all change orders approved)
ACCEPTED BY: DATE:
Contractor's Representative
ACCEPTED BY: DATE:
Project Manager
REVIEWED BY: DATE:
Title:
APPROVED BY: DATE:
Title:
APPROVED BY: DATE:
Purchasing Agent over $30,000
cc: City Clerk Contractor Engineer
Project File Architect Purchasing
Section 00960
APPLICATION FOR PAYMENT PAGE 1 OF 4
OWNER: City of Fort Collins PROJECT: APPLICATION NUMBER:
APPLICATION DATE:
PERIOD BEGINNING:
ENGINEER: CONTRACTOR: PERIOD ENDING:
PROJECT NUMBER:
CHANGE ORDERS Application is made for Payment as shown below in connection with Contract
NUMBER DATE AMOUNT
The present status of the account for this Contract is as
follows:
1
2 Original Contract Amount:
3 Net Change by Change Order:
Current contract Amount: $0.00
Total Completed and Stored to Date:
Less Previous Applications:
Amount Due this Application - Before Retainage: $0.00
Less Retainage:
Net Change by Change Order $0.00 AMOUNT DUE THIS APPLICATION: $0.00
CERTIFICATION:
The undersigned CONTRACTOR certifies that all obligations of CONTRACTOR incurred in connection with
the Work have been satisfied as required in Paragraph 14.3. of the General Conditions of the Contract.
The above Amount Due This Application is requested by the CONTRACTOR.
Date: By:
Payment of the above Amount Due This Application is recommended by the ENGINEER.
Date: By:
Payment of the above Amount Due This Application has been reviewed by the OWNER'S Project Manager.
Date: By:
Payment of the above Amount Due This Application is approved by the OWNER.
Date: By:
CONTRACT AMOUNTS
APPLICATION FOR
PAYMENT PAGE 2 OF 4
Work
Completed
Work
Completed
Work
Completed Stored
Bid
This
Month
Previous
Periods
To
Date Materials Total
Item This Earned Percent
Number Description Quantity Units
Unit
Price Amount Qty. Amount Qty. Amount Qty. Amount Period
To
Date Billed
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
TOTALS $0.00 $0.00 $0.00 $0.00 $0.00
CHANGE ORDERS APPLICATION FOR PAYMENT PAGE 3 OF 4
Work
Completed
Work
Completed
Work
Completed Stored
Bid
This
Month
Previous
Periods
To
Date Materials Total
Item This Earned Percent
Number Description Quantity Units
Unit
Price Amount Qty. Amount Qty. Amount Qty. Amount Period
To
Date Billed
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
TOTALS CHANGE
ORDERS $0.00 $0.00 $0.00 $0.00 $0.00
PROJECT TOTALS $0.00 $0.00 $0.00 $0.00 $0.00
STORED MATERIALS
SUMMARY PAGE 4 OF 4
On Hand Received Installed On Hand
Item Invoice Previous This This This
Number Number Description Application Period Period Application
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
TOTALS $0.00 $0.00 $0.00 $0.00
LINCOLN AND LEMAY IMPROVEMENT PROJECT
PROJECT SPECIAL PROVISIONS
PROJECT AND
STANDARD SPECIAL
PROVISIONS
E. LINCOLN AVE. AND S. LEMAY AVE.
IMPROVEMENT PROJECT
LINCOLN AND LEMAY IMPROVEMENT PROJECT
PROJECT SPECIAL PROVISIONS
2
PROJECT SPECIAL PROVISIONS
E. LINCOLN AVE AND S. LEMAY AVE IMPROVEMENT PROJECT
The Colorado Division of Transportation’s 2011 Standard Specifications for Road and Bridge
Construction controls construction of this project. The following special provisions supplement or
modify the Standard Specifications and take precedence over the Standard Specifications and plans.
When specifications of special provisions contain both English units and SI units, the English units
apply and are the specification requirement.
Other Technical Standards and Specifications that support this work are as follows in the order of
importance: Larimer County Urban Area Street Standards (LCUASS); Fort Collins Stormwater
Standards, and the latest revision of the "Manual on Uniform Traffic Control Devices for Streets and
Highways" (MUTCD). These documents are not included in the contract documents, but may be
obtained at the appropriate City or District Departments. It shall be the Contractors responsibility to
purchase and familiarize themselves with all the standard specifications.
PROJECT SPECIAL PROVISIONS
Item Page
Index Pages 2
Notice to Bidders 6
Commencement & Completion of Work 7
Revision of Section 101 - Definition of Terms 8
Revision of Section 102 – Bidding Requirements & Conditions 10
Revision of Section 105 - Control of Work 13
Revision of Section 107 – Performance of Safety Critical Work 14
Revision of Section 107 – Insurance 16
Revision of Section 108 – Prosecution and Progress 17
Revision of Section 202 - Removal of Trees, Shrubs and Stumps 22
Revision of Section 202 – Removal of Pipe 24
Revision of Section 202 – Removal of Bollard 25
Revision of Section 202 – Removal of Pavement Markings 26
Revision of Section 202 – Removal of Concrete Irrigation Structure 27
Revision of Section 202 – Removal of Sidewalk 28
Revision of Section 202 – Removal of Curb & Gutter 29
Revision of Section 202 – Removal of Concrete Pavement 30
Revision of Section 202 - Removal of Asphalt Mat 31
Revision of Section 202 – Removal of Barricade 32
Revision of Section 203 – Proof Rolling 33
Revision of Section 207 – Topsoil 34
Revision of Section 208 – Erosion Control 37
Revision of Section 209 – Watering and Dust Palliatives 38
Revision of Section 210 – Reset Riprap 39
Revision of Section 210 – Reset Fire Hydrant 40
Revision of Section 211 – Dewatering 41
Revision of Section 212 – Seeding, Fertilizer, Soil Conditioner, and Sodding 43
Revision of Section 213 – Mulching 46
Revision of Section 214 – Planting 50
LINCOLN AND LEMAY IMPROVEMENT PROJECT
PROJECT SPECIAL PROVISIONS
3
Revision of Section 306 – Reconditioning 53
Revision of Section 601 – Structural Concrete 54
Revision of Section 608 – Sidewalks and Bikeways 55
Revision of Section 608 – Concrete Curb Ramp 57
Revision of Section 609 – Curb and Gutter 59
Revision of Section 610 – Median Cover Material 60
Revision of Section 623 – Irrigation Systems 61
Revision of Section 627 – Pavement Marking 64
Revision of Section 630 – Construction Zone Traffic Control 65
Traffic Control Plan – General 66
Utilities 68
LINCOLN AND LEMAY IMPROVEMENT PROJECT
PROJECT SPECIAL PROVISIONS
4
STANDARD SPECIAL PROVISIONS
Item Date No. of Pages
Revision of Section 103 – Escrow of Proposal Documentation (May 5, 2011) 2
Revision of Section 105 – Disputes and Claims for Contract (January 31, 2013) 31
Adjustments
Revision of Section 105 – Violation of Working Time Limitation (February 3, 2011) 1
Revision of Section 106 – Certificates of Compliance and Certified (February 3, 2011) 1
Test Reports
Revision of Section 107 – Project Payrolls (May 2, 2013) 1
Revision of Section 107 – Responsibility for Damage Claims, (February 3, 2011) 1
Insurance Types, and Coverage Limits
Revision of Section 107 – Transfer of Stormwater Permit (April 26, 2012) 1
to the Contractor
Revision of Section 108 – Critical Path Method (August 19, 2011) 1
Revision of Section 108 – Liquidated Damages (May 2, 2013) 1
Revision of Section 108 – Subletting of Contract (January 31, 2013) 1
Revision of Section 109 – Compensation for Compensable Delays (May 5, 2011) 1
Revision of Section 109 – Fuel Cost Adjustment (February 3, 2011) 2
Revision of Section 109 – Measurement of Quantities (February 3, 2011) 1
Revision of Section 109 – Measurement of Water (January 6, 2012) 1
Revision of Section 109 – Prompt Payment (January 31, 2013) 1
Revision of Section 203, 206, 304, 613 – Compaction (July 19, 2012) 2
Revision of Section 206 – Structure Backfill (Flow-Fill) (April 26, 2012) 2
Revision of Section 208 – Erosion Log (January 31, 2013) 1
Revision of Section 212 – Seed (April 26, 2012) 1
Revision of Section 213 – Mulching (January 31, 2013) 4
Revision of Section 250 – Environmental, Health and Safety (July 19, 2012) 1
Management
Revision of Section 412 – Portland Cement Concrete Pavement (February 3, 2011) 1
Finishing
Revision of Section 212, 601, 711 – Liquid Membrane-Forming (May 5, 2011) 1
Compounds for Curing Concrete
Revision of Section 601 – Concrete Batching (February 3, 2011) 1
Revision of Section 601 – Concrete Finishing (February 3, 2011) 1
Revision of Section 601 – Concrete Form and Falsework Removal (July 28, 2011) 2
Revision of Section 601 – Concrete Slump Acceptance (July 29, 2011) 1
Revision of Section 601 – Depositing Concrete Under Water (May 2, 2013) 1
Revision of Section 601 – Fiber Reinforced Concrete (May 2, 2013) 1
Revision of Section 603, 624, 705 – Drainage Pipe (April 26, 2012) 2
Revision of Section 703 – Concrete Aggregate (July 28, 2011) 1
Revision of Section 712 – Water for Mixing or Curing Concrete (February 3, 2011) 1
Affirmative Action Requirements – Equal Employment Opportunity (February 3, 2011) 10
Disadvantaged Business Enterprise – Definitions and Requirements (February 3, 2011) 14
Minimum Wages Colorado, U.S. Department of Labor General (January 4, 2013) 56
Decision Numbers CO130016 thru CO130024, Highway Construction
Statewide On the Job Training (July 29, 2011) 3
Partnering Program (February 3, 2011) 1
Required Contract Provisions – Federal-Aide Construction Contracts (July 19, 2012) 14
LINCOLN AND LEMAY IMPROVEMENT PROJECT
PROJECT SPECIAL PROVISIONS
5
PROJECT SPECIAL PROVISIONS
LINCOLN AND LEMAY IMPROVEMENT PROJECT
PROJECT SPECIAL PROVISIONS
6
NOTICE TO BIDDERS
The proposal guaranty shall be certified check, cashier’s check or bid bond in the amount of 5 percent of the
Contractor’s total bid.
Pursuant to subsections 102.04 and 102.05, it is recommended that bidders on this project review the work site
and plan details with an authorized City of Fort Collins representative. Prospective bidders shall contact the
following authorized City representatives at least 12 hours in advance of the time they wish to go over the project:
PROJECT MANAGER Rick Richter
Engineering Department
City of Fort Collins
281 North College Ave
Fort Collins, CO 80524
Office Phone: (970)221-6605
Email: rrichter@fcgov.com
PROJECT ENGINEER Tracy Dyer
Engineering Department
City of Fort Collins
281 North College Ave
Fort Collins, CO 80524
Office Phone: (970)222-0855
Email: tdyer@fcgov.com
The above referenced individuals are the only representatives of the City of Fort Collins with authority to provide
any information, clarification, or interpretation regarding the plans, specifications, and any other contract
documents or requirements.
All questions shall be directed to the City of Fort Collins contacts listed above and must be submitted 7 full
business days prior to the bid opening. Final questions and answers will be posted no later than Tuesday morning
of bid opening week.
LINCOLN AND LEMAY IMPROVEMENT PROJECT
PROJECT SPECIAL PROVISIONS
7
COMMENCEMENT AND COMPLETION OF WORK
The Contractor shall commence work under the Contract on or before the 5th day following Contract execution or
the 20th day following the date of award, whichever comes later, unless such time for beginning the work is
changed by the Project Engineer in the "Notice to Proceed." The Contractor shall complete all work within 70
calendar days in accordance with the "Notice to Proceed."
Section 108 of the Standard Specifications is hereby revised for this project as follows:
Subsection 108.03 shall include the following:
The Contractor's progress schedule may be a Bar Chart Schedule.
Salient features to be shown on the Contractor's Progress Schedule are:
(1) Mobilization
(2) Construction Surveying (By City Forces)
(3) Construction Traffic Control
(4) Erosion Control
(5) Removals and Adjustments
(6) Roadway Earthwork
(7) Storm Sewer Improvements
(8) Utility Stubs
(9) Utility Coordination and Relocations
(10) Curb, Gutter and Sidewalk
(11) Concrete Pavement
(12) Asphalt Pavement
(13) Seeding
(14) Landscaping Restoration
(15) Signing and Striping (By City Forces)
(16) Traffic Signals (By City Forces)
(17) Cleanup and punch list
LINCOLN AND LEMAY IMPROVEMENT PROJECT
PROJECT SPECIAL PROVISIONS
8
REVISION OF SECTION 101
DEFINITIONS OF TERMS
Section 101 of the Standard Specifications is hereby revised for this project as follows:
Subsection 101.01, Abbreviations, line 25 is deleted and replaced with the following:
CDOT Colorado Department of Transportation or The City of Fort Collins, as applicable.
Subsection 101.10, CDOT Resident Engineer, is deleted and replaced with the following:
101.10 CDOT Resident Engineer. The City of Fort Collins acting either directly or through an authorized
representative, who is responsible for the project’s engineering and administrative supervision.
In subsection 101.17, Contract, delete the first paragraph and replace with the following:
101.17 Contract. The written agreement between the City of Fort Collins and the Contractor setting forth the
obligations of the parties for the performance of work and the basis of payment.
Subsection 101.23, Contractor, is deleted and replaced with the following:
101.23 Contractor. The individual, firm, or corporation contracting with the City of Fort Collins for
performance of prescribed work.
Subsection 101.25, County, is deleted and replaced with the following:
101.25 County. The City of Fort Collins acting through its authorized representative. The City of Fort Collins
and City will be interchangeable in this Contract.
Subsection 101.28, Department, is deleted and replaced with the following:
101.28 Department. The City of Fort Collins.
Subsection 101.29, Engineer, is deleted and replaced with the following:
101.29 Engineer. The City of Fort Collins acting directly or through an authorized representative, who is
responsible for engineering and administrative supervision of the project. The terms Engineer, Project Engineer,
and Project Manager will be interchangeable in this contract.
Subsection 101.36, Holidays, is deleted and replaced with the following:
101.36 Holidays. Holidays recognized by the City of Fort Collins are:
New Year’s Day
Dr. Martin Luther King, Jr.’s Birthday (observed)
President’s Day
Memorial Day
Independence Day
Labor Day
Veteran’s Day
LINCOLN AND LEMAY IMPROVEMENT PROJECT
PROJECT SPECIAL PROVISIONS
9
REVISION OF SECTION 101
DEFINITIONS OF TERMS
Thanksgiving Day
Day after Thanksgiving
Christmas Day
When New Year’s Day, Independence Day, or Christmas Day fall on a Sunday, the following Monday shall be
considered a holiday. When one of these days falls on a Saturday, the preceding Friday shall be considered a
holiday.
Subsection 101.39, Laboratory, is deleted and replaced with the following:
101.39 Laboratory. The testing laboratory designated by the City of Fort Collins or any other testing laboratory
that may be designated by the Engineer.
In subsection 101.48, Preconstruction Conference, delete CDOT and replace with City of Fort Collins.
Subsection 101.51, Project Engineer, is deleted and replaced with the following:
101.51 Project Engineer. The Engineer’s duly authorized representative who may be a City employee or an
employee of a consulting engineer (consultant) under contract to the City of Fort Collins as defined below:
(a) The City of Fort Collins Project Engineer. The City of Fort Collins’s duly authorized representative who
is in direct charge of the work and is responsible for the administration and satisfactory completion of the
project under contract.
(b) Consultant Project Engineer. The consultant’s employee under the responsible charge of the consultant’s
Professional Engineer who is in direct charge of the work and is responsible for the administration and
satisfactory completion of the project. The Consultant Project Engineer’s duties are delegated by the
Project Engineer in accordance with the scope of work in the consultant’s contract with the City. The
Consultant Project Engineer is not authorized to sign or approve Contract Modification Orders.
Subsection 101.58, Region Transportation Director, is deleted.
In subsection 101.76, State, State shall mean The City of Fort Collins, Larimer County, Colorado where
applicable.
LINCOLN AND LEMAY IMPROVEMENT PROJECT
PROJECT SPECIAL PROVISIONS
10
REVISION OF SECTION 102
BIDDING REQUIREMENTS AND CONDITIONS
Section 102 of the Standard Specifications is revised as follows:
Subsection 102.04, Interpretation of Plans and Specifications, is deleted and replaced with the following:
102.04 Interpretation of Plans and Specifications
Any change to proposal forms, plans, or specifications prior to the opening of proposals will be issued by the City
of Fort Collins by mail or email to all holders of proposal forms. Certain individuals are named in the project
specifications who have the authority to provide information, clarification or interpretation to bidders prior to
opening of proposals. Information obtained from persons other than those named individuals is invalid and shall
not be used for bidding purposes.
In Subsection 102.05, Examination of Plans, Specifications, Special Provisions, and Site of Work, the following is
included after the final (fifth) paragraph:
The project Construction Documents and supporting information will be available for review until the date set for
opening of bids at the following locations:
1. Online at the City of Fort Collins Buy speed Webpage, www.fcgov.com/eprocurement
2. City of Fort Collins Purchasing Department, 215 N Mason Street, 2nd Floor, Fort Collins, Colorado 80524
Subsections 102.06, Preparation of Proposal, and 102.07, Irregular Proposals, are deleted and replaced with the
following:
102.06 Preparation of Proposal
The bidder shall submit the proposal (bid) upon the forms furnished by the City of Fort Collins. The bidder shall
submit completed CDOT Forms 606 and 714 with their bid or the bid will be rejected. The bidder shall specify a
unit price for each pay item for which a quantity is given and shall also show the mathematical products of the
respective unit prices and the estimated quantities in the column provided for that purpose, together with the total
amount of the bid obtained by adding such mathematical products. All the entries shall be in ink or typewritten.
When the bid contains an alternative pay item, which has been approved by the City of Fort Collins, the choice of
that item by the bidder shall be indicated in accordance with the specifications for that particular item. No further
choices will be permitted.
The Contractor's bid must be signed in ink by an individual with legal authority to bind the Contractor. Such an
individual includes the owner of a sole proprietorship, one of more partner members of a partnership, one or more
authorized members or officers of each firm representing a joint venture, the president or vice-president of a
corporation, or an authorized agent of the Contractor. Anyone signing as agent for a Contractor must file with the
City of Fort Collins written evidence of such authority.
(a) Proposal Guaranty. A proposal will not be read and will be rejected unless accompanied by a guaranty of the
character and in an amount not less than the amount indicated in the "INSTRUCTIONS TO BIDDERS"
statement, found in the Special Provisions portion of the bidding documents. If the proposal Guaranty is a bid
bond, the bid bond will be in the format presented in the proposal. No other wording will be accepted.
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REVISION OF SECTION 102
BIDDING REQUIREMENTS AND CONDITIONS
(b) Delivery of Bids. Each bid shall be submitted separately in a sealed envelope to the City of Fort Collins by
mail, personal delivery, or messenger service at the location indicated in the invitation for bids. The envelope
shall be clearly labeled to identify it as a bid for the subject public project.
The sealed bid shall be addressed to:
City of Fort Collins Purchasing Division
215 N Mason Street, 2nd Floor
Fort Collins, Colorado 80524
All bids shall be filed at the place specified in the invitation for bids and prior to the time specified therein. Bids
received after the time for opening of bids will be returned to the Contractor unopened.
(c) Withdrawal of Bids Prior to Bid Opening. Prior to bid opening, a Contractor may withdraw or revise a bid
after it has been deposited with the City. Withdrawal of bids may be made either in writing or in person; however,
any bid withdrawn for the purpose of revision must be re-deposited before the time set forth for opening of bids in
the invitation for bids. A bid may not be withdrawn after the time set for opening of bids.
Before a bid may be withdrawn, proper identification and verification of the authority of the individual requesting
to withdraw shall be obtained. The fact of such withdrawal shall be documented, in writing, by the City.
(d) Receiving Bids. Sealed bids will be received by The City of Fort Collins at the place specified in the
invitation for bids until the time and date specified in the invitation for bids. Bids must be submitted to The City
of Fort Collins in a manner that ensures that The City of Fort Collins receives a complete bid with original
signature(s), including submission by U.S. mail, personal delivery, or messenger service. Bids submitted in a
manner that results in The City of Fort Collins receiving an incomplete bid, a bid without original signature(s), or
a bid not in the approved form, including submission by telephone, facsimile machine, telegram or mailgram, will
not be accepted or considered but will be rejected.
(e) Opening of Bids. Bids shall be opened and read publicly at the time and place specified in the invitation for
bids. Such opening shall be performed by an authorized employee of The City of Fort Collins in the presence of at
least one witness. Contractors, their authorized agents, and other interested parties are invited to be present.
(f) Rejection of Individual Bids. Individual bids may be rejected for any of the following reasons:
1. If the Contractor fails to submit completed CDOT Forms 606 and 714.
2. If the bid is on a form other than that prescribed by The City of Fort Collins, if the form is altered or any
part thereof is detached, or if the form does not contain original signatures.
3. If there are unauthorized additions, conditional or alternate bids, or irregularities of any kind which may
tend to make the bid incomplete, indefinite, or ambiguous.
4. If the Contractor fails to acknowledge in the bid that it has received all addenda (if any) current on the
date of opening the bids.
5. If the bid does not contain a unit price for each pay item listed except in the case of authorized alternative
pay items, the mathematical products of the respective unit prices, and the estimated quantities, and the
total amount of the bid obtained by adding such mathematical products.
6. If the City of Fort Collins determines that any of the unit bid prices are materially unbalanced to the
potential detriment of The City of Fort Collins. There are two types of unbalanced bids: (1)
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REVISION OF SECTION 102
BIDDING REQUIREMENTS AND CONDITIONS
mathematically unbalanced and, (2) materially unbalanced. The mathematically unbalanced bid is a bid
containing lump sum or unit pay items which do not reflect reasonable actual costs plus a reasonable
proportionate share of the bidder's anticipated profit, overhead costs, and other indirect costs, but not
necessarily to the detriment of The City of Fort Collins. These costs shall all relate to the performance of
the items in question. The materially unbalanced bid is a mathematically unbalanced bid which The City
of Fort Collins determines leaves reasonable doubt that award will result in the lowest ultimate cost to
The City of Fort Collins, or that award is in the public interest.
7. If the Contractor submitting the bid is affiliated with another contractor that has submitted a bid on the
same public project.
8. If the Contractor submitting the bid has been asked in writing to show why it should not be found in
default on a City of Fort Collins contract.
9. If the Contractor submitting the bid has had its prequalification by the Colorado Department of
Transportation and/or The City of Fort Collins revoked, or if the contractor submitting the bid is currently
under debarment or suspension by the Colorado Department of Transportation and/or The City of Fort
Collins.
The City of Fort Collins reserves the right to reject any or all bids, to waive technicalities, to further negotiate
price, scope of work, terms, and conditions with the successful bidder, or to advertise for new bids, if, in the
judgment of the City, the best interests of the City will be promoted thereby.
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REVISION OF SECTION 105
CONTROL OF WORK
Section 105 of the Standard Specifications is hereby revised for this project as follows:
Subsection 105.22 shall be revised as follows:
The Colorado Department of Transportation will not participate in the resolution for any claims filed by the
contractor.
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REVISION OF SECTION 107
PERFORMANCE OF SAFETY CRITICAL WORK
Section 107 of the Standard Specifications is revised as follows:
Add subsection 107.061 immediately following subsection 107.06 as follows:
107.061 Performance of Safety Critical Work. The following work elements are considered safety critical
work for this project:
(1) Work requiring the use of cranes or other lifting equipment.
(2) Temporary works: falsework and shoring that exceeds 5 feet in height.
The Contractor shall submit, for record purposes only, an initial detailed construction plan that addresses safe
construction of each of the safety critical elements. When the specifications already require an erection plan or a
bridge removal plan, it shall be included as a part of this plan. The detailed construction plan shall be submitted
two weeks prior to the safety critical element conference described below. The construction plan shall be stamped
“Approved for Construction” and signed by the Contractor. The construction plan will not be approved by the
Engineer.
The Construction Plan shall include the following:
(1) Safety critical element(s) for which the plan is being prepared.
(2) Contractor or subcontractor responsible for the plan preparation and the work.
(3) Schedule, procedures, equipment, and sequence of operations, that comply with the working hour
limitations.
(4) Temporary works required: falsework, bracing, shoring, etc.
(5) Additional actions that will be taken to ensure that the work will be performed safely.
(6) Names and qualifications of workers who will be in responsible charge of the work:
a. Years of experience performing similar work
b. Training taken in performing similar work
c. Certifications earned in performing similar work
(7) Names and qualifications of workers operating cranes or other lifting equipment
a. Years of experience performing similar work
b. Training taken in performing similar work
c. Certifications earned in performing similar work
(8) The construction plan shall address how the Contractor will handle contingencies such as:
a. Unplanned events (Storms, traffic accidents, etc.)
b. Structural elements that don’t fit or line up
c. Replacement of workers who don’t perform the work safely
d. Equipment failure
e. Other potential difficulties inherent in the type of work being performed
(9) Name and qualifications of Contractor’s person designated to determine and notify the Engineer in
writing when it is safe to open a route to traffic after it has been closed for safety critical work.
(10) Bridge erection plan when submitted as required elsewhere by the specifications. Plan requirements
that overlap with above requirements may be submitted only once.
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REVISION OF SECTION 107
PERFORMANCE OF SAFETY CRITICAL WORK
A safety critical element conference shall be held two weeks prior to beginning construction on each safety
critical element. The Engineer, the Contractor, the safety critical element subcontractors, and the Contractor’s
Engineer shall attend the conference. Required pre-erection conference may be included as a part of this
conference.
After the safety critical element conference, and prior to beginning work on the safety critical element, the
Contractor shall submit a final construction plan to the Engineer for record purposes only. The Contractor’s
Engineer shall sign and seal temporary works, such as falsework, shoring, etc., related to construction plans for
the safety critical elements, (1) Work requiring the use of cranes or other lifting equipment and (2) Temporary
Work. The final construction plan shall be stamped “Approved for Construction” and signed by the Contractor.
The Contractor shall perform safety critical work only when the Engineer is on the project site. The Contractor’s
Engineer shall be on site to inspect and provide written approval of safety critical work for which he provided
signed and sealed construction details. Unless otherwise directed or approved, the Contractor’s Engineer need not
be on site during the actual performance of safety critical work, but shall be present to conduct inspection for
written approval of the safety critical work.
When ordered by the Engineer, the Contractor shall immediately stop safety critical work that is being performed
in an unsafe manner or will result in an unsafe situation for the traveling public. Prior to stopping work, the
Contractor shall make the situation safe for work stoppage. The Contractor shall submit an acceptable plan to
correct the unsafe process before the Engineer will authorize resumption of the work.
When ordered by the Engineer, the Contractor shall remove workers from the project that are performing the
safety critical work in a manger that creates an unsafe situation for the public in accordance with subsection
108.05.
Should an unplanned event occur or the safety critical operation deviate from the submitted plan, the Contractor
shall immediately cease operations on the safety critical element, except for performing any work necessary to
ensure worksite safety, and provide proper protection of the work and the traveling public. If the Contractor
intends to modify the submitted plan, he shall submit a revised plan to the Engineer prior to resuming operations.
All costs associated with the preparation and implementation of each safety critical element construction plan will
not be measured and paid for separately, but shall be included in the work.
Nothing in the section shall be construed to relieve the Contractor from ultimate liability for unsafe or negligent
acts or to be a waiver of the Colorado Governmental Immunity Act on behalf of the Department.
All costs associated with the preparation and implementation of each safety critical work element construction
plan and meeting will not be measured or paid for separately, but shall be included in the work.
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REVISION OF SECTION 107
INSURANCE
Section 107 of the Standard Specifications is revised as follows:
Subsection 107.18 is hereby revised as follows:
For this project all insurance certificates shall name The City of Fort Collins and the Colorado Department of
Transportation as an additionally insured party.
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REVISION OF SECTION 108
PROSECUTION AND PROGRESS
Section 108 of the Standard Specifications is revised as follows:
Subsection 108.03, shall include the following:
Project Meetings
A. Pre-Construction Conference: A Pre-Construction Conference will be held after Notice of Award and
before the Notice to Proceed. The date, time and location will be determined after Notice of Award. The
conference shall be attended by:
1. Contractor and Contractor’s Superintendent
a. Contractor shall designate/introduce Superintendent
b. At this time the Superintendent will be expected to show that he has sufficient knowledge
of the specifications and plans to orchestrate and coordinate the construction activities for
this job.
2. Contractor’s Subcontractors
a. Contractor shall designate/introduce major Subcontractor’s supervisors assigned to the
project.
3. Engineer
4. Owner
5. Others as required by the Contractor, City, or Engineer.
Unless previously submitted to the City, the Contractor shall bring to the conference a tentative schedule of the
construction project. Shop drawings and other submittals shall be included in the schedule. Any submittals
requiring long lead times and therefore must be expedited shall be submitted at the pre-construction conference,
or as soon thereafter as possible.
The purpose of the conference is to designate responsible personnel and establish a working relationship. Matters
requiring coordination will be discussed and procedures for handling such matters established. The agenda will
include:
1. Contractor’s tentative Schedule
a. The Contractor shall submit a detailed project schedule showing milestones and the critical path
for the Lincoln and Lemay Improvement project. This schedule shall be agreed to by both the
City and the Contractor. It shall be made in writing and signed by both parties.
2. Permit applications and submittals, including Dewatering Permit, and Erosion and Sediment Control
Plan.
3. Transmittal, review and distribution of Contractor’s submittals.
4. Processing application for payment.
5. Maintaining record documents.
6. Field decision and change orders.
7. Use of premises, office and storage areas, staging areas, security, housekeeping, and City’s needs.
8. Proposed daily construction hours for the City’s approval
9. Designation of access routes and parking.
10. Contractor’s assignment of safety and first aid.
B. Construction Progress Meetings: Progress meetings will be conducted weekly or at some other frequency,
if approved by the City. These meetings shall be attended by the City, the Engineer, the Contractor’s
representative and any others invited by these people.
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REVISION OF SECTION 108
PROSECUTION AND PROGRESS
The Engineer will conduct the meeting and the Engineer will arrange for keeping the minutes and distributing the
minutes to all persons in attendance.
The agenda of these project meetings will include construction progress, the status of submittal reviews, and the
status of information requests, critical work sequencing, review of strategies for connections into existing
facilities, status of field orders and change orders, and any general business.
The Contractor will prepare a “two week look ahead” schedule to facilitate coordination of work items.
The schedule shall be monitored closely during construction and may be updated by written agreement of the
parties as changes occur in the project progress. If the milestones are not met, the City may utilize the remedies
provided in the General Conditions as well as any other remedy provided by the Contract Documents or provided
by law or equity. The City may also assess liquidated damages as outline in Article 2, Section 3.2 of the
Agreement.
The Engineer or Engineer’s Field Representative and Contractor shall agree to weekly quantities at the progress
meetings. The weekly quantity sheets shall be signed by both parties. These quantity sheets, when signed, shall
be final and shall be the basis for the monthly progress estimates. This process ensures accurate monthly project
pay estimates.
C. The Engineer may hold coordination conferences, to be attended by all parties involved, when the
Contractor’s operations affect or are affected by the work of others.
1. Contractor shall participate in such conferences accompanied by Subcontractors as required by the
Engineer.
Construction Schedules
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 City’s acceptance of the Construction Progress Schedule and
Report of delivery of equipment and materials.
B. Format and Submissions
1. Prepare construction and procure schedules in a graphic format suitable for displaying scheduled
and actual progress.
2. Submit two copies of each schedule to City for review.
i. Owner will return one copy to Contractor with revisions suggested or necessary for
coordination of the Work with the needs of City or others.
ii. The Contractor will be required to submit a weekly progress schedule showing work to
be completed, labor, equipment, work hours and methods of construction for the
upcoming week. This schedule will be required every week during the weekly progress
meeting in a daily calendar format.
3. The schedule must show how the roadway and underground utilities work will be coordinated.
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REVISION OF SECTION 108
PROSECUTION AND PROGRESS
C. Content
1. Construction Progress Schedule
i. Show the complete work sequence of construction by activity and location.
ii. Show changes to traffic control.
iii. Show project milestones.
2. Equipment, Materials and Submittals Schedule
i. Show delivery status of critical and major items of equipment and materials
ii. Include a critical path schedule for Shop Drawings, tests, land closures, and other
submittal requirements for equipment and materials.
D. City’s Responsibility
1. City’s review is only for the purpose of checking conformity with the Contract Documents and
assisting the Contractor in coordinating the Work with the needs of the Project.
2. It is not to be construed as relieving contractor from any responsibility to determine the means,
methods, techniques, sequences and procedures of construction.
Modifications to Time of Completion in the Approved Schedule
The date of beginning and the time for completion of the work are essential conditions of the Contract Documents
and the work embraced shall be commenced on a dated specified in the Notice to Proceed.
The Contractor will proceed with the work at such rate of progress to ensure full completion within the contract
time. It is expressly understood and agreed by and between the Contractor and the City that the contract time for
completion of the work described herein is a reasonable time, taking into consideration the climatic and other
factors prevailing in the locality of the work.
Every effort shall be made by the Contractor to complete the project within the “Contract Time” shown in the
proposal. The “Contract Time” anticipated “Normal” weather and climate conditions in and around the vicinity
of the Project site during the times of year that the construction will be carried out. Extensions of time based
upon weather conditions shall be granted only if the Contractor demonstrates clearly that such conditions were
“unusually severe,” would not have been reasonably anticipated, and that such conditions adversely affected the
Contractor’s work and thus required additional time to complete the work.
The following specifies the procedure for the determination of time extensions for unusually severe weather. The
listing below defines the anticipated number of calendar days lost to adverse weather for each month and is based
upon National Oceanic and Atmospheric Administration (NOAA) or similar data for the geographic location of
the project.
Monthly Anticipated Calendar Days Lost to Adverse Weather Conditions
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
7 4 4 4 6 3 4 2 3 3 2 5
The above schedule of anticipated adverse weather will constitute the base line for monthly (or portion thereof)
weather time evaluations. Upon acknowledgment of the Notice to Proceed and continuing throughout the
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REVISION OF SECTION 108
PROSECUTION AND PROGRESS
contract on a monthly basis, actual adverse weather days and the impact of adverse weather days that delay the
work will be recorded on a day-to-day basis. It is assumed that the work will be carried out Mondays through
Fridays (holidays accepted) unless an approved construction schedule or written authorization from the City
indicates otherwise. The number of days of delayed work due to adverse weather or the impact thereof will then
be compared to the monthly adverse weather schedule above.
An actual adverse weather day must prevent work for 50 percent or more of the Contractor’s workday, delay
work critical to the timely completion of the project, and be documented by the Contractor. The City
Representative observing the construction shall determine on a daily basis whether or not work can proceed or if
work is delayed due to adverse weather or the effects thereof. The Contractor shall notify the Engineer in writing
of any disagreement as to whether or not work can proceed on a given date, within 2 calendar days of that date.
The City will use the above written notification in determining the number of working days for which work was
delayed during each month.
At the end of each month, if the number of working days for which work was delayed due to adverse weather
exceeds that shown in the above schedule, a Change Order will be executed which increases the Contract Time.
The number of work days delayed due to adverse weather or the impact thereof will then be converted to Calendar
Days based on the contract completion day and date. The conversion assumes a 5-day work week, Mondays
through Fridays, holidays excepted; should the Contractor have authorization to work weekends and/or holidays,
and then the method of conversion of workdays to calendar days would take this into consideration. The contract
time period will then be increased by the number of calendar days calculated above and a new contract
completion day and date will be set.
The Contractor’s schedule must reflect the above-anticipated adverse weather delays on all weather-dependent
activities.
While extension of time shall be granted for “unusually severe” weather or climate conditions, the Owner shall
make no monetary compensation for any costs to the Contractor arising out of such delays. The Contractor shall
comply with the portions of the Contract Documents relating to his project schedule and amendments thereto
which result from the “unusually severe” weather condition.
Breakdowns in equipment or lack of performance by the Contractor will not be considered justification for an
extension of time. Liquidated damages will be assessed as delineated elsewhere.
The Contractor shall not be charged with liquidated damages or any excess cost when the delay in completion of
the work is due to the following, and the Contractor has promptly given written notice of such delay to the City or
Engineer.
1. To any preference, priority, or allocation order duly issued by the City.
2. To unforeseeable causes beyond the control and without the fault or negligence of the Contractor,
including but not restricted to, acts of God, or of the public enemy, acts of the City, acts of another
Contractor in the performance of a contract with the City, fires, floods, epidemics, quarantine restrictions,
strikes, freight embargoes, and abnormal and unforeseeable weather as provided above.
3. To any delays of Subcontractors occasioned by any of the causes specified in paragraphs 1 and 2, above.
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21
Work Hours: Standard work hours are 7 AM to 6 PM, Monday through Friday. No work shall be permitted on
weekends or holidays without written approval from the Project Manager. Work requests beyond normal working
hours must be submitted to the Project Manager a minimum of (3) working days prior to the request date.
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REVISION OF SECTION 202
REMOVAL OF TREES, SHRUBS, AND STUMPS
Section 202 of the Standard Specifications is hereby revised for this project as follows:
Subsection 202.02 shall include the following:
This work includes the removal of trees along Lincoln Ave and the trees and shrubs in the median in Lemay as
designated on the plan or as directed by the Project Engineer. This work includes the preservation from injury or
defacement of all vegetation and objects designated to remain.
In conducting tree removal operations, all work shall be performed using methods and equipment in such a
manner so as to avoid and prevent damage to other plants (except minor damage to turf), properties, structures or
persons. The ANSI Z133.1 for Arboricultural Operations – Safety Requirements is the industry-developed
national consensus safety standard. ANSI Z133.1 shall be referenced by the City Forester in interpreting this
specification.
For trees and shrubs indicated to be removed, the Contractor shall remove entire tree or shrub to permit
installation of new construction. Grind down tree stumps and remove roots larger than 3 inches in diameter,
obstructions, and debris to a depth of 18 inches below exposed subgrade. Remove entire shrub including roots.
Chip removed tree branches less than 15” diameter. Chippings and branches greater than 15” diameter shall be
removed from site and delivered to the City Wood Lot near the Drake Water Reclamation Facility in Fort Collins,
CO. Contact Del Bernhardt at dbernhardt@fcgov.com or 970-221-6306 three days prior to delivery.
Excavate remaining soil within median area, outside of the dripline of trees to be protected, to a depth of 42” to
allow for new topsoil as per Section 207. The removed material shall become the property of the Contractor and
shall be disposed of outside the project site legally.
Work shall be performed by a Fort Collins licensed arborist following City of Fort Collins Tree Management
Standards under the direction of the City Forester. Only companies that hold a current City of Fort Collins
Arborist License with the Pruning and Removal/Climbing category will be eligible to submit a valid bid.
Subsection 202.11 shall include the following:
Tree removals will be measured by the number of trees removed and accepted.
The removal of the existing stumps will be measured by the number of tree stumps removed and accepted.
Potholing will not be paid separately and shall be included in the cost for removal of tree or tree stump.
Subsection 202.12 shall include the following:
Pay Item Pay Unit
Removal of Tree Each
Removal of Median Tree Each
Removal of Median Shrubs and Topsoil Cubic Yard
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Removal of Tree Stump Each
All clearing and grubbing directed by the Engineer will be paid for as lump sum under the clearing and grubbing
item.
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PROJECT SPECIAL PROVISIONS
24
REVISION OF SECTION 202
REMOVAL OF PIPE
Section 202 of the Standard Specifications is hereby revised for this project as follows:
Subsection 202.01 shall include the following:
This work includes removal and disposal of existing pipe within the project limits as shown on the plans or at
locations directed by the Engineer.
In subsection 202.02 delete the seventh paragraph and replace with the following:
The removed pipe shall become the property of the Contractor and shall be disposed of outside the project site
legally.
Subsection 202.11 shall include the following:
The removal of the existing pipe will be measured by the linear foot of concrete pipe removed, and accepted.
Excavation and backfilling will not be paid separately and shall be included in the cost for removal of pipe.
Subsection 202.12 shall include the following:
Payment will be made under:
Pay Item Pay Unit
Removal of pipe Linear Foot
Work shall include all material, equipment, labor, and disposal of materials required to complete the work.
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PROJECT SPECIAL PROVISIONS
25
REVISION OF SECTION 202
REMOVAL OF BOLLARD
Section 202 of the Standard Specifications is hereby revised for this project as follows:
Subsection 202.01 shall include the following:
This work includes removal and disposal of existing bollards located around the existing fire hydrant that will be
reset. This work also includes removal of any subsurface concrete/foundation related material associated with the
bollards.
In subsection 202.02 delete the seventh paragraph and replace with the following:
The removed bollards shall become the property of the Contractor and shall be disposed of outside the project site
legally.
Subsection 202.11 shall include the following:
The removal of the existing bollards will be measured by each bollard removed.
Subsection 202.12 shall include the following:
Payment will be made under:
Pay Item Pay Unit
Removal of bollard Each
Work shall include all material, equipment, labor, and disposal of materials required to complete the work.
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PROJECT SPECIAL PROVISIONS
26
REVISION OF SECTION 202
REMOVAL OF PAVEMENT MARKINGS
Section 202 of the Standard Specifications is hereby revised for this project as follows:
Subsection 202.01 shall include the following:
This work includes removal of existing and temporary pavement markings to the satisfaction of the Engineer.
Subsection 202.05 shall include the following:
The method of pavement marking removal shall be an alternative that does not involve grinding the existing
surface. Options include, but are not limited to, hydro wash / solution recovery and bead blasting.
Subsection 202.12 shall include the following:
Payment will be made under:
Pay Item Pay Unit
Removal of Pavement Markings Lump Sum
Work shall include all material, equipment, and labor required to complete the work.
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27
REVISION OF SECTION 202
REMOVAL OF CONCRETE IRRIGATION STRUCTURES
Section 202 of the Standard Specifications is hereby revised for this project as follows:
Subsection 202.01 shall include the following:
This work includes the removal and disposal of existing concrete irrigation structures as shown in the plans or at
locations directed by the Engineer. Any other concrete liner, headwall/culvert related items found in the Coy
Ditch shall be removed and be included in this work.
Subsection 202.02 shall include the following:
The existing concrete irrigation structures shall be removed in a manner that minimizes contamination of the
removed concrete with underlying material. The removed concrete shall become property of the Contractor and
shall be disposed of outside the project site legally. The Contractor may dispose the removed concrete at the City
of Fort Collins crushing facility at:
1380 Hoffman Mill Road
Fort Collins, Colorado
(970) 482-1249
It is the responsibility of the Contractor to be familiar with acceptable disposal specifications of the City crushing
facility.
Subsection 202.11 shall include the following:
The removal of the existing concrete irrigation structure will be measured by the number of structures removed
and accepted.
Subsection 202.12 shall include the following:
Pay Item Pay Unit
Removal of Concrete Irrigation Structures Lump Sum
Work shall include all material, equipment, labor, and disposal of materials, including hauling, to complete the
work.
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28
REVISION OF SECTION 202
REMOVAL OF SIDEWALK
Section 202 of the Standard Specifications is hereby revised for this project as follows:
Subsection 202.01 shall include the following:
This work includes the removal and disposal of existing sidewalk as shown in the plans or at locations directed by
the Engineer.
Subsection 202.02 shall include the following:
The existing sidewalk (6 inches thick) shall be removed in a manner that minimizes contamination of the removed
sidewalk with underlying material. The removed concrete shall become property of the Contractor and shall be
disposed of outside the project site legally. The Contractor may dispose the removed concrete at the City of Fort
Collins crushing facility at:
1380 Hoffman Mill Road
Fort Collins, Colorado
(970) 482-1249
It is the responsibility of the Contractor to be familiar with acceptable disposal specifications of the City crushing
facility.
Subsection 202.11 shall include the following:
The removal of the existing sidewalk will be measured by the square yard of sidewalk removed to the required
depth, and accepted.
Sawcutting will not be paid for separately and shall be included in the cost for removal of concrete sidewalk.
Subsection 202.12 shall include the following:
Pay Item Pay Unit
Removal of Concrete Sidewalk Square Yard
Work shall include all material, equipment, labor, and disposal of materials, including hauling, to complete the
work.
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29
REVISION OF SECTION 202
REMOVAL OF CURB AND GUTTER
Section 202 of the Standard Specifications is hereby revised for this project as follows:
Subsection 202.01 shall include the following:
This work includes removal and disposal of existing curb within the project limits as shown on the plans or at
locations directed by the Engineer.
In subsection 202.02 delete the seventh paragraph and replace with the following:
The removed concrete shall become property of the Contractor and shall be disposed of outside the project site
legally. The Contractor may dispose the removed concrete at the City of Fort Collins crushing facility at:
1380 Hoffman Mill Road
Fort Collins, Colorado
(970) 482-1249
It is the responsibility of the Contractor to be familiar with acceptable disposal specifications of the City crushing
facility.
Subsection 202.11 shall include the following:
The removal of the existing curb will be measured by the linear foot of curb removed, and accepted.
Sawcutting will not be paid separately and shall be included in the cost for removal of curb.
Subsection 202.12 shall include the following:
Payment will be made under:
Pay Item Pay Unit
Removal of Curb and Gutter Linear Foot
Work shall include all material, equipment, labor, and disposal of materials, including hauling, to complete the
work.
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REVISION OF SECTION 202
REMOVAL OF CONCRETE PAVEMENT
Section 202 of the Standard Specifications is hereby revised for this project as follows:
Subsection 202.01 shall include the following:
This work includes removal and disposal of existing concrete pavement within the project limits as shown on the
plans or at locations directed by the Engineer.
In subsection 202.02 delete the seventh paragraph and replace with the following:
The existing concrete pavement (10 inches thick) shall be removed in a manner that minimizes contamination of
the removed pavement with underlying material. The removed concrete shall become property of the Contractor
and shall be disposed of outside the project site legally. The Contractor may dispose the removed concrete at the
City of Fort Collins crushing facility at:
1380 Hoffman Mill Road
Fort Collins, Colorado
(970) 482-1249
It is the responsibility of the Contractor to be familiar with acceptable disposal specifications of the City crushing
facility.
Subsection 202.11 shall include the following:
The removal of the existing concrete pavement will be measured by the square yard of pavement removed to the
required depth, and accepted.
Location of sawcutting shall be as directly by the Engineer. Sawcutting will not be paid separately and shall be
included in the cost for removal of concrete pavement.
Subsection 202.12 shall include the following:
Payment will be made under:
Pay Item Pay Unit
Removal of Concrete Pavement Square Yard
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REVISION OF SECTION 202
REMOVAL OF ASPHALT MAT
Section 202 of the Standard Specifications is hereby revised for this project as follows:
Subsection 202.01 shall include the following:
This work includes removal and disposal of existing asphalt mat within the project limits as shown on the plans or
at locations directed by the Engineer.
In subsection 202.02 delete the seventh paragraph and replace with the following:
The existing asphalt mat shall be removed in a manner that minimizes contamination of the removed asphalt with
underlying material. The removed mat shall become the property of the City and be disposed of by any one or
more of the following described methods:
1. Place material in bottom of fills as approved by the Engineer.
2. Haul offsite to City of Fort Collins crushing facility at:
1380 Hoffman Mill Road
Fort Collins, Colorado
(970) 482-1249
It is the responsibility of the Contractor to be familiar with acceptable disposal specifications of the City crushing
facility.
Subsection 202.11 shall include the following:
The removal of the existing asphalt mat will be measured by the square yard of mat removed to the required
depth, and accepted.
Location of sawcutting shall be as directed by the Engineer. Sawcutting will not be paid separately and shall be
included in the cost for removal of asphalt mat.
Subsection 202.12 shall include the following:
Payment will be made under:
Pay Item Pay Unit
Removal of Asphalt Mat Square Yard
Work shall include all material, equipment, labor, and disposal of materials, including hauling, to complete the
work.
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REVISION OF SECTION 202
REMOVAL OF BARRICADE
Section 202 of the Standard Specifications is hereby revised for this project as follows:
Subsection 202.02 shall include the following:
This work includes the removal of existing roadway barricade as shown on the plans. The barricade shall be
turned over to the City of Fort Collins traffic department. Coordinate with the Project Engineer:
Subsection 202.11 shall include the following:
The removal of existing barricade will be measured by each barricade removed, and shall include the cost to haul
item to:
City of Fort Collins Traffic Operations Facility
626 Linden Street
Fort Collins, CO 80521
Subsection 202.12 shall include the following:
Pay Item Pay Unit
Removal of Barricade Each
Work shall include all material, equipment, labor, and disposal of materials, including hauling, to complete the
work.
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REVISION OF SECTION 203
PROOF ROLLING
Section 203 of the Standard Specifications is hereby revised for this project as follows:
Subsection 203.13(f) delete and replace with the following:
Proof rolling will not be measured but shall be incidental to the work.
Subsection 203.14 shall include the following:
Proof rolling will not be measured and paid for separately, but shall be included in the work.
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REVISION OF SECTION 207
TOPSOIL
Section 207 of the Standard Specifications is hereby revised for this project as follows:
MATERIALS
Subsection 207.02
Wetland topsoil is not required.
Two (2) “types” of topsoil for this project shall be provided as follows:
A. Median Topsoil – Pre-amended soil with 4 cu. yds. compost
B. Tree Lawn Topsoil - Pre-amended soil with 3 cu. yds. compost
Topsoil - Pre-amended topsoil shall have the following characteristics:
A. Imported topsoil or manufactured topsoil from off-site sources.
1. Additional Properties of Imported or Manufactured Topsoil: Screened and free of stones one inch
(1”) or larger in any dimension; free of roots, plants, sod, clods, clay lumps, pockets of coarse
sand, paint, paint washout, concrete slurry, concrete layers or chunks, cement, plaster, building
debris, oils, gasoline, diesel fuel, paint thinner, turpentine, tar, roofing compound, acid, and other
extraneous materials harmful to plant growth; free of obnoxious weeds and invasive plants
including quack grass, Johnson grass, poison ivy, nutsedge, nimblewill, Canada thistle, bindweed,
bent grass, wild garlic, ground ivy, perennial sorrel, and brome grass; not infested with
nematodes, grubs, other pests, pest eggs, or other undesirable organisms and disease-causing
plant pathogens; friable and with sufficient structure to give good tilth and aeration. Continuous,
air-filled, pore-space content on a volume/volume basis shall be at least fifteen (15) percent when
moisture is present at field capacity. Soil shall have a field capacity of at least fifteen (15)
percent on a dry weight basis.
B. Samples for Verification:
1. Soil Analysis: Submit copies of proposed topsoil test results from Colorado State University
Soils Laboratory or other approved, accepted, accredited testing agency. Submit copies of cover
letter / results with recommendations for supplemental fertilizer applications prior to planting.
Topsoil shall be amended with fertilizers, as required, by crop type, in accordance with laboratory Soil
Analysis Report to provide satisfactory amended topsoil for planting. See Section 212.
Ten (10) days before notice to proceed, Contractor shall submit a weed mitigation plan to the Engineer for
approval. This plan shall include a graphic time line showing milestone and completion dates of herbicide
treatment, topsoil stockpiling and topsoil spreading time lines.
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REVISION OF SECTION 207
TOPSOIL
Soil Conditioner (Compost)
Topsoil shall be amended with Class 1 Compost meeting the specifications and guidelines established by the
Rocky Mountain Organics Council. Incorporate compost at the rate indicated for each topsoil type as specified
above.
CONSTRUCTION REQUIREMENTS
Subsection 207.03
Salvaging existing topsoil is not anticipated.
Topsoil Materials and Depths:
A. Median Topsoil – Shall be placed at locations over the new subgrade to a minimum depth as described
on the drawings.
B. Tree Lawn Topsoil - Shall be placed at locations over the new subgrade to a minimum depth of 6”.
Soil and Finished Grade Preparation
C. Sub-grades: Loosen sub-grade to a minimum depth of:
1. Tree Lawn Topsoil - Twelve-inches (12”) overall (6” of existing subgrade and 6” of new, pre-
amended topsoil). Remove stones and clods larger than one-inch (1”) in any dimension and
sticks, roots, rubbish, and other extraneous matter and legally dispose of them off Owner's
property. Repeat cultivation in areas where equipment, used for hauling and spreading topsoil,
has re-compacted subsoil. Engineer shall be notified if this cannot occur due to existing
conditions.
D. Finish / Fine Grading: Grade disturbed planting areas to a smooth, uniform surface plane with loose,
uniformly fine texture. Grade to within plus or minus one-half (1/2) inch of finish elevation. Roll and
rake, remove ridges, and fill depressions to meet finish grades. Limit finish grading to areas that can be
planted in the immediate future.
1. Reduce elevation of planting soil to allow for soil thickness of sod
2. In seeded areas, reduce elevation of finished surface to ½” below the adjacent pavement / curb
elevation.
E. Moisten prepared tree lawn areas before planting if soil is dry. Water thoroughly and allow surface to
dry before planting. Do not create muddy soil.
F. Before planting, restore areas if eroded or otherwise disturbed after finish grading.
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REVISION OF SECTION 207
TOPSOIL
METHOD OF MEASUREMENT
Subsection 207.04 - Revise to include the following:
Delete these six (6) paragraphs of the specification.
Topsoil will be paid by collecting load tickets of pre-amended topsoil delivered to the site for each of the pay
items listed below.
BASIS OF PAYMENT
Subsection 207.05: The accepted quantities measured as provided above will be paid for at the contract unit price
for each of the pay items listed below that appear in the bid schedule.
Payment will be made under:
Pay Item: Pay Unit
Median Topsoil Cubic Yard
Tree Lawn Topsoil Cubic Yard
Lincoln Ave Parkway Topsoil Cubic Yard
Payment for topsoil shall include soil loosening and all soil amendments required to produce satisfactory soil
for planting.
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REVISION OF SECTION 208
EROSION CONTROL
Section 208 of the Standard Specifications is hereby revised for this project as follows:
Section 208.01 of the Standard Specifications is hereby revised for this project to include the following:
Any loss of time or materials related to erosion shall be the sole responsibility of the Contractor. Any damage to
surrounding properties or facilities (either on site or off site) related to erosion caused by construction of this
project, will be the sole responsibility of the Contractor.
Subsection 208.05 shall include the following:
Erosion Log (Wattles) shall be installed in accordance with detail in the plan set.
Storm drain inlet protection shall be installed in accordance with the details in the plan set labeled IP-1.
It shall be the responsibility of the contractor to ensure that all roadways near the project are kept clean of
construction debris.
The Contractor will acquire and at all times be in compliance with the Colorado Stormwater Discharge Permit
(CDPS) and the Stormwater Management Permit (SWMP) associated with construction activity.
Section 208.07 shall be deleted and replaced with the following:
All erosion control measures identified in the Contract and as directed by the Project Manager will be paid for by
Lump Sum. The unit cost price bid will be full compensation for all work required to complete the item.
The Erosion Control Supervisor hours will be included in the Lump Sum price.
All items related to the CDPS and SWMP (preparation, implementation, etc.) will be included in the Lump Sum
price.
Excavation required for removal of accumulated sediment from traps, basins, areas adjacent to silt fences and
erosion bales, and other clean out excavation of accumulated sediment, and the disposal of such sediment, will be
considered incidental to the work. Street sweeping will not be measured but shall be incidental to the work.
Subsection 208.08 shall include the following:
Pay Item Pay Unit
Erosion Control Lump Sum
Street sweeping will not be measured and paid for separately, but shall be included in the work as directed by the
Project Engineer. The travel time for the Erosion Control Supervisor shall be considered incidental to the work.
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REVISION OF SECTION 209
WATERING AND DUST PALLIATIVES
Section 209 of the Standard Specifications is hereby revised for this project as follows:
Subsection 209.07, replace this subsection in its entirety with “Dust Palliatives (water) will not be paid for
separately but shall be included in the work.”
In subsection 209.08, delete the second paragraph.
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REVISION OF SECTION 2l0
RESET RIPRAP
Section 2l0 of the Standard Specifications is hereby revised for this project as follows:
Subsection 2l0.02 shall include the following:
Reset Riprap consists of removing the existing riprap at the existing culvert under the clubhouse driveway,
stockpiling in approved location on site, and relaying within the areas designated on the plans or at locations
directed by the Engineer.
Subsection 2l0.12 shall include the following:
Relay Riprap will be measured by the actual cubic yards and shall include all work and materials necessary to
remove items from their existing location, stockpile, and relay at the new location and according to plan.
Subsection 2l0.13 shall include the following:
Pay Item Pay Unit
Reset Riprap Cubic Yards
Work shall include all material, equipment, labor, and dewatering to complete the work, including
excavating and backfilling.
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REVISION OF SECTION 2l0
RESET FIRE HYDRANT
Section 2l0 of the Standard Specifications is hereby revised for this project as follows:
Subsection 2l0.02 shall include the following:
Reset fire hydrant consists of removing the existing fire hydrant assembly and installing a new fire hydrant
assembly at the location shown on the plans according to the requirements of the current Fort Collins Standard
Construction Specifications. The Contractor shall cooperate and coordinate with the Fort Collins Utilities when
shutting off water to minimize downtime to customers.
Subsection 2l0.13 shall include the following:
Pay Item Pay Unit
Reset Fire Hydrant Each
Work shall include all material, equipment, labor, and dewatering to complete the work, including excavating and
backfilling.
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REVISION OF SECTION 211
DEWATERING
Section 211 is hereby added to the Standard Specifications for this project as follows:
DESCRIPTION
211.01 This work consists of dewatering to facilitate construction activities.
CONSTRUCTION REQUIREMENTS
211.02 The Contractor is advised that groundwater within the project limits may require dewatering. The
Contractor is advised to limit pumping of groundwater in all project excavations, by careful scheduling,
expediting the work and use of conscientious construction methods. The Contractor shall conform to all
applicable State and City of Fort Collins requirements.
Permitting, removal, sample collection, analytical testing, containerization, transportation, and disposal or
treatment of all contaminated groundwater will be in accordance with Section 107.25 Water Quality Control and
as described in Section 250 Environmental, Health and Safety Management.
The Contractor shall:
(1) Minimize the disturbance of contaminated groundwater by avoidance.
(2) Limit intrusion of groundwater into excavations.
The Contractor shall obtain the appropriate Colorado Discharge Permit System (COPS) general permit for
management of groundwater from CDPHE Water Quality Control Division, as determined necessary. A
completed application must be submitted to CDPHE at least four weeks prior to dewatering operations.
The Contractor shall measure the rate of groundwater discharge during the dewatering using an inline flow device
capable of measuring slow rates with an accuracy of plus or minus five (5) gallons per minute . The Contractor
shall record the rate of discharge daily and shall submit a discharge report to the Engineer weekly or as approved
by the Engineer.
The Contractor shall submit a Dewatering Plan to the Engineer at least four (4) weeks prior to the proposed start
of dewatering operations. This Plan shall detail the Contractor's method of dewatering for all major excavations
including caisson construction. The Dewatering Plan shall be stamped "Approved for Construction" and signed by
the Contractor. The Dewatering Plan will not be approved by the Engineer.
The Engineer will review the Dewatering Plan and issue a written acceptance letter or request for changes within
two (2) weeks of receiving the Plan. If changes are requested the Contractor shall update the Plan and resubmit it
to the Engineer within one (I) week after receiving the request for changes.
The Engineer's written acceptance of the Dewatering Plan is required before construction.
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REVISION OF SECTION 211
DEWATERING
The Dewatering Plan shall provide complete details of the Contractor's method for construction dewatering
including:
(1) Copies of all permits required for dewatering, treatment of and (or) disposing of water.
(2) If applicable, copies of agreements for disposing of water in storm sewers, sanitary sewers etc.
(3) Method and details for minimizing dewatering in excavations and during caisson construction.
(4) Method of measuring ground water discharge.
(5) Equipment descriptions including size, number, type, capacity, and location of equipment during
dewatering operations.
(6) Methods of testing groundwater to determine appropriate disposal.
(7) Detailed methods for disposal of water.
(8) If applicable, name of facility where contaminated water is to be delivered to.
BASIS OF PAYMENT
211.03 Payment for all work for Dewatering including preparation of the Dewatering Plan and all work for
Section 250 will not be measured and paid for separately but shall be included in the work.
Permitting, removal, sample collection, analytical testing, containerization, transportation, and disposal or
treatment of all contaminated groundwater will not be paid for separately but shall be included in the work .
Payment will be made under:
Pay Item Pay Unit
Dewatering Lump Sum
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REVISION OF SECTION 212
SEEDING, FERTILIZING, SOIL CONDITIONER AND SODDING
Section 212 of the Standard Specifications is hereby revised for this project as follows:
MATERIALS
Subsection 212.02
Seed, Soil Conditioners, Fertilizers and Sod.
Replace “Species shall be as shown on the plans” (c) – Sod, with the following:
Turfgrass Sod: Certified Approved Number 1 Quality/Premium, including limitations on thatch, weeds,
diseases, nematodes, and insects, complying with TPI's "Specifications for Turfgrass Sod Materials" in its
"Guideline Specifications to Turfgrass Sodding." Furnish viable sod of uniform density, color, and
texture, strongly rooted, and capable of vigorous growth and development when planted.
Turfgrass Species: Sod of grass species as follows, with not less than 85 percent germination, not less
than 95 percent pure seed, and not more than 0.5 percent weed seed:
Type: Proportioned by weight as follows:
10 percent Kentucky bluegrass (Poa pratensis), a minimum of three drought resistant cultivars.
90 percent improved dwarf type tall fescue (Festuca arundinacea), containing equal amounts of a
minimum of three and a maximum of five of the following varieties: Monarch, El Dorado, Rebel Jr,
Crew Cut, SR8200.
Add the following seed type (a) Seed as follows:
“Seed Mix A”
20% Bouteloua curtipendula – Sideoats grama
20% Bouteloua dactyloides - Buffalograss
20% Bouteloua gracilis – Blue grama
20% Sporobolus cryptandrus – Sand Dropseed
20% Koeleria macrantha - Prairie Junegrass
Seed at the rate of 5 lbs. / 1,000 sq.ft.
CONSTRUCTION REQUIREMENTS
Subsection 212.04
Lawn Grass Seeding. Bluegrass seeding is not a part of the project. Delete this section from
the specifications.
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REVISION OF SECTION 212
SEEDING, FERTILIZING, SOIL CONDITIONER AND SODDING
Subsection 212.05
Sodding, (c) Fertilizing and Soil Conditioning.
Soil Conditioning - Soil conditioners (compost) was added to the pre-amended topsoil as described in Section
207. Additional / supplemental compost is not required as part of this Section.
Fertilizing - Contractor to use the following placeholder types and quantities for the establishment of bid pricing
only.
Nitrogen (N) 35 lbs. / acre
Phosphorous (P) 40 lbs. / acre
Potassium (K) 300 lbs. / acre
Calcium (Ca) 2,000 lbs. / acre
Magnesium (Mg) 600 lbs. / acre
Once the project has been awarded, the landscape contractor shall collect soils samples and forward to an
independent laboratory, recognized by the State Department of Agriculture, with the experience and capability to
conduct the testing indicated and that specializes in types of tests to be performed.
Pre-Amended Topsoil Analysis: Laboratory shall furnish soil analysis by a qualified soil-testing laboratory
stating percentages of organic matter; gradation of sand, silt, and clay content; cation exchange capacity; sodium
absorption ratio; deleterious material; pH; and mineral and plant-nutrient content of pre-amended topsoil.
Laboratory shall provide a report / recommendation of the suitability of the topsoil for tree lawn (sod) growth.
State-recommended quantities of nitrogen, phosphorus, and potash nutrients and soil amendments to be added
to produce satisfactory topsoil.
Landscape Contractor shall compare bid placeholder quantities and pricing with the laboratory
recommendations and associated pricing. Forward this information to the Engineer for evaluation and bid
pricing will be adjusted as necessary / needed.
Examination. Verify rough grading is within one-tenth of a foot. Verify site is free from obstructions, objects, or
structures that are not a part of the final site construction. Verify major drainages are completed and in place. Do
not start work until the site is acceptable. Once landscape grading has commenced, the Landscape Contractor
shall be responsible for bringing all grading to final line and grade and creating positive drainage.
Clearing. Prior to any soil preparation, existing vegetation not to remain and which might interfere with the
specified soil preparation shall be mowed, grubbed, raked, and the debris removed from the site. Prior to or
during grading or tillage operations the ground surface shall be cleared of materials which might hinder final
operations.
Soil Preparation and Finish Grading. Protection - Field locate all buried cables, wires, electrical service, irrigation
lines and any other subsurface element that may be damaged during ripping operations. Stake and/or paint
locations with an easily visible system that will enable equipment operators to avoid damaging buried utilities.
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REVISION OF SECTION 212
SEEDING, FERTILIZING, SOIL CONDITIONER AND SODDING
Roundup (glyphosate) Application. Apply to areas to be seeded a minimum of two (2) weeks after topsoil has
been distributed. Apply Roundup only when weeds are growing vigorously. Apply at manufacturers maximum
recommended rate.
Subsection 212.06
Native Seeding. Delete (b) Fertilizing and Soil Conditioning from the specification. Fertilizer and composting of
native seed areas is not required. Hydromulching will be required. See Section 213.
METHOD OF MEASUREMENT
Subsection 212.07
Delete paragraph 3. from the specifications. Soil conditioning is not required here, as it has been included in
Section 207 – Topsoil, and pre-blended as part of the imported topsoil work.
BASIS OF PAYMENT
Subsection 212.08
Delete “Lawn Seeding” from the payment schedule.
Delete “Soil Conditioning” from the payment schedule.
Herbicide (Round Up application) will not be measured and paid for separately but shall be included in the work.
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REVISION OF SECTION 213
MULCHING
Section 213 of the Standard Specifications is hereby revised for this project as follows:
DESCRIPTION
Subsection 213.01
Add to the description as follows:
“...work also consists of furnishing and installing aggregate inorganic mulch to include –
Washed Pea-Gravel;
1.5” dia. Tan River Rock;
3” to 6” dia. Tan River Rock;
8” to 12” dia. River Cobble;
Landscape Weed Barrier Fabric;
Landscape Boulders in the following sizes:
Type ‘A’ – 24”x24”x36”
Type ‘B’ – 30”x24”x36”
Type ‘C’ - 42”x24”x36”
MATERIALS
Subsection 213.02
Wood (Organic) Mulch. Delete the “wood chip mulch” specified and replace with the following:
Wood (Organic) Mulch: Ground or shredded, 3” depth (minimum) – no weed barrier
required.
Organic Mulch will be supplied by the City of Fort Collins Forestry Division, located at Parks
Maintenance Shop, 413 S. Bryan Avenue (near the City Park Golf Course), Fort Collins, 80521 or an
alternate location within the Fort Collins city limits as determined by the Owner. Contact the City
Forester (Tim Buchanan) at 970.221.6361, to schedule material pickup. City will load the material into
the Contractors vehicle (free of charge) for transport to the site. Contractor’s pricing to include
Contractor pickup at the above address or alternate location, hauling material to the site and installation
only.
Steel Landscape Edging. Delete the “Steel Edging” specified and replace with the following:
Steel Landscape Edging. Contractor to provide commercial-steel header, rolled edge, fabricated in
sections of standard lengths, with loops stamped from or welded to face of sections to receive stakes as
follows:
Manufacturers: Ryerson Steel or approved substitute.
Edger Size: 3/16” thick by 4 inches deep.
Stakes: Tapered steel, a minimum of twelve inches (12”).
Accessories: Standard tapered ends, corners, and splicers.
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REVISION OF SECTION 213
MULCHING
Finish: Standard paint – Green.
Add to this sub-section as follows:
Landscape Weed Barrier Fabric. Materials for weed barrier shall be a non-woven geotextile material
suitable for this purpose such as Mirafi 140, Typar 3341, or Polyspun 300 or approved equivalent. Submit
brand name and model number/name of proposed weed barrier to be used a minimum of one week prior to
installation.
Inorganic Mulch – 1.5” to 4” dia. Tan River Rock. 3” deep, hard, durable stone, washed free of loam, sand,
clay, and other foreign substances.
Inorganic Mulch – 3” to 6” dia. Tan River Rock. Hard, durable stone, washed free of loam, sand, clay, and
other foreign substances.
Inorganic Mulch – 8” to 12” dia. River Cobble. Hard, durable stone, washed free of loam, sand, clay, and
other foreign substances.
Landscape Boulders.
Stone Type: Colorado Buff Sandstone
Approved Suppliers:
A. Arkins Park Stone Quarries, 970.663.1920
B. Tribble Stone, 303.444.1840
C. Or approved equivalent.
Provide boulder sizes shall be as indicated on the plans.
Quantities and locations as identified on the plans.
CONSTRUCTION REQUIREMENTS
Subsection 213.03
Revise (e) Steel Landscape Edging to read as follows:
Install by laying out beds scaled from the plans. Stake, flag, or paint proposed beds prior to installation of
edging and obtain review of Engineer of layout prior to installation. Install header plumb with grade and
stake at minimum ten (10) foot intervals. Establish top of header one inch (1") above finish grade in turf
areas. Install using straight lines or long smooth curves. Provide v-shaped drainage openings two inches
(2”) wide and one inch (1”) depth at low points in the bed, at outlet point for drainage appurtenances such as
downspouts including overflow drains and at ten (10) foot intervals maximum. Do not install steel landscape
edger around mulch rings in lawn areas.
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REVISION OF SECTION 213
MULCHING
Add (g) Landscape Weed Barrier Fabric as follows:
Prior to placing mulch and planting in mulch beds, apply Roundup herbicide to weeds and allow beds to sit
for seven (7) days. Place wood mulch in shrub beds and tree planting rings in turf areas. Place mulch to a
four-inches (4”) depth. Gently brush mulch off of shrubs once installed. Take care in placement not to
damage newly planted materials.
Install landscape weed barrier fabric before inorganic mulching according to Manufacturer's written
instructions. Completely cover area to be rock mulched (or as described on the Drawings) overlapping edges
a minimum of six-inches (6”). Seams shall be pinned at min. 12” intervals, all along edge.
Add (h) In-organic Mulch – 1.5” dia. Tan River Rock as follows:
Apply 3-inch compacted average thickness of rock mulch, and finish level with adjacent finish grades.
Landscape fabric is required in all 1.5” river rock mulch areas.
Add (i) In-organic Mulch – 3” to 6” dia. Tan River Rock as follows:
Apply 3-inch to 6-inch (single layer, completely covering the weed barrier fabric) compacted average
thickness of 3-inch to 6-inch mulch, and finish level with adjacent finish grades. Landscape fabric is
required in all 3-inch to 6-inch river rock mulch areas.
Add (j) In-organic Mulch – 8” to 12” dia. River Cobble as follows:
Apply a single layer of mechanically placed, followed by hand placed/distributed. Landscape fabric is
required beneath all 8-inch to 12-inch river cobble.
Add (k) Landscape Boulders as follows:
A. Placement of Landscape Boulders:
1. Place boulders with most attractive face facing roadway, unless otherwise noted or
directed by the Engineer.
2. Tolerance: Top of Boulder elevations shall be within 0.1 of the designed elevation.
3. Bury approximately 1/3 the height of the boulder, unless otherwise noted.
4. Locations and quantity shall be as indicated in the Drawings. Final placement of
boulders shall be reviewed and approved on site by the Engineer prior to placing paving,
surfacing and landscaping in abutting areas as required.
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REVISION OF SECTION 213
MULCHING
METHOD OF MEASUREMENT
Subsection 213.04
The quantity of Landscape Weed Barrier Fabric will be measured by the square yard of surface area
covered, complete in place.
The quantity of 1.5” dia. Tan River Rock will be measured by the actual tonnage of material placed.
The quantity of 3” to 6” dia. Tan River Rock will be measured by the actual tonnage of material placed.
The quantity of 8” to 12” dia. River Cobble will be measured by the actual tonnage of material placed.
Landscape Boulders will be measured by the actual quantities, in the specific sizes identified on the plans.
BASIS OF PAYMENT
Subsection 213.05. Add the following line items to the Pay Schedule as follows:
Payment will be made under:
Pay Item: Pay Unit
Wood Mulch Square Foot
Landscape Weed Barrier Fabric Square Yard
1.5” dia. Tan River Rock Square Foot
3” to 6” dia. Tan River Rock Square Foot
8” to 12” dia. River Cobble Square Foot
Landscape Boulders – Type ‘A’ Each
Landscape Boulders – Type ‘B’ Each
Landscape Boulders – Type ‘C’ Each
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REVISION OF SECTION 214
PLANTING
Section 214 of the Standard Specifications is hereby revised for this project as follows:
DESCRIPTION
Subsection 214.01 shall include the following:
This work also consists of a Landscape Maintenance period. See Section 213 for wood mulch and weed barrier
fabric.
MATERIALS
Subsection 214.02 shall include the following:
Plant List. A plant list is provided on the plans. Quantities shown on the list are for information only. Contractor
shall be responsible for verifying quantity takeoffs as shown on the drawings. In the event of a discrepancy
between quantities shown on the plant list and quantities depicted on the plans, the quantities depicted on the
plans shall govern.
Guying and Staking. Material includes 14AWG wire with 1/2"x12" PVC sleeves and stake protection cap per
each stake.
CONSTRUCTION REQUIRMENTS
Subsection 214.04
Landscape Establishment.
The duration of the Landscape Establishment period shall be twenty-four (24) months and will commence upon
receipt of Notice of Substantial Completion from the Engineer.
If Notice of Substantial Landscape Completion is issued during the spring planting season, the Landscape
Establishment period begins immediately and lasts for a period of twenty-four (24) months. If the Notice of
Substantial Landscape Completion is issued at any other time, the Landscape Establishment period begins at the
start of the next spring planting season (April 1st) and lasts for a period of twenty-four (24) months.
After all planting on the project is complete, a plant inspection shall be held including the Contractor, Engineer,
Owner and the Landscape Architect to determine acceptability of plant material. During inspection, an inventory
of rejected, dead or dying material will be made, and corrective and necessary cleanup /replacement measures will
be determined.
From the time of installation, during construction, and throughout the Landscape Establishment Period, the
Contractor shall maintain plant material, sodded and seeded areas in a healthy and vigorous growing condition, and
ensure the successful establishment of vegetation.
During the Landscape Establishment Period, the Contractor shall water, cultivate, and prune the plants, and repair,
replace or re-adjust guy material, stakes and posts. The Contractor will provide weekly mowings, grass trimming, a
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REVISION OF SECTION 214
PLANTING
minimum of three (3) fertilizations per year (six (6) total over the duration of the 24 month Landscape
Establishment Period), and remove grass clippings from the projects hard surfaces. The Contractor shall also
remove weeds from planting beds and tree area saucers on a monthly basis during the growing season, maintain
specified depths of mulching material annually and fertilize trees via a root feeder during the spring of each
growing season (two (2) times).
It is anticipated that this project will be constructed in a single phase. The Contractor will be required to maintain
the “completed” landscape areas fully, until the remaining landscape areas are deemed complete by the Engineer,
when the projects Notice of Substantial Completion” letter is issued.
Dead, dying or rejected material shall be removed each month during the Landscape Establishment Period as
directed by the Engineer or City Forester. Plant replacement shall be performed during the spring planting seasons
at the beginning and end of the Landscape Establishment Period. Plant replacement stock shall be planted in
accordance with the original contract specifications and is subject to all requirements specified for the original
material. Plant replacement shall be at the Contractor’s expense.
Subsection 214.04
Delete paragraphs 5. and 6., and replace with the following:
The trees planted by the Contractor shall be watered twice per month at the rate of twenty (20) gallons per tree per
watering for the months May through October during the twenty-four (24) month Landscape Establishment Period,
or as needed, and the trees shall also be watered once per month at the rate of twenty (20) gallons per tree for the
months November through April during the twenty-four (24) month Landscape Establishment Period, or as needed.
The shrubs planted by the Contractor shall be watered twice per month at the rate of five (5) gallons per shrub per
watering event for the months May through October during the twenty-four (24) month Landscape Establishment
Period, or as needed, and the shrubs shall also be watered once per month at the rate of five (5) gallons per shrub for
the months November through April during the twenty-four (24) month Landscape Establishment Period, or as
needed.
Prior to the beginning of the Landscape Establishment Period, a watering schedule listing the calendar days chosen
to complete the required watering shall be submitted to facilitate inspections by the City/Engineer.
METHOD OF MEASUREMENT
Subsection 214.05 shall include the following:
Soil material for tree, shrub, ornamental grass and perennial backfill mix, guy, webbing, tree stakes, protective
caps and PVC pipe sleeve and wrap for trees, will not be measured and paid for separately but shall be included in
the work.
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REVISION OF SECTION 214
PLANTING
BASIS OF PAYMENT
Subsection 214.06
Delete the fifth paragraph and replace with the following:
The initial watering during the planting of trees and shrubs will not be paid for separately, but shall be included in
the price of the work.
Watering of trees and shrubs after receipt of the Notice of Substantial Landscape Completion will not be measured
and paid for separately but shall be included in the work.
Water used for the Landscape Establishment Period will not be measured and paid or separately but shall be
included in the work.
Subsection 214.06
Delete the seventh paragraph including item (1) and (2), and the last paragraph of the subsection.
Payment will be made under:
Pay Item Pay Unit
Landscape Maintenance (24 months) Lump Sum
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REVISION OF SECTION 306
RECONDITIONING
Section 306 of the Standard Specifications is hereby revised for this project as follows:
Subsection 306.02 delete the first sentence and replace with:
The top 8 inches of the existing subgrade shall be reconditioned by blading and rolling.
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REVISION OF SECTION 601
STRUCTURAL CONCRETE
Section 601 of the Standard Specifications is hereby revised for this project as follows:
Subsection 601.02 shall include:
Class P concrete shall have a 48 hour 3000 psi strength with the following mix design:
Design Strength: 4000 psi
Mix Proportions:
Materials Type or Size ASTM Standard Design Weight per Cubic
Yard
Total Cementitious 630 lb min.
Cement C-150 85% min.
SCM C-618 15% max.
Coarse Aggregate C-33 50-55%
Int. Aggregate C-33 5-9%
Fine Aggregate C-33 37-39%
AEA C-260 2-5 oz
WRA C-494 oz/cwt
MRWR C-494 4-8 oz/cwt
HRWR C-494 oz/cwt
Water C-94 283 lb 34.0 gal
Hydration Stabilizer C-494 0-3 oz/cwt
The above weights are based upon aggregates in a saturated, surface dry (SSD) condition. Batch plant corrections
must be made for moisture in aggregates. Mix proportions may be adjusted in accordance with 301-05, section
4.2.3.5
Physical Properties of Mixture:
Slump 3 – 5 in
Air Content 5 – 8 %
Unit Weight 144.2 pcf
Yield 27.23 cu. ft.
Water/Cement Ratio 0.45
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REVISION OF SECTION 608
SIDEWALKS AND BIKEWAYS
Section 608 of the Standard Specifications is hereby revised for this project as follows:
Section 608.01 shall include the following:
This work consists of the construction of the paving for concrete sidewalks, and concrete curb ramps.
In subsection 608.02 delete the second paragraph and replace with the following:
Concrete for sidewalks, bikeways and shall be Class B, and meet the requirements in Section 601.
Subsection 608.03 shall include the following:
Finished products that do not match the approved test slab shall be removed and replaced by the Contractor at no
cost to the Owner.
Record date, location, and quantity of pour, as well as air temperature at time of pour.
Subsection 608.03(b) shall include the following:
For Surfaces Exposed to View: Form faces must be free from raised grain, tears, worn edges, patches, dents, or
other defects which would impair texture of the concrete surfaces. Minimize number of seams in form material,
and arrange seams in an orderly fashion.
To minimize potential cracking, no section of concrete shall have any angle less than 90 degrees.
After stripping of the forms, if any concrete is found to be not formed as shown on the drawings, is out of
alignment of level, or shows a defective surface, it will be considered as not conforming with the intent of these
standards and specifications, and shall be removed and replaced at the Contractor’s expense, unless the Engineer
gives permission to patch the defective area.
Delete subsection 608.03(d) and replace with the following:
Sidewalk: Concrete sidewalks trails shall be medium broom finished with joints located per drawings.
All outside edges of the slab and all joints shall be edged with a 1/4-inch radius edging tool.
Thoroughly wash the surface with water prior to acceptance.
Surface Planeness for Concrete Paving. Unless otherwise specified, produce slabs with the following
tolerance.
Finishes shall be true planes within 1/4-inch in 10 feet, as determined by a 10 foot straight edge placed
anywhere on the slab in any direction.
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REVISION OF SECTION 608
SIDEWALKS AND BIKEWAYS
Subsection 608.03(e) shall include the following:
A. Expansion joints/construction joints/ for concrete paving:
1. Expansion joints to be spaced no greater than every 200 feet.
2. Extend joint filler the full depth of the slab. Hold back filler 1/2-inch from top of slab.
3. Joint sealant or caulk shall match color of concrete; caulking shall not extend above level of
pavement.
B. Score Joints.
1. Construct sawcut and tooled score joints as detailed on the plans.
2. Score joints shall be ¼ of paving depth.
3. Tooled joints to have a 1/4-inch radius and shall not incorporate a trowelled edge except where
indicated on the drawings. Score joints into plastic concrete during finishing operations.
Subsection 608.06 shall include the following:
Pay Item Pay Unit
Concrete Sidewalk Square Yard
The price all pay items shall be full compensation for furnishing and placing all materials including test slabs, and
demolition of test slabs, excavation, subgrade preparation, concrete, forms, joint materials, reinforcement, tooling
and finishing.
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REVISION OF SECTION 608
CONCRETE CURB RAMP
Section 608 of the Standard Specifications is hereby revised for this project as follows:
Subsection 608.01 shall include the following:
This work includes the installation of detectable warnings on concrete curb ramps at the locations shown on the
plans and in accordance with the plans.
Subsection 608.02 shall include the following:
Detectable warnings on curb ramps shall be truncated domes of the dimensions shown on the plans. Domes shall
be prefabricated by the manufacturer as a pattern on concrete or masonry pavers.
Alternate materials may be used, if pre-approved by the Engineer. The Contractor shall submit a sample of the
product, the name of the selected supplier, and documentation that the product meets all contrast requirements and
will be fully compatible with the curb ramp surface to the Engineer for approval 1-2 weeks prior to start of work.
Known vendors of alternate products include but are not limited to the following:
I. Vendor Name II. Product III. Phone Numbers
Neenah Foundry Truncated Dome Plates 800-558-5075
East Jordan Iron Works, Inc. Truncated Dome Plates 800-626-4653
The domes and the underlying surface shall have a minimum of 70% contrast with the light reflectivity of the
adjoining surface. The contrast shall be verified using the following equation:
100
1
1 − 2 ×
=
B
Contrast B B
Where B1 = Light Reflectance Value (LRV) of the lighter area
B2 = LRV of the darker area
Absolute black and white will not be permitted.
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REVISION OF SECTION 608
CONCRETE CURB RAMP
Subsection 608.05 shall include the following:
Detectable warnings on curb ramps, ramp wings, curbing associated with the ramp, alternate materials, and all
other work and materials necessary for fabrication, transport, and installation will not be measured and paid for
separately, but shall be included in the work.
Subsection 608.06 shall include the following:
Pay Item Pay Unit
Concrete Curb Ramp w/ Truncated Dome (8-inch) Square Yard
The price of all pay items shall be full compensation for all excavation, concrete, forms, joint materials, truncated
domes, tooling and finishing.
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REVISION OF SECTION 609
CURB AND GUTTER
Section 609 of the Standard Specifications is hereby revised for this project as follows:
Subsection 609.02 shall be deleted in its entirety and replaced with the following:
609.02 Materials shall meet the requirements specified in the following subsections:
Joint Fillers 705.01
Bed Course Material 703.07
All concrete used for Curb and Gutter shall be Class B and meet the requirements in Section 601.
All concrete mix designs utilized shall be submitted to the City representative and approved a minimum of one
week prior to the beginning of construction.
Concrete mixes will be subject to inspection and tests as required to assure compliance with quality requirements.
Subsection 609.06 shall include the following:
Pay Item Pay Unit
Curb and Gutter Type 2 (Section I-B) Linear Foot
Curb and Gutter Type 2 (Section II-B) Linear Foot
The price of all pay items shall be full compensation for all excavation, concrete, forms, joint materials,
reinforcement, tooling and finishing.
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REVISION OF SECTION 610
MEDIAN COVER MATERIAL
Section 610 of the Standard Specifications is hereby revised for this project as follows:
In subsection 610.02 delete the second paragraph and replace with the following:
All concrete used for median cover material shall be Class B and meet the requirements in Section 601. Coloring
agent shall be Davis Color San Diego Buff. All concrete mix designs utilized shall be submitted to the City
representative and approved a minimum of one week prior to the beginning of construction.
In subsection 610.03 delete the third paragraph and replace with the following:
(b) Concrete. Construction requirements shall conform to the requirements of subsection 608.03. The surface
finish shall be exposed aggregate as indicated on the plans.
Subsection 610.05 shall include the following:
Pay Item Pay Unit
Exposed Aggregate Median Splash Guard (4 Inch) Square Foot
Exposed Aggregate Median Cover (4 Inch) Square Foot
The price for all pay items shall be full compensation for furnishing and placing all materials including test slabs,
and demolition of test slabs, excavation, concrete, forms, joint materials, reinforcement, tooling, finishing and
removing polyethylene.
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REVISIONS OF SECTION 623
IRRIGATION SYSTEM
Section 623 of the Standard Specifications is hereby revised for this project as follows:
Subsection 623.04 shall include the following:
Contractor shall install a Rain Bird ESP-LXME Control system as specified in the irrigation plans & details per
City of Fort Collins standards. Coordinate with City of Fort Collins as required.
Attach wire markers to the ends of control wires inside the controller unit housing. Label wires with the
identification number (see drawings) of the remote control valve to which the control wire is connected.
In subsection 623.07(a) delete the first paragraph and replace with the following:
(a) Pop-up spray Sprinklers. The pop-up spray sprinkler body, stem, screen, and nozzle shall be constructed
of heavy duty plastic.
Subsection 623.10 shall include the following:
Plastic and Copper water lines listed below shall be paid for under section 619.
Subsection 623.10 (a) shall include the following:
Identify all pipe with the following indelible markings:
(a) Manufacturer’s Name.
(b) Nominal pipe size.
(c) Schedule of class.
(d) Pressure rating
(e) NSF (National Sanitation Foundation) seal of approval.
(f) Date of extrusion.
Delete subsection 623.10 (b) and replace with the following:
(b) Lateral Line Pipe. Lateral line pipe shall be Class 200 PVC manufactured from virgin polyvinyl chloride
(PVC) compound in accordance with ASTM standards D2241 and D1784, cell classification 12454-B, Type I,
Grade I.
Fittings shall be standards weight Schedule 40 injection molded PVC conforming to ASTM D1784 and D2466,
cell classification 12454-B.
Delete Subsections 623.10 (d), and 623.10 (e).
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REVISIONS OF SECTION 623
IRRIGATION SYSTEM
Subsection 623.10 shall include the following:
(g) Joint Cement and Primer –Weldon P-70 Primer and Weldon 711 Gray Glue or Weldon 725 Wet and Dry Glue
will be allowed.
(h) Irrigation Roadway and sidewalk sleeves. Lateral line pipe shall be Class 200 PVC manufactured from virgin
polyvinyl chloride (PVC) compound in accordance with ASTM standards D2241 and D1784, cell classification
12454-B, Type I, Grade I.
Delete Subsections 623.1 (c), 623.11 (d), and 623.11 (e).
Delete Subsection 623.11 (f) and replace with the following:
(f) Mainline Isolation Valves. Gate valves for 3/4-inch through 2-1/2-inch Pipe – Brass construction; solid wedge,
IPS threads, and non-rising stem with square operating nut.
Delete Subsection 623.13.
Subsection 623.23 First Sentence shall read as follows:
“After installation of…for leaks after a minimum 120 PSI static pressure…for four hours in a hydro static test.”
Subsection 623.23 shall include the following:
The contractor shall conduct pressure tests in the presence of the Engineer or Engineer’s representative. The
Contractor shall give 72 hour notice prior to testing. The test is acceptable if no loss of pressure is evident during
the test period. The Contractor shall retest system until test pressure can be maintained for the duration of the
test.
Subsection 623.26 shall include the following:
The Contractor shall provide a valve sequencing chart for each automatic controller installed. Charts shall not be
prepared until as-builts plans have been approved by the Engineer. Charts shall be installed on the automatic
controller door with photo reduction prints of the as-builts plans. Reduction prints shall be kept to the largest size
possible to retain full legibility.
A readable print of the as-built plans shall be provided showing the area covered by the automatic controller. The
area of coverage of each control valve shall be identified using a distinctly different pastel color, drain over the
entire area of coverage.
In Subsection 623.30, second paragraph, delete item (4) and replace with the following:
(4) Two of each Type of Valve box
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REVISIONS OF SECTION 623
IRRIGATION SYSTEM
Subsection 623.30 shall include the following:
One set of special tools required for removal, disassembling and adjusting each type of sprinkler head and valve
installed.
Two keys for each automatic controller enclosure.
In Subsection 623.32, delete the second and third paragraphs.
Under Subsection 623.33, add the following items:
Pay Item Pay Unit
Flow Sensor Each
Automatic Controllers Each
Line item costs include all materials and labor required to complete the work.
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REVISION OF 627
PAVEMENT MARKING
Section 627 of the Standard Specifications is hereby revised for this project as follows:
Subsection 627.01 shall include the following:
The City of Fort Collins will furnish and install all permanent pavement markings and signing for the project.
The Contractor is required to coordinate with the City for the completion of the work.
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REVISION OF 630
CONSTRUCTION ZONE TRAFFIC CONTROL
Section 630 of the Standard Specifications is hereby revised for this project as follows:
Subsection 630.01 shall include the following:
The Contractor will provide construction zone traffic control for the project. The Contractor is required to
coordinate with the City for the approval of a traffic control plan. The Contractor is also required to coordinate
with CDOT for at the Mulberry and Lemay intersection.
Subsection 630.16 shall include the following:
Pay Item Pay Unit
Construction Zone Traffic Control Lump Sum
The price for the pay item shall be full compensation for furnishing and placing all traffic control devices as well
as any flagging operations. Preparation of a traffic control plan as detailed in the following section shall be
included in the work.
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TRAFFIC CONTROL PLAN – GENERAL
The key elements of the Contractor's method of handling traffic (MHT) are outlined in subsection 630.09.
The components of the TCP for this project are included in the following:
• City of Fort Collins Work Area Traffic Control Handbook, Manual of Uniform Traffic Control
Devices (U.S. Department of Transportation), or applicable statutory requirements of authority
having jurisdiction. Fort Collins Handbook takes precedence over Manual of Uniform Traffic
Control Devices.
• Section 630 of the specifications.
• Revision of Sections 100, 104, and 108 of these Project Specifications.
• Standard Plan S-630-1, Traffic Controls for Highway Construction, Case 11 and 18, and Standard
Plan S-630-2.
• Signing and Striping Plans
Special Traffic Control Plan requirements for this project are as follows:
A. The Contractor is responsible to provide all construction traffic control for the project. The Contractor
shall submit a construction phasing and construction traffic control plan to the Engineer and the City
Traffic Department for review and approval. Submittals for major project phases shall be made at least
three weeks before implementation of any element of the plan.
B. The City reserves the right to restrict construction activities at the intersections of Lemay and Lincoln and
Lemay and Mulberry during the hours of 7:00 AM to 8:30 AM or from 3:30 PM to 5:30 PM.
C. Road closure request shall be included in the construction phasing and traffic control plan submitted to
the City.
D. The Contractor shall maintain pedestrian and bicycle movements through the project site and the
surrounding trails. The Traffic Control plan shall address the method of handling these movements.
E. The Contractor shall, at all times, provide for emergency vehicle access into and through the construction
site.
F. Keep traffic areas free of excavated material, construction equipment, pipe, and other materials and
equipment.
G. Keep fire hydrants and water control valves free from obstruction and available for use at all times.
H. Conduct operations in a manner to avoid unnecessary interference with public and private roads and
drives.
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TRAFFIC CONTROL PLAN – GENERAL
I. Provide and maintain continual temporary access for businesses and residences.
J. Roadway Usage Between Operations – At all times when work is not actually in progress, Contractor
shall make passable and shall open to traffic such portion s of the project and temporary roadways or
portions thereof as may be agreed upon between Contractor and Owner and all authorities having
jurisdiction over any properties involved.
K. The Contractor shall not have construction equipment or materials in the lanes open to traffic at any time,
unless directed.
L. The Contractor shall coordinate Traffic Control activities with the City of Fort Collins Traffic
Engineering and Electric Departments to assure that work activities by those departments are coordinated
with the Contractor’s activities. At the least 48 hours’ notice is required.
M. The Contractor shall maintain 12’ lanes throughout the project.
N. The Contractor shall provide a flagger for equipment, trucks, or other pertinent construction equipment
entering or leaving the construction area into traffic at all times.
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UTILITIES
The following Utilities are known to be within the project limits:
Utility/Agency Contact Person Phone Number
COFC Water & Wastewater Roger Buffington (970) 221-6854
COFC Stormwater Wes Lamarque (970) 416-2418
COFC Light and Power Doug Martine (970) 224-6152
COFC Fiber Optic Clint Reetz (970) 221-6326
COFC Traffic Fiber Optic Britney Sorensen (970) 416-2268
COFC Forester Tim Buchanan (970) 221-6361
Century Link Bob Rulli (970) 377-6403
Comcast Cable Don Kapperman (970) 567-0245
Xcel Energy (gas) Stephanie Rich (970) 225-7828
Platte River Power Authority (PRPA) Mark Curtis (970) 420-2999
ELCO Water Jack Warner (970) 493-2044
The work described in these plans and specifications will require full coordination between the Contractor and the
Utility Companies, in accordance with Subsection 105.06 and while performing their respective operations, so the
utility work can be completed with minimum delays to all parties concerned. In accordance with the plans and
specifications, and as directed by the Engineer, the Contractor shall keep the utility company(s) advised of any
work being done to their facility, so that the utility company(s) can coordinate their inspections for final
acceptance of the work with the Engineer.
The Contractor shall be responsible for protecting, supporting, and if necessary, shoring existing utilities while
constructing the trail, pedestrian bridge, and associated work. The Contractor shall submit to the City and the
individual utility companies’ plans of how the utility lines will be supported and protected during construction.
NOTE: The Contractor shall be required to provide written notice to each utility company, with a copy to the
City, immediately prior to any utility work expected to be coordinated with construction.
The following utility work shall be performed by the Contractor:
Storm sewer improvements
Water line connections
Sanitary sewer connections
E LINCOLN AVE
E MULBERRY ST
RIVERSIDE AVE
MULBERRY
WATER
RECLAMATION
FACILITY
S COLLEGE AVE
SITE
E VINE DR
WOODWARD TECHNOLOGY
CENTER
S LEMAY AVE
INDEX OF SHEETS
CONSTRUCTION PLANS FOR
E. LINCOLN AVENUE AND
S. LEMAY AVENUE IMPROVEMENTS
FROM 3rd STREET TO LEMAY AVENUE AND
FROM MULBERRY STREET TO LINCOLN AVENUE
FORT COLLINS, COLORADO
JULY 2014
BENCHMARKS:
BENCHMARK 1:
CITY OF FORT COLLINS BM# 3-00, ON A PARAPET WALL AT THE
NORTHWEST END OF THE LINCOLN AVE BRIDGE NEAR THE
NORTHEAST CORNER OF LINCOLN AVE AND WILLOW ST.
ELEV-4964.15 (NGVD 29 UNADJUSTED)
BENCHMARK 2:
NATIONAL GEODETIC SURVEY #R 402, IN FORT COLLINS AT THE
JUNCTION OF 9TH STREET AND LINCOLN AVE IN THE EAST EDGE
OF THE CONCRETE FOOTING FOR HIGHLINE TOWER NUMBER 29,
156.8 FT NORTH OF THE CENTERLINE OF THE AVENUE, 73.2 FT
WEST OF THE CENTERLINE OF THE STREET, AND 0.7 FT WEST OF
THE EAST EDGE OF THE FOOTING. ELEV=4939.03 (NGVD 29
UNADJUSTED)
VICINITY MAP
APPROX. 1"=800'
ABBREVIATION LIST
AD ALGEBRAIC DIFFERENCE
AE ACCESS EASEMENT
ARV AIR RELEASE VALVE
ASSY ASSEMBLY
BOV BLOW OFF VALVE
C&G CURB AND GUTTER
CL CENTERLINE
CMP CORRUGATED METAL PIPE
DE DRAINAGE EASEMENT
EL ELEVATION
ES EMERGENCY SPILLWAY
EOP EDGE OF PAVEMENT
EX EXISTING
FES FLARED END SECTION
FL FLOWLINE
GB GRADE BREAK
GV GATE VALVE
HP HIGH POINT
FH FIRE HYDRANT
I.E. IRRIGATION EASEMENT
INV INVERT
IRR IRRIGATION
BID SET
BID SET
BID SET
MATCH LINE - STA 16+40 SEE BELOW
E Lioncoln Ave
S Lemay Ave
E Mulberry St.
Riverside Ave
LOT 1
Poudre River
LOT 2
LOT 3
LOT 4
WOODWARD
TECHNOLOGY
CENTER
MATCH LINE - STA 24+40 SEE BELOW
MATCH LINE - STA 24+40 SEE ABOVE MATCH LINE - STA 16+40 SEE ABOVE
BID SET
0
SCALE: 1" = 40'
40 20 40 80
MATCH LINE - STA 18+00 SEE BELOW
E Lioncoln Ave
S Lemay Ave
E Mulberry St.
Riverside Ave
LOT 1
Poudre River
LOT 2
LOT 3
LOT 4
WOODWARD
TECHNOLOGY
CENTER
MATCH LINE - STA 26+80 SEE SHT 7
MATCH LINE - STA 18+00 SEE ABOVE
0
SCALE: 1" = 40'
40 20 40 80
BID SET
E Lioncoln Ave
S Lemay Ave
E Mulberry St.
Riverside Ave
LOT 1
Poudre River
LOT 2
LOT 3
LOT 4
WOODWARD
TECHNOLOGY
CENTER
MATCH LINE - STA 26+80 SEE SHT 6
0
SCALE: 1" = 40'
40 20 40 80
BID SET
LINCOLN AVE TYPICAL SECTION
(1" = 10')
LINCOLN AVE RIGHT-TURN TYPICAL SECTION
(1" = 10')
LEMAY TYPICAL SECTION
STA 10+75 - STA 12+15
(1" = 10')
LEMAY TYPICAL SECTION
STA 8+28 - STA 9+38
(1" = 10')
BID SET
LEMAY TYPICAL SECTION
STA 25+00 - STA 30+50
(1" = 10')
LEMAY TYPICAL SECTION
STA 21+85 - STA 25+00
(1" = 10')
LEMAY TYPICAL SECTION
STA 30+50 - STA 33+25
(1" = 10')
LEMAY TYPICAL SECTION
STA 13+65 - STA 18+35
(1" = 10')
LEMAY TYPICAL SECTION
STA 12+15 - STA 13+65
(1" = 10')
LEMAY TYPICAL SECTION
STA 21+85 - STA 25+00
(1" = 10')
LEMAY TYPICAL SECTION
STA 18+35 - STA 20+50
(1" = 10')
BID SET
S
S
S
S
D D
D
H2O H2O
W
H2O
H2WO
S
S
S
S
S
Y
H2O
Y
WW
Y
MATCH LINE STA 16+40 - SEE BELOW
MATCH LINE STA 16+40 - SEE ABOVE
MATCH LINE STA 24+40 - SEE SHT 11
E Lioncoln Ave
S Lemay Ave
E Mulberry St.
Riverside Ave
LOT 1
Poudre River
LOT 2
LOT 3
LOT 4
WOODWARD
TECHNOLOGY
CENTER
0
SCALE: 1" = 40'
40 20 40 80
NOTES:
1. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL
EXISTING UTILITIES.
2. ALL TREES NOTED TO REMAIN SHALL BE PROTECTED IN PLACE.
PROTECTION FENCE SHALL BE INSTALLED AT THE DRIP LINE. SEE
GENERAL NOTES SHEET FOR ADDITIONAL TREE PROTECTION
NOTES.
3. LIMITS AND LOCATION OF SAWCUT LINES ARE APPROXIMATE.
FINAL LIMITS SHALL BE DETERMINED IN THE FIELD BY THE CITY
INSPECTOR.
4. ALL PAVEMENT REMOVALS SHALL BE SAWCUT TO A CLEAN
EDGE.
5. REFER TO THE PLAN AND PROFILE SHEETS FOR FINAL LOCATION
OF ALL ITEMS NOTED TO BE RELOCATED OR RESET.
6. REFER TO THE SIGNING AND STRIPING PLAN FOR FINAL
LOCATION OF ALL SIGNS NOTED TO BE RESET.
7. DRY UTILITY LINES (GAS, POWER, CABLE, TELECOM) SHALL BE
PROTECTED IN PLACE.
8. ITEMS SHOWN FOR REMOVAL ARE NOT SHOWN ON SUBSEQUENT
SHEETS.
9. ADJUST EXISTING MANHOLE LIDS AND VALVE BOXES TO FINISH
GRADE AS NEEDED.
D
D
W
W
Y
E Lioncoln Ave
S Lemay Ave
E Mulberry St.
Riverside Ave
LOT 1
Poudre River
LOT 2
LOT 3
LOT 4
WOODWARD
TECHNOLOGY
CENTER
MATCH LINE STA 24+40 - SEE SHT 10
0
SCALE: 1" = 40'
40 20 40 80
LEGEND
EXISTING TREE TO BE REMOVED
NOTES:
1. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL
EXISTING UTILITIES.
2. ALL TREES NOTED TO REMAIN SHALL BE PROTECTED IN PLACE.
PROTECTION FENCE SHALL BE INSTALLED AT THE DRIP LINE. SEE
GENERAL NOTES SHEET FOR ADDITIONAL TREE PROTECTION
NOTES.
3. LIMITS AND LOCATION OF SAWCUT LINES ARE APPROXIMATE.
FINAL LIMITS SHALL BE DETERMINED IN THE FIELD BY THE CITY
INSPECTOR.
4. ALL PAVEMENT REMOVALS SHALL BE SAWCUT TO A CLEAN
EDGE.
5. REFER TO THE PLAN AND PROFILE SHEETS FOR FINAL LOCATION
OF ALL ITEMS NOTED TO BE RELOCATED OR RESET.
6. REFER TO THE SIGNING AND STRIPING PLAN FOR FINAL
LOCATION OF ALL SIGNS NOTED TO BE RESET.
7. DRY UTILITY LINES (GAS, POWER, CABLE, TELECOM) SHALL BE
PROTECTED IN PLACE.
8. ITEMS SHOWN FOR REMOVAL ARE NOT SHOWN ON SUBSEQUENT
SHEETS.
9. ADJUST EXISTING MANHOLE LIDS AND VALVE BOXES TO FINISH
GRADE AS NEEDED.
10. EXISTING STRIPING NOTED TO BE REMOVED SHALL BE DONE
PER THE APPROVED CONTRACT METHOD.
11. EXISTING TRAFFIC SIGNS WILL BE RESET BY THE CITY OF FORT
COLLINS.
EXISTING ASPHALT TO BE REMOVED
BID SET
EXISTING PAVEMENT STRIPE
TO BE REMOVED
BID SET
MATCH LINE - SEE BELOW
MATCH LINE - SEE ABOVE
MATCH LINE - SEE SHT13
E Lioncoln Ave
S Lemay Ave
E Mulberry St.
Riverside Ave
LOT 1
Poudre River
LOT 2
LOT 3
LOT 4
WOODWARD
TECHNOLOGY
CENTER
0
SCALE: 1" = 40'
40 20 40 80
NOTES:
1. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL
EXISTING UTILITIES.
2. ALL TREES NOTED TO REMAIN SHALL BE PROTECTED IN PLACE.
PROTECTION FENCE SHALL BE INSTALLED AT THE DRIP LINE. SEE
GENERAL NOTES SHEET FOR ADDITIONAL TREE PROTECTION
NOTES.
3. LIMITS AND LOCATION OF SAWCUT LINES ARE APPROXIMATE.
FINAL LIMITS SHALL BE DETERMINED IN THE FIELD BY THE CITY
INSPECTOR.
4. REFER TO THE SIGNING AND STRIPING PLAN FOR FINAL
LOCATION OF ALL SIGNS NOTED TO BE RESET.
5. DRY UTILITY LINES (GAS, POWER, CABLE, TELECOM) SHALL BE
PROTECTED IN PLACE.
6. ALL PAVEMENT REMOVALS SHALL BE SAWCUT TO A CLEAN EDGE
AND CURB REMOVALS SHALL BE SAWCUT TO THE NEAREST JOINT.
7. ITEMS SHOWN FOR REMOVAL ARE NOT SHOWN ON SUBSEQUENT
SHEETS.
8. ADJUST EXISTING MANHOLE LIDS AND VALVE BOXES TO FINISH
GRADE AS NEEDED.
9. COORDINATE LIGHT POLE RELOCATIONS WITH THE CITY OF
FORT COLLINS LIGHT AND POWER (970) 224 - 6152.
10. COORDINATE RELOCATION OF CATHODIC PROTECTION UNITS
WITH THE CITY OF FORT COLLINS UTILITIES (970) 221-6700.
11. ALL SHRUBS IN MEDIANS SHALL BE REMOVED, AND SOIL SHALL
BE REMOVED FROM MEDIAN AREAS OUTSIDE OF THE DRIPLINE OF
EXISTING TREES TO REMAIN TO ACCOMMODATE NEW TOPSOIL AND
PLANTINGS.
12. EXISTING STRIPING NOTED TO BE REMOVED SHALL BE DONE
PER THE APPROVED CONTRACT METHOD.
13. EXISTING TRAFFIC SIGNS NOTED TO BE RESET SHALL BE
REMOVED BY THE CONTRACTOR AND TRANSFERRED TO THE CITY
OF FORT COLLINS.
14. EXISTING TRAFFIC SIGNS WILL BE RESET BY THE CITY OF FORT
COLLINS.
LEGEND
EXISTING TREE TO BE REMOVED
EXISTING ASPHALT TO BE REMOVED
EXISTING CONCRETE PAVEMENT TO BE REMOVED
EXISTING MEDIAN COVER/SPLASH BLOCK
TO BE REMOVED
E Lioncoln Ave
S Lemay Ave
E Mulberry St.
Riverside Ave
LOT 1
Poudre River
LOT 2
LOT 3
LOT 4
WOODWARD
TECHNOLOGY
CENTER
MATCH LINE - SEE SHT 12
0
SCALE: 1" = 40'
40 20 40 80
NOTES:
1. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL
EXISTING UTILITIES.
2. ALL TREES NOTED TO REMAIN SHALL BE PROTECTED IN PLACE.
PROTECTION FENCE SHALL BE INSTALLED AT THE DRIP LINE. SEE
GENERAL NOTES SHEET FOR ADDITIONAL TREE PROTECTION
NOTES.
3. LIMITS AND LOCATION OF SAWCUT LINES ARE APPROXIMATE.
FINAL LIMITS SHALL BE DETERMINED IN THE FIELD BY THE CITY
INSPECTOR.
4. REFER TO THE SIGNING AND STRIPING PLAN FOR FINAL
LOCATION OF ALL SIGNS NOTED TO BE RESET.
5. DRY UTILITY LINES (GAS, POWER, CABLE, TELECOM) SHALL BE
PROTECTED IN PLACE.
6. ALL PAVEMENT REMOVALS SHALL BE SAWCUT TO A CLEAN EDGE
AND CURB REMOVALS SHALL BE SAWCUT TO THE NEAREST JOINT.
7. ITEMS SHOWN FOR REMOVAL ARE NOT SHOWN ON SUBSEQUENT
SHEETS.
8. ADJUST EXISTING MANHOLE LIDS AND VALVE BOXES TO FINISH
GRADE AS NEEDED.
9. COORDINATE LIGHT POLE RELOCATIONS WITH THE CITY OF
FORT COLLINS LIGHT AND POWER (970) 224 - 6152.
10. COORDINATE RELOCATION OF CATHODIC PROTECTION UNITS
WITH THE CITY OF FORT COLLINS UTILITIES (970) 221-6700.
11. ALL SHRUBS IN MEDIANS SHALL BE REMOVED, AND SOIL SHALL
BE REMOVED FROM MEDIAN AREAS OUTSIDE OF THE DRIPLINE OF
EXISTING TREES TO REMAIN TO ACCOMMODATE NEW TOPSOIL AND
PLANTINGS.
12. EXISTING STRIPING NOTED TO BE REMOVED SHALL BE DONE
PER THE APPROVED CONTRACT METHOD.
13. EXISTING TRAFFIC SIGNS NOTED TO BE RESET SHALL BE
REMOVED BY THE CONTRACTOR AND TRANSFERRED TO THE CITY
OF FORT COLLINS.
14. EXISTING TRAFFIC SIGNS WILL BE RESET BY THE CITY OF FORT
COLLINS.
LEGEND
EXISTING TREE TO BE REMOVED
EXISTING ASPHALT TO BE REMOVED
EXISTING CONCRETE PAVEMENT TO BE REMOVED
EXISTING MEDIAN COVER/SPLASH BLOCK
TO BE REMOVED
EXISTING PAVEMENT STRIPE
TO BE REMOVED
BID SET
S
S
S
S
D D
D
H2O H2O
W
H2O
H2WO
MATCH LINE - STA 16+40 SEE SHT 15
E Lioncoln Ave
S Lemay Ave
E Mulberry St.
Riverside Ave
LOT 1
Poudre River
LOT 2
LOT 3
LOT 4
WOODWARD
TECHNOLOGY
CENTER
RIGHT EDGE OF PAVEMENT PROFILE
CENTERLINE PROFILE
0
SCALE: 1" = 40'
40 20 40 80
LEGEND
PROPOSED CONCRETE
PROPOSED ASPHALT
PROPOSED TEMP. ASPHALT SIDEWALK
NOTES:
1. MATCH THE EXISTING EDGE OF ASPHALT FOR THE DRIVEWAY AT CENTERLINE
STA 16+58.70 COMPLETED UNDER THE WOODWARD TECHNOLOGY CENTER
PHASE 1 IMPROVEMENTS.
BID SET
MATCH LINE - STA 16+40 SEE SHT 15 MATCH LINE - STA 16+40 SEE SHT 15
S
S
S
S
S
Y
H2O
Y
WW
Y
MATCH LINE - STA 24+40 SEE SHT 16
E Lioncoln Ave
S Lemay Ave
E Mulberry St.
Riverside Ave
LOT 1
Poudre River
LOT 2
LOT 3
LOT 4
WOODWARD
TECHNOLOGY
CENTER
RIGHT EDGE OF PAVEMENT PROFILE
CENTERLINE PROFILE
0
SCALE: 1" = 40'
40 20 40 80
MATCH LINE - STA 16+40 SEE SHT 14
LEGEND
PROPOSED CONCRETE
PROPOSED ASPHALT
PROPOSED TEMP. ASPHALT SIDEWALK
NOTES:
1. MATCH THE EXISTING EDGE OF ASPHALT FOR THE DRIVEWAY AT CENTERLINE
STA 16+58.70 COMPLETED UNDER THE WOODWARD TECHNOLOGY CENTER
PHASE 1 IMPROVEMENTS.
BID SET
MATCH LINE - STA 24+40 SEE SHT 16
MATCH LINE - STA 16+40 SEE SHT 14
MATCH LINE - STA 24+40 SEE SHT 16
MATCH LINE - STA 16+40 SEE SHT 14
D
D
W
W
Y
E Lioncoln Ave
S Lemay Ave
E Mulberry St.
Riverside Ave
LOT 1
Poudre River
LOT 2
LOT 3
LOT 4
WOODWARD
TECHNOLOGY
CENTER
MATCH LINE - STA 24+40 SEE SHT 15
RIGHT EDGE OF PAVEMENT PROFILE
CENTERLINE PROFILE
0
SCALE: 1" = 40'
40 20 40 80
LEGEND
PROPOSED CONCRETE
PROPOSED ASPHALT
PROPOSED TEMP. ASPHALT SIDEWALK
BID SET
MATCH LINE - STA 24+40 SEE SHT 15 MATCH LINE - STA 24+40 SEE SHT 15
MATCH LINE - STA 18+00 - SEE SHT 18
E Lioncoln Ave
S Lemay Ave
E Mulberry St.
Riverside Ave
LOT 1
Poudre River
LOT 2
LOT 3
LOT 4
WOODWARD
TECHNOLOGY
CENTER
LEFT FLOWLINE PROFILE
0
40'
40 20 40 80
SCALE: 1" =
HORIZONTAL
VERTICAL
SCALE: 1" = 4'
LEGEND
PROPOSED CONCRETE
PROPOSED ASPHALT
PROPOSED MEDIAN COVER
PROPOSED MEDIAN NOSE CAP
BID SET
MATCH LINE - STA 18+00 - SEE SHT 18
NOTE:
1. SEE SHT 46 FOR ADA RAMP DETAILS AND SHT 27 AND
28 FOR ISLAND AND DRIVEWAY GRADING DETAILS.
PROPOSED ASPHALT PATCH
MATCH LINE - STA 26+80 - SEE SHT 19
MATCH LINE - STA 18+00 - SEE SHT 17
E Lioncoln Ave
S Lemay Ave
E Mulberry St.
Riverside Ave
LOT 1
Poudre River
LOT 2
LOT 3
LOT 4
WOODWARD
TECHNOLOGY
CENTER
LEFT FLOWLINE PROFILE
0
40'
40 20 40 80
SCALE: 1" =
HORIZONTAL
VERTICAL
SCALE: 1" = 4'
BID SET
MATCH LINE - STA 26+80 - SEE SHT 19
MATCH LINE - STA 18+00 - SEE SHT 17
NOTE:
1. SEE SHT 46 FOR ADA RAMP DETAILS AND SHT 27 AND
28 FOR ISLAND AND DRIVEWAY GRADING DETAILS.
LEGEND
PROPOSED CONCRETE
PROPOSED ASPHALT
PROPOSED MEDIAN COVER
PROPOSED MEDIAN NOSE CAP
PROPOSED ASPHALT PATCH
E Lioncoln Ave
S Lemay Ave
E Mulberry St.
Riverside Ave
LOT 1
Poudre River
LOT 2
LOT 3
LOT 4
WOODWARD
TECHNOLOGY
CENTER
MATCH LINE - STA 27+60 - SEE SHT 18
LEFT FLOWLINE PROFILE
0
40'
40 20 40 80
SCALE: 1" =
HORIZONTAL
VERTICAL
SCALE: 1" = 4'
BID SET
MATCH LINE - STA 27+60 - SEE SHT 18
NOTE:
1. SEE SHT 46 FOR ADA RAMP DETAILS AND SHT 27 AND
28 FOR ISLAND AND DRIVEWAY GRADING DETAILS.
LEGEND
PROPOSED CONCRETE
PROPOSED ASPHALT
PROPOSED MEDIAN COVER
PROPOSED MEDIAN NOSE CAP
PROPOSED ASPHALT PATCH
BID SET
MATCH LINE - STA 18+00 - SEE SHT 21
E Lioncoln Ave
S Lemay Ave
E Mulberry St.
Riverside Ave
LOT 1
Poudre River
LOT 2
LOT 3
LOT 4
WOODWARD
TECHNOLOGY
CENTER
RIGHT MEDIAN FLOWLINE PROFILE
LEFT MEDIAN FLOWLINE PROFILE
0
HORIZONTAL
SCALE: 1" =
VERTICAL
SCALE: 1" =
40'
4'
40 20 40 80
MATCH LINE - STA 18+00 - SEE SHT 21 MATCH LINE - STA 18+00 - SEE SHT 21
LEGEND
PROPOSED CONCRETE
PROPOSED ASPHALT
PROPOSED MEDIAN COVER
PROPOSED MEDIAN NOSE CAP
PROPOSED ASPHALT PATCH
BID SET
MATCH LINE - STA 26+80 - SEE SHT 22
MATCH LINE - STA 18+00 - SEE SHT 20
E Lioncoln Ave
S Lemay Ave
E Mulberry St.
Riverside Ave
LOT 1
Poudre River
LOT 2
LOT 3
LOT 4
WOODWARD
TECHNOLOGY
CENTER
RIGHT MEDIAN FLOWLINE PROFILE
LEFT MEDIAN FLOWLINE PROFILE
MATCH LINE - STA 26+80 - SEE SHT 22
MATCH LINE - STA 18+00 - SEE SHT 20
MATCH LINE - STA 26+80 - SEE SHT 22
MATCH LINE - STA 18+00 - SEE SHT 20
0
HORIZONTAL
SCALE: 1" =
VERTICAL
SCALE: 1" =
40'
4'
40 20 40 80
LEGEND
PROPOSED CONCRETE
PROPOSED ASPHALT
PROPOSED MEDIAN COVER
PROPOSED MEDIAN NOSE CAP
PROPOSED ASPHALT PATCH
BID SET
E Lioncoln Ave
S Lemay Ave
E Mulberry St.
Riverside Ave
LOT 1
Poudre River
LOT 2
LOT 3
LOT 4
WOODWARD
TECHNOLOGY
CENTER
MATCH LINE - STA 26+80 - SEE SHT 21
RIGHT MEDIAN FLOWLINE PROFILE
LEFT MEDIAN FLOWLINE PROFILE
0
HORIZONTAL
SCALE: 1" =
VERTICAL
SCALE: 1" =
40'
4'
40 20 40 80
MATCH LINE - STA 26+80 - SEE SHT 21 MATCH LINE - STA 26+80 - SEE SHT 21
LEGEND
PROPOSED CONCRETE
PROPOSED ASPHALT
PROPOSED MEDIAN COVER
PROPOSED MEDIAN NOSE CAP
PROPOSED ASPHALT PATCH
S
S
D
S
S
S
S
S S
D
D
H2O H2O
W
H2O
Y
MATCH LINE - STA 5+60 SEE BELOW
E Lioncoln Ave
S Lemay Ave
E Mulberry St.
Riverside Ave
LOT 1
Poudre River
LOT 2
LOT 3
LOT 4
WOODWARD
TECHNOLOGY
CENTER
MATCH LINE - STA 14+00 - SEE SHT 24
MATCH LINE - STA 5+60 SEE ABOVE
LEGEND
0
SCALE: 1" = 40'
40 20 40 80
NOTES:
1. EXISTING GRADES ARE BASED ON THE WOODWARD TECHNOLOGY CENTER
OVER-LOT GRADING PLAN.
2. PROPOSED CONTOURS SHOWN OUTSIDE OF THE RIGHT-OF-WAY WILL BE
COMPLETED UNDER A SEPARATE CONTRACT AND ARE FOR INFORMATION ONLY.
3. CONTRACTOR IS RESPONSIBLE TO TIE OUT GRADES FROM THE RIGHT-OF-WAY
LINE TO THE EXISTING GRADE ON THE WOODWARD SITE ESTABLISHED FROM
THE OVER-LOT GRADING AT A MAXIMUM CATCH SLOPE OF 4:1.
4. ALL DISTURBED AREAS WITHIN THE RIGHT-OF-WAY SHALL BE SEEDED WITH
SEED MIX 'A' PER THE LANDSCAPE PLANS.
5. CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND CONTINUALLY BEING IN
COMPLIANCE WITH THE COLORADO STORMWATER DISCHARGE PERMIT (CDHPE )
AND STORMWATER MANAGEMENT PERMIT (SWMP).
6. REFER TO THE ADDITIONAL GRADING AND EROSION CONTROL NOTES ON
SHEET 3.
BID SET
D
H2O
W
W
Y
S
S
S
S
S
S
D D
Y
H2O
Y
H2WO
WW
Y
E Lioncoln Ave
S Lemay Ave
E Mulberry St.
Riverside Ave
LOT 1
Poudre River
LOT 2
LOT 3
LOT 4
WOODWARD
TECHNOLOGY
CENTER
MATCH LINE - STA 22+40 SEE ABOVE MATCH LINE - STA 14+00 SEE - SHT 23
MATCH LINE - STA 22+40 SEE BELOW
0
SCALE: 1" = 40'
40 20 40 80
NOTES:
1. EXISTING GRADES ARE BASED ON THE WOODWARD TECHNOLOGY CENTER
OVER-LOT GRADING PLAN.
2. PROPOSED CONTOURS SHOWN OUTSIDE OF THE RIGHT-OF-WAY WILL BE COMPLETED
UNDER A SEPARATE CONTRACT AND ARE FOR INFORMATION ONLY.
3. CONTRACTOR IS RESPONSIBLE TO TIE OUT GRADES FROM THE RIGHT-OF-WAY LINE
TO THE EXISTING GRADE ON THE WOODWARD SITE ESTABLISHED FROM THE OVER-LOT
GRADING AT A MAXIMUM CATCH SLOPE OF 4:1.
4. ALL DISTURBED AREAS WITHIN THE RIGHT-OF-WAY SHALL BE SEEDED WITH SEED MIX
A PER THE LANDSCAPE PLANS.
5. CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND CONTINUALLY BEING IN
COMPLIANCE WITH THE COLORADO STORMWATER DISCHARGE PERMIT (CDHPE ) AND
STORMWATER MANAGEMENT PERMIT (SWMP).
6. REFER TO THE ADDITIONAL GRADING AND EROSION CONTROL NOTES ON SHEET 3.
LEGEND
BID SET
BID SET
MATCH LINE - STA 18+00 SEE BELOW
E Lioncoln Ave
S Lemay Ave
E Mulberry St.
Riverside Ave
LOT 1
Poudre River
LOT 2
LOT 3
LOT 4
WOODWARD
TECHNOLOGY
CENTER
MATCH LINE - STA 26+80 SEE SHT 26
MATCH LINE - STA 18+00 SEE ABOVE
LEGEND
0
SCALE: 1" = 40'
40 20 40 80
NOTES:
1. EXISTING GRADES ARE BASED ON THE WOODWARD TECHNOLOGY CENTER
OVER-LOT GRADING PLAN.
2. CONTRACTOR TO LOCATE CONSTRUCTION ENTRANCE AND CONCRETE
WASHOUT STRUCTURE. COORDINATE LOCATION WITH WOODWARD
TECHNOLOGY CENTER CONTRACTOR.
3. CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND CONTINUALLY BEING IN
COMPLIANCE WITH THE COLORADO STORMWATER DISCHARGE PERMIT (CDHPE )
AND STORMWATER MANAGEMENT PERMIT (SWMP).
4. REFER TO THE ADDITIONAL GRADING AND EROSION CONTROL NOTES ON
SHEET 3.
BID SET
E Lioncoln Ave
S Lemay Ave
E Mulberry St.
Riverside Ave
LOT 1
Poudre River
LOT 2
LOT 3
LOT 4
WOODWARD
TECHNOLOGY
CENTER
MATCH LINE - STA 27+60 SEE SHT 25
LEGEND
0
SCALE: 1" = 40'
40 20 40 80
NOTES:
1. EXISTING GRADES ARE BASED ON THE WOODWARD TECHNOLOGY CENTER
OVER-LOT GRADING PLAN.
2. CONTRACTOR TO LOCATE CONSTRUCTION ENTRANCE AND CONCRETE
WASHOUT STRUCTURE. COORDINATE LOCATION WITH WOODWARD
TECHNOLOGY CENTER CONTRACTOR.
3. CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND CONTINUALLY BEING IN
COMPLIANCE WITH THE COLORADO STORMWATER DISCHARGE PERMIT (CDHPE )
AND STORMWATER MANAGEMENT PERMIT (SWMP).
4. REFER TO THE ADDITIONAL GRADING AND EROSION CONTROL NOTES ON
SHEET 3.
BID SET
MULBERRY & LEMAY
SOUTH MEDIAN NOSE
GRADING DETAIL
RIGHT TURN PORK CHOP
GRADING DETAIL
NOTES:
1. SEE SHT 46 FOR ADA RAMP DETAILS.
2. CURB AND GUTTER ABUTTING THE CONCRETE DRIVEWAY
SHALL HAVE THE GUTTER THICKNESS MATCH THE THICKNESS
OF THE CONCRETE (8").
3. ALL CONCRETE PAVEMENT, INCLUDING DRIVEWAYS, SHALL
BE CDOT CLASS P WITH 48hr 3000 PSI STRENGTH.
MULBERRY & LEMAY
NORTH MEDIAN NOSE
GRADING DETAIL
COMMERCIAL DRIVEWAY ENTRANCE
CENTERLINE STA 15+34.49
GRADING DETAIL
0
SCALE: 1" = 10'
10 5 10 20
LEMAY AVE - MAGNOLIA ST INTERSECTION
CENTER LINE STA 21+19.03
GRADING DETAIL
BID SET
3/4 DRIVEWAY ENTRANCE
CENTER LINE STA 29+83.49
GRADING DETAIL
NOTES:
1. SEE SHT 46 FOR ADA RAMP DETAILS.
2. CURB AND GUTTER ABUTTING THE CONCRETE DRIVEWAY
SHALL HAVE THE GUTTER THICKNESS MATCH THE THICKNESS
OF THE CONCRETE (8").
3. ALL CONCRETE PAVEMENT, INCLUDING DRIVEWAYS, SHALL
BE CDOT CLASS P WITH 48hr 3000 PSI STRENGTH.
4. IMPROVEMENTS SHOWN OUTSIDE OF LEMAY RIGHT-OF-WAY
ON THE WOODWARD PROPERTY ARE FOR INFORMATION ONLY.
3/4 TURN LANE
GRADING DETAIL
0
SCALE: 1" = 10'
10 5 10 20
C.O.
S
S
S
S
S
D D
D
H2O Y
H2O
W
H2O
H2WO
E Lioncoln Ave
S Lemay Ave
E Mulberry St.
Riverside Ave
LOT 1
Poudre River
LOT 2
LOT 3
LOT 4
WOODWARD
TECHNOLOGY
CENTER
STORM LINE 1 - PROFILE
0
HORIZONTAL
SCALE: 1" =
VERTICAL
SCALE: 1" =
40'
4'
40 20 40 80
BID SET
NOTES:
1. STORM SEWER INSTALLATIONS SHALL CONFORM TO THE CITY OF FORT COLLINS
STANDARDS AND SPECIFICATIONS CURRENT AT THE DATE OF APPROVAL OF THE
PLANS BY THE LOCAL ENGINEER.
2. LENGTH OF PIPE INCLUDES FES AND IS MEASURED FROM CENTER OF
STRUCTURE TO CENTER OF STRUCTURE. STATIONING IS LABELED AT THE CENTER
OF STRUCTURE.
3. STORM SEWER PIPE SHALL BE CLASS III RCP OR HDPE SEWER PIPE AS NOTED ON
THE PLANS. BEDDING SHALL BE PER SANITARY SEWER BEDDING DETAIL FOR HDPE
AND PER STORM SEWER BEDDING DETAIL FOR RCP. STORM SEWER PIPE SHALL BE
AS SPECIFIED BY THE CITY OF FORT COLLINS STANDARD PLANS AND
SPECIFICATIONS.
BID SET
E Lioncoln Ave
S Lemay Ave
E Mulberry St.
Riverside Ave
LOT 1
Poudre River
LOT 2
LOT 3
LOT 4
WOODWARD
TECHNOLOGY
CENTER
NOTES:
1. STORM SEWER INSTALLATIONS SHALL CONFORM TO THE CITY OF FORT COLLINS
STANDARDS AND SPECIFICATIONS CURRENT AT THE DATE OF APPROVAL OF THE
PLANS BY THE LOCAL ENGINEER.
2. LENGTH OF PIPE INCLUDES FES AND IS MEASURED FROM CENTER OF
STRUCTURE TO CENTER OF STRUCTURE. STATIONING IS LABELED AT THE CENTER
OF STRUCTURE.
3. STORM SEWER PIPE SHALL BE CLASS III RCP OR HDPE SEWER PIPE AS NOTED ON
THE PLANS. BEDDING SHALL BE PER SANITARY SEWER BEDDING DETAIL FOR HDPE
AND PER STORM SEWER BEDDING DETAIL FOR RCP. STORM SEWER PIPE SHALL BE
AS SPECIFIED BY THE CITY OF FORT COLLINS STANDARD PLANS AND
SPECIFICATIONS.
4. GROUND WATER PROFILE SHOWN IS APPROXIMATE AND IS EXPECTED TO
FLUCTUATE SEASONALLY.
0
HORIZONTAL
SCALE: 1" =
VERTICAL
SCALE: 1" =
+
4'
40 20 40 80
STORM LINE 2 PROFILE
BID SET
E Lioncoln Ave
S Lemay Ave
E Mulberry St.
Riverside Ave
LOT 1
Poudre River
LOT 2
LOT 3
LOT 4
WOODWARD
TECHNOLOGY
CENTER
NOTES:
1. SANITARY SEWER INSTALLATIONS SHALL CONFORM
TO THE CITY OF FORT COLLINS STANDARDS AND
SPECIFICATIONS CURRENT AT THE DATE OF APPROVAL
OF THE PLANS BY THE LOCAL ENGINEER.
2. LENGTH OF PIPE IS MEASURED FROM CENTER OF
STRUCTURE TO CENTER OF STRUCTURE.
3. ALL SANITARY SEWER PIPE SHALL BE PVC (SDR 35)
UNLESS OTHERWISE NOTED ON THE PLAN. SEWER PIPE
SHALL BE AS SPECIFIED BY THE CITY OF FORT COLLINS
STANDARD PLANS AND SPECIFICATIONS.
4. GROUND WATER PROFILE SHOWN IS APPROXIMATE
AND IS EXPECTED TO FLUCTUATE SEASONALLY.
5. WATER CONSTRUCTION SHALL CONFORM TO THE CITY
OF FORT COLLINS STANDARDS AND SPECIFICATIONS
CURRENT AT THE DATE OF APPROVAL OF THE PLANS BY
THE LOCAL ENGINEER.
6. WATER MAINS SHALL BE PVC (C-900) AS SPECIFIED BY
THE CITY OF FORT COLLINS STANDARD PLANS AND
SPECIFICATIONS.
7. HORIZONTAL AND VERTICAL DEFLECTION AT PIPE
-2,176$1'%(1'66+$//127(;&(('
0
HORIZONTAL
SCALE: 1" =
VERTICAL
SCALE: 1" =
40'
4'
40 20 40 80
8" SANITARY SEWER PROFILE
MATCH LINE - STA 16+40 SEE BELOW
E Lioncoln Ave
S Lemay Ave
E Mulberry St.
Riverside Ave
LOT 1
Poudre River
LOT 2
LOT 3
LOT 4
WOODWARD
TECHNOLOGY
CENTER
MATCH LINE - STA 24+40 - SEE SHT 33
MATCH LINE - STA 16+40 SEE ABOVE
BID SET
FOR INFORMATION ONLY
0
SCALE: 1" = 40'
40 20 40 80
E Lioncoln Ave
S Lemay Ave
E Mulberry St.
Riverside Ave
LOT 1
Poudre River
LOT 2
LOT 3
LOT 4
WOODWARD
TECHNOLOGY
CENTER
MATCH LINE - STA 24+40 - SEE SHT 32
BID SET
FOR INFORMATION ONLY
0
SCALE: 1" = 40'
40 20 40 80
BID SET
MATCH LINE - STA 17+50 SEE BELOW
E Lioncoln Ave
S Lemay Ave
E Mulberry St.
Riverside Ave
LOT 1
Poudre River
LOT 2
LOT 3
LOT 4
WOODWARD
TECHNOLOGY
CENTER
MATCH LINE - STA 27+30 SEE SHT 35
MATCH LINE - STA 17+50 SEE ABOVE
0
SCALE: 1" = 40'
40 20 40 80
FOR INFORMATION ONLY
BID SET
E Lioncoln Ave
S Lemay Ave
E Mulberry St.
Riverside Ave
LOT 1
Poudre River
LOT 2
LOT 3
LOT 4
WOODWARD
TECHNOLOGY
CENTER
MATCH LINE - STA 27+30 SEE SHT 34
0
SCALE: 1" = 40'
40 20 40 80
FOR INFORMATION ONLY
0
HORIZONTAL
SCALE: 1" =
VERTICAL
SCALE: 1" =
20'
5'
20 10 20 40 BID SET
0
HORIZONTAL
SCALE: 1" =
VERTICAL
SCALE: 1" =
20'
5'
20 10 20 40
BID SET
0 BID SET
HORIZONTAL
SCALE: 1" =
VERTICAL
SCALE: 1" =
20'
5'
20 10 20 40
0 BID SET
HORIZONTAL
SCALE: 1" =
VERTICAL
SCALE: 1" =
20'
5'
20 10 20 40
BID SET
0
HORIZONTAL
SCALE: 1" =
VERTICAL
SCALE: 1" =
20'
5'
20 10 20 40
BID SET
BID SET
CONCRETE BUS STOP LAYOUT
SCALE: 1"=10'
MEDIAN NOSE PLAN VIEW
N.T.S.
SECTION A-A
N.T.S.
BID SET
BID SET
BID SET
PEDESTRIAN RAMP LAYOUT DETAILS
BID SET
PEDESTRIAN RAMP LAYOUT DETAILS PEDESTRIAN RAMP 'C' GRADING DETAIL
PEDESTRIAN RAMP 'D' GRADING DETAIL
NOTE:
SEE THE INTERSECTION GRADING PLAN ON SHT 27 AND 28 FOR
GRADING DETAILS FOR RAMPS A,B,E, AND F.
BID SET
WOODWARD
LINCOLN CAMPUS
CACHE LA POUDRE RIVER
S
D
S
S
S
S
D D
D
H2O H2O
W
H2O
H2WO
PROPERTY LINE / R.O.W.
EAST LINCOLN AVENUE
SEED MIX A, TYP.
EXISTING TREES
TO REMAIN AND
BE PROTECTED
DECIDUOUS
SHADE TREE
EVERGREEN TREE
ORNAMENTAL
TREE
DECIDUOUS
SHRUBS
PERENNIALS
ORNAMENTAL
GRASSES
EVERGREEN
SHRUBS
SOD
WOOD (ORGANIC)
MULCH (SEE PLAN)
INORGANIC
(COBBLE) MULCH
SEED MIX A
TYPE A
1/3 TON BOULDER
TYPE B
1/2 TON BOULDER
TYPE C
1 TON BOULDER
Sheet Date:
Sheet Number:
Drawing Name:
Drawn by:
Designed by:
Revisions
1603 Oakridge Drive
Fort Collins, CO 80525
(970) 223-7577
fax (970) 223-1827
Landscape Architecture
Urban Design
Graphic Design
Checked by:
NORTH
WOODWARD
LINCOLN CAMPUS
CACHE LA POUDRE RIVER
S
D
S
S
S
S
S
Y
H2O
Y
WW
Y
EAST LINCOLN AVENUE
PROPERTY LINE / R.O.W.
SEED MIX A, TYP.
EXISTING TREES
TO REMAIN AND
BE PROTECTED
DECIDUOUS
SHADE TREE
EVERGREEN TREE
ORNAMENTAL
TREE
DECIDUOUS
SHRUBS
PERENNIALS
ORNAMENTAL
GRASSES
EVERGREEN
SHRUBS
SOD
WOOD (ORGANIC)
MULCH (SEE PLAN)
INORGANIC
(COBBLE) MULCH
SEED MIX A
TYPE A
1/3 TON BOULDER
TYPE B
1/2 TON BOULDER
TYPE C
1 TON BOULDER
Sheet Date:
Sheet Number:
Drawing Name:
Drawn by:
Designed by:
Revisions
1603 Oakridge Drive
Fort Collins, CO 80525
(970) 223-7577
fax (970) 223-1827
Landscape Architecture
Urban Design
Graphic Design
Checked by:
NORTH
WOODWARD
LINCOLN CAMPUS
CACHE LA POUDRE RIVER
S
D
D
D
W
W
PROPERTY LINE / R.O.W. Y
BUS STOP
EAST LINCOLN AVENUE
NORTH LEMAY AVENUE
SEED MIX A, TYP.
EXISTING TREES
TO REMAIN AND
BE PROTECTED
DECIDUOUS
SHADE TREE
EVERGREEN TREE
ORNAMENTAL
TREE
DECIDUOUS
SHRUBS
PERENNIALS
ORNAMENTAL
GRASSES
EVERGREEN
SHRUBS
SOD
WOOD (ORGANIC)
MULCH (SEE PLAN)
INORGANIC
(COBBLE) MULCH
SEED MIX A
TYPE A
1/3 TON BOULDER
TYPE B
1/2 TON BOULDER
TYPE C
1 TON BOULDER
Sheet Date:
Sheet Number:
Drawing Name:
Drawn by:
Designed by:
Revisions
1603 Oakridge Drive
Fort Collins, CO 80525
(970) 223-7577
fax (970) 223-1827
Landscape Architecture
Urban Design
Graphic Design
Checked by:
NORTH
0
SCALE:
Project Number:
Project:
WOODWARD
LINCOLN CAMPUS
CACHE LA POUDRE RIVER
S
D
S
S
S
H2O
H2O
65' POWER LINE ESMT
65' POWER LINE ESMT
5 PR SU
1 PY KS
5 PY KS
5 PR SU
3 AC GI
3 AC GI
3 PY KS
3 QU BU
5 PI MV
5 PH OP
3 CA CL
3 CA CL
9 DI CC
7 PA VI
3 PI GL
6 AR FR
3 PI GL
7 PA VI
3 AM RE
3 SY AL
3 JU GG
2 AR CA
3 AR CA
3 AR CA
9 BO GR
10 FE GL
3 CH NA
5 AM CA
5 AR FR
11 GA CG
5 PR BE
3 PH OP
3 AM RE
5 EP EQ
5 PI CO
5 JU BS
7 AG CR
5 AR FR
5 AC MO
16 SC SC
7 SC SC
5 RO NW
5 CO MB
5 RO NW
7 FE GL
3 SY AL
7 PE ST
6 RI AU
WOODWARD
LINCOLN CAMPUS
CACHE LA POUDRE RIVER
S
D
S
S
Y
H2O
SOUTH LEMAY AVENUE
65' POWER LINE ESMT
65' POWER LINE ESMT
BUS STOP
10 FE GL
4 RO NW
5 FA PA
5 PI MU
5 FA PA
5 PI GL
7 FE GL
5 RH GL
4 CA SP
5 AC GI
3 AC GI 3 PY KS
5 PR PB
5 RO NW
3 PY KS 11 SP HE
2 PY KS
5 AG SS
3 YU GL
5 JU BS
5 CO MB
5 PE PI
9 FE GL
3 PR BE
9 FE GL
8 LA HI
3 AR FR
3 PI MV
3 AR CA
3 PH OP
5 PE PI
14 BO GR
5 AC MO
3 PI MV
9 LA HI
5 LI PE
12 PE AL
5 AR CA
5 NE LT
5 PE ST
8 GA CG
8 FE GL
3 PI NS
3 CH NA
5 CA CL
3 AC MO
3 PR BE 6 PA VI
3 PI GL
3 JU CC
WOODWARD
LINCOLN CAMPUS
CACHE LA POUDRE RIVER
S
D
S
S
D
D
H2O
H2O
W
Y
SOUTH LEMAY AVENUE
65' POWER LINE ESMT
65' POWER LINE ESMT
4 PR PB
22 BO GR
5 CA CL 3 PI GL
5 CA SP
1 CA SP
5 CA OV
15 PE AL
3 RH TR
5 RO NW
2 PI GL
5 FE GL
7 AC MO
5 PH OP
9 BO GR
5 PO YG
4 JU CC
7 OE CA
5 NE LT
3 JU CC
15 FE GL
6 RH AR
5 SY AL
5 AG SS
3 AC MO
3 VE CR
5 AC MO
5 VE CR
3 YU GL
3 AR FR 3 AR FR
3 YU GL
5 PI MU
3 PI TA
7 AG SS
3 YU GL
5 GA CG
3 CA CL
9 SC SC
5 PR BE
7 SE AJ
6 PO YG
6 GE HI
3 PO YG
3 PH OP
3 CH NA
VARIES
FROM
18"-36"
ABOVE TOP
OF CURB,
SEE PLANS
PLACE SANDSTONE BOULDERS ON COMPACTED SOIL (NON-TOPSOIL)
'RIDGE'
AMENDED NATIVE TOPSOIL COMPACTED TO MINIMIZE SETTLEMENT
PLACED IN REMAINING AREAS NOT FILLED WITH COMPACTED 'RIDGE' SOIL
WOOD MULCH OR RIVER COBBLE, RE: LANDSCAPE PLANS
SPLASH BLOCK, RE: CIVIL
STRUCTURAL BACKFILL (CLASS 1) 'RIDGE' TO ACCOMMODATE
SANDSTONE BOULDER PLACEMENT, RE: LANDSCAPE PLAN
UNDISTURBED NATIVE SUBGRADE
RE: CIVIL PLANS FOR EXCAVATION
DEPTH AND DETAILS
EXISTING ROADWAY
MEDIAN AREA VARIES, SEE
LANDSCAPE PLANS
TREE AND SHRUB PLANTING,
RE: LANDSCAPE PLANS
SUBSEQUENT
SANDSTONE BOULDER,
BEYOND
IRRIGATION MAINLINE - SEE IRRIGATION
PLANS
24"
12-18"
6" MIN.
7:1 SLOPE MAX
7:1 SLOPE MAX
ORGANIC MULCH, RE: SPECS.
3"d. MIN. ORGANIC MULCH, RE: SPECS. IN
PERENNIAL AND SHRUB AREAS PLACED
WITHIN STONE MULCHES
MEDIAN CURB
8" - 12" COBBLE
3" to 6" COBBLE
PLANT MATERIAL, TYP.
NOTES:
1. OBTAIN COBBLE MATERIALS FROM SAME SOURCE AND MAINTAIN HIGH DEGREE OF CONSISTENCY IN WORKMANSHIP THROUGHOUT THE
PROJECT.
2. REFER TO LANDSCAPE PLANS FOR GENERAL MULCH TYPE LAYOUTS AND PATTERN.
3. SUBMIT SAMPLES OF EACH TYPE, COLOR AND SIZE OF MULCH INDICATED AND WEED BARRIER FOR REVIEW AND APPROVAL BY OWNER'S
REPRESENTATIVE PRIOR TO INSTALLING ANY MATERIAL ONSITE.
4. MEANDER COBBLE EDGES THAT DEFINE TRANSITION BETWEEN COBBLE AND ORGANIC MULCH ALONG STEEL EDGER WITH BANDS OF LARGER
COBBLE. MAINTAIN 8-12" COBBLE TOWARDS CENTER OF MEDIAN AND AWAY FROM CURB.
5. CONTRACTOR TO LAYOUT A 100 SQ.FT. SECTION OF COBBLE/ORGANIC MULCH BED AND TAKE/EMAIL PHOTOGRAPH FOR APPROVAL BY
OWNER'S REPRESENTATIVE PRIOR TO PLACING REMAINING MULCHES. UPON APPROVAL, RETAIN SAMPLE/MOCK UP FOR COMPARISON WITH
MATERIALS/LAYOUT USED IN REMAINING WORK. ACCEPTED FIELD SAMPLE MAY REMAIN AS PART OF WORK, HOWEVER, IT CAN BE REMOVED
WHEN NO LONGER REQUIRED FOR COMPARISON WITH FINISHED WORK.
6. RIVER ROCK COBBLE TO BE TAN IN COLOR. CONTRACTOR TO SUBMIT SAMPLE(S) OF RIVER ROCK COBBLE IN EACH SIZE, PRIOR TO PLACING
ROCK.
7. PLACE WEED BARRIER BENEATH COBBLE MULCH ONLY.
8. OVERALL MEDIAN COBBLE MIX SHALL CONSIST OF: (SEE SPECS)
50% - 1.5" to 4" COBBLE WITH GROUPINGS OF 30% - 3" to 6" COBBLE AND 20% - 8" to 12" OR LARGER COBBLE, HAND PLACED AS ACCENTS
FOR VISUAL INTEREST AND TO SEPARATE ABUTTING ORGANIC AND SMALLER COBBLE MULCHES.
9. LARGER STONE SHALL BE PLACED FIRST, TO BE EMBEDDED, MINGLED AND SETTLED WITH THE SMALLER COBBLE, RATHER THAN LOOSELY DUMPED.
10.WOOD (ORGANIC) MULCH: WILL BE SUPPLIED BY THE CITY OF FORT COLLINS FORESTRY DIVISION. RE: SPECIAL PROVISIONS SECTION 213 FOR
CITY NOTIFICATIONS, MATERIAL PICKUP , ETC,
1.5" - 4" COBBLE
STEEL EDGING, RE: SPECS.
6" RADIUS AROUND PERENNIALS
AND ORNAMENTAL GRASSES TO
BE MULCHED USING WOOD
MULCH TO ALLOW FOR PLANT
GROWTH
6"
RADIUS
MULCH PER PLAN
NOTES:
1. BOULDERS SHALL BE SIZED AS PER PLANS AND SPECIFICATIONS.
2. SHARP EDGES ALONG TOP SURFACE/TOP EDGES OF BOULDER SHALL
BE KNOCKED OFF WITH A HAMMER FOR SAFETY, TYP.
3. VERTICAL JOINTS BETWEEN BOULDERS SHALL NOT EXCEED 1/2", TYP.
BOULDER, SEE PLAN FOR TYPE. TOP OF BOULDER SHALL BE INSTALLED LEVEL
2/3
ABOVE
BURY BOULDERS GRADE
APPX.1/3 OF HEIGHT
EXISTING CONCRETE SIDEWALK
COMPACT SUBGRADE TO 95% S.P.D. OR BETTER, TO HELP PREVENT BOULDER
SETTLEMENT OVER TIME
INORGANIC MULCH, RE: LANDSCAPE PLANS
PLANTING MIX
WOOD (ORGANIC) MULCH
ADJACENT BOULDER (BEHIND/BEYOND)
PLANT MATERIALS, RE: LANDSCAPE PLAN
SLOPE TO DRAIN
MULCH PER PLAN
SPECIFIED BACKFILL MATERIAL,
WATER AND TAMP TO REMOVE
AIR POCKETS
CONSTRUCT WATERING RING
AROUND SHRUB AT EDGE OF
PLANTING PIT TO CONTAIN
WATER TO A DEPTH OF 2"
2X ROOTBALL DIAMETER
SCARIFY SIDES AND BOTTOM
PROVIDE FERTILIZER PACKETS
PLANT ROOT BALL SLIGHTLY
ABOVE GRADE
INSTALL CEDAR WOOD MULCH RING
TO EXTENTS OF AROUND BASE TO
A DEPTH OF 4".
2 TIMES ROOTBALL DIA.
GENERAL TREE PLANTING NOTES
1. PRUNE ONLY CROSSOVER LIMBS, CO-DOMINANT LEADERS, AND BROKEN OR DEAD
BRANCHES. SOME INTERIOR TWIGS AND LATERAL BRANCHES MAY BE PRUNED; HOWEVER,
DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE
CROWN.
2. MARK NORTH SIDE OF THE TREE IN THE NURSERY AND ROTATE TREE TO FACE NORTH AT THE
SITE WHENEVER POSSIBLE. TREES WHOSE NORTH ORIENTATION IS NOT CHANGED FROM
THE NURSERY DO NOT NEED TO BE WRAPPED, EXCEPT TREES WITH VERY THIN BARK.
3. EACH TREE SHALL BE PLANTED SUCH THAT THE TRUNK FLARE IS VISIBLE AT THE TOP OF THE
ROOT BALL. DO NOT COVER THE TOP OF THE ROOT BALL WITH SOIL.
4. SET TOP OF ROOT BALL FLUSH WITH GRADE OR 1"-2" HIGHER IN SLOWLY DRAINING SOILS.
5. DO NOT PLACE MULCH IN CONTACT WITH TREE TRUNK.
6. PLACE SPECIFIED MULCH IN TREE PLANTING RINGS TO THE DEPTH SPECIFIED, UNLESS
OTHERWISE INICATED.
7. IN SEEDED AREAS, HOLD SEED BACK TO A MINIMUM 36" DIA. CIRCLE. FORM A 4" HIGH
EARTH SAUCER BEYOND EDGE OF ROOT BALL. MULCH PLANTING PIT.
8. STAKE DECIDUOUS AND CONIFEROUS TREES.
9. TREE STAKES TO BE DRIVEN OUTSIDE OF ROOT BALL.
1" WIDE FABRIC WEBBING WITH GROMMETS &
GALVANIZED WIRE OR CABLE, TWIST WIRE TO TIGHTEN.
BREATHABLE PAPER OF FABRIC TREE WRAP APPLIED
FROM TRUNK FLARE TO FIRST BRANCH. WRAP PAPER
FROM BOTTOM UP WITH SUFFICIENT OVERLAP TO
COVER BARK. USE MASKING TAPE TO SECURE.
METAL 'T' STAKE WITH PROTECTIVE CAP. ADJUST TREE
STAKE SO THAT TOP IS LEVEL WITH, OR JUST BELOW,
FIRST BRANCHES.
INSTALL 3' DIA. CEDAR WOOD MULCH RING AROUND
BASE TO A DEPTH OF 4".
TREES PLANTED IN SOD SHALL BE PLACED INSIDE A 36"
DIA. ROLL TOP STEEL EDGING CIRCLE WITH WOOD
MULCH, TREES PLANTED IN PLANTING AREAS SHALL HAVE
A 36" DIA. CIRCLE WITH WOOD MULCH, NO EDGER
BACKFILL MATERIAL
REMOVE TWINE, ROPE, WIRE, AND BURLAP FROM
ENTIRE ROOT BALL.
TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH
FOOT PRESSURE SO THAT ROOT BALL DOES NOT SHIFT
UNEXCAVATED OR COMPACTED MOUND UNDER THE
ROOT BALL TO PREVENT SETTLING.
0$;
0,1
GENERAL NOTES
1. OVER EXCAVATE PLANTING PIT TO 2 TIMES THE
DIAMETER OF THE ROOT BALL.
2. NYLON WEBBING SHALL NOT TOUCH OR RUB
ADJACENT BRANCHES.
3. INSTALL 3 GUY WIRES PER TREE, SPACE EVENLY
AROUND TREE.
4. REMOVE STAKING AT AFTER FIRST GROWING
SEASON.
PLANT TREE 2"-3" HIGHER THAN
SURROUNDING SOIL AND TAPER MOUND
BACK INTO EXISTING GRADE
PLASTIC FLAGGING, OR OTHER VISUAL
MARKER ON EACH WIRE
NYLON WEBBING GUY WIRES. ATTACH
MIN. OF 4' ABOVE FINISH GRADE
TREES NOT WITHIN IRRIGATED TURF SHALL HAVE
A SOIL SAUCER WITH TOP SOIL (6" MIN.)
METAL DRIVE ANCHORS, INSTALLED PER
MANUFACTURERS DIRECTIONS
INSTALL 3' DIA. CEDAR WOOD MULCH RING
AROUND BASE TO A DEPTH OF 4".
INSTALL SPECIFIED BACKFILL
REMOVE MIN. 2/3 OF WIRE BASKET. PILL BACK
ALL BURLAP AND CUT ALL STRINGS.
Sheet Date:
Sheet Number:
Drawing Name:
Drawn by:
Designed by:
Revisions
1603 Oakridge Drive
Fort Collins, CO 80525
(970) 223-7577
fax (970) 223-1827
Landscape Architecture
Urban Design
Graphic Design
Checked by:
NORTH
0
SCALE:
Project Number:
Project:
Client:
SOUTH LEMAY AVENUE IMPROVEMENTS
CITY OF FORT COLLINS
LANDSCAPE DETAILS
07.16.2014
L4
AM
AV
SCALE:
1 MEDIAN N.LANDSCAPE T.S BOULDERS SCALE:
2 MEDIAN N.& T.S PARKWAY MULCHING ENLARGEMENT
SCALE:
3 PARKWAY N.T.LANDSCAPE S BOULDERS
SCALE:
4 ORNAMENTAL N.T.S GRASS & PERENNIAL PLANTING SCALE:
5 SHRUB PLANTING N.T.S SCALE:
6 DECIDUOUS N.T.S TREE PLANTING SCALE:
7 CONIFEROUS N.T.S TREE PLANTING
BID SET
5 JU BS
8 BO GR
5 NE LT
3 JU EF
3 VE CR
6 RH AR
3 SY AL
3 SY AL
3 CH NA
3 PE ST
3 YU GL
3 PI GL
3 CA CL
8 PE AL 5 GE HI
3 VE CR
3 NE LT
3 CO MB
7 LA HI
6 CO MB
3 CA CL
7 AG SS
11 BO GR
5 AG SS
3 PI SD
3 YU GL
7 PE PI
17 PE AL
5 CO MB
5 LA HI
2 AG SS
SOD, TYP.
3 CH NA
3 AR FR
5 GA CG
TYPE A
TYPE B
TYPE A
TYPE A
TYPE B
TYPE A
(2)TYPE A
TYPE B
TYPE A
(2)TYPE B
(3)TYPE C
(2)TYPE B
(3)TYPE C
TYPE A
TYPE A
(2)TYPE B
(2)TYPE C
TYPE A
BID ALTERNATE 1 -
PARKWAY PLANTING NORTH OF MAGNOLIA
(2)TYPE A
TYPE B TYPE A
TYPE A (2)TYPE B TYPE C
3 YU GL
EXISTING TREES
TO REMAIN AND
BE PROTECTED
DECIDUOUS
SHADE TREE
EVERGREEN TREE
ORNAMENTAL
TREE
DECIDUOUS
SHRUBS
PERENNIALS
ORNAMENTAL
GRASSES
EVERGREEN
SHRUBS
SOD
WOOD (ORGANIC)
MULCH (SEE PLAN)
INORGANIC
(COBBLE) MULCH
SEED MIX A
TYPE A
1/3 TON BOULDER
TYPE B
1/2 TON BOULDER
TYPE C
1 TON BOULDER
Sheet Date:
Sheet Number:
Drawing Name:
Drawn by:
Designed by:
Revisions
1603 Oakridge Drive
Fort Collins, CO 80525
(970) 223-7577
fax (970) 223-1827
Landscape Architecture
Urban Design
Graphic Design
Checked by:
NORTH
0
SCALE:
Project Number:
Project:
Client:
SOUTH LEMAY AVENUE IMPROVEMENTS
CITY OF FORT COLLINS
LANDSCAPE PLAN
07.16.2014
L3
1"=30'
15' 30' 60'
AM
AV
LEGEND KEY MAP
LANDSCAPE PLAN
MATCHLINE - SEE SHEET L2
EAST LINCOLN AVENUE
SOUTH LEMAY AVENUE
L1 L2
L3
BID SET
5 CH NA
3 VE CR
9 PA VI
5 JU BS
3 SY OR
3 AR CA
13 PE AL
3 VE CR
3 AM RE
5 PE AL
7 DI CC
5 AR CA
5 PI SD
5 AR CA
8 BO GR
5 PH OP
4 CA CL
8 DI CC
8 DI CC
5 PI MV 9 BO GR
3 CH NA
3 CH NA
5 AR FR
3 AR FR
13 PE AL
7 OE CA
7 SE AJ
1 RH TR
1 JU CC
3 CH NA
5 AR FR
9 DI CC
5 CA CL
7 PE AL
7 PE AL
18 DI CC
5 CH NA
3 PI MV
10 LI PE
9 PE AL
5 PR BE
10 BO GR
1 MA RA
SOD, TYP.
SEED MIX A
BID ALTERNATE 1 - PARKWAY PLANTING NORTH OF MAGNOLIA
TYPE A
TYPE B
TYPE A
TYPE B
TYPE A
TYPE A
TYPE B
(2)TYPE B
TYPE C
(2)TYPE B
(2)TYPE C
TYPE A
TYPE A
TYPE A (2)TYPE A TYPE B TYPE A TYPE B
TYPE B TYPE A
EXISTING TREES
TO REMAIN AND
BE PROTECTED
DECIDUOUS
SHADE TREE
EVERGREEN TREE
ORNAMENTAL
TREE
DECIDUOUS
SHRUBS
PERENNIALS
ORNAMENTAL
GRASSES
EVERGREEN
SHRUBS
SOD
WOOD (ORGANIC)
MULCH (SEE PLAN)
INORGANIC
(COBBLE) MULCH
SEED MIX A
TYPE A
1/3 TON BOULDER
TYPE B
1/2 TON BOULDER
TYPE C
1 TON BOULDER
Sheet Date:
Sheet Number:
Drawing Name:
Drawn by:
Designed by:
Revisions
1603 Oakridge Drive
Fort Collins, CO 80525
(970) 223-7577
fax (970) 223-1827
Landscape Architecture
Urban Design
Graphic Design
Checked by:
NORTH
0
SCALE:
Project Number:
Project:
Client:
SOUTH LEMAY AVENUE IMPROVEMENTS
CITY OF FORT COLLINS
LANDSCAPE PLAN
07.16.2014
L2
1"=30'
15' 30' 60'
AM
AV
LEGEND KEY MAP
MATCHLINE - SEE SHEET L3
LANDSCAPE PLAN
MATCHLINE - SEE SHEET L1
EAST LINCOLN AVENUE
SOUTH LEMAY AVENUE
L1 L2
L3
1. THE FOLLOWING SEPARATIONS SHALL BE PROVIDED BETWEEN TREES/SHRUBS AND
UTILITIES:
1.1. 40 FEET BETWEEN CANOPY TREES AND STREET LIGHTS
1.2. 15 FEET BETWEEN ORNAMENTAL TREES AND STREETLIGHTS
1.3. 10 FEET BETWEEN TREES AND PUBLIC WATER AND SANITARY AND STORM SEWER
LINES
1.4. 6 FEET BETWEEN TREES AND WATER AND SANITARY SERVICE LINES
1.5. 4 FEET BETWEEN TREES AND GAS LINES
1.6. 4 FEET BETWEEN SHRUBS AND PUBLIC WATER AND SANITARY AND STORM SEWER
LINES
2. FIELD LOCATE UTILITIES PRIOR TO PLANTING.
3. TO THE MAXIMUM EXTENT FEASIBLE, TOPSOIL THAT IS REMOVED DURING
CONSTRUCTION ACTIVITY SHALL BE CONSERVED FOR LATER USE ON AREAS
REQUIRING REVEGETATION AND LANDSCAPING.
4. THE WEST PARKWAY NORTH OF MAGNOLIA PLANTING WILL BE COMPLETED WITH A
FUTURE PHASE.
PLANT NOTES
1. WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE THERE SHALL BE NO CUT OR FILL OVER
A FOUR-INCH DEPTH UNLESS A QUALIFIED ARBORIST OR FORESTER HAS EVALUATED AND
APPROVED THE DISTURBANCE.
2. ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THE CITY OF FORT COLLINS TREE
MANAGEMENT STANDARDS FOR THINNING AND CLEANING.
3. PRIOR AND DURING CONSTRUCTION, BARRIERS SHALL BE ERECTED AROUND ALL PROTECTED
EXISTING TREES WITH SUCH BARRIERS TO BE OF ORANGE FENCING A MINIMUM OF FOUR (4)
FEET IN HEIGHT, SECURED WITH METAL T-POSTS, NO CLOSER THAN SIX (6) FEET FROM THE
TRUNK OR AT THE DRIP LINE, WHICH EVER IS GREATER, THERE SHALL BE NO STORAGE OR
MOVEMENT OF EQUIPMENT, MATERIAL, DEBRIS OR FILL WITHIN THE FENCED TREE PROTECTION
ZONE. MODIFICATION OF PROTECTIVE FENCE LOCATIONS TO ACCOMMODATE
CONSTRUCTION SHALL BE APPROVED BY THE CITY FORESTER PRIOR TO MOVING OR ERECTING A
PROTECTIVE FENCE. WHERE THE DRIP LINE OF TREES TOUCH OR OVERLAP, PLACE FENCE
AROUND GROUPS OF TREES.
4. DURING CONSTRUCTION THERE SHALL BE NO CLEANING OF EQUIPMENT OR MATERIALS OR THE
STORAGE AND DISPOSAL OF WASTE MATERIAL SUCH AS PAINTS, OILS, SOLVENTS, ASPHALT,
CONCRETE, MOTOR OIL OR ANY OTHER MATERIAL HARMFUL TO THE LIFE OF A TREE WITHIN THE
DRIP LINE OF ANY PROTECTED TREE OR GROUP OF TREES.
5. NO DAMAGING ATTACHMENTS, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY
PROTECTED TREE.
TREE PROTECTION NOTES
6. THE INSTALLATION OF UTILITIES, IRRIGATION
LINES OR ANY UNDERGROUND FIXTURE
REQUIRING EXCAVATION DEEPER THAN SIX (6)
INCHES SHALL BE ACCOMPLISHED BY BORING
UNDER THE ROOT SYSTEM OF PROTECTED
EXISTING TREES AT A MINIMUM DEPTH OF
TWENTY-FOUR (24) INCHES. THE AUGER
DISTANCE IS ESTABLISHED FROM THE FACE OF
THE TREE (OUTER BARK) AND IS SCALED FROM
THE TREE DIAMETER AT BREAST HEIGHT AS
DESCRIBED IN THE TREE PROTECTION CHART
OF THE FORT COLLINS LAND USE CODE
SECTION 3.2.1.
7. CONSTRUCTION SHALL BE PERFORMED IN A MANNER TO NOT DAMAGE ANY EXISTING TREE.
CLEARANCE PRUNING OF ANY TREE ON SITE SHALL ONLY BE BY A FORT COLLINS LICENSED
ARBORIST FOLLOWING CITY OF FORT COLLINS TREE MANAGEMENT STANDARDS UNDER THE
DIRECTION OF AN INTERNATIONAL SOCIETY OF ARBORICULTURE CERTIFIED ARBORIST .
8. EQUIPMENT ACCESS/DRIVES SHALL BE POSITIONED TO MINIMIZE TRAVEL OVER THE ROOT SYSTEM
OF ANY EXISTING TREE. EQUIPMENT DRIVE LOCATIONS OVER THE ROOT SYSTEM OF ANY
SIGNIFICANT TREE SHALL BE APPROVED BY THE CITY FORESTER WITH REQUIREMENTS TO PROTECT
THE SOIL FROM BEING COMPACTED.
9. LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATED FROM CONSTRUCTION
OR LAND CLEARING AREAS, ROAD RIGHTS-OF-WAY AND UTILITY EASEMENTS MAY BE "RIBBONED
OFF," RATHER THAN ERECTING PROTECTIVE FENCING AROUND EACH TREE AS REQUIRED IN
SUBSECTION (G)(#) ABOVE. THIS MAY BE ACCOMPLISHED BY PLACING METAL T-POST STAKES A
MAXIMUM OF FIFTY (50) FEET APART AND TYING RIBBON OR ROPE FROM STAKE-TO-STAKE
ALONG THE OUTSIDE PERIMETERS OF SUCH AREAS BEING CLEARED.
BID SET
3 RH GL
3 SY AL
5 RH GL
3 RI AU 5 GE VI
9 PE ST
5 GE VI
3 SY AL
5 PI MU
5 GE VI
9 PE ST
3 AM CA
7 PE PI
3 JU EF
5 RH GL
9 GA CG
9 GA CG
3 SY OR 3 VE CR
3 SY OR
3 AM RE
5 SP HE
5 SE AJ
3 PI GL
6 BO GR
5 CO MB
3 VE CR
6 PE PI
5 YU GL
5 AM CO
7 AG SS
5 BO GR
5 LA HI
5 LA HI
3 VE CR
5 CO MB
3 JU BS
6 PE PI
5 PE AL
5 AG CR
5 YU GL
5 AC MO
5 PE AL
6 PE PI
3 VE CR
3 YU GL
3 YU GL
11 BO GR
3 JU BS
5 AC MO
3 CO MB
5 NE LT
3 AG SS
7 PE AL
5 LI PE
SEED MIX A
SEED MIX A
STEEL EDGER
TYPE B
TYPE A
TYPE A TYPE A
TYPE B TYPE A
TYPE A
TYPE B
TYPE B
TYPE A
(3) TYPE C
(2) TYPE B
3 PI NS
TYPE A
TYPE A
TYPE B
TYPE B TYPE A
TYPE B
(2)TYPE B
TYPE C
TYPE A
EXISTING TREES
TO REMAIN AND
BE PROTECTED
DECIDUOUS
SHADE TREE
EVERGREEN TREE
ORNAMENTAL
TREE
DECIDUOUS
SHRUBS
PERENNIALS
ORNAMENTAL
GRASSES
EVERGREEN
SHRUBS
SOD
WOOD (ORGANIC)
MULCH (SEE PLAN)
INORGANIC
(COBBLE) MULCH
SEED MIX A
TYPE A
1/3 TON BOULDER
TYPE B
1/2 TON BOULDER
TYPE C
1 TON BOULDER Sheet Date:
Sheet Number:
Drawing Name:
Drawn by:
Designed by:
Revisions
1603 Oakridge Drive
Fort Collins, CO 80525
(970) 223-7577
fax (970) 223-1827
Landscape Architecture
Urban Design
Graphic Design
Checked by:
NORTH
0
SCALE:
Project Number:
Project:
Client:
SOUTH LEMAY AVENUE IMPROVEMENTS
CITY OF FORT COLLINS
LANDSCAPE PLAN
07.16.2014
L1
1"=30'
15' 30' 60'
AM
AV
KEY MAP
Deciduous Trees
Symbol Botanical Name Common Name Size Root
Quantity
Base Bid
Quantity
Bid Alt 1
CA SP Catalpa speciosa Northern Catalpa 2" Cal. BB 10
QU BU Quercus buckleyii Texas Red Oak 2" Cal. BB 3
REPRESENTATIVE PLANT LIST
Ornamental Trees
Symbol Botanical Name Common Name Size Root Quantity Phase 2
* AC GI Acer ginnala 'Bailey Compact' Dwarf Amur Maple 1.5" Cal. BB 6 8
MA RA Malus 'Radient' Radiant Crabapple 1.5" Cal. BB 2
* PR SU Prunus x salicina 'Superior' Superior Plum 1.5" Cal. BB 10
* PY KS Pyrus fauriei Korean Sun Korean Wild Pear 1.5" Cal. BB 14 3
Deciduous Shrubs
Symbol Botanical Name Common Name Size Root Quantity Phase 2
AM RE Amelanchier alnifolia 'Regent' Regent Serviceberry 4' BB 12
AM CA Amorpha canescens Leadplant 5 Gal. Cont. 8
AR CA Artemisia cana Silver Sagebrush 5 Gal. Cont. 29
CA CL Caryopteris x clandonensis 'Blue Mist' Blue Mist Spirea 5 Gal. Cont. 29 5
CH NA Chrysothamnus nauseosus nauseosus Dwarf Blue Rabbitbrush 5 Gal. Cont. 34
EP EQ Ephedra equisetina Bluestem Joint Fir 5 Gal. Cont. 5
FA PA Fallugia paradoxa Apache Plume 5 Gal. Cont. 10
PH OP Physocarpus opulifolius 'Little Devil' Little Devil Ninebark 5 Gal. Cont. 24
PO YG Potentilla fruticosa 'Yellow Gem' Yellow Gem Potentilla 5 Gal. Cont. 19
PR BE Prunus besseyi Western Sandcherry 5 Gal. Cont. 21
PR PB Prunus besseyi 'Pawnee Buttes' Pawnee Buttes Sandcherry 5 Gal. Cont. 9
RH AR Rhus aromatica 'Grow Low' Fragrant Dwarf Sumac 5 Gal. Cont. 12
RH GL Rhus glabra cismontana Rocky Mountain Sumac 5 Gal. Cont. 13 5
RH TR Rhus trilobata 'Autumn Amber' Creeping Threeleaf Sumac 5 Gal. Cont. 4 3
RI AU Ribes aureum Yellow Flowering Currant 5 Gal. Cont. 9
RO NW Rosa 'Nearly Wild' Nearly Wild Rose 5 Gal. Cont. 10 14
SY AL Symphoricarpos albus White Snowberry 5 Gal. Cont. 23
SY OR Symphoricarpos oreoplilus Mountain Snowberry 5 Gal. Cont. 9
YU GL Yucca glauca Soapweed 5 Gal. Cont. 37
Evergreen Shrubs
Symbol Botanical Name Common Name Size Root Quantity Phase 2
JU EF Juniperus communis 'Effusa' Effusa Common Juniper 5 Gal. Cont. 9
JU CC Juniperus sabina 'Calgary Carpet' Calgary Carpet Juniper 5 Gal. Cont. 11
JU GG Juniperus scopulorum 'Gray Gleam' Gray Gleam Juniper 7 Gal. Cont. 3
JU BS Juniperus squamata 'Blue Star' Blue Star Juniper 5 Gal. Cont. 26
PI CO Picea gluaca 'Conica' Dwarf Alberta Spruce 5 Gal. Cont. 5
PI NS Picea glauca 'North Star' Compact White Spruce 10 Gal. Cont. 6
PI GL Picea pungens 'Globe' Dwarf Globe Green Spruce 5 Gal. Cont. 17 8
PI MV Picea pungens 'Mesa Verde' Mesa Verde Spruce 5 Gal. Cont. 19
PI SD Picea pungens 'Sester Dwarf' Dwarf Blue Spuce 10 Gal. Cont. 8
PI MU Pinus mugo 'Mops' Miniature Mugo Pine 5 Gal. Cont. 10 5
PI TA Pinus mugo 'Tannenbaum' Tannenbaum Mugo Pine 15 Gal. Cont. 3
Ornamental Grasses
Symbol Botanical Name Common Name Size Root
Quantity
Base Bid
Quantity
Bid Alt 1
BO GR Boutela gracilis 'Bonde Ambition' Blonde Ambition Grama Grass 1 Gal. Cont. 100 22
CA OV Calamagrostis acutiflora 'Overdam' Variegated Feather Reed Grass 1 Gal. Cont. 5
FE GL Festuca glauca 'Boulder Blue' Boulder Blue Fescue 1 Gal. Cont. 63 17
PA VI Panicum virgatum 'Shenandoah' Red Switch Grass 1 Gal. Cont. 29
PE AL Pennisetum alopecuroides 'Hameln' Dwarf Fountain Grass 1 Gal. Cont. 108 15
SC SC Schizachyrium scoparium 'Prairie Blues' Prairie Blues Little Bluestem 1 Gal. Cont. 32
SP HE Sporobolus heterolepis Prairie Dropseed Grass 1 Gal. Cont. 5 11
Perennials
Symbol Botanical Name Common Name Size Root Quantity Phase 2
AC MO Achillea 'Moonshine' Moonshine Yarrow 1 Gal. Cont. 38
AG CR Agastache 'Coronado Red' Coronado Red Hyssop 1 Gal. Cont. 12
AG SS Agastache cana Sonoran Sunset Sonoran sunset Hyssop 1 Gal. Cont. 41
AR FR Artemisia frigida Fringed Sage 1 Gal. Cont. 41
CO MB Coreopsis verticillata 'Moonbeam' Moonbeam Coreopsis 1 Gal. Cont. 37
DI CC Diascia integerrima Coral Canyon Coral Canyon twinspur 1 Gal. Cont. 59
GA CG Gazania linearis Colorado Gold Hardy Gazania 1 Gal. Cont. 47
GE HI Geranium himalayense 'Plenum' Birch Double Cranesbill 1 Gal. Cont. 19
GE VI Geranium viscosissimum Sticky Geranium 1 Gal. Cont. 10
LA HI Lavandula angustifolia 'Hidcote' Deep Blue Lavender 1 Gal. Cont. 39
LI PE Linum perenne Blue Flax 1 Gal. Cont. 20
NE LT Nepeta 'Little Trudy' Little Trudy Catmint 1 Gal. Cont. 23
OE CA Oenothera caespitosa marginata White Evening Primrose 1 Gal. Cont. 14
PE PI Penstemon pinifolius Pineleaf Penstemon 1 Gal. Cont. 42
PE ST Penstemon strictus Rocky Mountain Penstemon 1 Gal. Cont. 33
SE AJ Sedum 'Autumn Joy' Stonecrop 1 Gal. Cont. 19
VE CR Veronica reavis Crystal River Crystal River Veronica 1 Gal. Cont. 32
LEGEND
MATCHLINE - SEE SHEET L2
LANDSCAPE PLAN
EAST LINCOLN AVENUE
SOUTH LEMAY AVENUE
* DENOTES TREES WITH 15' MAXIMUM HEIGHT
BID SET
L1 L2
L3
Client:
EAST LINCOLN AVENUE IMPROVEMENTS
CITY OF FORT COLLINS
LANDSCAPE PLAN
07.16.2014
L3
1"=30'
15' 30' 014
AM
AV
KEY MAP
LANDSCAPE PLAN
EAST LINCOLN AVENUE
SOUTH LEMAY AVENUE
LEGEND
MATCHLINE - SEE SHEET L2
L1 L2 L3
BID SET
0
SCALE:
Project Number:
Project:
Client:
EAST LINCOLN AVENUE IMPROVEMENTS
CITY OF FORT COLLINS
LANDSCAPE PLAN
07.16.2014
L2
1"=30'
15' 30' 60'
AM
AV
KEY MAP
LANDSCAPE PLAN
SOUTH LEMAY AVENUE
EAST LINCOLN AVENUE
LEGEND
MATCHLINE - SEE SHEET L3
MATCHLINE - SEE SHEET L1
L1 L2 L3
BID SET
0
SCALE:
Project Number:
Project:
Client:
EAST LINCOLN AVENUE IMPROVEMENTS
CITY OF FORT COLLINS
LANDSCAPE PLAN
07.16.2014
L1
1"=30'
15' 30' 60'
AM
AV
KEY MAP
MATCHLINE - SEE SHEET L2
LANDSCAPE PLAN
EAST LINCOLN AVENUE
SOUTH LEMAY AVENUE
L1 L2 L3
LEGEND
1. THE FOLLOWING SEPARATIONS SHALL BE PROVIDED BETWEEN TREES/SHRUBS AND
UTILITIES:
1.1. 40 FEET BETWEEN CANOPY TREES AND STREET LIGHTS
1.2. 15 FEET BETWEEN ORNAMENTAL TREES AND STREETLIGHTS
1.3. 10 FEET BETWEEN TREES AND PUBLIC WATER AND SANITARY AND STORM SEWER
LINES
1.4. 6 FEET BETWEEN TREES AND WATER AND SANITARY SERVICE LINES
1.5. 4 FEET BETWEEN TREES AND GAS LINES
1.6. 4 FEET BETWEEN SHRUBS AND PUBLIC WATER AND SANITARY AND STORM SEWER
LINES
2. FIELD LOCATE UTILITIES PRIOR TO PLANTING.
3. TO THE MAXIMUM EXTENT FEASIBLE, TOPSOIL THAT IS REMOVED DURING
CONSTRUCTION ACTIVITY SHALL BE CONSERVED FOR LATER USE ON AREAS
REQUIRING REVEGETATION AND LANDSCAPING.
PLANT NOTES
1. WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE THERE SHALL BE NO CUT OR FILL OVER
A FOUR-INCH DEPTH UNLESS A QUALIFIED ARBORIST OR FORESTER HAS EVALUATED AND
APPROVED THE DISTURBANCE.
2. ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THE CITY OF FORT COLLINS TREE
MANAGEMENT STANDARDS FOR THINNING AND CLEANING.
3. PRIOR AND DURING CONSTRUCTION, BARRIERS SHALL BE ERECTED AROUND ALL PROTECTED
EXISTING TREES WITH SUCH BARRIERS TO BE OF ORANGE FENCING A MINIMUM OF FOUR (4)
FEET IN HEIGHT, SECURED WITH METAL T-POSTS, NO CLOSER THAN SIX (6) FEET FROM THE
TRUNK OR AT THE DRIP LINE, WHICH EVER IS GREATER, THERE SHALL BE NO STORAGE OR
MOVEMENT OF EQUIPMENT, MATERIAL, DEBRIS OR FILL WITHIN THE FENCED TREE PROTECTION
ZONE. MODIFICATION OF PROTECTIVE FENCE LOCATIONS TO ACCOMMODATE
CONSTRUCTION SHALL BE APPROVED BY THE CITY FORESTER PRIOR TO MOVING OR ERECTING A
PROTECTIVE FENCE. WHERE THE DRIP LINE OF TREES TOUCH OR OVERLAP, PLACE FENCE
AROUND GROUPS OF TREES.
4. DURING CONSTRUCTION THERE SHALL BE NO CLEANING OF EQUIPMENT OR MATERIALS OR THE
STORAGE AND DISPOSAL OF WASTE MATERIAL SUCH AS PAINTS, OILS, SOLVENTS, ASPHALT,
CONCRETE, MOTOR OIL OR ANY OTHER MATERIAL HARMFUL TO THE LIFE OF A TREE WITHIN THE
DRIP LINE OF ANY PROTECTED TREE OR GROUP OF TREES.
5. NO DAMAGING ATTACHMENTS, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY
PROTECTED TREE.
TREE PROTECTION NOTES
7. CONSTRUCTION SHALL BE PERFORMED IN A MANNER TO NOT DAMAGE ANY EXISTING TREE.
CLEARANCE PRUNING OF ANY TREE ON SITE SHALL ONLY BE BY A FORT COLLINS LICENSED
ARBORIST FOLLOWING CITY OF FORT COLLINS TREE MANAGEMENT STANDARDS UNDER THE
DIRECTION OF AN INTERNATIONAL SOCIETY OF ARBORICULTURE CERTIFIED ARBORIST .
8. EQUIPMENT ACCESS/DRIVES SHALL BE POSITIONED TO MINIMIZE TRAVEL OVER THE ROOT SYSTEM
OF ANY EXISTING TREE. EQUIPMENT DRIVE LOCATIONS OVER THE ROOT SYSTEM OF ANY
SIGNIFICANT TREE SHALL BE APPROVED BY THE CITY FORESTER WITH REQUIREMENTS TO PROTECT
THE SOIL FROM BEING COMPACTED.
9. LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATED FROM CONSTRUCTION
OR LAND CLEARING AREAS, ROAD RIGHTS-OF-WAY AND UTILITY EASEMENTS MAY BE "RIBBONED
OFF," RATHER THAN ERECTING PROTECTIVE FENCING AROUND EACH TREE AS REQUIRED IN
SUBSECTION (G)(#) ABOVE. THIS MAY BE ACCOMPLISHED BY PLACING METAL T-POST STAKES A
MAXIMUM OF FIFTY (50) FEET APART AND TYING RIBBON OR ROPE FROM STAKE-TO-STAKE
ALONG THE OUTSIDE PERIMETERS OF SUCH AREAS BEING CLEARED.
6. THE INSTALLATION OF UTILITIES, IRRIGATION
LINES OR ANY UNDERGROUND FIXTURE
REQUIRING EXCAVATION DEEPER THAN SIX (6)
INCHES SHALL BE ACCOMPLISHED BY BORING
UNDER THE ROOT SYSTEM OF PROTECTED
EXISTING TREES AT A MINIMUM DEPTH OF
TWENTY-FOUR (24) INCHES. THE AUGER
DISTANCE IS ESTABLISHED FROM THE FACE OF
THE TREE (OUTER BARK) AND IS SCALED FROM
THE TREE DIAMETER AT BREAST HEIGHT AS
DESCRIBED IN THE TREE PROTECTION CHART
OF THE FORT COLLINS LAND USE CODE
SECTION 3.2.1.
BID SET
EXISTING PAVEMENT STRIPE
TO BE REMOVED
10. EXISTING STRIPING NOTED TO BE REMOVED SHALL BE DONE
PER THE APPROVED CONTRACT METHOD.
11. EXISTING TRAFFIC SIGNS WILL BE RESET BY THE CITY OF FORT
COLLINS.
LEGEND
EXISTING TREE TO BE REMOVED
EXISTING ASPHALT TO BE REMOVED
EXISTING PAVEMENT STRIPE
TO BE REMOVED
BID SET
LF LINEAR FEET
LP LOW POINT
LT LEFT
MH MANHOLE
PE PEDESTRIAN EASEMENT
PC POINT OF CURVATURE
PCC POINT OF COMPOUND CURVATURE
PCR POINT OF CURB RETURN
PI POINT OF INTERSECTION
PRC POINT OF REVERSE CURVATURE
PT POINT OF TANGENCY
PVC POLYVINYL CHLORIDE
RCP REINFORCED CONCRETE PIPE
RD ROOF DRAIN
RT RIGHT
SAN SANITARY SEWER
STA STATION
SDMH STORM DRAIN MANHOLE
TB THRUST BLOCK
TOF TOP OF FOUNDATION
TYP TYPICAL
UE UTILITY EASEMENT
VCP VITRIFIED CLAY PIPE
VPC VERTICAL POINT OF CURVATURE
VPI VERTICAL POINT OF INTERSECTION
VPT VERTICAL POINT OF TANGENCY
TOW TOP OF WALL
BOW BOTTOM OF WALL
CONTACTS:
CITY OF FORT COLLINS
ENGINEERING
RICK RICHTER 970.221.6798
TRACY DYER 970.222.0855
STORMWATER
WES LAMARQUE 970.416.2418
LIGHT & POWER
DOUG MARTINE 970.224.6152
TRAFFIC
JOE OLSEN 970.221.6062
BRITNEY SORENSEN 970.416.2268
WATER/WASTEWATER
ROGER BUFFINGTON 970.221.6854
INTERWEST CONSULTING GROUP
BOB ALMIRALL 970.460.8487
CENTURY LINK (QWEST)
BOB RULLI 970.377.6403
XCEL ENERGY
STEPHANIE RICH 970.225.7828
PLATTE RIVER POWER AUTHORITY
MARK CURTIS 970.420.2999
COMCAST
DON KAPPERMAN 970.484.7166
I HEREBY AFFIRM THAT THESE FINAL CONSTRUCTION PLANS WERE
PREPARED UNDER MY DIRECT SUPERVISION, IN ACCORDANCE WITH ALL
APPLICABLE CITY OF FORT COLLINS AND STATE OF COLORADO STANDARDS
AND STATUTES, RESPECTIVELY; AND THAT I AM FULLY RESPONSIBLE FOR
THE ACCURACY OF ALL DESIGN, REVISIONS AND RECORD CONDITIONS THAT I
HAVE NOTED ON THESE PLANS.
BID SET
Sheet No. Description Of Sheets
PROPOSED STREET LIGHT
PROPOSED STORM SEWER & MANHOLE
EXISTING SANITARY SEWER MAIN
PROPOSED TELEPHONE LINE
EXISTING GAS
EXISTING STORM SEWER
EXISTING WATER MAIN
EXISTING MANHOLE
PROPOSED STORM INLET
LEGEND
PROPOSED CONCRETE
PROPOSED MINOR CONTOUR
PROPOSED MAJOR CONTOUR
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
EXISTING UTILITY POLE
EXISTING GUY WIRE
PROPOSED GAS
EXISTING ELECTRIC LINE PROPOSED ELECTRIC LINE
EXISTING TELEPHONE LINE
EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT
EXISTING WATER VALVE
PROPOSED SANITARY SEWER & MANHOLE
PROPOSED WATER LINE & VALVE
EXISTING CONCRETE
EXISTING FLOWLINE, CURB & GUTTER PROPOSED FLOWLINE, CURB & GUTTER
PROPOSED FENCE
EXISTING OVERHEAD UTILITY
EXISTING STORM SEWER INLET
PROPOSED UTILITY POLE
EXISTING STREET LIGHT
EXISTING FIBER OPTIC LINE
EXISTING OVERHEAD ELECTRIC LINE
EXISTING OVERHEAD TELEPHONE LINE
PROPOSED OVERHEAD ELECTRIC LINE
PROPOSED FIBER OPTIC LINE
PROPOSED OVERHEAD TELEPHONE LINE
EXISTING FENCE
PROPOSED OVERHEAD UTILITY
EXISTING CABLE TV PROPOSED CABLE TV
EXISTING CONIFEROUS TREE
EXISTING DECIDUOUS TREE
EXISTING TRAFFIC SIGNAL PROPOSED TRAFFIC SIGNAL
COVER SHEET
GENERAL NOTES
SUMMARY OF APPROXIMATE QUANTITIES
HORIZONTAL CONTROL PLAN
TYPICAL SECTIONS
REMOVAL & RELOCATION PLAN
ROADWAY PLAN & PROFILES
MEDIAN PLAN & PROFILES
GRADING PLAN & EROSION CONTROL PLAN
INTERSECTION GRADING PLAN
UTILITY PLAN & PROFILE
SIGNING & STRIPING PLAN
CROSS SECTIONS
CONSTRUCTION DETAILS
LANDSCAPE PLANS
IRRIGATION PLANS
1
2 - 3
4
5 - 7
8 - 9
10 - 13
14 - 19
20 - 22
23 - 26
27 - 28
29 - 31
32 - 35
36 - 40
41 - 47
L1 - L7
IR0 - IR5