HomeMy WebLinkAboutBID - 7312 ROSELAWN OFFICE BUILDING (2)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
SPECIFICATIONS
AND
CONTRACT DOCUMENTS
FOR
ROSELAWN OFFICE BUILDING
BID NO. 7312
PURCHASING DIVISION
215 NORTH MASON STREET, 2ND FLOOR, FORT COLLINS
January 4, 2012 – 3:00 P.M. (OUR CLOCK)
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
SOILS REPORT
SECTION 00020
INVITATION TO BID
SECTION 00020
INVITATION TO BID
Date: December 5, 2011
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 January 4,
2012, for the Roselawn Office Building; BID NO. 7312. 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 7312. The Work, either a
modular or stick built building, includes all framing, plumbing, electrical, HVAC, drywall,
trim work, siding finishes, roofing, handrails, gutter system, excavation, foundation and
utility connections. Contractor must provide all applicable permits.
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.
A prebid conference and job walk with representatives of prospective Bidders will
be held at 10:00 AM on December 12, 2012 at 2718 E Mulberry 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
James B. O'Neill, II, CPPO, FNIGP
Purchasing & Risk Management Director
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: 7312 Roselawn Office Building
Place:
Date:
1. In compliance with your Invitation to Bid dated December 1, 2011 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)
Contract will be awarded on Base Bid which includes Building and all alternates. City
reserves the right to deduct alternate prices from base bid.
Building Only
Provide an overall price for a turnkey building. This includes all framing, plumbing,
electrical, HVAC, drywall, trim work, siding finishes, roofing, propane tank, handrails,
gutter system and Grinder Alarm Panel per the Aller-Lingle-Massey, ESC, and Interwest
Consulting Group Specifications and Drawings. Contractor must provide all applicable
permits.
Building Only $_______________
ALTERNATE PRICES
1. Provide pricing for the installation of the foundation only. This includes all labor
and materials.
$________________
2. Provide pricing for the excavation work for the foundation only. This includes
all labor and materials.
$________________
3. Provide pricing for the excavation work for the finish grading only per drawing
C4. This includes all labor and materials.
$________________
4. Provide pricing for the installation of the patio only. Provide all labor and
material. This includes all foundation work, framing, finishes and roofing material
for the patio only.
$________________
5. Provide pricing for all flat concrete work/pads, asphalt, and striping. This
includes all labor and materials.
$________________
Base Bid including Building and Alternates ------Total $___________________
In Words _____________________________________________________________
City reserves the right to deduct alternate prices from base bid if they are in the best
interest of the City.
General Notes:
Construction can be either stick framed or modular.
City will pick all paint colors with awarded contractor.
Contractor must make all utility connections. This includes, water, electrical, propane,
and sewer.
Water and sewer utility work is completed per drawing C1.
Electrical tie-in to be made at existing pole mounted transformer. Electrical to
be run under ground to new building per drawing E1.0.
Telephone to be installed per drawing E1.0.
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, 7312
Roselawn Office Building.
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__.
Name of Bidder
By:
Title:
State of
County of
being duly sworn deposes and says that he
is of and that
(name of organization)
the answers to the foregoing questions and all statements therein contained are true
and correct.
Subscribed and sworn to before me this _______ day of____________, 20__.
(Seal)
Notary Public
My commission expires: .
SECTION 00430
SCHEDULE OF SUBCONTRACTORS
List all subcontractors for the work items listed below and all subcontractors performing
over 10% of the contract.
ITEM SUBCONTRACTOR
SECTION 00500
AGREEMENT FORMS
00510 Notice of Award
00520 Agreement
00530 Notice to Proceed
SECTION 00510
NOTICE OF AWARD
DATE:
TO:
PROJECT: 7312 Roselawn Office Building
OWNER: CITY OF FORT COLLINS (hereinafter referred to as "the OWNER")
You are hereby notified that your Bid dated , 20 for the above project has
been considered. You are the apparent successful Bidder and have been awarded an
Agreement for 7312 Roselawn Office Building.
The Price of your Agreement is ($ ).
Three (3) copies of each of the proposed Contract Documents (except Drawings)
accompany this Notice of Award. Three (3) sets of the Drawings will be delivered
separately or otherwise made available to you immediately.
You must comply with the following conditions precedent within fifteen (15) days of the
date of this Notice of Award, that is by , 20 .
1. You must deliver to the OWNER three (3) fully executed counterparts of the
Agreement including all the Contract Documents. Each of the Contract Documents must
bear your signature on the cover of the page.
2. You must deliver with the executed Agreement the Contract Security (Bonds) as
specified in the Instructions to Bidders, General Conditions (Article 5.1) and
Supplementary Conditions.
Failure to comply with these conditions within the time specified will entitle OWNER to
consider your Bid abandoned, to annul this Notice of Award and to declare your Bid
Security forfeited.
Within ten (10) days after you comply with those conditions, OWNER will return to you
one (1) fully-signed counterpart of the Agreement with the Contract Documents
attached.
City of Fort Collins
OWNER
By:
James B. O’Neill, II, CPPO, FNIGP
Director of Purchasing & Risk Management
SECTION 00520
AGREEMENT
THIS AGREEMENT is dated as of the day of in the year of 20 and
shall be effective on the date this AGREEMENT is signed by the City.
The City of Fort Collins (hereinafter called OWNER) and
(hereinafter called CONTRACTOR)
OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set
forth, agree as follows:
ARTICLE 1. WORK
CONTRACTOR shall complete all Work as specified or indicated in the Contract
Documents. The Project for which the Work under the Contract Documents may
be the whole or only a part is defined as the construction of the 7312 Roselawn
Office Building and is generally described in Section 01010.
ARTICLE 2. ENGINEER
The Project has been designed by Operation Services Department of the City of
Fort Collins, who is hereinafter called ENGINEER and who will assume all duties
and responsibilities and will have the rights and authority assigned to ENGINEER
in the Contract Documents in connection with completion of the Work in
accordance with the Contract Documents.
ARTICLE 3. CONTRACT TIMES
3.1 The Work shall be Substantially Complete within one hundred twenty (120)
calendar days after the date when the Contract Times commence to run as
provided in the General Conditions and completed and ready for Final Payment
and Acceptance in accordance with the General Conditions within ten (10)
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:
Three Hundred Dollars ($300.00) for each calendar day or fraction
thereof that expires after the one hundred twenty (120) calendar
day period for Substantial Completion of the Work until the Work is
Substantially Complete.
2) Final Acceptance:
After Substantial Completion, Three Hundred Dollars ($300.00) for
each calendar day or fraction thereof that expires after the ten (10)
calendar day period for Final Payment and Acceptance until the
Work is ready for Final Payment and Acceptance.
ARTICLE 4. CONTRACT PRICE
4.1. OWNER shall pay CONTRACTOR for performance of the Work in
accordance with the Contract Documents in current funds as follows:
Dollars ($ ), 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:
ARCHITECTURAL
SD1 Architectural Site Plan
A101 Floor, Reflected Ceilings and Roof Plans
A102 Exterior Elevations
A103 Building Sections and Details
A104 Schedules, Interior Elevations, Door and Window Types
CIVIL
C1 Utility Plan
C2 Utility Details
C3 Utility Details
C4 Grading Plan
ELECTRICAL
E1.0 Electrical Plan
The Contract Drawings shall be stamped "Final for Construction" and dated.
Any revisions made shall be clearly identified and dated.
7.4. Addenda Numbers to , inclusive.
7.5. The Contract Documents also include all written amendments and other
documents amending, modifying, or supplementing the Contract Documents
pursuant to paragraphs 3.5 and 3.6 of the General Conditions.
7.6. There are no Contract Documents other than those listed or incorporated by
reference in this Article 7. The Contract Documents may only be amended,
modified or supplemented as provided in paragraphs 3.5 and 3.6 of the General
Conditions.
ARTICLE 8. MISCELLANEOUS
8.1. Terms used in this Agreement which are defined in Article I of the
General Conditions shall have the meanings indicated in the General Conditions.
8.2. No assignment by a party hereto of any rights under or interests in the
Contract Documents will be binding on another party hereto without the written
consent of the party sought to be bound; and specifically but not without
limitations, moneys that may become due and moneys that are due may not be
assigned without such consent (except to the extent that the effect of this
restriction may be limited by law), and unless specifically stated to the contrary in
any written consent to an assignment no assignment will release or discharge
that assignor from any duty or responsibility under the Contract Document.
8.3. OWNER and CONTRACTOR each binds itself, its partners, successors,
assigns and legal representatives to the other party hereto, its partners,
successors, assigns and legal representatives in respect to all covenants,
Agreement and obligations contained in the Contract Document.
OWNER: CITY OF FORT COLLINS CONTRACTOR:
By:
By:
JAMES B. O’NEILL II, CPPO, FNIGP 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: 7312 Roselawn Office Building
To:
This notice is to advise you:
That the contract covering the above described Work has been fully executed by the
CONTRACTOR and the OWNER.
That the required CONTRACTOR's Performance Bond and Payment Bond have been
received by the OWNER.
That the OWNER has approved the said Contract Documents.
Therefore, as the CONTRACTOR for the above described Work, you are hereby
authorized and directed to proceed within ( ) calendar days from receipt of this notice as
required by the Agreement.
Dated this day of , 20 .
The dates for Substantial Completion and Final Acceptance shall be , 20_
and , 20__, respectively.
City of Fort Collins
OWNER
By:
Title:
ACKNOWLEDGMENT OF NOTICE
Receipt of the above Notice to Proceed is hereby acknowledged this day of
, 20__.
CONTRACTOR:
By:
Title:
SECTION 00600
BONDS AND CERTIFICATES
00610 Performance Bond
00615 Payment Bond
00630 Certificate of Insurance
00635 Certificate of Substantial Completion
00640 Certificate of Final Acceptance
00650 Lien Waiver Release (CONTRACTOR)
00660 Consent of Surety
00670 Application for Exemption Certificate
SECTION 00610
PERFORMANCE BOND
Bond No.
KNOW ALL MEN BY THESE PRESENTS: that
(firm)
(address)
(an Individual), (a Partnership), (a Corporation), hereinafter referred to as the "Principal" and
(Firm)
(Address)
hereinafter referred to as "the Surety", are held and firmly bound unto City of Fort Collins, 300
Laporte Ave, Fort Collins, Colorado 80522 a (Municipal Corporation) hereinafter referred to as
the "OWNER", in the penal sum of ____________
in lawful money of the United States, for the payment of which sum well and truly to be made,
we bind ourselves, successors and assigns, jointly and severally, firmly by these presents.
THE CONDITIONS OF THIS OBLIGATION are such that whereas the Principal entered into a
certain Agreement with the OWNER, dated the day of , 20 , a copy of which
is hereto attached and made a part hereof for the performance of The City of Fort Collins
Project, 7312 Roselawn Office Building.
NOW, THEREFORE, if the Principal shall well, truly and faithfully perform its duties, all the
undertakings, covenants, terms, conditions and agreements of said Agreement during the
original term thereof, and any extensions thereof which may be granted by the OWNER, with or
without Notice to the Surety and during the life of the guaranty period, and if the Principal shall
satisfy all claims and demands incurred under such Agreement, and shall fully indemnify and
save harmless the OWNER from all cost and damages which it may suffer by reason of failure
to do so, and shall reimburse and repay the OWNER all outlay and expense which the OWNER
may incur in making good any default then this obligation shall be void; otherwise to remain in
full force and effect.
PROVIDED, FURTHER, that the said Surety, for value received, hereby stipulates and agrees
that no change, extension of time, alteration or addition to the terms of the Agreement or to the
Work to be performed thereunder or the Specifications accompanying the same shall in any way
affect its obligation on this bond; and it does hereby waive notice of any such change, extension
of time, alteration or addition to the terms of the Agreement or to the Work or to the
Specifications.
PROVIDED, FURTHER, that no final settlement between the OWNER and the CONTRACTOR
shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied.
PROVIDED, FURTHER, that the Surety Company must be authorized to transact business in
the State of Colorado and be acceptable to the OWNER.
IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts, each one of
which shall be deemed an original, this _____ day of _____ ____, 20__.
IN PRESENCE OF: Principal
(Title) (Title)
(Corporate Seal)
(Address)
IN PRESENCE OF: Other Partners
_____________________________ By:
_____________________________ By:
IN PRESENCE OF: Surety
_____________________________ By:_____________________________________
_____________________________
(Address)
(Surety Seal)
NOTE: Date of Bond must not be prior to date of Agreement.
If CONTRACTOR is Partnership, all partners should execute Bond.
SECTION 00615
PAYMENT BOND
Bond No.
KNOW ALL MEN BY THESE PRESENTS: that
(firm)
(address)
(an Individual), (a Partnership), (a Corporation), hereinafter referred to as the "Principal" and
(Firm)
(Address)
hereinafter referred to as "the Surety", are held and firmly bound unto the City of Fort Collins,
300 Laporte Ave., Fort Collins, Colorado 80522 a (Municipal Corporation) hereinafter referred to
as "the OWNER", in the penal sum of
in lawful money of the United States, for the payment of which sum well and truly to be made,
we bind ourselves, successors and assigns, jointly and severally, firmly by these presents.
THE CONDITIONS OF THIS OBLIGATION are such that whereas the Principal entered into a
certain Agreement with the OWNER, dated the day of , 20 , a copy of which
is hereto attached and made a part hereof for the performance of The City of Fort Collins
project, 7312 Roselawn Office Building.
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: 7312 Roselawn Office
Building
PROJECT OR SPECIFIED PART SHALL LOCATION: Fort Collins, Colorado
INCLUDE:
OWNER: City of Fort Collins
CONTRACTOR:
CONTRACT DATE:
The Work performed under this contract has been inspected by authorized
representatives of the OWNER, CONTRACTOR, and the ENGINEER and the project or
specified part of the project, as indicated above) is hereby declared to be substantially
completed on the above date.
A tentative list of items to be completed or corrected is appended hereto. This list may
not be exhaustive, and the failure to include an item on it does not alter the
responsibility of the CONTRACTOR to complete all the Work in accordance with the
Contract Documents.
ENGINEER AUTHORIZED REPRESENTATIVE
DATE
The CONTRACTOR accepts the above Certificate of Substantial Completion and
agrees to complete and correct the items on the tentative list within the time indicated.
CONTRACTOR AUTHORIZED REPRESENTATIVE
DATE
The OWNER accepts the project or specified area of the project as substantially
complete and will assume full possession of the project or specified area of the project
at 12:01 a.m., on . The responsibility for heat, utilities,
security, and insurance under the Contract Documents shall be as set forth under
"Remarks" below.
CITY OF FORT COLLINS, COLORADO By:
OWNER AUTHORIZED REPRESENTATIVE
DATE
REMARKS:
SECTION 00640
CERTIFICATE OF FINAL ACCEPTANCE
, 20__
TO:
Gentlemen:
You are hereby notified that on the day of , 20__, the City of
Fort Collins, Colorado, has accepted the Work completed by for the City of Fort
Collins project, 7312 Roselawn Office Building.
A check is attached hereto in the amount of $ as Final
Payment for all Work done, subject to the terms of the Contract Documents which are
dated , 20 .
In conformance with the Contract Documents for this project, your obligations and
guarantees will continue for the specified time from the following date:____________
__, 20__.
Sincerely,
OWNER: City of Fort Collins
By:
Title:
ATTEST:
Title:
SECTION 00650
LIEN WAIVER RELEASE
(CONTRACTOR)
TO: City of Fort Collins, Colorado (OWNER)
FROM: (CONTRACTOR)
PROJECT: 7312 Roselawn Office Building
1. The CONTRACTOR acknowledges having received payment, except retainage from
the OWNER for all work, labor, skill and material furnished, delivered and performed by
the CONTRACTOR for the OWNER or for anyone in the construction, design,
improvement, alteration, addition or repair of the above described project.
2. In consideration of such payment and other good and valuable consideration, the
receipt and adequacy of which are hereby acknowledged, the CONTRACTOR
voluntarily waives all rights, claims and liens, including but not limited to, mechanic's
liens, Miller Act claims (40 U.S.C.A. 270 a and b), stop notices, equitable liens and labor
and material bond rights which the CONTRACTOR may now or may afterward have,
claim or assert for all and any work, labor, skill or materials furnished, delivered or
performed for the construction, design, improvement, alteration, addition or repair of the
above described project, against the OWNER or its officers, agents, employees or
assigns, against any fund of or in the possession or control of the OWNER, against the
project or against all land and the buildings on and appurtenances to the land improved
by the project.
3. The CONTRACTOR affirms that all work, labor and materials, furnished, delivered or
performed to or for the construction, design, improvement, alteration, addition or repair
of the project were furnished, delivered or performed by the CONTRACTOR or its
agents, employees, and servants, or by and through the CONTRACTOR by various
Subcontractors or materialmen or their agents, employees and servants and further
affirms the same have been paid in full and have released in full any and all existing or
possible future mechanic's liens or rights or claims against the project or any funds in
the OWNER'S possession or control concerning the project or against the OWNER or
its officers, agents, employees or assigns arising out of the project.
4. The CONTRACTOR agrees to defend and hold harmless the OWNER, the lender, if
any, and the Surety on the project against and from any claim hereinafter made by the
CONTRACTOR'S Subcontractors, materialmen, employees, servants, agents or
assigns against the project or against the OWNER or its officers, employees, agents or
assigns arising out of the project for all loss, damage and costs, including reasonable
attorneys fees, incurred as a result of such claims.
5. The parties acknowledge that the description of the project set forth above constitutes
and adequate description of the property and improvements to which this Lien Waiver
Release pertains. It is further acknowledged that this Lien Waiver Release is for the
benefit of and may be relied upon by the OWNER, the lender, if any, and Surety on any
labor and material bonds for the project.
Signed this day of , 20__.
CONTRACTOR:
By:
Title:
ATTEST:
Secretary
STATE OF COLORADO )
)ss.
COUNTY OF LARIMER )
Subscribed and sworn to before me this day of 20__, by
.
Witness my hand and official seal.
My Commission Expires: Notary Public
SECTION 00660
CONSENT OF SURETY
TO: City of Fort Collins, Colorado (hereinafter referred to as the "OWNER")
CONTRACTOR:
PROJECT: 7312 Roselawn Office Building
CONTRACT DATE:
In accordance with the provisions of the Contract between the OWNER and the
CONTRACTOR as indicated above, for
(Surety)
on bond of
hereby approves of the Final Payment to the CONTRACTOR, and agrees that Final
Payment to the CONTRACTOR shall not relieve the Surety Company of any of its
obligations to the OWNER, as set forth in the said Surety Company's Bond.
IN WITNESS WHEREOF, the Surety Company has hereunto set its hand this
day of , 20____ .
(Surety Company)
By:
ATTACH: Power of Attorney and Certificate of Authority of Attorney(s)-in-Fact.
DR 0172 (12/98)
COLORADO DEPARTMENT OF REVENUE
DENVER CO 80261
(303) 232-2416
DO NOT WRITE IN THIS SPACE
The exemption certificate for which you are applying must be used only for the purpose of purchasing construction and building materials
for the exempt project described below. This exemption does not include or apply to the purchase or rental of equipment, supplies, and
materials which are purchased, rented, or consumed by the contractor and which do not become part of the structure, highway, road,
street, or other public works owned and used by the exempt organization.
Any unauthorized use of the exemption certificate will result in revocation of your exemption certificate and other penalties provided by
law.
A separate certificate is required for each contract.
Subcontractors will not be issued Certificates of Exemption by the Department of Revenue. It is the responsibility of the prime contractor
to issue certificates to each of the subcontractors. (See reverse side).
FAILURE TO ACCURATELY COMPLETE ALL BOXES WILL CAUSE THE APPLICATION TO BE DENIED.
Registration/Account No. (to be assigned by DOR)
89 -
Period 0170-750 (999) $0.00
CONTRACTOR INFORMATION
Trade name/DBA: Owner, partner, or corporate name:
Mailing address (City, State, Zip): Contact Person
E-Mail address: Federal Employer’s Identification Number: Bid amount for your contract:
$
Fax Number:
( )
Business telephone number:
( )
Colorado withholding tax account number:
EXEMPTION INFORMATION Copies of contract or agreement pages (1) identifying the contracting parties
and (2) containing signatures of contracting parties must be attached.
Name of exempt organization (as shown on contract):
Exempt organization’s number:
98 -
Address of exempt organization (City, State, Zip):
Principal contact at exempt organization: Principal contact’s telephone number:
Physical location of project site (give actual address when applicable and Cities and/or County (ies) where project is located)
Scheduled
construction start date:
Month Day Year Estimated
completion date:
Month Day Year
I declare under penalty of perjury in the second degree that the statements made in this application are
true and complete to the best of my knowledge.
Signature of owner, partner or corporate officer: Title of corporate officer: Date:
DO NOT WRITE BELOW THIS LINE
CONTRACTOR APPLICATION
FOR
EXEMPTION CERTIFICATE
Pursuant to Statute
Section 39-26.114(1)(a)(XIX)
6
Special Notice
Contractors who have completed this application in the past, please note the following
changes in procedure:
The Department will no longer issue individual Certificates of exemption to
subcontractors. Only prime contractors will receive a Contractor’s Exemption Certificate
on exempt projects.
Upon receipt of the Certificate, the prime contractor should make a copy for each
subcontractor involved in the project and complete it by filling in the subcontractor’s
name and address and signing it.
The original Certificate should always be retained by the prime contractor. Copies of all
Certificates that the prime contractor issued to subcontractors should be kept at the
prime contractor’s place of business for a minimum of three years and be available for
inspection in the event of an audit.
Once an 89# has been assigned to you, please use the next five numbers following it
for any applications submitted for future projects. This should be your permanent
number. For instance, if you were assigned 89-12345-0001, every application
submitted thereafter should contain 89-12345 on the application. The succeeding
numbers will be issued by the Department of Revenue. DO NOT enter what you
believe to be the next in sequence as this may delay processing of your application.
SECTION 00700
GENERAL CONDITIONS
SECTION 00800
SUPPLEMENTARY CONDITIONS
SECTION 00800
SUPPLEMENTARY CONDITIONS
Conditions of the Contract
These Supplementary Conditions amend or supplement the General Conditions of the
Construction Contract (EJCDC General Conditions 1910-8, 1990 edition with City of
Fort Collins modifications) and other provisions of the Contract Documents as indicated
below.
SC-4.2 Subsurface and Physical Conditions:
A. Add the following language to paragraph 4.2.1 of the General Conditions.
4.2.1.1.1 The following report(s) of exploration and tests of subsurface
conditions at the site of the Work:
Geotechnical Investigation of Modular Building at Roselawn
Cemetery by CTL Thompson, Project No. FC05361-125, dated
November 11, 2010
Contractor may rely upon the accuracy of the technical data contained in
the geotechnical documents, but not upon nontechnical data,
interpretations or opinions contained therein or upon the completeness of
any information in the report.
B. 4.2.1.2.1 No drawing of physical conditions in or relating to existing
surface or subsurface structures (except Underground Facilities referred
to in Paragraph 4.3) which are at or contiguous to the site have been
utilized by the Engineer in preparation of the Contract Documents, except
the following:
N/A
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-8.10 OWNER’s Project Manager
A. Add the following language to ARTICLE 8:
8.10. The OWNER will provide a Project Manager. The
CONTRACTOR shall direct all questions concerning
Contract interpretation, Change Orders, and other requests
for clarification or instruction to the Project Manager.
8.10.1 Authority: The Project Manager will be the OWNER's
representative during the construction of the project. The
Project Manager shall have the authority set forth in the
OWNER's Capital Project Procedures Manual. The Project
Manager shall have the authority to reject work and
materials whenever such rejection may be necessary to
ensure the proper performance of the Work in accordance
with the Contract Documents.
8.10.2 Duties and Responsibilities: The Project Manager will make
periodic visits to the project site to observe the progress and
quality of the Work and to determine, in general, if the Work
is proceeding in accordance with the Contract Documents.
The Project Manager shall not be required to make
comprehensive or continuous inspections to check the
progress or quality of the Work. The Project Manager shall
not be responsible for construction means, methods,
techniques, sequences, or procedures, or for safety
precautions or programs in connection with the Work, or for
any failure of the Contractor to comply with laws and
regulation applicable to the performance or furnishing of the
Work. Visits and observations made by the Project Manager
shall not relieve the CONTRACTOR of his obligation to
conduct comprehensive inspections of the Work, to furnish
materials and perform acceptable Work, and to provide
adequate safety precautions in conformance with the
Contract Documents. The Project Manager shall at all times
have access to the Work. The CONTRACTOR shall provide
facilities for such access so the Project Manager may
perform his or her functions under the Contract Documents.
8.10.3 One or more Resident Construction Inspector(s) (RCI) may
be assigned to assist the Project Manager in providing
observation of the Work, to determine whether or not the
Work is proceeding according to the construction
documents. CONTRACTOR will receive written notification
from the OWNER of any RCI assignments. The RCI shall
not supervise, direct or have control or authority over, nor be
responsible for, CONTRACTOR's means, methods,
techniques, sequences or procedures of construction or the
safety precautions and programs incident thereto, or for any
failure of CONTRACTOR to comply with Laws and
Regulations applicable to the furnishing or performance of
the Work. The RCI will not be responsible for
CONTRACTOR's failure to perform or furnish the Work in
accordance with the Contract Documents. The RCI's
dealings in matters pertaining to the on-site work will be to
keep the Project Manager properly apprised about such
matters.
8.10.4 Communications: All instructions, approvals, and decisions
of the Project Manager shall be in writing. The
CONTRACTOR may not rely on instructions, approvals, or
decisions of the Project Manager until the same are reduced
to writing.
SC-12.3 Add the following language to the end of paragraph 12.3.
Contractor will include in the project schedule five (5) days lost due to
abnormal weather conditions.
SC-13.12 Correction Period:
13.12.1 If within one year after the date of Substantial Completion or
such longer period of time as may be prescribed by Laws or
Regulations or by the terms of any applicable special guarantee
required by the Contract Documents or by any specific provision
of the Contract Documents, an Work is found to be defective,
CONTRACTOR shall promptly, without cost to OWNER and in
accordance with OWNER’s written instructions . . .
SECTION 00900
ADDENDA, MODIFICATIONS AND PAYMENT
00950 Contract Change Order
00960 Application for Payment
SECTION 00950
CHANGE ORDER NO.
PROJECT TITLE: Roselawn Office Building
CONTRACTOR:
PROJECT NUMBER: 7312
DESCRIPTION:
1. Reason for change:
2. Description of Change:
3. Change in Contract Cost:
4. Change in Contract Time:
ORIGINAL CONTRACT COST $ .00
TOTAL APPROVED CHANGE ORDER 0.00
TOTAL PENDING CHANGE ORDER 0.00
TOTAL THIS CHANGE ORDER 0.00
TOTAL % OF THIS CHANGE ORDER
TOTAL C.O.% OF ORIGNINAL CONTRACT
ADJUSTED CONTRACT COST $ 0.00
(Assuming all change orders approved)
ACCEPTED BY: DATE:
Contractor's Representative
ACCEPTED BY: DATE:
Project Manager
REVIEWED BY: DATE:
Title:
APPROVED BY: DATE:
Title:
APPROVED BY: DATE:
Purchasing Agent over $30,000
cc: City Clerk Contractor
Project File Architect
Engineer Purchasing
Section 00960
APPLICATION FOR PAYMENT PAGE 1 OF 4
OWNER: City of Fort Collins PROJECT: APPLICATION NUMBER:
APPLICATION DATE:
PERIOD BEGINNING:
ENGINEER: CONTRACTOR: PERIOD ENDING:
PROJECT NUMBER:
CHANGE ORDERS Application is made for Payment as shown below in connection with Contract
NUMBER DATE AMOUNT
The present status of the account for this Contract is as
follows:
1
2 Original Contract Amount:
3 Net Change by Change Order:
Current contract Amount: $0.00
Total Completed and Stored to Date:
Less Previous Applications:
Amount Due this Application - Before Retainage: $0.00
Less Retainage:
Net Change by Change Order $0.00 AMOUNT DUE THIS APPLICATION: $0.00
CERTIFICATION:
The undersigned CONTRACTOR certifies that all obligations of CONTRACTOR incurred in connection with
the Work have been satisfied as required in Paragraph 14.3. of the General Conditions of the Contract.
The above Amount Due This Application is requested by the CONTRACTOR.
Date: By:
Payment of the above Amount Due This Application is recommended by the ENGINEER.
Date: By:
Payment of the above Amount Due This Application has been reviewed by the OWNER'S Project Manager.
Date: By:
Payment of the above Amount Due This Application is approved by the OWNER.
Date: By:
CONTRACT AMOUNTS
APPLICATION FOR
PAYMENT PAGE 2 OF 4
Work
Completed
Work
Completed
Work
Completed Stored
Bid
This
Month
Previous
Periods
To
Date Materials Total
Item This Earned Percent
Number Description Quantity Units
Unit
Price Amount Qty. Amount Qty. Amount Qty. Amount Period To Date Billed
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $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
$0.00 $0.00 $0.00 $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
$0.00
$0.00
TOTALS $0.00 $0.00 $0.00 $0.00
Table of Contents - 1
Roselawn Cemetery Office – 1043.02
TABLE OF CONTENTS
DIVISION 1 GENERAL REQUIREMENTS
Section 01010 Summary of Work
01025 Measurement and Payment
01026 Application for Payment
01027 Change Order Procedures
01030 Alternates
01040 Coordination
01041 Superintendent
01046 Access to Site
01050 Field Engineering
01060 Regulatory Requirements
01200 Project Meetings
01310 Construction Schedules
01340 Shop Drawings, Product Data and
Samples
01370 Schedule of Values
01400 Quality Control
01410 Testing
01510 Temporary Utilities
01520 Construction Equipment and Aids
01530 Barriers and Enclosures
01560 Temporary Controls
01590 Field Offices and Sheds
01600 Material and Equipment
01656 Disinfection of Domestic Water Lines
01666 Testing Piping System
01700 Contract Close-Out
01710 Cleaning
01720 Project Record Documents
01730 Operating and Maintenance Data
01740 Warranties and Bonds
APPENDIX
Soils Report
DIVISION 1 - GENERAL REQUIREMENTS
Portions of these specifications designated as Bidding and Contract Requirements and Division 1,
General Requirements, apply to this Division and all Sections herein.
01010 - 1
Roselawn Cemetery Office – 1043.02
SECTION 01010
SUMMARY OF WORK
PART 1 GENERAL
1.01 PROJECT SITE
A. Location: The site is located at 2718 E. Mulberry Street, Fort Collins, Colorado.
1.02 DESCRIPTION OF THE WORK
A. General: The work consists of the construction of cast-in-place foundation and modular office,
complete with related sitework, parking and driveways.
1. Architectural, structural, mechanical, plumbing and electrical engineering systems
design and installation for the structure shall be design/build by the selected
Subcontractor.
2. Site civil and site electrical construction shall be subcontracted separately by the
Owner.
3. Contractor shall be responsible for modular building construction documents and
engineering as required by the Larimer County Building Department.
B. Unless otherwise provided, Contractor shall provide, at his expense, all materials, labor,
equipment, tools, transportation and utilities, including cost of connection necessary for
successful completion of the project.
C. It is the intent of the Owner not to disturb the normal functions of the complex, its residents
and their visitors, employees, vendors, suppliers, contractors or related outside businesses
during the work of this project.
1. Refer to Section 01046, Access to Site, for specific construction access, phasing and
scheduling requirements.
D. The Contractor shall be responsible for seeing that all contractors, subcontractors, suppliers
and workmen associated with the project conduct themselves in a professional, respectful and
businesslike manner while on the site.
1. Firearms, alcoholic beverages and controlled substances are not permitted on the
premises.
2. Smoking or use of tobacco products shall only be allowed in designated areas, and is
prohibited within any structure.
3. All workers shall refrain from the use of profane or abusive language and other forms of
harassment on the site.
4. Other specific conditions of this Section shall be as arranged at the Pre-Construction
Conference. Refer to Section 01046 for specific rights of the Owner's principal
representative.
E. Related requirements or conditions specified elsewhere:
1. Section 01030, Alternates.
2. Section 01046, Access to Site.
3. Section 01060, Regulatory Requirements.
4. Section 01400, Quality Control: Quality control and workmanship standards.
5. Section 01600, Material and Equipment: Quality of materials and equipment to be
installed in the work.
1.03 HANDICAPPED ACCESSIBILITY
A. Handicapped Accessibility/Adaptability: For purposes of building permit review by Larimer
County, and general coordination of interrelated elements of the Work, the following shall
apply:
1. Entire building shall be constructed as handicapped accessible. The following
provisions shall be made:
01010 - 2
Roselawn Cemetery Office – 1043.02
a. Provide blocking in wall framing for installation of grab bars in accessible
bathrooms.
b. Furnish and install lever trims for all finish hardware for doors.
c. All exterior and interior doors shall be 3'-0" wide with accessible thresholds.
d. Furnish and install thermostats, power outlets, switches and other
miscellaneous accessories at mounting heights required by applicable
accessibility and/or building codes.
1.04 CONTRACTOR QUALIFICATIONS
A. Superintendent Qualifications: Refer to Section 01041.
1.05 FORM OF BID AND/OR CONSTRUCTION CONTRACT
A. The work of this Project shall be bid and construction contracts awarded on the following
basis, unless otherwise modified in the General or Supplementary Conditions of the Contract:
1. Lump sum basis.
1.06 WORK BY OTHERS
A. Owner shall furnish and install all grading, landscaping and related site improvements, beyond
the construction limits indicated on the Drawings, by separate contract.
B. On-site extension of new dry utility services, including but not limited to:
1. Underground secondary electrical service.
2. Underground telephone/telecom service.
3. Underground cable television service.
4. Underground fiber optic service.
C. Owner shall furnish and install all office systems and furnishings by separate contract.
D. Owner shall furnish and install all window coverings by separate contract.
E. Owner shall furnish and install projection screen(s), chalkboards and marker boards, and other
audio/visual equipment.
F. Owner shall furnish and install all telephone and data/communications equipment and wiring
by separate contract, except for the empty conduit runs.
G. Owner shall furnish and install all vending equipment by separate contract.
H. Owner shall furnish and install all site furnishings, bicycle racks and playground equipment by
separate contract.
I. Owner shall furnish and install all residential appliances by separate contract.
J. Owner shall furnish and install all computers and other movable equipment by separate
contract.
K. Owner shall provide any applicable project or building inspection services as required by
Chapter 17 of the International Building code (IBC), current edition, by separate contract. The
Architect and Engineers will not provide these services.
END OF SECTION
01025 - 1
Roselawn Cemetery Office – 1043.02
SECTION 01025
MEASUREMENT AND PAYMENT
PART 1 GENERAL
1.01 WORK INCLUDED
A. This Section covers methods of measurements and payment for items of Work covered in the
Bid Form/Bid Schedule.
1. Owner will not pay for defective work and will not pay for repair or additional work
required to bring the project to a point of acceptance.
B. Bid Price:
1. The Total Bid Price covers all Work required by the Contract Documents. All work not
specifically set forth as a pay item in the Bid Form shall be considered a subsidiary
obligation of the Contractor and all costs in connection therewith shall be included in
the prices bid for the various items of Work.
2. Prices shall include all costs in connection with the proper and successful completion of
the Work, including furnishing all materials, equipment and tools, performing all labor
and supervision to fully complete the Work, associated General Conditions and Division
1 expenses associated with the Work, and the costs of Contractor overhead, profit and
bonding applicable to the particular Bid Item.
C. Related work specified elsewhere:
1. Bid Form/Bid Schedule.
END OF SECTION
01026 - 1
Roselawn Cemetery Office – 1043.02
SECTION 01026
APPLICATIONS FOR PAYMENT
PART 1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. Submit Applications for Payment to Owner in accordance with the schedule established by the
General and Supplementary Conditions of the Contract and Owner-Contractor Agreement.
B. Related requirements specified elsewhere:
1. Owner-Contractor Agreement:
a. Lump sum and unit prices.
b. Progress payments, retainages and final payment.
c. Allowable progress payments for Contractor overhead, profit and Division 1
expenses.
2. Bid Form.
3. General and Supplementary Conditions:
a. Retainages.
b. Liquidated damages, if applicable.
c. Partial release of lien affidavits.
4. Section 01700, Contract Closeout.
5. Section 01714, Construction Waste Management.
6. Section 01730, Operating and Maintenance Data.
1.02 FORMAT AND DATA REQUIRED
A. Submit itemized Applications using standard City of Fort Collins forms, unless otherwise
approved.
B. Provide itemized data on continuation sheet. Format, schedule, line items and values shall be
those of the Schedule of Values accepted by Architect.
C. Applications for payment shall include only that material, labor and/or stored material in place
as of the date of Application.
1.03 PREPARATION OF APPLICATION FOR EACH PROGRESS PAYMENT
A. Application Form:
1. Form shall be completed and notarized by a Notary Public, state of Colorado.
2. Fill in required information, including that for Change Orders executed prior to date of
submittal of Application. Incomplete Application forms shall be returned to the
Contractor and not processed.
3. Fill in summary of dollar values to agree with respective totals indicated on continua-
tion sheets.
4. Certification shall be executed with signature of a responsible officer of contract firm.
B. Continuation Sheets:
1. Fill in total list of all schedule component items of work with item number and
scheduled dollar value for each item.
2. Fill in dollar value in each column for each scheduled line item when work has been
performed or products stored, as of date of Application.
3. List each Change Order executed prior to date of Application at the end of the
continuation sheets.
a. List by Change Order number and description, as for an original component
item of work.
C. Retainage: The Owner shall withhold retainage from each progress payment, as stipulated in
the General and Supplementary Conditions. Contractor shall reflect the amount retained on
each Application for Payment.
01026 - 2
Roselawn Cemetery Office – 1043.02
1.04 RELATED SUBMITTALS REQUIRED WITH APPLICATIONS FOR PAYMENT
A. Partial Release of Liens Affidavit: Contractor shall submit a Partial Release of Liens Affidavit
with each Application for Payment certifying payment to Subcontractors, material suppliers or
other entities having provided labor, materials and equipment related to the Work covered by
the previous Application for Payment, as specified in the General and Supplementary
Conditions.
B. Prior to acceptance of Application for Progress Payments, Contractor shall show that project
record drawings are current and up to date per Section 01720, as requested by the Architect or
Owner.
C. Prior to acceptance of Final Application for Payment, Contractor shall submit complete
operating and maintenance manuals, including all warranties, for review and acceptance by
the Architect and Owner. Refer to paragraph 1.06 below.
1.05 SUBSTANTIATING DATA FOR PROGRESS PAYMENTS
A. When the Owner requires substantiating data, Contractor shall submit suitable information
with a cover letter identifying:
1. Project name, Application number and date.
2. Detailed list of enclosures.
3. Stored materials may be submitted for payment, provided they are stored on site, in
the Subcontractor's insured facility, or in a bonded warehouse facility as of the date of
Application.
a. Submit item number and identification as shown on Application, description of
specific material.
b. Submit certificate of insurance indicating coverage of stored materials, if
requested by the Owner.
B. Submit one (1) copy of data for each copy of Application.
1.06 PREPARATION OF APPLICATION FOR FINAL PAYMENT
A. Fill in Application form as specified for progress payments.
B. Use continuation sheet for presenting the final statement of accounting as specified in Section
01700, Contract Close-Out.
1.07 SUBMITTAL PROCEDURE
A. Submit Applications for Payment to Owner within the time limitations and deadlines stipulated
in the Agreement.
B. Number: Four (4) copies of each Application, or as established with the Owner.
C. Final Certificate for Payment shall be processed only after operating and maintenance manuals
have been received, reviewed and accepted by the Owner.
END OF SECTION
01027 - 1
Roselawn Cemetery Office – 1043.02
SECTION 01027
CHANGE ORDER PROCEDURES
PART 1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. Contractor shall prepare and promptly implement Change Order procedures:
1. Provide full written data required to evaluate proposed changes in the Contract Sum or
extensions of the Contract Time.
2. Maintain detailed records of work done on a time-and-material/force-account basis.
3. Maintain detailed records of weather-related delays to substantiate claims for
additional time.
B. Designate in writing the member of Contractor's organization who is authorized to accept
changes in the work.
C. Related requirements specified elsewhere:
1. Owner-Contractor Agreement and Conditions of the Contract:
a. Methods of determining cost or credit to Owner resulting from changes in the
work made on a time-and-material basis.
b. Contractor's claims for additional costs.
c. Allowable limits for Contractor's overhead and profit.
d. Established unit prices.
2. Section 01026, Applications for Payment.
3. Section 01046, Access to Site: Designation of Owner's Principal Representative,
authorized to execute change orders.
4. Section 01310, Construction Schedules.
5. Section 01370, Schedule of Values.
6. Section 01600, Material and Equipment: Substitutions.
7. Section 01720, Project Record Documents.
1.02 DEFINITIONS
A. Change Order: See General Conditions.
B. Architect's Supplemental Instructions, standard City of Fort Collins form: A written order,
instructions or interpretations signed by Architect making minor changes in the work not
involving a change in Contract Sum or Contract Time.
C. Proposal Request, standard City of Fort Collins form: A written request by the Owner or
Architect describing proposed changes in the work and requesting change order pricing from
the Contractor, but not authorizing the work to be completed until approved in writing by the
Owner.
D. Construction Change Authorization, standard City of Fort Collins form: A written order to the
Contractor signed by Owner which amends the Contract Documents as described and authorizes
Contractor to proceed with a change which affects the Contract Sum or the Contract Time, for
inclusion in a subsequent Change Order.
1.03 PRELIMINARY PROCEDURES
A. Owner may initiate changes by submitting a Proposal Request to Contractor. Request will
include:
1. Detailed description of the change, products and location of the change in the project.
2. Supplementary or revised Drawings and Specifications.
3. The projected time span for making the change and a specific statement as to whether
overtime work is or is not authorized.
4. A specific period of time during which the requested price will be considered valid.
5. Such request is for information only and is not an instruction to execute the changes or
to stop work in progress.
01027 - 2
Roselawn Cemetery Office – 1043.02
B. Contractor may initiate changes by submitting a written notice to Owner containing:
1. Description of the proposed changes.
2. Statement of the reason for making the changes.
3. Statement of the affect on the Contract Sum and the Contract Time.
4. Statement of the affect on the work of separate contractors.
5. Documentation supporting any change in Contract Sum or Contract Time as
appropriate.
C. Changes in the work affecting construction cost and/or contract time shall not be started
without a fully executed Change Order or other written authorization from the Owner and
Architect, in accordance with the General and Supplementary Conditions.
1.04 CONSTRUCTION CHANGE AUTHORIZATION
A. In lieu of a Proposal Request, Owner may issue a Construction Change Authorization for
Contractor to proceed with a change for subsequent inclusion in a Change Order.
B. Authorization will describe changes in the work, both additions and deletions, with
attachments of revised Contract Documents to define details of the change and will designate
the method of determining any change in the Contract Sum and any change in Contract Time.
C. Owner and Architect will sign and date the Construction Change Authorization as authorization
for the Contractor to proceed with the changes.
D. Contractor will sign and date the Construction Change Authorization to indicate agreement
with the terms therein.
1.05 DOCUMENTATION OF PROPOSALS AND CLAIMS
A. Support each quotation for a lump sum proposal and for each unit price which has not
previously been established with sufficient substantiating data to allow Architect and Owner to
evaluate the quotation.
1. Labor and equipment required.
2. Materials required:
a. Recommended source of purchase and unit cost.
b. Quantities required.
3. Taxes, insurance and bonds.
4. Credit for work modified or deleted from Contract similarly documented.
5. Overhead and profit. Refer to Supplemental Conditions of the Contract for established
limits, if applicable.
6. Justification for any change in Contract Time.
B. Support each claim for additional costs and for work done on a time-and-material/force-
account basis, with documentation as required for a lump sum proposal plus additional
information:
1. Name of the Owner's authorized agent who ordered the work and date of the order.
2. Dates and times work was performed and by whom.
3. Time record, summary of hours worked and hourly rates paid.
4. Receipts and invoices for:
a. Equipment used, listing dates and times of use.
b. Products used, listing quantities.
c. Subcontracts.
C. Document requests for substitutions for products as specified in Section 01600.
D. Support each claim for additional time due to weather-related delays with the following daily
information:
1. Statement of the reason for requesting an extension to the Contract Time due to the
weather, including the materials or trades affected and the adverse effects of the
weather upon these items.
2. Weather conditions at the site of the project for each day requested.
3. Temperature in Fahrenheit at the site for each day requested.
4. Any additional information requested by the Owner.
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1.06 PREPARATION OF CHANGE ORDERS
A. Contractor shall prepare each Change Order, unless Owner or Architect is authorized to
prepare Change Orders at the Pre-Construction Conference.
B. Form: Change Order, standard City of Fort Collins form or Owner provided form.
C. Change Order will describe changes in the work, both additions and deletions, with
attachments of revised Contract Documents to define details of the change.
D. Change Order will provide an accounting of the adjustment in the Contract Sum and the
Contract Time.
1.07 LUMP SUM/FIXED PRICE CHANGE ORDER
A. Content of Change Orders will be based on either:
1. Owner's Proposal Request and Contractor's response as mutually agreed between Owner
and Contractor; or
2. Contractor's proposal for a change as recommended by Architect.
B. Owner will sign and date the Change Order as authorization for the Contractor to proceed with
the changes.
C. Contractor will sign and date the Change Order to indicate agreement with the terms therein.
1.08 UNIT PRICE CHANGE ORDER
A. Content of Change Orders will be based on either:
1. Owner's definition of the scope of the required changes.
2. Contractor's proposal for a change as recommended by Architect.
3. Survey of completed work.
B. The amounts of the unit prices to be either:
1. Those stated in the Agreement.
2. Those mutually agreed upon between Owner and Contractor.
C. When quantities of each of the items affected by the Change Order can be determined prior to
start of the work:
1. Owner will sign and date the Change Order as authorization for Contractor to proceed
with the changes.
2. Contractor will sign and date the Change Order to indicate agreement with the terms
therein.
D. When quantities of the items cannot be determined prior to start of the work:
1. Owner will issue a Construction Change Authorization directing Contractor to proceed
with the change on the basis of unit prices and will cite the applicable unit prices.
2. At completion of the change, Owner will determine the cost of such work based on the
unit prices and quantities used.
a. Contractor shall submit documentation to establish the number of units of each
item and any claims for a change in Contract Time.
3. Owner will sign and date the Change Order to establish the change in Contract Sum and
in Contract Time.
4. Owner and Contractor will sign and date the Change Order to indicate their agreement
with the terms therein.
1.09 TIME AND MATERIAL/FORCE ACCOUNT CHANGE ORDER/CONSTRUCTION CHANGE AUTHORIZATION
A. Owner will issue a Construction Change Authorization directing Contractor to proceed with the
changes.
B. At completion of the change, Contractor shall submit itemized accounting and supporting data
as provided in paragraph 1.05, Documentation of Proposals and Claims.
C. Owner will determine the allowable cost of such work as provided in General Conditions and
Supplementary Conditions.
D. Owner will sign and date the Change Order to establish the change in Contract Sum and in
Contract Time.
E. Contractor will sign and date the Change Order to indicate their agreement therein.
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F. Owner must approve in writing and on a daily basis all time and material Change Orders.
1.10 CONTRACTOR OVERHEAD AND PROFIT
A. General: Allowable limits to the Contractor's and Subcontractors' mark-ups on Change Orders
shall be as established in the General Conditions of the Contract.
1.11 CORRELATION WITH CONTRACTOR'S SUBMITTALS
A. Periodically revise Schedule of Values and Application for Payment forms to record each change
as a separate item of work and to record the adjusted Contract Sum.
B. Periodically revise the Construction Schedule to reflect each change in Contract Time.
1. Revise subschedules to show changes for other items of work affected by the changes.
C. Upon completion of work under a Change Order, enter pertinent changes in Record Documents.
END OF SECTION
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SECTION 01030
ALTERNATES
PART 1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. This section identifies each Alternate by number and describes the basic changes to be
incorporated into the work only when that Alternate is made a part of the work by specific
provisions in the Owner-Contractor Agreement.
B. Coordinate related work and modify surrounding work as required to properly integrate the
work under each Alternate for the complete construction required by the Contract Documents.
C. Related requirements specified elsewhere:
1. Bidding Documents: Method of quotation of the cost of each Alternate and the basis of
the Owner's acceptance of Alternate.
2. Owner-Contractor Agreement: Incorporation of Alternates into the work.
3. Bid Form and Bid Schedule.
4. Sections of the Specifications as listed under the respective Alternates. Referenced
Sections of Specifications stipulate pertinent requirements for products and methods to
achieve the work stipulated under each Alternate.
D. Alternates will be accepted as follows, unless otherwise modified by the General or
Supplementary Conditions to the Contract.
1. Alternates will be accepted in the order listed.
E. The Owner will consider the price quotation for each Alternate, in addition to the Base Bid, in
determining the apparent Low Bidder, unless otherwise modified by the General or
Supplementary Conditions to the Contract. Refer to Information for Bidders.
1.02 DESCRIPTION OF ALTERNATES
A. Alternate No. 1 (Add): Add gable roof element at entry.
B. Alternate No. 2 (Add): Add wood trellis at porch.
END OF SECTION
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SECTION 01040
COORDINATION
PART 1 GENERAL
1.01 COORDINATION REQUIREMENTS
A. Contractor shall be responsible for the overall coordination of all civil, architectural,
structural, plumbing, mechanical and electrical components and systems that are a part of this
project.
1. Coordinate components and systems prior to purchasing or fabricating.
2. Coordinate materials, equipment and fixtures supplied by various trades for
compatibility with the final installation.
3. Coordinate with Owner.
4. Site construction by Owner.
B. Coordinate all work included in the Construction Documents, including but not limited to the
following construction trades:
1. Demolition.
2. Earthwork, excavation and grading.
3. On-site utilities, including utilities installed by Owner.
4. Portland cement and other hard surface pavements.
5. Landscaping and site irrigation systems by Owner.
6. Cast-in-place concrete and precast concrete.
7. Rough and final carpentry.
8. Cabinetwork.
9. Building, roof and foundation insulation.
10. Roofing and flashings.
11. Doors and windows glazing systems.
12. Painting and finishing.
13. Flooring and hard surfaces.
14. Specialties and equipment.
15. Pre-engineered steel structures.
16. Mechanical, plumbing systems.
17. Electrical systems.
C. Coordinate scheduling, submittals and work of the Drawings and various Sections of
Specifications to assure efficient and orderly sequence of installation of interdependent
construction elements.
D. Coordinate and verify that utility requirement characteristics of operating equipment are
compatible with the building utilities. Interruption of utility services shall be scheduled with
and subject to the approval of the Owner seven (7) business days prior to the interruption.
E. Coordinate utility locates and utility designs with Larimer County, ELCO Water District and/or
the City of Fort Collins and other jurisdictions having authority over the project. Refer to
Section 01060.
F. Related requirements specified elsewhere:
1. General and Supplementary Conditions: Contractor's Responsibilities.
2. Section 01010, Summary of Work.
3. Section 01050, Field Engineering.
4. Section 01060, Regulatory Requirements.
5. Section 01310, Construction Schedules.
6. Section 01600, Materials and Equipment: Substitutions.
1.02 RELATED WORK BY OTHERS
A. Coordinate as required with the Owner for related work, as shown on the Drawings or specified
herein, to be performed by the Owner's own forces or by separate contract from this project.
Refer to Section 01010.
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1.02 COORDINATION OF SCHEDULES
A. Coordinate schedule of construction activity with the Owner's continued use of the facility and
site. Refer to Section 01046, Access to Site.
B. Coordinate schedule of construction activity with the Owner and other Contractors as
necessary to facilitate the related work by others described above.
1.03 COORDINATION MEETINGS
A. In addition to progress meetings specified in Section 01200, Contractor shall hold coordination
meetings and pre-installation conferences with personnel and Subcontractors to assure
coordination of work.
1.04 COORDINATION OF SUBMITTALS
A. General: Schedule and coordinate all submittals specified in Section 01340 or other Sections.
B. Coordinate work of various Sections having interdependent responsibilities for installation,
connection and start-up and controls for systems and equipment.
C. Coordinate requests for substitutions to assure compatibility of space, operating elements and
the effect on work of other Sections.
1.05 COORDINATION OF SPACE
A. Coordinate use of project space and sequence of installation of mechanical, plumbing, fire
protection and electrical work which is indicated diagrammatically on the Drawings. Follow
routing shown for pipes, ducts and conduits as closely as practicable, with due allowance for
available physical space; make runs parallel with lines of building. Utilize space efficiently to
maximize accessibility for other installations, for maintenance and for repairs.
B. In finished areas, except as otherwise shown, conceal pipes, ducts and wiring in the
construction. Coordinate locations of fixtures and outlets with finish elements.
1.06 COORDINATION OF CONTRACT CLOSEOUT
A. Coordinate completion and cleanup of work of separate Sections in preparation for Substantial
Completion.
B. Assemble and coordinate closeout submittals specified in Section 01700.
C. After Owner's occupancy of premises, coordinate access to the site by various Sections for
correction of defective work and work not in accordance with Contract Documents to minimize
the disruption of Owner's activities.
END OF SECTION
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SECTION 01041
SUPERINTENDENT
PART 1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. Contractor shall employ a competent superintendent and any necessary assistants, who shall be
in attendance at the project site during performance of the work.
B. Superintendent shall be on the jobsite to the minimum level specified herein, but in all cases
whenever a Subcontractor is working on the project.
C. Related work specified elsewhere:
1. General and Supplementary Conditions of the Contract.
2. Section 01010, Summary of Work: Contractor Qualifications.
3. Section 01040, Coordination.
4. Section 01046, Access to Site.
1.02 QUALIFICATIONS
A. Superintendent Qualification Requirements: Contractor shall employ a competent
superintendent to supervise and coordinate all construction and jobsite administration tasks for
the duration of the project.
1. Superintendent shall be a regular employee of the Contractor's firm, unless the use of a
contract employee is approved and authorized by the Owner in writing.
2. Superintendent shall have a general knowledge of the building type and type of
construction proposed for this project, and shall have successfully completed at least
one (1) project of similar size and complexity in the past five (5) years, serving in a
similar capacity.
3. Contractor shall submit a written resume, references for similar completed projects
and other supporting documents to verify the qualifications of the person(s) to be
employed as superintendent for this project, if requested by the Owner.
B. General Contractor Qualification Requirements: Refer to Section 01010, Summary of Work.
1.03 REQUIRED LEVEL OF SUPERVISION
A. Superintendent shall be present at the jobsite until Substantial Completion on a full-time basis.
1. Superintendent shall be present at the jobsite whenever a Subcontractor is working on
the project.
2. Superintendent shall be present during any municipal or utility inspection.
3. Superintendent shall be present at any scheduled or Owner-requested meeting.
B. Superintendent shall be present at the jobsite after Substantial Completion and through
project close-out as follows:
1. Superintendent need not be on-site full time during this period, except as noted below.
2. Superintendent shall be present at the jobsite when any punchlist work is being
completed.
END OF SECTION
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SECTION 01046
ACCESS TO SITE
PART 1 GENERAL
1.01 OWNER'S USE OF PREMISES
A. City of Fort Collins shall fully occupy the existing facility, parking areas and grounds during
construction of this project, except for specific areas designated strictly for use by the
Contractor as specified in paragraph 1.02.
B. It is the intent of the Owner that the Contractor not disturb the normal functions of the
complex, residents, visitors, employees, vendors, suppliers, contractors or related outside
businesses during the work of this project.
C. City of Fort Collins shall not occupy or use any portion of the building or site until Substantial
Completion of the project.
1.02 CONTRACTOR'S USE OF PREMISES
A. Contractor shall have access to the site of new construction as required for the successful
completion of the project, as arranged at the Pre-Construction Conference.
B. Site area affected by construction access, construction activities, employee parking and
material storage areas is to be minimized.
1. General limits of the site access are as shown on the site plan in the Drawings. Final
limits shall be as determined at the Pre-Construction Conference.
2. Owner's access to non-affected areas of the site shall be maintained at all times.
Employee parking areas will be maintained throughout the duration of the Project, as
determined at the Pre-Construction Conference.
C. Contractor shall assume full responsibility for the protection and safekeeping of products under
this Contract stored on the site and for completed work.
D. Noise Control: Refer to Section 01560, Temporary Controls.
E. Dust and Erosion Control: Refer to Section 01560, Temporary Controls.
F. Construction Hours: Refer to Section 01560, Temporary Controls.
G. Toilet Facilities: Refer to Section 01510, Temporary Utilities.
1.03 CONSTRUCTION STAGING
A. Contractor shall provide a staging and phasing plan for the Owner's review and approval,
including:
1. Major materials to be stored on the site.
2. Major equipment to be used in the work, with the proposed placement of this
equipment during different phases of construction.
3. Field offices, trailers and storage sheds, including those proposed by major
Subcontractors.
4. Proposed location for construction vehicle and employee parking.
5. Proposed phasing or sequencing of construction on the site.
6. Means and methods of maintaining public access through the construction to the retail
tenants, and safety barricades and/or enclosures for public sidewalks.
END OF SECTION
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SECTION 01050
FIELD ENGINEERING
PART 1 GENERAL
1.01 WORK INCLUDED
A. Provide and pay for field engineering services required for the proper execution of the work,
including but not limited to:
1. Contractor will provide all required construction staking and field engineering, not
itemized as provided by the Owner in paragraph 1.02.
2. Intermediate survey at completion of formwork for foundation structures, as specified
herein.
3. Final completion survey, as specified herein.
4. Certification survey as may be required by applicable jurisdictions or utility providers.
B. Related requirements specified elsewhere:
1. Section 01410, Testing.
2. Section 01720, Project Record Documents.
1.02 OWNER-FURNISHED INFORMATION
A. Site Survey: Site survey prepared for the Owner by the Engineer will be provided to the
Contractor for his use on this project.
1. Such data is offered solely for reference and is not to be considered a part of the Con-
tract Documents. The data contained in the document prepared for the Owner by the
Engineer is believed to be reliable; however, the Architect and Owner do not guarantee
its accuracy or completeness.
B. Architectural Site Plan Drawing or Horizontal Control Plan prepared by the Architect/Engineer.
1.03 QUALITY ASSURANCE
A. Employ a Professional Engineer or Land Surveyor licensed in the state of Colorado and
acceptable to the Owner and Architect.
B. Documentation and Records: Surveyor or Engineer shall maintain a complete and accurate log
of control and survey work as it progresses. On request of the Architect, submit
documentation to verify accuracy of field engineering work.
1. Enter all survey notes and construction stakeout cut notes into bound, hardcover field
books.
2. All survey data developed by the Contractor in performing the work shall be available
throughout the construction period.
1.04 SUBMITTALS
A. Surveyor or Engineer: Submit name and address of Surveyor or Professional Engineer to be
employed by the Contractor to Owner for approval before beginning work of this Section, if
requested by the Owner or Architect.
B. Completion Certificate: Upon completion of the work, submit to Owner a certificate signed by
the Surveyor or Engineer certifying that elevations and locations are in conformance or non-
conformance with Contract Documents. Refer to Section 01700, Contract Close-Out.
C. Final Completion Survey: Upon completion of the work, submit to the Owner a Final
Improvement Survey as specified below.
1.05 USE OF ENGINEER'S ELECTRONIC FILES
A. General: Contractor and/or Surveyor may use the Architect's and Engineers' electronic CAD
files for site and building layout, upon written request.
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B. Engineers will require a release form to be signed and returned prior to release of any
electronic files, waiving liability for any use the Contractor or Surveyor makes of the electronic
files.
PART 2 PRODUCTS
Not used.
PART 3 EXECUTION
3.01 PROJECT SURVEY REQUIREMENTS
A. Reference Points: The Owner shall set construction reference points itemized in paragraph
1.02. Immediately upon entering the project, Contractor shall locate and maintain benchmarks
and all other grades, lines, levels and dimensions. Report any errors or inconsistencies to the
Architect/Engineer before commencing work.
B. Basis for Layout: Surveyor shall reference the Architectural Site Plan or other Horizontal
Control Plan in the Drawings as the basis for the layout of the Project. Grading plans, utility
plans, or other site-related Drawings shall not be used for basic building layout, other than for
required coordination.
C. Permanent Benchmarks: Surveyor or Engineer shall establish a minimum of two (2) permanent
benchmarks on the site, referenced to data established by survey control points.
1. Benchmarks shall be referenced U.S.G.S. datum based on elevations above sea level if
required by the Owner.
D. Coordination: Surveyor shall contact all jurisdictions and/or utility providers for field locates
and temporary markings of affected utility lines prior to beginning survey work.
E. Batter Boards and Levels: Engineer or Surveyor shall stake out the building and sitework and
provide rigidly set batter boards. Such batter boards shall continue in use free to all requiring
them, but the Contractor shall remain responsible for their maintenance and accuracy. From
permanent benchmarks the engineer or surveyor shall ascertain grades and levels to the
building as needed.
F. Preservation of Monuments and Stakes: Carefully preserve all monuments, benchmarks,
property markers, reference points and stakes. In case of the destruction of these, the
Contractor will be charged with expense of replacement and shall be responsible for any
mistake or loss of time that may be caused. Permanent monuments or benchmarks which must
be removed or disturbed shall be protected until properly referenced for relocation. Furnish
materials and assistance for proper replacement of such monuments or benchmarks.
G. Layout and Control: Surveyor or Engineer shall establish lines and levels, locate and layout by
instrumentation and similar means the stakes for finish grading. He shall set control stakes and
shall reset stakes as required during progress of the work.
H. Construction Staking: Contractor shall provide construction stakes for the following:
1. Double offset stakes on building slab corners for horizontal and vertical alignment.
2. Sanitary and storm sewer lines as follows: The first 100' from any junction shall be
stationed every 25'. From 100' on, stationing will be every 100'. Cut sheets shall be
provided. Sewer services shall be staked with convenient offsets.
3. Water lines shall be staked on centerline at all fittings and angle points and any other
points necessary for establishing the line. Water service will be staked with 5' offsets.
4. Any other stakes necessary for the correct alignment of building structures or
components.
3.02 INTERMEDIATE SURVEY REQUIREMENTS
A. Intermediate Survey: Upon completion of formwork for foundation structures, but prior to
placement of cast-in-place concrete, Surveyor shall perform an intermediate survey to verify
building placement in relation to required setbacks and new or existing easements or rights-of-
way. Submit three (3) copies to the Owner.
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1. Comply with any other requirements of the Owner's lender for this survey work.
3.03 CERTIFICATION SURVEY REQUIREMENTS
A. Certification Survey: Upon completion of sitework, the Surveyor shall perform a certification
survey if required by the City of Fort Collins or other jurisdictions or utility providers, including
submittal of properly formatted drawings or other documentation to these authorities. Submit
three (3) copies to the Owner. Certification surveys may be required for, but are not limited
to:
1. Storm drainage facilities, including detention pond construction.
2. Water line improvements.
3. Sanitary sewer line improvements.
4. Retaining wall construction adjacent to property lines or public rights-of-way.
3.04 FINAL COMPLETION SURVEY REQUIREMENTS
A. Final Improvement Survey: Upon completion of the work, the surveyor or engineer shall
perform a final improvement survey of the as-constructed conditions, including but not limited
to, required reference points, above-ground structures and other improvements, below-ground
structures and utilities, and final topography. Submit three (3) copies to the Owner.
END OF SECTION
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SECTION 01060
REGULATORY REQUIREMENTS
PART 1 GENERAL
1.01 APPROVAL AND RECOMMENDATION AGENCIES
A. Larimer County/City of Fort Collins has jurisdiction for review and approval of the project,
including but not limited to, the following departments:
1. Planning and Zoning.
2. Building Inspection.
3. Engineering and Traffic Engineering.
4. Stormwater Utility.
5. Electric Utility.
B. Other entities having jurisdiction of this project, include but are not limited to:
1. Water/Wastewater Utility.
2. Poudre Fire Authority.
C. Codes which have been adopted by Larimer County applicable to the project include, but may
not be limited to:
1. International Building Code, 2009 Edition (with local amendments).
2. International Fire Code, 2009 Edition.
3. International Energy Conservation Code, 2009 Edition.
4. International Plumbing Code, 2009 Edition.
5. International Mechanical Code, 2009 Edition.
6. NFPA-1, Fire Code, Current Edition, where applicable.
7. NFPA 101, Life Safety Code, Current Edition, where applicable.
8. National Electrical Code, 2011 Edition.
9. ANSI A117.1, American National Standards Institute Specifications for Making Buildings
and Facilities Accessible to and Usable by Physically Handicapped People, Current
Edition.
10. Americans with Disabilities Act, provisions for accessibility by physically handicapped
people, 1990.
11. Miscellaneous health and safety codes and standards applied by the State of Colorado
Department of Public Health and Environment.
12. Any other local, state or federal codes which are applicable.
13. In case of a conflict between referenced applicable codes, the one having the more
stringent requirements shall govern.
D. Related requirements or conditions specified elsewhere:
1. Section 01400, Quality Control: Quality control workmanship standards.
2. Section 01600, Material and Equipment: Quality of materials and equipment to be
installed in the work.
1.02 SERVICES AND UTILITIES
A. Utility services are provided to the area of the project by the following jurisdictions:
1. Water: ELCO Water District.
2. Sanitary Sewer: ELCO Water District.
3. Stormwater Drainage: Larimer County.
4. Natural Gas: Xcel Energy.
5. Telephone: Qwest.
6. Cable Television: Comcast.
7. Electric: City of Fort Collins.
8. Fiber Optics: City of Fort Collins.
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B. Specific on- and off-site utility extensions and service lines are shown on the Drawings, except:
1. Natural gas.
2. Telephone.
3. Cable television.
C. Contractor shall be responsible for coordinating the work of these outside utility providers, as
well as the coordination of these utilities with those shown on the Drawings. Refer to Section
01040.
1.03 COMPLIANCE WITH APPLICABLE LAWS
A. In addition to any applicable regulations referenced elsewhere, all Contractors shall strictly
adhere to all applicable federal and state laws, orders, and all applicable standards,
regulations, interpretations or guidelines issued pursuant thereto, including but not limited to:
1. National Environmental Policy Act of 1969, as amended, and the implementing
regulations of HUD and of the Council on Environmental Quality providing for
establishment of national policy, goals, and procedures for protecting, restoring and
enhancing environmental quality.
2. The Clean Air Act of 1970 as amended, requiring that federal assistance will not be
given and that license or permit will not be issued to any activity not conforming to the
State implementation plan for national primary and secondary ambient air quality
standards.
3. Federal Lead-Based Paint Renovation, Repair and Painting Program, requiring the
certification of contractors that perform renovation or repair work on structures built
before 1978 to follow specific work practices to prevent lead contamination. This law
applies where more than six (6) sq. ft. of interior painted surfaces, or twenty (20) sq.
ft. of exterior painted surfaces, are being disturbed in housing, child care facilities and
schools.
4. Copeland "Anti-Kickback" Act of 1934 prohibiting and prescribing penalties for
"kickbacks" of wages in federally-financed or assisted construction activities.
5. The Lead-Based Paint Poisoning Prevention Act - Title IV prohibiting the use of lead-
based paint in residential structures constructed or rehabilitated with federal
assistance, and requiring notification to purchasers and tenants of such housing of the
hazards of lead-based paint and of the symptoms and treatment of lead-based paint
poisoning.
6. Section 109 of the Housing and Community Development Act of 1974, as amended,
providing that no person shall be excluded from participation (including employment),
denied program benefits or subjected to discrimination on the basis of race, color,
national origin or sex under any program or activity funded in whole or in part under
Title I (Community Development) of the Act.
7. Title VI of the Civil Rights Act of 1964 prohibiting discrimination on the basis of race,
color, religion or religious affiliation, or national origin in any program or activity
receiving federal financial assistance.
1.04 HANDICAPPED ACCESSIBILITY
A. Construction shall be in substantial compliance with the requirements of the American National
Standards Institute Specifications for Making Buildings and Facilities Accessible to and Usable
by Physically Handicapped People, ANSI A117.1, Current Edition, and the Americans with
Disabilities Act, 1990.
1.05 SAFETY OF LIFE, HEALTH AND PUBLIC WELFARE
A. Contractor shall have sole responsibility for compliance on the job site with all applicable
portions of the Williams-Steiger Occupational Safety and Health Act (OSHA) and compliance
with the Equal Employment Opportunity Act (EEO).
1. Contractor shall fully comply with OSHA requirements for maintaining Material Safety
Data Sheets (MSDS) on the site.
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B. Protection of life, health and public welfare as it relates to construction of the project is the
responsibility of the Contractor. The Owner will not provide observation, inspection,
supervision or any comment on plans, procedures or actions employed at the project as they
relate to safety of life, health or public welfare. If conditions are imposed by the Owner which
interfere with or imply actions detrimental to safety, written notice shall be returned to the
Contractor for action prior to affecting any unsafe conditions.
C. The Architect shall not have control or charge of, and shall not be responsible for, construction
means, methods, techniques, sequences or procedures for safety precautions and programs in
connection with the work, for the acts or omissions of the Contractor, subcontractors or any
other persons performing any of the work or for the failure of any of them to carry out the
work in accordance with the Contract Documents.
D. The Architect shall have no responsibility for the discovery, presence, handling, removal or
disposal of or exposure of persons to hazardous materials in any form at the project site,
including but not limited to asbestos, asbestos products, lead-based paint, polychlorinated
biphenyl (PCB) or other toxic substances.
1.06 LICENSES
A. Refer to General and Supplementary Conditions.
B. Contractor shall be responsible for meeting all contractor licensing requirements for Larimer
County, including testing and fees as applicable. Contractor shall acquire and maintain all
required licenses for the duration of the Project.
C. Contractor shall acquire and maintain all specialty construction licenses required by the
jurisdiction with authority over the Project.
1.07 PERMITS AND FEES
A. General: Refer to General and Supplementary Conditions.
B. Owner shall be responsible for the following permits and fees required by the regulatory
agencies referenced above:
1. Plan review fees, including fees assessed by Poudre Fire Authority.
2. Building permit fees.
C. Contractor shall be responsible for all permits, fees and inspections required by the regulatory
agencies referenced above, including but not limited to:
1. Subcontractor fees.
D. Tax Exempt Projects: The City of Fort Collins is a tax exempt entity, and therefore no sales or
use taxes should be included in the Bid.
E. Owner shall be responsible for the following permits, fees and inspections required by the
regulatory agencies referenced above, including but not limited to:
1. Plan review fees.
2. Building permit fees.
3. Capital expansion fees, utility impact and plant investment fees, and other
development fees.
4. Utility tap and meter fees.
F. The Contractor shall be responsible for applying for, and acquiring, all building permits,
inspections and any other permits required for the construction of this project.
END OF SECTION
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SECTION 01200
PROJECT MEETINGS
PART 1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. Owner shall schedule and administer Pre-Bid and Pre-Construction Conferences.
B. Contractor shall schedule and administer periodic O/C (Owner/Contractor) progress meetings and
specially called meetings throughout progress of the work.
1. Prepare agenda for meetings and conduct meetings.
2. Record the minutes, including significant proceedings and decisions.
3. Reproduce and distribute copies of minutes within five (5) days after each meeting to all
participants in the meeting and parties affected by decisions made at the meeting.
4. Prepare and regularly update an "open items" list to document and track required
decisions and pending changes.
C. Contractor shall schedule and administer pre-installation conferences and other meetings with
subcontractors, suppliers and manufacturer's technical representatives throughout progress of the
work.
D. Representatives of contractors, subcontractors and suppliers attending meetings shall be
qualified and authorized to act on behalf of the entity each represents.
E. Owner's representative will attend meetings to ascertain that work is expedited consistent with
Contract Documents and construction schedules.
1.02 PRE-CONSTRUCTION MEETING
A. Owner shall schedule and administer the Pre-Construction Conference within five (5) working
days after the date of Notice to Proceed.
B. Location: A central site, convenient for all parties, designated by the Owner.
C. Attendance:
1. Owner's principal representative.
2. Contractor's project manager and superintendent.
3. Major subcontractors.
D. Agenda:
1. Distribution and discussion of:
a. List of major subcontractors.
b. Project construction schedules.
c. Schedule of Values.
d. Contractor's staging plan.
2. Critical work sequencing.
3. Major equipment deliveries and priorities.
4. Project coordination.
a. Designation of responsible personnel.
5. Procedures and processing of:
a. Field decisions.
b. Proposal requests.
c. Submittals, shop drawings and samples.
d. Change Orders.
e. Applications for Payment.
6. Distribution of Contract Documents.
7. Procedures for maintaining Record Documents.
8. Use of premises:
a. Field office, work and storage areas.
b. Owner's use of site and grounds.
9. Construction facilities, controls and construction aids.
10. Temporary utilities.
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11. Safety and first-aid procedures.
12. Security procedures and temporary site or building fencing and enclosures.
13. Periodic cleaning procedures.
14. Pending changes and substitutions by Change Order.
15. Installation of project sign.
1.03 O/C PROGRESS MEETINGS
A. Contractor shall schedule and administer regular meetings as determined at the Pre-Construction
Conference and specially called meetings as required by progress of the work.
B. Location of the Meetings: As designated by Contractor and coordinated with the Owner's
principal representative, normally the Contractor's field office.
C. Attendance:
1. Contractor's project manager and on-site superintendent.
2. Owner's principal representative.
3. Subcontractors as appropriate to the agenda.
4. Others as appropriate.
D. Suggested Agenda:
1. Review of work progress since previous meeting.
2. Field observations, problems and conflicts.
3. Review of off-site fabrication and delivery schedules.
4. Revisions to the construction schedule.
5. Progress and schedule during succeeding work period.
6. Review submittal schedules and expedite as required.
7. Maintenance of quality standards.
8. Pending changes and substitutions, with review of the proposed changes for:
a. Effect on construction schedule and completion date.
b. Effect on other contracts of the Project.
9. Review of Contractor's application for progress/final payment.
10. Walk-through observation of the work in progress by the Owner's representative,
Architect and his consultants, as necessary, and General Contractor. Subcontractors will
only be involved in these walk-throughs as requested by the Owner or Architect.
1.04 PRE-INSTALLATION MEETINGS
A. Contractor shall schedule and administer pre-installation conferences and other meetings with
subcontractors, suppliers and manufacturer's technical representatives throughout progress of the
work.
B. Attendance:
1. Owner's representative.
2. Contractor's project manager and on-site superintendent.
C. Suggested Agenda: As determined by Contractor.
END OF SECTION
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SECTION 01310
CONSTRUCTION SCHEDULES
PART 1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. Contractor shall prepare and submit to the Owner estimated construction progress schedules
for the work with subschedules of related activities which are essential to its progress.
B. Submit revised progress schedules periodically.
C. Related requirements specified elsewhere:
1. General and Supplementary Conditions, and Conditions of the Contract: Liquidated
damages, if applicable.
2. Section 01027, Change Order Procedures: Requirements for documenting requests for
time extensions due to weather.
3. Section 01040, Coordination.
4. Section 01200, Project Meetings.
5. Section 01340, Shop Drawings, Product Data and Samples.
6. Section 01700, Contract Close-Out.
1.02 FORM OF SCHEDULES
A. Type: Schedules will be computer generated, using "critical path" software subject to approval
by the Owner and Architect.
1. Software shall indicate intermediate and final completion milestones.
2. Software shall indicate product data and shop drawing submittal dates, and indicate
required ordering dates for long lead-time items.
3. Software shall be capable of automatically adjusting critical path entries.
B. Prepare schedules in a continuous flow, both daily and weekly formats.
1. Provide separate horizontal bar for each trade, supplier or subcontractor.
2. Horizontal Time Scale: Identify the first workday of each week.
3. Minimum Size: 8-1/2" x 11".
C. Format of Listing: Table of Contents of this project manual as a minimum.
D. Format of Scheduling: Chronological order of the start of each item of work, using "critical
path" method.
E. Identification of Listings: By major Specification Section numbers as a minimum.
1. Listings shall be complete enough to include each item of work that is sizable enough
to affect either the start of, or completion of, other areas of the work.
1.03 CONTENT OF SCHEDULES
A. Construction Progress Schedule:
1. Indicate the complete sequence of construction by activity.
2. Indicate the dates for the beginning and completion of each major element of
construction.
3. Indicate critical intermediate and final completion milestone dates.
4. Indicate product data and shop drawing submittal dates, and required ordering dates
for long lead-time items.
5. Indicate substantial completion, punch list completion, final completion and contract
close-out dates.
B. Final Completion Schedule: Contractor shall update the latest progress schedule through
contract close-out.
C. Float Time: The Contractor and Owner hereby agree that "float" time designed into the
schedule is an asset to the Project, and not for the exclusive use or benefit of the Contractor
or the Owner, unless otherwise specified in the General and Supplementary Conditions.
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D. Nothing in these requirements shall be deemed to be a usurpation of the Contractor's authority
and responsibility to plan and schedule the work as he sees fit, subject to all other
requirements of the Contract Documents.
1.04 SUBMISSIONS
A. Submit initial construction schedule within fifteen (15) days after Award of Contract.
1. Owner will review schedules and return review copy within ten (10) days after receipt,
if modifications are required.
2. If required, resubmit within seven (7) days after return of review copy.
B. Submit revised progress schedules with each Application for Payment indicating actual work
progress in comparison to scheduled progress.
C. Revised schedules shall be reviewed at each normally scheduled O/A/C progress meeting, as
set forth in Section 01200.
D. Submit final schedule with contract close-out documentation.
E. Claims for Weather-Related Contract Time Extensions: Refer to Section 01027 and General and
Supplementary Conditions.
F. Claims for Other Delays: Refer to General and Supplementary Conditions.
1.05 DISTRIBUTION OF SCHEDULES
A. Distribute copies of the reviewed schedules to:
1. Jobsite file.
2. Owner's representative(s).
3. Architect.
4. Other concerned parties.
B. Instruct recipients to report promptly to the Contractor in writing any problems anticipated by
the projections shown in the schedules.
END OF SECTION
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SECTION 01340
SHOP DRAWINGS, PRODUCT DATA AND SAMPLES
PART 1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. Contractor shall coordinate and submit shop drawings, product data, samples and other
submittals required by the Contract Documents.
B. Contractor shall review and approve shop drawings and submittals prior to transmittal to the
Architect and Owner.
C. Requirements and restrictions on resubmittals.
D. Requirements for paper and/or electronic submittals.
E. Related requirements specified elsewhere:
1. Conditions of the Contract: Definitions and additional responsibilities of parties.
2. Section 01040, Coordination.
3. Section 01200, Project Meetings.
4. Section 01310, Construction Schedules.
5. Section 01540, Erosion and Sedimentation Controls: Submittal requirements.
6. Section 01714, Construction Waste Management: Submittal requirements.
7. Section 01720, Project Record Documents.
1.02 SHOP DRAWINGS
A. Shop Drawings: Drawings shall be presented in a clear and thorough manner, with sufficient
detail and completeness to clearly illustrate all conditions of the specific installation.
1. Details shall be identified by reference to sheet and detail, schedule or room numbers
shown on Contract Drawings.
2. Shop drawings shall be returned unreviewed if, in the opinion of the Architect or
consultants, the drawings lack sufficient completeness or clarity to allow their review.
B. Sheet Size: All shop drawings shall be 8-1/2" x 11", 11" x 17" or 24" x 36", except as restricted
in paragraph 1.07 for electronic submittals.
C. Quantity and Format: Unless otherwise directed by the Architect, provide four (4) reproducible
and three (3) prints or copies, including one (1) set for the Owner's records.
D. Cover Sheet: Each copy shall contain the Shop Drawing Identification Form, located at the end
of this Section.
E. Electronic Submittals: Refer to paragraphs 1.07 and 1.08 below.
1.03 PRODUCT DATA
A. Preparation:
1. Clearly mark each copy to identify pertinent products or models.
2. Show performance characteristics and capacities.
3. Show dimensions and clearances required.
4. Show wiring or piping diagrams and controls.
B. Manufacturer's standard schematic drawings and diagrams:
1. Modify drawings and diagrams to delete information which is not applicable to the
work.
2. Supplement standard information to provide information specifically applicable to the
work.
C. Quantity and Format: Unless otherwise directed by the Architect, provide four (4) complete
sets, including one (1) set for the Owner's records.
D. Electronic Submittals: Refer to paragraph 1.07 below.
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1.04 SAMPLES
A. Office samples shall be of sufficient size and quantity to clearly illustrate:
1. Functional characteristics of the product with integral related parts and attachment
devices.
2. Full range of color, textures and pattern.
B. Contractor shall coordinate and submit all samples requiring finish, texture or color selection
by the Owner so that these materials may be reviewed by the Architect as a complete package.
The Owner reserves the right to withhold finish and color selections until all such samples have
been submitted.
C. Refer to paragraph 1.13 below for requirements related to return of approved samples.
1.05 CONTRACTOR RESPONSIBILITIES
A. Contractor shall prepare and submit to the Owner a log of shop drawing, product data and
sample submittals, indicating schedules for submission and review of individual products or
equipment.
B. Contractor shall coordinate and make submittals promptly, in accordance with the approved
submittal schedule. The Owner shall not be responsible for delays in the work caused by the
Contractor's failure to make submittals in a timely manner, the completeness and/or accuracy
of such submittals, or failure to allow adequate time for review of submittals by the Architect
or his professional consultants.
C. Contractor shall review and approve shop drawings, product data and samples prior to
submission to Owner. Contractor shall determine and verify:
1. Quantities.
2. Field measurements and construction criteria.
3. Conformance with specified finishes and color selections.
4. Field construction criteria.
5. Catalog numbers and similar data.
6. Warranty coverages.
7. Conformance to requirements of Specifications.
8. Completeness of submittal and compliance with the requirements of this Section.
D. Coordinate each submittal with requirements of the work and of the Contract Documents.
Contractor shall coordinate submittals between related items of work prior to purchasing or
fabricating.
E. Review of shop drawings and submittals by the Architect/Engineer is only for general
conformance with design intent of the project and general compliance with the information
given in the Contract Documents. Contractor shall be responsible for meeting all requirements
of the Drawings and/or Specifications.
1. Contractor's review "stamp" language shall not waive or alter this responsibility.
F. Notify the Owner in writing at time of submission of any deviations in the submittals from
requirements of the Contract Documents. The Contractor must submit in writing any requests
for modifications to the Drawings and Specifications. Shop drawings submitted to the Owner
for this review do not constitute "in writing" unless it is noted that specific changes are being
requested. Changes by means of shop drawings become the sole responsibility of the
Contractor.
G. Electronic Submittals: Refer to paragraphs 1.07 and 1.08 below.
H. Begin no fabrication or work which requires submittals until return of submittals with Owner
approval.
1.06 SUBMISSION REQUIREMENTS
A. Make submittals promptly, in accordance with approved schedule and in such sequence as to
cause no delay in the work or in the work of any other Contractor.
B. Number of submittals required:
1. Shop Drawings: As specified in paragraph 1.02.C.
2. Product Data: As specified in paragraph 1.03.C.
3. Samples: Submit one sample or set of samples of each item requested.
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4. Construction Waste Management Plan: As specified in Section 01714.
5. The Owner reserves the right to withhold review and approval of submittals until all
required copies have been furnished.
C. Submittals shall contain the following information, to be completed on the attached Shop
Drawing Identification Form:
1. Date of submission and the dates of any previous submissions.
2. Project title and number.
3. Names of:
a. Contractor.
b. Supplier or Subcontractor.
4. Field dimensions clearly identified as such.
5. Relation to adjacent or critical features of the work or materials.
6. Applicable standards such as UL, ASTM or Federal Specification numbers.
7. Identification of any deviations from Contract Documents.
8. Certification signatures and Contractor's stamp, initialed or signed, certifying to review
of submittal, verification of products, field measurements and field construction
criteria and coordination of the information within the submittal with requirements of
the work and of the Contract Documents.
D. Submittals for design/build systems, as specified in these Specifications or indicated on the
Drawings, shall include the stamp and signature of the Professional Engineer/Architect
registered in the State of Colorado who prepared the design and construction documents.
1.07 ELECTRONIC SUBMITTALS
A. General: Contractor and/or Subcontractors may submit product data and shop drawings
electronically to the Architect, upon written request.
B. Electronic submittals shall conform to the same content, clarity, format, completeness and
other requirements as specified above for paper submittals, except as follows:
1. Quantity: One (1) electronic submittal.
2. Sheet Size for Submittals: 24" x 48" maximum.
3. Clarity: Architect/Engineer reserves the right to reject electronic submittals if they
are illegible when printed.
C. Submittals requiring color and/or finish selections will not be accepted electronically.
Separate color and/or finish samples or selection sheets shall be submitted separately from the
electronic product data submittal.
D. Contractor's Responsibility: Since scans of electronic shop drawings and product data
submittals will only be made in black and white, the Contractor shall assume full responsibility
for ensuring that Architect/Engineer modifications are accurately translated into the
fabrication and construction process.
1.08 USE OF ARCHITECT'S AND ENGINEER'S ELECTRONIC FILES
A. General: Contractor and/or Subcontractors may use the Architect's and Engineers' electronic
CAD files for preparation of shop drawing submittals, upon written request.
B. Architect and Engineers will require a release form to be signed and returned prior to release
of any electronic files, waiving liability for any use the Contractor or Subcontractor makes of
the electronic files.
1.09 OWNER RESPONSIBILITIES
A. Upon receipt, Owner shall evaluate submittals for completeness, conformance to requirements
of the Specifications, and to verify that Contractor has reviewed and approved the submittal.
If the Owner determines that the submittal is incomplete or has not been properly reviewed
and approved by the Contractor, the submittal shall be returned to the Contractor without
further review. Also refer to paragraph 1.05.C.
B. Owner shall then distribute submittals to his consultants as applicable.
C. Owner and consultants shall review submittals in a timely manner, in accordance with the
requirements of General and Supplementary Conditions, but shall require a minimum of ten
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(10) working days for review.
D. Owner's and Consultant's review shall be for general compliance with the requirements of the
Contract Documents. This review shall not include:
1. Verification of field measurements.
2. Verification of quantities.
3. Material Safety Data Sheets (MSDS).
E. Owner shall return submittals to the Contractor, with stamp indicating approval, rejection,
required revisions, or description of requirements for resubmittal, if applicable.
1. Owner shall not return more than two (2) copies of submittals to the Contractor.
F. Unless the Owner and/or representative has required that a submittal be resubmitted, the
Owner shall review each product submittal or shop drawing only once. Also refer to paragraph
1.11 below.
G. Owner shall retain one (1) copy of submittals.
1.10 REQUIRED SHOP DRAWING, PRODUCT DATA AND SAMPLE SUBMISSIONS
A. Provide complete information for products specified in individual Sections of these
Specifications.
1.11 RESUBMISSION REQUIREMENTS
A. General: If, after initial review by the Owner or representative, a submittal is required to be
resubmitted by the Owner, the Contractor shall make any corrections or changes in the
submittals required by the Owner and resubmit until approved. Resubmittals may be required
for the following reasons:
1. Incomplete or unclear submittals, or submittals which have not first been reviewed and
approved by the Contractor.
2. Lack of required number of copies of product data or shop drawings.
3. Lack of Professional stamp and signature where required for design/build systems.
4. Extent of the revisions necessary in the submittal to meet the design intent and to be
properly reviewed.
5. Materials and/or fabrication details that do not meet the design or technical
requirements of the specifications.
6. All color and/or finish selections have not been submitted as a complete package.
B. Shop Drawing and Product Data: Revise initial drawings or data and resubmit as specified for
the initial submittal. Identify any revisions made.
C. Samples: Submit new samples as required for initial submittal.
1.12 DISTRIBUTION REQUIREMENTS
A. Contractor shall distribute reproductions of shop drawings and copies of product data which
carry the Owner stamp of review to:
1. Job site file.
2. Record Documents file.
3. Subcontractors.
4. Supplier or fabricator.
1.13 RETURN OF SUBMITTALS
A. Samples: If samples submitted for approval in compliance with paragraph 1.04 above are to be
returned, Contractor shall indicate this requirement with the sample submittal information.
B. Upon approval of such sample(s), Contractor shall be responsible for picking them up at the
Owner's office. If requested, the Owner shall arrange for shipping them back to the supplier or
manufacturer, upon receipt of shipping fees in advance or upon receipt of the Contractor's
shipping account number.
END OF SECTION
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SECTION 01370
SCHEDULE OF VALUES
PART 1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. Contractor shall submit to the Owner a Schedule of Values allocated to the various portions of
the work. Upon request of the Architect, support the values with data which will substantiate
their correctness.
B. Schedule of Values shall be used only as the basis for the Contractor's Applications for
Payment.
C. Related requirements specified elsewhere:
1. Conditions of the Contract.
2. Section 01026, Application for Payment.
1.02 FORM AND CONTENT OF SCHEDULE OF VALUES
A. Schedule of Values shall be submitted to the Owner within fifteen (15) days of Award of
Contract.
B. Format: Contractor's standard forms or computer printouts. Identify schedule with:
1. Title of project and location.
2. Owner and project number.
3. Name and address of Contractor.
4. Contract designation.
5. Date of submission.
C. Schedule shall list the installed value of the component parts of the work in sufficient detail to
serve as a basis for computing values for progress payments during construction.
1. List separately the costs associated with the materials and labor for each component
part of the work.
D. Contractor may include additional listings at their option.
1. Identify each line item with the number and title of the respective major portion of
work.
2. Contractor’s overhead and profit shall be listed as a separate line item.
3. Contractor's contingency, if required by the General or Supplementary Conditions, shall
be listed as a separate line item.
4. Mechanical and Electrical: Provide separate line items for rough-in and finish work for
all plumbing, mechanical and electrical work.
E. For each major line item, list subvalues of major products or operations under the item.
F. The sum of all values listed in the schedule shall equal the total Contract Sum.
END OF SECTION
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SECTION 01400
QUALITY CONTROL
PART 1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. General quality control of the materials, equipment and labor for the project.
B. Manufacturer's field services, support, and testing requirements.
C. Related requirements specified elsewhere:
1. Section 01060, Regulatory Requirements: Minimum Building Code standards and
applicable laws.
2. Section 01600, Materials and Equipment: Quality of materials and equipment to be
installed in the work.
1.02 QUALITY ASSURANCE
A. Manufacturers: Where two or more units of the same class of fixture or equipment are
required, these shall be the products of a single manufacturer. However, the component parts
of the system need not be the products of the same manufacturer, unless otherwise specified.
B. Design Criteria:
1. Design equipment for operations at an elevation of 4,900 feet above mean sea level.
2. Coordinate details of the equipment with other related parts of the work, including
verification that all structures, piping, wiring and equipment components are
compatible.
3. Design equipment to operate under all conditions of load without objectionable sound
or vibration. Sounds or vibrations noticeable outside of room in which equipment is
installed, or annoying sounds or vibrations noticeable inside room, will be considered
objectionable. Correct conditions considered objectionable to Owner by means of
approved vibration eliminators or by replacing equipment at Owner's option.
4. Nameplates: Provide a permanent operational data nameplate on each item of power-
operated equipment indicating the manufacturer, product name, model number, serial
number, speed, capacity, power characteristics, labels of tested compliances and
similar essential operating data. Locate nameplates in easily read locations.
C. Design underground piping systems, joints, couplings, valves, vaults and other appurtenances
to function under all conditions of load to be encountered on the site, including but not limited
to:
1. Soils conditions, including expansion and contraction.
2. Water table conditions.
1.03 QUALITY CONTROL AND WORKMANSHIP STANDARDS
A. Maintain quality control over suppliers, manufacturers, products, services, site conditions and
workmanship to produce work of specified quality.
B. Comply with industry standards, except when more restrictive tolerances or specified
requirements indicate more rigid standards or more precise workmanship.
C. Comply with applicable Building Codes, except when specified materials, equipment, systems,
tolerances or workmanship requirements indicate more rigid or restrictive standards.
1. Applicable codes are considered to be only minimum standards.
D. Contractor and Subcontractor Qualifications: Perform work by persons qualified to produce
workmanship of specified quality.
1. Subcontractors shall be certified by the manufacturer as an approved installer, when
specified in specific Sections.
2. Refer to Sections 01010 and 01041 for other qualification requirements.
E. Secure products in place with positive anchorage devices designed for the appropriate loads
and sized to withstand stresses, vibration and racking.
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1.04 MANUFACTURER'S INSTRUCTIONS
A. When required by individual Specifications section, submit manufacturer's printed instructions
in the quantity specified for delivery, storage, assembly, installation, startup, adjusting and
finishing.
B. Comply with manufacturer's instructions in full detail. Include each step in sequence. Should
instructions conflict with Contract Documents, request clarification from Architect/Engineer
before proceeding.
C. When required by individual Specification section, submit manufacturer's written maintenance
instructions for the Owner's use after occupancy.
1.05 MANUFACTURER'S CERTIFICATES
A. When required by individual Specifications section, submit manufacturer's certificate, in
duplicate, that products meet or exceed specified requirements.
1.06 MANUFACTURERS' FIELD SERVICES
A. When specified in respective Specifications section, require supplier and manufacturer to
provide qualified personnel to observe field conditions, installation and workmanship, startup,
testing and balancing of equipment as applicable and to make appropriate recommendations.
B. Representative shall submit written report to Owner listing observations and recommendations.
END OF SECTION
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SECTION 01410
TESTING
PART 1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. Materials testing by an independent, approved testing laboratory including, but not limited to:
1. Concrete testing.
2. Compaction testing.
3. Asphalt paving testing.
B. Related work specified elsewhere:
1. Section 01060, Regulatory Requirements.
1.02 WORK BY SEPARATE CONTRACT
A. Owner shall provide any applicable project or building inspection services as required by
Chapter 17 of the International Building Code (IBC), current edition, by separate contract. The
Architect and Engineers will not provide these services. Refer to Section 01010, Summary of
Work, paragraph 1.06 Work by Others.
1.03 RELATED REQUIREMENTS
A. Data on subsurface conditions as described in the attached Geotechnical Investigation Report
by CTL Thompson dated November 2010, is not intended as representation or warranty of
accuracy or continuity between said borings. Data is available for inspection at the office of
the Architect or upon request of the General Contractor. The Owner will not be responsible for
interpretations or conclusions drawn therefrom.
1.04 ACCESS TO SITE AND NOTIFICATION REQUIREMENTS
A. Testing laboratory will be allowed access to the site as required in the performance of their
work. Contractor shall provide testing laboratory at least 48 hours notice prior to time testing
is required prior to the next phase of work.
B. Asphalt Paving: Testing laboratory will be allowed access to the mixing plant for verification of
weights or proportions, character of materials used and determination of temperatures used in
the preparation of asphalt concrete mix.
1.05 TESTING REQUIREMENTS
A. Open-Hole Inspection: Soils Engineer shall perform an open-hole inspection for each building
site within the project to verify the findings of the above-referenced Geotechnical
Investigation Report, prior to placement of any foundation structures, footings or piers.
1. Notify the Owner at the completion of excavation, prior to placement of any formwork.
Contractor shall be responsible for notification of the Soils Engineer.
2. Do not proceed with formwork or foundation construction until results have been
verified.
B. Concrete:
1. Inspection and testing of concrete mix will be performed by an independent testing
agent recommended by the Contractor and approved by the Owner.
2. Submit proposed concrete mix design to inspection and testing firm and Owner for
review prior to commencement of work.
3. Test cylinders shall be taken and materials tested in accordance with requirements of
Section 03300.
4. If tests indicate that materials do not meet specified requirements, remove defective
work, replace and retest at no additional cost to Owner.
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C. Compaction at Foundations, Building Slabs and Utility Trenches:
1. Inspection and testing of compacted fill materials shall be performed by an
independent testing agent approved by the Owner.
2. Notify the Owner at completion of each phase of excavation prior to placement of
backfill of all foundations and utility trenches.
3. When work of this Section or portions of work are completed, notify the testing
laboratory to perform density test. Do not proceed with additional portions of work
until results have been verified.
4. If tests indicate that compacted materials do not meet specified requirements, remove
defective work, replace and retest at no additional cost to Owner.
D. Concrete Paving:
1. Inspection and testing of pavement mix and testing of placed stabilizing base course
shall be performed by an independent testing laboratory approved by the Owner.
2. When and if required, the testing laboratory will perform laboratory tests on proposed
asphalt pavement mix to determine conformity with requirements.
3. The testing laboratory will perform one (1) series of compaction tests for stabilizing
base course and for asphalt pavement.
4. When stabilizing base course or portion thereof has been placed and compacted in
accordance with requirements, notify the testing laboratory to perform density tests.
Do not place asphalt pavement until results have been verified and base course
installation approved.
5. Test results shall include:
a. Type of sub-base.
b. Depth and density of base.
c. Depth and density of paving.
d. Compliance with Specifications in materials used.
6. If tests indicate that materials do not meet specified requirements, remove defective
work, replace and retest at no additional cost to Owner.
E. Structural Concrete Unit Masonry Testing:
1. Inspection and testing of structural concrete unit masonry shall be performed by an
independent testing laboratory recommended by the Contractor and approved by the
Owner.
2. Test structural concrete unit masonry materials in accordance with the requirements of
Section 04220.
3. If tests indicate that materials do not meet specified requirements, remove defective
work, replace and retest at no additional cost to Owner.
F. Contractor shall conduct the following tests as required by local jurisdiction with authority over
the installation and testing of utility systems.
1. Pipe alignment tests.
2. Sewer infiltration tests.
3. Sewer exfiltration or air tests.
4. Pressure and leakage tests.
1.06 TESTING FEES
A. Fees for required materials testing will be paid for by the Owner as provided in the General
and Supplementary Conditions.
B. Fees for additional testing required due to improper performance of the work will be paid by
the Contractor.
1.07 TESTING RESULTS
A. Testing laboratory shall furnish copies of the required test results to the following:
1. Owner's representative.
2. Structural Engineer for open-hole inspection, concrete.
3. Civil Engineer for compaction, Portland cement concrete paving and underground
piping testing.
4. Contractor. END OF SECTION
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SECTION 01510
TEMPORARY UTILITIES
PART 1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. Contractor shall furnish, install and maintain temporary utility services required for
construction. Remove upon completion of work.
B. Contractor shall furnish, install and maintain temporary sanitary facilities for use by
construction personnel. Remove upon completion of work.
C. Related requirements specified elsewhere:
1. Section 01030, Alternates.
2. Section 01060, Regulatory Requirements.
3. Section 01530, Barriers and Enclosures.
4. Section 01560, Temporary Controls.
5. Section 01590, Field Offices and Sheds.
6. Sections 01710, Cleaning and 01715, Waste Removal and Recycling: Trash removal
during construction.
1.02 REQUIREMENTS OF REGULATORY AGENCIES
A. Comply with the current editions of all applicable building codes. Refer to Section 01060.
B. Comply with applicable federal, state and local codes and regulations.
C. Comply with applicable utility company requirements.
1.03 UTILITY FEES
A. Utility charges and expenses for temporary construction usage for the following shall be paid by
the Owner, unless indicated otherwise:
1. Temporary electricity.
B. Utility charges and expenses for temporary construction usage for the following shall be paid by
the Contractor, unless indicated otherwise:
1. Installation or connection charge for temporary electricity, water, natural gas, propane
or telephone service.
2. Temporary sanitary facilities.
3. Temporary local and long-distance telephone, including cellular.
4. Temporary heat and ventilation until start-up or use of the building's permanent
mechanical systems, including the cost of fuel used during construction.
5. Temporary heat within any winterization or weather protection enclosure(s), if
applicable.
PART 2 PRODUCTS
2.01 MATERIALS
A. General: Materials for temporary construction uses may be new or used but must be adequate
in capacity for the required usage, must not create unsafe conditions and must not violate
requirements of applicable codes and standards.
2.02 TEMPORARY ELECTRICITY AND LIGHTING
A. Contractor shall provide and maintain, at his own expense, temporary electrical power service
to the site of construction, including temporary service feeds and panels.
1. Contractor shall utilize existing 120/240 V power at the site.
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B. Contractor may utilize existing 120/240V power service in the existing facility.
C. Install circuit and branch wiring with area distribution boxes located so that power and lighting
is available throughout the construction area by the use of construction-type power cords.
D. Provide adequate artificial lighting for all areas of work when natural light is not adequate for
work and for areas accessible to the public.
E. Security Lighting: Provide temporary security lighting for temporary, secure materials storage
area, as may be required by the Owner’s or Contractor’s Builder’s Risk insurance.
2.03 TEMPORARY HEAT AND VENTILATION
A. Contractor shall provide and maintain, at his own expense, all temporary heating, including all
fuel and required attendance necessary to protect and dry all work during cold weather.
B. Provide adequate forced ventilation of enclosed areas for curing of installed materials, to
disperse humidity and to prevent hazardous accumulations of dust, fumes, vapors or gases.
1. Portable heaters shall be standard approved units complete with controls. Do not store
materials near sources of intense heat or open flame.
C. Permanent building heating system may be used upon installation, testing and acceptance by
the jurisdiction having authority over this area of the work.
1. The project shall be substantially enclosed and secured with the building's permanent
glazing systems and either construction or permanent hardware.
2.04 TEMPORARY TELEPHONE SERVICE
A. Contractor shall maintain a job telephone. Contractor shall pay all costs for installation,
maintenance, removal and service charges for local calls. Toll charges shall be paid by the
party who places the call.
B. Telephones within the existing facility shall not be used by construction personnel during the
construction period.
2.05 TEMPORARY WATER
A. Contractor shall provide and maintain, at his own expense, all temporary construction water
service to the site of construction.
2.06 TEMPORARY SANITARY FACILITIES
A. Contractor shall provide sanitary facilities for use by construction personnel in compliance with
current laws and regulations.
1. Service, clean and maintain facilities and enclosures in accordance with local governing
health agencies.
PART 3 EXECUTION
3.01 INSTALLATION AND OPERATION
A. General: Install and maintain temporary utility services in accordance with requirements of
applicable federal, state and local codes and regulations, and applicable utility company
requirements.
B. Comply with applicable requirements specified in Division 15, Mechanical, and Division 16,
Electrical.
C. Maintain and operate systems to assure continuous service.
D. Modify and extend systems as work progress requires.
3.02 INTERRUPTION OF EXISTING UTILITY SERVICES
A. Interruption of the existing building's utility services shall be scheduled with and subject to the
approval of the Owner seven (7) business days prior to the interruption.
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3.03 REMOVAL
A. Completely remove temporary materials and equipment when use is no longer required, or
upon completion of the work.
B. Clean and repair damage caused by temporary installations or use of temporary facilities.
C. Restore permanent facilities used for temporary construction services to original or specified
condition.
1. Prior to final inspection, remove temporary lamps and install new lamps in all lighting
fixtures used during the construction period.
2. Prior to final inspection, clean permanent filters and replace disposable filters in all
mechanical equipment used during the construction period. Clean ducts, blowers and
coils if units were operated during the construction period without filters.
END OF SECTION
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SECTION 01520
CONSTRUCTION EQUIPMENT AND AIDS
PART 1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. Contractor shall furnish and maintain required construction equipment.
B. Contractor shall furnish, install and maintain required construction aids and remove upon
completion of work.
C. Related work specified elsewhere:
1. Section 01046, Access to Site.
2. Section 01510, Temporary Utilities.
3. Section 01530, Barriers and Enclosures.
4. Section 01560, Temporary Controls.
5. Section 01590, Field Offices and Sheds.
PART 2 PRODUCTS
2.01 MATERIALS
A. General: Equipment and construction aids for temporary construction uses may be new, used
or rental equipment, suitable for the intended purpose, but must not violate requirements of
applicable codes and standards.
2.02 CONSTRUCTION EQUIPMENT
A. Provide construction equipment required by specific Sections of the Specifications or as
necessary to facilitate execution of the work, including but not limited to:
1. Miscellaneous hand tools.
2. Miscellaneous power tools.
3. Goggles, masks, hardhats and other personal safety equipment.
4. Cranes, forklifts and other material handling equipment.
5. Rolling or vibrating plate compactors.
6. Concrete batching and pumping trucks and equipment.
7. Asphalt paving machines and rollers.
8. Concrete paving machines and curb and gutter extrusion equipment.
9. Excavators, graders, tractor and end loaders, scrapers, backhoes, trenchers and other
heavy excavation and grading equipment.
10. Air compressors.
11. Portable electrical generators.
12. Mortar batching equipment.
13. Concrete slab floats and joint saws.
14. Drywall texturing equipment.
15. Paint spraying equipment.
16. Prefinished metal roofing forming and seaming equipment.
17. Other equipment as required.
2.03 CONSTRUCTION AIDS
A. Provide construction aids and temporary equipment required by personnel to facilitate
execution of the work. Refer to respective Sections of the Specifications for the particular
requirements of each trade, including but not limited to:
1. Scaffolding, staging, ladders and platforms.
2. Stairs, ramps, runways and guardrails.
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3. Hoists, platform lifts and chutes.
4. Concrete curing and thermal protection blankets.
5. Drop cloths and other protective materials.
6. Portable space heaters.
7. Other facilities as required.
2.04 SPECIAL EQUIPMENT REQUIREMENTS
A. General: Provide construction equipment, site access, coordination and assistance as
necessary to accommodate delivery and erection of specialized building components, including
but not limited to:
1. Manufactured housing units and components furnished by Custom Touch Homes.
2. Prefabricated steel structures, specified in Section 13122.
PART 3 EXECUTION
3.01 PREPARATION
A. Consult with Architect, review site conditions and other factors which affect construction
procedures and construction aids, including adjacent properties and public facilities which may
be affected by execution of the work.
B. Relocate construction aids as required by progress of construction, by storage or work
requirements and to accommodate legitimate requirements of other subcontractors employed
at the site.
3.02 REMOVAL
A. Completely remove temporary materials, equipment and services:
1. When construction needs can be met by use of the permanent construction; or
2. At completion of the project.
B. Clean and repair damage caused by installation or by use of temporary facilities.
1. Remove foundations and underground installations for construction aids.
2. Grade areas of site affected by temporary installations to required elevations and
slopes and clean the area.
C. Restore permanent facilities used for temporary purposes to specified condition.
END OF SECTION
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SECTION 01530
BARRIERS AND ENCLOSURES
PART 1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. Contractor shall furnish, install, and maintain temporary construction barriers and enclosures.
B. Contractor shall furnish, erect, and maintain temporary site security fencing and gates.
C. Contractor shall furnish, erect and maintain temporary safety barricade fencing.
D. Related work specified elsewhere:
1. Section 01046, Access to Site.
2. Section 01060, Regulatory Requirements.
3. Section 01510, Temporary Utilities.
4. Section 01520, Construction Equipment and Aids.
5. Section 01560, Temporary Controls: Dust partitions.
6. Section 01590, Field Offices and Sheds.
7. Section 02100, Site Preparation.
PART 2 PRODUCTS
2.01 TEMPORARY CONSTRUCTION BARRIERS AND ENCLOSURES
A. General: Provide and maintain for the duration of construction all scaffolds, tarpaulins,
canopies, warning signs, steps, platforms, bridges, and other temporary construction necessary
for proper completion of the work, in compliance with applicable safety and other regulations.
B. Safety Barricade Fencing: Refer to paragraph 2.08 below.
2.02 TREE AND PLANT PROTECTION
A. Prior to commencing site work, erect and maintain protective fencing around existing trees and
vegetation to remain as identified on the Drawings or as indicated by the Owner.
1. Approved Materials: Expanded plastic or chain link fencing.
B. Individual trees shall have protective fencing erected beyond drip line to the satisfaction of the
Owner.
C. Groups of trees and other vegetation shall have protective fencing erected around the entire
group to the satisfaction of the Architect.
D. Areas within protective fencing shall remain undisturbed and shall not be used for any purpose.
E. Any trees damaged or scarred during construction shall be repaired immediately by an
approved tree surgeon. Where separations expose or damage the root system of trees
designated to remain, remedial measures shall be taken immediately at the direction of the
Owner to ensure the health of the trees. Trees designated to remain but damaged beyond
repair or which subsequently die shall be replaced with a similar size and species chosen by the
Owner at the sole expense of the Contractor.
2.03 TEMPORARY SITE FENCING
A. Prior to commencing work, Contractor shall, at his option, erect and maintain construction
fencing to enclose an area for ground level construction activity, storage and waste removal, as
approved by the Owner.
1. Fencing Materials: Panelized, chain-link fencing with crossed X-type post supports,
minimum 6'-0" high.
2. Refer to the approved staging plan for approximate limits of site area to be fenced for
construction activities and storage.
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B. Provide vehicular and pedestrian access gates, with locks, as appropriate for construction
access.
1. Furnish Owner's principal representative with keys to the lock of the primary access
gate.
C. Do not attach temporary fencing to any existing permanent construction, including buildings,
trees, retaining walls, walks or pavements.
D. Promptly remove temporary fencing materials upon completion of sitework, rough grading and
asphalt paving and restore area to original condition. Contractor shall repair or replace any
existing materials or equipment damaged as a part of this work at no cost to the Owner.
1. Fencing shall remain in place until building is secured.
2. Fencing shall be removed prior to finish grading, installation of underground sprinkler
system and landscaping.
END OF SECTION
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SECTION 01560
TEMPORARY CONTROLS
PART 1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. Contractor shall furnish, install and maintain temporary facilities required for dust and
pollution control.
B. Contractor shall implement and maintain temporary controls required for noise and
construction work hours limitations.
C. Related requirements specified elsewhere:
1. Section 01010, Summary of Work.
2. Section 01040, Coordination.
3. Section 01046, Access to Site.
4. Section 01510, Temporary Utilities.
5. Section 01530, Barriers and Enclosures: Cold-weather construction enclosures.
6. Section 01540, Erosion and Sedimentation Control.
PART 2 PRODUCTS
2.01 MATERIALS
A. General: Materials for temporary controls may be new or used, but must be adequate in
capacity for the required usage, must not create unsafe conditions and must not violate
requirements of applicable codes and standards.
2.02 DUST CONTROL
A. Furnish and maintain such facilities or procedures as may be necessary to prevent air-borne
dust generated by the construction activities of this project from affecting either the Owner's
use of this site or neighboring properties. Implementation of such requirements will be at the
sole discretion of the Owner or the City of Fort Collins.
2.03 POLLUTION CONTROL
A. Contractor shall take all necessary precautions to prevent spilling or littering of water-polluting
substances. Do not allow any foreign materials to be dumped into any portion of the sanitary
sewer or storm drainage collection system or into any water runoff collection basin. The
Contractor shall be responsible for all labor, equipment and materials necessary to remedy any
such pollution as deemed appropriate by governing agencies with such jurisdiction.
B. No burning of debris or any other air-polluting methods or equipment will be allowed. All
motorized equipment shall be adjusted to minimize exhaust pollution.
C. Erosion and Sedimentation Control: Refer to Section 01540.
PART 3 EXECUTION
3.01 GENERAL
A. Construction Work Hours: Construction activity will be limited to 7:00 a.m. to 5:00 p.m.
Monday through Saturday during the construction period, except as limited in paragraphs
3.01.B. and 3.02. Sunday or holiday construction will not be allowed.
B. Specific activities that may limit the Contractor's working hours, if applicable, shall be
determined at the Pre-Construction Conference.
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3.02 NOISE CONTROL
A. Construction activities that generate noise in excess of 85 db shall be limited to hours as
established at the Pre-Construction Conference.
1. Prohibited after 5:00 p.m. every weekday.
2. Prohibited on Saturdays, Sundays and holidays.
END OF SECTION
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SECTION 01590
FIELD OFFICES AND SHEDS
PART 1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. Contractor shall furnish, install and maintain temporary construction offices and secured
storage facilities.
B. Related work specified elsewhere:
1. Section 01046, Access to Site.
2. Section 01530, Barriers and Enclosures.
3. Section 01714, Construction Waste Management: Separation facilities for handling,
recycling, salvage, reuse and return of materials.
PART 2 PRODUCTS
2.01 TEMPORARY FIELD OFFICES
A. Contractor shall provide and maintain a secured, weathertight office for use by Contractor,
Owner's representative and subcontractors. Building shall be the property of the Contractor
and shall be promptly removed upon completion of the project. Location for the building shall
be as arranged at the Pre-Construction Conference.
1. Structures shall be provided and maintained in good condition, as determined by the
Owner's representative.
2. Signage and other advertising allowed on the structures shall be as determined at the
Pre-Construction Conference.
B. Existing Facilities: A portion of the existing house may be used as a temporary field office, if
approved by the Owner.
C. Minimum facilities shall include, but not be limited to:
1. Conference table and chairs for minimum eight (8) persons.
2. Bottled, chilled water dispenser and cups.
3. Plan rack or other facilities for storage of project record documents.
4. File cabinet or other facilities for storage of shop drawings, samples, color boards,
installation instructions, materials data sheets, etc.
5. Adequate heat, air conditioning, ventilation and artificial lighting.
6. Other facilities as deemed appropriate or necessary by the Contractor.
D. Facilities which may be paid for by the Owner as Division 1 expenses shall be subject to the
approval of the Owner.
2.02 SEPARATION FACILITIES
A. Contractor shall provide and secure a specific area to facilitate separations of materials for
recycling, salvage, reuse and return, as specified in Section 01714. Recycling and waste bin
areas are to be kept neat and clean, and clearly marked in order to avoid contamination of
materials.
PART 3 EXECUTION
3.01 REMOVAL OF TEMPORARY FACILITIES
A. Completely remove temporary facilities when use is no longer required, or upon completion of
the work.
B. Clean and repair damage caused by temporary installations or use of temporary facilities.
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C. Restore permanent facilities used for temporary construction services to original or specified
condition.
END OF SECTION
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SECTION 01600
MATERIAL AND EQUIPMENT
PART 1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. Material and equipment incorporated into the work shall conform to applicable standards and
manufacturer’s specifications, requirements and applicable recommendations.
1. Comply with size, make, type and quality as shown on the Drawings.
2. Manufactured and Fabricated Products:
a. Design, fabricate and assemble in accordance with the best engineering and
shop practices.
b. Manufacture like parts of duplicate units to standard sizes and gages to be
interchangeable.
c. Two (2) or more items of the same kind shall be identical by the same
manufacturer.
d. Products shall be suitable for service conditions.
e. Equipment capacities, sizes and dimensions shown or specified shall be adhered
to, unless variations are specifically approved in writing.
3. Do not use material or equipment for any purpose other than that for which it is
designed or specified.
B. Provide maintenance materials, equipment and tools to the Owner at the completion of the
project.
C. Provide equipment or systems start-up, field testing and operational testing.
D. Requirements for substitutions and project options.
E. Related requirements specified elsewhere:
1. Conditions of the Contract.
2. Section 01010, Summary of the Work.
3. Section 01040, Coordination.
4. Section 01340, Shop Drawings, Product Data and Samples.
5. Section 01400, Quality Control.
6. Section 01710, Cleaning.
7. Section 01714, Construction Waste Management: Construction waste diversion
requirements.
8. Section 01715, Waste Removal and Recycling.
9. Section 01730, Operating and Maintenance Data.
1.02 MANUFACTURER'S INSTRUCTIONS
A. When Contract Documents require that installation of work shall comply with manufacturer's
printed instructions, contractor shall obtain and distribute copies of such instructions to parties
involved in the installation, including two (2) copies to the Owner.
1. Maintain one (1) set of complete instructions at the job site during installation and
until completion.
B. Handle, install, connect, clean, condition and adjust products in strict accordance with such
instructions and in conformity with specified requirements.
1. Should job conditions or specified requirements conflict with manufacturer's
instructions, consult with Architect for further instructions. Do not proceed with work
without clear instructions.
C. Perform work in accordance with manufacturer's instructions. Do not omit any preparatory
step or installation procedure, unless specifically modified or exempted by Contract
Documents.
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1.03 TRANSPORTATION AND HANDLING
A. Arrange deliveries of products in accordance with construction schedules, coordinate to avoid
conflict with work and conditions at the site.
1. Deliver products in undamaged condition in manufacturer's original containers or
packaging with identifying labels intact and legible.
2. Immediately upon delivery, inspect shipments to assure that materials and equipment
are in compliance with approved submittals, required quantities have been provided
and that products are properly protected and undamaged.
B. Provide equipment and personnel to handle products by methods to prevent soiling or damage
to products or packaging.
C. Recycle shipping cartons, pallets and other packaging materials as required to meet project
goal for construction waste diversion. Refer to Sections 01015, 01714 and 01715.
1.04 STORAGE AND PROTECTION
A. Preparation for Shipment:
1. Prepare in a manner to facilitate unloading and handling.
2. Provide skids, boxes, crates or other effective shipping devices to protect materials,
fixtures or equipment against damage from rough handling, moisture, dust, excessive
heat or cold.
3. Protect painted surfaces against impact, abrasion, discoloration and other damage.
4. Apply grease packing or lubricating oil to all bearing and similar items.
5. Tag or mark each item as identified in the delivery schedule or on the shop drawings.
Package or bundle items consisting of multiple similar pieces. Tag or mark the package
or bundle.
6. Include complete packing lists or bills of material with each shipment.
7. Do not ship equipment requiring cranes or special equipment for unloading or handling
without notice or until Contractor is prepared to receive and care for it properly.
8. Protect electrical equipment, controls and insulation from moisture or water damage.
B. Store products in accordance with manufacturer's instructions, with seals and labels intact and
legible.
1. Store products subject to damage by the elements in weathertight enclosures.
2. Maintain temperature and humidity within the ranges required by manufacturer's
instructions.
C. Exterior Storage:
1. Store fabricated products above the ground on blocking or skids. Prevent soiling or
staining. Cover products which are subject to deterioration with impervious sheet
coverings. Provide adequate ventilation to avoid condensation.
2. Store wood and wood products above the ground on blocking or skids, and cover to
protect from weather exposure.
D. Arrange storage in a manner to provide easy access for inspection. Make periodic inspections
of stored products to assure that products are maintained under specified conditions and free
from damage or deterioration.
E. Protection after Installation:
1. Protect materials, fixtures and equipment with original protective wrappings until
Substantial Completion of the project.
2. Provide substantial coverings as necessary to protect installed products from damage
from traffic and subsequent construction operations. Remove when no longer needed.
1.05 SUBSTITUTIONS AND PRODUCT OPTIONS
A. Products List:
1. Within thirty (30) days after Award of Contract, submit to Owner a complete list of
major products proposed to be used with the name of the manufacturer and the
installing Subcontractor.
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B. Contractor's Options:
1. For products specified only by reference standard, select any product meeting that
standard.
2. For products specified by naming several products or manufacturers, select any one of
the products or manufacturers named which complies with the specifications.
3. For products specified by naming one or more products or manufacturers and "or
equal", Contractor shall submit a request for substitutions of any product or
manufacturer not specifically named.
4. Naming approved manufacturers does not relieve the Contractor from meeting all
specification requirements.
5. Manufacturer's material or equipment listed in Schedules, Specifications or on the
Drawings are types to be provided for establishment of size, capacity, grade and
quality. If other acceptable manufacturers are used, cost of any change in construc-
tion required by their use shall be borne by the Contractor.
C. Contractor's Representation: A request for a substitution constitutes a representation that the
Contractor:
1. Has investigated the proposed product and determined that it is equal to or superior in
all respects to that specified.
2. Will provide the same warranties or bonds for the substitution as for the product
specified.
3. Will coordinate the installation of an accepted substitution into the work and make
such other changes as may be required to make the work complete in all respects.
4. Waives all claims for additional costs, under his responsibility, which may subsequently
become apparent.
D. Owner will review requests for substitutions with reasonable promptness and notify Contractor
in writing of the decision to accept or reject the requested substitution.
1.06 MAINTENANCE MATERIALS
A. Furnish to the Owner at the completion of the work all maintenance materials, equipment and
tools specified in respective Sections of these Specifications, including but not limited to:
1. Ceramic tile: Remainder of one (1) carton.
2. Resilient flooring: Remainder of one (1) carton.
3. Modular carpet tile: Remainder of one (1) carton.
4. Paints and stains: One (1) gallon, each color.
B. Materials specified for the Owner's maintenance stock shall not be used by the Contractor for
replacement of defective or damaged materials during the course of construction or to remedy
any defect in workmanship caused by the Contractor's own forces or his subcontractors.
Maintenance materials may be used, with the written permission of the Owner, to replace
materials damaged during construction as a result of vandalism or natural causes.
C. Contractor shall certify in writing that all specified maintenance materials have been furnished
and turned over to the Owner's representative or delivered to the location on the site directed
by the Owner.
PART 2 PRODUCTS
2.01 MATERIALS
A. General: Use materials of commercial quality suitable for the anticipated service conditions.
B. All materials and equipment to be installed in the permanent construction shall be new, unless
otherwise permitted.
C. Unless required otherwise, use components of standard sizes to assure future availability and
permit field installation of repair parts. Make like parts of duplicate units interchangeable.
2.02 FABRICATION AND MANUFACTURE
A. Workmanship and Materials: Design, fabricate and assemble equipment in accordance with the
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best engineering and shop practice.
B. Lubrication:
1. Include lubrication systems which do not waste lubricants, require attention during
startup or shutdown or more frequently than weekly during normal operation.
2. Furnish sufficient lubricants of the type recommended by the equipment manufacturer
to fill lubricant reservoirs and replace consumption during startup, testing and
operation prior to the Owner's acceptance of the equipment.
PART 3 EXECUTION
3.01 INSTALLATION
A. Install equipment with or under the guidance of qualified personnel having the knowledge and
experience necessary for proper results.
B. Arrange work to facilitate maintenance, repair or replacement of equipment. Locate services
requiring maintenance on valves and similar units in front of services requiring less
maintenance. Connect equipment for ease of disconnecting, with minimum of interference
with other work.
C. Locate operating and control equipment, dampers, valves, traps, clean-outs, motors,
controllers, switchgears, drain points, maintenance items and devices for easy access. Install
access panels where units are concealed by finished and similar work.
D. Provide required clearances in front of, and around, equipment as necessary for access and
ventilation. Comply with all applicable codes and safety regulations.
3.02 PLACING EQUIPMENT IN OPERATION
A. Before starting up each system:
1. Check each piece of equipment for proper drive rotation, belt tension and any other
condition which may cause damage to equipment or endanger personnel.
2. Clean, blow-out or flush lubricating oil, water systems and other pipelines.
3. Lubricate equipment in accordance with manufacturer's recommendations.
4. Test lubrication system safety interlocks and system performance.
5. Perform final alignment checks under observation of the Owner's principal
representative and, where required, manufacturer's field representative.
6. Demonstrate that no abnormal stresses are transmitted to equipment from piping,
ducts or other attachments.
7. Check anchor bolt tensions, grout and shims. Use calibrated torque wrenches for
tightening anchor bolts. Do not overstress bolts.
B. Place equipment into successful operation in accordance with the written instructions of the
manufacturer or the instruction of the manufacturer's field representative, including required
adjustment, tests and operation checks.
3.03 PERFORMANCE TESTS
A. Tests may be required, whether or not specifically called for, to determine if equipment will
perform as specified or guaranteed. Final acceptance of equipment, or Substantial Completion
of that part of the work, is contingent upon acceptable test results.
B. Do not conduct tests on equipment for which manufacturer's field service is specified, unless
manufacturer's field representative is present and declares the equipment ready for test.
C. Conduct tests as set forth in the Specifications, unless another manner of testing is approved.
D. Equipment or systems that fail to satisfy the performance requirements shall be modified or
replaced at Owner's option. If modifications are allowed, make modifications necessary to
produce an installation which will satisfy the performance requirements. Retest after
modifications or equipment replacement is complete. Modifications, additional equipment,
retesting and structural, piping or electrical modifications necessary to accommodate modified
equipment or replacement equipment shall be made at no additional cost.
END OF SECTION
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SECTION 01656
DISINFECTION OF DOMESTIC WATER LINES
PART 1 GENERAL
1.01 WORK INCLUDED
A. Execute disinfection of domestic (potable) water systems.
B. Related work specified elsewhere:
1. Section 01410, Testing.
1.02 SUBMITTALS
A. Certification: Submit manufacturer's certification that materials conform to specified
requirements.
1.03 DELIVERY, STORAGE AND HANDLING
A. Exercise extreme care in handling of hypochlorites as they may be dangerous to health.
B. Standard: Forewards to both AWWA B-300 and AWWA C601.
PART 2 PRODUCTS
2.01 MATERIALS
A. General: Materials approved by the City of Fort Collins or other utility provider with
jurisdiction over this Project.
1. Hypochlorites: Reference AWWA C601.
PART 3 EXECUTION
3.01 GENERAL
A. Flush and satisfactorily disinfect new domestic (potable) water systems prior to placing in
service in accordance with AWWA C601.
B. Clean and swab the interior of the pipe, fittings, valves or appurtenances with a 5% (50,000
ppm) hypochlorite disinfecting solution if dirt, trench water or other contaminants enter the
pipe or will not be removed by flushing operations.
C. Manipulate valves to prevent the disinfection solution from flowing back into the line supplying
the water or into adjacent parts of the in-service distribution system.
D. Operate valves and other appurtenances while the lines are filled with heavily chlorinated
water.
3.02 FLUSHING
A. Preliminary Flushing: Flush pipelines at a minimum velocity of 2.5 feet/second to remove
foreign material prior to disinfection.
B. Final Flushing: Flush chlorinated water from the lines after chlorination until the chlorine
concentration is no higher than that prevailing in the system, or less than 1 mg/1, whichever is
higher.
3.03 METHODS
A. General: Apply chlorine using the continuous feed method:
1. Tablet method may be used on short extensions up to 2,500' of water lines 12" and
smaller.
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B. Continuous Feed Method:
1. Introduce chlorinated water into the lines at a constant rate so that the chlorine
concentration in the water lines is maintained at a minimum of 50 mg/1 available
chlorine.
2. Fill the entire main with the chlorine solution.
3. Retain the chlorinated water in the main for at 24 hours, at which time the treated
water shall contain no less than 25 mg/1 chlorine throughout the length of the main.
C. Tablet Method:
1. Do not use if trench water or foreign material has entered the line or if the water
temperature is below 5° C (41° F).
2. Use only when scrupulous cleanliness has been exercised due to the fact that
preliminary flushing is not possible with this method.
3. Place tablets in each section of pipe, hydrants, hydrant leads and other appurtenances
in sufficient number to produce a minimum chlorine concentration of 50 mg/1.
Reference Table 3, AWWA C601.
4. Attach tablets, except in hydrants and joints, with an adhesive on the top of the
interior of the main such that there is no adhesive on the tablet except on the broad
side next to the pipe surface.
5. Introduce water into the lines at a velocity of less than 1 foot/second.
6. Retain the water in the lines a minimum of 24 hours.
3.04 BACTERIOLOGIC TESTS
A. Collect samples from the end of the pipeline after final flushing and prior to placing water lines
in service and test for bacteriologic quality to show the absence of coliform organisms.
1. Collect samples in sterile bottles from a corporation stop with a copper tube gooseneck
assembly installed in the main.
2. Do not collect samples from a hydrant or hose.
B. Number and frequency of samples shall conform to the requirements of the public health
authority having jurisdiction.
1. In no case shall the number be less than one (1) sample for lines with chlorinated
supplies and two (2) samples collected 24 hours apart for unchlorinated supplies.
3.05 REPETITION OF PROCEDURE
A. Repeat disinfection until satisfactory samples have been obtained if the initial disinfection or
subsequent disinfections fail to produce satisfactory samples.
END OF SECTION
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SECTION 01666
TESTING PIPING SYSTEM
PART 1 GENERAL
1.01 WORK INCLUDED
A. Pressure and leakage testing of water mains.
B. Pressure and leakage tests shall take place only after the pipeline is adequately blocked or cast-
in-place thrust blocks have had sufficient time to cure.
C. Contractor shall provide all equipment, taps and valves necessary to perform the work in
connection with the testing procedure.
D. Contractor shall expel all air from the piping system through air relief valves, blowoffs, service
connections or temporary taps made at high points along the line.
E. The line shall be filled slowly in a manner that will expel air from the line while the line is being
filled.
1.02 PRESSURE TEST
A. Minimum test pressure shall not be less than the rated pressure class of the specified pipe or 150
psig, whichever is greater.
B. Once the line is pressurized to the specified test pressure, the line must maintain the test
pressure within 5 psig for at least three (3) hours.
END OF SECTION
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SECTION 01700
CONTRACT CLOSE-OUT
PART 1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. Comply with requirements stated in Conditions of the Contract and in Specifications for
administrative procedures in closing out the work.
B. Related requirements specified elsewhere:
1. Conditions of the Contract: Fiscal provisions, legal submittals and additional
administrative requirements.
2. Section 01026, Applications for Payment: Requirements for final payment.
3. Section 01050, Field Engineering: Surveying certificate and final completion survey.
4. Section 01310, Construction Schedules.
5. Section 01600, Material and Equipment: Maintenance materials.
6. Section 01710, Cleaning.
7. Section 01714, Construction Waste Management.
8. Section 01720, Project Record Documents.
9. Section 01730, Operating and Maintenance Data.
10. Section 01740, Warranties and Bonds.
11. Testing requirements and closeout submittals required of specific trades or
subcontractors.
1.02 SUBSTANTIAL COMPLETION
A. Definition of Substantial Completion: Refer to General and Supplementary Conditions of the
Contract.
B. When Contractor considers that the work is substantially complete, he shall submit to the
Owner:
1. Written notice that the work or designated portion thereof is substantially complete.
2. "Punch list" of items to be completed or corrected, as determined by the Contractor
prior to inspection by the Owner.
3. Temporary Certificate of Occupancy, or other evidence of acceptance by the building
official or other authority with jurisdiction over the project.
4. Complete prefunctional checklist and function performance testing from commissioning
documentation.
C. Within a reasonable time after receipt of such notice, Architect will make an inspection to
determine the status of completion.
D. Should Owner determine that the work is not substantially complete:
1. Owner will promptly notify the Contractor in writing, giving the reasons therefor.
2. Contractor shall remedy the deficiencies in the work and send a second written notice
of substantial completion to the Architect.
3. Owner will reinspect the work, as appropriate.
E. When Architect concurs that the work is substantially complete, he will:
1. Prepare a Certificate of Substantial Completion on Owner-provided form, accompanied
by list of items to be completed or corrected.
2. Submit the Certificate to the Contractor for their written acceptance of the
responsibilities assigned to them in the Certificate.
1.03 FINAL INSPECTION
A. When Contractor considers the work is complete, he shall submit written certification that:
1. Contract Documents have been reviewed, and that the work has been inspected for
compliance with Contract Documents.
2. Work has been completed in accordance with Contract Documents.
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3. Corrective or incomplete work has been completed from punch lists provided at
Substantial Completion.
4. Equipment and systems have been tested in the presence of the Owner's representative
and are operational.
5. Roofing systems have been inspected by the manufacturer's technical representative
and have been approved by such technical representative.
6. Final cleaning has been completed and project is ready for final inspection.
7. Final Certificate of Occupancy has been issued.
8. Completion of “flush-out” of building’s mechanical systems.
9. Verification of completion of all outstanding commissioning requirements.
B. Owner will make an inspection to verify the status of completion with reasonable promptness
after receipt of such certification.
C. Should Owner consider that the work is incomplete or defective:
1. Owner will promptly notify the Contractor in writing, listing the incomplete or
defective work.
2. Contractor shall take immediate steps to remedy the stated deficiencies and send a
second written certification to Owner that the work is complete.
3. Owner will reinspect the work, as appropriate.
D. When the Architect finds that the work is acceptable under the Contract Documents, he shall
request the Contractor to prepare and deliver closeout submittals.
E. Should Owner perform reinspection due to failure of the work to comply with the claims of
status of either Substantial or Final Completion made by the Contractor:
1. Owner will deduct the amount of such compensation from the final payment due the
Contractor.
1.04 SYSTEMS TESTING
A. Contractor shall conduct tests for operational systems and equipment as specified herein prior
to Final Inspection. Testing of systems or equipment shall include but not be limited to:
1. Drainage and weathertightness of roofing systems.
2. Domestic water service or other pressurized site utilities.
5. Mechanical and electrical systems, or Section 01600, Material and Equipment.
1.05 CONTRACTOR'S CLOSE-OUT SUBMITTALS
A. Evidence of compliance with requirements of governing authorities:
1. Certificate of Occupancy.
2. Certificates of Inspection, including plumbing, mechanical and electrical.
B. Final Completion Schedule: Refer to Section 01310.
C. Project Record Documents: Refer to Section 01720.
D. Operating and Maintenance Data, Instructions to Owner's Personnel: Refer to Section 01730.
E. Warranties and Bonds: Refer to Section 01740.
F. Keys and Keying Schedule: Coordinate with Owner.
G. Evidence of Payment and Release of Liens: General and Supplementary Conditions.
H. Maintenance Materials: Evidence that all required maintenance materials have been furnished
and stored as directed by the Owner.
I. Test Results: Written approval from the testing agency for systems or equipment requiring
final testing, as specified above.
J. Surveying Certificate: Certification of accuracy of building layout, grading and drainage, as
referenced in Section 01050.
K. Construction Waste Management Plan: Final report, as specified in Section 01714.
1.06 FINAL ADJUSTMENT OF ACCOUNTS
A. Submit a final statement of accounting to the Owner. Statement shall reflect all adjustments
to the Contract Sum:
1. The original Contract Sum, including accepted Bid Alternates.
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2. Additions and deductions resulting from:
a. Previous Change Orders.
b. Allowances.
c. Unit prices.
d. Deductions for uncorrected work.
e. Penalties and bonuses.
f. Deductions for liquidated damages, if applicable.
g. Deductions for reinspection payments.
h. Other adjustments.
3. Total Contract Sum, as adjusted.
4. Previous payments.
5. Sum remaining due, including retainage.
B. Contractor will prepare a final Change Order reflecting approved adjustments to the Contract
Sum which were not previously made by Change Orders.
1.07 FINAL APPLICATION FOR PAYMENT
A. Contractor shall submit the final Application for Payment in accordance with procedures and
requirements stated in the Conditions of the Contract and Section 01026, Applications for
Payment.
END OF SECTION
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SECTION 01710
CLEANING
PART 1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. Contractor shall execute periodic cleaning during progress of the work.
B. Contractor shall execute final cleaning at completion of the work.
C. Related requirements specified elsewhere:
1. Conditions of the Contract.
2. Section 01714, Construction Waste Management.
3. Section 01715, Waste Removal and Recycling.
1.02 DISPOSAL REQUIREMENTS
A. Conduct cleaning operations to comply with applicable codes, ordinances, regulations and anti-
pollution laws.
B. Construction waste management shall be provided in accordance with the approved
construction waste management plan specified in Section 01714.
C. Disposal of waste materials, debris and rubbish shall be at a commercially-operated recycling
center, legal dumpsite or landfill. Refer to Section 01715.
PART 2 PRODUCTS
2.01 CLEANING MATERIALS
A. Use only those cleaning materials which will not create hazards to health or property and
which will not damage surfaces.
B. Use only those cleaning materials and methods recommended by manufacturers of the surface
material to be cleaned.
C. Use cleaning materials only on surfaces recommended by cleaning material manufacturer.
PART 3 EXECUTION
3.01 PROGRESS CLEANING
A. Contractor shall execute periodic cleaning to keep the building, the site and adjacent
properties free from accumulations of waste materials, rubbish and windblown debris resulting
from construction operations.
1. Contractor shall provide site cleaning at the end of each workday during progress of
the work.
2. Building(s) and site shall be kept clean to the satisfaction of the Owner, including but
not limited to:
a. Removal of scrap lumber, plywood, gypsum wallboard and other waste
construction materials.
b. Removal of accumulations of sawdust, drywall compound, nails and other waste
materials.
c. Removal of cans, bottles and other rubbish.
d. Removal of boxes, cartons, pallets and other construction packaging materials.
3. Stored materials that are to be used in the construction of the work are not subject to
the provisions of this paragraph.
4. Refer to Supplementary Instructions to Bidders, General and Supplementary Conditions
of the Contract for site cleaning damages and other remedies available to the Owner.
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B. Maintain parking areas, access drives and city streets clean from mud and other debris.
3.02 CLEANING PRIOR TO PAINTING
A. Clean interior spaces prior to the start of finish painting and continue cleaning on an as-needed
basis until painting is finished.
B. Schedule operations so that dust and other contaminants resulting from cleaning process will
not fall on wet or freshly finished surfaces.
C. Temporarily seal window and door openings prior to the start of finish painting to prevent
windblown dust and other particulates from impairing wet or freshly finished surfaces.
3.03 CLEANING PRIOR TO CARPETING
A. Scrape all wood floor substructures to remove accumulations of drywall compounds and other
foreign material.
B. Broom clean prior to installation of carpeting and/or pad.
3.04 FINAL CLEANING
A. Final cleaning shall be performed by personnel or subcontractors skilled in this work.
B. In general, the extent of final cleaning shall be to remove grease, mastic and adhesives, dust
and dirt, stains, fingerprints, labels and other foreign materials from site-exposed interior and
exterior surfaces.
C. Interior cleaning shall include, but not be limited to:
1. Wash and polish glass, glazing and mirrors. Polish glossy surfaces to a clear shine.
2. Dry vacuum all carpeted surfaces.
3. Damp mop all vinyl composition or resilient flooring and base.
4. Damp mop all ceramic or porcelain tile flooring and base.
5. Damp mop all exposed concrete slabs.
6. Wipe down all ceramic tile work and remove grout smears.
7. Wipe down all finish carpentry, woodwork and cabinetwork.
8. Wipe down all interior surfaces of wood doors, windows, casings and trims.
9. Wipe down and polish toilet partitions, toilet and bath accessories, signage components
and other specialties.
10. Wash and wipe down ornamental metal surfaces.
D. Exterior cleaning shall include, but not be limited to:
1. Power-wash or wash and wipe down siding and trim.
2. Wash and wipe down doors and frames.
3. Wash and polish glass and glazing.
4. Wash and wipe down site furnishings, bicycle racks, pipe bollards, ornamental metal
fencing and other site amenities.
E. Site cleaning shall include, but not be limited to:
1. Broom clean and wash down all areas of exterior concrete flatwork.
F. Ventilating Systems:
1. Clean permanent filters and replace disposable filters if units were operated during
construction.
2. Clean ducts, blowers and coils if units were operated without filters during
construction.
G. Prior to final completion or Owner occupancy, Contractor shall conduct an inspection of the
site, all site-exposed interior and exterior surfaces and all work areas to verify that work of the
entire project is clean.
END OF SECTION
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SECTION 01720
PROJECT RECORD DOCUMENTS
PART 1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. Contractor shall maintain at the site one (1) record copy of each of the following documents:
1. Drawings.
2. Specifications or Project Manual.
3. Addenda.
4. Change Orders and other modifications to the Contract.
5. Architect field orders or written instructions.
6. Approved shop drawings, product data and samples.
7. Field test records.
B. Related requirements specified elsewhere:
1. Section 01340, Shop Drawings, Product Data and Samples.
2. Section 01380, Construction Photographs: Requirements for construction record
photography.
3. Section 01410, Testing.
1.02 MAINTENANCE OF DOCUMENTS AND SAMPLES
A. Prior to beginning work, separate one (1) clean, complete set of project documents from
construction sets and hold for record document purposes. The Owner will not furnish
additional sets for the Contractor's use at the end of construction, unless compensated for by
the Contractor.
B. Store documents and samples in Contractor's field office apart from documents used for
construction. Provide files and rack for storage of documents.
C. Maintain documents in a clean, dry, legible condition and in good order. Do not use record
documents for construction purposes.
D. Make documents and samples available at all times for inspection by the Architect, Engineers
and Owner's representative.
1.03 RECORDING REQUIREMENTS
A. Record information concurrently with construction progress. Do not conceal any work until
required information is recorded.
B. Drawings shall be legibly marked to record actual construction:
1. Depths of various elements of foundation in relation to finished first floor datum.
2. Horizontal and vertical locations of underground utilities and appurtenances,
referenced to permanent surface locations.
3. Location of internal utilities and appurtenances concealed in the construction,
referenced to visible and accessible features of the structure.
4. Field changes of dimension and detail.
5. Changes made by field order or by Change Order.
6. Details not included in original Contract Documents.
C. Specifications and Addenda shall be legibly marked to record:
1. Manufacturer, trade name, catalog number and supplier of each product and item of
equipment actually installed.
D. Special Requirements:
1. Prefabricated Structures: Contractor shall provide shop drawings and/or erection
drawings on compact diskettes in CAD format, compatible with the Owner’s software
system requirements as a part of the record document submittal.
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1.04 SUBMITTALS
A. At contract closeout, deliver all Record Documents to the Architect for the Owner.
B. Accompany submittal with transmittal letter containing:
1. Date, project name and number.
2. Contractor's name and address.
3. Title and number of each Record Document.
4. Signature of Contractor or his authorized representative.
C. Submit one (1) copy of approved data in final form no later than fifteen (15) days after final
inspection or acceptance, but prior to applying for final payment.
D. As-Recorded Documents shall be submitted, reviewed and accepted by the Owner prior to the
Final Application for Payment being processed.
END OF SECTION
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SECTION 01730
OPERATING AND MAINTENANCE DATA
PART 1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. Contractor shall compile product data and related information appropriate for Owner's
maintenance and operation of products, fixtures and equipment furnished for this Project.
1. Prepare operating and maintenance data as specified in this Section and as referenced
in other pertinent Sections of the Specifications.
B. Instruct Owner's personnel in maintenance of products and in operation of equipment and
systems.
C. Related requirements specified elsewhere:
1. Section 01060, Regulatory Requirements.
2. Section 01340, Shop Drawings, Product Data and Samples.
3. Section 01700, Contract Close-Out.
4. Section 01720, Project Record Documents.
5. Section 01740, Warranties and Bonds.
1.02 SUBMITTAL REQUIREMENTS
A. Prepare data in form of an instructional manual for use by Owner's personnel.
B. Format of Submittals:
1. Size: 8-1/2" x 11".
2. Paper: Manufacturer's printed data or neatly typewritten.
3. Drawings:
a. Provide reinforced punched binder tab, bind in with text.
b. Fold larger drawings to size of text pages.
4. Provide fly leaf for each separate product or each piece of operating equipment.
a. Provide typed description of product and major component parts of equipment.
b. Provide indexed tabs.
5. Cover: Identify each volume with typed or printed title "OPERATING AND
MAINTENANCE INSTRUCTIONS". List the following:
a. Title of project.
b. Identity of separate structure as applicable.
c. Identity of general subject matter covered in the manual.
C. Binders:
1. Commercial quality three-ring binders with durable and cleanable plastic covers, ring
size as required.
2. When multiple binders are used, correlate the data into related, consistent groupings.
D. Number of Manuals Required: Three (3) copies of each complete manual, including all general
information and plumbing, mechanical, electrical and fire sprinkler sections.
1.03 CONTENT OF MANUAL
A. Table of Contents for each volume arranged in sequential order.
1. Contractor, name of responsible principal, address and telephone number.
2. List of each product required to be included, indexed to content of the volume.
3. List with each product, name, address and telephone number of:
a. Subcontractor or installer.
b. Maintenance contractor as appropriate.
c. Identify the area of responsibility of each.
d. Local source of supply for parts and replacement.
4. Identify each product by product name and other identifying symbols as set forth in
Contract Documents.
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B. Product Data: Contractor shall mark or edit manufacturer's printed literature as to the specific
items used in the Project.
1. Include only those sheets which are pertinent to the specific product.
2. Note each sheet to:
a. Clearly identify specific product or part installed.
b. Clearly identify data applicable to installation.
c. Delete references to inapplicable information.
C. Drawings:
1. Supplement product data with drawings as necessary to clearly illustrate:
a. Relations of component parts of equipment and systems.
b. Control and flow diagrams.
2. Coordinate drawings with information in Project Record Documents to assure correct
illustration of completed installation. Do not use Record Documents as maintenance
drawings.
D. Written text as required to supplement product data for the particular installation:
1. Organize in consistent format under separate headings for different procedures.
2. Provide logical sequence of instruction for each procedure.
E. Copy of each warranty, bond and service contract issued indicating:
1. Proper procedures in the event of failure.
2. Instances which might affect validity of warranties or bonds.
F. Copy of Material Safety Data Sheets (MSDS) for each product or material.
G. Color/Finish Schedules:
1. List of each color and finish selection for all exterior materials, including manufacturer
and color/finish number.
2. List of each color and finish selection for all interior materials, including manufacturer
and color/finish number.
1.04 GENERAL MANUAL FOR MATERIALS AND FINISHES
A. Provide complete information for products specified in individual Sections of these
Specifications.
1.05 MANUALS FOR PLUMBING, MECHANICAL AND ELECTRICAL SYSTEMS
A. Content for each unit of equipment and system as appropriate:
1. Description of unit and component parts.
2. Operating Procedures:
a. Start-up, break-in, routine and normal operating instructions.
b. Regulation, control, stopping, shutdown and emergency instructions.
c. Summer and winter operating instructions.
d. Special operating instructions.
3. Maintenance Procedures:
a. Routine operations.
b. Guide to "troubleshooting".
c. Disassembly, repair and reassembly.
d. Alignment, adjusting and checking.
4. Servicing and lubrication schedule, with list of lubricants required.
5. Manufacturer's printed operating and maintenance instructions.
6. Description of sequence of operation by control manufacturer.
7. Original manufacturer's parts list, illustrations, assembly drawings and diagrams
required for maintenance.
8. As-installed control diagrams by control manufacturer.
9. As-installed color-coded piping diagrams.
10. Charts of valve tag numbers with location and function of each valve.
11. List of original manufacturer's spare parts, manufacturer's current prices and
recommended quantities to be maintained in storage.
12. Other data as required under pertinent Sections of Specifications.
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B. Content for each electric and electronic system as appropriate:
1. Description of system and component parts.
a. Function, normal operating characteristics and limiting conditions.
b. Engineering data and tests.
c. Complete nomenclature and commercial number of replaceable parts.
2. Circuit directories of panelboards.
a. Electrical service.
b. Controls.
c. Communications.
3. As-installed color-coded wiring diagrams.
4. Operating Procedures:
a. Routine and normal operating instructions.
b. Sequences required.
c. Special operating instructions.
5. Maintenance Procedures:
a. Routine operations.
b. Guide to "troubleshooting".
c. Disassembly, repair and reassembly.
d. Adjustment and checking.
6. Manufacturer's printed operating and maintenance instructions.
7. List of original manufacturer's spare parts, manufacturer's current prices and
recommended quantities to be maintained in storage.
8. Other data as required under pertinent Sections of Specifications.
C. Prepare and include additional data when the need for such data becomes apparent during
instruction of Owner's personnel.
D. Provide complete information for products specified in:
1. Division 15, Plumbing and Mechanical Systems and Equipment.
2. Division 16, Electrical Systems and Equipment.
1.06 SUBMITTAL SCHEDULE
A. Submit specified number of copies of approved data in final form no later than fifteen (15)
days after final inspection or acceptance, but prior to applying for final payment.
B. Operating and maintenance manuals shall be submitted, reviewed and accepted by the Owner
prior to the Final Application for Payment being processed.
1.07 INSTRUCTION OF OWNER'S PERSONNEL
A. Prior to final inspection or acceptance, fully instruct Owner's designated operating and
maintenance personnel in operation, adjustment and maintenance of products, equipment and
systems.
B. Operating and maintenance manual shall constitute the basis of instruction.
C. Review contents of manual with personnel in full detail to explain all aspects of operations and
maintenance.
END OF SECTION
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SECTION 01740
WARRANTIES AND BONDS
PART 1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. Contractor shall compile specified warranties and bonds and specified service and maintenance
contracts.
B. Review submittals to verify compliance with Contract Documents.
C. Submit to Architect for review and transmittal to Owner.
D. Related requirements specified elsewhere:
1. Instructions to Bidders: Bid or Proposal Bond.
2. Conditions of the Contract: Performance Bond and Labor and Material Payment Bond.
3. Conditions of the Contract: General Warranty of Construction.
4. Section 01700, Contract Close-Out.
5. Section 01730, Operating and Maintenance Data.
1.02 SUBMITTAL REQUIREMENTS
A. General: Submit warranties, bonds and service and maintenance contracts as specified in
respective Sections of Specifications.
1. Unless otherwise indicated, all warranties shall be written in the Owner's name, and
shall be transferable to future Owner(s) for the duration of the warranty period.
B. Assemble warranties, bonds and service and maintenance contracts, executed by each of the
respective manufacturers, suppliers and subcontractors, bound with operating and
maintenance data. Manuals are specified in Section 01730.
C. Number of original signed copies required: Three (3) each, or as required by number of
manuals specified in Section 01730.
D. Table of Contents: Neatly typed in orderly sequence. Provide complete information for each
item.
1. Product or work item.
2. Firm with name of principal, address and telephone number.
3. Scope of warranty, bond or service and maintenance contract.
4. Date of beginning of warranty, bond or service and maintenance contract.
5. Duration of warranty, bond or service and maintenance contract.
6. Provide information for Owner's personnel:
a. Proper procedure in case of failure.
b. Conditions which might affect the validity of warranty or bond.
7. Contractor, name of responsible principal, address and telephone number.
E. Format of Submittals:
1. Format: Prepare in duplicate packets.
2. Size: 8-1/2" x 11" punched sheets for standard three-ring binder. Fold larger sheets to
fit into binders.
1.03 SCHEDULE OF SUBMITTALS
A. Submit documents within twenty-five (25) days after inspection and acceptance for equipment
or component parts of equipment put into service during progress of construction.
B. Otherwise make submittals within twenty-five (25) days after date of Substantial Completion,
prior to final request for payment.
C. For items of work where acceptance is delayed materially beyond date of Substantial
Completion, provide updated submittal within ten (10) days after acceptance, listing date of
acceptance as start of warranty period.
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1.04 REQUIRED WARRANTIES AND BONDS
A. Bid or Proposal Bond: Refer to Instructions to Bidders.
B. Performance and Payment Bond: Refer to Conditions of the Contract.
C. General Warranty of Construction: Refer to Conditions of the Contract. Unless modified
elsewhere, General Contractor shall warrant all construction materials and workmanship for a
period of two (2) calendar years from the date of Substantial Completion.
D. Extended Warranties: Certain portions of the Project may have warranty coverage
requirements in excess of the general warranty stipulated herein. Examples of these extended
warranties may include, but not be limited to, roof shingles and windows.
E. Warranties: Provide required warranties for products, materials and equipment covering
defects in materials and workmanship for the time duration(s) specified in individual Sections.
Where no specific warranty is mentioned, provide warranty coverages normally provided by the
manufacturer for that product, but in no case less than two (2) years from the date of
Substantial Completion.
1. Unless otherwise indicated, all warranties shall be written in the Owner's name.
F. Provide warranties and/or bonds for products and services specified in individual Sections of
these Specifications.
1. Warranties for individual materials or systems shall not be pro-rated, unless specifically
allowed in individual sections of these Specifications.
G. Maintenance Agreements: None required. However, all Contractors and Subcontractors shall
be required to make service calls as requested by the Owner throughout the one-year general
warranty period, at no additional expense to the Owner.
H. Optional Bond(s): The Contractor shall retain the right to require Performance and/or Labor
and Material Payment Bonds from any or all of his/her Subcontractors. The costs of such
second or third tier bonds will not be paid for by the Owner.
END OF SECTION
APPENDIX
Soils Report
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE APPLICABLE
REQUIREMENTS OF THE IBC, MECHANICAL CODE AND NATIONAL ELECTRIC
CODE, ALL CURRENT EDITIONS. PREMANUFATCTURED BUILDING
CONTRACTOR TO VERIFY REQUIREMENTS WITH LARIMER COUNTY
2. CONTRACTOR SHALL REVIEW THE DRAWINGS, FIELD VERIFY EXISTING
CONDITIONS AND VERIFY ALL ASPECTS OF THIS PROJECT PRIOR TO
BEGINNING CONSTRUCTION AND NOTIFY OWNER REPRESENTATIVE OF ANY
DISCREPANCIES.
3. THE INTENT OF THIS PACKAGE IS TO DEFINE THE SCOPE FOR THE
CONTRACTOR AND PREFABRICATED BUILDING MANUFACTURER.
PREFABRICATED BUILDING MANUFACTURER SHALL BE RESPONSIBLE FOR
ALL FINAL DRAWINGS AS REQUIRED FOR CONSTRUCTION AND BUILDING
PERMIT, INCLUDING BUT NOT LIMITED TO, ARCHITECTURAL, STRUCTURAL,
MECHANICAL AND ELECTRICAL.
4. SITE CONSTRUCTION INCLUDING EXCAVATION, UTILITY INSTALLATION,
PARKING LOT AND FINAL GRADING SHALL BE BY THE OWNER OR HIS
REPRESENTATIVE. COORDINATION BETWEEN THE SITE CONSTRUCTION AND
BUILDING CONSTRUCTION SHALL BE BY THE BUILDING CONTRACTOR. SITE
ELEMENTS IN THIS PACKAGE ARE FOR THE CONTRACTOR CONVENIENCE.
5. ALL EXTERIOR AND INTERIOR MATERIALS AND FINISHES SHALL BE AS
SHOWN ON THE CONTRACT DOCUMENTS, OR AS NEGOTIATED BY THE OWNER
/CONTRACTOR FOR ITEMS NOT DETAILED. PREFABRICATED BUILDING
MANUFACTURER SHALL NOTE ANY AND ALL DESIGN AND CONSTRUCTION
CHANGES FROM THE BUILDING DESIGN AS PART OF THe BID.
6. THE EXISTING CONDITIONS DEPICTED ON THESE DRAWINGS ARE BASED
ON THE BEST AVAILABLE INFORMATION AND SHALL BE VERIFIED BY THE
CONTRACTOR PRIOR TO CONSTRUCTION.
7. USE ONLY APPROVED, NON-EXPANSIVE, GRANULAR MATERIAL AS FILL. ALL
FILL MATERIAL TO BE APPROVED BY OWNER REP.
8. CLEAN ENTIRE AREA AFFECTED BY CONSTRUCTION.
9. ALL MATERIALS TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS
UNLESS OTHERWISE NOTED.
10. ALL NEW GYP. BD., SHALL HAVE LIGHT ORANGE PEEL TEXTURE W/ ONE
COAT PRIMER AND TWO COATS PAINT.
11. PAINT TO BE 2 COATS: SHERWIN WILLIAMS PROMAR 200 OR BENJAMIN
MOORE MOOR-O-MATIC OR EQUAL
12. INSTALL NEW 4" RUBBER BASE THROUGHOUT, UNLESS NOTED OTHERWISE.
13. CONTRACTOR TO PROVIDE THRESHOLDS OR TRANSITION STRIPS AT
CHANGE IN FLOORING MATERIALS.
14. ALL GYPSUM BOARD SHEATHING AT INTERIOR OF TOILET ROOMS, &
JANITOR CLOSET TO BE MOISTURE RESISTANT.
15. GEOTECHNICAL REPORT FOR THIS SITE IS BY CTL THOMPSON PROJECT
NO. FCO5361-125.
16. ALL MATERIALS TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS
UNLESS OTHERWISE NOTED
PRINTED
OWNER REPRESENTATIVE:
CIVIL ENGINEER:
CONTACT: INTERWEST CONSULTING GROUP
1218 W. ASH, SUITE C
WINDSOR, COLORADO 80550
MIKE OBERLANDER
970-674-3300
ELECTRICAL ENGINEER :
CONTACT: ESC ENGINEERING
3540 JFK PARKWAY
FORT COLLINS, COLORADO 80525
KATE HODGSON
970-212-1522
ABBREVIATIONS
WH
GFI GFI
GFI
2
GFI
GFI
UP
GFI GFI
2
1 A102
A102
A102
A102
2
4
3
B B
5' - 3 7/8" 6' - 10 1/2" 12' - 10 1/4"
E
1
A103
5' - 0 1/4" 12' - 4" 9' - 10" 8' - 2" 4' - 8 1/4"
3
A103
2
A103
D
ELECTRIC AIR
CONDITIONER /
PROPANE FURNACE
90% EFF. MIN.
20 GAL ELEC.
WATER HEATER
ON SHELF ABOVE
UTILITY SINK
POLY UTILITY
SINK
3 PIECE SS
GRAB BARS
DUAL FLUSH
CHINA TANK
TOILET
ULTRA LOW
WATER CHINA
URINAL ZURN
OR FALCON
WALL
MOUNTED
HANDSINK
4X4 CERAMIC
TILE 4' HIGH 3
WALLS EACH
TOILET ROOM
12X12 CERAMIC
FLOOR TILE
12X12 VCT FLOOR
FRAME WALL FOR
FUTURE DOOR
2X4 WOOD
FRAMED WALL
MAIN FLOOR
0' - 0"
1
A103
D D
HIGH PROFILE
ARCHITECTURAL
SHINGLE ROOF W/
30 YR. WARRANTY
ADD ALT.: 8X8 WD. COLUMN
ADD ALT.: 2X8 WD. FRAMING
8" HORIZONTAL CEMENT
BD. LAP SIDING - PNT.
1X4 WD. TRIM AT CORNERS
1X4 WD. TRIM
VERTICAL CEMENT BD. BOARD
AND BATTEN SIDING - PNT.
ADD ALT.: PATIO HIP ROOF
VENTED RIDGE
ROOF BEARING
9' - 0 5/8"
7
CONCRETE PATIO
MAIN FLOOR
0' - 0"
3
A103
2
A103
B B
D
1X4 WD. TRIM
AT CORNERS
1X4 WD. TRIM
HIGH PROFILE
ARCHITECTURAL
SHINGLE ROOF W/
30 YR. WARRANTY
8" HORIZONTAL CEMENT
BD. LAP SIDING - PNT.
VERTICAL CEMENT BD. BOARD
AND BATTEN SIDING - PNT.
VENTED RIDGE
ROOF BEARING
9' - 0 5/8"
MAIN FLOOR
0' - 0"
3
A103
2
A103
D D D
1X4 WD. TRIM
AT CORNERS
1X4 TRIM AT CORNERS
1X4 TRIM
HIGH PROFILE
ARCHITECTURAL
SHINGLE ROOF W/
30 YR. WARRANTY
MAIN FLOOR
0' - 0"
3
A103
2
A103
9' - 0"
T.O. FOOTING
-4' - 0"
ASPHALT SHINGLE
ROOF OVER ICE &
WATER SHIELD OVER
PLYWD. SHEATHING
OVER PRE-ENG. WD.
ROOF TRUSSES
SOFFIT BD. OVER WD.
STUD FRMG.
FASCIA BD. - PAINT
EXTERIOR SIDING OVER AIR BARRIER
OVER 1" INSUL. SHEATHING (OR 1/2"
INSUL. SHEATHING OVER 1/2"
PLYWD. WHERE REQUIRED BY
STRUCTURAL) OVER 2X6 WD.
FRAMING W/ R-19 CELLULOSE INSUL.
AND 5/8" GYP. BD. ON INTERIOR
8" W. CONC.
FOUNDATION WALL
CONC. FOOTING
3/4" PLYWD. DECK
2X8 FLOOR JOISTS
W/ MTL. HANGARS
4" THK. CRAWL-
SPACE FLOOR SLAB
R-49 BATT INSUL.
5/8" GYP. BD. CLNG.
ON BTM. OF PRE-ENG.
WD. TRUSSES
2" R-10 RIGID INSUL.
FROM T.O. FOUNDATION
TO GRADE
ROOF BEARING
9' - 0 5/8"
PROVIDE CRAWLSPACE
VENTILATION AS REQ. BY CODE
3 4 5
UNDER SLAB RADON
VENTILATION. PROVIDE
STACK THRU JANITOR
CLOSET
D
427 SF
CONFERENCE
11
176 SF
ENTRY
12
MAIN FLOOR
0' - 0"
1
A103
GFI
WALL-MTD. SINK
ZURN PINT FLUSH URINAL
3 PC. S.S. GRAB -BARS
DUAL-FLUSH CHINA TANK TOILET
4X4 CERAMIC TILE
TO 4'-0" A.F.F.
3' - 0"
3' - 4" 1' - 6"
1' - 7"
2' - 8"
3 PC. S.S. GRAB -BARS
DUAL-FLUSH CHINA
TANK TOILET
4X4 CERAMIC TILE
TO 4'-0" A.F.F.
3' - 0" 0' - 4" 1' - 6"
1' - 3" 2' - 3" 1' - 0"
S.C. PRE-HUNG.
WD. DOOR
PRE-HUNG.
WD. FRAME
RE: SCHED.
RE: SCHED.
RE: SCHED. 0' - 0 3/4"
0' - 0 3/4" RE: SCHED. 0' - 0 3/4"
1t A 1t 1t
B C
2' - 10 1/2"
3' - 0" 3' - 10 1/2"
3' - 0" 3' - 10 1/2"
1' - 10 1/2"
5' - 10 1/2" 1' - 0"
3' - 0"
NOTE:
ALL WINDOWS ARE
TRIPLE PANE
INSULATED
A104 1
3
2' - 7 1/2" 4' - 8 1/2" 1' - 6 3/8"
1' - 3 5/8"
1 2 3 4 5
A
B
C
D
PROJECT
DATE
DRAWN
1015
712 WHALERS WAY SUITE, B-100
FORT COLLINS, CO 80525
(970) 223-1820
www.aller-lingle-massey.com
NOT FOR CONSTRUCTION
FORT COLLINS COLORADO
A104
SCHEDULES, TYPES, INT.
ELEVS
WH
GFI GFI
GFI
2
GFI
GFI
429 SF
CONFERENCE
11
177 SF
ENTRY
12
94 SF
OFFICE
13
63 SF
MENS
14
69 SF
WOMENS
15
56 SF
JANITOR
16
1
2
3 4
5
6
7
Project Name PANEL: H
120/240 VOLT BUS: 225A CU
1 PHASE, 3 W. MAIN: 200A MAIN CIRCUIT BREAKER LOCATION: EXTERIOR OF BUILDING
Available Fault Current: 10,000 AIC
FED FROM:
MOUNTING: SURFACE
ID BREAKER DESCRIPTION V - A CIRCUIT PHASE CIRCUIT V - A DESCRIPTION BREAKER ID
L 20 LIGHTING 1 A 2 A/C 40/2 M
L 20 LIGHTING 3 B 4 M
R 20 RECEPTS 5 A 6 WATER HEATER 30/2 E
R 20 RECEPTS 7 B 8 E
+ 20 - SPARE - 9 A 10 GRINDER 15/2 M
+ 20 - SPARE - 11 B 12 M
+ 20 - SPARE - 13 A 14 GRINDER 15 M
+ 20 - SPARE - 15 B 16 GARAGE 20 D
+ 20 - SPARE - 17 A 18 - SPARE - 20 +
+ 20 - SPARE - 19 B 20 - SPARE - 20 +
+ 20 - SPARE - 21 A 22 - SPARE - 20 +
+ 20 - SPARE - 23 B 24 - SPARE - 20 +
+ 20 - SPARE - 25 A 26 - SPARE - 20 +
+ 20 - SPARE - 27 B 28 - SPARE - 20 +
+ 20 - SPARE - 29 A 30 - SPARE - 20 +
+ 20 - SPARE - 31 B 32 - SPARE - 20 +
+ 20 - SPARE - 33 A 34 - SPARE - 20 +
+ 20 - SPARE - 35 B 36 - SPARE - 20 +
+ 20 - SPARE - 37 A 38 - SPARE - 20 +
+ 20 - SPARE - 39 B 40 - SPARE - 20 +
CONNECTED LOAD (Downstream Loads Included) TOTALS LOAD SUMMARY
Phase A 0 CATEGORY CONNECTED FACTOR CALCULATED V - A AMPS
Phase B 0 LIGHTING 0 125% 0 0.0
GENERAL RECEPTACLE 0 100% 0 0.0
DOWNSTREAM LOADS REMAINING GENERAL REC. 0 50% 0 0.0
DEDICATED RECEPTACLE 0 100% 0 0.0
MOTOR 0 100% 0 0.0
LARGEST MOTOR 0 125% 0 0.0
MISCELANEOUS 0 100% 0 0.0
KITCHEN 0 65% 0 0.0
ELECTRIC HEAT 0 125% 0 0.0
Total Demand: 0
8/12/11
Author
CITY OF FORT COLLINS
ROSELAWN OFFICE
Project Status
Door Schedule
Mark Thickness Height Width Type Material Finish Fire Rating Frame Type
Frame
Material
Frame
Finish Comments
1 0' - 2" 6' - 8" 3' - 0"
2 0' - 2" 6' - 8" 3' - 0"
3 0' - 2" 6' - 8" 3' - 0"
4 0' - 2" 6' - 8" 3' - 0"
5 0' - 2" 6' - 8" 3' - 0"
6 0' - 2" 6' - 8" 3' - 0"
7 0' - 2" 6' - 8" 5' - 8"
Room Schedule
Number Name Area Base Finish Floor Finish N. Wall N. Wall Fin. S. Wall S. Wall Fin. E. Wall E. Wall Fin. W. Wall W. Wall Fin.
Ceiling
Finish Comments
11 CONFERE
NCE
427 SF RUB. CPT. G.B. PNT. G.B. PNT. G.B. PNT. G.B. PNT. G.B.
12 ENTRY 176 SF RUB. CPT. G.B. PNT. G.B. PNT. G.B. PNT. G.B. PNT. G.B.
13 OFFICE 94 SF RUB. CPT. G.B. PNT. G.B. PNT. G.B. PNT. G.B. PNT. G.B.
14 MENS 62 SF RUB. C.T. G.B. PNT./TILE G.B. PNT. G.B. PNT./TILE G.B. PNT./TILE G.B.
15 WOMENS 69 SF RUB. C.T. G.B. PNT./TILE G.B. PNT. G.B. PNT./TILE G.B. PNT./TILE G.B.
16 JANITOR 56 SF RUB. S.V. G.B. PNT. G.B. PNT. G.B. PNT. G.B. PNT. G.B.
1/4" = 1'-0"
1
Elevation 1 - a
1/4" = 1'-0"
3
R.R. WALLS
1/4" = 1'-0"
DOOR & FRAME TYPES
1/4" = 1'-0"
WINDOW TYPES
1/2" = 1'-0"
2
ENLARGED RR PLAN
3' - 8"
T.O. FOOTING
-4' - 0"
ASPHALT SHINGLE
ROOF OVER ICE &
WATER SHIELD OVER
PLYWD. SHEATHING
OVER PRE-ENG. WD.
ROOF TRUSSES
SOFFIT BD. OVER WD.
STUD FRMG.
WD. FASCIA BD.
EXTERIOR SIDING OVER AIR
BARRIER OVER 1" INSUL. SHEATHING
(OR 1/2" INSUL. SHEATHING OVER
1/2" PLYWD. WHERE REQUIRED BY
STRUCTURAL) OVER 2X6 WD.
FRAMING W/ R-19 CELLULOSE INSUL.
AND 5/8" GYP. BD. ON INTERIOR
8" W. CONC.
FOUNDATION WALL
CONC. FOOTING
3/4" PLYWD. DECK
2X8 FLOOR JOISTS
W/ MTL. HANGARS
4" THK. CRAWL-
SPACE FLOOR SLAB
R-49 BATT INSUL.
5/8" GYP. BD. CLG. ON
BTM. OF PRE-ENG. WD.
TRUSSES
1' - 6"
2" R-10 RIGID INSUL. FROM
T.O. FOUNDATION TO
GRADE
RIDGE VENTS
TYP. HEEL HEIGHT
ROOF BEARING
9' - 0 5/8"
ADD ALT.: 8X8 WD. COLUMN
ADD ALT.: 2X8 WD. FRAMING
ADD ALT.: PATIO HIP ROOF
SUPPORT AS REQ. BY BUILDING
MANF./STRUCTURAL ENG.
EXPANSION JT. & CAULK
176 SF 6
ENTRY
12
69 SF
WOMENS
15
MAIN FLOOR
0' - 0"
1
A103
T.O. FOOTING
-4' - 0"
ASPHALT SHINGLE
ROOF OVER ICE &
WATER SHIELD OVER
PLYWD. SHEATHING
OVER PRE-ENG. WD.
ROOF TRUSSES
SOFFIT BD. OVER WD.
STUD FRMG.
WD. FASCIA BD.
EXTERIOR SIDING OVER AIR BARRIER
OVER 1" INSUL. SHEATHING (OR 1/2"
INSUL. SHEATHING OVER 1/2"
PLYWD. WHERE REQUIRED BY
STRUCTURAL) OVER 2X6 WD.
FRAMING W/ R-19 CELLULOSE INSUL.
AND 5/8" GYP. BD. ON INTERIOR
8" W. CONC.
FOUNDATION WALL
CONC. FOOTING
3/4" PLYWD. DECK
2X8 FLOOR JOISTS
W/ MTL. HANGARS
4" THK. CRAWL-
SPACE FLOOR SLAB
5/8" GYP. BD. CLNG.
ON BTM. OF PRE-
ENG. WD. TRUSSES
R-49 BATT INSUL.
4" THK. EXTERIOR
CONC. SLAB W/ LT. B
ROOM FIN
A103
A103 5
4
2" R-10 RIGID INSUL.
FROM T.O. FOUNDATION
TO GRADE
ROOF BEARING
9' - 0 5/8"
ADD ALT.: 8X8 WD. COLUMN
ADD ALT.: 2X8 WD. FRAMING
D D
7
INSULATION BAFFLE
3" ON CENTER SOFFIT
VENTS PER CODE
427 SF
CONFERENCE
11
CONC. FOUNDATION
BY OTHERS
EXTEND SHEATHING,
VAPOR BARRIER AND
SIDING DOWN PAST
TOP OF CONC.
FOUNDATION
RIM JOIST
2X WD. BLOCKING
ANCHOR BOLT
FLOOR JOIST
3/4" WD. DECK
0' - 6"
2" R-10 RIGID INSUL.
FROM T.O.
FOUNDATION TO
GRADE
EXTERIOR CONC.
SLAB - TURN DOWN
EDGE BELOW T.O.
CONC. FOUNDATION
P.T. OR MARINE GRADE
PLYWD.
CONC. FOUNDATION
BY OTHERS
EXTEND VAPOR
BARRIER DOWN
PAST BOTTOM OF
CONC. FOUNDATION
RIM JOIST
2X WD. BLOCKING
ANCHOR BOLT
FLOOR JOIST
2" R-10 RIGID INSUL.
FROM T.O. FOUNDATION
TO GRADE
1 2 3 4 5
A
B
C
D
PROJECT
DATE
DRAWN
1015
712 WHALERS WAY SUITE, B-100
FORT COLLINS, CO 80525
(970) 223-1820
www.aller-lingle-massey.com
NOT FOR CONSTRUCTION
FORT COLLINS COLORADO
A103
SECTIONS
8/12/11
Author
CITY OF FORT COLLINS
ROSELAWN OFFICE
Project Status
1/4" = 1'-0"
1
Section 1
1/4" = 1'-0"
3
Section 2
1/4" = 1'-0"
2
Section 3
1 1/2" = 1'-0"
4
TYP FOUNDATION DETAIL
1 1/2" = 1'-0"
5
FOUNDATION AT PATIO / STOOP
ADD ALT.: 8X8 WD. COLUMN
ADD ALT.: 2X8 WD. FRAMING
8" HORIZONTAL CEMENT
BD. LAP SIDING - PNT.
VERTICAL CEMENT BD.
BOARD AND BATTEN
SIDING - PNT.
ADD ALT.: PATIO HIP ROOF
SKYLIGHTS
VENTED RIDGE
ROOF BEARING
9' - 0 5/8"
EXPOSED FOUNDATION
AND PATIO TO RECIEVE
RUBBED FINISH
1
MAIN FLOOR
0' - 0"
1
A103
E D
1X4 WD. TRIM AT CORNERS
1X4 TRIM
HIGH PROFILE
ARCHITECTURAL
SHINGLE ROOF W/
30 YR. WARRANTY
ADD ALT.: 8X8 WD. COLUMN
ADD ALT.: 2X8 WD. FRAMING
8" HORIZONTAL CEMENT
BD. LAP SIDING - PNT.
VERTICAL CEMENT BD. BOARD
AND BATTEN SIDING - PNT.
ADD ALT.: PATIO HIP ROOF
VENTED RIDGE
ROOF BEARING
9' - 0 5/8"
1 2 3 4 5
A
B
C
D
PROJECT
DATE
DRAWN
1015
712 WHALERS WAY SUITE, B-100
FORT COLLINS, CO 80525
(970) 223-1820
www.aller-lingle-massey.com
NOT FOR CONSTRUCTION
FORT COLLINS COLORADO
A102
EXTERIOR ELEVATIONS
8/12/11
Author
CITY OF FORT COLLINS
ROSELAWN OFFICE
Project Status
1/4" = 1'-0"
1
East
1/4" = 1'-0"
2
North
1/4" = 1'-0"
3
South
1/4" = 1'-0"
4
West
W/ 5/8" TYPE X
GYP. BD. EACH
SIDE
2X6 WOOD
FRAMED WALL
W/ 5/8" TYPE X
GYP. BD.
INTERIOR
CAST-IN-PLACE
CONCRETE
PORCH W/
TURNED DOWN
EDGE - 4000 PSI
MIN. AND LT.
BROOM FIN.
427 SF
CONFERENCE
11
176 SF
ENTRY
12
94 SF
OFFICE
13
62 SF
MENS
14
69 SF
WOMENS
15
56 SF
JANITOR
16
1
2
3 4
5
6
7
A104 1
3
D
D D
D
D
3' - 0" 8' - 0" 2' - 11 3/4"
1' - 10" 10' - 4" 16' - 10 1/2" 0' - 8"
29' - 8 1/2"
2' - 1 7/8" 8' - 10"
40' - 0 1/2"
25' - 0 1/2"
11' - 0" 6' - 8 1/2" 6' - 8 3/4" 6' - 9" 4' - 10 3/8"
1' - 10 3/8" 4' - 5 1/8" 0' - 5 1/2" 5' - 1 1/4"
1' - 10 3/4"
0' - 3 5/8" 5' - 6 7/8" 0' - 3 5/8" 18' - 11 1/2"
0' - 3 5/8" 8' - 5 7/8" 0' - 3 5/8"
8' - 2 7/8" 1' - 10 5/8" 0' - 3 5/8" 9' - 2 3/8" 0' - 3 5/8"
0' - 3 5/8" 6' - 9"
10' - 1 7/8"
0' - 3 5/8"
3' - 7 1/2"
0' - 3 5/8"
9' - 5 7/8"
4' - 0 1/2" 6' - 2" 25' - 1 3/4" 4' - 8 1/4"
A104
2
12' - 0"
DOWN
CAST-IN-PLACE CONC.
PORCH W/ RUBBED
EDGES
1:20
1:20
4'-0"X8'-0"X4"
THK. 4000 PSI
CAST-IN-PLACE
CONC. PAD W/
LT BROOM FIN.
WALL MTD. CUBE-IT IT
CABINET BY OWNER
DEDICATED
OUTLET AND
GROUNDING BAR
CEDAR TRELLIS
POST 8X8 MIN. -
STAIN
CAST-IN-PLACE CONC.
STEPS W/ STEEL HANDRAIL
EACH SIDE
WARP GRADE
TO MEET
CONCRETE
STOOP
APPROX.
LOCATION OF
ELEC. & TELE.
ENTRANCE
2" DIA. SLEEVE
FOR FUTURE
USE
APPROX.
LOCATION OF
PROPANE
ENTRANCE
APPROX.
LOCATION OF
SAN. SEWER TO
LIFT STATION BY
BUILDING
CONTRACTOR
CAST-IN-PLACE
CONCRETE SPLASH
BLOCK
HARDBOARD
SOFFIT ATTACH
TO BOTTOM OF
TRUSS TAILS -
PAINT
3"DIA SOFFIT
VENTS WITH
INSECT SCREEN
@ EACH TRUSS
BAY AS REQ'D.
BY CODE
5/8" TYP. X GYP. BD.
CEILING ATTACH TO
BOTTOM OF ROOF
TRUSSES WITH LT.
TEXTURE FIN. - PAINT
T8 1X4 WALL MTD
FLUOR LIGHT
FIXTURE
T8 2X4 SURFACE
MTD. FLUOR LIGHT
FIXTURE
CEILING MTD. LIGHT
FIXTURE
CEILING MTD. LIGHT
FIXTURE
EQ EQ
8' - 5 3/4"
2' - 6"
EQ EQ
2' - 6" 7' - 0"
SKYLIGHTS
PREFINISHED METAL
DOWNSPOUT
PREFINISHED METAL
DOWNSPOUT
1 A102
A102
A102
A102
2
4
3
4" / 1'-0"
4" / 1'-0"
4" / 1'-0"
4" / 1'-0"
4" / 1'-0"
4" / 1'-0" 4" / 1'-0"
HIGH PROFILE
ARCHITECTURAL
SHINGLE ROOF W/ 30
YR. WARRANTY
2' - 0"
2' - 0"
2' - 0"
2' - 0"
14' - 0"
SKYLIGHTS
ADD. ALTERNATE:
HIP PATIO ROOF
ADD. ALTERNATE:
8x8 COLUMN AND
2X8 FRAMING
11' - 0"
RIDGE VENT
PREFINISHED
METAL GUTTER
1 2 3 4 5
A
B
C
D
PROJECT
DATE
DRAWN
1015
712 WHALERS WAY SUITE, B-100
FORT COLLINS, CO 80525
(970) 223-1820
www.aller-lingle-massey.com
NOT FOR CONSTRUCTION
FORT COLLINS COLORADO
A101
PLANS
8/12/11
SJM
CITY OF FORT COLLINS
ROSELAWN OFFICE
Project Status
1/4" = 1'-0"
1
FLOOR PLAN
1/8" = 1'-0"
2
REFLECTED CEILING PLAN
1/8" = 1'-0"
3
ROOF PLAN
GENERAL NOTES:
1. THESE PLANS ARE CONCEPTUAL. PREFABRICATED
BUILDING MANUFACTURER TO PROVIDE SYSTEM
ENGINEERING AS REQUIRED PER LARIMER
COUNTY BUILDING DEPARTMENT REQUIREMENTS.
MANUFACTURER SHALL PROVIDE OWNER LIST OF
CHANGES, VARIATIONS OR ASSUMPTIONS FROM
THESE PLANS
2. PROVIDE MECHANICAL SYSTEM FOR HEAT AND
COOLING TO ALL SPACES INSULATE DUCTWORK
WHERE INSTALLED IN UNCONDITIONED SPACES.
@ AT
A.F.F. Above Finished Floor
A.H.U. Air-Handling Unit
B.O. Bottom Of
B.M. Benchmark
C.J. Control Joint
C.M.U. Concrete Masonry Unit
C.U. Condensing Unit
CAB. Cabinet
CER.TL. Ceramic Tile
CONT. Continuous
D.F. Drinking Fountain
DBL. Double
D.S. Downspout
DWG. Drawings
E.C. Electrical Conduit
E.F. Exhaust Fan
E.J. Expansion Joint
E.W.C. Electric Water Cooler
EA. Each
E.P.PT. Epoxy Paint
EQ. Equal
EXIST or (E) Existing
EXT. Exterior
F.D. Floor Drain
F.E. Fire Extinguisher
F.V. Field Verify
FIN. Finish
FLR. Floor
FTG. Footing
GALV. Galvanized
GYP.BD. Gypsum Wallboard
HC Handicapped
H.C. Hollow Core (Wood)
HDR. Header
H.M. Hollow Metal
HORIZ. Horizontal
I.D. Inside Diameter
INS.STL. Insulated Steel
INT. Interior
M.O. Masonry Opening
MANUF. Manufacturer
MTL. Metal
(N) New
N.I.C. Not in Contract
N.T.S. Not to Scale
NOM. Nominal
O.A. Overall
O.C. On Center
O.D. Outside Diameter
O.H. Overhead
PL.LAM. Plastic Laminate
P.T. Pressure-Treated
P.TL. Paper Towel Dispenser
PLYWD. Plywood
PNT. Paint
R.D. Roof Drain
R.O. Rough Opening
R.T.U. Roof - Top Unit
REINF. Reinforce or Reinforcing
RESIL. Resilient (flooring or base)
REQ'D Required
RLG. Rolling
RND. Round
RW. Redwood
S.AC.TL. Suspended Acoustical Tile
S.C. Solid Core (wood)
S.D. Soap Dispenser
S.S. Stainless Steel
SAIL.CRS. Sailor Course (masonry)
STL. Sheet
T.P. Toilet Paper Dispenser
TEMP. Tempered (glass)
T.O. Top Of
TYP. Typical
U.N.O. Unless Noted Otherwise
V.C.T. Vinyl Composition Tile
V. Vent
VERT. Vertical
V.T.R. Vent Thru Roof
V.WC. Vinyl Wallcovering
W/ With
W/O Without
WD. Wood
A1
1
Property Line
Existing Contour
New Contour
Easement / Setback
Sanitary Sewer
Water Line
Gas Line
Storm Drain
Window Type
Drawing Title
Drawing Number
Sheet Number
Scale
Room Name
Room Number
10
10
SS
W
G
SD
Datum
Spot Elevation ?
A
1111
AAAA1111
DWGTTL DWG TTL
1/4" =1'-0"
ROOM NAME
1
A1
Wall Elevation
Detail
1
A1
Building Section
1
A1
Wall Section
Grid Line
A
Batt Insulation
Granular Fill
Wood Blocking Precast Concrete
Finish Wood
Dimensional Wood
Plywood Brick Stone
Concrete Masonry
Cast in Place Conc.
Steel
Rigid Insulation
Gypsum Board
Earth
ALA PROJECT NO.
FILE NAME:
712 WHALERS WAY SUITE, B-100
FORT COLLINS, CO 80525
(970) 223-1820
www.aller-lingle-massey.com
ARCHITECTURAL SYMBOLS SITE DATA
BUILDING DATA
MATERIALS
DRAWING INDEX
CONTACT: CITY OF FORT COLLINS
300 W. LAPORTE AVENUE
FORT COLLINS, COLORADO 80580
STEVE SEEFELD
970-221-6227
8/17/2011 9:53:23 AM
FORT COLLINS COLORADO
ROSELAWN OFFICE
CITY OF FORT COLLINS
Project Status
1043.02
1/4" = 1'-0"
General Notes
CONSTRUCTION TYPE:
TYPE VB, NOT SPRINKLERED
2009 INTERNATIONAL BUILDING CODE (IBC)
OCCUPANCY CLASSIFICATION
OCCUPANCY TYPE: B BUSINESS SECTION 303
OCCUPANCY LOAD TABLE 1004.1.1
BUSINESS 1000 S.F./100 = 10 OCC.
RESTROOM
1 PER 75 FOR MALE AND FEMALE REQUIRED TABLE 2902.1
2 PROVIDED
EXIT ACCESS TABLE 1019.1-
1 REQUIRED - 2 PROVIDED
SD1 ARCHITECTURAL SITE PLAN
A101 FLOOR, REFLECTED CEILING AND ROOF PLANS
A102 EXTERIOR ELEVATIONS
A103 BUILDING SECTIONS & DETAILS
A104 SCHEDULES, INTERIOR ELEVATIONS, DOOR AND WINDOW TYPES
APPROXIMATE SITE AREA: 30 ACRE
ZONING: TOURIST / OPEN
CIVIL
C1 UTILITY PLAN
C2 UTILITY DETAILS
C3 UTILITY DETAILS
C4 GRADING PLAN
ELECTRICAL
E1.0 ELECTRICAL PLAN
ARCHITECTURAL
NOTE: ARCHITECTURAL DRAWINGS ARE FOR THE PREFABRICATED BUILDING MANUFACTURER /
GENERAL CONTRACTOR FOR PROVIDING DESIGN AND ENGINEERING FOR THE
PREFABRICATED BUILDING AND STRUCTURE. BUILDING MANUFACTURER SHALL BE
RESPONSIBLE FOR OBTAINING ALL NECESSARY BUILDING PERMITS AND COORDINATION WITH
OWNER. CIVIL AND ELECTRICAL DRAWINGS ARE FOR COORDINATION OF ITEMS TO BE
CONSTRUCTED BY THE OWNER