1 SPECIFICATIONS FOR THE THE MEADOWS GOLF CLUB BUNKER RENOVATION ASBURY, IOWA Table of Contents Bidding Requirements Bid Notice Instructions to Bidders Formal Bid Proposal Exhibits Exhibit A - General Contractor Experience Exhibit B - Subcontractor List Exhibit C - Affidavit of Organization Exhibit D - Performance Bond Exhibit E - Payment Bond Schedule D - Contractor Insurance Division 1 - General Requirements Special Provisions General Conditions Section 01200 - Summary of the Work Section 01250 - Substitutions of Materials Section 01300 - Temporary Facilities and Cleaning Up Division 2 - Site Work Section 02230 - Site Clearing Section 02300 - Earth Work Section 02440 - Irrigation Section 02620 - Site Drainage Section 02660 - Greens, Tees and Sand Bunkers Section 02820 - Sodding Section 02830 - Seeding
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1
SPECIFICATIONS FOR THE
THE MEADOWS GOLF CLUB BUNKER RENOVATION
ASBURY, IOWA
Table of Contents
Bidding Requirements
Bid Notice
Instructions to Bidders
Formal Bid Proposal
Exhibits
Exhibit A - General Contractor Experience
Exhibit B - Subcontractor List
Exhibit C - Affidavit of Organization
Exhibit D - Performance Bond
Exhibit E - Payment Bond
Schedule D - Contractor Insurance
Division 1 - General Requirements
Special Provisions
General Conditions
Section 01200 - Summary of the Work
Section 01250 - Substitutions of Materials
Section 01300 - Temporary Facilities and Cleaning Up
Division 2 - Site Work
Section 02230 - Site Clearing
Section 02300 - Earth Work
Section 02440 - Irrigation
Section 02620 - Site Drainage
Section 02660 - Greens, Tees and Sand Bunkers
Section 02820 - Sodding
Section 02830 - Seeding
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PROJECT COMPONENTS
SHEET NUMBER DESCRIPTION
SP Site Plan
1-19 Hole by Hole drawings -19 pages
CD Construction Details
(drawings bound separately)
HERFORT NORBY GOLF COURSE ARCHITECTS, LLC.
______ ________
Kevin Norby
_______January 16, 2019 (revised)___
Date
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THE MEADOWS GOLF CLUB BUNKER RENOVATION Asbury, Iowa
Index ..................................................................................................................................................... 3
Advertisement For Bids ........................................................................................................................ 4
Instructions to Bidders ......................................................................................................................... 5
Site Clearing ....................................................................................................................................... 60
Site Drainage ...................................................................................................................................... 80
equal to five percent (5%) of the amount of the CONTRACT. The Bid Security shall be in the form of a
cashier’s check, or certified check drawn on a state chartered or federally charted bank, or a certified
share draft drawn on a state-chartered or federally chartered credit union, or a bid bond. The Bid
Security shall contain no exceptions.
By virtue of Statutory authority, a preference will be given to products and provisions grown and
produced within the State of Iowa and to Iowa Domestic Labor, to the extent lawfully required under
Iowa statutes.
OWNER is designated a Tax Exempt Entity. As such, CONTRACTOR, and any subcontractors, under
this contract, shall be provided a Tax Exempt Certificate and authorization letter from the OWNER.
Tax Exempt certificate and authorization letter shall be used by CONTRACTOR to secure building
materials or equipment intended for completion of this project without payment of sales tax.
CONTRACTOR is not mandated to complete Iowa Department of Revenue Form 35002 – Iowa
Contractor’s Statement upon execution of agreement. CONTRACTOR agrees to this method of sales
tax exemption and it shall not be modified during the course of construction.
BIDDER shall satisfy themselves of the accuracy of the estimated quantities in the BID schedule by
examination of the site and review of the contract documents; including ADDENDA. After BIDS have
been submitted, the BIDDER shall not assert that there was a misunderstanding concerning the
quantities of WORK or nature of the WORK to be done.
The successful BIDDER shall be required to furnish a performance BOND and a payment BOND, each
in the amount of one hundred percent (100%) of the CONTRACT PRICE, with a corporate surety
approved by the OWNER, within ten (10) calendar days of the date when the NOTICE OF AWARD is
delivered to the BIDDER. The NOTICE OF AWARD shall be accompanied by the necessary
AGREEMENT and BOND forms. In case of failure of the BIDDER to execute the AGREEMENT, the
OWNER may at his option consider the BIDDER in default, in which case the BID BOND shall become
property of the OWNER.
No BID submitted by any BIDDER which contains a condition or qualification shall be recognized or
accepted by the OWNER and any letter or communication accompanying the BID which contains a
condition or qualification upon the BID which has the effect of qualifying or modifying any provision of
the contract documents in any manner will be construed as a qualifying BID and will be rejected by the
OWNER as non-responsive.
No bidder may withdraw his bid within 60 days after the actual date of the opening thereof
All work will commence following the issuance of a written notice to proceed. The Work will be
substantially completed on or before October 18, 2019. Final completion and final payment, in
accordance with the General Conditions on or before October 25, 2019.
OWNER reserves the right to waive any informalities or to reject any or all bids.
Published by the authority of the City Of Asbury.
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GOLF COURSE ARCHITECT:
Herfort Norby Golf Course Architects, LLC.
100 East Second Street, Suite 200
Chaska, MN 55318.
(952)361-0644
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INSTRUCTIONS TO BIDDERS
1.01 DATE OF RECEIVING BIDS
Bids shall be received until 1:00 PM on Tuesday, March 5, 2019. Bids received by
the City of Asbury, Iowa either through the mail or by personal submission, after the time set
for receiving them will be returned unopened.
2.01 DELIVERY OF BIDS
All bids shall be placed in a sealed envelope and labeled 2019 Golf Course Improvement Project –
BID DOCUMENTS DO NOT OPEN. Bids shall be addressed and delivered to the City of Asbury
City Hall 5290 Grand Meadow Drive, Asbury, Iowa 52002. All bids shall be submitted on the “Formal Bid Proposal” form(s) which are included in the specifications. Bids shall be submitted together bid security in the amount of 5% and with completed Exhibits A-C.
3.01 PRE-BID MEETING
A mandatory pre-bid meeting has been scheduled for 12:00 PM on Friday, February 22, 2019 at The Meadows Golf Club clubhouse located at 15766 Clover Ln, Asbury, IA 52002.
4.01 EXPERIENCE REQUIREMENT
Since this is a specialized type of construction requiring unique experience and equipment, only General
Construction Bidders having prior experience on golf course renovation projects will be considered. The
General Contractor shall be a member in good standing of the Golf Course Builder’s Association of
America (GCBAA) and shall have successfully completed the complete renovation or new construction of
at least three nine-hole golf courses in the past three years.
The contractor or individual responsible for repair of the irrigation system shall have a minimum of 12
years’ experience installing golf course irrigation systems of comparable size including the installation of
at least three (3) complete nine-hole golf course irrigation systems within the last 3 years.
5.01 SCHEDULE.
Construction will commence on September 2, 2019. The contractor shall be expected to complete all
work including grassing and irrigation by October 18, 2019 which shall be known as the Substantial
Completion Date. Final completion shall be October 25, 2019 at which time the entire project will be
completed including clean-up and repair of haul roads, etc.
6.01 TIME OF COMPLETION
All work and clean-up shall be completed by Friday, October 25, 2019 which shall be known as the Final
Completion Date, or within such extra time as may have been allowed by increases in the Contract or by
formally approved extensions granted by the Owner.
7.01 LIQUIDATED DAMAGES
As indicated in paragraph 41.01 of the General Conditions, an amount equal to three hundred dollars
($300.00) per calendar day, Sundays and legal holidays included, will be paid by the Contractor until
substantial completion of the golf course construction work.
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At the Owner’s discretion, time extensions may be granted due to increases in the Contract amount or by
formally approved extensions granted by the Owner. If the Contractor does not diligently pursue the
completion of the project, the Owner will have the liberty of taking action for damages. The liquidated
damages provision is intended as a reasonable estimate of the Owner’s damages caused by the
Contractor’s failure to complete the work by the completion date and as a settlement of actual damages
that might arise because of such failure. The parties agree that these damages are reasonable, bear
significant relation to the actual damages which the Owner might sustain, which damages Contractor and
Owner would agree would be uncertain and difficult to prove, and is not a penalty for the Contractor’s
failure to perform.
8.01 PREVAILING WAGE REQUIREMENTS
This project is not subject to prevailing wage.
9.01 EXAMINATION OF PLANS, SPECIFICATIONS AND SITE
All bidders and sub-bidders are cautioned to familiarize themselves with the contents of all the plans
and specifications and conditions existing at the site. They must also familiarize themselves with all
the ordinances and statutes pertaining to public improvements.
Should the bidder find discrepancies between the drawings and specifications, or omissions from
the drawings or other contract documents, or should he be in doubt as to the intent, he should at
once notify the Golf Course Architect who may, if necessary, issue written instructions to all bidders.
The lack of understanding as to intent, amount of work involved, or his lack of knowledge of the
conditions pertaining to the work shall not relieve the Contractor from performing all the work
required to complete performance of the Contract.
It is the responsibility of each bidder to be aware of the work required under other proposals, if any,
insofar as they affect his work.
No bidder may rely upon any statements or representations of any officer, agent, or employee of the Owner
with reference to the conditions of the work or the character of the soil or other hazards which may be
encountered in the course of construction.
10.01 BID SECURITY
Each bid shall be accompanied by a cash deposit, certified or cashier's check, or bid bond with a corporate
surety authorized to contract as a surety in the State of Iowa, in an amount of at least equal to five percent
(5%) of the total amount of the base bid, payable to the City as a guarantee that the bidder will enter into a
contract with the City for the work described in the bid, and the amount of the bid security of a successful
bidder shall be forfeited to the City as liquidated damages in the event that such bidder fails to enter into a
contract and furnish contractor's bond.
The Bid security of the apparent Successful Bidder will be retained until Owner awards the contract to such
Bidder, and such Bidder has executed the Contract Documents, furnished the required contract security, and
met the other conditions of the Notice of Award, whereupon the Bid security will be released. If the Successful
Bidder fails to execute and deliver the Contract Documents and furnish the required contract security within
15 days after the Notice of Award, Owner may consider Bidder to be in default, annul the Notice of Award,
and the Bid security of that Bidder will be forfeited. Such forfeiture shall be Owner’s exclusive remedy if
Bidder defaults.
The Bid security of other Bidders that Owner believes to have a reasonable chance of receiving the award
may be retained by Owner until the earlier of seven days after the Effective Date of the Contract or 61 days
after the Bid opening, whereupon Bid security furnished by such Bidders will be released.
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Cash deposits, certified checks, and bidder’s bonds of the three (3) lowest bidders may be retained until the contract has been awarded and executed, but no longer than 90 days from the date of opening bids. All other deposits will be refunded promptly.
Bid security of other Bidders that Owner believes do not have a reasonable chance of receiving the award will
be released within seven days after the Bid opening.
11.01 CONTRACT DOCUMENTS
The Contract Documents include the Advertisement for Bids in the form attached hereto, all Addenda issued
prior to receipt of bids, the submitted Formal Quotation Form, Instructions to Bidders, General Contract
Conditions, Special Provisions, Technical Specifications, Contract in the form attached hereto, Contract Bond
in the form attached hereto, Payment Bond in the form attached hereto, all plans and drawings, and any
Change Orders issued in accordance with the General Contract Conditions. The Contract Documents are
complementary, and what is required by any one shall be as binding as if required by all.
12.01 PREPARATION OF BID
The Bidder shall submit his/her bid on the forms provided by the Golf Course Architect.
The blank spaces in the bids shall be filled in correctly with ink where indicated for each and every item for
which a quantity is given, and the bidder shall state the prices for which he/she proposes to do each item of
the work contemplated.
The bid shall be signed correctly with ink. If the bid is made by an individual, the name and post office
address shall be shown. If made by a firm, partnership or corporation, the name and legal address shall be
shown.
13.01 CONDITIONS IN BID
The bidder shall not stipulate in the bid any conditions not provided for in the bid documents or on the bid
form. Stipulations made by the bidder may be justification for rejecting the bid.
14.01 WITHDRAWAL OF BIDS
A bidder may withdraw his bid without prejudice, provided the Bidder files a written request with the City Clerk
before the hour of opening the bid and such withdrawn bid may be modified and resubmitted by the bidder at
any time prior to the hour set for the opening of bids.
15.01 PUBLIC OPENING OF BIDS
Bids will be opened publicly and read aloud in such place as designated at the time and the date set in the
Advertisement for Bids. Bidders or their authorized agents are invited to be present.
16.01 EVALUATION AND REJECTION OF BIDS
Owner reserves the right to reject any or all Bids, including without limitation, nonconforming, nonresponsive, unbalanced, or conditional Bids. Owner further reserves the right to reject the Bid of any Bidder whom it finds, after reasonable inquiry and evaluation, to not be responsible. Owner may also reject the Bid of any Bidder if Owner believes that it would not be in the best interest of the Project to
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make an award to that Bidder. Owner also reserves the right to waive all informalities not involving price, time, or changes in the Work and to negotiate contract terms with the Successful Bidder.
In evaluating Bids, Owner will consider 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.
Bids may be rejected if the bidder does not meet the minimum experience requirement or if the bids show any
omission, alteration of form, additions not called for, conditional bids or alternate bids not specified or
irregularities of any kind. Bids in which the prices are obviously unbalanced may be rejected.
More than one Bid for the same Work from an individual or entity under the same or different names will not be considered. Reasonable grounds for believing that any Bidder has an interest in more than one Bid for the Work may be cause for disqualification of that Bidder and the rejection of all Bids in which that Bidder has an interest.
In evaluating Bidders, Owner will consider the qualifications of Bidders and may consider the qualifications and experience of Subcontractors, Suppliers, and other individuals or entities proposed for those portions of the Work for which the identity of Subcontractors, Suppliers, and other individuals or entities must be submitted as provided in the Supplementary Conditions.
Owner may conduct such investigations as Owner deems necessary to establish the responsibility, qualifications, and financial ability of Bidders, proposed Subcontractors, Suppliers, individuals, or entities proposed for those portions of the Work in accordance with the Contract Documents.
Failure on the part of any bidder to carry out previous contracts satisfactorily or his/her lack of the experience
or equipment necessary for the satisfactory completion of the work may be deemed sufficient cause for his
disqualification.
17.01 AWARD OF THE CONTRACT
If the Contract is to be awarded, Owner will award the Contract to the Bidder whose Bid is in the best interests of the Project.
The Owner will consider award of bids for this project and reserves the right to reject all bids if it appears, based on bid prices received, it is not in the best interest of the Owner to award the work. The low bid for the work will be the lowest total bid for all sections of the work awarded. The Owner reserves the right to award the contract based on either the lowest base bid or the lowest combined total of the base bid and any combination of the bid alternates.
When Owner issues a Notice of Award to the Successful Bidder, it shall be accompanied by the unexecuted
counterparts of the Agreement along with the other Contract Documents as identified in the Agreement.
Within 15 days thereafter, Successful Bidder shall execute and deliver the required number of counterparts of
the Agreement (and any bonds and insurance
18.01 COMPARISON OF BIDS
Comparison of bids will be based on the base bid amount as well as the alternate prices provided by
the bidder.
19.01 EQUIPMENT
When requested by the City, the bidder shall furnish a complete statement of the make, size, weight (where
weight is one of the specified requirements) condition and previous length of service of all equipment to be
used in completing the proposed work.
20.01 FURNISHING OF EVIDENCE OF RESPONSIBILITY
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When requested by the City the Bidder shall furnish a balance sheet, certified by a certified public accountant
as to date not more than sixty (60) days prior to date of the opening of bids which shall set forth outstanding
assets and liabilities in reasonable detail. The bidder shall also furnish a list of work of similar nature
performed with dates of completion thereof. The bidder shall also furnish any other additional information
relative to financial responsibility and competence to do the work as may be requested by the City prior to
acceptance of any bid. The City reserves the right to reject any bid where the available evidence of
information does not satisfy the City that the bidder is qualified to carry out properly the terms of the proposed
Contract.
In determining responsibility, the Owner may also consider the Bidder’s record of integrity and business
ethics; whether the Bidder is presently disbarred or suspended from participating in any public project,
whether the procuring entity is the federal government, a state government, a county, or a municipality and
other factors bearing on its qualifications to receive an award under applicable laws and regulations.
21.01 REQUIREMENTS OF CONTRACT AND BOND
The successful bidder shall execute and deliver the Contract using the American Institute of Architects (AIA)
form A101 Standard Form of Agreement between Owner and Contractor. At the same time the successful
bidder shall furnish, and at all times maintain, a performance bond and a payment bond in the full amount of
the contract for each bond with a corporate surety satisfactory to the City in the form attached hereto as
Exhibit D and Exhibit E. Personal Sureties will not be approved.
22.01 FAILURE TO EXECUTE CONTRACTS
Failure to furnish the bond, or to execute and deliver the contract within ten (10) days of the award of the work
by the City, shall be just cause for the annulment of the award, and it shall be understood by the bidder that in
the event of the annulment of the award, the amount of the guaranty deposited with the bid shall be retained
by the City, not as a penalty, but as liquidated damages. Said liquidated damages shall cover only the
damages sustained by the City due to additional administrative costs, expenses of re-advertising and
rebidding, and other damages sustained by the City as a result of failure of the bidder to furnish a bond or
execute and deliver the Contract when required, but shall not cover, nor preclude the City from claiming
damages on account of delay, price changes, loss of other contracts, loss of income, inability of the City to
fulfill other contracts, loss of the benefits of the Contract with bidder, or other damages directly or
consequently arising out of failure of bidder to furnish a bond or execute and deliver the Contract when
required.
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FORMAL BID PROPOSAL
RE: The Meadows Golf Club Bunker Renovation – Asbury, Iowa.
The undersigned, being familiar with the local conditions affecting the work, and with the Contract documents,
including Instructions to Bidders, General Conditions, Special Provisions, and Technical Provisions of the
specifications, the required experience, the plans and bond requirements on file at the office of Herfort Norby Golf
Course Architects of Chaska, MN. hereby proposes to furnish all labor, materials, equipment, and service
necessary for and incidental to the construction work as shown in the plans and specifications prepared by Herfort
Norby Golf Architects dated January 16, 2019. The prices listed below shall include all costs including profit,
overhead, general conditions, taxes, fees, permits and supervision.
The bidder acknowledges receipt of ______ addendum(s).
Lump Sum Bid $_________________
ALTERNATES DESCRIPTION CIRCLE ONE
Alternate #1 Eliminate construction of bunker 1C. Add/Deduct $__________
Alternate #2 Eliminate construction of bunker 2D. Add/Deduct $__________
CONTRACTOR (Name and Address): SURETY (Name and Address of Principal Place of Business):
OWNER (Name and Address):
CONSTRUCTION CONTRACT
Effective Date of the Agreement:
Amount:$
Description (Name and Location):
BOND
Bond Number:
Date (not earlier than the Effective Date of the Agreement of the Construction Contract):
Amount:$
Modifications to this Bond Form: None See Paragraph 16
Surety and Contractor, intending to be legally bound hereby, subject to the terms set forth below, do each cause
this Performance Bond to be duly executed by an authorized officer, agent, or representative.
CONTRACTOR AS PRINCIPAL SURETY
(seal) (seal)
Contractor's Name and Corporate Seal Surety’s Name and Corporate Seal
By: By:
Signature Signature (attach power of attorney)
Print Name Print Name
Title Title
Attest: Attest:
Signature Signature
Title Title
20
Notes: (1) Provide supplemental execution by any additional parties, such as joint venturers. (2) Any singular reference to
Contractor, Surety, Owner, or other party shall be considered plural where applicable.
21
1. The Contractor and Surety, jointly and severally, bind
themselves, their heirs, executors, administrators, successors, and assigns to
the Owner for the performance of the Construction Contract, which is incorporated herein by reference.
2. If the Contractor performs the Construction Contract, the Surety and the Contractor shall have no obligation under this Bond, except when
applicable to participate in a conference as provided in Paragraph 3.
3. If there is no Owner Default under the Construction Contract, the Surety’s obligation under this Bond shall arise after:
3.1 The Owner first provides notice to the Contractor and the
Surety that the Owner is considering declaring a Contractor Default. Such notice shall indicate whether the Owner is requesting a
conference among the Owner, Contractor, and Surety to discuss the
Contractor’s performance. If the Owner does not request a conference, the Surety may, within five (5) business days after receipt
of the Owner’s notice, request such a conference. If the Surety timely
requests a conference, the Owner shall attend. Unless the Owner agrees otherwise, any conference requested under this Paragraph 3.1
shall be held within ten (10) business days of the Surety’s receipt of
the Owner’s notice. If the Owner, the Contractor, and the Surety agree, the Contractor shall be allowed a reasonable time to perform
the Construction Contract, but such an agreement shall not waive the
Owner’s right, if any, subsequently to declare a Contractor Default;
3.2 The Owner declares a Contractor Default, terminates the
Construction Contract and notifies the Surety; and
3.3 The Owner has agreed to pay the Balance of the Contract Price in accordance with the terms of the Construction Contract to the
Surety or to a contractor selected to perform the Construction
Contract.
4. Failure on the part of the Owner to comply with the notice
requirement in Paragraph 3.1 shall not constitute a failure to comply with a
condition precedent to the Surety’s obligations, or release the Surety from its obligations, except to the extent the Surety demonstrates actual
prejudice.
5. When the Owner has satisfied the conditions of Paragraph 3, the Surety shall promptly and at the Surety’s expense take one of the following
actions:
5.1 Arrange for the Contractor, with the consent of the Owner, to perform and complete the Construction Contract;
5.2 Undertake to perform and complete the Construction
Contract itself, through its agents or independent contractors;
5.3 Obtain bids or negotiated proposals from qualified
contractors acceptable to the Owner for a contract for performance
and completion of the Construction Contract, arrange for a contract to be prepared for execution by the Owner and a contractor selected
with the Owners concurrence, to be secured with performance and
payment bonds executed by a qualified surety equivalent to the bonds issued on the Construction Contract, and pay to the Owner the
amount of damages as described in Paragraph 7 in excess of the
Balance of the Contract Price incurred by the Owner as a result of the Contractor Default; or
5.4 Waive its right to perform and complete, arrange for
completion, or obtain a new contractor, and with reasonable promptness under the circumstances:
5.4.1 After investigation, determine the amount for which
it may be liable to the Owner and, as soon as practicable after the amount is determined, make payment to the Owner; or
5.4.2 Deny liability in whole or in part and notify the Owner, citing the reasons for denial.
6. If the Surety does not proceed as provided in Paragraph 5 with
reasonable promptness, the Surety shall be deemed to be in default on this
Bond seven days after receipt of an additional written notice from the Owner to the Surety demanding that the Surety perform its obligations
under this Bond, and the Owner shall be entitled to enforce any remedy available to the Owner. If the Surety proceeds as provided in Paragraph
5.4, and the Owner refuses the payment or the Surety has denied liability,
in whole or in part, without further notice the Owner shall be entitled to enforce any remedy available to the Owner.
7. If the Surety elects to act under Paragraph 5.1, 5.2, or 5.3, then the
responsibilities of the Surety to the Owner shall not be greater than those of the Contractor under the Construction Contract, and the responsibilities of
the Owner to the Surety shall not be greater than those of the Owner under
the Construction Contract. Subject to the commitment by the Owner to pay the Balance of the Contract Price, the Surety is obligated, without
duplication for:
7.1 the responsibilities of the Contractor for correction of defective work and completion of the Construction Contract;
7.2 additional legal, design professional, and delay costs
resulting from the Contractor’s Default, and resulting from the actions or failure to act of the Surety under Paragraph 5; and
7.3 liquidated damages, or if no liquidated damages are
specified in the Construction Contract, actual damages caused by delayed performance or non-performance of the Contractor.
8. If the Surety elects to act under Paragraph 5.1, 5.3, or 5.4, the
Surety’s liability is limited to the amount of this Bond.
9. The Surety shall not be liable to the Owner or others for obligations
of the Contractor that are unrelated to the Construction Contract, and the
Balance of the Contract Price shall not be reduced or set off on account of any such unrelated obligations. No right of action shall accrue on this
Bond to any person or entity other than the Owner or its heirs, executors,
administrators, successors, and assigns.
10. The Surety hereby waives notice of any change, including changes of
time, to the Construction Contract or to related subcontracts, purchase
orders, and other obligations.
11. Any proceeding, legal or equitable, under this Bond may be instituted
in any court of competent jurisdiction in the location in which the work or
part of the work is located and shall be instituted within two years after a declaration of Contractor Default or within two years after the Contractor
ceased working or within two years after the Surety refuses or fails to
perform its obligations under this Bond, whichever occurs first. If the provisions of this paragraph are void or prohibited by law, the minimum
periods of limitations available to sureties as a defense in the jurisdiction of
the suit shall be applicable.
12. Notice to the Surety, the Owner, or the Contractor shall be mailed or
delivered to the address shown on the page on which their signature
appears.
13. When this Bond has been furnished to comply with a statutory or
other legal requirement in the location where the construction was to be
performed, any provision in this Bond conflicting with said statutory or legal requirement shall be deemed deleted herefrom and provisions
conforming to such statutory or other legal requirement shall be deemed
incorporated herein. When so furnished, the intent is that this Bond shall be construed as a statutory bond and not as a common law bond.
14. Definitions
14.1 Balance of the Contract Price: The total amount payable by the Owner to the Contractor under the Construction Contract after
all proper adjustments have been made including allowance for the Contractor for any amounts received or to be received by the Owner
in settlement of insurance or other claims for damages to which the
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Contractor is entitled, reduced by all valid and proper payments made
to or on behalf of the Contractor under the Construction Contract.
14.2 Construction Contract: The agreement between the Owner
and Contractor identified on the cover page, including all Contract
Documents and changes made to the agreement and the Contract Documents.
14.3 Contractor Default: Failure of the Contractor, which has
not been remedied or waived, to perform or otherwise to comply with a material term of the Construction Contract.
14.4 Owner Default: Failure of the Owner, which has not been
remedied or waived, to pay the Contractor as required under the
Construction Contract or to perform and complete or comply with the
other material terms of the Construction Contract.
14.5 Contract Documents: All the documents that comprise the
agreement between the Owner and Contractor.
15. If this Bond is issued for an agreement between a contractor and subcontractor, the term Contractor in this Bond shall be deemed to be
Subcontractor and the term Owner shall be deemed to be Contractor.
16. Modifications to this Bond are as follows:
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EXHIBIT E
PAYMENT BOND
CONTRACTOR (Name and Address): SURETY (Name and Address of Principal Place of Business):
OWNER (Name and Address):
CONSTRUCTION CONTRACT
Effective Date of the Agreement:
Amount: $
Description (Name and Location):
BOND
Bond Number:
Date (not earlier than the Effective Date of the Agreement of the Construction Contract):
Amount: $
Modifications to this Bond Form: None See Paragraph 18
Surety and Contractor, intending to be legally bound hereby, subject to the terms set forth below, do each
cause this Payment Bond to be duly executed by an authorized officer, agent, or representative.
CONTRACTOR AS PRINCIPAL SURETY
(seal) (seal)
Contractor's Name and Corporate Seal Surety’s Name and Corporate Seal
By: By:
Signature Signature (attach power of attorney)
Print Name Print Name
Title Title
Attest: Attest:
Signature Signature
Title Title
FOR INFORMATION ONLY – (Name, Address and Telephone)
Surety Agency or Broker:
Owner’s Representative (Engineer or other party):
24
Notes: (1) Provide supplemental execution by any additional parties, such as joint venturers. (2) Any singular reference to
Contractor, Surety, Owner, or other party shall be considered plural where applicable.
25
1. The Contractor and Surety, jointly and severally, bind themselves, their heirs, executors, administrators, successors, and assigns to the
Owner to pay for labor, materials, and equipment furnished for use
in the performance of the Construction Contract, which is incorporated herein by reference, subject to the following terms.
2. If the Contractor promptly makes payment of all sums due to
Claimants, and defends, indemnifies, and holds harmless the Owner from claims, demands, liens, or suits by any person or
entity seeking payment for labor, materials, or equipment furnished
for use in the performance of the Construction Contract, then the Surety and the Contractor shall have no obligation under this
Bond.
3. If there is no Owner Default under the Construction Contract, the Surety’s obligation to the Owner under this Bond shall arise after
the Owner has promptly notified the Contractor and the Surety (at
the address described in Paragraph 13) of claims, demands, liens, or suits against the Owner or the Owner’s property by any person
or entity seeking payment for labor, materials, or equipment
furnished for use in the performance of the Construction Contract, and tendered defense of such claims, demands, liens, or suits to the
Contractor and the Surety.
4. When the Owner has satisfied the conditions in Paragraph 3, the Surety shall promptly and at the Surety’s expense defend,
indemnify, and hold harmless the Owner against a duly tendered
claim, demand, lien, or suit.
5. The Surety’s obligations to a Claimant under this Bond shall arise
after the following:
5.1 Claimants who do not have a direct contract with the
Contractor,
5.1.1 have furnished a written notice of non-payment to the Contractor, stating with substantial
accuracy the amount claimed and the name of
the party to whom the materials were, or equipment was, furnished or supplied or for
whom the labor was done or performed, within
ninety (90) days after having last performed
labor or last furnished materials or equipment
included in the Claim; and
5.1.2 have sent a Claim to the Surety (at the address described in Paragraph 13).
5.2 Claimants who are employed by or have a direct contract
with the Contractor have sent a Claim to the Surety (at the address described in Paragraph 13).
6. If a notice of non-payment required by Paragraph 5.1.1 is given by
the Owner to the Contractor, that is sufficient to satisfy a Claimant’s obligation to furnish a written notice of non-payment
under Paragraph 5.1.1.
7. When a Claimant has satisfied the conditions of Paragraph 5.1 or 5.2, whichever is applicable, the Surety shall promptly and at the
Surety’s expense take the following actions:
7.1 Send an answer to the Claimant, with a copy to the Owner,
within sixty (60) days after receipt of the Claim, stating
the amounts that are undisputed and the basis for
challenging any amounts that are disputed; and
7.2 Pay or arrange for payment of any undisputed amounts.
7.3 The Surety’s failure to discharge its obligations under
Paragraph 7.1 or 7.2 shall not be deemed to constitute a waiver of defenses the Surety or Contractor may have or
acquire as to a Claim, except as to undisputed amounts for
which the Surety and Claimant have reached agreement. If, however, the Surety fails to discharge its obligations
under Paragraph 7.1 or 7.2, the Surety shall indemnify the
Claimant for the reasonable attorney’s fees the Claimant
incurs thereafter to recover any sums found to be due and owing to the Claimant.
8. The Surety’s total obligation shall not exceed the amount of this
Bond, plus the amount of reasonable attorney’s fees provided under Paragraph 7.3, and the amount of this Bond shall be credited
for any payments made in good faith by the Surety.
9. Amounts owed by the Owner to the Contractor under the Construction Contract shall be used for the performance of the
Construction Contract and to satisfy claims, if any, under any
construction performance bond. By the Contractor furnishing and the Owner accepting this Bond, they agree that all funds earned by
the Contractor in the performance of the Construction Contract are
dedicated to satisfy obligations of the Contractor and Surety under this Bond, subject to the Owner’s priority to use the funds for the
completion of the work.
10. The Surety shall not be liable to the Owner, Claimants, or others for obligations of the Contractor that are unrelated to the
Construction Contract. The Owner shall not be liable for the
payment of any costs or expenses of any Claimant under this Bond,
and shall have under this Bond no obligation to make payments to
or give notice on behalf of Claimants, or otherwise have any
obligations to Claimants under this Bond.
11. The Surety hereby waives notice of any change, including changes
of time, to the Construction Contract or to related subcontracts,
purchase orders, and other obligations.
12. No suit or action shall be commenced by a Claimant under this
Bond other than in a court of competent jurisdiction in the state in which the project that is the subject of the Construction Contract is
located or after the expiration of one year from the date (1) on
which the Claimant sent a Claim to the Surety pursuant to Paragraph 5.1.2 or 5.2, or (2) on which the last labor or service was
performed by anyone or the last materials or equipment were
furnished by anyone under the Construction Contract, whichever of (1) or (2) first occurs. If the provisions of this paragraph are
void or prohibited by law, the minimum period of limitation
available to sureties as a defense in the jurisdiction of the suit shall
be applicable.
13. Notice and Claims to the Surety, the Owner, or the Contractor shall
be mailed or delivered to the address shown on the page on which their signature appears. Actual receipt of notice or Claims,
however accomplished, shall be sufficient compliance as of the
date received.
14. When this Bond has been furnished to comply with a statutory or
other legal requirement in the location where the construction was
to be performed, any provision in this Bond conflicting with said statutory or legal requirement shall be deemed deleted herefrom
and provisions conforming to such statutory or other legal
requirement shall be deemed incorporated herein. When so furnished, the intent is that this Bond shall be construed as a
statutory bond and not as a common law bond.
15. Upon requests by any person or entity appearing to be a potential beneficiary of this Bond, the Contractor and Owner shall promptly
furnish a copy of this Bond or shall permit a copy to be made.
16. Definitions
16.1 Claim: A written statement by the Claimant including at a
minimum:
1. The name of the Claimant;
2. The name of the person for whom the labor was
done, or materials or equipment furnished;
3. A copy of the agreement or purchase order pursuant to which labor, materials, or equipment was
furnished for use in the performance of the
Construction Contract;
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4. A brief description of the labor, materials, or
equipment furnished;
5. The date on which the Claimant last performed labor
or last furnished materials or equipment for use in
the performance of the Construction Contract;
6. The total amount earned by the Claimant for labor,
materials, or equipment furnished as of the date of
the Claim;
7. The total amount of previous payments received by
the Claimant; and
8. The total amount due and unpaid to the Claimant for labor, materials, or equipment furnished as of the
date of the Claim.
16.2 Claimant: An individual or entity having a direct contract with the Contractor or with a subcontractor of the
Contractor to furnish labor, materials, or equipment for
use in the performance of the Construction Contract. The term Claimant also includes any individual or entity that
has rightfully asserted a claim under an applicable
mechanic’s lien or similar statute against the real property
upon which the Project is located. The intent of this Bond
shall be to include without limitation in the terms of
“labor, materials, or equipment” that part of the water, gas, power, light, heat, oil, gasoline, telephone service, or
rental equipment used in the Construction Contract,
architectural and engineering services required for performance of the work of the Contractor and the
Contractor’s subcontractors, and all other items for which a mechanic’s lien may be asserted in the jurisdiction
where the labor, materials, or equipment were furnished.
16.3 Construction Contract: The agreement between the Owner and Contractor identified on the cover page,
including all Contract Documents and all changes made to
the agreement and the Contract Documents.
16.4 Owner Default: Failure of the Owner, which has not been
remedied or waived, to pay the Contractor as required
under the Construction Contract or to perform and
complete or comply with the other material terms of the
Construction Contract.
16.5 Contract Documents: All the documents that comprise the agreement between the Owner and Contractor.
17. If this Bond is issued for an agreement between a contractor and
subcontractor, the term Contractor in this Bond shall be deemed to be Subcontractor and the term Owner shall be deemed to be
Contractor.
18. Modifications to this Bond are as follows:
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SPECIAL PROVISIONS
1. Project Location. The Meadows Golf Club is located at15766 Clover Ln, Asbury, IA 52002.
2. Project Goals and Justification. The Meadows Golf Club is an existing 18-hole golf course which opened for play in 1996 and is owned by the City of Asbury, Iowa. In order to address course conditioning, playability and on-going maintenance the Owner will conduct a renovation of existing sand bunkers. A number of bunkers will be removed and other bunkers will be repositioned in order to create a more enjoyable experience. In addition, the width of the fairways will be adjusted in order to improve playability and pace of play.
3. Schedule. It is anticipated that the project will be awarded on March 12, 2019. Construction shall
begin on Monday, September 2, 2019. Prior to construction, the Owner shall scalp and spray the
proposed areas of disturbance around each bunker to kill the existing turf. The Contractor shall
complete all golf course construction work prior to the Substantial Completion date of November 8,
2019 at which time all grading, irrigation and grassing work shall be complete. The final
completion date shall be Friday November 15, 2019 at which time all work, including clean-up, haul
road repair and removal of any excess materials or debris shall be complete.
4. Permits. The Contractor shall be responsible for applying for and obtaining a grading permit from
the local government agency as well as any additional permits including NPDES permits.
5. Site Access and Staging. The contractor shall stage equipment and the job trailer at the east end
of the maintenance facility parking lot. Sand and topsoil may be stored on the pavement in the clubhouse parking lot. The contractor shall be expected to repair any damage to existing vegetation or property including irrigation components or cart paths.
6. Materials provided by Contractor. The Contractor shall provide all materials including irrigation
components, basins and grates, drain tile, topsoil, gravel, sand, seed and sod. The contractor shall be responsible for transporting all materials to the construction site. The base bid price should include approximately 510 cubic yards of topsoil. Any changes in quantities or pricing shall be approved by the Golf Course Architect prior to completing the work.
7. Grading. Grading shall include removing existing sod and topsoil and the establishment of the
proposed sub-grades for the project areas. The Contractor shall rototill the existing sod using a Blecavator, Rotodarian or similar to incorporate the sod/organic material in to the topsoil. Approximately 2 weeks prior to commencement of the work, the Owner shall spray the sod with Round-up to kill it. Whenever possible, the Golf Course Architect will work with the Contractor to minimize the need for relocating fill soil. However, it is expected that many of the bunkers will generate excess soil or sand which will need to be relocated for use as fill in other areas as noted on the plan. The drawings indicate approximately 350 cubic yards of soil to be hauled from work area to work area. In addition, there is approximately 400 cubic yards of additional fill soil available on site at the maintenance facility yard for use as needed. The intent is to balance soil quantities so that, other than topsoil and bunker sand, no soil shall be imported or exported from the golf course.
8. Sand Bunkers. There are 42 existing sand bunkers. The Contractor shall remove 21 existing
bunkers and construct 12 new bunkers will be added as part of the base bid. In addition, 21 existing bunkers shall be reconstructed as part of the base bid as shown on the plans. The Owner currently purchases Masons Sand for their bunkers from Bard Material in Dyersville, Iowa. All base bid bunkers shall include Better Billy Bunker liner and Ohio Best Signature Blend sand. Alternates are being requested which, if accepted, would provide for the installation of Bard Mason’s Sand in
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lieu of Ohio Best Sand and/or the installation of Flexxcape or Polylast on the entire bunker floor or SandTrapper MD bunker liner on 40% of the bunker floor in lieu of Better Billy Bunker liner. Bunkers which are to be removed shall be regraded to create mounding or drainage collection areas as noted on the plans. Bunkers which are to be reconstructed shall be reshaped and re-graded per the architect’s drawings and on-site instructions. All bunkers shall have internal drainage only with 4 inch perforated tile and rock. The Contractor shall salvage existing topsoil. The existing soils consist of sandy clay loam and clay soils and therefore the existing bunker sand may be incorporated in to the construction area and capped with native soils and topsoil. The total square footage of the proposed sand bunkers is approximately 13,000 square feet. The Contractor shall be responsible for removing the existing sod, stripping and replacing topsoil, shaping, topsoil hauling and placement, irrigation adjustments, subsurface drainage, final grading, sod prep and grassing. Existing bunkers have 4” perforated drain tile. Unless otherwise noted, the Contractor shall install new tile within the bunker cavity and extend approximately 20 feet outside the proposed bunker cavity where it will tie into the existing outfall tile. Base bid shall include an allowance of 5,000 square feet of fescue so for use on sodding the faces of the bunkers. Approximately 400 square feet of fescue sod shall be used on each of approximately 13 of the larger bunkers. A number of deduct alternates have been requested which, if accepted, would provide for the elimination of some bunkers from the base bid.
9. Drainage. The Contractor shall also install proposed catch basins and daylight or connect to
existing tile lines as indicated on the plans. Leave catch basins and pea rock high to provide inlet protection during construction and cut off at the time of sodding. Bubbler basins and catch basins will be 12” diameter HDPE.
10. Irrigation. The existing irrigation system was installed in approximately 1996 and utilizes a Toro
irrigation system with 750 and some and 800 series heads on PVC pipe. The system has a Flowtronix pump station which was updated in 2013. The Contractor shall be responsible for locating all existing irrigation lines and making all irrigation repairs including the relocation of existing heads or pipe which may be disturbed during construction of bunkers or collection areas. All irrigation repairs shall be considered incidental to the project. The Owner shall assist the Contractor in locating existing irrigation lines whenever possible. The Contractor may request that the architect attempt to adjust the bunker location or shape to minimize disturbance to the irrigation system. An alternate is being requested which, if accepted, would provide for the Owner to be responsible for adjusting the height of any existing heads. This would not include adjustments or repairs which would require cutting pipe or rewiring heads. The base bid shall include five (5) new Toro 800 full circle valve-in-head contingency heads with pipe and wire to be used at the Owner’s/Golf Course Architect’s discretion.
11. Topsoil. Existing soils are sandy clay loam or clay. The Contractor shall use a Rotodarian or
Blecovator to till the area of disturbance prior to construction and then strip, stockpile and replace existing topsoil. In addition, the Contractor shall be responsible for supplying, hauling and installing additional topsoil for use in finish grading and prep prior to grassing.
12. Sod & Seeding. The Contractor shall be responsible for stripping or roto-tilling all existing sod
within the work area and then installing new seed and/or sod as specified.
13. Maturation/Maintenance. Because there are numerous areas in which work is occurring, upon completion of the work in a particular area, the Contractor may request approval to turn the work
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over to the Owner for maintenance. Upon completion of the grassing of a particular area, the Contractor shall be responsible for the initial watering of all sod. The Owner shall then be responsible for all additional watering, mowing and maintenance of the work areas. However, the Contractor shall remain responsible for any construction deficiencies and erosion resulting from improper grading until the Final Completion Date and final acceptance by the Owner. Upon completion of all work, the Contractor shall request Preliminary Acceptance (paragraph 60) and Final Acceptance (paragraph 61) of the Work as outlined in the General Conditions.
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GENERAL CONDITIONS
1.01 DEFINITIONS & RULES OF CONSTRUCTION
A. Definitions:
When used in these specifications and contract, the following terms or if pronouns in place of
them are used, the intent and meaning shall be interpreted as follows:
"A.A.S.H.O." - The American Association of State Highway Officials
"A.G.C." - Association of General Contractors.
"A.S.T.M." - American Society for Testing Materials.
"Bidder" - Any individual, partnership, firm or corporation submitting a proposal for the Work,
acting directly or through a duly authorized representative.
"Contract" - The written agreement, valid in form, between the Owner and the Contractor, by
which the Contractor is bound to perform the work, in accordance with the Contract Documents.
"Contract Bond" - The Payment and Performance Bond in the form designated by the Owner
furnished by the Contractor and his Surety or Sureties as a guarantee of good faith on the part of
the Contractor to execute and pay for the Work in accordance with the terms of the Contract.
"Contract Documents" - The Advertisement for Bids, all addenda issued prior to receipts of bids,
the Proposal, Instructions to Bidders, the Contract, Plans, Specifications, the Special Provisions,
these General Contract Conditions, and the Contract Bond, all related to the Work and all as
designated and approved by the Owner, and also any other Documents and Agreements
between Owner and Contractor relevant to the Work, all as now or hereafter amended or
supplemented.
"Contractor" - The individual, partnership, firm or corporation with whom the Owner contracts for
doing the Work, acting directly or through his lawful agents or employees, who is primarily liable
for the acceptable performance of the Work for which he has contracted, and unless otherwise
specified, includes subcontractors.
"Equipment" - All machinery together with the necessary supplies for upkeep and maintenance
and also all tools and apparatus necessary for the proper construction and acceptable completion
of the Work.
“Final Completion” - Final approval by the GCA and Owner for all work outlined in the contract
documents, including any conditions or defects outlined at the time of substantial completion.
"GCA" - The Golf Course Architect or his authorized representative.
“Inspection” - Periodic observation of the work to become generally familiar with the process and
the quality of the construction completed to determine if the contractor’s work is being performed
in a manner which indicating that the work, when completed, will be in accordance with the
Construction documents.
"Inspector" - The Golf Course Architect or an authorized representative of the Golf Course
Architect or Owner assigned to make any or all necessary observations of the Work performed
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and the materials furnished by the Contractor.
"Landscaping" - The planning, planting, establishing and caring for tree, shrubs, vines and other
vegetation to provide shade, reduce dust, control erosion, or provide spatial delineation and
aesthetic qualities.
"Laboratory" - Testing laboratories of a reputable independent laboratory, or any other testing
laboratory which may be acceptable to the Golf Course Architect to Inspect, test and determine
the suitability of materials.
"INDOT" - Iowa Department of Transportation.
"Notice of Award" - A written notice to the successful bidder stating that his bid has been
accepted and that, in accordance with the terms of the notice to contractors and the
specifications, he is required to execute the contract and furnish satisfactory contract bond.
"Notice to Proceed" - A written notice to the Contractor of the date on which he is to begin the
prosecution of the Work for which he has contracted.
"O.S.H.A." - The Federal Occupational Safety and Health Act of 1970, and the State
Occupational Safety and Health Act of 1973, and all regulations permeated pursuant to either of
these, as such acts and regulations may be amended, supplemented or modified.
"Owner" - The individual, corporate entity or municipality which owns the property and golf
course.
"Plans" - All drawings or reproductions of drawings, pertaining to the construction of the Work and
appurtenances and approved by Owner.
"Project" - The contemplated improvements proposed by the Owner as indicated in the plans and
specified in the Contract for the Work.
"Proposal" - The written offer of the bidder, when submitted on the approved Proposal Form, to
perform the contemplated Work and furnish the necessary materials in accordance with the
provisions of the plans and specifications.
"Proposal Guarantee" - The security designated in the proposal to be furnished by the bidder as a
guarantee of good faith that he will enter into a contract with the Owner and to execute the
required bonds covering the work contemplated if the same is awarded to him.
"Special Provisions" - Specific or special conditions peculiar to the project under consideration
and covering work or materials which are not covered in these General Contract Conditions, or
which may not be thoroughly or satisfactorily stipulated elsewhere in the specifications, but are
covered by the Special Conditions.
"Specifications" - The directions, conditions, provisions and requirements contained herein or in
the Contract Documents, together with all written agreements made or to be made, pertaining to
the method and manner of performing the Work, or to the quantities of materials to be furnished
under the contract.
"Subcontractor" - The individual, firm, or corporation undertaking the execution of a part of the
Work under the terms of the contract by virtue of an agreement between himself and Contractor,
subject to approval of the Owner, but does not include one who merely furnished materials.
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“Substantial Completion” - Preliminary approval of the work by the GCA and Owner as defined in
the Special Provisions.
"Supplemental Agreement" - A written agreement made and entered into by and between the
Contractor and the Owner covering unforeseen work, or involving revisions in or amendments to
the terms of the Contract, or covering correction of omissions, errors, discrepancies between the
plans and proposal or estimates or alterations in the plans, additional requirements, work,
materials or covering conditions specifically prescribed in the specifications as requiring
Supplemental Agreements. Such Supplemental Agreements become a part of the Contract when
properly executed and approved.
"Surety" - The corporate entity which is bound with and for the Contractor for the acceptable
performance of the Contract and for Contractor's payment of all obligations pertaining to the
Work.
"Work" - The term "Work" includes all labor necessary to produce the construction required by the
Contract Documents, and all materials and equipment incorporated or to be incorporated inn such
construction.
B. Rules of Construction:
Meaning of Expressions. In order to avoid cumbersome and confusing repetition of expressions
in these specifications, and whenever it is provided that any thing is, or is to be done, if or as, or
when, or where, "contemplated", "required", "directed", "specified", "authorized", "ordered",
Upon receipt of written notice from the Contractor that the work is substantially complete and
ready for review and acceptance, the Golf Course Architect shall promptly review the work. When
he finds the work is acceptable under the Contract he shall notify the Contractor to proceed with
Maturation/Maintenance as outlined in the Special Provisions. If such Work is not acceptable to
the Golf Course Architect at the time of this review, he will advise the Contractor in writing as to
the particular defects to be remedied before such Work can be approved for final acceptance and
final payment. This is essentially a “punch list” process.
65.01 FINAL COMPLETION/FINAL ACCEPTANCE
Upon receipt of written notice from the Contractor that the work is complete and ready for final
review and acceptance, the Owner or Golf Course Architect shall promptly review the work, and
when he finds the work acceptable under the Contract and the Contract fully performed he shall
promptly issue a final certificate, with his own signature, recommending any final conditions or
defects to the Owner and the Contractor, stating that the work provided for in this Contract has
been completed and is accepted by him under the terms and conditions thereof and that the
entire balance found to be due the Contractor, and noted in said final certificate, is due and
payable.
If, within a period of ten (10) days after such notification, the Contractor has not taken steps to
speedily correct any defects in the Work as directed, the Golf Course Architect may, without
further notice and without in any way impairing the Contract, make other arrangements as he may
deem necessary to have such Work completed in a satisfactory manner. The cost of so
completing such Work shall be deducted from any monies due, or which may become due the
Contractor on his Contract
66.01 FINAL PAYMENT
Upon final completion of the Work the Golf Course Architect shall conduct a visual review of the
work and prepare a summary of the findings. The Golf Course Architect shall certify in writing to
the Owner as to the completion of the Work appears to be consistent with the intent of the plans
and specifications and that the value of the Work in accordance with the terms of the Contract.
Before issuance of final payment, the Contractor shall submit:
54
1. Notice of consent to final payment from bonding company. 2. Lien waivers from all subcontractors and suppliers. 3. Warranty bond from bonding company. 4. Irrigation as-built plan 5. All manufacturer literature and manuals.
67.01 CORRECTION OF WORK AFTER FINAL PAYMENT
Neither the final certification, nor payment, nor any provision of the Contract Documents, shall
relieve the Contractor of the responsibility for faulty material or workmanship, and unless
otherwise specified he shall remedy any defects due thereto and pay for any damage to other
work resulting there from which shall appear within a period of one from the date of the final
inspection acceptance report. The Owner shall give notice of observe defects with reasonable
promptness. All questions arising under this Article shall be decided by the Golf Architect.
68.01 NO WAIVER OF LEGAL RIGHTS
The Owner, or its Golf Course Architect, shall not be precluded or stopped by any measurement,
estimate or certificate, made or given by them, or by any of their agents or employees, under any
provision or provisions, of the Contract, any time either before or after the completion and
acceptance of the Work and payment thereof pursuant to any measurements, estimate or
certificate, from showing the true and correct amount and character of the work performed and
materials furnished by the Contractor or from showing at any time, that any such measurements,
estimate or certificate is untrue or incorrectly made in any particular or to the Specifications and
Contract, and the Owner shall have the right to reject the whole or any part of the aforesaid work
or material, should the measurement , estimate , certificate or payment be found, or be known to
be inconsistent with the terms of the Contract, or otherwise improperly given, and the Owner shall
not be precluded or stopped notwithstanding any such measurement, estimate, certificate and
payment in accordance herewith, from demanding and recovering from the Contractor and his
Surety such damages as it may sustain by reasons of his failure to comply with the terms of the
Specifications and the Contract.
69.01 GUARANTEE
The Contractor shall warrant his construction to be free from defects in material and workmanship, including the manner of installation, for a period of one (1) year following final acceptance by the Golf Course Architect Owner except trench settling and any pipe/fitting failures will be guaranteed for (2) years. The Contractor shall warranty all forms of construction deficiency including, but not limited to, settling of trenches, settling of irrigation or drainage components, settling of tee and green surfaces, settling or cracking of paved surfaces and dead plant material. However, this warranty shall be valid only if the installation is properly maintained and operated under normal conditions and in accordance with the manufacturer’s instructions. The Contractor shall, upon written notice by the Owner, immediately replace and make good without expense to the Owner any such faulty part or parts and damage done by reasons of the same, during the period of one (1) year from the date of final acceptance of the Work. The date of the final acceptance report shall be considered the date of final acceptance.
Should the Contractor fail to make good the defective parts within a period of thirty (30) days of
such notifications, after written notice has been given him, the Owner may replace these parts,
charging the expense of same to the Contractor.
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Section 01200 - Summary of the Work for Site Improvements
1.01 SCOPE:
A. The project includes all labor and materials as required to complete the work as outlined
in the plans and specifications.
1.02 RESPONSIBILITY OF CONTRACTOR
A. The Contractor shall be responsible for the total Work of this component included within
the specifications and drawings as prepared by the Golf Course Architect.
B. The Contractor shall be responsible for the scheduling and general management of the
work of the Project and for the acts and omissions of all their employees; all
subcontractors, their agents and employees; and all other persons performing any of the
Work under a subcontract with the Contractor.
C. The Contractors shall supervise and direct the Work, using their best skills and attention.
They shall be solely responsible for all construction means, methods, techniques and
procedures and for coordinating all portions of the Work under the Contract.
D. The Contractors shall be responsible for initiating, maintaining and supervising all safety
precautions and programs in connection with the Work.
1.03 COMMENCING WORK
A. The Contractor shall not commence work nor allow any subcontractor to commence work
until the Owner has issued a Notice to Proceed. A preconstruction meeting shall be held
and construction shall commenced immediately after receipt of written notice to proceed.
1.04 STORAGE OF MATERIALS
A. The Contractor shall arrange with the Owner for the storage of his materials on the job
site. Materials such as wood and steel shall not be piled directly on the ground.
Coverings shall be watertight and substantial to prevent blowing away by the wind.
1.05 LAYOUT OF WORK
A. Prior to the start of any construction, all tee and green centers, dogleg points and ponds
shall be staked with durable, easily visible stakes. Stakes shall be flagged with ribbons
and labeled for identification. The Contractor shall be responsible for all staking as
required to complete the work. The Contractor shall retain a Registered Land Surveyor
as required to run and/or verify all lines and grades locating their work, establish correct
datum points, and check each line and grade on the site to insure their correctness. All
such lines and grades shall be carefully preserved throughout construction.
B. All Contractors shall verify and layout all work from dimensions give on Drawings: and
shall be responsible for the correctness of all measurements, and shall verify all grades,
lines, levels, elevations and dimensions shown on the Drawings. Contractors shall take
measurements and verify dimensions of existing work, if any, that affect his work or
inconsistencies to the Golf Course Architect prior to commencing Work.
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Section 01250 - Substitutions of Materials
1.01 SUBSTITUTIONS OR APPROVALS PRIOR TO BIDDING
A. The Contractor may request, in writing, the approval of the Golf Course Architect to
substitute materials, products or equipment for proprietary products specified, unless the
particular Specification prohibits such substitution. The Golf Course Architect's approval
be required even though "or equal" or synonymous terms are used.
B. The specified products have been used in the design of the project and the preparation of
the Drawings and Specifications, and as such establish minimum standards of function,
dimension, appearance and quality necessary and requisite for this project which
substitutes must meet to be considered acceptable. The burden of proof of equality rests
with the Contractor.
C. Requests for substitution shall be submitted to the Golf Course Architect in writing.
Requests shall clearly describe the material, project or equipment for which approval is
requested and shall be accompanied by manufacturer's literature, specifications,
drawings, performance data or other information necessary to completely describe the
item and establish it's acceptability.
D. In submitting his request for substitution, the Contractor agrees that if his proposed
material, product or equipment is approved and subsequently used in the Work, he shall
assume all costs incurred on account of additional Work and changes required to
incorporate his product into the project including all such work and changes performed
under other Contracts.
E. The approval or rejection of a proposed substitution is vested in the Golf Course Architect
whose decision shall be final and binding. The determination may or may not express
the reason for the decision.
F. If the specified material becomes unavailable during construction because the
specified item is no longer manufactured, the specified item is unavailable as a result of
an act of government such as declaration of a national emergency, or delivery of the
specified item is substantially delayed, as a result of labor disputes affecting the
manufacturer, unusual delay in transportation, or any other cause beyond control of the
Contractor or subcontractor, the Contractor shall promptly notify the Golf Course
Architect in writing and request a substitution. Request will not be approved where the
delay in delivery results from failure to promptly place subcontracts and materials orders.
G. The intent of this Specification is not to eliminate properly qualified entrants from
competition, but to confine the bidding on the part of contractors, manufacturers and
dealers, to those whose standing and qualifications are such that the Golf Course
Architect feels warranted in giving them their approval. If however, any bidder desires to
have consideration given to individuals, firms, materials, brands, makes, etc, other than
specified, he may have the privilege to submit to the Golf Course Architect for written
approval a complete list of proposed substitutions of materials any time prior to ten (10)
calendar days of the hour and day set for opening bids. All requests shall clearly define
and describe materials or equipment for which approval is required. Requests shall be
accompanied by manufacturer's literature, specifications, drawings, cuts, performance
data, etc., where same is necessary to completely describe product.
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H. Approvals will be made only by addendum duly numbered, dated and issued and
delivered to each bidder receiving a set of Contract Documents, so that bidders may
have an opportunity to familiarize themselves with such information prior to submission of
their proposals.
I. It is hereby understood and agreed by all bidders that all bids will be based upon
materials specified. No substitutions will be permitted after the bids have been submitted
except as permitted in the contract documents.
1.02 SUBSTITUTIONS OR APPROVALS AFTER BIDDING
A. Since all bids are based upon material and equipment as specified or approved prior to
bidding, the Golf Course Architect and Owner will not consider substitutions after bidding
except in such cases where it is necessary to make a substitution because of strikes,
lockouts, bankruptcy, discontinuing of a product, etc. Requests for such substitutions of
materials after award of a contract shall be made within ten (10) days of date that
Contractor ascertains he cannot obtain material or equipment specified. Such requests
shall be accompanied by a complete description of material or apparatus on which a
substitution is desired to me made. Substitutions of materials or apparatus other than
those specified will not be accepted except upon recommendations of the Golf Course
Architect to the owner and with written approval of Owner.
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Section 01300 - Temporary Facilities and Cleaning Up
1.01 GENERAL
A. Each Contractor shall arrange for the installation and removal of all temporary facilities
required by them and specified herein.
1.02 TEMPORARY OFFICE AND TELEPHONE
A. The Contractor shall provide office facilities according to his needs. Office facilities may
be relocated, when appropriate, to space within the work when such space is suitable.
B. The Contractor shall provide the Golf Course Architect and Owner with a telephone
number where the Contractor can be conveniently reached.
C. The Contractor shall maintain an adequate First Aid Kit in his office for use by his
employees and emergency use by employees of other Contractors or Subcontractors.
1.03 TEMPORARY PROTECTION
A. The Contractor shall protect excavations, trenches, other temporary work, and other work
of the Project from damage from water including ground water, rain water, ice and snow,
backing up of sewers, etc. Keep excavations and trenches free from water during the
progress of the work, and provide temporary enclosures, pumps and equipment and do
all grading, pumping, bailing or other work necessary to insure this protection. Erosion
control measures such as hay bales shall be provided where necessary to prevent soil
erosion on and around the site.
1.04 TEMPORARY WORK
A. The Contractor shall provide temporary bracing and shoring, barricades, and such other
temporary work as may be necessary for the execution of the work and the protection of
persons and property. Remove temporary work when the need no longer exists.
1.05 CLEANING UP
A. In addition to the cleaning up required by the General Conditions, the following cleaning
shall be provided upon completion of the work.
1. Each Contractor or Subcontractor shall remove from the Project and the site all
waste and surplus material, rubbish, tools and equipment. Each Contractor or
Subcontractor shall clean all surfaces, systems, items and fixtures provided by
his Contract, including the removal of labels, stamps, grease, oil, dust, stains,
etc. Each Contractor or Subcontractor shall remove from the work of each other
Contractor grease, oil, dust, stains, or any other soiling for which he is
responsible.
2. If accomplished prior to completion of the Project, all cleaned surfaces shall be
maintained in clean condition until all work operations have been completed or
the Owner occupies the Project. After Completion of cleaning operations,
recleaning of any soiled areas shall be the responsibility of the Contractor
causing such soiling.
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3. If the Contractor fails to clean up as specified, the Owner may do so and charge
the cost thereof to the various Contractors as provided in AIA Documents A201,
Paragraph.
4. The cleaning of surfaces and removal of barricades, fencing, debris, etc. which
were caused in part or directly by the contractor shall be considered incidental.
Failure to adequately clean the site shall be reason to withhold payment to the
contractor.
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Division 2 Site Work
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Section 02230 - Site Clearing
PART 1 - GENERAL 1.01 SCOPE:
A. The work covered by this section of the Specifications consists of furnishing all labor,
materials and equipment for performing all operations in connection with this section of the
Specifications and the applicable Drawings and subject to the terms and conditions of the
Contract.
B. Work in this section includes but is not limited to:
1. Removal of all rubbish or foreign material including, structures, concrete, trash, fencing, etc.
from the site.
2. Removal of tree stumps, brush and vegetation from the area of construction so marked on
the plans. Trees will be removed by the Owner.
1.02 MONUMENTS:
A. Maintain all bench marks, monuments and reference points. Relocation of disturbed
reference points by a registered land surveyor shall be the responsibility of the Contractor.
1.03 UTILITIES:
A. The contractor shall verify locations and elevations of existing utilities on the site before
beginning work.
PART 2 - EXECUTION 2.01 EQUIPMENT:
A. The Contractor shall maintain on the job sufficient equipment of the types needed to
complete all work in accordance with the requirements of this Specification within the contract
time.
2.02 REMOVALS:
A. All areas or items indicated on the drawings to be cleared or removed shall be done so in
such a manner as to avoid damage to existing features which are to remain. Any significant trees
in close proximity to the fairway outline, which do not interfere with play, shall be left for approval
by the Golf Course Architect.
B. Following tree removal, the Contractor shall grub out all remaining stump and root material to
a depth of three (3) feet below grade and the holes shall be backfilled with soil and compacted to
avoid settling.
C. The Contractor shall exercise care to not contaminate the topsoil with subsoils or vegetation
during the removal of trees and stumps.
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Section 02300 – Earthwork and Erosion Control PART 1 - GENERAL 1.01 SCOPE:
A. The work covered by this section of the Specifications consists of furnishing all labor,
appliances, and materials necessary to perform all operations in connection with this
section of the Specifications and the applicable Drawings and subject to the terms and
conditions of the Contract.
B. In general, this section of the Specifications includes, but is not necessarily limited to, the
following:
1. Stripping, stockpiling and redistribution of topsoil to finish grades as necessary to
complete the work as described in the plans and specifications.
2. Hauling and placement of imported topsoil.
2. Excavating and mass grading of soil.
3. Cutting through any debris, rock, or other foreign material, and removing same from
the property or disposing of as directed by the Golf Course Architect.
4. Erosion control
1.02 DISPOSITION OF EXCAVATED MATERIAL:
A. All construction material not suitable for construction shall be taken to an appropriate
disposal facility outside the construction limits of this project or as directed by the Golf
Course Architect.
1.03 PROTECTION:
A. Any area outside the construction limits which are disturbed will be returned to its original
condition by the Contractor at his expense.
B. It shall be the Contractor's responsibility to protect all utilities whether or not they are
shown on the drawings, identified in the specifications, or identified in the field by the
respective utility Owners.
PART 2 - MATERIALS 2.01 SEDIMENT AND EROSION CONTROL
A. The Contractor shall provide the following materials as required to meet the specified
erosion control measures.
1. SILT FENCE. Silt fence shall be pre-assembled and constructed. Silt fence shall be
installed on the contour (vs. up and down a hill) and constructed so that flow cannot
bypass the ends (J-hook). Continuous silt fence segments shall not exceed 600-ft. All
silt fence shall be orange or black in color. All silt fence shall be inspected and
maintained to preserve its effectiveness in accordance with the requirements of the
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Storm Water Pollution Prevention Plan. No additional compensation shall be made for
repairs.
2. INLET PROTECTION. Storm drain inlet protection shall be done in accordance with best management practices including:
Storm drain inlet protection and devices for preventing sedimentation from entering the underground drainage systems. Storm drain inlet protection applies to manholes, catch basins, curb inlets, and other drop type inlets constructed for the ingress of surface water runoff into underground drainage systems. Storm drain inlet protection as described in this Section does not include practices to protect culverts.
The Contractor must protect all storm drain inlets with sediment capture devices prior to soil disturbing activities that may result in sediment laden storm water runoff entering the inlet. The Contractor shall provide effective storm drain inlet protection over the life of the Contract until all surfaces with potential for discharging sediment to an inlet have been paved or stabilized. As the Contractor’s operations change, the storm drain inlet Best Management Practice for sediment control must be modified by the Contractor to ensure proper effectiveness for sediment capture.
The Contractor is responsible for preventing or minimizing the potential for unsafe conditions, flooding, or siltation problems. For example, devices must be regularly cleaned out and emergency overflow must be an integral part of the device to reduce the flooding potential; and devices must be placed such that driving hazards or obstructions are not created.
The Contractor shall clean, remove sediment, or replace storm drain inlet protection devices on a routine basis such that the devices are fully functional for the next rainstorm event. Removal and disposal of trapped sediment in inlet protection devices shall be incidental to the Project. Sediment deposited in and/or plugging drainage systems is the responsibility of the Contractor and shall be removed at no expense to the Department
3. STRAW WATTLE/LOG
Shall consist of 100% wheat straw. Sleeve shall be 100% natural Jute netting. The compost/ blend shall be pneumatically shot into a geotextile cylindrical bag. The geotextile bag shall consist of a 100% natural Jute netting and contain the straw material while not limiting water infiltration. The encased compost shall form a cylindrical log that is a maximum of 55 m [180 feet] and approximately 200 mm [8 inches] in diameter.
4. TEMPORARY ROCK CONSTRUCTION ENTRANCE
Not required.
5. STREET SWEEPING
Tracking of dirt onto public roads during hauling and general day-to-day construction
operations will require periodic cleaning of these roadways. Scraping and vacuum
assisted sweeping or a combination may be required. Power brooms or “sidewinder”
type devices are not acceptable for cleaning of the roadway.
Any sediment tracked onto City streets or onto streets that drain into storm sewer systems shall be kept clean by the Contractor; sediment shall be removed within 12 hours of discovery. If the Contractor fails to remove all of the tracked sediment from streets the City shall remove any sediment at the Contractor’s expense.
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6. HYDRO-MULCH WITH TACKIFIER
Hydro-mulch shall be Conwed Fiber 200 or similar approved equal applied per the
manufacturer’s recommendations.
7. EROSION CONTROL BLANKET
Futerra Environet erosion control blanket installed per manufacturer’s recommendations.
PART 3 - EXECUTION 3.01 EQUIPMENT:
A. The Contractor shall maintain on the job sufficient equipment of the types needed to
complete all work in accordance with the requirements of this Specification within the contract
time.
3.02 EROSION CONTROL:
A. The Contractor shall install erosion control where shown on the plan and\or as directed by the
Golf Course Architect to insure protection from erosion or wash out.
B. The erosion control shall be maintained by the Contractor until final completion and
acceptance of the project. At that time, the Contractor shall become responsible for removing of
all silt fencing and for returning the area to its original condition or grade and seed to match
surrounding grades. The Contractor is required to abide by all requirements of the PCA NPDES,
storm water permit, and SWPPP, including monitoring, inspections, and appropriate
documentation.
C. Horizontal slope grading, construction phasing and other construction practices, as noted on
the SWPPP or erosion control plan shall be followed to minimize soil erosion.
D. The Contractor shall spread accumulated sediment to form a suitable surface for turf
establishment or dispose of the sediment off of the Right of Way. The Contractor shall shape the
area to permit natural drainage. All work shall be done to the satisfaction of the Golf Course
Architect.
3.03 STRIPPING OF TOPSOIL:
A. The Contractor shall strip and stockpile the existing topsoil in sufficient quantity to allow
placement of four (4) inches of (compacted depth) topsoil over all areas which have been
disturbed by grading operations. Care shall be taken during the stripping of the topsoil to
insure that topsoil is not contaminated by brush, tree roots or subsoils. Topsoil shall be
cleaned of all rock or debris and approved by the Golf Course Architect prior to reuse.
B. In areas with organic soils, the contractor may roto-till the soil and regrade without stripping
and stockpiling topsoil.
3.04 ROUGH GRADING:
A. Rough grading shall consist of all grading operations required to establish sub-grades for
areas to be sodded, seeded, planted or paved.
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B. Excavation: The Contractor shall perform excavation of every description regardless of the
character of materials encountered within the contract limit lines indicated on the Drawings.
All excavation shall be carried to such a depth that sufficient material will be left above the
designated grade for compaction. Where cut on fairways or rough is shown on the Plans and
the cut material, in the opinion of the Golf Course Architect, is unsuitable for base fill of
greens or tees, the Contractor may abandon the cut and borrow from other areas as located
by the Golf Course Architect. Unsuitable materials shall be disposed of in accordance with
these Specifications or as directed by the Golf Course Architect.
C. Soils: The soils on this site may contain sand, gravel and/or rock. Any excess rock or debris
shall be hauled away and disposed of off-site or buried on site in a location to be approved by
the Golf Course Architect or stockpiled in a location to be determined by the Golf Course
Architect. Buried rock or debris shall be placed in areas outside the golf course fairways,
green and tees and in areas which future excavation is not anticipated. Rock shall be buried
by not less than four feet of soil and brought to finish grade as indicated on the plans.
D. The hold down elevations for any building pads shall be as indicated on the plan and shall be
prepared to within .10 foot of the specified grades.
3.05 FINISH GRADING:
A. Where the grades are established as shown on the Grading and Drainage Plans and Green
Detail Sheets, the surface of the land shall be brought by cutting and filling, as shown, to a
subgrade of proper elevation to allow for proposed construction.
B. Site grading shall be finished in a workmanlike manner, true to grade and cross section within
0.20 foot of finish grade shown on the Plans or as approved in the field by the Golf Course
Architect. Any areas that have been compacted by trucks or other vehicles or storage of
materials shall be plowed, disked and dragged to match the texture of remaining finish
graded areas. All surfaces, both soft and hard, shall pitch to properly drain.
C. After necessary grading on the ground has been completed, the areas to be seeded shall be
thoroughly plowed, disked, or roto-tilled, harrowed and dragged until smooth. All holes,
depressions, rivulets shall be filled in and brought to a smooth, harmonious grade. Any sticks,
branches, or stones (3/4” or larger) coming within these areas shall be picked up and
removed from the premises.
3.06 COMPACTION OF FILL:
A. Compaction under paving shall be accomplished in lifts not exceeding six inches (6") in depth
(loose) except where fill materials are granular and vibrating equipment is used.
B. If poor soils are encountered during any excavation process within the fairways, greens or
tees, they shall be excavated and replaced with suitable material and compacted in six-inch
lifts, or as directed by Golf Course Architect.
3.07 COMPACTION OF PAVED AREA SUBGRADES:
A. The subgrade shall be brought to correct line and grade. Where fill is required, it shall be
placed in lifts not exceeding six (6) inches in loose thickness and compacted to a minimum of
95% of the standard proctor density. Fill material shall be free of organic matter and debris.
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3.08 DRAINAGE:
A. If necessary during the progress of the Work to interrupt the natural surface drainage or flow
of artificial drains, the Contractor shall provide adequate temporary drainage facilities that will
prevent erosion damage or unnecessary delay of the work, and shall restore original drainage or
construct proposed drainage structures as soon as the work will permit. The Contractor shall
provide and maintain adequate drainage away from any building area during the construction
period.
3.09 SETTLEMENT:
A. Fill and backfill shall be compacted sufficiently to prevent future settlement. Particular
emphasis shall be directed to utility trenches or deep excavations. If settlement does occur within
the one-year guarantee period, contractor shall correct the settlement conditions including
replacement of paved surface, granular base and resetting of any structures at no expense to the
Owner.
B. Utilizing a ten-foot straight edge, the tolerance for settlement shall not be greater than one
inch over a ten-foot span.
3.10 EACH CONTRACTOR'S RESPONSIBILITY:
A. Each contractor shall be responsible for final placement or disposition of any of his
excavation materials resulting from work under his contract.
B. The General Contractor shall be responsible for coordinating all excavation and earthwork by
the subcontractors. Existing topsoil shall be stripped in sufficient quantity to permit replacing six
(6) inches of topsoil over all areas disturbed by grading operations that are to be seeded. All
existing topsoil shall be saved. All topsoil shall be kept free from subsoil and debris.
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Section 02440 - Irrigation System PART 1 - GENERAL
1.01 CONDITIONS OF THE CONTRACT:
A. The conditions of the Contract (General, Supplementary and other conditions) and the General requirements are hereby made part of this section.
B. Contractor shall review the plans, verify the pressure requirement at the pump and check
pipe sizing to insure proper sprinkler operation. Any discrepancies in the plans or specifications should be brought to the attention of the golf course architect prior to beginning construction.
1.02 SCOPE OF THE WORK:
A. Repair any disturbed golf course equipment. B. The work shall include, but not be limited to, the following:
1. Arrange for, obtain and pay for necessary permits, bonds, materials and fees. 2. Excavating and backfill for all work as specified herein. 3. Test the entire underground piping system.
1.04 QUALIFICATIONS:
A. Because this is a specialized type of construction, only Bidders having prior experience
on golf course irrigation projects will be considered. The General Construction Bidders, or the subcontractor will be responsible for completing the work, shall be required to have previous experience installing golf course irrigation systems of comparable size and must have installed a minimum of 2 complete nine-hole golf course irrigation systems in the past 5 years.
B. The apparent low Bidder on this project will be required to furnish a list of experience in
golf course irrigation construction within 48 hours after notification from the Owner as the apparent low bidder. The list shall include:
● Name of course and location
● Client Name
● Date of completion
● Name and phone number of the designer
● Description of the work
1.05 EXAMINATION OF SITE:
A. The Contractor acknowledges that he has examined the site, and the submission of his
proposal shall be considered evidence that examination has been made.
1.06 CONDUCT OF WORK: A. The Contractor shall keep a full time, competent superintendent on the job site at all
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times. The superintendent and all assistants must be approved by the Owner's Representative. The Superintendent shall represent the Contractor in his absence and all directions given to him shall be as binding as if given to the contractor. The Contractor shall maintain skilled journeyman on the work during progress.
B. The Contractor shall not replace his Superintendent Representative as indicated to the
Owner without written approval of the Owner or his Representative. C. The Contractor shall confine his operations to the areas to be improved and area allotted
him for material and equipment storage.
1.07 HANDLING OF MATERIALS AND EQUIPMENT: A. The Contractor shall provide and pay for all transportation required to deliver and remove
for the site all materials and equipment, as required for all the work shown and specified. The Contractor is responsible for off-loading of material as it arrives on the site. The Contractor shall provide adequate security of materials on site at all times at his expense. During the life of this contract, the Contractor shall be solely responsible for the replacement of any irrigation materials or supplies which are stored on the site, and are stolen or vandalized prior to installation.
1.08 CONTRACTORS RESPONSIBILITY:
A. The Contractor shall be responsible for his work and every part thereof and for all
materials, tools, and property of every description used in connection therewith. The Contractor shall protect the Owner against all liabilities, claims, or demands for injuries or damages to any persons or property growing out of the performance of the work under this contract, except such liability, claims or demands for injuries or damages resulting from acts or failure of the Owner to act.
1.09 CODES AND INSPECTION:
A. The entire installation shall fully comply with all local, state and federal laws and
ordinances, and with all the established codes applicable thereto. The Contractor shall take out all required permits, arrange for all necessary inspections and shall pay any fees and expenses in conjunction with the same as part of the work under this contract. If compliance with such codes and laws necessitates a change in design, the Designer must be notified immediately.
1.10 CLEANING PROCESS:
A. The Contractor shall at all times keep the premises on which the work is being done, and
the adjoining premises, clean of rubbish caused by his work. B. Upon completion of the job, the Contractor shall clean up all debris caused by his work
and leave the job in a neat and clean condition. All debris removed from the job will be taken away from the premises.
1.11 INSPECTION OF SITE:
A. The Contractor shall be responsible for marking all utilities. If the Contractor damages
utilities, it shall be the Contractor's responsibility to pay for all repairs. B. Contractor shall acquaint himself with all site conditions. Should utilities not shown on the
plans be found during excavation, Contractor shall immediately notify the Owner for instructions as to further action. Failure to do so will make the Contractor liable for any
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and all damages thereto arising from his operations subsequent to discovery of such utilities or the existing irrigation system not shown on the plans.
1.13 QUALIFIED PERSONEL AND REPAIR:
A. During the execution of this contract, the Contractor shall keep a technically qualified person on the job full time and maintain adequate labor and equipment on the site to immediately repair the system or components in the event of any leak or failure. If there should be an interruption in the work, and the Contractor leaves the golf course for an extended period of time, he shall make sure that adequate materials are on hand to repair any failure, and that the Owner's personnel are familiar with performing such repairs.
1.14 DAMAGE TO OTHER WORK AND VEGETATION:
A. The Contractor shall exercise special caution to avoid damage to trees, shrubs, and their
roots. If, in the opinion of the Owner, a malfunction or other failure renders the irrigation system or a portion of the system inoperable, and this results in erosion or other damage to the golf course during the construction period, the cost of corrective work necessary to repair, replant, or otherwise return the damaged area to an acceptable condition shall be borne by the Contractor.
1.15 ADJUSTMENT OF PLAN:
A. It is to be recognized that the plans for the irrigation system are schematic only. The
Contractor shall be prepared to adjust the installation of the irrigation system so that it will properly irrigate the features of the golf course.
1.16 STAKING AND LAYOUT:
A. Contractor shall keep, at his own expense, a qualified person on the job for the purpose
of staking the locations on the ground of all the irrigation equipment and appurtenances to be installed. The Contractor shall furnish wire flags to mark the locations of the heads. The plans and these specifications will be used as a guide in selecting the final locations for head placement.
B. Prior to the start of trenching, the Owner's representative, Golf Course Architect, Irrigation
Designer, and the Contractor will review the staking and adjust as necessary to select head locations that will provide optimum coverage. The Contractor will maintain this staking and or replace all stakes until all equipment is installed. If for any reason it is necessary to locate the sprinkler more than a foot from the head, the Contractor shall so inform the Owner and obtain his approval.
1.18 PIPING AT GREENS:
A. During the installation of the heads around the greens, the Contractor will strictly avoid running pipe through bunker beds or under the putting surface, or locating valve boxes or heads in front of the greens.
1.20 FIELD NOTES: A. The Owner will furnish the Contractor with three sets of drawings related to the irrigation
layout for the purpose of having the Contractor; record all changes that may be made during actual installation of the system. The Contractor will indicate on one set of plans,
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any changes in head location, valves, piping routes or any other alterations that might have occurred. These construction notes shall be turned over to the owner prior to final acceptance.
1.21 CHANGES IN WORK: A. The owner reserves the right to alterations, additions to or deletions from, the work
shown on the drawings, or described in the specifications without rendering the contract void. The changes shall not in any way effect the time of completion of the work as agreed upon, unless a new date is further agreed upon.
B. No materials shall be installed on the project until the Irrigation Consultant or Owner’s
Representative has approved them. The Owner's Representative also reserves the right to observe installation of the irrigation system at any time and reject any and/or all materials or workmanship that does not meet project specifications and/or industry standards.
C. Any additions or deletions in the quantity or work as set forth in these specifications and
drawings will be done only at the direction of the Owner or Designer. The price shall be adjusted according to unit price bids to the satisfaction of the Contractor and Owner and shall be accepted in writing by the Owner.
1.24 OWNER’S REPRESENTATIVE: A. The only authority to approve work performed by the Contractor, make field changes that
are necessary and approve payment schedules submitted by the Contractor for payment, is the Owner or his Authorized Representative.
B. If the Owner is not in direct contact with the project, the person who represents the
Owner in awarding the contract is deemed an Authorized Representative of the Owner. For the scope of the plans and specifications, the term "Owner" refers to the Owner or his Authorized Representative.
C. Changes involving monetary differences in the contract price must be approved by the
Owner prior to the performance of the work. No payment will be made for such extra work until a change has been signed by the Contractor and Owner. The price shall be adjusted according to unit price bids to the satisfaction of the Contractor and Owner and shall be accepted in writing by the Owner.
D. The Authorized Representative shall have the authority to approve or reject work
performed by the Contractor. The Authorized Representative has the authority to stop work when necessary to insure proper execution of the Contract. If the Contractor disagrees with a decision of the Representative, he may file a complaint in writing to the Owner, who will notify the Contractor of his decision to support or override the decision of his Representative.
1.25 INSPECTIONS:
A. The Owner shall be afforded access to make whatever inspections are, in his opinion,
necessary. The Contractor shall provide whatever labor, and maintain and operate whatever equipment may be necessary to properly test or inspect the work. The progress of the work shall not interfere with the Owner's right to inspect. Inspection shall not constitute acceptance. Subsequent to inspection, and prior to final acceptance, any work
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or material found by the Owner to be not as specified shall be removed and properly replaced by the Contractor at his own expense.
B. At least ten days prior to scheduled date of final inspection of the complete irrigation
system, the Contractor shall submit to the Owner for his approval, three copies of the manufacturer's maintenance and operation instructions for all components installed. At the completion of the work, the Owner will satisfy himself that all equipment is fully operable and that the system complies with the plans and specifications.
1.27 WINTERIZATION. START UP AND HEAD LEVELING: A. The Owner is responsible for winterizing and start-up of the system following completion
of the work.
1.29 OWNER'S RESPONSIBILITY FOR MAINTENANCE: A. It will be the Contractor shall be responsible for insuring that the system remains in
working order during construction.
1.30 SERVICE BY CONTRACTOR: A. The Contractor will repair or service the system at the Owner's request during the
guarantee period.
PART 2 - MATERIALS
2.01 GENERAL: A. All materials throughout the system shall be new and in perfect condition. After award of
the contract, and prior to beginning the work, the Contractor shall submit to the Owner for approval three copies of the complete list of materials which he proposes to install. Quantities of the material need not be included. No deviations from the specifications shall be allowed.
2.02 PIPE AND FITTINGS:
A. Pipe sizes will conform to those shown on the irrigation plan. PVC pipe 3" in diameter and
larger shall be SDR 21 class 200 Ring-Tite pipe. All 2.5" and smaller PVC pipe shall be Class 200, SDR 21 solvent weld pipe as manufactured by Eagle Plastics or equivalent as approved by the Golf Course Architect. All pipe must be continuously marked with identification of manufacturer, type, class and size. Gasket joint pipe may be used for the solvent weld pipe. All pressurized pipe at creek, wetlands, shall be PVC, SDR 21, Class 200 Ring-Tite. All pressurized pipe at stream or wetland crossings shall be Yelomine pipe as manufactured by Certainteed. All pressurized pipe at driveways and road crossings shall be enclosed in a SDR 21 Class 200 sleeve provided by the Contractor. No substitutions of smaller pipe will be allowed. Substitutions of larger pipe sizes may be approved, submit request in accordance to the substitution submittal section.
B. If any pipe is rejected, due to non-conformance to the specifications, it shall be removed
immediately from the site. C. All piping under roads, drives or walks shall be two (2) times the nominal size of the pipe
being sleeved. Sleeving shall be S-40 PVC pipe. The minimum size of sleeving used will be 4" diameter.
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D. All change of direction fittings for PVC pipe 2 ½” and larger shall be Harco deep bell as
manufactured by the Harrington Corporation and shall be manufactured of ductile iron, Grade 65-45-12 in accordance with ASTM A-536. Fittings shall have deep bell push-on joints with gaskets meeting ASTM F-477 standards.
E. Fittings 2 inch and smaller shall be Schedule 40 solvent weld fittings. Solvent cement and
primer shall meet the requirements of ASTM specification D1564. Gasket type fittings shall be minimum SDR 21 dimensions and wall thickness and shall carry a minimum pressure rating of 200 psi. All PVC fittings shall be manufactured by Spears, Lasco, Harco or approved equal and shall be one piece. All solvents and cements shall be those recommended by the manufacturer for the correct temperature and application.
F. Service tees for swing joints shall be push-on gasketed and molded in one piece as
manufactured by The Harrington Corporation of Lynchburg, Virginia. Branch outlets shall have a straight thread and an O-ring sealing surface compatible with the O-ring joint inlet of the mating swing joint. Fittings shall meet the requirements of a 315 psi long term pressure rating per ASTM D3139, per ASTM F1970, and per the methods of AWWA C907.
2.03 SWING JOINTS:
A. All sprinklers and quick couplers shall be installed with Spears double O-ring model 591-015 or TORO double O-ring model TSJ-15 (1-1/2”), TSJ-10 (1”), and TSJ-10-QC (QCV) schedule 80 PVC full circle swing joints of the three (3) elbow type, or approved equal. Street elbows and close nipples are not acceptable. All quick coupling valve swing joints shall include brass nipple and Dura-Lock.
2.04 SPRINKLER HEADS:
A. All sprinkler heads shall be a gear-driven rotary type Rainbird 700 or 900. The sprinkler shall be of a pop-up design with a pop-up stroke of 4 3/16”. The sprinkler shall have an ACME 1 ½” female-threaded inlet. The sprinkler shall incorporate a low wattage, surge protected, electrical solenoid for activation of the integrated control valve. The solenoid operator shall be suitable for 24 V a.c., 50/60 Hz service with an inrush of.17 amperes @ 50 Hz, .12 amperes @60 Hz and holding of .15 amperes @ 60 Hz. The solenoid shall be capable of withstanding lightning surges in excess of 15,000 volts without damage.
B. The base bid shall include five (5) new Rainbird 900 series contingency heads with pipe
and wire to be used at the Owner’s/Golf Course Architect’s discretion.
2.05 QUICK-COUPLING VALVES:
A. Quick-coupling valves shall be 1”, Toro model number 474-00 with accompanying keys and hose swivels or approved equal. All Q.C.V. shall be plumbed with a 1” TORO swing joint with locking stabilizer or approved equal.
2.06 ISOLATION VALVES:
A. Main line isolation valves three (3) inch and larger shall be iron body, bronze mounted units which meet AWWA specification C509-80 , as manufactured by Nibco, Clow or approved equal. They shall have a working pressure rating for cold water of at least 200 PSI. The valves shall have push-on ends specifically designed for use with PVC pipe. The valves shall be equipped with non-rising stems and 2" square cast iron operating nuts. Two (2) T-handle valve wrenches shall be supplied for valve operation. Three (3)
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inch and smaller lateral isolation valves shall be 200 psi rated angle globe valves with integrally restrained ends. Ends shall be male swivel or integrally restrained push on gasketed joint as required. Components shall be Ductile Iron, 316 Stainless Steel, and Low Zinc Bronze complying with ASTM A536, ASTM A276, ASTM B62-C83600 respectively or equivalent. Ductile Iron shall be fusion bond epoxy coated. Gasketed joints shall be SBR Rubber and comply with ASTM F477. Internal seals shall be EPDM rubber. Lateral Isolation Valves shall be as manufactured by The Harrington Corporation of Lynchburg, VA.
2.07 VALVE BOXES:
A. Access to all main line, green, tee isolation valves and all electrical splices shall be provided by Toro, Ametek or Carson Brooks standard 10" boxes. A Carson Brooks jumbo box with two 6" extensions shall be installed to house air release valves and pressure reducing valves.
B. When required by depth, the valve boxes shall be capable of "stacking" on top of one
another or be able to fit over a sleeve.
2.08 WIRE:
A. All wiring shall be done in compliance with local electrical codes and manufacturer's recommendations. All wires and circuits shall be identifiable with color coding. All 110 volt electrical wiring shall have a copper conductor and buried to a minimum depth of 24". All 120 volt power wires shall be colored black, white and green and shall be a minimum gauge #12.
B. All wiring shall be done in compliance with local electrical codes and manufacturer's
recommendations. Twenty-four (24) volt wire shall be UL listed, polyethylene coated wire as manufactured by Paige Electric, Union, New Jersey, or approved equal. The common wire shall be #12 gauge. The twenty-four volt hot shall be #14 gauge. Common wires shall have insulation of a different color from that of the "hot" wire.
C. Multi-conductor power wire with ground shall be as sized on the plan, and shall be as
manufactured by Paige Electric, or approved equal. D. Communication wire shall be compatible with the control system as recommended by the
manufacturer. E. All wire is to be furnished in 2500' continuous reels.
2.09 WIRE CONNECTORS:
A. Wire connectors shall be 3M DBY with Scotchlocks. No other wire connector is acceptable for 24 volt wires. The power wires of the irrigation system, 120 or 240 volts, shall be spliced using a Paige Electric DB14-4 Direct Burial Connector. All splices shall be housed in a valve/junction box, for easy access, and its location shall be marked on the as-built drawings.
2.10 THRUST BLOCKING:
A. Thrust blocks are required at all changes in size or direction, bends, reducers, plugs, elbows, caps, or wyes. Thrust blocks must be constructed so the bearing surface is in direct line with the major force created by the pipe or fitting. The thrust blocking must be formed against a solid undisturbed wall. These areas must be excavated by hand as the use of
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mechanical equipment will damage the bearing surface of the trench wall. B. Thrust blocking shall be poured-in-place concrete with a compressive strength of 2,000
pounds per square inch or approximately one part cement, two parts washed sand and five parts gravel. See diagram. All fittings shall be wrapped with plastic prior to thrust blocking.
C. Requirements for thrust blocking can differ depending on soil conditions and the type of
fitting. The Contractor should review all conditions and notify the Owner of any conditions which merit further review or which the contractor believes may require additional consideration or joint restraints.
D. The size of the thrust block is determined by the working pressure, the size and type of
fitting, and the soil conditions at the job site. To calculate the area of contact with the soil, follow these steps:
Calculate the total thrust by selecting thrust/100 by size and type of fitting from Table 1 and multiplying thrust/100 by system pressure divided by 100. Divide the total thrust by the bearing capacity of the soil in excavation (from Table 2) to determine the area (in square feet) of thrust block required to be in contact with the undisturbed soil.
PART 3 - EXECUTION
Install pipe, wire, valves, sprinklers, controllers, and all other appurtenances in strict accordance
with the manufacturer's recommended procedures, standard industry practices, these
specifications, and the directions of the Owner in the field.
3.01 PROTECTION:
A. Protect trees, shrubs, utilities, and other features on or adjacent to the site from damage
from the work of this section. Repair any and all damage.
3.02 WORKMANSHIP:
PART 3 - EXECUTION
3.01 GENERAL:
A. All material shall be installed in a workmanship manner in accordance with local trade practice and codes and in accordance with approved design shop drawings and the manufacturer's recommendations.
3.02 UNDERGROUND STRUCTURE:
A. The Contractor shall be responsible for requesting that all utilities identify the exact
TABLE 2 SOIL BEARING CAPAICTY
SOIL TYPE
SAFE BEARING
LOAD LBS PER SQ
FT*
Soft Clay 1,000
Sand 2,000
Sand and Gravel 3,000
Sand and Gravel cemented
with Clay
4,000
Hard Pan 10,000 *MTI assumes no responsibility for the above bearing load
data. The bearing loads given are for horizontal thrusts
when depth of cover exceeds 2 ft.
TABLE 1 THRUST/100 TABLE
(POUNDS PER 100 PSI)
SIZE
TEES,
PLUGS
90°
BENDS
45°
BENDS
22.5°
BENDS
2 363 513 259 141
2 ½ 531 751 379 207
3 788 1,114 562 307
4 1,302 1,841 928 508
6 2,822 3,990 2,012 1,101
8 4,783 6,763 3,410 1,865
10 7,430 10,506 5,297 2,898
12 10,452 14,778 7,452 4,076 For Reducers, subtract small opening plug thrust
from large opening plug thrust to calculate thrust/100.
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location of any underground electric, gas, telephone, water or other utilities which fall within or near the project contract limits. Depths of utilities shall also be requested prior to horizontal boring or trenching.
B. The Contractor shall be liable for the damages to and the cost of repairing or replacing
any buried conduit, cables, or piping encountered during the installation of the work.
3.03 EXCAVATING AND BACKFILLING: A. Excavation: Contractor shall do all necessary excavation required for the proper
installation of his work. Trenches for the PVC piping system, wiring and allied material will be excavated to a sufficient depth and width to permit proper handling and installation of the materials.
B. Excavation: When additional back-fill material is needed to replace the unsuitable
materials, it shall be the Contractor's responsibility and expense to supply such material. It shall also be the Contractor's responsibility to dispose of the unsuitable material.
C. Backfill: After pipe and wires have been laid and thrust blocks have been set, trenches
shall be backfilled using rock-free excavated material. Do not backfill until the system has been tested and found satisfactory. Excavated soil may be used to backfill the remainder of the trench provided that such material is shall be free from stones or debris of 1" and larger which may damage pipes. Backfilling of trenches containing plastic piping shall be done when pipe is cool to avoid excessive contraction. Back-fill shall be compacted to 95% standard proctor density. Pipe shall be hand backfilled and tamped to 4" above pipe. The remainder of the trench shall be backfilled and tamped with a Vermeer TC-4 compactor, as approved equal by the Owner, to eliminate future settling. All trench excavation will be compacted in six (6") lifts as it is brought up to finish grade to insure no settlement in the future. Compact using water. replace topsoil and compact to consistency of adjacent topsoil. The trenches shall be smoothed and prepared for seeding/sodding. The contractor will be responsible for settlement over the warranty period.
D. Backfill: Contractor shall do all necessary excavation required for the proper installation
of his work. Trenches for the PVC piping system, wiring and allied material will be excavated to a sufficient depth and width to permit proper handling and installation of the materials.
3.04 INSTALLATION OF PIPING:
A. All pipe three inches (3") and larger shall be trenched. All main line pipe which is under
constant pressure shall be installed with a depth of cover of not less than 24". All pipe shall be installed in accordance with the manufacturer's recommendation. Piping shall be securely capped at the end of each day's work to prevent entrance of foreign material.
B. Wires and all pipe two and one half (2 ½) inches in diameter or smaller may be installed by
vibratory plowing subject to Owner's approval of plowing equipment and procedures. All lateral pipe shall be installed with a minimum depth of cover of 18". All pipe shall be installed in accordance with the manufacturer's recommendation. Piping shall be securely capped at the end of each day's work to prevent entrance of foreign material.
C. All pipe shall be installed so as to be capable of being traced via the installation of a trace
wire or other method. The Contractor shall install a 14 gauge yellow tracer wires and terminate the tracer wire in a valve box with an engraved metal or plastic tag calling out “TRACER WIRE”.
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D. Trench for pipe shall be wide enough to allow for proper tamping around the pipe in accordance with the manufacturer's recommendations.
E. The bottom of the trench shall be clean and smooth, with all rock, loose soil, and organic
matter removed. The Contractor shall insure that there are no conditions in the trench that could damage the pipe or the wires. Any deviations from the above must be approved by the Owner.
F. Store PVC pipe in such a manner as to protect it from sunlight, oil, heat, and grease. All field
cuts and bevels shall be made in accordance with the manufacturer's recommendation. Solvent welding shall be done in strict accordance with the manufacturer's recommendations and ASTM standards D2564 and D2855, especially as they apply to ambient temperatures. Do not lay pipe in excessively wet trench. Pipe sizes are as shown on plan.
3.05 RESTORATION & SOD REPAIR:
A. The contractor shall remove and replace all sod in areas where pipe installation requires
trenching. The Contractor shall remove existing sod and protect it until it can be replaced. Where possible, care should be taken to locate trenches in areas which will have irrigation coverage in order to insure survival of sod. Following reinstallation of the sod, the Contractor shall provide the initial watering by use of water truck, hoses or the irrigation system. Any areas which die or fail to establish shall be replaced by the contractor prior to final acceptance of the Work.
B. In areas where pipe is installed with vibratory plowing, Contractor shall level and restore
damaged areas and install grass seed (see Seed Specifications). Watering and establishment of seed shall be the responsibility of the Owner.
3.06 DEMOLITION AND REMOVALS:
A. Existing sprinkler heads shall be salvaged and delivered to the Owner. Galvanized swing joints shall be demolished and removed from the site by the Contractor.
B. Soil required to repair areas disturbed by demolition shall be supplied and installed by the
Contractor. Seeding, sodding and repair of the areas disturbed by demolition or salvage shall be the responsibility of the Owner.
3.07 ISOLATION VALVES
A. Isolation valves shall be installed plumb and level, and anchored in accordance with the
pipe manufacturer's recommendations. Isolation valves shall be afforded “easy” access through a suitable valve box of appropriate size. Valve boxes shall be set to finish grade and placed in the center of one (1) square yard of sod. The cost of furnishing valve boxes and 4" PVC sleeves when required shall be included in the bid price for valves.
3.08 THRUST BLOCKING:
A. Install thrust blocks or anchoring for all isolation valves larger than 3", and at locations
where piping changes direction including tees, bends, elbows, reducer fittings, and the ends of pipelines in strict accordance with pipe manufacturer's recommendations. Construct thrust blocks of Sakrete or concrete of the following mix, having a compressive strength of 2000 PSI: 1 part concrete; 2.5 parts sand; 4 parts washed gravel. All fittings shall be covered with plastic prior to thrust blocking.
B. All thrust blocks must bear against undisturbed soil. In no case will field stone or wood of
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any form be acceptable for thrust blocking.
3.9 INSTALLATION OF WIRE: A. Verification of wire types and installation procedures shall be checked by the Contractor
to conform to local codes. Wire shall be installed with main line piping in the same trench. At each connection to the valve, sufficient slack shall be provided to facilitate future service. All 110 volt wire shall be installed under the piping to prevent accidental cutting.
B. All underground splices shall be located within valve boxes and waterproofed with the
wire connectors and electrical insulating resin packs. C. At no place in the system will the wire be tight. The wire must be snaked in the trench to
provide for expansion. Do not yank, stretch, or pull wires during installation. Provide a minimum of one foot of slack, in an expansion loop, in each 100 feet of wire. Lay wire on a firm even bed in the trench, which shall support the entire length. At splice locations, provide sufficient slack to allow the splice to be raised a minimum of 24 inches above grade for inspection. Do not lay wire above, or on top of the pipe.
D. When power wire runs do not follow the pipe they shall be buried at a depth of not less
than 12 inches and laid in a straight line so that they can be carefully located on the as-built plan.
E. Splice all wires to requirements of local minimum regulations or to the following
recommendations, whichever is more restrictive: Make all splices by exposing a minimum of three-quarters of an inch of copper conductor, twisting the leads together, and soldering them with a non-acid core solder. Wire nuts are acceptable in lieu of soldering. Make the splice completely waterproof by using connector kits in strict accordance with the manufacturer's recommendations. All splices will be located in appropriate valve box with flush lid.
3.10 QUICK-COUPLING VALVES:
A. Install quick-coupling valves on triple swing joints as listed in the specifications at grade
and on live pipe. Quick coupling valves shall be installed per locations on the plans. One shall be located at each green & installed in a 7” (minimum) round valve box.
3.11 REACHWELLS AND VALVE BOXES: A. Support all valve boxes on bricks or concrete blocks, and properly notch them, so that
they will not damage pipe or wire if they are pushed down. B. One valve box shall be used for each valve location. Install valve boxes flush with finish
grade and on dry level ground wherever possible. Do not locate valve boxes in tee surfaces, or in the approaches, collars, or putting surfaces of the greens. Avoid locating them in low spots that will collect drainage. Accurately locate all valve boxes on the as-built plan.
3.12 SLEEVING:
A. Wires at bridge crossings shall be enclosed within a UV resistant PVC conduit.
3.13 ROCK AND DELETERIOUS MATERIAL: A. Excavated material which consists of rock larger than 3/4" in diameter or other material
unsuitable for backfill (as defined by the pipe manufacturer's installation instructions)
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shall be classified as deleterious material. The Contractor shall remove this material and haul it to an on-site dump location designated by the Owner. In back-filling excavations where deleterious material has been removed, the General Contractor shall be responsible for clean-up and removal of deleterious material unearthed by irrigation installation operations and shall provide clean backfill material as required.
B. If bedrock is encountered in the alignment and depth shown on the plan, the alignment
and or depth shall be adjusted in order to avoid its excavation if at all possible. If alignment and depth adjustment cannot be made and it becomes necessary to remove the same, the Contractor shall be paid for additional cost incurred in the handling of it. No additional compensation shall be paid without prior authorization and receipt of a signed change order for the work.
C. If subsurface conditions along with the proposed trench line are such that excavating
equipment of the type and size correctly suited to this installation cannot properly excavate the trench and blasting is required, the Contractor shall do so only after obtaining the approval of the Owner's Representative. The Contractor shall store and use explosives as prescribed by the state and local laws, and shall be responsible for obtaining all permits, paying all fees, and conforming to all regulations pertaining to blasting operations.
D. Only experienced personnel shall be used and protection shall be provided for all
persons on the Owner's property. The Contractor shall be responsible for any personal or property damage resulting from this work. The Contractor shall remove and dispose of, on site, all excess and other material unsuitable for backfill as directed by the Owner. Payment for rock removal shall be based on a linear foot trench measurement at a price to be negotiated with the Owner.
3.14 WATER SUPPLY:
A. Based on the information provided, it is assumed that the existing pumping system is
satisfactory to meet the needs of the proposed system.
3.15 BACKFLOW DEVICE: A. The installation of a backflow prevention device shall not be required on this system.
3.16 ELECTRICAL WORK:
A. All electrical equipment and wiring shall comply with local and state codes and be
installed by those skilled and licensed in the trade.
3.17 AUTOMATIC CONTROL VALVE INSTALLATION: A. Isolation valves shall be installed plumb and level, and anchored in accordance with the
pipe manufacturer's recommendations. Isolation valves shall be afforded access through a valve box. The cost of furnishing valve boxes and 4" PVC sleeves when required shall be included in the bid price for valves.
3.18 SPRINKLER HEAD INSTALLATION: A. Sprinkler heads shall be set plumb and level to finish grade on triple swing joints as listed
in the specifications and shall be readjusted after turf areas are completed to assure proper operation.
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B. Install sprinkler heads plumb and at grade. Spacing shall be as designated on the plans. C. Stake all heads after installation to avoid damage during subsequent construction
phases. The Contractor shall set all heads and quick coupling valves to grade when grass has been established and when directed by the owner.
D. All sprinklers shall be backfilled and compacted with sand to within 4” of the finished
grade. The remainder of the excavated area shall be filled with black topsoil and sodded to grade. All sprinkler heads and quick coupling valves shall be set to finish grade and placed in the center of one (1) square yard of sod.
3.19 GREENS:
A. Install irrigation at the greens as shown on plan. Existing quick couplers and existing
isolation valves to remain.
3.20 IMPROPERLY OPERATING OR LOCATED EQUIPMENT: A. Any equipment which fails to operate properly and/or is located incorrectly shall be
promptly relocated and/or removed at the direction of the Golf Course Architect and at the Contractor's expense. Before any piping or equipment is located other than shown on the plans, permission to do so shall be obtained from the Golf Course Architect by the Contractor.
3.21 SITE REESTABLISHMENT: A. Replace plantings and permanent features disturbed by installation of the underground
sprinkler system.
3.22 INSTRUCTIONS: A. After completion and testing of the system, the Contractor will instruct the Owner's
personnel in the proper operation and maintenance of the system.
3.23 GUARANTEE:
A. The Contractor is responsible for the immediate repair of any system malfunction related
to the Work prior to the final acceptance by the Owner. The Contractor is to provide the Owner with an irrigation system that is free from defects in materials and workmanship for a period of one (1) year from the Date of Final Completion. If, during such warranty period, any such product fails due to improper installation or defective material, the Contractor will repair the defective component free of charge. The contractor shall furnish the Owner with a service rate for repair work over and above warranty failures. The Contractor will have 24 hours to respond to the failure. In the event the Contractor fails to respond within this time frame, the Owner will back charge the Contractor the same schedule of service fees provided to him by the contractor or actual service invoices if the expense is greater.
B. For a period of one year from Date of Final Completion of the work performed under
this contract, the Contractor shall promptly furnish, without cost to the Owner, all labor and parts which prove defective in material or workmanship.
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Section 02620 – Site Drainage PART 1 – GENERAL 1.01 SUMMARY:
A. The work covered by this section of the specifications shall consist of furnishing all labor, equipment and materials necessary to complete the Work in accordance with this section of the specifications and the applicable drawings, and subject to the terms and conditions of the Contract.
B. In general, the scope of work includes, but is not necessarily limited to, the following:
1. Digging trenches. 2. Installing perforated and non-perforated under-drain pipe. 3. Making all connections as shown on Plans. 4. Cutting through and removing any debris or other foreign materials encountered
during excavation of trenches and disposing of them. 5. The installation of tile inlets, grates, catch basins, sumps, lake outlets, and
cleanouts. 1.02 SUBMITTALS:
A. Product Data: Prior to delivery, submit manufacturer and model numbers for catch basins, inline inlets, drainage conduit and drainage gravel indicated.
PART 2 – PRODUCTS 2.01 DRAIN PIPE:
A. Perforated drain pipe shall be double wall, smooth flow type, corrugated polyethylene plastic tube as manufactured by ADS, Prinsco, Hancor or other as approved by the Golf Course Architect.
B. Non-perforated drain pipe shall be double wall, smooth flow type corrugated polyethylene
plastic pipe with premium grade gaskets (water resistance) unless otherwise specified as manufactured by ADS, Prinsco, Hancor or other as approved by the Golf Course Architect.
2.02 CATCH BASINS AND INLETS:
A. Catch basins and inline drain inlets shall be manufactured by Nyloplast, Ess Foundary, Hancor, Prinsco or approved equal.
2.03 SOIL MATERIALS:
A. Pea Gravel: Washed gravel or crushed stone places to the minimum thickness as shown on the Plans. Material size shall range from ¼” to 3/8” in diameter.
PART 3 – EXECUTION 3.01 PIPING INSTALLATION:
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A. General Locations and Arrangements: Drawing plans and details indicate general
location and arrangement of underground storm drainage piping. Exact location and arrangement of piping layout shall take design considerations, existing site elements, and trees into account. Install piping as indicated, to extent practical. Where specific installation is not indicated, follow piping manufacturer’s written instructions. Major deviations from plans shall be approved by the Golf Course Architect.
B. Install piping beginning at low points of system, true to grades and alignment indicated,
with unbroken continuity of invert. Bed piping with full bearing in filtering material. Install gaskets, seals, sleeves, and couplings according to manufacturer’s written instructions and other requirements indicated.
1. Install piping pitched down in direction of flow, at a minimum slope of 0.5 percent. 2. Lay perforated pipe with perforations down. 3. Excavate recesses in trench bottom for bell ends of pipe. Lay pipe with bells
facing upslope and with spigot end entered fully into adjacent bell.
C. All trenches shall be excavated to a depth as shown on the drainage plans to insure
proper drainage. The bottom of the trench shall be true to line and unyielding.
1. The ends of the pipe are to be laid in such a manner that there shall be no
shoulder or lack of uniformity of interior surface concentricity. The joints of all pipe shall be laid in such a manner conforming to the Plans and Details.
2. Non-Perforated Pipe: Width of trench shall be 2 inches minimum, 8 inches maximum on each side of the pipe. The bottom of the trench shall be rounded so that the pipe rests on undisturbed soil.
3. Perforated Pipe- Greens and Sand Bunkers: Width of trench shall be 2 inches minimum, 8 inches maximum on each side of the pipe. Trench depth from sub-grade to be not less than 10 inches or as required to allow for 2 inches of pea gravel below the pipe, and 4 inches above the pipe.
4. Perforated Pipe- Fairways: Width of trench shall be 4 inches minimum, 8 inches maximum on each side of the pipe. Trench depth from finish grade to top of pipe to be not less than 48 inches.
D. Use increasers, reducers, and couplings made for different sizes or materials of pipes
and fittings being connected. Reduction of pipe size in direction of flow is prohibited.
E. Install all piping according to manufacturer’s recommendations and ASTM D 2321.
F. Clear interior of piping and manholes of dirt and superfluous materials as work
progresses.
G. Exposed ends of the pipe shall be cut to match the slope at point of daylight and rip-
rapped as shown on the plans.
3.02 BACKFILLING:
A. All trenches that contain perforated under-drain pipe shall be backfilled with clean pea
gravel and capped with sand or other porous material approved by the Golf Course Architect as indicated on the plans.
3.03 MANHOLES, CATCH BASINS AND INLETS:
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A. All catch basins and inlets shall be finished with the appropriate reducing rings and cast iron grates as specified in the details.
B. All pipe ends inside concrete manholes or catch basins shall be cut flush and grouted or
sealed to prevent water loss of soil infiltration.
C. Manholes, catch basins and inlets shall be set on a minimum 6” compacted gravel base.
D. Catch basins should be protected during construction to prevent sediment from washing
in to them. Perforate sides of basin and surround basin with gravel to allow water to evacuate.
3.04 PIPE JOINT CONSTRUCTION:
A. Join PE pipe, tubing and fittings with couplings for watertight joints according to
AASHTO’s “Standard Specifications for Highway Bridges,” Division II, Section 26.4.2.4, “Joint Properties.”
B. Join perforated, PE pipe and fittings with couplings for soil-tight joints according to
AASHTO’s “Standard Specifications for Highway Bridges,” Division II, Section 26.4.2.4, “Joint Properties”; or according to ASTM D 2321.
3.05 FIELD QUALITY CONTROL:
A. Testing: After installing drainage fill to top of pipe, test drain piping with water to ensure
free flow before backfilling. Remove obstructions, replace damaged components, and repeat test until results are satisfactory.
3.06 CLEANING:
A. Clear interior of installed piping and structures of dirt and other superfluous material as
work progresses. Maintain swab or drag in piping and pull past each joint as it is completed. Place plugs in ends of uncompleted pipe at end of each day or when work stops.
3.07 AS-BUILT DRAWINGS:
A. The Contractor shall provide and keep up to date a set of as-built drawings which shall be
corrected daily to show any deviation from the original plan.
B. Upon completion of the work, the Contractor shall furnish the Owner with a complete reproducible set of as-built drawings showing the system as installed, including catch basin locations and pipe sizes. The as-built plan shall reflect actual field measurements indicating the location of all catch basins, turf inlet/outlets, sumps, cleanouts or wye connections from established reference features such as catch basins or manholes, major trees or structures.
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Section 02660 - Sand Bunkers PART 1 – GENERAL 1.01 SCOPE:
A. The work covered by this section of the Specifications consists of furnishing all labor, appliances, and materials necessary to perform all operations in connection with this section of the Specifications and the applicable Drawings and subject to the terms and conditions of the Contract.
B. In general, this section of the Specifications includes, but is not necessarily limited to the
following:
1. Construction of sand bunkers 1.02 DISPOSITION OF EXCAVATED MATERIAL:
A. All construction material not suitable for construction shall be taken to an appropriate disposal facility outside the construction limits of this project or as directed by the Golf Course Architect.
1.03 PROTECTION:
A. Any area outside the construction limits which are disturbed will be returned to its original condition by the Contractor at his expense.
B. It shall be the Contractor's responsibility to protect all utilities whether or not they are
shown on the drawings, identified in the specifications, or identified in the field by the respective utility Owners.
PART 2 – MATERIALS 2.01 TOPSOIL:
A. All topsoil should be of local origin and may be available on site as described in Section 02300 Earthwork. Topsoil shall be good rich loam or sandy loam topsoil free from debris. Topsoil does not need to be screened or pulverized but should be free from debris, sticks or rocks. Contractor shall submit sample and source location to Golf Course Architect for inspection and approval prior to site delivery.
B. Additional topsoil will be imported and provided by the Contractor as noted on the plans.
2.02 SAND:
A. All sand for bunkers shall be coarse, clean, washed sand of uniform grade as purchased from local sources or as manufactured on-site. Golf Course Architect shall approve sand prior to mixing or installation. For bidding purposes the gradation of sand and gravel shall be as follows:
B. The Owner currently uses a local mason’s sand for bunkers. Base bid for bunker sand
shall be Ohio Best Signature Blend sand. A bid alternate is being requested which, if
selected, would provide for the installation of Bard Materials Coarse Mason’s Sand.
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Sand for bunkers shall meet USGA gradation with not less than 20 inches per hour
percolation rate.
Possible suppliers of topsoil and sand may include the following:
*At least 60% of particles for green mix shall be in this range.
B. Bunker sand shall consist of gradations meeting USGA specifications typically used for golf course construction and as approved by the Golf Course Architect. All sand shall be free of foreign debris, vegetative matter, stone or any other material deemed unsuitable by the Golf Course Architect.
C. Prior to the delivery of sand to the site, the Contractor shall submit samples of sand to one of the
following pre-approved testing laboratories to determine particle size distribution, infiltration rate and conformity to USGA specifications. Test results shall be submitted directly to the Golf Course Architect.
A. All bunkers shall have Better Billy Bunker liner installed per manufacturer’s recommendations.
Better Billy Bunker liner shall be installed per manufacturer’s recommendations and directions.
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B. The 2 inch gravel layer for bunker liners shall be 3/16-1/4” clean gravel. Gravel shall be tested by
an approved lab to verify bridging with the proposed sand.
C. Spray polymer shall be ST-410. Manufacturer shall provide a 10 year warranty on the
product and installation.
2.04 ALTERNATE BONDED BUNKER LINER:
A. Flexxcape or Polylast bunker liner may be installed as an alternative. Staples shall be
stainless steel. The bunker liner shall be a woven PVC fibers, resin bonded, with non-
water soluble polymer to form an evenly distributed, U.V. stable, three dimensional
blanket matrix specifically intended for bunker stabilization and drainage.
B. The bunker liner rolls shall be 90” or 56” wide and will have a permeability of no less
than 6.0 cm/sec under a 50 psf load.
2.05 ALTERNATE FABRIC BUNKER LINER:
A. SandTrapper-MD fabric liners installed per manufacturer’s recommendations. Staples
shall be stainless steel. The bunker liner shall be a highloft nonwoven geotextile
consisting of durable polyester fibers, resin bonded, with non-water soluble polymer to
form an evenly distributed, U.V. stable, three dimensional blanket matrix specifically
intended for bunker stabilization and drainage.
B. The bunker liner rolls shall be 90” or 56” wide and will have a permeability of no less
than 6.0 cm/sec under a 50 psf load.
2.06 DRAIN PIPE:
A. All drain pipe for greens and otherwise shall be 4" flexible, perforated as manufactured by ADS, Prinsco or Hancor unless otherwise noted on the plans. All fittings, tees and wyes shall be from the same manufacturer and shall be considered incidental to the work.
PART 3 – EXECUTION 3.01 EQUIPMENT:
A. The Contractor shall maintain on the job sufficient equipment of the types needed to complete all work in accordance with the requirements of this Specification within the contract time.
3.02 FINISH GRADING:
A. Where the grades are established as shown on the Grading Plans and Details, the surface of the land shall be brought by cutting and filling, as shown, to a sub-grade of proper elevation to allow for proposed construction.
B. Site grading shall be finished in a workmanlike manner, true to grade and cross section within
0.20 foot of finish grade shown on the Plans. Any areas that have been compacted by trucks or other vehicles or storage of materials shall be plowed, disked and dragged to match the texture of remaining finish graded areas. All surfaces, both soft and hard, shall pitch to properly drain.
C. After necessary grading on the ground has been completed, the areas to be seeded shall be
thoroughly plowed, disced, or roto-tilled, harrowed and dragged until smooth. All holes, depressions, rivulets shall be filled in and brought to a smooth, harmonious grade. Any sticks,
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branches, or stones (3/4" or larger) coming within these areas shall be picked up and removed from the premises.
3.03 SAND BUNKERS:
A. The Contractor shall begin by roughing-in the general shape and contour of the proposed bunkers as indicated on the drawings. Once the Contractor has roughed-in the bunker cavity, the Golf Course Architect shall paint or otherwise mark the bunker shape and contour so that the contractor may make adjustments intended to improve the design and insure visibility. The Contractor shall not install drainage or edge the bunker until the sub-grade for each bunker is approved by the Golf Course Architect.
B. Following establishment of the bunker cavity subgrade, the Golf Course Architect shall review and approve the bunker for drainage. The Golf Course Architect shall again paint or otherwise mark the bunker shape and contour so that the contractor may make adjustments. The bottom of the bunker shall be concave in order to insure proper drainage and to insure that balls roll away from the sand edge. The sub-grade shall be compacted until it is smooth and firm. Final sub-grade shall be four (4) inches below the proposed finished elevations for sand.
C. Proper drainage for all sand bunkers will be provided by cutting trenches in the sub-grade and
installing of 4" perforated ADS, Prinsco or Hancor type pipe (no filter guard). Trenches shall be 6 inches wide, shall follow the contour of the sub-grade, be of uniform depth and free of all loose soil or excavated material. Drain pipe shall be run to dry wells or to daylight with screen guard cap at pond edges as indicated on the drawings.
D. Following drainage installation and prior to liner installation or edging, final architectural adjustments may be made as directed by the Golf Course Architect as required to correct drainage or appearance. The perimeter of the bunker shall receive 4 inches of compacted topsoil which shall be stabilized prior to grassing. No topsoil shall be placed within the area proposed for the sand.
E. Prior to sand installation, the Contractor shall install the bunker liner per manufacture’s recommendations.
1. Bunker cavity, floor and faces shall be reshaped and prepared for drainage work prior to
installation of bunker liner. Bunker base should be firm and compacted prior to the installation
of the liner. Care shall be taken to insure that the bunker floor is contoured to insure that balls
roll away from the bunker edges. Fabric liners shall be carried down into the drainage trench
and secured.
2. Seams between fabric liner segments shall be seamed or may be overlapped 2”-3” so the
securing stake or staple will be driven through both segments. Seems shall not be placed
directly over drainage lines be avoided. The bunker liner will be placed such that all gravel
lines are covered.
3. Fabric liners shall be installed on the bunker faces only. Bonded and fabric liners shall be
secured to subgrade using 6” long, 11 gauge stainless steel staples as supplied by Indian
Valley Industries, Inc., or equal. Regular “sod staples” shall not be accepted. Staples shall be
placed in accordance with the manufacturer’s recommendations. The number of staples
required will vary depending on the soil type and the slope of the bunker face or bunker floor.
Longer staples may be required if subgrade soil conditions are sandy. Seams shall be
secured with a minimum of one staple every 6 to 8 inches along edges and every 12 inches in
the interior. Liners on bunker floors shall be secured with 1 to 1.5 staple per square foot. As a
general rule, it is recommended to drive staples into the soil at a slight angle. Use a
construction adhesive shall be used to secure the top of the sod staple to the bunker liner.
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4. Bonded liners shall be secured to subgrade using 6” long, 11 gauge stainless steel staples as
supplied by Indian Valley Industries, Inc., or equal. Regular “sod staples” shall not be
accepted. Staples shall be placed in accordance with the manufacturer’s recommendations.
The number of staples required will vary depending on the soil type and the slope of the
bunker face or bunker floor. Longer staples may be required if subgrade soil conditions are
sandy. Seams shall be secured with a minimum of one staple every 6 to 8 inches along edges
and every 12 inches in the interior. Liners on bunker floors shall be secured with 1 to 1.5
staple per square foot. As a general rule, it is recommended to drive staples into the soil at a
slight angle. In northern climates, construction adhesive shall be used to secure the top of the
sod staple to the bunker liner.
5. Spray-on bunker liners shall be installed per the manufacturer’s recommendations. All drain
tiles within the bunker cavity shall have a tracer-wire for spray-on bunker liner applications.
6. The bunker liner shall be terminated around the perimeter of all bunkers per the direction of
the Golf Course Architect. Care shall be taken to avoid spillage of topsoil on to the bunker
liner.
7. The bunker liner shall be covered with bunker sand within 24 hours to avoid contamination. If
the bunker liner is not to be covered by sand within 24 hours following installation, the
Contractor shall cover the bunker liner with an opaque plastic liner until sand is installed.
F. Upon completion of the bunker liner, the Contractor shall install sufficient sand to provide for four
(4) inches of compacted coarse washed sand as approved by the Golf Course Architect. Sand at the edge of the bunker shall be left mounded or “wind-rowed” to act as a barrier and to prevent possible contamination sand from surrounding areas until turf establishment. Prior to substantial completion, the Contractor shall rake smooth and insure sufficient depth of sand.
G. Sod shall be placed around the outside edge of the bunker so as to completely cover all slopes
that could erode into the bunker. Immediately after the sod is placed, it shall be thoroughly hand watered (soaked) and rolled by the Contractor.
H. Install sod around the bunker perimeter as indicated on the plans to prevent erosion and contamination from adjacent seeded areas. Sod shall be installed as to cover the bunker lip and staked so as to protect that edge from erosion.
I. Contractor shall install four (4) inches of coarse washed and lightly compacted sand as approved
by the Golf Course Architect. Sand should be mounded or wind-rowed around the perimeter of the bunker to prevent any contamination of the sand prior to turf establishment. Prior to Final Completion of the Project, the contractor shall remove any silt or contamination and rake the bunker sand to and probe to insure the proper quantify and depth.
3.04 DRAINAGE:
A. Contractor shall be responsible for constructing the features of the golf course per the drawings, specifications and direction by the Golf Course Architect. Particular attention should be given to insuring that water does not run from the green surfaces or fairways into sand bunkers and that no areas are left un-graded so that water may drain.
3.05 EACH CONTRACTOR'S RESPONSIBILITY:
A. Each contractor shall be responsible for final placement or disposition of any of his materials resulting from work under his contract.
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B. The General Contractor shall be responsible for coordinating all mixing, drainage, excavation and
earthwork by the subcontractors.
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Section 02820 - Sodding PART 1 - GENERAL
The conditions of the Contract (General Supplementary and Other Conditions) and the General
Requirements are hereby made a part of this section.
1.01 SCOPE:
A. The Work under this Section consists of furnishing all labor, materials, equipment and
related services required for all sodding indicated on the Drawings and as specified
herein.
1.02 MONUMENTS:
A. Maintain carefully benchmarks, monuments and other reference points. If disturbed or
destroyed, have replaced by a registered land surveyor at the Contractor's expense.
1.03 LIMITS OF WORK:
A. Sod all areas indicated on the Drawings.
1.04 PROTECTION:
A. The Contractor shall protect that which is to remain and shall conduct all sodding
operations in a manner that will not damage or jeopardize the surrounding plant life
designated on the Drawings to remain.
PART 2 - MATERIALS
2.01 SOD:
A. Sod shall include a maximum of the top 1" of well-established cultured mineral (highland)
sod consisting of Kentucky Bluegrass or Kentucky Bluegrass/Fescue blend or creeping
bentgrass, depending on the application. Sod shall be free from noxious weeds and
relatively free from all other weeds, and free from roots, stones and other objectionable
materials. Sod shall resist normal handling without undue breaking or tearing. Sod shall
be cut in uniform strips 24" minimum width and shall be cut to a uniform thickness so a
dense root system will be retained but be exposed on the bottom side of the sod. When
the sod is cut, it shall be sufficiently moist to withstand exposure and handling during the
transplant operations. If necessary, the sod shall be watered before cutting.
B. Prior to delivery, sod shall be cut to the following heights:
1. Rough sod shall be cut at 1 1/2”
2. Fairway and tee sod to be cut at 1 1/2”
3. Green sod to be cut at 5/8”
C. Sod shall be comprised of the following certified seed or similar as approved by the Golf