HomeMy WebLinkAboutR-2024-088 Award Skatepark Renovation Bid to Evergreen Skateparks, LLC RESOLUTION NO. R-2024-088
A RESOLUTION AWARDING THE BID FOR THE RENNER BRENNER SKATEPARK
RENOVATION AND APPROVING THE AGREEMENT BETWEEN THE CITY AND
EVERGREEN SKATEPARKS, LLC FOR SUCH PROJECT
WHEREAS, the City issued a request for bids for the construction of improvements for the
Renner Brenner Skatepark Renovation (Project No. 224-030) ("Project"); and
WHEREAS, the City received one (1) response to its request for bid and the proposal
submitted by Evergreen Skateparks, LLC ("Evergreen") in the amount of $604,000.00 has been
evaluated by the City and recommended as the most advantageous proposal for performance of the
project; and
WHEREAS, the Board of Aldermen find it is in the best interest of the City to enter into a
contract with Evergreen to perform the Project;
NOW THEREFORE BE IT RESOLVED BY THE BOARD OF ALDERMEN OF
THE CITY OF RIVERSIDE MISSOURI AS FOLLOWS
THAT the proposal of Evergreen for the Renner Brenner Skatepark Renovation in the
amount of$604,000.00 is hereby accepted and approved; and
FURTHER THAT an agreement by and between the City of Riverside and Evergreen in
substantially the same form as attached hereto in Exhibit "A" and incorporated herein by reference
is hereby authorized and approved; and
FURTHER THAT the project is subject to the requirements of Section 292.675 RSMo,
which requires all contractors or subcontractors doing work on the project to provide, and require
its on-site employees to complete, a ten (10) hour course in construction safety and health
approved by the Occupational Safety and Health Administration (OSHA) or a similar program
approved by the Missouri Department of Labor and Industrial Relations which is at least as
stringent as an approved OSHA program. Such training must be completed within sixty (60) days
of the date work on the Project commences. On-site employees found on the worksite without
documentation of the required training shall have twenty (20) days to produce such
documentation; and
FURTHER THAT the Mayor, City Administrator, City Attorney, and Finance Director are
hereby authorized to execute all documents and agreements necessary or incidental to carry out
the terms and conditions of such bid award and the City Clerk is authorized to attest thereto.
PASSED AND ADOPTED by the Board of Aldermen and APPROVED by the
Mayor of the City of Riverside Missouri the 2nd day of July 2024.
Kath en L. Rose, Mayor
ATT ST: -
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Robin Kincaid, ity Clerk
TABLE OF CONTENTS
DIVISION 0 - BIDDING AND CONTRACT DOCUMENTS
ADVERTISEMENT FOR BIDS
INFORMATION FOR BIDDERS
BID FOR LUMP SUM
BID FORM
BID BOND
EXPERIENCE QUESTIONAIRE
AFFIDAVIT for WORK AUTHORIZATION
AGREEMENT
EXHIBIT A PERFORMANCE BOND
EXHIBIT B PAYMENT BOND
EXHIBIT C MAINTENANCE BOND
EXHIBIT D STATE PREVAILING WAGE RATES (MISSOURI)
EXHIBIT E TIME FOR COMPLETION
EXHIBIT F SCOPE OF WORK
EXHIBIT G TECHNICAL SPECIFICATIONS
EXHIBIT H NOTICE TO PROCEED
EXHIBIT I EXAMPLE - APPLICATION FOR PAYMENT FORM
EXHIBIT J EXAMPLE- CHANGE ORDER FORM
EXHIBIT K CERTIFICATE OF SUBSTANTIAL COMPLETION
EXHIBIT L AFFIDAVIT OF COMPLIANCE WITH THE PREVAILING WAGE LAW
EXHIBIT M ANTI-DISCRIMINATION AGAINST ISRAEL ACT CERTIFICATION
EXHIBIT N CONTRACTOR AFFIDAVIT FOR FINAL PAYMENT
EXHIBIT 0 SUBCONTRACTOR AFFIDAVIT FOR FINAL PAYMENT
EXHIBIT P ENGINEER/CONSULT. CERT. for Acceptance & Final Payment
TECHNICAL SPECIFICATIONS
DIVISION 1 —GENERAL REQUIREMENTS
Section Description
010200 GENERAL REQUIREMENTS
01015 CON TRACTOR USE OF PREMISES
01030 SPECIAL CONDITIONS
01040 COORDINATION
01051 CONSTRUCTION SURVEY AND STAKING
01060 STANDARD SPECIFICATIONS AND PLANS
01270 MEASUREMENT AND PAYMENT
01320 CONSTRUCTION SCHEDULE
01330 SUBMITTALS
01410 TESTING LABORATORY SERVICES
01550 EROSION AND SEDIMENT CONTROL
015639 TEMPORARY TREE AND PLANT PROTECTION
DIVISION 3—CONCRETE
Section Description
03 11 00 CONCRETE FORMING
03 20 00 CONCRETE REINFORCING
03 30 00 CAST-IN-PLACE CONCRETE
03 30 10 PORTLAND CEMENT CONCRETE
03 37 00 SPECIALTY PLACED CONCRETE
03 37 13 SHOTCRETE
03 60 00 GROUTING
DIVISION 5—METALS
Section Description
05 50 00 METAL FABRICATIONS
05 52 13 PIPE AND TUBE RAILINGS
DIVISION 31 —EARTHWORK
Section Description
31 10 00 SITE CLEARING
31 22 00 GRADING
31 23 00 EXCAVATING, BACKFILLING AND COMPACTING
DIVISION 32—EXTERIOR IMPROVEMENTS
Section Description
32 11 24 AGGREGATE BASE COURSE
32 91 13 SOIL PREPARATION
32 92 00 TURF AND GRASSES
DIVISION 33—UTILITIES
Section Description
33 46 00 SUBDRAINAGE SYSTEMS
DIVISION 0 - BIDDING AND CONTRACT DOCUMENTS
CITY OF RIVERSIDE,MISSOURI
ADVERTISEMENT FOR BIDS
Separate sealed bids for the Renner Brenner Skatepark Renovation(224-030)will be received by the
City Clerk at Riverside City Hall, 2950 NW Vivion Road, Riverside, Missouri until 10:00 A.M., on
Thursday,June 27, 2024, and then publicly opened and read aloud at Riverside City Hall.
A pre-bid meeting will be held on June 11 th at 10:30 A.M. at Riverside City Hall.
The Information for Bidders, Form of Bid, Agreement, Plans, Specifications, and Forms of Bid Bond,
Performance and Payment Bond, and other Contract Documents may be examined at the office of the
City Engineer at the above city hall address. Copies may be obtained at the office of Drexel
Technologies, Inc. Planroom, located at 10840 W. 86th Street, Lenexa, KS. 66214, (913) 371-4430.
Such documents will be at the contractor's expense. Such fee shall be non-refundable. Contract
documents can also be viewed or downloaded at (https://planroom.drexeltech.com). The Information
for bidders and advertisement can be viewed on the City of Riverside's website
https://www.riversidemo.gov/bids.
The City reserves the right to waive any informality or to reject any or all bids.
Dated: May 17,2024
CITY OF RIVERSIDE,MISSOURI
INFORMATION FOR BIDDERS
The City of Riverside,Missouri(the"City")invites sealed bids on the forms contained in the Bid Package
and Contract Documents for the
Renner Brenner Skatepark Renovation
(Project No. 224-030)
1. Receipt and Opening of Bids. Bids will be received by the City at the office of the City Clerk,Riverside City
Hall, 2950 NW Vivion Road,Riverside,MO 64150,until 10:00 a.m.on June 27,2024,at which time all sealed
bids will be publicly opened and read in the presence of one or more witnesses. The envelope(s)containing the
bids must be sealed,clearly marked on the outside of the envelope"Renner Brenner Skatepark Renovation
(Project No. 224-030)"and addressed to the City Clerk at Riverside City Hall.
The City reserves the right to award the contract by sections, to accept or reject any and all bids, to waive any
technicalities or irregularities therein, to determine in its sole discretion the lowest responsive and responsible
bidder,and to award the contract on such basis. Any bid may be withdrawn at the request of the bidder for return
of the bid packet submitted by filing a written request with the City Clerk prior to the above scheduled time for
the opening of bids or authorized postponement thereof. Any bid received after the time and date specified shall
not be considered. No bidder may withdraw a bid within 90 days after the actual date of the opening thereof
without forfeiture of the Bid Security.
2. A Pre-Bid Meeting will be held on June 11th at 10:30am at Riverside City Hall. Please RSVP to
nbennion@riversidemo.gov for a zoom link.
3.Rejection of all Bids. If the City rejects all Bids,the City may: (1)re-advertise or re-solicit Bids following the
City's normal bidding procedure; or(2)use an expedited Bid submission schedule when the City determines that
the delay would not be in the best interest of the project or the City.
BIDDER AGREES THAT REJECTION SHALL CREATE NO LIABILITY ON THE PART OF THE CITY
BECAUSE OF SUCH REJECTION, AND THE SUBMISSION OF ANY BID IN RESPONSE TO THIS
INVITATION SHALL CONSTITUTE AN AGREEMENT OF THE BIDDER TO THESE CONDITIONS.
4. Preparation and Submission of Bid. Each bid must be submitted on the prescribed form(s)and accompanied
by:
(1)Qualifications of Bidder(Experience Questionnaire)with Certificate of Good Standing
(2)Affidavit of Work Authorization with E-Verify attached(2 pages)
(3)Bid Bond
(4)Bid Form
All blank spaces for bid prices must be filled in, in ink or typewritten, and the foregoing Certifications must be
fully completed and executed when submitted. On alternate items for which a bid is not submitted, a written
indication of"no bid" on the bid form is required. No oral, electronic,facsimile or telephonic bids or alterations
will be considered.
A complete set of the bidding documents are on file for examination at the office of the City Engineer at Riverside
City Hall. A copy of the bidding documents may be obtained from Drexel Technologies, Inc. Planroom
(https://planroom.drexeltech.com), located at 10840 W. 86th Street, Lenexa, KS. 66214, (913) 371-4430, upon
payment of a non-refundable sum for each complete set. An additional charge may apply for mailing of bidding
documents.
CONTRACTORS SHOULD READ AND BE FULLY FAMILIAR WITH ALL BIDDING AND CONTRACT
DOCUMENTS BEFORE SUBMITTING A BID. IN SUBMITTING A BID, THE BIDDER WARRANTS
THAT IT HAS READ THE BIDDING AND CONTRACT DOCUMENTS AND IS FULLY FAMILIAR
THEREWITH, THAT CONTRACTOR HAS VISITED THE SITE OF THE WORK TO FULLY INFORM
ITSELF AS TO ALL EXISTING CONDITIONS AND LIMITATIONS, AND CONTRACTOR HAS
INCLUDED IN THE BID A SUM TO COVER THE COST OF ALL ITEMS OF THE WORK.
The submission of a bid will constitute an incontrovertible representation by the bidder that the Bid Documents are
sufficient in scope and detail to indicate and convey understanding of all terms and conditions for performance of
the work.
Bids by a corporation must be executed in the corporate name by the president or a vice-president (or other
corporate officer accompanied by evidence of authority to sign)and the corporate seal must be affixed and attested
by the secretary or an assistant secretary. The corporate address shall be shown below the signature.
Bids by a partnership must be executed in the partnership name and signed by a partner,whose title must appear
under the signature and the official address of the partnership must be shown below the signature.
5. Addenda and Interpretations. No interpretation of the meaning to the specifications, or other pre-bid
documents will be made to any bidder orally. Every request for such interpretation should be addressed to:
Design Engineer: Mears Design Group, Troy Mears; troym(a mearsdesigngroup.com
with a copy to:
Resident Project Representative,City of Riverside: Noel Bennion; nbennion@riversidemo.gov
and to be given consideration must be received by 5pm on June 20`h,2024.
Any and all such interpretations and any supplemental instructions will be in the form of written addenda to the
Bid Documents which, if issued, will be provided at the Drexel Technologies, Inc. Planroom
(https://planroom.drexeltech.com), not later than three(3)calendar days prior to the date fixed for the opening of
bids. Failure of any bidder to receive any such addendum or interpretation shall not relieve such bidder from any
obligation under his bid as submitted. All addenda so issued shall become part of the Contract Documents.
Addenda may also be issued to modify the Bid Documents as deemed advisable by the City. At the time of Bid
submission, each Bidder shall verify that it has considered all written addenda. No one is authorized to make
any clarifications, interpretations or modifications or give any instructions to the bidders during the
bidding period except as described in this Section.
6. Substitute Material and Equipment. The contract,if awarded,will be on the basis of material and equipment
described in the drawings or specified in the specifications without consideration of possible substitute of"or-
equal"items. Whenever it is indicated in the drawings or specified in the specifications that a substitute"or-equal"
item of material or equipment may be furnished or used by Contractor if acceptable to City, application for such
acceptance will not be considered by City until after the "effective date of the Agreement".
7. Subcontracts. As part of the experience questionnaire, the bidder shall submit to the City with the Bid a list
of all proposed subcontractors to be used on the project. The list shall indicate those portions of the work each
subcontractor will be performing. The Contractor shall also submit a list of suppliers of major materials to be
used on the project. The list shall indicate which materials each supplier is furnishing.
The Bidder must be capable of demonstrating to the satisfaction of City that bidder has the capability at the time
of submission of the bid to manage or perform all of the Work required to be performed on the project by
Contractor under the Agreement.
8. Qualifications of Bidder(Experience Questionnaire. The City may make such investigations as it deems
necessary to determine the ability of the bidder to perform the work, and the bidder shall furnish to the City all
such information and data for this purpose as the City may request. The City reserves the right to reject any bid if
the evidence submitted by, or investigation of, such bidder fails to satisfy the City that such bidder is properly
qualified to carry out the obligations of the contract and to complete the work contemplated therein. Conditional
bids will not be accepted. At a minimum, each Bidder must submit the following information with the Bid:
Authority to Do Business in Missouri. Each bid must contain evidence of bidder's qualification and
good standing to do business in the State of Missouri or covenant to obtain such qualification prior to
award of the contract.
Key Personnel. Identify the following Key Personnel proposed for the Project. (NOTE: Key Personnel
must be committed to the Project for its duration,and may not be removed or substituted without the
City's prior written consent.)
GC Project Manager
On-Site Field Superintendent
QC/QA Manager
Safety Officer
For each of the Key Personnel,provide the following background information:
• Years of employment with current employer;
• Other projects this person will be involved with concurrently with the project;
• Provide professional registrations, education, certifications and credentials held by the
person that are applicable to the Project.
Quality Assurance/Quality Control Plan. Provide a summary of Bidder's Quality Assurance/Quality
Control Plan for this project
• Describe key issues that might affect the Project schedule and how Bidder proposes to address
them
• Provide a statement regarding all work performed two(2)years immediately preceding the date
of the Bid that contains either(a)any written notices of violations of any federal or state prevailing
wage statute in which prevailing wage penalties were assessed against the Bidder or paid by the
Bidder; or (b) a statement that there have been no such written notices of violations or such
penalties assessed
Statement of Assurances. Provide affirmation of the following items:
• Statement that Bidder is current on payment of Federal and State income tax withholdings and
unemployment insurance payments
• Statement that the Bidder has not been rescinded or debarred from any bidding, contractual,
procurement or other such programs by federal state or local entities.
• Statement of Bidder's litigation and/or arbitration history over the past seven(7)years including
final ruling. Pending cases must be disclosed with a notation that the matter is still unresolved.
• Statement of Bidder's bond history over the past seven (7) years including any incidences of
failure to perform.
• Provide sworn affidavits as outlined in the Information to Bidders' concerning Bidder's
participation in the federal work authorization program.
• Statement that there is no collusion or fraud with reference to illegal relationships of bidders and
representatives of the City,bid pooling or straw bids.
9. Bid Security. Each bid must be accompanied by a bid bond payable to the City for five percent(5%) of the
total amount of the bid. A certified check made payable to"The Treasurer of the City of Riverside"may be used
in lieu of a bid bond. Attorneys-in-fact who sign bid bonds must file with each bond a certified and effectively
dated copy of their power of attorney.
As soon as the bid prices have been compared, the City will return the bonds of all except the three (3) lowest
responsible bidders. The bid bond of the remaining bidders will be retained by the City until the earlier of(a)the
91st day after the bid opening, or(b) execution and delivery of the Agreement together with all bonds, evidence
of insurance, work authorization affidavit and other documents required under the Agreement by the bidder to
whom Notice of Award is given. The Bid Security shall be forfeited to the City if the bidder to whom an award
is made fails to enter into the required contract or fails to deliver the required performance or payment bonds.
10. Liquidated Damages for Failure to Enter into Agreement. If the Bidder fails or refuses to execute the
Agreement and deliver such additional documentation within ten(10)days of Notice of Award,any Bid Security
shall immediately become due and payable and forfeited to the City as liquidated damages. Bidders agree that
this is a fair and reasonable approximation of the actual damages incurred by the City for the Bidder's failure to
honor its bid and that the liquidated damages in this Section are not penal in nature but rather the parties' attempt
to fairly quantify the actual damages incurred by the City for the Bidder's refusal to honor its bid.
11. Time of Completion and Liquidated Damages. Bidder must agree to commence work on or before date
listed on the submitted bid and incorporated into a written "Notice to Proceed" of the City and to fully complete
the project with 120 calendar days.Bidder must agree also to pay as liquidated damages,the sum of$500 for each
consecutive calendar day thereafter as hereinafter provided in the Agreement and Contract Documents.No time
extensions will be granted, except in case of unusual (unseasonable) weather conditions or additional work
requested by the City. Bidder agrees that the sum of S500 per day is a fair and reasonable approximation of
the actual damages incurred by the City for the Bidder's failure to complete the project within the time
outlined above and that such liquidated damages in this Section are not penal in nature but rather the
parties' attempt to fairly quantify the actual damages incurred by the City for such delays.
12. Conditions of Work. Each bidder must inform himself fully of the conditions relating to the construction of
the project and the employment of labor thereon. Failure to do so will not relieve a successful bidder of its
obligation to furnish all material and labor necessary to carry out the provisions of the contract.Insofar as possible
the Contractor, in carrying out the work, must employ such methods or means as will not cause any interruption
of or interference with the work of any other contractor.
13. Laws and Regulations. The bidder's attention is directed to the fact that all applicable State laws,municipal
ordinances,and the rules and regulations of all authorities having jurisdiction over construction of the project shall
apply to the contract throughout,and they will be deemed to be included in the contract the same as though herein
written out in full.
14. Method of Award-Lowest Responsible Bidder. If at the time this contract is to be awarded,the lowest bid
submitted by a responsible bidder does not exceed the amount of funds then estimated by the City as available to
finance the contract;the contract will be awarded to the"lowest responsible bidder". The City desires a low(est)
responsible bid that is also prompt,and will evaluate bids accordingly taking these two criteria,in addition
to the others listed in City Code Section 135.100, in account in determining what is in the best interest of
the City.If such bid exceeds such amount, the City may reject all bids or may award the contract on such items
as identified by and deemed in the best interest of the City, in its sole discretion,as produces a net amount which
is within the available funds. Discrepancies between the indicated sum of any column of figures and the correct
sum thereof will be resolved in favor of the correct sum.
If this solicitation includes Bid Alternates, the City, in its sole discretion, may include any, all or none of the
Alternates in determining the lowest responsible Bid. The City may include the Alternates in any combination
and in any order or priority as deemed in the best interest of the City. The City may make this determination at
any time after bid closing and prior to contract award. The City will act in the best interest of the City in
determining whether to include any, all or none of the Alternates and the combination and priority of any
Alternates selected. If additional funding becomes available after Contract award,the City may add any or all of
the Alternates to the Agreement by Change Order.
The City may consider the qualifications and experience of subcontractors and other persons and organizations
(including those who are to furnish the principal items of material or equipment) proposed for portions of the
work. Operating costs,maintenance considerations,performance data and guarantees of materials and equipment
may also be considered by the City.
The City reserves the right to reject any and all bids,to waive any and all informalities,and the right to disregard
all nonconforming, non-responsive or conditional bids. In evaluating bids, the City shall consider the
qualifications of the bidders,whether or not the bids comply with the prescribed requirements, and alternates and
unit prices if requested in the Bid.
The City may conduct such investigations as it deems necessary to assist in the evaluation of any bid and to
establish the responsibility, qualifications and financial ability of the bidders, proposed subcontractors and other
persons and organizations to do the work in accordance with the Contract Documents to the City's satisfaction
within the prescribed time.
The City reserves the right to reject the bid of any bidder who does not pass any such evaluation to the City's
satisfaction.
If the contract is to be awarded, it will be awarded to the lowest responsible bidder whose evaluation, in the sole
determination by the City, indicates to the City that the award will be in the best interests of the project.
15. Obligation of Bidder.At the time of the opening of bids,each bidder will be presumed to have inspected the
site and to have read and to be thoroughly familiar with the Contract Documents (including all addenda). The
failure or omission of any bidder to examine any form,instrument,or document shall in no way relieve any bidder
from any obligation in respect to the bid submitted. On request, City will provide each Bidder access to the site
to conduct such investigations and tests as each Bidder deems necessary for submission of his bid.
16. Federal Work Authorization Program Participation. Bidders are informed that pursuant to Section
285.530, RSMo, as a condition of the award of any contract in excess of five thousand dollars ($5,000), the
successful bidder shall,by sworn affidavit and provision of documentation,affirm its enrollment and participation
in a federal work authorization program with respect to the employees working in connection to the contracted
services.The affidavit shall further provide that the successful bidder does not knowingly employ any person who
is an unauthorized alien in connection to the contracted services.
17. Proof of Lawful Presence. RSMo 208.009 requires that contractors provide affirmative proof that the
Contractor is a citizen or permanent resident of the United States or is lawfully present in the United States.
Affirmative proof can be established through a Valid Driver's License; US Birth Certificate (certified with an
embossed, stamped or raised seal issued by a state or local government—hospital certificates are not acceptable);
US Passport (valid or expired); US Certificate of Citizenship, Naturalization or Birth Abroad; US Military
Identification Card or Discharge Papers accompanied by a copy of US Birth Certificate issued by a state or local
government.
18. Safety Standards and Accident Prevention. With respect to all work performed under this contract, the
Contractor shall:
a. Comply with the safety standards provisions of applicable laws, building and construction codes, and
the "Manual of Accident Prevention in Construction" published by the Associated General Contractors of
America, the requirements of the Occupational Safety and Health Act of 1970(Public Law 91-596), and
the requirements of Section 292.675,RSMo
b. Exercise every precaution at all times for the prevention of accidents and the protection of persons
(including employees)and property.
c.Maintain at Contractor's office or other well known place at the job site,all articles necessary for giving
first aid to the injured,and shall make arrangements for the immediate removal to a hospital or a doctor's
care of persons(including employees),who may be injured on the job site.
d. Bidders are informed that the Project is subject to the requirements of Section 292.675, RSMo,which
requires all contractors or subcontractors doing work on the Project to provide, and require its on-site
employees to complete, a ten (10) hour course in construction safety and health approved by the
Occupational Safety and Health Administration("OSHA")or a similar program approved by the Missouri
Department of Labor and Industrial Relations which is at least as stringent as an approved OSHA program.
The training must be completed within sixty(60)days of the date of work on the Project commences.On-
site employees found on the worksite without documentation of the required training shall have twenty
(20)days to produce such documentation.
19. Prevailing Wage. Wage rates for the project shall be not less than the prevailing wage rates for Platte County
currently in effect as determined by the Division of Labor Standards of the State of Missouri, pursuant to RSMo
290.210 et seq. The Contractor will forfeit a penalty to the City of$100 per day, or portion thereof, for each
worker that is paid less than the prevailing rate for any work done under the contract by the Contractor or any
Subcontractor.
20. Reserved.
21. American Products. Pursuant to RSMo 34.353,any manufactured good or commodities used or supplied in
the performance of the contract(or subcontract) shall be manufactured or produced in the United States, unless
determined to be exempt as provided in state law.
22. Transient Employers. Pursuant to RSMo 285.230, every transient employer (employer not domiciled in
Missouri) must post in a prominent and easily accessible place at the work site a clearly legible copy of the
following: 1) Notice of registration for employer withholding issued by the Missouri Director of Revenue, 2)
Proof of coverage for workers' compensation insurance or self-insurance verified by the Missouri Department of
Revenue through the records of the Division of Workers Compensation; and 3) Notice of registration for
unemployment insurance issued to such employer by the Division of Employment Security. Contractor shall be
liable for a penalty of$500.00 per day until such notices required by RSMo 285.230 et seq. are posted.
23. Current City Business License. The successful bidder, and all subcontractors, shall obtain a current city
business license prior to beginning construction.
24. Sales Tax Exemption Certificate. The City will supply the Contractor with a Project Exemption Certificate
for use in purchasing materials and supplies used on the project. The Contractor shall, in preparing its bid,omit
from its computed costs all sales and use taxes related to the purchase of materials or other tangible personal
property incorporated into or consumed in the construction of the Project.
25. Non Discrimination and Equal Opportunity. Contractor shall ensure that all employees are treated equally
without regard to their race, color, religion, sex, age, handicap or national origin. The City hereby notifies all
bidders that socially and economically disadvantaged business enterprises will be afforded full opportunity to
submit bids in response to this invitation and will not be discriminated against on the grounds of race, color,
religion, sex, age, ancestry or national origin in consideration for an award. The City of Riverside is an equal
opportunity employer and encourages minority,women and disadvantaged contractors to submit bids.
26. Security for Payment and Faithful Performance. Simultaneously with delivery of the executed contract,
the Contractor shall furnish a surety bond or bonds as security for faithful performance of this contract and for the
payment of all persons performing labor on the project under this contract and furnishing materials in connection
with this contract. The Bond furnished by bidder shall contain the requirements and conditions set forth in and
shall comply in all respects with Section 107.170 RSMo and other applicable legal requirements. The surety on
such bond or bonds shall be a duly authorized surety company satisfactory to the City and shall have a ratinE of
at least"A-"from Best's in an amount equal to one hundred percent(100%)of the contract price that does not
include the cost of operation, maintenance and money. Attorneys-in-fact who sign contract bonds must file with
each bond a certified and effectively dated copy of their power of attorney.
27. Signing of Agreement. When City gives a Notice of Award to the successful bidder, it will be accompanied
by the required number of unsigned counterparts of the Agreement and all other Contract Documents. Within ten
(10)days thereafter Contractor shall sign and deliver at least three(3)counterparts of the Agreement to City with all
other Contract Documents attached and signed as required,together with the required bonds,evidence of insurance,
city licenses and work authorization affidavit and documentation. Within ten(10)days thereafter City will deliver
all fully signed counterparts to Contractor. The City may issue a Notice to Proceed with or at any time after delivery
of signed counterparts to Contractor.
BID FOR LUMP SUM
To: City of Riverside, Missouri
Project: Renner Brenner Skatepark Renovation
Project No. 224-030
Date 6/24/24
Evergreen Skateparks
Proposal of (hereinafter called "Bidder") a
corporation/partnership/individual/or other entity organized and existing under the laws of the State of
Oregon
, a corporation/partnership/ or individual doing business as
Evergreen Skateparks
To the City of Riverside, Missouri(hereinafter called "City")
To Whom It May Concern:
The Bidder, in compliance with your invitation for bids for the construction of the above referenced project
having examined the specifications with related documents and the site of the proposed work, and being
familiar with all of the conditions surrounding the construction of the proposed project including the
availability of materials and labor, hereby proposes to furnish all labor, materials, and supplies, and to
construct the project in accordance with the contract documents,within the time set forth therein, and at the
prices stated below. These prices are to cover all expenses incurred in performing the work required under
the contract documents,of which this proposal is a part.
Bidder hereby agrees to commence work under this contract on or before a date to be specified in written
"Notice to Proceed"of the City and to fully complete the project within one hundred twenty(120)consecutive
calendar days thereafter as stipulated in the specifications.Bidder further agrees to pay as liquidated damages,
the sum of$500 for each consecutive calendar day thereafter that the project is not complete, as provided in
the Contract Documents. Bidder agrees that the sum of$500 per day is a fair and reasonable approximation
of the actual damages incurred by the City for the Bidder's failure to complete the project within the time
outlined above and that such liquidated damages in this section are not penal in nature but rather the parties'
attempt to fairly quantify the actual damages incurred by the City for such delays.
Bidder acknowledges receipt of the following addendum(s):
1 &2
Bidder agrees to perform all of the project work described in the scope of work, for the lump sum contained
in the attached Bid for Lump Sum attached hereto. The total bid amount is:
($ (oc \ 0dO
The lump sum price shall include all labor,materials,bailing,shoring,removal,overhead,profit,insurance,
etc.,to cover the finished work of the several kinds called for.Changes shall be processed in accordance with
Article VII of the Agreement.
Bidder understands that the City reserves the right to reject any or all bids and to waive any informality in
the bidding.
The bidder agrees that this bid shall be good and may not be withdrawn for a period of 90 calendar days after
the scheduled closing time for receiving bids.
Upon receipt of written notice of the acceptance of this bid,bidder will execute the formal contract attached
within 10 days and deliver a Surety Bond or Bonds as required by the Agreement.
0
The bid security attached in the sum of 5 ° 'f"tiir tt,d,su-.i h vicktbollars
($ —)3O 2,-C.)V ) is to become the property of the City in the event the Agreement and all
Contract Documents,including the Performance and Payment Bonds are not executed within the time above
set forth,as liquidated damages for the delay and additional expense to the City caused thereby.
The undersigned Bidder proposes and agrees hereby to commence the Work of the Contract Documents by
3 1 120 LS . A written Notice to Proceed will be issued by the City for such date.
/ Bidder agrees to fully complete the Work within 120 calendar days.
THE UNDERSIGNED BIDDER AGREES THAT REJECTION SHALL CREATE NO LIABILITY ON
THE PART OF THE CITY OF RIVERSIDE,MISSOURI BECAUSE OF SUCH REJECTION,AND THE
FILING OF ANY BID IN RESPONSE TO THIS INVITATION SHALL CONSTITUTE AN AGREEMENT
OF THE BIDDER TO THESE CONDITIONS.
Respectfully submitted:
(SEAL-if bid is by a corporation) el
By
Name: t;L41A v'f..' .. k. Inn
Title: n M*j y
Street: 5 32.1 S Co 9 ACC G
City,State,Zip: :ftWk a.ca , 6112-0 CO
Phone: 03\ } —C.t 3 3
•
CtNI \rUch () w 11 �6mr✓ Wte. ear lto k� oUr SChtdUc c&tloVJ5
BID FORM
BID FOR LUMP SUM CONTRACT
(Pricing)
CONTRACTOR: . ),(e. 6n p(tr�, UL-
RENNER BRENNER SKATEPARK RENOVATION (224-030)
1 Skatepark Construction Lump Sum $
b4 totD
The City of Riverside has been coordinating with the nonprofit,Wildflower Wellness,to add features to this skatepark that
will assist visually impaired skaters.These features could include,but not be limited to:
1) Stamped concrete and ceramic tile borders along the edges of the skatepark and key transition points.If ceramic
tiles are incorporated,they will be commercially manufactured and provided to the skatepark contractor.
2) High visibility paint along edges,stairs or other locations where it would aid a visually impaired person with
navigation.
The City desires the skatepark contractor to work with Wildflower Wellness to approve installation details and change
order selected features into the contract These features will be funded by Wildflower Wellness.
BID BOND
(Bid Security)
KNOW ALL MEN BY THESE PRESENTS, that we, the undersigned,
Evergreen Skateparks, LLC as PRINCIPAL and
Merchants Bonding Company (Mutual) as SURETY, are held and firmly bound
unto the City of Riverside, Missouri, ("City") in the sum of
Five Percent of Total Bid Dollars ($ 5% of Total Bid )
("Bid Security"), for the payment of which sum well and truly to be made, we hereby jointly and
severally bind ourselves,our heirs,executors, successors,and assigns, firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH, that whereas Principal has submitted a
bid dated June 27 , 20 24 , to enter into a contract in writing for the Renner
Brenner Skatepark Renovation(Project No. 224-030);
NOW,THEREFORE,
IF said Bid shall be rejected,or in the alternate,
IF Principal shall not withdraw the bid within the period specified therein after the opening of
bids, or, if no period be specified,within ninety(90)days after the bid opening,or in the alternate,
IF said Bid shall be accepted and the Principal shall execute and deliver a contract in the form of
contract attached hereto, properly completed with all attachments and requirements pertaining thereto,
and shall furnish a bond for the faithful performance of said contract,and for the payment of all persons
performing labor or furnishing materials in connection therewith, shall in all other respects perform the
agreement created by the acceptance of said Bid within ten(10)days after such Contract Documents are
presented to Principal for signature,or in the alternate,
In the event of the withdrawal of the Bid within the period specified, or the failure to enter into
such contract within the time specified,then the Bid Security shall immediately become due and payable
and forfeited to the City as liquidated damages. Principal and Surety agree that this is a fair and
reasonable approximation of the actual damages incurred by the City for the Principal's failure to honor
its bid and that the liquidated damages in this section are not penal in nature but rather the parties'attempt
to fairly quantify the actual damages incurred by the City for the Principal's refusal to honor its bid.
The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety
and its bond shall be in no way impaired or affected by the extension of the time within which the City
may accept such Bid; and said Surety does hereby waive notice of any such extension.
IN WITNESS WHEREOF,the Principal and Surety have hereunto set their hands and seals,and
such of them as are corporations have caused their corporate seals to be hereto affixed and these presents
to be signed by their proper officers,the day and year set forth herein.
PRINCIPAL:
Evergreen Skateparks, LLC
(Signature)
Printed ame:
�►ne,
Title:
0% Qi('
Date: /2 iz
I hereby certify that surety is duly licensed to issue
bonds in the State of Missouri and in the
jurisdiction in which the Project is located.
Merchants Bonding Company(Mutual)
SURETY
By:Q_
(Signature)
Printed Name:
Terah Lane
Title:
Attorney-In-Fact
Date:
June 12,2024
SURETY POWER OF ATTORNEY MUST BE ATTACHED
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE 1189
A notary public or other officer completing this certificate verifies only the identity of the individual who signed the
document to which this certificate is attached and not the truthfulness,accuracy,or validity of that document.
State of California )
County of Orange )
On (9 6.:;11.Duaq before me, Kim Luu ,Notary Public,
personally appeared Terah Lane
Name(s)of Signer(s)
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s_) is/are subscribed to the
within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized
capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of
which the person(s)acted, executed the instrument.
I certify under PENALTY OF PERJURY under the
laws of the State of California that the foregoing
••� KIM LUU
Commission#2472703 paragraph is true and correct.
• d "6". _ Notary Public-California
jcpeE County
esDEC7,2yo � E WWITNESS my hand and cial seal.
Signature:
Si Lure of Notary Public
Place Notary Seat Above
OPTIONAL
Though the information below is not required by law, it may prove valuable to persons relying on the document
and could present fraudulent and reattachment of this form to another document.
Description of Attached Document
Type or Title of Document:
Document Date: Number of Pages:
Signer(s)Other Than Named Above:
Capacity(ies) Claimed by Signer(s) Capacity(ies)Claimed by Signer(s)
Signer's Name: Terah Lane Signer's Name:
❑ Individual ❑ Individual
❑ Corporate Officer—Title(s): ❑ Corporate Officer—Title(s):
LI Partner: ❑Limited El General ❑ Partner: ❑Limited El General
❑ Attorney in Fact ❑ Attorney in Fact
❑ Trustee El Trustee
❑ Guardian or Conservator ❑ Guardian or Conservator
❑ Other: El Other:
Signer Is Representing: Signer Is Representing:
�^%+�%�/�~VqV/%v/\hVA�^V^V/v/:~V~V~V~V~hV^Vh TVnA^Y^V^VnV~V^V~V~V^nllr�i^V~4~Y~VI.%W~Vi\�~V/V/:n'1v1�%ii+f rVVVVVVVV V`..VVVV:..yV + ^VVVVVVV`Rev. 1-15
MERCHAN-i
BONDING COMPANY.
POWER OF ATTORNEY
Know All Persons By These Presents,that MERCHANTS BONDING COMPANY(MUTUAL)and MERCHANTS NATIONAL BONDING, INC_,
both being corporations of the State of Iowa,d/b/a Merchants National Indemnity Company(in California only)(herein collectively called the
"Companies")do hereby make,constitute and appoint,individually,
Heather Saltarelli;Jeri Apodaca;Jessica Alvarado;Kevin Cathcart; Kim Luu;Leigh McDonough;Mark Richardson;Mike Parizino;Rachelle Rheault;
Terah Lane;Teresa I Jackson
their true and lawful Attorney(s)-in-Fact, to sign its name as surety(ies) and to execute, seal and acknowledge any and all bonds, undertakings,
contracts and other written instruments in the nature thereof, on behalf of the Companies in their business of guaranteeing the fidelity of
persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions
or proceedings allowed by law.
This Power-of-Attorney is granted and is signed and sealed by facsimile under and by authority of the following By-Laws adopted by the Board
of Directors of Merchants Bonding Company (Mutual) on April 23, 2011 and amended August 14, 2015 and adopted by the Board of Directors of
Merchants National Bonding,Inc.,on October 16,2015.
"The President, Secretary, Treasurer, or any Assistant Treasurer or any Assistant Secretary or any Vice President shall have power and
authority to appoint Attorneys-in-Fact, and to authorize them to execute on behalf of the Company, and attach the seal of the Company thereto,
bonds and undertakings,recognizances,contracts of indemnity and other writings obligatory in the nature thereof."
"The signature of any authorized officer and the seal of the Company may be affixed by facsimile or electronic transmission to any Power of Attorney
or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the
Company,and such signature and seal when so used shall have the same force and effect as though manually fixed."
In connection with obligations in favor of the Florida Department of Transportation only, it is agreed that the power and aut hority hereby given to the
Attorney-in-Fact includes any and all consents for the release of retained percentages and/or final estimates on engineering and construction
contracts required by the State of Florida Department of Transportation. It is fully understood that consenting to the State of Florida Department
of Transportation making payment of the final estimate to the Contractor and/or its assignee, shall not relieve this surety company of any of
its obligations under its bond.
In connection with obligations in favor of the Kentucky Department of Highways only,it is agreed that the power and authority hereby given
to the Attorney-in-Fact cannot be modified or revoked unless prior written personal notice of such intent has been given to the Commissioner-
Department of Highways of the Commonwealth of Kentucky at least thirty(30)days prior to the modification or revocation.
In Witness Whereof,the Companies have caused this instrument to be signed and sealed this 3rd day of February , 2024
••'•••.....'••• •.•' MERCHANTS BONDING COMPANY(MUTUAL)
.•'•+PZ� NqI•e•• •.*O�NG CO!1jA•• MERCHANTS NATIONAL BONDING, INC.
;gig •40EtP0/4-•0: :g0.•OIIPO/9 .9 • d/b/a MERCHANTS NATIONAL INDEMNITY COMPANY
-O- 0:0 •
• :r--:= .o- rn. •
v'• 2003 ;c :y•: 1933 �. : By
/43d�.• : Jd. �ti•
. 7Ce,‘
'•• '••.......•:;��:• '• .�• •• ••• \'� •' President
STATE OF IOWA •••.•��•��*����•.••• ••• .•'
COUNTY OF DALLAS ss.
On this 3rd day of February 2024 before me appeared Larry Taylor, to me personally known, who being by me duly sworn
did say that he is President of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC; and that the
seals affixed to the foregoing instrument are the Corporate Seals of the Companies; and that the said instrument was signed and sealed in behalf
of the Companies by authority of their respective Boards of Directors.
r.y S' Penni Miller
z ,d�4 Commission Number 787952 `�
• n24t• • My Commission Expires -
iCWA January 20,2027
�_ Nota b
(Expiration of notary's commission does not invalidate this instrument)
I,William Warner,Jr.,Secretary of MERCHANTS BONDING COMPANY(MUTUAL)and MERCHANTS NATIONAL BONDING, INC.,do hereby
certify that the above and foregoing is a true and correct copy of the POWER-OF-ATTORNEY executed by said Companies,which is still in full
force and effect and has not been amended or revoked.
In Witness Whereof, I have hereunto set my hand and affixed the seal of the Companies on this 12th day of June . 2024
••,.........•• •••--••
•�10Nq •'• ENO Co.••
iZi
=i 2 -0 0 i i :Q.-. 1933 0.3• Secretary .
;v 2003 0- .sJ. •�ti:
;d' \•• '• (9'.., •
,,v, ••_, •.•: N." .•3� . ••".(.•4.*
POA 0018 (1/24)
PRE-QUALIFICATIONS FOR SPECIALTY SKATEPARK CONSTRUCTION
Skateparks are not considered standard concrete flatwork; they require unique shapes, such as concave
and convex features and finishes, and the sculptural blending of compound radius curves. All must be
completed with precision for the skate facility to function properly.
To be considered a qualified and responsible Bidder,the Bidder shall provide documentation establishing
that the Bidder and/or subcontractor has satisfied the experience requirements listed below:
1) The skatepark specialty contractor, or subcontractor, has completed a minimum of seven (7)
CAST-IN-PLACE CONCRETE SKATEPARKS within the past 5 years under listed company
name.
2) Shall have experience in renovating and resurfacing concrete skateparks. Please provide three
(3)examples of cast-in-place skateparks with dates of completion.
3) Shall have experience of completing at least five (5) 10,000 sf or larger skateparks in the last
five(5)years as a specialty sub-contractor or contractor with the inclusion of a bowl with pool
coping,street features and intermediate area.
4) Installation of storm drainage systems in conjunction with skatepark components.
5) Shaping of earthwork to specified radius.
6) Experience creating concave and convex shaped concrete elements containing precisely shaped
compound radius curves.
7) Experience in application of vertical and horizontal shotcrete work, including horizontal and
vertical radius transitions that include compound radius curves and blends, formed concrete,
grinding rails,and associated concrete reinforcement as needed.
8) Skilled with the installation of steel coping edges,smooth flowing seamless transition areas,and
smooth trowel concrete finish work.
9) Layout, fabrication,and construction of the steel coping.
10)Installation of concrete flatwork between bowled areas.
DOCUMENTATION OF PROJECT EXPERIENCE
The following forms shall be completed by each bidding skatepark specialty contractor and/or
subcontractor. FAILURE TO COMPLETE THIS FORM WILL RESULT IN THE REJECTION OF
THE Bp.
` ,Specialty contractor prequalification statement
" pecialty contractor information
xperience questionnaire
SPECIALTY CONTRACTOR PREOUALIFICATION STATEMENT
(To be completed by each Bidder and submitted with Bid)
The intent of the City is to pre-qualify skatepark builders for this project who must have prior specialty
skatepark construction experience. This prequalification is required for specialty skatepark items only.
Other work normally performed by a general contractor(site grading, drainage,paving,concrete
flatwork, etc.)that is considered site work does not require prequalification. This statement will
determine the specialty contractor's qualification for this project. In addition to skatepark construction
experience, firms must also demonstrate an ability to meet minimum guidelines as set in the
TECHNICAL SPECIFICATIONS of the Contract Documents. Submission of this questionnaire does
not constitute qualification. Qualification may be denied for any reason the Owner deems necessary for
the successful completion of the project.
SPECIALTY CONTRACTOR INFORMATION
Evergreen Skateparks LLC
COMPANY NAME (Full Legal Name)
5327 SE 69th Ave Portland, OR 97206
STREET ADDRESS
MAILING ADDRESS (If Different Than Above)
Catherine Coulon evergreenskateparks@gmail.com 503-807-0103
CONTACT PERSON E-MAIL PHONE#
45-2995554
FEDERAL TAX ID NO.
APPLICATION SUBMITTED BY:
Catherine Coulon owner
(Name) (Title)
SPECIALTY CONTRACTOR(SC) INFORMATION
1) If the SC is a corporation,please provide the following:
State&Date of Incorporation:
Contractor License#and Classification:
Secretary/Treasurer's Name:
2) If the SC is a partnership, please provide the following:
State &Date of Partnership: Oregon - 2011
Contractor License#: 1.94960
General Partner(s)Names Catherine &William Coulon
3) If the SC is sole proprietor, or individually owned,please provide the following:
State, & Date of Ownership:
Primary Owner's Name &License#:
Please Check
YES \ •
1 r.' 1) Have you ever operated under any other names in the past?
If so,name of organization
1 I 12) Has any owner,officer or partner of your organization ever been an owner,
officer or partner of this or any other organization that failed to complete a
construction contract or been charged liquidated damages? If yes, please provide
additional information on a separate sheet.
IX 3) Has your organization ever been denied,debarred,or suspended by a
government agency regarding licensing or award of contracts? If yes, please
provide additional information on a separate sheet.
XII4) Does the organization owe back taxes to the IRS?
If so,how much?
If yes,please provide additional information on a separate sheet.
IXI 5) Has your organization ever failed to qualify as a Specialty Contractor of any
project? If yes,please provide additional information on a separate sheet.
[XI 1--j 6) Has your organization constructed at least 10 cast-in-place skateparks?
State of Oregon
OFFICE OF THE SECRETARY OF STATE
Corporation Division
Certificate of Existence 3368370
I, LAVONNE GRIFFIN-VALADE, SECRETARY OF STATE and Custodian of the Seal of said State,
do hereby certify:
EVERGREEN SKATEPARKS LLC
is
Organized
under the laws of The State of Oregon
and is active on the records of the Corporation Division as of the date of this certificate.
In Testimony Whereof, I have hereunto
F � set my hand and affixed hereto the
, ,` . Seal of the State of Oregon.
Tom.
\\,, el:lily-Lc_ 614A-(14C4de-
LAVONNE GRIFFIN-VALADE, SECRETARY OF STATE
Issued Date: 6/17/2024
}ti Come visit us on the Internet at:https://sos.oregon.gov/business
i, :� 1 or use the QR code to check their current status.
EXPERIENCE OUESTIONNAIRE
(To be completed by each Bidder and submitted with Bid)
Attach Certificate of Good Standing for State in which incorporated.
If not incorporated in Missouri,also attach Certificate of Authority to do Business in Missouri.
Certificate Number: Date:
1. How many years has your Company been in business as a contractor under your present business
name? 13
2. List all other prior business names and locations under which you or any partner,principal or other
officer of your company has ever done business:
.1I�.
3. How many years'experience in the proposed type and size of construction work has your Company
had: (a)as a general contractor 13 ;(b)as a subcontractor 13_?
4. Provide a list of all concrete skate park construction projects that are in progress by your organization,
or which are complete but have not been open and in operation for a period of at least one year. The
projects listed must have a construction agreement.
PROJECT INFORMATION REQUIRED — Please provide all information requested & utilize
additional sheets as necessary.
Project Name: Warren Skatepark Project Location: Warren, Michigan
Contact
Name: Anthony Casasanta Address:
1586 258-2008
Phone: Email: acasasanta@cityofwarren.org
Project Size
Skating Area Only: 45,000 _ SF Coast.Value: $2.4 million %Complete: 60
10/15/24 Evergreen Skateparks/Mears Design
Completion Date: __ Designer/Engineer:
Description/Scope of Work: 35,000 ft2 skatepark with bowls, skate paths& integrated
trees and landscaping +a10,000 ft2 pump track
Firefly Skatepark Eagle Mountain, Utah
Project Name: Project Location:
Contact
Name: David Vitek Address:
Phone: 801-440-8877 Email: david@candlelighthomes.com___
Project Size 13,000 630000 100
Skating Area Only: SF Const.Value: , %Complete:
Completion Date: 4/1/24 Designer/Engineehvergreen Skatepark + Mears
Design Group
Description/Scope of Work:
10,000 ft2 skatepark with a bowl, flow &street paths + a 3,000 ft2 beginner
Area/mini skatepark
Project Name: Lawrence Skatepark Project Location: _Lawrence.Kansas._____—.___
Contact Anthony Shuler Centennial Park
Name: Address:
Phone: 785-764-8162 Email: ashuler@Q lawrenceks.orq
Project Size
Skating Area Only: 5,000 SF Const.Value:$236,925 %Complete: inn
Completion Date: 1/5/24 Designer/Engineer: Evergreen Skateparks
Description/Scope of Work: 5,000 ft2 addition to existing skatepark including demolition
5. Please provide three(3) examples of renovating and resurfacing concrete skateparks. Experience in
similar cold-weather climates is desired.
Project Name: Lawrence Skatepark Project Location: Lawrence, Kansas
Contact Anthony Shuler 785-764-8162
Name: Phone:
Contract Amount: $236,925 When Completed: January 2024
Description of Work: 5,000 ft2 addition to existing park including demolition
Crested Butte Skatep k Crested Butte, Colorado
Project Name: p _ roject Location:
Contact
Name: Janna Hansen Phone: 970-901-7535
$804,000 August 2023
Contract Amount: When Completed:
Description of Work: Pour over/renovation of existing bowl, demolition, and
12,000 ft2 expansion
Telluride Skatepark Telluride, Colorado
Project Name: Project Location:
Contact
Name: Stephanie Jaquet _ Phone: 970.728.5359
Contract Amount:$614,000 When Compte` c�022
Description of Work: Demolition &disposal of large portion of existing park, tie
into old park & 10,000 ft2 expansion
6. Please list experience completing at least five(5) 10,000 sf or larger skateparks as a specialty sub-
contractor or contractor with the inclusion of a bowl with pool coping,street features and
intermediate area.
Crested Butte Skatepark Crested Butte, Colorado
Project Name: Project Location:
Contact
Name: Janna Hansen Phona70-901-7535
$804,000 August 2023
Contract Amount: When Completed:
Description of Work: Pour over/renovation of existing bowl, demolition, and
12,000 ft2 expansion
Telluride Skatepark Telluride, Colorado
Project Name: Project Location:
Contact
Name: Stephanie Jaquet Phone: 970.728.5359
Contract Amount: $614,000 When Completesay
. 2022
Description of Work: Demolition &disposal of large portion of existin park, tie
into old park& 10,000 ft2 expansion
Project Name: Meridian Skatepark Project Location: Meridian, Idaho
Contact
Name: Mike Barton Phone: 208-440-8742
$634,000 May 2023
Contract Amount: When Completed:
Description of Work: 15,000 pts circular skatepark with a bowl, track and street_
Features throughout
7. List at least two engineering firms with whom you have worked,and the name of the individual
who was your primary point of contact:
Firm Name: City of Warren Engineef natact Name: David Wirth
coffPhone: 586-759-9300 Email: dwirth@cityofwarren. g
Firm Name: Contact Name:
Phone: Email:
8. Name of your Surety Company,and the name and address of your agent you expect to use in the
event this contract is awarded to you:
Alliant Kevin Cathcart
Surety: Agent Name:
Address: 18100 Von Karman Ave. Irvine, CA 92612
9. What is your present bonding capacity?
Present Bonding Capacity: $5 million
10. List each and every incidence of failure to perform that resulted in a claim under a Performance or
Payment Bond:
1) N/A
2)
3)
11. The construction experience of the Key Personnel in your Company is required. At a minimum,
information regarding experience and qualifications of the following positions must be provided: GC
Project Manager,On-Site Field Superintendent,Head Concrete Finisher.
Name: Ben Hiavacek Position: Project Manager
Years of construction experience: 7
Magnitude&Type of Work: concrete
In What Capacity? mason, project managerAesigner__
Years of Employment with Contractor:
Other projects this individual will be involved with concurrently with this project:
Education,professional registrations,certifications&credentials applicable to the Project:
Riverside designer ----
Name: Position:
Lance Spiker -Superintendent-f-safety officer-
Years of construction experience: 25
Magnitude&Type of Work: -__concrete
In What Capacity? Project manager, journeyman
Years of Employment with Contractor: 8
Other projects this individual will be involved with concurrently with this project:
Education,professional registrations,certifications&credentials applicable to the Project:
ACI nozzleman
Name: Lance Spiker Position: Lead Finisher
Years of construction experience: 25
Magnitude&Type of Work: concrete
In What Capacity? Project manager, journeyman
Years of Employment with Contractor: 8
Other projects this individual will be involved with concurrently with this project:
Educatio rofessional registrations,certifications& credentials applicable to the Project:
Ai nozzieman
Name: Position:
Years of construction experience:
Magnitude&Type of Work:
In What Capacity?
Years of Employment with Contractor:
Other projects this individual will be involved with concurrently with this project:
Education,professional registrations,certifications&credentials applicable to the Project:
12. Attach a separate sheet of the major items of equipment which you own,or which will be used on
the project including quantity,description,capacity,age in years,&condition.
13. List below the contracts to which your company, any principal in your company, or any prior
companies owned by a principal in your company were a party during the previous seven(7)years
that involved litigation of any type,arbitration,mechanics lien claim or other claim in an amount over
$10,000(include pending cases with a notation that the matter is still unresolved):
N/A
14. On a typical project,what percent of the work is completed by your own forces? 100 % What
percent by subcontract? O %. List subcontractors you propose to use on this project and their
responsibility in this contract.
Subcontractor Name Contract Responsibility %of Contract
(1)
Address State Zip Phone Number
(2) — --Address Stale Zip Phone Number
(3)
Address State Zip Phone Number
(4)
Address State Zip Phone Number
(5)
Address State Zip Phone Number
15. Is your Company current on payment of Federal and State income tax withholdings and
unemployment insurance payments? Yes
If the answer is no,please provide detail:
16. Has your Company,or any principal in your company,been rescinded or debarred from any bidding,
contractual,procurement or other such programs by federal,state or local entities? No
If the answer is yes,please provide detail:
17. Has your Company received any written notices of violations of any federal or state prevailing wage
statute in which prevailing wage penalties were assessed against your Company or paid by your
Company during the last two(2)years? No •
If the answer is yes,please provide detail:
The undersigned hereby authorizes and requests any person, firm, or corporation to furnish any
information requested by the City in verification of the recitals comprising this Experience
Questionnaire and agrees to hold any such person, firm, or corporation harmless for providing any
such information to the City of Riverside.The undersigned agrees that there is no collusion or fraud
with reference to illegal relationships of bidders and representatives of the City, bid pooling or
straw bids.
Dated on behalf of said Company this 2-7 day of J" 20a-Y
By: 00.41.,e(I he. 0.1LJl_C(
Name: 0=0 ,i,((IJ_
Title Qlrl iV2-
State of A4 Af )
-.tam S ) ss
County of /1A cV
BEFORE ME,the undersigned notary,personally appeared C^tim e^w t• �G ci (o i"
who being duly swum,deposes and says that he or she is the (jc%-. '- of
Ciee �e•Ar , ' r -t r ,that he/she has been authorized by such
company to complete the foregoing statement,and that the answers to the foregoing questions and all
statements therein contained are true and correct.
Subscribed and sworn to me before this 2-I6day of J v-- , 209-y
My commission expires: Notary Public
Howard Carter
Notary Public in Oakland
County, Michigan
My commission expires 8-30-2027
Acting In Macomb County
List of tools, machinery, and equipment used on the job:
• Cat 305 Excavator - 2022
• Cat 239D skid steer- 2022
• TK40 Concrete pump
• Single drum Roller
• Sullair air compressor
• Trimble
• Laser
• Stick welder
• Generator
• Jumping Jack
• Plate compactor
• Soft cut machine
• TS 420 demo saw
• Back pack blower
• Max Rebar Tier
• Grinder
• Skil saw
• Roto hammer
• Sawzal
• Impact driver
• Concrete vibrator
• Power washer
• Wire feed welder
• Power trowel
• Jack hammer
• Various Concrete hand tools
Qua 'ty Assurance/ Qua ity Contro plan
Key issues that may affect schedule and quality:
Weather
Problems: Adverse weather could delay completion of this project a number or weeks. Tasks like
hydroseeding may have to be delayed until more favorable weather in the spring if skatepark
construction occurs during the winter months.
Solutions: We employ techniques such as ground heaters, insulated tarps, tents, and concrete
accelerators to ensure quality concrete construction during adverse weather, such as rain or cold
temperatures. We work year long in different climates across the country and are practiced in
exercising these techniques regularly throughout the year. Seeding could be removed from our
scope of work.
Scheduling conflicts
Problems: Delays with projects ahead of Riverside in the schedule
Solutions: Evergreen meticulously reviews and revises it's schedule every week and create a
dependable and efficient schedule that projects out up to two years in advance with options for
alternative plans. We do everything in our power to accurately predict our construction schedule.
This preparation enables us to quickly adapt to scheduling conflicts that may be out of our control,
such as another contractor delaying a project, or a municipality needing to push off construction
for some reason. Scheduling jobs a year in advance will always be a bit of a guessing game, but
we are successful year after year at completing all projects on time and on budget.
Sub-contractors
Problems: Working with many different sub-contractors could cause delays in the completion of
the skatepark or issues with project quality.
Solutions: Evergreen is a wholistic design/built firm with all skatepark construction tasks being
executed by a full-time staff of skatepark craftsmen. All tasks within the construction scope other
than reseeding the park and possibly installation of the shade structure will be performed by
Evergreen's dedicated staff. Using our dedicated staff also creates a culture of repeatable high
quality results on our projects. We never have entrusted the outcome of our projects to any
skatepark sub-contractors. We have a system of project management in place that places multiple
tiers of quality control on site to oversee construction, with designers, project manages, site
foremen, and assistant managers on site throughout the project.
AFFIDAVIT for WORK AUTHORIZATION
(as required by Section 285.530,Revised Statutes of Missouri)
As used in this Affidavit,the following terms shall have the following meanings:
EMPLOYEE:Any person performing work or service of any kind or character for hire within the State of Missouri.
FEDERAL WORK AUTHORIZATION PROGRAM: Any of the electronic verification of work authorization
programs operated by the United States Department of Homeland Security or an equivalent federal work authorization
program operated by the United States Department of Homeland Security to verify information of newly hired employees,
under the Immigration Reform and Control Act of 1986(IRCA),P.L.99-603.
KNOWINGLY:A person acts knowingly or with knowledge,(a)with respect to the person's conduct or to attendant
circumstances when the person is aware of the nature of the person's conduct or that those circumstances exist;or
(b)with respect to a result of the person's conduct when the person is aware that the person's conduct is practically certain
to cause that result.
UNAUTHORIZED ALIEN:An alien who does not have the legal right or authorization under federal law to work in the
United States,as defined in 8 U.S.C. 1324a(h)(3).
State of flA (C k U/\ )
County of ''\a c0 ) ss:
BEFORE ME, the undersigned notary, personally appeared Ladl e•-•we Cat,I ar , who, being duly
sworn,states on his/her oa or affirmation as follows:
1.My name isQel t10. qQIWV` and I am currently the OWfn'e{ of
rreg1 StZaYcn f.5 (hereinafter "Contractor"), whose business address is
43 Cl USE; (Mk" 1 e. 11.4to...ck cA-124, ,and I am authorized to make this Affidavit.
2.I am of sound mind and capable of making this Affidavit,and am personally acquainted with the facts stated
herein.
3.Contractor is enrolled in and participates in a federal work authorization program with respect to the employees
working in connection with the following services contracted between Contractor and the City of Riverside: Renner
Brenner Skatepark Renovation(Project No.224-030).
4.Contractor does not knowingly employ any person who is an unauthorized alien in connection with the
contracted services set forth above.
5.Attached hereto is documentation affirming Contractor's enrollment and participation in a federal work
authorization program with respect to the employees working in connection with the contracted services.
Further,Affiant sayeth not. (Alt,0,...A.'
Signature of Aft}�Ptt�,1 J _ CO
l �,
Printed Name: `4:t`�'�Q V lye 't, `OJA/ ,
Subscribed and sworn to before me this 2-A day of 7t..h� ,20,4:
�_rn.....1 —
Notary Public
*PLEASE NOTE: Acceptable enrollment and participation documentation consists of the following 2 pages of the E-Verify
Memorandum of Understanding: (1)a valid,completed copy of the first page identifying the Contractor;and (2)a valid copy of the
signature page completed and signed by the Contractor,and the Department of Homeland Security—Verification.
Howard Carter
Notary bl i O
CountyPu ,Michigan
e
x
Niy commissioMaco rb Coaklandunty 027
Acting In
,S-Verify Home Cases Reports Resources
0 Catherine Coulon v
My Company Account
My Company Profile
Company Information
Company Name Doing Business As(DBA)Name
Evergreen Skateparks
Company ID Enrollment Date
1227087 Aug 31,2017
Employer Identification Number(EIN) Unique Entity Identifier(UEI)
452995554
DUNS Number Total Number of Employees
10 to 19
NAICS Code Sector
238 Construction
Subsector
Specialty Trade Contractors
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Employer Category
Employer Category
Federal Contractor without FAR E-Verify Clause
Edit Employer Category
Company Addresses Hiring Sites
Physical Address A We have implemented a new policy and require more
5327 SE 69th Ave information for existing and future hiring sites.
Portland,OR 97206
Melling Address Number of Sites
Same es Physical Address 1
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Company Access and MOU
My Company is configured to: Memorandum of Understanding
Verify Its Own Employees View Current MOU
AGREEMENT
BETWEEN
CITY OF RIVERSIDE, MISSOURI AND
Contractor: Evergreen Skateparks, LLC
FOR
COMPLETION OF
Renner Brenner Skatepark Renovation
Project No. 224-030
RESOLUTION NO.: 2024-
CONTRACT PRICE: $604,000.00
AGREEMENT BETWEEN CITY OF RIVERSIDE AND CONTRACTOR
Renner Brenner Skatepark Renovation
Project No: 224-030
THIS AGREEMENT, made and entered into as of the day of July, 2024, by and between
the City of Riverside, Missouri ("City"), and Evergreen Skateparks, LLC ("Contractor"), shall govern
all Work to be provided by Contractor for City on the Project.
WHEREAS, City, under the provisions of Resolution No. 2024-_, duly approved on the 2nd
day of July,2024 and by virtue of the authority vested in City by the general ordinances of City, intends
to enter into one or more contracts for the Project; and
WHEREAS, the Mayor is authorized and empowered by City to execute contracts on behalf of
City, and the City Administrator ("Administrator") is authorized to perform Administrator's functions
set forth in this Agreement; and
WHEREAS, Administrator may designate one or more engineers, architects, or other persons to
assist Administrator in performing Administrator's functions under this Agreement; and
WHEREAS, City desires to enter into an agreement with Contractor to obtain labor, services,
materials, supplies, tools, equipment, supervision, management, and other items as set forth in this
Agreement; and
WHEREAS, Contractor represents that Contractor is equipped, competent, and able to provide
all the Work, in accordance with this Agreement;
NOW THEREFORE, in consideration of the mutual covenants and consideration herein
contained, IT IS HEREBY AGREED by City and Contractor as follows:
ARTICLE I
DEFINITIONS
As used in this Agreement and the other Contract Documents, the following words and phrases
shall have the respective meanings set forth below. Any capitalized terms used but not defined in this
Agreement shall have the meanings given to such terms in the other Contract Documents.
A. "Administrator"has the meaning set forth in the recitals of this Agreement.
B. "Application for Payment" has the meaning set forth in Article VI, Paragraph A of this
Agreement.
C. "City"has the meaning set forth in the preamble of this Agreement.
D. "Change Order" means a change to the Project, which has been approved in accordance
with the terms of this Agreement, specifically including, without limitation, the requirements set forth
in Article VII of this Agreement.
E. "Contract Amount"has the meaning set forth in Article III,Paragraph A of this Agreement.
F. "Contract Documents" has the meaning set forth in Article V, Paragraph A of this
Agreement.
G. "Contractor"has the meaning set forth in the preamble of this Agreement.
H. "Design Engineer" means the following Design Engineer to the City of Riverside,
Missouri: Mears Design Group, Troy Mears; troym@mearsdesigngroup.com.
I. "Notice to Proceed"has the meaning set forth in Article IV,Paragraph A of this Agreement.
J. "Project" means the building, facility, and/or other improvements for which Contractor is
to provide Work under this Agreement. The Project may also include construction by City or others.
K. "Resident Project Representative" means the following employee of the City of Riverside
who shall manage the Project on behalf of the City: Noel Bennion - nbennion@riversidemo.gov 816-
372-9004.
L. "Subcontractor"means a person, firm or corporation supplying labor and materials or only
labor for the Work for, and under separate contract or agreement with, the Contractor.
M. "Substantial Completion" means the stage in the progress of the Work where the Work or
designated portion is sufficiently complete in accordance with the Contract Documents so that the City
can occupy or utilize the Work for its intended use.
N. "Work"or"Work on the Project"means work to be performed at the location of the Project,
including the transportation of materials and supplies to or from the location of the Project by employees
of the Contractor and any Subcontractor. Work shall include all labor, services, materials, supplies,
tools, equipment, supervision, management, and anything else necessary to accomplish the results and
objectives described in Exhibit F (Scope of Work) and Exhibit G (Technical Specifications) to this
Agreement and the other Contract Documents, in full compliance with all requirements set forth in the
Contract Documents, subject to additions, deletions, and other changes as provided for in this
Agreement. The Work may refer to the whole Project, or only a part of the Project if work on the Project
also is being performed by City or others.
ARTICLE II
THE PROJECT AND THE WORK
A. Contractor shall provide and pay for all Work for the Project.
B. Contractor represents that it has evaluated and satisfied itself as to all conditions and
limitations under which the Work is to be performed, including, without limitation, (1) the location,
condition, layout, and nature of the Project site and surrounding areas, (2) generally prevailing climatic
conditions, (3) labor supply and costs, and (4) availability and cost of materials, tools, and equipment.
City shall not be required to make any adjustment in either the Contract Amount or the time for
performance of the Work because of Contractor's failure to do so.
C. The Resident Project Representative shall act as the City's representative during the
construction period, shall decide questions which may arise as the quality and acceptability of materials
furnished and Work performed, and shall interpret the intent of the Contract Documents in a fair and
unbiased manner. The Resident Project Representative may recommend, but cannot approve Change
Orders resulting in an increase in time of performance or payments due to Contractor. The Resident
Project Representative will make visits to the site and determine if the Work is proceeding in accordance
with the Contract Documents. The Contractor will be held strictly to the intent of the Contract
Documents in regard to the quality of materials, workmanship, and execution of the Work. Inspections
may be at the factory or fabrication plant of the source of the material supply. The Resident Project
Representative will not be responsible for the construction means, controls, techniques, sequences,
procedures or construction safety.
D. Contractor may be furnished additional instructions and detail drawings by the Resident
Project Representative, as necessary to carry out the Work required by the Contract Documents. The
additional drawings and instructions thus supplied will become a part of the contract drawings, and the
Contractor shall carry out the Work in accordance with the additional detail drawings and instructions.
ARTICLE III
CONTRACT AMOUNT
A. Provided Contractor performs all Work in accordance with the Contract Documents and
complies fully with each and every obligation of Contractor under the Contract Documents, City shall
pay Contractor the sum of Six Hundred Four Thousand Dollars ($604,000.00). This amount shall
include all costs, permit fees, profit, overhead, expenses, taxes, and compensation of every kind related
to the Work, and shall be referred to as the"Contract Amount."The Contract Amount is detailed by
scope and trades in the Schedule of Values as required by Article VI.
B. Payment of the Contract Amount shall be full compensation for all labor, services,
materials,supplies,tools,equipment,supervision,management,and anything else necessary to complete
the respective items in place, in full compliance with all requirements set forth in the Contract
Documents. All costs, permit fees, profit, overhead, expenses, taxes, and compensation of every kind
related to the Work are included in the Contract Amount. No labor, services, materials, supplies, tools,
equipment, supervision, management, or anything else required by the Contract Documents for the
proper and successful completion of the Work shall be paid for outside of or in addition to the Contract
Amount.
C. THIS AGREEMENT IS SUBJECT TO THE CITY ORDINANCES, AND NOTHING IN
THE AGREEMENT SHALL BE CONSTRUED AS CREATING AN OBLIGATION OR DEBT
BEYOND THE CITY'S FISCAL YEAR, AND IN THE EVENT THAT IT DOES, PERFORMANCE
OF THE CITY'S OBLIGATIONS UNDER THE AGREEMENT IS EXPRESSLY SUBJECT TO
APPROPRIATION OF FUNDS BY THE CITY YEAR-TO-YEAR DURING THE DURATION OF
THE AGREEMENT. THE TOTAL PAYMENT UNDER THIS AGREEMENT SHALL NOT
EXCEED THE APPROPRIATION CONTAINED IN THE APPLICABLE RESOLUTIONS OR
ORDINANCES ADOPTED BY THE BOARD OF ALDERMEN AUTHORIZING THE WORK AND
CONTRACTOR SHALL NOT SEEK, NOR BE ENTITLED TO, PAYMENT EXCEEDING THIS
AMOUNT UNLESS CITY DIRECTS CONTRACTOR TO PERFORM ADDITIONAL WORK IN
ACCORDANCE WITH THIS AGREEMENT,AND CITY ENACTS ANOTHER RESOLUTION OR
ORDINANCE AUTHORIZING THE AMOUNT CITY AGREES TO PAY UNDER THIS
AGREEMENT.
ARTICLE IV
PROGRESS OF WORK/SUBMITTALS
A. COMMENCEMENT OF WORK.The date of beginning and the time for completion of the
Work are essential conditions of the Contract Documents. Contractor shall commence performance of
the Work on the date indicated in a written notice ("Notice to Proceed") that shall be given by City to
Contractor.
B. TIME FOR COMPLETION. Contractor shall achieve Substantial Completion, as defined
in Article I hereof,no later than 120 Calendar Days from Notice to Proceed. The Contractor will proceed
with the Work at such rate of progress to ensure Substantial Completion within the contract time. It is
expressly understood and agreed, by and between the Contractor and the City, that the contract time to
achieve Substantial Completion of the Work described herein is a reasonable time, taking into
consideration the average climatic and economic conditions and other factors prevailing in the locality
of the Work.No extensions will be granted,except in case of unusual(unseasonable)weather conditions
or additional work requested by the City under Change Order. Following Substantial Completion,
Contractor shall proceed to complete all uncompleted Work items as promptly as permitted by weather
conditions or any other conditions affecting completion of the Work.
C. LIQUIDATED DAMAGES. If Contractor fails to achieve Substantial Completion of all
the Work as set forth in the Contract Documents,Contractor shall pay City$500.00 per day,as liquidated
damages and not as a penalty, for each calendar day after such date, until Substantial Completion of all
the Work is achieved. Contractor agrees that the sum of $500.00 per day is a fair and reasonable
approximation of the actual damages incurred by the City for the Contractor's failure to complete the
Project within the time outlined above and that such liquidated damages in this section are not penal in
nature but rather the parties' attempt to fairly quantify the actual damages incurred by the City for such
delays. Recovery of liquidated damages is not City's exclusive remedy for Contractor's failure to
achieve Substantial Completion in accordance with this Agreement. Specifically,but without limitation,
City may exercise any of its default or termination rights under this Agreement under all circumstances
described herein, including but not limited to Contractor's failure to achieve Substantial Completion in
accordance with Paragraph B above. Contractor shall not be charged with liquidated damages or any
excess cost when the delay in completion of the Work is due to unforeseen causes beyond the control
and without the fault or negligence of the Contractor, including but not restricted to, acts of God, or the
public enemy, acts of the City, acts of another contractor in the performance of a contract with the City,
fires, floods, epidemics, quarantine restrictions, strikes, freight embargoes and abnormal and
unforeseeable weather provided that the Contractor has given written notice of such delay to the City
within five (5) days of the event causing such delay.
D. TIME OF THE ESSENCE. Time is of the essence in the performance of the Work and any
other Contractor obligations under the Contract Documents. Contractor shall upon commencement of
construction work daily to complete the Work except for Saturdays, Sundays, holidays, and days of
inclement weather. This Paragraph does not preclude Contractor from working Saturdays, Sundays,
holidays,or days of inclement weather. Contractor shall give the City at least 48 hours notice if intending
to work on Saturday, Sunday,holidays or days of impending inclement weather.
E. CONSTRUCTION SCHEDULE. Promptly after the execution of this Agreement, and in
any event before commencing performance of the Work, Contractor shall submit to City for approval a
construction schedule that specifies the dates on which Contractor plans to begin and complete various
parts of the Work, including dates on which information and approvals are required from City. Upon
City's written approval of the schedule, Contractor shall comply with it unless directed by City to do
otherwise. Contractor shall update the schedule on a monthly basis or at more frequent appropriate
intervals if required by the conditions of the Work and the Project. With each Application for Payment
under Article VI of this Agreement, Contractor shall submit an updated, current schedule. Neither the
original schedule nor any update shall exceed time limits for the entire Project under the Contract
Documents.
F. PHOTOGRAPHS OF PROJECT. The Contractor shall furnish photographs of the Project site
in the number,type, and stage as enumerated below:
1. Pre-Construction photos-minimum of 15 ground level digital shots
2. Construction photos of significant changes,-minimum of 15 ground level digital shots
3. Post Construction photos - minimum of 15 ground level digital shots
G. DELAY IN PERFORMANCE. In the event the City determines that performance of the
Work is not progressing as required by the Contract Documents or that the Work is being unnecessarily
delayed or will not be finished within the prescribed time,the City may, in the City's sole discretion and
in addition to any other right or remedy City may have, require Contractor, at Contractor's sole cost, to
accelerate Contractor's progress. Such acceleration shall continue until the progress of the Work
complies with the Contract Documents and clearly indicates that all Work will be completed within the
prescribed time.
H. SUSPENSION OF WORK. The City may suspend the Work or any portion thereof for a
period of not more than ninety(90)days or such further time as agreed upon by the Contractor,by written
notice to the Contractor which shall fix the date on which Work shall be resumed. The Contractor will
resume the Work on the date so fixed. The Contractor will be allowed an increase in the contract price
or an extension of the contract time, or both, directly attributable to any suspension
I. DRAWINGS AND SPECIFICATIONS. The intent of the drawings and specifications is
that the Contractor shall furnish all labor, materials, tools, equipment and transportation necessary for
the proper execution of the Work in accordance with the Contract Documents and all incidental Work
necessary to complete the Project in an acceptable manner, ready for use, occupancy or operation by the
City. In case of conflict between the drawings and specification, the specifications shall govern. Figure
dimensions on drawings shall govern over general drawings. Any discrepancies found between the
drawings and specifications and site conditions or any inconsistencies or ambiguities in the drawings or
specifications shall be immediately reported to the Resident Project Representative in writing,who shall
promptly correct such inconsistencies or ambiguities in writing. Work done by the Contractor after
discovery of such discrepancies, inconsistencies or ambiguities shall be done at the Contractor's risk.
J. SHOP DRAWINGS. Contractor shall submit to Resident Project Representative for review
all shop drawings, samples, product data, and similar submittals required by the Contract Documents.
Contractor shall be responsible to City for the accuracy and conformity of its submittals to the Contract
Documents. Shop drawings shall bear the Contractor's certification that it has reviewed, checked and
approved the shop drawings and that they are in conformance with the requirements of the Contract
Documents. Contractor shall prepare and deliver its submittals to City in a manner consistent with the
construction schedule and in such time and sequence so as not to delay performance of the Work.
Portions of the Work requiring a shop drawing or sample submission shall not begin until the shop
drawing or submission has been reviewed by the Resident Project Representative. Review of any
Contractor submittal shall not be deemed to authorize deviations, substitutions, or changes in the
requirements of the Contract Documents unless express written approval is obtained from City
specifically authorizing such deviation,substitution,or change. When submitted for the Resident Project
Representative's review, any shop drawing which substantially deviates from the requirement of the
Contract Documents shall be evidenced by a Change Order. If the Contract Documents do not contain
submittal requirements pertaining to the Work, Contractor agrees upon request to submit in a timely
fashion to City for review by Resident Project Representative any shop drawings,samples,product data,
manufacturers' literature, or similar submittals as may reasonably be required by City. Contractor shall
perform all Work strictly in accordance with approved submittals. Resident Project Representative's
review does not relieve Contractor from responsibility for defective Work resulting from errors or
omissions of any kind on the reviewed submittals. A copy of each shop drawing and each sample shall
be kept in good order by the Contractor at the site and shall be available to the Resident Project
Representative.
K. MATERIALS, SERVICES AND FACILITIES. It is understood that except as otherwise
specifically stated in the Contract Documents, the Contractor shall provide and pay for all materials,
labor, tools, equipment, water, light, power, transportation, supervision, temporary construction of any
nature,and all other services and facilities of any nature whatsoever necessary to execute,complete,and
deliver the Work within the specified time. Materials and equipment shall be so stored as to insure the
preservation of their quality and fitness for the Work. Stored materials and equipment to be incorporated
in the Work shall be located so as to facilitate prompt inspection. Manufactured articles, materials and
equipment shall be applied, installed, connected, erected, used, cleaned and conditioned as directed by
the manufacturer. Material, supplies and equipment shall be in accordance with samples submitted by
the Contractor and approved by the Resident Project Representative. Materials, supplies or equipment
to be incorporated into the Work shall not be purchased by the Contractor or by any Subcontractor subject
to a chattel mortgage or under a conditional sale contract or other agreement by which an interest is
retained by the seller.
L. INSPECTION AND TESTING OF MATERIALS. All materials and equipment used in
the construction of the Project shall be subject to adequate inspection and testing in accordance with
generally accepted standards, as required and defined in the Contract Documents. The Contractor shall
provide at the Contractor's expense the testing and inspection services required by the Contract
Documents. The City shall provide all inspection and testing services not required by the Contract
Documents. If the Contract Documents, laws, ordinances, rules, regulations or orders of any public
authority having jurisdiction require any Work to specifically be inspected, tested or approved by
someone other than the Contractor, the Contractor will give the Resident Project Representative timely
notice of readiness. The Contractor will then furnish the Resident Project Representative the required
certificates of inspection, testing approval. Inspections, tests or approvals by the Resident Project
Representative or others shall not relieve the Contractor from the obligation to perform the Work in
accordance with the requirements of the Contract Documents. The Resident Project Representative and
the City's representatives will at all times have access to the Work. In addition, authorized
representatives and agents of any participating Federal or State agency shall be permitted to inspect all
Work,materials,payrolls,records or personnel,invoices of materials and other relevant data and records.
The Contractor will provide proper facilities for such access and observation of the Work and also for
any inspection or testing thereof.
If any Work is covered prior to inspection by the Resident Project Representative it must,
if requested by the Resident Project Representative, be uncovered for the Resident Project
Representative's observation and replaced at the Contractor's expense. If the Resident Project
Representative considers it necessary or advisable that covered Work be inspected or tested by others,
the Contractor, at the Resident Project Representative's request,will uncover,expose or otherwise make
available for observation, inspection or testing as the Resident Project Representative may require, that
portion of the Work in question, furnishing all necessary labor,materials, tools and equipment.
M. CORRECTION OF WORK. The Contractor shall promptly remove from the Project site all
Work rejected by the Resident Project Representative for failure to comply with the Contract Documents,
whether incorporated in the construction or not,and the Contractor shall promptly replace and re-execute the
Work in accordance with the Contract Documents and without expense to the City and shall bear the expense
of making good all work of other contractors destroyed or damaged by such removal or replacement. All
removal and replacement Work shall be done at the Contractor's expense. If the Contractor does not take
action to remove such rejected Work within ten(10)days after receipt of written notice,the City may remove
such Work and store the materials at the expense of the Contractor.
N. SUBSTITUTIONS. Whenever a material, article, or piece of equipment is identified on
the drawings and specifications by referenced to brand name or catalog numbers, it shall be understood
that this is referenced for the purpose of defining the performance or other salient requirements and that
other products of equal capacitates, quality and function shall be considered. The Contractor may
recommend the substitution of material, article or piece of equipment of equal substance and function
for those referred to in the Contract Documents by referenced to brand name or catalog number, if, in
the opinion of the City, such material, article or piece of equipment is of equal substance function to that
specified, the City may approve, in writing, its substitution and use by the Contractor. Any cost
differential shall be deductible from the contract price and in such event the Contract Documents shall
be modified by Change Order.The Contractor warrants that if substitutes are approved,no major changes
in the function or general design of the Project will result. Incidental changes or extra component parts
required to accommodate the substitute will be made by the Contractor without a change in the contract
price or contract time.
O. LANDS & RIGHT OF WAY. Prior to issuance of Notice to Proceed, the City shall obtain
all lands and rights-of-way necessary for the carrying out and completion of Work to be performed
pursuant to the Contract Documents, unless otherwise mutually agreed by the Contractor and City, in
writing. The City shall provide to Contractor information which delineates and describes the lands
owned and right of way acquired. The Contractor shall provide at its own expense and without liability
to the City any additional land and access thereto that the Contractor may desire for temporary
construction facilities, or for storage of materials.
P. SURVEYS, PERMITS AND REGULATIONS. The City shall furnish all boundary
surveys and establish all base lines for locating the principal component parts of the Work together with
a suitable number of bench marks adjacent to the Work as shown in the Contract Documents. From the
information provided by the City,unless otherwise specified in the Contract Documents, the Contractor
shall develop and make all detail surveys needed for construction such as slope stakes, batter boards,
stakes for pipe locations and other working points, lines, elevations and cut sheets.
The Contractor shall carefully preserve bench marks, reference points and stakes and, in
case of willful or careless destruction, shall be charged with the resulting expense and shall be
responsible for any mistake that may be caused by their unnecessary loss or disturbance.
Permits and licenses of temporary nature necessary for the prosecution of the Work shall
be secured and paid for by the Contractor unless otherwise stated in the supplemental general conditions.
Permits,licenses and easements for permanent structures or permanent changes in existing facilities shall
be secured and paid for by the City,unless otherwise specified. The Contractor shall give all notices and
comply with all laws, ordinances, rules and regulations bearing on the conduct of the Work as drawn
and specified. If the Contractor observes that the Contract Documents are at variance therewith, the
Contractor shall promptly notify the City in writing, and any necessary changes shall be adjusted as
provided in Article VII changes in the Work.
Q. SUBSURFACE CONDITIONS. The Contractor, before bidding the Project, has the
responsibility to become familiar with the Project site and the conditions under which Work will have
to be performed during the construction period. Excavating for foundations of surface structure:
buildings, bridges, tanks, towers, retaining walls and other types of surface structures. The Contractor
shall promptly, and before such conditions are disturbed (excepting an emergency), notify the City by
written notice of subsurface or latent physical conditions at the site differing materially from those
indicated in the Contract Documents. Contractor shall also be required to notify City of any unknown
physical conditions at the site of unusual nature, differing materially from those ordinarily encountered
and generally recognized as inherent in work of the character provided for in the Contract Documents at
the location of the Project. The City shall investigate the conditions,and if it is found that such conditions
do so materially differ and cause an increase or decrease in the cost of, or in the time required for,
performance of the Work, the Contract Documents may be modified by Change Order as provided in
Article VII. Any claim of the Contractor for adjustment hereinafter shall not be allowed unless the
required written notice has been given; provided that the City may, if the City determines the facts so
justify consider and adjust any such claims asserted before the date of the final payment. Excavating for
below-surface structures: water mains, sewers, power and telephone cables and other types of below
surface structures. No extra compensation will be paid for rock excavation or varying geologic features
encountered on the Project,unless so shown as a bid item in the Bid Form for bid. If man-made hazards
are encountered by the Contractor, excluding utilities, which are not visible from the surface, such as
buried concrete foundations, buried garbage dumps that cannot be by-passed and requires additional
Work consult the Resident Project Representative.
R. SUPERVISION BY CONTRACTOR. The Contractor will supervise and direct the Work.
The Contractor will be solely responsible for the means,methods,techniques,sequences and procedures
of construction. The Contractor will employ and maintain on the Work a qualified supervisor or
superintendent who shall have been designated in writing by the Contractor or the Contractor's
representative at the site. The supervisor shall have full authority to act on behalf of the Contractor and
all communications given to the supervisor shall be a binding as if given to the Contractor. The
supervisor shall be present on the site at all times as required to perform adequate supervision and
coordination of the Work.
ARTICLE V
CONTRACT DOCUMENTS
A. The following documents, and any other documents that are attached to, incorporated by
reference into, or otherwise included in them, and all Change Orders, are hereby incorporated into this
Agreement, and form the entire agreement between City and Contractor, and are referred to as the
Contract Documents:
1. INFORMATION FOR BIDDERS
2. BID FOR LUMP SUM
3. BID FORM
4. BID BOND
5. EXPERIENCE QUESTIONNAIRE
6. AFFIDAVIT OF WORK AUTHORIZATION
7. This AGREEMENT BETWEEN CITY OF RIVERSIDE AND CONTRACTOR
8. PERFORMANCE BOND
9. PAYMENT BOND
10. PREVAILING WAGE RATES - STATE OF MISSOURI DIVISION OF LABOR
STANDARDS
11. TIME FOR COMPLETION
12. SCOPE OF WORK
13. TECHNICAL SPECIFICATIONS
14. NOTICE TO PROCEED
15. APPLICATION FOR PAYMENT FORM
16. CHANGE ORDER FORM
17. CERTIFICATE FOR SUBSTANTIAL COMPLETION
18. AFFIDAVIT OF COMPLIANCE WITH THE PREVAILING WAGE LAW
19. ANTI-DISCRIMINATION AGAINST ISRAEL ACT CERTIFICATION
20. CONTRACTOR AFFIDAVIT FOR FINAL PAYMENT
21. SUBCONTRACTOR AFFIDAVIT FOR FINAL PAYMENT
22. ENGINEER/CONSULTANT CERTIFICATE for Acceptance & Final Payment
B. Contractor represents that it has examined and become familiar with the Contract
Documents in their entirety, that any and all ambiguities, inconsistencies, and conflicts observed by
Contractor have been called to City's attention in writing and have been resolved in writing to
Contractor's satisfaction. Except for actual conflict between provisions in the Contract Documents,
making it impossible for Contractor to comply with all provisions of the Contract Documents, the
Contract Documents shall be cumulative,and Contractor shall comply with all provisions of all Contract
Documents. In case of actual conflict, Contractor shall notify City of the conflict in writing and then
shall comply with such provisions of the Contract Documents as City directs.
ARTICLE VI
PAYMENTS
A. Prior to submitting its first application for payment in accordance with the terms hereof in
substantially the form attached hereto as Exhibit I (an "Application for Payment"), Contractor shall
provide City with a schedule of values dividing the Work, and the Contract Amount, into workable
categories in a form acceptable to City.Each Application for Payment shall be based upon the percentage
of actual completion of each category, multiplied by the dollar value of such category.
B. On or about the first day of Contractor's monthly accounting period, Contractor shall
submit an Application for Payment to the Resident Project Representative. In addition to the amount of
payment requested in the Application for Payment, each Application for Payment shall list the original
Contract Amount, the amount Contractor has invoiced City to date, the amount Contractor has received
to date,total additions to and deletions from the Contract Amount pursuant to approved Change Orders,
and an itemization of any further additions to or deletions from the Contract Amount that Contractor
claims. Contractor shall identify each Subcontractor and supplier whom Contractor intends to pay from
the requested payment and shall state the amount Contractor intends to pay each such Subcontractor and
supplier.An Application for Payment shall not include a request for payment for any portion of the Work
that was performed or furnished by a Subcontractor or supplier if Contractor does not intend to pay such
Subcontractor or supplier from such payment, nor shall the Application for Payment include a request
for payment for any Work performed deemed unsatisfactory by City. Contractor shall include with each
Application all supporting documentation as City may require. The City shall, within fifteen(15) days,
review and approve such Application for Payment, or return the Application for Payment to the
Contractor indicating in writing the reasons for refusing to approve payment. In the latter case, the
Contractor may make the necessary corrections and resubmit the Application. Within fifteen (15) days
of its receipt of payment from City, Contractor shall pay all Subcontractors and suppliers to whom
payment is owed from the amount paid to Contractor.
C. All payments under this Agreement shall be made only upon the approval of Resident
Project Representative and Administrator. Resident Project Representative shall review each
Application for Payment and certify for payment such amounts as Resident Project Representative
determines are due Contractor. From the total amount certified, City shall withhold five percent(5%) as
retainage until final completion and acceptance of the Work. The five percent (5%) retainage may be
reduced by Change Order if final completion and acceptance of the Work is delayed due to unforeseen
circumstances and the Work is usable for its intended purpose by the City. If reduction in the retainage
is approved, the remaining retainage shall be an amount equal to or greater than 200% of the estimated
amount necessary to complete the Work.
D. The City Treasurer,upon presentation of an Application for Payment, shall prepare a check
for the sum certified to be due (exclusive of retainage), payable out of the funds in the City Treasury
available for Contractor under the authorizing Resolution or Ordinance approved by the Board of
Aldermen. Payment shall be made to Contractor after the Board of Aldermen review and approve the
payment and authorize the Mayor and City Treasurer to sign and deliver the check.
E. Neither Administrator or Resident Project Representative's approval certificate nor
payment made to Contractor shall constitute acceptance of any part of the Work. Contractor shall remain
obligated to perform all Work in accordance with the Contract Documents.
F. With each Application for Payment, Contractor shall submit a signed certificate of receipt
of prior payments and release of claims and rights in connection with prior payments,in a form approved
by City. City may, at its option, also require a similar receipt and release of claims and rights from each
Subcontractor or supplier performing any Work, prior to making any payment to Contractor. The
Subcontractors' and suppliers'receipts and releases shall be in a form approved by City and shall indicate
that (except for retainage) all debts for Work performed or materials supplied included on any previous
Application for Payment to City from Contractor have been satisfied and that the Subcontractor or
supplier waives and releases any and all claims or rights in connection therewith.
G. Contractor shall not be entitled to final payment for the Work until Contractor submits a
final Application for Payment, all requirements of the Contract Documents are complied with, and
Resident Project Representative issues his or her certificate to that effect. The Engineer's Certificate of
Acceptance will be on the form attached hereto as Exhibit P. City, within thirty (30) days after the
delivery of Engineer's Certificate of Acceptance, shall pay Contractor all remaining funds which
Contractor is due under this Agreement.
H. Acceptance of final payment by Contractor shall release City from all further obligations
to Contractor, except as to such amounts, if any, Contractor has identified in its final Application for
Payment as claimed by Contractor. All claims not identified in the final Application for Payment are
waived. Any payment, however final or otherwise, shall not release the Contractor or its sureties from
any obligations under the Contract Documents or the Performance and Payment Bonds.
I. City may withhold final or any other payment to Contractor on any reasonable basis,
including but not limited to the following:
1. Unsatisfactory job progress,
2. Defective Work,
3. Failure to make payments to Subcontractors or suppliers,
4. Reasonable evidence that all Work cannot be completed for the unpaid balance of
the Contract Amount,
5. Damage by Contractor or Subcontractors or suppliers to property of City or others,
6. Contractor's breach of this Agreement, or
7. Contractor's failure to provide requested documentation.
J. The Contractor shall,at the request of City,furnish satisfactory evidence that all obligations
to Subcontractors, laborers, workmen, mechanics, materialmen and furnishers of machinery and parts
thereof, equipment, tools and all supplies incurred in the furtherance of the performance of the Work
have been paid, discharged or waived. If Contractor does not pay Subcontractors or suppliers for labor
and/or material properly provided, City may, but shall not be required to, pay Subcontractors and
suppliers directly. Any payments made to Subcontractors and suppliers shall be charged against the
Contract Amount. City shall not be liable to Contractor for any such payments made in good faith. This
provision shall not confer any right upon any Subcontractor or supplier to seek payment directly from
City.
K. Notwithstanding any other provision for payment contained herein, in the event the
Missouri Department of Labor and Industrial Relations has determined that a violation of Section
292.675 RSMo has occurred and that a penalty shall be assessed, the City shall withhold and retain all
sums and amounts due and owning when making payments to Contractor under this Agreement.
ARTICLE VII
CHANGES/CLAIMS
A. City,without invalidating this Agreement,may at any time and without notice to any surety,
order additions to, deletions from, or other changes to the Work. Upon receipt of such an order, in
writing, Contractor shall proceed as and when directed in the order. Contractor shall not proceed with
any addition,deletion,or other change without a written order.No oral direction or order shall constitute
authority for Contractor to proceed with any addition,deletion,or other change. If Contractor undertakes
any addition,deletion,or other change without a written order from City,Contractor shall not be entitled
to any increase in the Contract Amount or the time for performance of the Work, and Contractor shall
be solely and completely responsible for the acceptability to City of the addition, deletion, or other
change.
B. If a change to the Work causes a net increase or decrease in the cost of Contractor's
performance, the Contract Amount shall be increased or decreased as follows:
1. If the Work is covered by unit prices set forth in Contractor's Bid, by application of such
unit prices to the quantities of the items involved; or
2. If the Work involved is not covered by unit prices set forth in Contractor's Bid, by a lump
sum as to which Contractor and City mutually agree prior to the commencement of
performance of the change.
C. If a change to the Work causes an increase or decrease in the time required for Contractor's
performance, an equitable adjustment to the time for performance shall be made.
D. A change in the Contract Amount or the time for performance of the Work shall be
accomplished only by written Change Order, which shall state the increase or decrease, if any, in the
Contract Amount or the time for performance.No course of conduct or dealings between the parties,nor
express or implied acceptance of alterations or additions to the Work, and no claim that City has been
unjustly enriched by any alteration or addition to the Work, whether or not there is, in fact, any such
enrichment, shall be the basis of any claim to an increase in any amounts due under the Contract
Documents or a change in the time for performance of the Work.
E. Agreement on any Change Order shall constitute a final settlement of all matters relating
to the change in the Work that is the subject of the Change Order, including but not limited to all direct
and indirect costs associated with such change and any and all adjustments to the Contract Amount and
time for performance of the Work.
F. If Contractor is delayed or interfered with at any time in the commencement or prosecution
of the Work by an act or neglect of City,an employee,officer,or agent of City,or an architect or engineer
or separate contractor engaged by or on behalf of City, or by changes ordered in the Work, an act of
God, fire, or other cause over which Contractor has no control and that Contractor could not reasonably
anticipate, the time for performance of the Work shall be equitably extended, provided that Contractor
gives notice as provided for in Paragraph G below.
G. Any claim by Contractor for additional time or money for the performance of the Work,
including but not limited to any claim based on or arising out of an addition to, deletion from, or other
change to the Work and/or delay to or interference with commencement or prosecution of any of the
Work, shall be submitted to City's designated representative within five (5) working days of the
beginning of the event for which the claim is made or on which it is based. If any claim is not submitted
within the five-day period, it shall be deemed waived.
H. No change or claim,nor any delay or dispute concerning the determination of any increase
or decrease in the amount of time and money for the performance of the Work, shall excuse Contractor
from proceeding with prosecution of the Work, including any Work as changed.
ARTICLE VIII
INSURANCE
A. Contractor shall, at all times during the performance of any of the Work, purchase and
maintain not less than the following insurance coverages and amounts at the contractor's expense:
1. COMMERCIAL GENERAL LIABILITY INSURANCE written on an occurrence
basis,and agrees it's coverage will not contain any restrictive endorsement(s)excluding
or limiting ongoing and completed operations, personal & advertising injury, blanket
contractual liability or cross liability, independent contractors, broad form property
damage, bodily injury, and agrees it's coverage will not contain any restrictive
endorsement(s)excluding explosions,collapse,and underground with a minimum limit
of$3,000,000 each occurrence. If a general aggregate limit applies, either the general
aggregate limit shall be twice the required per occurrence limit or the general aggregate
shall apply separately to this project (ISO CG 20 03), or if there are multiple locations
(ISO CG 25 04).
2. COMPREHENSIVE BUSINESS AUTOMOBILE LIABILITY INSURANCE for all
owned, non-owned and hired automobiles and other vehicles used by Contractor with
a combined single limit of$1,000,000 minimum.
3. WORKERS COMPENSATION INSURANCE with statutory limits required by any
applicable Federal or state law and Employers Liability insurance with minimum limit
of$1,000,000 per accident.
4. BUILDER'S RISK -Unless otherwise provided, Contractor shall purchase and
maintain, in a company or companies lawfully authorized to do business in the
jurisdiction in which the Project is located, property insurance written on a builder's
risk"all-risk", including testing, when required, or equivalent policy form in the
amount of the initial Contract Sum, plus value of subsequent Contract modifications
and cost of materials supplied or installed by others, comprising total value for the
entire Project at the site on a replacement cost basis without optional deductibles. The
Contractor shall be solely responsible for any deductible amounts. Such property
insurance shall be maintained,unless otherwise provided in the Contract Documents
or otherwise agreed in writing by all persons and entities who are beneficiaries of
such insurance,until final payment has been made or until no person or entity other
than the City has an insurable interest in the property, whichever is later. This
insurance shall include interests of the City, the Contractor, subcontractors and sub-
subcontractors and suppliers in the Project. Such coverage shall name the City as a
loss payee as their interest may appear.
If the project does not involve new or major reconstruction, at the option of the City,
an Installation Floater may be acceptable. For such projects, an Installation Floater
shall be obtained that provides for the improvement, remodel, modification, alteration,
conversion or adjustment to existing buildings, structures, and equipment. The
Installation Floater shall provide property damage coverage for any building,
structure, or equipment damaged, impaired, broken, or destroyed during the
performance of the work, including transit, installation, and testing at the City's site.
5. CLAIMS-MADE POLICIES - If any of the required policies provide coverage on a
claims-made basis:
• The retroactive date must be shown, and this date must be before the execution
date of the contract or the beginning of contract work.
• Insurance must be maintained, and evidence of insurance must be provided for at
least five(5)years after completion of the contract of work.
• If coverage is canceled or non-renewed, and not replaced with another claims-
made policy form with a Retroactive Date prior to the contract effective date,the
Consultant must purchase "extended reporting"coverage for a minimum of five
(5)years after completion of contract work.
• If the services involve lead-based paint or asbestos identification/remediation,
the Contractors Pollution Liability policy shall not contain a mold exclusion, and
the definition of Pollution shall include microbial matter, including mold.
6. UMBRELLA OR EXCESS LIABILITY may satisfy minimum liability limits
required above for Commercial General Liability (CGL)under an Umbrellas or
Excess Liability policy. There is no minimum Per Occurrence limit of liability under
the Umbrellas or Excess Liability: however, the Annual Aggregate limit shall not be
less than the highest Each Occurrence limit for either Commercial General Lability or
Business Auto Liability. Contractor agrees to endorse the City its officers, agents,
volunteers, lessees, invitees and employees, covered as an additional insured on the
Umbrellas or Excess Liability and the Certificate of Insurance states that the Umbrella
or Excess Liability provides coverage on a"Follow-Form" basis.
B. Prior to construction starting, Contractor shall furnish the City with certificates of insurance
evidencing the required coverage, conditions, and limits required by this agreement and make the City,
its officers,agents,volunteers,lessees,invitees,and employees,covered as an additional insured on each
policy of insurance that Contractor is required to maintain under the contract documents and provide the
appropriate additional insured endorsement(s). Each additional insured endorsement shall expressly
afford coverage to the additional insured's not only arising out of the named insured's operations or
work but also arising out of the named insured's completed operations. All insurance shall be written by
an insurer or insurers acceptable to City and with a minimum financial rating not lower than "A-" in
Best's Insurance Guide, latest edition.
C. City's receipt or review of any certificate of insurance reflecting that Contractor or one of its
subcontractors or suppliers has failed or may have failed to comply with any insurance requirement of
the contract documents shall not constitute a waiver of any of City's insurance rights under the contract
documents,with all such rights being fully and completely reserved by the City.
D. Contractor hereby agrees to waive rights of subrogation which any insurer of Contractor may
acquire from Contractor by virtue of the payment of any loss. Contractor agrees to obtain any
endorsement that may be necessary to affect this waiver of subrogation. The Workers' Compensation
policy shall be endorsed with a waiver of subrogation in favor of the City for all work performed by the
Contractor, its employees, agents, and subcontractors.
E. Similarly, Contractor shall require insurance with the same coverage and limits from its
subcontractors and suppliers, and their insurance policies shall be endorsed to name the same additional
insureds as required of Contractor.
F. All completed operations coverages shall be maintained by Contractor and its subcontractors
or suppliers for five (5)years following the completion of the Project.
G. Any coverage available to City as a named insured shall be secondary, so that the coverage
to the City as an additional insured on the policies maintained by Contractor and subcontractors is
primary, including any umbrellas or excess policies.
H. No provision of this agreement shall constitute a waiver of the member's right to assert a
defense based on sovereign immunity, official immunity, or any other immunity available under law.
For any claim or suit seeking damages from the Missouri municipality scheduled in this endorsement
because of"bodily injury", "property damage", or "personal and advertising injury" caused by "your
work", the coverage provided herein does not apply to any claim or "suit" which is barred by the
doctrines of sovereign immunity,qualified immunity,and/or official immunity although defense of such
actions will be provided. No provision of this condition of coverage, endorsement, or this policy, will
constitute a waiver of this company's right to assert a defense based on the doctrines of sovereign
immunity, qualified immunity, and/or official immunity.
I. If the contractor maintains broader coverage and/or higher limits than the minimums
shown above, the City requires and shall be entitled to the broader coverage and/or the higher limits
maintained by the Contractor. Any available insurance proceeds in excess of the specified minimum
limits of insurance and coverage shall be available to the City.
J. If Contractor is a transient employer as defined in Section 285.230 RSMo, Contractor
must post in a prominent and easily accessible place at the Work site a clearly legible copy of the
following: (1)the notice of registration for employer withholding issued to such transient employer by
the Director of Revenue; (2) proof of coverage for workers' compensation insurance or self-insurance
signed by the transient employer and verified by the Department of Revenue through the records of the
Division of Workers' Compensation; and (3) the notice of registration for unemployment insurance
issued to such transient employer by the Division of Employment Security. Any transient employer
failing to comply with these requirements shall, under Section 285.234 RSMo be liable for a penalty of
$500 per day until the notice required by this Paragraph are posted as required by law.
K. Any self-insured retention (SIR)must be declared to and approved by the city prior to any
work being performed under this agreement. When the SIR exceeds $25,000, the city may require proof
of ability to pay all claims handling and defense costs, such as an audited financial statement or bond.
Any SIR is the sole responsibility of the contractor or sub-contractor, if any. The city reserves the right
to deduct from the final payment to the contractor any unsatisfied SIR which would result in a lien
against the project. All SIRs will be shown on the Certificate of Insurance.
ARTICLE IX
INDEMNITY
A. To the fullest extent permitted by law, Contractor shall defend, indemnify, and hold
harmless City, its employees, officers, and agents, and any architects, engineers, or other design
professionals engaged by or on behalf of City, from and against claims, damages, losses, and expenses,
including but not limited to attorney's fees,arising out of or resulting from the performance of the Work,
provided that such claim, damage, loss, or expenses is attributable to bodily injury, sickness, disease, or
death or to injury to or destruction of tangible property(other than the Work itself),but only to the extent
caused or allegedly caused by the negligent or willful acts or omissions of Contractor, a Subcontractor
or supplier, or anyone directly or indirectly employed by them, or anyone for whose acts they may be
liable,regardless of whether such claim,damage,loss,or expense is caused in part by a party indemnified
hereunder. This obligation is not intended to, and shall not, negate, abridge, or reduce other rights or
obligations of indemnity that would otherwise exist as to a party or person as set forth in this Agreement.
B. In claims against any person or entity indemnified herein by an employee of Contractor, a
Subcontractor or supplier,or anyone directly or indirectly employed by them or for whose acts they may
be liable, the indemnification obligation shall not be limited by a limitation on the amount or type of
damages, compensation, or benefits payable by or for Contractor or a Subcontractor or supplier under
workers' compensation acts, disability benefit acts, or other employee benefit acts.
ARTICLE X
PATENT LIABILITY
Contractor agrees to defend, indemnify, and hold harmless City, its officers, employees and
agents from and against any claim, action or suit that may be brought against them for Contractor's
infringement of any Letters Patent in the performance of this Agreement or any breach or violation of
trademark or proprietary or trade secret rights of others, as well as against any judgments, decrees,
damages, costs and expenses sought, adjudicated, or recovered against any of them, on account of any
such actual or alleged infringement.
ARTICLE XI
COVENANT AGAINST LOBBYING AND UNDUE INFLUENCE
A. Contractor represents and warrants that it has not employed or retained any company or
person,other than a bona fide employee working for Contractor,to solicit or secure this Agreement,and
that it has not paid or agreed to pay any company or person, other than a bona fide employee, any fee,
commission, percentage, brokerage fee, gift, or any other consideration contingent upon or resulting
from the award or making of this Agreement. For breach or violation of this warranty, City shall have
the right to void this Agreement without liability and, in its discretion, to deduct from the Contract
Amount, or otherwise recover, the full amount of such fee, commission,percentage, brokerage fee,gift,
or contingent fee.
B. Contractor represents and warrants that no payments have been or shall be made, directly
or indirectly,by or on behalf of Contractor to or for the benefit of any officer,employee, or agent of City
who may reasonably be expected to influence the decision to requisition issue or take any action with
respect to this Agreement. Contractor shall allow a mutually agreeable nationally recognized certified
public accounting firm to examine, at City's expense, such of Contractor's books and records as may be
necessary, in the accountant's reasonable opinion, to verify Contractor's compliance with this Article.
C. No official of the City who is authorized in such capacity and on behalf of the City to
negotiate, make, accept, or approve, or to take part in negotiating, making, accepting, or approving any
architectural, engineering, inspection, construction, or material supply contract or any subcontract in
connection with the construction of the Project, shall become directly or indirectly interested personally
in this Agreement or in any part hereof. No officer, employee, architect, attorney, engineer,or inspector
of or for the City who is authorized in such capacity and on behalf of the City to exercise any legislative,
executive,supervisory,or other similar functions in connection with the construction of the Project, shall
become directly or indirectly interested personally in this Agreement or in any part thereof,any material
supply contract, subcontract, insurance contract, or any other contract pertaining to the Project.
ARTICLE XII
RECORDS REGARDING PAYMENT
For a period of at least two(2)years after final payment to Contractor,Contractor shall maintain,
in accordance with generally accepted accounting principles, such records as are necessary to
substantiate that all Applications for Payment hereunder were valid and properly chargeable to City. For
lump sum contract Work, the records shall demonstrate that the City was billed at appropriate times for
proper percentages of completion and for payments to Subcontractors and suppliers. For any Work,
including extra Work, not charged on a lump sum basis,the records to be maintained hereunder include
but are not limited to all contracts,subcontracts,material bills,correspondence,accounting records,time
sheets, payroll records, canceled checks, orders, and invoices pertaining to City's account. City or its
representative shall, upon reasonable prior notice to Contractor, be given the opportunity to audit these
records at any time during normal business hours to verify the accuracy of Contractor's invoices and
charges.
ARTICLE XIII
NOTICES
A. The following persons are designated by the respective parties to act on behalf of such
party and to receive all written notices and Applications for Payment:
If to the City: If to the Contractor:
Noel Bennion Name:
2950 NW Vivion Rd. Title:
City of Riverside, MO Street Address:
Riverside, MO 64150 City, State Zip:
nbennion@riversidemo.gov Email:
with a copy to:
Mears Design Group
Troy Mears
P.O. Box 23338
Portland, Oregon 97281
troym@rnearsdesigngroup.com
B. Any notice required by the Contract Documents to be given in writing or that either City or
Contractor wishes to give to the other in writing shall be signed by or on behalf of the party giving notice.
The notice shall be deemed to have been completed when sent by certified or registered mail to the other
party at the address set forth herein,or delivered in person to said party or their authorized representative.
C. Contractor's designated representative shall be available to meet with City at any time
during the performance of the Work and shall have full authority to act on Contractor's behalf on any
matter related to this Agreement and/or the Work.
ARTICLE XIV
DEFAULT AND TERMINATION
A. If Contractor fails to comply,becomes unable to comply,or with reasonable probability(as
determined solely by City)will become unable to comply with any of Contractor's obligations under the
Contract Documents, including but not limited to (1) failure at any time to furnish sufficient labor or
supervision,sufficient materials or services(including but not limited to insurance and bonds)complying
with the Contract Documents, or sufficient or properly operating tools, equipment, or other items
necessary for the performance of the Work, (2) failure in any respect to prosecute the Work with
promptness and diligence, (3) causing any stoppage of, delay in, or interference with any work of City
or any others on the Project, (4) abandonment by Contractor of all or any part of the Work, or (5)
bankruptcy,insolvency or general assignment for the benefit of creditors by Contractor,Contractor shall
be in default, and if the default is not corrected to City's satisfaction within seventy-two (72) hours of
delivery of a written notice to Contractor to correct such default, City may, in addition to any other right
or remedy City may have,terminate the services of the Contractor and take possession of the Project and
of all materials, equipment, tools, construction equipment and machinery thereon owned by the
Contractor and finish the Work by whatever method the City may deem expedient to correct the default,
at Contractor's expense. In such case the Contractor shall not be entitled to receive any further payment
until the Work is finished. If such costs exceed the unpaid balance due to Contractor, the Contractor
will pay the difference to the City.
B. If City exercises its right to take over and complete any part or all of the Work, City and its
designees shall have access to and may take possession of Contractor's materials, tools, equipment, and
other items at the Project site,en route to the site,or in storage or being manufactured or fabricated away
from the site, as may be necessary to prosecute the Work taken over by City, and may employ
Contractor's employees or former employees, all without any liability to Contractor.
C. Contractor shall be liable for and shall pay to City all costs and expenses of whatsoever
nature incurred by City as a result of any default by Contractor, including but not limited to the cost of
labor, supervision,materials,tools,equipment, services,overhead,travel,and legal and accounting fees.
Contractor also shall be liable for and shall pay to City all charges, liabilities, fines, penalties, losses,
damages,and claims sustained by or assessed against City as a result of any delay or disruption resulting
from any default by Contractor. The total amount of such costs, expenses, charges, liabilities, fines,
penalties, losses, damages, and claims may be deducted by City from the amount, if any, otherwise due
Contractor, and Contractor shall pay City the full amount of any excess of such total over the amount
otherwise due Contractor.
D. No right or remedy conferred upon or reserved to City by the Contract Documents is
exclusive of any other right or remedy provided or permitted in the Contract Documents or by law or
equity,but each right or remedy is cumulative of every other right or remedy, and every right or remedy
may be enforced concurrently or from time to time. No exercise by City of any right or remedy shall
relieve Contractor from full and absolute responsibility for all of Contractor's obligations under the
Contract Documents.
E. No failure or delay of City to give notice to correct any default of Contractor or to exercise
any of City's rights or remedies shall waive or excuse the default, and City shall remain free to pursue
all rights and remedies. No failure of City to insist, in any one or more instances, upon the performance
of any of Contractor's obligations under the Contract Documents shall be deemed or construed as a
waiver or relinquishment of City's right to insist upon strict performance of the obligation in any future
instance.
F. If through no act or fault of the Contractor,the Work is suspended for a period of more than
ninety (90) days by the City or under an order of court or other public authority, or the City fails to act
on any request for payment within thirty (30) days after it is submitted, or the City fails to pay the
Contractor substantially the sum approved by the Resident Project Representative and Administrator,
then the Contractor may after ten (10) days from delivery of written notice to the City terminate the
Agreement and recover from the City payment for all Work executed.
G. The City, without terminating the service of the Contractor or written notice to the Surety,
through the Administrator may withhold, without prejudice to the rights of the City under the terms of
the Agreement, or on account of subsequently discovered evidence, nullify the whole or part of any
approved partial payment estimate to such extent as may be necessary to protect the City from loss on
account of(1)defective Work not remedied, (2) claims filed or reasonable evidence indicating probably
filing of claims, (3) failure of Contractor to make payments property to Subcontractors or for material
or labor,(4)a reasonable doubt that the Work can be completed for the balance then unpaid,(5)damages
to another contractor, or(6)performance of Work in violation of the terms of the Contract Documents.
ARTICLE XV
TERMINATION FOR CONVENIENCE
Notwithstanding anything contained herein to the contrary,City may,at any time,for any reason,
and without Contractor's being in default, terminate Contractor's performance of any part or all of the
Work for City's own convenience by giving written notice to Contractor. Upon receipt of notice of
termination for City's convenience, Contractor shall, to the extent directed by City, stop Work and turn
over to City or City's designee materials and equipment purchased for the Work. City shall pay
Contractor, in accordance with the Contract Documents, for only so much of the Work as is actually
performed as of the termination for convenience. City shall not be obligated to Contractor for any further
payment, including but not limited to prospective overhead or profit on unperformed Work. If a
termination by City of Contractor's right to proceed on the ground of default by Contractor is determined
later to have been improper,the termination automatically shall be converted to a termination for City's
convenience, and City's obligation to Contractor shall be limited to payment to Contractor as provided
in this Article.
ARTICLE XVI
COMPLIANCE WITH LAWS
A. Contractor shall comply strictly with all federal, state, and local laws, ordinances, rules,
regulations, orders, and the like applicable to the Work, including, but not limited to any applicable
prevailing wage and prompt payment laws and all U.S. Army Corps of Engineers guidelines, rules,
regulations, and criteria for Work within or adjacent to a flood control project area. Contractor shall
secure all permits from public and private sources necessary for the fulfillment of Contractor's
obligations under the Contract Documents.
B. With each Application for Payment submitted by Contractor to City, Contractor shall
include (a) a signed statement, in form acceptable to City, showing, for each weekly payroll period that
ended during the period covered by the Application for Payment, the name, address, social security
number,occupation,and craft of each worker employed by Contractor in connection with the Work and,
for each such worker, the number of hours worked each day, the total hours worked during the payroll
period, the gross amount earned, an itemization of all deductions, and the net wages paid and (b) a
corresponding statement from each Subcontractor of any tier that employed any workers in connection
with the Work during the period covered by the Application for Payment.
C. This Agreement shall be governed by and construed in accordance with the laws of the
State of Missouri.
ARTICLE XVII
LABOR STANDARDS PROVISIONS
A. MISSOURI PREVAILING WAGE LAW. Not less than the prevailing hourly rate of
wages established by the Missouri Department of Labor and Industrial Relations Division of Labor
Standards,as set out in the wage order set forth in Exhibit D attached to and made a part of, shall be paid
to all workers performing Work under the Agreement. An Affidavit of Compliance with the Prevailing
Wage Law as set forth in Exhibit L shall be completed by Contractor and every Subcontractor employed
on the Project prior to final payment. The Contractor will forfeit a penalty to the City of$100 per day
(or portion of a day) for each worker that is paid less than the prevailing rate for any Work done under
the contract by the Contractor or by any Subcontractor.
B. EXCESSIVE UNEMPLOYMENT. During periods of excessive unemployment (any
month immediately following two consecutive calendar months during which the level of unemployment
in the state has exceeded five percent(5%)as measured by the United States Bureau of Labor Statistics)
only Missouri labors(persons who have resided in Missouri for at least thirty days and intend to become
or remain Missouri residents) and laborers from non-restrictive states (persons who are residents of a
state which has not enacted state laws restricting Missouri laborers from working on public works
projects in that state, as determined by the Labor and Industrial Relations Commission), may be
employed under the contract, except that other laborers may be used when Missouri laborers or laborers
from nonrestrictive states are not available, or are incapable of performing the particular type of work
involved, if so certified by the Contractor and approved by the City.
C. UNDERPAYMENT OF WAGES. In case of underpayment of wages by the Contractor or
by any Subcontractors to laborers or mechanics employed by the Contractor or Subcontractor upon the
Work covered by this Agreement, the City, in addition to such other rights as may be afforded it under
this Agreement shall withhold from the Contractor, out of any payments due the Contractor, so much
thereof as the City may consider necessary to pay such laborers or mechanics the full amount of wages
required by this Agreement. The amount so withheld may be disbursed by the City, for and on account
of the Contractor or the Subcontractor(as may be appropriate), to the respective laborers or mechanics
to whom the same is due or on their behalf to plans, funds, or programs for any type of fringe benefit
prescribed in the applicable wage determination.
D. LIMITATIONS ON EMPLOYMENT. No person under the age of sixteen(16)years and
no person who, at the time, is serving sentence in a penal or correctional institution shall be employed
on the Work covered by this Agreement.
ARTICLE XVIII
EQUAL EMPLOYMENT OPPORTUNITY
The Contractor will not discriminate against any employee or applicant for employment because
of race, color,religion, sex, or national origin. The Contractor will take affirmative action to ensure that
applicants and employees are treated during employment, without regard to their race, color, religion,
sex, or national origin. Such action shall include, but not be limited to, employment, upgrading,
demotion,or transfer;recruitment,or recruitment advertising;layoff or termination;rates of pay or other
forms of compensation; and selection for training, including apprenticeship.
ARTICLE XIX
SUBCONTRACTS,ASSIGNMENT, OR TRANSFER
A. Except with the prior written consent of City, Contractor shall not assign this Agreement
or any money due or to become due Contractor or issue a subcontract or purchase order to any person or
entity for any or all of the Work. City's consent to any assignment, subcontract, or purchase order shall
not relieve Contractor from any obligation under the Contract Documents, nor shall it create any
obligation from City to any assignee, Subcontractor, or vendor.
B. Each subcontract or purchase order issued by Contractor for any of the Work shall be in
writing and shall provide that City is an intended third-party beneficiary of the subcontract or purchase
order.
C. The Contractor shall be fully responsible to the City for the acts and omissions of its
Subcontractors, and of person either directly or indirectly employed by them, as the Contractor is for the
acts and omissions of person directly employed by it.
D. The Contractor shall cause appropriate provisions to be inserted in all subcontracts relative
to the Work to bind Subcontractors to the Contractor by the terms of the Contract Documents insofar as
applicable to the Work of Subcontractors and give the Contractor the same power as regards terminating
any Subcontract that the City may exercise over the Contractor under any provision of the Contract
Documents. Nothing contained in this Agreement shall create any contractual relation between any
Subcontractor and the City.
E. Each subcontract or purchase order issued by Contractor for any of the Work shall provide
that it is freely assignable by Contractor to City. Contractor hereby assigns to City all its interest in any
present or future subcontract or purchase order issued by Contractor for any or all of the Work. This
assignment shall be effective upon acceptance by City in writing and only as to the specific
subcontract(s) and/or purchase order(s) that City designates in the writing. This assignment may be
accepted by City at any time, whether before or after final payment to Contractor, and may not be
withdrawn by Contractor without City's written consent.
ARTICLE XX
SEPARATE CONTRACTS
A. The City reserves the right enter into other contracts in connection with the Project. The
Contractor shall afford other contractors reasonable opportunity for the introduction and storage of their
materials and the execution of their Work, and shall properly connect and coordinate the work with
theirs. If the proper execution or results of any part of the Contractor's Work depends upon the work of
any other contractor, the Contractor shall inspect and promptly report to the Administrator any defects
in such work that render it unsuitable for such proper execution and results.
B. The City may perform additional work related to the Project or the City may enter into other
contracts containing provisions similar to these. The Contractor will afford the other contractors who are
parties to such contracts (or the City, if the City is performing the additional work) reasonable
opportunity for the introduction and storage of materials and equipment and the execution of work, and
shall properly connect and coordinate the Work with theirs.
C. If the performance of additional work by other contractors or the City is not noted in the
Contract Documents prior to the execution of the contract, written notice thereof shall be given to the
Contractor prior to starting any such addition work. If the Contractor believes that the performance of
such additional work by the City or others involves it in additional expense or entitles it to any extension
of the contract time the Contractor may make a claim thereof as provided in Article VII.
ARTICLE XXI
ACCESS TO SITE/CLEANING UP
A. Contractor shall ensure that the Work, at all times, is performed in a manner that affords
reasonable access, both vehicular and pedestrian, around the site of the Work and all adjacent areas.
B. Representatives of City may inspect or review any Work performed by Contractor, and
consult with Contractor, at any time. City's inspections or reviews shall not constitute acceptance or
approval of Work unless specifically stated in writing. Contractor shall meet with City at the request of
City.
C. Contractor shall at all times, during performance of the Work,keep the Project site clean and
free from debris resulting from the Work. Prior to discontinuing Work in an area, Contractor shall clean
the area and remove all rubbish and its construction equipment, tools, machinery, waste, and surplus
materials. Contractor shall make provisions to minimize and confine dust and debris resulting from
construction activities. If Contractor fails to comply with cleanup duties within twenty-four (24) hours
after written notification from City of non-compliance, City may implement cleanup measures without
further notice and deduct the cost from any amounts due or to become due Contractor.
ARTICLE XXII
COMPETENCE
Contractor represents and warrants that it maintains all necessary licenses, registration,
competence, and experience to perform all the Work.
ARTICLE XXIII
WARRANTY
A. Contractor shall exercise high professional skill, care, and diligence in the performance of
the Work, and shall carry out its responsibilities in accordance with customarily accepted good
professional practices. The Contractor shall guarantee all materials and equipment furnished and Work
performed for a period of one (1) year from the date of completion and acceptance of the Work. The
Contractor warrants and guarantees for one (1) year from the date of completion and acceptance of the
Work that the completed Work is free from all defects due to faulty materials or workmanship. The date
of completion for all scopes of work shall be the last date of acceptance of all Work in this Agreement.
Contractor shall promptly make such corrections as may be necessary by reason of such defects including
the repair of any other damages that were caused by defects in the Work, at its own expense. The City
will give notice of observed defects with reasonable promptness. In the event that the Contractor fails
to make such repairs, adjustments or other Work that may be necessary by such defects,the City may do
so and charge the Contractor the cost thereby incurred. In emergency where,in the judgment of the City,
delay would cause serious loss or damage, repairs and replacement of defects in the Work and damage
caused by defects may be made without notice being sent to the Contractor,and the Contractor shall pay
the cost thereof. The Performance Bond shall remain in full force and effect through the warranty period.
Neither final payment, Engineer's Final Certificate, nor any other provision in the Contract Documents
shall affect Contractor's obligation to complete the Work free of defects in workmanship and material.
B. Contractor shall remain solely responsible for the performance of the Work as required by
the Contract Documents, notwithstanding any suggestions or observations made by another person or
entity with respect to the Work.
C. This Article does not establish a period of limitation with respect to any obligation of
Contractor under the Contract Documents, and does not limit the time allowed by law for any action for
breach of such obligation.
ARTICLE XXIV
STORAGE OF MATERIALS AND EQUIPMENT
The Contractor shall provide at its own expense and without liability to the City any additional
land and access thereto that the Contractor may desire for temporary construction facilities,or for storage
of materials. Only materials and equipment that are to be used directly in the Work shall be brought to
and stored at the Project site by Contractor. After equipment is no longer required for the Work, it shall
be promptly removed from the Project site. Protection of construction materials and equipment stored at
the Project site from weather, theft, and all other casualty or damage is solely the responsibility of
Contractor.
ARTICLE XXV
TAXES
A Missouri Sales Tax Project Exemption Certificate (Missouri Department of Revenue Form
5060) will be provided by the City for the purchase of any materials or personal property incorporated
into or consumed in the Project, pursuant to RSMo 144.062. The Contractor will pay all other sales,
consumer,use and other similar taxes required by the State of Missouri or other taxing jurisdiction.
ARTICLE XXVI
SAFETY
A. Contractor shall be responsible for initiating, maintaining, and supervising all safety
precautions and programs in connection with performance of the Work and shall take reasonable
precautions for the safety of, and shall provide reasonable protection to prevent damage, injury, or loss
to(1)employees and other persons at the Project site or who may be affected by the Work, (2)materials
and equipment stored at on-site or off-site locations for use in performance of the Work, and (3) other
property at the Project site or in its vicinity, such as trees, shrubs, lawns, walks, pavements, roadways,
structures, and utilities not designated for removal, relocation, or replacement in the course of
construction.
B. Contractor shall give notices required by and comply strictly with applicable laws,
ordinances, rules, regulations, orders, and the like bearing on safety of persons or property or their
protection from damage, injury, or loss. The Contractor will erect and maintain, as required by the
conditions and progress of the Work,all necessary safeguards for safety and protections. The Contractor
will notify owners of adjacent utilities when prosecution of the Work may affect them. The Contractor
will remedy all damage, injury or loss to any property caused directly or indirectly, in whole or part, by
the Contractor, any Subcontractor or anyone directly or indirectly employed by any of them or anyone
whose acts any of them may be liable.
C. The Contractor shall exercise proper precaution at all times for the protection of persons
and property and shall be responsible for all damages to persons or property, either on or off the site,
which occur as a result of its prosecution of the Work. The safety provisions of applicable laws and
building and construction codes shall be observed and the Contractor shall take or cause to be taken,
such additional safety and health measures as the City may determine to be reasonably necessary.
D. Pursuant to Section 292.675 RSMo, Contractor shall provide a ten (10) hour Occupational
Safety and Health Administration (OSHA) construction safety program for all employees who will be
on-site at the Project. The construction safety program shall include a course in construction safety and
health that is approved by OSHA or a similar program approved by the Missouri Department of Labor
and Industrial Relations which is at least as stringent as an approved OSHA program as required by
Section 292.675 RSMo. Contractor shall require its on-site employees to complete a construction safety
program within sixty(60)days after the date Work on the Project commences. Contractor acknowledges
and agrees that any of Contractor's employees found on the Project site without documentation of the
successful completion of a construction safety program shall be required to produce such documentation
within twenty (20) days, or will be subject to removal from the Project. Contractor shall require all of
its Subcontractors to comply with the requirements of this Paragraph and Section 292.675 RSMo.
E. Contractor shall forfeit to the City as a penalty two thousand five hundred dollars
($2,500.00), plus one hundred dollars ($100.00) for each on-site employee employed by Contractor or
its Subcontractor, for each calendar day, or portion thereof, such on-site employee is employed without
the construction safety training required herein. The penalty described in this Paragraph shall not begin
to accrue until the time periods herein have elapsed. Violations of this requirement and imposition of
the penalty described in this Paragraph shall be investigated and determined by the Missouri Department
of Labor and Industrial Relations.
F. If City deems any part of the Work or the Project site unsafe, City, without assuming
responsibility for Contractor's safety program, may require Contractor to stop performance of the Work
or take corrective measures satisfactory to City, or both. If Contractor does not adopt corrective
measures, City may perform them or have them performed and deduct their cost from the Contract
Amount. Contractor shall make no claim for damages, for an increase in the Contract Amount, or for a
change in the time for performance of the Work based on Contractor's compliance with City's reasonable
request.
ARTICLE XXVII
AUTHORIZED EMPLOYEES
Contractor acknowledges that Section 285.530 RSMo prohibits any business entity or employer
from knowingly employing, hiring for employment, or continuing to employ an unauthorized alien to
perform work within the State of Missouri. Contractor therefore covenants that it is not knowingly in
violation of subsection 1 of Section 285.530 RSMo, and that it will not knowingly employ, hire for
employment, or continue to employ any unauthorized aliens to perform Work on the Project, and that its
employees are lawfully eligible to work in the United States.
ARTICLE XXVIII
INDEPENDENT CONTRACTOR
Contractor is an independent contractor, and neither Contractor or any Subcontractors, suppliers,
employees, or agents shall be deemed an employee or agent of City for any purpose.
ARTICLE XXIX
CONFLICT
Contractor shall promptly upon discovery notify City of any conflict, ambiguity or inconsistency
in the Contract Documents, or between any Contract Document and actual field conditions, and City
shall resolve such conflict, ambiguity or inconsistency in its sole discretion.
ARTICLE XXX
PERFORMANCE, PAYMENT, AND MAINTENANCE BONDS
The Contractor shall within ten (10) days after the receipt of the Notice of Award furnish the
City with a Performance Bond and Payment Bond in forms set forth in Exhibits A and B in an amount
at least equal to one hundred percent(100%) of the contract price, conditioned upon the performance by
the Contractor all undertakings,covenants,terms,conditions and agreements of the Contract Documents,
and upon the prompt payment by the Contractor to all persons supplying labor and materials in the
prosecution of the Work provided by the Contract Documents. Such bonds shall be executed by the
Contractor and a corporate bonding company licensed to transact such business in the state in which the
Work is to be performed and named on the current list of"Surety Companies Acceptable on Federal
Bonds"as published in the Treasury Department Circular Number 570 and shall have a rating of at least
"A-" from Best's. The expense of these bonds shall be borne by the Contractor. If at any time a surety
on any such bond is declared a bankrupt or loses its right to do business the state in which the Work is
to be performed or is removed from the list of Surety Companies accepted on Federal Bonds, Contractor
shall within ten(10)days after notice from the City to do so, substitute an acceptable bond(or bonds) in
such form and sum and signed by such other surety or sureties as may be satisfactory to the City. The
premiums on such bond shall be paid by the Contractor. No further payment shall be deemed due nor
shall payment be made to Contractor until the new surety or sureties shall have furnished an acceptable
bond to the City.
Contractor shall provide a maintenance bond in accordance with Exhibit C and in an amount equal to
50% of the cost of the Work, which shall be in effect for a term of two (2) years from the date that the
Owner issues a certificate of substantial completion for such improvement covered by the bond,
conditioned upon the faithful performance of the provisions, terms and conditions of this contract. The
maintenance bond shall name the Owner as an oblige.
ARTICLE XXXI
SEVERABILITY
Should any specific provision of this Agreement or other Contract Documents be found to be
unenforceable, the remaining provisions shall remain in full force and effect.
ARTICLE XXXII
NO PRESUMPTION AGAINST THE DRAFTER
No presumption or inference against the City shall be made because of the City's preparation of
this Agreement or other Contract Documents.
ARTICLE XXXIII
DISPUTES/ATTORNEY FEES
A. If a dispute arises out of or relates to this Agreement or other Contract Documents, or the
breach thereof, and if the dispute cannot be resolved through negotiation, City and Contractor shall first
try in good faith to resolve the dispute by mediation before resorting to litigation. Unless City and
Contractor agree otherwise,the mediation shall be administered by the American Arbitration Association
under its Construction Industry Mediation Rules.
B. In the event of litigation between Contractor and City concerning the Project or this
Agreement or other Contract Documents, the prevailing party shall be entitled to recover from the other
party its reasonable attorney fees, costs, and expenses arising from such litigation.
ARTICLE XXXIV
TITLES
The titles given to the Articles in this Agreement are for ease of reference only and shall not be
relied upon or cited for any other purpose. Specifically, but without limitation, the titles shall not define
or limit any of the provisions of any of the Articles.
ARTICLE XXXV
PROVISIONS REQUIRED BY LAW DEEMED INSERTED
Each and every provision of law and clause required by law to be inserted in this Agreement
shall be deemed to be inserted herein and this Agreement shall be read and enforced as though it were
included herein,and if through mistake or otherwise any such provision is not inserted,or is not correctly
inserted,then upon the application of either party this Agreement shall forthwith by physically amended
to make such insertion or correction. All such laws, orders and regulations are applicable to this Project
and are made a part hereof by reference.
ARTICLE XXXVI
ENTIRE AGREEMENT
This Agreement and the other Contract Documents constitute the entire agreement between the
parties with respect to their subject matter. Any prior agreements, understandings, or other matters,
whether oral or written, are of no further force or effect. Subject to Article VII of this Agreement, this
Agreement and any other Contract Document may be amended, changed, or supplemented only by
written agreement executed by both of the parties.
THIS AGREEMENT shall be binding on the parties only after it has been duly executed by City
and Contractor.
[THE REMAINDER OF THIS PAGE INTENTIONALLY LEFT BLANK]
IN WITNESS WHEREOF, the parties have caused this Agreement to be executed by their
authorized representatives.
APPROVED AS TO FORM:
ATTORNEY: V1A'\Y
By:
Attorney, )tt.v( l\ . C4 h t.1 e)
COUNTERSIGNED BY:
CITY PURCHAS
By:
B E. oral
ty Administrato
CITY OF RIVERSIDE:
By: 4,0,e,..„)4A.,
Kathleen L. Rose, Mayor • . ,EST:
•
Robin Kincai ,City Clerk
CONTRACTOR
Evergreen Skateparks
By:_ 02,4-1-A.Luti- ---
(Signature)
Printed Name: Catherine Coulon
Title: owner
ATTEST:
SECRETARY, William Coulon
(Name Printed)
IN WITNESS WHEREOF, the parties have caused this Agreement to be executed by their
authorized representatives.
APPROVED AS TO FORM:
:ORNEY.
P‘ NY
Attorney, c)C(Yç i\ . &AL?)
COUNTERSIGNED BY:
CITY PURCHASING AGENT:
By:
Brian E. Koral
City Administrator
CITY OF RIVERSIDE:
By: /O.'t.Atef-eAk.),4'- ? '
Kathleen L. Rose, Mayor .`, • .ATT T:
Robin Kincai , City Clerk
CONTRACTOR:
By:
(Signature)
Printed Name:
Title:
ATTEST:
SECRETARY,
(Name Printed)
EXHIBIT A
PERFORMANCE BOND
FOR THE FAITHFUL PERFORMANCE of each of the terms and stipulations of the AGREEMENT
between the CITY OF RIVERSIDE and CONTRACTOR,for construction of Renner Brenner Skatepark
Renovation (224-030), dated July , 2024, designated Resolution No. 2024- , in every particular,
Evergreen Skateparks, LLC as Principal, and
as Surety, hereby firmly bind themselves and their respective heirs, executors, administrators,
successors, and assigns,jointly and severally, unto the City of Riverside, Missouri, ("City") in the total
aggregate penal sum of Six Hundred Four Thousand Dollars ($604,000.00) lawful money of the United
States, by these presents:
THE CONDITION OF THIS OBLIGATION is such that in the event Principal shall faithfully
and properly complete the Work required by the Contract Documents described in the Agreement and
perform all of its duties, obligations, covenants, and conditions pursuant to the terms of the Contract
Documents during the original term thereof, and any extensions thereof which may be granted by the
City, including, without limitation, all warranty obligations and duties and if the Principal shall satisfy
all claims and demands incurred under such Agreement, and shall fully indemnify and hold harmless the
City from all costs and damages which it may suffer by reason of failure to do so, and shall reimburse
and repay the City for all outlay and expense which the City may incur in making good any default,then
this obligation shall be void, otherwise to remain in full force and effect.
PROVIDED FURTHER, Surety hereby stipulates and agrees that no change, extension of time,
alteration or addition to the terms of the Contract Documents or to the Work to be performed thereunder
or the specifications accompanying the same shall in any way affect its obligation on this Bond, and it
does hereby waive notice of any such change, extension of time, alteration or addition to the terms of
the Contract Documents or to the Work or to the specifications.
PROVIDED FURTHER, that it is expressly agreed that the bond shall be deemed amended
automatically and immediately, without formal and separate amendments hereto, upon amendment to the
Agreement not increasing the Agreement price more than twenty percent (20%), so as to bind the Principal
and the Surety to the full and faithful performance of the Agreement as so amended.The term"Amendment",
wherever used in this bond,and whether referring to this bond or the Agreement,shall include any alteration,
addition, extension, or modification of any character whatsoever.
The Performance Bond above is accepted by the City this day of ,2024.
CONTRACTOR AS PRINCIPAL
By:
(Signature)
Printed Name:
Title:
I hereby certify that (1) I have authority to execute
this document on behalf of Surety; (2) Surety has an
A.M. Best rating of A- or better; (3) Surety is named
in the current list of Companies Holding Certificates
of Authority as Acceptable Sureties on Federal Bonds
and Acceptable Reinsuring Companies: as published
in Circular 570 (most current revision) by the
Financial Management Service, Surety Bond Branch,
U.S. Department of the Treasury; and (4) Surety is
duly licensed to issue bonds in the State of Missouri
and in the jurisdiction in which the Project is located.
SURETY
By:
(Signature)
Printed Name:
Title:
Date:
Note:
• Date of Bond must NOT BE PRIOR TO DATE OF AGREEMENT.
• If Contractor is a partnership, all partners must execute the Bond.
SURETY POWER OF ATTORNEY MUST BE ATTACHED
EXHIBIT B
PAYMENT BOND
KNOW ALL PERSONS BY THESE PRESENTS: that Evergreen Skateparks, LLC a limited
liability corporation, hereinafter called Principal, and
hereinafter called Surety, are held and firmly bound unto the CITY OF RIVERSIDE, MISSOURI
("City"), and unto all persons, firms and corporations who or which may furnish labor, or who furnish
materials to perform as described under the Agreement and Contract Documents more fully described
below and to their successors and assigns in the total aggregate penal sum of Six Hundred Four Thousand
Dollars ($604,000.00) in lawful money of the United States, for the payment of which sum well and
truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns,jointly
and severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION is such that WHEREAS, the Principal entered into
a certain Agreement with the City,dated the day of July ,20 ,for the construction
of Renner Brenner Skatepark Renovation (224-030) approved by Resolution No. 2024- ;
NOW,THEREFORE,in the event Principal shall pay the prevailing hourly rate of wages for each
craft or type of worker required to execute the Work required by the Contract Documents described in
the Agreement in the locality as determined by the Department of Labor and Industrial Relations of
Missouri or by final judicial determination pursuant to the provisions of Sections 290.010 to 290.340
and 290.550 through 290.580, inclusive, of the Revised Statutes of Missouri, and shall timely pay to the
proper parties all amounts due for material, machinery, equipment and tools, consumed or used in
connection with the construction of such Work, and all insurance premiums, workers' compensation,
and all other kinds of insurance, on such Work, and for all labor performed in such Work whether by
Principal, Subcontractor, or otherwise, then this obligation to be void, otherwise to remain in full force
and effect, and the same may be sued on at the instance of any Subcontractor, material supplier, laborer,
mechanic, or other interested party, in the name of the City of Riverside, to the use of such parties, for
any breach of the considerations hereof.
Surety hereby stipulates and agrees that no change, extension of time, alteration or addition to
the terms of the Contract Documents or to the Work to be performed thereunder shall in any wise affect
its obligation on this Bond, and it does hereby waive notice of any such change, extension of time,
alteration or addition to the terms of the Contract Documents or to the Work.
The Payment Bond above is accepted by the City this day of , 2024.
CONTRACTOR AS PRINCIPAL
By:
(Signature)
Printed Name:
Title:
I hereby certify that (1) I have authority to execute
this document on behalf of Surety; (2) Surety has an
A.M. Best rating of A- or better; (3) Surety is named
in the current list of Companies Holding Certificates
of Authority as Acceptable Sureties on Federal Bonds
and Acceptable Reinsuring Companies: as published
in Circular 570 (most current revision) by the
Financial Management Service, Surety Bond Branch,
U.S. Department of the Treasury; and (4) Surety is
duly licensed to issue bonds in the State of Missouri
and in the jurisdiction in which the Project is located.
SURETY
By:
(Signature)
Printed Name:
Title:
Date:
Note:
• Date of Bond must NOT BE PRIOR TO DATE OF AGREEMENT
• If Contractor is a partnership, all partners must execute the Bond.
SURETY POWER OF ATTORNEY MUST BE ATTACHED
EXHIBIT C
MAINTENANCE BOND
TWO YEAR MAINTENANCE BOND
Bond Number:
CITY OF RIVERSIDE,MISSOURI
PROJECT: Renner Brenner Skatepark Renovation(224-030)
KNOW ALL MEN BY THESE PRESENTS, that we the undersigned Evergreen Skateparks, LLC, hereinafter
referred to as "Contractor", and Corporation organized under
the laws of the State of and authorized to transact business in the State of
, as Surety, are held and firmly bound unto the City of Riverside, Missouri
hereinafter referred to as "Owner" in the penal sum of Three Hundred Two Thousand dollars ($302,000.00),
lawful money of the United States of America for the payment of which sum,well and truly to be made,we bind
ourselves and our heirs,executors,administrators,successors,and assigns,jointly and severally by these presents.
THE CONDITION OF THE FOREGOING OBLIGATIONS IS SUCH THAT:
WHEREAS, the above bonded Contractor has, on the day of July, 2024, entered into a written
contract with the aforesaid Owner for furnishing all materials,equipment,tools,superintendence, labor,and other
facilities and accessories,for the construction of certain improvements as designated,defined and described in the
Contract Documents; a copy of which is made a part hereof by this reference.
NOW, THEREFORE, if the said Principal shall construct the improvements in such manner that the same shall
endure without need of any repairs (whether resulting from defective materials or defective workmanship) for a
period of two (2)years from and after the date of acceptance by the City of Riverside, then this obligation shall
be void, otherwise to be in full force and effect in which case Contractor and Surety shall be responsible for the
prompt payment of the penal sum to the City for such repairs and/or maintenance including any incidental costs
associated therein, including but not limited to the costs of consultants and/or engineering investigations,testing,
analysis and any other costs incurred to determine the cause of defect and/or the necessary repair and maintenance
and attorney fees incurred in the collection of this Bond.
PROVIDED FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change,
extension of time, alteration, or addition to the terms of the Contract Documents, or the work to be performed
thereunder, shall in any way affect its obligation on this bond and it does hereby waive notice of any change,
extension of time,alteration, or addition to the terms of the Contract Documents,or to the work.
IN TESTIMONY WHEREOF,the said Contractor has hereunto set his hand,and the said Surety has caused these
presents to be executed in its name, and its corporate seal to hereunto affixed, by its attorney-in-fact duly
authorized thereunto so to do, at on this the day of ,20 •
SURETY COMPANY CONTRACTOR
BY (SEAL) BY _(SEAL)
BY (SEAL)
(Attorney-in-fact)
BY (SEAL)
Accompany this bond with the Attorney-in-Fact's authority from the Surety Company (certified to include the
date of the bond.)
EXHIBIT D
PREVAILING WAGE RATES
Special Wage Determination: Prevailing hourly rates of wages follow, as determined by the Division of
Labor Standards, Jefferson City, Missouri.
EXHIBIT E
Time for Completion
Renner Brenner Skatepark Renovation (Project No. 224-030)
Time for Completion: 120 Calendar Days from Notice to Proceed
EXHIBIT F
SCOPE OF WORK for
Renner Brenner Skatepark Renovation (Project No. 224-030)
Contractor shall perform the following Work as more fully set forth in the Contract Documents:
All Work necessary to construct the Renner Brenner Skatepark Renovation as shown on and in
accordance with the Technical Specifications and/or Drawings referred to in Exhibit G to the Agreement.
The Work in the Project shall include but is not limited to the following:
• Construction Fencing
• Demolition and Site Preparation
• Construction Staking
• Erosion Control
• Earthwork
• Concrete Paving
• Stormwater Infrastructure
• Skatepark construction
• Site Restoration, Seeding and Planting
Contractor to provide all equipment, labor, and material necessary to perform the Project construction
and related work as shown in the Contract Documents. The Work includes, but is not limited to, the
following:
1. Schedule and Coordinate all necessary inspections.
2. Contractor shall coordinate with all utilities prior to the work starting, including contacting
underground locator services.
3. Include all temporary utility fees and permits.
4. Include 3`d party Special Inspections as required to demonstrate compliance with project
specifications, including but not limited to compaction and material testing. Proof rolls shall be
coordinated with City Engineer, Travis Hoover.
5. Include all surveying, layout and field engineering required for the performance of this work.
6. Provide digital photographs of the preconstruction, construction, and post construction site (see
Article IV Progress of Work/Submittals (F) for specifics)
7. Provide all weather provisions to meet the schedule set forth in the contract documents.
8. Provide clean up associated with the contractors work. Site is to remain free of debris during the
construction process.
EXHIBIT F
SCOPE OF WORK—Project Location
Renner Brenner Site Park, 2901 NW Vivion Rd, Riverside, MO 64150
EXHIBIT G
TECHNICAL SPECIFICATIONS
Renner Brenner Skatepark Renovation (Project No. 224-030)
The following Specifications govern Contractor's performance of the Work:
ENUMERATION OF SPECIFICATIONS AND ADDENDA:
Following are the Specifications and Addenda governing the work, which form a part of this contract,
as set forth the Contract Documents:
DIVISION 1 —GENERAL REQUIREMENTS
Section Description
010200 GENERAL REQUIREMENTS
01015 CONTRACTOR USE OF PREMISES
01030 SPECIAL CONDITIONS
01040 COORDINATION
01051 CONSTRUCTION SURVEY AND STAKING
01060 STANDARD SPECIFICATIONS AND PLANS
01270 MEASUREMENT AND PAYMENT
01320 CONSTRUCTION SCHEDULE
01330 SUBMITTALS
01410 TESTING LABORATORY SERVICES
01550 EROSION AND SEDIMENT CONTROL
015639 TEMPORARY TREE AND PLANT PROTECTION
DIVISION 3—CONCRETE
Section Description
03 11 00 CONCRETE FORMING
03 20 00 CONCRETE REINFORCING
03 30 00 CAST-IN-PLACE CONCRETE
03 30 10 PORTLAND CEMENT CONCRETE
03 37 00 SPECIALTY PLACED CONCRETE
03 37 13 SHOTCRETE
03 60 00 GROUTING
DIVISION 5—METALS
Section Description
05 50 00 METAL FABRICATIONS
05 52 13 PIPE AND TUBE RAILINGS
DIVISION 31 —EARTHWORK
Section Description
31 10 00 SITE CLEARING
31 22 00 GRADING
31 23 00 EXCAVATING, BACKFILLING AND COMPACTING
DIVISION 32—EXTERIOR IMPROVEMENTS
Section Description
32 11 24 AGGREGATE BASE COURSE
32 91 13 SOIL PREPARATION
32 92 00 TURF AND GRASSES
DIVISION 33—UTILITIES
Section Description
33 46 00 SUBDRAINAGE SYSTEMS
ADDENDA:
No. Date
No. Date
No. Date
No. Date
No. Date
No. Date
EXHIBIT H
CITY OF
RIVERSI
MISSOURI
Upstream from ordinary.
NOTICE TO PROCEED
DATE:
PROJECT: Renner Brenner Skatepark Renovation
PROJECT NO.: 224-030
RESO: (approved )
TO: Contractor:
(address)
You are hereby notified to commence work on or after the day of , 20 in accordance with
the Agreement dated
The date of substantial completion is / /20 . The project shall be completed and ready for final
payment by
CITY OF RIVERSIDE
BY:
Brian E. Koral, City Administrator
Receipt of the above NOTICE TO PROCEED is hereby acknowledged
BY:
(Signature) (Printed)
(Title) (Company)
this the day of , 2024.
EXHIBIT I
APPLICATION FOR PAYMENT
Continuation Sheet for Application for Payment
(Contact Capital Projects and Parks Manager,Noel Bennion with the City of Riverside for an
electronic version nbennionna riversidemo.Eov or by calling 816-372-9028)
CTTY OF RIVERSI PAY APPLICATION NO.
Date Prepared:
Project No.
City of Riverside Page Number:1 of_
2950 NW Vivian Road Project Name 9 of Pgs Attached:
Riverside Missouri,64150
A Original Contract Amount: F Value of Work to Date: $ - tiro.Schedule&val„es row ofratcn.olaeeee Wei
a Net change by Change Orders: G Value of Completed to Date: $ - (=F♦D)
C Present Contract Amount(Line 1 e/-Line 2) $ -
D Value of Stored Materials to Date: $ - H Net Amount: $ - (di-E)
E Percent Retainage: $ = i Less Previous Payments: $ - patal el al Penurt Pe/apq/maw
Amount Due this Application: $ -
K Balance to Finish Project.Including Retainage $ - (oC-I-1)
%Project Complete to Date' SDIV/0!
CONTRACTOR'S Certnccabon for payment
The urdersgnein CONTRACTOR certifies that(1)an prevot. ON-SITE PROJECT Manager:
progress payments receneo from OWNER on account of Work Construction Manager:
none under the Contract efer,eu to above have been app.ed is
discharge in full a1 otngatnns of CONTRACTOR incurred r- ENGINEER'S Gerd/Wagon for Payment Name Printed
connection Olin Wort covered by current and prior Appleations In accordance antic tie Contract Documents based on on-sue
for Payments.(2)tile to at Work malenals and equipment observations and the data composing Ih5 application the
Scored
incorporated in said Work or otherwise cored,n or covered W tubs 6lgareer cen:Aes to the Owner Mat to the best W Me
Application for Payment r.1 pass to Owner at nme of payment Engineer's knowledge Information and belief the'Work has Date
free and clear of a!'.lien(tarts Senart)/nterest and progressed as indicated the quakth of the Work IS in
encumbrances(except such as are covered by Bond acceptable accordance wen the Contract Documents and the
to OWNER indemnifying OWNER against any such ken[tarn Contractor 5 omitted to payment of the AMOUNT
sec arty interest or encunorance)and(3)all WOO(covered try CERTIFIED s
tics Application for Payment 5 in accordance with the Contract CITY OF RIVERSIDE.MO
Documents
Engineer: City Engineer
Coectractor Name Punted Trav-:!I' v-i Signed Date
Name Punted. -
Signed _ _ City Administrator:
Signed Date titian Korai *Pod Date
Date
Phone No. Address:
Address:
EXHIBIT J
CHANGE ORDER
(Contact Capital Projects and Parks Manager, Noel Bennion with the City of Riverside for an
electronic version nbennion(&,riversidemo.gov or by calling 816-372-9028)
CITY OF CHANGE ORDER NO. Cate Papered
RIVERS
MissoURt Contractor Name:
►noted Mena Page Nuneer Ia
Prefect Number: a of Pgs Alex hied
CmRnct Dena: The blowing changes to tie anginal contract amount were required to cover cost incurred by
Panted Locaedn;Riverside,Missouri the Contracbr or to reiect savings realized by the Contractor as a result of a change in the
actual corsntMd quantities from tine estimated quantities shown on the Bid Proposal.
REQUIRED CHANGES IN PRESENT CONTRACT
Contract or Contract or I Contract or New or New or New or
Line tem No. Previous PrMlws Previous Unit tem Description&Reason for Change Order Adjusted Adjusted Adjusted
Quantity Unit Price Amount Quantity Unit Pnce Amount
i0.00 - S0.00
i0.00 S0.00
S0.00 $0.00
$0.00 S0.00
$0.00 $0.00
S0.00 S0.00I
Previous T I $0.00 Adjusted Total $0 00
Net Change $0 00
Statement of Contract
Qignal Contract Amount S0.00
Net Anoint of Prevtors Additions and Deductions 50.00
Net Contract Amount Prior to This Request 50.00
Amount of This Request a $0.00
New Contract Amount $0.00
Percent Change in Contract Amount r #DIV/0!
DESIGN ENGINEER CITY OF RIVERSIDE,MISSOURI:
compen), City Engineer:
Noma Primee _...— Travis Hoover Sgmd �^_..
stand City Administrator:
sari Brian Koral Signed Dare
CONTRACTOR: ON-SITE PROJECT MANAGER:
CONTRACTOR'S Certification for Change Order: ON-SITE PROJECT MANAGER Certification for Change Order:
The undeagrred CONTRACTOR certif.that all changes In accordance with the Contract Documents.the onSte obsenetiom and
dascnbed store are necessary m oder Ar the CONTRACTOR to the data canpnsirg Urns change order.the on-she protect manager carries
proceed oath execution of the contract documents and that the to the Ownr drat to the best at the an-site prgect managers knowteoge
aloes stated*bore are correct oath respect to ifre wok iradnnatnn and betel the above referenced changes we necessary In order to
anticipated under this change order proceed with the execution of the contract documents and that the aloes
stated Noose are correct oath respect to the work anticipated under this change artier
Company Company
Name Primed Name Pnnle?
signed Sgnec
Date Dare
CITY OF EXHIBIT K
RIVERSIQE
"""°"R Certificate of Substantial Completion
(to be completed after substantial completion of the project)
Project Name: Renner Brenner Skatepark Renovation Project#: 224-030
Requestor of Project: City of Riverside
This [tentative] [definite] Certificate of Substantial Completion applies to:
0 All Work under the Contract Documents: 0 The following specified portions of the Work:
Date of Substantial Completion
The Work to which this Certificate applies has been inspected by authorized representatives of the City,
Contractor, and the Engineer, and found to be substantially complete. The Date of Substantial
Completion of the Project or portion thereof designated above is hereby declared and is also the date of
commencement of applicable warranties required by the Contract Documents, except as stated below.
A [tentative] [definitive] list of items to be completed or corrected is attached hereto. This list may not
be all-inclusive, and the failure to include any items on such list does not alter the responsibility of the
Contractor to complete all Work in accordance with the Contract Documents.
The responsibilities between the City and Contractor for security,operation, safety,maintenance,
heat,utilities, insurance and warranties shall be as provided in the Contract Documents except as
amended as follows:
❑Amended Responsibilities ❑Not Amended
The City's Amended Responsibilities:
Contractor's Amended Responsibilities:
The following documents are attached to and made part of this Certificate:
This Certificate does not constitute an acceptance of Work not in accordance with the Contract
Documents nor is it a release of Contractor's obligation to complete the Work in accordance with
the Contract Documents.
Executed by Engineer (Print& Sign) Date
Accepted by Contractor (Print& Sign) Date
Accepted by the City (Print& Sign) Date
EXHIBIT L
AFFIDAVIT OF COMPLIANCE WITH THE PREVAILING WAGE LAW
(to be completed at conclusion of project)
I, , upon being duly sworn upon my oath state that:
(1)Iamthe of
(2)all requirements of Section 290.210 to 290.340.RSMo,pertaining to the payment of wages to workers
employed on public works projects have been fully satisfied with regard to this Contractor's work on Renner
Brenner Skatepark Renovation (Project No.224-030);
(3) I have reviewed and am familiar with the labor standards provisions and prevailing wage rules
established by the Missouri Department of Labor and Industrial Relations Division of Labor Standards;
(4) based upon my knowledge of these rules, including all occupational titles set out in the applicable
regulations,I have completed full and accurate records clearly indicating:
(a)the names,occupations,and crafts of every worker employed by this Company in connection with this
Project together with an accurate record of the number of hours worked by each worker and the actual
wages paid for each class or type of work performed,
(b)the payroll deductions that have been made for each worker,and
(c)the amounts paid to provide fringe benefits, if any, for each worker;
(5)the amounts paid to provide fringe benefits, if any,were irrevocable paid to a trustee or to a third party
pursuant to a fund, plan, or program on behalf of the workers;
(6)these payroll records are kept and have been provided for inspection to the authorized representative
of the City of Riverside and will be available,as often as may be necessary,to such City and such other regulatory
agencies as may be deemed necessary;
(7)such records shall not be destroyed or removed from the State of Missouri for one(1)year following
the completion of Contractor's work on this Project;
(8)when in effect,the requirements of Sections 290.550 through 290.580 RSMo.Pertaining to excessive
unemployment were fully satisfied;and
(9)there has been no exception to the full and complete compliance with the provisions and requirements
of the wage orders applicable to the Agreement and Contract Documents.
The matters stated herein are true to the best of my information, knowledge, and belief. I acknowledge
that the falsification of any information set out herein may subject me to criminal prosecution.
Contractor Signature
Printed Name
Subscribed and sworn to me this day of ,20
Notary Public
My Commission expires:
EXHIBIT M
ANTI-DISCRIMINATION AGAINST ISRAEL ACT CERTIFICATION
Pursuant to RSMo. §34.600,a public entity shall not enter into a contract to acquire or dispose of services,
supplies,information technology,or construction valued at$100,000,or with a contractor having ten or more
employees,unless the contract includes a written certification that the person or company is not currently
engaged in,and shall not,for the duration of the contract,engage in a boycott of:
Goods or services from the State of Israel;
Companies doing business in,or with,Israel
Companies authorized by, licensed by,or organized under,the laws of the State of Israel;or
Persons or entities doing business in the State of Israel.
For a definition of the term"boycott",please refer to RSMo. §34.600.3.
By signing below,the entity agrees and certifies that it does not currently,and will not for the duration of this
contract,engage in any of the types of boycotts listed above.
Contractor:
By:
Name: Catherine Coulon
Title: owner
EXHIBIT N
CONTRACTOR AFFIDAVIT FOR FINAL PAYMENT
(to be completed at conclusion of project)
Renner Brenner Skatepark Renovation (Project No. 224-030)
STATE OF )
) SS:
COUNTY OF _ )
The Undersigned, of lawful age,being first duly sworn, states under oath
as follows:
1. I am the of who is the
general CONTRACTOR on the above referenced project.
2. All payrolls,material bills,use of equipment and other indebtedness connected with the Work for this Project have
been paid and all Claims of whatever nature have been satisfied,as required by the Contract.
3. ( ) Prevailing wage does not apply;or
( ) All provisions and requirements set forth in Chapter 290, Section 290.210 through and including 290.340,
Missouri Revised Statutes,pertaining to the payment of wages to workmen employed on public works projects
have been fully satisfied and there has been no exception to the full and complete compliance with these
provisions and requirements and the Annual Wage Order contained in the Contract in carrying out the Contract
and Work. CONTRACTOR has fully complied with the requirements of the prevailing wage law as required
in the Contract and has attached affidavits from all Subcontractors on this Project,regardless of tier,affirming
compliance with the prevailing wage law as stipulated in the Contract.
4. CONTRACTOR certifies that each Subcontractor has received full payment for its respective work in connection
with the Contract.
5. This affidavit is made in behalf of the CONTRACTOR for the purpose of securing from the City of Riverside,
Missouri,the certification of completion of the Project and receiving payment therefore.
CONTRACTOR
By
Title
On this day of , 20_ before me appeared
, to me personally known to be the
of , and who
executed the foregoing instrument and acknowledged that (s)he executed the same on behalf of
as its free act and deed.
IN WITNESS WHEREOF,I have hereunto set my hand and affixed my official seal on the day and year first
above written.
My commission expires: Notary Public
EXHIBIT 0
SUBCONTRACTOR AFFIDAVIT FOR FINAL PAYMENT
(to be completed at conclusion of project)
Renner Brenner Skatepark Renovation (Project No. 224-0301
STATE OF )
) SS:
COUNTY OF )
After being duly sworn the person whose name and signature appears below hereby states under penalty of perjury that:
1. 1 am the duly authorized officer of the business indicated below (hereinafter Subcontractor)and I make this affidavit on
behalf of Subcontractor in accordance with the requirements set forth in Section 290.290, RSMo. Subcontractor has
completed all of the Work required under the terms and conditions of a subcontract as follows:
Subcontract with: ,Contractor
Work Performed:
Total Dollar Amount of Subcontract and all Change Orders: $
2. Subcontractor fully complied with the provisions and requirements of the Missouri Prevailing Wage Law set forth in
Sections 290.210,RSMo through 290.340,RSMo.
Business Entity Type: Subcontractor's Legal Name and Address
( )Missouri Corporation
( )Foreign Corporation
( )Fictitious Name Corporation
( )Sole Proprietor
( )Limited Liability Company Phone No.
( )Partnership Fax:
( )Joint Venture E:mail:
( )Other(Specify) Federal ID No.
I hereby certify that I have the authority to execute this affidavit on behalf of Subcontractor.
By:
(Signature) (Print Name)
(Title) (Date)
NOTARY
Subscribed and sworn to before me this day of ,20
My Commission Expires:
(Signature)
EXHIBIT P
ENGINEER/CONSULTANT'S CERTIFICATION
For Acceptance and Final Payment
(to be completed at conclusion of project)
City of Riverside, Missouri
Project Name: Renner Brenner Skatepark Renovation
Project No: 224-030
Contractor:
Contract Date:
Date of Completion and Acceptance:
The Contractor has notified me that he has completed all work in accordance with the Contract Documents
and that it is functioning properly.
I hereby certify that a final inspection of all work under the Contract Documents was conducted by me
and to the best of my knowledge;the work has been completed in accordance with the drawings and specifications
and is functioning properly.
I have approved all payment estimates, and prepared and received approval of all change orders. I have
received the required certifications; instructions for operating the equipment, manuals, and other documents that
are applicable to this project from the Contractor and have delivered them to the City.
The City is now responsible for the security, operation, safety, maintenance,and insurance as applicable
to the project. The Contractor will warranty all specified work for a period of one (1)year(or a longer period if
governed by Missouri Statutes) from this date of completion. Notification has been given to the proper
Government agencies that the work is completed.
I recommend, under the provision of the Contract Documents that the Work be accepted and that final
payment be made.
Executed by the Engineer on this day of , 20
Signature:
(SEAL)
Typed Name:
cc: Contractor
DIVISION 1 - GENERAL REQUIREMENTS
SECTION 010200— GENERAL REQUIREMENTS
PART 1 - GENERAL
1.1 SUMMARY
A. All work contained in this Section is considered specialty Skateboard Park
construction. Only those contractors that meet the minimum experience requirements
contained in the QUALITY ASSURANCE Section of this specification may perform this
work as specified herein.
B. This section identifies the qualifications that the Bidder shall meet prior to the award of
the contract.
C. Complete qualifications (paragraph 1.8 SUBMITTALS) and this form must be turned in
WITH THE BID.
1.2 REGULATIONS
A. The work shall conform to requirements of the American Concrete Institute (ACI) and
International Building Code (IBC) and/or Uniform Statewide Building Code (USB) for
concrete finishing, as supplemented and modified on drawings of herein.
1.3 REFERENCE STANDARDS:
A. The Concrete Finishing shall conform to requirements of the following Reference
Standards or as modified and supplemented on drawings hereinafter
1. American Concrete Institute (ACI) Specifications for Structural Concrete for
Buildings ACI 301
2. ACI Recommended Practice for Cold Weather Concreting, ACI 306
3. ACI Recommended Practice for Hot Weather Concreting, ACI 605
4. Comply with ASTM F2480 Standard Guide for In-ground Skatepark
1.4 QUALITY ASSURANCE:
A. Skateboard Parks are not considered standard concrete flatwork. Where indicated to
be exposed, Skateboard Park concrete is architecturally finished concrete represented
in the form of complex and unique shapes. Typical Skateboard Park features will
incorporate concave and convex transitioning between surfaces, which require the
specified finishes to sculpturally blend along compound radius curves. It is critical that
Skateboard Park concrete work be completed with a high level of precision for the
skate facility to function properly and safely. Special care must be taken to provide the
specified finished surfaces without gravel pockets, and other defects/defacements. The
SKATEPARK DESIGNER shall inspect concrete after removal of forms and before
concrete repair work begins. Concrete that does not meet the requirements of the
specifications shall be rejected by the SKATEPARK DESIGNER and removed and
replaced in its entirety by the Contractor at the Contractors expense.
1.5 MEASUREMENTS AND PAYMENTS
Renner Brenner Park 010200 - 1 May 2024
Skatepark Renovation GENERAL REQUIREMENTS Bid Set
A. Quantities: As shown on Drawings. It is the responsibility of the Contractor to verify the
quantity of each bid item prior to submission of bid.
1.6 COORDINATION
A. Ordering Materials: Order and schedule materials in ample time to avoid delays in
construction. If an item is found to be unavailable, notify the CITY OF RIVERSIDE
immediately.
1.7 FIELD ENGINEERING
A. Property lines and existing improvements are indicated on Drawings. Contractor shall
establish primary construction control lines and be responsible for accuracy of the
layout of his work. Verify all lines, levels and dimensions shown on Drawings. Report
any errors or discrepancies to SKATEPARK DESIGNER before proceeding with the
work. Verify location of all underground utilities with local utility company.
1.8 SUBMITTALS
A. CONTRACTOR "QUALIFICATIONS" EXPERIENCE
1. To be considered a qualified and responsible Bidder, the Bidder shall provide
documentation establishing the "Bidder and Designated Superintendent and
Crew" have satisfied the experience requirements listed below. At a minimum,
the Bidder shall provide resumes of the Lead Superintendent. At a minimum
qualified Lead Superintendent must be present on-site throughout the entire
project construction:
a. Shall have constructed a minimum of (7) seven concrete cast-in-place
skateparks within the past (5) five years under listed company name.
b. Shall have experience in renovating and resurfacing concrete skateparks.
Please provide (3) three examples of concrete cast-in-place skateparks
with dates of completion.
c. Experience of completing at least (5) five skatepark 10,000 sq. ft. or larger
in the last (5) five years as a specialty sub-contractor or contractor with the
inclusion of a bowl with pool coping, street features and intermediate area.
Provide list of completed skateparks with references.
d. Installation of storm drainage systems in conjunction with Skateboard park
components.
e. Shaping of earthwork to specified radius.
f. Experience creating the following in facilities specifically intended for
skateboarding: cast in place concave and convex shaped concrete
elements containing compound radius curves that must be precisely
shaped in order to function as intended.
Renner Brenner Park 010200 - 2 May 2024
Skatepark Renovation GENERAL REQUIREMENTS Bid Set
g. Shall have experience with integral colored concrete implementation and
concrete skateable art elements.
h. Experience in application of vertical and horizontal shotcrete work,
including horizontal and vertical radius transitions that include compound
radius curves and blends, formed concrete, grinding rails, and associated
concrete reinforcement as needed.
i. The Contractor shall be skilled with the installation of steel coping edges,
smooth flowing seamless transition areas, and smooth trowel concrete
finish work.
j. Experience in layout, fabrication, and construction of the steel coping.
k. Experience in installation of concrete flatwork between bowled areas.
I. List skatepark construction experience in cold weather climates.
1.9 PROTECTION
A. Protect persons and adjacent materials and finishes from dust, dirt and other surface or
physical damage during finishing operations, including materials driven by wind.
1.10 REPAIRS:
A. Immediately after the removal of forms inspect all surfaces for defects.
B. Repair or patch defects only after defects are inspected by the SKATEPARK
DESIGNER and then only with the SKATEPARK DESIGNER'S permission. Do all
cutting and repair within 48 hours after removal of forms; cure repairs same as the new
concrete.
1.11 FINISHES FOR UNFORMED SURFACES:
A. Screed all slabs, for whatever finishes, to true levels or slopes, work surfaces only to
the degree required to produce the desired finish; do no finish in areas where the water
has accumulated until they have been drained and excess moisture has dried.
Carefully finish all joints and edges with proper tools, unless otherwise specified.
B. Hard Trowel Finish: After floated surface is firm enough to receive steel trowels, trowel
at least two complete passes, or until the last stage before blackening. Leave no trowel
marks discernible to the touch. Do not use excessive water, especially on the last pass.
C. Light Broom Finish: Concrete walkway as identified on plans.
1.12 CURING:
A. Protect concrete surfaces against rapid drying. Apply clear spray-on cure agent after
final finish is achieved. Keep sealed with cure agent for necessary amount of time to
Renner Brenner Park 010200 - 3 May 2024
Skatepark Renovation GENERAL REQUIREMENTS Bid Set
reach concrete strength and inhibit moisture loss after placing per manufacturer's
recommendation.
B. During the Curing: In addition to the initial overnight curing, continue final curing
operations until the cumulative number of days or fractions thereof (not necessarily
consecutive) occurs, during which time the temperature of the air in contact with the
concrete is above 50 degrees F, equals 7 days. Curing period considered done when
compressive strength is reached. If high-early strength concrete has been used
continue final curing operation for 3 days total time, calculated as before. Take care to
prevent rapid drying at the end of the curing period. Early removal of forms will not be
approved when forms are removed during the curing period.
1.13 INSPECTION:
A. Contractor shall notify SKATEPARK DESIGNER that they are starting concrete finish
repair work at least 5 days prior to the beginning of work.
1.14 PROTECTION AND SITE SECURITY FROM VANDALISM: It shall be the contractor's
responsibility to protect the site from theft and vandalism.
1.15 CONCRETE JOINTS
A. Cleaning: The entire joint shall be thoroughly cleaned and wetted prior to the
application of additional shotcrete.
B. Reinforcement: Make joints perpendicular to the main reinforcement. Continue
reinforcement across joints.
C. All control and construction joints and saw cuts to be sealed and caulked (limestone
gray polyurethane sealant).
1.16 CONCRETE CURING AND PROTECTION
A. Curing Agent: Apply curing agent, blankets. or plastic after final finish is achieved.
CONTRACTOR to remove cure agent at end of cure period and power wash all walls
prior to final acceptance.
1.17 REJECTIONS
A. Defects in the shotcrete including lack of uniformity, exhibits segregation
honeycombing, or lamination or which contains any dry patches, slugs. voids or
pockets shall be rejected by the SKATEPARK DESIGNER. The CONTRACTOR in
charge of the specific scope of work shall remove and replace the mockup for the
SKATEPARK DESIGNER'S approval at no additional cost to the CITY OF
RIVERSIDE.
Renner Brenner Park 010200 - 4 May 2024
Skatepark Renovation GENERAL REQUIREMENTS Bid Set
B. Radial wall finishes shall consist of smooth, hard, uniform surface of smooth trowel with
a level tolerance of 1/10" within 10 feet when tested with a 10-foot steel radial
straightedge placed on the surface horizontally and vertically. Grinding the surfaces will
not be an acceptable means of achieving the intended radii and uniformity shall be
approved by the SKATEPARK DESIGNER. If rejected, the CONTRACTOR in charge
of the specific scope of work shall remove and replace for the SKATEPARK
DESIGNER'S approval at no additional cost to the CITY OF RIVERSIDE.
1.18 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS
A. General Reference Points: Before starting work, locate all general reference points.
Take such steps as necessary to prevent their dislocation or destruction. If destroyed
or disturbed, replace as directed.
B. Project Construction Limits: The contractor is to confine his activities to the Owner's
property and to that portion of the project reasonably adjacent to the actual
construction area. Clean-up of work area is required at the end of each day's work.
C. Sanitary Facilities: Provide temporary toilets, wash facilities, and drinking water for use
of construction personnel. Comply with requirements of authorities having jurisdiction
for type, number, location, operation, and maintenance of fixtures and facilities.
1.19 TEMPORARY UTILITIES
A. Contractor to provide own job trailer. Verify Trailer location with Owner's
Representative.
1.20 BARRIERS
A. Construct necessary barricades, fences, railings, signs, and temporary enclosures as
required during construction period. Remove barriers prior to final completion and
repair surfaces damaged by erection of barricades.
1.21 SUBSURFACE WATER CONTROL
A. Perform pumping, trenching, damming and underdraining necessary to keep site free
from water during construction. Dispose of water in manner acceptable to the local
regulation, taking care to ensure that no existing water disposal facilities are impeded,
clogged, damaged, or interfered with.
1.22 TRAFFIC REGULATION
A. Restrictions: The Contractor shall so conduct his operations as to cause the least
possible obstruction and inconvenience to the Owner.
B. Traffic control required to adhere to (MUTCD) Manual of Uniform Traffic Control
Devices requirements. Review with Owner's Representative prior to starting work.
1.23 PROJECT IDENTIFICATION SIGNS
Renner Brenner Park 010200 - 5 May 2024
Skatepark Renovation GENERAL REQUIREMENTS Bid Set
A. Project Signs: None Required
1.24 STORAGE AND PROTECTION
A. Storage: Contractor is responsible for storing materials as to ensure the preservation of
their quality and fitness for work. Stored materials shall be located so as to facilitate
prompt inspection.
B. Protection: Contractor is responsible for adequate protection of all materials to be used
on project from damage and where applicable. intrusions of moisture.
1.25 FINAL CLEAN-UP
A. Upon completion of any portion of work, promptly remove temporary facilities
generated by that portion of the work including surplus materials, equipment and
machinery if so, directed by the SKATEPARK DESIGNER, or the CITY OF
RIVERSIDE; upon completion of the work, completely remove remaining temporary
facilities. The Contractor shall also clean up street, and adjacent work areas.
1.26 PROJECT RECORD DRAWINGS
A. Project Documents: Maintain at job site one copy of all Drawings, Specifications,
Addenda, approved Shop Drawings, Change Orders, Field Orders, other Contract
modifications, and other approved documents submitted by Contractor in compliance
with various sections of the Specifications.
B. Project Record Drawings:
1. Upon commencement of project, obtain and clearly mark one complete set of
drawings ''Record Drawings" to be maintained neat, clean, protected and marked
clearly with red pencil showing all deviations from the drawings.
2. Information given shall include, but not be limited to, the location of underground
utilities and appurtenances, irrigation lines and equipment, provided under this
contract, referenced to permanent surface improvements.
3. Keep Project Record Document current. Do not permanently conceal any work
until required information has been recorded and required inspections have taken
place and been signed off and dated.
1.27 PROJECT COMPLETION SUBMITTALS
A. Upon completion of the Project and prior to final acceptance, submit to the CITY OF
RIVERSIDE an original set of Project Record Drawings.
1.28 GUARANTEES
A. Provide written certification that all work has been completed in strict compliance with
Drawings and Specifications before requesting final inspection.
Renner Brenner Park 010200 - 6 May 2024
Skatepark Renovation GENERAL REQUIREMENTS Bid Set
1.29 FINAL PUNCH LIST
A. CITY OF RIVERSIDE AND SKATEPARK DESIGNER Representative shall prepare
punch list when notified by Contractor that work is completed. CITY OF RIVERSIDE
AND SKATEPARK DESIGNER Representative will conduct one final inspection only.
(Note: Failure of CITY OF RIVERSIDE OR SKATEPARK DESIGNER Representative
to include any items on punch list does not alter responsibility of Contractor to
complete work in accordance with Contract Documents.) Deliver all items called for
herein under various specification sections to CITY OF RIVERSIDE Representative at
completion of work.
END OF SECTION 010200
Renner Brenner Park 010200 - 7 May 2024
Skatepark Renovation GENERAL REQUIREMENTS Bid Set
01015 CONTRACTOR USE OF PREMISES
The Contractor shall confine all construction activities to the limits of the project right-of-way and
easements. Any additional easements and access to private property that are desired outside the project
limits are the responsibility of the Contractor.
If the Contractor desires access to private property that is outside the project limits, the Contractor shall
obtain a written agreement between the Property Owner and the Contractor and submit this written
agreement to the City prior to accessing the private property.
01030 SPECIAL CONDITIONS
A. Examination of the Site: Bidders may visit the site and inform themselves of all conditions
presently existing. Failure to visit the site will in no way relieve the successful bidder from the
necessity of furnishing all materials and performing all work required to complete the work in
accordance with the specifications.
B. Measurements: Any dimensions provided shall be verified by the Contractor. Any discrepancies
between the specifications and the existing conditions shall be referred to the Owner for
adjustment, before the work is performed.
C. Protection of Monuments: The Contractor must carefully preserve bench marks, references or
stakes and in case of willful or careless destruction, shall be charged with the resulting expense
and shall be responsible for any mistakes that may be caused by their unnecessary loss or
disturbance.
D. Breakage and Damage: The Contractor shall be responsible for any breakage, damage or other
injury to existing or new facilities caused directly or indirectly by the Contractor's operations
and shall replace, at Contractor's own expense, in a manner approved by the Owner any such
broken or damaged material.
E. Delivery of Materials: The delivery of all materials, equipment, and miscellaneous items
entering into the construction of the work is a part of this contract, including freight and hauling
charges both to and from transportation points. Payment of charges for the above items shall be
made by the Contractor, except items designated as being provided by the City. An amount
covering all charges for freightage and delivery of items shall be included as a part of the contract
price and in no case will an extra be allowed for such charges.
F. Storage of Materials: All materials delivered to the job shall be stored so as to keep them in first
class condition and free from deterioration or contamination.
G. Coordination: All contractors, subcontractors and trades shall cooperate in coordination of their
several works, but the principal responsibility for coordinating the project as a whole and the
operations of the contractors and subcontractors shall lie with the Prime Contractor.
H. Blasting: No blasting will be allowed on this project.
01040 COORDINATION:
A. All construction activities shall be coordinated with all utility owners and the City of Riverside.
Contractor shall be responsible for notifying all utility owners with facilities within the project
limits prior to construction so the utilities can be located and identified.
B. All construction activities shall be coordinated with adjacent property owners affected by
construction of the project to assure access to their properties. Driveways to adjacent properties
shall be accessible at the end of each working day.
C. The Contractor will be responsible for notifying the Resident Project Representative in writing
of the dates when construction will begin and end. The City will notify the school district, fire,
and police departments, and the local newspapers.
D. The Contractor shall be responsible for obtaining all necessary permits, and paying for any and
all inspection and permit fees as required by the City.
E. Project Coordination Meetings: In addition to the above said coordination responsibilities, the
Contractor shall attend construction progress meetings with the Resident Project Representative
on a monthly basis (at a minimum). Additional meetings may be held as needed. No direct
payment will be made for this item but shall be considered subsidiary to other bid items.
F. The Contractor shall coordinate his/her work to ensure that the Work is complete and to ensure
efficient and orderly sequence of installation of construction elements.
G. In the event certain parts of work are assigned to subcontractors, the Contractor shall be
responsible to ensure each subcontractor completes work and that all interfaces between trades
are properly addressed. All subcontractors shall also coordinate their work with the Owner
through the Contractor.
H. The Contractor is solely responsible for all Assignments of Work among subcontractors.
I. The Contractor shall be responsible for assigning and coordinating work and ensuring that
suppliers and installers are familiar with all requirements in Contract Documents relating to each
item of work, regardless of location of information in Contract Documents.
01051 CONSTRUCTION SURVEY AND STAKING
A. General: This item shall be provided by the Contractor.
01060 STANDARD SPECIFICATIONS AND PLANS
A. General: The work shall conform to the plans and contract specifications as outlined. In case of
conflict, the specifications listed in this document shall take precedence over those listed in the
stated Standard Specifications.
B. Standard Specifications: Except where noted otherwise, the work shall conform to the latest
edition of the Kansas City Metropolitan Chapter of APWA Standard Specifications and Design
Criteria, Division II (APWA Standard Specifications) available at the following website:
http://kcmetro.apwa.net/chapters/kcmetro/specifications.asp.
C. Standard Plans: The work shall conform to the latest edition of the Kansas City Metropolitan
Chapter of APWA Standard Plans when referenced in the construction documents. The
referenced APWA Standard Plans are available at the following website:
http://kcmetro.apwa.net/chapters/kcmetro/specifications.asp Other standard plans and
specifications may be referred to and therefore adopted into these specifications.
01270 MEASUREMENT AND PAYMENT
A. The Contractor agrees that he will make no claim for damages, anticipated profits, or otherwise,
on account of any difference between the amounts of Work actually performed and materials
actually furnished and the estimated amounts thereof The Owner will not pay for or be
responsible for unused materials which may have been ordered by the Contractor in accordance
with the estimated quantities listed in the Bid Form.
B. It is the intent of the Contract Documents that all costs in connection with the Work, including
furnishing of all materials, equipment, supplies and appurtenances; providing all construction
plant, equipment, and tools; and performing of all necessary labor to fully complete the Work,
shall be included in the unit and lump sum prices named in the Bid Form. No item of Work that
is required by the Contract Documents for the proper and successful completion of the Contract
will be paid for outside of or in addition to the prices submitted in the Bid Form. All Work not
specifically set forth in the Bid Form as a pay item shall be considered a subsidiary obligation of
the Contract, and all cost in connection therewith shall be included in the process named in the
Bid Form.
C. Payment will be made as the sum of the following:
1. Lump sum payment for each item so listed in the Bid Form, at the contract lump
sum price therefore.
2. Any special payment or adjustment,plus or minus,as provided for in the Agreement.
01320 CONSTRUCTION SCHEDULE
A. General: The Contractor shall prepare and maintain a construction schedule for the duration of
the project.
B. Baseline Schedule: The Contractor shall prepare a baseline schedule to be presented to the Owner
for review at the pre-construction meeting. The baseline construction schedule shall be in a form
approved by the Owner and shall include at least the following information for each significant
work item during each phase of the project:
1. Beginning date of Project.
2. Ending date of Project.
3. Beginning Date of Each Phase.
4. Completion Date of Each Phase.
5. Scheduled percentage of completion at the end of each calendar month.
6. Scheduled percentage complete for each phase at the end of each calendar month.
The Owner will review the proposed progress schedule, and may require the Contractor to revise
the same if, in the Owner's judgment, revisions are required to provide for completion of the
project within the Contract Time.
C. Schedule Updates: In addition to submitting a baseline project schedule, the Contractor shall
update the project schedule prior to each monthly construction progress meeting. The updated
schedule shall show the original baseline schedule, the actual work progress and the estimated
completion of each significant work item for each phase of the project. The updated schedule
shall be distributed to the City at each progress meeting.
D. Payment: No direct payment shall be made.
01330 SUBMITTALS
A. Shop Drawings: A minimum of two (2) copies each of manufacturer's shop drawings and data
sheets shall be submitted to the Owner indicating the necessary installation dimensions,weights,
materials and performance information.
The shop drawings shall be distributed as follows: One (1) copy for the City and one (1) copy
for the prime Contractor. The Contractor shall supply additional copies as necessary for any
subcontractors.
Submittals for equipment and materials shall include reference to indicate where it is to be used;
whether by tag number, specification paragraph, or description of use.
Approval of shop drawings will be for conformance with the design concept of the project and
for compliance with the information given in the Technical Specifications. The approval of a
separate item, as such, will not indicate approval of the assembly in which the item functions.
Submittals: Required submittals include but are not limited to the following:
1.1 Aggregate (other than those used in pavements or structures)
A.Gradation Test Results
B.Soundness Test Results
1.2 Fill Material
A. Source for Material
B. Moisture-Density Relationships
1.3 Concrete Mix Design(For Each Mix used on the Project)
A. Source of Materials
B. Concrete Manufacturer's Name
C. Testing Laboratory Name
D. Results of the Mix Design
1) Compressive Strength
2) Air Content
3) Slump
4) Cement Content
5) Water Content
6) Fine Aggregate
a) Gradation Test Results
b) Soundness Test Results
7) Coarse Aggregate
a)Gradation Test Results
b) Soundness Test Results
8) Additives as called for in plans or specifications
9) Certification of Reinforcing Steel
10) Certification of Fly Ash (if used)
1.4 Steel
A. Certification that all materials used are in compliance with specifications included
herein.
1.5 Rebar
A. Certification that all materials used are in compliance with specifications included
herein.
1.6 Curing& Sealing Compounds
A. Certification that all materials used are in compliance with specifications included
herein
1.7 Joint fillers
A. Certification that all materials used are in compliance with specifications included
herein.
1.8 Paint
A. Certification that all materials used are in compliance with specifications included
herein.
01410 TESTING LABORATORY SERVICES
A. General: Work under this item shall consist of furnishing all materials, labor and equipment
necessary for a private testing laboratory to provide the material testing for items incorporated
into the project. The tests, frequency and reports required to confirm contract compliance shall
be as specified in the KCAPWA Standard Specifications unless otherwise noted below:
One copy of the test results shall be submitted to the Owner electronically within 24 hours of the
test completion.
The testing lab must be agreed upon by the Contractor and the Owner.
B. Payment: No direct payment shall be made. This item shall be considered subsidiary to the bid
items of the materials being tested.
01550 EROSION AND SEDIMENT CONTROL
A. General: Erosion and sediment control shall be in accordance with KCAPWA Standard
Specifications Section 2150.
1. The Contractor is responsible for providing sufficient control of sediment and erosion to
prevent migration of sediment off the construction site throughout the duration of the
project.
2. All sediment escaping the project site and entering the downstream ditches shall be
removed immediately at the expense of the Contractor. If the existing vegetation is
damaged by the sediment,or by the removal of the sediment, it shall be replaced with like
vegetation at the expense of the Contractor.
B. Payment: Payment will be made according to the bid form.
SECTION 015639 - TEMPORARY TREE AND PLANT PROTECTION
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes general protection and pruning of existing trees and plants that are
affected by execution of the Work, whether temporary or permanent construction.
1.2 DEFINITIONS
A. Plant-Protection Zone: Area surrounding individual trees, groups of trees, shrubs. or
other vegetation to be protected during construction and indicated on Drawings.
B. Tree-Protection Zone: Area surrounding individual trees or groups of trees to be
protected during construction and defined by a circle concentric with each tree with a
radius 2 times the diameter of the drip line unless otherwise indicated.
1.3 ACTION SUBMITTALS
A. Product Data: For each type of product.
B. Shop Drawings:
1. Include plans, elevations, sections, and locations of protection-zone fencing and
signage. showing relation of equipment-movement routes and material storage
locations with protection zones.
C. Samples: For each type of the following:
1. Organic Mulch: Sealed plastic bags labeled with composition of materials by
percentage of weight and source of mulch.
2. Protection-Zone Fencing: Assembled Samples.
3. Protection-Zone Signage: Full-size Samples.
D. Tree Pruning Schedule: Written schedule detailing scope and extent of pruning of trees
to remain that interfere with or are affected by construction.
1.4 INFORMATIONAL SUBMITTALS
A. Certification: From arborist, certifying that trees indicated to remain have been protected
during construction according to recognized standards and that trees were promptly and
properly treated and repaired when damaged.
B. Maintenance Recommendations: From arborist, for care and protection of trees affected
by construction during and after completing the Work.
Renner Brenner Park 015639 - 1 May 2024
Skatepark Renovation TEMPORARY TREE AND PLAN PROTECTION Bid Set
C. Existing Conditions: Documentation of existing trees and plantings indicated to remain,
which establishes preconstruction conditions that might be misconstrued as damage
caused by construction activities.
1.5 QUALITY ASSURANCE
A. Arborist Qualifications: Certified Arborist as certified by ISA, licensed arborist in
jurisdiction where Project is located, current member of ASCA, or registered Consulting
Arborist as designated by ASCA.
1.6 FIELD CONDITIONS
A. The following practices are prohibited within protection zones:
1. Storage of construction materials, debris, or excavated material.
2. Moving or parking vehicles or equipment.
3. Foot traffic.
4. Erection of sheds or structures.
5. Impoundment of water.
6. Excavation or other digging unless otherwise indicated.
7. Attachment of signs to or wrapping materials around trees or plants unless
otherwise indicated.
B. Do not direct vehicle or equipment exhaust toward protection zones.
C. Prohibit heat sources, flames, ignition sources, and smoking within or near protection
zones and organic mulch.
PART 2 - PRODUCTS
2.1 MATERIALS
A. Backfill Soil: Stockpiled soil mixed with planting soil of suitable moisture content and
granular texture for placing around tree; free of stones, roots, plants, sod, clods, clay
lumps, pockets of coarse sand, concrete slurry, concrete layers or chunks, cement,
plaster, building debris, and other extraneous materials harmful to plant growth.
1. Mixture: Well-blended mix of [two parts stockpiled soil to one part planting soil.
2. Planting Soil: Planting soil as specified in Section 329113 "Soil Preparation."
B. Protection-Zone Fencing: Fencing fixed in position and meeting one of] the following
requirements:
1. Plastic Protection-Zone Fencing: Plastic construction fencing constructed of high-
density extruded and stretched polyethylene fabric with 2-inch maximum opening
in pattern and supported by tubular or T-shape galvanized-steel posts spaced not
more than 96 inches apart. High-visibility orange color.
Renner Brenner Park 015639 -2 May 2024
Skatepark Renovation TEMPORARY TREE AND PLAN PROTECTION Bid Set
a. Height: 48 inches.
2. Gates: Swing access gates matching material and appearance of fencing. to allow
for maintenance activities within protection zones.
C. Protection-Zone Signage: Shop-fabricated, rigid plastic or metal sheet with attachment
holes prepunched and reinforced; legibly printed with nonfading lettering.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Erosion and Sedimentation Control: Examine the site to verify that temporary erosion-
and sedimentation-control measures are in place. Verify that flows of water redirected
from construction areas or generated by construction activity do not enter or cross
protection zones.
3.2 PREPARATION
A. Protect tree root systems from damage caused by runoff or spillage of noxious materials
while mixing, placing, or storing construction materials. Protect root systems from
ponding, eroding, or excessive wetting caused by dewatering operations.
B. Tree-Protection Zones: Mulch areas inside tree-protection zones and other areas
indicated. Do not exceed indicated thickness of mulch.
1. Apply 2-inch uniform thickness of organic mulch unless otherwise indicated. Do
not place mulch within 6 inches of tree trunks.
3.3 PROTECTION ZONES
A. Protection-Zone Fencing: Install protection-zone fencing along edges of protection
zones in a manner that will prevent people from easily entering protected areas except
by entrance gates.
B. Protection-Zone Signage: Install protection-zone signage in visibly prominent locations
in a manner approved by Architect.
C. Maintain protection zones free of weeds and trash.
D. Maintain protection-zone fencing and signage in good condition as acceptable to
Architect and remove when construction operations are complete and equipment has
been removed from the site.
Renner Brenner Park 015639 - 3 May 2024
Skatepark Renovation TEMPORARY TREE AND PLAN PROTECTION Bid Set
3.4 EXCAVATION
A. General: Excavate at edge of protection zones and for trenches indicated within
protection zones according to requirements in Section 312000 "Earth Moving" unless
otherwise indicated.
B. Trenching within Protection Zones: Where utility trenches are required within protection
zones, excavate under or around tree roots by hand or with air spade, or tunnel under
the roots by drilling, auger boring, or pipe jacking. Do not cut main lateral tree roots or
taproots; cut only smaller roots that interfere with installation of utilities. Cut roots as
required for root pruning.
C. Do not allow exposed roots to dry out before placing permanent backfill.
3.5 ROOT PRUNING
A. Prune tree roots that are affected by temporary and permanent construction. Prune roots
as follows:
1. Cut roots manually by digging a trench and cutting exposed roots with sharp
pruning instruments; do not break, tear, chop, or slant the cuts. Do not use a
backhoe or other equipment that rips, tears, or pulls roots.
2. Temporarily support and protect roots from damage until they are permanently
redirected and covered with soil.
3. Cover exposed roots with burlap and water regularly.
4. Backfill as soon as possible according to requirements in Section 312000 "Earth
Moving."
B. Root Pruning at Edge of Protection Zone: Prune tree roots by cleanly cutting all roots to
the depth of the required excavation.
C. Root Pruning within Protection Zone: Clear and excavate by hand or with air spade to
the depth of the required excavation to minimize damage to tree root systems. If
excavating by hand, use narrow-tine spading forks to comb soil to expose roots. Cleanly
cut roots as close to excavation as possible.
3.6 CROWN PRUNING
A. Prune branches that are affected by temporary and permanent construction. Prune
branches as directed by arborist.
1. Prune to remove only[ injured,] broken, dying, or dead branches unless otherwise
indicated. Do not prune for shape unless otherwise indicated.
2. Do not remove or reduce living branches to compensate for root loss caused by
damaging or cutting root system.
3. Pruning Standards: Prune trees according to ANSI A300 (Part 1).
B. Cut branches with sharp pruning instruments; do not break or chop.
Renner Brenner Park 015639 -4 May 2024
Skatepark Renovation TEMPORARY TREE AND PLAN PROTECTION Bid Set
C. Do not paint or apply sealants to wounds.
D. Chip removed branches and dispose of off-site.
3.7 REGRADING
A. Lowering Grade: Where new finish grade is indicated below existing grade around trees,
slope grade beyond the protection zone. Maintain existing grades within the protection
zone.
B. Raising Grade: Where new finish grade is indicated above existing grade around trees,
slope grade beyond the protection zone. Maintain existing grades within the protection
zone.
C. Minor Fill within Protection Zone: Where existing grade is 2 inches or less below
elevation of finish grade, fill with backfill soil. Place backfill soil in a single uncompacted
layer and hand grade to required finish elevations.
3.8 FIELD QUALITY CONTROL
A. Inspections: Engage a qualified arborist to direct plant-protection measures in the vicinity
of trees, shrubs, and other vegetation indicated to remain and to prepare inspection
reports.
3.9 REPAIR AND REPLACEMENT
A. General: Repair or replace trees. shrubs, and other vegetation indicated to remain or to
be relocated that are damaged by construction operations, in a manner approved by
Architect.
1. Perform repairs of damaged trunks, branches, and roots within 24 hours according
to arborist's written instructions.
2. Replace trees and other plants that cannot be repaired and restored to full-growth
status, as determined by Architect.
3.10 DISPOSAL OF SURPLUS AND WASTE MATERIALS
A. Disposal: Remove excess excavated material, displaced trees, trash, and debris and
legally dispose of them off Owner's property.
END OF SECTION 015639
Renner Brenner Park 015639 - 5 May 2024
Skatepark Renovation TEMPORARY TREE AND PLAN PROTECTION Bid Set
SECTION 031100— CONCRETE FORMING
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Forms for stair risers, stringers, and landing slabs.
2. Forms for curbs, walks, ramps and gutters.
B. Related Sections:
1. Section 033010, Portland Cement Concrete.
2. Section 032000, Concrete Reinforcing: Steel reinforcing.
3. Section 033000, Cast-In-Place Concrete: Site cast concrete.
4. Section 055000, Metal Fabrications: Concrete anchor bolts and steel pipe sleeves.
1.2 SYSTEM DESCRIPTION
A. Design Requirements:
1. Design formwork to support structural loads and hold concrete to correct size,
alignment, and shape.
1.3 SUBMITTALS
A. Product Submittals:
1. Submit product data for formwork accessories.
2. Submit shop drawings for architectural concrete wall patterns and reveals.
B. Quality Assurance Submittals:
1. Submit design drawings for structural concrete formwork.
PART 2 - PRODUCTS
2.1 COMPONENTS
A. Smooth Vertical Concrete Forms:
1. Smooth Plywood: Plyform, B-B, Class I.
2. Cylindrical Forms: Smooth faced, wood fiber.
B. Textured Vertical Concrete Forms:
1. Textured Form Liners: Fiberglass reinforced polyester, 302 by Greenstreak, or
matching texture by L.M. Scofield or Symens.
2. Disposable Textured Form Liners: Polystyrene by The Burke Company, or
approved equal.
C. Horizontal Concrete Forms:
1. Pan Forms: 16 gage galvanized steel.
D. Form Accessories:
Renner Brenner Park 031100 - 1 May 2024
Skatepark Renovation CONCRETE FORMING Bid Set
1. Recess Cones for Exposed Form Ties: 1 inch deep and 1 inch diameter.
2. Concealed Form Ties: Adjustable metal ties.
3. Chamfer Strip: 1 inch radius.
4. Form Joint Tape: Closed cell PVC foam.
5. Reglets: Galvanized steel.
6. Expansion and Isolation Joint Fillers: Expanding cork, 1/2 inch thick, ASTM D
1752, Type III.
7. Expansion Joint Filler Cap: 1/2 inch deep, 1/2 inch wide, 941 by JEF, Inc., or
approved equal.
8. Tongue and Groove Keyed Joint Fillers: Reinforced asphalt core between asphalt
saturated felt liners, 1/4 inch thick with 1 inch deep and 2-1/2 inches at base of
trapezoid, full depth of concrete slab, 10 feet long, with punched holes 24 inches
on center for stakes and 30 inches on center for dowel bars.
9. Construction Joints: 1 inch deep. 2-1/2 inch minimum at base of trapezoid, 24
gage galvanized steel or plastic keyway.
10. Control Joint Forms: 1 inch deep, PVC, JEF Zip Joint by JEF Inc., or approved
equal.
11. Footing Waterstops: Bentonite clay strips.
PART 3 - EXECUTION
3.1 PERFORMANCE
A. Site Fabrication of Formwork:
1. Comply with requirements in ACI 117, ACI 301, and ACI 347.
2. Camber and reinforce forms to meet 1/4 inch in 10 feet maximum deflection.
3. Install chamfer strip at vertical external corners of exposed concrete.
4. Coat formwork with form release agent prior to placing reinforcing steel.
5. Install sleeves for penetrating pipes.
B. Installation of Joints:
1. Install keyed joints at center of slabs on grade and anchor with steel stakes at 24
inches on center.
2. Install keyed joints between footings and retaining and foundation walls.
3. Install construction joints at locations which will not impair concrete strength or
appearance.
4. Install footing waterstops on footing concrete 3/4 inch inside the exterior wall
formwork panels.
5. Install wall waterstops at retaining and foundation wall cold joints.
6. Install isolation joints in floor slabs at penetrating items.
7. Install expansion and control joints in slabs on grade at spacing indicated on
Drawings.
8. Install exterior expansion joints at not more than 30 feet on center.
C. Site Fabrication of Shoring:
1. Fabricate shoring with wedges or adjustable jacks.
2. Camber forms for anticipated deflections.
3.2 COMPLETION
Renner Brenner Park 031100 -2 May 2024
Skatepark Renovation CONCRETE FORMING Bid Set
A. Adjusting and Cleaning Forms Prior to Placing Concrete:
1. Verify dimensions and location of joints and adjust forms and joints as required to
meet design tolerances.
2. Clean interior form surfaces prior to placing concrete.
3. Apply water to base aggregate prior to placing concrete.
B. Adjusting Forms After Placing Concrete:
1. Examine form dimensions and adjust forms to meet required tolerances.
C. Formwork Removal:
1. Remove forms and shores in conformance with Section 3.7 in ACI 347.
2. Do not pry against concrete surface during removal of formwork.
END OF SECTION 031100
Renner Brenner Park 031100 - 3 May 2024
Skatepark Renovation CONCRETE FORMING Bid Set
SECTION 032000 —CONCRETE REINFORCING
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Reinforcing bars for cast-in-place concrete.
2. Welded wire fabric for cast-in-place concrete.
3. Spiral reinforcing for concrete columns.
4. Tie wire and reinforcing supports.
5. Polypropylene fiber reinforcing for concrete slabs.
B. Related Sections:
1. Section 031100, Concrete Forming
2. Section 033000, Cast-In-Place Concrete
1.2 SUBMITTALS
A. Product Submittals:
1. Submit shop drawings for reinforcing steel.
2. Submit mill test reports for Grade 60 reinforcing bars.
PART 2 - PRODUCTS
2.1 COMPONENTS
A. Steel Reinforcing:
1. Standard Bars: ASTM A 615, Grade 60. except Grade 40 for ties and stirrups.
2. Weldable Bars: ASTM A 706, Grade 60.
3. Column Spiral Bars: ASTM A 616, Grade 50. plain.
4. Wire Fabric: ASTM A 185 and UBC Standard No. 26-6, 6" x 6" - W1.4/W1.4 in flat
sheets.
B. Reinforcing Accessories:
1. Tie Wire: 16 gage, double annealed iron.
2. Reinforcing Couplers: Capable of developing 125 percent of the specified yield
strength of reinforcing. as manufactured by Lenton or Fox-Howlett.
3. Chairs, Spacers. and Hangers: Galvanized steel for interior concrete and plastic
coated steel for exterior concrete.
4. Dowels: Epoxy-Coated steel rebar in diameter and length as indicated on
Drawings.
5. Dowel Caps: Crimp or welded type, 5 inches minimum length, F46 by JEF, Inc.,
or approved equal.
2.2 FABRICATION
A. Shop Fabrication:
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Skatepark Renovation CONCRETE REINFORCING Bid Set
1. Comply with CRSI Manual of Standard Practice, MSP-1, ACI 301, ACI 315, and
ACI 318.
2. Attach identification tag to each bent reinforcing bar.
3. Shop bend reinforcing around small openings not more than 1 in 10.
PART 3 - EXECUTION
3.1 PERFORMANCE
A. Installation of Reinforcing Steel:
1. Comply with CRSI Manual of Standard Practice, MSP-1.
2. Comply with UBC and ACI 318, Chapter 7 for minimum concrete cover over
reinforcing steel.
3. Stagger reinforcing bar splices 48 inches minimum at alternate bars.
4. Lap continuous deformed bars 36 diameters and not less than 24 inches.
5. Reinforce corners and intersections with 24 inch by 24 inch corner bars.
6. Install two Number 5 bars around wall openings larger than 30 by 30 inches.
B. Installation of Fibrous Reinforcing:
1. Add fibrous reinforcing to interior concrete floor slabs on grade as recommended
by fiber manufacturer.
C. Installation of Reinforcing Accessories:
1. Wire tie reinforcing as indicated in CRSI Manual of Standard Practice.
2. Install reinforcing couplers and splices in reinforcing.
3. Locate and support reinforcing with metal chairs, bolsters, spacers, and hangers
as required.
3.2 COMPLETION
A. Adjusting and Cleaning:
1. Replace damaged and defective reinforcing steel.
2. Remove dust from reinforcing prior to placing concrete.
END OF SECTION 032000
Renner Brenner Park 032000 - 2 May 2024
Skatepark Renovation CONCRETE REINFORCING Bid Set
SECTION 033000— CAST-IN-PLACE CONCRETE
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Site cast concrete for footings, foundation walls, retaining walls, load bearing walls,
columns, floor slabs on grade, composite floor slabs, composite roof slabs, stair
treads, and stair landing slabs.
2. Finishing, hardening, and curing site cast concrete.
B. Related Sections:
1. Comply with requirements in "KCAPWA" Standard Specifications.
2. Comply with ASTM F2480 Standard Guide for In-ground Skatepark.
3. Section 321124, Aggregate Base Course.
4. Section 033010, Portland Cement Concrete
5. Section 031100, Concrete Forming
6. Section 032000, Concrete Reinforcing
1.2 SUBMITTALS
A. Product Submittals:
1. Comply with "KCAPWA" Standard Specifications.
B. Quality Assurance Submittals:
1. Comply with "KCAPWA" Standard Specifications.
1.3 SITE CONDITIONS
A. Environmental Requirements:
1. Maximum Wind Velocity for Unprotected Concrete: 15 mph.
2. Temperature Range for Ambient Air During Concrete Placement: 40 to 80 degrees
F.
3. Temperature Range for Ambient Air During Epoxy Bonding Grouts: 40 to 85
degrees F.
4. Precipitation: None forecast for 8 hours after placing unprotected concrete.
B. Substrate Conditions:
1. Maintain concrete substrates free of excessively dry, soft, muddy, or frozen
subgrade soils.
PART 2 - PRODUCTS
2.1 COMPONENTS
A. Concrete Materials:
1. Portland Cement: ASTM C 150, Type I or II and IA or IIA.
2. Standard Aggregates: ASTM C 33.
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Skatepark Renovation CAST-IN-PLACE CONCRETE Bid Set
3. Lightweight Aggregates: ASTM C 330.
4. Seeding Aggregates: 3/8 inch to 5/8 inch diameter round.
5. Small Aggregates for Colored Hardener: 3/8 inch diameter.
6. Air-Entraining Admixture: ASTM C 260.
7. Chemical Admixtures: ASTM C 494, Type A, water reducing or Type D, water
reducing and retarding.
8. Mineral Admixture: ASTM C 618, Class F or Class C.
B. Concrete Accessories:
1. Exterior Curing Compounds: Solvent based acrylic, ASTM C 309, Type 1, Clear,
Spartan-Cote by The Burke Company, J-21 Acrylic Cure, Seal & Dustproofer 19
by Dayton Superior, Clear Seal 150 by A.C. Horn, Master Seal by Master Builders,
Kure-N-Seal by Sonneborn.
2. Clear Acrylic Sealers: Aggre Glaze by The Burke Company, Traz by Chem-
Masters, J-25 Acrylic Sealer Gloss 25 by Dayton Superior, Horntraz by A.C. Horn,
TIAH by W.R. Meadows, Sono-Glaze or White Roc-9 by Sonneborn, Thoroglaze
H by Thoro System Products.
3. Nonmetallic Dust-On Floor Hardeners: Quartz sand hardeners, Nonmetallic
Quartz Sand by The Burke Company, Floorcron Natural color by Gifford-Hill,
Colorundum, Type 2, Natural color by A.C. Horn, Mastercron Ready-mixed by
Master Builders, Harcol Redi-Mixed, Natural color by Sonneborn, Hydroment
Nonmetallic Floor Hardener.
4. Emery Corundum Hardeners: Minimum 58 percent aluminum oxide, 24 percent
iron oxide, and not more than 4 percent silica, Moh hardness 9/8, ACI Class 5,
minimum compressive strength 12,000 psi in 28 days, Emery Tuff by Dayton
Superior Corporation as distributed by JASCO, Portland, OR, or approved equal.
5. Exterior Nonslip Aggregate: Not less than 95 percent pure aluminum oxide,
Nonslip aggregate by Gifford-Hill, Alundum by Norton Company, Frictex N.S. by
Sonneborn.
6. Acrylic Bonding Agent: ASTM C 932, Burke Acrylic Bondcrete by The Burke
Company, J-40 Bonding Agent by Dayton Superior, Hornweld by A.C. Horn, Weld
Crete by Larsen, Intralock by W.R. Meadows, Latex Bonding Agent by Sika,
Sonocrete PB by Sonneborn, Thorobond and Acryl 60 by Thoro System Products.
7. Epoxy Bonding Agent, Concrete to Concrete: ASTM C 881, 100 percent solids,
epoxy resin and hardener, 881 LPL Epoxy by The Burke Company, Concressive
1001 LPL by Adhesive Engineering.
8. Epoxy Bonding Agent, Concrete to Reinforcing Steel: ASTM C 881, 100 percent
solids, epoxy resin and hardener, Concressive 1441 by Adhesive Engineering, or
approved equal.
9. Patching Compound: Two component cement base and acrylic polymer
compound, 5,000 psi in 28 days minimum compressive strength, Burke Acrylic
Patch by The Burke Company, Epolith Patcher or Sonopatch by Sonneborn.
10. Polyethylene Moisture Retaining Membrane: ASTM D 2103, Clear or white, 6 mils
thick.
11. Reinforced Laminated Paper Moisture Retaining Membrane for Pedestrian Traffic
Areas: ASTM C 171, Orange Label Sisalkraft by Fortifiber Corp., or approved
equal.
12. Reinforced Laminated Paper Moisture Retaining Membrane for Non-Traffic Areas:
ASTM C 171, Sisalkraft SK-10 by Fortifiber Corp., or approved equal
C. Proportion Adjustments:
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Skatepark Renovation CAST-IN-PLACE CONCRETE Bid Set
1. Mix designs may be adjusted when material characteristics, site conditions,
weather, test results, or other circumstances warrant a revised mix design.
2. Submit revised concrete mix design to Owner's Representative.
D. Mixing Procedures:
1. Comply with ASTM C 94.
2. Mix full load of concrete for 3 minutes at high speed upon arrival at site.
3. Mix concrete for an additional 5 minutes after adding water.
E. Concrete Mix Requirements:
1. Maximum Aggregate Size: 3/4 inch.
2. Maximum Slump for Footings, Walks, Curbs, Exterior Slabs, and Floor Slabs:
4 inches + 1/2 to - 1 inch.
3. Maximum Slump for Walls, Columns: 3 inches + 1/2 to - 1 inch.
4. Entrained Air for Exterior Horizontal Surfaces: 6 percent + or - 1 percent.
5. Minimum Compressive Strength: fc = 4,000 PSI (3,500 psi in 28 days).
6. Water Reducing Admixtures: Type A or D.
PART 3 - EXECUTION
3.1 PERFORMANCE
A. Preparation:
1. Notify Owner's Representative 24 hours prior to placing concrete.
2. Remove ice and standing water from formed surfaces.
3. Remove soft soils from subgrade and footing trenches.
B. Cleaning for Epoxy Bonding of Structural Topping Slabs:
1. Remove grease, wax, and oil contaminants with detergent or degreasing
compound and follow with mechanical cleaning.
2. Remove weak or deteriorated concrete by grit or water blasting.
3. Remove dirt, dust, latent material, and curing compounds by grit blasting or as
recommended by manufacturer.
4. Finish concrete with vacuum cleaning.
C. Cleaning for Epoxy Grouted Dowels:
1. Blow holes out with oil free compressed air.
2. Remove moisture, rust, dirt, oil, grease, protective coatings, and galvanizing from
dowels in accordance with grout manufacturer's instructions.
D. Concrete Placement:
1. Consolidate concrete with hand rodding and mechanical vibrating.
2. Level slabs to Class B, 1/4 inch in 10 feet.
3. Tool radius exterior slab and curb edges.
4. Tool form or saw form slab control joints.
5. All control and construction joints and saw cuts to be sealed and caulked
(limestone gray polyurethane sealant).
3.2 FINISHING VERTICAL CONCRETE
A. Comply with ASTM F2480 Standard Guide for In-ground Skatepark.
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Skatepark Renovation CAST-IN-PLACE CONCRETE Bid Set
B. Rough Form Finishing Concealed Vertical Concrete Surfaces:
1. Comply with ACI 301, paragraph 10.2.1, remove fins and projections exceeding
1/4 inch in height and patch tie holes and surface defects.
C. Smooth Form Finishing Exposed Vertical Concrete Surfaces:
1. Comply with ACI 301, paragraph 10.2.2, remove fins and projections and patch tie
holes and surface defects.
D. Smooth Rubbed Finish for Exposed Curbs, Walls, Soffits, and Columns:
1. Comply with ACI 301, paragraph 10.3.1, within 24 hours after form removal, wet
and rub exposed surfaces with carborundum brick or other abrasive until uniform
color and texture are produced.
E. Grout Cleaned Finish for Exposed Curbs, Walls, Soffits, and Columns:
1. Comply with ACI 301, paragraph 10.3.2, mixing 1 part portland cement and 1-1/2
parts fine sand with sufficient water to provide grout with consistency of thick paint
and mix white cement with gray cement until grout matches color of surrounding
concrete.
2. Wet concrete surfaces, spray or brush apply grout, and immediately scrub the
surface with cork float or stone.
3. Remove excess grout, while plastic, with rubber float or burlap sack and after
surface whitens from drying, rub concrete surface vigorously with clean burlap.
4. Keep concrete surface damp for 36 hours after rubbing.
F. Sandblasting Wall and Column Concrete Surfaces:
1. Provide a smooth rubbed finish as specified in subparagraph 3.2.C. above and
sandblast to match finish on mock-up or field samples.
3.3 FINISHING HORIZONTAL AND INCLINED CONCRETE
A. Comply with ASTM F2480 Standard Guide for In-ground Skatepark.
B. Floated Slab Surface to Receive a Troweled, Broomed, Seeded, Dry Shake, Colored
hardener, and Washed Aggregate Finish:
1. Comply with ACI 301, paragraph 11.7.2, begin floating when concrete surface has
stiffened sufficiently to permit float finishing.
2. Check planeness of surface with a 10 foot straightedge at two angles during the
first floating, level concrete to Class B, 1/4 inch in 10 feet, and refloat immediately
to a uniform sandy texture.
C. Slab Finishing:
1. Trowel to Class A, 1/8 inch in 10 feet, for slabs on grade and to Class B, 1/4 inch
in 10 feet, for slabs on steel deck and steel stair landings.
2. Provide a broom finish for exterior walks and ramps complying with ACI 301,
paragraph 11.7.4, by drawing a broom or burlap belt across the surface to give the
slab a course transverse scored texture.
3. Provide a troweled nonslip double coat dry shake finish for skate park loading
docks in areas indicated on Drawings, complying with ACI 301, paragraph 11.7.7.
4. A chemical retarder may be sprayed on floated concrete surface to extend the
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Skatepark Renovation CAST-IN-PLACE CONCRETE Bid Set
working time for exposure of seeding aggregate.
5. Hand trowel around score lines at textured colored hardener finished concrete to
provide smooth score lines after removal of metal forms.
D. Curing Procedures:
1. Spray apply exterior curing compound on exterior horizontal concrete surfaces at
manufacturer's recommended rate.
2. Apply sheet covering over interior concrete slabs scheduled to be covered with
resilient and carpet flooring.
3. Apply interior concrete curing and hardening compound at manufacturer's
recommended rate on interior concrete slabs scheduled to remain exposed.
4. Apply 3 coats of interior fluosilicate hardener to dry concrete in diluted proportions
recommended by manufacturer for porosity and finish of concrete, 14 to 28 days
after concrete pour, and remove dried surplus hardener by scrubbing and mopping
with water.
5. Apply 60 pounds of dust-on hardener per 100 square feet on loading dock slabs
and workshop slabs.
3.4 COMPLETION
A. Field Quality Control:
1. Test cured cylinders prior to removing shoring under structural concrete.
B. Surface Repairs for Exposed Concrete Vertical Surfaces:
1. Clean, dampen with water, and brush the patch substrate with bonding agent.
2. Fill voids and rock pockets with patching compound and compact in place and
screed as recommended by patching compound manufacturer.
3. Finish exposed concrete surfaces to match adjoining surfaces.
4. Remove and replace the concrete if defects in color and texture of surface cannot
be repaired.
C. Surface Repairs for Interior Concrete Floor Slabs:
1. Grind or fill interior floor slab surfaces to remove defects of sufficient magnitude to
show through the intended floor covering.
D. Protection:
1. Protect new uncured horizontal concrete with barricades.
2. Protect concrete from frost damage until protected by soil backfill or until cured for
28 days.
3. Protect concrete from physical damage or reduced strength caused by air
temperatures below 35 degrees F. and above 75 degrees F. during curing period,
complying with recommendations in ACI 306R and 305R respectively.
4. Protect concrete from shrinkage crack damage until protected by curing procedure.
END OF SECTION 033000
Renner Brenner Park 033000 - 5 May 2024
Skatepark Renovation CAST-IN-PLACE CONCRETE Bid Set
SECTION 033010—PORTLAND CEMENT CONCRETE
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Concrete curbs, ramps, stairs, slabs, ledges and walks.
B. Related Sections:
1. City of Riverside Standards and "KCAPWA" Standard Specifications.
2. Comply with ASTM F2480 Standard Guide for In-ground Skatepark.
3. Section 03 1100, Concrete Forming: Formwork for cast-in-place concrete.
4. Section 03 2000, Concrete Reinforcing: Reinforcing for building concrete.
5. Section 03 3000, Cast-In-Place Concrete: Site cast building concrete.
1.2 SYSTEM DESCRIPTION
A. Design Requirements:
1. Design formwork to support structural loads, hold concrete to correct size and
alignment, and meet tolerances indicated in ACI 347 and ACI 301.
2. Comply with ASTM F2480 Standard Guide for In-ground Skatepark.
3. Finish concrete curbs and walks with Class B tolerance, 1/4 inch in 10 feet
maximum variation.
1.3 SUBMITTALS
A. Product Submittals:
1. Submit product data for concrete curing and hardening materials.
1.4 SITE CONDITIONS
A. Temperature and Weather Requirements:
1. Do not place concrete when temperature or weather will affect performance or
appearance of concrete.
2. Minimum Ambient Temperature: 35 Degrees F.
B. Substrate Requirements:
1. Do not place concrete on muddy or frozen substrate.
2. Remove mud, dirt, and ice from formwork surfaces.
PART 2 - PRODUCTS
2.1 MATERIALS
A. Forms and Formwork Accessories:
1. Exposed Plywood Forms: Plyform, Class I or II.
2. Lumber and Steel Forms: Smooth face lumber or steel.
3. Chamfer Strip: 1 inch radius.
4. Steel Pipe Sleeves: ASTM A 53.
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Skatepark Renovation PORTLAND CEMENT CONCRETE Bid Set
5. Expansion and Isolation Joint Fillers: Self-expanding cork, 1/2 inch thick. ASTM
D 1752, Type III.
6. Form Joint Tape: Closed cell PVC foam with pressure sensitive adhesive on one
side.
B. Concrete Reinforcing:
1. Steel Reinforcing Bars: ASTM A 615, Grade 60, except where indicated grade
40 on Drawings.
2. Welded Wire Fabric: ASTM A 185, size as indicated on Drawings.
C. Concrete Materials:
1. Portland Cement: ASTM C 150, Type I or II.
2. Aggregates: ASTM C 33.
3. Water: Clean. free of oils. acids, organic material.
4. Air-Entraining Admixture: ASTM C 260.
5. Water-Reducing Admixture: ASTM C 494, Type A, water-reducing or Type D.
water-reducing and retarding.
6. Mineral Admixture: ASTM C 618, Class F or Class C.
D. Solvent Based Acrylic Curing Compound:
1. Industry Standard: ASTM C 309, Type 1, Clear.
2. Acceptable Compounds: Spartan-Cote by Burke, J-21 Acrylic Cure, Seal &
Dustproofer 19 by Dayton Superior, Clear Seal 150 by A.C. Horn, Master Seal by
Master Builders, Kure-N-Seal by Sonneborn.
E. Water Based Acrylic Curing Compound:
1. Industry Standard: ASTM C 309, Type 1, Clear
2. WB 150 or WB 300 Cure and Seal by Euclid Chemical.
F. Nonslip Aggregate:
1. Product Data: Not less than 95 percent pure aluminum oxide.
2. Acceptable Oxide Aggregates: Nonslip aggregate by Gifford-Hill. Alundum by
Norton Company, Frictex N.S. by Sonneborn.
G. Bonding and Patching Compounds:
1. Acrylic Bonding Agents: ASTM C 932.
2. Epoxy Bonding Agents: ASTM C 881.
3. Patching Compounds: Two component cement base and acrylic polymer, with
minimum compressive strength of 5,000 psi in 28 days.
H. Concrete Curing Membranes:
1. Polyethylene: ASTM D 2103, clear or white, minimum 6 mils thick.
2. Reinforced Laminated Paper for Pedestrian Traffic Areas: ASTM C 171, Orange
Label Sisalkraft by Fortifiber Corp., or approved equal.
3. Reinforced Laminated Paper for Non-Traffic Areas: ASTM C 171, Sisalkraft SK-
10 by Fortifiber Corp., or approved equal.
2.2 MIXES (SKATEPARK)
Renner Brenner Park 033010 - 2 May 2024
Skatepark Renovation PORTLAND CEMENT CONCRETE Bid Set
A. Proportioning:
1. Comply with ACI 211.1 and UBC Section 2604.
2. Proportion concrete in accordance with ACI 301, Article 3.8.
3. When using Method 3, proportion concrete with a maximum water/cement ratio
of 0.46.
4. Maximum Pozzolan Weight: 18 percent of cement weight.
B. Proportion Adjustments:
1. Adjust concrete mix designs when material characteristics, site conditions,
weather, test results, or other circumstances warrant a revised mix design.
2. Do not use revised mix design until accepted by Owner's Representative.
C. Mixing Procedures:
1. Comply with ASTM C 94.
2. Mix full load for 3 minutes at high speed upon arrival at site.
3. Mix additional 5 minutes after adding water.
D. Mix Requirements:
1. Maximum Course Aggregate Size: 3/4 inch.
2. Maximum Slump: 5 inches + 1/2 to - 1 inch.
3. Entrained Air: 6 percent + or- 1 percent.
4. Minimum Compressive Strength: fc = 4,000 psi (3,500 psi in 28 days)
5. Minimum Cement Plus Pozzolan Content: 550 pounds per cubic yard.
6. Water Reducing Admixture: Type A or D.
PART 3 - EXECUTION
3.1 PERFORMANCE
A. Notification:
1. Notify Owner's Representative 48 hours prior to placing concrete.
2. Do not place concrete until Owner's Representative has examined formwork and
reinforcing steel.
B. Protection:
1. Coat aluminum conduit embedded in concrete with protective material or prime
paint prior to concrete placement.
C. Surface Preparation:
1. Clean and adjust forms, joints, and embedded items.
2. Check reinforcing placement and reinforcing support items and adjust reinforcing
prior to placing concrete.
D. Site Fabrication of Formwork:
1. Comply with requirements in ACI 301 and ACI 347.
2. Fabricate corners and intersections flush without visible offsets.
3. Fabricate, camber, and reinforce forms to meet 3/16 inch in 8 feet maximum
deflection.
4. Fabricate solid blocking behind formwork panel joints.
Renner Brenner Park 033010 - 3 May 2024
Skatepark Renovation PORTLAND CEMENT CONCRETE Bid Set
E. Installation of Formwork and Joint Materials:
1. Install expansion joints between existing and new concrete and as indicated on
Drawings.
2. Install chamfer strip at exposed external vertical corners.
3. Install isolation joints where items penetrate concrete slabs.
4. Apply form coatings and release agents to concrete contact surfaces of
removable formwork.
F. Installation of Reinforcing:
1. Lap continuous grade 60 bars 30 or 36 diameters and not less than 24 inches,
except where indicated otherwise on Structural Drawings.
2. Lap continuous grade 40 bars 24 diameters and not less than 24 inches.
3. Stagger reinforcing splices 36 inches minimum.
4. Cover reinforcing with concrete to comply with building code.
G. Concrete Placement:
1. Comply with ACI 301 and 304, placing concrete in a continuous operation within
planned sections.
2. Comply with ASTM F2480 Standard Guide for In-ground Skatepark.
3. Consolidate placed concrete using mechanical vibrating equipment with hand
rodding and tamping.
4. Work concrete around reinforcement, embedded items, and forms.
H. Installation of Anchor Bolts:
1. Set anchor bolts for structural plates with anchor bolts double nutted to CDX
plywood or oriented strand board templates.
2. Set anchor bolts for equipment with anchor bolts double nutted to templates
furnished by equipment manufacturer.
Adjusting, Removing, and Reusing Forms:
1. Adjust formwork after pouring concrete, to eliminate excessive deflection.
2. Remove forms when concrete has attained its required strength.
3. Clean concrete contact surfaces and reapply form release agents prior to reusing
forms.
3.2 FINISHING VERTICAL SURFACES
A. Finishing Concealed Vertical Concrete Surfaces:
1. Provide rough form finish, complying with ACI 301, paragraph 10.2.1.
2. Remove fins and projections exceeding 1/4 inch in height and patch tie holes and
surface defects.
B. Finishing Exposed Vertical Concrete Surfaces:
1. Provide smooth form finish complying with ACI 301, paragraph 10.2.2.
2. Remove fins and projections and patch tie holes and surface defects.
3. Provide smooth rubbed finish for exposed curb and walk edges, complying with
ACI 301, paragraph 10.3.1.
4. Within 24 hours after form removal, wet and rub exposed curb and walk edges
with carborundum brick or other abrasive until uniform color and texture are
produced.
Renner Brenner Park 033010 -4 May 2024
Skatepark Renovation PORTLAND CEMENT CONCRETE Bid Set
3.3 FINISHING HORIZONTAL AND INCLINED CONCRETE SURFACES
A. Floated Slab Surface:
1. Provide floated slab surface to receive a hard troweled finish, complying with ACI
301, paragraph 11.7.2.
2. Begin floating when water sheen has disappeared and surface has stiffened
sufficiently to permit float finishing.
3. Check planeness of surface with a 10 foot straightedge at two or more angles
during or after first floating.
4. Cut high spots and fill low spots during floating to level concrete to 3/16 inch in 8
feet tolerance.
5. Refloat immediately to a uniform sandy texture.
B. Skate Park Finishing:
1. Provide a light broom finish for exterior walks complying with ACI 301, paragraph
11.7.4.
2. Provide a hard troweled finish for skatepark complying with ACI 301, paragraph
11.7.6.
3. Provide a hard troweled finish for skatepark slabs, ramps/banks, transitional
areas, ledges and curbs in areas indicated on Drawings, complying with ACI 301,
paragraph 11.7.7.
C. Horizontal Concrete Finishing Requirements:
1. Tool radius exterior [slab, walk, ramp, and curb] exposed edges.
2. Saw cut, strip form or tool form crack control joints.
3. All control joints and saw cuts to be sealed and caulked (limestone gray
polyurethane sealant.
4. Finish concrete horizontal surfaces to tolerances specified in Articles 11.7, 11.8,
and 11.9 in ACI 301.
D. Curing Procedures:
1. Cover exposed surfaces with concrete curing membrane and keep concrete and
form surfaces wet for 48 hours minimum, complying with recommendations in
ACI 308.
2. As soon as finished concrete is free of surface water, apply curing compound at
manufacturer's recommended rate, on exterior concrete surface.
3.4 COMPLETION
A. Repairing Exposed Vertical Concrete Surfaces:
1. Clean, dampen, and brush-coat concrete patch areas with acrylic or epoxy
bonding agents.
2. Fill honeycomb voids and rock pockets with patching compound.
3. Compact and screed patching compound in place as recommended by patching
compound manufacturer.
4. Finish exposed concrete patches to match adjacent surfaces.
5. Strike off excess patching compound at exposed surface.
6. If defects in color and texture of concrete surface cannot be repaired, remove
and replace the defective concrete.
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Skatepark Renovation PORTLAND CEMENT CONCRETE Bid Set
B. Adjusting and Cleaning:
1. Remove and replace damaged and defective concrete.
2. Broom clean exposed horizontal surfaces prior to Substantial Completion.
C. Protection:
1. Barricade area containing fresh concrete slabs, stairs, ramps. curbs. and walks
for 24 hours minimum.
2. Cover fresh concrete with 1/2 inch thick, plywood or oriented strand board for 48
hours minimum where exposed to public, pedestrian, and animal traffic.
3. Protect concrete from shrinkage crack damage until protected by curing
procedure.
4. Protect concrete from physical damage or reduced strength caused by air
temperatures below 35 degrees F. during curing period, as recommended in ACI
306R.
5. Protect concrete from physical damage or reduced strength caused by air
temperatures above 75 degrees F. during curing period, as recommended in ACI
305R.
END OF SECTION 033010
Renner Brenner Park 033010 - 6 May 2024
Skatepark Renovation PORTLAND CEMENT CONCRETE Bid Set
SECTION 033700—SPECIALTY PLACED CONCRETE (SKATEPARK)
PART 1 - GENERAL
1.1 RELATED WORK SPECIFIED ELSEWHERE
A. Comply with ASTM F2480 Standard Guide for In-ground Skatepark.
B. Cast-in-Place Concrete: Section 033000
PART 2 - PRODUCTS
2.1 MATERIALS
A. Non-Shrink Grout:
1. Non-shrink grout shall be Sika 212, Euco N-S, Five-Star, or approved equivalent
non-metallic cementious commercial grout exhibiting zero shrinkage per ASTM
C-287 and CRD-C-621. Grout shall not be amended with sand or cement and
shall not be reconditioned with water after initial mixing. Unused grout shall be
discarded after 20 minutes and shall not be used.
B. Cast-in-Place Concrete:
1. Concrete shall be supplied from a central ready-mix plant regularly engaged in the
production of concrete, and delivered by rotating drum truck.
2. Concrete mix for cast-in-place concrete shall be 3,500 psi design strength at 28
days, 570 pounds of cement per cubic yard. Maximum aggregate size is 3/4-inch.
Concrete shall be air-entrained with admixture to 5 to 7 percent air. Slump shall
be between 3" and 5".
3. Reinforcing steel shall be new billet steel conforming to ASTM A615, Grade 60.
4. Tie wire shall be 16 gauge conforming to ASTM A-82.
5. Curing compound shall be of the white liquid membrane forming type and conform
to ASTM C309, for exterior concrete.
2.2 CONSTRUCTION
A. Concrete Float System:
1. Materials delivered and stored at either the manufacturing facility, staging area, or
jobsite shall be properly stored on dunnage or by other appropriate means to
prevent direct contact with the ground and unnecessary damage.
2. The manufacturing facility shall be designed to provide the proper environment and
physical conditions necessary for float casting. The facility shall provide adequate
work space, equipment, level casting surfaces, and protection from direct sunlight,
wind, moisture and freezing.
3. Forms:
a. Floats shall be cast in steel forms, with a smooth, true surface.
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Skatepark Renovation SPECIALTY PLACED CONCRETE Bid Set
b. Forms shall be designed in such a way to prevent unsightly finished
surfaces or definite lines that could result in crack planes. Any rough
edges. form marks, or defects shall be cleaned. ground smooth, or
patched.
c. Float forms shall have a tolerance of not more than 1/8-inch from the
dimensions shown on the shop drawings.
d. Concrete shall be vibrated internally and/or externally to assure a smooth
dense finish. The placement will be such that the concrete float is
monolithic with no cold joints in any part of the finished float.
4. Concrete Reinforcement:
a. Rebar shall be grade 60, conform to ASTM 615, and shall be epoxy coated
after bending in accordance with ASTM A-775.
5. Concrete Mix Design:
a. Prior to the manufacturing of any flotation units, the concrete mix design
shall be approved by the City.
b. Concrete shall have a minimum twenty-eight (28) day compressive
strength of 3,500 psi, per ASTM C-94. Floats made of concrete with less
than specified strength may be rejected by the Owner.
c. The mix shall contain a minimum of 564 pounds (six sacks) of Portland
Cement per cubic yard, either Type I or Type II modified. and low alkali.
Type Ill cement may be used if the Tri-Calcium Aluminate of the cement is
certified by the manufacturer to be between five (5) and eight (8) percent,
and alkali content (Na20) and (K20) is less than 0.6 percent.
d. The theoretical concrete unit weight shall not be more than 120 pounds per
cubic foot.
e. Coarse and fine aggregates shall conform to ASTM C-33-88, ASTM C-330
lightweight aggregates for structural concrete.
f. All concrete shall be air-entrained from five (5) to seven (7) percent and
shall be tested in accordance with ASTM C-138, C-173. or C-231.
g. Water/cement ratio shall not exceed 0.45 for lightweight concrete.
h. Slump range shall be three (3) inches to six (6) inches when tested in
accordance with ASTM C-143-78.
6. Through-Rod Connections:
a. The minimum dimension for all through-rods for structural attachment is
3/4-inch thread diameter.
b. All through-rods shall be placed within PVC sleeves cast in the float units.
The inside diameter of PVC shall be 7/8-inch.
c. All cast in inserts will be galvanized steel, 3/4-inch diameter, with a welded
loop or horizontal restraining bar.
d. Walers shall be securely fastened to the concrete floats using galvanized
through-rods, plate washers, spur locker washers, and nuts.
e. A minimum of four (4) through-rods per float unit are required, with a
minimum average of one (1) through-rod per two (2) lineal feet of float
length.
f. Through-rods shall be placed through each float unit within six (6) inches
of each end of that unit, within six (6) inches of each lumber splice and
through all four holes of each pile hoop.
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g. No connecting device shall protrude beyond the fascia into the berth area.
Any connecting device protruding above the surface of the deck shall have
a low, rounded profile.
7. Deck Finish:
a. The float deck surface shall be trowel finished with a steel trowel and a slip-
resistant finish applied transversely to the walking surface.
b. Contractor shall establish finishing methods and procedures to insure an
even and consistent troweled finish on all transition and deck surfaces.
c. All top edges shall have a 3/8-inch tooled radius with a minimum 1-1/2 inch
wide smooth hard steel finished face.
d. Outside top edges and corners shall be filed smooth.
8. Curing, Handling and Storage:
a. Except as otherwise approved, floats shall be cured for a minimum of seven
(7) days before transporting or assembling.
b. The Contractor shall select his own method of curing and be responsible
for the result, except that all curing shall be under cover and with complete
protection from direct sunlight, wind, and freezing for a period of three (3)
days.
c. Contractor shall take care in establishing handling methods to avoid
damage to floats during form removal, storage, assembly and installation.
d. Storage of flotation units shall be on level surfaces, and it shall be the
responsibility of the Contractor to determine how high to stack units to avoid
damage. Care shall be taken to avoid damage caused by overstacking.
e. Floats shall be protected against damage from any cause.
f. Any damaged units shall be rejected and removed from the assigned job.
9. Cracks:
a. Cracks located below the structural deck that do not indicate migration to
the deck surface may be repaired with the approval of the City's
Representative.
b. Cracks which are open or which exceed two (2) feet in length shall be V-
cut out and patched with a non-shrink patching compound approved by the
Owner.
c. Excessive cracking in a single flotation unit shall be cause for rejecting that
unit. Any frequently recurring pattern of cracking shall be considered
indicative of inadequate design or improper handling. It shall be corrected
by replacement and appropriate changes in design or procedures.
d. Rock pockets exceeding one (1) inch in diameter and/or 3/8-inch in depth
and/or honeycombing, shall be patched with an approved non-shrink grout
of a color similar to the cured concrete. Any pockets which expose mesh
or rebar shall be chipped out, cleaned, filled with an approved epoxy
patching compound.
10. Float Weight:
a. The weight of the complete flotation units shall not vary from the theoretical
weight or mean weight of all similar units by more than six (6) percent.
b. Submit program to verify actual float weights, quantity to be weighed, and
method of recordkeeping.
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Skatepark Renovation SPECIALTY PLACED CONCRETE Bid Set
11. Float Identification:
a. All floats are to be clearly identified on one side and one end between the
bottom of the waler and the waterline with the date of manufacture, specific
float type, and job number.
12. Lumber:
a. All timber walers and bullrails shall be of Coast Region Douglas Fir; "No.
1" or better per West Coast Lumber Inspection Bureau (WCLIB) grading
rules no. 16, paragraph 123 or paragraph 124 as applicable.
b. Lumber shall be fabricated accurately to provide uniform gaps and butt joint
connections. Lumber splices shall not exceed 1/2-inch between adjoining
ends.
c. All walers, fascia, spacers, plywood, or any other member which is subject
to foot traffic, shall be flush with the concrete walking surface.
13. Lumber Treatment:
a. All lumber shall be pressure preservative treated with ACZA to .6 pound
retention.
b. All lumber will be cut to length and bolt holes drilled prior to pressure
treatment as far as is possible.
c. Tie bands used for delivery must have plates between the bands and the
wood to prevent crushing. Bundle identification shall be done so as not to
stain lumber surfaces.
d. All field cuts and bored holes exposed after pressure treatment shall be
brush coated with the preservative solution.
e. Incise wood members prior to treatment.
14. Steel:
a. All structural steel channels, angles, and plates shall be fabricated from
mild steel conforming to ASTM A-36.
15. Hardware:
a. Bolts. nuts, washers, and through-rods shall be mild steel, in accordance
with ASTM A-307, and have a minimum of 1-1/2 inch of thread.
b. All hardware shall be hot dipped galvanized in accordance with ASTM A-
123-78.
PART 3 - EXECUTION
3.1 INSTALLATION
A. Deliver to project site and install configuration as shown on the drawings.
B. Protect from damage before and during installation.
3.2 CAST-IN-PLACE CONCRETE
A. Consolidate concrete during and immediately after depositing, with mechanical high
frequency internal vibrators.
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B. All concrete shall be in final position in the forms within 140 minutes after the addition of
the cement to the aggregate. Concrete mix which exceeds this time limit shall be
immediately rejected by the Owner and shall not be placed in the forms.
C. Protect concrete from rain during finishing and sealing operations.
D. Finish slab with steel trowel smooth finish.
E. Finish exterior concrete slabs with broom for non-skid finish.
F. Cure concrete by using curing compound of the white liquid forming type and conform to
ASTM C309. Wet burlap, canvas or other additional protection acceptable to the Owner
may be needed to keep the concrete moist for a minimum of seven (7) calendar days.
G. Protect concrete from freezing for a seven (7) day minimum curing period.
END OF SECTION 033700
Renner Brenner Park 033700 - 5 May 2024
Skatepark Renovation SPECIALTY PLACED CONCRETE Bid Set
SECTION 033713 — SHOTCRETE
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Wet-mix shotcrete.
1.2 ACTION SUBMITTALS
A. Product Data: For each type of product.
B. Design Mixtures: For each shotcrete mixture.
C. Shop Drawings: For shotcrete installation.
1. Detail fabrication, bending, and placing of reinforcement; number and location of
splices.
2. Indicate locations of proposed construction joints.
D. Samples: For each exposed product and for each color and finish specified.
1.3 INFORMATIONAL SUBMITTALS
A. Material certificates.
1.4 QUALITY ASSURANCE
A. Standard: Comply with ACI 506.2, "Specification for Shotcrete." unless otherwise
indicated.
B. Comply with ASTM F2480 Standard Guide for In-ground Skatepark.
PART 2 - PRODUCTS
2.1 REINFORCING MATERIALS
A. Reinforcing Bars: ASTM A615/A615M, Grade 60 deformed.
B. Plain-Steel Wire: ASTM A1064/A1064M, galvanized.
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Skatepark Renovation SHOTCRETE Bid Set
2.2 SHOTCRETE MATERIALS
A. Portland Cement: ASTM C150/C150M, Type I or Type III. Use only one brand and type
of cement for Project.
1. Fly Ash: ASTM C618, Class C or Class F.
2. Slag Cement: ASTM C989/C989M, Grade 100 or Grade 120.
3. Silica Fume: ASTM C1240, amorphous silica.
B. Blended Hydraulic Cement: ASTM C595/C595M, Type IP, portland-pozzolan cement.
C. Normal-Weight Aggregates: ASTM C33/C33M, from a single source, and as follows:
1. Combined Aggregate Size: ACI 506R or ASTM C1436, Grading No. 1 sieve
analysis.
D. Synthetic Fiber: Monofilament or fibrillated polypropylene fibers engineered and
designed for use in shotcrete, complying with ASTM C1116/C1116M, Type III.
E. Admixtures: ASTM C1141/C1141 M, Class A(liquid) or Class B (nonliquid), but limited to
the following admixture materials. Provide admixtures for shotcrete that contain no more
than 0.1 percent chloride ions. Certify compatibility of admixtures with each other and
with other cementitious materials.
1. Accelerating Admixture, Conventional: ASTM C494/C494M, Type C or Type E.
2. Pozzolanic Admixture: Fly ash, slag cement, and silica fume as limited in "Portland
Cement" Paragraph in this article.
3. Coloring Admixture: ASTM C979/C979M, synthetic mineral-oxide pigment or
colored, water-reducing admixture, free of carbon black; color stable, nonfading,
and resistant to lime and other alkalis.
4. Air-Entraining Admixture: As limited in "Shotcrete Mixtures" Article.
2.3 CURING MATERIALS
A. Absorptive Cover: AASHTO M 182, Class 3, burlap cloth made from jute or kenaf,
weighing approximately 9 oz./sq. yd. dry, or cotton mats.
B. Moisture-Retaining Cover: ASTM C171, polyethylene film or white burlap-polyethylene
sheet.
C. Curing Compound: ASTM C309, Type 1, Class B; clear, waterborne, membrane-forming
curing compound.
2.4 SHOTCRETE MIXTURES
A. Design Mixtures: Prepare design mixtures for each type and strength of shotcrete,
proportioned on the basis of laboratory trial mixture or field test data, or both, according
to ACI 506.2.
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Skatepark Renovation SHOTCRETE Bid Set
B. Cementitious Materials Replacing Portland Cement: Use fly ash, pozzolan, slag cement,
and silica fume as needed to reduce the total amount of portland cement, which would
otherwise be used, by not less than 40 percent.
C. Limit water-soluble chloride ions to maximum percentage by weight of cement or
cementitious materials permitted by ACI 301.
D. Design-Mixture Adjustments: Subject to compliance with requirements, shotcrete
design-mixture adjustments may be proposed when characteristics of materials, Project
conditions, weather, test results, or other circumstances warrant.
E. Shotcrete Mixture: Proportion mixture to provide shotcrete with the following properties:
1. Compressive Strength (28 Days): 4000 psi.
2. Air Content: Add air-entraining admixture at manufacturer's prescribed rate to
result in normal-weight wet-mix shotcrete having an air content before pumping of
7 percent with a tolerance of plus or minus 1-1/2 percent.
3. Synthetic Fiber: Uniformly disperse in shotcrete mix, according to manufacturer's
written instructions, at a rate of 5 lb/cu. yd..
PART 3 - EXECUTION
3.1 STEEL REINFORCEMENT
A. Comply with CRSI's "Manual of Standard Practice" for fabricating, placing, and
supporting reinforcement.
B. Clean reinforcement of loose rust and mill scale, earth, ice, and other materials that
weaken shotcrete bonding.
3.2 APPLICATION
A. Apply shotcrete applied by wet-mix process and according to ACI 506.2.
B. Apply temporary protective coverings and protect adjacent surfaces against deposit of
rebound and overspray or impact from nozzle stream.
C. Apply dry-mix shotcrete materials within 45 minutes after predampening and wet-mix
shotcrete materials within 90 minutes after batching.
D. Deposit shotcrete continuously in multiple passes, to required thickness, without cold
joints and laminations developing. Place shotcrete with nozzle held perpendicular to
receiving surface. Begin shotcreting in corners and recesses.
1. Remove and dispose of rebound and overspray materials during shotcreting to
maintain clean surfaces and to prevent rebound entrapment.
2. Remove and dispose of cuttings during the trimming or rodding process to prevent
unconsolidated material from falling onto lower reinforcement.
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E. Maintain reinforcement in position during shotcreting. Place shotcrete to completely
encase reinforcement and other embedded items. Maintain steel reinforcement free of
overspray, and prevent buildup against front face during shotcreting.
F. Do not place subsequent lifts until previous lift of shotcrete is capable of supporting new
shotcrete.
G. Do not permit shotcrete to sag, slough, or dislodge.
H. Remove hardened overspray, rebound, and laitance from shotcrete surfaces to receive
additional layers of shotcrete; dampen surfaces before shotcreting.
I. Do not disturb shotcrete surfaces before beginning finishing operations.
J. Installation Tolerances: Place shotcrete without exceeding installation tolerances
permitted by ACI 117, increased by a factor of two.
K. Cold-Weather Shotcreting: Mix, place, and protect shotcrete according to ACI 306.1.
Protect shotcrete work from physical damage or reduced strength that could be caused
by frost, freezing actions, or low temperatures.
L. Hot-Weather Shotcreting: Mix, place, and protect shotcrete according to ACI 305.1 when
hot-weather conditions and high temperatures would seriously impair quality and
strength of shotcrete.
3.3 SURFACE FINISHES
A. Finish shotcrete according to descriptions in ACI 506R.
B. Natural Finishes:
1. Gun Finish: Natural undisturbed finish as sprayed.
2. Rod Finish: Rough-textured finish obtained by screeding or cutting exposed face
of shotcrete to plane with cutting rod, edge of trowel, or straightedge after initial
set. Do not push or float with flat part of trowel.
3. Broom Finish: Rough-textured finish obtained by screeding or cutting exposed face
of shotcrete to plane with cutting rod, edge of trowel, or straightedge after initial
set; followed by uniform brooming.
3.4 CURING
A. Protect freshly placed shotcrete from premature drying and excessive cold or hot
temperatures.
B. Begin curing immediately after placing and finishing but not before free water, if any, has
disappeared from shotcrete surface.
C. Curing Exposed Surfaces: Cure shotcrete by one of the following methods:
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Skatepark Renovation SHOTCRETE Bid Set
1. Moisture Curing: Keep surfaces continuously moist for not less than seven days
with water, continuous water-fog spray, water-saturated absorptive covers, or
moisture-retaining covers. Lap and seal sides and ends of covers.
2. Curing Compound: Apply uniformly in continuous operation by power spray
according to manufacturer's written instructions. Recoat areas subjected to heavy
rainfall within three hours after initial application. Maintain continuity of coating and
repair damage during curing period.
a. Apply curing compound to natural gun and flash-coat finishes at rate of 1
gal./100 sq. ft..
3.5 REPAIRS
A. Remove and replace shotcrete that is delaminated or exhibits laminations, voids, or
sand/rock pockets.
3.6 CLEANING
A. Immediately remove and dispose of rebound and overspray materials from final
shotcrete surfaces and areas not intended for shotcrete placement.
END OF SECTION 033713
Renner Brenner Park 033713 - 5 May 2024
Skatepark Renovation SHOTCRETE Bid Set
SECTION 036000— GROUTING
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Non-shrink non-metallic grout.
2. Non-shrink metallic grout.
3. Epoxy grout.
B. Related Sections:
1. Section 055000 - Metal Fabrications.
1.2 SUBMITTALS
A. Product Submittals:
1. Submit product data for grout materials.
B. Quality Assurance Submittals:
1. Submit building code required compression test reports for structural grout.
2. Submit manufacturer's installation instructions for structural grout.
1.3 SITE CONDITIONS
A. Environmental Requirements:
1. Do not place grout when temperature or humidity will affect the performance or
appearance of the grout.
2. Do not place grout on dirty, wet, or frozen substrates.
PART 2 - PRODUCTS
2.1 MATERIALS
A. Nonmetallic Nonshrink Grout.
1. Industry Standard: ASTM C 1107.
2. Type: Shrink resistant, nonstaining, noncorrosive.
3. Minimum Compressive Strength: fc = 5,000 psi in 28 days.
4. Acceptable Grouts: Upcon by Bostik Construction Products, Nonmetallic Grout by
Burke, Euco N-S Grout or Euco Dry Pack Grout by Euclid Chemical, Conbextra S
by Fosroc Preco, Sealtight 588 by W.R. Meadows, Masterflow 713 by Master
Builders, SikaGrout 212 by Sika, Sonogrout and Sonogrout G.P. by Sonneborn,
Five Star Grout by U.S. Grout.
B. Epoxy Grout:
1. Industry Standard: ASTM C 881.
2. Type: Premixed, packaged, two component, epoxy resin.
3. Minimum Compressive Strength: fc = 6,000 psi in 28 days.
4. Acceptable Grouts to Bond Plastic Concrete to Existing Concrete: Concressive
Renner Brenner Park 036000 - 1 May 2024
Skatepark Renovation GROUTING Bid Set
1001 LPL by Adhesive Engineering, Upcon Epoxy Grout by Bostik Construction
Products, Medium Viscosity 881 LPL Patch and Bond Epoxy by Burke. High
Strength Grout by Euclid Chemical, Probond 812 medium viscosity by ProKrete
Industries, Sikadur 32 Hi-Mod by Sika. Sonobond by Sonneborn. Five Star Epoxy
Grout by U.S. Grout.
5. Acceptable Grouts to Bond Concrete to Reinforcing Steel: Concressive 1441 by
Adhesive Engineering, 881 LPL Topping and Crack Grouting Epoxy by Burke.
PART 3 - EXECUTION
3.1 PERFORMANCE
A. Surface Preparation:
1. Remove loose aggregate and coating materials from substrate surfaces prior to
placing grout and anchoring cement.
2. Support bearing plates above cleaned bearing surfaces with double nutted anchor
bolts and wedges.
3. Position and plumb supporting steel members then tighten double nutted anchor
bolts.
4. Cut off part of wedges and shims which protrude beyond the edge of base and
bearing plates.
B. Installation of Epoxy Grout:
1. Coat existing concrete contact surfaces with epoxy grout at spalled concrete areas
prior to filling with plastic cement.
2. Fill space between existing drilled and dowel sleeved concrete and new reinforcing
bars and dowels with epoxy grout.
3.2 COMPLETION
A. Grout Testing:
1. Test nonmetallic nonshrink grout in accordance with ASTM C 109.
2. Test epoxy grout in accordance with ASTM C 579. Method B.
B. Adjusting and Cleaning:
1. Replace damaged and defective grout and anchoring cement work.
2. Remove excess materials from the site.
C. Physical Barrier Protection:
1. Cover fresh grout and anchoring cement for 24 hours minimum.
2. Cover fresh grout and anchoring cement with plywood or oriented strand board
where exposed to public, pedestrian. and animal traffic.
END OF SECTION 036000
Renner Brenner Park 036000 - 2 May 2024
Skatepark Renovation GROUTING Bid Set
SECTION 055000—METAL FABRICATIONS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes Factory Fabricated Items:
1. Fittings for handrails and railings.
B. Section Includes Custom Fabricated Steel Framing:
1. Threshold and seismic joint angles.
C. Related Sections:
1. City of Riverside Standards and "KCAPWA" Standard Specifications.
2. Section 033000, Cast-In-Place Concrete
3. Section 055213, Pipe and Tube Railings
PART 2 - PRODUCTS
2.1 COMPONENTS
A. Steel Framing Materials:
1. Steel Plates, Shapes, Bars: ASTM A 36 and UBC Standard 27-1.
2. Round Steel Tubing: ASTM A 500, Grade B, Fy = 42 KSI, welded at concealed
locations, and seamless at exposed locations.
3. Steel Pipe: ASTM A 53, Grade B, Fy = 35 KSI, Schedule 40, Type S, seamless at
exposed locations, Type E at concealed locations, except where indicated
otherwise on Drawings.
4. Checker Plate Steel: Minimum 3/16 inch thick, four way steel plate.
B. Bolts and Electrodes:
1. Standard Bolts: ASTM A 307, Grade A.
2. High Strength Bolts: ASTM A 325.
3. Electrodes: AWS A5.1, E60XX or AWS A5.1 or A5.5, E70XX.
4. Concrete Expansion Anchors: ICBO approved, zinc plated in accordance with
ASTM B 633, hot-dipped galvanized in accordance with ASTM A 153, or A151 304
stainless steel FS FF-S-325, Group II, Type 4, Class 1, Sup-R-Stud by Diamond,
Inc., Kwik-Bolt II or Sleeve Anchor by Hilti Fastening Systems, Inc., Red Head
Wedge Anchors by ITW Ramset, Rawl-Stud by Rawlplug Co., Inc., or approved
equal.
5. Masonry Anchors: Sleeve Anchor by Hilti, Red Head Sleeve Anchors by ITW
Ramset.
6. Anchor Bolts: Galvanize exterior bolts and bolts exposed to moisture in
accordance with ASTM A 563, Class C.
7. Nuts: ASTM A 563, Class 2A fit before galvanizing.
8. Plain Washers: Round steel FS FF-W-92.
C. Malleable Iron Set Screw Pipe Fittings:
1. Industry Standard: ASTM A 47, Grade 32510.
2. Factory Finish: ASTM A 153, hot-dip galvanized, with 2 ounces of zinc per square
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Skatepark Renovation METAL FABRICATIONS Bid Set
foot.
3. Set Screws: Zinc plated.
4. Acceptable Fittings: Kee Klamp by Kee Industrial, or approved equal.
D. Handrail Fittings for Schedule 40 Steel Pipe:
1. Acceptable Fittings: Cast or Malleable iron fittings by Julius Blum, Braun, or
Wagner.
2. Pipe Diameter: 1-1/2 inches inside, 1.90 inches outside.
2.2 SHOP FABRICATION PROCESS
A. Fabrication Requirements:
1. Comply with UBC Standard 27.2, AISC Specifications for the Design, Fabrication,
and Erection of Structural Steel for Buildings, and AISC Specifications for
Architecturally Exposed Structural Steel.
2. Fabricate items to dimensions required by field measurements and shop drawings.
3. Use welds for shop connections and bolts for field connections, except where
indicated otherwise on Drawings.
4. Preassemble items in shop and disassemble units only as required for shipping
and handling.
5. Mark assembled components for field assembly and coordinated installation.
6. Use materials of size and thickness indicated or, if not indicated, as required to
meet structural requirements.
B. Welded Steel Connections:
1. Form exposed connections with flush hairline joints.
2. Comply with AWS Structural Welding Code D1.1.
3. Fabricate assemblies to meet UBC Standard 27-6 with welded joints using
shielded metal-arc process (SMAW).
4. Shop weld joints with 3/16 inch minimum welds, unless indicated otherwise on
shop drawings.
5. Grind exposed welds smooth.
C. Bolted Connections:
1. Provide anchor bolts for connecting to other work.
2. Drill and tap steel as required to receive bolted connections.
3. Make bolt holes 1/16 inch larger than nominal bolt diameter.
4. Do not furnish bolts with threads within sheer plane of the bolt.
5. Furnish beveled washers for bolt heads and nuts bearing on sloped flanges.
2.3 SHOP FABRICATED ASSEMBLIES
A. Fabrication of Structural Framing:
1. Fabricate custom fabricated bolts, plates, tie rods, anchors, dowels, and welded
steel shapes for framing, supporting, and anchoring wood framing.
B. Fabrication of Bearing Plates:
1. Fabricate loose bearing plates for steel items and equipment bearing on concrete
or masonry.
2. Drill bearing plates to receive anchor bolts.
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Skatepark Renovation METAL FABRICATIONS Bid Set
PART 3 - EXECUTION
3.1 PERFORMANCE
A. Preparation:
1. Furnish inserts, anchors, setting drawings, templates, and instructions for items to
be embedded in concrete and masonry substrates.
B. Field Fabrication:
1. Perform required cutting, drilling, and fitting.
2. Fit components to form tight hairline joints.
3. Apply prime paint to damaged galvanized and prime painted steel surfaces.
4. Field weld where required by shipping size limitations as indicated on shop
drawings.
5. Field weld joints using shielded metal-arc process (SMAW) complying with UBC
Standard 27-6.
6. Grind exposed field welds smooth.
7. Install bolted connections as detailed on shop drawings.
8. Comply with UBC Standard 27-7 for high strength bolts.
C. Installation Requirements:
1. Comply with AISC Manual of Steel Construction and UBC Standard 27-2.
2. Set work accurately in location, alignment and elevation, measured from
established lines and levels.
3. Align members to tolerance as indicated in AISC Specifications for Structural Steel.
4. Install temporary bracing to support fabrications indicated to be supported by
concrete and masonry structures.
5. Anchor fabrications to substrates with threaded fasteners.
D. Installation of Bearing Plates:
1. Set bearing plates on cleaned bearing surfaces, using wedges and anchor bolts
as required.
2. Secure bearing plates and anchor bolts complying with requirements in Section 03
6000, Grouting - Skatepark.
3.2 COMPLETION
A. Adjusting and Cleaning:
1. Replace damaged and defective members.
2. Adjust alignment when members are installed more than 1/4 inch from design
dimension.
3. Remove pits, bumps, and irregular weld grinds from exposed surfaces.
4. Touch up damaged shop primer on exposed steel after installation.
5. Clean field welds, bolted connections, and abraded areas, and apply same type
primer paint as used in shop.
6. Remove dirt and oil from metal items scheduled for field finishing.
B. Metal Protection:
1. Apply protecting material to face of metal in areas of potential galvanic activity
between contacting dissimilar metal materials.
2. Maintain factory applied cover to protect abrasive stair nosings until Substantial
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Skatepark Renovation METAL FABRICATIONS Bid Set
Completion.
END OF SECTION 055000
Renner Brenner Park 055000 -4 May 2024
Skatepark Renovation METAL FABRICATIONS Bid Set
SECTION 055213—PIPE AND TUBE RAILINGS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Exterior steel stair handrails and railings.
B. Related Sections:
1. City of Riverside Standards and "KCAPWA" Standard Specifications.
2. Section 036000, Grouting.
3. Section 055000, Metal Fabrications.
1.2 SYSTEM DESCRIPTION
A. Structural Requirements:
1. Design handrails and railings to resist design load of 200 pounds in any direction
at any point on the railing or 50 pounds per lineal foot whichever is greater without
deflection in excess of L1180 and without permanent member deformation.
2. Use AISC Manual of Steel Construction, Eighth Edition for steel railing structural
requirements.
PART 2 - PRODUCTS
2.1 MATERIALS
A. Steel Materials:
1. Structural Steel Plates, Shapes, and Bars: ASTM A 36.
2. Steel Bars: ASTM A 108, Grade 1045.
3. Cold-Formed Steel Tubing: Round, square and rectangular, ASTM A 500, Fy=42
KSI, Grade B, Seamless.
4. Hot-Formed Steel Tubing: Round, square and rectangular, ASTM A 501, Fy=36
KSI, Seamless.
5. Steel Pipe: ASTM A 53, Type E, Electric Resistance Welded, Fy=30 KSI, Grade
A. Standard Schedule 40, 1-1/4 inch inside diameter, 1.66 inches outside diameter,
except where indicated otherwise on Drawings.
B. Connecting Materials:
1. Standard Bolts: ASTM A 307, Grade A.
2. Steel Welding Electrodes: AWS A5.1, E60XX.
3. Aluminum Welding Electrodes: Aluminum alloy as recommended by pipe
manufacturer.
4. Concrete Anchors: ICBO approved FS FF-S-325, Group II, Type 4, Class I, Sup-
R-Stud by Diamond, Inc., Kwik-Bolt II by Hilti Fastening Systems, Inc., Red Head
Wedge Anchors by ITW Ramset, Rawl-Stud by Rawlplug Company, Inc.
5. Masonry Anchors: Sleeve anchor by Hilti, Red Head Sleeve Anchor by Phillips.
6. Epoxy Adhesive for Drilled Anchors: Concresive Epoxy Cartridge by Master
Builders, Inc. or HV by Hilti Fastening Systems.
7. Brass Adhesive: Brass Lock.
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Skatepark Renovation PIPE AND TUBE RAILINGS Bid Set
8. Concealed Fasteners: As furnished by aluminum handrail manufacturer.
C. Finishing Materials:
1. Shop Primer for Painted Exterior Steel: Polyamide epoxy
2. Paint Finish: Rust-oleum or approved equal (color: black, SKU 7578838).
3. Protective Coating: Rust-oleum or approved equal (crystal clear, SKU 7701830).
D. Fittings for Steel Pipe:
1. Fitting Material: Cast or Malleable iron.
2. Acceptable Fittings: Schedule 40 steel pipe fittings by Braun, Tsco International,
or Wagner.
E. Anchoring Cement:
1. Type: Premixed, packaged, shrink resistant.
2. Minimum Compressive Strength: fc = 4,000 psi in 28 days.
3. Acceptable Anchoring Cements: Burke Stone by Burke, K-Ment by Euclid
Chemical, Embeco 153 by Master Builders, Thorogrip by Thoro System Products.
2.2 FABRICATION
A. Fabrication Requirements:
1. Drill and tap railings as required to receive hardware.
2. Finish required anchors for connecting to other work.
3. Install closer plate or hemisphere cap on railing ends.
4. Provide for thermal expansion of exterior handrails and railings.
5. Form exposed connections with flush hairline joints.
6. Preheat ASTM A 108 steel to not less than 400 degrees F prior to welding.
7. Form railing post sleeves from PVC or hot-dip galvanized steel pipe.
B. Shop Finishing:
1. Commercial blast clean railing surfaces to meet SSPC SP-6 requirements.
2. Heat railings to 400 degrees F. as recommended by coating manufacturer.
3. Pretreat surfaces with iron phosphate as recommended by coating manufacturer.
4. Apply zincrich gray colored TGIC polyester coat to 3.5 mils thick.
5. Apply TGIC polyester finish coat to 3.5 mils thick as recommended by coating
manufacturer.
PART 3 - EXECUTION
3.1 PERFORMANCE
A. Substrate Preparation:
1. Perform cutting, drilling, blocking and shimming of substrate as required for
installation.
2. Verify location of solid blocking and structural framing to support floor mounted
handrails and railings.
B. Installation Procedures:
1. Set handrails and railings accurately in location, alignment, and elevation,
measured from established lines and levels.
2. Secure handrails and railings with concealed anchors and set screws except
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Skatepark Renovation PIPE AND TUBE RAILINGS Bid Set
where exposed screws or bolts are indicated on Drawings.
3. Anchor handrails and railings to structural members, solid wood blocking,
concrete, and steel plate blocking.
C. Installation of Railing Standards:
1. Set railing standard in concrete opening not less than 1/2-inch diameter greater
than outside diameter of railing standard.
2. Set railing standard in anchoring cement.
3. Comply with requirements in Section 03 6000, Grouting.
3.2 COMPLETION
A. Adjusting and Cleaning:
1. Replace damaged and defective members and adjust alignment of railings and
rails.
2. Remove pits, bumps, and irregular weld grinds from exposed surfaces.
3. Apply primer and paint on exposed steel handrails and railings.
4. Clean field welds, bolted connections, and abraded areas, and apply type primer
paint as used in shop.
5. Touch up finished steel.
6. Remove dirt and oil from railings and rails prior to Substantial Completion.
END OF SECTION 055213
Renner Brenner Park 055213 - 3 May 2024
Skatepark Renovation PIPE AND TUBE RAILINGS Bid Set
SECTION 311000 - SITE CLEARING
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Removing existing vegetation.
2. Clearing and grubbing.
3. Stripping and stockpiling topsoil.
4. Removing above- and below-grade site improvements.
5. Disconnecting. capping. or sealing site utilities.
6. Temporary erosion and sedimentation control.
1.2 MATERIAL OWNERSHIP
A. Except for materials indicated to be stockpiled or otherwise remain on-site property,
cleared materials shall become Contractor's property and shall be removed from Project
site.
1.3 FIELD CONDITIONS
A. Traffic: Minimize interference with adjoining roads, streets, walks, and other adjacent
occupied or used facilities during site-clearing operations.
1. Do not close or obstruct streets, walks, or other adjacent occupied or used facilities
without permission from CITY OF RIVERSIDE.
2. Provide alternate routes around closed or obstructed trafficways if required by
CITY OF RIVERSIDE.
B. Salvageable Improvements: Carefully remove items indicated to be salvaged and store
on-site.
C. Utility Locator Service: Notify utility locator service for area where Project is located
before site clearing.
D. Do not commence site clearing operations until temporary erosion- and sedimentation-
control and tree-protection measures are in place.
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Skatepark Renovation SITE CLEARING Bid Set
PART 2 - PRODUCTS
2.1 MATERIALS
A. Satisfactory Soil Material: Requirements for satisfactory soil material are specified in
Section 312200 "Grading"
1. Obtain approved borrow soil material off-site when satisfactory soil material is not
available on-site.
PART 3 - EXECUTION
3.1 PREPARATION
A. Protect and maintain benchmarks and survey control points from disturbance during
construction.
B. Verify that trees, shrubs, and other vegetation to remain or to be relocated have been
flagged and that protection zones have been identified and enclosed according to
requirements in Section 015639 "Temporary Tree and Plant Protection".
C. Protect existing site improvements to remain from damage during construction.
1. Restore damaged improvements to their original condition, as acceptable to CITY
OF RIVERSIDE.
3.2 EXISTING UTILITIES
A. Locate, identify, disconnect, and seal or cap utilities indicated to be removed or
abandoned in place.
1. Arrange with utility companies to shut off indicated utilities.
B. Interrupting Existing Utilities: Do not interrupt utilities serving facilities occupied by CITY
OF RIVERSIDE or others, unless permitted under the following conditions and then only
after arranging to provide temporary utility services according to requirements indicated:
1. Notify Architect not less than two days in advance of proposed utility interruptions.
2. Do not proceed with utility interruptions without Architect's written permission.
3.3 CLEARING AND GRUBBING
A. Remove obstructions, trees, shrubs, and other vegetation to permit installation of new
construction.
1. Grind down stumps and remove roots larger than 3 inches in diameter,
obstructions, and debris to a depth of 18 inches below exposed subgrade.
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Skatepark Renovation SITE CLEARING Bid Set
2. Use only hand methods or air spade for grubbing within protection zones.
B. Fill depressions caused by clearing and grubbing operations with satisfactory soil
material unless further excavation or earthwork is indicated.
1. Place fill material in horizontal layers not exceeding a loose depth of 8 inches and
compact each layer to a density equal to adjacent original ground.
3.4 TOPSOIL STRIPPING
A. Remove sod and grass before stripping topsoil.
B. Strip topsoil to depth of 6 inches in a manner to prevent intermingling with underlying
subsoil or other waste materials.
C. Stockpile topsoil away from edge of excavations without intermixing with subsoil or other
materials. Grade and shape stockpiles to drain surface water. Cover to prevent
windblown dust and erosion by water.
3.5 SITE IMPROVEMENTS
A. Remove existing above- and below-grade improvements as indicated and necessary to
facilitate new construction.
3.6 DISPOSAL OF SURPLUS AND WASTE MATERIALS
A. Remove surplus soil material, unsuitable topsoil, obstructions, demolished materials,
and waste materials including trash and debris, and legally dispose of them off-site.
B. Separate recyclable materials produced during site clearing from other nonrecyclable
materials. Store or stockpile without intermixing with other materials, and transport them
to recycling facilities. Do not interfere with other Project work.
END OF SECTION 311000
Renner Brenner Park 311000 - 3 May 2024
Skatepark Renovation SITE CLEARING Bid Set
SECTION 312200— GRADING
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Cutting, filling, compacting, rough grading, and finish grading to contour the
existing subgrade and fill soils for subgrade support of skatepark areas, sidewalk
areas, and planting areas.
B. Related Documents and Sections:
1. City of Riverside Standards and "KCAPWA" Standard Specifications.
2. Section 31 1000, Site Clearing
3. Section 31 2300, Excavating, Backfilling, and Compacting
4. Section 32 1124, Aggregate Base Course
5. Section 33 4600, Subdrainage Systems
C. Allowances:
1. Comply with requirements in Section 31 2300, Excavating, Backfilling, and
Compacting.
1.2 SYSTEM DESCRIPTION
A. Density Test Requirements:
1. Comply with requirements in Section 31 2300, Excavating, Backfilling, and
Compacting.
1.3 SUBMITTALS
A. Product Submittals:
1. Comply with requirements in Section 31 2300, Excavating, Backfilling, and
Compacting.
1.4 QUALITY ASSURANCE
A. Grading Conference:
1. Prior to cutting, filling, compacting, rough grading, and finish grading to contour
site soils, meet at the site with Owner's Representative and independent testing
laboratory representative to review location of utility and site drainage lines and
procedures for protecting site improvements and inspecting and testing soils
during grading.
B. Temperature and Moisture Requirements:
1. Do not cut, fill, and grade soils unless ambient air temperature is above 34 degrees
F. and soils are within moisture limits.
1.5 SITE CONDITIONS
A. Existing Utilities:
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Skatepark Renovation GRADING Bid Set
1. Consult with Owner's Representative and utility company representative if
uncharted or incorrectly charted subgrade utility lines are encountered during
cutting.
2. Do not interrupt existing active utility and drainage lines serving facilities to remain,
except when permitted in writing by Owner's Representative and when temporary
alternative utility services are provided.
3. Provide temporary utility services for occupied buildings when permanent utility
lines are interrupted.
B. Scheduling:
1. Do not cover site improvements with soil and aggregate materials prior to
acceptance of required inspections and tests.
2. Remove soil and aggregate materials covering damaged, defective, uninspected,
and untested subgrade site improvements.
PART 2 - PRODUCTS
2.1 MATERIALS
A. Soil Materials:
1. Imported Subsoils, S1: Selected local borrow, free of debris. clay lumps larger
than 3 inches, rocks larger than 2 inches, and sample test reports conform to
ASTM D 2487, Group Classification Symbols CL, ML, or OL.
2. Imported Subsoils, S2: Selected local borrow, free of debris, clay lumps larger
than 3 inches. rocks larger than 2 inches, and not classified.
3. On-Site Subsoils, S3: Existing subgrade soils. reasonably free of debris, clay
lumps larger than 4 inches, rocks larger than 3 inches, and less than 50 percent
retained on a Number 200 Sieve (washed analysis) with moisture content within 3
percent of optimum at maximum dry density, and sample test reports conform to
ASTM D 2487, Group Classification Symbols CL, ML, or OL.
4. On-Site Subsoils, S4: Existing subgrade soils, reasonably free of debris, clay
lumps larger than 6 inches, rocks larger than 6 inches, and not Classified or
moisture tested.
B. Aggregate Materials:
1. Medium Aggregate, A6: As indicated in Section 32 1124, Aggregate Base Course.
2. Medium Aggregate, AT As indicated in Section 32 1124, Aggregate Base Course.
3. Medium Aggregate, A8: As indicated in Section 31 2300, Excavating, Backfilling,
and Compacting.
4. Medium Aggregate, A9: As indicated in Section 31 2300, Excavating, Backfilling,
and Compacting.
C. Fabric Materials:
1. Erosion Control Fabric: 19 mils thick, 6.5 ounces per square yard, nonwoven
continuous filament polypropylene, Propex 1199, 1325, 2006 by Amoco or 700X
by Mirafi.
2.2 EQUIPMENT
A. Excavating and Compacting Equipment:
1. As indicated in Section 31 2300, Excavating, Backfilling, and Compacting.
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Skatepark Renovation GRADING Bid Set
B. Imported Soil and Aggregate Source Tests:
1. As indicated in Section 31 2300, Excavating, Backfilling, and Compacting.
PART 3 - EXECUTION
3.1 PERFORMANCE
A. Verification of Conditions:
1. Examine subsoil and existing site conditions.
2. Verify location of existing below grade utility lines and underground structures.
3. Owner's Representative will examine imported fill materials prior to site placement.
B. Protection:
1. Comply with requirements in Section 31 2300, Excavating, Backfilling, and
Compacting - Skatepark.
C. Preparation:
1. Establish and maintain property, building, and paving lines and elevations.
2. Set and maintain stakes at building corners and paving edges.
3. Remove surface water from exposed soils and transport water to site drainage
systems acceptable to Owner's Representative.
4. Remove and replace or air dry subgrade soil which exceeds optimum moisture
content by more than 3 percent.
5. After removing excess moisture, grade and compact subgrade soil.
6. Slope soils to prevent surface and subsurface water from flowing into excavations
and from flooding surface soils at the site and surrounding areas.
7. Apply water to moisten soils or aerate soils to dry substrate and fill materials to
achieve a moisture content within plus or minus 3 percent of the optimum moisture
content at relative dry density as determined by Modified Proctor Test, ASTM D
1557.
8. Do not place fill on substrate soils which yield more than 1/2 inch under pressure
from Substrate Compaction Test Equipment.
D. Soil Removal:
1. Comply with requirements in Section 31 2300, Excavating, Backfilling, and
Compacting - Skatepark.
E. Temporary Bracing:
1. Comply with requirements in Section 31 2300, Excavating, Backfilling, and
Compacting - Skatepark.
F. Trenching:
1. Trench subsoils for footings, drainage, and utility lines as indicated in Section 31
2300, Excavating, Backfilling, and Compacting - Skatepark.
G. Placing and Spreading Backfill:
1. Place and spread backfill as indicated in Section 31 2300, Excavating, Backfilling,
and Compacting - Skatepark.
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Skatepark Renovation GRADING Bid Set
H. Placing Imported Structural Fill:
1. Place imported structural fill below interior concrete slabs on grade, paving
surfaces, walking surfaces, and where required to supplement on-site fill.
2. Place imported structural fill below footings where required to supplement on-site
fill.
3. Place imported structural fill during presence of Owner's Representative.
I. Placing Drainage Gravel Backfill:
1. Place drainage gravel, A4 backfill as indicated in Section 31 2300, Excavating,
Backfilling, and Compacting.
2. Place coarse drainage gravel, A4 backfill around perimeter foundation drains as
specified in Section 33 4600, Subdrainage Systems.
3. Place drainage gravel, A4 backfill in underfloor slab trench drains as specified in
Section 33 4600, Subdrainage Systems.
�. Installation of Geotextile Erosion Control Fabrics:
1. Install geotextile erosion control fabric to control erosion on grades sloping more
than 2 horizontal to 1 vertical.
2. Lap edges and ends of geotextile fabrics not less than 4 inches.
3. Anchor geotextile fabric as recommended by fabric manufacturer.
K. Grading:
1. Grade soils to levels indicated, with uniform slopes between the indicated
elevations.
2. Rough grade subsoil below aggregate base course to plus or minus 1-1/2 inches
above or below elevations indicated on Drawings.
3. Finish grade subsoil below aggregate base course to plus or minus 1 inch above
or below elevations indicated on Drawings.
4. Do not finish grade soils to slope more than 2 feet horizontal in 1 foot vertical.
3.2 COMPLETION
A. Site Tests and Inspections:
1. Comply with requirements of City of Riverside Standards and `KCAPWA" Standard
Specifications.
2. Proof roll subgrade with substrate compaction test equipment in presence of
Owner's Representative.
3. If soil areas compress more than 1/2 inch under load of substrate compaction test
equipment, remove loose soil and backfill as directed by Owner's Representative.
B. Maintenance of Moisture Content and Density:
1. Repair compacted soil materials and adjust finish grades where subgrade, fill, and
backfill settles or becomes damaged by construction traffic, excess moisture, or
freezing temperatures.
2. When directed by Owner's Representative excavate unsuitable substrate soils in
footing excavations and replace with granular backfill over full width of the
excavation and compact in layers not exceeding 6 inches in loose thickness with
Light Compactors.
3. During wet weather. place 4-inch lift of imported structural backfill aggregate at
bottom of footing excavations and compact to 90 percent of maximum density at
optimum moisture content in accordance with Modified proctor test, ASTM D 1557.
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Skatepark Renovation GRADING Bid Set
4. Recompact or remove and replace soils not meeting required density.
5. Soils removed because of excess moisture may be stockpiled or spread for air
drying.
C. Disposal:
1. Remove waste material from the site.
2. Remove unusable excess excavated subsoil material from the site.
D. Daily Cleaning:
1. Remove soil material spills from existing roads, walks, and paving NOT INSIDE
DESIGNATED WORK AREA.
2. Remove soil materials from existing surface water drainage trenches.
END OF SECTION 31 2200
Renner Brenner Park 312200 - 5 May 2024
Skatepark Renovation GRADING Bid Set
SECTION 312300— EXCAVATING, BACKFILLING AND COMPACTING
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Excavating, backfilling, and compacting of soils for building, paving, and planting
soils and aggregates.
B. Related Documents and Sections:
1. City of Riverside Standards and "KCAPWA" Standard Specifications.
2. Section 31 2200, Grading: Cutting, filling, compacting, rough grading, and finish
grading to contour the existing subgrade and fill soils for subgrade support of
planting berms, site structures, paving areas, and planting areas.
3. Section 32 1124, Aggregate Base Course: Aggregate base for building pads,
paving bases, and curb, gutter, and walk bases.
4. Section 33 4600, Subdrainage Systems - Skatepark: Foundation, roof, and under
slab drains.
C. Allowances:
1. If additional excavation is required by existing conditions and not a result of the
Contractor's negligence, measure additional Work for additional excavation as
directed by Owner's Representative.
2. Pay for additional excavation and related backfill on a unit price basis.
D. Definition of Rock Excavation:
1. Removal of rock by systematic and continuous drilling and blasting or equipment
of a larger size than standard power excavation equipment.
1.2 REFERENCES
A. Definition of Rock:
1. Material which, by actual demonstration, cannot be reasonably excavated with
standard power excavation equipment.
2. Owner's Representative may waive the required demonstration if material is well
defined rock.
3. Rock is a method of removal and not a geological formation.
B. Definition of Standard Power Excavation Equipment:
1. Trench Excavator: Track mounted hydraulic excavator from 52,800 to 72.500
pound class equipped with a single shank ripper for excavating trenches.
2. Mass Excavator: Caterpillar D-8 dozer with single tooth ripper or equivalent
equipment.
C. Definition of Boulders:
1. Floater rock fragments exceeding 3/4 cubic yard in volume and cannot be
reasonably removed, broken, and loaded into standard haul units (dump trucks).
2. Materials excavated under rock excavation shall not be considered boulders.
Renner Brenner Park 312300 - 1 May 2024
Skatepark Renovation EXCAVATING. BACKFILLING & COMPACTING Bid Set
1.3 SITE CONDITIONS
A. Temperature and Moisture Requirements:
1. Do not excavate, backfill, or compact soils unless ambient air temperature is above
40 degrees F. and soils are within moisture limits indicated in Geotechnical Report.
B. Existing Utilities:
1. Consult with Owner's Representative and utility company representative if
uncharted or incorrectly charted subgrade utility lines are encountered during
excavating.
2. Do not interrupt existing active utility and drainage lines serving facilities to remain,
except when permitted in writing by Owner's Representative and when temporary
alternative utility services are provided.
3. Provide temporary utility services for occupied buildings when permanent utility
lines are interrupted.
C. Scheduling:
1. Do not cover site improvements with soil and aggregate materials prior to
acceptance of required inspections and tests.
2. Remove soil and aggregate materials covering damaged, defective, uninspected,
and untested subgrade site improvements.
PART 2 - PRODUCTS
2.1 MATERIALS
A. Soil Materials:
1. Imported Subsoils, S1: As indicated in Section 31 2200, Grading
2. Imported Subsoils, S2: As indicated in Section 31 2200, Grading.
3. On-Site Subsoils, S3: As indicated in Section 31 2200, Grading.
4. On-Site Subsoils, S4: As indicated in Section 31 2200, Grading.
B. Aggregate Materials:
1. Medium Aggregate, A6: Selected structural course aggregate, conforming to
"Greenbook" 2021 edition, with 3/4 inch maximum aggregate size and not more
than 5 percent passing a 200 sieve (washed analysis).
2. Medium Aggregate, A7: Selected structural course aggregate, crushed rock,
conforming to "Greenbook" 2021 edition, Sections for aggregates.
3. Medium Aggregate, A8: Washed angular crushed rock, 100 percent passing a 3/4
inch sieve, and not more than 12 percent passing a 200 sieve (washed analysis).
4. Medium Aggregate, A9: 3/4 or 5/8 to 1/4 inch, clean washed medium sized drain
gravel with not more than 5 percent passing a 200 sieve (washed analysis).
2.2 EQUIPMENT
A. Excavating Equipment:
1. Wet Weather and Trench Excavators: Track mounted hydraulic excavator from
52,800 to 72,500 pound class equipped with a single shank ripper for excavating
trenches.
Renner Brenner Park 312300 -2 May 2024
Skatepark Renovation EXCAVATING, BACKFILLING & COMPACTING Bid Set
2. Dry Weather Mass Excavators: Caterpillar D-8 dozer with single tooth ripper or
equivalent scraper and dozer equipment.
B. Compacting Equipment:
1. Heavy Weight Compactors: Self propelled or tractor towed compactors including
steel wheeled, segmented, vibrating rollers.
2. Medium Weight Compactors: 48 inch diameter drum, smooth steel wheeled
vibrating rollers.
3. Light Weight Compactors: Manually guided vibrating plate compactors.
4. Substrate Compaction Test Equipment: 10 cubic yard rubber tired haul unit (dump
truck), filled with soil or aggregate.
C. Trenching Equipment:
1. Self propelled 50 HP (gross) Class or larger ride on trencher with rock boom and
anti back flex chain with rock and frost teeth or mixed rock and frost cupped teeth.
2.3 SOURCE QUALITY CONTROL
A. Imported Soil and Aggregate Source Tests:
1. When required by Owner's Representative, Owner will employ an independent
testing laboratory to perform moisture content and density of soil tests in
accordance with ASTM D 1557, Modified Proctor.
2. When required by Owner's Representative, Owner will employ an independent
testing laboratory to perform moisture content and density of aggregate tests in
accordance with ASTM D 698, Standard Proctor.
PART 3 - EXECUTION
3.1 PREPARATION
A. Verification of Conditions:
1. Examine subsoil and existing site conditions.
2. Verify location of existing below grade utility lines and underground structures by
reviewing utility locate markings on soil, curb, and paving surfaces.
3. Owner's Representative will examine imported backfill materials prior to site
placement.
B. Protection:
1. Protect existing streets, walks, and curbs from wheel and track damage by
covering with heavy timber dunnage and temporary soil materials.
2. During extended wet weather, cover exposed soil materials sloping steeper than
2 horizontal to 1 vertical with vapor retarding sheets.
3. Protect excavations and trenches from erosion by freezing temperatures and water
drainage.
4. Protect stockpiled soil materials from contamination with adjacent soils.
5. Surround open excavations and trenches with portable folding barricades and
connect barricades with reflective barrier tape.
6. Provide amber flashing warning lights at 20 feet on center and mount on portable
folding barricades around open excavations and trenches.
7. Protect site improvements, utility lines, and building foundations from damage
caused by excavating, trenching, backfilling, and compacting adjacent soils.
Renner Brenner Park 312300 - 3 May 2024
Skatepark Renovation EXCAVATING, BACKFILLING & COMPACTING Bid Set
C. Preparation of Subgrade and Soils:
1. Comply with requirements in Section 31 2200, Grading - Skatepark.
2. Remove ground water from bottom of excavations and trenches with dewatering
system and transport water to site drainage systems acceptable to Owner's
Representative.
3. Apply water to moisten soils or aerate soils to dry backfill materials to achieve a
moisture content within plus or minus 3 percent of the optimum moisture content
at maximum dry density as determined by Modified Proctor Test, ASTM D 1557.
4. Do not place backfill on substrate soils which yield more than 1/2 inch under
pressure from Substrate Compaction Test Equipment.
3.2 SOIL AND AGGREGATE REMOVAL
A. Soil Removal:
1. Remove excavated soils encountered to obtain required subgrade elevations.
2. If unsatisfactory soil materials are encountered at design elevations, continue
excavation until substrate conditions are satisfactory to Owner's Representative.
3. Do not excavate closer than two horizontal to one vertical slope below existing
footings.
4. Do not excavate closer than two horizontal to one vertical slope without providing
excavation supports complying with MI-OSHA Standards for Construction
Industry, including site observations by a qualified person as defined in MI-OSHA.
5. Slope sides of excavations and trenches as required by soil conditions to prevent
settlement.
6. Slope sides of temporary excavations not more than 1 horizontal to 1 vertical.
B. Temporary Bracing:
1. Provide temporary structural bracing to maintain excavations and protect adjacent
property until excavations are backfilled.
2. Shore and brace sides of excavations and trenches where adequate sloping of
soils is not possible because of space restrictions.
3. Contractor may use sheet piles, uprights, stringers, and cross braces as required
to support excavation and trench side walls.
C. Trenching for Footings:
1. Trench for footings 18 inches minimum below original grade and 18 inches
minimum below finished grade.
2. Clean footing excavations of loose material by hand shovel prior to concrete
placement.
3. Provide firm, natural, undisturbed soil surface below footings.
4. During wet weather backfill footing trenches with 4 inch layer of Medium Aggregate
A8.
D. Trenching and Bedding for Utility and Plumbing Lines:
1. Remove and stockpile soil materials to obtain required subgrade depth and width
to install utility and plumbing lines.
2. If trench is over excavated, restore grade by placing, spreading and compacting
Medium Aggregate A8 bedding in layers not exceeding 9 inches.
3. Place 4 inch minimum thick Medium Aggregate A8 bedding on leveled trench
bottom before pipe and conduit lines are installed.
4. Spread and level bedding aggregate so pipe and conduit is uniformly supported
Renner Brenner Park 312300 -4 May 2024
Skatepark Renovation EXCAVATING, BACKFILLING & COMPACTING Bid Set
along the barrel before compaction.
5. Excavate bell holes at each joint to permit assembly and inspection of the entire
joint.
E. Removing Rock:
1. Comply with requirements in Section 31 2200, Grading.
3.3 BACKFILLING AND COMPACTING
A. Placing and Spreading Backfill:
1. Contractor may use on-site subsoils for S3 structural and landscape subsoil
backfill, when subsoils are applied in dry weather, and applied within 3 percent of
optimum moisture content.
2. Place and spread backfill materials to meet required elevations in uniform lifts not
exceeding 9 inches in loose thickness for compaction by Heavy Compactors and
not exceeding 6 inches in loose thickness for compaction by Light Compactors.
3. Place and spread clayey silt and similar fine grained soil backfill materials to meet
required elevations in uniform lifts not exceeding 9 inches in loose thickness for
compaction by Heavy Compactors and not exceeding 6 inches in loose thickness
for Light Compactors.
4. Place backfill at trenches and retaining walls as soon as work permits.
5. Place backfill adjacent to foundation walls on both sides simultaneously.
B. Placing Initial Backfill Aggregate at Pipe and Conduit Lines:
1. Test pipe and power conduit lines prior to installing haunching aggregate.
2. Install haunching aggregate in lifts of not more than 6 inches in thickness, to spring
line of pipe and conduit and compact on both sides using Light Compactors.
3. Bring lifts up together on both sides of pipe and conduit and carefully work under
pipe and conduit by slicing with a shovel or other approved procedure.
4. Compact the bedding aggregate from flow line to horizontal centerline of pipe and
conduit to ensure that firm support is obtained to prevent any lateral movement of
the pipe and conduit during the final backfilling.
5. After completion of testing and haunching, backfill uniformly around conduit and
pipe lines to 6 inches above pipe and conduit with Medium Aggregate A8 bedding
in 6 inch lifts and uniformly compact on both sides with Light Compactors.
6. Place continuous colored tape markers on top of compacted bedding aggregate.
C. Placing Imported Structural Backfill:
1. Place imported structural backfill below interior concrete slabs on grade, paving
surfaces, walking surfaces, and where required to backfill adjacent foundation and
retaining walls.
2. Place imported structural backfill below footings to fill areas of excess excavation
in the subgrade.
3. Place imported structural backfill during presence of Owner's Representative.
D. Placing Site Soil Backfill:
1. Place site soil backfill below paving and walk surfaces more than 10 feet from the
building during dry weather.
2. Place site soil backfill below landscape areas more than 2 feet from the building
during dry weather.
3. Place site soil backfill during presence of Owner's Representative.
Renner Brenner Park 312300 - 5 May 2024
Skatepark Renovation EXCAVATING, BACKFILLING & COMPACTING Bid Set
E. Placing Backfill Aggregates:
1. Place course drainage gravel, A4 backfill around perimeter foundation drains as
specified in Section 33 4600, Subdrainage Systems - Skatepark.
2. Place course drainage gravel, A4 backfill in underfloor slab trench drains as
specified in Section 33 4600, Subdrainage Systems - Skatepark.
3. Place course drainage gravel, A4 backfill not less than 12 inches wide continuous
adjacent to foundation and retaining walls more than 12 inches high where soil is
exposed to surface or ground water.
4. Place course drainage gravel, A4 backfill behind foundation and retaining walls 24
inches wide minimum from top of drain line bedding aggregate or from base of wall
footing to 12 inches below finished grade as specified in Section 33 4600,
Subdrainage Systems.
F. Installation of Geotextile Fabrics:
1. Separate aggregate backfill from clays, silts, sands and other fine grained soils
with geotextile filter fabric.
2. Install geotextile filter fabric over existing soils prior to placing coarse drainage
gravel, A4 or medium aggregate, A9 to separate aggregates from fine grained
soils.
3. Wrap geotextile filter fabric over aggregate backfills and secure fabric edges and
ends prior to covering with fine grained soil backfills.
4. Lap edges and ends of geotextile fabrics not less than 4 inches.
5. Install geotextile erosion control fabric as recommended by fabric manufacturer.
G. Placing and Spreading Concrete Slab Base:
1. Place concrete slab aggregate base as indicated in Section 32 1124, Aggregate
Base Course - Skatepark.
H. Compaction of Fill and Backfill:
1. Compact each layer of structural fill and backfill, disturbed subsoil and bedding
aggregates below structural fill and backfill, and concrete slab base, and concrete
slab leveling course aggregates to 90 percent of maximum density at optimum
moisture content as determined by Modified proctor test, ASTM D 1557.
2. Compact each layer of landscape fill and backfill, bedding aggregates below
landscape fill and backfill within 3 feet of foundation and retaining walls to
90 percent of maximum density at optimum moisture content as determined by
Modified proctor test, ASTM D 1557.
Fill and Backfill Requiring 90 percent Compaction:
1. Below foundations.
2. Below interior floor slabs.
3. Upper 3 feet below grade.
4. Below pavements, within 3 feet below finish grade.
5. Interior footing backfill.
6. Utility trench backfill, upper 3 feet below pavements, walks, and interior floor slabs.
J. Fill and Backfill Requiring 90 percent Compaction:
1. Below pavements, more than 3 feet below finish grade.
2. Retaining wall and basement wall backfill.
3. Utility trench backfill, more than 3 feet below pavements, walks, and interior floor
Renner Brenner Park 312300 -6 May 2024
Skatepark Renovation EXCAVATING, BACKFILLING & COMPACTING Bid Set
slabs.
4. Utility trench backfill in landscape areas more than 6 inches above pipe or conduit.
K. Fill and Backfill Requiring 85 percent Compaction:
1. Landscape Fill.
L. Backfill Requiring Use of Light Compactors:
1. Utility trench Backfill.
2. Within 3 feet of embedded foundation walls and retaining walls.
M. Grading:
1. Grade soils as indicated in Section 31 2200, Grading.
3.4 COMPLETION
A. Site Tests and Inspections:
1. Comply with requirements of City of Riverside Standards and °KCAPWA' Standard
Specifications.
2. Perform soil moisture content and density tests, continuous observation of backfill
and compaction Work and proof roll subgrade as indicated in Section 31 2200,
Grading.
B. Maintenance of Moisture Content and Density:
1. Comply with requirements in Section 31 2200, Grading.
C. Disposal:
1. Comply with requirements in Section 31 2200, Grading.
D. Daily Cleaning:
1. Comply with requirements in Section 31 2200, Grading.
END OF SECTION 31 2300
Renner Brenner Park 312300 - 7 May 2024
Skatepark Renovation EXCAVATING, BACKFILLING & COMPACTING Bid Set
SECTION 321124—AGGREGATE BASE COURSE
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Aggregate base for skatepark and sidewalk as indicated on drawings.
B. Related Documents and Sections:
1. City of Riverside Standards and "KCAPWA" Standard Specifications.
C. Allowances:
1. Comply with requirements of City of Riverside Standards and "KCAPWA" Standard
Specifications.
1.2 SYSTEM DESCRIPTION
A. Density Test Requirements:
1. Comply with requirements of City of Riverside Standards and "KCAPWA" Standard
Specifications.
1.3 SUBMITTALS
A. Product Submittals:
1. Comply with requirements of City of Riverside Standards and "KCAPWA" Standard
Specifications.
1.4 QUALITY ASSURANCE
A. Paving Base Conference:
1. Prior to placing aggregate base course, meet at the site with Owner's
Representative to review limits of base course work and procedures for protecting
site improvements.
1.5 SITE CONDITIONS
A. Temperature and Moisture Requirements:
1. Do not place or grade aggregate base course unless ambient air temperature is
above 35 degrees F. and subgrade soils are within moisture limits.
B. Scheduling:
1. Do not cover utility lines or subgrade soil and aggregate materials prior to
acceptance of required inspections and tests.
2. Remove aggregate base and leveling course materials covering damaged,
defective, uninspected, and untested subgrade soils, backfill aggregates, and
below grade utility lines.
PART 2 - PRODUCTS
Renner Brenner Park 321124 - 1 May 2024
Skatepark Renovation AGGREGATE BASE COURSE Bid Set
2.1 MATERIALS
A. Aggregate Materials:
1. Medium Aggregate, A6: Selected structural course aggregate, conforming to
"KCAPWA" Standard Specifications, with 3/4 inch maximum aggregate size and
not more than 5 percent passing a 200 sieve (washed analysis).
2. Medium Aggregate, A7: Selected structural course aggregate, crushed rock,
conforming to `KCAPWA" Standard Specifications, Sections for aggregates.
3. Medium Aggregate, A8: As indicated in Section 31 2300, Excavating, Backfilling,
and Compacting - Skatepark.
4. Medium Aggregate, A9: As indicated in Section 31 2300, Excavating, Backfilling,
and Compacting - Skatepark.
PART 3 - EXECUTION
3.1 PERFORMANCE
A. Verification of Conditions:
1. Examine subgrade soil for moisture content, density, and existing site drainage
conditions.
2. Verify complete installation and inspection of required below grade utility lines and
underground structures.
3. Owner's Representative will examine imported aggregate base course materials
prior to site placement.
B. Protection:
1. Comply with requirements of City of Riverside Standards and "KCAPWA° Standard
Specifications.
C. Preparation:
1. Comply with requirements in City of Riverside Standards and "KCAPWA° Standard
Specifications.
D. Placing and Spreading Concrete Base Course:
1. Place Medium Aggregate, A7 base course on prepared substrate in a single layer
to not less than 4 inch depth below new interior concrete slabs on grade.
2. Place Medium Aggregate, A7 base course on prepared substrate to not less than
4 inches deep below new exterior concrete curbs, walks, stairs, and ramps on
grade.
3. Place Fine Aggregate. A9 leveling course to not less than 2 inches deep on top of
vapor retarder below interior concrete slabs on grade.
4. Place Fine Aggregate, A9 leveling course to not less than 2 inches deep on top of
soil substrate below exterior concrete curbs, walks, stairs, and ramps on grade.
5. When compacted base course is 6 inches thick or less, place base materials in a
single layer.
6. When compacted base course is indicated more than 6 inches thick, place material
in equal layers, except no single layer more than 6 or less than 3 inches in
thickness after compaction.
Renner Brenner Park 321124 - 2 May 2024
Skatepark Renovation AGGREGATE BASE COURSE Bid Set
E. Compacting and Grading of Aggregate Base Course:
1. Compact each layer of concrete slab base, course aggregates to 90 plus percent
of maximum density at optimum moisture content as determined by Modified
proctor test, ASTM D 1557.
2. Grade aggregate base courses to levels indicated.
3. Finish grade top of aggregate base courses below concrete slabs, curbs, footings,
and walks to not more than plus 1/4 inch above or minus 1/2 inch below the
elevations indicated on Drawings.
4. Finish grade top of aggregate base courses below asphaltic concrete paving to not
more than 0.05 feet above or below the elevations indicated on Drawings.
3.2 COMPLETION
A. Site Tests and Inspections:
1. Comply with requirements of City of Riverside Standards and "KCAPWA" Standard
Specifications.
B. Maintenance of Moisture Content and Density:
1. Comply with requirements of City of Riverside Standards and "KCAPWA" Standard
Specifications.
C. Disposal:
1. Remove waste material from the site.
2. Remove excess aggregate base course materials from the site.
D. Daily Cleaning:
1. Remove aggregate base course material spills from existing roads, walks,
pavements, and surface water drainage trenches.
END OF SECTION 321124
Renner Brenner Park 321124 - 3 May 2024
Skatepark Renovation AGGREGATE BASE COURSE Bid Set
SECTION 329113 — SOIL PREPARATION
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Soil materials.
2. Preparing planting areas.
B. Related Sections:
1. City of Riverside Standards and "KCAPWA" Standard Specifications.
2. Division 1 Section 01 0000, General Requirements.
1.2 REFERENCES
A. Definitions:
1. Noxious Weed: Includes Blackberry, Canada Thistle, Dandelion, Horsetail,
Morning Glory. Nut Sedge. Poison Oak, Rush Grass, Annual Bluegrass, Bermuda
Grass, Brame, Crabgrass, Johnson Grass, Nut Grass, Quack Grass, and other
plants designated as a noxious weed by authorized State and county officials.
1.3 SUBMITTALS
A. Quality Assurance Submittals:
1. Submit certification of quantities of topsoil, and soil amendments delivered to the
site.
2. Submit one copy of certificates of inspection for soil amendments as required by
governmental authorities.
3. Submit one copy of manufacturer's or vender's certified analysis of soil
amendments.
1.4 QUALITY ASSURANCE
A. Qualifications of Topsoil:
1. Prior to delivery of topsoil, submit written statement giving location of property from
which topsoil will be obtained, City's Representative will inspect site.
2. Include in written statement, names and addresses of property owners, depth of
soil to be stripped and two-year history of crops grown from similar soil.
B. Regulatory Requirements:
1. Meet State of Missouri licensing requirements for the application of herbicides.
C. Packing and Shipping:
1. Deliver commercial fertilizer in original containers with labels indicating weight,
chemical analysis and name of manufacturer.
Renner Brenner Park 329113 - 1 May 2024
Skatepark Renovation SOIL PREPARATIOIN Bid Set
D. Storage and Protection:
1. Store fertilizers and lime in dry place and protect from contamination by herbicides.
2. Protect soil materials from deterioration by surface moisture erosion, freezing
temperatures, and chemical contamination during storage and handling.
3. Protect existing and new improvements from damage and staining.
4. Provide protective cover and barriers as necessary to prevent damage and
staining.
1.5 SITE CONDITIONS
A. Environmental Requirements:
1. Prepare soil only when topsoil is not in a wet, mud, and frozen condition.
B. Scheduling:
1. Schedule preparation of seeding and sodding areas within 48 hours prior to
application of seeding and sodding.
PART 2 - PRODUCTS
2.1 MATERIALS
A. Existing Topsoil:
1. Verify existing site topsoil prior to beginning work. Project site soil test is required
from certified soil testing lab. Identify location of soil sample on site plan for review
by City's Representative.
B. New Imported Topsoil:
1. Fertile, friable, natural loam, surface soil, free of subsoil, clay lumps, brush, weeds,
roots, stones larger than 1 inch in any dimension and other material harmful to
plant growth.
2. Free of noxious weeds as designated on State of Missouri Dept. of Agricultures
Noxious Weed List.
3. Obtain from well drained site.
C. Garden Mulch
1. Free from noxious weed seed, foreign materials, and chemicals and substances
harmful to plant life.
D. Compost
1. Compost, as approved by CITY OF RIVERSIDE.
E. Commercial Peat Moss:
1. Dried horticultural peat moss, coarse, shredded, acid reaction pH 4.0-5.0, water
absorbing capacity 1100 to 1200 percent moisture content approximately 30
percent, containing no more than 2 percent ash or foreign matter.
F. Commercial Planting Fertilizers:
1. Comply with State of Missouri fertilizer laws, uniform in composition, granular or
pellet form, dry, free flowing, and bearing guaranteed analysis of manufacturer.
Renner Brenner Park 329113 -2 May 2024
Skatepark Renovation SOIL PREPARATIOIN Bid Set
2. PF1: Organic base fertilizer with minimum 10 percent nitrogen, 6 percent
phosphoric acid and 4 percent potash, 50 percent nitrogen in slow release form,
Webfoot Slow Release 10-6-4 by Pacific Agro Company.
3. PF2: Nitroform 38-0-0.
4. PF3: 16-7-12 (+iron) controlled release.
5. PF4: Superphosphate 0-45-0.
2.2 EQUIPMENT
A. Fertilizer Spreading Equipment:
1. Power Operated Spreaders: Rotary or drop distribution equipment.
2. Manual Operated Spreaders: Hand operated distribution equipment.
2.3 SOURCE QUALITY CONTROL
A. Laboratory Analysis:
1. Provide imported topsoil analysis by recognized laboratory made in accordance
with methods established by the Association of Official Agriculture Chemists.
PART 3 - EXECUTION
3.1 PERFORMANCE
A. Site Verification of Conditions:
1. Examine site for conditions which will adversely affect execution, permanence,
quality of work, survival of plant material, and survival of grasses.
2. Verify that grade and slopes of lawn areas are acceptable to CITY OF RIVERSIDE
prior to beginning soil preparation.
3. Report existing conditions detrimental to completion of soil preparation work.
4. Begin Work required in this Section only after conditions are satisfactory.
3.2 PREPARATION
A. Protection of Existing Site:
1. Protect utility lines, storm drainage lines, site improvements, and underground
utilities.
2. Stake location of underground utilities and avoid excavation in these areas beyond
safe limits.
3. Hand excavate where required to avoid utility line damage.
B. Stockpiling:
1. Stockpile and protect imported planting soil mix on site in designated location.
2. Stockpile and protect acceptable existing topsoil on site in designated location.
C. Preparation of Existing Topsoil:
Renner Brenner Park 329113 - 3 May 2024
Skatepark Renovation SOIL PREPARATIOIN Bid Set
1. Remove stones, mortar, concrete, asphalt, and debris larger than 1 inch in
diameter to a depth of 6 inches below finish grade.
2. Remove branches, wood chips, roots, and material harmful to plant life to a depth
of 6 inches below finish grade.
3. Remove or spray as required to eradicate noxious weed growth and roots.
4. Achieve complete removal or kill.
5. Kill achieved by working soil is permissible for annual non-noxious broadleaf
weeds.
6. Place three inches of humus.
7. Apply lime at 75 pounds per 200 square feet and lightly rake to incorporate into
soil.
8. After raking, apply 16-7-12- fertilizer at 10 pounds per 1000 square feet.
9. Till to a depth of six inches, thoroughly mixing components.
D. Preparing Planting Areas:
1. Spread six cubic yards compost and 40 pounds of commercial fertilizer for each
1,000 square feet of planting bed area.
2. Till soil amendments into existing topsoil to a minimum depth of 4 inches.
3. Float existing amended topsoil to 2 inches below finish elevations indicated on
Drawings.
4. Slope planting beds with 6-inch crown or slope 2 percent minimum.
5. Apply garden mulch at 3-inch consistent depth.
3.3 COMPLETION
A. Adjusting and Cleaning:
1. Restore prepared areas to specified condition where eroded, settled, or compacted
after mixing of soil amendments and fine grading prior to landscape planting and
seeding.
2. Remove excess topsoil and soil amendments from adjacent paving, curb, and walk
surfaces.
3. Provide protective cover and barriers as necessary to prevent damage and
staining.
4. Remove debris, topsoil, fertilizer, limestone, textural soil amendment, and soil
mixes from curbs, walks, paving, and other improvement surfaces daily.
5. Broom and hose down curb, pavement, and walk areas daily as necessary to
maintain clean surfaces.
6. Transport surplus materials to a legal disposal area.
END OF SECTION 329113
Renner Brenner Park 329113 -4 May 2024
Skatepark Renovation SOIL PREPARATIOIN Bid Set
SECTION 329200 — TURF AND GRASSES
PART 1 GENERAL
1.01 SUMMARY
A. Section Includes:
1. Seeding.
2. Hydroseeding.
1.02 DEFINITIONS
A. Pesticide: A substance or mixture intended for preventing, destroying, repelling, or
mitigating a pest. This includes insecticides, miticides, herbicides, fungicides,
rodenticides, and molluscicides. It also includes substances or mixtures intended for
use as a plant regulator, defoliant, or desiccant.
B. Planting Soil: Existing, on-site soil; imported soil; or manufactured soil that has been
modified with soil amendments and perhaps fertilizers to produce a soil mixture best for
plant growth. See Section 329113 "Soil Preparation" and drawing designations for
planting soils.
1.03 RELATED SECTIONS
A. Division 1 Section 01 0000 "General Requirements".
B. Division 32 Section 32 8400 "Irrigation"
C. Division 32 Section 32 9113 "Soil Preparation"
D. Division 32 Section 32 9300 "Trees, Plants and Ground Covers".
1.04 INFORMATIONAL SUBMITTALS
A. Certification of grass seed.
1. Certification of each seed mixture for turfgrass.
B. Product certificates.
1.05 QUALITY ASSURANCE
A. Installer Qualifications: A qualified landscape Installer whose work has resulted in
successful turf establishment.
1. Installer's Field Supervision: Require Installer to maintain an experienced full-time
supervisor on Project site when work is in progress.
2. Personnel Certifications: Installer's field supervisor shall have certification in one
of the following categories from the Professional Landcare Network:
a. Landscape Industry Certified Technician - Exterior.
b. Landscape Industry Certified Lawncare Manager.
c. Landscape Industry Certified Lawncare Technician.
3. Pesticide Applicator: State licensed, commercial.
Renner Brenner Park 329200 - 1 May 2024
Skatepark Renovation TURF AND GRASSES Bid Set
1.06 DELIVERY, STORAGE, AND HANDLING
A. Seed and Other Packaged Materials: Deliver packaged materials in original, unopened
containers showing weight, certified analysis, name and address of manufacturer, and
indication of compliance with state and Federal laws, as applicable.
B. Sod: Harvest, deliver, store, and handle sod according to requirements in
"Specifications for Turfgrass Sod Materials" and "Specifications for Turfgrass Sod
Transplanting and Installation" sections in TPI's "Guideline Specifications to Turfgrass
Sodding." Deliver sod within 24 hours of harvesting and in time for planting promptly.
Protect sod from breakage and drying.
PART 2 PRODUCTS
2.01 SEED
A. Grass Seed: Fresh, clean, dry, new-crop seed complying with AOSA's "Rules for
Testing Seeds" for purity and germination tolerances.
B. Seed Species:
1. Quality: State-certified seed of grass species as listed below for solar exposure.
2. Quality: Seed of grass species as listed below for solar exposure, with not less
than 85 percent germination, not less than 95 percent pure seed, and not more
than 0.5 percent weed seed:
C. Grass-Seed Mix: Proprietary seed mix as follows:
1. Products: To be determined by City of Riverside.
2.02 FERTILIZERS FOR HYDROSEEDING SLURRY
A. Fertilizers for dry seeding is included in soil preparation and specified in Section
32 9113 "Soil Preparation".
B. Fertilizer for hydroseeding: Commercial-grade complete fertilizer of neutral character,
consisting of fast- and slow-release nitrogen, 50 percent derived from natural organic
sources of urea formaldehyde, phosphorous, and potassium in the following
composition:
1. Composition: as recommended by soil tests required in Section 329113 "Soil
Preparation" or, if no soil testing was performed then [1 lb/1000 sq. ft.] [16
percent of actual nitrogen, 16 percent phosphorous, and 16 percent potassium,
by weight; 22 percent of actual nitrogen, 5 percent phosphorous, and 10
percent potassium, by weight].
C. Slow-Release Fertilizer for turf postfertilization: Granular or pelleted fertilizer
consisting of 50 percent water-insoluble nitrogen, phosphorus, and potassium in the
following composition:
1. Composition: 22 percent nitrogen, 5 percent phosphorous, and 10 percent
potassium, by weight.
Renner Brenner Park 329200 -2 May 2024
Skatepark Renovation TURF AND GRASSES Bid Set
2.03 EQUIPMENT
A. Hydroseeding Equipment: Use equipment for application of fertilizer, seed and fiber
mulch slurry that complies with the following:
1. Has a built-in agitation system with operating capacity sufficient to agitate,
suspend and homogenously mix specified slurry;
2. Has a pressure spray distribution system providing a continuous,
nonfluctuating discharge of slurry uniformly on Planting Area surfaces.
3. Has slurry distribution lines large enough to prevent stoppage.
B. Dry Seeding Equipment: as necessary to provide even distribution of seed.
2.04 FERTILIZERS
A. Commercial Fertilizer: Commercial-grade complete fertilizer of neutral character,
consisting of fast- and slow-release nitrogen, 50 percent derived from natural organic
sources of urea formaldehyde, phosphorous, and potassium in the following
composition:
1. Composition: 1 Ib/1000 sq. ft. of actual nitrogen, 4 percent phosphorous, and 2
percent potassium, by weight.
B. Slow-Release Fertilizer: Granular or pelleted fertilizer consisting of 50 percent water-
insoluble nitrogen, phosphorus. and potassium in the following composition:
1. Composition: 20 percent nitrogen, 10 percent phosphorous, and 10 percent
potassium, by weight.
2.05 MULCHES
A. Straw Mulch: Provide air-dry. clean, mildew- and seed-free, salt hay or threshed straw
of wheat, rye, oats, or barley.
B. Sphagnum Peat Mulch: Partially decomposed sphagnum peat moss, finely divided or
of granular texture, and with a pH range of 3.4 to 4.8.
C. Muck Peat Mulch: Partially decomposed moss peat, native peat. or reed-sedge peat,
finely divided or of granular texture, with a pH range of 6 to 7.5. and having a water-
absorbing capacity of 1100 to 2000 percent, and containing no sand.
D. Compost Mulch: Well-composted, stable, and weed-free organic matter, pH range of
5.5 to 8; moisture content 35 to 55 percent by weight; 100 percent passing through 1-
inch sieve; soluble salt content of 2 to 5 decisiemens/m; not exceeding 0.5 percent inert
contaminants and free of substances toxic to plantings; and as follows:
2.06 PESTICIDES
A. General: Pesticide. registered and approved by the EPA, acceptable to authorities
having jurisdiction, and of type recommended by manufacturer for each specific problem
and as required for Project conditions and application. Do not use restricted pesticides
unless authorized in writing by authorities having jurisdiction.
Renner Brenner Park 329200 - 3 May 2024
Skatepark Renovation TURF AND GRASSES Bid Set
PART 3 EXECUTION
3.01 TURF AREA PREPARATION
A. General: Prepare planting area for soil placement and mix planting soil according to
Section 329113 "Soil Preparation".
B. Reduce elevation of planting soil to allow for soil thickness of sod.
C. Moisten prepared area before planting if soil is dry. Water thoroughly and allow surface
to dry before planting. Do not create muddy soil.
D. Before planting, obtain Architect's acceptance of finish grading; restore planting areas if
eroded or otherwise disturbed after finish grading.
3.02 SEEDING
A. Sow seed with spreader or seeding machine. Do not broadcast or drop seed when wind
velocity exceeds 5 mph.
1. Evenly distribute seed by sowing equal quantities in two directions at right angles
to each other.
2. Do not use wet seed or seed that is moldy or otherwise damaged.
3. Do not seed against existing trees. Limit extent of seed to outside edge of planting
saucer.
B. Sow seed at a total rate of 5 to 8 lb/1000 sq. ft.
C. Rake seed lightly into top 1/8 inch of soil, roll lightly, and water with fine spray.
D. Protect seeded areas with slopes not exceeding 1:6 by spreading straw mulch. Spread
uniformly at a minimum rate of 2 tons/acre to form a continuous blanket 1-1/2 inches in
loose thickness over seeded areas.
1. Anchor straw mulch by crimping into soil with suitable mechanical equipment.
E. Protect seeded areas from hot, dry weather or drying winds by applying compost mulch
within 24 hours after completing seeding operations. Soak areas, scatter mulch
uniformly to a thickness of 3/16 inch, and roll surface smooth.
3.03 HYDROSEEDING
A. Hydroseeding: Mix specified seed, pre-emergent herbicide, commercial fertilizer, and
fiber mulch in water, using equipment specifically designed for hydroseed application.
Continue mixing until uniformly blended into homogeneous slurry suitable for hydraulic
application.
1. Mix slurry with fiber-mulch manufacturer's recommended tackifier.
B. Spray-apply slurry uniformly to all areas to be seeded in a one-step process.
1. Apply slurry at a rate so that mulch component is deposited at not less than
1500-Ib/acre dry weight and seed component is deposited at not less than 5 to
8 lb/1000 sq. ft. for Shade Mix and 10 lb/1000 sq. ft. for Full Sun Mix.
a. If preapproved by Owner to seed after October 1st, increase seed
quantity by 1 lb per week per 1000 sq. ft. up to a total of 14 lbs per 1000
sq. ft.
Renner Brenner Park 329200 -4 May 2024
Skatepark Renovation TURF AND GRASSES Bid Set
C. Apply slurry using sweeping, horizontal motion of spray distribution system.
D. Do not allow slurry to contact adjacent Planting Areas, plants, structures or surfaces
through overspray. wind drift or any other cause. Do not seed within 2 feet of base of
trees.
3.04 TURF MAINTENANCE
A. General: Maintain and establish turf by watering, fertilizing, weeding, mowing, trimming,
replanting, and performing other operations as required to establish healthy, viable turf.
Roll. regrade. and replant bare or eroded areas and remulch to produce a uniformly
smooth turf. Provide materials and installation the same as those used in the original
installation.
B. Mow turf as soon as top growth is tall enough to cut. Repeat mowing to maintain
specified height without cutting more than one-third of grass height. Remove no more
than one-third of grass-leaf growth in initial or subsequent mowings.
3.05 SATISFACTORY TURF
A. Turf installations shall meet the following criteria as determined by Architect:
1. Satisfactory Seeded Turf: At end of maintenance period, a healthy, uniform. close
stand of grass has been established. free of weeds and surface irregularities, with
coverage exceeding 90 percent over any 10 sq. ft. and bare spots not exceeding
5 by 5 inches.
2. Satisfactory Sodded Turf: At end of maintenance period, a healthy, well-rooted,
even-colored, viable turf has been established, free of weeds, open joints, bare
areas, and surface irregularities.
B. Use specified materials to reestablish turf that does not comply with requirements and
continue maintenance until turf is satisfactory.
END OF SECTION 329200
Renner Brenner Park 329200 - 5 May 2024
Skatepark Renovation TURF AND GRASSES Bid Set
SECTION 334600—SUBDRAINAGE SYSTEMS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Retaining wall drainage.
2. Planter drainage.
3. Under floor slab drainage.
4. Landscape drainage.
5. Pedestrian walk drainage.
B. Related Sections:
1. Section 31 2300, Excavating, Backfilling, and Compacting
2. Section 03 3010, Portland Cement Concrete
3. Section 03 3000, Cast-in-Place Concrete.
1.2 SUBMITTALS
A. Product Submittals:
1. Comply with requirements of City of Riverside Standards and "KCAPWA" Standard
Specifications.
2. Submit product data for catch basins, catch basin frames, drain grates, and storm
sewer pipe.
3. Submit product data for perforated drain pipe, nonperforated drain pipe, and
geotextile filter fabric.
4. Submit product data for drain tubing and slotted surface drains.
B. Quality Control Submittals:
1. Comply with requirements of City of Riverside Standards and "KCAPWA" Standard
Specifications.
2. Submit one copy of site test reports for water exfiltration tests on installed
nonperforated sewerage and drainage systems.
3. Submit one copy of the City of Riverside standard Certificate of Inspection for each
drainage system.
C. Closeout Submittals:
1. Submit Project Record Documents for drainage systems with record of invert
elevations and dimensions from drain lines to property and building lines.
1.3 QUALITY ASSURANCE
A. Regulatory Requirements:
1. Conform to requirements of governing agencies for drainage system.
PART 2 - PRODUCTS
2.1 PIPE COMPONENTS (REFER TO DRAWINGS)
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Skatepark Renovation SUBDRAINAGE SYSTEMS Bid Set
A. Corrugated Polyethylene (PE) Drain Tubing:
1. Industry Standard: ASTM F 405.
2. Tubing Components: Corrugated polyethylene drainage tubing, slotted with drain
filter and nonperforated.
3. Tubing Joint Accessories: Coupling, reducing coupler, tee, 90 degree ell, 45
degree wye, and end plugs.
4. Solvent Cement: ASTM D 2235.
5. Acceptable Tubing: ADS Drain Guard by Advanced Drainage Systems, Inc. (N-
12, double wall) or Agri-Flow by Hancor.
B. Corrugated High-density Polyethylene (HDPE) Drain Pipe:
1. Industry Standard: ASTM F 405.
2. Piping Components: Corrugated high-density polyethylene drainage tubing,
slotted.
3. Piping Joint Accessories: Coupling, reducing coupler, tee, 90 degree ell, 45
degree wye, and end plugs.
4. Fitting shall conform to AASHTO M252M, AASHTO M294, or AASHTO F2306
5. Acceptable Tubing: ADS by Advanced Drainage Systems, Inc. (N-12, slotted/dual
wall), Hi-Q by Hancor (slotted/dual wall) or approved equal
C. PVC Small Diameter Sewer Pipe:
1. Industry Standard: Gasket bell end pipe, ASTM D 3034, SDR 35 from PVC
components of ASTM D 1784.
2. Diameters: 4, 6, 8, 10, 12, and 15 inches.
3. Rubber Gaskets: ASTM F 477.
4. Fittings: Manufacturer's standard.
5. Solvent Cement: ASTM D 2564.
D. PVC Drain Pipe:
1. Industry Standard: ASTM D 2729, bell end pipe.
2. Standard Pipe Diameter: 2, 3, 4, 5, and 6 inches.
3. Perforated Pipe Diameter: 3, 4 and 6 inches.
4. Solvent Cement: ASTM D 2564.
2.2 ACCESSORIES (REFER TO DRAWINGS)
A. Skatepark Floor Drains:
1. Refer to drawings.
B. Landscape Area Drains:
1. Refer to drawings.
C. Aggregate Backfill and Geotextile Filter Fabric:
1. Bedding, Haunching, Initial Backfill Aggregate: Initial backfill aggregate as
indicated in Section 31 2300, Excavating, Backfilling, and Compacting.
2. Drainage Aggregate: Drain gravel as indicated in Section 312300, Excavating,
Backfilling, and Compacting.
D. Geotextile Erosion Control Fabric:
1. Thickness: 19 mils.
2. Weight: 6.5 ounces per square yard.
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Skatepark Renovation SUBDRAINAGE SYSTEMS Bid Set
3. Acceptable Fabrics: Propex 1199, 1325, 2006 by Amoco, 700X by Mirafi.
E. Reinforced Concrete Manholes:
1. Regulatory Requirements: Conform to City of Riverside Standards.
F. Location Tracer:
1. Wire Size and Type: No. 18, insulated copper.
2. Insulation Cover Color: Green.
G. Exterior Cleanouts:
1. Access Box: Heavy duty cast iron.
2. Covers and Flanges: Secured, cast iron.
3. Cutoff Sections: Serrated.
4. Plugs: Threaded bronze.
5. Mounting: 18 inches square by 6 inches thick concrete pad at grade.
6. Acceptable Cleanouts: 58860 by Josam or approved equal.
PART 3 - EXECUTION
3.1 PERFORMANCE
A. Protection:
1. Cover exposed ends of drain and sewer lines during construction work to protect
lines from debris.
B. Preparation:
1. Trench soil as required for installation, inspection, and backfill compaction.
2. Install PVC pipe sleeves under walks and paving as indicated on Drawings, or as
required to provide pipe access under Work.
3. Fill trench with bedding aggregates to height required for 0.5 percent continuous
slope in drain tubing, drain pipe, and storm sewer pipe, unless otherwise indicated
on Drawings.
C. Installation of Perforated Drain Pipe:
1. Install drainage aggregate 4 inches minimum thick on top of pipe.
2. Install perforated pipe systems in sizes and locations indicated on Drawings with
ells, tees, wyes, couplers, and end plugs as required.
3. Continue perforated pipe to nonperforated pipe distribution lines.
4. Install perforated pipe at 2 percent continuous slope (ADS single wall) 0.5 percent
or higher continuous slope (ADS double wall N-12).
5. Install drainage aggregate to spring line of pipe and tamp in place.
6. Install drainage aggregate to 6 inches over and around pipe and tamp and vibrate.
7. Pull filter fabric over drainage aggregate, lap fabric edges 12 inches minimum and
tie loose edges of fabric with 18 gage tie wire.
8. Install location tracer wire over non-metallic pipe.
9. Backfill and compact subsequent lifts in accordance with Section 31 2300,
Excavating, Backfilling, and Compacting.
10. Solvent weld perforated PVC drain pipe joints in accordance with ASTM D 2855.
D. Installation of Non-perforated Drain Tubing:
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Skatepark Renovation SUBDRAINAGE SYSTEMS Bid Set
1. Install bedding aggregate 4 to 6 inches thick in trench and excavate bedding for
base of tubing and tubing bells.
2. Install drain system in sizes and locations indicated on Drawings with ells, tees,
wyes, couplers, and end plugs as required.
3. Solvent weld drain tubing joints.
4. Continue foundation drain lines to storm sewer manhole.
5. Install haunching aggregate to spring line of tube.
6. Install initial backfill aggregate to at least 6 inches over tubing and tamp and vibrate
to required density.
7. Install location tracer wire over non-metallic tubing.
8. Backfill and compact subsequent lifts in accordance with Section 312300,
Excavating, Backfilling and Compacting.
3.2 COMPLETION
A. Testing Requirements:
1. Notify Owner's representative 24 hours before conducting tests.
2. Test in large sections before covering above the spring line.
3. Continue to monitor water test levels during backfilling and compacting.
B. Adjusting and Cleaning:
1. Repair or replace defective lines and system components.
2. Excavate and recompact backfill where settlement damages site improvements.
3. Replace or repair walks, paving, site. and landscape improvements damaged by
backfill settlement.
4. Remove excess soil materials from paving, walk, and landscape areas as soon as
backfilling is complete.
END OF SECTION 334600
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Skatepark Renovation SUBDRAINAGE SYSTEMS Bid Set