HomeMy WebLinkAboutPark Specialties; 2003-03-20; PKS02-05DOC # 2004-0256553
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Recording requested by: NQR 23:. 2004 8~42 CIrC CITY OF CARLSBAD
When recorded mail to:
City Clerk
City of Carlsbad
Carlsbad CA 92008
rnICI& REm SElN DIEGO COUHTY MMIRDER'S OFFICE GREGORY J. SHITH, CWY RECORDER 1200 Carlsbad Village Drive FEES: 0.00
Space above for Recorder's use
NOTICE OF COMPLETION
Notice is hereby given that:
1. The undersigned is owner of interest or estate stated below in the property hereinafter described.
2. The full name of the undersigned is City of Carlsbad, a municipal corporation.
3. The full address of the undersigned is 1200 Carlsbad Village Drive, Carlsbad, California 92008.
4. The nature of the title of the undersigned is: In fee.
5. A work of improvement on the property hereinafter described was completed on October 27, 2003.
6. The name of the contractor, if any, for such work of improvement is Park Specialties
7. The property on which said work of improvement was completed is in the City of Carlsbad, County
of San Diego, State of California, and is described as follows:
Contract No. PKS02-05
Playground Equipment Upgrades at Various Park Sites
8. The street address of said property is:
3235 Eureka Place, Carlsbad, California 92008
Pi0 Pic0 and Chestnut, Carlsbad, California 92008
Pueblo Street & Rana Court, Carlsbad, California 92009
3420 Camino de 10s Coche, Carlsbad, California 92009
2997 Glasgow Drive, Carlsbad, California 92008
Kelly Drive @ Park Drive, California 92008
Carlsbad Blvd @ Cannon, California 92008
6600 Hidden Valley Road, California 92008
Pub I i c'W o'r ks Director
VERIFICATION OF CITY CLERK
I, the undersigned say:
I am the City Clerk of the City of Carlsbad, 1200 Carlsbad Village Drive, Carlsbad CA 92008; the City
Council of said City on ,2004 accepted the above work as completed
and ordered that a Notice of Completion be filed.
March 23rd
I declare under penalty of perjury that the foregoing is true and correct.
Executed on March 24th , 2004 at Carlsbad, California
uorraine JWood, M. City Clerk
la
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CITY OF CARLSBAD
San Diego County
California
CONTRACT DOCUMENTS AND
SUPPLEMENTAL PROVISIONS
FOR
PLAYGROUND EQUIPMENT
UPGRADES AT VARIOUS
PARK SITES
CONTRACT NO. PKS02-05
September 11,2000
a Revised 9/11/00 Contract No. PKS02-05 Page 1 of 61 Pages
_.- - Item
TABLE OF CONTENTS
Paae
Notice Inviting Bids ........................................................................................................................ 4
Contractor‘s Proposal .................................................................................................................... 8
Bid Security Form .......................................................................................................................... 14
Bidder‘s Bond To Accompany Proposal ....................................................................................... 15
Guide For Completing the “Designation Of Subcontractor and Amount Of Subcontractor’s
Bid Items” and “Designation of Owner OperatodLessor and Amount Of Owner Operator/Lessor Work” Forms .......................................................................................................................... 17
Designation Of Subcontractor and Amount Of Subcontractor‘s Bid Items ................................. 19
Designation Of Owner Operator/Lessor and Amount Of Owner Operator/Lessor Work ............ 20
Bidder’s Statement Of Financial Responsibility ............................................................................ 21
Bidder‘s Statement Of Technical Ability And Experience ............................................................. 22
Bidder‘s Certificate Of Insurance For General Liability. Employers’ Liability. Automotive
- Liability And Workers’ Compensation .......................................................................................... 23
Bidder’s Statement Of Re Debarment .......................................................................................... 24
Bidder’s Disclosure Of Discipline Record ......................................................................... 25
27 Non-Collusion Affidavit To Be Executed By Bidder And Submitted With Bid ..............................
Contract Public Works ................................................................................................................... 28
Labor And Materials Bond ............................................................................................................. 34
Faithful Performance/Warranty Bond ........................................................................................... 36
Optional Escrow Agreement For Surety Deposits In Lieu Of Retention ....................................... 38
SUPPLEMENTAL PROVISIONS
Part 1
Section 1
1-1
1-2
1-3
Section 2 .
2-3
2-4
General Provisions
Terms. Definitions Abbreviations And Symbols
Terms ................................................................................................................... 41
Definitions ............................................................................................................. 41
Abbreviations ........................................................................................................ 42
Scope And Control Of The Work
Subcontracts ........................................................................................................ 43
Contract Bonds ..................................................................................................... 43
@ Revised 9/11/00 Contract No . PKS02-05 Page 2 of 61 Pages
. 2-5
2-1 0
Section 3
3-2
3-3 3-4
3-5
Section 4
4-1
4-2
Section 5
5-1
5-4
5-6
Section 6
6- 1
6-2
6-6
6-7
6-8
6-9 .
Section 7
7-3
7-4
7-5
7-7
7-8
7-1 0
7-1 3
Section 9
9-1
9-3
Plans And Specifications ......................................................................................
Authority Of Board And Engineer .........................................................................
Changes In Work
Changes Initiated by the Agency .........................................................................
Extra Work ............................................................................................................
Disputed Work ...................................................................................................... Changed Conditions .............................................................................................
Control Of Materials Materials And Workmanship ................................................................................
Materials Transportation. Handling and Storage ..................................................
Utilities
Location ................................................................................................................
Relocation ............................................................................................................. Cooperation ..........................................................................................................
Prosecution. Progress And Acceptance Of The Work
Construction Schedule And Commencement Of Work ........................................
Prosecution Of Work ............................................................................................
Delays And Extensions Of Time ..........................................................................
Time of Completion ..............................................................................................
Completion And Acceptance ................................................................................
Liquidated Damages ............................................................................................
Responsibilities Of The Contractor
Liability Insurance .................................................................................................
Workers' Compensation Insurance ......................................................................
Permits .................................................................................................................
Cooperation and Collateral Work .........................................................................
Laws To Be Observed ..........................................................................................
Project Site Maintenance .....................................................................................
Public Convenience And Safety ...........................................................................
Measurement and Payment
Measurement Of Quantities For Unit Price Work .................................................
Payment ................................................................................................................
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Revised 9/11/00 Contract No . PKS02-05 Page 3 of 61 Pages
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CITY OF CARLSBAD, CALIFORNIA
NOTICE INVITING BIDS
Until 4:OO p.m. on June 4,2002, the City shall accept sealed bids, clearly marked as such, at the
Faraday Center, 1635 Faraday Avenue, Carlsbad, CA 92008-7314, Attn: Purchasing Officer, by mail,
delivery service or by deposit in the Bid Box located in the first floor lobby, at which time they will be
opened and read, for performing the work as follows: install new playground equipment and
rubberized surfacing at various park sites.
CONTRACT NO. PKS02-05
PLAYGROUND EQUIPMENT UPGRADES AT VARIOUS PARK SITES
This bid and the terms of the Contract Documents and Supplemental Provisions constitute an
irrevocable offer that shall remain valid and in full force for a period of 90 days and such additional
time as may be mutually agreed upon by the City of Carlsbad and the Bidder.
The work shall be performed in strict conformity with the plans and specifications as approved by the
City Council of the City of Carlsbad on file with the General Services Department. The specifications for the work conform to Americans with Disabilities Act Accessibility Guidelines (ADAAG), the
California Code of Regulations Title 22, Division 4, Chapter 22 and to the requirements of American
Society for Testing and Materials (ASTM) F1487.
The City of Carlsbad encourages the participation of minority and women-owned businesses.
1- The playground equipment manufacturer used for this project is Landscape Structure, Inc and the
playbound poured-in-place resilient rubber surfacing is Surface America. The supplier for said
equipment and rubberized surfacing material is Coast Recreation, Inc., 2082 S.E. Bristol, Suite #204, Newport Beach, CA 92660. No substitutions or equals are allowed for this project.
The City of Carlsbad may disqualify a contractor or subcontractor from participating in bidding when
a contractor or subcontractor has been debarred by the City of Carlsbad or another jurisdiction in the
State of California as an irresponsible bidder.
No bid will be received unless it is made on a proposal form furnished by the Purchasing
Department. Each bid must be accompanied by security in a form and amount required by law. The
bidder’s security of the second and third next lowest responsive bidders may be withheld until the
Contract has been fully executed. The security submitted by all other unsuccessful bidders shall be
returned to them, or deemed void, within ten (1 0) days after the Contract is awarded. Pursuant to the
provisions of law (Public Contract Code section 10263)’ appropriate securities may be substituted for
any obligation required by this notice or for any monies withheld by the City to ensure performance
under this Contract. section 10263 of the Public Contract Code requires monies or securities to be
deposited with the City or a state or federally chartered bank in California as the escrow agent. The escrow agent shall maintain insurance to cover negligent acts and omissions of the agent in
connection with the handling of retentions under this section in an amount not less than $100,000
per contract.
The documents which comprise the Bidder’s proposal and that must be completed and properly
executed including notarization where indicated are:
e Revised 911 1/00 Contract No. PKS02-05 Page 4 of 61 Pages
1.
/- 2.
3.
4.
5.
6. 7.
t
Contractor's Proposal Bidder's Bond Non-Collusion Affidavit Designation of Subcontractors and Amount of Subcontractor Bid Designation of Owner Operator/Lessors & Amount of Owner OperatorRessor Work Bidder's Statement of Financial Responsibility
Bidder's Statement of Technical Ability and Experience
8. Acknowledgement of Addendum(a)
9. Certificate of Insurance. The riders covering
the City, its officials, employees and volunteers may be omitted at the time of bid submittal but shall be provided by the Bidder prior to award of this contract. 10.Bidder' s Statement Re Debarment
11 .Bidder's Disclosure Of Discipline Record
12.Escrow Agreement for Security Deposits - (optional, must be completed if the Bidder
wishes to use the Escrow Agreement for Security)
All bids will be compared on the basis of the Engineer's Estimate. The estimated quantities are
approximate and serve solely as a basis for the comparison of bids. The Engineer's Estimate is
$291,000. - Except as provided herein a bid submitted to the City by a Contractor who is not licensed as a
contractor pursuant to the Business and Professions Code shall be considered nonresponsive and
shall be rejected by the City. In all contracts where federal funds are involved, no bid submitted shall
be invalidated by the failure of the bidder to be licensed in accordance with California law. Where
federal funds are involved the contractor shall be properly licensed at the time the contract is
awarded. In all other cases the contractor shall state their license number, expiration date and
classification in the proposal, under penalty of perjury. This invitation to bid does not involve federal
funds. The following classifications are acceptable for this contract: C-61-D34, C-61 -D12.
If the Contractor intends to utilize the escrow agreement included in the contract documents in lieu of
the usual 10% retention from each payment, these documents must be completed and submitted
with the signed contract. The escrow agreement may not be substituted at a later date.
I-
Sets of plans, supplemental provisions, and Contract documents may be obtained at the Cashier's
Counter of the Faraday Center located at 1635 Faraday Avenue, Carlsbad, California 92008-731 4,
for a non-refundable fee of $20.00 per set. If plans and specifications are to be mailed, the cost for
postage should be added.
Any prospective bidder who is in doubt as to the intended meaning of any part of the drawings,
specifications or other contract documents, or finds discrepancies in or omissions from the drawings
and specifications may submit to the Engineer a written request for clarification or correction. Any
response will be made only by a written addendum duly issued by the Engineer a copy of which will
be mailed or delivered to each person receiving a set of the contract documents. No oral response
will be made to such inquiry. Prior to the award of the contract, no addition to, modification of
or interpretation of any provision in the contract documents will be given by any agent,
employee or contractor of the City of Carlsbad except as hereinbefore specified. No bidder
may rely on directions given by any agent, employee or contractor of the City of Carlsbad
except as hereinbefore specified.
The City of Carlsbad reserves the right to reject any or all bids and to waive any minor irregularity or informality in such bids.
The general prevailing rate of wages for each craft or type of worker needed to execute the Contract
shall be those as determined by the Director of Industrial Relations pursuant to the sections 1770,
1773, and 1773.1 of the Labor Code. Pursuant to section 1773.2 of the Labor Code, a current copy
of applicable wage rates is on file in the Office of the City Engineer. The Contractor to whom the
Contract is awarded shall not pay less than the said specified prevailing rates of wages to all workers
r"
@ Revised 9/11/00 Contract No. PKS02-05 Page 5 of 61 Pages
employed by him or her in the execution of the Contract.
The Prime Contractor shall be responsible for insuring compliance with provisions of section 1777.5 of the Labor Code and section 4100 et seq. of the Public Contracts Code, "Subletting and
Subcontracting Fair Practices Act." The City Engineer is the City's "duly authorized officer" for the
purposes of section 4107 and 4107.5.
The provisions of Part 7, Chapter 1, of the Labor Code commencing with section 1720 shall apply to
the Contract for work.
A mandatory pre-bid meeting and tour of the project sites will be held at 405 Oak Avenue,
Carlsbad, California on Thursday, May 16,2002 at 1:00 p.m.
All bids are to be computed on the basis of the given estimated quantities of work, as indicated in this
proposal, times the unit price as submitted by the bidder. In case of a discrepancy between words
and figures, the words shall prevail. In case of an error in the extension of a unit price, the corrected
extension shall be calculated and the bids will be computed as indicated above and compared on the
basis of the corrected totals.
All prices must be in ink or typewritten. Changes or corrections may be crossed out and typed or
written in with ink and must be initialed in ink by a person authorized to sign for the Contractor.
Bidders are advised to verify the issuance of all addenda and receipt thereof one day prior to
bidding. Submission of bids without acknowledgment of addenda may be cause of rejection of bid.
The Contractor shall provide bonds to secure faithful performance and warranty of the work in an
amount equal to one hundred percent (100%) of the Contract price on this project. The Contractor
shall provide bonds to secure payment of laborers and materials suppliers, in an amount equal to:
1) One hundred percent (100%) of the total amount payable by the terms of the contract when the total amount payable does not exceed five million dollars ($5,000,000).
2) Fifty percent (50%) of the total amount payable by the terms of the contract when the total
amount payable is not less than five million dollars ($5,000,000) and does not exceed ten million
dollars ($1 0,000,000).
3) Twenty-five percent (25%) of the total amount payable by the terms of the contract if the contract exceeds ten million dollars ($1 0,000,000).
These bonds shall be kept in full force and effect during the course of this project, and shall extend in
full force and effect and be retained by the City until they are released as stated in the Supplemental
Provisions section of this contract. All bonds are to be placed with a surety insurance carrier admitted and authorized to transact the business of insurance in California and whose assets exceed
their liabilities in an amount equal to or in excess of the amount of the bond. The bonds are to be
accompanied by the following documents:
1) An original, or a certified copy, of the unrevoked appointment, power of attorney, by laws, or other instrument entitling or authorizing the person who executed the bond to do so.
2) A certified copy of the certificate of authority of the insurer issued by the insurance commissioner.
If the bid is accepted, the City may require copies of the insurer's most recent annual statement and
quarterly statement filed with the Department of Insurance pursuant to Article 10 (commencing with
section 900) of Chapter 1 of Part 2 of Division 1 of the Insurance Code, within 10 calendar days of
the insurer's receipt of a request to submit the statements.
Insurance is to be placed with insurers that:
1) Have a rating in the most recent Best's Key Rating Guide of at least A-:V
2) Are admitted and authorized to transact the business of insurance in the State of California by the Insurance Commissioner.
I
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e Revised 9/11/00 Contract No. PKS02-05 Page 6 of 61 Pages
Auto policies offered to meet the specification of this contract must:
1) Meet the conditions stated above for all insurance companies.
2) Cover any vehicle used in the performance of the contract, used onsite or offsite, whether owned, non-owned or hired, and whether scheduled or non-scheduled. The auto insurance certificate
must state the coverage is for "any auto" and cannot be limited in any manner.
Workers' compensation insurance required under this contract must be offered by a company
meeting the above standards with the exception that the Best's rating condition is waived. The City
does accept policies issued by the State Compensation Fund meeting the requirement for workers'
compensation insurance.
The Contractor shall be required to maintain insurance as specified in the Contract. Any additional
cost of said insurance shall be included in the bid price.
The award of the contract by the City Council is contingent upon the Contractor submitting the
required bonds and insurance, as described in the contract, within twenty days of bid opening. If the
Contractor fails to comply with these requirements, the City may award the contract to the second or
third lowest bidder and the bid security of the lowest bidder may be forfeited.
The prime contractor and all subcontractors are required to have and maintain a valid City of
Carlsbad Business License for the duration of the contract.
Approved by the City Council of the City of Carlsbad, California, by Resolution No. 2002-105, adopted on the 9Ih day of April, 2002.
Revised 911 1/00 Contract No. PKS02-05 Page 7 of 61 Pages
CITY OF CARLSBAD
CONTRACT NO. PKS02-05
PLAYGROUND EQUIPMENT UPGRADES AT VARIOUS PARK SITES
CONTRACTOR’S PROPOSAL
City Council
City of Carlsbad
1200 Carlsbad Village Drive
Carlsbad, California 92008
The undersigned declares he/she has carefully examined the location of the work, read the Notice
Inviting Bids, examined the Plans, Specifications, Supplemental Provisions and addenda thereto,
and hereby proposes to furnish all labor, materials, equipment, transportation, and services required
to do all the work to complete Contract No. PKS02-05 in accordance with the Plans, Specifications,
Supplemental Provisions and addenda thereto and that he/she will take in full payment therefor the
following unit prices for each item complete, to wit:
SCHEDULE “Ayy PLAYGROUND EQUIPMENT
Item - No. DescriDtion
Approx. Quantity Unit
and Unit - Price
Holidav Park A-1 #12880-2 Playshaper playstructure 1 $ 13,264.83
A-2 #100048A 2” Arch tot swing 4 1 $ 2,130.dO
A-3 #123517C Stationary cycler 1
A-4 #lo01 05A Age appropriate sign 2- 1 $ 350.00
A-5 #111297A Sand & water panel 1 $
place
$ 960.00
5 years
830.00
A-6 #125059A Spring platform 1 $ 1,145.00
A-7 #123517B Stationary cycler; ADA 1 $ 660.00
A-8 Installation of play equipment LS $ 5,ldO.OO
Laguna Riviera Park
playstructure
A-9 #12863-2 PlayBooster 1 $ 14,782.87
A-10 #122837F Single post swing 6 1 $ 2,292.00
place whelt seats
- Total
$ 13,264.83
$ 2,100.00
$ 960.00
$ 350.00
$ 830.00
$ 1,145.00
$ 660.00
$ 5,100.00
$ 19,782.87
$ 2,292.00
Revised 9/11/00 Contract No. PKS02-05 Page 8 of 61 Pages
Approx.
Item Quantity Unit - No. DescriDtion and Unit - Price
A-1 1 #lo01 06A Age appropriate sign 5- 1 $ 350.00
Laguna Riviera Park
12 years
A-1 2 Installation of play equipment LS $ 5,845.00
Total
$ 350. d0
--
I $ 5,845.00
$ 11,795.43 Calavera Park
A-1 3 #8802A1-3 Playshaper
playstructu re
1 $ 11,795.43
A-14 #8802A2-3 Access image panel 1 $ 390.00 $ 390.00
A-1 5 #lo01 05A Age appropriate sign 2- 1 $ 350.00
5 years
$ 350.00
LS $ 3,350.00 $ 3,350.00
22,4U3.97
A-1 6 Install play equipment
La Costa Canvon Park
A-1 7 #13397-2 PlayBoooster
playstructure
1 22,403.97
A-1 8 #124795H Swing 6 place w/4 belt 1 $ 2,555.00
& 2 full bucket seat@)
12 years
350.00 A-1 9 #lo01 06A Age appropriate sign 5- 1 $
$ 2,555.00
$ 350.00
A-20 Install play equipment LS $ 6,670.00 $ 6,670.00
$ 1,855.78 Cannon Park
#8136-REV4 Three (3) posts; a A-21 1 $ 1,855.78
Tic-Tac-Toe and driver panel
650.00
1 $ 6,314.15
LS $ $ 650.00
$ 6,314.15
A-22 Install play equipment
Kruaer House
A-23 #12295-1 Playshaper
playstructu re
$ 716.00 A-24 #117692 Toddler Swing w/2 half 1 bucket seats
$ 716.00
LS $ 1,850.00
1 $ 13,447.78
$ 1,850.00
$ 13,447.78
A-25 Install play equipment
A-26 #13396-2 Playshaper
Staaecoach Park
playstructure
5,428.30 A-27 #til8086 Covered wagon 1 $
A-28 #lo01 6B Spring rider Horse w/d.b. 1
A-29 1001 238 Spring rider Rhino-din0 1 $
$ 575.00
leg
w1d.b. leg
590.00
5,428.00 $
$ 575.00
$ 590.00
..I
Revised 9/11/00 Contract No. PKS02-05 Page 9 of 61 Pages
rc-
c Approx.
Item Quantity Unit
No. Description and Unit Price - Total - - Staaecoach Park
5 years
$ 350.W $ 350.00 A-30 #lo01 05A Age appropriate sign 2- 1
A-31 Install play equipment Ls $ 5,370.00 $ 5,370.00
Total amount of bid in words for Schedule “A: One Hundred Thirty Seven Thousand, Seven
hundred Forty Dollars and Fifty One Cents _-
Total amount of bid in numbers for Schedule “A”: $ 137,740.51
SC H E D U LE “6” R U B B ERIZED SU R FACING
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Approximate
Item Quantity Unit - No. Description and Unit - Price Total
B-1 PlayBound Poured-in-Place 8,535SQ $ 7-15 $ 61,025.25
resilient rubber surfacing:
50/50 mix color and black for
the top EPDM coating: 3 thick
8-2 Installation of surfacing $ 23,475.00 $ 23,475.W LS
B-3 Installation of concrete base LS $ 19,205.00 $ lY,2c)5.00
that surfacing adheres to
Total amount of bid in words for Schedule ‘$B1’: One Hundred Three Thousand, Seven hundred Five Dollars and Twenty Five Cents
103,705.25 ..-- Total amount of bid in numbers for Schedule “B: $
SCHEDULE “C” REMOVING AND DISPOSING EXISTING EQUIPMENT --
Approximate
Item Quantity Unit No. Description and Unit - Price Total - -
C-1 Remove and dispose of LS $ 20,000.00 $ 20,000.00 -- existing equipment at Holiday, Kruger House, Laguna Riviera,
Stagecoach Parks.
- La Costa Canyon and
Twenty Thousand Dollars and Zero Cents Total amount of bid in words for Schedule “C“:
-
Revised 9/11/00 Contract No. PKS02-05 Page 10 of 61 Pages
c-
I
1.
r’ Total amount of bid in numbers for Schedule “C”: $ 2o~oOo.ooDATE <.
Total amount of bid in words includin Schedule “A, “B and “C”: Two Hundred Sixty One Thousand, Four Hundred Forty B ive Dollars and Seventy Six Cents
Total amount of bid in numbers including Schedule “A”, “B and “C”: $ 261’ 445* 76
The basis of award will be the sum of Schedule “A”, “B” and “C” unless bids for Schedule “C” are
rejected, in which case the basis of award will be Schedule “A and “B only.
Price(s) given above are firm for 90 days after date of bid opening.
Addendum(a) No@). 1-7 [h’ave been received anere included in this
proposal.
The Undersigned has carefully checked all of the above figures and understands that the City will not be responsible for any error or omission on the part of the Undersigned in preparing this bid.
The Undersigned agrees that in case of default in executing the required Contract with necessary
bonds and insurance policies within twenty (20) days from the date of award of Contract by the City
Council of the City of Carlsbad, the City may administratively authorize award of the contract to the
second or third lowest bidder and the bid security of the lowest bidder may be forfeited.
The Undersigned bidder declares, under penalty of perjury, that the undersigned is licensed to do
business or act in the capacity of a contractor within the State of California, validly licensed under
license number ,> , classification ~~c-61 -n - 13 i>-34 which expires on , and that this statement is true and correct and has the legal effect of an affidavit.
2-28-03
A bid submitted to the City by a Contractor who is not licensed as a contractor pursuant to the
Business and Professions Code shall be considered nonresponsive and shall be rejected by the City 5 7028.1 5(e). In all contracts where federal funds are involved, no bid submitted shall be invalidated
by the failure of the bidder to be licensed in accordance with California law. However, at the time
the contract is awarded, the contractor shall be properly licensed. Public Contract Code 5 20104.
The Undersigned bidder hereby represents as follows:
1. That no Council member, officer agent, or employee of the City of Carlsbad is personally
interested, directly or indirectly, in this Contract, or the compensation to be paid hereunder; that no
representation, oral or in writing, of the City Council, its officers, agents, or employees has inducted
him/her to enter into this Contract, excepting only those contained in this form of Contract and the
papers made a part hereof by its terms; and
2. That this bid is made without connection with any person, firm, or corporation making a bid for the
same work, and is in all respects fair and without collusion or fraud.
Accompanying this proposal is Bond
Cashier‘s Check) for ten percent (1 0%) of the amount bid.
(Cash, Certified Check, Bond or
The Undersigned is aware of the provisions of section 3700 of the Labor Code which requires every
employer to be insured against liability for workers’ compensation or to undertake self-insurance in
accordance with the provisions of that code, and agrees to comply with such provisions before
commencing the performance of the work of this Contract and continue to comply until the contract is
complete.
@ Revised 9/11/00 Contract No. PKS02-05 Page 11 of 61 Pages
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a
The Undersigned is aware of the provisions of the Labor Code, Part 7, Chapter 1, Article 2, relative to the general prevailing rate of wages for each craft or type of worker needed to execute the
Contract and agrees to comply with its provisions.
IF A SOLE OWNER OR SOLE CONTRACTOR SIGN HERE:
Name under which business is conducted Park
Signature (given and surname) of proprietor b&LW
P.O. Box 891833 Temecula, CA 92589-1833 Place of Business
(Street and Number)
City and State
(4) ZipCode
IF A PARTNERSHIP, SIGN HERE:
Telephone No. (800) 399-8484
(1) Name under which business is conducted
(2) Signature (given and surname and character of partner) (Note: Signature must be made by a
general partner)
(3) Place of Business
(Street and Number)
City and State
(4) ZipCode Telephone No.
IF A CORPORATION, SIGN HERE:
(1) Name under which business is conducted
(Signature)
(Title)
Impress Corporate Seal here
Ifs Revised 911 1/00 Contract No. PKS02-05 Page 12 of 61 Pages
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT /"-
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.-
State of California I
0 / County of
I
r7 d*AG+F,&L A&c,
Name and Title of Officer (e 9'. "Jane Doe, Not& Publics) On
personally appeared 9 Name(s) of Signer@)
Place Notary Seal Above
0 personally known to me
yproved to me on the basis of satisfactory
evidence
to be the person(s) whose name(s) islare
subscribed to the within instrument and
acknowledged to me that helshelthey executed
the same in his/her/their authorized
capacity(ies), and that by hislherltheir
signature(s) on the instrument the person(s), or
the entity upon behalf of which the person(s)
acted, executed the instrument.
WITNESS / my hanmofficial seal.
Signature of Notary Public
OPTlONA L
Though the information below is not required by law, it may prove valuable to persons relying on the document
and could prevent fraudulent removal and reattachment of this form to another document.
Description of Attached Docu
Title or Type of Document:
Document Date: Number of Pages:
Signer(s) Other Than Named Above:
Capacity(ies) Claimed by Signer
Signer's Name:
G Individual
0 Corporate Officer - Title(s):
0 Partner - 0 Limited General
0 Attorney in Fact
Trustee
0 Guardian or Conservator
0 Other:
Signer Is Representing:
0 1997 National Notary Association 9350 De Soto Ave., P.O. Box 2402 Chatsworlh, CA 91313-2402 Prod. No. 5907 Reorder: Call Toll-Free 1-800-876-6827
License Detail
California Home
piGI
kd
Page 1 of 2
Wednesday, October 16,2002
Description
GENERAL BUILDING CONTRACTOR
PREFABRICATED EQUIPMENT
Contractor License # 702962
DISCLAIMER
A license status check provides information taken from the CSLB license data base.
Before relying on this information, you should be aware of the following limitations:
CSLB is prohibited by law from disclosing complaints until they are referred for
Per B&P 7071.1 7, only construction related civil judgments known to the CSLB
Arbitrations are not listed unless the contractor fails to comply with the terms of
Due to workload, there may be relevant information that has not yet been entered
legal action.
are disclosed.
the arbitration.
onto the Board's license data base.
Extract Date: 10/16/2002
* * * Business Information * * *
PARK SPECIALTIES
P 0 BOX 891833
TEMECULA, CA 92592
Business Phone Number: (800) 399-8484
Entity: Sole Ownership
Issue Date: 02/23/1995 Expire Date: 02/28/2003
* * * License Status * * *
This license is current and active. All information below should be reviewed.
* * * Classifications * * *
IF12 IlSYNTHETlC PRODUCTS
* * * Bonding Information * * *
CONTRACTOR'S BOND: This license filed Contractor's Bond number S1017697 in the amount of $7,500 with the bonding company
101 16/2002
License Detail Page 2 of 2
SURETY COMPANY OF THE PACIFIC.
Effective Date: 03/01/2002
__ Contractor's Bonding His&ay
* * * Workers Compensation Information * * *
This license has workers compensation insurance with the
STATE COMPENSATION INSURANCE FUND
Policy Number: 046-0007891 Effective Date: 01/01/1999 Expire Date: 01/01/2003
Workers Compensation History
Personnel List
Lice-e-N um ber Re-qu-es Contractor Name Request Personnel Name Request
Salesperson Request Salesperson Name Request
0 2002 State of California. Gray Davis, Governor. Conditions of Use Privacy Policy
101 16/2002
Personnel List Page 1 of 1
California Home Wednesday, October 16,2002
Personnel List CALIFORNIA CONTRACTORS STATE LICENSE BOARD
Contractor License # 702962
Click on the person’s name to see a more detailed page of information on that person.
Name Association Disassociation Class More
Date Date Class Title
02/23/1995 DE RIEUX, ROBERT SOLE
FRANCIS OWNER B More
-- License Nu-m-ber-Request Contractor Name Request Personnel Name Request
Salesperson Request Salesperson Name Request
0 2002 State of California. Gray Davis, Governor. Conditions of Use Privacy Policy
http://www2.cslb.ca.gov/CSLBLIBRARY/Personnel+List.asp?LicNum=7O2962 1 O/ 1 6/2002
(3) Incorporated under the laws of the State of
(4) Place of Business
(Street and Number)
City and State <
(5) ZipCode Telephone No.
c NOTARIAL ACKNOWLEDGMENT OF EXECUTION BY ALL SIGNATORIES MUST BE
AITACHED
c-
List below names of president, vice president, secretary and assistant secretary, if a corporation; if a
partnership, list names of all general partners, and managing partners:
/-
a Revised 9/11/00 Contract No. PKS02-05 Page 13 of 61 Pages
BID SECURITY FORM
(Check to Accompany Bid)
CONTRACT NO. PKS02-05
PLAYGROUND EQUIPMENT UPGRADES AT VARIOUS PARK SITES
(NOTE: The following form shall be used if check accompanies bid.)
Accompanying this proposal is a *Certified *Cashiers check payable to the order of CITY OF
CARLSBAD, in the sum of
dollars ($ )l this amount being ten percent (10%) of the total amount of the bid. The proceeds of this check shall
become the property of the City provided this proposal shall be accepted by the City through action of
its legally constituted contracting authorities and the undersigned shall fail to execute a contract and
furnish the required Performance, Warranty and Payment Bonds and proof of insurance coverage
within the stipulated time; otherwise, the check shall be returned to the undersigned. The proceeds of
this check shall also become the property of the City if the undersigned shall withdraw his or her bid
within the period of fifteen (15) days after the date set for the opening thereof, unless otherwise
required by law, and notwithstanding the award of the contract to another bidder.
BIDDER
*Delete the inapplicable word.
(NOTE: If the Bidder desires to use a bond instead of check, the Bid Bond form on the following pages shall be
executed--the sum of this bond shall be not less than ten percent (1 0%) of the total amount of the bid.)
@ Revised 911 1/00 Contract No. PKS02-05 Page 14 of 61 Pages
BIDDER’S BOND TO ACCOMPANY PROPOSAL
CONTRACT NO. PKS02-OS
PLAYGROUND EQUIPMENT UPGRADES AT VARIOUS PARK SITES
KNOW ALLPERSONS BY THESE PRESENTS:
That we, Park Specialties , as Principal, and Gulf Insurance Company 1 as Surety are held and firmly bound unto the City of Carlsbad. California, in an amount as follows: (must be at least ten percent (10%) of the bid amaunt)lOz Of Bid h~ount for which
payment, well and truly made, we bind ourseIves, our heirs, executors and administrators, successors or assigns, jointly and severally, firmly by these presents.
THE CONDITION OF THE FOREGOING OBLIGATION IS SUCH that if the proposal of the above-
bounden Principal for:
Playground Equipment Upgrades at Various Park Sites - Contract No PKS02-05
in the City of Cadsbad, is accepted by the City Council, and if the Principal shall duly enter into and execute a Contract including required bonds and insurance policies within twenty (20) days from the
date of award of Contract by the Clty Council of the City of Carlsbad, being duly notified of said award, then this obligation shall became null and void; otherwise, it shall be and remain in full force
and effect, and the amount specified herein shall be forfeited to the said City.
... I . .. ... ... .., .- ... . ..
I .. ...
..I ... ... .-. ... ... ... ...
a .. ... ... ... ... . -. ... ...
e Revised 911 1/00 Contract No. PKS02-05 Page 15 of 61 Pages
In the event Principal executed this bond as an individual, it is agreed that the death of Principal shall
not exonerate the Surety from its obligations under this bond. - Executed by PRINCIPAL this 3rd dayof June 12aL.d
PRINCIPAL:
Park Specialties Executed by SURETY this 3rd
0y:
(print name here)
(Titlcand Organization of Signatory)
day (na of June ,2002.
SURETY:
Gulf Insurance Company
110 West "A" Street, Ste, 1805
(nams of Surety)
Sa Diego, CA 92101
(address of Surety)
m €M
(800) 708-0589 BY (sign here)
(print name here)
(title and organization of signatory) Melanie Anderson
(printed name of Attorney-in-ca)
I (Attach corporate resolution showing current power of attorney.)
(Proper notarial acknowledgment of execution by PRINCIPAL and SURETY must be attached.) . ..
(President or vice-president end secretary or assistant secretary must sign for corporations. If only
one officer signs, the corporation must attach a resolution certified by the secretary or assistant
secretary under corporate seal empowering that officer to bind the corporation.)
APPROVED AS TO FORM: RONALD R. BALL City Attorney
--
By: Deputy City Attorney
Revised 911 1/00 Contract No. PKS02-05
/c CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
c
P
State of California I
/ L,L,uz-,;, /&a U Name and Titlg of Officer (69, "Jane Doe. Not& Public") On '&4zee , before me,
personally appeared &d ,&ud C @<A& Name($ of Signer@)
0 personally known to me
proved to me on the basis of satisfactory
tvidence
to be the person(s) whose name(s) islare
subscribed to the within instrument and
acknowledged to me that helshelthey executed
the same in hidherltheir authorized
capacity(ies), and that by hislherltheir
signature(s) on the instrument the person(s), or
the entity upon behalf of which the person(s)
acted, executed the instrument.
Place Notary Seal Above Signature of Notary Public
OF TlONA L
Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document.
Description of Attached Do
Title or Type of Document:
Document Date: Number of Pages:
Signer@) Other Than Named Above:
Capacity(ies) Claimed by Signer
Signer's Name:
Individual
O Corporate Officer - Title@): I I 0 Partner - 0 Limited 0 General
0 Attorney in Fact
Trustee
0 Guardian or Conservator
0 Other:
Signer Is Representing: u
0 1997 National Notary Association 9350 De Soto Ave., P.O. Box 2402 - Chatsworth, CA 91313-2402 Prod. No. 5907 Reorder: Call Toll-Free 1-800-876-6827
STATE OF CALIFORNIA ]
COUNTY OF SAN DIEGO } )ss
June 3, 2002 , before me, F. Griffin, personally appeared Melanie Anderson
personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s)
whose name(s) islare subscribed to the within instrument and acknowledged to me that he/she/they
executed the same in hishedtheir authorized capacity(ies), and that by hishedtheir signature(s) on
the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the
instrument.
WITNESS my hand and official seal.
Signature
,-
(THE BALANCE OF THIS PAGE IS INTENTIONALLY LEFT BLANK)
GULF INSURANCE COMPANY
HARTFORD, CONNECTICUT
POWER OF ATTORNEY e-
ORIGINALS OF THIS POWER OF ATTORNEY ARE PRINTED ON BLUE SAFETY PAPER WITH TEAL INK.
KNOW ALL MEN BY THESE PRESENTS: That the Gulf Insurance Company, a corporation duly organizea under the laws of the State of Connecticut, having
its principal office in the city of Irving, Texas, pursuant to the following resolution, adopted by the Finance & Executive Committee of the Board of Directors
of the said Company on the 10th day of August, 1993, to wit:
"RESOLVED, that the President, Executive Vice President or any Senior Vice President of the Company shall have authority to make, execute and deliver a
Power of Attorney constituting as Attorney-in-Fact, such persons, firms, or corporations as may be selected from time to time; and any such Attorney-in-Fact
may be removed an3 the authority granted him revoked by the President, or any Executive Vice President, or any Senior Vice President, or by the Board of
Directors or by the Finance and Executive Committee of the Board of Directors.
RESOLVED, that nothing in this Power of Attorney shall be construed as a grant of authority to the attorney(s)-in-fact to sign, execute, acknowledge, deliver
or otherwise issue a policy or policies of insurance on behalf of Gulf Insurance Company.
RESOLVED, that the signature of the President, Executive Vice President or any Senior Vice President, and the Seal of the Company may be affixed to any
such Power of Attorney or any certificate relating thereto by facsimile, and any such powers so executed and certified by facsimile signature and facsimile
seal shall be valid and binding upon the Company in the future with respect to any bond and documents relating to such bonds to which they are attached."
Gulf Insurance Company does hereby make, constitute and appoint
Melanie Anderson
its true and lawful attorney(s)-in-fact, with full power and authority hereby conferred in its name, place and stead, to sign, execute, acknowledge and deliver
-:I its behalf, as surety, any and all bonds and undertakings of suretyship, and to bind Gulf Insurance Company thereby as fully and to the same extent as if
iy bonds, undertakings and documents relating to such bonds and/or undertakings were signed by the duly authorized officer of the Gulf Insurance Company
and all the acts of said attorney(s)-in-fact, pursuant to the authority herein given, are hereby ratified and confirmed.
The obligation of the Company shall not exceed five million (5,000,000) dollars
IN WITNESS WHEREOF, the Gulf Insurance Company has caused these presents to be signed by any officer of the Company and its Corporate Seal to
be hereto affixed. GULF INSURANCE COMPANY
& P.%-LAL -
Lawrence P. Miniter
Executive Vice President
STATE OF NEWYORK
COUNTY OF NEW YORK - On this 1st dav of October, AD 2001, before me came Lawrence P. Miniter, known to me personally who being by me duly sworn, did depose and say:
that he resides in-the County of Bergen, State of New Jersey; that he is Ihe Executive Vice President of the Gulf Insurance Company, the corporation described
in and which executed the above instrument; that he knows the seal of said corporation; that the seal affixed to the said instruments is such corporate seal;
that it was so affixed by order of the Board of Directors of said corporation and that he signed his name, thereto by like order.
.- AN&E MAHABIR-BEGAZO Notary Public, State of New York No. 01MA6019988 Qualified in Kings County Commission Expires February 16,2003
STATE OF NEW YORK
COUNTY OF NEW YORK
- I, the undersigned, Senior Vice President of the Gulf Insurance Company, a Connecticut Corporation, DO HEREBY CERTIFY that the foregoing and attached
Dated the 3rd day of June ,20 02
George Biancardi Senior Vice President
. OWER OF ATTORNEY remains in full force.
Signed and Sealed at the City of NewYork.
Company Profile Page 1 of 2
-
Company Profile
GULF INSURANCE COMPANY
125 BROAD STREET, 8TH FLOOR
NEW YORK, NY 10004
800-360-8399
Agent for Service of Process
JEW KEPRIOS, C/O CT CORPORATION SYSTEM 818 WEST SEVENTH STREET, 2ND FLOOR
LOS ANGELES, CA 90017
Unable to Locate the Agent for Service of Process?
Reference Information
NAIC #: 222 17
NAIC Group #: 3321
Date authorized in California: December 07, 1942
License Status: UNLIMITED-NORMAL
Company Type: Property & Casualty
State of Domicile: CONNECTICUT
California Company ID #: 0938-1
Lines of Insurance Authorized to Transact
The company is authorized to transact business within these lines of insurance. For an explanation of
any of these terms, please refer to the glossary.
AIRCRAFT
AUTOMOBILE
BOILER AND MACHINERY
BURGLARY
COMMON CARRIER LIABILITY
DISABILITY
FIRE
LIABILITY
MARINE
MISCELLANEOUS
10/16/2002
Company Profile
PLATE GLASS
SPRINKLER
SURETY
TEAM AND VEHICLE
WORKERS' COMPENSATION
_-
Company Complaint Information
Company Enforcement Action Documents
Company Performance & Comparison Data
Composite Complaint Studies
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Financial Rating Organizations
Last Revised - September 24,2002 12:31 PM
Copyright Q California Department of Insurance
Disclaimer
Page 2 of 2
10/16/2002
.-
A
GUIDE FOR COMPLETING
THE "DESIGNATION OF SUBCONTRACTOR AND
AMOUNT OF SUBCONTRACTOR'S BID ITEMS"
AND
"DESIGNATION OF OWNER OPERATOWLESSOR AND
AOUNT OF OWNER OPERATOWLESSOR WORK" FORR S
REFERENCES Prior to preparation of the following Subcontractor and Owner Operator/Lessor
disclosure forms Bidders are urged to review the definitions in section 1-2 of the SSPWC and of the
Supplemental Provisions to this Contract especially, "Bid", "Bidder", "Contract", "Contractor",
"Contract Price", "Contract Unit Price", "Engineer", "Subcontractor" and "Work" and the definitions in
section 1 -2 of the Supplemental Provisions especially "Own Organization" and "Owner
Operator/Lessor." Bidders are further urged to review sections 2-3 SUBCONTRACTS of the
SSPWC and section 2-3.1 of these Supplemental Provisions.
CAUTIONS These forms will be used by the Agency to determine the percentage of work that the
Bidder proposes to perform. Bidders are cautioned that failure to provide complete and correct
information may result in rejection of the bid as non-responsive. Any bid that proposes performance
of more than 50 percent of the work by subcontractors or owner operator/lessors or otherwise to be
performed by forces other than the Bidder's own organization will be rejected as non-responsive.
Specialty items of work that may be so designated by the Engineer on the "Contractor's Proposal"
are not included in computing the percentage of work proposed to be performed by the Bidder.
INSTRUCTIONS The Bidder shall set forth the name and location of business of each and every
subcontractor or Owner OperatodLessor who the Bidder proposes to perform work or labor or render
service in or about the work or improvement, and every subcontractor or Owner Operator/Lessor
licensed as a contractor by the State of California who the Bidder proposes to specially fabricate and
install any portion of the work or improvement according to detailed drawings contained in the plans
and specifications in excess of one-half of one percent (0.5%) of the Bidder's total bid or ten
thousand dollars ($10,000) whichever is greater. Said name@) and location(s) of business of
subcontractor(s) shall be set forth and included as an integral part of the bid offer.
_-
Bidder shall use separate disclosure forms for each Subcontractor or Owner OperatodLessor of
manpower and equipment that it proposes to use to complete the Work. Additional copies of the
forms must be attached if required to accommodate the Contractor's decision to use more than one
Subcontractor or Owner Operator/Lessor. All items of information must be completely filled out.
These forms must be submitted as a part of the Bidder's sealed bid. Failure to provide complete and
correct information may result in rejection of the bid as non-responsive.
Neither the amount, in dollars, of work performed by the Bidder's own forces (as Contractor) nor the
Bidder's overhead and profit for subcontracted items of the work is included to compute the
percentage of the work performed by Subcontractors or Owner OperatordLessors.
When the Bidder proposes that any bid item will installed by a Subcontractor or Owner
OperatodLessor the amount, in dollars, of the bid item installed by each Subcontractor or Owner
Operator/ Lessor must be entered under the columns "Amount of Subcontracted Bid Item Including Subcontractor's Overhead & Profit" or 'I Amount of Owner Operator/Lessor Bid Item Including Owner
Operator/Lessor's Overhead & Profit 'I unless the dollar amount of all work performed by any
Subcontractor or Owner OperatodLessor is less than one-half of one percent (0.5%) of the Bidder's
total bid or ten thousand dollars ($10,000) whichever is greater. If a Subcontractor or Owner
Operator/Lessor installs or constructs any portion of a bid item the entire amount of the Contract Unit
Price, less the Bidder's overhead and profit, shall be multiplied by the Quantity of the bid item that the
Subcontractor or Owner OperatodLessor installs to compute the amount of work so installed.
-
a Revised 9/11/00 Contract No. PKS02-05 Page 17 of 61 Pages
- Suppliers of materials from sources outside the limits of work are not subcontractors. The value of
materials and transport of materials from sources outside the limits of work, as shown on the plans,
shall be assigned to the Contractor, the Subcontractor, or the Owner Operator/Lessor, as the case
may be, that the Bidder proposes as installer of said materials. The value of material incorporated in
any Subcontractor or Owner OperatodLessor installed bid item that is supplied by the Bidder shall be
included as a part of the work that the Bidder proposes to be performed by the Subcontractor or
Owner OperatodLessor installing said item.
The item number from the "CONTRACTOR'S PROPOSAL" (Bid Sheets) shall be entered in the "Bid
Item No." column.
When a Subcontractor or Owner Operator/Lessor has a Carlsbad business license the number must
be entered on the form. If the Subcontractor does not have a valid business license enter "NONE" in
the appropriate space.
Bidders shall make any additional copies of the disclosure forms as may be necessary to provide the
required information. The page number and total number of additional form pages shall be entered in
the location provided on each type of form so duplicated.
When the Bidder proposes using a subcontractor or owner operator/Lessor to construct or install less
than 100 percent of a bid item the Bidder shall attach an explanation sheet to the designation of
subcontractor or designation of Owner Operator/Lessor forms as applicable. The explanation sheet
shall be provided by the Contractor to clearly apprise the Agency of the specific facts that show the
Bidder proposes to perform no less than fifty percent (50%) of the work with its own forces.
I
Determination of the subcontract and Owner Operator/Lessor amounts for purposes of award of the
contract shall determined by the City Council in conformance with the provisions of the contract
documents and the Supplemental Provisions. The decision of the City Council shall be final.
Revised 9/11/00 Contract No. PKS02-05 Page 18 of 61 Pages
I
z
. .-
.- .
c
DESIGNATION OF SUBCONTRACTOR AND
AMOUNT OF SUBCONTRACTOR’S BID ITEMS
CONTRACT NO. PKS02-05
PLAYGROUND EQUIPMENT UPGRADES AT VARIOUS PARK SITES
The Bidder certifies that it has used the sub-bid of the following listed subcontractor in preparing this bid for the Work and that the listed subcontractor will be used to perform the portions of the Work as designated in the list in accordance with applicable provisions of the specifications and section 41 00 et seq. of the Public Contracts Code “Subletting and Subcontracting Fair Practices Act.” The Bidder further certifies that no additional subcontractor will be allowed to perform any portion of the Work in excess of than one-half of one percent (0.5%) of the Bidder’s total bid or ten thousand dollars ($10,000) whichever is greater and that no changes in the subcontractors listed work will be made except upon the prior approval of the Agency.
None Will Be Used Full Company Name of Subcontractor:
Subcontractor’s Location of Business Street Address - City State Zip
*Subcontractor’s Telephone Number including Area Code: ( 1 -
*Subcontractor’s California State Contractors License No. and Classification:
*Subcontractor’s Carlsbad Business License No.:
.c
-
-
SUBCONTRACTOR’S BID ITEMS*
Explanation: Column 1 - Bid Item No. from the bid proposal, pages FUA through N/A, inclusive. Column 2 - The dollar amount of the item to be performed by the Subcontractor. Column 3 - The dollar amount of the item to be performed by Contractoh own forces. Column 4 - The dollar amount of the Contractor‘s overhead and profit for work done by both the Contractor’s and the Subcontractor’s forces on the item. Total dollar amount of Columns 2, 3, and 4 must be equal to the dollar amount in the bid price of the item on bid proposal pages NIA through MA, inclusive.
Page of pages of this Subcontractor Designation form
* Pursuant to section 4104 (a)(2)(A) California Public Contract Code, receipt of the portions of the information preceded by an asterisk
required on this document may be submitted by the Bidder up to 24 hours after the deadline for submitting bids contained in the ‘Notice Inviting Bids.” a Revised 9/11/00 Contract No. PKS02-05 Page 19 of 61 Pages
DESIGNATION OF OWNER OPERATOWLESSOR AND
AMOUNT OF OWNER OPERATOR/LESSOR WORK
CONTRACT NO. PKS02-05
PLAYGROUND EQUIPMENT UPGRADES AT VARIOUS PARK SITES
The Bidder certifies that it has used the sub-bid of the following listed Owner Operator/Lessor in preparing this bid for the Work and that the listed Owner OperatodLessor will be used to perform the portions of the Work as designated in the list in accordance with applicable provisions of the
specifications and section 41 00 et seq. of the Public Contracts Code "Subletting and Subcontracting Fair Practices Act." The Bidder further certifies that no additional Owner Operator/Lessor will be allowed to perform any portion of the Work in excess of than one-half of one percent (0.5%) of the Bidder's total bid or ten thousand dollars ($10,000) whichever is greater and that no changes in the Owner OperatodLessors listed work will be made except upon the prior approval of the Agency.
Full Owner Operator/Lessor Name:
Owner Operator/Lessor Location of Business
Street Address
City State Zip
,A. *Owner Operator/Lessor Telephone Number including Area Code: ( \ -
.- *Owner Operator/Lessor City of Carlsbad Business License No.: -
OWNER OPERATOWLESSOR WORK ITEMS
ExDlanatlon: Column 1 - Bid Item No. from the bid proposal, pages N/A through N/A, inclusive. Column 2 - The dollar amount of the item to be performed by the Owner Operator/Lessor. Column 3 - The dollar amount of the item to be performed by Contractor's own forces. Column 4 - The dollar amount of the Contractor's overhead and profit for work done by both the Contractor's and the Owner OperatodLessor's forces on the item. Total dollar amount of Columns 2, 3, and 4 must be equal to the dollar amount in the bid price of the item on bid proposal pages N/A through N/A, inclusive.
Page of pages of this Owner Operator/Lessor form
* Pursuant to section 4104 (a)(2)(A) California Public Contract Code, receipt of the portions of the information preceded by an asterisk
required on this document may be submitted by the Bidder up to 24 hours after the deadline for submitting bids contained in the "Notice
Inviting Bids."
?@ Revised 9/11/00 Contract No. PKS02-05 Page 20 of 61 Pages
I
BIDDER'S STATEMENT OF FINANCIAL RESPONSIBILITY
(To Accompany Proposal)
CONTRACT NO. PKS02-05
PLAYGROUND EQUIPMENT UPGRADES AT VARIOUS PARK SITES
Copies of the latest Annual Report, audited financial statements or Balance Sheets may be
submitted under separate cover marked CONFIDENTIAL.
.---.
_- @ Revised 9/11/00 Contract No. PKS02-05 Page 21 of 61 Pages
SENT BY: SWENSON ADVISORS LLP; - 909 876 1456; SEP- 19-02 I1 :40; PAGE 2
Park Speciirlties Balance Sheet
December 31.2001 ..I
ASSETS
Cumiv assets:
Cash
Accounts receivable, ner
Costs and cutimattd earnings in cxccw of billings
on uncompleted contracts
Total current ass&
f 5,167
290,202
36,014
33 1,383
property and equipment, nct 135,379
Total aqsets $ 4Mi.7fi2
LIABILlTlES AND PRUPRTETOR'S CAPITAL
- Current liabilities:
ACCOUTILS payable
Accrued liwbihrics
Billings in excess of costs and estimated
earnings on uncompleted contracts
Line of credit
Current portion lmg-term debt
Total curtent liabilities
$ 18,888
99,284
10,141
1534 1
35409 1
182,645
93,519
Proprietor's Capiral 190.598
Total liabilities and proprietor's; capittil !S 466,762
See accompanying notes and accountants' report.
-2-
BIDDER'S STATEMENT OF
TECHNICAL ABILITY AND EXPERIENCE
(To Accompany Proposal)
CONTRACT NO. PKS02-05
PLAYGROUND EQUIPMENT UPGRADES AT VARIOUS PARK SITES
The Bidder is required to state what work of a similar character to that included in the proposed
Contract he/she has successfully performed and give references, with telephone numbers, which will - enable the City to judge hidher responsibility, experience and skill. An attachment can be used.
Date
Contract Name and Address Completed of the Employer
2000 Capistrano USD
9-00 Manhattan USD
9-01 I Communitv Action
Rancho 2000 - 2002 City of Cucamonga
1997-2002 Goleta USD
Name and Phone
No. of Person Type of
to Contract 1 Work
Installation of
Suppl:; & Install
Installation of
Vivian Welcome Plav EauiDment
Peter Algrim Plav EauiDment
Mike Culbertson Play Eauiument
Amount
of
Con tract
237.000.
100,000.
26,943.
All of bhese jobs included ibstallation of Resilibnt Rubber Surfacibg
--
fs Revised 9/11/00 Contract No. PKS02-05 Page 22 of 61 Pages
PARK SPECIALTIES
PARK AND PLAYGROUND PROFESSIONALS
CA LIC #702962 B D-34 D-12 C-61
HI LIC #E21853 C03B C25
References
Peter Algrim 3l0546-6018~l
Manhattan Beach Unified School District
I230 Rosecran5 Ave. #400
Manhattan Beach, CA 90266
Mike Culbert5on 605 964-8857
The Community Action Commission of
Santa Barbara County
568 I Hollister Avenue,
Goleta, CA 93 I 17-3475
John Gonzales 909 477-2730 ~4 I I9 ”- City of Rancho Cucamonga
I0500 CIVIC Center Drive
Rancho Cucamonga, CA 9 I730
Dave Alkema 7 I4 754-5300
City of Costa Mesa
P.O. Box 1200
Costa Mesa, CA 92628- I 200
June Andemon 562 866-977 I ~2506
City of Lakewood
Public Work Department
5050 N. Clark Avenue
Lakewood, CA 907 I2
Jay Sullivan 805 68 I - I230 ~2 IO
Goleta Unified School District
40 I N. Fairview Ave.
Goleta, CA 93 I I3
P. 0. BOX 891833 TEMECULA, CA. 92589-1833
800 399-8484 I (760) 728-1 101 FAX (760) 728-1 177
- BIDDER'S CERTIFICATE OF INSURANCE FOR
GENERAL LIABILITY, EMPLOYERS' LIABILITY, AUTOMOTIVE
LIABILITY AND WORKERS' COMPENSATION
(To Accompany Proposal)
PLAYGROUND EQUIPMENT UPGRADES AT VARIOUS PARK SITES
- CONTRACT NO. PKS02-05
As a required part of the Bidder's proposal the Bidder must attach either of the following to this page.
1) Certificates of insurance showing conformance with the requirements herein for each of:
Comprehensive General Liability
Automobile Liability
Workers Compensation
c Employer's Liability
2) Statement with an insurance carrier's notarized signature stating that the carrier can, and upon payment of fees and/or premiums by the Bidder, will issue to the Bidder Policies of insurance for
Comprehensive General Liability, Automobile Liability, Workers Compensation and Employer's
Liability in conformance with the requirements herein and Certificates of insurance to the Agency
showing conformance with the requirements herein.
-_
All certificates of insurance and statements of willingness to issue insurance for auto policies offered
to meet the specification of this contract must:
1) Meet the conditions stated in The Notice Inviting Bids, the Standard Specifications for Public Works Construction and the Supplemental Provisions for this project for each insurance
company that the Contractor proposes.
2) Cover anv vehicle used in the performance of the contract, used onsite or offsite, whether owned, non-owned or hired, and whether scheduled or non-scheduled. The auto insurance certificate
must state the coverage is for "any auto" and cannot be limited in any manner.
@ Revised 9/11/00 Contract No. PKS02-05 Page 23 of 61 Pages
t I I I I
t1/1zw mu11 03: 05 9096993879
c
K I 6 KECK INsuR/wcE .. PAGE 83
I .. .. . . ;. :._ . - ... ..
.. : . . . . ~ ...,
EMPLOYERS NONOWNERSHIP LlABlLlW
We agree with you that the insurance provided under the Bodily lniury ond Prvperty Drmge Cowrages 01 he
Policy lor your Inrurod auto opplms to any non.ownO0 auto used in your business. by any ot your employees,
subjecl KI 1W tollwing pt'ovisions;
Innuredo. The "insured" provisions under the Bodily lnjwy end Properly Damafio Coveregee epply tu the
insurance prnuirled by ais endorsernenl axcept lhat none of the fdlnwing i5 an insured whh rrupect to a
non-owned owo:
8. thwowner 01 a nonouned auto and my wont or employee d thiil owner.
b. an ereculive olficer of yours v6h respect Lo an aulo owned by him a' a member 01 his tiousohokl.
Whdn used in this Rndoreemenc, 'non-ownod auto. meens M muto which is not owned by you, registered
in your nome, hired by you, or used under contract iri your behalf.
Excl~~io~. The insurance provided by this endorvaement does nor apply tu bodily injury or plopey
damage arising out ot the ownership. mointenence or use ot any non-ownoa ate used in the condiict ot
any patnership or joint venture 01 whch YOU am a partner of member and which is nol shown as the named
inrured in the Declarations.
Other Inrunncc. The insursnce provldd by this endnraement is excess over my other valid and cnllsctible
insurance wbthw viifwry. ttxces~ or contingent.
All aher parte of Mhic policy remdn unchanged.
Fonn No. 1890 (1 I-88)
FE8,14'2003 15:58 -
HIRE0 AUTO COVERAGE
We egree with you 1t1m lh9 insutsnce providad irnrler Part I - LlrMllty ta Others seclibn 01 yotrr Commnrcid
Vehicle Policy i3 modified 8s follows:
1.
7.
3.
4.
5.
The dofiniron of your lnrurrd out0 lrdudos hired suto~. Such iribvranco a160 appliea to:
a. You, as renlee of such auto, in the same manner as If you wre the owner, and
b. each of Ihe following. as Insureds:
(i) rhe owner of such om,
(ii) any le3see of whom you are a sub-lessee,
(ii) any agent or employes of 8uch owner or lessoo,
Write such aula is being used in your busiiiess or by you for personal or pleasure purposes.
When us(nl iri thiu urrlorswrieni, "hhed auto" iiiaaiiy a11 auto which is not owned by yw, royislwad in pur
name, or borrowed from your ernploymas and which is obfained under a short-tam renM agreement not IO
exmod thirty (30) days.
The insurance provided by this endorsemenl is excess over eny Other vslid and collectible insurance whether
pimary, excess or oonliwnl.
"Coot ot Hire" is the total amount paid by you tor ihc hire of aulomobilos indudinp ch3rgcs br EI?NECS
portormed by molor carricrs of property or passenger& which are subpcl le the compulsory requirements of
any rriutor carrisr law or regdarion.
Tho premium for his hired auto cuvorayo is bared on cost of hlre, arid iv arubjwl to a iriiriiriiurri cod of hlro
a9 laud bulow. Wc may oudi thn cost ol hire end bill for additional prcrnilsn for up tn three years iRer tho
policy inception.
..
~- Sehsdulo of Hired Auto Premium, BllPD Liability Coverage
Rete por $100 Cost of Hirv
Minimum Cost of Hire
Minimum P'remlum
Estinated Cost of Hire
ktimud Premium
I.
~ . -.. . . ._ . . .
Form No. 1891 (1 1-94) CVMT0603971617L18912
..
-
Motor Vshiobs (OMV), ig
of Propef?y Permit Atl(Catibrnia
mnpensgtign Insurance.)
mnienm to mn from the date of the
ubr Vehicles.' Motor Carrier Pmil B
.-
-..-------A
I
Feb-24-03 0l:OZP
STATE C OM PE N6 AT ION
P.02
P.Q. BOX 420807. SAN FRANCISCO, CA.94142-0807
IN s U--R AN c E .I
046-03 UNIT 0007R9I POLICY NUMBER. 1 - I -,OQ FL6RI)ARY 5, 2003-
. .I C€:RTIFEATE EXPIRES: ,,
'\ I- CITY OF CCIRLSRCID .... , :, 1835 FARADAY AVE
... CARLSFIFID. ca 9200r1-7314
JflD: #22329
CCIGIJNR ttl\rIERA
. , .. L
This is lo cerlify lhal we hava issued a valid Workers' Campensation irrsurance policy in 8 torin hpprovecl by the Calitornia
~nsuriirrce Cornrnir;r,i&cr tu It it employer named t~r~uw rmle polpa parrod indlcaled
This policy tS 001 StJbjCCf lo c:3iict!llallon by the Fund exctlpl upon 6h days' advance wrilteil r\olice to the ernployer
We wil\ nlso give you X(IN dsys' atlvance notice shoiild this policy be CanCf?llOd prior to ils normal explratlnn.
30
This csrtittcate 01 iiisurance is not an insurance policy nnd does no1 amend, extend or allel the coverage allorded by [he
POIICteS IifWti tlf?feitl Notwithstancring any requiremerrl, term. or condition of any contract or othef document with ronpecl to which this certiticatn of insurance may be issued or may pcrtain. the insiirancc! afforded by lhc policie>
deSLribed hereiri ib sublecl to nll the lerms. ewliisiorrs tmU conditions of such pol~cic?~ -
....... .. ..__,. -.<.,. ....... ,,. .C -
:, ,,.as. I. ...... .. ,
E MPL OYF R
.. , . _.. ...... -...
,.
..
,.
...
... " .__. ... ,._.-. - - .... .. ....
Feb-24-03 01:OZP P.03
STATE P.O. BOX 420807, SAN FRANCISCO. CA 941~~ew COMP.NFA'TlO)lc
8NSURANCE FUN 0 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE
FLHffUARf 5. ZOO$
I " CLfY OF CARLSBAD
1635 FCIRFIDAY CIVE
CARI,.SRFID cn 920~8-7314
ow,, POCIGV VLJMRFR:
CERTIFICATE EXPlHtS ' .
I_
'I tiis IS In ccrlily Ilia\ we have issued a valid Workers' Compensation insurance policy in a foim npproved by (he Calitornin
Insurance Coiniili3Siontv lo (lie employer rimed below for ltidp6Il
Thio policy is not subject 10 cancellalioi~ by thc Furtcl except irpoii 16n days' advance written nnficc to 11% emyloynr.
We will dlso givc you XBN d?ys' advance notice shl',uld this policy be cancellod prior to its normal expiration.
I tits Certiticelc uf insiiranm IS riot an insurance policy and dots riol amend, cxtend.o( alter the coverege atforded by llie
policies tisled herein. Nblwlllelanding ariy .requirFmerit: lerm, or conlli(ioi1 of any contract or other dot;umeiir, with
rnspecl 10 which lhib Certificate bf iiisuranCe may be issijed or may pertoin. the insutance nfforded by thn policies &scribed hbieiii I$ whjnct tu all Ihe terms, exclusions and coridllions 01 such policies.
pcrlod indicated. ' $8
3 0
..
. :
-
...
EPlPI.OYER'<: I l4BJl 11Y 1 LMTT INCLUDING DEFEME COSTS: ~1,000,000 PL(I OCCURRENCE.
ENDOHSEMCNI a2063 EN1 1'ILED CERflf ICATE HOLDERS'NatlCt EFFEC I rvE
Ol/O1/30 I!; 4TTACHED TO AND FOHVS 4 PART OF THIS POLXCY.
. ... ..... .............. .......... ..,-... ... ..-.., ._. .. .".._ ..... ....-. - ...... ...-
. .* , ' +.
.L
r-
ROBERT FRANCIS DERIEUX
DBA FJnftk SPEClnLTIES
P 0 oox 89183:s
TEMCULA CA 92389
-
........ ..
,. .A,' ,'
3/f
Feb-24-03 01:03P , P.04
- STATE P 0 ROX 470807, SAN FRANCISCO. CA 94142-0807
C 0 M P E NS r@ON (NSURANCE FUN D CERTIFICATE OF WORKERS COMPENSATION INSURANCE 046- 03 UNJ r ooomn POLICY NOMBtH: 1 - 1 - 04 F E BRUARY 5, 700;5
CERTIFICATE EXPIHES'
son: n22351
LA COSTA
. ,. L
T(.ris is IC) certify the1 we h8vc issued a valid Workers' Compnnsnlioil insurnncs policy in a form approvcd by Ilre (hlilnrnia Insurance Cdmnlissionor 10 (lie empliryer named below for the pol
This policy is not siihjsct to r;anccllation by the Fund ercopl upon k% days' advance wtitten mIicc Iothe employer.
We will also give yoti X6N days' advance notice should this policy be caricelled prior to its t>ofil.rnI nrpirbtion.
ThlcJ ccrlifcalc 01 irisurarwc 1% nor an insufancc policy and docs no1 N?-iend. extertd o(.aRoi the coverage Worded by Ihe policies listcd harein. Notwilhskmding any :requirement, Ierm. or condition 01 any contracl of other docuiriei.it with
respect 10. which this cerlifi'catc! of insurance may be. issued or may pertein, the insurance affordad by the policies ijcr,c:ribed herciin IS SuhlCcl to at1 the terms, exclusions and I;ord!tions of such policies.
pcrlod indiraved. 58
30
EflPLfjYTR'S CIF\BILlIY LIMI1 INCLUDING DEFENSE COSTS: ~1,000,000 PER OCCURRENCE.
ENDORSENEN1 W2065 ENTI'TLFD CERT IFTCAIE HOLDERS 'NOT ICE EFFECT IVf'
oi/oi/o3 15 A!.rncHEO TO AND FORIIS A P~~RT OF rHIs POLICY.
-- , . .. . .. , ,, . - . _.. .._ .. , . . .. , - , . . - , ..... . . . ..- ... - . . .,-- . . .._ . . .. . , . ._ . . .
LMI'I OYFR
!-
ROBERT' FRAEIC IS DERIEUX
f' 0 DOX 891833
e DBA PARK SPECYALTIES -
TErnLcuLA cn 92589
48
I
Feb-24-03 Olt03P P.05
-
P.O. BOX 420807. SAN FRANCISCO, CA '3dI42-0807
.. ... ..
COMPENSATIO STATq
INSURANCE Fu'N.0 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE
046-03 UN) I' OOO7t3Yi POLGY NUhAfjER: FtRRUARY 5, i'003
CCnTlFlCATE EXPIRES: -04
..... I" CkTY QF CARLSHdD
1633 fhRCIDAY AVE .~, ..--\
- .. 8: #22332
CANNON
CriWL.SUAD' cu 92oeu-7314 ' ,
....
,I.> I-
I
This is tu cerlily that wc; hove 'ISSued a valid Workers' Compcnsatbn ifbsurance policy 11) Y form approved by isle California
rllis policy is not subject IO cancallalior'\ by the Fimd except upon rcik days' ddvarice written riolice lu the employer,
We will alw give yo11 XKN days' advance notice should this policy be cancollad priur to its normnl expiration
This carlific$te of inwranti is no1 an insurance policy and does not amand. extend or alter the covorngc afforded by thn
policic?s I;stob harelri. Notwithstandiirg any .rcquirern$iNv, torm, or cundition at ally contract or ollrer documenl will'i respect 10, which thia cnrlilicale of insurence may be. issued or rnny perhill, the instbrarice efforrkd by the policicr.
der.cribed herein IS subje1ec;l to all the lerrris. ercli.bsronu,and conditions ut such pnlicics.
Insurance Cnnimisstoner In thc employer narncd helow 'br lke pol' . poriad irrdicaled. _- ffx
3 0
c
PR 1. :ti DE "I
EnPl DYER'S I IAHlLITY LINlT JhCt.UDING DFFENSE COSTS: 91 .OOO,OoO PER OCCl)HRENC€.
LNDORSLRENI tt2OeS CNTITLED rERTIb IChTE HOCDERS'NOl ICE kt iFCTIVk
01/01/03 I!; blTACHFb TO AND FORMS CI PART OF THIS POLICY.
._ ... ..... .. ................. ...... ..... -. __. - ..... ...... ... 1's .... .... . __. ,- .... ...A. .... .~ ' ' ' -" - . - ..
- ROBERT FRANC16 DERIEUX
P,D BOX CYIB33
TEMECULII CA 92589
DBA PARk SPECIhLIIES
I
Feb-24-03 01 : 03P P.06
P.O. BOX 420607. SAN FRANCISCO, CA 941424807
CERTIFICATF. OF WORKERS' COMPENSATION INSURANCE
04$-.02i lINl T 0007W 1 POLIGY NUMBER: -
Gtc\T&TICATE EXPIHtG,
I- CITY OF CARLSBAD
1635 #@RADC\Y AVE
ChRLSIAb C~C Y208R-7314
JOB: It73533
KRUGER
.. .. 1 ...
I'his is to certify that we trave issiltd a valid Workers' Compensation rr1sut'ana(: policy in a tom approwd by the California lnwmce Commissioner tn the sirrployer narrred bel~w'fbilha pbl'
This policy IS no1 subleCI 10 cnncellalion hy the Fund exccpt upoii 6h days' advancc written notice to tne emplnycr.
Wr! will also givt: you XKN thys' advance notice should this policy be cancelled priw to its norrrjal eupiration
This ccrtitiCalc ot. inaurancc is no\ an insurance policy Bird does nul amend, extertd or altar the coverage atlorded by the policies \isteeLI he1eln Nolwlllstandirly any !nquirem?nl! terrrr. or condition ,PI .any Contract or other document ,. w!th rcspect tu which this certificate of insurjnce may be. issuod or rfuy pertain. the msurance afforded by tha pohci$s . .
dnscribed hsroin is slihjact 10 all the tmrms. e~(Gl\isipn-, and conditions 01 such policins.
p'eriod itldicatod. ' !M
30
... ,
5,
EMPl OYL'R' ,
I ..#
P D BOX ~YIB~
ROBERT FRANCIS DERIEUX DBFI PARI( SPEClbLTIfS
lEHECULA Cfi 92589
-
, ...
.I ,
, ,. '. ,.^ ,
Feb-24-03 01:03P P.07
I STATE PO BOX 470807. SAN FRANCISCO. CA 94142-0801 COMPENSATION
I NSiJ RA NG E Fu N t) CERTIFICATE OF WORKERS' COMPENSATION INSURANCE
046- 03 bN1 T 300 /Of? i POLICY NUMBEP
CERTIF IL'AIL CXPlRFg ' " I- O4
I tiis IS lo ccrtity IhdI we hnvc iqsuerl tc val10 Workers' Cornpensnliori iilsurance policy in n forrii approved Iiy thc C,iIiti~rI~i;~
II\~I,II'~I~c~ CorrirnisSionor to the employer narned below tor the pol'
This pollcy IS nnt sllbjecl lo CailCnllntlorr by the rllnd except upon
Wc will also givc you XEN days' advance nnticn should ll'iis policy hc corrcelled prior to irr, normal exvcralion.
period indicated,
days' advirrrce wf,dten noticrt to (he erripluyer,
!H
30
Tliis certifiemte ul insurance is ljo1 an insurance policy and does not arncnd. cxterid or alter tho coverage alfor,Ued by IIW
policins Iisled hnrniri. Nolwithstandlrrg any requircrrieril. lerrn, or condition of any c~~ntfi~~t or other doclirncnt with rqspecl (0, which ltiis certilicate bl rnsurancc! rrisy be ts%.iod or rnay pertain. tho. insuruwe allorded hy tha p(~l1clt.5
dc?scriborJ hryc?ir\ is "Jihlrtct to all me terms. exclusions and cnnclkions of such policies.
.. ,. .. ." _. - ..- .. -.. ..._ " .... , -. . . ..
Feb-24-03 01:04P
- STATE C 0 M PE N SA TI ON
P.0. BOX 420807. SAN FRANCISCO, CA 941420807
INSURCNCE FU'N D CERTIFICATE Of WORKERS' COMPENSATION INSURANCE
FEBRUARY !i, 2093
r ClTV DF CARLSBC\D
1635 FARADAY QVF
CAR1 SDUD 1% 92089 "'314
JOB: am35
HOLIDAY P6RK
, L
This IS to cwtiiy Ihit we havo issiicd n valid Workers' ComDensntiori irisurarice policy iri a (ofin approved by the Cnliforrliu
Irisursncc Cocirrig~ioner to ?he employer narned below lor !ne polij& pcriod m&c;Mt?cI.
This policy is not subiect io c:nrrcellalhn by the Furid erc~ept'&wi % day-,' nrlvilrrce written notice to the employel.
We will also give you XKN days' ddvancr: notice should this policy bc c:sncelled prior to its normal expiratlon.
I ..
20
Thts c~rtiticnle of iiyiirr~nce is not an insuraiice policy and doei not amend. cxterld of alter the cuverage atforded by tIW
policios Iisled horsin. Notwithstanding any ,requirenleilt,, terrri. of conditio!) pf any contract or other documant with
rospeci to..whicb lhis csrtitkale of innurbiice may bc. issued, or rrray pertain. ,the irisuranco allOfderJ bv the POllCiOs describeti Ilerein is subleci io a11 lhe ierrn.5, eyr.lusio~~s and condllions nl such policic?s.
EMPLOYER'S LIARILITY I,JMIT INCLUDING DEf&NSE COSTS: ~1,000,000 PER OCCURRENCE.
fNDORSUlCbt1 #206S CNTI I LED 'CERTIFICATT HOLDERS'NOTJCE EFTECTIVF
01/01/03 IS AlTACHED TO CIND FORPIS CI PhRT OF THIS POLICY.
.- . .. . , .. - ~ - , . , . . .. - . .. . . . .-. , ..... . . ' :' '. - :. . , . ... - - I .'. . . . -. . .. , .. . . . , . .. . - ..
EM PC OY F R
I .-
_- ROBERT FRANCIS DERIEUX
DBA PARK SPFClALllES b 0 BOX 091833
TEflECULA CA 92589 . '.
,. ...
I
_-
BIDDER'S STATEMENT RE DEBARMENT
(To Accompany Proposal)
CONTRACT NO. PKS02-05
PLAYGROUND EQUIPMENT UPGRADES AT VARIOUS PARK SITES
1) Have you or any of your subcontractors ever been debarred as an irresponsible bidder by another jurisdiction in the State of California?
2) If yes, what was/were the name(s) of the agency(ies) and what wadwere the period(s) of debarment(s)? Attach additional copies of this page to accommodate more than two debar-
ments.
party debarred party debarred
agency agency
period of debarment period of debarment
BY CONTRACTOR:
Park Specialties
(name of Contractor)
r (sign here)
(print namehitle) rGZ,.iw
Page of pages of this Re Debarment form
Q Revised 9/11/00 Contract No. PKS02-05 Page 24 of 61 Pages
.--
--
I
--
e
I
BIDDER’S DISCLOSURE OF DISCIPLINE RECORD
(To Accompany Proposal)
CONTRACT NO. PKS02-05
PLAYGROUND EQUIPMENT UPGRADES AT VARIOUS PARK SITES
Contractors are required by law to be licensed and regulated by the Contractors’ State License Board
which has jurisdiction to investigate complaints against contractors if a complaint regarding a patent
act or omission is filed within four years of the date of the alleged violation. A complaint regarding a
latent act or omission pertaining to structural defects must be filed within 10 years of the date of the
alleged violation. Any questions concerning a contractor may be referred to the Registrar,
Contractors’ State License board, P.O. Box 26000, Sacramento, California 95826.
Have you ever had your contractor’s license suspended or revoked by the California Contractors’
State license Board two or more times within an eight year period?
X
no
Has the suspension or revocation of your contractors license ever been stayed?
Have any subcontractors that you propose to perform any portion of the Work ever had their
contractor’s license suspended or revoked by the California Contractors’ State license Board two
or more times within an eight year period?
K
no
Has the suspension or revocation of the license of any subcontractor’s that you propose to
perform any portion of the Work ever been stayed? X
Yes no
If the answer to either of 1. or 3. above is yes fully identify, in each and every case, the party
disciplined, the date of and violation that the disciplinary action pertain to, describe the nature of
the violation and the disciplinary action taken therefor.
(If needed attach additional sheets to provide full disclosure.)
Page of pages of this Disclosure of Discipline form
Revised 911 1/00 Contract No. PKS02-05 Page 25 of 61 Pages
- L BIDDER'S DISCLOSURE OF DISCIPLINE RECORD
(CONTINUED)
(To Accompany Proposal)
CONTRACT NO. PKS02-05
PLAYGROUND EQUIPMENT UPGRADES AT VARIOUS PARK SITES
6) If the answer to either of 2. or 4. above is yes fully identify, in each and every case, the party who's discipline was stayed, the date of the violation that the disciplinary action pertains to,
describe the nature of the violation and the condition (if any) upon which the disciplinary action
was stayed.
.---
(If needed attach additional sheets to provide full disclosure.)
BY CONTRACTOR:
Park Specialties
By:
(sign here)
(print namehitie)
Page of pages of this Disclosure of Discipline form
Revised 9/11/00 Contract No. PKS02-05 Page 26 of 61 Pages
c
?-
.-
I-
-
-
NON-COLLUSION AFFIDAVIT TO BE EXECUTED
BY BIDDER AND SUBMllTED WITH BID
PUBLIC CONTRACT CODE SECTION 7106
CONTRACT NO. PKS02-05
PLAYGROUND EQUIPMENT UPGRADES AT VARIOUS PARK SITES
State of California 1
Coun~of San Diego )
) ss.
, being first duly sworn, deposes Robert DeKieux
(Name of Bidder)
and says that he or she is Owner
(Title)
park Specialties of
(Name of Firm)
c
the party making the foregoing bid that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is
genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited
any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired,
connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain
from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement,
communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to
fix any overhead, profit, or cost element of the bid price, or of that of any other bidder, or to secure
any advantage against the public body awarding the contract of anyone interested in the proposed
contract: that all statements contained in the bid are true; and, further, that the bidder has not,
directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof,
or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation,
partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid.
-
_"
I declare under penalty of perjury that the foregoing is true and correct and that this affidavit was
executed on the 19th day Of September ,20 02 .
-
Signature of Bidder
Subscribed and sworn to before me on the 19th day of Sep-er ,20n:,. -
-. -
.-
)&
Signature of Notary
@ Revised 9/11/00 Contract No. PKS02-05 Page 27 of 61 Pages
May 23,2002
ADDENDUM NO. I
RE: PLAYGROUND EQUIPMENT UPGRADES AT VARIOUS PARK SITES,
Contract No. PKS02-05
Please include the attached addendum in the Notice to BiddedRequest for Bids you
have for the above project.
This addendum--receipt acknowledged--must be attached to your Request for Bid when
your bid is submitted.
RUTH FLETCHER
Purchasing Officer
RF:jlk
Attach m en 1:
I ACKNOWLEDGE RECEIPT OF ADDENDUM NQ. 2
UT
Bidder's Signature
1635 Faraday Avenue - Carlsbad, CA 92008-7314 (760) 602-2460 - FAX (760) 602-8556 @
6- 3-02; 2:07~t~l;C1 ry of C8r lsbad :1 760 602 8556 # 1/ 2
- City of Carlsbad
June 3,2002
ADDENDUM NO. 2
RE: PLAYGROUND EQUIPMENT UPGRADES AT VARIOUS PARK SITES,
CONTRACT NO. PKSO2.05
Please indude the attached addendum in the Notice to Biddermequest for Bids
yw have for the above project.
The new bid due date is now June 25,2002. The time remains at 400 PM.
This addendum-receipt acknowledged-rnust be attached to your Request for
Bid when your bid is submitted.
RUTH FLETCHER Purchasing Offioer
RF:M
Attachment
I ACKNOWLEDGE RECEIPT OF ADDENDUM NO. 2
1635 Faraday Avenue Carlsbad. CA 92008-7314 (760) 602-2460 FAX (760) 602-8556 @
- City of Carlsbad
June 19,2002
ADDENDUM NO. 3
RE: PLAYGROUND EQUIPMENT UPGRADES - PKS02-5
Please include the attached addendum in the Notice to BidderlRequest for Bids you
have for the above project.
This addendum--receipt acknowledged--must be attached to your Request for Bid when
your bid is submitted.
RUTH FLETCHER
Purchasing Officer
RF:jlk
Attachment
I ACKNOWLEDGE RECEIPT OF ADDENDUM NO. 3
Bidder's Signature
1635 Faraday Avenue Carlsbad, CA 92008-731 4 - (760) 602-2460 FAX (760) 602-8556 @
I
b City of Carlsbad
July 23,2002
ADDENDUM NO. 4
RE: PLAYGROUND EQUIPMENT UPGRADES, PROJECT NO. PKSO2-05
Please inc!ude the attached addendum in the Notice to BlddedRequest for Bids you
have for the above project.
Please note change in due date for the above-mentioned bid,
New date for bid openinn is:
AUGUST 28,2002
Time remains the same: 4:OO p.m. -
This addendum--receipt acknowledged--must be included to your bid when your bid is
submitted.
n
RUTH FLETCHER
Purchasing Officer
RF:jlk
I ACKNOWLEDGE RECEIPT OF ADDENDUM NO. 4
Bidder's Signature
1635 Faraday Avenue Carlsbad, CA 92008-7314 (760) 602-2460 FAX (760) 602-8556 @
- ~-
- City of Carlsbad
August 26,2002
ADDENDUM NO. 5
RE: PLAYGROUND EQUIPMENT UPGRADES, PROJECT NO. PKS02-05
Please include the attached addendum in the Notice to BiddedRequest for Bids you
have for the above project.
Please note change in-due date for the above-mentioned bid.
New date for bid opening is:
SEPTEMBER 19,2002
Time remains the same: 4:OO p.m. -
Please Note: Addendum No. 6 is to follow which will include a notice of a new
scheduled pre-bid meeting date and additional specifications for this project.
This addendum--receipt acknowledged--must be included to your bid when your bid is
submitted.
RUTHFLETCHER
Purchasing Officer
RF:jlk
I ACKNOWLEDGE RECEIPT OF ADDENDUM NO. 5
1635' Faraday Avenue - Carlsbad, CA 92008-7314 - (760) 602-2460 - FAX (760) 602-8556 @
~ ~~
- City of Carlsbad
August 27,2002
ADDENDUM NO. 6
RE: PLAYGROUND EQUIPMENT UPGRADES, PROJECT NO. PKS02-05
Please include the attached addendum in the Notice to Bidder/Request for Bids you
have for the above project.
This addendum--receipt acknowledged-must be included to your bid when your bid is
submitted.
RUTH FLETCHER
Purchasing Officer
RF:jlk
I ACKNOWLEDGE RECEIPT OF ADDENDUM NO. 6
3zL3T,.rnQ CY-
Bidder's Signature
1635 Faraday Avenue Carlsbad, CA 92008-7314 (760) 602-2460 - FAX (760) 602-8556 @
- City of Carlsbad
September 13,2002
ADDENDUM NO. 7
RE: PLAYGROUND EQUIPMENT UPGRADES AT VARIOUS PARK SITES,
CONTRACT NO. PKS02-05
Please include the attached addendum in the Notice to BiddedRequest for Bids you
have for the above project.
This addendum--receipt acknowledged--must be attached to your Request for Bid when
your bid is submitted.
-
-RUTH FLETCHER
Purchasing Officer
RF:jlk
Attachment
I ACKNOWLEDGE RECEIPT OF ADDENDUM NO. 7
14 c
Bidder's Signature
1635 Faraday Avenue Carlsbad, CA 92008-7314 - (760) 602-2460 FAX (760) 602-8556 @
CONTRACT
PUBLIC WORKS
This agreement is made this - afiday of flB@~ , 20 03, by and
between the City of Carlsbad, California, a municipal corporation, (hereinafter called "City"),
and whose principal place of business is
City and Contractor agree as follows:
1.
for:
05; SPECIFICATIONS DATED MARCH 10,2002.
Description of Work. Contractor shall perform all work specified in the Contract documents
PLAYGROUND EQUIPMENT UPGRADES AT VARIOUS PARK SITES - CONTRACT NO. PKS02-
(hereinafter called "project")
2.
equipment, and personnel to perform the work specified by the Contract Documents.
3. Contract Documents. The Contract Documents consist of this Contract, Notice Inviting Bids,
Contractor's Proposal, Bidder's Bond, Designation of Subcontractors, Designation of Owner
Operator/Lessors, Bidder's Statements of Financial Responsibility, Technical Ability and Experience,
Re Debarment, Non-collusion Affidavit, Escrow Agreement, Release Form, the Plans and
Specifications, the Supplemental Provisions, addendum@) to said Plans and Specifications and
Supplemental Provisions, and all proper amendments and changes made thereto in accordance with
this Contract or the Plans and Specifications, and all bonds for the project; all of which are
incorporated herein by this reference.
Provisions of Labor and Materials. Contractor shall provide all labor, materials, tools,
Contractor, her/his subcontractors, and materials suppliers shall provide and install the work as
indicated, specified, and implied by the Contract Documents. Any items of work not indicated or
specified, but which are essential to the completion of the work, shall be provided at the Contractor's
expense to fulfill the intent of said documents. In all instances through the life of the Contract, the
City will be the interpreter of the intent of the Contract Documents, and the City's decision relative to
said intent will be final and binding. Failure of the Contractor to apprise subcontractors and materials
suppliers of this condition of the Contract will not relieve responsibility of compliance.
4. Payment. For all compensation for Contractor's performance of work under this Contract, City
shall make payment to the Contractor per section 9-3 PAYMENT of the Standard Specifications for
Public Works Construction (SSPWC) 1997 Edition, and the 1998 and 1999 supplements thereto,
hereinafter designated "SSPWC", as issued by the Southern California Chapter of the American
Public Works Association, and as amended by the Supplemental Provisions section of this contract.
The Engineer will close the estimate of work completed for progress payments on the last working
c day of each month.
5. Independent Investigation. Contractor has made an independent investigation of the
jobsite, the soil conditions at the jobsite, and all other conditions that might affect the progress of the work, and is aware of those conditions. The Contract price includes payment for all work that may be
@ Revised 9/11/00 Contract No. PKS02-05 Page 28 of 61 Pages
done by Contractor, whether anticipated or not, in order to overcome underground conditions. Any
information that may have been furnished to Contractor by City about underground conditions or
other job conditions is for Contractor's convenience only, and City does not warrant that the
conditions are as thus indicated. Contractor is satisfied with all job conditions, including underground
conditions and has not relied on information furnished by City.
I
6. Hazardous Waste or Other Unusual Conditions. If the contract involves digging
trenches or other excavations that extend deeper than four feet below the surface Contractor shall
promptly, and before the following conditions are disturbed, notify City, in writing, of any:
A. Hazardous Waste. Material that Contractor believes may be material that is hazardous waste,
as defined in section 251 17 of the Health and Safety Code, that is required to be removed to a Class
I, Class II, or Class Ill disposal site in accordance with provisions of existing law.
B. Differing Conditions. Subsurface or latent physical conditions at the site differing from those
indicated.
C. Unknown Physical Conditions. Unknown physical conditions at the site of any unusual
nature, different materially from those ordinarily encountered and generally recognized as inherent in
work of the character provided for in the contract.
City shall promptly investigate the conditions, and if it finds that the conditions do materially so differ,
or do involve hazardous waste, and cause a decrease or increase in contractor's costs of, or the time
required for, performance of any part of the work shall issue a change order under the procedures
described in this contract.
In the event that a dispute arises between City and Contractor whether the conditions materially
differ, or involve hazardous waste, or cause a decrease or increase in the contractor's cost of, or time
required for, performance of any part of the work, contractor shall not be excused from any
scheduled completion date provided for by the contract, but shall proceed with all work to be
performed under the contract. Contractor shall retain any and all rights provided either by contract or
by law which pertain to the resolution of disputes and protests between the contracting parties.
c
7. Immigration Reform and Control Act. Contractor certifies it is aware of the requirements
of the Immigration Reform and Control Act of 1986 (8 USC sections 1101-1525) and has complied
and will comply with these requirements, including, but not limited to, verifying the eligibility for
employment of all agents, employees, subcontractors, and consultants that are included in this
Contract.
8. Prevailing Wage. Pursuant to the California Labor Code, the director of the Department of
Industrial Relations has determined the general prevailing rate of ,per diem wages in accordance with
California Labor Code, section 1773 and a copy of a schedule of said general prevailing wage rates
is on file in the office of the City Engineer, and is incorporated by reference herein. Pursuant to
California Labor Code, section 1775, Contractor shall pay prevailing wages. Contractor shall post
copies of all applicable prevailing wages on the job site.
9. Indemnification. Contractor shall assume the defense of, pay all expenses of defense, and
indemnify and hold harmless the City, and its officers and employees, from all claims, loss, damage,
injury and liability of every kind, nature and description, directly or indirectly arising from or in
connection with the performance of the Contract or work; or from any failure or alleged failure of
Contractor to comply with any applicable law, rules or regulations including those relating to safety
and health; and from any and all claims, loss, damages, injury and liability, howsoever the same may
be caused, resulting directly or indirectly from the nature of the work covered by the Contract, except
for loss or damage caused by the sole or active negligence or willful misconduct of the City. The
I
e Revised 911 1/00 Contract No. PKS02-05 Page 29 of 61 Pages
expenses of defense include all costs and expenses including attorneys' fees for litigation,
arbitration, or other dispute resolution method.
Contractor shall also defend and indemnify the City against any challenges to the award of the
contract to Contractor, and Contractor will pay all costs, including defense costs for the City. Defense
costs include the cost of separate counsel for City, if City requests separate counsel.
L
Contractor shall also defend and indemnify the City against any challenges to the award of the
contract to Contractor, arising in whole or in part from alleged inaccuracies or misrepresentation by
the Contractor, whether intentional or otherwise, and Contractor will pay all costs, including defense
costs for the City. Defense costs include the cost of separate counsel for City, if City requests
separate counsel.
10. Insurance. Contractor shall procure and maintain for the duration of the contract insurance
against claims for injuries to persons or damage to property which may arise from or in connection
with the performance of the work hereunder by the Contractor, his or her agents, representatives,
employees or subcontractors. Said insurance shall meet the City's policy for insurance as stated in
Resolution No. 91 -403.
(A) Coverages And Limits Contractor shall maintain the types of coverages and minimum limits
indicted herein:
a. Comprehensive General Liability Insurance: $1,000,000 combined single limit per
occurrence for bodily injury and property damage. If the policy has an aggregate limit, a separate
aggregate in the amounts specified shall be established for the risks for which the City or its agents,
officers or employees are additional insured.
b. Business Automobile Liability Insurance: $1,000,000 combined single limit per accident for
bodily injury and property damage. In addition, the auto policy must cover any vehicle used in the
performance of the contract, used onsite or offsite, whether owned, non-owned or hired, and whether
scheduled or non-scheduled. The auto insurance certificate must state the coverage is for "any
auto" and cannot be limited in any manner.
,--
c. Workers' Compensation and Employers' Liability Insurance: Workers' compensation limits
as required by the Labor Code of the State of California and Employers' Liability limits of $1,000,000
per incident. Workers' compensation offered by the State Compensation Insurance Fund is
acceptable to the City.
(B) Additional Provisions. Contractor shall ensure that the policies of insurance required under
this agreement with the exception of Workers' Compensation and Business Automobile Liability
Insurance contain, or are endorsed to contain, the following provisions.
a. The City, its officials, employees and volunteers are to be covered as additional insured as respects: liability arising out of activities performed by or on behalf of the Contractor; products and
completed operations of the contractor; premises owned, leased, hired or borrowed by the
contractor. The coverage shall contain no special limitations on the scope of protection afforded to
the City, its officials, employees or volunteers. All additional insured endorsements must be
evidenced using separate documents attached to the certificate of insurance; one for each company
affording general liability, and employers' liability coverage.
L b. The Contractor's insurance coverage shall be primary insurance as respects the City, its
officials, employees and volunteers. Any insurance or self-insurance maintained by the City, its
officials, employees or volunteers shall be in excess of the contractor's insurance and shall not
contribute with it.
fsI Revised 911 1/00 Contract No. PKS02-05 Page 30 of 61 Pages
c.
to the City, its officials, employees or volunteers.
Any failure to comply with reporting provisions of the policies shall not affect coverage provided --
d. Coverage shall state that the contractor's insurance shall apply separately to each insured
against whom claim is made or suit is brought, except with respect to the limits of the insurer's
liability.
(C) Notice Of Cancellation. Each insurance policy required by this agreement shall be endorsed to
state that coverage shall not be nonrenewed, suspended, voided, canceled, or reduced in coverage
or limits except after thirty (30) days' prior written notice has been given to the City by certified mail,
return receipt requested.
(D) Deductibles And Self-Insured Retention (S.I.R.) Levels. Any deductibles or self-insured
retention levels must be declared to and approved by the City. At the option of the City, either: the
insurer shall reduce or eliminate such deductibles or self-insured retention levels as respects the
City, its officials and employees; or the contractor shall procure a bond guaranteeing payment of
losses and related investigation, claim administration and defense expenses.
(E) Waiver Of Subrogation. All policies of insurance required under this agreement shall contain a
waiver of all rights of subrogation the insurer may have or may acquire against the City or any of its
officials or employees.
(F) Subcontractors. Contractor shall include all subcontractors as insured under its policies or
shall furnish separate certificates and endorsements for each subcontractor. Coverages for
subcontractors shall be subject to all of the requirements stated herein.
(G) Acceptability Of Insurers. Insurance is to be placed with insurers that have a rating in Best's
Key Rating Guide of at least A-:V. Insurers must also be authorized to transact the business of
insurance by the State of California Insurance Commissioner as admitted carriers as evidenced by a
listing in the official publication of the Department of Insurance of the State of California and/or under
the standards specified by the City Council in Resolution No. 91 -403.
.-
(H) Verification Of Coverage. Contractor shall furnish the City with certificates of insurance and
original endorsements affecting coverage required by this clause. The certificates and
endorsements for each insurance policy are to be signed by a person authorized by that insurer to
bind coverage on its behalf. The certificates and endorsements are to be in forms approved by the
City and are to be received and approved by the City before the Contract is executed by the City.
(I) Cost Of Insurance. The Cost of all insurance required under this agreement shall be included in the Contractor's bid.
11. Claims and Lawsuits. All claims by contractor for $375,000 or less shall be resolved in
accordance with the provisions in the Public Contract Code, Division 2, Part 3, Chapter 1, Article 1.5
(commencing with section 201 04) which are incorporated by reference. A copy of Article 1.5 is included in the Supplemental Provisions I section. The contractor shall initially submit all claims over
$375,000 to the City using the informal dispute resolution process described in Public Contract Code
subsections 201 04.2(a), (c), (d). Notwithstanding the provisions of this section of the contract, all
claims shall comply with the Government Tort Claim Act (section 900 et seq., of the California
Government Code) for any claim or cause of action for money or damages prior to filing any lawsuit
for breach of this agreement.
(A) Assertion of Claims. Contractor hereby agrees that any contract claim submitted to the City
must be asserted as part of the contract process as set forth in this agreement and not in anticipation
of litigation or in conjunction with litigation.
-
Revised 9/11/00 Contract No. PKS02-05 Page 31 of 61 Pages
- (8) False Claims. Contractor acknowledges that if a false claim is submitted to the City, it may be
considered fraud and the Contractor may be subject to criminal prosecution.
(C) Government Code. Contractor acknowledges that California Government Code sections
12650 et seq., the False Claims Act, provides for civil penalties where a person knowingly submits a
false claim to a public entity. These provisions include false claims made with deliberate ignorance of
the false information or in reckless disregard of the truth or falsity of the information.
(D) Penalty Recovery. If the City of Carlsbad seeks to recover penalties pursuant to the False
Claims Act, it is entitled to recover its litigation costs, including attorney's fees.
(E) Debarment for False Claims. Contractor hereby acknowledges that the filing of a false claim
may subject the Contractor to an administrative debarment proceeding wherein the Contractor may
be prevented from further bidding on public contracts for a period of up to five years.
(F) Carlsbad Municipal Code. The provisions of Carlsbad Municipal Code sections 3.32.025,
3.32.026, 3.32.027 and 3.32.028 pertaining to false claims are incorporated herein by reference.
(G) Debarment from Other Jurisdictions. Contractor hereby acknowledges that debarment by
another jurisdiction is grounds for the City of Carlsbad to disqualify the Contractor or subcontrac-
tor from participating in future contract bidding.
(H) Jurisdiction. Contractor agrees and hereby stipulates that the proper venue and jurisdiction for
resolution of any disputes between the parties arising out of this agreement is San Diego County,
California.
I have read and understand all provisions of Section 11 above. Tn init %n init
12. Maintenance of Records. Contractor shall maintain and make available at no cost to the
City, upon request, records in accordance with sections 1776 and 1812 of Part 7, Chapter 1,
Article 2, of the Labor Code. If the Contractor does not maintain the records at Contractor's
principal place of business as specified above, Contractor shall so inform the City by certified
letter accompanying the return of this Contract. Contractor shall notify the City by certified mail of
any change of address of such records.
13. Labor Code Provisions. The provisions of Part 7, Chapter 1 , commencing with section 1720
of the Labor Code are incorporated herein by reference.
14. Security. Securities in the form of cash, cashier's check, or certified check may be substituted
for any monies withheld by the City to secure performance of this contract for any obligation
established by this contract. Any other security that is mutually agreed to by the Contractor and
the City may be substituted for monies withheld to ensure performance under this Contract.
15. Provisions Required by Law Deemed Inserted. Each and every provision of law and
clause required by law to be inserted in this Contract shall be deemed to be inserted herein and
included herein, and if, through mistake or otherwise, any such provision is not inserted, or is not
correctly inserted, then upon application of either party, the Contract shall forthwith be physically
amended to make such insertion or correction.
1
Revised 911 1/00 Contract No. PKS02-05 Page 32 of 61 Pages
16. Additional Provisions. Any additional provisions of this agreement are set forth in the
"General Provisions" or "Supplemental Provisions" attached hereto and made a part hereof.
NOTARIAL ACKNOWLEDGMENT OF EXECUTION BY ALL SIGNATORIES MUST BE
ATTACHED
(CORPORATE SEAL) n
CONTRACTOR:
?&tK 5mci *LT\f4
(namb of Contractor)
By:
(sign here) ATTEST:
(print name and title)
\ -2b L eh-i->*LZ\Ld$ cFLcmK
By:
(sign here)
c (print name and title)
President or vice-president and secretary or assistant secretary must sign for corporations. If only
one officer signs, the corporation must attach a resolution certified by the secretary or assistant
secretary under the corporate seal empowering that officer to bind the corporation.
APPROVED AS TO FORM:
RONALD R. BALL
City Attorney
By:
.--
a Revised 9/11/00 Contract No. PKS02-05 Page 33 of 61 Pages
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
State of California
County of San Diego } SS.
On MRrrh 18 7nn1 , before me,
personally appeared Robert DeRieux
Date ’
Narne(s) of Signer(?.)
personally known to me
proved to me on the basis of satisfactory
evidence
to be the person(s) whose name(s) islare
subscribed to the within instrument and
acknowledged to me that he/she/they executed
the same in hislhedtheir authorized
capacity(ies), and that by hislherltheir
signature(s) on the instrument the person(s), or
the entity upon behalf of which the person(s)
acted, executed the instrument.
WITNESS my hand and official seal. uFs C
Place Notary Seal Above Signature of Notary Publid
OPTIONAL
Though the information below is not required by law, it may prove valuable to persons relying on the document
and could prevent fraudulent removal and reattachment of this form to another document.
Description of Attached Document
Title or Type of Document: City of Carlsbad contract #PKS02-05
Document Date: 12-1 9-02 Number of Pages: 61
Signer(s) Other Than Named Above: m
Capacity(ies) Claimed by Signer
Signer’s Name: Robert DeRieux a Individual
0 Corporate Officer - Title(s):
0 Partner - 0 Limited 0 General
0 Attorney in Fact
0 Trustee
0 Guardian or Conservator
0 Other:
Signer Is Representing: Park Specialties -
0 1997 National Notary Association 9350 De Sot0 Ave , PO Box 2402 Chatswolth, CA 91313-2402 Prod No 5907 Reorder Call Toll-Free 1-600-876-6827
Bond No. B34233277
Predum: Included in
Performance Bond
LASOR AND MATERIALS BOND
WHEREAS, the City Council of the City of Carlsbad, State of California, by Resolution No.
2002-328 , adopted November 12, 2002 , has awarded to
Park Specialties
(hereinafter designated as the 'Principal'), a Contract for: PLAYGROUND EQUIPMENT UPGRADES AT VARIOUS PARK SITES - CONTRACT NO. PKSO2-05
in the City of Carlsbad, in strict conformity with the drawings and specifications, and other Contract
Documents now on file in the Office of the City Clerk of the City of Carlsbad and all of which are
incorporated herein by this reference.
WHEREAS, Principal has executed or is about to execute said Contract and the terms thereof
require the furnishing of a bond, providing that if Prinoipal or any of their subcontractors shall fail to
pay for any materials, provisions, provender or other supplies or teams used in, upon or about the
performance of the work agreed to be done, or for any work or labor done thereon of any kind, the
Surety on this bond will pay the same to the extent hereinafter set forth.
NOW, THEREFORE, WE, Park Specialties 9
as Principal, (hereinafter designated as the "Contractor'), and Insurance Company
as Surety, are held firmly bound unto the City of Carlsbad in the sum of Hundred Sixty One
Thousand Four Hundred Forty Five and 76/100 Dollars
($ 2619445.76
One hundred percent (100%) of the total estimated amount payable under said contrad by the City of Carlsbad under the terms of the contract when the total amount payable does not exceed five
million dollars ($5,000,000) or,
Fifty percent (50%) of the total estimated amount payable under said contract by the City of Carlsbad
under the terms of the contract when the total amount payable is not less than five mlllion dollars
($5,000,000) and does not exceed ten million dollars ($1 0,000,000) or,
Twenty-five percent (25%) of the total estimated amount payable under said contract by the City Of
Carlsbed under the terms of the contract if the contract exceeds ten million dollars ($1 0,000,000) and
for which payment well and truly to be made we bind ourselves, our heirs, exeoutors and
administrators, succ~ssors, or assigns, jointly and severally, firmly by these presents.
), said sum being an amount equal to:
THE CONDITION OF THIS OBLIGATION IS SUCH that if the person or hidher subcontractors fail to
pay for any materials, provisions, provender, supplies, or teams used in, upon, for, or about the
periormance of the work contracted to be done, or for any other work or labor thereon of any kind, or for amounts due under the Unemployment Insurance Code with respect to such work or labor, or for
any amounts required to be deducted, withheld, and paid over to the Employment Development
Department from the wages of employees of the contractor and subcontractors pursuant to section
13020 of the Unemployment Insurance Code with respect to such work and labor that the Surety will
pay for the same, not to exceed the sum specified in the bond, and, also, in case suit is brought upon the bond, costs and rea8onabie expenses and fees, including reasonable attorney's fees, to be fixed by the court, a9 required by the provlsions of section 3248 of the California Civil Code.
This bond shall inure to the benefit of any and all persons, companies and corporations entitled to file claims under Tie 15 of Part 4 of Division 3 of the Civil Code (commencing with section 3082).
Surety stipulates and agrees that no change, extension of time, alteration or addition to the terms of
the Contract, or to the work to be performed thereunder or the specifications accompanying the same shall affect its obligations on this bond, and it does hereby waive notice of any change,
extension of time, alterations or addition to the terms of the contract or to the work or to the specifications.
In the event that Contractor is an individual, it is agreed that the death of any such Contractor shall
not exonerate the Surety from its obligations under this bond.
Executed by CONTRACTOR this Executed by SURETY this 17th day
dayoi December ,20K. of December ,20L.
CONTRACTOR: SUREW:
Park Specialties Gulf Insurance Company
(name of Contractor name of Surety)
(address of Surety)
110 West '*A** & treet, Ste. 1805
San Diego, CA 92101 By:
2fJou.t 3 f .$u (800) 708-0589
(print name here) '
By:
(tit18 and organization of signatory)
-__y
Melanie Anderson By: (sign here) (printed name of AItorney-in-F&ct)
(attach corporate resolution showing current power (print name here) of attohey)
(title and organization of signatory)
(Proper notarial acknowledgment of 8X8CIdiOn by CONTRACTOR and SURW must be attached.)
(President or vice-president and secretary or assistant sscrebry must sign for corporations. If only one Officer
signs, the corporation must attach a resolution certified by the secretary or assistant secretary under Corporate seal empowering that officer to bind the corporation.)
APPROVED AS TO FORM:
RONALD R. BALL City Attorney
STATE OF CALIFOW )
COUNTY OF SAN DIEGO ]
On December 17 9 2002 I before me, F. Griffin, personally appeared Melanie Anderson
personally known to me (or 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
the instrument the
instrument.
in hiskerltheir authorized capacity(ies), and that by hskedtheir signature(s) on
person(s), or the entity upon behalf of which the person(s) acted, executed the
WITNESS
A
my hand and official seal.
‘r Signature 3. &-
..............................................................................
(THE BALANCE OF THIS PAGE IS INTENTIONALLY LEFT BLANK)
.. #
GULF INSURANCE COMPANY
HARTFORD, CONNECTICUT
- POWER OF ATTORNEY
ORIGINALS OF THIS POWER OF ATTORNEY ARE PRINTED ON BLUE SAFETY PAPER WITH TEAL INK.
KNOW ALL MEN BY THESE PRESENTS: That the Gulf Insurance Company, a corporation duly organizea under the laws of the State of Connecticut, having
its principal office in the city of Irving, Texas, pursuant to the following resolution, adopted by the Finance & Executive Committee of the Board of Directors
of the said Company on the 10th day of August, 1993, to wit:
“RESOLVED, that the President, Executive Vice President or any Senior Vice President of the Company shall have authority to make, execute and deliver a
Power of Attorney constituting as Attorney-in-Fact, such persons, firms, or corporations as may be selected from time to time; and any such Attorney-in-Fact
may be removed and the authority granted him revoked by the President, or any Executive Vice President, or any Senior Vice President, or by the Board of
Directors or by the Finance and Executive Committee of the Board of Directors.
RESOLVED, that nothing in this Power of Attorney shall be construed as a grant of authority to the attorney(s)-in-fact to sign, execute, acknowledge, deliver
or otherwise issue a policy or policies of insurance on behalf of Gulf Insurance Company.
RESOLVED, that the signature of the President, Executive Vice President or any Senior Vice President, and the Seal of the Company may be affixed to any
such Power of Attorney or any certificate relating thereto by facsimile, and any such powers so executed and certified by facsimile signature and facsimile
seal shall be valid and binding upon the Company in the future with respect to any bond and documents relating to such bonds to which they are attached.”
Gulf Insurance Company does hereby make, constitute and appoint
Melanie Anderson
its true and lawful attorney(s)-in-fact, with full power and authority hereby conferred in its name, place and stead, to sign, execute, acknowledge and deliver
in its behalf, as surety, any and all bonds and undertakings of suretyship, and to bind Gulf Insurance Company thereby as fully and to the same extent as if
any bonds, undertakings and documents relating to such bonds and/or undertakings were signed by the duly authorized officer of the Gulf Insurance Company
and all the acts of said attorney(s)-in-fact, pursuant to the authority herein given, are hereby ratified and confirmed.
The obligation of the Company shall not exceed five million (5,000,000) dollars
IN WITNESS WHEREOF, the Gulf Insurance Company has caused these presents to be signed by any officer of the Company and its Corporate Seal to
On this 1st day of October, AD 2001, before me came Lawrence P. Miniter, known to me personally who being by me duly sworn, did depose and say:
that he resides in the County of Bergen, State 01 New Jersey; that he is the Executive Vice President of the Gulf Insurance Company, the corporation described
in and which executed the above instrument; that he knows the seal of said corporation; that the seal affixed to the said instruments is such corporate seal;
that it was so affixed by order of the Board of Directors of said corporation and that he signed his name, thereto by like order.
STATE OF NEW YORK
COUNTY OF NEWYORK
ANGZE MAHABIR-BEGAZO Notary Public, State of New York No. 01MA6019988 Qualified in Kings County Commission Expires February 16,2003
STATE OF NEW YORK
COUNTY OF NEWYORK
I, the undersigned, Senior Vice President of
POWER OF ATTORNEY remains in full force.
Signed and Sealed at the City of NewYork.
the Gull Insurance Company, a Connecticut
ANEW MAHABIR-BEGAZO- Notary Public, State of New York No. 01MA6019988 Qualified in Kings County Commission Expires February 16,2003
Corporation, DO HEREBY CERTIFY that the loregoing and attached
Dated the 17th day of December ,20 O2
George Biancardi Senior Vice President
State of California 1
County of San Diego 1 )ss
on Dec. 19, 2002 , before me, Colceerr Bmve€Z, personally appeared
Rob-, personally known to me (or proved to me on the basis of satiskctory evidence) to be the persow whose name& is/= subscribed to the
within instnunent and acknowledged to me that he&eAhey executed the same in
hislketHkeir i~~tho~ized capacity@), and that by hkkdtkw ‘ signature@ on the
instrument the persono, or the entity upon behalf of which the personp acted, executed
the instnrme nt.
witness my hand and o&id sed.
(THE BALANCE OF THIS PAGE IS INTENTIONALLY LEFT BLANK)
Bond No. B34233277
Premium: $4,922.00
FAITHFUL PERFORMANCEWARRANTY BOND
WHEREAS, the City Council of the City of Carlsbad, State of California, by Resolution
, has awarded to No. 2002-328 , adopted November 12, 2002
, (hereinafter Park Specialties
designated as the "Principal'), a Contract for: PLAYGROUND EQUIPMENT UPGRADES AT VARIOUS
PARK SITES .. CONTRACT NO. PKS02-05
in the City of Carlsbad, in strict conformity with the contract, the drawings and specifications, and
other Contract Documents now on file in the Office of the Clty Clerk of the City of Carlsbad, all of
which are incorporated herein by this reference.
WHEREAS, Principal has executed or is about to execute said Contract and the terms thereof require the furnishing of a bond for the faithful performance and warranty of said Contract;
NOW, THEREFORE, WE, Park Specialties , as Principal,
(hereinafter designated as the 'Contractor"), and Gulf Insurance company
, as Surety, are held and firmly bound unto the City of Carlsbad,
-
Two Eundred Sixty One Thousand Four in the sum of Hundred Forty Five and 76 bojars 1 0 ($ 26 1 445 - 76 ), said sum being equal to
one hundred percent (100%) of the estimated amount of the Contract, to be paid to City or its certain
attorney, its successors and assigns; for which payment, well and truly to be made, we bind
ourselves, our heirs, executors and administrators, successors or assigns, jointly and severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH that if the above bounden Contractor, their heirs,
executors, administrators, successors or assigns, shall in all things stand to and abide by, and well
and truly keep and perform the covenants, conditions, and agreements in the Contract and any
alteration thereof made as therein provided on their part, to be kept and performed at the time and in
the manner therein specified, and in all respects according to their true intent and meaning, and shall
indemnify and save harmless the City of Carisbad, its officers, employees and agents, as therein
stipulated, then this obligation shall become null and void; otherwise it shall remain in full force and effect.
As a part of the obligation secured hereby and in addition to the face amount specified therefor, there shall be included costs and reasonable expenses and fees, including reasonable attorneys fees,
incurred by the City in successfully enforcing such obligation, all to be taxed as costs and included in
any judgment rendered.
Surety stipulates and agrees that no change, extension of time, alteration or addition to the terms of
the Contract, or to the work to be performed thereunder or the specifications accompanying the
same shall affect its obligations on this bond, and it does hereby waive notice of any change,
extension of time, alterations or addition to the terms of the contract or to the work or to the
specifications.
,
In the event that Contractor is an individual, it is agreed that the death of any such Contractor shall
not exonerate the Surety from its obligations under this bond.
Executed by CONTRACTOR this 1s *
CONTRACTOR:
Park Specialties
(name of Contractor)
(sign here)
(print name here)
dmw
_. (Title and Organization of Signatory)
By:
(sign here)
(print name here)
Executed by SUR€TY this 17th day of
02 8 20-. December
SURETY:
Gulf Insurance Company
(name of Surety)
110 West "A" Street, Ste. 1805
San Diego, CA 92101
(address of Surety)
(800) 708-0589
(telephone number of Surety)
Melanie Anderson - (printed name of Attomey-in-Fad)
(Attach corporate resolution showing current power of attorney.)
(Title and Organization of signatory)
(Proper notarial acknowledgment of execution by CONTRACTOR and SURETY must be attached.)
(President or vice-president and secretary or assistant secretary must sign for corporations. If only
one officer signs, the corporation must attach a resolution certified by the secretary or assistant
secretary under corporate seal empowering that officer to bind the corporation.)
APPROVED AS TO FORM:
RONALD R, BALL
City Attorney
STATE OF CALIFORNIA ]
COUNTY OF SAN DEGO )
)ss
On December 17 Y 2002 before me, F. Griffin, personally appeared Melanie Anderson
personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s)
whose name(s) idare 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.
WITNESS my hand and official seal.
Signature \ W
..............................................................................
,-
(THE BALANCE OF THIS PAGE IS INTENTIONALLY LEFT BLANK)
. .. .&
GULF INSURANCE COMPANY
HARTFORD, CONNECTICUT
POWER OF ATTORNEY
ORIGINALS OF THIS POWER OF ATTORNEY ARE PRINTED ON BLUE SAFETY PAPER WITH TEAL INK.
KNOW ALL MEN BY THESE PRESENTS: That the Gulf Insurance Company, a corporation duly organizea under the laws of the State of Connecticut, having
its principal office in the city of Irving, Texas, pursuant to the following resolution, adopted by the Finance & Executive Committee of the Board of Directors
of the said Company on the 10th day of August, 1993, to wit:
"RESOLVED, that the President, Executive Vice President or any Senior Vice President of the Company shall have authority to make, execute and deliver a
Power of Attorney constituting as Attorney-in-Fact, such persons, firms, or corporations as may be selected from time to time; and any such Attorney-in-Fact
may be removed and the authority granted him revoked by the President, or any Executive Vice President, or any Senior Vice President, or by the Board of
Directors or by the Finance and Executive Committee of the Board of Directors.
RESOLVED, that nothing in this Power of Attorney shall be construed as a grant of authority to the attorney(s)-in-fact to sign, execute, acknowledge, deliver
or otherwise issue a policy or policies of insurance on behalf of Gulf Insurance Company.
RESOLVED, that the signature of the President, Executive Vice President or any Senior Vice President, and the Seal of the Company may be affixed to any
such Power of Attorney or any certificate relating thereto by facsimile, and any such powers so executed and certified by facsimile signature and facsimile
seal shall be valid and binding upon the Company in the future with respect to any bond and documents relating to such bonds to which they are attached."
Gulf Insurance Company does hereby make, constitute and appoint
Melanie Anderson
its true and lawful attorney(s)-in-fact, with full power and authority hereby conferred in its name, place and stead, to sign, execute, acknowledge and deliver
in its behalf, as surety, any and all bonds and undertakings of suretyship, and to bind Gulf Insurance Company thereby as fully and to the same extent as if
any bonds, undertakings and documents relating to such bonds and/or undertakings were signed by the duly authorized officer of the Gulf Insurance Company
and all the acts of said attorney(s)-in-fact, pursuant to the authority herein given, are hereby ratified and confirmed.
The obligation of the Company shall not exceed five million (5,000,000) dollars
'-
IN WITNESS WHEREOF, the Gull Insurance Company has caused these presents to be signed by any officer 01 the Company and its Corporate Seal to
be hereto affixed
STATE OF NEW YORK
COUNTY OF NEW YORK
GULF INSURANCE COMPANY
A
Lawrence P. Miniter
Executive Vice President W
On this 1st day of October, AD 2001, before me came Lawrence P. Miniter, known to me personally who being by me duly sworn, did depose and say:
that he resides in the County of Bergen, State of New Jersey; that he is the Executive Vice President of the Gull Insurance Company, the corporation described
in and which executed the above instrument; that he knows the seal of said corporation; that the seal affixed to the said instruments is such corporate seal;
that it was so affixed by order of the Board of Directors of said corporation and that he signed his name, thereto by like order.
< OETA47 No. 01MA6019988
I, the undersigned, Senior Vice President of the Gulf Insurance Company, a Connecticut Corporation, DO HEREBY CERTIFY that the foregoing and attached
POWER OF ATTORNEY remains in lull force.
Dated the 17th day of December ,20 02 Signed and Sealed at the City of New York.
George Biancardi Senior Vice President
.- State of California 1
)ss
county of san Diego 1
On Dec. 19, 2002 , before me, Colleen Buswell, personally appeared
rt IbRiellY , personally known to me (or proved to me on the
his of satisfixtory evidence) to be the person@) whose name@) is/= subscribed to the
within instrument and acknowledged to me that hekWtheyexecuted the same in
hiskdtheir authorized capacity(@, d kt by hidwkhx ' signature($) on the
instrument the person(h, or the entity upon behalf of which the person@ acted, executed
the instrument.
Witness my w and officia~ sed.
7
signature La-,/d d>L&(
Notary Public - Cdleen Boswell
(THE BALANCE OF THIS PAGE IS INTENTIONALLY LEFT BLANK)
OPTIONAL ESCROW AGREEMENT FOR
SECURITY DEPOSITS IN LIEU OF RETENTION
This Escrow Agreement is made and entered into by and between the City of Carlsbad whose
address is 1200 Carlsbad Village Drive, Carlsbad, California, 92008, hereinafter called "City" and
whose address is
hereinafter called
"Contractor" and whose address is
hereinafter called "Escrow Agent."
For the consideration hereinafter set forth, the City, Contractor and Escrow Agent agree as follows:
1. Pursuant to sections 22300 and 10263 of the Public Contract Code of the State of California, the contractor has the option to deposit securities with the Escrow Agent as a substitute for retention
earnings required to be withheld by the City pursuant to the Construction Contract entered into
between the City and Contractor for PLAYGROUND EQUIPMENT UPGRADES AT VARIOUS PARK
SITES - CONTRACT NO. PKS02-05 in the amount of dated
(hereinafter referred to as the "Contract"). Alternatively, on written request of the
contractor, the City shall make payments of the retention earnings directly to the escrow agent.
When the Contractor deposits the securities as a substitute for Contract earnings, the Escrow Agent
shall notify the City within 10 days of the deposit. The Escrow Agent shall maintain insurance to
cover negligent acts and omissions of the escrow agent in connection with the handling of retentions
under these sections in an amount not less than $100,000 per contract. The market value of the
securities at the time of the substitution shall be a least equal to the cash amount then required to be
withheld as retention under the terms of the contract between the City and Contractor. Securities
shall be held in the name of the , and shall designate the Contractor as the beneficial owner.
_c
2. The City shall make progress payments to the Contractor for such funds which otherwise would
be withheld from progress payments pursuant to the Contract provisions, provided that the Escrow
Agent holds securities in the form and amount specified above.
3. When the City makes payment of retentions earned directly to the escrow agent, the escrow
agent shall hold them for the benefit of the contractor until such time as the escrow created under
this contract is terminated. The contractor may direct the investment of the payments into securities.
All terms and conditions of this agreement and the rights and responsibilities of the parties shall be
equally applicable and binding when the City pays the escrow agent directly.
4. The contractor shall be responsible for paying all fees for the expenses incurred by the Escrow
Agent in administering the Escrow Account and all expenses of the City. These expenses and
payment terms shall be determined by the City, Contractor and Escrow Agent.
5. The interest earned on the securities or the money market accounts held in escrow and all interest earned on that interest shall be for the sole account of Contractor and shall be subject to withdrawal by Contractor at any time and from time to time without notice to the City.
6. Contractor shall have the right to withdraw all or any part of the principal in the Escrow Account
-_
Revised 911 1/00 Contract No. PKS02-05 Page 38 of 61 Pages
-- only by written notice to Escrow Agent accompanied by written authorization from City to the Escrow Agent that City consents to the withdrawal of the amount sought to be withdrawn by Contractor.
7. The City shall have a right to draw upon the securities in the event of default by the Contractor. Upon seven days' written notice to the Escrow Agent from the City of the default, the Escrow Agent shall immediately convert the securities to cash and shall distribute the cash as instructed by the City.
8. Upon receipt of written notification from the City certifymg that the Contract is final and complete
and that the Contractor has complied with all requirements and procedures applicable to the Contract, the Escrow Agent shall release to Contractor all securities and interest on deposit less escrow fees and charges of the Escrow Account. The escrow shall be closed immediately upon disbursement of all moneys and securities on deposit and payments of fees and charges.
9. The Escrow Agent shall rely on the written notifications from the City and the contractor pursuant to sections (1) to (8), inclusive, of this agreement and the City and Contractor shall hold Escrow Agent harmless from Escrow Agent's release, conversion and disbursement of the securities and interest as set forth above.
10. The names of the persons who are authorized to give written notices or to receive written notice on behalf of the City and on behalf of Contractor in connection with the foregoing, and exemplars of their respective signatures are as follows:
For City: Title
Name
For Contractor:
For Escrow Agent:
Signature
Address
Title
Name
Signature
Address
Title
Name
Signature
Address
At the time the Escrow Account is opened, the City and Contractor shall deliver to the Escrow Agent
a fully executed counterpart of this Agreement.
Revised 9/11/00 Contract No. PKS02-05 Page 39 of 61 Pages
-.- IN WITNESS WHEREOF, the parties have executed this Agreement by their proper officers on the date first set forth above.
For City:
For Contractor:
For Escrow Agent:
Title
Name
Signature
Address
Title
Name
Signature
Address
Title
Name
Signature
Address
,-
e Revised 9/11/00 Contract No. PKS02-05 Page 40 of 61 Pages
L SUPPLEMENTAL PROVISIONS
FOR
PLAYGROUND EQUIPMENT UPGRADES AT VARIOUS
PARK SITES
CONTRACT NO. PKS02-05
SUPPLEMENTAL PROVISIONS TO
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
PART 1, GENERAL PROVISIONS
SECTION 1 -- TERMS, DEFINITIONS ABBREVIATIONS AND SYMBOLS
1-1 TERMS
Add the following section:
1-1.1 Reference to Drawings. Where words "shown", "indicated", "detailed", "noted", "scheduled",
or words of similar import are used, it shall be understood that reference is made to the plans
accompanying these provisions, unless stated otherwise.
I
Add the following section:
1-1.2 Directions. Where words "directed", "designated", "selected", or words of similar import are
used, it shall be understood that the direction, designation or selection of the Engineer is intended,
unless stated otherwise. The word "required" and words of similar import shall be understood to
mean "as required to properly complete the work as required and as approved by the Engineer,"
unless stated otherwise.
Add the following section:
1-1.3 Equals and Approvals. Where the words "equal", "approved equal", "equivalent", and such
words of similar import are used, it shall be understood such words are followed by the expression "in
the opinion of the Engineer", unless otherwise stated. Where the words "approved", "approval",
"acceptance", or words of similar import are used, it shall be understood that the approval,
acceptance, or similar import of the Engineer is intended.
Add the following section:
1-1.4 Perform.' The word "perform" shall be understood to mean that the Contractor, at its
expense, shall perform all operations, labor, tools and equipment, and further, including the
furnishing and installing of materials that are indicated, specified or required to mean that the
Contractor, at its expense, shall furnish and install the work, complete in place and ready to use,
including furnishing of necessary labor, materials, tools, equipment, and transportation.
- 1-2 DEFINITIONS. Modify as follows: The following words, or groups of words, shall be exclusively
defined by the definitions assigned to them herein.
Agency - the City of Carlsbad, California.
@ Revised 9/11/00 Contract No. PKS02-05 Page 41 of 61 Pages
L
City Council - the City Council of the City of Carlsbad.
City Manager - the City Manager of the City of Carlsbad or hidher approved representative.
Dispute Board - persons designated by the City Manager to hear and advise the City Manager on
claims submitted by the Contractor. The City Manager is the last appeal level for informal dispute
resolution.
Engineer - the Public Works Director of the City of Carlsbad or hidher approved representative.
The Engineer is the third level of appeal for informal dispute resolution.
Minor Bid Item - a single contract item constituting less than 10 percent (10%) of the original
Contract Price bid.
Own Organization - When used in Section 2-3.1 - Employees of the Contractor who are hired,
directed, supervised and paid by the Contractor to accomplish the completion of the Work. Further,
such employees have their employment taxes, State disability insurance payments, State and
Federal income taxes paid and administered, as applicable, by the Contractor. When used in
Section 2-3.1 ”own organization” means construction equipment that the Contractor owns or leases
and uses to accomplish the Work. Equipment that is owner operated or leased equipment with an
operator is not part of the Contractor‘s Own Organization and will not be included for the purpose of
compliance with section 2-3.1 of the Standard Specifications and these Supplemental Provisions.
A Owner Operator/Lessor - Any person who provides equipment or tools with an operator provided
who is employed by neither the Contractor nor a subcontractor and is neither an agent or employee
of the Agency or a public utility.
Principal Inspector - The Senior Inspector’s immediate supervisor and second level of appeal for
informal dispute resolution.
Project Inspector - the Engineer’s designated representative for inspection, contract administration
and first level for informal dispute resolution.
Project Manager - the Public Works Manager/General Services of the City of Carlsbad or hidher
approved representative.
Senior Inspector -the Project Inspector’s immediate supervisor and first level of appeal for informal
dispute resolution.
1-3 ABBREVIATIONS
1-3.2 Common Usage, add the following:
Abbreviation Word or Words
Apts ........................................ Apartment and Apartments
Bldg ........................................ Building band Buildings
CMWD ................................... Carlsbad Municipal Water District
CSSD ..................................... Carlsbad Supplemental Standard Drawings
cfs .......................................... Cubic Feet per Second
Comm .................................... Commercial
DR .......................................... Dimension Ratio
E ............................................ Electric
G ............................................ Gas
_-
Revised 9/11/00 Contract No. PKS02-05 Page 42 of 61 Pages
_I gal .......................................... Gallon and Gallons
Gar ......................................... Garage and Garages
GNV ....................................... Ground Not Visible
gpm ........................................ gallons per minute
IE ........................................... invert Elevation
LCW D .................................... Leucadia County Water District
MSL ....................................... Mean Sea Level (see Regional Standard Drawing M-12)
MTBM .................................... Microtunneling Boring Machine
NCTD ..................................... North County Transit Distrct
OHE ....................................... Overhead Electric
OMWD ................................... Olivenhain Municipal Water District
ROW ...................................... Right-of-way
S ............................................ Sewer or Slope, as applicable
SDNR .................................... San Diego Northern Railway
SDRSD .................................. San Diego Regional Standard Drawing
SFM ....................................... Sewer Force Main
T ............................................. Telephone
UE .......................................... Underground Electric
W ........................................... Water, Wider or Width, as applicable
VWD ...................................... Vallecitos Water District
SECTION 2 -- SCOPE AND CONTROL OF THE WORK
- 2-3 SUBCONTRACTS.
2-3.1 General, add the following: Should the Contractor fail to adhere to the provisions requiring
the Contractor to complete 50 percent of the contract price with its own organization, the Agency may
at its sole discretion elect to cancel the contract or to deduct an amount equal to 10 percent of the
value of the work performed in excess of 50 percent of the contract price by other than the
Contractor’s own organization. The City Council shall be the sole body for determination of a violation
of these provisions. In any proceedings under this section, the prime contractor shall be entitled to a
public hearing before the City Council and shall be notified ten (10) days in advance of the time and
location of said hearing. The determination of the City Council shall be final.
2-4 CONTRACT BONDS, modify the second sentence of paragraph one as follows:
is listed in the latest version of U.S. Department of Treasury Circular 570,”.
Delete, Who
Modify paragraphs three and four to read: The Contractor shall provide a faithful perform-
ance/warranty bond and payment bond (labor and materials bond) for this contract. The faithful
performance/warranty bond shall be in the amount of 100 percent of the contract price. The
Contractor shall provide bonds to secure payment of laborers and materials suppliers, in an amount
equal to:
1) One hundred percent (100%) of the total amount payable by the terms of the contract when the total amount payable does not exceed five million dollars ($5,000,000).
2) Fifty percent (50%) of the total amount payable by the terms of the contract when the total amount payable is not less than five million dollars ($5,000,000) and does not exceed ten million
dollars ($1 0,000,000).
3) Twenty-five percent (25%) of the total amount payable by the terms of the contract if the contract exceeds ten million dollars ($1 0,000,000).
Both bonds shall extend in full force and effect and be retained by the Agency during this project until
they are released according to the provisions of this section.
_I
Revised 9/11/00 Contra& No. PKS02-05 Page 43 of 61 Pages
- The faithful performance/warranty bond will be reduced to 25 percent of the original amount 30 days after recordation of the Notice of Completion and will remain in full force and effect for the one year
warranty period and until all warranty repairs are completed to the satisfaction of the Engineer. The
bonds to secure payment of laborers and materials suppliers shall be released six months plus 30
days after recordation of the Notice of Completion if all claims have been paid.
Add the following: All bonds are to be placed with a surety insurance carrier admitted and
authorized to transact the business of insurance in California and whose assets exceed their
liabilities in an amount equal to or in excess of the amount of the bond. The bonds are to contain the
following documents:
1 ) An original, or a certified copy, of the unrevoked appointment, power of attorney, by laws, or other
2) A certified copy of the certificate of authority of the insurer issued by the insurance commissioner.
instrument entitling or authorizing the person who executed the bond to do so.
If the bid is accepted, the Agency may require a financial statement of the assets and liabilities of the
insurer at the end of the quarter calendar year prior to 30 days next preceding the date of the
execution of the bond. The financial statement shall be made by an officer's certificate as defined in
Section 173 of the Corporations Code. In the case of a foreign insurer, the financial statement may
be verified by the oath of the principal officer or manager residing within the United States.
2-5 PLANS AND SPECIFICATIONS.
2-5.1 General, add the following: The specifications for the work conform to Americans with
Disabilities Act Accessibility Guidelines (ADAAG), the California Code of Regulations Title 22,
Division 4, Chapter 22 and to the requirements of American Society for Testing and Materials (ASTM)
F1487.
The construction plans are International Play Equipment Manufacturers Association (IPEMA) certified
and consist of seven (7) sets. The first set is designated as Landscape Structure, Inc. Drawing No.
12880-2 (Holiday Park) and consists of two (2) sheets. The second set is designated as Landscape
Structure, Inc. Drawing No. 12863-2 (Laguna Riviera Park) and consists of two (2) sheets. The third
set is designated as Landscape Structure, Inc. Drawing No. 8802-3 (Calavera Park) and consists of
two (2) sheets. The fourth set is designated as Landscape Structure, Inc. Drawing No. 13397-2 (La
Costa Canyon Park) and consist of two (2) sheets. The fifth set is designated as Landscape
Structure, Inc. Drawing No. 8136-4 (Cannon Park) and consist of two (2) sheets. The sixth set is
designated as Landscape Structure, Inc. Drawing No. 13395-1 (Kruger House) and consist of two (2)
sets. The seventh set is designated as Landscape Structure, Inc. Drawing No. 13396-2 (Stagecoach
Park) and consist of two (2) sets.
1
2-5.2 Precedence of Contract Documents, modify as follows: If there is a conflict between
Contract Documents, the document highest in precedence shall control. The precedence shall be
the most recent edition of the following documents listed in order of highest to lowest precedence:
1) Permits from other agencies as may be required by law. 2) Supplemental Provisions.
3) Plans.
4) Standard Specifications for Public Works Construction. 5) Reference Specifications.
6) Manufacturer's Installation Recommendations.
Change Orders, Supplemental Agreements and approved revisions to Plans and Specifications will
take precedence over items 2) through 6) above. Detailed plans and plan views shall have
precedence over general plans.
@ Revised 9/11/00 Contract No. PKS02-05 Page 44 of 61 Pages
.- 2-5.3.3 Submittals, add the following: Each submittal shall be consecutively numbered.
Resubmittals shall be labeled with the number of the original submittal followed by an ascending
alphabetical designation (e.g. The label '4-C' would indicate the third instance that the fourth
submittal had been given to the Engineer). Each sheet of each submittal shall be consecutively
numbered. Each set of shop drawings and submittals shall be accompanied by a letter of transmittal
on the Contractor's letterhead. The Letter of transmittal shall contain the following: - Project title and Agency contract number.
Number of complete sets.
Contractor's certification statement. Specification section number(s) pertaining to material submitted for review.
Submittal number (Submittal numbers shall be consecutive including subsequent submittals for
the same materials.)
Description of the contents of the submittal.
Identification of deviations from the contract documents.
When submitted for the Engineer's review, Shop Drawings shall bear the Contractor's certification
that the Contractor has reviewed, checked, and approved the Shop Drawings and that they are in
conformance with the requirements of the Contract Documents. The Contractor shall subscribe to
and shall place the following certification on all submittals:
"I hereby certify that the (equipment, material) shown and marked in this submittal is that proposed to
be incorporated into this Project, is in compliance with the Contract Documents, can be installed in
the allocated spaces, and is submitted for approval."
Date:
Company Name:
Add the following:
2-5.4 Record Drawings, The Contractor shall provide and keep up-to-date a complete "as-built"
record set of blue-line prints, which shall be corrected in red daily and show every change from the original drawings and specifications and the exact "as-built" locations, sizes and kinds of equipment,
underground piping, valves, and all other work not visible at surface grade. Prints for this purpose
may be obtained from the Agency at cost. This set of drawings shall be kept on the job and shall be
used only as a record set and shall be delivered to the Engineer within ten (10) days of completion of
the work. Payment for performing the work required by section 2-5.4 shall be included in the various
bid items and no additional payment will be made therefor.
2-10 AUTHORITY OF BOARD AND ENGINEER.
Add the following section:
2-10.1 Availability of Records, The Contractor shall, at no charge to the Agency, provide copies
of all records in the Contractor's or subcontractor's possession pertaining to the work that the
Engineer may request.
Add the following section:
2-10.2 Audit And Inspection, Contractor agrees to maintain and/or make available, to the
Engineer, within San Diego County, accurate books and accounting records relative to all its
activities and to contractually require all subcontractors to this Contract to do the same. The
Engineer shall have the right to monitor, assess, and evaluate Contractor's and its subcontractors
performance pursuant to this Agreement, said monitoring, assessments, and evaluations to include,
.-
Revised 9/11/00 Contract No. PKS02-05 Page 45 of 61 Pages
- but not be limited to, audits, inspection of premises, reports, contracts, subcontracts and interviews of
Contractor’s staff and the staff of all subcontractors to this contract. At any time during normal
business hours and as often as the Engineer may deem necessary, upon reasonable advance
notice, Contractor shall make available to the Engineer for examination, all of its, and all
subcontractors to this contract, records with respect to all matters covered by this Contract and will
permit the Engineer to audit, examine, copy and make excerpts or transcripts from such data and
records, and to make audits of all invoices, materials, payrolls, records of personnel, and other data
relating to all matters covered by this Contract. However, any such activities shall be carried out in a
manner so as to not unreasonably interfere with Contractor’s ongoing business operations.
Contractor and all subcontractors to this contract shall maintain such data and records for as long as
may be required by applicable laws and regulations.
SECTION 3 -- CHANGES IN WORK
3-2 CHANGES INITIATED BY THE AGENCY.
3-2.2.1 Contract Unit prices, add the following: In the case of an increase or decrease in
quantity of a minor bid item in excess of 25 percent of the original quantity bid the adjustment of
contract unit price for such items will be limited to that portion of the change in excess of 25 percent
of the original quantity listed in the Contractor’s bid proposal for this contract. Adjustments in excess
of 25 percent may, at the option of the Engineer, be paid pursuant to section 3-3, Extra Work.
3-3 EXTRA WORK.
_- 3-3.2.2 ( c ) Tool and Equipment Rental, Regardless of
ownership, the rates and right-of-way delay factors to be used in determining rental and delay costs
shall be the edition of the, “Labor Surcharge and Equipment Rental Rates” published by CALTRANS,
current at the time of the actual use of the tool or equipment. The right-of-way delay factors therein
shall be used as multipliers of the rental rates for determining the value of costs for delay to the
Contractor and subcontractors, if any. The labor surcharge rates published therein are not a part of
this contract.
second paragraph, modify as follows:
3-3.2.3 Markup, Delete sections 3-3.2.3 (a) and (b) and replace with the following:
(a) and shall constitute the markup for all overhead and profits:
1) Labor ................................... 20
2) Materials ............................. 15
3) Equipment Rental ................... 15
4) Other Items and Expenditures .. 15 To the sum of the costs and markups provided for in this section, 1 percent shall be added as
compensation for bonding.
Work by Contractor. The following percentages shall be added to the Contractor’s costs
(b) Work by Subcontractor. When all or any part of the extra work is performed by a
Subcontractor, the markup established in section 3-3.2.3(a) shall be applied to the Subcontractor‘s
actual cost of such work. A markup of 10 percent on the first $5,000 of the subcontracted portion of
the extra work and a markup of 5 percent on work added in excess of $5,000 of the subcontracted
portion of the extra work may be added by the Contractor.
-^ 3-3.3 Daily Reports by Contractor, add the following after the second sentence: Payment for extra work will not be made until such time that the Contractor submits completed daily reports and
all supporting documents to the Engineer.
e Revised 911 1/00 Contract No. PKS02-05 Page 46 of 61 Pages
r- 3-4 CHANGED CONDITIONS.
Delete the second sentence of paragraph three, delete paragraph five (5), and add the following: The
Contractor shall not be entitled to the payment of any additional compensation for any act, or failure
to act, by the Engineer, including failure or refusal to issue a change order, or for the happening of
any event, thing, occurrence, or other cause, unless the Contractor shall have first given the
Engineer due written notice of potential claim as hereinafter specified. Compliance with this section
shall not be required as a prerequisite to notice provisions in Section 6-7.3 Contract Time
Accounting, nor to any claim that is based on differences in measurement or errors of computation
as to contract quantities. The written notice of potential claim for changed conditions shall be
submitted by the Contractor to the Engineer upon their discovery and prior to the time that the
Contractor performs the work giving rise to the potential claim. The Contractor’s failure to give
written notice of potential claim for changed conditions to the agency upon their discovery and before
they are disturbed shall constitute a waiver of all claims in connection therewith.
The Contractor shall provide the City with a written document containing a description of the
particular circumstances giving rise to the potential claim, the reasons for which the Contractor
believes additional compensation may be due and nature of any and all costs involved within 20
working days of the date of service of the written notice of potential claim for changed conditions.
Verbal notifications are disallowed.
The potential claim shall include the following certification relative to the California False Claims Act,
Government Code Sections 12650-1 2655.
“The undersigned certifies that the above statements are made in full cognizance of the California
False Claims Act, Government Code sections 12650-1 2655. The undersigned further understands
and agrees that this potential claim, unless resolved, must be restated as a claim in response to the
City’s proposed final estimate in order for it to be further considered.”
-
By: Title:
Date:
Company Name:
The Contractor’s estimate of costs may be updated when actual costs are known. The Contractor
shall submit substantiation of its actual costs to the Engineer within 20 working days after the
affected work is completed. Failure to do so shall be sufficient cause for denial of any claim ’
subsequently filed on the basis of said notice of potential claim.
It is the intention of this section that differences between the parties arising under and by virtue of the
contract be brought to the attention of the Engineer at the earliest possible time in order that such
matters be settled, if possible, or other appropriate action promptly taken.
3-5 DISPUTED WORK.
Add the following: The Contractor shall give the agency written notice of potential claim prior to
commencing any disputed work. Failure to give said notice shall constitute a waiver of all claims in
connection therewith.
Delete second sentence of paragraph one and add the following: Prior to proceeding with dispute
resolution pursuant to Public Contract Code provisions specified hereinafter, the contractor shall
attempt to resolve all disputes informally through the following dispute resolution chain of command:
rc
Revised 9/11/00 Contract No. PKS02-05 Page 47 of 61 Pages
- 1.
2.
3.
4.
5.
Project Inspector
Senior Inspector
Principal Inspector
Public Works Director
City Manager
The Contractor shall submit a complete report within 20 working days after completion of the
disputed work stating its position on the claim, the contractual basis for the claim, along with all documentation supporting the costs and all other evidentiary materials. At each level of claim or
appeal of claim the City will, within 10 working days of receipt of said claim or appeal of claim, review
the Contractor's report and respond with a position, request additional information or request that the
Contractor meet and present its report. When additional information or a meeting is requested the
City will provide its position within 10 working days of receipt of said additional information or
Contractor's presentation of its report. The Contractor may appeal each level's position up to the City
Manager after which the Contractor may proceed under the provisions of the Public Contract Code.
The authority within the dispute resolution chain of command is limited to recommending a resolution
to a claim to the City Manager. Actual approval of the claim is subject to the change order provisions
in the contract.
All claims by the contractor for $375,000 or less shall be resolved in accordance with the procedures
in the Public Contract Code, Division 2, Part 3, Chapter 1, Article 1.5 (commencing with Section
201 04) which is set forth below:
c
ARTICLE 1.5 RESOLUTION OF CONSTRUCTION CLAIMS
20104. (a)(l) This article applies to all public works claims of three hundred seventy-five thousand dollars ($375,000) or less which arise between a contractor and a local agency.
(2) This article shall not apply to any claims resulting from a contract between a contractor and a
public agency when the public agency has elected to resolve any disputes pursuant to Article 7.1
(commencing with Section 10240) of Chapter 1 of Part 2.
(b)(l) "Public work" has the same meaning as in Sections 3100 and 3106 of the Civil Code, except
that "public work" does not include any work or improvement contracted for by the state or the
Regents of the University of California.
(2) "Claim" means a separate demand by the contractor for (A) a time extension, (B) payment of
money or damages arising from work done by, or on behalf of, the contractor pursuant to the contract for a public work and payment of which is not otherwise expressly provided for or the claimant is not
otherwise entitled to, or (C) an amount the payment of which is disputed by the local agency.
(c) The provisions of this article or a summary thereof shall be set forth in the plans or specifications
for any work which may give rise to a claim under this article. (d) This article applies only to contracts entered into on or after January 1, 1991.
20104.2. For any claim subject to this article, the following requirements apply:
(a) The claim shall be in writing and include the documents necessary to substantiate the claim.
Claims must be filed on or before the date of final payment. Nothing in this subdivision is intended to
extend the time limit or supersede notice requirements otherwise provided by contract for the filing of
claims.
(b)(l) For claims of less than fifty thousand dollars ($50,000), the local agency shall respond in
writing to any written claim within 45 days of receipt of the claim, or may request, in writing, within 30
days of receipt of the claim, any additional documentation supporting the claim or relating to
defenses to the claim the local agency may have against the claimant.
-
Revised 911 1/00 Contract No. PKS02-05 Page 48 of 61 Pages
- (2) If additional information is thereafter required, it shall be requested and provided pursuant to this
subdivision, upon mutual agreement of the local agency and the claimant.
(3) The local agency’s written response to the claim, as further documented, shall be submitted to the
claimant within 15 days after receipt of the further documentation or within a period of time no greater
than that taken by the claimant in producing the additional information, whichever is greater.
(c)(l) For claims of over fifty thousand dollars ($50,000) and less than or equal to three hundred
seventy-five thousand dollars ($375,000), the local agency shall respond in writing to all written
claims within 60 days of receipt of the claim, or may request, in writing, within 30 days of receipt of
the claim, any additional documentation supporting the claim or relating to defenses to the claim the
local agency may have against the claimant.
(2) If additional information is thereafter required, it shall be requested and provided pursuant to this
subdivision, upon mutual agreement of the local agency and the claimant.
(3) The local agency’s written response to the claim, as further documented, shall be submitted to
the claimant within 30 days after receipt of the further documentation, or within a period of time no
greater than that taken by the claimant in producing the additional information or requested
documentation, whichever is greater.
(d) If the claimant disputes the local agency’s written response, or the local agency fails to respond
within the time prescribed, the claimant may so notify the local agency, in writing, either within 15
days of receipt of the local agency’s response or within 15 days of the local agency’s failure to
respond within the time prescribed, respectively, and demand an informal conference to meet and
confer for settlement of the issues in dispute. Upon a demand, the local agency shall schedule a
meet and confer conference within 30 days for settlement of the dispute.
(e) Following the meet and confer conference, if the claim or any portion remains in dispute, the
claimant may file a claim as provided in Chapter 1 (commencing with Section 900) and Chapter 2
(commencing with Section 910) of Part 3 of Division 3.6 of Title 1 of the Government Code. For
purposes of those provisions, the running of the period of time within which a claim must be filed
shall be tolled from the time the claimant submits his or her written claim pursuant to subdivision (a)
until the time that claim is denied as a result of the meet and confer process, including any period of
time utilized by the meet and confer process.
(f) This article does not apply to tort claims and nothing in this article is intended nor shall be
construed to change the time periods for filing tort claims or actions specified by Chapter 1
(commencing with Section 900) and Chapter 2 (commencing with Section 910) of Part 3 of Division
3.6 of Title 1 of the Government Code.
I
20104.4. The following procedures are established for all civil actions filed to resolve claims subject
to this article:
(a) Within 60 days, but no earlier than 30 days, following the filing or responsive pleadings, the court
shall submit the matter to nonbinding mediation unless waived by mutual stipulation of both parties.
The mediation process shall provide for the selection within 15 days by both parties of a disinterested
third person as mediator, shall be commenced within 30 days of the submittal, and shall be
concluded within 15 days from the commencement of the mediation unless a time requirement is
extended upon a good cause showing to the court or by stipulation of both parties. If the parties fail
to select a mediator within the 15-day period, any party may petition the court to appoint the mediator.
(b)(l) If the matter remains in dispute, the case shall be submitted to judicial arbitration pursuant to
Chapter 2.5 (commencing with Section 1141 .lo) of Title 3 of Part 3 of the Code of Civil Procedure,
notwithstanding Section 11 41.1 1 of that code. The Civil Discovery Act of 1986 (Article 3 (commencing
with Section 2016) of Chapter 3 of Title 3 of Part 4 of the Code of Civil procedure) shall apply to any
proceeding brought under the subdivision consistent with the rules pertaining to judicial arbitration.
(2) Notwithstanding any other provision of law, upon stipulation of the parties, arbitrators appointed
for purposes of this article shall be experienced in construction law, and, upon stipulation of the
parties, mediators and arbitrators shall be paid necessary and reasonable hourly rates of pay not to
exceed their customary rate, and such fees and expenses shall be paid equally by the parties, except
in the case of arbitration where the arbitrator, for good cause, determines a different division. In no
a Revised 9/11/00 Contract No. PKS02-05 Page 49 of 61 Pages
-1 event shall these fees or expenses be paid by state or county funds.
(3) In addition to Chapter 2.5 (commencing with Section 11 41 .lo) Title 3 of Part 3 of the Code of Civil
Procedure, any party who after receiving an arbitration award requests a trial de novo but does not
obtain a more favorable judgment shall, in addition to payment of costs and fees under that chapter,
pay the attorney’s fees of the other party arising out of the trial de novo.
(c) The court may, upon request by any party, order any witnesses to participate in the mediation or
arbitration process.
20104.6. (a) No local agency shall fail to pay money as to any portion of a claim which is undisputed
except as otherwise provided in the contract.
(b) In any suit filed under Section 20104.4, the local agency shall pay interest at the legal rate on any
arbitration award or judgment. The interest shall begin to accrue on the date the suit is filed in a court
of law.
SECTION 4 - CONTROL OF MATERIALS
4-1 MATERIALS AND WORKMANSHIP.
4-1.3.1 General, add the following: The Contractor shall provide the Engineer free and safe
access to any and all parts of work at any time. Such free and safe access shall include means of
safe access and egress, ventilation, lighting, shoring, dewatering and all elements pertaining to the
safety of persons as contained in the State of California, California Code of Regulations, Title 8,
Industrial Relations, Chapter 4, Division of Industrial Safety, Subchapter 4, Construction Safety
Orders and such other safety regulations as may apply. Contractor shall furnish Engineer with such
information as may be necessary to keep the Engineer fully informed regarding progress and
manner of work and character of materials. Inspection or testing of the whole or any portion of the
work or materials incorporated in the work shall not relieve Contractor from any obligation to fulfill
this Contract.
-
4-1.4 Test of Materials,
sentence of the first paragraph.
delete the phrase, “and a reasonable amount of retesting”, from the third
add the following: Except as specified in these Supplemental Provisions, the Agency will bear the
cost of testing of locally produced materials andlor on-site workmanship where the results of such
tests meet or exceed the requirements indicated in the Standard Specifications and the
Supplemental Provisions. The cost of all other tests shall be borne by the Contractor.
At the option of the Engineer, the source of supply of each of the materials shall be approved by the
Engineer before the delivery is started. All materials proposed for use may be inspected or tested at
any time during their preparation and use. If, after incorporating such materials into the Work, it is
found that sources of supply that have been approved do not furnish a uniform product, or if the
product from any source proves unacceptable at any time, the Contractor shall furnish approved
material from other approved sources. If any product proves unacceptable after improper storage,
handling or for any other reason it shall be rejected, not incorporated into the work and shall be
removed from the project site all at the Contractor’s expense.
Compaction tests may be made by the Engineer and all costs for tests that meet or exceed the
requirements of the specifications shall be borne by the Agency. Said tests may be made at any
place along the work as deemed necessary by the Engineer. The costs of any retests made
necessary by noncompliance with the specifications shall be borne by the Contractor.
_&
a Revised 911 1/00 Contract No. PKS02-05 Page 50 of 61 Pages
n- 4-1.6 Trade names or Equals, add the following: There will be no substituted items allowed
for this contract. All materials must be Landscape Structure, Inc. products and Surface
America items.
Add the following section:
4-2 MATERIALS TRANSPORTATION, HANDLING AND STORAGE.
The Contractor shall order, purchase, transport, coordinate delivery, accept delivery, confirm the
quantity and quality received, prepare storage area(s), store, handle, protect, move, relocate,
remove and dispose excess of all materials used to accomplish the Work. Materials shall be
delivered to the site of the work only during working hours, as defined in section 6-7.2, and shall be
accompanied by bills of lading that shall clearly state for each delivery: the name of the Contractor
as consignee, the project name and number, address of delivery and name of consignor and a
description of the material(s) shipped. Prior to storage of any materials which have been shipped to
or by the Contractor to any location within the Agency’s boundaries the Contractor shall provide the
Engineer a copy of lease agreements for each property where such materials are stored. The lease
agreement shall clearly state the term of the lease, the description of materials allowed to be stored
and shall provide for the removal of the materials and restoration of the storage site within the time
allowed for the Work. All such storage shall conform to all laws and ordinances that may pertain to
the materials stored and to preparation of the storage site and the location of the site on which the
materials are stored. Loss, damage or deterioration of all stored materials shall be the Contractor’s responsibility. Conformance to the requirements of this section, both within and outside the limits of
work are a part of the Work. The Engineer shall have the right to verify the suitability of materials
and their proper storage at any time during the Work. _- SECTION 5 -- UTILITIES
5-1 LOCATION.
Delete the first paragraph and substitute the following: The Agency and affected utility companies
have, by a search of known records, endeavored to locate and indicate on the Plans, all utilities
which exist within the limits of the work. However, the accuracy and/or completeness of the nature,
size and/or location of utilities indicated on the Plans is not guaranteed.
5-4 RELOCATION.
Add the following: In conformance with section 5-6 the Contractor shall coordinate the work with
utility agencies and companies. Prior to the installation of any and all utility structures within the limits
of work by any utility agency or company, or its contractor, the Contractor shall place all curb or curb
and gutter that is a part of the work and adjacent to the location where such utility structures are
shown on the plans and are noted as being located, relocated or are otherwise shown as installed by
others. In order to minimize delays to the Contractor caused by the failure of other parties to relocate
utilities that interfere with the construction, the Contractor, upon the Engineer’s approval, may be
permitted to temporarily omit the portion of work affected by the utility. If such temporary omission is
approved by the Engineer the Contractor shall place survey or other physical control markers
sufficient to locate the curb or curb and gutter to the satisfaction of the utility agency or company.
Such temporary omission shall be for the Contractor’s convenience and no additional compensation
will be allowed therefor or for additional work, materials or delay associated with the temporary
omission. The portion thus omitted shall be constructed by the Contractor immediately following the
relocation of the utility involved unless otherwise directed by the Engineer. -
a Revised 9/11/00 Contract No. PKS02-05 Page 51 of 61 Pages
5-6 COOPERATION.
Add the following: If the City rejects Schedule “C” of the Contractor’s Proposal, the City will remove
the existing playground equipment at Holiday Park, Kruger House, Laguna Riviera, La Costa Canyon
and Stagecoach Parks. Contractor shall coordinate with City for removal of equipment.
SECTION 6 -- PROSECUTION, PROGRESS AND
ACCEPTANCE OF THE WORK
6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK.
Delete section 6-1 and substitute the following: Except as otherwise provided herein and unless
otherwise prohibited by permits from other agencies as may be required by law the Contractor shall
begin work within 30 calendar days after receipt of the ”Notice to Proceed”.
Add the following section:
6-1.1 Pre-Construction Meeting. After, or upon, notification of contract award, the Engineer will
set the time and location for the Preconstruction Meeting. Attendance of the Contractor’s
management personnel responsible for the management, administration, and execution of the
project is mandatory for the meeting to be convened. Failure of the Contractor to have the
Contractor’s responsible project personnel attend the Preconstruction Meeting will be grounds for
default by Contractor per section 6-4. No separate payment will be made for the Contractor’s
attendance at the meeting. The notice to proceed will only be issued on or after the completion of
the preconstruction meeting.
Add the following section:
6-1.1.1 Baseline Construction Schedule Submittal. The Contractor shall submit the Baseline
Construction Schedule per the submittal requirements of section 2-5.3. The submittal of the Baseline
Construction Schedule shall include each item and element of sections 6-1.2 through 6-1.2.9 and
shall be on hard (paper) copy and electronic media conforming to section 6-1.3.3 Electronic Media.
-
Add the following section:
6-1.2.5 Schedule Activities. Except for submittal activities, activity durations shall not be shorter than 1 working day nor longer than 15 working days, unless specifically and individually allowed by
the Engineer. The Baseline Construction Schedule shall include between 100 and 500 activities,
including submittals, interfaces between utility companies and other agencies, project milestones and
equipment and material deliveries. The number of activities will be sufficient, in the judgment of the
Engineer, to communicate the Contractor’s plan for project execution, to accurately describe the
project work, and to allow monitoring and evaluation of progress and of time impacts. Each activity’s
description shall accurately define the work planned for the activity and each activity shall have
recognizable beginning and end points.
Add the following section:
6-1.2.6 Float.
to whatever party or contingency first exhausts it.
Float or slack time within the schedule is available without charge or compensation
Add the following section:
6-1.2.7 Restraints to Activities. Any submittals, utility interfaces, or any furnishing of Agency
shown as a restraint to those activities. Time periods to accommodate the review and correction of
submittals shall be included in the schedule.
- supplied materials, equipment, or services, which may impact any activity’s construction shall be
e Revised 9/11/00 Contract No. PKS02-05 Page 52 of 61 Pages
Add the following section:
6-1.2.8 Late Completion. A Baseline Construction Schedule showing a project duration longer
than the specified contract duration will not be acceptable and will be grounds for determination of
default by Contractor, per section 6-4.
Add the following section:
6-1.2.9 Early Completion. The Baseline Construction Schedule will show the Contractor’s plan to
support and maintain the project for the entire contractual time span of the project. Should the
Contractor propose a project duration shorter than contract duration, a complete Baseline
Construction Schedule must be submitted, reflecting the shorter duration, in complete accordance
with all schedule requirements of section 6-1. The Engineer may choose to accept the Contractor’s
proposal of a project duration shorter than the duration specified; provided the Agency is satisfied the
shortened Baseline Construction Schedule is reasonable and the Agency and all other entities, public
and private, which interface with the project are able to support the provisions of the shortened
Baseline Construction Schedule. The Agency’s acceptance of a shortened duration project will be
confirmed through the execution of a contract change order revising the project duration and
implementing all contractual requirements including liquidated damages in accordance with the revised duration.
Add the following section:
6-1.2.10 Engineer’s Review. The Construction Schedule is subject to the review of the Engineer.
The Engineer’s determination that the Baseline Construction Schedule proposed by the Contractor
complies with the requirements of these supplemental provisions shall be a condition precedent to
issuance of the Notice to Proceed by the Engineer. If the Engineer determines that the Construction
Schedule does not meet the requirements of these specifications the Contractor shall correct the
Construction Schedule to meet these specifications and resubmit it to the Engineer. Failure of the
Contractor to obtain the Engineer’s determination that the initial Construction Schedule proposed by
the Contractor complies with the requirements of these supplemental provisions within thirty (30)
working days after the date of the preconstruction meeting shall be grounds for termination of the
contract per section 6-4. Days used by the Engineer to review the initial Construction Schedule will
not be included in the 30 working days.
_-.
The Engineer will review and return to the Contractor, with any comments, the Baseline Construction
Schedule within 15 working days of submittal. The Baseline Construction Schedule will be returned
marked as per sections 6-1.2.1 0.1 through 6-1.2.1 0.3.
Add the following section:
6-1.2.1 0.1 “Accepted.”
Notice to Proceed, and will receive payment for the schedule in accordance with section 6-1.8.1.
The Contractor may proceed with the project work upon issuance of the
Add the following section:
6-1.2.1 0.2 “Accepted with Comments.” The Contractor may proceed with the project work upon
issuance of the Notice to Proceed. The Contractor must resubmit the schedule incorporating the
comments prior to receipt of payment per section 6-1.8.1.
Add the following section:
6-1.2.1 0.3 “Not Accepted.” The Contractor must resubmit the schedule incorporating the
corrections and changes of the comments prior to receipt of payment per section 6-1.8.1. The Notice
to Proceed will not be issued by the Engineer if the changes of the comments are not submitted as
required hereinbefore and marked “Accepted” or “Accepted with Comments” by the Engineer. The
Contractor, at the sole option of the Engineer, may be considered as having defaulted the contract under the provisions of section 6-4 DEFAULT BY CONTRACTOR if the changes of the comments
are not submitted as required hereinbefore and marked “Accepted” by the Engineer.
-
a Revised 9/11/00 Contract No. PKS02-05 Page 53 of 61 Pages
.---.
Add the following section:
6-1.3 Preparation of Schedule Updates and Revisions. The contractor shall meet with the
Engineer during the last week of each month to agree upon each activity‘s schedule status and shall
submit monthly updates of the Baseline Construction Schedule confirming the agreements no later
than the fifth working day of the following month. The monthly update will be submitted on hard
(paper) copy and electronic media conforming to section 6-1.3.3 Electronic Media per the submittal
requirements of section 2-5.3 and will include each item and element of sections 6-1.2 through 6-
1.2.9 and 6-1.3.1 through 6-1.3.7.
Add the following section:
6-1.3.1 Actual Activity Dates. The actual dates each activity was started and/or completed during
the month. After first reporting an actual date, the Contractor shall not change that actual date in
later updates without specific notification to the Engineer with the update.
Add the following section:
6-1.3.2 Activity Percent Complete.
Contractor shall report the percentage determined by the Engineer as complete for the activity.
For each activity underway at the end of the month, the
Add the following section:
6-1.3.4 List of Changes. A list of all changes made to the activities or to the interconnecting logic,
with an explanation for each change.
Add the following section:
6-1.3.5 Change Orders, Each monthly update will include the addition of the network revisions
reflecting the change orders approved in the previous month. The network revisions will be as
agreed upon during the review and acceptance of the Contractor’s change orders.
-
Add the following section:
6-1. 4 Engineer’s Review of Updated Construction Schedule. The Engineer will review and
return the Updated Construction Schedule to the Contractor, with any comments, within 5 working
days of submittal. The Updated Construction Schedule will be returned marked as per sections 6-
1.4.1 through 6-1.4.3. Any Updated Construction Schedule marked “Accepted with Comments” or
“Not Accepted” by the Engineer will be returned to the Contractor for correction. Upon resubmittal the
Engineer will review and return the resubmitted Updated Construction Schedule to the Contractor,
with any comments, within 5 working days. Failure of the Contractor to submit a monthly updated
construction schedule will invoke the same consequences as the Engineer returning a monthly
updated construction schedule marked “Not Accepted”.
Add the following section:
6-1.4.1 “Accepted.”
for the schedule in accordance with section 6-1.8.2.
The Contractor may proceed with the project work, and will receive payment
Add the following section:
6-1.4.2 “Accepted with Comments.” The Contractor may proceed with the project work. The
Contractor must resubmit the Updated Construction Schedule to the Engineer incorporating the
corrections and changes noted in the Engineer’s comments prior to receipt of payment per section
6-1.8.2.
Add the following section:
6-1.4.3 “Not Accepted.” The Contractor must resubmit the Updated Construction Schedule to the
Engineer incorporating the corrections and changes noted in the Engineer’s comments prior to
receipt of payment per section 6-1.8.2. The Contractor, at the sole option of the Engineer, may be
.-
Revised 911 1/00 Contract No. PKS02-05 Page 54 of 61 Pages
- considered as having defaulted the contract under the provisions of section 6-4 DEFAULT BY
CONTRACTOR if the changes of the comments are not submitted and marked “Accepted” by the
Engineer before the last day of the month in which the Updated Construction Schedule is due. If the
Contractor fails to submit the corrected Updated Construction Schedule as required herein the
Contractor may elect to proceed with the project at its own risk. Should the Contractor elect not to
proceed with the project, any resulting delay, impact, or disruption to the project will be the
Contractor’s responsibility.
Add the following section:
6-1.5 Late Completion or Milestone Dates. Should the Schedule Update indicate a completion
or contractually required milestone date later than the properly adjusted contract or milestone
duration, the Agency may withhold Liquidated Damages for the number of days late. Should a
subsequent “Accepted” Schedule Update remove all or a portion of the delay, all or the allocated
portion of the previously held Liquidated Damages shall be released in the monthly payment to the
Contractor immediately following the “Accepted” schedule.
Add the following section:
6-1.6 Interim Revisions. Should the actual or projected progress of the work become
substantially different from that depicted in the Project Schedule, independently of and prior to the
next monthly update, the Contractor will submit a revised Baseline Construction Schedule, with a list
and explanation of each change made to the schedule. The Revised Construction Schedule wit1 be
submitted per the submittal requirements of section 2-5.3 and per the schedule review and
acceptance requirements of section 6-1, including but not limited to the acceptance and payment
provisions. As used in this subsection “substantially different” means a time variance greater than 5
percent of the number of days of duration for the project.
Add the following section:
6-1. 7 Final Schedule Update. The Contractor shall prepare and submit a final schedule update
when one hundred percent of the construction work is completed. The Contractor’s Final Schedule
Update must accurately represent the actual dates for all activities. The final schedule update shall
be prepared and reviewed per sections 6-1.3 Preparation of Schedule Updates and Revisions and
6-1. 4 Engineer’s Review of Updated Construction Schedule. Acceptance of the final schedule
update is required for completion of the project and release of any and all funds retained per section
,-
9-3.2.
Add the following section:
6-1.1 Measurement And Payment Of Construction Schedule. The Contractor’s preparation,
revision and maintenance of the Construction Schedule are incidental to the work and no separate
payment will be made therefor.
6-2 PROSECUTION OF WORK.
Add the following section:
6-2.1 Order of Work. The work to be done shall consist of furnishing all labor, equipment and
materials, and performing all operations necessary.to complete the Project Work as shown on the
Project Plans and as specified in the Specifications. The work includes installing new playground
equipment and rubberized surfacing at various park sites.
Q Revised 9/11/00 Contract No. PKS02-05 Page 55 of 61 Pages
6-2.3 Project Meetings. The Engineer will establish the time and location of bi-weekly Project
Meetings. Each Project Meeting shall be attended by the Contractor’s Representative. The Project
Representative shall be the individual determined under section 7-6, ‘The Contractor’s
Representative”, SSPWC. No separate payment for attendance of the Contractor, the Contractor’s
Representative or any other employee or subcontractor or subcontractor’s employee at these
meetings will be made.
6-6 DELAYS AND EXTENSIONS OF TIME.
6-6.4 Written Notice and Report. Modify as follows: The Contractor shall provide written notice
to the Engineer within two hours of the beginning of any period that the Contractor has placed any
workers or equipment on standby for any reason that the Contractor has determined to be caused by
the Agency or by any organization that the Agency may otherwise be obligated by. The Contractor
shall provide continuing daily written notice to the Engineer, each working day, throughout the
duration of such period of delay. The initial and continuing written notices shall include the
classification of each workman and supervisor and the make and model of each piece of equipment
placed on standby, the cumulative duration of the standby, the Contractor’s opinion of the cause of
the delay and a cogent explanation of why the Contractor could not avoid the delay by reasonable
means. Should the Contractor fail to provide the notice(s) required by this section the Contractor
agrees that no delay has occurred and that it will not submit any claim(s) therefor.
6-7 TIME OF COMPLETION. Add the following: The Contractor shall diligently prosecute the work
to completion within 60 working days after the starting date specified in the Notice to Proceed.
- 6-7.2 Working Day. Add the following: Unless otherwise approved in writing by the Engineer, the
hours of work shall be between the hours of 7:OO a.m. and 4:OO p.m. on Mondays through Fridays,
excluding Agency holidays. The Contractor shall obtain the written approval of the Engineer if the
Contractor desires to work outside said hours or at any time during weekends and/or holidays. This
written permission must be obtained at least 48 hours prior to such work The Engineer may approve
work outside the hours and/or days stated herein when, in hidher sole opinion, such work conducted
by the Contractor is beneficial to the best interests of the Agency. The Contractor shall pay the
inspection costs of such work.
6-8 COMPLETION AND ACCEPTANCE. Delete the second paragraph and add the following:
The Engineer will not accept the Work or any portion of the Work before all of the Work is
completed and all outstanding deficiencies that may exist are corrected by the Contractor and the
Engineer is satisfied that all the materials and workmanship, and all other features of the Work,
meet the requirements of all of the specifications for the Work. Use, temporary, interim or
permanent, of all, or portions of, the Work does not constitute acceptance of the Work. If, in the
Engineer’s judgment, the Work has been completed and is ready for acceptance the Engineer will
so certify to the Board. Upon such certification by the Engineer the Board may accept the completed Work. Upon the Board’s acceptance of the Work the Engineer will cause a “Notice of
Completion” to be filed in the office of the San Diego County Recorder. The date of recordation shall be the date of completion of the Work.
Delete the first sentence of the third paragraph and substitute the following two sentences: All
work shall be warranted for one (1) year after recordation of the “Notice of Completion” and any
faulty work or materials discovered during the warranty period shall be repaired or replaced by the
Contractor, at its expense. Twenty-five percent of the faithful performance bond shall be retained as
a warranty bond for the one year warranty period. I
Revised 9/11/00 Contract No. PKS02-05 Page 56 of 61 Pages
6-9 LIQUIDATED DAMAGES.
Modify the last sentence of the first paragraph and the first sentence of the second paragraph and
add the following: For each consecutive calendar day in excess of the time specified for completion
of Work, as adjusted in accordance with 6-6, the Contractor shall pay the Agency, or have withheld
monies due it, the sum of FIVE HUNDRED Dollars ($500.00).
Execution of the Contract shall constitute agreement by the Agency and Contractor that $500.00 per
day is the minimum value of costs and actual damages caused by the Contractor to complete the
Work within the allotted time. Any progress payments made after the specified completion date shall
not constitute a waiver of this paragraph or of any damages.
SECTION 7 -- RESPONSIBILITIES of the CONTRACTOR
7-3 LIABILITY INSURANCE.
Modify as follows: All insurance is to be placed with insurers that have a rating in Best's Key Rating
Guide of at least A-:V and are admitted and authorized to conduct business in the state of California
and are listed in the official publication of the Department of Insurance of the State of California.
7-4 WORKERS' COMPENSATION INSURANCE. _-
Add the following: All insurance is to be placed with insurers that are admitted and authorized to
conduct business in the state of California and are listed in the official publication of the Department
of Insurance of the State of California. Policies issued by the State Compensation Fund meet the
requirement for workers' compensation insurance.
7-5 PERMITS.
Delete the first sentence and add the following four sentences: Except as specified herein the
agency will obtain, at no cost to the Contractor, all encroachment, right-of-way, grading, resource
agency and building permits necessary to perform work for this contract on Agency property, in
streets, highways (except State highway right-of-way), railways or other rights-of-way. Contractor
shall not begin work until all permits incidental to the work are obtained. The Contractor shall obtain
and pay for all permits for the disposal of all materials removed from the project. The cost of said
permit(s) shall be included in the price bid for the appropriate bid item and no additional
compensation will be allowed therefor.
7-7 COOPERATION AND COLLATERAL WORK.
Add the following section:
7-7.1 Coordination. The Contractor shall coordinate and cooperate with all the utility companies
during the relocation or construction of their lines. The Contractor may be granted a time extension
if, in the opinion of the Engineer, a delay is caused by the utility company. No additional compensation will be made to the Contractor for any such delay. - 7-8 PROJECT SITE MAINTENANCE.
7-8.1 Cleanup and Dust Control. Add the following: Cleanup and dust control required herein
Revised 9/11/00 Contract No. PKS02-05 Page 57 of 61 Pages
shall also be executed on weekends and other non-working days when needed to preserve the
health safety or welfare of the public. The Contractor shall conduct effective cleanup and dust
control throughout the duration of the Contract. The Engineer may require increased levels of
cleanup and dust control that, in hidher sole discretion, are necessary to preserve the health, safety
and welfare of the public. Cleanup and dust control shall be considered incidental to the items of work that they are associated with and no additional payment will be made therefor.
7-8.5 Temporary Light, Power and Water. The Contractor shall obtain a
construction meter for water used for the construction, plant establishment, maintenance, cleanup,
testing and all other work requiring water related to this contract. The Contractor shall contact the
appropriate water agency for requirements. The Contractor shall pay all costs of temporary light, power and water including hookup, service, meter and any, and all, other charges, deposits and/or
fees therefor. Said costs shall be considered incidental to the items of work that they are associated
with and no additional payment will be made therefor.
Add the following:
7-8.6 Water Pollution Control. The Contractor shall comply with all
requirements of the storm water pollution and monitoring plan prepared for this project in accordance
with the California State Water Resources Control Board order number 92-08-DWQ, NPDES
General Permit number CAS000002 and the 'Water Discharge Requirement for Discharges of Storm Water Runoff Associated with Construction Activity"
..Add the following
Add the following section:
7-8.8 Noise Control. All internal combustion engines used in the construction shall be equipped
with mufflers in good repair when in use on the project with special attention to the City Noise Control
Ordinance, Carlsbad Municipal Code Chapter 8.48. _-
7-10 PUBLIC CONVENIENCE AND SAFETY.
Add the following section:
7-10.4.4 Safety and Protection of Workers and Public. The Contractor shall take all necessary
precautions for the safety of employees on the work and shall comply with all applicable provisions of
Federal, State and Municipal safety laws and building codes to prevent accidents or injury to persons
on, about, or adjacent to the premises where the work is being performed. The Contractor shall erect
and properly maintain at all times, as required by the conditions and progress of the work, all
necessary safeguards for the protection of workers and public, and shall use danger signs warning
against hazards created by such features of construction as protruding nails, hoists, well holes, and
falling materials.
7-13 LAWS TO BE OBSERVED. Add the following: Municipal ordinances that affect this work
include Chapter 11.06. Excavation and Grading. If this notice specifies locations or possible materials, such as borrow pits or gravel beds, for use in the proposed construction project which
would be subject to Section 1601 or Section 1603 of the Fish and Game Code, the conditions
established pursuant to Section 1601 et seq. of the Fish and Game Code shall become conditions of the contract.
\ @ Revised 9/11/00 Contract No. PKS02-05 Page 58 of 61 Pages
c
SECTION 9 -- MEASUREMENT and PAYMENT
9-1 MEASUREMENT OF QUANTITIES FOR UNIT PRICE WORK
9-1.4 Units of Measurement, modify as follows:
the U.S. Standard Measures.
The system of measure for this contract shall be
9-3 PAYMENT.
9-3.1 General. Delete the eighth paragraph and substitute the following: Guarantee periods shall
not be affected by any payment but shall commence on the date of recordation of the “Notice of
Completion”
9-3.2 Partial and Final Payment. Delete the second paragraph and substitute the following:
Each month, the Engineer will make an approximate measurement of the work performed to the
closure date as basis for making monthly progress payments. The estimated value will be based on
contract unit prices, completed change order work and as provided for in Section 9-2 of the
Standard Specifications (SSPWC). Progress payments shall be made no later than thirty (30)
calendar days after the closure date. Five (5) working days following the closure date, the Engineer
shall complete the detailed progress pay estimate and submit it to the Contractor for the
Contractor’s information. Should the Contractor assert that additional payment is due, the
Contractor shall within ten (10) days of receipt of the progress estimate, submit a supplemental
payment request to the Engineer with adequate justification supporting the amount of supplemental payment request. Upon receipt of the supplemental payment request, the Engineer shall, as soon
as practicable after receipt, determine whether the supplemental payment request is a proper
payment request. If the Engineer determines that the supplemental payment request is not proper,
then the request shall be returned to the Contractor as soon as practicable, but not later than seven (7) days after receipt. The returned request shall be accompanied by a document setting forth in
writing the reasons why the supplemental payment request was not proper. In conformance with
Public Contract Code Section 20104.50, the City shall make payments within thirty (30) days after
receipt of an undisputed and properly submitted supplemental payment request from the Contractor.
If payment of the undisputed supplemental payment request is not made within thirty (30) days after
receipt by the Engineer, then the City shall pay interest to the Contractor equivalent to the legal rate
set forth in subdivision (a) of Section 685.01 0 of the Code of Civil Procedure.
-
Add paragraph 6 et seq. as follows: After final inspection, the Engineer will make a Final Payment
Estimate and process a corresponding payment. This estimate will be in writing and shall be for the
total amount owed the Contractor as determined by the Engineer and shall be itemized by the
contract bid item and change order item with quantities and payment amounts and shall show all
deductions made or to be made for prior payments and amounts to be deducted under provisions of
the contract. All prior estimates and progress payments shall be subject to correction in the Final Payment Estimate.
The Contractor shall have 30 calendar days from receipt of the Final Payment Estimate to make
written statement disputing any bid item or change order item quantity or payment amount. The
Contractor shall provide all documentation at the time of submitting the statement supporting its
position. Should the Contractor fail to submit the statement and supporting documentation within the
time specified, the Contractor acknowledges that full and final payment has been made for all
contract bid items and change order items.
If the Contractor submits a written statement with documentation in the aforementioned time, the
@ Revised 911 1/00 Contract No. PKS02-05 Page 59 of 61 Pages
- Engineer will review the disputed item within 30 calendar days and make any appropriate
adjustments on the Final Payment. Remaining disputed quantities or amounts not approved by the
Engineer will be subject to resolution as specified in subsection 3-5, Disputed Work.
The written statement filed by the Contractor shall be in sufficient detail to enable the Engineer to
ascertain the basis and amount of said disputed items. The Engineer will consider the merits of the
Contractor’s claims. It will be the responsibility of the Contractor to furnish within a reasonable time
such further information and details as may be required by the Engineer to determine the facts or
contentions involved in its claims. Failure to submit such information and details will be sufficient
cause for denying payment for the disputed items.
9-3.2.1 Payment for Claims. Add the following: Except for those final payment items disputed in
the written statement required in subsection 9-3.2 all claims of any dollar amount shall be submitted
in a written statement by the Contractor no later than the date of receipt of the final payment
estimate. Those final payment items disputed in the written statement required in subsection 9-3.2
shall be submitted no later than 30 days after receipt of the Final Payment estimate. No claim will be
considered that was not included in this written statement, nor will any claim be allowed for which
written notice or protest is required under any provision of this contract including sections 3-4
Changed Conditions, 3-5 Disputed Work, 6-6.3 Payment for Delays to Contractor, 6-6.4 Written
Notice and Report, or 6-7.3 Contract Time Accounting, unless the Contractor has complied with
notice or protest requirements.
The claims filed by the Contractor shall be in sufficient detail to enable the Engineer to ascertain the
basis and amount of said claims. The Engineer will consider and determine the Contractor’s claims and it will be the responsibility of the Contractor to furnish within a reasonable time such further
information and details as may be required by the Engineer to determine the facts or contentions
involved in its claims. Failure to submit such information and details will be sufficient cause for
denying the claims.
-
Payment for claims shall be processed within 30 calendar days of their resolution for those claims
approved by the Engineer. The Contractor shall proceed with informal dispute resolution under
subsection 3-5, Disputed Work, for those claims remaining in dispute.
Add the following section:
9-3.3.1 Delivered Materials,
into the will not be included in the progress estimate.
The cost of materials and equipment delivered but not incorporated
Add the following section:
9-3.4.1 Mobilization and Preparatory Work.
be included in the various items of work and no other payment will be made.
Payment for mobilization and preparatory Work will
.-
# Revised 9/11/00 Contract No. PKS02-05 Page 60 of 61 Pages
t i !
I I I I I I I I I I I I I I
_-
Holiday Park
Material Specifications
Quote: 12880-2
3/11/2002
General Specifications: Material: All materials shall be structurally sound and suitable for safe play. Durability shall be
ensured on all steel parts by the use of time-tested coatings such as zinc plating, zinc-nickel
plating, powdercoating, TenderTuff-coating, etc. Colors shall be specified.
Fasteners: Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel
(SST) per ASTM F 879 unless otherwise indicated (see specific product
installatiodspecifications). All primary fasteners shall include a locking patch type material that
will meet the minimum torque requirements of IFI-125. Manufacturer to provide special tools for
pinned hex fasteners.
TenderTuff-Coating: All metal components to be TenderTuff-coated shall be thoroughly cleaned
in a hot phosphatizing pressure washer, then primed with a clear acrylic thermosetting solution.
Primed parts shall be preheated prior to dipping in U.V. stabilized, liquid poly vinyl chloride, then
salt cured at approximately 400 degrees. The finished coating shall be approximately .080" +/-
.020" thick at an 85 durometer hardness and have a matte finish. Four standard colors are
available.
Polyester Powdercoating: All metal components to be powdercoated shall be free of excess weld
and spatter. Parts shall be thoroughly cleaned in a 6-Stage Pretreatment system with a hot
phosphatizing bath and a non-chrome seal for corrosion resistance, then thoroughly dried.
Powdercoating shall be electrostatically applied and oven cured at 350 degrees. Average
thickness: ,004".
Super Durable TGIC polyester powder shall be specially formulated for optimum U.V. stability
and glossiness and shall meet or exceed ASTM Standards for:
Adhesion (D-3359B)
Hardness (D-3363)
Impact (D-2794)
Salt Spray resistance (B- 117)
Paint Line shall employ a "checkered" adhesion test daily.
Fifteen standard colors are available.
Decks: All Tenderdecks shall be of modular design and have 5/16" diameter holes on the standing
surface. There shall be (4) slots in each face to accommodate face mounting of components.
Tenderdecks shall be manufactured from a single piece of low carbon 12 GA (.l05") sheet steel
conforming to ASTM specification A-569. The sheet shall be perforated then flanged formed and
reinforced as necessary to ensure structural integrity. The unit shall then be TenderTuff-coated
brown only. Tenderdecks shall be designed so that all sides are flush with the outside edge of the
supporting posts.
Page I of 10
Rotationally Molded Poly Parts: These parts shall be molded using prime compounded linear low-
density polyethylene with a tensile strength of 2500 psi per ASTM D638 and with color and UV-
stabilizing additives. Wall thickness varies by product from .187" 13/16") to ,312'' (916"). Four
standard colors are available.
Permalene Parts: These parts shall be manufactured from 3/4" thick high-density polyethylene that
has been specially formulated for optimum U.V. stability and color retention. Products shall meet
or exceed density of .933 G/cc per ASTM D1505, tensile strength of 2400 PSI per ASTM D638.
Five standard solid colors are available. Some Permalene parts are available in a two-color product
with (2) .070" thick exterior layers over a .610 interior core of a contrasting color. Eight standard
two-color options are available.
Footings: Unless otherwise specified, the bury on all footings shall be 34" below Finished Grade
(FG) on all in-ground play eventdposts. Other types of anchoring are available upon request.
,PS) General Specifications: Posts: 2 3/8" square aluminum posts shall have a minimum wall thickness of .125" and be
extruded of 6061-T6 aluminum alloy and have rounded corners and ribbed faces for maximum
safety. A cast aluminum top cap shall be installed at the factory with stainless steel knurled
spacers and aluminum drive rivets. Flanges for panels and deck supports shall be extruded of
6061-T6 aluminum alloy and slide into slots extruded in posts. Flanges and deck supports shall be
attached in the factory with stainless steel knurled spacers and aluminum drive rivets. All direct
bury posts shall have a "finished grade marker" positioned on the post identifying the 34" bury
line and the top of the required surfacing. A molded low-density polyethylene cap, with drain
holes, shall be pressed onto the bottom end of the post to increase the footing area. Posts shall
have a post number sticker for installation purposes. All surface mount posts shall be continuously
welded to a 1/4" x 6" square 6061-T6 aluminum surface mount plate and allow for 2" of protective
surfacing. Posts shall be powdercoated to a specified color.
Aluminum Post Mechanical Properties:
Yield Strength (min): 35,000 PSI
Tensile Strength (min): 38,000 PSI
% Elongation in 2 inches: 10
Modulus of Elasticity: 10 x 106 PSI
Arch Posts: Arch posts shall have the same shape as the posts and be extruded from 6063-T4
aluminum alloy. Roof support flanges shall be of the same shape and material as the panel flanges.
Arch shall be formed in a 180 degree arc on a 21" center line radius. Arches shall be secured to
standard length posts with solid aluminum sleeves that are tapped to receive (16) 3/8" x 38" hex-
pin cap screws per arch. Arch posts shall be powdercoated to a specified color.
Posts: 2 3/8" square aluminum posts shall have a minimum wall thickness of .125" and be
extruded of 6061-T6 aluminum alloy and have rounded comers and ribbed faces for maximum
safety. A cast aluminum top cap shall be installed at the factory with stainless steel knurled
'- 'Y) General Specifications:
Page 2 of 10
spacers and aluminum drive rivets. Flanges for panels and deck supports shall be extruded of
6061-T6 aluminum alloy and slide into slots extruded in posts. Flanges & deck supports shall be
attached in the factory with stainless steel knurled spacers and aluminum drive rivets. All direct
bury posts shall have a "finished grade marker" positioned on the post identifying the 34" bury
line and the top of the required surfacing. A molded low-density polyethylene cap, with drain
holes, shall be pressed onto the bottom end of the post to increase the footing area. Posts shall
have a post number sticker for installation purposes. All surface mount posts shall be continuously
welded to a 1/4" x 6" square 6061-T6 aluminum surface mount plate and allow for 2" of protective
surfacing. Posts shall be powdercoated to a specified color.
Aluminum Post Mechanical Properties:
Yield Strength (min): 35,000 PSI
Tensile Strength (min): 38,000 PSI
% Elongation in 2 inches: 10
Modulas of Elasticity: 10 x 106 PSI
Arch Posts: Arch posts shall have the same shape as the posts and be extruded from 6063-T4
aluminum alloy. Roof support flanges shall be of the same shape and material as the panel flanges.
Arch shall be formed in a 180 degree arc on a 21" centerline radius. Arches shall be secured to
standard length posts with solid aluminum sleeves that are tapped to receive (16) 318" x 518''
standard fasteners per arch. Arch posts shall be powdercoated to a specified color. -
1113976 - Posts For Decks 74"/8" Deck
Post: See Playshaper (PS) General Specifications.
111397H - Posts For Decks 69"/Ground Level
Post: See PlayShaper (PS) General Specifications.
111396A - Posts For Roofs 145"/SpvroSlide
Post: See Playshaper (PS) General Specifications.
111396C - Posts For Roofs 129"/40" Deck
Post: See Playshaper (PS) General Specifications.
134973A - Transfer Module, Brown Deck Onlv To 32" Deck, Curved, Left or Right SteD ..
Page 3 of 10
Deck:
Railings:
Infill Panel:
Step Sections/Top Step Section:
Deck Support:
Fasteners:
-1 21948A - Kick Plate 8" Rise
Kick Plate:
Fasteners:
Flange formed from 12 GA (.105") sheet steel conforming to ASTM A569. Standing surface is
perforated with 5/16" diameter holes and measures 29" per (2) sides. Finish: TenderTuff, brown in
color.
Weldment comprised of formed 1 118" O.D. x 11 GA (.120") steel tubing with 203 or 303 stainless
steel threaded inserts. Finish: TenderTuff, color specified.
Solid color panel measures 7 5/8" wide x 30" high, color specified.
Formed from 12 GA (. 105") sheet steel conforming to ASTM A569. Standing surface is 24 318"
wide x 14" deep and is perforated with 5/16" diameter holes. Finish: TenderTuff, brown in color.
Weldment comprised of 3 1/2" O.D. RS-20 (.125") galvanized steel tubing and 3/8" O.D. x 5"
long CRS rod. Finish: Powdercoat, brown in color.
Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installatiodspecifications).
Fabricated from 11 GA (.120") HR flat steel. Finish: TenderTuff, brown in color.
Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installatiodspecifications).
121949A - Kick Plate 8" Rise, 90* Tri-Deck
Kick Plate: Fabricated from 11 GA (.120") HR flat steel. Finish: TenderTuff, brown in color.
Fasteners: Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installatiodspecifications).
117495A - Triangular Tenderdeck, Brown Onlv
Triangular Deck:
Fasteners:
x
Flange formed from 12 GA (.lO5") sheet steel conforming to ASTM A569. Standing surface is
perforated with 5/16" diameter holes. Deck face has (4) slotted holes for face mounting
components. The finished size of two of the three sides measures 2 5/8" x 39 1/4" on the face of
the deck and the other side measures 2 98" x 55 1/2". Finish: TenderTuff, brown in color.
Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installatiodspecifications).
Page 4 of 10
.-
11811OA - Sauare POI~ Roof wbeo Panels*
Poly Roof:
Roof Logo:
Rotationally molded from U.V. stabilized linear low density polyethylene, color specified.
Two color roof logo measures 41" wide x 5 1/8" high, color specified.
Fasteners: Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installatiodspecifications).
Roof Sleeve: Cast from 319 almag. Finish: Powdercoat, color specified.
111288A - Driver Panel, (1") Learning Wall Panels
Permalene Panel: Two color panel measures 39 1/2" wide x 30 3/4" high, color specified.
Hub: Solid color permalene, color specified.
Wheel:
.I
Wheel Bracket:
12" diameter cast 3 19.1 aluminum alloy. Shaft-303 stainless steel. Finish: TenderTuff, color
specified.
Weldment comprised of formed 3/16" plate and 5/8" O.D. shaft. Finish: Powdercoat, color
Specified.
Steering Wheel Cap: Aluminum alloy 6061-T6. Finish: Powdercoat, white in color.
Fasteners: Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installatiodspecifications).
127685A - Learning Wall Panels Image Panel, (10"). 176 Plav Blocks
Permalene Panel: Solid color panel measures 39 1/2" wide x 30 3/4" high, color specified.
Rod Cover:
Pivot Blocks :
Steel Rod:
Fasteners:
Solid color permalene, color specified.
U.V. stabilized high-density polyethylene, tan on one side and brown on the other.
1/2" diameter CRS zinc plated rod.
Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installatiodspecifications).
_.- I 11297A - Sand and Water Panel, Ground Level Onlv, Tan Dish Oniv
Permalene Panel: Solid color panel measures 39 1/2" wide x 30 3/4" high, color specified.
Page 5 of 10
Tray:
support Leg:
Fasteners:
Rotationally molded from U.V. stabilized linear low density polyethylene, tan in color.
Weldment comprised of 2.375" O.D. RS-20 (.095" - ,105") galvanized steel tubing and 1/4" x 2
1/2" x 9" flat plate. Finish: Powdercoat, color specified.
Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installatiodspecifications).
122033C - StwroSlides 56" Deck
Slide, Hood & Barriers: Rotationally molded from U.V. stabilized linear low-density polyethylene, color specified.
Entrance Deck:
Center Column: -
darrier Plates:
Exit Support:
Handbar:
Rail:
Fasteners:
Flange formed from 12 GA (.105") sheet steel conforming to ASTM A569. Standing surface is
perforated with 5/16" diameter holes and measures 32 1/4" wide x 36 27/32" long. Finish:
TenderTuff, brown in color.
Fabricated from 3.500' O.D. RS-20 (. 120" - .130") galvanized steel tubing. Finish: Powdercoat,
color specified.
Fabricated from 1/4" x 1 1/2" zinc plated HR flat steel. Finish: Powdercoat, color specified.
Weldment comprised of 2.375" O.D. RS-20 (.095" - .105") galvanized steel tubing and 1/4" x 3" x
11 3/4" mounting plate. Finish: Powdercoat, color specified.
Formed from 7/8" O.D. x 11 GA (. 120") black steel tubing. Finish: TenderTuff, brown in color.
1 1/8" O.D. 6061-T6 aluminum extrusion with 5/16" walls. Finish: Powdercoat, color specified.
Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installationlspecifications).
111348A - Arch Bridge. 42" Low. Brown Deck Only
Bridge Deck: Fabricated from 12 GA (.105") sheet steel conforming to ASTM A569. Standing surface is
perforated with 5/16" diameter holes. Finish: TenderTuff, brown in color.
Panels: Solid color panel measures 41" wide x 35 11/16" high, color specified.
Attachment Bracket: Fabricated from 1/8" x 1 1/4" x 2" 6061-T6 aluminum angle. Finish: Powdercoat, color specified.
Fasteners:
-
Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installatiodspecifications).
Page 6 of 10
c
123292A - Block Climber. Attached 32" Deck
Double Block: Fabricated from 14 GA (.075") "0 steel sheet with 3" tall x 6" long cutouts. Blocks measure 8"
high and 12 1/2" square. (2) blocks are welded to each other to make Double Blocks. Finish:
TenderTuff, blue, red, brown or tan in color.
Ground Gusset: Fabricated from 10 GA (.135") HRPO steel sheet. Finish: Powdercoat, blue, red or tan in color.
support:
Kick Plate:
Fasteners:
Weldment comprised of 1.900" O.D. RS-20 (.W" - .loot') galvanized steel tubing and 10 GA
(.135") HRPO steel sheet. Finish: Powdercoat, blue, red or tan in color.
Fabricated from 12 GA (.l05") HRPO steel sheet with 3" tall x 6" long cutouts. Finish:
TenderTuff, red or tan in color.
Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installatiodspecifications).
Permalene Panel: Solid color panel measures 39 1/2" wide x 30 3/4" high, color specified.
c 73284B - Wieele Ladders 40" Deck
Chain: 4/0 Chain zinc plated. Finish: TenderTuff, color specified.
Rail: Fabricated from 13/16" diameter x 27 15/16" long CRS solid bar stock with both ends tapped 318".
Finish: TenderTuff, color specified.
support: Fabricated from 1.315" O.D. RS-20 (.080" - .090") galvanized steel tubing.
Handhold Panel: Solid color permalene with 3/4" x 1 1/8" handholds, color specified.
Fasteners: Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installatiodspecifications).
125059A - Accessible SprinF Platform, Brown Onlv, w/Hand Hold, Tan Onlv
Spring Platform:
Handhold:
Spring:
c
Spring Clamp:
Flange formed from 12 GA (.lOS') sheet steel conforming to ASTM A569. Standing surface is
perforated with 1 5/16" diameter holes and measures 40" square. Finish: TenderTuff, brown in
color.
Weldment comprised of 1.125" O.D. x 11 GA (.120") steel tubing and 1/4" x 1 1/2" x 3 5/8" flat
plate. Finish: Powdercoat, tan in color.
Fabricated from 5 5/8" diameter 13/16" tempered alloy steel coil, with cast aluminum wedges
A356 alloy placed in each end of spring. Finish: Powdercoat, color specified.
Formed from 3/8" HRPO flat steel. Finish: Powdercoat, brown in color.
Page 7 of 10
Base Plate:
Leg (DB):
Fasteners:
Fabricated from 1/4" x 10" HRPO flat plate. Finish: Powdercoat, brown in color.
Weldment comprised of 3 1/2" O.D. RS-20 (.120 - .130) galvanized steel tubing and 1/4" x 10"
diameter HRF'O zinc plated steel mounting plates.
Primary fasteners shall be socketed and pinned tarnperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installation/specifications).
123517B - Stationarv Cvcler Handles only. Alum posts
Cycle Bar:
Axle:
Bearings:
--Dost:
Handles:
Offset Hanger Clamp Assembly:
Fasteners:
Weldment comprised of formed 1.029" O.D. RS-20 (.070" - .080") galvanized steel tubing and 1
In" O.D. x 11/32" wall steel tubing. Finish: Powdercoat, color specified.
Fabricated from .750" diameter 304 CD stainless steel bar.
Oil impregnated bronze.
See PlayBooster (PB) General Specifications.
Two color permalene, color specified.
Cast aluminum. Finish: Powdercoat, color specified.
Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installatiodspecifications).
123517C - Stationarv Cvcler Pedals and Handles, Alum posts
Post: See PlayBooster (PB) General Specifications.
Cycle Bar: Weldment comprised of formed 1.029'' O.D. RS-20 (.070" - .080) galvanized steel tubing and 1
1/2" O.D. x 11/32" wall steel tubing. Finish: Powdercoat, color specified.
Handles: Two color permalene, color specified.
Pedals: Two color permalene, color specified.
Axle: Fabricated from .750 diameter 304 CD stainless steel bar.
Bearings: Oil impregnated bronze.
-. Offset Hanger Clamp Assembly: Cast aluminum. Finish: Powdercoat, color specified.
asteners: Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installatiodspecifications).
Page 8 of 10
100048A - 2" Arch Swing, 2 Place w/Coated Chain
Arches:
Swing Beam:
Full Bucket Seat:
Fabricated from formed 2.375" O.D. RS-40 (.130" - .140") galvanized steel tubing. Finish:
Powdercoat, color specified.
Fabricated from 2.375" O.D. RS-40 (.130" - .140") galvanized steel tubing. Finish: Powdercoat,
color specified.
Made of U.V. stabilized high-quality black rubber encapsulating a 24 GA (.024") stainless steel
reinforcement plate. Handles cast from 356-T6 aluminum alloy with a 60 durometer black
neoprene grip placed over handles. Handles attach to seat with (3) 1/4" x 1 5/16" long stainless
steel rivets. The full bucket measures 9" deep x 10 1/2" wide.
Chain: Steel 4/0 straight link chain, 670 Ib. working load limit. Finish: TenderTuff, color specified.
Swing Hanger: Made from galvanized malleable iron hanger with oil impregnated bearings.
.-Fasteners: Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879.
111578A - Additional 2 Place Bav
Arches:
Swing Beam:
Full Bucket Seat:
Chain:
Swing Hanger:
Fasteners:
Fabricated from formed 2.375" O.D. RS-40 (. 130" - .140) galvanized steel tubing. Finish:
Powdercoat, color specified.
Fabricated from 2.375" O.D. RS-40 (. 130 - .140") galvanized steel tubing. Finish: Powdercoat,
color specified.
Made of U.V. stabilized high-quality black rubber encapsulating a 24 GA (.024") stainless steel
reinforcement plate. Handles cast from 356-T6 aluminum alloy with a 60 durometer black
neoprene grip placed over handles. Handles attach to seat with (3) 1/4" x 1 5/16" long stainless
steel rivets. The full bucket measures 9" deep x 10 1/2" wide.
Steel 4/0 straight link chain, 670 Ib. working load limit. Finish: TenderTuff, color specified.
Made from galvanized malleable iron hanger with oil impregnated bearings.
Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installatiordspecifications).
'-30105A - Ape Appromiate Sign, (2-Color Permalene), w/PlavShaDer Posts, 2 -- 5 Years
Sign Panel: Two color panel measures 19-1/2" wide x 27-3/4" high, color specified.
Page 9 of 10
Post:
Fasteners:
Warranty:
See Playshaper (PS) General Specifications.
Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installatiodspecifications).
We Can Offer the Best Warranty in the Industry Because We Don't cut Corners on Quality
Landscape Structures Inc. warrants that all Playstructures andor equipment sold will conform in
kind and quality to the specifications set forth in the specifications manual for the products
identified in the Acknowledgement of Order and will be free of defects in manufacturing and
material. As a further indication of our quality, Landscape Structures provides:
100-Year Limited Warranty for all aluminum posts, clamps, beams and caps, against structural failure due to corrosiodnatural
deterioration or manufacturing defects. This warranty does not include any cosmetic issues or
wear and tear from normal use.
I
15-Year Limited Warranty for all plastic and steel components, including Tufff imbersTM, against
structural failure due to corrosiodnatural deterioration or manufacturing defects. This warranty
does not include any cosmetic issues or wear and tear from normal use.
TenderTuffR-coating against structural failure due to natural deterioration or manufacturing
defects. This warranty does not include any cosmetic issues or wear and tear from normal use.
TuffI'urfR against material or manufacturing defects when properly installed. This warranty does
not include any cosmetic issues or wear and tear from normal use.
3-Year Limited Warranty for all other parts, ie: CableCoreTM Products, Swing seats and hangers; Track ride trolleys and bumpers; all
rocking equipment, etc. against failure due to corrosiodnatural deterioration or manufacturing
defects. This warranty does not include any cosmetic issues or wear and tear from normal use.
The warranty stated above is valid only if the Playstructures and/or equipment are erected in
conformance with Landscape Structures' installation instructions and maintained according to the
maintenance procedures furnished by Landscape Structures Inc. For a full text of the warranty,
contact your local sales representative.
Page 10 of 10
i r-------
I
I I I I I I I I I I I I I I
I I I I I I I I I I I I I I I L-------,
Laguna Riviera Park
Material Specifications
Quote: 12863-2
3/11/2002
General Specifications: Material: All materials shall be structurally sound and suitable for safe play. Durability shall be
ensured on all steel parts by the use of time-tested coatings such as zinc plating, zinc-nickel
plating, powdercoating, TenderTuff-coating, etc. Colors shall be specified.
Fasteners: Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel
(SST) per ASTM F 879 unless otherwise indicated (see specific product
installation/specifications). All primary fasteners shall include a locking patch type material that
will meet the minimum torque requirements of IFI-125. Manufacturer to provide special tools for
pinned hex fasteners.
.-
I-
TenderTuff-Coating: All metal components to be TenderTuff-coated shall be thoroughly cleaned
in a hot phosphatizing pressure washer, then primed with a clear acrylic thermosetting solution.
Primed parts shall be preheated prior to dipping in U.V. stabilized, liquid poly vinyl chloride, then
salt cured at approximately 400 degrees. The finished coating shall be approximately .OW +/-
.020' thick at an 85 durometer hardness and have a matte finish. Four standard colors are
available.
Polyester Powdercoating: All metal components to be powdercoated shall be free of excess weld
and spatter. Parts shall be thoroughly cleaned in a 6-Stage Pretreatment system with a hot
phosphatizing bath and a non-chrome seal for corrosion resistance, then thoroughly dried.
Powdercoating shall be electrostatically applied and oven cured at 350 degrees. Average
thickness: .004".
Super Durable TGIC polyester powder shall be specially formulated for optimum U.V. stability
and glossiness and shall meet or exceed ASTM Standards for:
Adhesion (D-3359B)
Hardness (D-3363)
Impact (D-2794)
Salt Spray resistance (B-117)
Paint Line shall employ a "checkered" adhesion test daily.
Fifteen standard colors are available.
Decks: All Tenderdecks shall be of modular design and have 5/16" diameter holes on the standing
surface. There shall be (4) slots in each face to accommodate face mounting of components.
Tenderdecks shall be manufactured from a single piece of low carbon 12 GA (.lOS") sheet steel
conforming to ASTM specification A-569. The sheet shall be perforated then flanged formed and
reinforced as necessary to ensure structural integrity. The unit shall then be TenderTuff-coated
brown only. Tenderdecks shall be designed so that all sides are flush with the outside edge of the
supporting posts.
Page 1 of 12
Rotationally Molded Poly Parts: These parts shall be molded using prime compounded linear low-
density polyethylene with a tensile strength of 2500 psi per ASTM D638 and with color and UV-
stabilizing additives. Wall thickness varies by product from .187" (3/16") to .3 12" (5/16"). Four
standard colors are available.
Permalene Parts: These parts shall be manufactured from 3/4" thick high-density polyethylene that
has been specially formulated for optimum U.V. stability and color retention. Products shall meet
or exceed density of .933 G/cc per ASTM D1505, tensile strength of 2400 PSI per ASTM D638.
Five standard solid colors are available. Some Permalene parts are available in a two-color product
with (2) .070" thick exterior layers over a .610 interior core of a contrasting color. Eight standard
two-color options are available.
Footings: Unless otherwise specified, the bury on all footings shall be 34" below Finished Grade
(FG) on all in-ground play eventdposts. Other types of anchoring are available upon request.
(PB) General Specifications: Posts: Post length shall vary depending upon the intended use and shall be a minimum of 42"
above the deck height. All posts shall be powdercoated to specified color. All posts shall have a
"finished grade marker" positioned on the post identifying the 34" bury line required for correct
installation and the top of the loose fill protective surfacing. Top caps for posts shall be aluminum
die cast from 369.1 alloy and powdercoated to match the post color. All caps shall be factory
installed and secured in place with (3) self sealing rivets. A molded low-density polyethylene cap,
with drain holes, shall be pressed onto the bottom end of the post to increase the footing area.
Steel Posts: All steel PlayBooster posts are manufactured from 5" O.D. tubing with a wall thickness of .120" and shall be galvanized
after rolling and shall have both the I.D. and the cut ends sprayed with a corrosion resistant
coating.
Steel Post Mechanical Properties:
Yield Strength (min): 50,000 PSI
Tensile Strength (min): 55,000 PSI
% Elongation in 2 inches: 25
Modulus of Elasticity: 29.5 x 106 PSI
Aluminum Posts: All aluminum PlayBooster posts are manufactured from 6005T5 extruded tubing conforming to ASTM B-221.
Posts shall have a 5" outside diameter with a .125" wall thickness.
. "-
Aluminum Post Mechanical Properties:
Yield Strength (min): 35,000 PSI
Tensile Strength (rnin): 38,000 PSI
% Elongation in 2 inches: 10
Modulus of Elasticity: 10 x 106 PSI
Page 2 of 12
Arch Posts: Aluminum arch posts shall be manufactured from 6005-T5 alloy. The arch shall be formed to a 21" center line radius to
complement the 42" center to center module. The arch shall be of one continuous piece
construction. There shall be no welds or additional pieces mechanically fastened to manufacture
the arch. Each arch shall be designed to provide a minimum of 90 1/2" clear span from the deck to
the inside of the arch at the radius peak. Arches shall be powdercoated to a specified color.
Clamps: All clamps, unless otherwise noted, shall be die cast using a 369.1 aluminum alloy and have the following mechanical
properties:
Ultimate Tensile: 47,000 PSI
Yield Strength: 28,000 PSI
Elongation: 7% in 2 inches
Shear Strength: 29,000 PSI
Endurance Limit: 20,000 PSI
Each functional clamp assembly shall have an appropriate number of half clamps and shall be fastened to mating parts with (2) 318" x
1 1/8" hex-pin cap screws (SST) and (2) stainless steel (SST) recessed "T" nuts. A 1/4" aluminum
drive rivet w/stainless steel pin is used to insure a secure fit to the post.
PlayBooster clamps have three functional applications and shall be named as follows:
1.) Offset hanger clamp assembly.
2.) Deck hanger clamp assembly..
3.) Hanger clamp assembly.
(PB) General Specifications: Posts: Post length shall vary depending upon the intended use and shall be a minimum of 42"
above the deck height. All posts shall be powdercoated to specified color. All posts shall have a
"finished grade marker" positioned on the post identifying the 34" bury line required for correct
installation and the top of the loose fill protective surfacing. Top caps for posts shall be aluminum
die cast from 369.1 alloy and powdercoated to match the post color. All caps shall be factory
installed and secured in place with (3) self sealing rivets. A molded low density polyethylene cap,
with drain holes, shall be pressed onto the bottom end of the post to increase the footing area.
Steel Posts: All steel PlayBooster posts are manufactured from 5" O.D. tubing with a wall thickness of .120" and shall be galvanized
after rolling and shall have both the I.D. and the cut ends sprayed with a corrosion resistant
coating.
Steel Post Mechanical Properties:
Yield Strength (min): 50,000 PSI
Tensile Strength (min): 55,000 PSI
% Elongation in 2 inches: 25
Modulas of Elasticity: 29.5 x 106 PSI
Aluminum Posts: All aluminum PlayBooster posts are manufactured from 6061-T6 extruded tubing conforming to ASTM B-221 and
QQ-A-200/8. Posts shall have a 5" outside diameter with a .125" wall thickness.
Aluminum Post Mechanical Properties:
Yield Strength (min): 35,000 PSI
Tensile Strength (min): 38,000 PSI
% Elongation in 2 inches: 10
Modulas of Elasticity: 10 x 106 PSI
Page 3 of 12
Arch Posts: Aluminum arch posts shall be manufactured from 6061-T6 alloy. The arch shall be formed to a 21" centerline radius to
complement the 42" center to center module. The arch shall be of one continuous piece
construction. There shall be no welds or additional pieces mechanically fastened to manufacture
the arch. Each arch shall be designed to provide a minimum of 82 1/2" clear span from the deck to
the inside of the arch at the radius peak. Arches shall be powdercoated to a specified color.
Clamps: All clamps, unless otherwise noted, shall be die cast using a 369.1 aluminum alloy and have the following mechanical
properties:
Ultimate Tensile: 47,000 PSI
Yield Strength: 28,000 PSI
Elongation: 7% in 2 inches
Shear Strength: 29,000 PSI
Endurance Limit: 20,000 PSI
Each functional clamp assembly shall have an appropriate number of half clamps and shall be fastened to mating parts with (2) 318" x
1 1/8" hex-pin cap screws (SST) and (2) zindnickel plated carbon steel recessed "T" nuts. A 114''
aluminum drive rivet w/stainless steel pin is used to insure a secure fit to the post.
PlayBooster clamps have three functional applications and shall be named as follows:
1.) Offset hanger clamp assembly.
2.) Deck hanger clamp assembly.
3.) Hanger clamp assembly. ''
PlayOdyssey General Specifications: Structural Frame: Post length of the double laddedcentral column shall vary depending
upon the deck height and shall be flush with the bottom of a deck infill or a minimum of 46"
above the deck height. All posts shall be powdercoated to specified color. All posts shall have a
"finished grade marker" positioned on the post identifying the 60" bury line required for correct
installation and the top of the loose fill protective surfacing. Post caps shall be aluminum die cast
from 369.1 alloy and powdercoated to match the post color. All caps shall be factory installed and
secured in place with (3) self sealing rivets. A molded low-density polyethylene cap, with drain
holes, shall be pressed onto the bottom end of the ladder posts to increase the footing area.
Ladders are bolted together below grade to act as a single column for installation purposes. The
deck support weldmentdarms are comprised of 5/16" (.312") steel conforming to 1010 steel per
ASTM A635 and welded to a 52" steel post. Arms are secured to each ladder post with (4) 98" x
1 1/2" hex-pin cap screws thru (2) 1/4" flanges.
Steel Posts: All steel PlayOdyssey posts are manufactured from 5" O.D. tubing with a wall thickness of .120 and shall be galvanized
after rolling and shall have both the I.D. and the cut ends sprayed with a corrosion resistant
coating.
Steel Post Mechanical Properties:
Yield Strength (min): 50,000 PSI
Tensile Strength (min): 55,000 PSI
% Elongation in 2 inches: 25
Modulus of Elasticity: 29.5 x 106 PSI
Optional Aluminum Roof Posts: All formed aluminum PlayOdyssey roof posts are manufactured
from 6005-T5 extruded tubing conforming to ASTM B-221. Posts shall have a 5" outside diameter
Page 4 of 12
with a .125" wall thickness. Post sleeve shall have 4.675" outside diameter with a .150 wall
thickness. Post cap shall be aluminum die cast from 369.1 alloy and powdercoated to match the
post color. All caps shall be factory installed and secured in place with (3) self sealing rivets.
Aluminum Post Mechanical Properties:
Yield Strength (min): 35,000PSI
Tensile Strength (min): 38,000 PSI
9% Elongation in 2 inches: 10
Modulus of Elasticity: 10 x 106 PSI
Clamps: All clamps, unless otherwise noted, shall be die cast using a 369.1 aluminum alloy and have the following mechanical
properties:
Ultimate Tensile: 47,000 PSI
Yield Strength: 28,000 PSI
Elongation: 7% in 2 inches
Shear Strength: 29,000 PSI
Endurance Limit: 20,000 PSI
Each PlayOdyssey offset hanger clamp shall have an appropriate number of half clamps and shall be fastened to mating parts with (2)
3/8" x 1 1/8" hex-pin cap screws (SST) and (2) stainless steel (SST) recessed "T" nuts. A 114"
aluminum drive rivet w/stainless steel pin is used to insure a secure fit to the post. -
111404C - Posts For Decks 132"/56" Deck
Post: See PlayBooster (PB) General Specifications.
111404E - Posts For Decks 116"/40" Deck
Post: See PlayBooster (PB) General Specifications.
111404F - Posts For Decks 108"/32" Deck
Post: See PlayBooster (PB) General Specifications.
111403B - Posts For Roofs 174"/64" Deck
Post: See PlayBooster (PB) General Specifications.
130567A - Hex Shiwle Roof _-
3x Shingle Roof Section: Rotationally molded from U.V. stabilized linear low density polyethylene, color specified.
Page 5 of 12
Roof Sleeve: Cast from 319 almag.
Fasteners: Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installatiodspecifications).
111240B - Balconv Deck w/Wheel, Brown Tenderdeck Only
Deck:
Barrier:
Wheel:
Straight edge flange formed from 12 GA (.105") sheet steel conforming to ASTM A569. Curved
edge roll formed from 11 GA (.120") sheet steel conforming to ASTM A569. Standing surface is
perforated with 5/16" diameter holes perforated. The finished size measures 2 5/8" x 34" (straight
edge) x 17" radius (curved edge). Finish: Tendertuff, brown in color.
Weldment comprised of 98" solid steel vertical rails, 1 1/8" O.D. steel horizontal rails with 203 or
303 stainless steel welded inserts with 98" internal threads. Finish: TenderTuff, color specified.
12" diameter cast 3 19.1 aluminum alloy. Shaft-303 stainless steel. Finish: TenderTuff, color
specified.
-Vheel Clamp: Formed from 3/16" x 2" HRPO zinc-plated. Finish: Powdercoat, color specified.
Wheel Bracket: Weldment comprised of formed 3/16" plate and 5/8" O.D. shaft. Finish: Powdercoat, color
specified.
Steering Wheel Cap: Aluminum alloy 6061-T6. Finish: Powdercoat, white in color.
Offset Hanger Clamp Assembly: Cast aluminum. Finish: Powdercoat, color specified.
Fasteners: Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installatiodspecifications).
123320C - Transfer Modules, Brown Deck Only To 32" Deck, Curved, Left or Right Step
Deck:
Railings:
Flange formed from 12 GA (.105") sheet steel conforming to ASTM A569. Standing surface is
perforated with 5/16" diameter holes and measures 29" per (2) sides. Finish: TenderTuff, brown in
color.
Weldment comprised of formed 1 1/8" O.D. x 11 GA (.120") steel tubing with 203 or 303 stainless
steel 5/8" threaded inserts. Finish: TenderTuff, color specified.
Step SectiondTop Step Section: Formed from 12 GA (.l05") sheet steel conforming to ASTM A569. Surface is perforated with
5/16" diameter holes. Finish: Tendeffuff, brown in color.
-_ Deck Support: Weldment comprised of 3 1/2" O.D. RS-20 (.125") galvanized steel tubing and 3/8" O.D. x 5"
long CRS rod. Finish: Powdercoat, brown in color.
Page 6 of 12
-.--
Fasteners: Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installatiordspecifications).
Offset Hanger Clamp Assembly: Cast aluminum. Finish: Powdercoat, color specified.
111232A - Hexagon Tenderdeck, Brown Oniv
Hex Deck: Flange formed from 12 GA (.105") sheet steel conforming to ASTM A569. Standing surface is
perforated with 5/16" diameter holes. Deck face has (4) slotted holes for face mounting
components. The finished size measures 2 5/8" x 36 3/4" per each of the six sides for an overall
dimension of 77 5/8" face to face. Finish: TenderTuff, brown in color.
Deck Brace: Fabricated from 318" x 1 314" x 28 1/2" long zinc plated steel. strap.
Deck Hanger Clamp Assembly: Cast aluminum. Finish: Powdercoat, color specified.
Fasteners:
-x
Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installatiodspecifications).
111231A - Trianmrlar Tenderdeck. Brown Only
Triangular Deck: Flange formed from 12 GA (.105") sheet steel conforming to ASTM A569. Standing surface is
perforated with 5/16" diameter holes. Deck face has (4) slotted holes for face mounting
components. The finished size measures 2 5/8" x 37 3/4". Finish: TenderTuff, brown in color.
Deck Hanger Clamp Assembly: Cast aluminum. Finish: Powdercoat, color specified.
Fasteners: Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installatiodspecifications).
1248633 - SiideWinder2 64" Deck
Slide Sections: Rotationally molded from U.V. stabilized linear low density polyethylene, color specified.
Rail: 1 1/8" O.D. 6061-T6 aluminum extrusion with 5/16" walls. Finish: Powdercoat, color specified.
Mid-Support:
Support Base (SM):
.-
.tit Footer:
Weldment comprised of 1.900" O.D. RS-20 (.090" - .loo") galvanized steel tubing and 3/16" x 1
1/4" zinc plated steel strap. Finish: Powdercoat, color specified.
Weldment comprised of 1.660" O.D. RS-20 (.085" - .095") galvanized steel tubing and 1/4" x 3" x
8" mounting plate. Finish: Powdercoat, color specified.
Weldment comprised of 2.375" O.D. RS-20 (.095" - .l05") galvanized steel tubing and 114'' x 3" x
7 1/2" mounting plate. Finish: Powdercoat, color specified.
Page 7 of 12
i
Fasteners: Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installationlspecifications).
Offset Hanger Clamp Assembly: Cast aluminum. Finish: Powdercoat, color specified.
130390A - Double Poly Slides Double Swoosh Slide, 64" - 72" Deck
Slide: Rotationally molded from U.V. stabilized linear low density polyethylene, color specified.
Hood:
Rail:
Rail Spacer:
support:
-
steners:
Rotationally molded from U.V. stabilized linear low density polyethylene, color specified.
Extruded from 1.125" O.D. x .312" W. 6061-T6 aluminum. Finish: Powdercoat, color specified.
Fabricated from 1.3125" O.D. x 16 GA (.065") steel tubing. Finish: Powdercoat, color specified.
Weldment comprised of 2.375" O.D. RS-20 (.095" - .105") galvanized steel tubing and 1/4" x 3"
mounting plate. Finish: Powdercoat, color specified.
Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installation/specifications).
Offset Hanger Clamp Assembly: Cast aluminum. Finish: Powdercoat, color specified.
119290A - Clatterbridge, 123" wmandrails For 24" -- 48" Decks, Brown Planks Only
Plank: Fabricated from 11 GA (.120') HRPO plate with 5/16" diameter perforated holes and threaded
stainless steel inserts, plank measures 9 1/2" wide x 42 5/8" long. Finish: TenderTuff, brown in
color.
Attachment Bracket: Weldment comprised of 7 GA (. 1 80) HRPO steel, 1/4" HRPO steel support tabs and threaded
stainless steel inserts. Finish: TenderTuff, brown in color.
Bushing : Oil impregnated bronze.
Fasteners:
Handrail :
"'df Clamp:
Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installation/specifications).
Weldment comprised of 1.900" O.D. RS-20 (.090" - .loo") galvanized steel tubing beam, 1.315"
O.D. RS-20 (.080" - .090") and 1/4" x 1 314" steel half clamps. Finish: Powdercoat, color
specified.
Cast aluminum. Finish: Powdercoat, color specified.
Page 8 of 12
?"-
123292A - Block Climber, Attached 32" Deck
Double Block:
Ground Gusset:
support:
Kick Plate:
Fasteners:
Handhold Panel:
Affset Hanger Clamp Assembly:
opacer Tube:
Fabricated from 14 GA (.075") HRPO steel sheet with 3" tall x 6" long cutouts. Blocks measure 8"
high and 12 1/2" square. (2) blocks are welded to each other to make Double Blocks. Finish:
TenderTuff, blue, red, brown or tan in color.
Fabricated from 10 GA (.135") HRPO steel sheet. Finish: Powdercoat, blue, red or tan in color.
Weldment comprised of 1.900" O.D. RS-20 (.W" - .lW) galvanized steel tubing and 10 GA
(.135") HRPO steel sheet. Finish: Powdercoat, blue, red or tan in color.
Fabricated from 12 GA (.105") HRPO steel sheet with 3" tall x 6" long cutouts. Finish:
TenderTuff, red or tan in color.
Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installationlspecifications).
Solid color permalene with 3/4" x 1 118" handholds, color specified.
Cast aluminum. Finish: Powdercoat, color specified.
Made from 6061-T6 aluminum 7/8" O.D. x 1 11/16". Finish: Powdercoat, color specified.
122570C - Ciiff Climber 64" Deck
Climber Plank: Flange formed from 11 GA (.120") sheet steel conforming to ASTM A569. Standing surface is
perforated with 5/16" diameter holes. Finish: TenderTuff, brown in color.
Climber Bracket: Fabricated from formed 3/16" x 2" HR flat steel. Finish: Powdercoat, brown in color.
Climber StepsPanels: Solid color permalene, color specified.
Chain: 4/0 Chain zinc plated. Finish: TenderTuff, brown in color.
Footer:
Fasteners:
Upper Bracket:
Weldfnent comprised of 1.660" O.D. RS-20 (.085" - .095") galvanized steel tubing and 3/16" x 2" HR flat steel. Finish: Powdercoat, brown in color.
Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installatiodspecifications).
Weldment comprised of formed 1.660 O.D. RS-20 (.085" - .095") galvanized steel tubing and
1/4" x 1 3/4" wide steel half clamps. Finish: Powdercoat, color specified.
Offset Hanger Clamp Assembly: Cast aluminum. Finish: Powdercoat, color specified. -
122913B - Snake Climber 64"-72" Deck
Page 9 of 12
.-
Climber:
support:
Weldment comprised of 1.660" O.D. RS-40 (.111" - .121") galvanized steel tubing, and 1.315"
O.D. RS-20 (.080" - .090) galvanized steel tubing. Finish: Powdercoat, color specified.
Formed from 1.660" O.D. RS-40 (.111" - ,121") galvanized steel tubing. Finish: Powdercoat, color
specified.
Handhold Panel: Solid color permalene with 3/4" x 1 1/8" handholds, color specified.
Spacer Tube: Made from 6061-T6 aluminum 7/8" O.D. x 1 11/16". Finish: Powdercoat, color specified.
Fasteners: Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installatiordspecifications).
Offset Hanger Clamp Assembly: Cast aluminum. Finish: Powdercoat, color specified.
123824A - Triple Ring Fling 24" or 32" Deck to Ground
--qing Swing Out: Fabricated and formed from 1.125" O.D. x 11 GA (.120") black tubing. Finish: TenderTuff, color
specified.
Beam:
Fasteners:
Weldment comprised of 2.875" O.D. RS-40 (.160" - .170") galvanized steel tubing, 1.250.
diameter grade 304 stainless steel shaft and cast 535 aluminum magnesium attachment brackets.
Finish: Powdercoat, color Specified.
Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installation/specifications).
Hanger Clamp Assembly: Cast aluminum. Finish: Powdercoat color specified.
111357A - Chinning Bar, (1) Aluminum Post
Rail:
Fasteners:
Weldment comprised of 1.125" O.D. x 11 GA (.120) steel tubing with 203 or 303 stainless steel
5/8" threaded inserts. Finish: TenderTuff, color specified.
Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installatiordspecifications).
Post: See PlayBooster (PB) General Specifications.
Offset Hanger Clamp Assembly: Cast aluminum. Finish: Powdercoat, color specified.
rc-
~5375B - Deck to Deck Steps w/Barrier, 3 steps
Page 10 of 12
Step SectionsRop Step Section: Formed from 12 GA (.lOS") sheet steel conforming to ASTM A569. Surface is perforated with
1/4" diameter holes. Finish: TenderTuff, brown in color.
Barrier:
Fasteners:
Weldment comprised of 5/8" solid steel vertical rails and 1 1/8" O.D. x 11 GA (.120) steel
horizontal rails top and bottom. Measures 45" wide x 40" high. Finish: TenderTuff, color
specified.
Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installatiodspecifications).
Offset Hanger Clamp Assembly: Cast aluminum. Finish: Powdercoat, color specified.
120902A - Handholdneg Lift, TenderTuff Coated Brown
Fasteners: Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installatiodspecifications).
--Half Clamp: Cast aluminum. Finish: Powdercoat, color specified.
Hand Hold: Weldment comprised of formed 7/8" O.D. x 11 GA (. 120") and 1/4" x 1 3/4" steel half clamps.
Finish: TenderTuff, brown in color.
122837F - Sinde Post Swings. 8' High Beam 6 Place, Coated Chain
Post: See PlayBooster (PB) General Specifications.
Beam: Weldment comprised of 2.375" O.D. RS-40 (.130" - ,140") galvanized steel tubing, 3" wide zinc-
plated steel clamps and 1 1/4" housings whronze bushings. Finish: Powdercoat, color specified.
Half Clamp: Cast aluminum. Finish: Powdercoat, color specified.
Chain: Steel 410 straight link chain, 670 Ib. working load limit. Finish: TenderTuff, color specified.
Belt Seat:
Fasteners:
Molded from W stabilized black EPDM rubber encapsulating a weldment comprised of a 22 GA
(.029") spring stainless steel sheet and (4) .lo5 thick stainless steel washers. The belt seat elliptical
shape measures 7" wide x 26" long x .700" thick.
Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installatiodspecifications).
100055A - Full Bucket Seat, Order Chain SeDarately -
ull Bucket Seat: Made of U.V. stabilized high-quality black rubber encapsulating a 24 GA (.024") stainless steel
reinforcement plate. Handles cast from 356-T6 aluminum alloy with a 60 durometer black
Page 11 of 12
/,-
Sign Panel:
Post:
Fasteners:
Warranty:
neoprene grip placed over handles. Handles attach to seat with (3) 1/4" x 1 5/16" long stainless
steel rivets. The full bucket measures 9" deep x 10 1/2" wide.
100106A - Ape ADRrODriate Sign, (%Color Permalene) w/PlavShaDer Posts, 5 -- 12 Years
Two color panel measures 19-1/2" wide x 27-314'' high, color specified.
See Playshaper (PS) General Specifications.
Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installationlspecifications).
We Can Offer the Best Warranty in the Industry Because We Don't cut Corners on Quality
I
100-Year
Landscape Structures Inc. warrants that all Playstructures andor equipment sold will conform in
kind and quality to the specifications set forth in the specifications manual for the products
identified in the Acknowledgement of Order and will be free of defects in manufacturing and
material. As a further indication of our quality, Landscape Structures provides:
imited V. nanty for all aluminum posts, clamps, beams and caps, against structural failure due to corrosionlnatural
deterioration or manufacturing defects. This warranty does not include any cosmetic issues or
wear and tear from normal use.
15-Year Limited Warranty for all plastic and steel components, including Tufff imbersTM, against
structural failure due to corrosionlnatural deterioration or manufacturing defects. This warranty
does not include any cosmetic issues or wear and tear from normal use.
TenderTuffR-coating against structural failure due to natural deterioration or manufacturing
defects. This warranty does not include any cosmetic issues or wear and tear from normal use.
TuffI'urfR against material or manufacturing defects when properly installed. This warranty does
not include any cosmetic issues or wear and tear from normal use.
3-Year Limited Warranty for all other parts, ie: CableCoreTM Products, Swing seats and hangers; Track ride trolleys and bumpers; all
rocking equipment, etc. against failure due to corrosionlnatural deterioration or manufacturing
defects. This warranty does not include any cosmetic issues or wear and tear from normal use.
The warranty stated above is valid only if the Playstructures andor equipment are erected in
conformance with Landscape Structures' installation instructions and maintained according to the
maintenance procedures furnished by Landscape Structures Inc. For a full text of the warranty,
contact your local sales representative.
Page 12 of 12
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Calavera Park
Material Specifications
Quote: 8802A1-3
31 10/2002
General Specifications: Material: All materials shall be structurally sound and suitable for safe play. Durability shall be
ensured on all steel parts by the use of time-tested coatings such as zinc plating, zinc-nickel
plating, powdercoating, TenderTuff-coating, etc. Colors shall be specified.
Fasteners: Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel
(SST) per ASTM F 879 unless otherwise indicated (see specific product
installatiodspecifications). All primary fasteners shall include a locking patch type material that
will meet the minimum torque requirements of FI-125. Manufacturer to provide special tools for
pinned hex fasteners.
TenderTuff-Coating: All metal components to be TenderTuff-coated shall be thoroughly cleaned
in a hot phosphatizing pressure washer, then primed with a clear acrylic thermosetting solution.
Primed parts shall be preheated prior to dipping in U.V. stabilized, liquid poly vinyl chloride, then
salt cured at approximately 400 degrees. The finished coating shall be approximately .080" +/-
.020" thick at an 85 durometer hardness and have a matte finish. Four standard colors are
available.
Polyester Powdercoating: All metal components to be powdercoated shall be free of excess weld
and spatter. Parts shall be thoroughly cleaned in a 6-Stage Pretreatment system with a hot
phosphatizing bath and a non-chrome seal for corrosion resistance, then thoroughly dried.
Powdercoating shall be electrostatically applied and oven cured at 350 degrees. Average
thickness: .004".
Super Durable TGIC polyester powder shall be specially formulated for optimum U.V. stability
and glossiness and shall meet or exceed ASTM Standards for:
Adhesion (D-3359B)
Hardness (D-3363)
Impact (D-2794)
Salt Spray resistance (B-117)
Paint Line shall employ a "checkered" adhesion test daily.
Fifteen standard colors are available.
Decks: All Tenderdecks shall be of modular design and have 5/16" diameter holes on the standing
surface. There shall be (4) slots in each face to accommodate face mounting of components.
Tenderdecks shall be manufactured from a single piece of low carbon 12 GA (.105") sheet steel
conforming to ASTM specification A-569. The sheet shall be perforated then flanged formed and reinforced as necessary to ensure structural integrity. The unit shall then be Tendefluff-coated
brown only. Tenderdecks shall be designed so that all sides are flush with the outside edge of the
supporting posts.
Page 1 of 8
,-
Rotationally Molded Poly Parts: These parts shall be molded using prime compounded linear low-
density polyethylene with a tensile strength of 2500 psi per ASTM D638 and with color and W-
stabilizing additives. Wall thickness varies by product from .187" (3/16") to .3 12" (5/16"). Four
standard colors are available.
Permalene Parts: These parts shall be manufactured from 3/4" thick high-density polyethylene that
has been specially formulated for optimum U.V. stability and color retention. Products shall meet
or exceed density of .933 G/cc per ASTM D1505, tensile strength of 2400 PSI per AS'W D638.
Five standard solid colors are available. Some Permalene parts are available in a two-color product
with (2) .070" thick exterior layers over a .610" interior core of a contrasting color. Eight standard
two-color options are available.
Footings: Unless otherwise specified, the bury on all footings shall be 34" below Finished Grade
(FG) on all in-ground play events/posts. Other types of anchoring are available upon request.
,r'S) General Specifications: Posts: 2 3/8" square aluminum posts shall have a minimum wall thickness of .125" and be
extruded of 6061-T6 aluminum alloy and have rounded corners and ribbed faces for maximum
safety. A cast aluminum top cap shall be installed at the factory with stainless steel knurled
spacers and aluminum drive rivets. Flanges for panels and deck supports shall be extruded of
6061-T6 aluminum alloy and slide into slots extruded in posts. Flanges and deck supports shall be
attached in the factory with stainless steel knurled spacers and aluminum drive rivets. All direct
bury posts shall have a "finished grade marker" positioned on the post identifying the 34" bury
line and the top of the required surfacing. A molded low-density polyethylene cap, with drain
holes, shall be pressed onto the bottom end of the post to increase the footing area. Posts shall
have a post number sticker for installation purposes. All surface mount posts shall be continuously
welded to a 1/4" x 6" square 6061-T6 aluminum surface mount plate and allow for 2" of protective
surfacing. Posts shall be powdercoated to a specified color.
Aluminum Post Mechanical Properties:
Yield Strength (min): 35,000 PSI
Tensile Strength (min): 38,000 PSI
8 Elongation in 2 inches: 10
Modulus of Elasticity: 10 x 106 PSI
Arch Posts: Arch posts shall have the same shape as the posts and be extruded from 6063-T4
aluminum alloy. Roof support flanges shall be of the same shape and material as the panel flanges.
Arch shall be formed in a 180 degree arc on a 21" center line radius. Arches shall be secured to
standard length posts with solid aluminum sleeves that are tapped to receive (16) 3/8" x 5/8" hex-
pin cap screws per arch. Arch posts shall be powdercoated to a specified color.
-S) General Specifications: Posts: 2 3/8" square aluminum posts shall have a minimum wall thickness of. 125" and be
extruded of 6061-T6 aluminum alloy and have rounded comers and ribbed faces for maximum
safety. A cast aluminum top cap shall be installed at the factory with stainless steel knurled
Page 2 of 8
....
spacers and aluminum drive rivets. Flanges for panels and deck supports shall be extruded of
6061-T6 aluminum alloy and slide into slots extruded in posts. Flanges & deck supports shall be
attached in the factory with stainless steel knurled spacers and aluminum drive rivets. All direct
bury posts shall have a "finished grade marker" positioned on the post identifying the 34" bury
line and the top of the required surfacing. A molded low-density polyethylene cap, with drain
holes, shall be pressed onto the bottom end of the post to increase the footing area. Posts shall
have a post number sticker for installation purposes. All surface mount posts shall be continuously
welded to a 1/4" x 6" square 6061-T6 aluminum surface mount plate and allow for 2" of protective
surfacing. Posts shall be powdercoated to a specified color.
Aluminum Post Mechanical Properties:
Yield Strength (min): 35,000 PSI
Tensile Strength (min): 38,000 PSI
% Elongation in 2 inches: 10
Modulas of Elasticity: 10 x 106 PSI
Arch Posts: Arch posts shall have the same shape as the posts and be extruded from 6063-T4
aluminum alloy. Roof support flanges shall be of the same shape and material as the panel flanges.
Arch shall be formed in a 180 degree arc on a 21" centerline radius. Arches shall be secured to
standard length posts with solid aluminum sleeves that are tapped to receive (16) 3/8" x 5/8"
standard fasteners per arch. Arch posts shall be powdercoated to a specified color. .-
,11397B - Posts For Decks 114"/48" DecMSlideWinder Off 40" Deck
Post: See Playshaper (PS) General Specifications.
111397C - Posts For Decks 106"/40" DecWSlideWinder Off 32" Deck
Post: See Playshaper (PS) General Specifications.
111396B - Posts For Roofs 137"/48" Deck
Post: See Playshaper (PS) General Specifications.
134973B - Transfer Module, Brown Deck Onlv To 40" Deck, Curved, Left or Rirht SteD
Deck:
Railings: ..--.
Infill Panel:
Flange formed from 12 GA (.105") sheet steel conforming to ASTM A569. Standing surface is
perforated with 5/16" diameter holes and measures 29" per (2) sides. Finish: TenderTuff, brown in
color.
Weldment comprised of formed 1 1/8" O.D. x 11 GA (.120") steel tubing with 203 or 303 stainless
steel threaded inserts. Finish: TenderTuff, color specified.
Solid color panel measures 7 5/8" wide x 30" high, color specified.
Page 3 of 8
Step Sectionsflop Step Section: Formed from 12 GA (.105") sheet steel conforming to ASTM A569. Standing surface is 24 3/8"
wide x 14" deep and is perforated with 5/16" diameter holes. Finish: TenderTuff, brown in color.
Deck Support:
Fasteners:
Weldment comprised of 3 1/2" O.D. RS-20 (.125") galvanized steel tubing and 3/8" O.D. x 5"
long CRS rod. Finish: Powdercoat, brown in color.
Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installatiodspecifications).
121948A - Kick Plate 8" Rise
Kick Plate: Fabricated from 11 GA (.120") HR flat steel. Finish: TenderTuff, brown in color.
Fasteners: Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installatioxdspecifications).
- 1237A - Sauare Tenderdeck. Brown Only
Square Deck: Flange formed from 12 GA (.105") sheet steel conforming to ASTM A569. Standing surface is
perforated with 5/16" diameter holes. Deck face has (4) slotted holes for face mounting
components. The finished size measures 2 5/8" x 44 3/8" x 44 3/8". Finish: TenderTuff, brown in
color.
Fasteners: Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installatiodspecifications).
129816A - Sauare Polv Roofs Sauare Peak Tile Roof, whgo Panels*
Square Tile Roof: Rotationally molded from U.V. stabilized linear low density polyethylene. Roof measures 53 112"
x 55 314" x 34 3/8" high, color specified.
Roof Logo: Two color roof logo measures 41" wide x 5 1/8" high, color specified.
Fasteners: Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installatiodspecifications).
Roof Sleeve: Cast from 319 almag. Finish: Powdercoat, color specified.
-"9.7684A - LearninP Wall Panels Match 4 Panel, (10"). (2-Color Permalene)
Permalene Panel: Two color panel measures 39 112" wide x 30 314" high, color specified.
Page 4 of 8
Rod Cover:
Pivot Blocks:
Aluminum Rod:
Fasteners:
Solid color permalene, color Specified.
U.V. stabilized high-density polyethylene, tan on one side and brown on the other.
112" x 18 3/16" aluminum rod. Finish: Powdercoat, tan in color.
Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installatiordspecifications).
113211A - Chimes Panel
Permalene Panel: Solid color panel measures 39 1/2" wide x 30 3/4" high, color specified.
Chimes: Fabricated from 6063-T832 aluminum. Finish: Anodized per Mil - A - 8625 type 2, class 1.
Fasteners:
/---
Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installatiodspecifications).
111291A - Store Panel, Ground Level Onlv
Permalene Panel: Solid color panel measures 39 1/2" wide x 30 3/4" high, color specified.
Fasteners: Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installationhpecifications).
117946A - Wire Barriers Short (Sa.. Corner and Extension Decks)
Barrier: Weldment comprised of 5/8" solid steel vertical rails, 1 1/8" O.D. steel horizontal rails with 203 or
303 stainless steel welded inserts with 5/8" internal threads, and 1/4" diameter wire. Barrier
measures 39 1/2" wide x 30 3/4" high. Finish: TenderTuff, color specified.
Fasteners: Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installatiodspecifications).
123336A - Double Wave Polv Slide 48" - 56" Deck
Slide:
-ATood:
Rail:
Rotationally molded from U.V. stabilized linear low density polyethylene, color specified.
Rotationally molded from U.V. stabilized linear low density polyethylene, color specified.
Extruded from 1.125" O.D. x .312" W. 6061-T6 aluminum. Finish: Powdercoat, color specified.
Page 5 of 8
Rail Spacer: Fabricated from 1.3125" O.D. x 16 GA (.065") steel tubing. Finish: Powdercoat, color specified.
Mid-Support: Weldment comprised of 1.660" O.D. RS-20 (.085" - ,095") galvanized steel tubing and 1/4" x 3"
zinc plated flat steel. Finish: Powdercoat, color specified.
Exit Support: Weldment comprised of 2.375" O.D. RS-20 (.095" - .l05") galvanized steel tubing and 1/4" x 3"
mounting plate. Finish: Powdercoat, color specified.
Fasteners: Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installatiodspecifications).
Offset Bolt Bracket: Cast from 535 almag. Finish: Powdercoat, color specified.
111364A - LOOD Ladder, 40" Or 48" Deck
Loop Ladder: Weldment comprised of 1.125" O.D. x 11 GA (.120") black steel tubing. Finish: TenderTuff, color
specified.
e- indhold Panel: Solid color permalene with 3/4" x l 1/8" handholds, color specified.
Fasteners : Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installatiodspecifications).
118099A - Wire Crawl Tunnel
Tunnel: Formed from 3/16" diameter wire. Finish: TenderTuff, color specified.
Tunnel Brace: Solid color permalene, color specified.
Permalene Panel: Solid color panel measures 39 1/2" wide x 30 3/4" high, color specified.
Fasteners: Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installatiodspecifications).
I
123284B - Wiggle Ladders 40" Deck
Chain: 4/0 Chain zinc plated. Finish: TenderTuff, color specified.
Rail:
c
.ppOrt:
Fabricated from 13/16" diameter x 27 15/16" long CRS solid bar stock with both ends tapped 318".
Finish: TenderTuff, color specified.
Fabricated from 1.3 15" O.D. RS-20 (.080" - .090") galvanized steel tubing.
Page 6 of 8
.-
Handhold Panel:
Fasteners:
Solid color permalene with 3/4" x 1 1/8" handholds, color specified.
Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installatiodspecifications).
115201B - Learning Wall Components Post For 1" Panel Height
Post: See Playshaper (PS) General Specifications.
111297A - Sand and Water Panel, Ground Level Onlv, Tan Dish Onlv
Permalene Panel: Solid color panel measures 39 1/2" wide x 30 3/4" high, color specified.
Tray:
support Leg:
. --
Rotationally molded from U.V. stabilized linear low density polyethylene, tan in color.
Weldment comprised of 2.375" O.D. RS-20 (.095" - .lOS") galvanized steel tubing and 114" x 2
1/2" x 9" flat plate. Finish: Powdercoat, color specified.
Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installatiodspecifications).
100105A - Ape ARRrORriate Sign, (2-Color Permalene), w/PlavShaRer Posts, 2 -- 5 Years
Sign Panel: Two color panel measures 19-1/2" wide x 27-3/4" high, color specified.
Post: See PlayShaper (PS) General Specifications.
Fasteners:
Warranty:
Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installatiodspecifications).
We Can Offer the Best Warranty in the Industry Because We Don't cut Corners on Quality
Landscape Structures Inc. warrants that all Playstructures andfor equipment sold will conform in
kind and quality to the specifications set forth in the specifications manual for the products
identified in the Acknowledgement of Order and will be free of defects in manufacturing and
material. As a further indication of our quality, Landscape Structures provides:
100-Year Limited Warranty for all aluminum posts, clamps, beams and caps, against structural failure due to corrosiodnatural
deterioration or manufacturing defects. This warranty does not include any cosmetic issues or
wear and tear from normal use.
..-
Page 7 of 8
15-Year Limited Warranty for all plastic and steel components, including Tufff imbersTM, against
structural failure due to corrosiodnatural deterioration or manufacturing defects. This warranty
does not include any cosmetic issues or wear and tear from normal use.
TenderTuffR-coating against structural failure due to natural deterioration or manufacturing
defects. This warranty does not include any cosmetic issues or wear and tear from normal use.
TuffThrfR against material or manufacturing defects when properly installed. This warranty does
not include any cosmetic issues or wear and tear from normal use.
3-Year Limited Warranty for all other parts, ie: CabieCoreTM Products, Swing seats and hangers; Track ride trolleys and bumpers; all
rocking equipment, etc. against failure due to corrosiodnatural deterioration or manufacturing
defects. This warranty does not include any cosmetic issues or wear and tear from normal use.
-r-
The warranty stated above is valid only if the Playstructures and/or equipment are erected in
conformance with Landscape Structures' installation instructions and maintained according to the
maintenance procedures furnished by Landscape Structures Inc. For a full text of the warranty,
contact your local sales representative.
Page 8 of 8
Calavera Park
Material Specifications
Quote: 8802A2-3
3/ 10/2002
General Specifications: Material: All materials shall be structurally sound and suitable for safe play. Durability shall be
ensured on all steel parts by the use of time-tested coatings such as zinc plating, zinc-nickel
plating, powdercoating, TenderTuff-coating, etc. Colors shall be specified.
Fasteners: Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel
(SST) per ASTM F 879 unless otherwise indicated (see specific product
installatiodspecifications). All primary fasteners shall include a locking patch type material that
will meet the minimum torque requirements of IFI-125. Manufacturer to provide special tools for
pinned hex fasteners.
TenderTuff-Coating: All metal components to be TenderTuff-coated shall be thoroughly cleaned
in a hot phosphatizing pressure washer, then primed with a clear acrylic thermosetting solution.
Primed parts shall be preheated prior to dipping in U.V. stabilized, liquid poly vinyl chloride, then
salt cured at approximately 400 degrees. The finished coating shall be approximately .080" +/-
.020" thick at an 85 durometer hardness and have a matte finish. Four standard colors are
available.
Polyester Powdercoating: All metal components to be powdercoated shall be free of excess weld
and spatter. Parts shall be thoroughly cleaned in a 6-Stage Pretreatment system with a hot
phosphatizing bath and a non-chrome seal for corrosion resistance, then thoroughly dried.
Powdercoating shall be electrostatically applied and oven cured at 350 degrees. Average
thickness: .004".
Super Durable TGIC polyester powder shall be specially formulated for optimum U.V. stability
and glossiness and shall meet or exceed ASTM Standards for:
Adhesion (D-3359B)
Hardness (D-3363)
Impact (D-2794)
Salt Spray resistance (B-117)
Paint Line shall employ a "checkered" adhesion test daily.
Fifteen standard colors are available.
Decks: All Tenderdecks shall be of modular design and have 5/16" diameter holes on the standing
surface. There shall be (4) slots in each face to accommodate face mounting of components.
Tenderdecks shall be manufactured from a single piece of low carbon 12 GA (.l05") sheet steel
conforming to ASTM specification A-569. The sheet shall be perforated then flanged formed and
reinforced as necessary to ensure structural integrity. The unit shall then be TenderTuff-coated
brown only. Tenderdecks shall be designed so that all sides are flush with the outside edge of the
supporting posts.
Page 1 of 6
Rotationally Molded Poly Parts: These parts shall be molded using prime compounded linear low-
density polyethylene with a tensile strength of 2500 psi per ASTM D638 and with color and W-
stabilizing additives. Wall thickness varies by product from .187" (3/16") to .312" (316"). Four
standard colors are available.
Permalene Parts: These parts shall be manufactured from 3/4" thick high-density polyethylene that
has been specially formulated for optimum U.V. stability and color retention. Products shall meet
or exceed density of .933 G/cc per ASTM D1505, tensile strength of 2400 PSI per ASTM D638.
Five standard solid colors are available. Some Permalene parts are available in a two-color product
with (2) .070" thick exterior layers over a .610" interior core of a contrasting color. Eight standard
two-color options are available.
Footings: Unless otherwise specified, the bury on all footings shall be 34" below Finished Grade
(FG) on all in-ground play events/posts. Other types of anchoring are available upon request.
{PB) General Specifications: Posts: Post length shall vary depending upon the intended use and shall be a minimum of 42"
above the deck height. All posts shall be powdercoated to specified color. All posts shall have a
"finished grade marker" positioned on the post identifying the 34" bury line required for correct
installation and the top of the loose fill protective surfacing. Top caps for posts shall be aluminum
die cast from 369.1 alloy and powdercoated to match the post color. All caps shall be factory
installed and secured in place with (3) self sealing rivets. A molded low-density polyethylene cap,
with drain holes, shall be pressed onto the bottom end of the post to increase the footing area.
Steel Posts: All steel PlayBooster posts are manufactured from 5" O.D. tubing with a wall thickness of ,120" and shall be galvanized
after rolling and shall have both the I.D. and the cut ends sprayed with a corrosion resistant
coating.
Steel Post Mechanical Properties:
Yield Strength (min): 50,000 PSI
Tensile Strength (min): 55,000 PSI
% Elongation in 2 inches: 25
Modulus of Elasticity: 29.5 x 106 PSI
Aluminum Posts: All aluminum PlayBooster posts are manufactured from 6005-T5 extruded tubing conforming to ASTM B-221.
Posts shall have a 5" outside diameter with a .125" wall thickness.
Aluminum Post Mechanical Properties:
Yield Strength (min): 35,000 PSI
Tensile Strength (min): 38,000 PSI
% Elongation in 2 inches: 10
Modulus of Elasticity: 10 x 106 PSI
Page 2 of 6
Arch Posts: Aluminum arch posts shall be manufactured from 6005-T5 alloy. The arch shall be formed to a 21" center line radius to
complement the 42" center to center module. The arch shall be of one continuous piece
construction. There shall be no welds or additional pieces mechanically fastened to manufacture
the arch. Each arch shall be designed to provide a minimum of 90 112" clear span from the deck to
the inside of the arch at the radius peak. Arches shall be powdercoated to a specified color.
Clamps: All clamps, unless otherwise noted, shall be die cast using a 369.1 aluminum alloy and have the following mechanical
properties:
Ultimate Tensile: 47,000 PSI
Yield Strength: 28,000 PSI
Elongation: 7% in 2 inches
Shear Strength: 29,000 PSI
Endurance Limit: 20,000 PSI
Each functional clamp assembly shall have an appropriate number of half clamps and shall be fastened to mating parts with (2) 3/8" x
1 1/8" hex-pin cap screws (SST) and (2) stainless steel (SST) recessed "T" nuts. A 1/4" aluminum
drive rivet w/stainless steel pin is used to insure a secure fit to the post.
PlayBooster clamps have three functional applications and shall be named as follows:
-1 1 .) Offset hanger clamp assembly.
2.) Deck hanger clamp assembly.
3.) Hanger clamp assembly.
(PB) General Specifications: Posts: Post length shall vary depending upon the intended use and shall be a minimum of 42"
above the deck height. All posts shall be powdercoated to specified color. All posts shall have a
"finished grade marker" positioned on the post identifying the 34" bury line required for correct
installation and the top of the loose fill protective surfacing. Top caps for posts shall be aluminum
die cast from 369.1 alloy and powdercoated to match the post color. All caps shall be factory
installed and secured in place with (3) self sealing rivets. A molded low density polyethylene cap,
with drain holes, shall be pressed onto the bottom end of the post to increase the footing area.
Steel Posts: All steel PlayBooster posts are manufactured from 5" O.D. tubing with a wall thickness of .120" and shall be galvanized
after rolling and shall have both the I.D. and the cut ends sprayed with a corrosion resistant
coating.
Steel Post Mechanical Properties:
Yield Strength (min): 50,000 PSI
Tensile Strength (min): 55,000 PSI
% Elongation in 2 inches: 25
Modulas of Elasticity: 29.5 x 106 PSI
Aluminum Posts: All aluminum PlayBooster posts are manufactured from 6061-T6 extruded tubing conforming to ASTM B-221 and
QQ-A-200/8. Posts shall have a 5" outside diameter with a .125" wall thickness.
.-
Aluminum Post Mechanical Properties:
Yield Strength (min): 35,000 PSI
Tensile Strength (rnin): 38,000 PSI
% Elongation in 2 inches: 10
Modulas of Elasticity: 10 x 106 PSI
Page 3 of 6
Arch Posts: Aluminum arch posts shall be manufactured from 6061-T6 alloy. The arch shall be formed to a 21" centerline radius to complement the 42" center to center module. The arch shall be of one continuous piece
construction. There shall be no welds or additional pieces mechanically fastened to manufacture
the arch. Each arch shall be designed to provide a minimum of 82 1/2" clear span from the deck to
the inside of the arch at the radius peak. Arches shall be powdercoated to a specified color.
Clamps: All clamps, unless otherwise noted, shall be die cast using a 369.1 aluminum alloy and have the following mechanical
properties:
Ultimate Tensile: 47,000 PSI
Yield Strength: 28,000 PSI
Elongation: 7% in 2 inches
Shear Strength: 29,000 PSI
Endurance Limit: 20,000 PSI
Each functional clamp assembly shall have an appropriate number of half clamps and shall be fastened to mating parts with (2) 3/8" x
1 1/8" hex-pin cap screws (SST) and (2) zinchickel plated carbon steel recessed "T" nuts. A 1/4"
aluminum drive rivet w/stainless steel pin is used to insure a secure fit to the post.
PlayBooster clamps have three functional applications and shall be named as follows:
1.) Offset hanger clamp assembly.
2.) Deck hanger clamp assembly.
3.) Hanger clamp assembly.
PlayOdyssey General Specifications: Structural Frame: Post length of the double laddedcentral column shall vary depending
upon the deck height and shall be flush with the bottom of a deck infill or a minimum of 46"
above the deck height. All posts shall be powdercoated to specified color. All posts shall have a
"finished grade marker" positioned on the post identifying the 60" bury line required for correct
installation and the top of the loose fill protective surfacing. Post caps shall be aluminum die cast
from 369.1 alloy and powdercoated to match the post color. All caps shall be factory installed and
secured in place with (3) self sealing rivets. A molded low-density polyethylene cap, with drain
holes, shall be pressed onto the bottom end of the ladder posts to increase the footing area.
Ladders are bolted together below grade to act as a single column for installation purposes. The
deck support weldmentdarms are comprised of 5/16" (.312") steel conforming to 1010 steel per
ASTM A635 and welded to a 52" steel post. Arms are secured to each ladder post with (4) 5/8" x
1 1/2" hex-pin cap screws thru (2) 1/4" flanges.
Steel Posts: All steel PlayOdyssey posts are manufactured from 5" O.D. tubing with a wall thickness of .120" and shall be galvanized
after rolling and shall have both the I.D. and the cut ends sprayed with a corrosion resistant
coating.
Steel Post Mechanical Properties:
Yield Strength (min): 50,000 PSI
Tensile Strength (min): 55,000 PSI
% Elongation in 2 inches: 25
Modulus of Elasticity: 29.5 x 106 PSI _-
Optional Aluminum Roof Posts: All formed aluminum PlayOdyssey roof posts are manufactured
from 6005-T5 extruded tubing conforming to ASTM B-221. Posts shall have a 5" outside diameter
Page 4 of 6
with a .125" wall thickness. Post sleeve shall have 4.675" outside diameter with a .150" wall
thickness. Post cap shall be aluminum die cast from 369.1 alloy and powdercoated to match the
post color. All caps shall be factory installed and secured in place with (3) self sealing rivets.
Aluminum Post Mechanical Properties:
Yield Strength (min): 35,000 PSI
Tensile Strength (min): 38,000 PSI
% Elongation in 2 inches: 10
Modulus of Elasticity: 10 x 106 PSI
Clamps: All clamps, unless otherwise noted, shall be die cast using a 369.1 aluminum alloy and have the following mechanical
properties:
Ultimate Tensile: 47,000 PSI
Yield Strength: 28,000 PSI
Elongation: 7% in 2 inches
Shear Strength: 29,000 PSI
Endurance Limit: 20,000 PSI
Each PlayOdyssey offset hanger clamp shall have an appropriate number of half clamps and shall be fastened to mating parts with (2)
3/8" x 1 1/8" hex-pin cap screws (SST) and (2) stainless steel (SST) recessed "T" nuts. A 114"
aluminum drive rivet w/stainless steel pin is used to insure a secure fit to the post. _-
,29043A - Imape Panel, Half-Si
Image Panel: Solid color panel measures 34 1/4" wide x 13" high, color specified.
Pivot Blocks: U.V. stabilized high-density polyethylene, tan on one side and brown on the other.
Frame: Weldment comprised of 1/4" steel. Finish: Powdercoat, color specified.
Fasteners: Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installatiodspecifications).
Half Clamp: Cast aluminum. Finish: Powdercoat, color specified.
Warranty: We Can Offer the Best Warranty in the Industry Because We Don't cut Corners on Quality
Landscape Structures Inc. warrants that all Playstructures and/or equipment sold will conform in
kind and quality to the specifications set forth in the specifications manual for the products
identified in the Acknowledgement of Order and will be free of defects in manufacturing and
material. As a further indication of our quality, Landscape Structures provides:
100-Year Limited Warranty for all aluminum posts, clamps, beams and caps, against structural failure due to corrosiodnatural
deterioration or manufacturing defects. This warranty does not include any cosmetic issues or
wear and tear from normal use. _-
Page 5 of 6
.- i
15-Year Limited Warranty for all plastic and steel components, including TuffTimbersTM, against
structural failure due to corrosiodnatural deterioration or manufacturing defects. This warranty
does not include any cosmetic issues or wear and tear from normal use.
TenderTufTR-coating against structural failure due to natural deterioration or manufacturing
defects. This warranty does not include any cosmetic issues or wear and tear from normal use.
TufflhrfR against material or manufacturing defects when properly installed. This warranty does
not include any cosmetic issues or wear and tear from normal use.
3-Year Limited Warranty for all other parts, ie: CableCoreTM Products, Swing seats and hangers; Track ride trolleys and bumpers; all
rocking equipment, etc. against failure due to corrosiodnatural deterioration or manufacturing
defects. This warranty does not include any cosmetic issues or wear and tear from normal use.
The warranty stated above is valid only if the Playstructures and/or equipment are erected in
conformance with Landscape Structures' installation instructions and maintained according to the
maintenance procedures furnished by Landscape Structures Inc. For a full text of the warranty,
contact your local sales representative.
Page 6 of 6
Pcn cn 0
D m
I
La Costa Canyon Park
Material Specifications
Quote: 13397-2
3/10/2002
General Specifications: Material: All materials shall be structurally sound and suitable for safe play. Durability shall be
ensured on all steel parts by the use of time-tested coatings such as zinc plating, zinc-nickel
plating, powdercoating, TenderTuff-coating, etc. Colors shall be specified.
Fasteners: Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel
(SST) per ASTM F 879 unless otherwise indicated (see specific product
installation/specifications). All primary fasteners shall include a locking patch type material that
will meet the minimum torque requirements of IFI-125. Manufacturer to provide special tools for
pinned hex fasteners.
.-
TenderTuff-Coating: All metal components to be TenderTuff-coated shall be thoroughly cleaned
in a hot phosphatizing pressure washer, then primed with a clear acrylic thermosetting solution.
Primed parts shall be preheated prior to dipping in U.V. stabilized, liquid poly vinyl chloride, then
salt cured at approximately 400 degrees. The finished coating shall be approximately .080" +/-
.020" thick at an 85 durometer hardness and have a matte finish. Four standard colors are
available.
Polyester Powdercoating: All metal components to be powdercoated shall be free of excess weld
and spatter. Parts shall be thoroughly cleaned in a 6-Stage Pretreatment system with a hot
phosphatizing bath and a non-chrome seal for corrosion resistance, then thoroughly dried.
Powdercoating shall be electrostatically applied and oven cured at 350 degrees. Average
thickness: .004".
Super Durable TGIC polyester powder shall be specially formulated for optimum U.V. stability
and glossiness and shall meet or exceed ASTM Standards for:
Adhesion (D-3359B)
Hardness (D-3363)
Impact (D-2794)
Salt Spray resistance (€3-1 17)
Paint Line shall employ a "checkered" adhesion test daily.
Fifteen standard colors are available.
Decks: All Tenderdecks shall be of modular design and have 5/16" diameter holes on the standing
surface. There shall be (4) slots in each face to accommodate face mounting of components.
Tenderdecks shall be manufactured from a single piece of low carbon 12 GA (.105") sheet steel
conforming to ASTM specification A-569. The sheet shall be perforated then flanged formed and
reinforced as necessary to ensure structural integrity. The unit shall then be TenderTuff-coated
brown only. Tenderdecks shall be designed so that all sides are flush with the outside edge of the
supporting posts.
Page 1 of 16
Rotationally Molded Poly Parts: These parts shall be molded using prime compounded linear low-
density polyethylene with a tensile strength of 2500 psi per ASTM D638 and with color and UV-
stabilizing additives. Wall thickness varies by product from .187" (3/16") to .3 12" (5/16"). Four
standard colors are available.
Permalene Parts: These parts shall be manufactured from 3/4" thick high-density polyethylene that
has been specially formulated for optimum U.V. stability and color retention. Products shall meet
or exceed density of .933 G/cc per ASTM D1505, tensile strength of 2400 PSI per ASTM D638.
Five standard solid colors are available. Some Permalene parts are available in a two-color product
with (2) .070" thick exterior layers over a ,610'' interior core of a contrasting color. Eight standard
two-color options are available.
Footings: Unless otherwise specified, the bury on all footings shall be 34" below Finished Grade
(FG) on all in-ground play eventdposts. Other types of anchoring are available upon request.
JB) General Specifications: Posts: Post length shall vary depending upon the intended use and shall be a minimum of 42"
above the deck height. All posts shall be powdercoated to specified color. All posts shall have a
"finished grade marker" positioned on the post identifying the 34" bury line required for correct
installation and the top of the loose fill protective surfacing. Top caps for posts shall be aluminum
die cast from 369.1 alloy and powdercoated to match the post color. All caps shall be factory
installed and secured in place with (3) self sealing rivets. A molded low-density polyethylene cap,
with drain holes, shall be pressed onto the bottom end of the post to increase the footing area.
Steel Posts: All steel PlayBooster posts are manufactured from 5" O.D. tubing with a wall thickness of .120" and shall be galvanized
after rolling and shall have both the I.D. and the cut.ends sprayed with a corrosion resistant
coating.
Steel Post Mechanical Properties:
Yield Strength (min): 50,000 PSI
Tensile Strength (min): 55,000 PSI
% Elongation in 2 inches: 25
Modulus of Elasticity: 29.5 x 106 PSI
Aluminum Posts: All aluminum PlayBooster posts are manufactured from 6005T5 extruded tubing conforming to ASTM B-221.
Posts shall have a 5" outside diameter with a .125" wall thickness.
Aluminum Post Mechanical Properties:
Yield Strength (min): 35,000 PSI
Tensile Strength (min): 38,000 PSI
Q Elongation in 2 inches: 10
Modulus of Elasticity: 10 x 106 PSI
Page 2 of 16
.-
Arch Posts: Aluminum arch posts shall be manufactured from 6005-T5 alloy. The arch shall be formed to a 21" center line radius to
complement the 42" center to center module. The arch shall be of one continuous piece
construction. There shall be no welds or additional pieces mechanically fastened to manufacture
the arch. Each arch shall be designed to provide a minimum of 90 112" clear span from the deck to
the inside of the arch at the radius peak. Arches shall be powdercoated to a specified color.
Clamps: All clamps, unless otherwise noted, shall be die cast using a 369.1 aluminum alloy and have'the following mechanical
properties:
Ultimate Tensile: 47,000 PSI
Yield Strength: 28,000 PSI
Elongation: 7% in 2 inches
Shear Strength: 29,000 PSI
Endurance Limit: 20,000 PSI
Each functional clamp assembly shall have an appropriate number of half clamps and shall be fastened to mating parts with (2) 3/8" x
1 1/8" hex-pin cap screws (SST) and (2) stainless steel (SST) recessed "T" nuts. A 1/4" aluminum
drive rivet whtainless steel pin is used to insure a secure fit to the post.
PlayBooster clamps have three functional applications and shall be named as follows:
- 1.) Offset hanger clamp assembly.
2.) Deck hanger clamp assembly.
3.) Hanger clamp assembly.
(PB) General Specifications: Posts: Post length shall vary depending upon the intended use and shall be a minimum of 42"
above the deck height. All posts shall be powdercoated to specified color. All posts shall have a
"finished grade marker" positioned on the post identifying the 34" bury line required for correct
installation and the top of the loose fill protective surfacing. Top caps for posts shall be aluminum
die cast from 369.1 alloy and powdercoated to match the post color. All caps shall be factory
installed and secured in place with (3) self sealing rivets. A molded low density polyethylene cap,
with drain holes, shall be pressed onto the bottom end of the post to increase the footing area.
Steel Posts: All steel PlayBooster posts are manufactured from 5" O.D. tubing with a wall thickness of .120" and shall be galvanized
after rolling and shall have both the I.D. and the cut ends sprayed with a corrosion resistant
coating.
Steel Post Mechanical Properties:
Yield Strength (min): 50,000 PSI
Tensile Strength (min): 55,000 PSI
8 Elongation in 2 inches: 25
Modulas of Elasticity: 29.5 x 106 PSI
Aluminum Posts: All aluminum PlayBooster posts are manufactured from 6061-T6 extruded tubing conforming to ASTM B-221 and
QQ-A-200/8. Posts shall have a 5" outside diameter with a .125" wall thickness.
Aluminum Post Mechanical Properties:
Yield Strength (min): 35,000 PSI
Tensile Strength (min): 38,000 PSI
% Elongation in 2 inches: 10
Modulas of Elasticity: 10 x 106 PSI
Page 3 of 16
Arch Posts: Aluminum arch posts shall be manufactured from 6061-T6 alloy. The arch shall be formed to a 21" centerline radius to
complement the 42" center to center module. The arch shall be of one continuous piece
construction. There shall be no welds or additional pieces mechanically fastened to manufacture
the arch. Each arch shall be designed to provide a minimum of 82 1/2" clear span from the deck to
the inside of the arch at the radius peak. Arches shall be powdercoated to a specified color.
Clamps: All clamps, unless otherwise noted, shall be die cast using a 369.1 aluminum alloy and have the following mechanical
properties:
Ultimate Tensile: 47,000 PSI
Yield Strength: 28,000 PSI
Elongation: 7% in 2 inches
Shear Strength: 29,000 PSI
Endurance Limit: 20,000 PSI
Each functional clamp assembly shall have an appropriate number of half clamps and shall be fastened to mating parts with (2) 3/8" x
1 1/8" hex-pin cap screws (SST) and (2) zinchickel plated carbon steel recessed "T" nuts. A 1/4"
aluminum drive rivet w/stainless steel pin is used to insure a secure fit to the post.
PlayBooster clamps have three functional applications and shall be named as follows:
.-
1.) Offset hanger clamp assembly.
2.) Deck hanger clamp assembly.
3.) Hanger clamp assembly.
PlayOdyssey General Specifications: Structural Frame: Post length of the double laddedcentral column shall vary depending
upon the deck height and shall be flush with the bottom of a deck infill or a minimum of 46"
above the deck height. All posts shall be powdercoated to specified color. All posts shall have a
"finished grade marker" positioned on the post identifying the 60" bury line required for correct
installation and the top of the loose fill protective surfacing. Post caps shall be aluminum die cast
from 369.1 alloy and powdercoated to match the post color. All caps shall be factory installed and
secured in place with (3) self sealing rivets. A molded low-density polyethylene cap, with drain
holes, shall be pressed onto the bottom end of the ladder posts to increase the footing area.
Ladders are bolted together below grade to act as a single column for installation purposes. The
deck support weldments/arms are comprised of 5/16" (.312") steel conforming to 1010 steel per
ASTM A635 and welded to a 52" steel post. Arms are secured to each ladder post with (4) 5/8" x
1 1/2" hex-pin cap screws thru (2) 1/4" flanges.
Steel Posts: All steel PlayOdyssey posts are manufactured from 5" O.D. tubing with a wall thickness of. 120" and shall be galvanized
after rolling and shall have both the I.D. and the cut ends sprayed with a corrosion resistant
coating.
Steel Post Mechanical Properties:
Yield Strength (min): 50,000 PSI
Tensile Strength (min): 55,000 PSI
% Elongation in 2 inches: 25
Modulus of Elasticity: 29.5 x 106 PSI
Optional Aluminum Roof Posts: All formed aluminum PlayOdyssey roof posts are manufactured
from 6005-T5 extruded tubing conforming to ASTM B-221. Posts shall have a 5" outside diameter
Page 4 of 16
with a .125" wall thickness. Post sleeve shall have 4.675" outside diameter with a .150' wall
thickness. Post cap shall be aluminum die cast from 369.1 alloy and powdercoated to match the
post color. All caps shall be factory installed and secured in place with (3) self sealing rivets.
Aluminum Post Mechanical Properties:
Yield Strength (min): 35,000 PSI
Tensile Strength (min): 38,000 PSI
% Elongation in 2 inches: 10
Modulus of Elasticity: 10 x 106 PSI
Clamps: All clamps, unless otherwise noted, shall be die cast using a 369.1 aluminum alloy and have the following mechanical
properties:
Ultimate Tensile: 47,000 PSI
Yield Strength: 28,000 PSI
Elongation: 7% in 2 inches
Shear Strength: 29,000 PSI Endurance Limit: 20,000 PSI
Each PlayOdyssey offset hanger clamp shall have an appropriate number of half clamps and shall be fastened to mating parts with (2)
3/8" x 1 1/8" hex-pin cap screws (SST) and (2) stainless steel (SST) recessed "T" nuts. A 1/4"
aluminum drive rivet w/stainless steel pin is used to insure a secure fit to the post. c
~11404A - Posts For Decks 148"/72" Deck
Post: See PlayBooster (PB) General Specifications.
111404C - Posts For Decks 132"/56" Deck
Post: See PlayBooster (PB) General Specifications.
111404E - Posts For Decks 116"/40" Deck
Post: See PlayBooster (PB) General Specifications.
1114046 - Posts For Decks 100V24" Deck
Post: See PlayBooster (PB) General Specifications.
111404H - Posts For Decks 92"/16" Deck
L
>st: See PlayBooster (PB) General Specifications.
Page 5 of 16
111403D - Posts For Roofs 158"/48" Deck
Post: See PlayBooster (PB) General Specifications.
130567A - Hex Shinple Roof
Hex Shingle Roof Section:
Roof Sleeve:
Rotationally molded from U.V. stabilized linear low density polyethylene, color specified.
Cast from 3 19 almag.
Fasteners: Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installatiodspecifications).
136905C - Transfer Modules, Brown Deck Onlv To 48" Deck, Curved, Right or Left Stee
I
:ck: Flange formed from 12 GA (.l05") sheet steel conforming to ASTM A569. Standing surface is
perforated with 5/16" diameter holes and measures 29" per (2) sides. Finish: TenderTuff, brown in
color.
Railings: Weldment comprised of formed 1 1/8" O.D. x 11 GA (.120") steel tubing with 203 or 303 stainless
steel 5/8" threaded inserts. Finish: TenderTuff, color specified.
Step SectionsRop Step Section: Formed from 12 GA (.l05") sheet steel conforming to ASTM A569. Standing surface is 24 3/8"
wide x 14" deep and is perforated with 5/16" diameter holes. Finish: TenderTuff, brown in color.
Deck Support: Weldment comprised of 3 1/2" O.D. RS-20 (.125") galvanized steel tubing and 3/8" O.D. x 5"
long CRS rod. Finish: Powdercoat, brown in color.
Spacer: Made from 6061-T6 aluminum 1 1/8" O.D. x 5/8". Finish: Powdercoat, color specified.
Infill Panel: Solid color permalene panel measures 6" wide x 37" high, color specified.
Fasteners: Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installatiodspecifications).
Offset Hanger Clamp Assembly: Cast aluminum. Finish: Powdercoat, color specified.
111232A - Hexagon Tenderdeck, Brown Onlv
.- -2x Deck: Flange formed from 12 GA (.105") sheet steel conforming to ASTM A569. Standing surface is
perforated with 5/16" diameter holes. Deck face has (4) slotted holes for face mounting
Page 6 of 16
components. The finished size measures 2 5/8" x 36 314" per each of the six sides for an overall
dimension of 77 5/8" face to face. Finish: TenderTuff, brown in color.
Deck Brace: Fabricated from 3/8" x 1 3/4" x 28 1/2" long zinc plated steel strap.
Deck Hanger Clamp Assembly: Cast aluminum. Finish: Powdercoat, color specified.
Fasteners: . Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installatiodspecifications).
121948A - Kick Plate 8" Rise
Kick Plate: Fabricated from 11 GA (.120") HR flat steel. Finish: TenderTuff, brown in color.
Fasteners: Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installatiordspecifications).
.- '1948B - Kick Plate 16" Rise
Kick Plate: Fabricated from 11 GA (. 120") HR flat steel. Finish: TenderTuff, brown in color.
Fasteners : Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installatiordspecifications).
121949A - Kick Plate 8" Rise, 90* Tri-Deck
Kick Plate: Fabricated from 11 GA (.120") HR flat steel. Finish: TenderTuff, brown in color.
Fasteners: Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installatiordspecifications).
111228A - Sauare Tenderdeck, Brown Only
Square Deck: Flange formed from 12 GA (.105") sheet steel conforming to ASTM A569. Standing surface is
perforated with 5/16" diameter holes. Deck face has (4) slotted holes for face mounting
components. The finished size measures 2 5/8" x 47" x 47". Finish: TenderTuff, brown in color.
Deck Hanger Clamp Assembly: Cast aluminum. Finish: Powdercoat, color specified.
Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installatiordspecifications).
Page 7 of 16
111229A - Sauare Tenderdeck. Extension. Brown Onlv
Square Deck Extension: Flange formed from 12 GA (.lO5") sheet steel conforming to ASTM A569. Standing surface is
perforated with 5/16" diameter holes. Deck face has (4) slotted holes for face mounting
components. The finished size measures 2 518" x 42" x 47". Finish: TenderTuff, brown in color.
Deck Hanger Clamp Assembly: Cast aluminum. Finish: Powdercoat, color specified.
Fasteners: Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installatiodspecifications).
112471A - Transfer Modules, Brown Deck Onlv Transfer Ste~, Brown Only
Step:
-Fasteners:
Formed from 12 GA (.lost') sheet steel conforming to ASTM A569. Finish: TenderTuff, brown in
color.
Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installatiodspecifications).
111231A - Triangular Tenderdeck, Brown Onlv
Triangular Deck: Flange formed from 12 GA (.105") sheet steel conforming to ASTM A569. Standing surface is
perforated with 5/16" diameter holes. Deck face has (4) slotted holes for face mounting
components. The finished size measures 2 518" x 37 3/4". Finish: TenderTuff, brown in color.
Deck Hanger Clamp Assembly: Cast aluminum. Finish: Powdercoat, color specified.
Fasteners:
122197A - 9WTri-Deck
Triangular Deck:
Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installatiodspecifications).
Flange formed from 12 GA (.lOS") sheet steel conforming to ASTM A569. Standing surface is
perforated with 5/16" diameter holes. Deck face has (4) slotted holes for face mounting
components. The finished size measures 2 5/8" x 37 3/4". Finish: TenderTuff, brown in color.
Deck Hanger Clamp Assembly: Cast aluminum. Finish: Powdercoat, color specified.
Fasteners: -. Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installatiodspecifications).
Page 8 of 16
.*
120901A - Grab Bar, TenderTuff Coated Brown
Fasteners:
Grab Bar:
Half Clamp:
111275A - Handloop Assemblv
Handloop:
Fasteners:
.-
dffset Hanger Clamp Assembly:
115228A - Driver Panel
Permalene Panel:
Hub:
Wheel:
Wheel Bracket:
Steering Wheel Cap:
Angled Panel Bracket:
Spacer Tube:
Fasteners:
.-
.'fset Hanger Clamp Assembly:
Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installation/specifications).
Weldment comprised of formed 7/8" O.D. x 11 GA (.120") and 1/4" x 1 3/4" steel half clamps.
Finish: Powdercoat, brown in color and then TenderTuff, brown in color.
Cast aluminum. Finish: Powdercoat, color specified.
Weldment comprised of 1.125" O.D. 11 GA (. 120") steel tubing with 203 or 303 stainless steel
inserts, with 5/8" internal thread. Finish: Tendertuff, color specified.
Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installatiodspecifications).
Cast aluminum. Finish: Powdercoat, color specified.
Two color panel measures 35 5/8" wide x 41" high, color specified.
Solid color permalene, color specified.
12" diameter cast 3 19.1 aluminum alloy. Shaft-303 stainless steel. Finish: TenderTuff, color
specified.
Weldment comprised of formed 3/16" plate and 5/8" O.D. shaft. Finish: Powdercoat, color
specified.
Aluminum alloy 6061-T6. Finish: Powdercoat, white in color.
Weldment comprised of .190" thick 5052 aluminum formed angle with (2) 6061-T6 aluminum
threaded tubes 1 1/8" O.D. x 1 1/2" long. Finish: Powdercoat, color specified.
Made from 6061-T6 aluminum 7/8" O.D. x 1 11/16". Finish: Powdercoat, color specified.
Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installatiodspecifications).
Cast aluminum. Finish: Powdercoat, color specified.
Page 9 of 16
115231A - Tic-Tac-Toe Panel, Yellow Discs Onlv
Permalene Panel: Solid color panel measures 35 5/8" wide x 41" high, color specified.
Tic Tac Toe Blocks: Rotationally molded from U.V. stabilized linear low density polyethylene, tan in color with brown
molded-in symbols.
Tic Tac Toe Bracket: Formed from .125" thick 5052 aluminum. Finish: Powdercoat, color specified.
Shafts: Fabricated from 1/2" diameter stainless steel with ends tapped 5/16" 18UNC-2B.
Angled Panel Bracket: Weldment comprised of. 190" thick 5052 aluminum formed angle with (2) 6061-T6 aluminum
threaded tubes 1 1/8" O.D. x 1 1/2" long. Finish: Powdercoat, color specified.
Spacer Tube: Made from 6061-T6 aluminum 7/8" O.D. x 1 11/16". Finish: Powdercoat, color specified.
Fasteners: Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installation/specifications).
,.-- jffset Hanger Clamp Assembly: Cast aluminum. Finish: Powdercoat, color specified.
115227A - ZooPanel
Permalene Panel: Solid color panel measures 35 5/8" wide x 41" high, color specified.
Angled Panel Bracket: Weldment comprised of. 190 thick 5052 aluminum formed angle with (2) 6061-T6 aluminum
threaded tubes 1 1/8" O.D. x 1 1/2" long. Finish: Powdercoat, color specified.
Spacer Tube: Made from 6061-T6 aluminum 7/8" O.D. x 1 11/16". Finish: Powdercoat, color specified.
Fasteners: Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installationkpecifications).
Offset Hanger Clamp Assembly: Cast aluminum. Finish: Powdercoat, color specified.
123331B - Double Polv Slide 40"- 48" Deck
Slide: Rotationally molded from U.V. stabilized linear low density polyethylene, color specified.
Hood: Rotationally molded from U.V. stabilized linear low density polyethylene, color specified.
Rail Spacer: -
ail:
Fabricated from 1.3125" O.D. x 16 GA (.065") steel tubing. Finish: Powdercoat, color specified.
Extruded from 1.125" O.D. x .312" W. 6061-T6 aluminum. Finish: Powdercoat, color specified.
Page 10 of 16
,-
Exit Support:
Fasteners:
Weldment comprised of 2.375" O.D. RS-20 (.095" - .105") galvanized steel tubing and 1/4" x 3"
mounting plate. Finish: Powdercoat, color specified.
Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installation/specifications).
offset Hanger Clamp Assembly: Cast aluminum. Finish: Powdercoat, color specified.
123336A - Double Wave Poly Slide 48" - 56" Deck
Slide: Rotationally molded from U.V. stabilized linear low density polyethylene, color specified.
Hood:
Rail:
Rotationally molded from U.V. stabilized linear low density polyethylene, color specified.
Extruded from 1.125" O.D. x .312" W. 6061-T6 aluminum. Finish: Powdercoat, color specified.
Rail Spacer: Fabricated from 1.3125" O.D. x 16 GA (.065") steel tubing. Finish: Powdercoat, color specified.
--Mid-Support:
Exit Support:
Fasteners:
Weldment comprised of 1.660" O.D. RS-20 (.085" - .0!35") galvanized steel tubing and 114" x 3"
zinc plated flat steel. Finish: Powdercoat, color specified.
Weldment comprised of 2.375" O.D. RS-20 (.095" - .lO5") galvanized steel tubing and 1/4" x 3"
mounting plate. Finish: Powdercoat, color specified.
Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installatiodspecifications).
Offset Hanger Clamp Assembly: Cast aluminum. Finish: Powdercoat, color specified.
1248633 - Sidewinder2 72" Deck
Slide Sections: Rotationally molded from U.V. stabilized linear low density polyethylene, color specified.
Rail: 1 1/8" O.D. 6061-T6 aluminum extrusion with 5/16" walls. Finish: Powdercoat, color specified.
Mid-Support:
Support Base (SM):
Exit Footer:
_-
isteners:
Weldment comprised of 1.900'' O.D. RS-20 (.090" - .loo") galvanized steel tubing and 3/16" x 1
1/4" zinc plated steel strap. Finish: Powdercoat, color specified.
Weldment comprised of 1.660" O.D. RS-20 (.085" - .095") galvanized steel tubing and 114" x 3" x
8" mounting plate. Finish: Powdercoat, color specified.
Weldment comprised of 2.375" O.D. RS-20 (.095" - ,105'') galvanized steel tubing and 1/4" x 3" x
7 1/2" mounting plate. Finish: Powdercoat, color specified.
Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installation/specifications).
Page 1 1 of 16
.-
Offset Hanger Clamp Assembly: Cast aluminum. Finish: Powdercoat, color specified.
123283C - Chain Ladders 64"-72" Deck
Ladder:
Support (DB):
Fabricated from 7/8" O.D. 18 GA (.048") zinc plated tubing, crimped and formed around 410
plated chain. Finish: TenderTuff, color specified.
Weldment comprised of 1.900'' O.D. RS-20 (.WO - .lOO") galvanized steel tubing and 11 GA
(.120") x 4" x 30 zinc plated steel strap. Finish: Powdercoat, brown in color.
Handhold Panel: Solid color permalene with 3/4" x I 1/8" handholds, color specified.
Spacer Tube: Made from 6061-T6 aluminum 7/8" O.D. x 1 11/16". Finish: Powdercoat, color specified.
Fasteners: Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installatiodspecifications).
L
ffset Hanger Clamp Assembly: Cast aluminum. Finish: Powdercoat, color specified.
116247A - Permalene Panel Vertical Ladders, Deck To Deck Or Deck To Ground 24" Deck Difference
HandholdPanelNertical Ladder: Solid color permalene, color specified.
Spacer Tube: Made from 6061-T6 aluminum 7/8" O.D. x 1 11/16". Finish: Powdercoat, color specified.
Fasteners: Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installatiodspecifications).
Offset Hanger Clamp Assembly: Cast aluminum. Finish: Powdercoat, color specified.
123284C - Wiggle Ladders 48" Deck
Chain: 4/0 Chain zinc plated. Finish: TenderTuff, color specified.
Rail: Fabricated from 13/16" diameter x 27 15/16" long CRS solid bar stock with both ends tapped 3/8".
Finish: Tendeff uff, color Specified.
support: Fabricated from 1.315" O.D. RS-20 (.080" - .090") galvanized steel tubing.
Handhold Panel:
_L
nteners:
Solid color permalene with 3/4" x 1 1/8" handholds, color specified.
Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installatiodspecifications).
Page 12 of 16
.-
Spacer Tube: Made from 6061-T6 aluminum 7/8" O.D. x 1 11/16". Finish: Powdercoat, color specified.
Offset Hanger Clamp Assembly: Cast aluminum. Finish: Powdercoat, color specified.
111353A - Track Ride, 123". No SUDDO& w/ (2) Crossovers, Max. 16" Decks
Beam: Extruded from 6061-T6 aluminum alloy. Finish: Powdercoat, color specified.
Trolley Assembly:
Fasteners:
Steel body with a 7/8" O.D. x .120" W steel tubing handle assembly. Four urethane roller skate
wheels and tivar guide block. Completely assembled. Steel Body Finish: TenderTuff, brown in
color.
Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installatiodspecifications).
Half Clamp: Cast aluminum. Finish: Powdercoat, color specified.
x
-11357A - Chinninp Bar, (1) Aluminum Post
Rail: Weldment comprised of 1.125" O.D. x 11 GA (.120") steel tubing with 203 or 303 stainless steel
518'' threaded inserts. Finish: TenderTuff, color specified.
Fasteners: Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installation/specifications).
Post: See PlayBooster (PB) General Specifications.
Offset Hanger Clamp Assembly: Cast aluminum. Finish: Powdercoat, color specified.
115375B - Deck to Deck Stem wmarrier, 3 stem
Step Sections/Top Step Section:
Barrier:
Fasteners:
_I.
Offset Hanger Clamp Assembly:
Formed from 12 GA (.105") sheet steel conforming to ASTM A569. Surface is perforated with
1/4" diameter holes. Finish: TenderTuff, brown in color.
Weldment comprised of 98" solid steel vertical rails and 1 1/8" O.D. x 11 GA (. 120") steel
horizontal rails top and bottom. Measures 45" wide x 40" high. Finish: TenderTuff, color specified.
Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installation/specifications).
Cast aluminum. Finish: Powdercoat, color specified.
Page 13 of 16
123393B - Firemle 48" - 56" Deck
Firepole: Formed from 1.900" O.D. (.W" - .loo'') galvanized steel tubing. Finish: Powdercoat, color
specified.
Formed Overhead Rail: Formed from 1.315" O.D. RS-20 (.OS0 - .090) galvanized steel tubing. Finish: Powdercoat, color
specified.
Handhold Panel: Solid color permalene with 3/4" x 1 1/8" handholds, color specified.
Fasteners: Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installatiodspecifications).
Offset Hanger Clamp Assembly: Cast aluminum. Finish: Powdercoat, color specified.
120902A - Handholdhe Lift, TenderTuff Coated Brown
c steners: Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installatiodspecifications).
Half Clamp: Cast aluminum. Finish: Powdercoat, color specified.
Hand Hold: Weldment comprised of formed 7/8" O.D. x 11 GA (.120) and 1/4" x 1 3/4" steel half clamps.
Finish: TenderTuff, brown in color.
124795H - 5000 Series Belt Swings 8' High Beam, 4 Place, T-Tuff Chain. Powdercoated
Beam:
Legs:
Swing Hanger:
Yoke Clamps:
Fabricated from 2.375" O.D. RS-40 (. 130" - .140") galvanized steel tubing. Finish: Powdercoat,
color specified.
Fabricated from formed 2.375" O.D. RS-40 (.130" - .140") galvanized steel tubing. Optional -
Finish: Powdercoat, color specified.
Made from galvanized malleable iron hanger with oil impregnated bearings.
Cast from 535.2 almag. Finish: Powdercoat, color specified.
Chain Spacer: Made from white nylon measuring .080" x .785" O.D..
Chain: Steel 4/0 straight link chain, 670 Ib. working load limit. Finish: TenderTuff, color specified.
delt Seat: Molded from W stabilized black EPDM rubber encapsulating a weldment comprised of a 22 GA
(.029") spring stainless steel sheet and (4) .I05 thick stainless steel washers. The belt seat elliptical
shape measures 7" wide x 26" long x .700" thick.
Page 14 of 16
Bolt Link: Drop forged carbon steel, heat treated and zinc plated.
Double Clevis: Made from drop forged carbon steel, heat treated and zinc plated.
Fasteners: Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installatiodspecifications).
120818A - Plavstructure Seat (Not Shown)
Seat:
Fasteners:
Flange formed from 11 GA (.120) sheet steel. Seating surface is perforated with 5/16" diameter
holes. Finish: TenderTuff, brown in color.
Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installatiodspecifications).
Deck Hanger Clamp Assembly: Cast aluminum. Finish: Powdercoat, color specified.
<.-
-30055A - Full Bucket Seat, Order Chain Separately
Full Bucket Seat: Made of U.V. stabilized high-quality black rubber encapsulating a 24 GA (.024") stainless steel
reinforcement plate. Handles cast from 356-T6 aluminum alloy with a 60 durometer black
neoprene grip placed over handles. Handles attach to seat with (3) 1/4" x 1 5/16" long stainless
steel rivets. The full bucket measures 9" deep x 10 1/2" wide.
100106A - Ape Appropriate Sign, (2-Color Pennalene) w/PlavShaper Posts, 5 -- 12 Years
Sign Panel:
Post:
Two color panel measures 19-1/2" wide x 27-3/4" high, color specified.
See Playshaper (PS) General Specifications.
Fasteners:
Warranty:
Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installatiodspecifications).
We Can Offer the Best Warranty in the Industry Because We Don't cut Comers on Quality
Landscape Structures Inc. warrants that all Playstructures and/or equipment sold will conform in
kind and quality to the specifications set forth in the specifications manual for the products
identified in the Acknowledgement of Order and will be free of defects in manufacturing and
material. As a further indication of our quality, Landscape Structures provides:
Page 15 of 16
c
100-Year Limited Warranty for all aluminum posts, clamps, beams and caps, against structural failure due to corrosiodnatural
deterioration or manufacturing defects. This warranty does not include any cosmetic issues or
wear and tear from normal use.
15-Year Limited Warranty for all plastic and steel components, including Tufff imbersTM, against
structural failure due to corrosiodnatural deterioration or manufacturing defects. This warranty
does not include any cosmetic issues or wear and tear from normal use.
TenderTuffR-coating against structural failure due to natural deterioration or manufacturing
defects. This warranty does not include any cosmetic issues or wear and tear from normal use.
TuffhrfR against material or manufacturing defects when properly installed. This warranty does
not include any cosmetic issues or wear and tear from normal use.
3-Year Limited Warranty for all other parts, ie: CableCoreTM Products, Swing seats and hangers; Track ride trolleys and bumpers; all
rocking equipment, etc. against failure due to corrosiodnatural deterioration or manufacturing
defects. This warranty does not include any cosmetic issues or wear and tear from normal use.
,-
The warranty stated above is valid only if the Playstructures andor equipment are erected in
conformance with Landscape Structures' installation instructions and maintained according to the
maintenance procedures furnished by Landscape Structures Inc. For a full text of the warranty,
contact your local sales representative.
Page 16 of 16
I
Cannon Park
Material Specifications
Quote: 8 136A2-4
3/ 1 1 /2002
General Specifications: Material: All materials shall be structurally sound and suitable for safe play. Durability shall be
ensured on all steel parts by the use of time-tested coatings such as zinc plating, zinc-nickel
plating, powdercoating, TenderTuff-coating, etc. Colors shall be specified.
Fasteners: Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel
(SST) per ASTM F 879 unless otherwise indicated (see specific product
installatiodspecifications). All primary fasteners shall include a locking patch type material that
will meet the minimum torque requirements of IFI-125. Manufacturer to provide special tools for
pinned hex fasteners.
TenderTuff-Coating: All metal components to be TenderTuff-coated shall be thoroughly cleaned
in a hot phosphatizing pressure washer, then primed with a clear acrylic thermosetting solution.
Primed parts shall be preheated prior to dipping in U.V. stabilized, liquid poly vinyl chloride, then
salt cured at approximately 400 degrees. The finished coating shall be approximately .080' +/-
.020" thick at an 85 durometer hardness and have a matte finish. Four standard colors are
available.
Polyester Powdercoating: All metal components to be powdercoated shall be free of excess weld
and spatter. Parts shall be thoroughly cleaned in a 6-Stage Pretreatment system with a hot
phosphatizing bath and a non-chrome seal for corrosion resistance, then thoroughly dried.
Powdercoating shall be electrostatically applied and oven cured at 350 degrees. Average
thickness: .004".
Super Durable TGIC polyester powder shall be specially formulated for optimum U.V. stability
and glossiness and shall meet or exceed ASTM Standards for:
Adhesion (D-3359B)
Hardness (D-3363)
Impact (D-2794)
Salt Spray resistance (B-117)
Paint Line shall employ a "checkered" adhesion test daily.
Fifteen standard colors are available.
Decks: All Tenderdecks shall be of modular design and have 5/16" diameter holes on the standing
surface. There shall be (4) slots in each face to accommodate face mounting of components.
Tenderdecks shall be manufactured from a single piece of low carbon 12 GA (.105") sheet steel
conforming to ASTM specification A-569. The sheet shall be perforated then flanged formed and
reinforced as necessary to ensure structural integrity. The unit shall then be TenderTuff-coated
brown only. Tenderdecks shall be designed so that all sides are flush with the outside edge of the
supporting posts.
Page 1 of 6
c
I
Rotationally Molded Poly Parts: These parts shall be molded using prime compounded linear low-
density polyethylene with a tensile strength of 2500 psi per ASTM D638 and with color and UV-
stabilizing additives. Wall thickness varies by product from .187" (3/16") to .3 12" (5/16"). Four
standard colors are available.
Permalene Parts: These parts shall be manufactured from 314'' thick high-density polyethylene that
has been specially formulated for optimum U.V. stability and color retention. Products shall meet
or exceed density of .933 G/cc per ASTM D1505, tensile strength of 2400 PSI per ASTM D638.
Five standard solid colors are available. Some Permalene parts are available in a two-color product
with (2) .070" thick exterior layers over a .610" interior core of a contrasting color. Eight standard
two-color options are available.
Footings: Unless otherwise specified, the bury on all footings shall be 34" below Finished Grade
(FG) on all in-ground play eventdposts. Other types of anchoring are available upon request.
. . B) General Specifications: Posts: Post length shall vary depending upon the intended use and shall be a minimum of 42"
above the deck height. All posts shall be powdercoated to specified color. All posts shall have a
"finished grade marker" positioned on the post identifying the 34" bury line required for correct
installation and the top of the loose fill protective surfacing. Top caps for posts shall be aluminum
die cast from 369.1 alloy and powdercoated to match the post color. All caps shall be factory
installed and secured in place with (3) self sealing rivets. A molded low-density polyethylene cap,
with drain holes, shall be pressed onto the bottom end of the post to increase the footing area.
Steel Posts: All steel PlayBooster posts are manufactured from 5" O.D. tubing with a wall thickness of .120" and shall be galvanized
after rolling and shall have both the I.D. and the cut ends sprayed with a corrosion resistant
coating.
Steel Post Mechanical Properties:
Yield Strength (min): 50,000 PSI
Tensile Strength (min): 55,000 PSI
% Elongation in 2 inches: 25
Modulus of Elasticity: 29.5 x 106 PSI
Aluminum Posts: All aluminum PlayBooster posts are manufactured from 6005-T5 extruded tubing conforming to ASTM B-221.
Posts shall have a 5" outside diameter with a .125" wall thickness.
Aluminum Post Mechanical Properties:
Yield Strength (min): 35,000 PSI
Tensile Strength (min): 38,000 PSI
% Elongation in 2 inches: 10
Modulus of Elasticity: 10 x 106 PSI
Page 2 of 6
Arch Posts: Aluminum arch posts shall be manufactured from 6005-T5 alloy. The arch shall be formed to a 21" center line radius to
complement the 42" center to center module. The arch shall be of one continuous piece
construction. There shall be no welds or additional pieces mechanically fastened to manufacture
the arch. Each arch shall be designed to provide a minimum of 90 1/2" clear span from the deck to
the inside of the arch at the radius peak. Arches shall be powdercoated to a specified color.
Clamps: All clamps, unless otherwise noted, shall be die cast using a 369.1 aluminum alloy and have the following mechanical
properties:
Ultimate Tensile: 47,000 PSI
Yield Strength: 28,000 PSI
Elongation: 7% in 2 inches
Shear Strength: 29,000 PSI
Endurance Limit: 20,000 PSI
Each functional clamp assembly shall have an appropriate number of half clamps and shall be fastened to mating parts with (2) 3/8" x
1 1/8" hex-pin cap screws (SST) and (2) stainless steel (SST) recessed "T" nuts. A 1/4" aluminum
drive rivet wktainless steel pin is used to insure a secure fit to the post.
PlayBooster clamps have three functional applications and shall be named as follows:
- 1 .) Offset hanger clamp assembly.
2.) Deck hanger clamp assembly.
3.) Hanger clamp assembly.
(PB) General Specifications: Posts: Post length shall vary depending upon the intended use and shall be a minimum of 42"
above the deck height. All posts shall be powdercoated to specified color. All posts shall have a
"finished grade marker" positioned on the post identifying the 34" bury line required for correct
installation and the top of the loose fill protective surfacing. Top caps for posts shall be aluminum
die cast from 369.1 alloy and powdercoated to match the post color. All caps shall be factory
installed and secured in place with (3) self sealing rivets. A molded low density polyethylene cap,
with drain holes, shall be pressed onto the bottom end of the post to increase the footing area.
Steel Posts: All steel PlayBooster posts are manufactured from 5" O.D. tubing with a wall thickness of. 120" and shall be galvanized
after rolling and shall have both the I.D. and the cut ends sprayed with a corrosion resistant
coating.
Steel Post Mechanical Properties:
Yield Strength (min): 50,000 PSI
Tensile Strength (min): 55,000 PSI
% Elongation in 2 inches: 25
Modulas of Elasticity: 29.5 x 106 PSI
Aluminum Posts: All aluminum PlayBooster posts are manufactured from 6061-T6 extruded tubing conforming to ASTM B-221 and
QQ-A-20018. Posts shall have a 5" outside diameter with a .125" wall thickness.
Aluminum Post Mechanical Properties:
Yield Strength (min): 35,000 PSI
Tensile Strength (min): 38,000 PSI
% Elongation in 2 inches: 10
Modulas of Elasticity: 10 x 106 PSI
Page 3 of 6
Arch Posts: Aluminum arch posts shall be manufactured from 6061-T6 alloy. The arch shall be formed to a 21" centerline radius to
complement the 42" center to center module. The arch shall be of one continuous piece
construction. There shall be no welds or additional pieces mechanically fastened to manufacture
the arch. Each arch shall be designed to provide a minimum of 82 1/2" clear span from the deck to
the inside of the arch at the radius peak. Arches shall be powdercoated to a specified color.
Clamps: All clamps, unless otherwise noted, shall be die cast using a 369.1 aluminum alloy and have the following mechanical
properties:
Ultimate Tensile: 47,000 PSI
Yield Strength: 28,000 PSI
Elongation: 7% in 2 inches
Shear Strength: 29,000 PSI
Endurance Limit: 20,000 PSI
Each functional clamp assembly shall have an appropriate number of half clamps and shall be fastened to mating parts with (2) 318" x
1 1/8" hex-pin cap screws (SST) and (2) zinchickel plated carbon steel recessed "T" nuts. A 1/4"
aluminum drive rivet wlstainless steel pin is used to insure a secure fit to the post.
PlayBooster clamps have three functional applications and shall be named as follows:
1 .) Offset hanger clamp assembly.
2.) Deck hanger clamp assembly.
3.) Hanger clamp assembly.
PlayOdyssey General Specifications: Structural Frame: Post length of the double laddedcentral column shall vary depending
upon the deck height and shall be flush with the bottom of a deck infill or a minimum of 46"
above the deck height. All posts shall be powdercoated to specified color. All posts shall have a
"finished grade marker" positioned on the post identifying the 60" bury line required for correct
installation and the top of the loose fill protective surfacing. Post caps shall be aluminum die cast
from 369.1 alloy and powdercoated to match the post color. All caps shall be factory installed and
secured in place with (3) self sealing rivets. A molded low-density polyethylene cap, with drain
holes, shall be pressed onto the bottom end of the ladder posts to increase the footing area.
Ladders are bolted together below grade to act as a single column for installation purposes. The
deck support weldmentdarms are comprised of 5/16" (.312") steel conforming to 1010 steel per
ASTM A635 and welded to a 52" steel post. Arms are secured to each ladder post with (4) 518" x
1 1/2" hex-pin cap screws thru (2) 1/4" flanges.
Steel Posts: All steel PlayOdyssey posts are manufactured from 5" O.D. tubing with a wall thickness of. 120 and shall be galvanized
after rolling and shall have both the I.D. and the cut ends sprayed with a corrosion resistant
coating.
Steel Post Mechanical Properties:
Yield Strength (min): 50,000 PSI
Tensile Strength (min): 55,000 PSI
% Elongation in 2 inches: 25
Modulus of Elasticity: 29.5 x 106 PSI
Optional Aluminum Roof Posts: All formed aluminum PlayOdyssey roof posts are manufactured
from 6005-T5 extruded tubing conforming to ASTM B-221. Posts shall have a 5" outside diameter
Page 4 of 6
with a .125" wall thickness. Post sleeve shall have 4.675" outside diameter with a .150" wall
thickness. Post cap shall be aluminum die cast from 369.1 alloy and powdercoated to match the
post color. All caps shall be factory installed and secured in place with (3) self sealing rivets.
Aluminum Post Mechanical Properties:
Yield Strength (min): 35,000 PSI
Tensile Strength (min): 38,000 PSI
% Elongation in 2 inches: 10
Modulus of Elasticity: 10 x 106 PSI
Clamps: All clamps, unless otherwise noted, shall be die cast using a 369.1 aluminum alloy and have the following mechanical
properties:
Ultimate Tensile: 47,000 PSI
Yield Strength: 28,000 PSI
Elongation: 7% in 2 inches
Shear Strength: 29,000 PSI
Endurance Limit: 20,000 PSI
Each PlayOdyssey offset hanger clamp shall have an appropriate number of half clamps and shall be fastened to mating parts with (2)
3/8" x 1 1/8" hex-pin cap screws (SST) and (2) stainless steel (SST) recessed "T" nuts. A 1/4"
aluminum drive rivet w/stainless steel pin is used to insure a secure fit to the post. -
1114045 - Posts For Decks 76"/Ground Level
Post: See PlayBooster (PB) General Specifications.
Warranty: We Can Offer the Best Warranty in the Industry Because We Don't cut Corners on Quality
Landscape Structures Inc. warrants that all Playstructures and/or equipment sold will conform in
kind and quality to the specifications set forth in the specifications manual for the products
identified in the Acknowledgement of Order and will be free of defects in manufacturing and
material. As a further indication of our quality, Landscape Structures provides:
100-Year Limited Warranty for all aluminum posts, clamps, beams and caps, against structural failure due to corrosiordnatural
deterioration or manufacturing defects. This warranty does not include any cosmetic issues or
wear and tear from normal use.
15-Year Limited Warranty for all plastic and steel components, including Tufff imbersTM, against
structural failure due to corrosionhatural deterioration or manufacturing defects. This warranty
does not include any cosmetic issues or wear and tear from normal use.
TenderTuffR-coating against structural failure due to natural deterioration or manufacturing
defects. This warranty does not include any cosmetic issues or wear and tear from normal use. .-
TuffTurfR against material or manufacturing defects when properly installed. This warranty does
not include any cosmetic issues or wear and tear from normal use.
Page 5 of 6
3-Year Limited Warranty for all other parts, ie: CableCoreTM Products, Swing seats and hangers; Track ride trolleys and bumpers; all
rocking equipment, etc. against failure due to corrosionlnatural deterioration or manufacturing
defects. This warranty does not include any cosmetic issues or wear and tear from normal use.
The warranty stated above is valid only if the Playstructures andor equipment are erected in
conformance with Landscape Structures' installation instructions and maintained according to the
maintenance procedures furnished by Landscape Structures Inc. For a full text of the warranty,
contact your local sales representative.
Page 6 of 6
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Kruger House
Material Specifications
Quote: 13395-1
3/11/2002
General Specifications: Material: All materials shall be structurally sound and suitable for safe play. Durability shall be
ensured on all steel parts by the use of time-tested coatings such as zinc plating, zinc-nickel
plating, powdercoating, TenderTuff-coating, etc. Colors shall be specified.
Fasteners: Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel
(SST) per ASTM F 879 unless otherwise indicated (see specific product
installatiodspecifications). All primary fasteners shall include a locking patch type material that
will meet the minimum torque requirements of IFI-125. Manufacturer to provide special tools for
pinned hex fasteners.
TenderTuff-Coating: All metal components to be TenderTuff-coated shall be thoroughly cleaned
in a hot phosphatizing pressure washer, then primed with a clear acrylic thermosetting solution.
Primed parts shall be preheated prior to dipping in U.V. stabilized, liquid poly vinyl chloride, then
salt cured at approximately 400 degrees. The finished coating shall be approximately .080" +/-
.020" thick at an 85 durometer hardness and have a matte finish. Four standard colors are
available.
Polyester Powdercoating: All metal components to be powdercoated shall be free of excess weld
and spatter. Parts shall be thoroughly cleaned in a 6-Stage Pretreatment system with a hot
phosphatizing bath and a non-chrome seal for corrosion resistance, then thoroughly dried.
Powdercoating shall be electrostatically applied and oven cured at 350 degrees. Average
thickness: .004".
Super Durable TGIC polyester powder shall be specially formulated for optimum U.V. stability
and glossiness and shall meet or exceed ASTM Standards for:
Adhesion (D-3 359B)
Hardness (D-3363)
Impact (D-2794)
Salt Spray resistance (B-117)
Paint Line shall employ a "checkered" adhesion test daily.
Fifteen standard colors are available.
Decks: All Tenderdecks shall be of modular design and have 5/16" diameter holes on the standing
surface. There shall be (4) slots in each face to accommodate face mounting of components.
Tenderdecks shall be manufactured from a single piece of low carbon 12 GA (.l05") sheet steel
conforming to ASTM specification A-569. The sheet shall be perforated then flanged formed and
reinforced as necessary to ensure structural integrity. The unit shall then be TenderTuff-coated
brown only. Tenderdecks shall be designed so that all sides are flush with the outside edge of the
supporting posts.
Page 1 of 6
Rotationally Molded Poly Parts: These parts shall be molded using prime compounded linear low-
density polyethylene with a tensile strength of 2500 psi per ASTM D638 and with color and UV-
stabilizing additives. Wall thickness varies by product from .187" (3/16") to .312" (5/16"). Four
standard colors are available.
Permalene Parts: These parts shall be manufactured from 3/4" thick high-density polyethylene that
has been specially formulated for optimum U.V. stability and color retention. Products shall meet
or exceed density of .933 G/cc per ASTM D1505, tensile strength of 2400 PSI per ASTM D638.
Five standard solid colors are available. Some Permalene parts are available in a two-color product
with (2) .070" thick exterior layers over a .610" interior core of a contrasting color. Eight standard
two-color options are available.
Footings: Unless otherwise specified, the bury on all footings shall be 34" below Finished Grade
(FG) on all in-ground play events/posts. Other types of anchoring are available upon request.
_-
(PS) General Specifications: Posts: 2 3/8" square aluminum posts shall have a minimum wall thickness of .125" and be
extruded of 6061-T6 aluminum alloy and have rounded corners and ribbed faces for maximum
safety. A cast aluminum top cap shall be installed at the factory with stainless steel knurled
spacers and aluminum drive rivets. Flanges for panels and deck supports shall be extruded of
6061-T6 aluminum alloy and slide into slots extruded in posts. Flanges and deck supports shall be
attached in the factory with stainless steel knurled spacers and aluminum drive rivets. All direct
bury posts shall have a "finished grade marker" positioned on the post identifying the 34" bury
line and the top of the required surfacing. A molded low-density polyethylene cap, with drain
holes, shall be pressed onto the bottom end of the post to increase the footing area. Posts shall
have a post number sticker for installation purposes. All surface mount posts shall be continuously
welded to a 1/4" x 6" square 6061-T6 aluminum surface mount plate and allow for 2" of protective
surfacing. Posts shall be powdercoated to a specified color.
Aluminum Post Mechanical Properties:
Yield Strength (min): 35,000 PSI
Tensile Strength (min): 38,000 PSI
% Elongation in 2 inches: 10
Modulus of Elasticity: 10 x 106 PSI
Arch Posts: Arch posts shall have the same shape as the posts and be extruded from 6063-T4
aluminum alloy. Roof support flanges shall be of the same shape and material as the panel flanges.
Arch shall be formed in a 180 degree arc on a 21" center line radius. Arches shall be secured to
standard length posts with solid aluminum sleeves that are tapped to receive (16) 3/8" x 5/8" hex-
pin cap screws per arch. Arch posts shall be powdercoated to a specified color.
--S) General Specifications: Posts: 2 3/8" square aluminum posts shall have a minimum wall thickness of .125" and be
extruded of 6061-T6 aluminum alloy and have rounded corners and ribbed faces for maximum
safety. A cast aluminum top cap shall be installed at the factory with stainless steel knurled
Page 2 of 6
.-
spacers and aluminum drive rivets. Flanges for panels and deck supports shall be extruded of
6061-T6 aluminum alloy and slide into slots extruded in posts. Flanges & deck supports shall be
attached in the factory with stainless steel knurled spacers and aluminum drive rivets. All direct
bury posts shall have a "finished grade marker" positioned on the post identifying the 34" bury
line and the top of the required surfacing. A molded low-density polyethylene cap, with drain
holes, shall be pressed onto the bottom end of the post to increase the footing area. Posts shall
have a post number sticker for installation purposes. All surface mount posts shall be continuously
welded to a 1/4" x 6" square 6061-T6 aluminum surface mount plate and allow for 2" of protective
surfacing. Posts shall be powdercoated to a specified color.
Aluminum Post Mechanical Properties:
Yield Strength (min): 35,000 PSI
Tensile Strength (min): 38,OOOPSI
% Elongation in 2 inches: 10
Modulas of Elasticity: 10 x 106 PSI
Arch Posts: Arch posts shall have the same shape as the posts and be extruded from 6063-T4
aluminum alloy. Roof support flanges shall be of the same shape and material as the panel flanges.
Arch shall be formed in a 180 degree arc on a 21" centerline radius. Arches shall be secured to
standard length posts with solid aluminum sleeves that are tapped to receive (16) 3/8" x 5/8"
standard fasteners per arch. Arch posts shall be powdercoated to a specified color. _-
J1397B - Posts For Decks 114"/48" DecWSlideWinder Off 40" Deck
Post: See PlayShaper (PS) General Specifications.
111397C - Posts For Decks 106"/40" DecWSlideWinder Off 32" Deck
Post: See PlayShaper (PS) General Specifications.
134973B - Transfer Module, Brown Deck Only To 40" Deck, Curved. Left or Right Ster,
Deck:
Railings:
Infill Panel:
Step SectiondTop Step Section:
----
xk Support:
Flange formed from 12 GA (.105") sheet steel conforming to ASTM A569. Standing surface is
perforated with 5/16" diameter holes and measures 29" per (2) sides. Finish: TenderTuff, brown in
color.
Weldment comprised of formed 1 1/8" O.D. x 11 GA (.120") steel tubing with 203 or 303 stainless
steel threaded inserts. Finish: TenderTuff, color specified.
Solid color panel measures 7 98" wide x 30" high, color specified.
Formed from 12 GA (.105") sheet steel conforming to ASTM A569. Standing surface is 24 3/8"
wide x 14" deep and is perforated with 5/16" diameter holes. Finish: TenderTuff, brown in color.
Weldment comprised of 3 1/2" O.D. RS-20 (.125") galvanized steel tubing and 3/8" O.D. x 5"
long CRS rod. Finish: Powdercoat, brown in color.
Page 3 of 6
c
Fasteners: Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installationlspecifications).
111237A - Sauare Tenderdeck. Brown Only
Square Deck:
Fasteners:
Range formed from 12 GA (.105") sheet steel conforming to ASTM A569. Standing surface is
perforated with 5/16" diameter holes. Deck face has (4) slotted holes for face mounting
components. The finished size measures 2 5/8" x 44 318" x 44 318". Finish: TenderTuff, brown in
color.
Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installationlspecifications).
111239A - Sauare Tenderdeck Extension, Brown Only
.-Square Deck Extension: Flange formed from 12 GA (.105") sheet steel conforming to ASTM A569. Standing surface is
perforated with 5/16" diameter holes. Deck face has (4) slotted holes for face mounting
components. The finished size measures 2 5/8" x 42" x 44 3/8". Finish: TenderTuff, brown in
color.
Fasteners: Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installationlspecifications).
111288A - Driver Panel, (1") Learning Wall Panels
Permalene Panel:
Hub:
Two color panel measures 39 1/2" wide x 30 3/4" high, color specified.
Solid color permalene, color specified.
Wheel:
Wheel Bracket:
12" diameter cast 3 19.1 aluminum alloy. Shaft-303 stainless steel. Finish: TenderTuff, color
specified.
Weldment comprised of formed 3/16" plate and 38" O.D. shaft. Finish: Powdercoat, color
specified.
Steering Wheel Cap: Aluminum alloy 6061-T6. Finish: Powdercoat, white in color.
Fasteners: Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installationlspecifications).
117946A - Wire Barriers Short (Sa., Corner and Extension Decks)
Page 4 of 6
Barrier:
Fasteners:
Weldment comprised of 5/8" solid steel vertical rails, 1 1/8" O.D. steel horizontal rails with 203 or
303 stainless steel welded inserts with 5/8" internal threads, and 1/4" diameter wire. Barrier
measures 39 1/2" wide x 30 3/4" high. Finish: TenderTuff, color specified.
Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installatiodspecifications).
132155B - Double Polv Slides 40"-48" Deck
Slide: Rotationally molded from U.V. stabilized linear low density polyethylene, color specified.
Hood: Rotationally molded from U.V. stabilized linear low density polyethylene, color specified.
Rail: Extruded from 1.125" O.D. x .312" W. 6061-T6 aluminum. Finish: Powdercoat, color specified.
Rail Spacer:
-6xit Support:
Fabricated from 1.3125" O.D. x 16 GA (.065") steel tubing. Finish: Powdercoat, color specified.
Weldment comprised of 2.375" O.D. RS-20 (.095" - .lOS') galvanized steel tubing and 114'' x 3"
mounting plate. Finish: Powdercoat, color specified.
Offset Bolt Bracket: Cast from 535 almag. Finish: Powdercoat, color Specified.
Fasteners: Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installatiodspecifications).
111364A - Loor, Ladder, 40" Or 48" Deck
Loop Ladder: Weldment comprised of 1.125" O.D. x 11 GA (.120) black steel tubing. Finish: TenderTuff, color
specified.
Handhold Panel: Solid color permalene with 3/4" x 1 1/8" handholds, color specified.
Fasteners: Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installatiodspecifications).
Warranty: We Can Offer the Best Warranty in the Industry Because We Don't cut Comers on Quality
.-
Landscape Structures Inc. warrants that all Playstructures and/or equipment sold will conform in
kind and quality to the specifications set forth in the specifications manual for the products
identified in the Acknowledgement of Order and will be free of defects in manufacturing and
material. As a further indication of our quality, Landscape Structures provides:
Page 5 of 6
100-Year Limited Warranty for all aluminum posts, clamps, beams and caps, against structural failure due to corrosiodnatural
deterioration or manufacturing defects. This warranty does not include any cosmetic issues or
wear and tear from normal use.
15-Year Limited Warranty for all plastic and steel components, including Tufff imbersTM, against
structural failure due to corrosiodnatural deterioration or manufacturing defects. This warranty
does not include any cosmetic issues or wear and tear from normal use.
TenderTuffR-coating against structural failure due to natural deterioration or manufacturing
defects. This warranty does not include any cosmetic issues or wear and tear from normal use.
TuffTurfR against material or manufacturing defects when properly installed. This warranty does
not include any cosmetic issues or wear and tear from normal use.
3-Year Limited Warranty for all other parts, ie: CableCoreTM Products, Swing seats and hangers; Track ride trolleys and bumpers; all
rocking equipment, etc. against failure due to corrosiodnatural deterioration or manufacturing
defects. This warranty does not include any cosmetic issues or wear and tear from normal use.
rc
The warranty stated above is valid only if the Playstructures and/or equipment are erected in
conformance with Landscape Structures' installation instructions and maintained according to the
maintenance procedures furnished by Landscape Structures Inc. For a full text of the warranty,
contact your local sales representative.
Page 6 of 6
PI 4
IC-
.-
Stagecoach Park
Material Specifications
Quote: 13396-2
3/ 10/2002
General Specifications: Material: All materials shall be structurally sound and suitable for safe play. Durability shall be
ensured on all steel parts by the use of time-tested coatings such as zinc plating, zinc-nickel
plating, powdercoating, TenderTuff-coating, etc. Colors shall be specified.
Fasteners: Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel
(SST) per ASTM F 879 unless otherwise indicated (see specific product
installatiodspecifications). All primary fasteners shall include a locking patch type material that
will meet the minimum torque requirements of IFI- 125. Manufacturer to provide special tools for
pinned hex fasteners.
TenderTuff-Coating: All metal components to be TenderTuff-coated shall be thoroughly cleaned
in a hot phosphatizing pressure washer, then primed with a clear acrylic thermosetting solution.
Primed parts shall be preheated prior to dipping in U.V. stabilized, liquid poly vinyl chloride, then
salt cured at approximately 400 degrees. The finished coating shall be approximately .080" +/-
.020" thick at an 85 durometer hardness and have a matte finish. Four standard colors are
available.
Polyester Powdercoating: All metal components to be powdercoated shall be free of excess weld
and spatter. Parts shall be thoroughly cleaned in a 6-Stage Pretreatment system with a hot
phosphatizing bath and a non-chrome seal for corrosion resistance, then thoroughly dried.
Powdercoating shall be electrostatically applied and oven cured at 350 degrees. Average
thickness: .OM".
Super Durable TGIC polyester powder shall be specially formulated for optimum U.V. stability
and glossiness and shall meet or exceed ASTM Standards for:
Adhesion (D-3359B)
Hardness (D-3363)
Impact (D-2794)
Salt Spray resistance (B-117)
Paint Line shall employ a "checkered" adhesion test daily.
Fifteen standard colors are available.
Decks: All Tenderdecks shall be of modular design and have 5/16" diameter holes on the standing
surface. There shall be (4) slots in each face to accommodate face mounting of components.
Tenderdecks shall be manufactured from a single piece of low carbon 12 GA (.lO5") sheet steel
conforming to ASTM specification A-569. The sheet shall be perforated then flanged formed and
reinforced as necessary to ensure structural integrity. The unit shall then be TenderTuff-coated
brown only. Tenderdecks shall be designed so that all sides are flush with the outside edge of the
supporting posts.
Page 1 of 8
-_
Rotationally Molded Poly Parts: These parts shall be molded using prime compounded linear low-
density polyethylene with a tensile strength of 2500 psi per ASTM D638 and with color and UV-
stabilizing additives. Wall thickness varies by product from .187" (3/16") to .312" (5/16"). Four
standard colors are available.
Permalene Parts: These parts shall be manufactured from 3/4" thick high-density polyethylene that
has been specially formulated for optimum U.V. stability and color retention. Products shall meet
or exceed density of .933 G/cc per ASTM D1505, tensile strength of 2400 PSI per ASTM D638.
Five standard solid colors are available. Some Permalene parts are available in a two-color product
with (2) .070" thick exterior layers over a .610" interior core of a contrasting color. Eight standard
two-color options are available.
Footings: Unless otherwise specified, the bury on all footings shall be 34" below Finished Grade
(FG) on all in-ground play eventdposts. Other types of anchoring are available upon request.
(PS) General Specifications: Posts: 2 3/8" square aluminum posts shall have a minimum wall thickness of .125" and be
extruded of 6061-T6 aluminum alloy and have rounded corners and ribbed faces for maximum
safety. A cast aluminum top cap shall be installed at the factory with stainless steel knurled
spacers and aluminum drive rivets. Flanges for panels and deck supports shall be extruded of
6061-T6 aluminum alloy and slide into slots extruded in posts. Flanges and deck supports shall be
attached in the factory with stainless steel knurled spacers and aluminum drive rivets. All direct
bury posts shall have a "finished grade marker" positioned on the post identifying the 34" bury
line and the top of the required surfacing. A molded low-density polyethylene cap, with drain
holes, shall be pressed onto the bottom end of the post to increase the footing area. Posts shall
have a post number sticker for installation purposes. All surface mount posts shall be continuously
welded to a 1/4" x 6" square 6061-T6 aluminum surface mount plate and allow for 2" of protective
surfacing. Posts shall be powdercoated to a specified color.
Aluminum Post Mechanical Properties:
Yield Strength (min): 35,000 PSI
Tensile Strength (min): 38,000 PSI
% Elongation in 2 inches: 10
Modulus of Elasticity: 10 x 106 PSI
Arch Posts: Arch posts shall have the same shape as the posts and be extruded from 6063-T4
aluminum alloy. Roof support flanges shall be of the same shape and material as the panel flanges. Arch shall be formed in a 180 degree arc on a 21" center line radius. Arches shall be secured to
standard length posts with solid aluminum sleeves that are tapped to receive (16) 3/8" x 5/8" hex-
pin cap screws per arch. Arch posts shall be powdercoated to a specified color.
-"S) General Specifications: Posts: 2 3/8" square aluminum posts shall have a minimum wall thickness of .125" and be
extruded of 6061-T6 aluminum alloy and have rounded corners and ribbed faces for maximum
safety. A cast aluminum top cap shall be installed at the factory with stainless steel knurled
Page 2 of 8
spacers and aluminum drive rivets. Flanges for panels and deck supports shall be extruded of
6061-T6 aluminum alloy and slide into slots extruded in posts. Flanges & deck supports shall be
attached in the factory with stainless steel knurled spacers and aluminum drive rivets. All direct
bury posts shall have a "finished grade marker" positioned on the post identifying the 34" bury
line and the top of the required surfacing. A molded low-density polyethylene cap, with drain
holes, shall be pressed onto the bottom end of the post to increase the footing area. Posts shall
have a post number sticker for installation purposes. All surface mount posts shall be continuously
welded to a 1/4" x 6" square 6061-T6 aluminum surface mount plate and allow for 2" of protective
surfacing. Posts shall be powdercoated to a specified color.
.
Aluminum Post Mechanical Properties:
Yield Strength (min): 35,000 PSI
Tensile Strength (min): 38,000 PSI
% Elongation in 2 inches: 10
Modulas of Elasticity: 10 x 106 PSI
Arch Posts: Arch posts shall have the same shape as the posts and be extruded from 6063-T4
aluminum alloy. Roof support flanges shall be of the same shape and material as the panel flanges.
Arch shall be formed in a 180 degree arc on a 21" centerline radius. Arches shall be secured to
standard length posts with solid aluminum sleeves that are tapped to receive (16) 3/8" x 5/8"
standard fasteners per arch. Arch posts shall be powdercoated to a specified color. -
~11397D - Posts For Decks 98"/32" Deck
Post: See Playshaper (PS) General Specifications.
111396B - Posts For Roofs 137"/48" Deck
Post: See Playshaper (PS) General Specifications.
134973A - Transfer Module, Brown Deck Only To 32" Deck, Curved, Left or Right SteD
Deck:
Railings:
Infill Panel:
Step SectionsRop Step Section:
-
cck Support:
Flange formed from 12 GA (.105") sheet steel conforming to ASTM A569. Standing surface is
perforated with 5/16" diameter holes and measures 29" per (2) sides. Finish: TenderTuff, brown in
color.
Weldment comprised of formed 1 1/8" O.D. x 11 GA (.120) steel tubing with 203 or 303 stainless
steel threaded inserts. Finish: TenderTuff, color specified.
Solid color panel measures 7 5/8" wide x 30" high, color specified.
Formed from 12 GA (.105") sheet steel conforming to ASTM A569. Standing surface is 24 3/8"
wide x 14" deep and is perforated with 5/16" diameter holes. Finish: TenderTuff, brown in color.
Weldment comprised of 3 1/2" O.D. RS-20 (.125") galvanized steel tubing and 3/8" O.D. x 5"
long CRS rod. Finish: Powdercoat, brown in color.
Page 3 of 8
Fasteners: Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installatiodspecifications).
121948A - Kick Plate 8" Rise
Kick Plate: Fabricated from 11 GA (.120") HR flat steel. Finish: TenderTuff, brown in color.
Fasteners: Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installatiodspecifications).
111237A - Sauare Tenderdeck, Brown Only
Square Deck:
.-
r'asteners:
Flange formed from 12 GA (.105") sheet steel conforming to ASTM A569. Standing surface is
perforated with 5/16" diameter holes. Deck face has (4) slotted holes for face mounting
components. The finished size measures 2 5/8" x 44 3/8" x 44 3/8". Finish: TenderTuff, brown in
color.
Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installatiodspecifications).
111239A - Sauare Tenderdeck Extension, Brown Only
Square Deck Extension: Flange formed from 12 GA (.105") sheet steel conforming to ASTM A569. Standing surface is
perforated with 5/16" diameter holes. Deck face has (4) slotted holes for face mounting
components. The finished size measures 2 5/8" x 42" x 44 3/8". Finish: TenderTuff, brown in
color.
Fasteners: Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installatiodspecifications).
118110A - Sauare Polv Roof whpo Panels*
Poly Roof: Rotationally molded from U.V. stabilized linear low density polyethylene, color specified.
Roof Logo: Two color roof logo measures 41" wide x 5 1/8" high, color specified.
Fasteners: Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installatiodspecifications).
Roof Sleeve: Cast from 3 19 almag. Finish: Powdercoat, color specified.
Page 4 of 8
1171478 - GearPanel
Permaiene Panel: Two color panel measures 39 1/2" wide x 30 3/4" high, color specified.
Fasteners: Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installation/specifications).
111387A - Slant Entrance Panel, Ground Level Onlv
Permalene Panel: Solid color panel measures 39 1/2" wide x 30 3/4" high, color specified.
Slant Entrance: Rotationally molded from U.V. stabilized linear low density polyethylene, color specified.
support:
--Fasteners:
Weldment comprised of 1.900" O.D. RS-20 (.090' - .loo") galvanized steel tubing and 1/4" x 4"
HRS flat plate. Finish: Powdercoat, color specified.
Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installatiodspecifications).
111281A - Slant Window Panel
Permalene Panel:
Slant Window Section:
Window: .177" thick clear polycarbonate.
Solid color panel measures 39 1/2" wide x 30 3/4" high, color specified.
Rotationally molded from U.V. stabilized linear low density polyethylene, color specified.
Braces:
Fasteners:
Solid color, to match panel.
Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installatiodspecifications).
113211A - Chimes Panel
Permalene Panel:
Chimes:
Solid color panel measures 39 1/2" wide x 30 3/4" high, color specified.
Fabricated from 6063-T832 aluminum. Finish: Anodized per Mil - A - 8625 type 2, class 1.
Fasteners:
L.
Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installatiodspecifications).
Page 5 of 8
117946A - Wire Barriers Short (SP., Corner and Extension Decks)
Barrier:
Fasteners:
Weldment comprised of 5/8" solid steel vertical rails, 1 1/8" O.D. steel horizontal rails with 203 or
303 stainless steel welded inserts with 5/8" internal threads, and 1/4" diameter wire. Barrier
measures 39 112" wide x 30 3/4" high. Finish: TenderTuff, color specified.
Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installatiordspecifications).
123339A - Curved Polv Slide 40" Deck
Slide: Rotationally molded from U.V. stabilized linear low density polyethylene, color specified.
Permalene Panel: Solid color panel measures 39 1/2" wide x 30 3/4" high, color specified.
Mid-Support:
_-
:it Footer:
Fasteners:
Weldment comprised of 1.315" O.D. RS-20 (.080" - .090") and 1/4" x 1 112" x 6" mounting plate.
Finish: Powdercoat, color specified.
Weldment comprised of 2.375" O.D. RS-20 (.095" - .l05") galvanized steel tubing and 1/4" x 3"
mounting plate. Finish: Powdercoat, color specified.
Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installatiodspecifications).
123336A - Double Wave Polv Slide 48" - 56" Deck
Slide: Rotationally molded from U.V. stabilized linear low density polyethylene, color specified.
Hood: Rotationally molded from U.V. stabilized linear low density polyethylene, color specified.
Rail: Extruded from 1.125" O.D. x .312" W. 6061-T6 aluminum. Finish: Powdercoat, color specified.
Rail Spacer: Fabricated from 1.3125" O.D. x 16 GA (.065") steel tubing. Finish: Powdercoat, color specified.
Mid-Support:
Exit Support:
Fasteners:
Weldment comprised of 1.660" O.D. RS-20 (.085" - .095") galvanized steel tubing and 114" x 3"
zinc plated flat steel. Finish: Powdercoat, color specified.
Weldment comprised of 2.375" O.D. RS-20 (.095" - .105") galvanized steel tubing and 1/4" x 3"
mounting plate. Finish: Powdercoat, color specified.
Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installatiordspecifications).
Offset Bolt Bracket: Cast from 535 almag. Finish: Powdercoat, color specified.
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111364A - Loop Ladder, 40" Or 48" Deck
Loop Ladder: Weldment comprised of 1.125" O.D. x 11 GA (.l20") black steel tubing. Finish: TenderTuff, color
specified.
Handhold Panel: Solid color permalene with 3/4" x 1 1/8" handholds, color specified.
Fasteners: Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installatiodspecifications).
123284A - Wieele Ladders 32" Deck
Chain: 410 Chain zinc plated. Finish: TenderTuff, color specified.
Rail:
A
.pport:
Fabricated from 13/16" diameter x 27 15/16" long CRS solid bar stock with both ends tapped 3/8".
Finish: TenderTuff, color specified.
Fabricated from 1.315" O.D. RS-20 (.OSO" - .090") galvanized steel tubing.
Handhold Panel: Solid color permalene with 3/4" x 1 1/8" handholds, color specified.
Fasteners: Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installatiodspecifications).
100105A - Ape Appropriate Sign, (2-Color Permalene), w/PlavShaper Posts, 2 -- 5 Years
Sign Panel:
Post:
Two color panel measures 19-1/2" wide x 27-3/4" high, color specified.
See Playshaper (PS) General Specifications.
Fasteners:
Warranty:
Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per
ASTM F 879 unless otherwise indicated (see specific product installatiodspecifications).
We Can Offer the Best Warranty in the Industry Because We Don't cut Comers on Quality
Landscape Structures Inc. warrants that all Playstructures and/or equipment sold will conform in
kind and quality to the specifications set forth in the specifications manual for the products
identified in the Acknowledgement of Order and will be free of defects in manufacturing and
material. As a further indication of our quality, Landscape Structures provides:
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100-Year Limited Warranty for all aluminum posts, clamps, beam and caps, against structural failure due to corrosiodnatural
deterioration or manufacturing defects. This warranty does not include any cosmetic issues or
wear and tear from normal use.
15-Year Limited Warranty for all plastic and steel components, including Tufff imbersTM, against
structural failure due to corrosiodnatural deterioration or manufacturing defects. This warranty
does not include any cosmetic issues or wear and tear from normal use.
TenderTuffR-coating against structural failure due to natural deterioration or manufacturing
defects. This warranty does not include any cosmetic issues or wear and tear from normal use.
TumurfR against material or manufacturing defects when properly installed. This warranty does
not include any cosmetic issues or wear and tear from normal use.
3-Year Limited Warranty for all other parts, ie: CableCoreTM Products, Swing seats and hangers; Track ride trolleys and bumpers; all
rocking equipment, etc. against failure due to corrosiodnatural deterioration or manufacturing
defects. This warranty does not include any cosmetic issues or wear and tear from normal use.
L
The warranty stated above is valid only if the Playstructures and/or equipment are erected in
conformance with Landscape Structures' installation instructions and maintained according to the
maintenance procedures furnished by Landscape Structures Inc. For a full text of the warranty,
contact your local sales representative.
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