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C-9371-1 - San Miguel Park Accessibile Park Improvements
5/28/25, 3:39 PM Batch 19280135 Confirmation Recorded in Official Records, Orange County Hugh NO FEE RECORDING REQUESTED BY AND 2025000150915 03:31 pm 05/28/25 WHEN RECORDED RETURN TO: 90 CR-SC06 N12 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 City Clerk City of Newport Beach 100 Civic Center Drive Newport Beach, CA 92660 "Exempt from recording fees pursuant to Government Code Section 27383" NOTICE OF COMPLETION NOTICE IS HEREBY GIVEN that the City of Newport Beach, 100 Civic Center Drive, Newport Beach, California, 92660, as Owner, and R.E. Schultz Construction, Inc. of Orange, California, as Contractor, entered into a Contract on 10/08/2024. Said Contract set forth certain improvements, as follows: San Miguel Park Accessible Park Improvements Contract No. 9371-1 Work on said Contract was completed, and was found to be acceptable on May 27, 2025, by the City Council. Title to said property is vested in the Owner and the Surety for said Contract is The Bond Connection. BY David Webb, Pub riMVX Director City of Newport Beach VERIFICATION I certify, under penalty of perjury, that the foregoing is true and correct to the best of my knowledge. Executed on at Newport Beach, California. ILA -'BY �. NEW�'o,Q Leilani I. Brown, City lerk https://gs.secure-erds.com/Batch/Confirmation/19280135 1 /2 RECORDING REQUESTED BY AND WHEN RECORDED RETURN TO: City Clerk City of Newport Beach 100 Civic Center Drive Newport Beach, CA 92660 "Exempt from recording fees pursuant to Government Code Section 27383" NOTICE OF COMPLETION NOTICE IS HEREBY GIVEN that the City of Newport Beach, 100 Civic Center Drive, Newport Beach, California, 92660, as Owner, and R.E. Schultz Construction, Inc. of Orange, California, as Contractor, entered into a Contract on 10/08/2024. Said Contract set forth certain improvements, as follows: San Miguel Park Accessible Park Improvements Contract No. 9371-1 Work on said Contract was completed, and was found to be acceptable on May 27, 2025, by the City Council. Title to said property is vested in the Owner and the Surety for said Contract is The Bond Connection. BY David Webb,'Pub i 4Director City of Newport Beach VERIFICATION certify, under penalty of perjury, that the foregoing is true and correct to the best of my knowledge. Executed on !7g � , at Newport Beach, California. BY �. Newpo Leilani I. Brown, City lerk Ot1 h, ''\ ; D CITY OF NEWPORT BEACH NOTICE INVITING BIDS Sealed bids shall be submitted electronically via PlanetBids to office of the City Clerk, 100 Civic Center Drive, Newport Beach, CA 92660 Before 10:00 AM on the 12t" day of September, 2024, at which time such bids shall be opened and read for SAN MIGUEL PARK ACCESSIBILE PARK IMPROVEMENTS Contract No. 9371-1 Federally Assisted Project U.S. Department of Housing and Urban Development $763,480 Engineer's Estimate Approved by %James M. Hou Than Deputy PWD/City Engineer Prospective bidders may obtain Bid Documents, Project Specifications and Plans via PlanetBids: http://www.planetbids.com/portal/portal.cfm?CompanylD=22078 Contractor License Classification(s) required for this project: "A" with all playground installation work to be performed by a Contractor with a "D-34" License and "D-12" shall be required of any Contractor performing rubber surfacing. For further information, call Kyle Aube, Project Manager at (949) 644-3296 BID INFORMATION IS AVAILABLE ON THE CITY WEBSITE: https://www.newportbeachca.gov/government/data-hub/online-services/bids-rfps-vendor- reqistration City of Newport Beach SAN MIGUEL PARK ACCESSIBLE PARK IMPROVEMENTS Contract No. 9371-1 TABLE OF CONTENTS NOTICE INVITING BIDS..........................................................................................Cover INSTRUCTIONS TO BIDDERS...................................................................................... 3 BIDDER'S BOND............................................................................................................ 6 DESIGNATION OF SUBCONTRACTOR(S)................................................................... 9 TECHNICAL ABILITY AND EXPERIENCE REFERENCES ............................................ 9 NON -COLLUSION AFFIDAVIT..................................................................... 13 DESIGNATION OF SURETIES...................................................................... 14 CONTRACTOR'S INDUSTRIAL SAFETY RECORD .................................................... 15 ACKNOWLEDGEMENT OF ADDENDA....................................................................... 18 INFORMATION REQUIRED OF BIDDER..................................................................... 19 NOTICE TO SUCCESSFUL BIDDER...........................................................................21 CONTRACT.................................................................................................................. 22 LABOR AND MATERIALS PAYMENT BOND ............................................. Exhibit A FAITHFUL PERFORMANCE BOND........................................................... Exhibit B INSURANCE REQUIREMENTS................................................................. Exhibit C FEDERAL LABOR STANDARDS PROVISIONS - HUD-4010..................Exhibit D DAVIS-BACON ("DB") FEDERAL WAGE DETERMINATIONS .................Exhibit E FEDERALLY ASSISTED PROJECT — EXHIBIT 1 TO EXHIBIT 16 .......................... FA-1 FEDERALLY ASSISTED PROJECT —WELCOME PACKAGE...............................FA-49 PROPOSAL.............................................................................................................. PR-1 SPECIAL PROVISIONS............................................................................................ SP-1 2 City of Newport Beach SAN MIGUEL PARK ACCESSIBLE PARK IMPROVEMENTS Contract No. 9371-1 INSTRUCTIONS TO BIDDERS 1. The following documents shall be completed, executed, uploaded and received by the City Clerk via PlanetBids in accordance with NOTICE INVITING BIDS: INSTRUCTIONS TO BIDDERS BIDDER'S BOND (Original copies must be submitted to the City Clerk's Office in Sealed Envelope before the bid opening) DESIGNATION OF SUBCONTRACTORS ACKNOWLEDGEMENT (Subcontractor information to be submitted via PlanetBids) CONTRACTOR'S INDUSTRIAL SAFETY RECORD INFORMATION REQUIRED OF BIDDER ALL ADDENDA TO PLANS AND SPECIFICATIONS AS ISSUED BY AGENCY PRIOR TO BID OPENING DATE (if any; Contractor shall confirm via PlanetBids) TECHNICAL ABILITY AND EXPERIENCE REFERENCES NON -COLLUSION AFFIDAVIT DESIGNATION OF SURETIES FEDERALLY ASSISTED PROJECT (EXHIBIT 1 to EXHIBIT 16) PROPOSAL ACKNOWLEDGEMENT (Line Items to be completed via PlanetBids) The City Clerk's Office will open and read the bid results from PlanetBids immediately following the Bid Opening. The Bid Results are immediately available to the public via PlanetBids following the Bid Opening Date (Bid Due Date). Members of the public who would like to attend this reading may go to Bay E, 2nd Floor of the Civic Center (Located at 100 Civic Center Dr.) 2. Cash, certified check or cashier's check (sum not less than 10 percent of the total bid price) may be received in lieu of the BIDDER'S BOND. The title of the project and the words "Sealed Bid" shall be clearly marked on the outside of the envelope containing the documents. Original copies must be submitted to the City Clerk's Office. 3. The City of Newport Beach will not permit a substitute format for the Contract Documents listed above. Bidders are advised to review their content with bonding and legal agents prior to submission of bid. 4. BIDDER'S BOND shall be issued by an insurance organization or surety (1) currently authorized by the Insurance Commissioner to transact business of insurance in the State of California, and (2) listed as an acceptable surety in the latest revision of the Federal Register Circular 570, The successful bidder's security shall be held until the Contract is executed. Original, sealed copies must be submitted to the City Clerk's Office before the Bid Opening. The title of the project, Contract Number and the words "Sealed Bid" shall be clearly marked on the outside of the envelope containing the documents. 5. The estimated quantities indicated in the PROPOSAL are approximate, and are given solely to allow the comparison of total bid prices. 3 6. Bids are to be computed upon the estimated quantities indicated in the PROPOSAL multiplied by unit price submitted by the bidder. In the event of discrepancy between wording and figures, bid wording shall prevail over bid figures. In the event of error in the multiplication of estimated quantity by unit price, the correct multiplication will be computed and the bids will be compared with correctly multiplied totals. The City shall not be held responsible for bidder errors and omissions in the PROPOSAL. 7. The City of Newport Beach reserves the right to reject any or all bids and to waive any minor irregularity or informality in such bids. Pursuant to Public Contract Code Section 22300, at the request and expense of the Contractor, securities shall be permitted in substitution of money withheld by the City to ensure performance under the contract. The securities shall be deposited in a state or federal chartered bank in California, as the escrow agent. 8. In accor&nce with the California Labor Code (Sections 1770 et seq.), the Director of Industrial R;ellations has ascertained the general prevailing rate of per diem wages in the locality in which the work is to be performed for each craft, classification, or type of workman or mechanic needed to, execute the contract. A copy of said determination is available by calling the prevailing wage hotdine number (4115) 703-4774, and requesting one from the Department of Industrial Relations. All parties to, the contract shall be governed by all provisions of the California Labor Code — including, but not limited to, the requirement to pay prevailing wage rates (Sections 1770-7981 inclusive). A copy of the prevailing wage rates shall be posted by the Contractor at the job site. 9. The Contractor shall be responsible for insuring compliance with provisions of Section 1777.5 of the Labor Code Apprenticeship requirements and Section 41100, of seq. of the Public Contracts Code, "Subletting and Subcontracting Pair Practices Act°'. 10. Secllont 3 Statement: This is a HUD Section 3 construction contract. Contracts of $100,000 or more shall be required to address the Section 3 employment, training and subcontradkQ opportunity regulations set forth by the U.S. Department of Housing and Urban Development at 24 CFR Part 135 by 1) demonstrating that the firm is a Section 3 Business, or 2) submitting a written commitment (Economic Opportunity Plan) to hire Section 3 Residents or to subcontract with Section 3 businesses, or 3) certifying that no new hires. are necessary to complete the contracted work and that no subcontracts off be award 11. No contractor or subcontractor may be listed on a bid proposal for a public works project (submitted on or after March 1, 2015) unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5 [with limited exceptions from this requirement for bid purposes only under Labor Code section 1771.1(a)]. 12. No contractor or subcontractor may be awarded a contract for public work on a public works project (awarded on or after April 1, 2015) unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5. 13. This project is subject to compliance monitoring and enforcement by the Department of Industrial Relations. 14. All documents shall bear signatures and titles of persons authorized to sign on behalf of the bidder. For corporations, the signatures shall be of a corporate officer or an individual authorized by the corporation. For partnerships, the signatures shall be of a general partner. For sole ownership, the signature shall be of the owner. 15. Pursuant to Public Contract Code section 9204, for any demand by contractor, whether on behalf of itself or a subcontractor that lacks privity of contract with the City but has requested 4 that contractor proceed on its behalf, sent by registered mail or certified mail return receipt requested for a time extension, payment by the City for money or damages arising from work done by, or on behalf of, the contractor and payment for which is not otherwise expressly provided or to which the claimant is not otherwise entitled, or for payment of an amount that is disputed by the City, the following is a summary of the claims resolution process to be applied: A. The City shall review the claim and, within 45 days, shall provide a written statement identifying the portions of the claim that are disputed and undisputed. This time period may be extended by mutual agreement. The claimant shall furnish all reasonable documentation to support the claim. If the City needs approval from its City Council to provide the written statement and the City Council does not meet within the prescribed time period, the City shall have up to 3 days following the next regular meeting of the City Council to provide the written statement. Payment of the undisputed portion of the claim shall be made within 60 days after the City issues its written statement. B. If the claimant disputes the City's written statement or if the City does not issue a written statement in the prescribed time period, the claimant may demand in writing an informal meet and confer conference, which shall be scheduled within 30 days of receipt of claimant's demand. C. Within 10 business days of the meet and confer conference, if a dispute remains, the City shall provide a written statement identifying the portion of the claim that remains in dispute and the undisputed portion. The City shall pay any remaining amount of the undisputed portion within 60 days. Any disputed portion of the claim shall be submitted to nonbinding mediation or similar nonbinding process, with the City and claimant sharing the costs equally and agreeing to a mediator within 10 business days. If the parties cannot timely agree on a mediator, each party shall select a mediator and those mediators shall select a qualified neutral third party to mediate the remaining disputed portion. If mediation is unsuccessful, any remaining disputed portion shall be addressed using procedures outside of Public Contract Code section 9204. D. Failure by the City to meet the time requirements herein shall result in the claim being rejected in its entirety and shall not constitute an adverse finding with regard to the merits of the claim or the responsibility or qualifications of the claimant. The signature below represents that the above has been reviewed. CSLB #1007195 / A, B, C-61/D34, C-61/1)12 Richard Schultz, President (Sole Officer) Contractor's License No. & Classification Au onz e[Title 1000033385 Exp. 6/30/27 DIR Registration Number & Expiration Date R.E. Schultz Construction, Inc. Bidder 5 9/12/24 Date City of Newport Beach SAN MIGUEL PARK ACCESSIBLE PARK IMPROVEMENTS Contract No. 9371-1 BIDDER'S BOND NO. 11-327-640 We, the undersigned Principal and Surety, our successors and assigns, executors, heirs and administrators, agree to be jointly and severally held and firmly bound to the City of Newport Beach, a charter city, in the principal sum of Ten Percent of the Amount Bid in Dollars ( 10% ), to be paid and forfeited to the City of Newport Beach if the bid proposal of the undersigned Principal for the construction of SAN MIGUEL PARK ACCESSIBLE PARK IMPROVEMENTS, Contract No, 9371-1 in the City of Newport Beach, is accepted by the City Council of the City of Newport Beach and the proposed contract is awarded to the Principal, and the Principal fails to execute the Contract Documents in the form(s) prescribed, including the required bonds, and original insurance certificates and endorsements for the construction of the project within thirty (30) calendar days after the date of the mailing of "Notification of Award", otherwise this obligation shall become null and void. If the undersigned Principal executing this Bond is executing this Bond as an individual, it is agreed that the death of any such Principal shall not exonerate the Surety from its obligations under this Bond. Witness our hands this 121h R.E. Schultz Construction, Inc. Name of Contractor (Principal) U.S. Specialty Insurance Company Name of Surety 801 South Figueroa Street #700 Los Angeles, CA 90017 Address of Surety 800-486-6695 Telephone day of September , 2024. Authorized Signat r !tie Authorized Agent Signature Blake A. Pfister, Attorney -in -Fact Print Name and Title (Notary acknowledgment of Principal & Surety, must be attached) 0 CALIFORNIA ACKNOWLEDGMENT CIVIL CODE § 1189 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of Orange On September 6, 2024 before me, L. Nahina Pfister, Notary Public Date Here Insert Name and Title of the Officer personally appeared Blake A. Pfister Name(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. leL. NAHINA PFISTER Notary Public - California Orange County Commission # 2479518 >vly Comm. Expires Jan. 13, 2028 Place Notary Seal and/or Stamp Above I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. � Signature r Signature of o ry Pu fic Completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document Description of Attached Document Title or Type of Document-. Bid Bond 1 1— 3 2 7— 6 4 0 Document Date: September 12, 2024 NumberofPages: 1 Signer(s) Other Than Named Above: NLA, None Capacity(ies) Claimed by Signer(s) Signer's Name: Blake A. Pfister ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited Cl General ❑ Individual (9 Attorney in Fact ❑ Trustee. ❑ Guardian or Conservator 13 Other: Signer is Representing: U _ S _ Sppc_a_l ty Signer's Name: ----- ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General 0 individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer is Representing: ,.r..i• •r. -�-, .,.c. -c' :.c;` -ee; �:�-;:.. .>x. '� „3• ..:� � :-f _s -e):..• ),.,-�•-'. ...:�a,. - :�i -. •i:•� xs`:r - •a•- C)2019 National• • • ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of Calif rnia Count of SS. On G 7 - lC -t, TP 20 efore me, b Notary Public, personally appeared who proved to me on the basis of satisfactory evidence to be the ' rsonK whose name,(3`) a&/are subscribed to the within instrument and acknowledged to me that 'sh-eltlTey executed the same in *herltheir authorized capacity(ips), and that by Iih-Tltheir signaturesK on the instrument the person(s}, -or the entity upon behalf of which the person(s� acted, executed the instrument. certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature Date of Document Type or Title of Document Number of Pages in Document Document in a Foreign Language -------------- r o. MINDIaLA Notary Public - California = •;:► _ - Orange County Commission k 225C274 i OPTIONAL INFORMATION Type of Satisfactory Evidence: Personally Known with Paper Identification Paper Identification Credible Witness(es) Capacity(ies) claimed by Signer(s): Trustee Power of Attorney CEO/CFO/COO President 1 Vice -President / Secretary 1 Treasurer Other. - Other Information: 7 (seal) Thumbprint of Signer ❑ Check here if no thumbprint or fingerprint is available. POWER OF ATTORNEY._ s AMERICANiCONTRACTORS INDEMNITY COMPANY TEXAS BONDING COMPANY UNITED STATES SURETY COMPANY U.S. SPECIALTY INSURANCE COMPANY` vested with full power and WtHpnny suvj-VL W mo N41 Afforney-in-Fact may be gvi and all bonds;: recognizancg 'for'the release of retained= canceling or terminating the the Company as if signed by Be it Resolved, that the slg certificaterelating,. thereto t upon the Company with real IN WITNESS WHEREOF, .18t day of F�,Qruary 2024E m bl GiPPGTetirjryd�s� pS to appoint any one or more suitable persons as by %ssistant Secretary shall b'e and is heree6V represent and act for and on behalf of the and authority -for and in the name of and on behalf of the Company, to execute, acknowledge and deliver,any agreements or Indemnity and other conditional or obligator undertakings Including any.and all consents ° m and/orfinat estimates on engineering and constru ion-co'rttracts, and any an f all,notices and docum"ants lability thereunder, and any such instruments so executed by any such. Attorney -In -Fact shall be binding upon it and sealed and effected by the Corporate Secretary. authorized officer and seal of the Company heretofore or, hereafter affixed to, any power of,attorney or any and any powaf of attorney or certificate searing fticsimila signature or facsimile goal shall be.valid and binding and or Undertaking to which it Is attached.' The Companies have caused this instrument to be signed and their corporate seals to be hereto affixed, this K yq {� U.S. SPECIALTY INSURANCE GOP E V ( w�nronaro I s w � �r�LS'i�yry)' a��BEPT E5190P D�cY b�? Y F -By: I Daniel P. Agullaf„ Ice President (iiaV���FPand n�` ���E'f)F o�r����c �brthmnrM19 �'�'q,np4nm A Notary Public or other officer completing this certificate verifies only the identity of the individual who signed the document to :. this certificate is attached and -not the truthfulness accuracy, or validity of that document. State of Califorinle _ County of Los Angeles - the seals of. said Companies at Los Angeles, California this CitV of Newport Beach SAN MIGUEL PARK ACCESSIBLE PARK IMPROVEMENTS Contract No. 9371-1 DESIGNATION OF SUBCONTRACTOR(S) - AFFIDAVIT State law requires the listing of all subcontractors who will perform work in an amount in excess of one- half of one percent of the Contractor's total bid. If a subcontractor is not listed, the Contractor represents that he/she is fully qualified to and will be responsible for performing that portion of the work. Substitution of subcontractors shall be made only in accordance with State law and/or the Standard Specifications for Public Works Construction, as applicable. Pursuant to Public Contract Code Section 22300 appropriate securities may be substituted for any monies to be withheld to ensure performance under the Contract. The Bidder, by signing this designation, certifies that bids from the subcontractors as listed in the Bidder's electronic bid have been used in formulating the bid for the project and that these subcontractors will be used subject to the approval of the Engineer and in accordance with State law. No changes may be made in these subcontractors except with prior approval of the City of Newport Beach. Bidders must also include DIR registration numbers for each subcontractor. R.E. Schultz Construction, Inc. Bidder X Richard Schultz, President (Sole Officer) Authorized Sign relTitle City of Newport Beach SAN MIGUEL PARK ACCESSIBLE PARK IMPROVEMENTS Contract No. 9371-1 TECHNICAL ABILITY AND EXPERIENCE REFERENCES Contractor must use this form III Please print or type. Bidder's Name R.E. Schultz Construction, Inc. FAILURE OF THE BIDDER TO PROVIDE ALL REQUIRED INFORMATION IN A COMPLETE AND ACCURATE MANNER MAY BE CONSIDERED NON -RESPONSIVE. For all public agency projects you have worked on (or are currently working on) in the past 2 years in excess of $150,000, provide the following information: No. 1 Project Name/Number FY2022-2023 Playground Improvements (C-8953-1) Project Description Playground Improvements Approximate Construction Dates: From February 2024 To: March 2024 Agency Name Contact Person of Newport Beach Aube Telephone (949)644-3296 Original Contract Amount $293,315.00Final Contract Amount $ 300,937.16 If final amount is different from original, please explain (change orders, extra work, etc.) Change Orders Did you file any claims against the Agency? Did the Agency file any claims against you/Contractor? If yes, briefly explain and indicate outcome of claims. 10 No. 2 Project Name/Number Thompson Park —Specification No. 22/23-07 Project Description Park Improvements. Approximate Construction Dates: From September 2023 To: November 2023 Agency Name City of Bellflower Contact Person Len Gorecki Telephone (562)804-1424 Ext. 2259 Original Contract Amount $349,593.00Final Contract Amount $ 349,593.00 If final amount is different from original, please explain (change orders, extra work, etc.) Did you file any claims against the Agency? Did the Agency file any claims against you/Contractor? If yes, briefly explain and indicate outcome of claims. No. 3 Project Name/Number 2023-10-FAC-GC Playground Equipment Upgrade at Jefferson, Orange Grove, And Westmont Elementary Schools Project Description Playground Equipment Upgrade. Approximate Construction Dates: From June 2023 To: July 2023 Agency Name Anaheim Elementary School District Contact Person Alex Kang Telephone (714)517-7549 Ext. 4313 Original Contract Amount $905,970.00Final Contract Amount $866,018.75 If final amount is different from original, please explain (change orders, extra work, etc.) Change Orders/Deductives Did you file any claims against the Agency? Did the Agency file any claims against you/Contractor? If yes, briefly explain and indicate outcome of claims. No 11 No. 4 Project Name/Number Pioneer Park Renovation, Project 105 Project Description Park Renovation Approximate Construction Dates: From January 2024 To: February 2024 Agency Name City of Hawaiian Gardens Contact Person Neema Ghanbari Telephone (562)420-2641 Ext. 206 Original Contract Amount $249.340.00nal Contract Amount $ 2C4,,31R.53 If final amount is different from original, please explain (change orders, extra work, etc.) Change Order Did you file any claims against the Agency? Did the Agency file any claims against you/Contractor? If yes, briefly explain and indicate outcome of claims. No. 5 Project Name/Number Bid 4-23: Playground Installation at Various Sites Project Description Playground renovation at various school sites. Approximate Construction Dates: From February 2023 To: February 2023 Agency Name Redlands Unified School District Contact Person Amy Drummond Telephone (9095748-6716 Ext. 20701 Original Contract Amount $168,635.00=inal Contract Amount $168,635.00 If final amount is different from original, please explain (change orders, extra work, etc.) N/A Did you file any claims against the Agency? Did the Agency file any claims against you/Contractor? If yes, briefly explain and indicate outcome of claims. No M No. 6 Project NamelNumber 2223-883 Installation of CFCI Rubber Surfacing & OFCI Playground Equipment at Multiple Sites Project Description Installation of CFCI Rubber Surfacing & OFCI Playground Equipment Approximate Construction Dates: From June 2023 To: July 2023 Agency Name Orange Unified School District Contact Person Steve Harlin Telephone V14r97-6378 Original Contract Amount $L96,425.00Final Contract Amount $ 196,425.00 If final amount is different from original, please explain (change orders, extra work, etc.) N/A Did you file any claims against the Agency? Did the Agency file any claims against you/Contractor? If yes, briefly explain and indicate outcome of claims. Attach additional sheets if necessary. Attach to this Bid the experience resume of the person who will be designated as General Construction Superintendent or on -site Construction Manager for the Contractor. Upon request, the Contractor shall attach a financial statement and other information sufficiently comprehensive to permit an appraisal of the Contractor's current financial conditions. R.E. Schultz Construction, Inc. Bidder 13 ichard Schultz, President (Sole Officer) Authorized Signat /Title City of Newport Beach SAN MIGUEL PARK ACCESSIBLE PARK IMPROVEMENTS Contract No. 9371-1 NON -COLLUSION AFFIDAVIT State of California } ) ss. County of Orange ) Richard Schultz being first duly sworn, deposes and says that he or she is President Sole Officer of R.E. Schultz Construction, Inc. , 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 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 of the laws of the State of for ��Vticlhard foregoing is true and correct. R.E. Schultz Construction, Inc. Schultz President (Sole Officer) Bidder Authorized Signal igna /Title Subscribed and sworn to (or affirmed) before me on this 10th day of September , 2024 by , proved to me on the basis of satisfactory evidence to be the person(s) whoIthe eared before me. I certify under PENALTY OF PERJURY undelaws State of California that the foregoing paragraph is true and correct. (SEAL] 14 Notary Public My Commission Expires: J U RAT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of Ora Subscribed and sworn to (or affirmed) before me on this 10 day of September , 2024 by Richard Schultz proved to me on the basis of satisfactory evidence to be the personKwho appeared before me. M 45'ZR—"-_l). MINOIOLA WNotary Public • California9 = == Orange County Si nature (Seal) Commission R 2350274 My Ccmm. Expires Mar 5, 2025 OPTIONAL INFORMATION INSTRUCTIONS The wording of aff Jurats completed in California after January 1, 2015 must be in the form as set forth within this Jurat There are no exceptions. if a Jurat to be completed does not follow this farm, the notary must correct the verbiage by using a jurat stamp containing the correct wording or attaching a separate jurat form such as this one with does contain the proper wording. Jr? addition, the notary must require an oath or DESCRIPTION OF THE ATTACHED DOCUMELV& rmation from the document signer regarding the truthfulness of the contents of the /j ? ument.The document must be signed AFTER the oath or affirmation. if the document s previously signed, it must be re -signed in front of the notary public during the jurat (Title or description of attached document) process. • State and county information must be the state and county where the document signer(s) personally appeared before the notary pubiic. (Title or description of attached document continued) • Date of notarization must be the date the signer(s) personably appeared which must also be the same date the jurat process is Number of Pages Document Date Additional information V�rs'orl ;......,<"otar `;i sscs...om C€ C-� 3-9u5." completed. Print the name(s) of the document signer(s) who personally appear at the time of notarization. Signature of the notary public must match the signature on file with the office of the county Clerk. The notary seal impression must be clear and photographically reproducible. Impression must not cover text or lines. If seal impression smudges, re -seal if a sufficient area permits, otherwise complete a different jurat form. Additional information Is not required but could help to ensure this jurat is not misused or attached to a different document. Indicate title or type of attached document, number of pages and date. Securely attach this document to the signed document with a staple City of Newport Beach SAN MIGUEL PARK ACCESSIBLE PARK IMPROVEMENTS Contract No. 9371-1 DESIGNATION OF SURETIES Bidder's name R.E. Schultz Construction, Inc. Provide the names, addresses, and phone numbers for all brokers and sureties from whom Bidder intends to procure insurance and bonds (list by insurance/bond type): The Bond Connection: PO Box 4164, Dana Point, CA 92629 - (800) 298-4826 Knox General Insurance Brokers, 226 Souty Glassell St., Orange, CA 92866 / Carol Know - (714) 744-3300 x 15 (GL/Auto) The Hulett Agency, 13959 Saddlewood Dr., Poway, CA 92064 / Eda iacopelli - (858) 618-5442 (WC) 15 City of Newport Beach SAN MIGUEL PARK ACCESSIBLE PARK IMPROVEMENTS Contract No. 9371-1 CONTRACTOR'S INDUSTRIAL SAFETY RECORD TO ACCOMPANY PROPOSAL Bidder's Name R.E. Schultz construction, Inc. Record Last Five (5) Full Years Current Year of Record Current Record Record Record Record Record Year of for for for for for Record 2023 2022 2021 2020 2019 Total 2024 No. of contracts 57 113 80 83 105 96 534 Total dollar Amount of Contracts (in $7 Mil $9 Mil $6.4 Mil $7 Mil $6 Mil $4 Mil $39.4 Mil Thousands of $ No. of fatalities 0 0 0 0 0 0 0 No. of lost 0 0 0 0 0 1 1 Workday Cases No. of lost workday cases involving permanent 0 0 0 0 0 0 0 transfer to another job or termination of employment The information required for these items is the same as required for columns 3 to 6, Code 10, Occupational Injuries, Summary --Occupational Injuries and Illnesses, OSHA No. 102. 16 Legal Business Name of Bidder R.E. Schultz Construction, Inc. Business Address: 1767 North Batavia Street, Orange, CA 92865 Business Tel. No.: 714-649-2627 State Contractor's License No. and Classification: CSLB #1007195 / A, 8, C-61/D34, C-61/D12 Entity Type: Corporation The above information was compiled from the records that are available to me at this time and I declare under penalty of perjury that the information is true and accurate within the limitations of those records. Signature of bidder Date Title Signature of bidder Date Title Signature of bidder Date Title Signature of bidder Date Title President. Sole Officer Signature Requirements: If bidder is an individual, name and signature of individual must be provided, if doing business under a fictitious name, the fictitious name must be set fort along with the County. If bidder is a partnership or joint venture, legal name of partnership/joint venture must be provided, followed by signatures of all of the partners/joint ventures or if fewer than all of the partners/joint ventures submit with evidence of authority to act on behalf of the partnership/joint venture. If bidder is a corporation, legal name of corporation must be provided, followed by signatures of the corporation President or Vice President or President and Secretary or Assistant Secretary, and the corporate seal, or submit with evidence of authority to act on behalf of the corporation. All must be acknowledged before a Notary Public, who must certify that such individuals, partners/joint ventures, or officers were proven on the basis of satisfactory evidence to be the persons whose name are subscribed to and acknowledged that they executed the same in their authorized capacities. [NOTARY ACKNOWLEDGMENT and CORPORATE SEAL MUST BE ATTACHEDI 17 CALIFORNIA ALL- PURPOSE CERTIFICATE OF ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of Orange I On 09/10/2024 before me, D. Mindiola, Notary Public (Here insert name and title of the omicer) personally appeared Richard Schultz who proved to me on the basis of satisfactory evidence to be the person(} whose nameK)dslare subscribed to the within instrument and acknowledged to me that ifs ie/they executed the same in I�rftheir authorized capacity(jes), and that by k6sArerltheir signature( on the instrument the person(,'), or the entity upon behalf of which the person(a) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Notary Public Signature *ml Notary Public • California Orange County Commission R 2350274 Comm. Expires Mar 5, 2025 (Notary Public Seal) ADDITIONAL OPTIONAL INFORMATION DESCRIPTION OF THE ATTACHED DOCUMENT (Title or description f attached document) C� r }- (Title or description bTattached document continued) Number of Pages Document Date CAPACITY CLAIMED BY THE SIGNER 6 Individual (s) ❑ Corporate Officer (Title) ❑ Partner(s) ❑ Attorney -in -Fact ❑ Trustee(s) ❑ Other INSTRUCTIONS FOR COMPLETING THIS FORM This form complies triih cm-rew Cali forma stances regarding )7otary wording an(l rf'needed. should he coniplefed mxl allachecl to the document. Acknotrledgments .i om other states 7ncrr be contplefed.fnr documents being sent to that state so long us the irordnag does nor require the Cali former notag to violate Caltfwlwt tiotar-1, l(0r. • State and County information must be the State and County where the document sianerts) personally appeared before the notary public for acknowiedgment. • Dale Of notarization must be the date that the signer(s) personally appeared which must also be the same date the acknowledgment is completed. • The notary public must print his or her name as it appears within his or her commission followed by a comma and then your title (notary public), • Print the names) Or document Si°ner(5) who personally appear at the time of notarization. • Indicate the correct singular or plural forms by crossing oft incorrect forms (i.e. Fie/shelf+reY is lefe ) or circling the correct forms. Failure to correctly indicate this inlormation may lead to rejection of document recording. • The notary seal impression must be clear and photographically reproducible. Impression must not cover text or limes. If seal impression smudges_ re -seal it a sufficient area permits, otherwise complete a different acknowledgment Ibrm- • Signature of the notary public must match the signature on file N%itli the Office or the county clerk. Additional information is not required but could help to ensure this acknowledgment is not misused or attached to a different document Indicate title Or type of attached document_ toumher of pages and date, Indicate the capacity claimed by the signer. If the claimed capacity' is a corporate officer_ indicate the title ( i.e. CEO. CFO. Secretary). • Securely attach this dOCLIT1Cnt to the signed document with a staple- City of Newport Beach SAN MIGUEL PARK ACCESSIBLE PARK IMPROVEMENTS Contract No. 9371-1 ACKNOWLEDGEMENT OF ADDENDA Bidder's name R.E. Schultz Construction, Inc. The bidder shall signify receipt of all Addenda here, if any, and attach executed copy of addenda to bid documents: Addendum No. I Date Received I Signefuur`� 18 City of Newport Beach SAN MIGUEL PARK ACCESSIBLE PARK IMPROVEMENTS Contract No. 9371-1 INFORMATION REQUIRED OF BIDDER Bidder certifies under penalty of perjury under the laws of the State of California that the following information is true and correct: Name of individual Contractor, Company or Corporation: R.E. Schultz construction, Inc. Business Address: 1767 North Batavia Street, Orange, CA 92865 Telephone and Fax Number: 714-649-2627 / 714-740-5049 Fax California State Contractor's License No. and Class: CSLB#1007195-A, B, C-61/D34, C61/D12 (REQUIRED AT TIME OF AWARD) Original Date Issued: 9/10/2015 Expiration Date: 9/30/2025 List the name and title/position of the person(s) who inspected for your firm the site of the work proposed in these contract documents: Richard Schultz, President (Sole Officer) The following are the names, titles, addresses, and phone numbers of all individuals, firm members, partners, joint ventures, and company or corporate officers having a principal interest in this proposal: Name Title Address Telephone Richard Schultz, President (Sole Officer), PO Box 6, Silverado, CA 92676 (714) 350-4269 Corporation organized under the laws of the State of California 19 The dates of any voluntary or involuntary bankruptcy judgments against any principal having an interest in this proposal are as follows: N/A All company, corporate, or fictitious business names used by any principal having interest in this proposal are as follows: For all arbitrations, lawsuits, settlements or the like (in or out of court) you have been involved in with public agencies in the past five years (Attach additional Sheets if necessary) provide: Provide the names, addresses and telephone numbers of the parties; Briefly summarize the parties' claims and defenses; Have you ever had a contract terminated by the owner/agency? If so, explain. Have you ever failed to complete a project? If so, explain. For any projects you have been involved with in the last 5 years, did you have any claims or actions by any outside agency or individual for labor compliance (i.e. failure to pay prevailing wage, falsifying certified payrolls, etc.)? Yes / No 20 Are any claims or actions unresolved or outstanding? Yes 1 No If yes to any of the above, explain. (Attach additional sheets, if necessary) N/A Failure of the bidder to provide ALL requested information in a complete and accurate manner may be considered non -responsive. R.E. Schultz Construction, Inc. Bidder Richard Schultz (Print name of Owner or President of Corp ti ICo pany) President, Sole Officer Authorized Signat n tle President,Sole Officer Title 4j1Qf 74 Date On before me, , Notary Public, personally appeared , who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon beh which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws a State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. (SEAL) Notary Public in a�forsState My Commissi xpires: 21 CALIFORNIA ALL- PURPOSE CERTIFICATE OF ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of O ram On 09/10/2024 before me, D. Mindiola, Notary Public (Here insert name and the of the officer) personally appeared Richard Schultz who proved to me on the basis of satisfactory evidence to be the persor?K whose namek6)re subscribed to the within instrument and acknowledged to me that VVsk&t-hey executed the same in fir authorized capacity(ia-5), and that by H994 r-/their signature(s) on the instrument the personal, or the entity upon behalf of which the person(�,'acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Notary Public Signature (Notary Public Seal) ADDITIONAL OPTIONAL INFORMATION DESCRIPTION OF THE ATTACHED DOCUMENT (Title or escrlp'bn 1~a#tachod document) (Title or description of attached document continued) Number of Pages Document Date CAPACITY CLAIMED BY THE SIGNER X Individual (s) ❑ Corporate Officer (I Itle) ❑ Partner(s) ❑ Attorney -in -Fact ❑ Trustee(s) ❑ Other E• °F FS D. MINDIOL4 *• Notary Public - California z _W — = Orange County Commission # 2350274 i INSTRUCTIONS FOR COMPLETING THIS FORM Thisformcomplies ,rah current CaliforniaStatutes regarding notco} irordingand, i1'needed. shootd be completed and catached to the document. Ackt7on•ledgmems front other states may be completed, for docnonents being sent to that state sa long CIS the 7Vn7xling does not require the Califhrnia notary to violate Califotnia nolarr taw. • State and County infor7natiori must be the State and County where the document signer(s) personally appeared before the notary public for acknowledgment. • Date of notarization must be the date that the signer(s) personally appeared which must also be the same date the acknowledgment is completed. • The notary public must print his or her name as it appears within his or her commission followed by a comfna and then your title (notary, public)_ • Print the name(s) of document signer(s) who personailY appear at the time of notarization. • Indicate the correct singular or plural Forms by crossing off incorrect fomns (i.e_ helsheltlse}— is /are ) or circling the correct forms_ Failure to correctly indicate this information may lead to rejection of document recording, • The notary seal impression must be clear and photographically reproducible. Impression must [lot cover text Or lirtcs. II' Scat impression smudges. re -seal if a sufficient area permits_ otherwise complete a different acknowledgment form. • Signature or the notary public must match the signature on file with the ollice of the county clerk. Additional information is not required btu could help to ensure this acknowedgmetnt is not misused or attached to a dirterent document. Indicate title or type of attached document_ number of pages and date. Indicate the capacity claimed by the signer. If the claimed capacity is a corporate officer, indicate the title (Lc. CFO, CFO.. Secretary). • Securely attach this document 10 the signed d0etnme111 Stith a staple. City of Newport Beach SAN MIGUEL PARK ACCESSIBLE PARK IMPROVEMENTS Contract No. 9371-1 NOTICE TO SUCCESSFUL BIDDER The following Contract Documents shall be executed and delivered to the Engineer within ten (10) days (not including Saturday, Sunday and Federal holidays) after the date shown on the "Notification of Award" to the successful bidder: • CONTRACT WITH REQUIRED INSURANCE CERTIFICATES AND ENDORSEMENTS • LABOR AND MATERIALS PAYMENT BOND • FAITHFUL PERFORMANCE BOND The City of Newport Beach will not permit a substitute format for these Contract Documents. Bidders are advised to review their content with bonding, insuring and legal agents prior to submission of bid. Original Certificate(s) of Insurance, General Liability Insurance Endorsement, and Automobile Liability Insurance Endorsement shall be provided as required by the Contract documents and delivered to the Public Works Department within ten (10) working days after the date shown on the Notification of Award to the successful bidder. The Labor and Materials Payment Bond and Faithful Performance Bond shall be issued by an insurance organization or surety (1) currently authorized by the Insurance Commissioner to transact business of insurance in the State of California, and (2) listed as an acceptable surety in the latest revision of the Federal Register Circular 570. Pursuant to Public Contract Code Section 22300, appropriate securities may be substituted for any monies to be withheld to ensure performance under the Contract. Insurance companies affording coverage shall be (1) currently authorized by the Insurance Commissioner to transact business of insurance in the State of California, and (2) assigned Policyholders' Rating A (or higher) and Financial Size Category Class VII (or larger) in accordance with the latest edition of Best's Key Rating Guide: Property -Casualty. Coverages shall be provided as specified in the Standard Specifications for Public Works Construction, except as modified by the Special Provisions. Certificates of Insurance and additional insured endorsements shall be on the insurance company's forms, fully executed and delivered with the Contract. The Notice to Proceed will not be issued until all contract documents have been received and approved by the City. 22 SAN MIGUEL PARK ACCESSIBLE PARK IMPROVEMENTS CONTRACT NO. 9371-1 THIS CONTRACT FOR PUBLIC WORKS ("Contract") is entered into this 8th day of October, 2024 ("Effective Date"), by and between the CITY OF NEWPORT BEACH, a California municipal corporation and charter city ("City"), and R.E. SCHULTZ CONSTRUCTION, INC., a California corporation ("Contractor"), whose address is 1767 North Batavia Street, Orange, CA 92865, and is made with reference to the following: RECITALS A. City is a municipal corporation duly organized and validly existing under the laws of the State of California with the power to carry on its business as it is now being conducted under the statutes of the State of California and the Charter of City. B. City has advertised for bids for the following described public work: The work necessary for the completion of this contract consists of removing and disposing, of existing improvements; furnishing and installing flexible play surface systems; furnishing and installing new play equipment and components and other incidental items, to complete the work in place (the "Project" or "Work"). C. Contractor has been determined by City to be the lowest responsible bidder and Contractor's bid, and the compensation set forth in this Contract, is based upon Contractor's careful examination of all Contract documents, plans and specifications. NOW, THEREFORE, it is mutually agreed by and between the undersigned parties as follows: 1. CONTRACT DOCUMENTS The complete Contract for the Project includes all of the following documents: Notice Inviting Bids, Instructions to Bidders, Proposal, Bidder's Bond, Non -Collusion Affidavit, Notice to Successful Bidder, Labor and Materials Payment Bond (Exhibit A), Faithful Performance Bond (Exhibit B), Permits, Standard Special Provisions and Standard Drawings, Plans and Special Provisions for Contract No. 9371-1, Standard Specifications for Public Works Construction (current adopted edition and all supplements), and this Contract, and all modifications and amendments thereto (collectively the "Contract Documents"), all of which are incorporated herein by reference. The Contract Documents comprise the sole agreement between the parties as to the subject matter therein. Any representations or agreements not specifically contained in the Contract Documents are null and void. Any amendments must be made in writing, and signed by both parties in the manner specified in the Contract Documents. 2. SCOPE OF WORK Contractor shall perform everything required to be performed, and shall provide and furnish all the labor, materials, necessary tools, expendable equipment and all utility and transportation services required for the Project. All of the Work to be performed and materials to be furnished shall be in strict accordance with the provisions of the Contract Documents. Contractor is required to perform all activities, at no extra cost to City, which are reasonably inferable from the Contract Documents as being necessary to produce the intended results. 3. COMPENSATION 3.1 As full compensation for the performance and completion of the Project as required by the Contract Documents, City shall pay to Contractor and Contractor accepts as full payment the sum of Eight Hundred Nineteen Thousand Four Hundred Seventy Five Dollars ($819,475.00). 3.2 This compensation includes: 3.2.1 Any loss or damage arising from the nature of the Work; 3.2.2 Any loss or damage arising from any unforeseen difficulties or obstructions in the performance of the Work; and 3.2.3 Any expense incurred as a result of any suspension or discontinuance of the Work, but excludes any loss resulting from earthquakes of a magnitude in excess of 3.5 on the Richter Scale and tidal waves, including tsunamis, and which loss or expense occurs prior to acceptance of the Work by City. 4. PROJECT MANAGER Contractor shall designate a Project Manager, who shall coordinate all phases of the Project. This Project Manager shall be available to City at all reasonable times during the term of the Contract. Contractor has designated Richard Schultz to be its Project Manager. Contractor shall not remove or reassign the Project Manager without the prior written consent of City. City's approval shall not be unreasonably withheld. 5. ADMINISTRATION This Contract shall be administered by the Public Works Department. City's Public Works Director, or designee, shall be the Project Administrator and shall have the authority to act for City under this Contract. The Project Administrator or designee shall represent City in all matters pertaining to the Work to be rendered pursuant to this Contract. 6. NOTICE OF CLAIMS 6.1 Unless a shorter time is specified elsewhere in this Contract, before making its final request for payment under the Contract Documents, Contractor shall submit to City, in writing, all claims for compensation under or arising out of this Contract. Contractor's acceptance of the final payment shall constitute a waiver of all claims for compensation under or arising out of this Contract except those previously made in writing and identified by Contractor in writing as unsettled at the time of its final request for payment. The Contractor and City expressly agree that in addition to all claims filing requirements set forth in the Contract and Contract Documents, Contractor shall be R.E. Schultz Construction, Inc. Page 2 required to file any claim Contractor may have against City in strict conformance with the Government Claims Act (Government Code 900 et seq.). 6.2 To the extent that Contractor's claim is a "Claim" as defined in Public Contract Code section 9204 or any successor statute thereto, the Parties agree to follow the dispute resolution process set forth therein. Any part of such "Claim" remaining in dispute after completion of the dispute resolution process provided for in Public Contract Code section 9204 or any successor statute thereto shall be subject to the Government Claims Act requirements requiring Contractor to file a claim in strict conformance with the Government Claims Act. To the extent that Contractor's claim is not a "Claim" as defined in Public Contract Code section 9204 or any successor statute thereto, Contractor shall be required to file such claim with the City in strict conformance with the Government Claims Act (Government Code sections 900 et seq.). 7. WRITTEN NOTICE 7.1 All notices, demands, requests or approvals, including any change in mailing address, to be given under the terms of this Contract shall be given in writing, and conclusively shall be deemed served when delivered personally, or on the third business day after the deposit thereof in the United States mail, postage prepaid, first-class mail, addressed as hereinafter provided. 7.2 All notices, demands, requests or approvals from Contractor to City shall be addressed to City at: Attention: Director of Public Works City of Newport Beach Public Works Department 100 Civic Center Drive Newport Beach, CA 92660 7.3 All notices, demands, requests or approvals from City to Contractor shall be addressed to Contractor at: Attention: Richard Schultz R.E. Schultz Construction, Inc. 1767 N. Batavia St. Orange, CA 92865 8. INDEPENDENT CONTRACTOR City has retained Contractor as an independent contractor and neither Contractor nor its employees are to be considered employees of City. The manner and means of conducting the Work are under the control of Contractor, except to the extent they are limited by statute, rule or regulation and the express terms of this Contract. No civil service status or other right of employment shall accrue to Contractor or its employees. Contractor shall have the responsibility for and control over the means of performing the Work, provided that Contractor is in compliance with the terms of this Contract. Anything in this Contract that may appear to give City the right to direct Contractor as to the details R.E. Schultz Construction, Inc. Page 3 of the performance or to exercise a measure of control over Contractor shall mean only that Contractor shall follow the desires of City with respect to the results of the Work. 9. BONDING 9.1 Contractor shall obtain, provide and maintain at its own expense during the term of this Contract both of the following: (1) a Faithful Performance Bond in the amount of one hundred percent (100%) of the total amount to be paid Contractor as set forth in this Contract in the form attached as Exhibit B and incorporated herein by reference; and (2) a Labor and Materials Payment Bond in the amount of one hundred percent (100%) of the total amount to be paid Contractor as set forth in this Contract and in the form attached as Exhibit A and incorporated herein by reference. 9.2 The Faithful Performance Bond and Labor and Materials Payment Bond shall be issued by an insurance organization or surety (1) currently authorized by the Insurance Commissioner to transact business of insurance in the State of California, (2) listed as an acceptable surety in the latest revision of the Federal Register Circular 570, and (3) assigned a Policyholders' Rating A- (or higher) and Financial Size Category Class VI (or larger) in accordance with the latest edition of Best's Key Rating Guide: Property - Casualty. 9.3 Contractor shall deliver, concurrently with execution of this Contract, the Faithful Performance Bond and Labor and Materials Payment Bond, and a certified copy of the "Certificate of Authority" of the Insurer or Surety issued by the Insurance Commissioner, which authorizes the Insurer or Surety to transact surety insurance in the State of California. 10. COOPERATION Contractor agrees to work closely and cooperate fully with City's designated Project Administrator and any other agencies that may have jurisdiction or interest in the Work to be performed. City agrees to cooperate with the Contractor on the Project. 11. PROGRESS Contractor is responsible for keeping the Project Administrator informed on a regular basis regarding the status and progress of the Project, activities performed and planned, and any meetings that have been scheduled or are desired. 12. INSURANCE Without limiting Contractor's indemnification of City, and prior to commencement of Work, Contractor shall obtain, provide and maintain at its own expense during the term of this Contract or for other periods as specified in the Contract Documents, policies of insurance of the type, amounts, terms and conditions described in the Insurance Requirements attached hereto as Exhibit C, and incorporated herein by reference. R.E. Schultz Construction, Inc. Page 4 13. PROHIBITION AGAINST ASSIGNMENTS AND TRANSFERS Except as specifically authorized under this Contract, the services to be provided under this Contract shall not be assigned, transferred contracted or subcontracted out without the prior written approval of City. Any of the following shall be construed as an assignment: The sale, assignment, transfer or other disposition of any of the issued and outstanding capital stock of Contractor, or of the interest of any general partner or joint venturer or syndicate member or cotenant if Contractor is a partnership or joint -venture or syndicate or co -tenancy, which shall result in changing the control of Contractor. Control means fifty percent (50%) or more of the voting power or twenty-five percent (25%) or more of the assets of the corporation, partnership or joint -venture. 14. PREVAILING WAGES In accordance with the California Labor Code (Sections 1770 et seq.), the Director of Industrial Relations has ascertained the general prevailing rate of per diem wages in the locality in which the work is to be performed for each craft, classification, or type of workman or mechanic needed to execute the contract. A copy of said determination is available by calling the prevailing wage hotline number (415) 703-4774, and requesting one from the Department of Industrial Relations. All parties to the contract shall be governed by all provisions of the California Labor Code — including, but not limited to, the requirement to pay prevailing wage rates (Sections 1770-7981 inclusive). A copy of the prevailing wage rates shall be posted by the Contractor at the job site. 15. PREVAILING WAGES 15.1 Pursuant to the applicable provisions of the Labor Code of the State of California, not less than the general prevailing rate of per diem wages including legal holidays and overtime Work for each craft or type of workman needed to execute the Work contemplated under the Contract shall be paid to all workmen employed on the Work to be done according to the Contract by the Contractor and any subcontractor. In accordance with the California Labor Code (Sections 1770 et seq.), the Director of Industrial Relations has ascertained the general prevailing rate of per diem wages in the locality in which the Work is to be performed for each craft, classification, or type of workman or mechanic needed to execute the Contract. A copy of said determination is available by calling the prevailing wage hotline number (415) 703-4774 and requesting one from the Department of Industrial Relations, The Contractor is required to obtain the wage determinations from the Department of Industrial Relations and post at the job site the prevailing rate or per diem wages. It shall be the obligation of the Contractor or any subcontractor under him/her to comply with all State of California labor laws, rules and regulations, and the parties agree that the City shall not be liable for any violation thereof. 15.2 If both the Davis -Bacon Act and State of California prevailing wage laws apply and the federal and state prevailing rate of per diem wages differ, Contractor and subcontractor, if any, shall pay the higher of the two rates. Said prevailing rate of per diem wages are on file at the City, Office of the City Clerk, 100 Civic Center Drive, Newport Beach, California 92660, and are available to any interested party on request. R.E. Schultz Construction, Inc. Page 5 16. SUBCONTRACTING The subcontractors authorized by City, if any, to perform the Work on this Project are identified in the Contractor's Proposal and are attached as part of the Contract Documents. Contractor shall be fully responsible to City for all acts and omissions of any subcontractors. Nothing in this Contract shall create any contractual relationship between City and subcontractor, nor shall it create any obligation on the part of City to pay or to see to the payment of any monies due to any such subcontractor other than as otherwise required by law. City is an intended beneficiary of any Work performed by the subcontractor for purposes of establishing a duty of care between the subcontractor and City. Except as specifically authorized herein, the Work to be performed under this Contract shall not be otherwise assigned, transferred, contracted or subcontracted out without the prior written approval of City. 17. RESPONSIBILITY FOR DAMAGES OR INJURY 17.1 City and its elected or appointed officers, agents, officials, employees and volunteers shall not be responsible in any manner for any loss or damage to any of the materials or other things used or employed in performing the Project or for injury to or death of any person as a result of Contractor's performance of the Work required hereunder, or for damage to property from any cause arising from the performance of the Project by Contractor, or its subcontractors, or its workers, or anyone employed by either of them. 17.2 Contractor shall be responsible for any liability imposed by law and for injuries to or death of any person or damage to property resulting from defects, obstructions or from any cause arising from Contractor's Work on the Project, or the Work of any subcontractor or supplier selected by Contractor. 17.3 To the fullest extent permitted by law, Contractor shall indemnify, defend and hold harmless City, its elected or appointed officers, agents, officials, employees and volunteers (collectively, the "Indemnified Parties") from and against any and all claims (including, without limitation, claims for bodily injury, death or damage to property), demands, obligations, damages, actions, causes of action, suits, losses, judgments, fines, penalties, liabilities, costs and expenses (including, without limitation, attorneys' fees, disbursements and court costs) of every kind and nature whatsoever (individually, a Claim; collectively, "Claims"), which may arise from or in any manner relate (directly or indirectly) to any breach of the terms and conditions of this Contract, any Work performed or Services provided under this Contract including, without limitation, defects in workmanship or materials or Contractor's presence or activities conducted on the Project (including the negligent, reckless, and/or willful acts, errors and/or omissions of Contractor, its principals, officers, agents, employees, vendors, suppliers, subconsultants, subcontractors, anyone employed directly or indirectly by any of them or for whose acts they may be liable for any or all of them). 17.4 Notwithstanding the foregoing, nothing herein shall be construed to require Contractor to indemnify the Indemnified Parties from any Claim arising from the sole negligence or willful misconduct of the Indemnified Parties. Nothing in this indemnity shall R.E. Schultz Construction, Inc. Page 6 be construed as authorizing any award of attorneys' fees in any action on or to enforce the terms of this Contract. This indemnity shall apply to all claims and liability regardless of whether any insurance policies are applicable. The policy limits do not act as a limitation upon the amount of indemnification to be provided by Contractor. 17.5 Contractor shall perform all Work in a manner to minimize public inconvenience and possible hazard, to restore other work areas to their original condition and former usefulness as soon as possible, and to protect public and private property. Contractor shall be liable for any private or public property damaged during the performance of the Project Work. 17.6 To the extent authorized by law, as much of the money due Contractor under and by virtue of the Contract as shall be considered necessary by City may be retained by it until disposition has been made of such suits or claims for damages as aforesaid. 17.7 Nothing in this Section or any other portion of the Contract Documents shall be construed as authorizing any award of attorneys' fees in any action to enforce the terms of this Contract, except to the extent provided for above. 17.8 The rights and obligations set forth in this Section shall survive the termination of this Contract. 18. CHANGE ORDERS 18.1 This Contract may be amended or modified only by mutual written agreement of the parties. 18.2 The Contractor shall only commence work covered by a change order after the change order is executed and notification to proceed has been provided by the City. 18.3 There shall be no change in the Contractor's members of the project team, as listed in the approved proposal, which is a part of this contract without prior written approval by the City. 19. CONFLICTS OF INTEREST 19.1 Contractor or its employees may be subject to the provisions of the California Political Reform Act of 1974 (the "Act") and/or Government Code §§ 1090 et seq., which (1) require such persons to disclose any financial interest that may foreseeably be materially affected by the Work performed under this Contract, and (2) prohibit such persons from making, or participating in making, decisions that will foreseeably financially affect such interest. 19.2 If subject to the Act and/or Government Code §§ 1090 et seq., Contractor shall conform to all requirements therein. Failure to do so constitutes a material breach and is grounds for immediate termination of this Contract by City. Contractor shall indemnify and hold harmless City for any and all claims for damages resulting from Contractor's violation of this Section. R.E. Schultz Construction, Inc. Page 7 20. TERMINATION 20.1 In the event that either party fails or refuses to perform any of the provisions of this Contract at the time and in the manner required, that party shall be deemed in default in the performance of this Contract. If such default is not cured within a period of two (2) calendar days, or if more than two (2) calendar days are reasonably required to cure the default and the defaulting party fails to give adequate assurance of due performance within two (2) calendar days after receipt of written notice of default, specifying the nature of such default and the steps necessary to cure such default, the non -defaulting party may terminate the Contract forthwith by giving to the defaulting party written notice thereof. 20.2 Notwithstanding the above provisions, City shall have the right, at its sole discretion and without cause, of terminating this Contract at any time by giving seven (7) calendar days' prior written notice to Contractor. In the event of termination under this Section, City shall pay Contractor for Services satisfactorily performed and costs incurred up to the effective date of termination for which Contractor has not been previously paid. On the effective date of termination, Contractor shall deliver to City all materials purchased in performance of this Contract. 21. STANDARD PROVISIONS 21.1 Recitals. City and Contractor acknowledge that the above Recitals are true and correct and are hereby incorporated by reference into this Contract. 21.2 Compliance with all Laws. Contractor shall at its own cost and expense comply with all statutes, ordinances, regulations and requirements of all governmental entities, including federal, state, county or municipal, whether now in force or hereinafter enacted. In addition, all Work prepared by Contractor shall conform to applicable City, county, state and federal laws, rules, regulations and permit requirements and be subject to approval of the Project Administrator. 21.3 Integrated Contract. This Contract represents the full and complete understanding of every kind or nature whatsoever between the parties hereto, and all preliminary negotiations and agreements of whatsoever kind or nature are merged herein. No verbal agreement or implied covenant shall be held to vary the provisions herein. 21.4 Conflicts or Inconsistencies. In the event there are any conflicts or inconsistencies between this Contract and any other attachments attached hereto, the terms of this Contract shall govern. 21.5 Interpretation. The terms of this Contract shall be construed in accordance with the meaning of the language used and shall not be construed for or against either party by reason of the authorship of the Contract or any other rule of construction which might otherwise apply. 21.6 Amendments. This Contract may be modified or amended only by a written document executed by both Contractor and City and approved as to form by the City Attorney. R.E. Schultz Construction, Inc. Page 8 21.7 Severability. If any term or portion of this Contract is held to be invalid, illegal, or otherwise unenforceable by a court of competent jurisdiction, the remaining provisions of this Contract shall continue in full force and effect. 21.8 Controlling Law and Venue. The laws of the State of California shall govern this Contract and all matters relating to it and any action brought relating to this Contract shall be adjudicated in a court of competent jurisdiction in the County of Orange, State of California. 21.9 Equal Opportunity Employment. Contractor represents that it is an equal opportunity employer and it shall not discriminate against any subcontractor, employee or applicant for employment because of race, religious creed, color, national origin, ancestry, physical handicap, medical condition, marital status, sex, sexual orientation, age or any other impermissible basis under law. 21.10 No Attorney's Fees. In the event of any dispute or legal action arising under this contract, the prevailing party shall not be entitled to attorneys' fees. 21.11 Counterparts. This Contract may be executed in two (2) or more counterparts, each of which shall be deemed an original and all of which together shall constitute one (1) and the same instrument. 22. EFFECT OF CONTRACTOR'S EXECUTION Execution of this Contract and all other Contract Documents by Contractor is a representation that Contractor has visited the Project site, has become familiar with the local conditions under which the Work is to be performed, and has correlated all relevant observations with the requirements of the Contract Documents. 23. WAIVER A waiver by City or any term, covenant, or condition in the Contract Documents shall not be deemed to be a waiver of any subsequent breach of the same or any other term, covenant or condition. 24. RECITALS City and Contractor acknowledge that the above Recitals are true and correct and are hereby incorporated by reference into this Contract. [SIGNATURES ON NEXT PAGE] R.E. Schultz Construction, Inc. Page 9 IN WITNESS WHEREOF, the parties hereto have caused this Contract to be executed on the day and year first written above. APPROVED AS TO FORM: CITY ATTORNEY'S OFFICE Date: I? I s 7ZZq r By: 01�,�� ar' n C. Harp °77� kity Attorney /ay ATTEST: Date: CITY OF NEWPORT BEACH, a California municipal corporation Date: I -I /-z- ®z `e By: WIII O'Neill Mayor CONTRACTOR: R.E. SCHULTZ CONSTRUCTION, INC., a California corporation Date: Signed in Counterpart By: Richard Earl Schultz Chief Executive Officer, Secretary, Chief Financial Officer SIGNATURES] Attachments: Exhibit A -- Labor and Materials Payment Bond Exhibit B -- Faithful Performance Bond Exhibit C — Insurance Requirements R.E. Schultz Construction, Inc. Page 10 IN WITNESS WHEREOF, the parties hereto have caused this Contract to be executed on the day and year first written above. APPROVED AS TO FORM: CITY ATTORNEY'S OFFICE Date: By: Aaron C. Harp City Attorney ATTEST: Date: By: Leilani I. Brown City Clerk CITY OF NEWPORT BEACH, a California municipal corporation Date: Bv: WllIO'Neill Mayor CONTRACTOR: R.E. SCHULTZ CONSTRUCTION, INC., a California corporation Date: 9/23/24 By: P_ Richard Earl Schult Chief Executive Offic , ecretary, Chief Financial Officer [END OF SIGNATURES] Attachments: Exhibit A -- Labor and Materials Payment Bond Exhibit B -- Faithful Performance Bond Exhibit C — Insurance Requirements R.E. Schultz Construction, Inc. Page 10 a CITY OF NEWPORT BEACH BOND NO. 1001206704 PREMIUM INCLUDED WITH PERFORMANCE BOND LABOR AND MATERIALS PAYMENT BOND WHEREAS, the City of Newport Beach, State of California, has awarded to R.E. Schultz Construction, Inc. hereinafter designated as the "Principal," a contract for: the work necessary for the completion of this contract consists of removing and disposing of existing improvements; furnishing and installing flexible play surface systems; furnishing and installing new play equipment and components and other incidental items to complete the work in place, in the City of Newport Beach, in strict conformity with the Contract on file with the office of the City Clerk of the City of Newport Beach, which is incorporated herein by this reference. WHEREAS, Principal has executed or is about to execute the Contract and the terms thereof require the furnishing of a bond, providing that if Principal or any of Principal's subcontractors, shall fail to pay for any materials, provisions, or other supplies used in, upon, for, 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 the undersigned Principal, and, U.S. Specialty Insurance Company duly authorized to transact business under the laws of the State of California, as Surety, (referred to herein as "Surety") are held and firmly bound unto the City of Newport Beach, in the sum of Eight Hundred Nineteen Thousand Four Hundred Seventy Five Dollars ($819,475.00) lawful money of the United States of America, said sum being equal to 100% of the estimated amount payable by the City of Newport Beach under the terms of the Contract; 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 present. THE CONDITION OF THIS OBLIGATION IS SUCH, that if the Principal or the Principal's subcontractors, fail to pay for any materials, provisions, or other supplies, implements or machinery used in, upon, for, or about the performance 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 Principal and subcontractors pursuant to Section 13020 of the Unemployment Insurance Code with respect to such work and labor, then the Surety will pay for the same, in an amount not exceeding the sum specified in this Bond, and also, in case suit is brought to enforce the obligations of this Bond, a reasonable attorneys' fee, to be fixed by the Court as required by the provisions of Section 9554 of the Civil Code of the State of California. The Bond shall inure to the benefit of any and all persons, companies, and corporations entitled to file claims under Section 9100 of the California Civil Code so as to give a right of action to them or their assigns in any suit brought upon this Bond, as R.E. Schultz Construction, Inc. _ Page A-1 BOND NO. 1001206704 required by and in accordance with the provisions of Sections 9500 of seq. of the Civil Code of the State of California. And Surety, for value received, hereby stipulates and agrees that no change, extension of time, alterations or additions to the terms of the Contract or to the Work to be performed thereunder shall in any wise affect its obligations on this Bond, and it does hereby waive notice of any such change, extension of time, alterations or additions to the terms of the Contract or to the Work or to the specifications. In the event that any principal above named executed this Bond as an individual, it is agreed that the death of any such principal shall not exonerate the Surety from its obligations under this Bond. IN WITNESS WHEREOF, this instrument has been duly executed by the above named Principal and Surety, on the 18th day of September , 20 24 . R.E. Schultz Construction, Inc. Name of Contractor (Principal) U.S. Specialty Insurance Company Name of Surety 801 South Figueroa Street #700 Los Angeles, CA 90017 Address of Surety 800-486-6695 Telephone APPROVED AS TO FORM: CITY ATTORNEY'S OFFICE Date: M- ron C. Harp ba1.3D• V y Attorney J Authorized Signatu itle Authorized g t Signature Blake A. Pfister, Attorney -in -Fact Print Name and Title NOTARY ACKNOWLEDGMENTS OF CONTRACTOR AND SURETY MUST BE ATTACHED R.E. Schultz Construction, Inc. Page A-2 CALIFORNIA ACKNOWLEDGMENT CIVIL CODE § 1189 A notary public or otherofficer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California 1 County of Orange J} On September 18, 2024 before me, L, Nahina Pfister, Notary Public Date Here Insert Name and Title of the Officer personally appeared Blake A. Pfis Name(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. L. NAHINA PFISTER Notary Public - California LO � Orange County Commission # 2479518 My Comm. Expires Jan. 13, 2028 Place Notary Seal and/or Stamp Above I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signatu OPTIONAL Signature of NoQ P glrc Completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: Bond 10 01 2 0 6 7 0 4 Document Date: September 18, 2024 Number of Pages: Signer(s) Other Than Named Above: N/A, None Capacity(ies) Claimed by Signer(s) Signer's Name: Blake A. Pfister ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Individual CK Attorney in Fact ❑ Trustee. ❑ Guardian or Conservator ❑ Other: Signer is Representing: U. S. Specialty Insurance Company Signer's Name: ----- ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer is Representing: ..,.... v. v. :. .:. w..e...,......,•..e-:. ....-..-.n...a .!(. Win... ..:.......: �:: .... ti:.y::.:. .:.. ,.fl 7-� ....a:.r..r..:.a:a^�y.-."n-..`.'.:'�:e�n. �'i'�::�::r:ti:•.•.. �:tik.:: �.`.L'i�:i.::�:v.'ui (02019 National• Association BOND NO. 1001206704 ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of Califoria County of U<- )SS' /1 On d6l 20 ,before me, Notary Public, personally appeared 7Z'e7 G,4"t c who proved to me on the basis of satisfactory evidence to be the per§ (s) whose name,(,) Lelare he subscribed to the within instrument and acknowledged to me that s • e/they executed the same in his/her/their authorized capacity(ies•), and that by( i-s/her/their signatures(p)on the instrument the personas), or the entity upon behalf of which the person(M'acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature D. MINDIOLA Notary Public California <s • = z Orange County f yo My Commission 2350274 Comm. Expires. Mar 5, 2025 (seal) ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of ) ss. On , 20before me, Notary Public, personalty appeared proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signatures(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature (seal) R.E. Schultz Construction, Inc. Page A-3 e TOKIO MART N E H C C POWER OF ATTORNEY AMERICAN CONTRACTORS INDEMNITY COMPANY TEXAS BONDING COMPANY UNITED STATES SURETY COMPANY U.S. SPECIALTY INSURANCE COMPANY KNOW ALL MEN BY THESE PRESENTS: That American Contractors Indemnity Company, a California corporation, Texas Bonding Company, an assumed name of American Contractors Indemnity Company, United States Surety Company, a Maryland corporation and U.S. Specialty Insurance Company, a Texas corporation (collectively, the "Companies"), do by these presents make, constitute and appoint: Blake A. Pfister of Mission Viejo, California its true and lawful Attorney(s)-in-fact, each in their separate capacity if more than one is named above, with full power and authority hereby conferred in its name, place and stead, to execute, acknowledge and deliver any and all bonds, recognizances, undertakings or other instruments or contracts of suretyship to include riders, amendments, and consents of surety, providing the bond penalty does not exceed *****Five Million***** Dollars ( ***$5 000,000.00*** ). This Power of Attorney shall expire without further action on January 31512028. This Power of Attorney is granted under and by authority of the following resolutions adopted by the Boards of Directors of the Companies: Be it Resolved, that the President, any Vice -President, any Assistant Vice -President, any Secretary or any Assistant Secretary shall be and is hereby vested with full power and authority to appoint any one or more suitable persons as Attorney(s)-in-Fact to represent and act for and on behalf of the Company subject to the following provisions: Attorney -in -Fact may be given full power and authority for and in the name of and on behalf of the Company, to execute, acknowledge and deliver, any and all bonds, recognizances, contracts, agreements or indemnity and other conditional or obligatory undertakings, including any and all consents for the release of retained percentages and/or final estimates on engineering and construction contracts, and any and all notices and documents canceling or terminating the Company's liability thereunder, and any such instruments so executed by any such Attorney -in -Fact shall be binding upon the Company as if signed by the President and sealed and effected by the Corporate Secretary. Be it Resolved, that the signature of any authorized officer and seal of the Company heretofore or hereafter affixed to any power of attorney or any certificate relating thereto by facsimile, and any power of attorney or certificate bearing facsimile signature or facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is attached. IN WITNESS WHEREOF, The Companies have caused this instrument to be signed and their corporate seals to be hereto affixed, this 1 sc day of February 2024. SO"'PCTOgs�.,,,! .���y0ING 'c,, `\`���5•,S. LJq �,,, `��.a`��1s?sirrar�oPAMERICAN CONTRACTORS INDEMNITY COMPANY, TEXAS o .. do%. .``�: ' a BONDING COMPANY, UNITED .STATES SURETY COMPANY, 3Q a ��:' f ` 3'^ U.S. SPEC ALTY INSURANCE COMPANY U ! 11CORFONATED 3z=�`• '' r • a_ .'X-Y.: r qY =-=17 W SEPT. 25, 1980 i ' m y Daniel P. Aguilar, ice re idsent y. A qT.....,..... FORNn`Op�°a anon A Notary Public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached. and not the truthfulness, accuracy, or validity of that document. State of California County of Los Angeles On this 15+ day of February 2024, before me, D. Littlefield, a notary public, personally appeared Daniel P. Aguilar, Vice President of American Contractors Indemnity Company, Texas Bonding Company, United States Surety Company and U.S. Specialty Insurance Company who proved to me on the basis of satisfactory evidence to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity, and that by his signature on the instrument the person, or the entity upon behalf of which the person acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. D.LrrUFIELD � NataryPtRrMc-GNfanlat Los An;eles County Signature (seal) Comnftiw i 247115>o My Comm. Expiras Jan 31. 2028 I, Kio Lo, Assistant Secretary of American Contractors Indemnity Company, Texas Bonding Company, United States Surety Company and U.S. Specialty Insurance Company, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney, executed by said Companies, which is still in full force and effect; furthermore, the resolutions of the Boards of Directors, set out in the Power of Attorney are in full force and effect. 19 Witness Whereof, I have hereunto set my hand and affixed the seals of said Companies at Los Angeles, California this 8th day of September 2024 . �r p"SP�pC70�5;2 ;.`ONpING"".,,, ��g SUgF oo`��lnsuryq .. 1� "a Bond No 1001206704 ,`a:...........,ti�,, `,.00. co,,,., �Nc, - — Agency No. 3074 -_ KioLo, A an+Seccretary SEPT 25. 1980 HCCSMANP0A02/2024 ^„u�, .......... tmhcc.com/surety for more information CITY OF NEWPORT BEACH BOND NO. 1001206704 FAITHFUL PERFORMANCE BOND The premium charges on this Bond is $ 11,695.00 , being at the rate of $ 14.27 thousand of the Contract price. WHEREAS, the City of Newport Beach, State of California, has awarded to R.E. Schultz Construction, Inc. hereinafter designated as the "Principal," a contract for: the work necessary for the completion of this contract consists of removing and disposing of existing improvements; furnishing and installing flexible play surface systems; furnishing and installing new play equipment and components and other incidental items to complete the work in place, in the City of Newport Beach, in strict conformity with the Contract on file with the office of the City Clerk of the City of Newport Beach, which is incorporated herein by this reference. WHEREAS, Principal has executed or is about to execute the Contract and the terms thereof require the furnishing of a Bond for the faithful performance of the Contract. NOW, THEREFORE, we, the Principal, and U.S. Specialty Insurance Company 801 South Figueroa Street #700 Los Angeles, CA 90017 , duly authorized to transact business under the laws of the State of California as Surety (hereinafter "Surety"), are held and firmly bound unto the City of Newport Beach, in the sum of Eight Hundred Nineteen Thousand Four Hundred Seventy Five Dollars ($819,475.00) lawful money of the United States of America, said sum being equal to 100% of the estimated amount of the Contract, to be paid to the City of Newport Beach, 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 present. THE CONDITION OF THIS OBLIGATION IS SUCH, that if the Principal, or the Principal's heirs, executors, administrators, successors, or assigns, fail to abide by, and well and truly keep and perform any or all the Work, covenants, conditions, and agreements in the Contract Documents and any alteration thereof made as therein provided on its part, to be kept and performed at the time and in the manner therein specified, and in all respects according to its true intent and meaning, or fails to indemnify, defend, and save harmless the City of Newport Beach, its officers, employees and agents, as therein stipulated, then, Surety will faithfully perform the same, in an amount not exceeding the sum specified in this Bond; otherwise this obligation shall become null and void. As a part of the obligation secured hereby, and in addition to the face amount specified in this Performance Bond, there shall be included costs and reasonable expenses and fees, including reasonable attorneys' fees, incurred by City, only in the event City is required to bring an action in law or equity against Surety to enforce the obligations of this Bond. R.E. Schultz Construction, Inc. Page B-1 BOND NO. 1001206704 Surety, for value received, stipulates and agrees that no change, extension of time, alterations or additions to the terms of the Contract or to the Work to be performed thereunder shall in any way affect its obligations on this Bond, and it does hereby waive notice of any such change, extension of time, alterations or additions of the Contract or to the Work or to the specifications. This Faithful Performance Bond shall be extended and maintained by the Principal in full force and effect for one (1) year following the date of formal acceptance of the Project by City. In the event that the Principal executed this bond as an individual, it is agreed that the death of any such Principal shall not exonerate the Surety from its obligations under this Bond. IN WITNESS WHEREOF, this instrument has been duly executed by the Principal and Surety above named, on the 181h day of September 2024 . R.E. Schultz Construction, Inc. Name of Contractor (Principal) U.S. Specialty Insurance Company Name of Surety 801 South Figueroa Street #700 Los Angeles, CA 90017 Address of Surety 800-486-6695 Telephone APPROVED AS TO FORM: CITY ATTORNEY'S OFFICE Date: 1713'-Ll�z u By: 19b, a,') on C. Harp 00','30.tiA Ofty Attorney AF -\-; -� �1: f --� Authorized Signature/'Ti RE l� Authorized Agent Signature Blake A. Pfister, Attorney -in -Fact Print Name and Title NOTARY ACKNOWLEDGMENTS OF CONTRACTOR AND SURETY MUST BE ATTACHED R.E. Schultz Construction, Inc. Page B-2 CALIFORNIA ACKNOWLEDGMENT CIVIL CODE § 1189 A notary public or other.officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California 1 County of Orange J} On September 18, 2024 before me, L. Nahina Pfister, Notary Public Date Here Insert Name and Title of the Officer personally appeared Blake A. Pfister Name(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. L. NAHINA PFISTER WITNESS my hand and official seal. Notary Public - California Orange County Commission # 2479518 �` l My Comm. Expires Jan. 13, 2028 Signatur Place Notary Seal and/or Stamp Above (13�_ISignature of Nolqryl P lic Completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: Bond 1001206704 Document Date: September 18, 2024 Number of Pages: Signer(s) Other Than Named Above: N/A, None Capacity(ies) Claimed by Signer(s) Signer's Name: Blake A. Pfister ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Individual DI Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer is Representing: U.S. Specialty Insurance Company Signer's Name: ----- ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer is Representing: Y:4.' :{: •:N.t�. �. ..�. J;Vh .{F. ..yy: �=i2.::+ 'F': �Si.!.<x• ••:`f•'$. t.:�e1•.^,._'.-t::..:...x-{ti.:YY+•S' •1;.' :!ter. u. ^ � .�...�'<�.•� v .�L.` r.?:i: ..Y�.' r`:..iY.t.G"Yi. 02019 BOND NO. 1001206704 ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of ss. �I On + ► - .-A - � 20 before me, 1J � kA Notary Public, personally appeared A� - who proved to me on the basis of satisfactory evidence to be the pe son(s) whose name(.g)Lg/•ar-e- subscribed to the within instrument and acknowledged to me that Jfb/she/they executed the same in /-her/their authorized capacity(jes), and that byeIjis/her/their signatures,(s) on the instrument the person(); or the entity upon behalf of which the person,(,s-7 acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. -E�.�, oo_�yF D. MINDIOLA my anosea WITNESS m hand d official l. Notary Public - California Z Orange County > Commission , 2350274 My Comm. Expires Ma 5, 2025 Signature (seal) ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of } ss. On 20 before me, Notary Public, personally appeared proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signatures(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJU RY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature (seal) R.E. Schultz Construction, Inc. Page B-3 TOKIO MARL NE H C C POWER OF ATTORNEY AMERICAN CONTRACTORS INDEMNITY COMPANY TEXAS BONDING COMPANY UNITED STATES SURETY COMPANY U.S. SPECIALTY INSURANCE COMPANY KNOW ALL MEN BY THESE PRESENTS: That American Contractors Indemnity Company, a California corporation, Texas Bonding Company, an assumed name of American Contractors Indemnity Company, United States Surety Company, a Maryland corporation and U.S. Specialty Insurance Company, a Texas corporation (collectively, the "Companies"), do by these presents make, constitute and appoint: Blake A. Pfister of Mission Viejo, California its true and lawful Attorneys) -in -fact, each in their separate capacity if more than one is named above, with full power and authority hereby conferred in its name, place and stead, to execute, acknowledge and deliver any and all bonds, recognizances, undertakings or other instruments or contracts of suretyship to include riders, amendments, and consents of surety, providing the bond penalty does not exceed *****Five Million***** Dollars ( ***$5,000,000.00*** ). This Power of Attorney shall expire without further action on January 315' 2028. This Power of Attorney is granted under and by authority of the following resolutions adopted by the Boards of Directors of the Companies: Be it Resolved, that the President, any Vice -President, any Assistant Vice -President, any Secretary or any Assistant Secretary shall be and is hereby vested with full power and authority to appoint any one or more suitable persons as Attorney(s)-in-Fact to represent and act for and on behalf of the Company subject to the following provisions: Attorney -in -Fact may be given full power and authority for and in the name of and on behalf of the Company, to execute, acknowledge and deliver, any and all bonds, recognizances, contracts, agreements or indemnity and other conditional or obligatory undertakings, including any and all consents for the release of retained percentages and/or final estimates on engineering and construction contracts, and any and all notices and documents canceling or terminating the Company's liability thereunder, and any such instruments so executed by any such Attorney -in -Fact shall be binding upon the Company as if signed by the President and sealed and effected by the Corporate Secretary. Be it Resolved, that the signature of any authorized officer and seal of the Company heretofore or hereafter affixed to any power of attorney or any certificate relating thereto by facsimile, and any power of attorney or certificate bearing facsimile signature or facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is attached. IN WITNESS WHEREOF, The Companies have caused this instrument to be signed and their corporate seals to be hereto affixed, this 15' day of February 2024. v`O"pING"'r "`g'Sl1R /1", wsiva;'r AMERICAN CONTRACTORS INDEMNITY COMPANY, TEXAS ......... RS o , a ,, °�. O p F , BONDING COMPANY, UNITED STATES SURETY COMPANY, 3'' d^` ` .- , U.S. SPEC ALTY INSURANCE COMPANY Q/ 't .__Qi •-4 19/ Nr�l, jgIIt s.Oc^vQr -I" - V i 114COREOnATED j -1 =- x • .3"W �iN hl •. ;' -- � : `'! SEPT. 25, MO ;'� ri, .'.Y. VZ Y ,� A r��-B fi r �`. y: =� .•.. k o` "sT -•. :PS,. ''yo'' <?-d' Daniel P. Aguilar, ice President riC4ClFOP�`* �'�I�DOF uQ'i-�� "r nu�i`iu+l \Pp '"ihr,nrlr:uto``. `r`rbnw,nnuoa. qr A Notary Public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached and not the truthfulness accuracy, or validity of that document. State of California County of Los Angeles On this 1st day of February 2024, before me, D. Littlefield, a notary public, personally appeared Daniel P. Aguilar, Vice President of American Contractors Indemnity Company, Texas Bonding Company, United States Surety Company and U.S. Specialty Insurance Company who proved to me on the basis of satisfactory evidence to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity, and that by his signature on the instrument the person, or the entity upon behalf of which the person acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and offs ' 1 seal. o.urnFF% �--- ' ry PuWIc - CaBroEnla Los MQeies County Signature -- (seal) Cwmiub"+24715n My Comm. Expiras An 31, 2029 I, Kio Lo, Assistant Secretary of American Contractors Indemnity Company, Texas Bonding Company, United States Surety Company and U.S. Specialty Insurance Company, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney, executed by said Companies, which is still in full force and effect; furthermore, the resolutions of the Boards of Directors, set out in the Power of Attorney are in full force and effect. In Witness Whereof, I have hereunto set my hand and affixed the seals of said Companies at Los Angeles, Cal'fornia this 8t-h day of September ,_2na_• tAC70pS"ri. .jON am°unrr 1 1001206704 �. °o °��- ' ":�:..: ... Bond No. "6: Agency No. 3074 U., OXP09A Eo o ` W /' ;r = Kio Lo, A ?nt Seuetery SEPT. i5 1900 < r < r f c r.,,�g41'D8N`Ai" HCCSMANPOA02/2024 visit tmhcC.com/surety for more information EXHIBIT C INSURANCE REQUIREMENTS — PUBLIC WORKS AND CONSTRUCTION 1. Provision of Insurance. Without limiting Contractor's indemnification of City, and prior to commencement of Work, Contractor shall obtain, provide and maintain at its own expense during the term of this Contract, policies of insurance of the type and amounts described below and in a form satisfactory to City. Contractor agrees to provide insurance in accordance with requirements set forth here. If Contractor uses existing coverage to comply and that coverage does not meet these requirements, Contractor agrees to amend, supplement or endorse the existing coverage. 2. Acceptable Insurers. All insurance policies shall be issued by an insurance company currently authorized by the Insurance Commissioner to transact business of insurance in the State of California, with an assigned policyholders' Rating of A- (or higher) and Financial Size Category Class VII (or larger) in accordance with the latest edition of Best's Key Rating Guide, unless otherwise approved by the City's Risk Manager. 3. Coverage Requirements. A. Workers' Compensation Insurance. Contractor shall maintain Workers' Compensation Insurance providing statutory benefits and Employer's Liability Insurance with limits of at least one million dollars ($1,000,000) each employee for bodily injury by accident and each employee for bodily injury by disease in accordance with the laws of the State of California. In addition, Contractor shall require each subcontractor to similarly maintain Workers' Compensation Insurance and Employer's Liability Insurance in accordance with California law for all of the subcontractor's employees. Contractor shall submit to City, along with the certificate of insurance, a Waiver of Subrogation endorsement in favor of City, its City Council, boards and commissions, officers, agents, volunteers, employees, and any person or entity owning or otherwise in legal control of the property upon which Contractor performs the Project and/or Services contemplated by this Agreement. B. General Liability Insurance. Contractor shall maintain commercial general liability insurance, and if necessary excess/umbrella liability insurance, with coverage at least as broad as provided by Insurance Services Office form CG 00 01, in an amount not less than two million dollars ($2,000,000) per occurrence, four million dollars ($4,000,000) general aggregate. The policy shall cover liability arising from premises, operations, products -completed operations, personal and advertising R.E. Schultz Construction, Inc. Page C-1 C. Primary and Non -Contributory. Contractor's insurance coverage shall be primary insurance and/or the primary source of recovery with respect to City, its City Council, boards and commissions, officers, agents, volunteers and employees. Any insurance or self-insurance maintained by City shall be excess of Contractor's insurance and shall not contribute with it. D. Notice of Cancellation. All policies shall provide City with thirty (30) calendar days' notice of cancellation or nonrenewal of coverage (except for nonpayment for which ten (10) calendar days' notice is required) for each required coverage. 6. Additional Agreements Between the Parties. The parties hereby agree to the following: A. Evidence of Insurance. Contractor shall provide certificates of insurance to City as evidence of the insurance coverage required herein, along with a waiver of subrogation endorsement for workers' compensation and other endorsements as specified herein for each coverage. All of the executed documents referenced in this Contract must be returned to City within ten (10) regular City business days after the date on the "Notification of Award". Insurance certificates and endorsements must be approved by City's Risk Manager prior to commencement of performance. Current certification of insurance shall be kept on file with City at all times during the term of this Contract. The certificates and endorsements for each insurance policy shall be signed by a person authorized by that insurer to bind coverage on its behalf. At least fifteen (15) days prior to the expiration of any such policy, evidence of insurance showing that such insurance coverage has been renewed or extended shall be filed with the City. If such coverage is cancelled or reduced, Contractor shall, within ten (10) days after receipt of written notice of such cancellation or reduction of coverage, file with the City evidence of insurance showing that the required insurance has been reinstated or has been provided through another insurance company or companies. City reserves the right to require complete, certified copies of all required insurance policies, at any time. B. City's Right to Revise Requirements. The City reserves the right at any time during the term of the Contract to change the amounts and types of insurance required by giving Contractor sixty (60) calendar days' advance written notice of such change. If such change results in substantial additional cost to Contractor, City and Contractor may renegotiate Contractor's compensation. R.E. Schultz Construction, Inc. Page C-3 C. Right to Review Subcontracts. Contractor agrees that upon request, all agreements with subcontractors or others with whom Contractor enters into contracts with on behalf of City will be submitted to City for review. Failure of City to request copies of such agreements will not impose any liability on City, or its employees. Contractor shall require and verify that all subcontractors maintain insurance meeting all the requirements stated herein, and Contractor shall ensure that City is an additional insured on insurance required from subcontractors. For CGL coverage, subcontractors shall provide coverage with a format at least as broad as CG 20 38 04 13. D. Enforcement of Contract Provisions. Contractor acknowledges and agrees that any actual or alleged failure on the part of City to inform Contractor of non-compliance with any requirement imposes no additional obligations on City nor does it waive any rights hereunder. E. Requirements not Limiting. Requirements of specific coverage features or limits contained in this Exhibit A are not intended as a limitation on coverage, limits or other requirements, or a waiver of any coverage normally provided by any insurance. Specific reference to a given coverage feature is for purposes of clarification only as it pertains to a given issue and is not intended by any party or insured to be all inclusive, or to the exclusion of other coverage, or a waiver of any type. If the Contractor maintains higher limits than the minimums shown above, the City requires and shall be entitled to coverage for higher limits maintained by the Contractor. Any available proceeds in excess of specified minimum limits of insurance and coverage shall be available to the City. F. Self -Insured Retentions. Contractor agrees not to self -insure or to use any self -insured retentions on any portion of the insurance required herein and further agrees that it will not allow any indemnifying party to self -insure its obligations to City. If Contractor's existing coverage includes a self -insured retention, the self -insured retention must be declared to City. City may review options with Contractor, which may include reduction or elimination of the self -insured retention, substitution of other coverage, or other solutions. Contractor agrees to be responsible for payment of any deductibles on their policies. G. City Remedies for Non -Compliance. If Contractor or any subcontractor fails to provide and maintain insurance as required herein, then City shall have the right but not the obligation, to purchase such insurance, to terminate this Contract, or to suspend Contractor's right to proceed until proper evidence of insurance is provided. Any amounts paid by City shall, at City's sole option, be deducted from amounts payable to Contractor or reimbursed by Contractor upon demand. R.E. Schultz Construction, Inc. Page C-4 H. Timely Notice of Claims. Contractor shall give City prompt and timely notice of claims made or suits instituted that arise out of or result from Contractor's performance under this Contract, and that involve or may involve coverage under any of the required liability policies. City assumes no obligation or liability by such notice, but has the right (but not the duty) to monitor the handling of any such claim or claims if they are likely to involve City. Contractor's Insurance. Contractor shall also procure and maintain, at its own cost and expense, any additional kinds of insurance, which in its own judgement may be necessary for its proper protection and prosecution of the Work. R.E. Schultz Construction, Inc. Page C-5 . G § / « k \ . # \ L . . \ / / 2 2 R a § 3 / k to. - s \ / e . . ) . � k . § , ,E k CL � ) 2 — \ » ® j } k D \ j z ° \ 7 _ » = 2 = k j / f \ / / § . : / i ° / \ / . I § a) City of Newport Beach San Miguel Park Accessibility Improvements CONTRACT# C-9371-1 Federally Assisted Project U.S. Department of Housing and Urban Development Bid Document Package EXHIBIT 1 — EXHIBIT 16 Documents to be Filled Out and Submitted with Bid FA-1 Federally Assisted Project U.S. Department of Housing and Urban Development Exhibit 1 Summary of Contract Provisions Exhibit 2 Federal Labor Standards Provisions - HUD-4010 Exhibit 3 Federal Equal Employment Opportunity / Affirmative Action Provisions Exhibit 4 Contracting With Small Business, Minority Firms, Women's Business Enterprise, and Labor Surplus Area Firms Exhibit 5 Compliance with Clean Air and Water Acts Exhibit 6 Worker's Compensation Certification Exhibit 7 List of Proposed Subcontractors or Sub -Tier Contractors Exhibit 8 Certifcation of Understanding and Authorization Exhibit 9 Request for Additional Classification and Rate Exhibit 10 Non -Segregated Facilities Certification Exhibit 11 Past Performance Certification Exhibit 12 Notice of Equal Employment Opportunity Exhibit 13 Minority and Women's Business Enterprise Tierd Compliance Plan Exhibit 14 Federal Lobbyist Certification Exhibit 15 Section 3 Program Forms Exhibit 16 Federal Wage Decision FA-1 EXHIBIT 1 Summary of Contract Provisions Prevailina Wane Statement: This contract will be funded in whole or in part with federal housing and community development funds. The Federal Labor Standards Provisions, including prevailing wage requirements of the Davis -Bacon and Related Acts will be enforced. A copy of the Federal Wage Decision applicable to this project is included in the Bid Document. This is project is a public work in the State of California, funded in whole or in part with public funds. Therefore, the higher of the two applicable prevailing wage rates, federal or state, will be enforced. The Contractor's duty to pay State prevailing wages can be found under Labor Code Section 1770 et seq. Labor Code Sections 1775 and 1777.7 outline the penalties for failure to pay prevailing wages and to employ apprentices, including forfeitures and debarment. The State Wage Decision is available online at hftp://www.dir.ca.gov/dlsr/ or by contacting the Awarding Body for this contract. Apprenticeship Proaram: Attention is directed to Sections 1777.5, 1777.6 and 1777.7 of the California Labor Code and Title 8, California Administrative code, Section 200 et seq. to ensure compliance and complete understanding of the law regarding apprentices. Minority and Women Owned Business: Contractors are required to document their status as a Minority Business Enterprise (MBE), a Women -owned Business Enterprise (WBE) or a non-MBE/WBE firm. It is the policy of the Awarding Agency to encourage MBE and WBE participation to the greatest extent feasible on this project in accordance with Executive Order 11625 and Executive Order12138. Section 3 Statement: This is a HUD Section 3 construction contract. Contracts of $100,000 or more shall be required to address the Section 3 employment, training and subcontracting opportunity regulations set forth by the U.S. Department of Housing and Urban Developmetn at 24 CFR Part 135 by 1) demonstrating that the firm is a Section 3 Business, or 2) submitting a written commitment (Economic Opportunity Plan) to hire Section 3 Residents or to subcontract with Section 3 businesses, or 3) certifying that no new hires are necessary to complete the contracted work and that no subcontracts will be awarded. Conflict of Interest: In the procurement of supplies, equipment, construction, and services by sub - recipients, the conflict of interest provisions in (State LCA - 24 CFR 85.36 and Non -Profit Organizations - 24 CFR 84.4), OMB Circular A-110, and 24 CFR 570.611, respectively, shall apply. No employee, officer or agent of the sub -recipient shall participate in selection, or in the award or administration of a contract supported by Federal funds if a conflict of Interest, real or apparent, would be involved. FA-2 EXHIBIT 2 Federal Labor Standards Provisions (Next Page) FA-3 Federal Labor Standards Provisions U.S. Department of Housing and Urban Development Office of Labor Relations Applicability The Project or Program to which the construction work covered by this contract pertains Is being assisted by the United States of America and the following Federal Labor Standards Provisions are Included in this Contract pursuant to the provisions applicable to such Federal assistance. A. 1. (1) Minimum Wages. All laborers and mechanics employed or working upon the site of the work, will be paid unconditionally and not less often than once a week, and without subsequent deduction or rebate on any account (except such payroll deductions as are permitted by regulations issued by the Secretary of Labor under the Copeland Act (29 CFR Part 3), the full amount of wages and bona fide fringe benefits (or cash equivalents thereof) due at time of payment computed at rates not less than those contained in the wage determination of the Secretary of Labor which is attached hereto and made a part hereof, regardless of any contractual relationship which may be alleged to exist between the contractor and such laborers and mechanics. Contributions made or costs reasonably anticipated for bona fide fringe benefits under Section I(b)(2) of the Davis -Bacon Act on behalf of laborers or mechanics are considered wages paid to such laborers or mechanics, subject to the provisions of 29 CFR 5.5(a)(1)(iv); also, regular contributions made or costs incurred for more than a weekly period (but not less often than quarterly) under plans, funds, or programs, which cover the particular weekly period, are deemed to be constructively made or incurred during such weekly period. Such laborers and mechanics shall be paid the appropriate wage rate and fringe benefits on the wage determination for the classification of work actually performed, without regard to skill, except as provided in 29 CFR 5.5(a)(4). Laborers or mechanics performing work in more than one classification may be compensated at the rate specified for each classification for the time actually worked therein: Provided, That the employer's payroll records accurately set forth the time spent in each classification in which work is performed. The wage determination (including any additional classification and wage rates conformed under 29 CFR 5.5(a)(1)(11) and the Davis -Bacon poster (WH-1321) shall be posted at all times by the contractor and Its subcontractors at the site of the work in a prominent and accessible, place where It can be easily seen by the workers. (11) (a) Any class of laborers or mechanics which is not listed in the wage determination and which Is to be employed under the contract shall be classified In conformance with the wage determination. HUD shall approve an additional classification and wage rate and fringe benefits therefor only when the following criteria have been met: (1) The work to be performed by the classification requested is not performed by a classification in the wage determination; and (2) The classification is utilized in the area by the construction industry; and (3) The proposed wage rate, including any bona fide fringe benefits, bears a reasonable relationship to the wage rates contained in the wage determination. (b) If the contractor and the laborers and mechanics to be employed in the classification (if known), or their representatives, and HUD or its designee agree on the classification and wage rate (including the amount designated for fringe benefits where appropriate), a report of the action taken shall be sent by HUD or its designee to the Administrator of the Wage and Hour Division, Employment Standards Administration, U.S. Department of Labor, Washington, D.C. 20210. The Administrator, or an authorized representative, will approve, modify, or disapprove every additional classification action within 30 days of receipt and so advise HUD or its designee or will notify HUD or its designee within the 30-day period that additional time is necessary. (Approved by the Office of Management and Budget under OMB control number 1215-0140.) (c) In the event the contractor, the laborers or mechanics to be employed in the classification or their representatives, and HUD or Its designee do not agree on the proposed classification and wage rate (including the amount designated for fringe benefits, where appropriate), HUD or its designee shall refer the questions, including the views of all Interested parties and the recommendation of HUD or its designee, to the Administrator for determination. The Administrator, or an authorized representative, will issue a determination within 30 days of receipt and so advise HUD or Its designee or will notify HUD or its designee within the 30- day period that additional time is necessary. (Approved by the Office of Management and Budget under OMB Control Number 1215-0140.) (d) The wage rate (Including fringe benefits where appropriate) determined pursuant to subparagraphs (1)(11)(b) or (c) of this paragraph, shall be paid to all workers performing work in the classification under this contract from the first day on which work is performed in the classification. (111) Whenever the minimum wage rate prescribed in the contract for a class of laborers or mechanics includes a fringe benefit which is not expressed as an hourly rate, the contractor shall either pay the benefit as stated in the wage determination or shall pay another bona fide fringe benefit or an hourly cash equivalent thereof. (Iv) If the contractor does not make payments to a trustee or other third person, the contractor may consider as part form HUD4010 (0612009) Previous editions are obsolete Page 1 of 5 ref. Handbook 1344.1 3 of the wages of any laborer or mechanic the amount of any costs reasonably anticipated in providing bona fide fringe benefits under a plan or program, Provided, That the Secretary of Labor has found, upon the written request of the contractor, that the applicable standards of the Davis -Bacon Act have been met. The Secretary of Labor may require the contractor to set aside in a separate account assets for the meeting of obligations under the plan or program. (Approved by the Office of Management and Budget under OMB Control Number 1215-0140.) 2. Withholding. HUD or its designee shall upon its own action or upon written request of an authorized representative of the Department of Labor withhold or cause to be withheld from the contractor under this contract or any other Federal contract with the same prime contractor, or any other Federally -assisted contract subject to Davis -Bacon prevailing wage requirements, which is held by the same prime contractor so much of the accrued payments or advances as may be considered necessary to pay laborers and mechanics, including apprentices, trainees and helpers, employed by the contractor or any subcontractor the full amount of wages required by the contract In the event of failure to pay any laborer or mechanic, including any apprentice, trainee or helper, employed or working on the site of the work, all or part of the wages required by the contract, HUD or its designee may, after written notice to the contractor, sponsor, applicant, or owner, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds until such violations have ceased. HUD or its designee may, after written notice to the contractor, disburse such amounts withheld for and on account of the contractor or subcontractor to the respective employees to whom they are due. The Comptroller General shall make such disbursements in the case of direct Davis -Bacon Act contracts. 3. (i) Payrolls and basic records. Payrolls and basic records relating thereto shall be maintained by the contractor during the course of the work preserved for a period of three years thereafter for all laborers and mechanics working at the site of the work. Such records shall contain the name, address, and social security number of each such worker, his or her correct classification, hourly rates of wages paid (including rates of contributions or costs anticipated for bona fide fringe benefits or cash equivalents thereof of the types described in Section I(b)(2)(B) of the Davis -bacon Act), daily and weekly number of hours worked, deductions made and actual wages paid. Whenever the Secretary of Labor has found under 29 CFR 5.5 (a)(1)(iv) that the wages of any laborer or mechanic include the amount of any costs reasonably anticipated in providing benefits under a plan or program described in Section I(b)(2)(B) of the Davis -Bacon Act, the contractor shall maintain records which show that the commitment to provide such benefits is enforceable, that the plan or program is financially responsible, and that the plan or program has been communicated in writing to the laborers or mechanics affected, and records which show the costs anticipated or the actual cost incurred in providing such benefits. Contractors employing apprentices or trainees under approved programs shall maintain written evidence of the registration of apprenticeship programs and certification of trainee programs, the registration of the apprentices and trainees, and the ratios and wage rates prescribed in the applicable programs. (Approved by the Office of Management and Budget under OMB Control Numbers 1215-0140 and 1215-0017.) (ii) (a) The contractor shall submit weekly for each week in which any contract work is performed a copy of all payrolls to HUD or its designee if the agency is a party to the contract, but if the agency is not such a party, the contractor will submit the payrolls to the applicant sponsor, or owner, as the case may be, for transmission to HUD or its designee. The payrolls submitted shall set out accurately and completely all of the information required to be maintained under 29 CFR 5.5(a)(3)(i) except that full social security numbers and home addresses shall not be included on weekly transmittals. Instead the payrolls shall only need to include an individually identifying number for each employee (e.g., the last four digits of the employee's social security number). The required weekly payroll information may be submitted in any form desired. Optional Form WH-347 is available for this purpose from the Wage and Hour Division Web site at http://www.dol._qovlesa/whd/forms/wh347instr.htm or its successor site. The prime contractor is responsible for the submission of copies of payrolls by all subcontractors. Contractors and subcontractors shall maintain the full social security number and current address of each covered worker, and shall provide them upon request to HUD or its designee if the agency is a party to the contract, but if the agency is not such a party, the contractor will submit the payrolls to the applicant sponsor, or owner, as the case may be, for transmission to HUD or its designee, the contractor, or the Wage and Hour Division of the Department of Labor for purposes of an investigation or audit of compliance with prevailing wage requirements. It is not a violation of this subparagraph for a prime contractor to require a subcontractor to provide addresses and social security numbers to the prime contractor for its own records, without weekly submission to HUD or its designee. (Approved by the Office of Management and Budget under OMB Control Number 1215-0149.) (b) Each payroll submitted shall be accompanied by a "Statement of Compliance," signed by the contractor or subcontractor or his or her agent who pays or supervises the payment of the persons employed under the contract and shall certify the following: (1) That the payroll for the payroll period contains the information required to be provided under 29 CFR 5.5 (a)(3)(ii), the appropriate information is being maintained under 29 CFR 5.5(a)(3)(i), and that such information is correct and complete; form HUDA010 (06/2009) Previous editions are obsolete Page 2 of 5 ref. Handbook 1344.1 FA-5 (2) That each laborer or mechanic (Including each helper, apprentice, and trainee) employed on the contract during the payroll period has been paid the full weekly wages earned, without rebate, either directly or indirectly, and that no deductions have been made either directly or indirectly from the full wages earned, other than permissible deductions as set forth in 29 CFR Part 3; (3) That each laborer or mechanic has been paid not less than the applicable wage rates and fringe benefits or cash equivalents for the classification of work performed, as specified in the applicable wage determination incorporated into the contract. (c) The weekly submission of a properly executed certification set forth on the reverse side of Optional Form WH-347 shall satisfy the requirement for submission of the"Statement of Compliance' required by subparagraph A.3.(11)(b). (d) The falsification of any of the above certifications may subject the contractor or subcontractor to civil or criminal prosecution under Section 1001 of Title 18 and Section 231 of Title 31 of the United States Code. (iii) The contractor or subcontractor shall make the records required under subparagraph A.3.(i) available for inspection, copying, or transcription by authorized representatives of HUD or its designee or the Department of Labor, and shall permit such representatives to interview employees during working hours on the job. If the contractor or subcontractor fails to submit the required records or to make them available, HUD or its designee may, after written notice to the contractor, sponsor, applicant or owner, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds. Furthermore, failure to submit the required records upon request or to make such records available may be grounds for debarment action pursuant to 29 CFR 5.12. 4. Apprentices and Trainees. (1) Apprentices. Apprentices will be permitted to work at less than the predetermined rate for the work they performed when they are employed pursuant to and individually registered in a bona fide apprenticeship program registered with the U.S. Department of Labor, Employment and Training Administration, Office of Apprenticeship Training, Employer and Labor Services, or with a State Apprenticeship Agency recognized by the Office, or if a person is employed in his or her first 90 days of probationary employment as an apprentice in such an apprenticeship program, who is not individually registered in the program, but who has been certified by the Office of Apprenticeship Training, Employer and Labor Services or a State Apprenticeship Agency (where appropriate) to be eligible for probationary employment as an apprentice. The allowable ratio of apprentices to journeymen on the job site in any craft classification shall not be greater than the ratio permitted to the contractor as to the entire work force under the registered program. Any worker listed on a payroll at an apprentice wage rate, who is not registered or otherwise employed as stated above, shall be paid not less than the applicable wage rate on the wage determination for the classification of work actually performed. In addition, any apprentice performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. Where a contractor is performing construction on a project in a locality other than that in which its program is registered, the ratios and wage rates (expressed in percentages of the journeyman's hourly rate) specified in the contractor's or subcontractor's registered program shall be observed. Every apprentice must be paid at not less than the rate specified in the registered program for the apprentice's level of progress, expressed as a percentage of the journeymen hourly rate specified in the applicable wage determination. Apprentices shall be paid fringe benefits in accordance with the provisions of the apprenticeship program. If the apprenticeship program does not specify fringe benefits, apprentices must be paid the full amount of fringe benefits listed on the wage determination for the applicable classification. If the Administrator determines that a different practice prevails for the applicable apprentice classification, fringes shall be paid in accordance with that determination. In the event the Office of Apprenticeship Training, Employer and Labor Services, or a State Apprenticeship Agency recognized by the Office, withdraws approval of an apprenticeship program, the contractor will no longer be permitted to utilize apprentices at less than the applicable predetermined rate for the work performed until an acceptable program is approved. (ii) Trainees. Except as provided in 29 CFR 5.16, trainees will not be permitted to work at less than the predetermined rate for the work performed unless they are employed pursuant',to and individually registered in a program which has received prior approval, evidenced by formal certification by the U.S. Department of Labor, Employment and Training Administration. The ratio of trainees to journeymen on the job site shall not be greater than permitted under the plan approved by the Employment and Training Administration. Every trainee must be paid at not less than the rate specified in the approved program for the trainee's level of progress, expressed as a percentage of the journeyman hourly rate specified in the applicable wage determination. Trainees shall be paid fringe benefits in accordance with the provisions of the trainee program. If the trainee program does not mention fringe benefits, trainees shall be paid the full amount of fringe benefits listed on the wage determination unless the Administrator of the Wage and Hour Division determines that there is an apprenticeship program associated with the corresponding journeyman wage rate on the wage determination which provides for less than full fringe benefits for apprentices. Any employee listed on the payroll at a trainee rate who is not registered and participating in a training plan approved by form HUD-4010 (06/200f Previous editions are obsolete Page 3 of 5 ref. Handbook 1344. FA-6 the Employment and Training Administration shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. In addition, any trainee performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. In the event the Employment and Training Administration withdraws approval of a training program, the contractor will no longer be permitted to utilize trainees at less than the applicable predetermined rate for the work performed until an acceptable program is approved. (iii) Equal employment opportunity. The utilization of apprentices, trainees and journeymen under 29 CFR Part 5 shall be in conformity with the equal employment opportunity requirements of Executive Order 11246, as amended, and 29 CFR Part 30. 5. Compliance with Copeland Act requirements. The contractor shall comply with the requirements of 29 CFR Part 3 which are incorporated by reference in this contract 6. Subcontracts. The contractor or subcontractor will Insert in any subcontracts the clauses contained in subparagraphs 1 through 11 in this paragraph A and such other clauses as HUD or its designee may by appropriate Instructions require, and a copy of the applicable prevailing wage decision, and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts. The prime contractor shall be responsible for the compliance by any subcontractor or lower tier subcontractor with all the contract clauses in this paragraph. 7. Contract termination; debarment. A breach of the contract clauses in 29 CFR 5.5 may be grounds for termination of the contract and for debarment as a contractor and a subcontractor as provided in 29 CFR 5.12. B. Compliance with Davis -Bacon and Related Act Requirements. All rulings and interpretations of the Davis -Bacon and Related Acts contained in 29 CFR Parts 1, 3, and 5 are herein incorporated by reference in this contract 9. Disputes concerning labor standards. Disputes arising out of the labor standards provisions of this contract shall not be subject to the general disputes clause of this contract. Such disputes shall be resolved in accordance with the procedures of the Department of Labor set forth in 29 CFR Parts 5, 6, and 7. Disputes within the meaning of this clause include disputes between the contractor (or any of its subcontractors) and HUD or its designee, the U.S. Department of Labor, or the employees or their representatives. 10. (i) Certification of Eligibility. By entering into this contract the contractor certifies that neither it (nor he or she) nor any person or firm who has an interest in the contractor's firm is a person or firm ineligible to be awarded Government contracts by virtue of Section 3(a) of the Davis -Bacon Act or 29 CFR 5.12(a)(1) or to be awarded HUD contracts or participate in HUD programs pursuant to 24 CFR Part 24. (ii) No part of this contract shall be subcontracted to any person or firm ineligible for award of a Government contract by virtue of Section 3(a) of the Davis -Bacon Act or 29 CFR 5.12(a)(1) or to be awarded HUD contracts or participate in HUD programs pursuant to 24 CFR Part 24. (iii) The penalty for making false statements is prescribed in the U.S. Criminal Code, 18 U.S.C. 1001. Additionally, U.S. Criminal Code, Section 1 01 0, Title 18, U.S.C., "Federal Housing Administration transactions", provides in part: "Whoever, for the purpose of ... influencing In any way the action of such Administration..... makes, utters or publishes any statement knowing the same to be false..... shall be fined not more than $5,000 or Imprisoned not more than two years, or both." 11. Complaints, Proceedings, or Testimony by Employees. No laborer or mechanic to whom the wage, salary, or other labor standards provisions of this Contract are applicable shall be discharged or in any other manner discriminated against by the Contractor or any subcontractor because such employee has filed any complaint or instituted or caused to be instituted any proceeding or has testified or is about to testify in any proceeding under or relating to the labor standards applicable under this Contract to his employer. B. Contract Work Hours and Safety Standards Act. The provisions of this paragraph B are applicable where the amount of the prime contract exceeds $100,000. As used in this paragraph, the terms "laborers" and "mechanics" include watchmen and guards. (1) Overtime requirements. No contractor or subcontractor contracting for any part of the contract work which may require or involve the employment of laborers or mechanics shall require or permit any such laborer or mechanic in any workweek in which the individual is employed on such work to work in excess of 40 hours in such workweek unless such laborer or mechanic receives compensation at a rate not less than one and one-half times the basic rate of pay for all hours worked in excess of 40 hours in such workweek. (2) Violation; liability for unpaid wages; liquidated damages. In the event of any violation of the clause set forth in subparagraph (1) of this paragraph, the contractor and any subcontractor responsible therefor shall be liable for the unpaid wages. In addition, such contractor and subcontractor shall be liable to the United States (in the case of work done under contract for the District of Columbia or a territory, to such District or to such territory), for liquidated damages. Such liquidated damages shall be computed with respect to each individual laborer or mechanic, including watchmen and guards, employed in violation of the clause set forth in subparagraph (1) of this paragraph, in the sum of $10 for each calendar day on which such individual was required or permitted to work in excess of the standard workweek of 40 hours without payment of the overtime wages required by the clause set forth in sub paragraph (1) of this paragraph. form HUD-4010 (0612009) Previous editions are obsolete Page 4 of 5 ref. Handbook 1344.1 FA-7 (3) Withholding for unpaid wages and liquidated damages. HUD or its designee shall upon its own action or upon written request of an authorized representative of the Department of Labor withhold or cause to be withheld, from any moneys payable on account of work performed by the contractor or subcontractor under any such contract or any other Federal contract with the same prime contract, or any other Federally -assisted contract subject to the Contract Work Hours and Safety Standards Act which is held by the same prime contractor such sums as may be determined to be necessary to satisfy any liabilities of such contractor or subcontractor for unpaid wages and liquidated damages as provided in the clause set forth in subparagraph (2) of this paragraph. (4) Subcontracts. The contractor or subcontractor shall insert in any subcontracts the clauses set forth in subparagraph (1) through (4) of this paragraph and also a clause requiring the subcontractors to Include these clauses in any lower tier subcontracts. The prime contractor shall be responsible for compliance by any subcontractor or lower tier subcontractor with the clauses set forth in subparagraphs (1) through (4) of this paragraph. C. Health and Safety. The provisions of this paragraph C are applicable where the amount of the prime contract exceeds $100,000. (1) No laborer or mechanic shall be required to work in surroundings or under working conditions which are unsanitary, hazardous, or dangerous to his health and safety as determined under construction safety and health standards promulgated by the Secretary of Labor by regulation. (2) The Contractor shall comply with all regulations issued by the Secretary of Labor pursuant to Title 29 Part 1926 and failure to comply may result in imposition of sanctions pursuant to the Contract Work Hours and Safety Standards Act, (Public Law 91-54, 83 Stat 96). 40 USC 3701 at seg. (3) The contractor shall include the provisions of this paragraph in every subcontract so that such provisions will be binding on each subcontractor. The contractor shall take such action with respect to any subcontractor as the Secretary of Housing and Urban Development or the Secretary of Labor shall direct as a means of enforcing such provisions. form HUD-4010 (06/2009) Previous editions are obsolete Page 5 of 5 ref. Handbook 1344.1 EXHIBIT 3 Federal Equal Employment Opportunity / Affirmative Action Provisions EQUAL OPPORTUNITY CLAUSE. During the performance of this contract, the contractor agrees as follows: a. The contractor will not discriminate against any employee or applicant for employment because of race, color, religion, sex, or national origin. The contractor will take affirmative action to ensure that applicants are employed, and that employees are treated during employment without regard to their race, color, religion, sex, or national origin. Such action shall include, but not be limited to the following: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided setting forth the provisions of this nondiscrimination clause. b. The contractor will, in all solicitations or advertisements for employees placed by or on behalf of the contractor, state that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex, or national origin. C. The contractor will send to each labor union or representative of workers with which he/she has a collective bargaining agreement or other contract or understanding, a notice to be provided, advising the said labor union or workers' representative of the contractor's commitments under this section, and shall post copies of the notice in conspicuous places available to employees and applicants for employment. d. The contractor will comply with all provisions of Executive Order 11246 of September 24, 1965, and of the rules, regulations, and relevant orders of the Secretary of Labor. e. The contractor will furnish all information and reports required by Executive Order 11246 of September 24, 1965, and by the rules, regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his/her books, records, and accounts by the administering agency and the Secretary of Labor for purposes of investigation to ascertain compliance with such rules, regulations, and orders. In the event of the contractor's noncompliance with the nondiscrimination clause of this contract or with any of the said rules, regulations, or orders, this contract may be canceled, terminated, or suspended in whole, or in part, and the contractor may be declared ineligible for further government contracts or federally assisted construction contracts in accordance with procedures authorized in Executive Order 11246 of September 24, 1965, or by rule, regulation, or order of the Secretary of Labor, or as otherwise provided by law. g. The contractor will include the provisions of Paragraph la through I in every subcontract or purchase order unless exempted by rule, regulations, or orders of y.11IM41 2. the Secretary of Labor issued pursuant to Section 204 of Executive Order 11246 of September 24, 1965, so that such provisions will be binding upon each subcontractor or vendor. The contractor will take such action with respect to any subcontract or purchase order as the administering agency may direct as a means of enforcing such provisions, including sanctions for noncompliance. Provided, however, that in the event a contractor becomes involved in, or is threatened with, litigation with a subcontractor or vendor as a result of such direction by the administering agency, the contractor may request the United States to enter into such litigation to protect the interests of the United States. NOTICE OF REQUIREMENT FOR AFFIRMATIVE ACTION TO ENSURE EQUAL EMPLOYMENT OPPORTUNITY (Executive Order 11246) a. The Offeror's or Bidder's attention is called to the Equal Opportunity Clause and the Standard Federal Equal Employment Specifications set forth herein. b. The goals and timetables for minority and female participation, expressed in percentage terms for the contractor's aggregated work force in each trade on all construction work in the covered area, are as follows: Timetables Location of Work by Goals for Minority Goals for Female Standard Metropolitan Participation in Participation in Statisical Area (SMSA) Each Trade Each Trade 0360 Anaheim -Santa Ana -Garden Grove, CA 11.9% 6.9% 4480 Los Angeles -Long Beach, CA 28.3% 6.9% 6000 Oxnard -Simi Valley -Ventura, CA 21.5% 6.9% 6780 Riverside -San Bernardino -Ontario, CA 19.0% 6.9% 7480 Santa Barbara -Santa Maria -Lompoc, CA 19.7% 6.9% 7320 San Diego, CA 16.9% 6.9% 6920 Sacramento, CA 16.1 % 6.9% 8520 Tucson, Pima AZ 24.1 % 6.9% 6200 Phoenix, Maricopa AZ 15.8% 6.9% These goals are applicable to all the contractor's construction work (whether or not it is Federal or federally assisted) performed in the covered area. If the contractor performs construction work in a geographical area located outside of the covered area, it shall apply the goals established for such geographical area where the work is actually performed. With regard to this second area, the contractor also is subject to the goals for both its federally involved and non - federally involved construction. The contractor's compliance with the Executive Order and the regulations in 41 CFR Part 60-4 shall be based on its implementation of the Equal Opportunity Clause, specific affirmation action obligations required by the specifications set forth in 41 CFR Part 60-4.3(a), and its efforts to meet the goals. The hours of minority and female employment and training must be substantially uniform throughout the length of the contract and in each trade, and the contractor shall make a good faith effort to employ minorities and women evenly on each of its projects. The transfer of minority or female employees or trainees from contractor to contractor or from project to project for the sole purpose of meeting the contractor's goals shall be a violation of the contract, the Executive FA-10 Order, and the regulations of 41 CFR Part 60-4. Compliance with the goals will be measured against the total work hours performed. C. The contractor shall provide written notification to the Director of the Office of Federal Contract Compliance Programs within ten (10) working days of award of any construction subcontract in excess of $10,000 at any tier for construction work under the contract resulting from this solicitation. The notification shall list the name, address, and telephone number of the subcontractor; employer identification number of the subcontractor; estimated dollar amount of the subcontract; estimated starting and completion dates of the subcontract; and the geographical area in which the contract is to be performed. d. As used in this notice, and in the contract resulting from this solicitation, the covered area is the Standard Metropolitan Statistical Area of Los Angeles -Long Beach, specifically the County of Los Angeles, State of California. 3. STANDARD FEDERAL EQUAL EMPLOYMENT SPECIFICATIONS (Executive Order 11246) As used in these specifications: (1) Covered area means the geographical area described in the solicitation from which this contract resulted; (2) Director means Director, Office of Federal Contract Compliance Programs, United States Department of Labor, or any person to whom the Director delegates authority; (3) Employer Identification Number (EIN) means the Federal Social Security Number used on the Employer's Quarterly Federal Tax Return, United States Treasury Department Form 941. (4) Minority includes: (a) Black (all persons having origins in any of the Black African racial groups not of Hispanic origin) (b) Hispanic (all persons of Mexican, Puerto Rican, Cuban, Central or South American or other Spanish culture or origin, regardless of race); (c) Asian and Pacific Islander (all persons having origins in any of the original peoples of the Far East, Southeast Asia, the Indian Subcontinent, or the pacific Islands); and (d) American Indian or Alaskan Native (all persons having origins in any of the original peoples of North America and maintaining identifiable tribal affiliations through membership and participation or community identification). b. Whenever the contractor, or any subcontractor at any tier, subcontracts a portion of the work involving any construction trade, it shall physically include in each subcontract in excess of $10,000 the provisions of these specifications and FA-11 the notice which contains the applicable goals for minority and female participation and which is set forth in the solicitations from which this contract resulted. C. If the contractor is participating (pursuant to 41 CFR Part 60-4.5) in a Hometown Plan approved by the United States Department of Labor in the covered area either individually or through an association, its affirmative action obligations on all work in the Plan area (including goals and time tables) shall be in accordance with that Plan for those trades which have unions participating in the Plan. Contractors must be able to demonstrate their participation in and compliance with the provisions of any such Hometown Plan. Each contractor or subcontractor participating in an approved Plan is individually required to comply with its obligations under the EEO Clause, and to make a good faith effort to achieve each goal under the Plan in each trade in which it has employees. The overall good faith performance by other contractors or subcontractors toward a goal in an approved Plan does not excuse any covered contractor's or subcontractor's failure to take good faith efforts to achieve the Plan goals and timetables. d. The contractor shall implement the specific affirmative action standards provided in paragraphs 3g (1) through 3g (16) of these specifications. The goals set forth in the solicitation from which this contract resulted are expressed as percentages of the total hours of employment and training of minority and female utilization the contractor should reasonable be able to achieve in each construction trade in which it has employees in the covered area. Covered construction contractors performing construction work in geographical areas where they do not have a Federal or federally assisted construction contract shall apply the minority and female goals established for the geographical area where the work is being performed. Goals are published periodically in the Federal Register in notice form, and such notices may be obtained from any Office of Federal Contract Compliance Programs office or from Federal procurement contracting officers. The contractor is expected to make substantially uniform progress in meeting its goals in each craft during the period specified. e. Neither the provisions of any collective bargaining agreement nor the failure by a union with whom the contractor has a collective bargaining agreement, to refer either minority or women shall excuse the contractor's obligations under these specifications, Executive Order 11246, or the regulations promulgated pursuant thereto. In order for the nonworking training hours of apprentices and trainees to be counted in meeting the goals, such apprentices and trainees must be employed by the contractor during the training period, and the contractor must have made a commitment to employ the apprentices and trainees at the completion of their training, subject to the availability of employment opportunities. Trainees must be trained pursuant to training programs approved by the United States Department of Labor. g. The contractor shall take specific affirmative actions to ensure equal employment opportunity. The evaluation of the contractor's compliance with these specifications shall be based upon its effort to achieve maximum results from its FA-12 actions. The contractor shall document these efforts fully, and shall implement affirmative action steps at least as extensive as the following: (1) Ensure and maintain working environment free of harassment, intimidation, and coercion at all sites, and in all facilities at which the contractor's employees are assigned to work. The contractor, where possible, will assign two or more women to each construction project. The contractor shall specifically ensure that all foremen, superintendents, and other on -site supervisory personnel are aware of and carry out the contractor's obligation to maintain such a working environment, with specific attention to minority or female individuals working at such sites or in such facilities. (2) Establish and maintain a current list of minority and female recruitment sources, provide written notification to minority and female recruitment sources and to community organizations when the contractor or its unions have employment opportunities available, and maintain a record of the organization's responses. (3) Maintain a current file of the name, address, and telephone numbers of each minority and female off -the -street applicant and minority or female referral from a union, a recruitment source, or community organization and of what action was taken with respect to each such individual. If such individual was sent to the union hiring hall for referral and was not referred back to the contractor by the union or, if referred, not employed by the contractor, this shall be documented in the file with the reason therefore, along with whatever additional actions the contractor may have taken. (4) Provide immediate written notification to the Director when the union or unions with which the contractor has a collective bargaining agreement has not referred to the contractor a minority person or woman sent by the contractor, or when the contractor has other information that the union referral process has impeded the contractor's efforts to meet its obligations. (5) Develop on-the-job training opportunities and/or participate in training programs for the area which expressly include minorities and women, including upgrading programs and apprenticeship and trainee programs relevant to the contractor's employment needs, especially those programs funded or approved by the Department of Labor. The contractor shall provide notice of these programs to the sources compiled under 3g (2) above. (6) Disseminate the contractor's EEO policy by providing notice of the policy to unions and training programs and requesting their cooperation in assisting the contractor in meeting its EEO obligations; by including it in any policy manual and collective bargaining agreement; by publicizing it in the company newspaper, annual report, etc.; by specific review of the policy with all management personnel and with all minority and female employees at least once a year; and by posting the company EEO policy FA-13 on bulletin boards accessible to all employees at each location where construction work is performed. (7) Review, at least annually, the company's EEO policy and affirmative action obligations under these specifications with all employees having any responsibility for hiring, assignment, layoff, termination or other employment decisions including specific review of these items with on - site supervisory personnel such as Superintendents, General Foremen, etc., prior to the initiation of construction work at any job site. A written record shall be made and maintained identifying the time and place of these meetings, persons attending, subject matter discussed, and disposition of the subject matter. (8) Disseminate the contractor's EEO policy externally by including it in any advertising in the news media, specifically including minority and female news media, and providing written notification to and discussing the contractor's EEO policy with other contractors and subcontractors with whom the contractor does or anticipates doing business. (9) Direct its recruitment efforts, both oral and written, to minority, female, and community organizations; to schools with minority and female students; and to minority and female recruitment and training organizations serving the contractor's recruitment area and employment needs. Not later than one month prior to the date for the acceptance of applications for apprenticeship or other training by any recruitment sources, the contractor shall send written notification to organizations such as the above, describing the opening, screening procedures, and tests to be used in the selection process. (10) Encourage present minority and female employees to recruit other minority persons and women and, where reasonable, provide after school, summer, and vacation employment to minority and female youth, both on the site and in other areas of a contractor's work force. (11) Validate all tests and other selection requirements where there is an obligation to do so under 41 CFR Part 60-3, Uniform Guidelines on Employee Selection Procedures. (12) Conduct, at least annually, an inventory and evaluation at least of all minority and female personnel for promotional opportunities and encourage these employees to seek or to prepare for, through appropriate training, etc., such opportunities. (13) Ensure that seniority practices, job classifications, work assignments, and other personnel practices do not have a discriminatory effect by continually monitoring all personnel and employment -related activities to ensure that the EEO policy and the contractor's obligations under these specifications are being carried out. (14) Ensure that all facilities and company activities are non -segregated except that separate or single -user toilet and necessary changing facilities shall be provided to assure privacy between the sexes. FA-14 (15) Document and maintain a record of all solicitations of offers for subcontracts from minority and female construction contractors and suppliers, including circulation of solicitations to minority and female contractor associations and other business associations. (16) Conduct a review, at least annually, of all supervisors' adherence to and performance under the contractor's EEO policies and affirmative action obligations. h. Contractors are encouraged to participate in voluntary associations which assist in fulfilling one or more of their affirmative action obligations 3g(1) through (16). The efforts of a contractor association, joint contractor -union, contractor - community, or other similar group of which the contractor is a member and participant, may be asserted as fulfilling any one or more of its obligations under 3g(1) though (16) of these specifications provided that the contractor actively participates in the group, makes every effort to ensure that the group has a positive impact on the employment of minorities and women in the industry, ensures that the concrete benefits of the program are reflected in the contractor's minority and female work force participation, makes a good faith effort to meet its individual goals and timetables, and can provide access to documentation which demonstrates the effectiveness of actions taken on behalf of the contractor. The obligation to comply, however, is the contractor's, and failure of such a group to fulfill an obligation shall not be a defense for the contractor's noncompliance. A single goal for minorities and a separate single goal for women have been established. The contractor, however, is required to provide equal employment opportunity and to take affirmative action for all minority groups, both male and female, and all women, both minority and non -minority. Consequently, the contractor may be in violation of the Executive Order if a particular group is employed in a substantially disparate manner (for example, even though the contractor has achieved its goals for women generally, the contractor may be in violation of the Executive Order if a specific minority group of women is underutilized). The contractor shall not use the goals and timetables of affirmative action standards to discriminate against any person because of race, color, religion, sec or national origin. k. The contractor shall not enter into any subcontract with any person or firm debarred from Government contracts pursuant to Executive Order 11246. The contractor shall carry out such sanctions and penalties for violation of these specifications and of the Equal Opportunity Clause, including suspension, termination, and cancellation of existing subcontracts as may be imposed or ordered pursuant to Executive Order 11246, as amended, and its implementing regulations, by the Office of Federal Contract Compliance Programs. Any contractor who fails to carry out such sanctions and penalties shall be in violation of these specifications and Executive Order 11246, as amended. 1.051161 M. The contractor, in fulfilling its obligations under these specifications, shall implement specific affirmative actions steps, at least as extensive as those standards prescribed in Paragraph 3g of these specifications, so as to achieve maximum results from its efforts to ensure equal employment opportunity. If the contractor fails to comply with the requirements of the Executive Order, the implementing regulations, or these specifications, the Director shall proceed in accordance with 41 CFR Part 60-1.8 (Show Cause Notice). n. The contractor shall designate a responsible official to monitor all employment related activity to ensure that the company EEO policy is being carried out, to be required by the Government and to keep records. Records shall at least include for each employee the name, address, telephone numbers, construction trade, union affiliation, if any, employee identification number when assigned, social security number, race, sex, status (e.g., mechanic, apprentice, trainee, helper, or laborer), dates of changes in status, hours worked per week in the indicated trade, rate of pay, and locations at which the work was performed. Records shall be maintained in an easily understandable and retrievable form; however, to the degree that existing records satisfy this requirement, contractors shall not be required to maintain separate records. o. Nothing herein provided shall be construed as a limitation upon the application of other laws which establish different standards of compliance or upon the application of requirements for the hiring of local or other area residents (e.g., those under the Public Works Employment Act of 1977 and the Community Development Block Grant Program). P. The Director, from time to time, shall issue goals and timetables for minority and female utilization which shall be based on appropriate work force, demographic or other relevant data and which shall cover construction projects or construction contracts performed in specific geographic areas. The goals, which shall be applicable to each construction trade in a covered contractor's or subcontractor's entire work force which is working in the area covered by the goals and timetables, shall be published as notices in the Federal Register, and shall be inserted by the contracting officers and applicants, as applicable, in the Notice required by 41 CFR 60-4.2. 4. SPECIFIC EEO REQUIREMENTS. For a federally assisted construction contract in excess of $10,000, the contractor/subcontractor shall: a. Forward the following EEO certification forms to the contract awarding authority prior to contract award: Certification of Non -segregated Facilities and Certification with Regard to the Performance of Previous Contracts or Subcontracts Subject to the Equal Opportunity Clause and the Filing of Required Reports. Submit a notification of subcontracts awarded to the Director, Office of Federal Contract Compliance Programs, United States Department of Labor - ESA, 200 Constitutional Avenue, NW, Room C3325, Washington, D.C., 20210, within 10 working days of award of any subcontract in excess of $10,000, listing the name, address, and telephone number of the subcontractor; employer identification number; estimated dollar amount of the subcontract; estimated starting date FA-16 and completion dates of the subcontract; and the geographical area in which the contract is to be performed. C. Send a notice of the contractor's commitment to equal employment opportunity to labor unions or representatives of workers prior to commencement of construction work. d. Display an equal employment opportunity poster in a conspicuous place available to employees and applicants for employment. e. For contracts in excess of $10,000, bind subcontractors to the Federal Equal Employment Opportunity requirements by including the provisions of Paragraphs 1 through 3, above, in the subcontract. Upon commencement of construction work and until the work is completed, forward the Monthly Employment Utilization Report (Form CC-257) to the contract awarding authority by the end of each work month. With the initial monthly report, the contractor/subcontractor shall attach the Contractor's List of Federal and Non -Federal Work in Bid Condition Area to the monthly report. 5. CIVIL RIGHTS ACT OF 1964. Under Title VI of the Civil Rights Act of 1964, no person shall, on the grounds of race, color, or national origin, be excluded from participation in, be denied the benefits of, or be subjected to discrimination under any program or activity receiving Federal financial assistance. 6. SECTION 109 OF THE HOUSING AND COMMUNITY DEVELOPMENT ACT OF 1974. No person in the United States on the grounds of race, color, national origin, or sex be excluded from participation in, be denied the benefits of, or be subjected to discrimination under any program or activity funded in whole or in part with funds made available under this title. 7. THE AGE DISCRIMINATION ACT OF 1975. No person in the Unites States shall, on the basis of age, be excluded from participation in, be denied the benefits of, or be subjected to discrimination under any program or activity receiving Federal financial assistance. 8. REHABILITATION ACT OF 1973. No otherwise qualified individual with handicaps in the United States shall, solely by reason of his or her handicap, be excluded from the participation in, be denied the benefits of, or be subjected to discrimination under any program or activity receiving Federal assistance. FA-17 Equal Employment Opportunity Certitica Excerpt From 41 CFR §69-1.4(b) U.S. Department of Housing and Urban Development Office of Housing Federal Housing Commissioner The applicant hereby agrees that it will incorporate or cause to be incorporated into any contract for construction work, or modifi- cation thereof, as defined in the regulations of the Secretary of Labor at 41 CFR Chapter 60, which is paid for in whole or in part with funds obtained from the Federal Government or borrowed on the credit of the Federal Government pursuant to a grant, contract, loan insurance, or guarantee, or undertaken pursuant to any Federal program involving such grant, contract, loan, insur- ance, or guarantee, the following equal opportunity clause: During the performance of this contract, the contractor agrees as follows: (1) The contractor will not discriminate against any employee or applicant for employment because of race, color, religion, sex, or national origin. The contractor will take affirmative action to ensure that applicants are employed, and that em- ployees are treated during employment without regard to their race, color, religion, sex, or national origin, such action shall include, but not be limited to the following: Employ- ment, upgrading, demotion, or transfer; recruitment or re- cruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided setting forth the provisions of this nondiscrimination clause. (2) The contractor will, in all solicitations or advertisements for employees placed by or on behalf of the contractor, state that all qualified applicants will receive considerations for em- ployment without regard to race, color, religion, sex, or national origin. (3) The contractor will send to each labor union or representative of workers with which it has a collective bargaining agree- ment or other contract or understanding, a notice to be provided advising the said labor union or workers' represen- tatives of the contractor's commitments under this section, and shall post copies of the notice in conspicuous places available to employees and applicants for employment. (4) The contractor will comply with all provisions of Executive Order 11246 of September 24, 1965, and of the rules, regu- lations and relevant orders of the Secretary of Labor. (5) The contractor will furnish all information and reports re- quired by Executive Order 11246 of September 24,1965, and by rules, regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to its books, records, and accounts by the administering agency and the Secretary of Labor for purposes of investigation to ascertain compli- ance with such rules, regulations, and orders. Firm Name and Address R.E. Schultz Construction, Inc. 1767 N Batavia St. Orange, CA 92865 Department of Veterans Affairs OMB Control No. 2502-0029 (exp. 9/30/201 6) (6) In the event of the contractor's noncompliance with the nondiscrimination clauses of this contract or with any of the said rules, regulations, or orders, this contract may be can- celed, terminated, or suspended in whole or in part and the contractor may be declared ineligible for further Govern- ment contracts or federally assisted construction contracts in accordance with procedures authorized in Executive Order 11246 of September 24, 1965, and such other sanctions may be imposed and remedies invoked as provided in Executive Order 11246 of September 24, 1965, or by rule, regulation, or order of the Secretary of Labor, or as otherwise provided by law. (7) The contractor will include the portion of the sentence imme- diately preceding paragraph (1) and the provisions of para- graphs (1) through (7) in every subcontract or purchase order unless exempted by rules, regulations, or orders of the Sec- retary of Labor issued pursuant to section 204 of Executive Order 11246 of September 24, 1965, so that such provisions will be binding upon each subcontractor or vendor. The contractor will take such action with respect to any subcon- tract or purchase order as the administering agency may direct as a means of enforcing such provisions, including sanctions for noncompliance: Provided, however, That in the event a contractor becomes involved in, or is threatened with, litigation with a subcontractor or vendor as a result of such direction by the administering agency the contractor may request the United States to enter into such litigation to protect the interests of the United States. The applicant further agrees that it will be bound by the above equal opportunity clause with respect to its own employment practices when it participates in federally assisted construction work: Provided, That if the applicant so participating is a State or local government, the above equal opportunity clause is not applicable to any agency, instrumentality or subdivision of such government which does not participate in work on or under the contract. The applicant agrees that it will assist and cooperate actively with the administering agency and the Secretary of Labor in obtaining the compliance of contractors and subcontractors with the equal opportunity clause and the rules, regulations, and relevant orders of the Secretary of Labor, that it will furnish the administering agency and the Secretary of Labor such information as they may require for the supervision of such compliance, and that it will otherwise assist the administering agency in the discharge of the agency's primary responsibility for securing compliance. The applicant further agrees that it will refrain from entering into any contract or contract modification subject to Executive Order 11246 of September 24, 1965, with a contractor debarred from, or who has not demonstrated eligibility for, Government contracts and Federally -assisted construction contracts pursuant to the Executive order and will carry out such sanctions and penalties for violation of the equal opportunity clause as may be imposed Title President (Sole Richard Schultz form HUD-92010 (3/2006) VA form 26-421 upon contractors and subcontractors by the administering agency or the Secretary of Labor pursuant to Part I1, Subpart D of the Executive order. In addition, the applicant agrees that if it fails or refuses to comply with these undertakings, the administering agency may take any or all of the following actions: Cancel, terminate, or suspend in whole or in part this grant (contract, loan, insurance, guarantee); refrain from extending any further assis- tance to the applicant under the program with respect to which the failure or refund occurred until satisfactory assurance of future compliance has been received from such applicant; and referthe case to the Department of Justice for appropriate legal proceedings. Excerpt from HUD Regulations 200.410Definition of term "applicant". (a) In multifamily housing transactions where controls over the mortgagor are exercised by the Commissioner either through the ownership of corporate stock or under the provisions of a regulatory agreement, the term "applicant" as used in this subpart shall mean the mortgagor. (b) In transactions other than those specified in paragraph(a) of this section, the term "applicant" as used in this subpart shall mean the builder, dealer or contractor performing the con- struction, repair or rehabilitation work for the mortgagor or other borrower. 200.420Equal Opportunity Clause to be included in contracts and subcontracts. (a) The following equal opportunity clause shall be included in each contract and subcontract which is not exempt: During the performance of this contract, the contractor agrees as follows: (1) The contractor will not discriminate against any em- ployee or applicant for employment because of race, creed, color, or national origin. The contractor will take affirmative action to ensured that applicants are employed, and that employees are treated during employment without regard to their race, creed, color, or national origin. Such action shall include, but not be limited to the following: employment, upgrading, demotion or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including ap- prenticeship. The contractor agrees to post in conspicuous places, available to employees and applicants for employ- ment, notices to be provided setting forth the provisions of the nondiscrimination clause. (2)The contractor will in all solicitations or advertisements for employees placed by or on behalf of the contractor, state that all qualified applicants will receive consideration for employment without regard race, creed, color, or national origin. (3) The contractor will send to each labor union or repre- sentative of workers with which he has a collective bargain- ing agreement or other contract or understanding, a notice, to be provided, advising the said labor union or workers' repre- sentative of the contractor's commitments under this section, and shall post copies of the notices in conspicuous places available to employees and applicants for employment. (4) The contractor will comply with all provisions of Ex- ecutive Order 10925 of March 6 196 1, as amended, and of the regulations, and relevant orders of the President's Commit- tee on Equal Employment Opportunity created thereby. (5) The contractor will furnish all information and reports required by Executive Order 10925 of March 6, 1961, as amended, and by the regulations, and orders of the said Committee, or pursuant thereto, and will permit access to his books, records, and accounts by HUD and the Committee for purposes of investigation to ascertain compliance with such regulations, and orders. (6) In the event of the contractor's non-compliance with the nondiscrimination clause of this contract or with any of the said regulations, or orders, this contract may be can- celled, terminated or suspended in whole or in part and the contractor may be declared ineligible for further Govern- ment contracts or Federally -assisted construction contracts in accordance with procedures authorized in Executive Order 10925 of March 6,1961, as amende, and such other sanctions may be imposed and remedies invoke s provided in the said Executive Order or by regulations, or order of the President's Committee on Equal Employment Opportunity, or as other- wise provided by law. (7) The contractor will include the provisions of Para- graphs(1)through (7)in every subcontract or purchase order unless exempted by regulations, or orders of the President's Committee on Equal Employment Opportunity issued pursu- ant to Section 303 of Executive Order 10925 of March 6, 1961, as amended, so that such provisions will be binding upon each subcontractor or vender. The contractor will take such action with respect to any subcontract or purchase orders as HUD may direct as a means of enforcing such provisions, including sanctions for noncompliance: Provided, however, that in the event the contractor becomes involved in, or is threatened with, litigation with a subcontractor or vender as a result of such direction by HUD, the contractor may request the United States to enter into such litigation to protect the interests of the United States. (b) Except in subcontracts for the performance of construction work at the site of construction, the clause is not required to be inserted in subcontracts below the second tier. Subcontracts may incorporate by referenced to the equal opportunity clause. 200.425Modification in and exemptions from the regulations in this subpart. (a) The following transactions and contracts are exempt from the regulations in this subpart: (1) Loans, mortgages, contracts and subcontracts not ex- ceeding $10,000. (2) Contract and subcontracts not exceeding $100,000 for standard commercial supplies or raw material; (3)Contracts and subcontracts under which work is to be or has been performed outside the United States and where no recruit- ment of workers within the United States in involved. To the extent that work pursuant to such contracts is done within the Untied States, the equal opportunity clause shall be applicable; (4) Contracts for the sale of Government property where no appreciable amount of work is involved; and (5) Contracts and subcontracts for an indefinite quantity which are not to extend for ore than one year if the purchaser determines that the amounts to be ordered under any such contract or subcontract are not reasonably expected to exceed $100,000 in the case of contracts or subcontracts for standard commercial supplies and raw materials, or $10,000 in the case of all other contracts and subcontracts. form HUD-92010 (3106) VA form 26-421 EXHIBIT 4 Minority and Women -Owned Business Enterprise Plan A. Background The Awarding Agency is a recipient of federal housing and community development assistance through the U.S. Department of Housing and Urban Development (HUD). OMB Circular A-102 states that "It is national policy to award a fair share of contracts to small and minority business firms. Grantees shall take similar appropriate affirmative action to support of women's enterprises and are encouraged to procure goods and services from labor surplus areas." The Uniform Administrative Requirements of 24 CFR 85.36(e) require the Awarding Agency to "take all necessary affirmative steps to assure that minority firms, women's business enterprises, and labor surplus area firms are used when possible." This requirement is applicable to contracting and subcontracting opportunities funded in whole or in part with the federal housing and community development assistance. Further, the Awarding Agency is required to submit a report to HUD pertaining to the Awarding Agency's Minority Business Enterprise (MBE) and Women's Business Enterprise (WBE) contracting and subcontracting activity generated through the expenditure of HUD funds. Policy For the purpose of this contract award, the Awarding Agency shall utilize MBE/WBE firms to the greatest extent possible, feasible and legally permissible. This MBE/WBE Plan is guided by the preceding federal regulations and all other related federal and state laws and regulations governing discrimination, equal opportunity and affirmative action pertaining to federally -funded contract and subcontract activities. The Awarding Agency requires all contractors to abide by these provisions and to make every effort to obtain MBE/WBE participation on this project. Failure to provide required MBE/WBE information to the Awarding Agency as required or requested in this bid solicitation may result in a determination by the Awarding Agency that the bidder is not a responsible bidder. With all other considerations being equal, the Awarding Agency will give preference and award contracts to MBE and WBE firms. A successful bidder does not have to be a member of a minority group. What the Awarding Agency is attempting to do is make every possible effort to ensure the participation of MBE/WBE firms on this federally -funded contracting opportunity. This does not preclude the participation of firms that are not MBE/WBE. Non MBE/WBE Prime Contractors (bidders) may make a reasonable effort to ensure the participation of MBE/WBE companies. C. Definitions a. Minority and women business enterprises are defined as any financial institution, business, service, contracting business which is solely owned and operated by a minority group member or women or that is more than 50% owned by minority group members or women. If the enterprise is publicly owned, the minority/women FA-18 members or stockholders must have at least 51% interest and possess control over management, capital and earnings. b. Minority Group Member- Black, Hispanic, Asian or Pacific Islander, American Indian or Alaskan Native, and women. • Black: A person with origins in any of the black racial groups of Africa. • Hispanic: A person of Mexican, Puerto Rican, Cuban, Central or South American descent and Spanish culture. Portuguese are excluded from the Hispanic category and are classified according to their race. • Asian or Pacific Islander: A person having origins in the Far East, Southeast Asia, Indian subcontinent or Pacific Islands. • American Indian or Alaskan Native: A person with origins in original peoples of North America, and who maintain cultural identifications through tribal affiliation or community recognition. Other • Small Business Enterprise: A business which meets the definition of minority business enterprise or women business enterprise, and in addition, meets the small business size standards of the Small Business Administration. • Contractor/Subcontractor/Supplier: The individual, partnership, corporation or other legal entity entering into a contract with the City or the City's contractor to perform a portion of the work. D. Outreach Efforts Non MBE/WBE Prime Contractos shall notify minority and women contractors, associations, minority interest groups, etc., of their intention to solicit bids for subcontracts from MBE/WBE firms. This may be accomplished in a variety of ways; however, the non-MBE/WBE Prime Contractor must demonstrate that good faith efforts were made to secure the participation of MBE/WBE firms. E. Documentation Required from Prime Contractors to Document Responsible MBE/WBE Outreach As part of this contract opportunity, non MBE/WBE Prime Contractors must demonstrate that they have made the subcontracting opportunity known to at least three (3) MBE/WBE firms listed in a bona -fide listing of MBE/WBE firms. Such notification must be made at least two (2) weeks prior to bid opening via registered or certified mail. If the contractor has not achieved the participation goal, the Awarding Agency will determine whether the contractor made a good faith effort based on the outreach efforts that are documented on the MBE/WBE Tiered Compliance Plan. To be considered responsible, bidders must submit the MBE/WBE Tiered Compliance Plan (included in this Bid Document/Solicitation) and all supporting documentation to: • Document their own MBE or WBE status, or • Document the award of subcontracts to MBE and WBE firms, or • Document the required minimum three (3) firm outreach effort and any other outreach efforts. The good -faith effort Affidavit on the MBE/WBE Tiered Compliance Plan must be notarized. FA-19 2. Some examples of acceptable good -faith supporting documentation include: • Responses, proposals, bids from MBE and WBE, rejections and contractor's responses. • Contracts with MBE and WBE organizations, associations, related agencies, disseminating bid information. • Copies of registered/certified letters, etc. • Efforts undertaken by contractor(s) to assist MBE/WBE with obtaining plans, specification, sub bid requirements and bonding. • Assistance and encouragement of MBE/WBE and subcontractor participation in all areas of business environment. • Methods used in soliciting bids from MBE/WBE, subcontractors and suppliers by advertisements, trade publications, media, etc. • Contracts with MBE/WBE brokers, agents, owners, operators of equipment, etc. • Other efforts taken by contractor to encourage MBE/WBE participation. Contract Award / Protest Where a determination is made by Awarding Agency staff as part of the MBE/WBE Bid Evaluation that a bidder is not a MBE/WBE firm or has not made the good faith effort to ensure participation by eligible, WBE and MBE subcontractors, the bid may be deemed not responsible. A bidder whose bid is deemed not responsible may protest to the Contracting Officer of the Awarding Agency in writing within 72 hours of the notification of such a determination. The Contracting Officer shall review the facts presented in the written appeal, including any supporting materials, and shall issue a determination and response on the merits of the appeal within ten (10) calendar days. The decision of the Contracting Officer shall be final. EXHIBIT 5 COMPLIANCE WITH CLEAN AIR AND WATER ACTS (Applicable to federally assisted construction contracts and related subcontracts exceeding $100.000) During the performance of this contract, the contractor and all subcontractors shall comply with the requirements of the Clean Air Act, as amended, 42 USC 1857, et seq., the Federal Water Pollution Control Act, as amended, 33 USC 1251, et seq., and the regulations of the Environmental Protection Agency with respect thereto, at 40 CFR Part 15, as amended In addition to the foregoing requirements, all nonexempt contractors and subcontractors shall furnish to the owner the following: 1 A stipulation by the contractor or subcontractors that any facility to be utilized in the performance of any nonexempt contract or subcontract is not listed on the List of Violating Facilities issued by the Environmental Protection Agency (EPA) pursuant to 40 CFR 15.20. 2. Agreement by the contractor to comply with all the requirements of Section 114 of the Clean Air Act, as amended (42 USC 1857c-8) and Section 308 of the Federal Water Pollution Control Act, as amended (33 USC 1318) relating to inspection, monitoring, entry, reports, and information, as well as all other requirements specified in said Section 114 and Section 308, and all regulatons and guidelines issued thereunder. 3 A stipulation that as a condition for the award of the contract, prompt notice will be given of any notification received from the Director, Office of Federal Activities, EPA, indicating that a facility utilized or to be utilized for the contract is under consideration to be listed on the EPA List of Violating Facilities 4 Agreement by the contractor that he will include, or cause to be includedr the criteria and requirements in paragraph (1) through (4) of this section in every nonexempt subcontract and requiring that the contractor will take such action as the Government may direct as a means of enforcing such provisions. R.E. Schultz Construction, Inc. Name of Contractor 1767 North Batavia Signature and Title Date et, Orange, CA 92865 Richard Schultz, President (Sole Officer FA-21 9/12/24 DATE EXHIBIT 6 Worker's Compensation Certification SAN MIGUEL PARK ACCESSIBLE PARK IMPROVEMENTS Contract No. 9371-1 PROJECT NAME R.E. Schultz Construction, Inc COMPANY NAME 1767 North Batavia Street, Orange, CA 92865 COMPANY ADDRESS PROJECT NUMBER 714-649-2627 PHONE I certify, by signature below, that I am aware of the provisions of Section 3700 of the California Labor Code which require every employer to be insured against liability for worker's compensation or to undertake self-insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract. Richard Schultz AUTHORIZED OFFICIAL NAME A-f-� Q- AUTHORIZED OFFICIAL SIGNATU President, Sole Officer AUTHORIZED OFF[CIAL TTTLE/CAPACITY 9/12/24 DATE FA-22 E O U C O u 7 L � u O to u w N � s Q N u 0 lD Q i Z z 0) p o a a) +' Z U 0 Z N L z u J a a w N O 4— u i O u L N A � � m O Z L 0 m u U Wh- O u N al O Q 0 H IL. w O 2 J L a v z u O ui %D 00 N 01 Q u ai O w 4L1 V'I f0 Stl CO L w tj � O ¢ Z iz a U u7 N ors 00 d 00 0 cp Ln Ln RD O N en w zi z a CD 7 9 N Q� .0 0 C v w EE° 0 W U a � R O � N O w U � Ua N E ❑ Z C o � � a E�E a m Z a 0 07 tll O r c u � 0 Z d E .. � N Z C u tr Q" C 0.2 u 0 d a N H � 0-0 7 Q N E Q D Z Z m L � n) � U Q a LL C) ¢ o hz C t m 0 2 o Ln aU - L a Cs. O M L U f0 u u EXHIBIT 8 Certification of Understanding and Authorization San Miguel Park Accessibility Improvements C-9371-1 City of Newport Beach PROJECT NAME/NUMBER AWARDING AGENCY R.E. Schultz Construction -Inc. COMPANY NAME 1767 N Batavia St. Orange, CA 92865 COMPANY ADDRESS 1007195 LICENSE NUMBER 32-0468567 EMPLOYER IDENTIFICATION NUMBER 080468525 DUNS NUMBER This is to certify that the principol(s), and the authorized payroll officer listed below, have read the "Contractor's Guide to Prevailing Wage Requirements for Federally Assisted Construction" and the Federal Labor Standards Provisions (HUD-4010 form) and that both parties understand these requirements. The following person is designated as the payroll officer for the company and is authorized to sign the Statement of Compliance that will accompany each weekly Certffied Payroll Report for the project: PAYROLL OFFICER: (Individual Responsible for Signing Statements of Compliance) Richard Schultz NAME President Sole Officer TITLE �>,?� a___, 09/12/2024 SIGNAUR [DATE PRINCIPAL OWNER / GENERAL PARTNER: (Listed on CSLB Personnel List) Richard Schultz NAME SIGNAURE President (sole Officer) TITLE 09/12/2024 DATE FA-24 EXHIBIT 9 Request for Additional Classification and Rate (Next Page) FA-25 U.S. DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT HUD FORM 4230A REPORT OF ADDITIONAL CLASSIFICATION AND RATE OV.- AC",d ramaMI-0011 +F-xp. 01131=101 1. FROM name and address o reques kGa9"ncy 2. PROJECT NAME AND NUMBER R.E. Schultz Construction, Inc. San Miguel Park Accessibility Improvement 1767 N Batavia St CONTRACT# C-9371-1 Orange, CA92865 J. LOCATION OF PROJECT (City, Countya tale - Newport Beach, Orange County, CA 4. BRIEF DESCRIPTIONOF PROJECT 5. CHARACTER OF CONSTRUCTION X] Building ❑ Residential Park Improvement ❑ Heavy ❑ Other (specify) [] Highway mu We mad re3tran rrum er, ary 7. WAGE DECISION EFFECTIVE DATE LAB00652-001 SC-23-102-2-2024-1 07/01 /2202, ® COPYATTACHED ENG10012-024 SC-23-63-2-2024-1 07/01/2023, & 08/22/2024 B_ WORK CLASSIFICATION(S) HOURLY WAGE RATES BASIC WAGE FRINGE BENEFIT(g) [f any) Laborer $44.98 $27.01 Operating Engineer $59.47 $33.28 Fence Builder (Carpenter) $46.77 $25.29 (name. ad4rr`,-s game, a .reds} R.E. Schultz Construction, Inc. Check All That AppIT, ® The work to be performed by the add ltSonaletassification(s) is notperfomied by a clsssificstian in the applicable wage decision. The proposed classificstian is utirmed in the area by the construction industry. The proposed wage rate(s), including any bans fide fringe benerrts, bear a reasonable relationship to the wage rates contained in the wage decision. The interested parties, including the employees or their authorized representatives, agree on the clsssification(s) end wage rate(s). j� Supportingdvoumentation attached. including appli0filble wage decision. ................................................................................................................................................................................................................................................................................................................. Check One: ® Approved, meets all criteria. DOL confirmation requested. 0 One or more classificationsfail tomeet af iteriaasexplainedinagencyreferral. DOL decision requested. FOR HUD USE ONLY Richard Schultz 09/12/2024 LR2400: Agency Reprelqentatrve Date Log in: (Typed name and signature) 714-386-6108 Log out: Phone PluffO--r i aeo-+:WA %--] FREVVx `-o, ON a CEtcr=r_ FA-26 N L ro a? ~ Mcc �1•• U ca M Q) M Z T o-Cn 0 N o cl)❑ QQU p cu -0cnJ Q LUCo LU a ❑ 0 i tiC) N J r N CCc J C5 (L CL a O �Q/ Z � U) r (D O Z) U) 0 X � a] (DL ZO� — ❑ UV❑ Otoz 0 0 N `� c I^ U W Z O LU J 0 c o c U F. U L. ❑ CL C O m LU _ ¢ Q N Q) m U) Zco U co w O w a L 0 ❑Q �U > U W m o O r 2 V C E Z ELQ) Lu (D o w 0= v im' o 2 w U C`7 W E U (n ❑ Z w m❑ Om O J � � -i o Q �jQ00 C 0 o 0 o J 0 U E J C Q) LL j L1JQ� L �O O U O c C a- 0U o w - Z C)UJ Z�� N 0 Q E EL Cl? G �- N — Q ❑ p � +0+* C [L Opp ++ ..N �Ln 0 M r Cv N CO O N �M N EM N �co_0 0) CD 7 L _ 'O.r N U u �"C3 o w 0Q T w� E� -1¢ a ca a 0 Q) U)=o, O r 7, aj U LO O o CO C \ ca //�.-� VJ O (D E 9_ �?XCO Ltd r T ❑ = O v 64 >1 CG ) CO 0 M I— _ CV 64 N 0 00 QJ = co M O 6" p} ti 'E O r Cc a .- N m O 2 � C O CO •Cn O C t93 [i = -0 Cc h 2 L (D I` {� 0 to o C� 0 N U Q (n � C C L U O _ m w U C w LL oCY c Q U) r_cmooC 0'= .� O ,� ? L 0 ,O (] L U N N L CL O > ❑cu rt+ CD Q (D �, E : CD O _ L O C6 Q) r. h N CT N L �r- U ' rn Q) 0 EE o U Q) r cco C O �+ O A❑ C O N p+ Kam+ Qa•cn^ N� U C C (D r b ❑ r p co(D O �. o o b N� o� ca N (D -0 a C C Q) U C O) (D = O CG -_ a _= L cn (DO CL O C �- (n a m C:N co Q N O E Q L p p 0 U O DCL -0 j .� a)) �0 E� C❑ � .ro a (D 0Y -o�0 N N (L)"-- .Q Q) 0 Q) �0 >'a) �_� U ❑ L 0 (.)-a (D U CA j Cl cl, cri cn v a c -0 o 0 -0 '(o IL ca -0 0 0) /-.nC •V (D T w � (n•M >, N L C r+ ` O U (� O CM >, L N � (D 0-0 (B . � F. O r -p [o -0 C U -a r O U p 0 Cz (D CC�.S-0 co m L o n �1.S; C .N C4 T Q E E+ o M 0❑ N C o c ++ 0 0 0 U s` tJ) Q) Q, U O O '= 0) _ E U) to M M ._ `wait= C: �., '� E o mo E a��w -0 oa,.��- CL c mvU tm � =a) W•— oO ^ T r Co ^)a) -0CL w nc�a�cn 'yJ 0 C L -0 ID 0 0 N .p �: 'a- 3 j Y N t p tZ C6 O C Q o O w o- w 0 L w 0.- U �' E w N O L �O N C C13 N c0 �' w = -p r Q) N 0 CL p -O N cn — v O ` 'Q U w N m cp _ M E U C. C6 m3: Lo C� # G D R � � q c1r) C� U m @ :3 _0 le @ \ � + m o .[ » Q 7 Q n 2 k � § 7 d � � @2 � � ■ � k � § m � E ail 0 � \ q 22 bo ca > M7 E CL CIJq=/ - m — ƒ / ƒ . COq m� = k k 7 �� � E = 2 § \ U .■ '7 k CL E o � U CL(1) � 2 " 2 o � CL CL �« �2 u / q m § -I-- ECL a 0 - c' >o @ o E > Nd @ R ° \ @ @ cu « R @ g o o LS E cu co CL t 0 g ƒ E R -r- ca § k U U) C m k2ƒEn m'2a) 2 ����� EXHIBIT 10 Non -Segregated Facilities Certification SAN MIGUEL PARK ACCESSIBLE PARK IMPROVEMENTS 9371-1 PROJECT NAME PROJECT NUMBER R.E. Schultz Construction, Inc. COMPANY NAME 1767 N Batavia St. COMPANY ADDRESS 1007195 32-0468467 LICENSE NUMBER EMPLOYER IDENTIFICATION NUMBER 4?I 5.00 BID/dONTRACT D LLAR AMOUNT 080468525 DUNS NUMBER The federally -assisted construction contractor certifies that he/she does not and will not: Maintain or provide, for his/her employees, any segregated facilities at any of his/her establishments. 2. Permit his/her employees to perform their services at any location, under his/her control, where segregated facilities are maintained. The federally assisted contractor agrees that a breach of this certification is a violation of the Equal Opportunity Clause in this contract. As used in this certification, the term segregated facilities means any waiting room, work areas, restrooms and washrooms, restaurants and other eating areas, time clocks, locker rooms and other storage or dressing areas, parking lots, drinking fountains, recreation or entertainment areas, transportation, and housing facilities provided for employees which are segregated by explicit directive or are in fact segregated on the basis of race, creed, color, or national origin, because of habit, local custom, or otherwise. The federally -assisted contractor agrees that {except where he/she has obtained identical certifications from proposed subcontractors for specific time periods} he/she will obtain identical certifications from proposed subcontractors prior to the award of subcontracts exceeding $10,000 which are not exempt from the provisions of the Equal Opportunity Clause, and that he/she will retain such certifications in his/her files. DOTE: The penalty for making false statements in offers is prescribed in 18 U.S.C. 1001. Richard Schultz AUTHORIZED OFFICIAL NAME AUTHORIZED OFFICIAL SIGNATURE President (Sole Officer) AUTHORIZED OFFICIAL TITLE/CAPACITY 09/12/2024 DATE FA-27 EXHIBIT 11 Past Performance Certification SAN MIGUEL PARK ACCESSIBLE PARK IMPROVEMENTS _ 9371-1 30 PROJECT NAME PROJECT NUMBER NUMBER Or EMPLOYEES R.E. Schultz Construction, Inc. COMPANY NAME 1767 N Batavia St. Orange, CA 92865 COMPANY ADDRESS 1007195 32-0468467 080468525 LICENSE NUMBER EMPLOYER IDENTIFICATION NUMBER DUNS NUMBER The ® bidder, ❑ proposed sub -contractor, hereby certifies that he/she ® has, ❑ has not, participated in a previous contract or subcontract subject to the Equal Opportunity Clause, as required by Executive Orders 10925, 11114, or 11246, and that he/she ® has, ❑ has not, filed with the Joint Reporting Committee, the Director of the Office of Federal Contract Compliance, a Federal Government contracting or administering agency, or the former President's Committee on Equal Employment Opportunity, all reports due under the applicable filing requirements. NOTE: The penalty for making false statements in offers is prescribed in 18 U.S.C. 1001. Richard Schultz President Sole Office AUTHORIZED OFFICIAL NAME AUTHORIZED OFFICIAL TITLE/CAPACITY JL--7 Sc 09/12/2024 AUTHORIZED OFFICIAL SIGNATURE DATE NOTE: The above certificatio is quired by the Equal Employment Opportunity Regulations of the Secretary of Labor (41 CFR 60-1. (1), and must be submitted by bidders and proposed subcontractors only in connection with contracts and subcontracts which are subject to the equal opportunity clause. Contracts and subcontracts which are exempt from the equal opportunity clause are set forth in 41 CFR 60- 1.5 (Generally only contracts or subcontracts of $10,000 or under are exempt). Proposed prime contractors and subcontractors who have participated in a previous contract or subcontract subject to the Executive Orders and have not filed the required reports should note that 41 CFR 60-1.7(b) (1) prevents the award of contracts and subcontracts unless such contractor submits a report covering the delinquent period or such other period specified by the U.S. Department of the Interior or by the Director, Office of Federal Contract Compliance, U.S. Department of Labor, SF-100 (EEO-1) must be filed by: (A) All private employers who are: (1) Subject to Title VII of the Civil Rights Act of 1964 (as amended) with 100 or more employees. (2) Subject to Title VII who has fewer than 100 employees, if the company is owned or affiliated with another company, or there is centralized ownership, control or management so that the group legally constitutes a single enterprise, and the entire enterprise employs a total of 100 or more employees. (B) All federal contractors (private employers), who: (1) Are not exempt as provided for by 41 CFR 60-1.5 (2) Have 50 or more employees, and a. Are prime contractors or first -tier subcontractors, and have a contract, subcontract, or purchase order amounting to $50,000 or more; or b. Serve as a depository of Government funds in any amount, or C. Is a financial institution, which is an issuing, and paying agent for U.S. Savings Bonds and Notes. FA-28 EXHIBIT 12 Notice of Equal Employment Opportunity TO: Laborers Local 652 NAME OF LABOR UNION. WORKERS REPRESENTATIVE, ETC. 1532 E Chestnut Ave, Santa Ana, CA 92701 ADDRESS SAN MIGUEL PARK ACCESSIBLE PARK IMPROVEMENTS 9371-1 89, 4 T5. 00 PROJECT NAME PROJECT NLfMBER BID/CONTRACT DOLLAR AMOUNT R.E. Schultz Construction, Inc. COMPANY NAME 1767 N Batavia St. Orange, CA 92865 COMPANY ADDRESS 1007195 32-0468467 LICENSE NUMBER EMPLOYER IDENTIFICATION NUMBER 080468525 DUNS NUMBER The Undersigned currently holds a contract with City of Newport Beach involving funds of the U. S. Government, or a subcontract with a prime contractor holding such contract. You are advised that under the provisions of the above contract or subcontract, and in accordance with Executive Order 11246, the undersigned is obligated not to discriminate against any employee or applicant for employment because of race, color, religion, sex or national origin. This obligation not to discriminate in employment includes, but is not limited to the follow: 1. Hiring, placement, upgrading, transfer or demotion; 2. Recruitment, advertising or solicitation for employment; 3. Treatment during employment; 4. Rates of pay or other forms of compensation; 5. Selection for training, including apprenticeship; and 6. Layoff or termination. This notice is furnished to you pursuant to the provisions of the above contract or subcontract and Executive Order 11246. Copies of this notice will be posted by the undersigned in conspicuous places available to employees or applicants for employment. NOTE: The penalty for making false statements in offers is prescribed in 18 U.S.C. 1001. Richard Schultz President Sole Officer AUTHORIZED OFFICIAL NAME AUTHORIZED OFFICIAL TITLEJCAPACITY 09/12/2024 AUTHORI ED OFFICIAL SIGNA DATE FA-29 EXHIBIT 13 Minority and Women's Business Enterprise Tiered Compliance Plan THIS PLAN MUST BE SUBMITTED WITH YOUR BID FOR THIS FEDERALLY -FUNDED CONTRACT OPPORTUNITY PART 1 9/12/24 DATE SAN MIGUEL PARK ACCESSIBLE PARK IMPROVEMENTS Contract No. 9371-1 PROJECT NAME R.E. Schultz Construction, Inc. FIRM NAME 1767 North Batavia Street, Orange, CA 92865 BUSINESS ADDRESS PROJECT NUMBER 714-649-2627 PHONE TYPE OF FIRM: (Check One and Provide Information) ❑ Individual Name of Owner R.E. Schultz Construction Inc. x❑ Corporation State of Incorporation: _California ❑ Partnership Indicate General "G", Limited "L": G Name of Partners: N/A ❑ Joint Venture Joint Venture Participants: N/A Number of year(s) firm has been in business under present ownership: + OWNERSHIP DEMOGRAPHICS: (Provide the number of owners by category and the percentage of ownership interest of those individuais by category) Black Hispanic Alaskan Native/ Asian/ White Women American Indian Pacific Islander Number 1 7. of Assets Owned 100% OWNERSHIP INFORMATION: (List each owner of the firm that has 5 percent or more of the shares in the firm) Name Race Sex Years of Ownership Ownership Percenlage Voting Percentage Richard Schultz Caucasian M +28 100% 100% I certify that the ' formation provided herein is true and correct. Federal EIN: 32-0468467 License Number: 1007195 n�4 h1jlt7 9/12/24 DUNS Number: 080468525 SIGNANRE resident, Sole Officer IF MORE THAN 50% MINORITY OR WOMEN OWNED, PROCEED TO PART 3. IF LESS, PROCEED TO PART 2 AND PROVIDE INFORMATION ON SUBCONTRACTS AWARDED TO MBE/WBE FIRMS. FA-30 3 0 LLI a a a U Q H z O U m N LLI m z Q ua m T O G7 O Uy d� m U J Q W `a 3LU L� a z c UIM a C O U n o c o O 0 u z c m Q C -1C z Qs `u Q al O O i 3� m o � m o 'A Q Ln C. z C. 7 N G1 E a z E `o u 0 c O u to Q z p e m 0 Q O O r 0 a� v u O SL c 7 O E a `a 00 cc b9- ar)- W W CL � 3 u l7 0 u 7 v1 vIr N 11 N r-[ PART 3 CONTRACTING/GOOD-FAITH EFFORT AFFIDAVIT This Affidavit must be signed, notarized and submitted with your bid or proposal. In addition, documentation must be attached to demonstrate that a goad -faith effort was made to secure MBE/WBE participation. Your good -faith effort will be evaluated in accordance with the various criteria listed below. Please initial where indicated that you have read and complied with each requirement. Complete the requested forms and provide the requested documentation as a part of this affidavit. Good Faith Effort Evaluation Criteria Initial here If true and correct 1. The Bidder/Firm is a bona -fide MBE or WBE firm; or, the Bidder/Firm N/A subcontracted to MBE firm(s) and WBE firm(s). 2. The Bidder/Firm attended a pre -bid meeting hosted by the awarding agency to N/A gain knowledge of the project requirements and goals. 3. The Bidder/Firm advertised the availability of subcontracting or supply opportunities for MBE/WBE firms in connection with this project. If so, complete the following: Media where advertised: Challenge News / California_ Daily Bid Advisor Media contact information: Kevin Aberg: (408) 998-0241 Date(s) of advertisement: 9 11 24 Attach copies of the advertisements) to this form and submit with bid. 4. Interested potential MBE/WBE subcontractors were provided with the project N/A plans and specifications. Attach a list of MBE/WBE firms that received project plans and specifications. Include their address, city, state, zip code, contact person, telephone number. Provide a notation of any responses received from those firms. 5. Follow-up contacts were made with potential MBE/WBE firms which expressed N/A an interest in the project. Attach a list of MBE/WBE firms that your company followed -up with. Include their address, city, state, zip code, contact person, telephone number. Provide a notation of any responses received from those firms. 6. Assistance was requested from organizations which identify potential MBE/WBE N/A firms. Attach a list of organizations consulted to include the name of the organization, address, city, state, zip code, contact person, time and dates contracted, method contacted, and results. FA-32 Good Faith Effort Evaluation Criteria Initial here If true and correct 7. Potential MBE/WBE firms were contacted and negotiation was made in good faith. Attach a list of MBE/WBE firms that your company negotiated with. Include the name of the MBE/WBE firm, address, city, state, zip code, contact person, whether MBE or WBE, if plans or specifications were provided to the other party, and the results of your negotiations. Also attach copies of any internal documents that will evidence the some and submit with bid. 8. Potential MBE/WBE subcontractors were given technical assistance by the A bidder or advised that technical assistance was available from the bidder to facilitate understanding of the contract requirements and to complete the paperwork necessary to participate in this contract. Attach a list of MBE/WBE firms that your company provided assistance to. Include the name of the MBE/WBE firm, address, city, state, zip code, contact person, and a description of the technical assistance provided. According to Title 18, Section 1001 of the U.S. Code, it is a felony for any person to knowingly and willingly make false or fraudulent statements to any department of the United States Government. 1, the undersigned, hereby certify that all statements contained herein, are true and correct to the best my knowledge and belief. Under the pengK of perjury, I certify that the above information is true and correct. SIGNATURE President, Sole Officer V TITLE (NOTARY SEAL) 9110/24 DATE 714-649-2627 PHONE FA-33 J U RAT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of Orange Subscribed and sworn to (or affirmed) before me on this 10 day of September , 2024 by Richard Schultz proved to me on the basis of satisfactory evidence to be the person(s) who appeared before me. Signature (Seal) OPTIONAL INFORMATION DESCRIPTION OF THE ATTACHED DOCUME T 6- 60 s.0 (Title or description of attached docume (Title or description of attached document continued) Number of Pages Document Date Additional information 201I. ersi ori SSeSj'ai73 D. MINDtOLA w Fr NotaryPu6tic California jxF Orange County i x Commisslon # 2350274 My Comm. Expires Mar 5, 2025 INSTRUCTIONS The wording of all Jurats completed in California after January 1, 2015 must be in the form as set forth within this Jurat. There are no exceptions. If a Jurat to be completed does not foliow this form, the notary must correct the verbiage by using a jurat stamp containing the correct wording or attaching a separate jurat form such as this one with does contain the proper wording. In addition, the notary must require an oath or affirmation from the document signer regarding the truthfulness of the contents of the document. The document must be signed AFTER the oath or affirmation. If the document was previously signed, it must be re -signed in front of the notary public during the jurai process. • State and county information must be the state and county where the document signer(s) personally appeared before the notary public. • Date of notarization must be the date the signer(s) personally appeared which must also be the same date the jurat process is completed. • Print the name(s) of the document signer(s) who personally appear at the time of notarization. • Signature of the notary public must match the signature on file with the office of the county clerk. • The notary seal impression must be clear and photographically reproducible, impression must not cover text or lines. if seal impression Smudges, re -seal if a sufficient area permits, otherwise complete a different jurat form. Additional information Is not required but could help to ensure this Iurat is not misused or attached to a different document. Indicate title or type of attached document, number of pages and date. • Securely attach this document to the signed document with a staple. EXHIBIT 14 Federal Lobbyist Certification SAN MIGUEL PARK ACCESSIBLE PARK IMPROVEMENTS 9371-1 co PROJECT NAME PROJECT NUMBER BID/CONTRACT OLLAR AMOUNT R.E. Schultz Construction, Inc. COMPANYNAME Batavia•�e i 86 COMPANY- 1007195 LICENSE NUMBER 32-0468467 EMPLOYER IDENTIFICATION NUMBER Acting on behalf of the above named firm, as its Certification to the U. S. Department of Housing awarding this federally assisted construction contract: 080468525 DUNS NUMBER Authorized Official, I make the following and Urban Development and the body No Federal appropriated funds have been paid by or on behalf of the above named firm to any person for influencing or attempting to influence an officer or employee of any agency, a Member of Congress, on officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of and Federal grant, loan or cooperative agreement, and any extension, continuation, renewal, amendment, or modification thereof, and; 2. If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee or any agency, a Member of Congress an officer or employee of Congress or an employee of a Member of Congress in connection with this Federal contract, grant loan, or cooperative agreement, the above named firm shall complete and submit Standard Form-LLL, "Disclosure Form to Report Lobbying", in accordance with its instructions, and; 3. The above name firm shall require that the language of this certification be included in the award documents for all sub -awards at all tiers (including subcontracts, sub -grants, and contracts under grants, loans, and cooperative agreement) and that all sub - recipients shall certify and disclose accordingly. This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into the transaction imposed by Section 1352 Title 31, U. S. Code. Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure. NOTE: The penalty for making false statements in offers is prescribed in 18 U.S.C. 1001. Richard Schultz AUTHORIZED OFFICIAL NAME AUTHORIZED hrFICIALSIGNATURE President (Sole Officer) AUTHORIZED OFFICIAL ➢TLEICAPACVFY 09/12/2024 DATE FA-34 Section 3 Clause 24 CFR Part 135 a. The work to be performed under this contract is subject to the requirements of Section 3 of the Housing and Urban Development Act of 1968, as amended, 12 U.S.C. 1701 u (Section 3). The purpose of Section 3 is to ensure that employment and other economic opportunities generated by the U.S. Department of Housing and Urban Development (HUD) assistance or HUD assisted projects covered by Section 3, shall, to the greatest extent feasible, be directed to low- and very low-income persons, particularly persons who are recipients of HUD assistance for housing. b. The parties to this contract will comply with HUD's regulations as set forth in 24 CFR Part 135, which implement Section 3. As evidenced by their execution of this contract, the parties to this contract certify that they are under no contractual or other impediment that would prevent them from complying with the Part 135 regulations. c. The contractor agrees to send to each labor organization or representative of workers which the contractor has a collective bargaining agreement or other understanding, if any, a notice advising the labor organization or workers' representative of the contractor's commitments under this Section 3 Clause, and will post copies of the notice in conspicuous places at the work site where both employees and applicants for training and employment positions can see the notice. The notice shall; describe the Section 3 preference, shall set forth minimum number and job titles subject to hire, availability of apprenticeship and training positions, the qualifications for each, and the name and location of the persons taking applications for each of the positions, and the anticipated date the work shall begin. d. The contractor agrees to include this Section 3 Clause in every subcontract subject to compliance with regulations in 24 CFR Part 135, and agrees to take appropriate action, as provided in an applicable provision of the subcontract or in this Section 3 Clause, upon a finding that the subcontractor is in violation of the regulations in 24 CFR Part 135. The contractor will not subcontract with any subcontractor where the contractor has notice or knowledge that the subcontractor has been found in violation of regulations under 24 CFR Part 135. e. The contractor will certify that any vacant employment positions, including training positions, that are filled (1) after the contractor is selected, but before the contract is executed, and (2) with persons other than those to whom the regulations of 24 CFR Part 135 require employment opportunities to be directed, where not filled to circumvent the contractor's obligations under 24 CFR Part 135. f. Noncompliance with HUD's regulations in 24 CFR Part 135 may result in sanctions, termination of this contract for default, and debarment or suspension from future HUD assisted contracts. g. With respect to work performed in connection with Section 3 covered Indian Housing Assistance, Section 7(b) of the Indian Self -Determination and Education Assistance Act (25 U.S.C. 450e) also applies to the work to be performed under this contract. Section 7(b) requires that the greatest extent feasible; (i) preference and opportunities for training and employment shall be given to Indians, and (it) preference in the award of contracts and subcontracts shall be given to Indian organizations and Indian -owned Economic Enterprises. Parties to this contract that are subject to the provisions of Section 3 and Section 7(b) agree to comply with Section 3 to the maximum extent feasible, but not in derogation of compliance with Section 7(b). FA-36 Section 3 Business Certification Form SAN MIGUEL PARK ACCESSIBLE PARK IMPROVEMENTS PROJECT NAME R.E. Schultz Construction, Inc. BUSINESS NAME 1767 N Batavia St. Orange, CA 92865 BUSINESS ADDRESS 714-649-2627 1007195 TELEPHONE NUMBER LICENSE NUMBER 9371-1 PROJECT NUMBER ''Sl5•od BIDICCNTRACT A OUNT 32-0468467 080468525 EMPLOYER IDENTIFICATION NUMBER DUNS NUMBER The above named business is a Section 3 Business Concern based on the following qualifications: ❑ 51-percent owned by Section 3 Residents Number of Section 3 Resident Owners: / Number of Owners: (Attach Resident Certifications for all Section 3 owners claimed) ❑ At least 30-percent of permanent, full-time employees are Section 3 Residents Number of Section 3 employees / all full-time employees = (Attach Resident Certifications for all Section 3 employees claimed) 2. The above named business is not a Section 3 business Concern, but commits to meeting the Section 3 goal on this project by: ® Making a Written Commitment — (Submit Section 3 Economic Opportunity Plan) The Section 3 Economic Opportunity Plan (attached) submitted by our company declares our intention to incorporate Section 3 into our normal hiring practices beginning with all openings effective on or after the date of contract award, with the goal of becoming a Section 3 Business Concern. On this project, our company will: Hire Section 3 qualified residents at least 30-percent aggregate new hire positions, and/or Subcontract 25-percent or more of the contract amount to Section 3 Businesses. (Attach the Section 3 Economic Opportunity Plan, Business Certifications for all Section 3 subcontracts claimed, and coilect Section 3 Resident Certifications throughout the duration of the project) The undersigned dec es that the above information i com?j=a plete and correct. Richard Schultz 09/12/2024 OWNERIPRINCIPAL NAME SIGNATURE DATE EA-37 Section 3 Economic Opportunity Plan Must be submitted with Bid if Box 2 is checked on the Section 3 Business Certification NOTE: THIS SUBMITTAL MUST INCLUDE NUMERICAL GOALS IN ORDER TO BE RESPONSIVE TO SECTION 3. PART I OR PART II MUST REFLECT NUMERICAL HIRING OR CONTRACTING GOALS. NAME AND ADDRESS OF CONTRACTOR R.E. Schultz Construction, Inc. FEDERAL IDENTIFICATION: [CONTRACT NO] 9371-1 DOLLAR AMOUNT OF BID/AWARD: Iq +(:75.00 1 767 N Batavia St. Orange, CA 92867 CONTACT PERSON Chelsea Morris BID OPENING DATE 09/12/2024 PHONE 714-386-6108 FAX 714-740-5049 Part I: Employment and Training Commitment Job Classification Total New hires Section 3 New hires % New hires who are Section 3 Residents Professionals % Technicians % Office/Clerical 1 1 100 % Trade: Laborer 2 2 100% Trade: % Trade: 0 % Trade: TO Trade: % 0 Trade: % Total: Part II: Contract Award Commitment to Section 3 Businesses {Subcontractors, Suppliers, etc.] Name of Section 3 business concern Specify construction or non -construction contract Contract Amount N/A $ Total: $ Percentage of the Prime Contract to be awarded to Section 3 Business Concerns: FA-38 Sample Outreach Efforts for Contractors Seeking to Hire Section 3 Residents A Section 3 responsive bidder who commits to hire Section 3 Residents by directing employment and training opportunities toward low- and very low-income persons, particularly those who are recipients of government assistance for housing, may use any combination of outreach efforts to meet the Section 3 commitment made when a Section 3 Economic Opportunity Plan has been submitted. REMEMBER: All employees of a business/firm count toward meeting your Section 3 compliance goals —Section 3 New Hires do not have to be construction workers, they just have to be a part of your permanent, full-time staff, • At the beginning of the project, and subsequently as positions become available, the Notice of Section 3 Commitment shall be submitted to and/or posted at the following locations: o At the site of construction; and o At any trade unions or worker's representatives organizations to which the contractor is a signatory. • Submit a request for dispatch of apprentices to local apprenticeship committees. • Enter into "first -source" hiring agreements with organizations representing Section 3 residents, such as a local Workforce Investment Board. • Sponsor a HUD -certified "Step -Up" employment and training program for Section 3 residents. • Advertise training and employment positions by distributing flyers (Notice of Section 3 Commitment or other flyer that identifies the positions to be filled, the qualifications required, and where to obtain additional information about the application process) to every occupied dwelling unit in the housing development(s) adjacent to the project site. • Post training and employment position flyers in public housing developments, offices of the local government, and other conspicuous places. • Contact State -approved apprenticeship programs to gain access to potentially low-income residents who are actively seeking job -placement and training. • Contact agencies administering HUD Youthbuild programs, and requesting their assistance to recruit current HUD Youthbuild program participants who are in need of permanent placement. • Advertise any positions to be filled through the local media, such as community television networks, newspapers of general circulation, or commonly -used job placement websites such as www.monster.com FA-39 SECTION 3 WORKER CERTIFICATION FOR LOS ANGELES COUNTY RESIDENTS Employee Name: N/A Address: City/State/Zip I hereby state that I currently or within the past five (5) years can document at least one of the following categories: 1. ❑ 1 am a resident in Los Angeles County with a total annual household income within the income limits selected in the table below: CIRCLE your household size and CHECK household gross annual income level from all sources: FY 2024 Income Limits Summary FY 2024 Income Umlt Area Median Family Income ' FY 2024 Income Limit Category Persons in Family -- 1 2 3 4 '5 6 7 8 Very Low (50%) Income Los Limits ($) 43,550 55,450 62,400 69,350 74,900 80,450 86,000 91,550 Angeles - Long Beach- Extremely Low Income Glendale, $98,200 Limits ($)- 29,150 33,300 37,450 41,600 44,950 48,300 51,600 S4,950 CA HUD Metro-..-_.... .-•........ ..-.. .- __.__ __ _.. ___ ....._..... ______ FMR Low (80%) Income Area Limits ($) 77,700 88,800 99,900 110,950 119,850 128,750 137,600 146,500I 2. ❑ I am employed by a Section 3 business, and/or 3. ❑ I am a YouthBuild participant. I declare under penalty of perjury under the laws of the State of California that the information stated above is true and correct. Employee Signature To Be Completed by the Employer The employee was hired on: Date This employee meets the following: ❑ HUD Low -Income Limits ❑ Section 3 Business Employee ❑ YouthBuild Participant Business Name: Print Name of Owner/ Signature of Owner I FA-40 SECTION 3 WORKER CERTIFICATION FOR ORANGE COUNTY RESIDENTS Employee Name: N/A Address: City/State/Zip Code: I hereby state that I currently or within the past five (5) years can document at least one of the following categories: 1. ❑ 1 am a resident in Orange County with a total annual household income within the income limits selected in the table below: CIRCLE your household size and CHECK household gross annual income level from all sources: FY 2024 Income Limits Summary FY 2024 Income Limit Area Median Family Income FY 2024 Income Limit Category r 1 :.._ 2. __ 3 Persons . 4 In Family ...:. 5 _.. 6 7 _ 6 '.. Very Low (50%) Income Umits ($) 55,250 63,100 71,050 78,900 85,250 91,550 97,850 104,150 Santa Ana- ___--_____ ------- ___ Anaheim- Extremely Low Income Irvine, $129,000 Limits ($)W 33,150 37,900 42,650 47,390 51,150 54,950 58,750 62,550 CA HUD Metro_ --------------- ----------------- ___ ___._ __-____._ ___.--___. ----- ---- ._. ------ .___...__..__..._. _._—_.__.... FMR Area Low (80%) Income Umits ($) 88,400 101,000 113,650 126,250 136,350 146,450 156,550 166,650 2. ❑ I am employed by a Section 3 business, and/or 3. ❑ 1 am a YouthBuild participant. I declare under penalty of perjury under the laws of the State of California that the information stated above is true and correct. Employee Signature To Be Completed by the Employer The employee was hired on: Date This employee meets the following: ❑ HUD Low -Income Limits ❑ Section 3 Business Employee O YouthBuild Participant Business Name: Print Name of Owner I Signature of Owner I Agent: Date: FA-41 SECTION 3 WORKER CERTIFICATION FOR SAN BERNARDINO/RIVERSIDE COUNTY RESIDENTS Employee Name: NIA Address: City/State/Zip Code: I hereby state that I currently or within the past five (5) years can document at least one of the following categories: 1. ❑ I am a resident San Bernardino/Riverside County with a total annual household income within the income limits selected in the table below: CIRCLE your household size and CHECK household gross annual income level from all sources: FY 2024 Income Limits Summary 2. ❑ I am employed by a Section 3 business, and/or 3. ❑ 1 am a YouthBuild participant. I declare under penalty of perjury under the laws of the State of California that the information stated above is true and correct. Employee Signature To Be Completed by the Employer The employee was hired on: Date This employee meets the following: ❑ HUD Low -Income Limits O Section 3 Business Employee ❑ YouthBuild Participant Business Name: Print Name of Owner / Signature of Owner I FA-42 SECTION 3 WORKER CERTIFIGNTION FOR SAN DIEGO COUNTY RESIDENTS Employee Name: N/A Address: City/State/Zip I hereby state that I currently or within the past five (5) years can document at least one of the following categories: 1. ❑ I am a resident in San Diego County with a total annual household income within the income limits selected in the table below: CIRCLE your household size and CHECK household gross annual income level from all sources: FY 2024 Income Limits Summary FY 2024 Income Limit Area Median Family Income N 2024 Income Limit Category Persons in Family --- 1 2 3 4 5 6 ----- 7 a Very Low (50%) Income Limits($) 53,050 60,600 68,200 75,750 $1,850 $7,900 93,950 100,000 MNIIINVAialgo San--.-... .._.....__ y .--........ Extreme) Law Income ___ - - _ ._ ........... ..____._ Diego- $119,500 Limits ($)* 31,850 36,400 40,950 45,450 49,100 52,750 56,400 60,000 Carlsbad, CA MSA .... .._-._ ___ ___-... _- ........... ..__. Low (00%)Income Limits ($) 84,900 97,000 109,150 121,250, 130,050 140,650 150,350 160,050 2. ❑ I am employed by a Section 3 business, and/or 3. ❑ 1 am a YouthBuild participant. I declare under penalty of perjury under the laws of the State of California that the information stated above is true and correct. Employee Signature To Be Completed by the Employer The employee was hired on: Date This employee meets the following: ❑ HUD Low -Income Limits O Section 3 Business Employee O YouthBuild Participant Business Name: Print Name of Owner/ Signature of Owner I P FA-43 SECTION 3 WORKER CERTIFICATION FOR VENTURA COUNTY RESIDENTS Employee Name: N/A Address: City/State/Zip Code: I hereby state that I currently or within the past five (5) years can document at least one of the following categories: 1. ❑ 1 am a resident in Ventura County with a total annual household income within the income limits selected in the table below: CIRCLE your household size and CHECK household gross annual income level from all sources: FY 2024 Income Limits Summary 2. ❑ 1 am employed by a Section 3 business, and/or 3. ❑ 1 am a YouthBuild participant. I declare under penalty of perjury under the laws of the State of California that the information stated above is true and correct. Employee Signature To Be Completed by the Employer The employee was hired on: Date This employee meets the following: 0 HUD Low -Income Limits 0 Section 3 Business Employee 0 Youth Build Participant Business Name: Print Name of Owner / Signature of Owner /A FA-" Notice of Section 3 Commitment Submit with Bid, Post at Jobsite, Forward to Labor Unions TO: Laborers Local 652 (NAME OF LABOR UNION, WORKERS REPRESENTATIVE, ETC.) 1532 E Chestnut Ave, Santa Ana, CA 92701 �ADDRESSI R.E. Schultz Construction, Inc. NAME OF BUSINESS/CONTRACTOR SAN MIGUEL PARK ACCESSIBLE PARK IMPROVEMENTS PROJECT NAME 9371-1 PROJECT NUMBER The undersigned currently holds a contract with City of Newport Beach involving federal housing and community development assistance from the U.S. Department of Housing and Urban Development, or has a subcontract with a prime contractor holding such contract. You are advised that under the provisions of the above contract or subcontract and in accordance with Section 3 of the Housing and Urban Development Act of 1968, the undersigned is obligated to the greatest extent feasible, to give opportunities for employment and training to lower income residence of the project area and to award contracts for work on the project to business concerns which are located in or are owned in substantial part by project area residence. Regarding current employment opportunities for Section 3, the minimum number and job titles are: Minimum Number Job Classification 2 Laborer 1 Operating Engineer Regarding job referrals, request that consideration be given to the assignment of persons residing in the service area or neighborhood in which the project is located. The anticipated date the work will begin is 10/01/2024 For additional information, please contact: Chelsea Morris HR Manager CONTACT PERSON'S NAME TITLE at( 714 j 386-6108 PHONE This notice is furnished to you pursuant to the provisions of the above contract or subcontract and Section 3 of the Housing and Urban Development Act of 1968. Copies of this notice will be posted by the undersig�d in conspicuous places available to employees or applicants for employment. PRINT NAME SIGNATURE Richard Schultz President (Sale Officer) DATE TITLE 09/12/2024 FA-45 *This Report is to be submitted with Final CPR, NIA for the bid** Section 3 Economic Opportunity Report If a Section 3 Economic Opportunity Plan was submitted with the Bid, or upon request, Submit with Final Certified Payrolf Report or on July ]St, whichever occurs first. CONTRACTOR NAME AND ADDRESS R.E. Schultz Construction, Inc.9371-1 PROJECT NUMBER: DO R AMOUNT OF CONTRACT: 4 :�5 -60 CONTRACTOR Ai. ISeNTCTOrrs PFNE: IINCLU EAREA CODE) 714-386-6108 1767 N Batavia St Orange, CA 92865 DATE REPORT SUBMITTED: DATE{SI COVERED: CONTRACTOR'S LICENSE NUMBER AND CLASS: 1007195 A, B, C-61034, C- FEDERAL EIN' 1/D12 32-0468467 Part I; Employment/Training of Section 3 Residents (Minimum Goal: 30% of New Hires) Number of % of Aggregate % of Total Staff Number of New Hires Number of Staff Hours Hours for Number of Job Category New Hires that are of New Hires that are Section 3 Section 3 Section 3 Sec. 3 Residents Employees and Trainees Residents Trainees Professionals Technicians Office/Clerical Trade: Trade: Trade: Trade: Trade: TOTALS: Part II: Subcontracts Awarded (Minimum Subcontract Goal is 25% of the Prime Contract Amount) Number of Subcontracts awarded: Number of Section 3 Businesses Coniracted: Name of Qualified Business Concern Construction or Non -construction Contract Amount I Total Dollar Amount of Subcontracts awarded to Section 3 qualified Business Concerns: $ Dollar Amount of All Subcontracts: $ Percentage of the total doliar amount awarded to qualified Business Concerns: FA-46 Part Ill: Summary of the efforts that were made to generate economic opportunities ❑ Trained and/or Employed low-income individuals equal to (%j of the aggregate new hires. (Attach Resident Certifications) ❑ Awarded a Subcontract to qualified Business Concerns equal to (%) of the contract amount. (Attach Business Certifications) ❑ Attempted to recruit low-income individuals through: ❑ Advertised through local media, television, radio, newspaper (Attach copy of (advertisement) ❑ Signs prominently displayed at the project site ❑ Contacts with community organizations ❑ Contacted management to notify residents and posted or distributed flyers at public housing authority (Attach list) ❑ Participated in a HUD program or other program which promotes the training or employment of low-income individuals ❑ Participated in a HUD program or other program which promotes the award of contracts to Section 3 Qualified Business Concerns ❑ Contacted agencies administering HUD Youth -Build programs. (Attach list) ❑ Maintained a file of eligible qualified low-income Residents and qualified Business Concerns for future employment. OTHER: (Describe and attach supporting documentation) According to Title 18, Section 1001 of the U.S. Code, it is a felony for any person to knowingly and willingly make false or fraudulent statements to any department of the United States Government. 1, the undersigned, hereby certify that ail statements contained herein, are true and correct to the best of my knowledge and belief. Under the penalty of perjury, I certify that the above information is true and correct. Richard Schultz SIGNATURE President, Sale Officer TITLE 9/ 10/24 DATE 714-649-2627 PHONE FA-47 J U RAT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of Orange Subscribed and sworn to (or affirmed) before me on this 10 day of September 2024 by Richard Schultz proved to me on the basis of satisfactory evidence to be the person(4) who appeared before me. Signature OPTIONAL INFORMATION DESCRIPTION OF THE ATT HED DOCUMENT (Title or description of aft hed docu ent) (Title or desc pfion of attached document continued) Number of Pages Document Date Additional information ;r.rscrr'.;;taEv :f��SseS,cr>,i3 $')Q-f'3-9$E D. MINMOLA • : Notary Pubdc • California = Orange County f (Seal) Commlision # 2350274 a': L My Comm, Expires Mar 5, 2C25 INSTRUCTIONS The wording of all Jurats completed in California after January 1, 2015 must be in the form as set forth within this Jurat. There are no exceptions. if a Jurat to be completed does not follow this form, the notary must correct the verbiage by using a jurat stamp containing the correct wording or attaching a separate jurat form such as this one with does contain the proper wording. In addition, the notary must require an oath or affirmation from the document signer regarding the truthfulness of the contents of the document. The document must be signed AFTER the oath or affirmation. If the document was previously signed, it must be re -signed in front of the notary public during the feral process. • State and county information must be the state and county where the document signer(s) personally appeared before the notary public. • Date of notarization must be the date the signer(s) personalty appeared which must also be the same date the jurat process is completed. • Print the name(s) of the document signer(s) who personally appear at the time of notarization. • Signature of the notary public must match the signature on file with the office of the county clerk. • The notary seal impression must be clear and photographically reproducible. Impression must not cover text or lines. If seal impression smudges, re -seal if a sufficient area permits, otherwise complete a different jurat form. Additional information Is not required but could help to ensure this jurat is not misused or attached to a different document. Indicate title or type of attached document, number of pages and date. • Securely attach this document to the signed document with a staple. CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT r& 0 \t�FOR�I ADDENDUM NO. 1 San Miguel Park Accessible Park Improvements CONTRACT NO. 9371-1 DATE: g BY: I. Public Works Director/City Engineer TO: ALL PLANHOLDERS AND BIDDERS The following changes, additions, deletions, or clarifications shall be made to the contract documents — all other conditions shall remain the same. A. BID INFORMATION 1. Revised Davis -Bacon Wage Determination Dated 8/2312024 B. REQUEST FOR INFORMATION Q1: The playground surfacing spec includes both EPDM and TPV, please confirm you only want TPV and aliphatic for both the pad and high density inserts? Al: The wear course installed shall be EPDM and high density TPV in the respective areas indicated in the contract documents. See Sheet 4 of the plans for further clarification. Cz�_flas'. 2':....1 Bidders must sign this Addendum No. 1 and attach it to the bid proposal. A bid may be deemed unresponsive unless this signed Addendum No. 1 is attached. I have carefully examined this Addendum and have included full payment in my Proposal. R.E. Schultz Construction, Inc, Bidder's Name (Please Print) 9/12/24 Date Richard Schultz, President (Sole Officer) Authorized Sidnafure & Title Attachments: 1. Revised Davis -Bacon Wage Determination Dated 8/23/2024 Engine Emission Tier Level Declaration Vehicle Serial Number: Vehicle Type: Vehicle Model: Vehicle Model Year: Engine Serial Number: Engine Model: Engine Manufacturer: Engine Year of Mfg: Engine Net HP: Engine Displacement (Liters): Engine Family: Engine Tier Level: Engine Flex: B3NK15943 Skid Steer Loaders T595 2017 D24NAP7114982LEL03 D24NAP DOOSAN INFRACORE CO., LTD. 2017 74 2.4 HDICL02.4LEA 4 No Any person selling a vehicle with an engine subject to this regulation in California must provide the following disclosure in writing to the buyer on the bill of sale, "When operated in California, any off -road diesel vehicle may be subject to the California Air Resources Board In -Use Off -road Diesel Vehicle Regulation. It therefore could be subject to retrofit or accelerated turnover requirements to reduce emissions of air pollutants." For more information, please visit the California Air Resources Board website at http://www.arb.ca.gov/msprog/ordiesel/ordiesel.htm, 1 /19/24. 8:23 AM Fact Sheet: Renewable Diesel Fuel Requirements C A L I FORN IA AIR RESOURCES BOARD Fact Sheet: Renewable Diesel Fuel Requirements DATE August 29, 2023 CONTACT DOORS Email doors@arb.ca.gov Phone (877) 593-6677 / (877) 59DOORS CATEGORIES Programs In -Use Off -Road Diesel -Fueled Fleets Regulation Amendments to the In -Use Off -Road Diesel - Fueled Fleets Regulation Introduction The recent amendments, approved by the California Air Resources Board (CARB) in 2022 (2022 amendments) to the In -Use Off -Road Diesel -Fueled Fleets Regulation (Off -Road Regulation or regulation) incorporate new requirements to use renewable diesel. This fact sheet reviews key elements of the renewable diesel requirements as well as the limited exemptions. Background Renewable diesel is a transportation fuel produced from non -petroleum renewable sources — specifically, vegetable oils and animal fats. The chemical and structural properties of renewable diesel are similar to petroleum -derived (conventional) diesel, and renewable diesel meets the federal registration requirements for fuels and fuel https://ww2.arb.ca.gov/resources/fact-sheets/fact-sheet-renewable-diesel-fuel-requirements/printable/print 1 /6 1 /19/24. 8:23 AM Fact Sheet: Renewable Diesel Fuel Requirements additives and the ASTM D975-21 Standard Specification for Diesel Fuel. Therefore, renewable diesel can be used as a direct substitute for conventional diesel (up to 100% or R100). Blends of renewable diesel and conventional diesel are labelled with an R followed by the percentage (by volume) of the renewable diesel content. It is common to confuse biodiesel and renewable diesel. While both originate from vegetable oils and animal fats, the processes used to produce the two fuels are very different. Therefore, they have different chemical properties, physical properties, and environmental attributes. Biodiesel is used as a diesel blend stock in limited volumes (up to 20% or B20) rather than as a direct substitute for conventional diesel. Biodiesel can increase oxides of nitrogen (NOx) emissions in some engines — a characteristic that limits its blend level in diesel fuel and that requires the mitigation of excess NOx in accordance with CARB's Alternative Diesel Fuel regulation. Of these two fuels, only renewable diesel complies with the requirements of the 2022 amendments to the Off -Road Regulation. Requirements [Section 2449.1(01 Beginning January 1, 2024, all California fleets subject to this regulation are required to procure and only use R99 or R100 renewable diesel fuel in all vehicles subject to the Off -Road Regulation, with some limited exceptions. Recordkeeping, Reporting, and Affirmation [Section 2449(h)(1o) and Section 2449(9)(2)(D)] Fleet owners must maintain documents that demonstrate compliance with the renewable diesel fuel requirements, including the date and volumes of fuel purchased. Records must be kept for three calendar years from the date the transaction is completed. Also, fleet owners are required to comply with all reporting requirements in the regulation, including any additional reporting requirements for exemptions, and affirm annually as, as part of the annual reporting requirements due to CARB by March 1, that they are in compliance with the renewable diesel fuel requirements and that the reported data is accurate and complete. https://ww2.arb.ca.gov/resources/fact-sheets/fact-sheet-renewable-diesel-fuel-requirements/printable/print 2/6 1 /19/24. 8:23 AM Fact Sheet: Renewable Diesel Fuel Requirements Unable to Procure [Section 2449.1(0(3)l A fleet may be exempt from the renewable diesel fuel requirements if they are unable to procure R99 or R100 renewable diesel fuel as defined by the regulation. However, fleet owners are required to keep records describing the normal refueling methods, their documented attempts to procure renewable diesel fuel and proof that shows they were not able to procure renewable diesel (i.e., correspondence or contractor bids). Exemptions [Section 2449.1(0(2)] There are several potential exemptions to the renewable diesel requirements: Operations in Captive Attainment Areas: Any fleet or fleet portion that is designated a captive attainment area fleet is exempt from the renewable diesel fuel requirements. This includes fleets where the equipment exclusively operates in designated areas as defined under 2449(c)(6). This exemption also applies to any vehicle while operating in one of the counties listed under 2449(c)(6). Tier 4 Final Fleets: Any fleet or fleet portion that are entirely comprised of vehicles with Tier 4 final off -road engines, model year 2010 or newer on -road engines, or zero -emission vehicles are exempt from the renewable diesel fuel requirements. The use of renewable diesel fuel has less of an emissions reduction impact when used in engines with advanced emission control technologies, such as selective catalytic reduction and diesel particulate filters. Cold Weather Exemptions: There are two types of low temperature exemptions that provide flexibility to mitigate potential performance issues when using renewable diesel at cold temperatures. In both cases, the temperature threshold is 20 degrees Fahrenheit (200 F), and both exemptions require additional reporting. https://ww2.arb.ca.gov/resources/fact-sheets/fact-sheet-renewable-diesel-fuel-requirements/printable/print 3/6 1 /19/24. 8:23 AM Fact Sheet: Renewable Diesel Fuel Requirements 1. Winter low temperature exemption: Any fleet, fleet portion or vehicle is exempt from the renewable diesel fuel requirements from November through February if it is located or operates in a location where the tenth percentile January low temperature is below 200 F. The analysis may consider up to ten years of historic low temperature data. Historical temperature data may be found through several commercial and governmental weather programs such as the National Weather Service. For example, if the fleet owner uses five years of recorded January low temperature data for their location, that would total 155 data points given there are 31 days in January and provided each day has one data point. The data is sorted by temperature and the tenth percentile, in this case it is the 16th data point, must be below 201 F for the exemption to apply. There are additional reporting requirements for fleets that use the winter low temperature exemption. Fleet owners must report to CARB by April 30 of the year and reports must include the fleet, fleet portion, or vehicle location, the tenth percentile low temperature used, as well as the volume of renewable diesel and conventional diesel procured during October through February. Reports may be submitted electronically to DOORS@arb.ca.gov or mailed to CARB at: California Air Resources Board Mobile Source Control Division (In -Use Off -Road Diesel) P.O. Box 2815 Sacramento, CA 95812 https://ww2.arb.ca.gov/resources/fact-sheets/fact-sheet-renewable-diesel-fuel-requirements/printable/print 4/6 1 /19/24. 8:23 AM Fact Sheet: Renewable Diesel Fuel Requirements 2. Intermittent low temperature exemption: This exemption is for intermittent cold temperature events where the temperature drops or is expected to drop below 200 F. This exemption allows fleets to use the appropriate cold temperature fuel when they operate vehicles in an area that does not meet the requirements of the winter cold temperature exemption (above) or if a cold weather event occurs outside of the months that the winter cold temperature exemption applies. The forecasted temperature must be within 14 days. Examples of valid weather forecasts include, but are not limited to, those made by the National Weather Service, local television or print news, The Weather Channel, and other weather apps. During these low temperature periods, any fleet or fleet portion may procure and use conventional diesel in its vehicles. Once the cold snap has passed, vehicles may use the remaining conventional diesel in the vehicle fuel tank, until the vehicle is refueled. In other words, fleet owners do not have to drain the tank. This exemption is necessary to allow fleets to use the appropriate cold temperature fuel when they operate vehicles in an area that does not meet the requirements in section 2449.1(f)(2)(C) or if a cold weather event occurs outside of the months of November, December, January, and February. Fleet owners must report to CARB within two weeks of the last exemption date. Reports must include each day conventional diesel was used, the fleet location, the high and low temperature record, including a printout or screenshot for each day of the exemption, and provide the date and source of the temperature record. The report must also provide the volume of renewable conventional diesel fuel. Reports may be submitted electronically to DOORS@arb.ca.gov or mailed to CARB at: California Air Resources Board Mobile Source Control Division (In -Use Off -Road Diesel) P.O. Box 2815 Sacramento, CA 95812 Rental Vehicles [Section 24491(0(4)l This requirement applies to rental vehicles that operate in California: https://ww2.arb.ca.gov/resources/fact-sheets/fact-sheet-renewable-diesel-fuel-requirements/printable/print 5/6 1 /19/24. 8:23 AM Fact Sheet: Renewable Diesel Fuel Requirements • Rental fleets must include language in their rental contract that the recipient of the rented vehicle (renter) must comply with the renewable diesel fuel requirements. • Rental fleets that include this contract language will not be held liable if the rented vehicle is not compliant. • Fleets, vehicles, or operations that are exempt from the renewable diesel fuel requirements, or from the Off -Road Regulation entirely, do not need to use renewable diesel in any vehicles that they rent. There is no requirement that the rental company drain fuel from these vehicles. While this document is intended to assist fleets with their compliance efforts, it does not alter or modify the terms of any CARB regulation, nor does it constitute legal advice. It is the sole responsibility of fleets to ensure compliance with the Regulation for In -Use Off -Road Diesel -Fueled Fleets. Source URL: https.11ww2.arb.ca.govlresources/fact-sheets/fact-sheet-renewable-diesel- fuel-requirements https://ww2.arb.ca.gov/resources/fact-sheets/fact-sheet-renewable-diesel-fuel-requirements/printable/print 6/6 California Daily Bid Advisor September 11, 2024 THE KERN HIGH SCHOOL DISTRICT QUOTE REQUEST Notice is hereby given that sealed quotes will be received by the Undersigned for Career Technical Education Center: Purchase of Health Science & Medical Technology Patient Care Scanner. State law and regulations adopted by the Office of Public -School Construction required that State -funded programs have participation goals of three (3) percent for Disabled Veteran Business Enterprise (DVBE) as defined in Public Contract Code 10115.1. To be considered, a firm or person(s) is required to meet the goal or to make a good faith effort to meet the DVBE participation goals as specified in the regulations. The Board of Trustees of the Kern High School District reserves the right to reject all responses and/or waive any irregularities in a response. Kern High School District William Sandoval Jr. Associate Superintendent, Business Agent for Office of Public -School Construction By: Richard J. Ruiz, Director, Business Services 34HB132 C.W. Driver, LLC Requesting Bid Submissions From DVBE, MBE, SBE, WBE & SDVOB Subcontractors, Suppliers and Vendors Project: SDUSD G.W. Smith Education Center Site Redevelopment LLB (GMP No. 3) CC23-0127-42-A5-G4 Bid Date: September 26, 2024 at 11:00 am Project Description: The scope of work includes but is not limited to construction of the office building addition, renovation/remodel of the existing office building and construction of surface site improvements, surface parking and Pedestrian pavement/walkways, irrigation systems and landscaping. Phase III includes a second building permit and completes the work permitted in the public improvement. The project is located at 9330 Balboa Ave., San Diego, CA 92123. For information on how to obtain bid documents Contact: Leanne Loera, Iloera@cwdriver.com Phone 619-696-5100 Fax 619-696-5110 Contracting Agency: San Diego Unified School District Successful bidders will be required to enter into a PSA agreement. In addition, bidders are required to have both SDUSD and General Contractor prequalification. C.W. Driver, LLC is an equal opportunity employer CALIFORNIA UNIFIED CERTIFICATION PROGRAM (CUCP) Roster of Certifying Agencies Click for information WE ARE SEEKING BIDS FROM QUALIFIED & Certified DVBE Subcontractors & Suppliers for the: Sitework for New Relocatable Buildings at Cesar Chaves Elementary School Bid Date: October 3, 2024 @ 3:OOPM Location: Salinas, CA Duration: 75 Days Est. Cost: $1,000,000.00 Contact: Erick Dilbeck Company: Dilbeck & Sons, Inc. Address: P.O. Box 6088 Salinas, CA 93912 Tel: (831) 422-8213 Fax: (831) 422-1882 341B133 WE ARE SEEKING BIDS FROM QUALIFIED & Certified DVBE Subcontractors & Suppliers for the: Sitework for New Relocatable Buildings at Bardin Elementary School Bid Date: October 3, 2024 @ 2:OOPM Location: Salinas, CA Duration: 75 Days Est. Cost: $1,000,000.00 Contact: Erick Dilbeck Company: Dilbeck & Sons, Inc. Address: P.O. Box 6088 Salinas, CA 93912 Tel: (831) 422-8213 Fax: (831) 422-1882 341B134 Rodan Builders Inc. 3486 Investment Blvd., Suite B Hayward, CA 94545 Phone: (650) 508-1700 Fax: (650) 508-1705 Seeking DVBE, SBE, WBE, MBE, DBE, OBE, UDBE, and LBE's for the following Projects: BID BID PROJECT DESCRIPTION CITY OWNER DATE TIME September 30th - October 4th South Sunset Clubhouse 2601 40th Ave. City of San 10/2124 1 2:30 PM Renovation San Francisco, CA I Francisco We are an equal opportunity employer and intend to seriously negotiate with qualified DVBE and other business enterprises which offer commercially useful functions for this project. Contact: Rodan Builders, Inc., at bids(cDrodanbuilders.com C.W. Driver BUILDERS SINCE 1919 C.W. Driver Inc. will be bidding the Beaumont Library Renovation and Addition. Currently, C.W. Driver, Inc. is looking for prequalified subcontractors for the following trades: Demolition, Concrete, Steel, Rough Carpentry, Roofing and Sheetmetal, Drywall and Plaster, Glass and Glazing, Floor Finishes, Misc. Specialties, Asphalt Paving, Landscaping, Mechanical, Plumbing and Electrical. The project consists of a 9,114 SF wood framed addition and the remodel of the existing 10,991 SF public library. This is a prevailing wage project. If you are interested in prequalifying with C.W. Driver Inc., please contact Jamie Ballesteros at ballesteros@cwdriver.com, no later than September 24, 2024, 5 PM. CLASS A DRIVERS Looking for Veteran Class A Drivers for jobs in So Cal Pays $22/hr or more to start - with experience approx. $30/hr Contact: William Osgood william@cfrandassociates.com 2023-2024 PLAYGROUND IMPROVEMENTS R.E. Schultz Construction, Inc. is bidding the above referenced project and is requesting a quote from MBE & WBE and labor surplus area firms for the related concrete, fencing, paving, site clearing, and temporary public restroom services. Plan & Specs: Available upon request Owner: City of Newport Beach Bid No: C-9371-1 Bid Date: September 12, 2024 @ 10:00 AM Duration: 45 Working Days Location: San Miguel Park Contact: Jonathon Schatz Company: R.E. Schultz Construction, Inc. Address: 1767 N. Batavia St. Orange, CA 92865 Tel: (714) 649-2627 Fax: (714) 740-5049 341B135 7G5 California Department of General Services Get Certified - click for information: Small Business and DVBE Certification 3 CHALLENGE Volume Thirty-four Number 37.3 News September 11, 2024 THE KERN HIGH SCHOOL DISTRICT BID REQUEST Notice is hereby given that sealed bids will be received by the Undersigned for the following: Bid 6089 - ABLE: Eight (8) Relocatable Classrooms (Interim) Electrical, C10 Bid 6091 - ABLE: Eight (8) Relocatable Classrooms (Interim) Demo, Grading, & Asphalt Paving, C12 All bids must be received at the Kern High School District Office of Business Services, 5801 Sundale Ave., Bakersfield, California 93309 by 2:00 p.m. on Wednesday, September 25, 2024, and will be publicly opened in Conference Room "A" at that time. Non -Mandatory job walk on Friday, September 13, 2024, at 10:00 a.m. Meet at the flagpole at ABLE Mt. Vernon, 501 S. Mt. Vernon, Bakersfield, CA 93307. Beginning on January 1, 2014, the Kern High School District will only accept bids from prequalified contractors on certain projects pursuant to Public Contract Code Section 20111.5 and/or 20111.6 and AB1565. This applies to all prime and subcontractors with the following licenses: General Contractors (A and B), Mechanical, Electrical, and Plumbing (C-4, C-7, C-10, C-16, C-20, C-34, C-36, C-38, C-42, C-43, and C-46). All prime and/or subcontractors must review the bid specifications to determine whether or not prequalification is required. PLEASE NOTE THAT WHETHER OR NOT PREQUALIFICATION IS REQUIRED FOR THE PRIME CONTRACTOR (BIDDER) PURSUANT TO PUBLIC CONTRACT CODE SECTION 20111.5 AND/OR 20111.6 ANY LISTED SUBCONTRACTORS WITH LICENSE CLASSIFICATIONS C4, C7, C10, C16, C20, C34, C36, C38, C42, C43 AND C46 MUST BE ON THE KERN HIGH SCHOOL DISTRICT'S PREQUALIFIED CONTRACTOR LISTING. Get your prequalification package started at www.kernhiah.org. The Plans and Specifications, including Standard Proposal Forms, to be used for bidding on this project are available at no expense on the Kern High School District Website at: httr)://www.kernhiah.orci/apps/pacies/businesssery ices. In the event you are unable to download and/or print electronic copies, the bid documents will be available at Blueprint Services Company, 1100 18th Street, Bakersfield, CA93301, 661-327-2501. The initial set of plans and specifications is provided at no cost to registered plan holders, with subsequent sets available for purchase by contractors. State law and regulations adopted by the Office of Public -School Construction required that State -funded programs have participation goals of three (3) percent for Disabled Veteran Business Enterprise (DVBE) as defined in Public Contract Code 10115.1. To be considered, a firm or person(s) is required to meet the goal or to make a good faith effort to meet the DVBE participation goals as specified in the regulations. This project is a prevailing wage project. Owner has ascertained the general prevailing rate of per diem wages in the locality in which this work is to be performed for each craft or type of worker needed to execute this contract. These rates are on file at Owner's office, and a copy may be obtained upon request, or at www.dir.ca.aov. A copy of these rates shall be posted at the job site. It shall be mandatory upon the contractor to whom the contract is awarded (CONTRACTOR), and upon any subcontractor, to pay not less than the specified rates to all workers employed by them in the execution of the contract. This project is subject to the requirements of Subchapter 4.5 of Chapter 8 of Title 8 of the California Code of Regulations. Contractor and all subcontractors must furnish certified payroll records to the California Department of Industrial Relations (DIR) Public Works Contractor Registration (PWCR) System. A limited exemption from prevailing wage does not apply. Electronic certified payroll reports must be submitted weekly to and will be monitored by the Department of Industrial Relations (DIR). Construction contractors required to report payroll electronically can obtain assistance to use the service (eCPR) by accessing the website http://www. d ir.ca.ciov/Pu bl ic-Works/Certified-Payroll- Reporting.html. The following notice is given as required by Labor Code Section 1771.5(b)(1): CONTRACTOR and any subcontractors are required to review and comply with the provisions of the California Labor Code, Part 7, Chapter 1, beginning with Section 1720, as more fully discussed in the Contract Documents. These sections contain specific requirements concerning, for example, determination and payment of prevailing wages, retention, inspection, and auditing payroll records, use of apprentices, payment of overtime compensation, securing workers' compensation insurance, and various criminal penalties or fines which may be imposed for violations of the requirements of the chapter. Submission of a bid constitutes CONTRACTORS' representation that CONTRACTOR has thoroughly reviewed these requirements. The Board of Trustees of the Kern High School District reserves the right to reject all bids and/or waive any irregularities in a bid. Kern High School District William Sandoval Jr. Associate Superintendent, Business Agent for Office of Public -School Construction By: Richard J. Ruiz, Director, Business Services 341A912 2023-2024 PLAYGROUND IMPROVEMENTS R.E. Schultz Construction, Inc. is bidding the above referenced project and is requesting a quote from MBE & WBE and labor surplus area firms for the related concrete, fencing, paving, site clearing, and temporary public restroom services. Plan & Specs: Available upon request Owner: City of Newport Beach Bid No: C-9371-1 Bid Date: September 12, 2024 @ 10:00 AM Duration: 45 Working Days Location: San Miguel Park Contact: Jonathon Schatz Company: R.E. Schultz Construction, Inc. Address: 1767 N. Batavia St. Orange, CA 92865 Tel: (714) 649-2627 Fax: (714) 740-5049 341B135 VALLEY POWERHOUSE ELECTRIC, INC. IS preparing a bid for the following project as a prime contractor (electrical): Stone Creek Elementary - New Classroom Wing We invite and encourage responsible participation of DVBE and solicit your subcontractor or material supplier bids or quotes for the following work: Specification Section 27 Communications, Specification Section 28 Electronic Safety and Security, electrical material supplier(s), equipment rental suppliers Sub -bids are due in our office by a reasonable time prior to the bid deadline to allow a complete evaluation. Each subcontractor must be registered with the DIR (Department of Industrial Relations) in order to bid on public works projects. Registration with the DIR costs $300 and covers the fiscal year July 1 to June 30. Bonds: Sub -bonds may be required. Plans & Specs: Plans and specifications may be obtained from the Owner's construction manager, Mark Wilson Construction, Inc., 5799 E. Clinton Ave., Fresno, CA 93727, Attn: Ken Eynaud or estimatina@markwilsonconstruction.com. Owner: Golden Valley Unified School District Bid Date: September 24, 2024 at 2:00 PM Lic. Type: C-7; C-10 Duration: 286 calendar days Location: Stone Creek Elementary 760 Market Ave., Madera, CA 93636 Contact: Marci Whaley Company: Valley Powerhouse Electric, Inc. Address: 16388 Mark Rd. Madera, CA, 93636 Tel: (559) 903-6173 341A915 DBE SUBCONTRACTOR BID REQUESTED Request For Proposal NO. PS 124715. Metro Bike Share Program Los Angeles, CA Reauest For Pr000sal Submittal Date: September 19TH. 2024 @ 2:00 PM Owner: Los Angeles County Metropolitan Transportation Authority (LACMTA) Performance/Payment/Supply Bond May Be Required CHALLENGE NEWS, CLASSIFIED AD, SEPT 9TH-SEPT 13TH, 2024 This Advertisement Is In Response To LACMTA's DBE Program. Lyft Will Extend Opportunities And Conduct Itself In "Good Faith" With DBE Firms Seeking Subcontract Opportunities For This Project. Please Submit Notice Of Interest In Bidding For The Following Work Including (But Not Limited To): Bike Share Station Installation/Relocation/Removal, Bike Share Station Cleaning/Litter Removal/Graffiti Removal, Bike Share Station Electrification Make Ready Work, Marketing & Promotional Materials, And Community Outreach. Scopes Of Work Will Be Shared Via Email In Response To Notice Of Interest. DBE Bids/Proposals Are Required By Cob, September 13th, 2024, To Allow Fair Evaluation Of All Prior To RFP Submittal Date. If The Proposal Deadline Is Extended, More Time For DBE Submissions Will Be Allowed. Contact: Josh Johnson Tel: (213) 604-0186 Email: Tbs-Ops-Lax@Lyft.Com 341A916 20 CONTRACTORS STATE LICENSE BOAR M. OContractor's License Detail for License # 1007195 DISCLAIMER: A license status check provides information taken from the CSLB license database. Before relying on this information, you should be aware of the following limitations. . CSLBcomplaint disclosure is restricted by law;R&fl 71246f If this entity is subject to public complaint disclosumdick on link that will appear helnw for more mlannation. Ciick Wei— a definition of disdosabte auians. . only censburtm mlated6uil ludg—rd-eperted to C5L9 are disdased lB&P7o7Ll7). e Arbitrations are not listed unless Lhe[ornraCtnr fails to comply with the terms. e Dve to workload, there may be relevant War —Lien that has not yet been entered in to the board's license database. Data current as of 7/24/2024 8:20:18 AM Business Information R E SCHULT7 CONSTRUCTION INC 17G7 N GATAVIA STREET ORANGE, CA 92865 Business Phone Numhpr-(714) 649-2627 Entity Corporation Issue Date 09/1012015 Expire Date 09/30120'45 License Status This License is current and active. All information below should be reviewed. CIa�.Sifications k A- GENERAL ENGINEERING e C-61/D34-PREFABRICATED EQUIPMENT e B-GENERAL BUILDING k C-G1f D12-SYNTHETIC PRODUCTS Bonding Information Contractor's Bond This license filed a Contractor's Bond with AMERICAN CONTRACTORS INDEMNITY COMPANY. Bond Number: 100.1204.62 BondAmount: $25,000 Effective Date: 01/01/2023 Contractor's Bond History Bond of Qualifying Individual k This license filed Bond of Qualifying Individual number JTOD7487 forCHR1S LEE THOMAS in the amount of $25,000 with JET INSURANCE COMPANY. Effective Date: 03/07/2024 BQI's Bond History k The qualifying individual RICHARD EARL SCHULTZ certified that he/she owns 10 percent or more of the voting stock/membership interest of this company; therefore, the Bond of Qualifying Individual is not required. Effective Date: 015/2412016 BQI's Bond History Workers' Compensation This license has workors compensation insurance with the INSURANCE COMPANY OF THE WEST Policy NumbecWSD5D6512002 Effective Date: 04/14/2024 Expire Date: 04/14/2025 Workers' Compensation History Other t Personnel listed on this license (current or disassociated) are listed on other licenses. back to Top Privacy Policy Accessibility Certification Copyright © 2024 State of California Conditions of Use Accessibility a RStAc04 frry Department eCPR Public Search iintlntrbl MaWni Public Works Support Contractors Projects Register Home > Contractor i R.E. SCHULTZ CONSTRUCTION, INC R.E. SCHULTZ CONSTRUCTION, INC Contractor Contractor business email chelsea@reschultzconstruction.com Contractor c ation eff date 2024-07-01 Contractor first name Richard Contractor mailing city ORANGE Log in Contractor mailing state Contractor mailing zip Contractor physical city ORANGE Contractor physical state I�CA� Contractor physical zip 92865 Contractor certify date 2024-05-22 Contractor company type Corporation Contractor craft legacy Driver On Off Hauling; Cement Mason; Gen Contractor craft snow Contractor c ation exp date 2027-06-30 -----�------� Contractor date deactivated Contractor dba name R.E. SCHULTZ CONSTRUCTION, INC Contractor entity number C3779421 Contractor ID 1000033385 Contractor last name ` Schultz Contractor mailing address2 Contractor physical addressl 1767 N. BATAVIA ST. Contractor physical address2 Contractor source SNOW — --� Contractor we cert date 2024-04-14 Contractor we exp date 2025-04-14_ Contractor we policy number [WSD5065120-02 _ �J Contractor we selection Insured by carrier Contractor legal entity name R.E. SCHULTZ CONSTRUCTION, INC Contractor mailing addressl [�1767 N. BATAVIA ST. Contractor we carrier Richard Schultz Checked erms &,Conditions, Dis,41.�I.SXAeX Nond iscri.rn i nation, Notice Accessibility. dir.ca.gov ........................ Copyright 2024 State of California DocuSign Envelope ID: 567C2619-FE75-41F0-91A4-337BC5AA525D BOARD RESOLUTION OF R.E.SCHULTZ CONSTRUCTION, INC. DULY PASSED ON APRIL 21, 2015 The undersigned, being all the directors of R.E. Schultz Construction, Inc., hereby signs and adopts the following Resolution: BE IT RESOLVED that Richard Schultz, is hereby authorized to do and perform any and all such acts, including execute and be a sole signer of any and all documents and certificates, as is deemed necessary or advisable, to carry out the purposes and intent of the Corporation, and, FURTHER, that such acts shall be binding upon the Corporation. It is hereby certified by the undersigned that the foregoing Resolutions were duly passed by the Board of Directors of the above -named Corporation on this April 21, 2015, in accordance with the Memorandum or By -Laws and Articles of Incorporation of the Company and that said Resolutions have been duly recorded in the Minute Book and is in full force and effect. —DocuSipmd by: KcGml Scltiul President Secretary a/& landscape structures• This Certificate Approves R. E. Schultz Construction Inc. C4,j, haw&V owt r1w hz��lt Jte,��� te&m~ a certloofied installer &j Awi�el Wi r Expires February 2027 Date Official Va idation Landscape Structures Inc., 601 7th Street South, Delano, MN 55328 USA ROBERTSON INDUSTRIES, INC. March 12, 2024 To Whom it May Concern: Please be advised that R.E. Schultz Construction, Inc., contractor Lic # 1007195 located in Orange, California is a Certified installer for the following TotTurf@ systems: Poured in Place systems. Bonded Rubber. Synthetic Turf systems. Robertson Industries, Inc. the makers of TotTuft attests this document as valid through 12/31 /2024. Thank you, IL William Stafford, General Manager Robertson Industries, Inc. 602-281-8828 bill. stafford(a7thesurfacinggroup.com Corporate Office: 2140 East Cedar Street - Tempe, AZ 8'5281 TcffTufwRobertson Toll Free: (800) 858.0519 • Fax: (602) 340-0402 Recreational Surfaces "•`' www.totturf.com W L L L Q Y � v Ln -Q 0 r- �° _u C C ++ � � L V CL)4-0 y— .2 C O ai ra � C � E o a aU z Ln 0 C L � w IV t L CL Z 4- vi m CL m w w m LLI O N O u Lu N tf) dry z z r LL Nex a o z M w O 0 N CL U L V �C RTI F1 CATE OFACHIEVEMENT Awarded to: Rick Schultz Has completed the RECREATION INSTALLATION SPECIALIST CERTIFICATION COURSE This certificate of achievement is valid for the above individual who has successfully passed the required training as set by the National Playground Contractors Association, Inc. 2022-1272 Certificate Number Rl S 0NPCA1 Recreation Installation Specialist C E R T E E I C A T 10 N NATIONAL PLAYGROUND COMTRACTORS ASSOCIATION INC. 12/31 /2024 Expiration Date Edward Miller, Jr., NPCAI Chairman 12/31 /2021 Issue Date City of Newport Beach SAN MIGUEL PARK ACCESSIBLE PARK IMPROVEMENTS Contract No. 9371-1 BIDDER'S BOND NO. 11-327-640 We, the undersigned Principal and Surety, our successors and assigns, executors, heirs and administrators, agree to be jointly and severally held and firmly bound to the City of Newport Beach, a charter city, in the principal sum of Ten Percent of the Amount Bid in Dollars ( 10% ), to be paid and forfeited to the City of Newport Beach if the bid proposal of the undersigned Principal for the construction of SAN MIGUEL PARK ACCESSIBLE PARK IMPROVEMENTS, Contract No, 9371-1 in the City of Newport Beach, is accepted by the City Council of the City of Newport Beach and the proposed contract is awarded to the Principal, and the Principal fails to execute the Contract Documents in the form(s) prescribed, including the required bonds, and original insurance certificates and endorsements for the construction of the project within thirty (30) calendar days after the date of the mailing of "Notification of Award", otherwise this obligation shall become null and void. If the undersigned Principal executing this Bond is executing this Bond as an individual, it is agreed that the death of any such Principal shall not exonerate the Surety from its obligations under this Bond. Witness our hands this 121h R.E. Schultz Construction, Inc. Name of Contractor (Principal) U.S. Specialty Insurance Company Name of Surety 801 South Figueroa Street #700 Los Angeles, CA 90017 Address of Surety 800-486-6695 Telephone day of September , 2024. Authorized Signat r !tie Authorized Agent Signature Blake A. Pfister, Attorney -in -Fact Print Name and Title (Notary acknowledgment of Principal & Surety, must be attached) 0 CALIFORNIA ACKNOWLEDGMENT CIVIL CODE § 1189 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of Orange On September 6, 2024 before me, L. Nahina Pfister, Notary Public Date Here Insert Name and Title of the Officer personally appeared Blake A. Pfister Name(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. leL. NAHINA PFISTER Notary Public - California Orange County Commission # 2479518 >vly Comm. Expires Jan. 13, 2028 Place Notary Seal and/or Stamp Above I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. � Signature r Signature of o ry Pu fic Completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document Description of Attached Document Title or Type of Document-. Bid Bond 1 1— 3 2 7— 6 4 0 Document Date: September 12, 2024 NumberofPages: 1 Signer(s) Other Than Named Above: NLA, None Capacity(ies) Claimed by Signer(s) Signer's Name: Blake A. Pfister ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited Cl General ❑ Individual (9 Attorney in Fact ❑ Trustee. ❑ Guardian or Conservator 13 Other: Signer is Representing: U _ S _ Sppc_a_l ty Signer's Name: ----- ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General 0 individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer is Representing: ,.r..i• •r. -�-, .,.c. -c' :.c;` -ee; �:�-;:.. .>x. '� „3• ..:� � :-f _s -e):..• ),.,-�•-'. ...:�a,. - :�i -. •i:•� xs`:r - •a•- C)2019 National• • • ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of Calif rnia Count of SS. On G 7 - lC -t, TP 20 efore me, b Notary Public, personally appeared who proved to me on the basis of satisfactory evidence to be the ' rsonK whose name,(3`) a&/are subscribed to the within instrument and acknowledged to me that 'sh-eltlTey executed the same in *herltheir authorized capacity(ips), and that by Iih-Tltheir signaturesK on the instrument the person(s}, -or the entity upon behalf of which the person(s� acted, executed the instrument. certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature Date of Document Type or Title of Document Number of Pages in Document Document in a Foreign Language -------------- r o. MINDIaLA Notary Public - California = •;:► _ - Orange County Commission k 225C274 i OPTIONAL INFORMATION Type of Satisfactory Evidence: Personally Known with Paper Identification Paper Identification Credible Witness(es) Capacity(ies) claimed by Signer(s): Trustee Power of Attorney CEO/CFO/COO President 1 Vice -President / Secretary 1 Treasurer Other. - Other Information: 7 (seal) Thumbprint of Signer ❑ Check here if no thumbprint or fingerprint is available. POWER OF ATTORNEY._ s AMERICANiCONTRACTORS INDEMNITY COMPANY TEXAS BONDING COMPANY UNITED STATES SURETY COMPANY U.S. SPECIALTY INSURANCE COMPANY` vested with full power and WtHpnny suvj-VL W mo N41 Afforney-in-Fact may be gvi and all bonds;: recognizancg 'for'the release of retained= canceling or terminating the the Company as if signed by Be it Resolved, that the slg certificaterelating,. thereto t upon the Company with real IN WITNESS WHEREOF, .18t day of F�,Qruary 2024E m bl GiPPGTetirjryd�s� pS to appoint any one or more suitable persons as by %ssistant Secretary shall b'e and is heree6V represent and act for and on behalf of the and authority -for and in the name of and on behalf of the Company, to execute, acknowledge and deliver,any agreements or Indemnity and other conditional or obligator undertakings Including any.and all consents ° m and/orfinat estimates on engineering and constru ion-co'rttracts, and any an f all,notices and docum"ants lability thereunder, and any such instruments so executed by any such. Attorney -In -Fact shall be binding upon it and sealed and effected by the Corporate Secretary. authorized officer and seal of the Company heretofore or, hereafter affixed to, any power of,attorney or any and any powaf of attorney or certificate searing fticsimila signature or facsimile goal shall be.valid and binding and or Undertaking to which it Is attached.' The Companies have caused this instrument to be signed and their corporate seals to be hereto affixed, this K yq {� U.S. SPECIALTY INSURANCE GOP E V ( w�nronaro I s w � �r�LS'i�yry)' a��BEPT E5190P D�cY b�? Y F -By: I Daniel P. Agullaf„ Ice President (iiaV���FPand n�` ���E'f)F o�r����c �brthmnrM19 �'�'q,np4nm A Notary Public or other officer completing this certificate verifies only the identity of the individual who signed the document to :. this certificate is attached and -not the truthfulness accuracy, or validity of that document. State of Califorinle _ County of Los Angeles - the seals of. said Companies at Los Angeles, California this CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT (A4A No INDEX E p. 12-31-24 FOR r SPECIAL PROVISIONS C r 2023-2024 PLAYGROUND IMPROVEMENTS PROJECT NO. 24P01 CONTRACT NO. C-9371-1 PART 1 - GENERAL PROVISIONS 1 SECTION 1—TERMS, DEFINITIONS, ABBREVIATIONS, UNITS OF MEASURE, AND SYMBOLS 1 1-2 TERMS AND DEFINITIONS 1 SECTION 2 - SCOPE AND CONTROL OF THE WORK 1 2-1 AWARD AND EXECUTION OF THE CONTRACT 1 2-3 SUBCONTRACTS 2 2-3.2 Self Performance 2 2-5 PLANS AND SPECIFICATIONS 2 2-5.2 Precedence of Contract Documents 2 2-6 WORK TO BE DONE 2 SECTION 3 - CHANGES IN WORK 3 3-3 EXTRA WORK 3 3-3.2 Payment 3 3-3.2.2 Basis for Establishing Cost 3 3-3.2.3 Markup 3 SECTION 4 - CONTROL OF MATERIALS 3 4-1 MATERIALS AND WORKMANSHIP 3 4-1.3 Inspection Requirements 3 4-1.3.1 General 3 SECTION 5 - UTILITIES 4 5-1 LOCATION 4 5-1.1 General 4 5-2 PROTECTION 4 SECTION 6 - PROSECUTION, PROGRESS AND ACCEPTANCE OF THE WORK 4 6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK 4 6-1.1 Construction Schedule 4 6-7 TIME OF COMPLETION 5 6-7.1 General 5 6-8 COMPLETION, ACCEPTANCE, AND WARRANTY 6 6-9 LIQUIDATED DAMAGES 6 SECTION 7 - RESPONSIBILITIES OF THE CONTRACTOR 7 7-1 THE CONTRACTOR'S EQUIPMENT AND FACILIITIES 7 7-1.2 Temporary Utility Services 7 7-2 LABOR 7 7-2.2 Prevailing Wages 7 7-8 WORK SITE MAINTENANCE 7 7-8.4 Storage of Equipment and Materials 7 7-8.4.2 Storage in Public Streets 7 7-8.6 Water Pollution Control 7 7-8.6.2 Best Management Practices (BMPs) 7 7-8.6.4 Dewatering 8 7-10 SAFETY 8 7-10.3 Haul Routes 8 7-10.4 Safety 8 7-10.4.1 Work Site Safety 8 SECTION 9 - MEASUREMENT AND PAYMENT 8 9-2 LUMP SUM WORK 8 9-3 PAYMENT 9 9-3.1 General 9 9-3.2 Partial and Final Payment. 11 PART 2 - CONSTRUCTION MATERIALS 11 SECTION 201- CONCRETE, MORTAR, AND RELATED MATERIALS 11 201-1 PORTLAND CEMENT CONCRETE 11 201-1.1 Requirements 11 201-1.1.2 Concrete Specified by Class and Alternate Class 11 SECTION 203 — BITUMINOUS MATERIALS 11 203-16 RUBBERIZED PLAYGROUND SURFACES 11 203-16.1 General 11 203-16.2 Installation 12 203-16.3 Warranty 12 SECTION 219— PLAYGROUND EQUIPMENT 12 219-1 PLAYGROUND EQUIPMENT 12 219-1.1 General 12 219-1.2 Submittals 12 219-1.3 Warranty 13 SECTION 220 — PLAYGROUND SAND 13 220-1 PLAYGROUND SAND 13 220-1.1 General 13 PART 8 — LANDSCAPING AND IRRIGATION 14 SECTION 800 — LANDSCAPE MATERIALS 14 800-1 LANDSCAPE MATERIALS 14 800-1.5 Headers, Stakes and Ties 14 800-1.5.4 Root Barriers 14 SECTION 801- INSTALLATION 1S 801-1 GENERAL 15 APPENDIX A PART 1— GENERAL 1.01 POURED IN PLACE PLAYGROUND SURFACING 1.02 PERFORMANCE REQUIREMENTS PART 2 - PRODUCTS 2.01 PRODUCT SCOPE 2.02 CUSHION LAYER SECTION 2.03 WEAR COURSE 2.04 BINDER PART 3 - MATERIALS PART 4 - EXECUTION 4.01 SITE PREPARATION 4.02 INSTALLATION APPENDIX 8 PARK RENDERINGS APPENDIX C COOLTOPPER FOOTING DETAIL FOR BIDDING PURPOSES ONLY APPENDIX D PUBLIC WORKS STANDARD IRRIGATION MATERIALS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SPECIAL PROVISIONS 2023-2024 PLAYGROUND IMPROVEMENTS PROJECT NO. 24P01 CONTRACT NO. C-9371-1 INTRODUCTION This Project is funded in whole or in part by Federal Funds through the U.S. Department of Housing and Urban Development (HUD) through the Community Development Block Grants (CDBG). All work necessary for the completion of this contract shall be done in accordance with (1) these Special Provisions; (2) the Plans (Drawing No. P-5275-S); (3) the City's Design Criteria and Standard Drawings for Public Works Construction, (2021 Edition); (4) Standard Specifications for Public Works Construction (2015 Edition) including supplements. The City's Design Criteria and Standard Drawings for Public Works Construction are available at the following website: http://www.newportbeachca.gov/government/departments/public-works/resources Copies of the Standard Specifications for Public Works Construction may be purchased online at www.bnibooks.com/products/standard-specifications-public-works-construction or call 888-BNI BOOK (888-264-2665). The following Special Provisions supplement or modify the Standard Specifications for Public Works Construction as referenced and stated hereinafter: PART 1 - GENERAL PROVISIONS SECTION 1 — TERMS, DEFINITIONS, ABBREVIATIONS, UNITS OF MEASURE, AND SYMBOLS 1-2 TERMS AND DEFINITIONS Add the following definition: City — City of Newport Beach SECTION 2 - SCOPE AND CONTROL OF THE WORK Page 1 of 16 2-1 AWARD AND EXECUTION OF THE CONTRACT At the time of the award and until completion of work, the Contractor shall possess a Class "A" license. "D-34" (prefabricated equipment) and "D-12" (synthetic products/rubber surfacing) license is required for installer of playground equipment and rubber surfacing, respectively. At the start of work and until completion, the Contractor and all Subcontractors shall possess a valid Business License issue by the City. "D-34" licensed playground equipment installer (Prime or Subcontractor) shall possess the following current certifications by relevant members of the project team assigned to City project, at time of bid: a) CPSI certified (Certified Playground Safety Inspector) b) LSI certified (Landscape Structures Incorporated) If there is a conflict or discrepancy, City CPSI representative's determination shall control. If "D-34" license holder is a Subcontractor, Contractor MUST provide an additional Technical Ability and Experience References form (Using the attached form) listing out the Subcontractor's experience with public agency playground related projects in the past 2 years and in excess of $150,000. Additionally, Contractor MUST provide copies of certification (or D-34 Subcontractor's certification) as described in this section. 2-3 SUBCONTRACTS 2-3.2 Self Performance The following items shall be designated as "Specialty Items": • Rubberized Playground Surface • Playground Equipment Installation • Seat Wall 2-5 PLANS AND SPECIFICATIONS 2-5.2 Precedence of Contract Documents If there is a conflict or discrepancy between different Contract Documents, the more stringent requirement as determined by the Engineer shall control. 2-6 WORK TO BE DONE Page 2 of 16 The work necessary for the completion of this contract consists of removing and disposing of existing improvements; furnishing and installing flexible play surface systems; furnishing and installing new play equipment and components and other incidental items to complete the work in place required by the Contract Documents. SECTION 3 - CHANGES IN WORK 3-3 EXTRA WORK 3-3.2 Payment 3-3.2.2 Basis for Establishing Cost 3-3.2.2.3 Tool and Equipment Rental Tool and equipment rental rates shall be based on the current Caltrans rental rates. 3-3.2.3 Markup 3-3.2.3.1 Work by the Contractor Delete this section and replace with the following: The following percentages shall be added to the Contractor's costs and shall constitute the markup for all overhead and profit: 1) Labor ............................................ 15 2) Materials ....................................... 15 3) Equipment Rental ........................... 15 4) Other Items and Expenditures ........... 15 To the sum of the costs and markups provided in this subsection, one (1) percent may be added as compensation for bonding. 3-3.2.3.2 Work by a Subcontractor Delete this section and replace with the following: When all or any part of the extra work is performed by a Subcontractor, the markup established in Section 3-3.2.3.1 shall be applied by the Subcontractor to the actual costs and shall constitute the markup for all overhead and profit. An additional markup of five (5) percent of the total subcontracted cost may be added by the Contractor. To the sum of the costs and markups provided in this subsection, one (1) percent may be added as compensation for bonding. SECTION 4 - CONTROL OF MATERIALS 4-1 MATERIALS AND WORKMANSHIP Page 3 of 16 4-1.3 Inspection Requirements 4-1.3.1 General All material and articles furnished by the Contractor shall be subject to rigid inspection, and no material or article shall be used until it has been inspected and accepted by the Engineer. The Contractor shall furnish the Engineer with full information as to the progress of the work in its various parts and shall give the Engineer timely (48-hours minimum) notice of the Contractor's readiness for inspection. Submittals are required for all construction material. The Engineer shall select an independent testing laboratory and pay for all testing as specified in the various sections of the Standard Special Provisions and these Special Provisions. When, in the opinion of the Engineer, additional tests and retesting due to failed tests or inspections are required because of unsatisfactory results in the manner in which the Contractor executed the work, such tests and inspections shall be paid for by the Contractor. SECTION 5 - UTILITIES 5-1 LOCATION 5-1.1 General The Contractor is responsible for, and shall at his or her expense, pothole all existing utilities which may be affected by the work to verify points of connection and potential conflicts. No segment of work shall begin until the contractor has potholed and verified points of connection and related connection material requirements, and coordinated the final/existing layout of the laterals/pipeline with the Engineer, including adjustments due to field conflicts with other utilities or structures above or below ground. Within seven (7) calendar days after completion of the work or phase of work, the Contractor shall remove all USA utility markings. Removal by sandblasting is not allowed. Any surface damaged by the removal effort shall be repaired to its pre -construction condition or better at the contractor's expense. 5-2 PROTECTION In the event that an existing pull box, meter box or any other utility box is damaged by the Work and is not re -useable, the Contractor shall provide and install a new replacement pull box, meter box or any other utility box of identical type and size at no additional cost to the City. SECTION 6 - PROSECUTION, PROGRESS AND ACCEPTANCE OF THE WORK 6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK Page 4 of 16 6-1.1 Construction Schedule No work shall begin until a Notice to Proceed has been issued, a pre -construction meeting has been conducted, and a schedule of work has been approved by the Engineer. The Contractor shall submit a baseline schedule to the Engineer for approval a minimum of five working days prior to the pre -construction meeting. The Engineer will review the baseline schedule and may require the Contractor to modify the schedule to conform to the requirements of the Contract Documents. If work falls behind the approved baseline schedule, the Contractor shall be prohibited from starting additional work until Contractor has exerted extra effort to meet the baseline schedule and has demonstrated the ability to maintain the schedule in the future. Such stoppages of work shall in no way relieve the Contractor from the overall time of completion requirement, nor shall it be construed as the basis for payment of extra work because additional personnel and equipment were required on the job. Contractor shall update the schedule periodically or as directed by the Engineer to reflect any delay or extension of time. In addition, Contractor shall prepare 2-week look -ahead schedules on a bi-weekly basis with detailed daily activities. 6-7 TIME OF COMPLETION 6-7.1 General After the provision of a material and equipment procurement schedule, the Engineer shall issue a Notice to Procure. The time allotted during the Notice to Procure shall be granted for shop drawing preparation, permit approval, equipment manufacture and delivery. The City currently estimates the Notice to Procure time to be 180 Calendar Days. The Notice to Proceed will be issued at the expiration of the Notice to Procure. The Contractor shall complete all work under the Contract within 45 consecutive working days after the date on the Notice to Proceed. The Contractor shall ensure the availability and delivery of all material prior to the start of work. Unavailability of material will not be sufficient reason to grant the Contractor an extension of time. Normal working hours are limited to 7:00 a.m. to 4:30 p.m., Monday through Friday. The Contractor, subcontractors, suppliers, etc., shall not generate any noise at the work site, storage sites, staging areas, etc., outside of the working hours. Should the Contractor elect to work outside normal working hours, Contractor must first obtain special permission from the Engineer. The request may be for 4:30 p.m. to 6:30 p.m. on weekdays or 8:00 a.m. to 6:00 p.m. on Saturdays only. A request for working outside the normal working hours must be made at least 72 hours in advance of the desired time period. A separate request must be made for each work shift. The Engineer reserves the right to deny any or all such requests. Additionally, the Contractor shall pay for supplemental inspection costs of $207 per hour when such time periods are approved. Page 5 of 16 The following days are designated City holidays and are non -working days: 1. January 1 st (New Year's Day) 2. Third Monday in January (Martin Luther King Day) 3. Third Monday in February (President's Day) 4. Last Monday in May (Memorial Day) 5. July 4th (Independence Day) 6. First Monday in September (Labor Day) 7. November 11 th (Veterans Day) 8. Fourth Thursday and Friday in November (Thanksgiving and Friday after) 9. December 24th, (Christmas Eve) 10. December 25th (Christmas) 11. December 26th thru 30th (City Office Closure) 12. December 31 st (New Year's Eve) If the holiday falls on a Sunday, the following Monday will be considered the holiday. If the holiday falls on a Saturday, the Friday before will be considered the holiday. 6-8 COMPLETION, ACCEPTANCE, AND WARRANTY Prior to acceptance of work, the Contractor shall submit a full-size set of plans to the Engineer. Retention payment and bonds will not be released until the as -built plans are reviewed and approved by the Engineer. A set of approved plans and specifications shall be on the job site at all times. The Contractor shall maintain as -built drawings of all work as the job progresses. A separate set of drawings shall be maintained for this purpose. These drawings shall be up-to-date and reviewed by the Engineer at the time each progress payment is submitted. Any changes to the approved plans that have been made with approval from the Engineer shall be documented on the as -built plans. The Contractor shall maintain books, records, and documents in accord with generally accepted accounting principles and practices. These books, records, and documents shall be retained for at least three years after the date of completion of the project. During this time, the material shall be made available to the Engineer. Suitable facilities are to be provided for access, inspection, and copying of this material. 6-9 LIQUIDATED DAMAGES For each consecutive calendar day after the time specified in Section 6-7.1 for completion of the work after the issuance of the Notice to Proceed, the Contractor shall pay to the City or have withheld from moneys due it, the daily sum of $1,000.00. Execution of the Contract shall constitute agreement by the City and Contractor that the above liquidated damages per calendar day is the minimum value of the costs and actual Page 6 of 16 damage caused by the failure of the Contractor to complete the Work within the allotted time. The intent of this section is to emphasize to the Contractor the importance of prosecuting the work in an orderly preplanned continuous sequence so as to minimize inconvenience to residences, businesses, vehicular and pedestrian traffic, and the public as a result of construction operations. SECTION 7 - RESPONSIBILITIES OF THE CONTRACTOR 7-1 THE CONTRACTOR'S EQUIPMENT AND FACILIITIES 7-1.2 Temporary Utility Services If the Contractor elects to use City water, Contractor shall arrange for a meter and tender a $1,250.00 meter deposit with the City. Upon return of the meter to the City, the deposit will be returned to the Contractor, less a $90 monthly charge for meter use, a charge for water usage and any repair charges for damage to the meter. Water used during construction shall be paid for by the Contractor. This includes water for flushing and pressure testing water lines, compaction, dust control, irrigation during maintenance period for landscaping, etc. City shall designate to the Contractor the location of the fire hydrant or other connection acceptable for drawing of construction and temporary water. City reserves the right to limit the location, times and rates of drawing such water. 7-2 LABOR 7-2.2 Prevailing Wages In accordance with California Labor Code Section 1720.9, hauling and delivery of ready - mixed concrete for public works contracts are subject to prevailing wages. 7-8 WORK SITE MAINTENANCE 7-8.4 Storage of Equipment and Materials 7-8.4.2 Storage in Public Streets Construction materials and equipment may only be stored in streets, roads, or sidewalk areas if approved by the Engineer in advance. It is the Contractor's responsibility to obtain an area for the storage of equipment and materials. The Contractor shall obtain the Engineer's approval of a site for storage of equipment and materials prior to arranging for or delivering equipment and materials to the site. Prior to move -in, the Contractor shall take photos of the laydown area. The Contractor shall restore the laydown area to its pre -construction condition. The Engineer may require new base and pavement if the pavement condition has been compromised during construction. Page 7 of 16 7-8.6 Water Pollution Control 7-8.6.2 Best Management Practices (BMPs) The Contractor shall submit a Best Management Practice (BMP) plan for containing any wastewater or storm water runoff from the project site including, but not limited to the following: a. No placement of construction materials where they could enter storm drain system, which includes gutters that lead to catch basins. b. Checking construction vehicles for leaking fluids. c. Providing a controlled area for cleaning or rinse -down activities. d. Monitoring construction activities. e. Minimizing usage of water when saw -cutting and vacuum the residue. f. Providing measures to capture or vacuum -up water contaminated with construction debris. g. Removing any construction related debris on a daily basis. h. Protecting work areas from erosion. The BMP will be approved by the Engineer prior to any work. The City will monitor the adjacent storm drains and streets for compliance. Failure of the Contractor to follow BMP will result in immediate cleanup by City and back -charging the Contractor for all costs plus 15 percent. The Contractor may also receive a separate administrative citation per Section 14.36.030 of the City's Municipal Code. 7-8.6.4 Dewatering Delete this section and replace with the following: Contractor shall be responsible for all dewatering that may be required during installation of footings at site. 7-10 SAFETY 7-10.3 Haul Routes Haul routes shall be submitted to the Engineer for review and approval. 7-10.4 Safety 7-10.4.1 Work Site Safety The Contractor shall be solely and completely responsible for conditions of the job site, including safety of all persons and property during performance of the work. The Contractor shall fully comply with all state, federal and other laws, rules, regulations, and orders relating to the safety of the public and workers. Page 8 of 16 The right of the Engineer or the City's representative to conduct construction review or observation of the Contractor's performance shall not include review or observation of the adequacy of the Contractor's safety measures in, on, or near the construction site. SECTION 9 - MEASUREMENT AND PAYMENT 9-2 LUMP SUM WORK Contractor shall submit a detailed schedule of value for all lump sum bid items to the Engineer within 15 days after award of contract. 9-3 PAYMENT 9-3.1 General Revise paragraph two to read: The unit and lump sum bid prices for each item of work shown on the proposal shall include full compensation for furnishing the labor, materials, tools, and equipment and doing all the work, including restoring all existing improvements, to complete the item of work in place and no other compensation will be allowed thereafter. Payment for incidental items of work not separately listed shall be included in the prices shown for the other related items of work. Contract will be awarded based on the lowest base bid received. The following items of work pertain to the bid items included within the Proposal: BASE BID: Item No. 1 Mobilization: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for providing bonds, insurance and financing, preparing and implementing the BMP Plan, preparing and updating construction schedules as requested by the Engineer, attending construction progress meetings as needed, providing 6-ft tall screened construction fencing, traffic control and all other related work as required by the Contract Documents. This bid item shall also include work to demobilize from the project site including but not limited to site cleanup, removal of USA markings and providing any required documentation as noted in these Contract Documents. Item No. 2 Demolition and Site Clearing: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for removing and disposing of existing improvements; removing existing playground equipment and appurtenances (Contractor shall return all play panels to the recreation and senior services department [Brason Alexander 949 - 644 — 3150]), all other components shall be disposed of by contractor; removing footings and foundations where conflicting with new installation or two feet below sand surface; remove, in its entirety, existing the 4-inch P.C.C. base,6-inch P.C.C. hardscape and surrounding broken panels, mowcurb, rubber padding, concrete steps, in order to accommodate the new play equipment and components; and all other work items as required to complete the work in place. Page 9 of 16 Item No. 3 Clearing and Grubbing Including Disposal of Playground Sand, Soil, Grass, Boulders, and Trees: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for removing, disposing, hauling away all sand, boulders, grass, soil, trees and stumps including root removal, and re -grading removed grass areas to match surrounding areas as needed and per the Contract Documents; and all other work items as required to complete the work in place, including relocation and or replacement of existing irrigation, regrading and seeding disturbed grass as necessary. Item No. 4 Remove And Construct PCC Sidewalk Per City Of Newport Beach Standard Drawing 180 Using 560 C 3250 Concrete Mix Design: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for removing existing cracked concrete sidewalk panels and disposing by City approved licensed Franchise Commercial Solid Waste Haulers, and replacing with new concrete sidewalk panels, per City Standard 180; and all other work items as required to complete the work in place. Item No. 5 Remove and Replace Concrete Panels and Retaining Curb: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for removing existing non -compliant panels and retaining curb and disposing by City approved licensed Franchise Commercial Solid Waste Haulers, and replacing with new concrete panels and retaining curb, per City Standard 181; and all other work items as required to complete the work in place. Item No. 6 Construct Concrete Seat wall: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for constructing concrete seat wall and cap as specified on the plans, and per Contract documents; and all other work items as required to complete the work in place. Item No. 7 Furnish and Install New Playground Equipment and CoolToppers (Specialty Item): Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for furnishing, loading, transporting, unloading, and installing new playground equipment, CoolToppers and footings, and any dewatering necessary per Contract Documents, manufacturer's specifications and warranty requirements; providing manufacturer's warranty; and all other work necessary to complete the work in place. Play equipment shall not be stored on -site. A receipt and manufacturer's warranty certificate stating the City as the owner of the new playground surface entitled to warranty coverage shall be provided under this payment item. Item No. 8 Construct 6-Inch Thick P.C.C. Hardscape (To Match Existing): Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for construction of new 6-inch concrete panels to match existing color and size, and all other work items as required to complete the work in place. Contractor shall provide color samples prior to the start of work to be approved by the Engineer. Item No. 9 Furnish and Install Poured in Place Playground Resurfacing and 4- Inch Thick P.C.C. Base Layer: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for installing cushion layer, including Page 10 of 16 turndown at all exposed edges; installing thick colorized wear course or high density colorized wear course per Contract Documents. Installing 4-inch thick P.C.C. base, with thickened edge, including turndown at all exposed edges per Contract Documents; and all other work items as required to complete the work in place. Concrete base shall be inspected by Public Works inspector prior to start of installation; and all other work items as required to complete the work in place. Item No. 10 Construct Concrete Mow Curb Per Detail "E": Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for construction of new concrete mow curb as shown on the plans to match existing color and size, and all other work items as required to complete the work in place. Item No. 11 Provide As -Built Drawings: Work under this item shall include, but not be limited to, all costs necessary to provide as -built drawings. These drawings must be kept up to date and submitted to the Engineer for review prior to request for progress payment. An amount of $1,000.00 is determined for this bid item. The intent of this pre- set amount is to emphasize to the Contractor the importance of as -built drawings. Item No. 12 Provide Temporary Public Restroom Service: Work under this item shall include, but not be limited to, all labor, tools, equipment, and material costs for all actions necessary to provide at least two (2) temporary portable restroom units for the public with at least one (1) of the temporary public portable restroom units being ADA compliant when public access the existing restrooms in the building are inaccessible and service all portable restroom units as necessary to maintaining cleanliness and hygienics for a minimum of three (3) times a week throughout the duration of the project. Item No. 13 Parking Lot Improvements: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for the removal of the existing striping, markings, legends, signage and posts including foundation, and pavement markers as necessary. Installing New Accessibility parking stall striping using 4" thermoplastic striping, legend, and signs and post including foundation as noted on the plan. The existing pavement surface shall be free from dirt, curing compound, grease, oil, moisture, loose or unsound layers, paint and any other material that would adversely affect the bond of the adhesive. Cracks wider than 1/8 inch (3 mm) shall be cleaned, treated with weed killer and filled with an asphalt -based crack filler specified by the Engineer. The pavement surface shall be clean and free from dirt, oil, and grease deposits. The work shall consist of spreading sealcoat material on the pavement where shown on the Plans. The sealcoat material shall be applied in 2 applications. Unless otherwise specified, the total quantity applied shall be 50 gallons per 1,000 square feet (2 L/m2). Sealcoat material shall be diluted as directed by the Engineer using clean, potable water in an amount not to exceed 20 percent of the total volume, and all other work items as required to complete the work in place.. Item No. 14 Off -Site Improvement (Allowance): Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for all actions necessary to provide improvements outside the scope of the plans as determined by the Engineer. The intent of this item is to provide for non -site related work in the park that may be required for project completion. A maximum amount of $10,000 is allowed for Page 11 of 16 this bid item. All work under this bid item requires prior written approval from the Engineer. This item may be removed or reduced in the contract at the City's discretion and no additional compensation shall be made for bid items removed or reduced. 9-3.2 Partial and Final Payment. From each progress payment, five (5) percent will be retained by the City, and the remainder less the amount of all previous payments will be paid. Partial payments for mobilization and traffic control shall be made in accordance with Section 10264 of the California Public Contract Code. PART 2 - CONSTRUCTION MATERIALS SECTION 201 - CONCRETE, MORTAR, AND RELATED MATERIALS 201-1 PORTLAND CEMENT CONCRETE 201-1.1 Requirements 201-1.1.2 Concrete Specified by Class and Alternate Class Portland cement concrete shall be Class 560-C-3250 unless shown otherwise on the plans. SECTION 203 — BITUMINOUS MATERIALS 203-16 RUBBERIZED PLAYGROUND SURFACES 203-16.1 General The Contractor shall hire an experienced sub -contractor or have crews experienced in constructing a 3.5-inch thick cushion layer, with a 0.5-inch colorized playground wear surface, on a 4-inch thick P.C.C. slab. The Contractor shall submit references for the sub -contractor's previous work involving the construction of rubberized play surfaces to the Engineer for approval. The flexible surface cushion layer shall consist of shredded styrene butadiene rubber (SBR) adhered with a 100 percent solids polyurethane binder. The colorized wear course shall be 0.5-inch thick consisting of colorized Ethylene Propylene Diene Monomer (EPDM) particles or Thermal Plastic Vulcanized (TPV) granules with an Aliphatic Binder. Page 12 of 16 The rubberized playground surface shall be "Poured -in -place playground surfacing" as manufactured by TotTurf or Engineer approved equal and available through: TotTurf 16059 E. Foothill Blvd Irwindale CA, 91706 Phone: (800) 858-0519 So. Cal Dist: Vince Brantley Phone: (714) 904-8219 The materials shall be installed by a factory -qualified installer. 203-16.2 Installation The playground surfaces shall be installed per TotTurf specifications, or Engineer approved equivalent, to fully comply with ASTM and CPSC guidelines and standards for playground safety. Manufacturer's installation guidelines have been included as Appendix A for reference. 203-16.3 Warranty Poured in place surface shall maintain required impact attenuation characteristics and be guaranteed against defects in workmanship and material for a limited (5) year period. Warranty will be specific to maintenance requirements and performance standards of completed product. High Density TPV poured in place surface shall maintain required impact attenuation characteristics and be guaranteed against defects in workmanship and materials for a limited seven (7) year period. Warranty will be specific to maintenance requirements and performance standards of completed product. SECTION 219 — PLAYGROUND EQUIPMENT 219-1 PLAYGROUND EQUIPMENT 219-1.1 General Playground equipment and components shall be manufactured and installed per Landscape Structures, Inc. specifications. Playground equipment replacements shall be as designed by Coast Recreation, Inc., included in this package as Appendix B. 219-1.2 Submittals Contractor shall provide the following submittals prior to ordering playground equipment: Playground equipment package for final parts and color selection Equipment Operations and Maintenance Manuals Standard warranty documentation Page 13 of 16 Contractor shall obtain playground equipment submittals from: Coast Recreation, Inc. 14688 El Molino St. Fontana, CA 92335 Phone: 714-619-0100 Attention: Allison Hepburn Cell: 949-991-0124 219-1.3 Warranty Landscape Structures Inc. ("Manufacturer") warrants that all play structures and/or equipment sold will conform in kind and in quality to the specifications manual for the products identified in the Acknowledgment of Order and will be free of defects in manufacturing and material. Manufacturer further warrants: 100-Year Limited Warranty: On all PlayBooster® and PlayShaper® aluminum posts, stainless steel fasteners, clamps, beams and caps against structural failure due to corrosion/natural deterioration or manufacturing defects, and on PlayBooster steel posts against structural failure due to material or manufacturing defects. 3-Year Limited Warranty: On all other parts, i.e.: Pulse® products, all swing seats and hangers, Mobius climber handholds, Wiggle Ladders, Chain Ladders and ProGuardTM Swing Chain, Track Ride trolleys and bumpers, all rocking equipment including Sway Fun® gliders, belting material, HealthBeat® resistance mechanism, Seesaws, etc., against failure due to corrosion/ natural deterioration or manufacturing defects. The environment near a saltwater coast can be extremely corrosive. Some corrosion and/or deterioration is considered "normal wear" in this environment. Product installed within 500 yards (457 meters) of a saltwater shoreline will only be covered for half the period of the standard product warranty, up to a maximum of five years, for defects caused by corrosion. Products installed in direct contact with saltwater or that are subjected to salt spray are not covered by the standard warranty for any defects caused by corrosion. Contractor shall submit final warranty paperwork prior to release of retention payment. PART 8 - LANDSCAPING AND IRRIGATION SECTION 800 — LANDSCAPE MATERIALS 800-1 LANDSCAPE MATERIALS 800-1.5 Headers, Stakes and Ties 800-1.5.4 Root Barriers Page 14 of 16 Root barriers shall be 24-inch deep and as provided by DeepRoot Corp. (800) 458- 7668, or approved equal. Installation shall be per manufacturer's specifications. SECTION 801 - INSTALLATION 801-1 GENERAL The Contractor is responsible for clearing and grubbing, pruning and removing tree roots that interfere with the work. The Contractor shall be responsible for ensuring that no tree roots are pruned or cut that could compromise the stability of the tree. The Contractor shall arrange to meet with the City Arborist a minimum of five workdays prior to beginning the work. The Contractor shall describe the method of pruning and removing minor tree roots that may be encountered during construction. The City Arborist will decide at that time if a formal submittal is required for review by the City. If the Contractor encounters large tree roots (2-inch diameter and larger), he/she shall cease work at that location and immediately contact the City Arborist for inspection. Upon inspection, the City Arborist may require the Contractor to formally submit a plan for removing the large roots to the City for review. If required, the submittal shall adhere to the following guidelines. 1. Root Pruning a. Whenever possible, root pruning shall only be done on one side of the tree unless specifically authorized by the City Arborist. b. Roots shall be cleanly severed using a root -pruning machine, ax or comparable tool. 2. Arbitrary Root Cut a. A straight cut with a root -cutting machine shall be made. b. The cut shall be a maximum 14" below grade for sidewalks and 26" for curbs, and shall be made as far away from the tree base as possible. 3. Selective Root Pruning a. This process involves selectively removing offending roots when a tree trunk or root flare is less than 2 feet from the sidewalk and/or the size, species or condition of the tree warrants a root cut to be hazardous to the tree or when there is only one minor offending root to be removed and/or the damage is minimal (i.e., only one panel uplifted, etc.) b. Selective root pruning shall be performed with an ax or stump -grinding machine instead of a root -pruning machine. Page 15 of 16 c. All tree roots that are within the sidewalk construction area shall be removed or shaved down. d. Roots greater than two inches in diameter that must be removed, must be pre - approved by the City Arborist. e. Roots shall be selected for removal on the basis that will have the least impact on the health and stability for the tree. Contractor shall protect adjacent existing trees per the City's Tree Protection Zone requirements. Page 16 of 16 APPENDIX A PART 1 — GENERAL 1.01 POURED IN PLACE PLAYGROUND SURFACING Poured in place rubber playground surfacing shall consist of a polyurethane binder mixed with 100% recycled, shredded tire buffings which will make up the cushion layer. The cushion layer is capped with EPDM rubber granules mixed with a polyurethane binder creating the wear course; or with TPV granules mixed with an aliphatic binder. Surfaces shall comply with ADA and CPSC guidelines as well as ASTM Standards. 1.02 PERFORMANCE REQUIREMENTS Area Safety: Poured in place within playground equipment use zones shall meet or exceed the performance requirements of the CPSC, ADA, and Fall Height Test ASTM F 1292-18. The surface must yield both a peak deceleration of no more than 200 G-max and a Head Injury Criteria (HIC) value of no more than 1,000 for a head -first fall from the highest accessible portion of play equipment being installed as shown on drawings. Accessibility: Children's outdoor play areas shall be in compliance with the Uniform Federal Accessibility Standards (UFAS) FED-STD-795 and the Architectural and Engineer Instructions (9AE1) Design Criteria. The requirements of the Americans with Disabilities Act Accessibility Guidelines (ADAAG) 28 CFR Part 36 that provide equal or greater accessibility than the requirements of UFAS must also be met in children's outdoor play areas. Poured in place surfaces intended to serve as accessible paths of travel for persons with disabilities shall be firm, stable and slip resistant, and shall meet the requirements of ASTM F 1951-14 and ASTM F 1292-18. Poured in place surfaces shall be manufactured and installed by trained and experienced installers. 0 following shall be submitted for rubber surfacing for playgrounds: • One original hard copy of the submittal package will be provided. • Manufacturer's descriptive data and installation instructions. • Manufacturer's details showing depths of wear course and sub -base materials, anchoring systems and edge details. Upon request, a listing of comparable installations where products similar to those proposed for use have been installed and have been in service for a minimum period of three years. This list shall include owner, address of installation, date of installation, contact person, and phone number. Upon request, 4-inch by 6-inch samples of the proposed material for this project. IPEMA certification shall be mandatory. Delivery, Storage and Handling: Materials and equipment shall be delivered and stored in accordance with the manufacturer's recommendations. Project Site Conditions: Poured in Place surfacing must be installed on a dry sub -surface, with no prospect of rain within the initial drying period, and within the recommended temperature range of the manufacturer. Installation in weather condition of extreme heat, less than 55 degrees (F), and/or high humidity may affect cure time, and the structural integrity of the final product. Immediate surrounding sites must be reasonably free of dust conditions or this could affect the final surface look. Warranty: Poured in place surface shall maintain required impact attenuation characteristics and be guaranteed against defects in workmanship and material for a limited five (5) year period. Warranty will be specific to maintenance requirements and performance standards of completed product. High Density TPV poured in place surface shall maintain required impact attenuation characteristics and be guaranteed against defects in workmanship and materials for a limited seven (7) year period. Warranty will be specific to maintenance requirements and performance standards of completed product. PART 2 — PRODUCTS Safety surfacing shall consist of synthetic materials meeting the requirements of this specification. 2.01 PRODUCT SCOPE (a) Poured in Place Surface: The poured in place surface shall consist of 100 percent recycled shredded tire material mixed with a polyurethane binder and capped with either an EPDM granule and mixed with polyurethane, or a TPV granule mixed with an aliphatic binder. (b) It shall consist of a uniform material manufactured in such a way that the top portion meets the requirements specified herein for wear surface. (c) The type of safety surfacing shall be a poured -in -place system and shall be indicated on the drawings. 2.02 CUSHION LAYER SECTION (a) Impact Attenuating Cushion Layer: Cushion Layer consists of shredded styrene butadiene rubber (SBR) adhered with a 100 percent solids polyurethane binder to form a resilient porous material. (b) Strands of SBR may vary from 0.5 mm - 2.0 mm in thickness by 3.0 mm - 20 mm in length. (c) Foam or rubber granules are not to be permitted in cushion layer. (d) Binder shall be between 10-14 percent of the total weight of the material, and shall provide 100 percent coating of the particles. (e) The cushion layer shall be compatible with the wear course and must meet requirements herein for impact attenuation. 2.03 WEAR COURSE (a) Wear Course shall consist of Ethylene Propylene Diene Monomer (EPDM) with polyurethane binder formulated to produce an even, uniform, seamless surface up to 2000 square feet. (b) Wear Course shall consist of Thermal Plastic Vulcanized (TPV) granules with an aliphatic binder formulated to produce an even, uniform, seamless surface up to 2000 square feet. (c) Wear Course shall consist of High Density Thermal Plastic Vulcanized (TPV) granules with an aliphatic binder formulated to produce an even, uniform, seamless surface up to 2000 square feet (d) EPDM shall be peroxide cured with an EPDM content of 26 percent and shall include a Processing aid to prevent hardness with 26% poly content to maintain dynamic testing characteristics, weatherization and UV stability. (e) ASTM D2240 (Shore A) hardness of 55-65, not less than 26 percent rubber hydrocarbons. (f) Size of EPDM rubber particles shall be 1-4 mm across. Binder shall be not less than 20 percent of total weight of rubber used in the wear surface, and shall provide 100 percent coating of the particles. (g) TPV shall be angular granules with a (Shore A) hardness of 65°A ±5 and particle size between 1-4mm. Binder shall be not less than 20 percent of total weight of rubber used in the wear surface, and shall provide 100 percent coating of the particles. (h) High Density TPV shall be angular granules with a (Shore A) hardness of 65°A ±5 and particle size between .5-1.5mm. Binder shall be not less than 20 percent of total weight of rubber used in the wear surface, and shall provide 100 percent coating of the particles. (i) Thickness of wear course shall be a minimum 0.5-inch. 0) The wear course shall be porous. 2.04 BINDER (a) No Toluene Oiphenel Isocyanate (TOI) shall be used. (b) No filler materials shall be used in urethane such as plasticizers and the catalyzing agent shall contain no heavy metals. (c) Weight of polyurethane shall be no less than 8.5 lbs./gal. and no more than 9.5 lbs./gal. (d) Manufacturer is permitted to modify the type of urethane required to match extreme weather conditions. Substitutions must be equal to or exceed VORAMER quality and be manufactured by Dow Chemical. PART 3 — MATERIALS (a) Wear Course - EPDM Granules: Manufacturer: NH Rubber Products and Rosehill Polymers As distributed by: Robertson Industries, Inc. - (800) 858-0519 Location Used: Playground Area (b) Wear Course- 1-4mm TPV Granules: Manufacturer: Rosehill Polymers As distributed by: Robertson Industries, Inc. - (800) 858-0519 Location Used: Playground Area (c) Wear Course- .5-1.5mm TPV Granules: Manufacturer: Rosehill Polymers As distributed by: Robertson Industries, Inc. - (800) 858-0519 Location Used: Playground Area (d) Cushion Layer - TotTurf Shredded SBR As distributed by: Robertson Industries, Inc. - (800) 858-0519 Location Used: Playground Area (e) Binder - VORAMER MR 1099- extreme heat and humidity conditions Manufacturer: Dow Chemical As distributed by: Robertson Industries, Inc. - (800) 858-0519 Location Used: Playground Area (f) Binder - VORAMER MR 1105- normal weather conditions Manufacturer: Dow Chemical As distributed by: Robertson Industries, Inc. - (800) 858-0519 Location Used: Playground Area (g) Binder- Voramer MR 1108- humid conditions Rubber Surfacing For Playgrounds T- Manufacturer: Dow Chemical As distributed by: Robertson Industries, Inc. - (800) 858-0519 Location Used: Playground Area (h) Binder- Voramer MR 1160 Manufacturer: Dow Chemical As distributed by: Robertson Industries, Inc. - (800) 858-0519 Location Used: Playground Area (i) Binder- Aliphatic Urethane Premium, Non-Ambering Manufacturer: Acella Polyurethane Systems As distributed by: Robertson Industries, Inc. - (800) 858-0519 Location Used: Playground Area PART 4 - EXECUTION 4.01 SITE PREPARATION (a) Finished Grade: Verify that finished elevations of adjacent areas are as indicated on the drawings, that the appropriate subgrade elevation has been established for the particular safety surface to be installed, and that the subsurface has been installed in a true, even plane, and sloped to drain as indicated in drawings. To conform with ADA guidelines there must not be more than a two percent slope. (b) Sub Base: Tolerance of concrete subbase shall be within 1 /8 inch in 10 feet. Tolerance of subbase shall be within 3/8 inch in 10 ft. Verify that subbase has been fully compacted in 2" watered lifts to 95 percent or greater. Sub base shall be a minimum of 4-inches and should exhibit positive drainage. (c) Curing of Concrete: If poured in place surfacing is installed, verify that concrete subbase has cured and that all concrete curing compounds and other deleterious substances that might adversely affect adhesion have been removed. Surface shall be clean and dry. (d) Drainage: Verify that sub -surfacing drainage, if required, has been installed to provide positive drainage. 4.02 INSTALLATION (a) Poured in Place Surfacing: Components of the poured in place surfacing shall be mixed on site in a rotating tumbler to ensure components are thoroughly mixed and are in accordance with manufactures recommendations. Installation of surfacing shall be seamless up to 2,000 square feet per day and completely bonded to concrete of subbase. Material shall cover all foundations and fill around all elements penetrating the surface. (b) Cushion Layer: Whenever practical, cushion layer of surfacing material shall be installed in one continuous pour on the same day of up to 2,000 square feet. When a second pour is required, step the seam and fully coat the step of the previous work with polyurethane binder to ensure 100 percent bond with new work. Apply adhesive in small quantities so that new cushion layer can be placed before the adhesive dries. (c) Wear Course: Wear Course must be either high quality peroxide cured EPDM or TPV granules. Wear surface shall be bonded to cushion layer. If necessary, additional primer will be used between the cushion layer and wear course. Apply adhesive to cushion layer in small quantities allowing the wear course to be applied before adhesive dries. Surface shall be hand troweled to a smooth, even finish. Except where the wear course is composed of differing color patterns, pour shall be continuous and seamless up to 2,000 square feet per day. Where seams are required due to color change, size or adverse weather, a step configuration will be constructed to maintain wear course integrity. The edge of initial pour shall be coated with adhesive and wearing surface mixture shall be immediately applied. Pads with multiple seams are encouraged to include a top coat of urethane before being placed into use. Butt joint seams are not acceptable except for repairs. Under special conditions and with owners written approval seams may be permitted in same color pad. Consult with manufacturer for specific applications. (d) Perimeter: Concrete perimeter must be saw cut to size indicated on plans, or formed during pour, with surfacing rolled down inside void. Primer adhesive must be applied to all sides of the void. When connecting to a concrete curb or border the hardened edge shall be primed with adhesive and the final 2-inches shall be tapered to allow the wear surface material to be a minimum of 1.5-inch thick where it joins the concrete edge. (e) Thickness: Construction methods, such as the use of measured screeds 1/16 inch (1.0 mm) thicker than the required surfacing depth, shall be employed to ensure that full depth of specified surfacing material is installed. Surfacing system thickness throughout the playground equipment use zone shall be as required to meet the impact attenuation requirements specified herein. (f) Clean Up: Contractor shall work to minimize excessive adhesive on adjacent surfaces or play equipment. Spills of excess adhesive shall be promptly cleaned. (g) Protection: The synthetic safety surface shall be allowed to fully cure in accordance with Manufacturer's instructions. The surface shall be protected by the Contractor from all traffic during the curing period of 48 hours or as instructed by the Engineer. a►i•1 APPENDIX B PARK RENDERINGS & INSTALLATION GUIDE q h� ti c v tl Vol fbh San Miguel Park z�f//rroost landscape �RECRE DVV INC. 1177005-01-05-01 . 06.25.2024 92024 Landscape Structures. All Rights Reserved. 1 San Miguel Park tGf/Tobast landscape �RECREAT/ON INC I structures 1177005-01-05-02 • 06.25.2024 92024 Landscape Structures. All Rights Reserved. . �70 1231,�,' I J i' j + 7 IMA00 fbh San Miguel Park z�f//rroast landscape �RECRE4I/ON INC. 1177005-01-05-05 • 06.25.2024 92024 Landscape Structures. All Rights Reserved. 'NAY H i I �� � �i �� 3EACH STORE � � I � .iw� BEACH STORE 11-21-01 "How to distribute your hardware Headache Free" We have received feedback from you, our customers, that the most common delay in completing your playground installation is lost or misplaced hardware. Some of our most successful installations have used a "check- out" system with one person appointed to distribute the various hardware packages. Installation sheets are provided for each component that indicate hardware packages/items required to assemble that component. Refer to these sheets to determine which hardware items to request from the designated "check-out" person. HELPFUL HINTS: Read installation sheets. Be sure to use the correct length hardware as specified on the installation sheets. Be sure to use clamps in the correct location as indicated on the installation sheets. Document #13701800 :ifj:j/! I T 4V MMOV * 74r 117 1# According to the U.S. Consumer Product Safety Commission (CPSC) nearly 70% of all playground injuries are caused by falls to the surface. PLEASE INSTALL AND MAINTAIN ADEQUATE PROTECTIVE SURFACING UNDER AND AROUND YOUR PLAYSTRUCTURE! Never let children play on the equipment before protective surfacing is installed. Consult the CPSC's Handbook for Public Playground Safety, the ASTM F1487 Standard or your Landscape Structures representative for more information. 9& landscape structures P& PB/ FP/ Evos/ Wee vos 7/12/2/6/5 2006 Document #15745100 :ifj:j/! I T 4V MMOV * 74r 117 1# According to the U.S. Consumer Product Safety Commission (CPSC) nearly 70% of all playground injuries are caused by falls to the surface. PLEASE INSTALL AND MAINTAIN ADEQUATE PROTECTIVE SURFACING UNDER AND AROUND YOUR PLAYSTRUCTURE! Never let children play on the equipment before protective surfacing is installed. Consult the CPSC's Handbook for Public Playground Safety, the ASTM F1487 Standard or your Landscape Structures representative for more information. 9& landscape structures P& PB/ FP/ Evos/ Wee vos 7/12/2/6/5 2006 Document #15745100 Did you know that most of the packaging materials you receive on a Landscape Structures order are recyclable? Do you reuse or recycle everything you can from your playground sites? We're making it easier for you to do the right thing and keep these materials out of landfills! FOAM/SCRIM SHEETS Landscape Structures has partnered with our supplier to recycle foam/scrim material, the grey and white sheets that are layered between the large painted parts. This material is not usually accepted at general recycling facilities but this supplier will re -use it in their manufacturing of new packaging materials. It's easy! Just put the foam/scrim from your installation site in a box and ship it to the facility closest to you. Here is a list of participating facilities throughout the U.S.: Foam/Scrim Products Only Pregis Plant 159 N San Antonio Ave. Pomona, CA 91767 Pregis Plant 8201 W Elowin Ct. Visalia, CA 93291 Pregis Plant 7574 Presidents Dr. Orlando, FL 32809 Pregis Plant 1411 Pidco Dr. Plymouth, IN 46563 Pregis Plant 300 Harris Rd. Wurtland, KY 41144 Pregis Plant 3825 N Main St. Granite Falls, NC 28630 Pregis Plant 18 Peck Ave. Glens Falls, NY 12801 Pregis Plant 3500 S Highway 287 Corsicana, TX 75109 Pregis Plant 310 Old Station Rd. Wenatchee, WA 98801 Foam/Scrim, Plastic Banding, Shrink Wrap Anchor Facility 480 Broadway St. St Paul, MN 55101 Anchor Facility 1501 Swasey Rd. Hudson, WI 54016 Don't stop here! Most of the other packaging materials can also be recycled, reused or repurposed. • CORRUGATED CARDBOARD: Boxes can be broken down and recycled at a local recycler, or reused for other storage. • SHRINK WRAP: Contact your local plastic recycler and ask if they accept polyethylene plastic. • PLASTIC BANDING: Contact your local plastic recycler and ask if they accept polypropylene. If you have suggestions for recycling, reusing or repurposing other materials, please email them to: info@playlsi.com. Just one more way Landscape Structures is building healthy, sustainable communities. Fei[1.%iotZ[0Zf SAFETY NOTE Choose a protective surfacing material that has a Critical Height Value of at least the height of the Highest Accessible Part/Fall ISO 14001 Height of the adjacent equipment. (Ref. ASTM F1487.) landscape °"""°° structures" Ah, Play It This playstructure has been designed for children 2 to 3 years old - Installation over a and requiresusers CDSulfating and playsurfates _ hard surface such to have sufficient may become HOT and strength and `°ordmatr°°' cause burns. Check for hot N LID as concrete, asphalt, m Adult supervision Or packed earth may N surfaces prior to playing required. result in serious injury on the playground. or death from falls. see. ..wm 116116-00 82213-00 2 1 /2" 2 1 /2" 2 1/2" 64 (54 64 Part No. 115176-00-000 Part No. 156844-00-000 Part No. 182213-00-000 Play It �be, Play It Drawstrings have entangled on slides rcdhem due edsxxes Cna anmd e, This playstructure has 7he-n.,designed ure and other playground aspen,ap dw deMmayrsutinsecusirjuy 4een designed for children Onlyl user atanme_ 2 to 12 years old No pushing or shoving. equipment causing andin,w susers This equipment is s old strangulation, REMOVE CD aMw,LiM1]snaVPmtangledm 57Ae5ard arcr (V � to have sufficient recommended for Children and requires users paygrantl egljxnauau9ng 5trd rguhem, �hplt helmets, drawstrings, M nam�,oawstrngs,ttanesanddnexcesms strength and—rdination. a to 12 years Old. to have sufficient scarves and other arcuntlme nakpie topsfngmmephyymum. S0mierd upper -body strength and coordination. Adult Supervlslpn accessories around the artaargandpayamcesmay be:enefgrartl strength and pus burr. Chakior hot su�— pr'orto phorg Strongly required coordination required. Adult supervision neck prior to playing on e (and required for preschvglers). Adult supervision p required• the la round. 183064-00 yg strongly recummended. 18221 z-0o ruv+.:.an 2 1/2'. /2 i 1 esa..aassu vi•na.com sn.asrssx vierni cem areae k•.�•' 2 /2" 64 64 Part No. 156846-00-000 Part No. 156848-00-000 Part No. 166751-00-000 Part No. 182212-00-000 Part No. 183064-00-000 This playstructure has been designed for children 2 to 12 years old and requires users to have sufficient strength and coordination. Maximum user weight ISO lbs. Aduh supmislon strongly recommended tend required For prosdloolors). MAMAS?. 0.y1.1c Only 1 user at a lime. No pushing or Shoving. This equipment is designed for children 4 to 5 years old. Sufficient upper -body strength and coordination required. Adult supervision inquired. Part No. 156850-00-000 Part No. 166815-00-000 This playstructure has been tlesignetl for children 5 to 12 years old and requires users to have sufficient strength and coordination. Adult supervision strongly recommended. 2 1 /2" 2 64 ECI�Jknft re is5 years old userso hoe s4k ent and :.xninahcn.pervision required. This playstructure has been designed for children 2 to 5 years old and requires users to have sufficient strength and coordination. Adult supervision required. Ttis Plasmas.urs is desgred fo-ch l3ei This gays-vctur is:esigred to ehidri 2 to 12 years old 5 to 12 years old and •ecu res [S IC hac0 Suitciant and wu nes wals 1e have sr. Titiam she rglh a•rd r.. rd inah r_ strsrglh and cocin&,ahpn. Adult supervision strongly recommendad Adult sur.nrsign (and requ 2e`or ures:haolersi ,_ strongly reeontrnended. - Part No. 200331-00-000 Part No. 200332-00-000 Part No. 200333-00-000 NOTE: The Playstructure design will determine which Play It Safe sticker will be supplied. INSTRUCTIONS: Surface must be clean and dry prior to applying sticker. Peel backing sheet away from back of sticker and place sticker in position. Using backing sheet, rub over face of sticker to burnish down into place. Choose a location visible to adults in a conspic- uous location on product. Stickers work best on painted parts. Where possible, avoid placing on rotationally -molded plastic parts, TenderTuff-coated parts or where children may step and wear off sticker. This applies to both Freestanding Play items and Composite Playstructures. Apply sticker adjacent to or visible from the primary entrance to the structure. Apply 4'-5' above the surface. Apply at least (1) one to every structure and (2) two to large Composite Playstructures. Part No. 156847-00-000 Part No. 156845-00-000 PB/PS/FP/Evos°/Weevos° Warning Labels © 2019 by Landscape Structures. All rights reserved. Document #25780600 landscape structures" SAFETY NOTE Choose a protective surfacing material that has a Critical Height Value of at least the height of the Highest Accessible Part/Fall ISO i400i Height of the adjacent equipment. (Ref. 1 ASTM F1487.) Ca r1111ad 251714 5i Formed Play Safe Plate 6-23 Months w/Attaching HDW 251736 5i Formed Play Safe Plate 2-5 Years w/Attaching HDW 251712 5i Formed Play Safe Plate 2-12 Years w/Attaching HDW 251713 5i Formed Play Safe Plate 5-12 Years w/Attaching HDW 251715 5i Formed Play Safe Plate 1.5-5 Years w/Attaching HDW 251716 5i Formed Play Safe Plate 1.5-12 Years w/Attaching HDW 251720 3.5i Formed Play Safe Plate 6-23 Months w/Attaching HDW 251717 3.5i Formed Play Safe Plate 2-5 Years w/Attaching HDW 251718 3.5i Formed Play Safe Plate 2-12 Years w/Attaching HDW 251719 3.5i Formed Play Safe Plate 5-12 Years w/Attaching HDW 251721 3.5i Formed Play Safe Plate 1.5-5 Years w/Attaching HDW 251722 3.5i Formed Play Safe Plate 1.5-12 Years w/Attaching HDW 251726 Flat Large Play Safe Plate 6-23 Month w/Attaching HDW 251723 Flat Large Play Safe Plate 2-5 Years w/Attaching HDW 251724 Flat Large Play Safe Plate 2-12 Years w/Attaching HDW 251725 Flat Large Play Safe Plate 5-12 Years w/Attaching HDW 251727 Flat Large Play Safe Plate 1.5-5 Years w/Attaching HDW 251728 Flat Large Play Safe Plate 1.5-12 Years w/Attaching HDW 251731 Flat Small Play Safe Plate 6-23 Month w/Attaching HDW 251729 Flat Small Play Safe Plate 2-5 Years w/Attaching HDW 251730 Flat Small Play Safe Plate 2-12 Years w/Attaching HDW 251735 Flat Small Play Safe Plate 5-12 Years w/Attaching HDW 251732 Flat Small Play Safe Plate 1.5-5 Years w/Attaching HDW 251733 Flat Small Play Safe Plate 1.5-12 Years w/Attaching HDW This playstructure has been designed for ch ildren 6 to 23 months old and requires use rs to have suff c i ent strength and coordination. Adult supervision required. PF AWARNING M Installation overa hard surface such as concrete, asphalt, orpacked earth may result in serious injury ordeathfrom falls. 0rawstdngshave entangled on slides and other playground eq u i pm ent c ausi ng strangul ation, REMOVE helmets, drawstrings, scarves, and other accessories around the neck priorto pl ayi ng o n the playground. Surfacingand play surfaces may become HOT and cause burns. Check for hotsurfaces prior to playing on the playground. Wet surfaces may be slippery. Usewith caution to avoi d fa I Is. 888.438.5574 playl:i.com ' a 0 Thmplryarucwe hbeen deaW d fvch ild-8 wn-1h,M and equiree oaersm hee wfrciem ate ngtli and word ination. ddir aryemaie required. AWARNING Ins[ellarion ve r a M1ani surfem such m cmaele. aghah, d..hfed cant may eauh in sedo�x injury or dea[M1 from falo. Draestrinp, hoe errtanp}d m Aids, ando[her pl Wound equipment causing rtrenguoton, R2(WE helmetq dr—n.p,scarres, and othe r ma und the redkpror m playingon piyuc�ro rad. surlad" end pl I—b— mq became HOT and cau;9 bum;. Ch&c ,hoteurf ,priorm playing on the pl I&ound. G © 2019 by Landscape Structures. All rights reserved. landscape structures" Typical Main - Structure Post SAFETY NOTE Choose a protective surfacing material that has a Critical Height Value of at least the height of the Highest Accessible Part/Fall ISO 14001 Height of the adjacent equipment. (Ref. 1 ASTM F1487.) Ca r1111ad Play it Safe Label (3) Warning Labels Play it Safe Label Finished Grade Warning Labels Play it Safe Label ©2019 by Landscape Structures. All rights reserved. Document #25780600 A& landscape structures• Large flat plate mounts to flat surfaces U 0 IN To attach to permalene 1) Hold plate on surface in location 2) Mark holes 3) Drill 1%" x 1/2" deep holes for installation 4) Use (2) TorX #14 x 1/z Cap Screw (129671) to attach to panel 5" formed plate mounts to 5" posts. 3.5" formed plate mounts to 3.5" posts Typical Main - Structure Post PB/PS/FP/Evos°/Weevos° Warning Labels © 2019 by Landscape Structures. All rights reserved. Eco 0101597 Document #25780600 replaces #20151300. Added warning signs to document Document #25780600 SAFETY NOTE Choose a protective surfacing material that has a Critical Height Value of at least the height of the Highest Accessible Part/Fall ISO 14001 Height of the adjacent equipment. (Ref. ASTM F1487.) landscape °"""°° structures" Ah, Play It This playstructure has been designed for children 2 to 3 years old - Installation over a and requiresusers CDSulfating and playsurfates _ hard surface such to have sufficient may become HOT and strength and `°ordmatr°°' cause burns. Check for hot N LID as concrete, asphalt, m Adult supervision Or packed earth may N surfaces prior to playing required. result in serious injury on the playground. or death from falls. see. ..wm 116116-00 82213-00 2 1 /2" 2 1 /2" 2 1/2" 64 (54 64 Part No. 115176-00-000 Part No. 156844-00-000 Part No. 182213-00-000 Play It �be, Play It Drawstrings have entangled on slides rcdhem due edsxxes Cna anmd e, This playstructure has 7he-n.,designed ure and other playground aspen,ap dw deMmayrsutinsecusirjuy 4een designed for children Onlyl user atanme_ 2 to 12 years old No pushing or shoving. equipment causing andin,w susers This equipment is s old strangulation, REMOVE CD aMw,LiM1]snaVPmtangledm 57Ae5ard arcr (V � to have sufficient recommended for Children and requires users paygrantl egljxnauau9ng 5trd rguhem, �hplt helmets, drawstrings, M nam�,oawstrngs,ttanesanddnexcesms strength and—rdination. a to 12 years Old. to have sufficient scarves and other arcuntlme nakpie topsfngmmephyymum. S0mierd upper -body strength and coordination. Adult Supervlslpn accessories around the artaargandpayamcesmay be:enefgrartl strength and pus burr. Chakior hot su�— pr'orto phorg Strongly required coordination required. Adult supervision neck prior to playing on e (and required for preschvglers). Adult supervision p required• the la round. 183064-00 yg strongly recummended. 18221 z-0o ruv+.:.an 2 1/2'. /2 i 1 esa..aassu vi•na.com sn.asrssx vierni cem areae k•.�•' 2 /2" 64 64 Part No. 156846-00-000 Part No. 156848-00-000 Part No. 166751-00-000 Part No. 182212-00-000 Part No. 183064-00-000 This playstructure has been designed for children 2 to 12 years old and requires users to have sufficient strength and coordination. Maximum user weight ISO lbs. Aduh supmislon strongly recommended tend required For prosdloolors). MAMAS?. 0.y1.1c Only 1 user at a lime. No pushing or Shoving. This equipment is designed for children 4 to 5 years old. Sufficient upper -body strength and coordination required. Adult supervision inquired. Part No. 156850-00-000 Part No. 166815-00-000 This playstructure has been tlesignetl for children 5 to 12 years old and requires users to have sufficient strength and coordination. Adult supervision strongly recommended. 2 1 /2" 2 64 ECI�Jknft re is5 years old userso hoe s4k ent and :.xninahcn.pervision required. This playstructure has been designed for children 2 to 5 years old and requires users to have sufficient strength and coordination. Adult supervision required. Ttis Plasmas.urs is desgred fo-ch l3ei This gays-vctur is:esigred to ehidri 2 to 12 years old 5 to 12 years old and •ecu res [S IC hac0 Suitciant and wu nes wals 1e have sr. Titiam she rglh a•rd r.. rd inah r_ strsrglh and cocin&,ahpn. Adult supervision strongly recommendad Adult sur.nrsign (and requ 2e`or ures:haolersi ,_ strongly reeontrnended. - Part No. 200331-00-000 Part No. 200332-00-000 Part No. 200333-00-000 NOTE: The Playstructure design will determine which Play It Safe sticker will be supplied. INSTRUCTIONS: Surface must be clean and dry prior to applying sticker. Peel backing sheet away from back of sticker and place sticker in position. Using backing sheet, rub over face of sticker to burnish down into place. Choose a location visible to adults in a conspic- uous location on product. Stickers work best on painted parts. Where possible, avoid placing on rotationally -molded plastic parts, TenderTuff-coated parts or where children may step and wear off sticker. This applies to both Freestanding Play items and Composite Playstructures. Apply sticker adjacent to or visible from the primary entrance to the structure. Apply 4'-5' above the surface. Apply at least (1) one to every structure and (2) two to large Composite Playstructures. Part No. 156847-00-000 Part No. 156845-00-000 PB/PS/FP/Evos°/Weevos° Warning Labels © 2019 by Landscape Structures. All rights reserved. Document #25780600 landscape structures" SAFETY NOTE Choose a protective surfacing material that has a Critical Height Value of at least the height of the Highest Accessible Part/Fall ISO i400i Height of the adjacent equipment. (Ref. 1 ASTM F1487.) Ca r1111ad 251714 5i Formed Play Safe Plate 6-23 Months w/Attaching HDW 251736 5i Formed Play Safe Plate 2-5 Years w/Attaching HDW 251712 5i Formed Play Safe Plate 2-12 Years w/Attaching HDW 251713 5i Formed Play Safe Plate 5-12 Years w/Attaching HDW 251715 5i Formed Play Safe Plate 1.5-5 Years w/Attaching HDW 251716 5i Formed Play Safe Plate 1.5-12 Years w/Attaching HDW 251720 3.5i Formed Play Safe Plate 6-23 Months w/Attaching HDW 251717 3.5i Formed Play Safe Plate 2-5 Years w/Attaching HDW 251718 3.5i Formed Play Safe Plate 2-12 Years w/Attaching HDW 251719 3.5i Formed Play Safe Plate 5-12 Years w/Attaching HDW 251721 3.5i Formed Play Safe Plate 1.5-5 Years w/Attaching HDW 251722 3.5i Formed Play Safe Plate 1.5-12 Years w/Attaching HDW 251726 Flat Large Play Safe Plate 6-23 Month w/Attaching HDW 251723 Flat Large Play Safe Plate 2-5 Years w/Attaching HDW 251724 Flat Large Play Safe Plate 2-12 Years w/Attaching HDW 251725 Flat Large Play Safe Plate 5-12 Years w/Attaching HDW 251727 Flat Large Play Safe Plate 1.5-5 Years w/Attaching HDW 251728 Flat Large Play Safe Plate 1.5-12 Years w/Attaching HDW 251731 Flat Small Play Safe Plate 6-23 Month w/Attaching HDW 251729 Flat Small Play Safe Plate 2-5 Years w/Attaching HDW 251730 Flat Small Play Safe Plate 2-12 Years w/Attaching HDW 251735 Flat Small Play Safe Plate 5-12 Years w/Attaching HDW 251732 Flat Small Play Safe Plate 1.5-5 Years w/Attaching HDW 251733 Flat Small Play Safe Plate 1.5-12 Years w/Attaching HDW This playstructure has been designed for ch ildren 6 to 23 months old and requires use rs to have suff c i ent strength and coordination. Adult supervision required. PF AWARNING M Installation overa hard surface such as concrete, asphalt, orpacked earth may result in serious injury ordeathfrom falls. 0rawstdngshave entangled on slides and other playground eq u i pm ent c ausi ng strangul ation, REMOVE helmets, drawstrings, scarves, and other accessories around the neck priorto pl ayi ng o n the playground. Surfacingand play surfaces may become HOT and cause burns. Check for hotsurfaces prior to playing on the playground. Wet surfaces may be slippery. Usewith caution to avoi d fa I Is. 888.438.5574 playl:i.com ' a 0 Thmplryarucwe hbeen deaW d fvch ild-8 wn-1h,M and equiree oaersm hee wfrciem ate ngtli and word ination. ddir aryemaie required. AWARNING Ins[ellarion ve r a M1ani surfem such m cmaele. aghah, d..hfed cant may eauh in sedo�x injury or dea[M1 from falo. Draestrinp, hoe errtanp}d m Aids, ando[her pl Wound equipment causing rtrenguoton, R2(WE helmetq dr—n.p,scarres, and othe r ma und the redkpror m playingon piyuc�ro rad. surlad" end pl I—b— mq became HOT and cau;9 bum;. Ch&c ,hoteurf ,priorm playing on the pl I&ound. G © 2019 by Landscape Structures. All rights reserved. landscape structures" Typical Main - Structure Post SAFETY NOTE Choose a protective surfacing material that has a Critical Height Value of at least the height of the Highest Accessible Part/Fall ISO 14001 Height of the adjacent equipment. (Ref. 1 ASTM F1487.) Ca r1111ad Play it Safe Label (3) Warning Labels Play it Safe Label Finished Grade Warning Labels Play it Safe Label ©2019 by Landscape Structures. All rights reserved. Document #25780600 A& landscape structures• Large flat plate mounts to flat surfaces U 0 IN To attach to permalene 1) Hold plate on surface in location 2) Mark holes 3) Drill 1%" x 1/2" deep holes for installation 4) Use (2) TorX #14 x 1/z Cap Screw (129671) to attach to panel 5" formed plate mounts to 5" posts. 3.5" formed plate mounts to 3.5" posts Typical Main - Structure Post PB/PS/FP/Evos°/Weevos° Warning Labels © 2019 by Landscape Structures. All rights reserved. Eco 0101597 Document #25780600 replaces #20151300. Added warning signs to document Document #25780600 Verification of Playground Equipment/Surfacing Instructions NOTE: Requirements have been incorporated in ASTM F1487-21 under section 11.3 Installer's Responsibility. This requirement is stated as follows: 11.3.1 After installation and prior to first use of the playground, the installer of the playground equipment and impact attenuating surfacing shall provide the owner written verification from a qualified person that they have been installed per the designer/manufacturer instructions, plans, and specifications according to the owner's approved plans and purchasing requirements. A definition of a Qualified Person is as follows: 3.1.34 qualified person, n—one with current knowledge, training, skill, education, and experience who has successfully demonstrated the ability to solve or resolve problems relating to the subject matter and work through the application of professional judgement. Included are the following forms (one for equipment, and one for surfacing). They can be used as applicable by a qualified person to provide to the owner as verification the playground equipment and/or surfacing has been installed according to the designer/manufacturer instructions. If you are unable to submit this form directly to the owner, please provide it to the appropriate distributor/sales representative who will provide it to the owner. Document #30482500 k& landscape structures Verification of Playground Equipment Installation Landscape Structures Project Number, Name and Address of Playground Date of Completion Landscape Structures Sales Organization verify the impact attenuating, protective surfacing has been installed per the designer/manufacturer's instructions, plans, and specifications according to the owner's approved plans and purchasing requirements. Verification by Qualified Person ❑ Installer ❑ Owner ❑ Distributor ❑ Other Company or Organization Name Company or Organization Address Name (Signature) Name (Print) Date (Print) Document #30482500 Verification of Impact Attenuating Surface Installation Surfacing Manufacturer, Name and Address of Playground Date of Completion verify the impact attenuating, protective surfacing has been installed per the designer/manufacturer's instructions, plans, and specifications according to the owner's approved plans and purchasing requirements. Verification by Qualified Person ❑ Installer ❑ Owner ❑ Distributor ❑ Other Company or Organization Name Company or Organization Address Name (Signature) Name (Print) Date (Print) Document #30482500 Verification of Playground Equipment/Surfacing Instructions NOTE: Requirements have been incorporated in ASTM F1487-21 under section 11.3 Installer's Responsibility. This requirement is stated as follows: 11.3.1 After installation and prior to first use of the playground, the installer of the playground equipment and impact attenuating surfacing shall provide the owner written verification from a qualified person that they have been installed per the designer/manufacturer instructions, plans, and specifications according to the owner's approved plans and purchasing requirements. A definition of a Qualified Person is as follows: 3.1.34 qualified person, n—one with current knowledge, training, skill, education, and experience who has successfully demonstrated the ability to solve or resolve problems relating to the subject matter and work through the application of professional judgement. Included are the following forms (one for equipment, and one for surfacing). They can be used as applicable by a qualified person to provide to the owner as verification the playground equipment and/or surfacing has been installed according to the designer/manufacturer instructions. If you are unable to submit this form directly to the owner, please provide it to the appropriate distributor/sales representative who will provide it to the owner. Document #30482500 k& landscape structures Verification of Playground Equipment Installation Landscape Structures Project Number, Name and Address of Playground Date of Completion Landscape Structures Sales Organization verify the impact attenuating, protective surfacing has been installed per the designer/manufacturer's instructions, plans, and specifications according to the owner's approved plans and purchasing requirements. Verification by Qualified Person ❑ Installer ❑ Owner ❑ Distributor ❑ Other Company or Organization Name Company or Organization Address Name (Signature) Name (Print) Date (Print) Document #30482500 Verification of Impact Attenuating Surface Installation Surfacing Manufacturer, Name and Address of Playground Date of Completion verify the impact attenuating, protective surfacing has been installed per the designer/manufacturer's instructions, plans, and specifications according to the owner's approved plans and purchasing requirements. Verification by Qualified Person ❑ Installer ❑ Owner ❑ Distributor ❑ Other Company or Organization Name Company or Organization Address Name (Signature) Name (Print) Date (Print) Document #30482500 k& landscape structures 191� ISO 14001 Certified SAFETY NOTE Choose a protective surfacing material that has a Critical Height Value of at least the height of the Highest Accessible Part/Fall Height of the adjacent equipment. (Ref. ASTM F1487.) NOTE: Surface mounting will not work in all applications. Consult Landscape Structures Inc. for your particular requirements. Flo Concrete specs 3" Concrete :I rr . .A- - - . — .— �. A • Concrete to be 28-day, 3000 psi min. 5% air entrainment required where freeze/ thaw conditions exist. • Surface to be bull -floated, hand floated or a light broom finish. • Minimum curing time shall be 24 hours before anchoring • Reinforcement to be minimum #3 bar - 18" on center both directions. • Alternative option: Welded Wire Reinforcement Sheets. Minimum size to be WWF 12x12-W4.5 x w4.5. *ROLLED WWR IS NOT ACCEPTABLE • Reinforcement to be centered in the slab. Concrete Slab Specs • Slab base to be 4"-6" of compacted aggregate over stable sub -grade • Depth of slab to be 5" with reinforcing as specified • Concrete to be 28-day, 3000 psi min. 5% air entrainment required where freeze/ thaw conditions exist • Surface to be bullfloated, hand floated or a light broom finish • Minimum curing time shall be 24 hours before anchoring Concrete Specs Page 1 © 2023 by Landscape Structures. All rights reserved. Document #30734500 k& landscape structures® 11hM ISO 14001 �/2"x 3 �/2" - Expansion Anchors \ Upright Post ------- -_----- Upright Post r - Concrete - 4 4 � Certified \ � /2 Hex Nut w/ /2ee Flat Washers SAFETY NOTE Choose a protective surfacing material that has a Critical Height Value of at least the height of the Highest Accessible Part/Fall Height of the adjacent equipment. (Ref. AST F1487.) NOTE: Sufficient protective surfacing must cover hardware to satisfy fall height requirements. NOTE: Drill hole using a hammer drill deeper than anchor length with a masonry bit of the same diameter of the expansion anchor. For example, a'/2" x 3'/2" expansion anchor will use a '/2" masonry bit drilled to a 4" minimum depth. Anchors to be a minimum of 4 '/2" from concrete pad edges and seams. Other anchoring details, such as chemical anchors, may be found on individual installation instructions Finished grade sticker Loose Fill Protective - u 11 Surfacing or Unitary Surfacing1: - -_ - - % Subgrade _ Concrete 4"(100mm) Crushed] Rock or Concrete Paver 1 NOTE: See site plan and component installation instructions for direct bury footing depth III Total I IIIIII Depth d I_ Illy of Bury Q d a a Varies Concrete Specs Page 2 © 2023 by Landscape Structures. All rights reserved. Document #30734500 J�& landscape structures® Look for compliance to the following guidelines and standards whenever you install playground equipment. It's your assurance that the products you install meet the most rigorous safety and quality assurance standards. Landscape Structures is a member in good standing of IPEMA, the International Play Equipment Manufacturers Association. IPEMA is a member - driven, international trade organization that represents and promotes an open market for manufacturers of play equipment. I PEMA MEMBER* Y In the interest of playground safety, IPEMA provides a Third Party Certification Service whereby a designated independent laboratory validates a participant's certification of conformance to ASTM F 1487, Standard Consumer Safety Performance Specification for Playground Equipment for Public Use, except sections 7.1.1, 10 and 12.6.1; CAN/CSA Z614, Children's Playspaces and Equipment Standards, except clauses 9.8, 10 and 11; or both. The use of the corresponding logo in the Landscape Structures Inc. catalog signifies that Landscape Structures Inc. has received written validation from the independent laboratory that the product(s) associated with the use of the logo conforms with the requirements of the indicated standards. Check the IPEMA website (www.ipema.org) to confirm product certification. The use zone and fall height requirements in this publication are shown to ASTM standards. The requirements for other standards may be different. According to the CSA, playground maintenance and inspection is a continuous and integral part of budgetary costs. The cost of inspection and maintenance shall be considered and incorporated into the budget at the time of design, purchase equipment and installation (11.1.1 Budgeting). International Play Equipment Manufacturers Association 4305 N. Sixth St. Suite A Harrisburg, PA 17110 www.tpema.org B�PLAY "\( PL RY Sl�k q`y . �IPEM►4 91PEMk CERTIFIED CERTIFIED ASTM ASTM F9487 P1292 . T. wa'�I FiuJ� . NcwAwi. PS/PB/FP/Evos/Weevos Guidelines The Consumer Product Safety Commission (CPSC) is a governmental organization that provides technical safety guidelines for designing, constructing, operating and maintaining public playgrounds. U.S. Consumer Product Safety Commission 4330 East West Hwy. Bethesda, MD 20814 www.cpsc.gov The American Society for Testing and Materials (ASTM) is a scientific and technical organization that is a major developer of standards for testing different types of materials. In 1993, the ASTM published "Standard Consumer Safety Performance Specifications for Playground Equipment for Public Use," designation F 1487-93. ASTM is more technical than the CPSC. American Society for Testing and Materials 100 Barr Harbor Dr. P.O. Box C700 West Conshohocken, PA 19421 www.astm.org o i l The Canadian Standards Association Nearly all equipment developed by Landscape Structures is certified to meet CAN/CSA-Z614-07, the Children's Playspaces and Equipment Standard, through IPEMA. The European Standard was developed by the European Committee for Standardization. The majority of Landscape Structures products have been designed to be TUV certified by a third -party validator to EN 1176, the European Standard for Playground Equipment. Tl'N ISO 9001 has a process -orientated structure, is customer focused and emphasizes continuous improvement in quality. 'II Certified ISO 14001 drives us toward operating in a manner that is environmentally conscious. & Standards IS014001 © 2022 by Landscape structures. All rights reserved. Eco #0102339 Document 31069100 replaces 18482200. Updated document. Document #31069100 9/& landscape structures - I NEED HELP! SAFETY NOTE Choose a protective surfacing material that has a Critical Height Value of at least the height of the Highest Accessible Part/Fall Height of the adjacent equipment. (Ref. ASTM F1487, SECTION 9.) What happens if you are in the middle of your installation and some parts aren't going together the way you think they should? Now you can take advantage of a service from Landscape Structures Inc intended to service those customers who prefer to install their own playgrounds. Any time and any day of the week you can call 1-888-LSI-4HLP (1-888-574-4457) or email at installservices@playlsi.com for answers to your installation questions. When you dial this number you will be immediately connected with a qualified, experienced installation expert who will walk you through your specific situation. If your call can't be answered right away, we ask that you leave a message. Please speak slowly and leave... 1) Your name. 2) A brief description of the type of prob- lem you would like to address. 3) Your job order number. 4) A return phone number that we may reach you at. Please keep in mind that this is a toll free number that is intended for Installation Assistance, should the need arise. To inquire about a shortage, we ask that you contact your Landscape Structures Inc sales rep- resentative or the telephone number above and your request will be processed the following business day. Certified Installation Dav Assistance ©2022 by Landscape Structures. All rights reserved. This phone number available to North American calling areas. Document #31069000 Eco #0102339 Document 31069000 replaces 14475900. Updated document. Did you know that most of the packaging materials you receive on a Landscape Structures order are recyclable? Do you reuse or recycle everything you can from your playground sites? We're making it easier for you to do the right thing and keep these materials out of landfills! FOAM/SCRIM SHEETS Landscape Structures has partnered with our supplier to recycle foam/scrim material, the grey and white sheets that are layered between the large painted parts. This material is not usually accepted at general recycling facilities but this supplier will re -use it in their manufacturing of new packaging materials. It's easy! Just put the foam/scrim from your installation site in a box and ship it to the facility closest to you. Here is a list of participating facilities throughout the U.S.: Foam/Scrim Products Only Pregis Plant 159 N San Antonio Ave. Pomona, CA 91767 Pregis Plant 8201 W Elowin Ct. Visalia, CA 93291 Pregis Plant 7574 Presidents Dr. Orlando, FL 32809 Pregis Plant 1411 Pidco Dr. Plymouth, IN 46563 Pregis Plant 300 Harris Rd. Wurtland, KY 41144 Pregis Plant 3825 N Main St. Granite Falls, NC 28630 Pregis Plant 18 Peck Ave. Glens Falls, NY 12801 Pregis Plant 3500 S Highway 287 Corsicana, TX 75109 Pregis Plant 310 Old Station Rd. Wenatchee, WA 98801 Foam/Scrim, Plastic Banding, Shrink Wrap Anchor Facility 480 Broadway St. St Paul, MN 55101 Anchor Facility 1501 Swasey Rd. Hudson, WI 54016 Don't stop here! Most of the other packaging materials can also be recycled, reused or repurposed. • CORRUGATED CARDBOARD: Boxes can be broken down and recycled at a local recycler, or reused for other storage. • SHRINK WRAP: Contact your local plastic recycler and ask if they accept polyethylene plastic. • PLASTIC BANDING: Contact your local plastic recycler and ask if they accept polypropylene. If you have suggestions for recycling, reusing or repurposing other materials, please email them to: info@playlsi.com. Just one more way Landscape Structures is building healthy, sustainable communities. Fei[1.%iotZ[0Zf k& landscape structures 191� ISO 14001 Certified SAFETY NOTE Choose a protective surfacing material that has a Critical Height Value of at least the height of the Highest Accessible Part/Fall Height of the adjacent equipment. (Ref. ASTM F1487.) NOTE: Surface mounting will not work in all applications. Consult Landscape Structures Inc. for your particular requirements. Flo Concrete specs 3" Concrete :I rr . .A- - - . — .— �. A • Concrete to be 28-day, 3000 psi min. 5% air entrainment required where freeze/ thaw conditions exist. • Surface to be bull -floated, hand floated or a light broom finish. • Minimum curing time shall be 24 hours before anchoring • Reinforcement to be minimum #3 bar - 18" on center both directions. • Alternative option: Welded Wire Reinforcement Sheets. Minimum size to be WWF 12x12-W4.5 x w4.5. *ROLLED WWR IS NOT ACCEPTABLE • Reinforcement to be centered in the slab. Concrete Slab Specs • Slab base to be 4"-6" of compacted aggregate over stable sub -grade • Depth of slab to be 5" with reinforcing as specified • Concrete to be 28-day, 3000 psi min. 5% air entrainment required where freeze/ thaw conditions exist • Surface to be bullfloated, hand floated or a light broom finish • Minimum curing time shall be 24 hours before anchoring Concrete Specs Page 1 © 2023 by Landscape Structures. All rights reserved. Document #30734500 k& landscape structures® 11hM ISO 14001 �/2"x 3 �/2" - Expansion Anchors \ Upright Post ------- -_----- Upright Post r - Concrete - 4 4 � Certified \ � /2 Hex Nut w/ /2ee Flat Washers SAFETY NOTE Choose a protective surfacing material that has a Critical Height Value of at least the height of the Highest Accessible Part/Fall Height of the adjacent equipment. (Ref. AST F1487.) NOTE: Sufficient protective surfacing must cover hardware to satisfy fall height requirements. NOTE: Drill hole using a hammer drill deeper than anchor length with a masonry bit of the same diameter of the expansion anchor. For example, a'/2" x 3'/2" expansion anchor will use a '/2" masonry bit drilled to a 4" minimum depth. Anchors to be a minimum of 4 '/2" from concrete pad edges and seams. Other anchoring details, such as chemical anchors, may be found on individual installation instructions Finished grade sticker Loose Fill Protective - u 11 Surfacing or Unitary Surfacing1: - -_ - - % Subgrade _ Concrete 4"(100mm) Crushed] Rock or Concrete Paver 1 NOTE: See site plan and component installation instructions for direct bury footing depth III Total I IIIIII Depth d I_ Illy of Bury Q d a a Varies Concrete Specs Page 2 © 2023 by Landscape Structures. All rights reserved. Document #30734500 SAFETY NOTE Choose a protective surfacing material that has a Critical Height Value of at least the height of the Highest Accessible Part/Fall IS014001 Height of the adjacent equipment. (Ref. ASTM F1487.) landscape °"""°° 1-1-01 structures® General Installation 1) Before starting installation, study your plan drawing and all installation instructions carefully for location of posts, deck heights, components and safety enclosures. Make sure slides are oriented away from the afternoon sun and that the structure is visible (easily supervised) and accessible. 2) Clear an area large enough for your equipment and at least the required minimum use zone around it, as shown on your plan drawing. The subsurface must be well drained. If the soil does not drain naturally it must be tiled or sloped at '/8" to '/4" per foot to a storm sewer or a "French Drain". If your equipment is over 30' in length it is recommended to install more than one "French Drain" or similar system to allow drainage from the center of the play area and decrease the overall slope. If this is not possible, the structure may need to be "stepped" to take up the grade change. 3) Overhead Obstructions: Overhead obstructions within the use zones of playground equipment that are not part of the play structure (for example, tree limbs) shall be at least 84 in. (2130 mm) above each designated play surface or 84 in. (2130 mm) above the pivot point of swings. All overhead utility line clearances above the use zone areas shall comply with all local, state, and national codes, such as the National Electical Safety Code. 4) Locate all mainstructure post footing holes according to the dimensions shown on your site plan. This can be accomplished by laying a deck on the ground and measuring from it; by laying out a base line string grid or using a builders transit. This step is very important and worth taking extra time to be precise. Location of component footings such as slide supports can be done at a later time. 5) Refer to the Typical Concrete Footing installation sheet. Dig holes to the proper width and depth as shown. (Only dig enough holes for one day's construction. Do not leave holes open over night.) Pour crushed rock in each hole level with each other and at least 4" deep as shown. This can be easily accomplished either with a builders transit or by laying out hole locations with a string grid, leveling the grid, and measuring down from the grid for each footing. Tamp the crushed rock down until compacted and at proper level. This step is important to ensure all posts will be at the proper height relative to each other, and it greatly simplifies installation. If the soils are loose or unstable, larger diameter holes may be necessary. Check with a local engineer if in doubt. 6) Start with the lowest deck and work your way to the highest deck following instructions on the installation sheets for typical post/deck assembly. Install barriers and roofs as located on the plan for stability. 7) After the posts are at proper heights and plumb, and the decks are at proper height and level, pour the concrete footings per the Typical Concrete Footing Detail. 8) During construction, the site and all the material on it must be secured when unattended to prevent children from playing on them. Do not leave decks with unprotected openings when unattended -use temporary barricades if necessary. 9) Install all other play components per the installation instructions. After all components and enclosures are prop- erly attached, pour the remaining concrete footings per the Typical Concrete Footing Detail. 10) Install protective surfacing material. 11) Attach play hardware such as 'D' rings and swing seats last, after protective surfacing is in place and footings have cured at least 3 days. 12) Carefully and thoroughly inspect the entire equipment to be sure all fastening hardware is tight. According to ASTM F 1487, section 6.2 sharp points, edges and protrusions; any exposed bolt ends should not protrude beyond the face of the nut more than two (2) threads. This condition is not planned, but may exist in some applications because materials and finishes will vary. To remedy this situation, add a second nut or washer(s), extras have been added to the spare parts kit. See illustrations on reverse side of this sheet. Children should not be allowed on the structure until this inspection is complete. 13) Before children are allowed on the structure, the site must be cleaned and free of all construction debris and packaging material. Do not burn on the site. General Construction Guidelines Sheet of 601 7TH STREET SOUTH, DELANO, MINNESOTA 55328-8605 (763) 972-3391 1-888-LSI-INST (1-888-574-4678) FAX (763) 972-3185 o - - - �• I�i'11 R/l/L landscape structures° Tools Required Tools required for installation are an auger, or other equipment for digging 14" diameter footing holes; shovels, rubber mallet, drill (with'/411, 7/16", 9/16", 1'/16" and 3/8" drill bits), tape measure, hex keys or allen wrenches, level, 3/8" socket set, hammer, open end wrench set, torque wrench, screw driver, for surface mount a hammer drill, 3/8" and '/2" masonry bits and transit or string line to aid in layout. Some washable felt tip pens are also useful for marking clamp locations. Materials Required All materials are supplied except concrete for footings, protective surfacing material, and curb- ing or edging material. With the exception of the special wrenches required (for the pinned hex fasteners) no other tools are supplied. Recycling a Many o our packaging materials can be recycled, please take the time to separate and deliver them to a recycler. Thank You. Installation Times Installation times, as noted on the back of the installation sheets, are approximate and will vary depending on soil conditions, installer's equipment and ability. Times indicated do not include unloading or unpacking equipment. The man hours given are for one person installing (unless otherwise noted). Cut time in half for two people. Technical Services If you have any questions or concerns about the installation of your structure, call our Technical Services Department at: 1-800-328-0035 (7:30 - 5:30p.m. CST/M-F). Illustrations For Note 10, (Reverse Side Of This Sheet) More Than Two (2) Threads Exposed Add Washers Add Another Nut (Align Flat Area) Installation © 2022 by Landscape Structures. All rights reserved. ECO-0102339. Document 31068900 replaces 13412800 Updated Document. R/l/L landscape structures° SAFETY NOTE Choose a protective surfacing material that has a Critical Height Value of at least the height of the Highest Accessible Part/Fall Height of the adjacent equipment. (Ref. ASTM F1487.) TOP OF GUARDRAIL OR HIGHEST PLATFORM WITH BARRIER PIVOT POINT HEIGHT OF \ HIGHEST TAKEOFF PART PLATFORM \ � SLIDES PLATFORM SWINGS CLIMBERS AND CLIMBERS HORIZONTAL LAD- DERS 1.) Determine the highest accessible part - by definition. 2.) Determine the type of surfacing material desired: • Unitary - Bound rubber type materials for the accessible areas. • Loose fill - Sand, wood chips, etc. for non -accessible areas. 3.) Select a material that has a Critical Height value of at least the height of the highest accessible part. • According to the CPSC, Critical Height is defined as the maximum height from which the instrumented metal headform, upon impact, yields both a peak decelera- tion of no more than 200 G's and a HIC value of no more than 1,000 when tested in accordance with the procedure described in the ASTM Test Method F 1292. F3313 and F3351. • Request independent laboratory test results showing the critical height of each product per the above procedures for commercially available products. The CPSC has tested some common loose -fill materials that are commonly not tested as a protective surfacing. (See back page.) 4.) Cover the designated use zone with the desired materials. If a different type of material is used for the accessible route of travel, make sure the surfaces are maintained flush. Selecting Protective Surfacing for Your Playground Sheet 2of2 © 2022 by Landscape Structures. All rights reserved. Document #3 1 068900 landscape structures" SAFETY NOTE Choose a protective surfacing material that has a Critical Height Value of at least the height of the Highest Accessible Part/Fall Height of the adjacent equipment. (Ref. ASTM F1487.) Table 2. Minimum compressed loose -fill surfacing depths Inches Of (Loose -Fill Material) Protects to Fall Height (feet) 6* Shredded/recycled rubber 10 9 Sand 4 9 Pea Gravel 5 9 Wood mulch (non-CCA) 7 9 Wood chips 10 * Shreddedfrecycled rubber loose -fill surfacing does not compress in the same manner as other loose -fill materials. However, care should be taken to maintain a constant depth as displacement may still occur. *Information from Handbook for Public Playground Safety, published by the U.S. Consumer Products Safety Commission Section 2.4.2, Table 2. Critical Heiahts © 2022 by Landscape Structures. All rights reserved. J�& landscape structures® Look for compliance to the following guidelines and standards whenever you install playground equipment. It's your assurance that the products you install meet the most rigorous safety and quality assurance standards. Landscape Structures is a member in good standing of IPEMA, the International Play Equipment Manufacturers Association. IPEMA is a member - driven, international trade organization that represents and promotes an open market for manufacturers of play equipment. I PEMA MEMBER* Y In the interest of playground safety, IPEMA provides a Third Party Certification Service whereby a designated independent laboratory validates a participant's certification of conformance to ASTM F 1487, Standard Consumer Safety Performance Specification for Playground Equipment for Public Use, except sections 7.1.1, 10 and 12.6.1; CAN/CSA Z614, Children's Playspaces and Equipment Standards, except clauses 9.8, 10 and 11; or both. The use of the corresponding logo in the Landscape Structures Inc. catalog signifies that Landscape Structures Inc. has received written validation from the independent laboratory that the product(s) associated with the use of the logo conforms with the requirements of the indicated standards. Check the IPEMA website (www.ipema.org) to confirm product certification. The use zone and fall height requirements in this publication are shown to ASTM standards. The requirements for other standards may be different. According to the CSA, playground maintenance and inspection is a continuous and integral part of budgetary costs. The cost of inspection and maintenance shall be considered and incorporated into the budget at the time of design, purchase equipment and installation (11.1.1 Budgeting). International Play Equipment Manufacturers Association 4305 N. Sixth St. Suite A Harrisburg, PA 17110 www.tpema.org B�PLAY "\( PL RY Sl�k q`y . �IPEM►4 91PEMk CERTIFIED CERTIFIED ASTM ASTM F9487 P1292 . T. wa'�I FiuJ� . NcwAwi. PS/PB/FP/Evos/Weevos Guidelines The Consumer Product Safety Commission (CPSC) is a governmental organization that provides technical safety guidelines for designing, constructing, operating and maintaining public playgrounds. U.S. Consumer Product Safety Commission 4330 East West Hwy. Bethesda, MD 20814 www.cpsc.gov The American Society for Testing and Materials (ASTM) is a scientific and technical organization that is a major developer of standards for testing different types of materials. In 1993, the ASTM published "Standard Consumer Safety Performance Specifications for Playground Equipment for Public Use," designation F 1487-93. ASTM is more technical than the CPSC. American Society for Testing and Materials 100 Barr Harbor Dr. P.O. Box C700 West Conshohocken, PA 19421 www.astm.org o i l The Canadian Standards Association Nearly all equipment developed by Landscape Structures is certified to meet CAN/CSA-Z614-07, the Children's Playspaces and Equipment Standard, through IPEMA. The European Standard was developed by the European Committee for Standardization. The majority of Landscape Structures products have been designed to be TUV certified by a third -party validator to EN 1176, the European Standard for Playground Equipment. Tl'N ISO 9001 has a process -orientated structure, is customer focused and emphasizes continuous improvement in quality. 'II Certified ISO 14001 drives us toward operating in a manner that is environmentally conscious. & Standards IS014001 © 2022 by Landscape structures. All rights reserved. Eco #0102339 Document 31069100 replaces 18482200. Updated document. Document #31069100 9/& landscape structures," 1 NEED HELP! SAFETY NOTE Choose a protective surfacing material that has a Critical Height Value of at least the height of the Highest Accessible Part/Fall , Height equipment. (Ref. ASTMF1487, SECTION 9.) Certified What happens if you are in the middle of your installation and some parts aren't going together the way you think they should? Now you can take advantage of a new service from Landscape Structures Inc intended to service those customers who prefer to install their own playgrounds. Any time and any day of the week you can now call 1-888-LSI-4HLP (1-888-574-4457) for answers to your installation questions. When you dial this number you will be immediately con- nected with a qualified, experienced installation expert who will walk you through your specific situation. If your call can't be answered right away, we ask that you leave a message. Please speak slowly and leave... 1) Your name. 2) A brief description of the type of prob- lem you would like to address. 3) Your job order number. 4) A return phone number that we may reach you at. Please keep in mind that this is a toll free number that is intended for Installation Assistance, should the need arise. To inquire about a shortage, we ask that you contact your Landscape Structures Inc sales repre- sentative or the telephone number above and your request will be processed the following busi- ness day. Installation Day Assistance © 2003 by Landscape structures. All rights reserved. This phone number available to North American calling areas. Document #14475900 SAFETY NOTE Choose a protective surfacing material that has a Critical Height Value of at least the height of the Highest Accessible Part/Fall IS014001 Height of the adjacent equipment. (Ref. ASTM F1487.) landscape Certified structures® 6 1 95 42" 42" A A C Enclosures or components are required on any decks higher than 30" as indicated on your plan drawing. 56" 32" _ O ----------------- N � O Dimension indicates center to center spacing of concrete footings. A A C Number indicates height of deck above finished grade/ protective surfacing 48" 40" N o ,T Letter indicates post length as indicated on g g C your plan drawing. Enclosures/ Components - Refer to your plan drawing for locations and their respective spec sheets for installation. Vertical Ladders - Refer to your plan drawing 40" n for locations and the Vertical Ladder spec Deck II sheet for installation. Decks - Refer to your plan drawing for heights and orientation. Refer to the appropriate deck spec sheet for installation. Deck Hanger Clamp Assembly - Refer to the appropriate Deck Assembly spec sheet for 16" installation." Deck Concrete Footings - Refer to the Typical Concrete Footing spec sheet for installation. L Plates -Refer to your plan drawing for ons and the Kick Plate spec sheet for lation. PlayBooster General Post/Tenderdeck Information 601 7TH STREET SOUTH, DELANO, MINNES77 55328-8605 (763) 972-3391 1-888-LSI-INST (1-888-574-4678) FAX (763) 972-3185 i o2022- - D• .u- 1•'•11 M landscape structures' J:\SPECS\l09\10972201.P65 PlayBooster General Post/Tenderdeck Information Installation Instructions Before Starting, Read the General Construction Guidelines, Installation Hints, All Typical Detail Sheets and Specific Instal- lation Instructions for Each Component Labeled on Your Plan. 1) Dig footing holes spaced as shown on the plan and spec sheets. Refer to the Typical Concrete Footing Spec Sheet. 2) Note the post lengths as shown on the plan and set in their appropriate footing holes. The post length is indicated on the finished grade sticker on each post. 3) Mark the appropriate posts for the deck heights you are installing and attach decks to posts at marked height. Refer to the appropriate deck spec sheet for installation. 4) After all the posts are at proper heights and plumb, and the decks are at proper height and level, pour the concrete footings per the Typical Concrete Footing Spec Sheet. 5) Continue installing enclosures and components and pour concrete footings as you progress, making sure everything is plumb and level. 6) When installation is complete, install Drive Rivets in all clamps per the Typical Offset Hanger Clamp Spec Sheet. 7) Install protective surfacing under and around all equipment before users are allowed to play on the structure. ECO-0102339 Document 31068600 replaces 10972201. Updated document landscape structures" Rails A Same Height DETAIL ASSEMBLED CLAMP nff—f i-i--, (2) 3/$1 5/g 1 X 2 BHCS NOTE: Pos ing down a: for special; SAFETY NOTE Choose a protective surfacing material that has a Critical Height Value of at least the height of the Highest Accessible Part/Fall ISO i4001 Height of the adjacent equipment. (Ref. rugNuff3i ASTM F1487.) Ca r1111ad 10-3-97 12382100 The Offset Hanger Clamp allows rails to be installed at same height for special applications, like at 900 to each other as shown, or when there are clamp conflicts, offset can be positioned upward. 1/4n X 5/8i1 Drive Rivet Half imp /2`3/811 X 1 1/811 \BHCS w/Pin PlayBooster 0 •Offset HangerClampAssembly 601 7TH STREET SOUTH, DELANO, MINNESOTA 55328-8605 (763) 972-3391 1-888-LSI-INST (1-888-574-4678) FAX (763) 972-3185 o2022- Doc.u-� ' • 11 10 11 PlayBoosfer 114261 Offset Hanger Clamp Assembly landscape structures' J ASP ECS\123\ 12382100. P65 Parts List Part# Description Qty 100198-00 '/$" x 1 '/$' BHCS w/Pin, SST.......................................2 100351-00 3/g" Tee Nut, SST. ........................................................... 2 100610-00 14" x 14" Drive Rivet, AL/SST......................................1 105327-01 5" Half Clamp, Specify Color.......................................1 113729-00 Offset Hanger Clamp, Specify Color .............................1 100203-00 5/$" x 2'/4' BHCS w/Pin, SST.......................................1 Saecifications Clamp: Cast aluminum. Finish: Powdercoat, color specified. Fasteners: Primary fasteners shall be socketed and pinned tam- perproof in design, stainless steel (SST) per ASTM F 879 unless otherwise indicated (see specific product installation/specifications). Installation Time: Approx. 1/4 man how Weight: 3 lbs. Installation Instructions 1) Locate and mark position of clamp on 5" post. 2) Position clamp in proper direction and assemble with 3/8" x 1 '/8" BHCS w/pin and 3/8" tee nuts as shown and lightly tighten. Position rail against clamp and screw in 5/8" x 2 '/4' BHCS w/pin until rail bottoms out on clamp. Final tighten all fasteners. 3) IMPORTANT: Drill through hole in 5" half clamp and into 5" post with a `/4" or 7" (only) drill bit, insert rivet in hole and hammer rivet pin in until it is flush with head. ECO- 0102339 Document 31426700 replaces 12382100. Updated document k& landscape structures° ISO 14001 'II Certified Common Parts & Fasteners Button Head Cap Screws BHCS w/Pin Recommended Sizes Mat'l Torque Part # Inches mm or Grade Ft./Ibs Kgm 137277 1/4" x 3/8" (6,4 x 9,5) SST -PAT 10 1.4 162374 1/4" X 3/4" (6,4 x 9,5) SST -PAT 10 1.4 131849 5/16" x 1/2" (7,9 x 12,7) SST -PAT 10 1.4 223807 5/16" x 3/4" (7,9 x 19,0) SST -PAT 10 1.4 264971 5/16" x 1" (7,9 x 25,4) SST -PAT 10 1.4 132626 5/16" x 7/8" (7,9 x 22,2) SST -PAT 10 1.4 192071 M 8 x 24 mm SST -PAT 10 1.4 100195 3/8" x 5/8" (9,5 x 15,9) SST -PAT 15 2 100196 3/8" x 7/8" (9,5 x 22,2) SST -PAT 15 2 100198 3/8" x 1 1/8" (9,5 x 28,6) SST -PAT 15 2 113027 3/8" x 1 3/8" (9,5 x 34,9) SST -PAT 15 2 100171 3/8" x 1 1/2" (9,5 x 38,1) SST -PAT 15 2 123224 3/8" x 1 11/16" (9,5 x 42,9) SST -PAT 15 2 100173 3/8" x 2" (9,5 x 50,8) SST -PAT 15 2 100199 3/8" x 2 1/4" (9,5 x 57,2) SST -PAT 15 2 100174 3/8" x 2 1/2" (9,5 x 63,5) SST -PAT 15 2 100175 3/8" x 2 3/4" (9,5 x 69,9) SST -PAT 15 2 100176 3/8" x 3" (9,5 x 76,2) SST -PAT 15 2 100168 3/8" x 3 1/4" (9,5 x 82,6) SST -PAT 15 2 100200 3/8" x 3 1/2" (9,5 x 88,9) SST -PAT 15 2 124460 3/8" x 3 3/4" (9,5 x 95,2) SST -PAT 15 2 100201 5/8" x 1 1/2" (15,9 x 38,1)SST-PAT 50 7 127551 5/8" x 1 1/2" (15,9 x 38,1)SST- 50 7 ANTI -SEIZE 100203 5/8" x 2 1/4" (15,9 x 57,2)SST-PAT 50 7 Hex Cap Screws Recommended Sizes Mat'l Torque Part # Inches mm or Grade Ft./lbs Kgm 100206 3/8" x 1" (9,5 x 25,4) SST -PAT 15 2 100208 3/8" x 1 1/2" (9,5 x 38,1) SST -PAT 15 2 100209 3/8" x 1 3/4" (9,5 x 44,4) SST -PAT 15 2 135682 3/8" x 3 1/8" (9,5 x 79,3) SST -PAT 15 2 135683 3/8" x 4 5/8" (9,5 x 117,5) SST 15 2 100214 3/8" x 5" (9,5 x 127) SST -PAT 15 2 121499 7/16" x 1 3/4" (11,1 x 114,3) SST -PAT 15 2 100216 1/2" x 1 1/4" (12,7 x 31,7) SST 15 2 131862 1/2" x 2 1/4" (12,7 x 57,1) SST -PAT 20 2.8 Carriage Bolts Recommended Sizes Mat'l Torque Part # Inches mm or Grade Ft./lbs Kgm 100135 5/16" x 1 1/4" (7,9 x 31,8) SST -PAT 5 0.7 100147 3/8" x 1 1/4" (9,5 x 31,8) SST -PAT 15 2 116017 3/8" x 1 1/2" (9,5 x 38,1) SST -PAT 15 2 100148 3/8" x 1 3/4" (9,5 x 44,5) SST -PAT 15 2 Flat Head Cap Screws (FHCS) No Pin* With Pin C�Z:D � 6Z:D Recommended Sizes Mat'l Torque Part # Inches mm or Grade Ft./lbs Kgm 148686 3/8" x 3/4" (9,5 x 19,05) SST -PAT 13 1.8 100252* 3/8" x 1 1/4" (9,5 x 31,8) SST -PAT 13 1.8 151421 3/8" x 1 1/2" (9,5 x 38,1) SST -PAT 13 1.8 148765 3/8" x 3 1/2" (9,5 x 88,9) SST -PAT 13 1.8 130824* 1/2" x 2 1/4" (12,5 x 57,2) SST 20 2.8 NOTE: These are recommended torque applications per fastener size. When fasteners are used with plastic or wood products, the torque specifications will be excessive and we recommend that the installer apply some caution when tightening the fasteners. Plastic or wood products should begin to deform slightly. Fasteners in- dicated with :"Pat" includes a locking patch type material and should cure for 72 hours for maximum strength. 601 7TH STREET SOUTH, DELANO, MINNESOTA 55328-8605 888-574-4678 LSI Install Help 888-438-6574 LSI Direct 763-972-5200 Int. FAX (763) 972-3185 9/& landscape structures® BHCS w/Pin Limited Thread Bolts Expansion Anchors (used To Secure Components To Concrete Slabs) ()::3 Recommended Sizes Mat'l Torque Part # Inches mm or Grade Ft./lbs K m 100290 3/8" x 7/8" (9,5 x 22,2)SST-PAT 21 3 100292 3/8" x 1 1/4" (9,5 x 31,8)SST-PAT 21 3 157704 7/16" x 2" (11,11 x 51) SST -PAT 40 5.5 127068 7/16" x 27/16" (11,11x61,91)SST-PAT 40 5.5 Lag Screws Sizes Mat'l Part # Inches mm or Grade Head Type 100127 5/16" x 1 1/4" (7,9 x 31,8) SST Hex Head 168198 3/8" x 1 1/2" (9,5 x 38,1) SST Button Head (Shown) 139039 3/8" x 2" (9,5 x 50,8) SST Button Head (Shown) Screw, Type AB Thread BHCS w/Pin a11:31 Mat'l Part # Size or Grade 129671 #14 x 1/2" SST 127872 #14 x 3/4" SST 136232 #14 x 1" SST 129672 #14 x 1 1/4" SST 216762 #14 x 1 3/4" SST Recommended Sizes Mat'l Torque Part # Inches mm or Grade Ft./lbs Kgm 187933 3/8" x 2" (9,5 x 50,8) Die Cast Zinc 15 2 100263 3/8" x 2 3/4"(9,5 x 69,9) Alloy Steel 15 2 100264 3/8" x 5" (9,5 x 127) Alloy Steel 15 2 100266 1/2" x 2 3/4" (12,7 x 69,9) Alloy Steel 20 2.8 176046 1/2" x 3 3/4"(12,7x 95,3) Alloy Steel 20 2.8 100267 1/2" x 5 1/2" (12,7 x 139,7)Alloy Steel 20 2.8 Drive Rivets NOTE: For more detail see drive rivet detail page. Part # Sizes Inches mm Mat'l Drive 100612 3/16" x 3/8" (4,7 x 9,5) Alum Rivet/Alum Pin Blind 100607 3/16" x 1/2" (4,7 x 12,7) Alum Rivet/SST Pin Blind 100609 1/4" x 3/16" (6,4 x 4,8) Alum Rivet/Alum Pin Blind 100611 1/4" x 3/8" (6,4 x 9,5) Alum Rivet/SST Pin Blind 113300 1/4" x 1/2" (6,4 x 12,7) Alum Rivet/Alum Pin Blind 100610 1/4" x 5/8" (6,4 x 15,9) Alum Rivet/SST Pin Blind 139152 1/4" x 3/4" (6,4 x 19,05) Alum Rivet/Alum Pin Blind 100613 1/4" x 7/8" (6,4 x 22,2) Alum Rivet/Alum Pin Blind 118158 1/4" x 1" (6,4 x 25,4) Alum Rivet/Alum Pin Blind Low Crown Cap Nut e Size Part # Inches Mat'l 100349 3/8" -16 UNC SST Sheet 2 of 9 Document #32514000 a/& landscape structures® Standard Hex Nuts O Sizes Mat'1 Part # Inches or Grade 216777 1/4-20 UNC SST 100326 5/16-18 UNC SST 100321 3/8-16 UNC SST -Pat 100327 3/8-16 UNC SST 128296 3/8-16 UNC (Jam Nut) SST 100328 7/16-14 UNC SST 145021 7/16-14 UNC (Jam Nut) SST 100322 1/2-13 UNC SST 129692 1/2-13 UNC SST -Pat 129693 1/2-13 UNC (Jam Nut) SST 100323 5/8-11 UNC SST Flange Nut w/Pin (9 Mat'1 Sizes or Grade Part # Inches 175006 192064 100353 5/16 x 18 UNC M 8 x 24 mm 3/8-16 UNC SST SST SST Flat Washers O.D. I.D. Mat'1 Sizes or Grade Part # Inches mm I.D. O.D. 133368 1/4" (6,3) Nylon 0.25 0.438 112501 3/8" (9,5) Nylon 0.413 0.787 122039 1/4" (6,3) SST 0.312 0.734 100362 3/8" (9,5) SST 0.406 1.002 234937 7/16" (11,1) SST 0.469 0.922 112793 7/16" (11,1) SST 0.505 1.262 100363 1/2" (12,7) SST 0.536 1.262 100366 5/8" (15,9) SST 0.688 1.75 123737 11/8" (28,6) SST 1.14 1.75 IS014001 'II Certified Curved Spring Washer O.D. I.D. Mat'1 Sizes or Grade Part # Inches mm I.D. O.D. 100380 1/2" (12,7) SST 0.531 0.795 SAE Flat Washers Part # Inches Sizes mm or Grade I.D. O.D. 100364 1/4" (6,35) SST 0.281 0.625 223956 5/16" (7,92) SST 0.344 0.688 100365 3/8" (9,5) SST 0.411 0.816 113550 1/2" (12,7) SST 0.531 1.062 129500 5/8" (15,9) SST 0.686 1.342 Fender Washers Sizes or Grade Part # Inches mm I.D. O.D. 100378 3/8" x 1 1/2" (9,53 x 38,1) SST 0.406 1.500 100379 1/2" x2" (12,7 x 50,8) SST 0.531 2.000 Tee Nut (PlayBooster Clamps) U Mat'1 Sizes or Grade Part # Inches 100351 3/8-16 UNC SST Sheet 3 of 9 Document #32514000 I& landscape structures® Set Screw C> Sizes Part # Inches mm 100298 3/8" x 7/16" (9,5 x 11,1) Bolt Link 0� Mat'1 or Grade Part # 138915 SST Double Clevis v0 0 01 0 Mat'1 or Grade Part # 138917 SST Mat'1 or Grade SST Offset Hanger Clamp (PlayBooster) Part # 113729 Mat'1 Cast Aluminum Half Clamp (PlayBooster) E :3 Mat'1 Part # 105327 Cast Aluminum Deck Hanger Clamp (PlayBooster) Part # Mat'1 106022 Cast Aluminum Sheet 4 of 9 Document #32514000 �I ISO 14001 landscape � I I structures® Certified Swing Hanger Clamp Part # 121289 Mat'll Cast Aluminum Ring/Rail Hanger Clamp (PlayBooster) Mat'1 Part # 105330 Cast Aluminum Frequently Used/ Searched Items Part # Descrintion 101219 Touch up Paint 141207 TenderTuff Touch up Qt 158882 PB 5i Post Cap w/ Logo 148623 White Cap (Driver Panel) 138717 TenderTuff Repair Kit 127179 5/8" x 3/8" Bushing SST 156962 5/8" x 1/2" Bushing SST 108184 Cap Cover (white) 108185 Cap Cover B (white) 196319 Bolt Link Spacer 223957 5/16" Blind Insert (used in permalene) Offset Bolt Bracket (PlayShaper) Part # 113895 Hex -Pin Allen Wrench Part # Mat'1 Cast Aluminum Hex -Pin Driver 100685 Hex -Pin Allen Wrench 100686 Hex -Pin Driver (Used With A 5/16" Socket) 6-Lobe Wrench Bit Holder Efl 6-Lobe Torx-Pin Driver Driver Part # Description 148680 6-Lobe Wrench (T-40) 146017 6-Lobe Wrench (T-45) 146007 6-Lobe Driver (T-45) (Used With A 5/16" Socket) 127463 Torx-Pin Driver (T-27) (Used With A 1/4" Socket) 146164 Bit Holder 5/16" Hex x 3/8" Drive Sheet 5 of 9 Document #32514000 9/& landscape structures® HOW TO DETERMINE BOLT LENGTHS Example shows a 1 1/4" long plow bolt. Measurement method also applies to flathead cap screws. Example shows a 1 1/4" long BH cap screw. Measurement method also applies to hex cap screws, limited thread bolts, lag screws and carriage bolts. INCH ' 1 2 ' 3' 4' 5' 6 mm 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1 II�IIIIIIII�IIIIIIIII�IIIIIIIII1IIIIIIIII1IIill IIII1IIIIIIIII1IIIIIIIII1IIIill III1IIIIIIIII1IIIIIIIIIIIIIIIIIill IIIIIIII�IIIIIIIII�IIIIIIIII�III Rule: Measurements should be based on the part of the screw that penetrates the surface. Sheet 6 of 9 Document #32514000 9/& landscape structures® General Rules For Use Of Drive Rivets •Rivets are used to provide additional assurance for load carry capacity. •Refer to the Spec Sheet Parts List and follow Installation Instructions for each component. •Decks and Overhead Events always need rivets. Typical Half Clamp Rivet Pin r � i i i Typical PlayBooster Post IMPORTANT '/4" Hole i NOTE: Use Only Bit Size "F" or'/4" Drill Bit. After Play Component Assembly is Complete, Drill Hole into Post Through Half Clamp, Insert Rivet in Hole, and Hammer Rivet Pin in Until it is Flush with Head. 11-22-99 129847a0 129847b0 Sheet 7 of 9 Document #32514000 Drive Rivets Details GL = Grip Length OL = Overall Length Drive Rivet Common Use 100609 1/4" x 3/16" GL (6,4 x 4,8) To plug holes 1/4" x 11/32" OL (6,4 x 8, 7) in posts Alum Rivet/Alum Pin 100611 1/4" x 3/8" GL (6,4 x 9,5) 218924 192691 1/4" x 17/32" OL (6,4 x 13, 5) Locking Clamp Post Topper Alum Rivet/ SST Pin 100610% 1/4" x 5/8" GL (6,4 x 15,9) 105327 195922 156806 1/4" x 51/64" OL (6,4 x 20, 2) 5" Half Clamp Rope Clamp Pod Casting Alum Rivet/ SST Pin Other Speciality Drive Rivets 100613 1/4" x 7/8" GL (6,4 x 22,2) 113300 1/4" x 63/64" OL (6,4 x 25, 4) 1/4" x 1/2" GL (6,4 x 12,7) Alum Rivet/Alum Pin 1/4" x 21/32" OL (6,4 x 16, 7) Alum RiveUAlum Pin v 118158 139152 1/4" x 7/8" GL (6,4 x 25,4) 1/4" x 3/4" GL (6,4 x 19,05) 1/4" x 1 5/32" OL (6,4 x 29, 3) 1/4" x 29/32" OL (6,4 x 23, 0) Alum Rivet/Alum Pin Alum RiveUAlum Pin Sheet 8 of 9 Document #32514000 Post Offset Post Hanger Clamp Half Clamp \ BHCS w/Pin Tee Nut 1) Drive Center Pin of Rivet Straight into Post Using '/g" Diameter Punch and Hammer. 2) Unbolt BHCS w/Pin and Tee Nuts from Clamp Using Tamperproof Hex Wrench. Remove Offset Hanger Clamp. Lightly Tap on Half Clamp with Hammer Until Head of Drive Rivet Pulls Away From Half Clamp. 3) Pull Out Drive Rivet Using Claw End of Hammer. Tools Needed: • Claw Hammer • '/8' Diameter Steel Punch • Tamperproof Hex Wrench Sheet 9 of 9 Document #32514000 ECO# 0102410 Document 32514000 replaces 26150400. Additional Part information added. k& landscape structures° ISO 14001 'II Certified Common Parts & Fasteners Button Head Cap Screws BHCS w/Pin Recommended Sizes Mat'l Torque Part # Inches mm or Grade Ft./Ibs Kgm 137277 1/4" x 3/8" (6,4 x 9,5) SST -PAT 10 1.4 162374 1/4" X 3/4" (6,4 x 9,5) SST -PAT 10 1.4 131849 5/16" x 1/2" (7,9 x 12,7) SST -PAT 10 1.4 223807 5/16" x 3/4" (7,9 x 19,0) SST -PAT 10 1.4 264971 5/16" x 1" (7,9 x 25,4) SST -PAT 10 1.4 132626 5/16" x 7/8" (7,9 x 22,2) SST -PAT 10 1.4 192071 M 8 x 24 mm SST -PAT 10 1.4 100195 3/8" x 5/8" (9,5 x 15,9) SST -PAT 15 2 100196 3/8" x 7/8" (9,5 x 22,2) SST -PAT 15 2 100198 3/8" x 1 1/8" (9,5 x 28,6) SST -PAT 15 2 113027 3/8" x 1 3/8" (9,5 x 34,9) SST -PAT 15 2 100171 3/8" x 1 1/2" (9,5 x 38,1) SST -PAT 15 2 123224 3/8" x 1 11/16" (9,5 x 42,9) SST -PAT 15 2 100173 3/8" x 2" (9,5 x 50,8) SST -PAT 15 2 100199 3/8" x 2 1/4" (9,5 x 57,2) SST -PAT 15 2 100174 3/8" x 2 1/2" (9,5 x 63,5) SST -PAT 15 2 100175 3/8" x 2 3/4" (9,5 x 69,9) SST -PAT 15 2 100176 3/8" x 3" (9,5 x 76,2) SST -PAT 15 2 100168 3/8" x 3 1/4" (9,5 x 82,6) SST -PAT 15 2 100200 3/8" x 3 1/2" (9,5 x 88,9) SST -PAT 15 2 124460 3/8" x 3 3/4" (9,5 x 95,2) SST -PAT 15 2 100201 5/8" x 1 1/2" (15,9 x 38,1)SST-PAT 50 7 127551 5/8" x 1 1/2" (15,9 x 38,1)SST- 50 7 ANTI -SEIZE 100203 5/8" x 2 1/4" (15,9 x 57,2)SST-PAT 50 7 Hex Cap Screws Recommended Sizes Mat'l Torque Part # Inches mm or Grade Ft./lbs Kgm 100206 3/8" x 1" (9,5 x 25,4) SST -PAT 15 2 100208 3/8" x 1 1/2" (9,5 x 38,1) SST -PAT 15 2 100209 3/8" x 1 3/4" (9,5 x 44,4) SST -PAT 15 2 135682 3/8" x 3 1/8" (9,5 x 79,3) SST -PAT 15 2 135683 3/8" x 4 5/8" (9,5 x 117,5) SST 15 2 100214 3/8" x 5" (9,5 x 127) SST -PAT 15 2 121499 7/16" x 1 3/4" (11,1 x 114,3) SST -PAT 15 2 100216 1/2" x 1 1/4" (12,7 x 31,7) SST 15 2 131862 1/2" x 2 1/4" (12,7 x 57,1) SST -PAT 20 2.8 Carriage Bolts Recommended Sizes Mat'l Torque Part # Inches mm or Grade Ft./lbs Kgm 100135 5/16" x 1 1/4" (7,9 x 31,8) SST -PAT 5 0.7 100147 3/8" x 1 1/4" (9,5 x 31,8) SST -PAT 15 2 116017 3/8" x 1 1/2" (9,5 x 38,1) SST -PAT 15 2 100148 3/8" x 1 3/4" (9,5 x 44,5) SST -PAT 15 2 Flat Head Cap Screws (FHCS) No Pin* With Pin C�Z:D � 6Z:D Recommended Sizes Mat'l Torque Part # Inches mm or Grade Ft./lbs Kgm 148686 3/8" x 3/4" (9,5 x 19,05) SST -PAT 13 1.8 100252* 3/8" x 1 1/4" (9,5 x 31,8) SST -PAT 13 1.8 151421 3/8" x 1 1/2" (9,5 x 38,1) SST -PAT 13 1.8 148765 3/8" x 3 1/2" (9,5 x 88,9) SST -PAT 13 1.8 130824* 1/2" x 2 1/4" (12,5 x 57,2) SST 20 2.8 NOTE: These are recommended torque applications per fastener size. When fasteners are used with plastic or wood products, the torque specifications will be excessive and we recommend that the installer apply some caution when tightening the fasteners. Plastic or wood products should begin to deform slightly. Fasteners in- dicated with :"Pat" includes a locking patch type material and should cure for 72 hours for maximum strength. 601 7TH STREET SOUTH, DELANO, MINNESOTA 55328-8605 888-574-4678 LSI Install Help 888-438-6574 LSI Direct 763-972-5200 Int. FAX (763) 972-3185 9/& landscape structures® BHCS w/Pin Limited Thread Bolts Expansion Anchors (used To Secure Components To Concrete Slabs) ()::3 Recommended Sizes Mat'l Torque Part # Inches mm or Grade Ft./lbs K m 100290 3/8" x 7/8" (9,5 x 22,2)SST-PAT 21 3 100292 3/8" x 1 1/4" (9,5 x 31,8)SST-PAT 21 3 157704 7/16" x 2" (11,11 x 51) SST -PAT 40 5.5 127068 7/16" x 27/16" (11,11x61,91)SST-PAT 40 5.5 Lag Screws Sizes Mat'l Part # Inches mm or Grade Head Type 100127 5/16" x 1 1/4" (7,9 x 31,8) SST Hex Head 168198 3/8" x 1 1/2" (9,5 x 38,1) SST Button Head (Shown) 139039 3/8" x 2" (9,5 x 50,8) SST Button Head (Shown) Screw, Type AB Thread BHCS w/Pin a11:31 Mat'l Part # Size or Grade 129671 #14 x 1/2" SST 127872 #14 x 3/4" SST 136232 #14 x 1" SST 129672 #14 x 1 1/4" SST 216762 #14 x 1 3/4" SST Recommended Sizes Mat'l Torque Part # Inches mm or Grade Ft./lbs Kgm 187933 3/8" x 2" (9,5 x 50,8) Die Cast Zinc 15 2 100263 3/8" x 2 3/4"(9,5 x 69,9) Alloy Steel 15 2 100264 3/8" x 5" (9,5 x 127) Alloy Steel 15 2 100266 1/2" x 2 3/4" (12,7 x 69,9) Alloy Steel 20 2.8 176046 1/2" x 3 3/4"(12,7x 95,3) Alloy Steel 20 2.8 100267 1/2" x 5 1/2" (12,7 x 139,7)Alloy Steel 20 2.8 Drive Rivets NOTE: For more detail see drive rivet detail page. Part # Sizes Inches mm Mat'l Drive 100612 3/16" x 3/8" (4,7 x 9,5) Alum Rivet/Alum Pin Blind 100607 3/16" x 1/2" (4,7 x 12,7) Alum Rivet/SST Pin Blind 100609 1/4" x 3/16" (6,4 x 4,8) Alum Rivet/Alum Pin Blind 100611 1/4" x 3/8" (6,4 x 9,5) Alum Rivet/SST Pin Blind 113300 1/4" x 1/2" (6,4 x 12,7) Alum Rivet/Alum Pin Blind 100610 1/4" x 5/8" (6,4 x 15,9) Alum Rivet/SST Pin Blind 139152 1/4" x 3/4" (6,4 x 19,05) Alum Rivet/Alum Pin Blind 100613 1/4" x 7/8" (6,4 x 22,2) Alum Rivet/Alum Pin Blind 118158 1/4" x 1" (6,4 x 25,4) Alum Rivet/Alum Pin Blind Low Crown Cap Nut e Size Part # Inches Mat'l 100349 3/8" -16 UNC SST Sheet 2 of 9 Document #32514000 a/& landscape structures® Standard Hex Nuts O Sizes Mat'1 Part # Inches or Grade 216777 1/4-20 UNC SST 100326 5/16-18 UNC SST 100321 3/8-16 UNC SST -Pat 100327 3/8-16 UNC SST 128296 3/8-16 UNC (Jam Nut) SST 100328 7/16-14 UNC SST 145021 7/16-14 UNC (Jam Nut) SST 100322 1/2-13 UNC SST 129692 1/2-13 UNC SST -Pat 129693 1/2-13 UNC (Jam Nut) SST 100323 5/8-11 UNC SST Flange Nut w/Pin (9 Mat'1 Sizes or Grade Part # Inches 175006 192064 100353 5/16 x 18 UNC M 8 x 24 mm 3/8-16 UNC SST SST SST Flat Washers O.D. I.D. Mat'1 Sizes or Grade Part # Inches mm I.D. O.D. 133368 1/4" (6,3) Nylon 0.25 0.438 112501 3/8" (9,5) Nylon 0.413 0.787 122039 1/4" (6,3) SST 0.312 0.734 100362 3/8" (9,5) SST 0.406 1.002 234937 7/16" (11,1) SST 0.469 0.922 112793 7/16" (11,1) SST 0.505 1.262 100363 1/2" (12,7) SST 0.536 1.262 100366 5/8" (15,9) SST 0.688 1.75 123737 11/8" (28,6) SST 1.14 1.75 IS014001 'II Certified Curved Spring Washer O.D. I.D. Mat'1 Sizes or Grade Part # Inches mm I.D. O.D. 100380 1/2" (12,7) SST 0.531 0.795 SAE Flat Washers Part # Inches Sizes mm or Grade I.D. O.D. 100364 1/4" (6,35) SST 0.281 0.625 223956 5/16" (7,92) SST 0.344 0.688 100365 3/8" (9,5) SST 0.411 0.816 113550 1/2" (12,7) SST 0.531 1.062 129500 5/8" (15,9) SST 0.686 1.342 Fender Washers Sizes or Grade Part # Inches mm I.D. O.D. 100378 3/8" x 1 1/2" (9,53 x 38,1) SST 0.406 1.500 100379 1/2" x2" (12,7 x 50,8) SST 0.531 2.000 Tee Nut (PlayBooster Clamps) U Mat'1 Sizes or Grade Part # Inches 100351 3/8-16 UNC SST Sheet 3 of 9 Document #32514000 I& landscape structures® Set Screw C> Sizes Part # Inches mm 100298 3/8" x 7/16" (9,5 x 11,1) Bolt Link 0� Mat'1 or Grade Part # 138915 SST Double Clevis v0 0 01 0 Mat'1 or Grade Part # 138917 SST Mat'1 or Grade SST Offset Hanger Clamp (PlayBooster) Part # 113729 Mat'1 Cast Aluminum Half Clamp (PlayBooster) E :3 Mat'1 Part # 105327 Cast Aluminum Deck Hanger Clamp (PlayBooster) Part # Mat'1 106022 Cast Aluminum Sheet 4 of 9 Document #32514000 �I ISO 14001 landscape � I I structures® Certified Swing Hanger Clamp Part # 121289 Mat'll Cast Aluminum Ring/Rail Hanger Clamp (PlayBooster) Mat'1 Part # 105330 Cast Aluminum Frequently Used/ Searched Items Part # Descrintion 101219 Touch up Paint 141207 TenderTuff Touch up Qt 158882 PB 5i Post Cap w/ Logo 148623 White Cap (Driver Panel) 138717 TenderTuff Repair Kit 127179 5/8" x 3/8" Bushing SST 156962 5/8" x 1/2" Bushing SST 108184 Cap Cover (white) 108185 Cap Cover B (white) 196319 Bolt Link Spacer 223957 5/16" Blind Insert (used in permalene) Offset Bolt Bracket (PlayShaper) Part # 113895 Hex -Pin Allen Wrench Part # Mat'1 Cast Aluminum Hex -Pin Driver 100685 Hex -Pin Allen Wrench 100686 Hex -Pin Driver (Used With A 5/16" Socket) 6-Lobe Wrench Bit Holder Efl 6-Lobe Torx-Pin Driver Driver Part # Description 148680 6-Lobe Wrench (T-40) 146017 6-Lobe Wrench (T-45) 146007 6-Lobe Driver (T-45) (Used With A 5/16" Socket) 127463 Torx-Pin Driver (T-27) (Used With A 1/4" Socket) 146164 Bit Holder 5/16" Hex x 3/8" Drive Sheet 5 of 9 Document #32514000 9/& landscape structures® HOW TO DETERMINE BOLT LENGTHS Example shows a 1 1/4" long plow bolt. Measurement method also applies to flathead cap screws. Example shows a 1 1/4" long BH cap screw. Measurement method also applies to hex cap screws, limited thread bolts, lag screws and carriage bolts. INCH ' 1 2 ' 3' 4' 5' 6 mm 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1 II�IIIIIIII�IIIIIIIII�IIIIIIIII1IIIIIIIII1IIill IIII1IIIIIIIII1IIIIIIIII1IIIill III1IIIIIIIII1IIIIIIIIIIIIIIIIIill IIIIIIII�IIIIIIIII�IIIIIIIII�III Rule: Measurements should be based on the part of the screw that penetrates the surface. Sheet 6 of 9 Document #32514000 9/& landscape structures® General Rules For Use Of Drive Rivets •Rivets are used to provide additional assurance for load carry capacity. •Refer to the Spec Sheet Parts List and follow Installation Instructions for each component. •Decks and Overhead Events always need rivets. Typical Half Clamp Rivet Pin r � i i i Typical PlayBooster Post IMPORTANT '/4" Hole i NOTE: Use Only Bit Size "F" or'/4" Drill Bit. After Play Component Assembly is Complete, Drill Hole into Post Through Half Clamp, Insert Rivet in Hole, and Hammer Rivet Pin in Until it is Flush with Head. 11-22-99 129847a0 129847b0 Sheet 7 of 9 Document #32514000 Drive Rivets Details GL = Grip Length OL = Overall Length Drive Rivet Common Use 100609 1/4" x 3/16" GL (6,4 x 4,8) To plug holes 1/4" x 11/32" OL (6,4 x 8, 7) in posts Alum Rivet/Alum Pin 100611 1/4" x 3/8" GL (6,4 x 9,5) 218924 192691 1/4" x 17/32" OL (6,4 x 13, 5) Locking Clamp Post Topper Alum Rivet/ SST Pin 100610% 1/4" x 5/8" GL (6,4 x 15,9) 105327 195922 156806 1/4" x 51/64" OL (6,4 x 20, 2) 5" Half Clamp Rope Clamp Pod Casting Alum Rivet/ SST Pin Other Speciality Drive Rivets 100613 1/4" x 7/8" GL (6,4 x 22,2) 113300 1/4" x 63/64" OL (6,4 x 25, 4) 1/4" x 1/2" GL (6,4 x 12,7) Alum Rivet/Alum Pin 1/4" x 21/32" OL (6,4 x 16, 7) Alum RiveUAlum Pin v 118158 139152 1/4" x 7/8" GL (6,4 x 25,4) 1/4" x 3/4" GL (6,4 x 19,05) 1/4" x 1 5/32" OL (6,4 x 29, 3) 1/4" x 29/32" OL (6,4 x 23, 0) Alum Rivet/Alum Pin Alum RiveUAlum Pin Sheet 8 of 9 Document #32514000 Post Offset Post Hanger Clamp Half Clamp \ BHCS w/Pin Tee Nut 1) Drive Center Pin of Rivet Straight into Post Using '/g" Diameter Punch and Hammer. 2) Unbolt BHCS w/Pin and Tee Nuts from Clamp Using Tamperproof Hex Wrench. Remove Offset Hanger Clamp. Lightly Tap on Half Clamp with Hammer Until Head of Drive Rivet Pulls Away From Half Clamp. 3) Pull Out Drive Rivet Using Claw End of Hammer. Tools Needed: • Claw Hammer • '/8' Diameter Steel Punch • Tamperproof Hex Wrench Sheet 9 of 9 Document #32514000 ECO# 0102410 Document 32514000 replaces 26150400. Additional Part information added. Thank you for selecting Landscape Structures for your park and playground equipment. Landscape Structures takes great pride in assuring that your shipment was effectively packaged and complete. Smaller parts may be individually packaged or nested with larger parts. Here is a checklist to follow when unloading and unpacking your shipment. At Time Of Delivery (before the driver leaves) ❑ The quantity of shipping units should be compared to the shipping unit quantities shown on the bill of lading. If they do not match, note the discrepancy on the driver's copy of the bill of lading before signing (see reverse side for an example of a bill of lading). ❑ Inspect each piece of equipment for signs of damage (i.e. torn packaging, punctures, etc.). Freight damage notations should be listed on the bill of lading and communicated to the driver with as much detail as possible in order to avoid controversy at a later date should a claim be necessary. ❑ Make sure all shipping units you receive are actually addressed to you as trucks may carry multiple shipments. Post Delivery Inspection Each piece of equipment should be checked off against your packing list and placed in a secure area until you're ready to begin installation. If for some reason you are missing equipment, please contact your Landscape Structures Sales Representative (see reverse side for an example of a packing list). ❑ When inspecting, please try to minimize the amount of tearing of the packaging and do not dispose of packaging materials/labels until installation is complete. The information on the packaging labels may be needed in the event that the manufacturer needs to be contacted. If concealed damage is found, please contact your "4 Landscape Structures Sales Representative within T _. 15 days from the time of delivery to protect your rights as the consignee. E-1 men 3/13/20N 8s1:09.All Inc kl Landscape i This is where your play structure was Sample Shipping Label p pp g structures Inc. manufactured and shipped from landscape structures, 1101 McKinley Parkway Delano, MN 55328 Your sales order number SO-00138697 Total LPs This barcode is a unique identifier 5 This letter is the Pack & Mark code that helps ensure that all the units __-- —_ PI LP Type for your project are loaded onto =_ s the truck for shipping P L-0434851— Refer to this pallet ID number to match shipping units with the Total number of units BOX- 1 Crate- 1 PC-0 Skid-3 appropriate packing list shipped for your project; in T,,, Hollydale Community Park this example there would be 12221 Industrial Ave 3 skids, 1 crate and 1 box. This is the name and South Gate, CA 90280 The Shipping Label will address of where this be on all of the Skids, shipment was delivered p Mdbr: HUBydaleCommuni"Park Pieces and Crates PO#: PO#HCP-009 PL-0434851 shipped to you. Sample Packing List / /„ Landscape Structures Inc U � � � 1101 McKinley Parkway Delano, MN 55328 landscape Phone: 763-972-5200 Fax: 763-972-3185 structures® Web: www.playlsi.com Your sales order number Packing List for Bates order. SO-00145059-B Pallet Id: LP0000173258 Skid Type of shipping unit Project Name: Granite Ridge Park - Upgrades Oty Part# Color Description Pallet ID number that -1.00 124867 171 Granite/Graphite RH DBL ELBOW SLIDEWINDER20/ 171 Granite/Graphite corresponds to the shipping label Sample Product Label 146343 91jvaEnais3/1A/292495539AM 1 EA Part number �rnF. 317 Limon f. •� TALK TUBE 48i DK PINT Color code and Description MIF _0048256 Dest: 601 PL STD Sales Ord: So-00150318-A Your sales order number Ser#: SN0000041609 H Loc.601-CS-217 Due Date: 02/ 14 Kit Area: 601 PL STD Wgt: 15.064 Route: 650.657.657B.603 Prep.603 (101 13/16) k& landscape structures® This picture represents the part supplied Sample Bill of Lading `Mx"su^"" IIIIIIIIIIIIYIIII i e:�rn�xtMae��sq Pnor�zana. cnao� eesaeeea4e � uneeMing du otl�i�mirgaz��4 1 ISOIS014i oo' r9alirEff NMI Certified 601 7th St. South, Delano, MN 55328 Tel 763.972,5200 888.438.6574 playlsi.com #342322 ©2024 Landscape Structures Inc. 755-2709 ❑ Thoroughly unpack all parts and display for easy identification. ❑ Arrange individual hardware packages and assign one person to be responsible for distributing hardware during installation. Do not mix or borrow hardware from other packages. Verify hardware sizes and types to the individual specification/ instruction sheets. ❑ Is the hardware crate completely empty? Many times there are multiple layers of parts in the crate. Clamps and hardware may be found underneath protective layers of cardboard. ❑ Was the shipment broken down during unloading or storage? Were parts stored in different locations? ❑ If a part appears to be missing, check the packing list prior to contacting your Landscape Structures Sales Rep. If you have a problem with missing, broken or incorrect parts, please contact your Landscape Structures Sales Representative. Note some of the following information to expedite the processing of your request... ❑ Identify the sales order number for your order and provide it to your Sales Representative. ❑ Was the part lost or damaged during shipment? Was the bill of lading signed for as damaged or was the damage discovered later? ❑ Was the part lost or damaged during installation? ❑ Did you receive a part different than what you ordered? Wrong color? Wrong quantity? ❑ Was the item labeled properly?' ❑ Inform the Sales Rep of the information on the shipping label (see reverse side for an example of a shipping label). Sample Shipping Label Your sales order number This barcode is a unique identifier that helps ensure that all the units for your project are loaded onto the truck for shipping Total number of units shipped for your project; in this example there would be 3 skids, 1 crate and 1 box. This is the name and address of where this shipment was delivered Sample Packing List E1 r as 3/19/20M 0:31:09 AN Frm: Landscape This is where your play structure was landscape Structures Inc. manufactured and shipped from structures, 1101 McKinley Parkway Delano, MN 55328 S0-00138697 Total Ps This letter is the Pack & Mark code PL LP Type S PL-04348 rJ �— Refer to this pallet ID number to match shipping units with the BOX - 1 Crate - 1 PC - 0 Skid - 3 appropriate packing list T1 Hollydale Community Park 12221 Industrial Ave South Gate, CA 90280 The Shipping Label will be on all of the Skids, Mark'° HullydaleCommcnityPark Pieces and Crates P09: PO#HCP-009 PL-0434851 shipped to you. 91h Landscape Structures Inc 1101 McKinley Parkway Delano, MN 55328 landscape Phone: 763-972-5200 Fax: 763-972-3185 structures® Web: www.playlsi.com Packing List for Sales Order, SO-00145059-B Project Name: Granite Ridge Park - Upgrades Orly Part# Color -1.00 124867 171 Granite/Graphite Pallet Id: LP0000173258 Skid Description I RH DBL ELBOW SLIDEWINDER28/ 171 Granite/Graphite Sample Product Label Your sales order number Type of shipping unit Pallet ID number that corresponds to the shipping label 146343 &Ifatlnals3/10/M34A:55:3E part number 317 Limon 1 EA TALK TUBE 48i DK PNT Color code and Description MFG-0048256 Dest: 601 PL STD Sales Ord: SO-00150318-A Your sales order number Ser #: SN0000041609 Hk/Loc601-CS-217 Due Date: 02/ 14 Kit Area: 601 PL STD Wgt: 15.064 Route: 650.657.657B.603 Prep.603 This picture represents the part supplied k& � landscape 1 ISOIS014i 0m structures, Certified 601 7th St. South, Delano, MN 55328 Tel 763.972,5200 888.438.6574 playlsi.corn #342323 ©2024 Landscape Structures Inc. 755-2708 Thank you for selecting Landscape Structures for your park and playground equipment. Landscape Structures takes great pride in assuring that your shipment was effectively packaged and complete. Smaller parts may be individually packaged or nested with larger parts. Here is a checklist to follow when unloading and unpacking your shipment. At Time Of Delivery (before the driver leaves) ❑ The quantity of shipping units should be compared to the shipping unit quantities shown on the bill of lading. If they do not match, note the discrepancy on the driver's copy of the bill of lading before signing (see reverse side for an example of a bill of lading). ❑ Inspect each piece of equipment for signs of damage (i.e. torn packaging, punctures, etc.). Freight damage notations should be listed on the bill of lading and communicated to the driver with as much detail as possible in order to avoid controversy at a later date should a claim be necessary. ❑ Make sure all shipping units you receive are actually addressed to you as trucks may carry multiple shipments. Post Delivery Inspection Each piece of equipment should be checked off against your packing list and placed in a secure area until you're ready to begin installation. If for some reason you are missing equipment, please contact your Landscape Structures Sales Representative (see reverse side for an example of a packing list). ❑ When inspecting, please try to minimize the amount of tearing of the packaging and do not dispose of packaging materials/labels until installation is complete. The information on the packaging labels may be needed in the event that the manufacturer needs to be contacted. If concealed damage is found, please contact your "4 Landscape Structures Sales Representative within T _. 15 days from the time of delivery to protect your rights as the consignee. E-1 men 3/13/20N 8s1:09.All Inc kl Landscape i This is where your play structure was Sample Shipping Label p pp g structures Inc. manufactured and shipped from landscape structures, 1101 McKinley Parkway Delano, MN 55328 Your sales order number SO-00138697 Total LPs This barcode is a unique identifier 5 This letter is the Pack & Mark code that helps ensure that all the units __-- —_ PI LP Type for your project are loaded onto =_ s the truck for shipping P L-0434851— Refer to this pallet ID number to match shipping units with the Total number of units BOX- 1 Crate- 1 PC-0 Skid-3 appropriate packing list shipped for your project; in T,,, Hollydale Community Park this example there would be 12221 Industrial Ave 3 skids, 1 crate and 1 box. This is the name and South Gate, CA 90280 The Shipping Label will address of where this be on all of the Skids, shipment was delivered p Mdbr: HUBydaleCommuni"Park Pieces and Crates PO#: PO#HCP-009 PL-0434851 shipped to you. Sample Packing List / /„ Landscape Structures Inc U � � � 1101 McKinley Parkway Delano, MN 55328 landscape Phone: 763-972-5200 Fax: 763-972-3185 structures® Web: www.playlsi.com Your sales order number Packing List for Bates order. SO-00145059-B Pallet Id: LP0000173258 Skid Type of shipping unit Project Name: Granite Ridge Park - Upgrades Oty Part# Color Description Pallet ID number that -1.00 124867 171 Granite/Graphite RH DBL ELBOW SLIDEWINDER20/ 171 Granite/Graphite corresponds to the shipping label Sample Product Label 146343 91jvaEnais3/1A/292495539AM 1 EA Part number �rnF. 317 Limon f. •� TALK TUBE 48i DK PINT Color code and Description MIF _0048256 Dest: 601 PL STD Sales Ord: So-00150318-A Your sales order number Ser#: SN0000041609 H Loc.601-CS-217 Due Date: 02/ 14 Kit Area: 601 PL STD Wgt: 15.064 Route: 650.657.657B.603 Prep.603 (101 13/16) k& landscape structures® This picture represents the part supplied Sample Bill of Lading `Mx"su^"" IIIIIIIIIIIIYIIII i e:�rn�xtMae��sq Pnor�zana. cnao� eesaeeea4e � uneeMing du otl�i�mirgaz��4 1 ISOIS014i oo' r9alirEff NMI Certified 601 7th St. South, Delano, MN 55328 Tel 763.972,5200 888.438.6574 playlsi.com #342322 ©2024 Landscape Structures Inc. 755-2709 ❑ Thoroughly unpack all parts and display for easy identification. ❑ Arrange individual hardware packages and assign one person to be responsible for distributing hardware during installation. Do not mix or borrow hardware from other packages. Verify hardware sizes and types to the individual specification/ instruction sheets. ❑ Is the hardware crate completely empty? Many times there are multiple layers of parts in the crate. Clamps and hardware may be found underneath protective layers of cardboard. ❑ Was the shipment broken down during unloading or storage? Were parts stored in different locations? ❑ If a part appears to be missing, check the packing list prior to contacting your Landscape Structures Sales Rep. If you have a problem with missing, broken or incorrect parts, please contact your Landscape Structures Sales Representative. Note some of the following information to expedite the processing of your request... ❑ Identify the sales order number for your order and provide it to your Sales Representative. ❑ Was the part lost or damaged during shipment? Was the bill of lading signed for as damaged or was the damage discovered later? ❑ Was the part lost or damaged during installation? ❑ Did you receive a part different than what you ordered? Wrong color? Wrong quantity? ❑ Was the item labeled properly?' ❑ Inform the Sales Rep of the information on the shipping label (see reverse side for an example of a shipping label). Sample Shipping Label Your sales order number This barcode is a unique identifier that helps ensure that all the units for your project are loaded onto the truck for shipping Total number of units shipped for your project; in this example there would be 3 skids, 1 crate and 1 box. This is the name and address of where this shipment was delivered Sample Packing List E1 r as 3/19/20M 0:31:09 AN Frm: Landscape This is where your play structure was landscape Structures Inc. manufactured and shipped from structures, 1101 McKinley Parkway Delano, MN 55328 S0-00138697 Total Ps This letter is the Pack & Mark code PL LP Type S PL-04348 rJ �— Refer to this pallet ID number to match shipping units with the BOX - 1 Crate - 1 PC - 0 Skid - 3 appropriate packing list T1 Hollydale Community Park 12221 Industrial Ave South Gate, CA 90280 The Shipping Label will be on all of the Skids, Mark'° HullydaleCommcnityPark Pieces and Crates P09: PO#HCP-009 PL-0434851 shipped to you. 91h Landscape Structures Inc 1101 McKinley Parkway Delano, MN 55328 landscape Phone: 763-972-5200 Fax: 763-972-3185 structures® Web: www.playlsi.com Packing List for Sales Order, SO-00145059-B Project Name: Granite Ridge Park - Upgrades Orly Part# Color -1.00 124867 171 Granite/Graphite Pallet Id: LP0000173258 Skid Description I RH DBL ELBOW SLIDEWINDER28/ 171 Granite/Graphite Sample Product Label Your sales order number Type of shipping unit Pallet ID number that corresponds to the shipping label 146343 &Ifatlnals3/10/M34A:55:3E part number 317 Limon 1 EA TALK TUBE 48i DK PNT Color code and Description MFG-0048256 Dest: 601 PL STD Sales Ord: SO-00150318-A Your sales order number Ser #: SN0000041609 Hk/Loc601-CS-217 Due Date: 02/ 14 Kit Area: 601 PL STD Wgt: 15.064 Route: 650.657.657B.603 Prep.603 This picture represents the part supplied k& � landscape 1 ISOIS014i 0m structures, Certified 601 7th St. South, Delano, MN 55328 Tel 763.972,5200 888.438.6574 playlsi.corn #342323 ©2024 Landscape Structures Inc. 755-2708 k& dhm landscape IS014001 structures® N. I.D. I A(ft-in) B(ft-in) DIA(in) 1 Al 6'-6112" 14'-3" 8 2 A2 8'-0112" 13'-7" 8 Certified SAFETY NOTE Choose a protective surfacing material that has a Critical Height Value of at least the height of the Highest Accessible Part/Fall Height of the adjacent equipment. (Ref. AST F1487.) Reference points are given to determine the extent of the use zone requirement. (All and Al are ref. 3 A3 T-5" 12'-2" 14 points) 4 A4 11'-11" 12'-1112" 14 5 A5 12'-3" 8'-8" 14 6 A6 14'-2" T.6" 12 7 A7 15'-8" 8'-8" CAI 14 8 A8 15'-5" 12'-1" 14 / 9 A9 19'-5" 12'-3112" 8 / \ 10 A10 19'-6" 11'-1112" 8 � \ 11 A11 25'-6" 15'-7" REF PT 12 Al2 16'-1" 18'-3112" 12 6' 13 A13 14'.7" 18'-3112" 12 / 14 A14 19'-3" 24'-101/2" REF PT 15 A15 9'.5" 22'-3112" 12 J 1 I LayoutAB • • Page 1 601 7TH STREET SOUTH, DELANO, MINNESOTA 55328-8605 888-574-4678 LSI Install Help 888-438-6574 LSI Direct 763-972-5200 Int. FAX (763) 972-3185 k& landscape structures lw� ISO 14001 NNI SAFETY NOTE Choose a protective surfacing material that has a Critical Height Value of at least the height of the Highest Accessible Part/Fall Height of the adjacent equipment. (Ref. ASTM F1487.) Certified Use zone, reference point coordinates can be used to relocate the A and/or B point if use zone encroachment is discovered. TREE is AB Layout Method Page 2 © 2024 By Landscape Structures. All rights reserved. Document #34202800 k& dhm landscape IS014001 structures® N. I.D. I A(ft-in) B(ft-in) DIA(in) 1 Al 6'-6112" 14'-3" 8 2 A2 8'-0112" 13'-7" 8 Certified SAFETY NOTE Choose a protective surfacing material that has a Critical Height Value of at least the height of the Highest Accessible Part/Fall Height of the adjacent equipment. (Ref. AST F1487.) Reference points are given to determine the extent of the use zone requirement. (All and Al are ref. 3 A3 T-5" 12'-2" 14 points) 4 A4 11'-11" 12'-1112" 14 5 A5 12'-3" 8'-8" 14 6 A6 14'-2" T.6" 12 7 A7 15'-8" 8'-8" CAI 14 8 A8 15'-5" 12'-1" 14 / 9 A9 19'-5" 12'-3112" 8 / \ 10 A10 19'-6" 11'-1112" 8 � \ 11 A11 25'-6" 15'-7" REF PT 12 Al2 16'-1" 18'-3112" 12 6' 13 A13 14'.7" 18'-3112" 12 / 14 A14 19'-3" 24'-101/2" REF PT 15 A15 9'.5" 22'-3112" 12 J 1 I LayoutAB • • Page 1 601 7TH STREET SOUTH, DELANO, MINNESOTA 55328-8605 888-574-4678 LSI Install Help 888-438-6574 LSI Direct 763-972-5200 Int. FAX (763) 972-3185 k& landscape structures lw� ISO 14001 NNI SAFETY NOTE Choose a protective surfacing material that has a Critical Height Value of at least the height of the Highest Accessible Part/Fall Height of the adjacent equipment. (Ref. ASTM F1487.) Certified Use zone, reference point coordinates can be used to relocate the A and/or B point if use zone encroachment is discovered. TREE is AB Layout Method Page 2 © 2024 By Landscape Structures. All rights reserved. Document #34202800 S & landscape structures@ PLAN VIEW FOOTING LAYOUT Ramp Typical Concrete 1Q LI' /Footing % d Exit Plate 42 Wall 1070 Accessible Route Post Ramp (See Plan For Height) gem IS014001 ELEVATION VIEW NOTE: Install in conjunction with ramp. Refer to appropriate Bridge/ Ramp installation sheet. SAFETY NOTE Choose a protective surfacing material that has a Critical Height Value of at least the height of the Highest Accessible Part/Fall Height of the adjacent equipment.(Ref.ASTM F1487.) Certified Typical PlayBooster 180 Post Ramp Berm Exit Plate Level Accessible Route Varies Berm Wall (2)3/8" Flat Washers lz) 0 nalr w/ 3/8" Hex Patch Clamps Ramp Nuts "l"" �' \ �" BHCS \ "- "" = '" I / w/Pin %\ "" -=`' ws Tee Nut �� "" `" Ramp Berm Exit Plate ' (2) Deck o ,Hanger ' < Clamps 00 0 23 314 6p3 1 (2) 1/4" x 5/8" 63�8 36 Ali Drive Rivets 62 g2l Hardware Supplied With Bridge Ramps. (2) 1/4" x 2" Drive Anchors w/ 1/4" Flat Washers or (2) 3/8" x 2" BHCS w/Pin Lag Screws w/ 3/g" Flat Washers For applications where the tran- sition from ramp to accessible i route is level (+ 20) • Berm Exit Plate 601 7TH STREET SOUTH, DELANO, MINNESOTA 55328-8605 (763) 972-3391 1-888-LSI-INST (1-888-574-4678) FAX (763) o 2003DocurrE- 224 kk landscape structures, J : \SPECS \ 144\ 14432 500. P 65 Parts List PlayBooster 120325 Ramp Berm Exit Plate Part# Description Qty. 120322-00 Ramp Berm Exit Plate, Brown ................................. 1 105327-01 5" Half Clamp, Specify Color .................................. 2 106022-00 5" Deck Hanger Clamp, Specify Color ................... 2 120439-00 Berm Exit Hardware Package ............................... 1 100198-00 3/s" x 1 Vs" BHCS w/Pin, SST .................................. 4 100321-00 3/s" Hex Patch Nut, SST ............................................ 2 100351-00 1/8" Tee Nut, SST ........................................................ 4 100362-00 1/8" Flat Washer, SST ................................................. 2 100610-00 '/," x 5/8" Drive Rivet, AL/SST................................. 2 129321-00 2-Hole (SM) Hardware Package ........................... 1 100261-00 '/," x 2" Drive Anchor ............................................... 2 122039-00 '/4" Flat Washer, SST ................................................. 2 120441-00 Exit Plate (To Wood Berm) Hardware Package 1 139039-00 3/s" x 2" BHCS w/Pin Lag Screw, SST .................... 2 100362-00 1/8" Flat Washer, SST ................................................. 2 SM = Surface Mount Specifications Berm Exit Plate: Fabricated from 10 GA (.135") HRPO steel plate with 3/8" x 1" stainless steel mounting stud. 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) perASTM F 879 unless otherwise indicated (see specific prod- uct installation/specifications). Installation Time: Approx. 1 1/2 man hours Weight: 30 lbs. Installation Instructions 1) Install exit plate in conjunction with ramp. NOTE: If you are pro- viding a berm with a wall at the Ramp Entrance/Exit, the height of the wall is critical and must be coordinated with the Playstructure Installation. See your plan for the proper height. This retaining wall must not encroach the use zone for the ramp. 2) Mark posts for the appropriate height of the exit plate you are install- ing. 3) Attach deck hanger clamps to marked position on posts using 1/8" x 1 '/g" BHCS w/pin with 1/8" tee nuts. Refer to the Typical Offset Hanger Clamp Spec Sheet. 4) Attach ramp berm exit plate to deck hanger clamps using 3/8" hex patch nuts with 3/8" flat washers, as shown. 5) Attach berm exit plate to assembled ramp using 3/8" x 1 '/8" BHCS w/pin with 3/8" flat washers and 3/8" standard hex nuts with 3/8" flat washers, as shown. 6) (Surface Mount) Using a hammer drill and 1/4" masonry bit, drill anchor bolt holes into concrete slab 2" deep through holes in ramp exit plate. Tap '/4" x 2" drive anchors into holes with '/4" flat washers, as shown. (To Wood Berm) Secure ramp exit plate using 3/8" x 2" BHCS w/pin lag screws with 3/8" flat washers, as shown. 7) Install '/4 x 5/8" drive rivets in all 5" half clamps. Refer to the Typical Offset Hanger Clamp Spec Sheet. 8) Install protective surfacing before users are allowed to play on the structure. Eco #51184 Document #14432500 replaces #12931000. Replaced BH lag screw with hex -pin lag screw. k& landscape structuresm PLAN VIEW/FOOTING LAYOUT 0 Deck Deck o 12 " 3120 Typical PlayBooster Post V, Protective Surfacing I I I I I I (4) Curb Sections SAFETY NOTE Choose a protective surfacing material that has a Critical Height Value of at least the height of the Highest Accessible Part/Fall IS0001 Height of the adjacent equipment. (Ref. IMIII Certified ASTM F1487.) 15812000 (6) Ramp Handrails DETAIL RAMP HANDRAIL ATTACHMENT (6) Ramp - — Handrails (12) 5" Half (24) 3/$„ X 7/8„ Clamps BHCS w/Pin I .. (24) 3/$" Tee Nuts I I I I I I I I I I � I Ramp I I I I I I I I I � I I 1 I I I I I I I I I I I I I I I I I 1 h-o_,11 I � I I I 1 O /dam O% �p p C I T o I C/ Of C/o Of Cl) I I I I O C/oOOf PlayBooster'91 156232Ramp,w/Guardrailfflandrails, 501 7TH STREET SOUTH, DELANO, MINNESOTA 55328-8605 888-574-4678 LSI Install Help 888-438-6574 LSI Direct 763-972-5200 Int. FAX (763) 972-3185 o 2013 by Landscape Structures. All rights reserved. Document #19024600 kk landscape structures' Parts List PlayBooster° 156232 Ramp, w/Guardrail/Handrails, ASTM Part# Description Qty. 105327 5" Half Clamp, Specify Color......................................12 145098 Ramp Handrail, Specify Color......................................6 100610 1/4" x 5/," Drive Rivet, AL/SST.....................................12 150862 Ramp, Specify Color.....................................................1 129396 Bridge/Ramp Curb, Specify Color................................4 106692 Curb Hardware Package.........................................1 100196 '/," x'/," BHCS w/Pin, SST.........................................20 100353 '/," Flange Nut w/Pin, SST...........................................20 100362 '/," Flat Washer, SST....................................................20 151570 Bridge/Ramp Hardware Package ..........................1 100198 '/8" x 1 V," BHCS w/Pin, SST.......................................8 100327 '/8" Standard Hex Nut, SST ........................................... 8 100362 '/8" Flat Washer, SST....................................................16 113027 '/," x 1'/," BHCS w/Pin, SST.......................................2 146212 Ramp Handrail Hardware Package ........................1 100196 '/," x'/," BHCS w/Pin, SST.........................................24 100351 s/8" Tee Nut, SST...........................................................24 Soecifications Ramp Handrail: Weldment comprised of 1.25" x 12 Ga. (.109" Wall) galvanized steel tubing, and V " x 1 3/4' steel half clamp. Finish: ProShielY, color specified. Bridge/Ramp: Weldment comprised of 12 GA (.105") sheet HRPO steel conforming to ASTM A10I I and 3/ " HR flat steel. Standing surface is perforated with �6/,," diam- eter holes. Finish: TenderTuff1T1, color specified. Curb: Compression molded solid color 3/4" thick x 5" high U.V. stabilized high -density polyethylene with all edges eased, color specified. Clamp: Cast aluminum. Finish: ProShield, color specified. Fasteners: Primary fasteners shall be socketed and pinned tam- perproof in design, stainless steel (SST) perASTM F 879 unless otherwise indicated (see specific product installation/specifications). Installation Time: Approx. 3 man hours Weight: 435 lbs. with Curbs 405 lbs. without Curbs Installation Instructions 1) With posts and decks in position, mark clamp locations on posts at the specified height shown. 2) Set Ramp on decks. Fasten Ramp to decks using 3/$" x 1 1/8" BHCS w/pin with 3/$" flat washers and 3/$" standard hex nuts with 3/8" flat washers. Refer to the Ramp Attachment Detail. NOTE: Ifyour having trouble attaching the '/8"x 1 '18" BHCS w/pin due to the thickness of the TenderTuff, use 3/8"x 1318"BHCS w/pin, tighten then replace with '18"x 1 '18"BHCS w/pin. 3) Attach ramp handrails to posts at height shown using 5" half clamps, 3/8" x'/8" BHCS w/pin and 3/$" tee nuts Refer to the Ramp Handrail Attachment Detail. 4) Attach (4) curb sections to faces of Ramp in position shown using 3/8" x 7/g" BHCS w/pin with Y." flat washers and %11 flange nuts w/pin. Refer to the Curb Attachment Detail. 5) Install'/4' x 5/8" drive rivets in all 5" half clamps. Refer to the Offset Hanger Clamp Spec Sheet. 6) Install protective surfacing before users are allowed to play on the structure. Eco #54760 Changed height of lowest handrail. k& landscape structuresm Typical Deck Max. 72" Deck Ramp DETAIL RAMP ATTACHMENT (Bottom View) (8) 3/ " Standard Hex �Uts w/ 3/8" Flat Washers DETAIL CURB ATTACHMENT \--/ ,3 . y Nuts w/Pin Ramp mp (8) 3/$ X ,/$ BRCS w/Pin w/ 3/$" Flat Washers (4) Curb Sections Typical Deck r' (20) 3/ n X 7/ rr BHCS w/Pin w/ 3/ " Flat Was6rs Max. 72" Deck NOTE: If your having trouble attaching the 3/$" x 1 '/ " BHCS w/Pin due to the thickness of the TenderTuff, use 3/ " x 1 3/ " BHCS w/Pin, tighten then replace with 83/$" x ' 1/8" BHCS w/Pin. 158118a 601 7TH STREET SOUTH, DELANO, MINNESOTA 55328-8605 888-574-4678 LSI Install Help 888-438-6574 LSI Direct 763-972-5200 Int. FAX (763) 972-3185 (D 2013 by Landscape Structures. All rights reserved. Document #19024600 k& landscape structures° lighm IS014001 DETAIL SWIGGLEKNOTS BRIDGE - GROUND LEVEL DETAIL POD CABLE ATTACHMENT (7) .439" 1. D. x 1.156" Bushings - (14) Connecting Plugs (7) Pod Cable m Assemblies Cable D Cable C —Cable A Protective '�$ s/1fi, 21 13/1s" Surfacing Chain Chain 24 5/1s' DETAIL chain CHAIN ATTACHMENT (4) 3/81 x 7/8„ t� (4) Cables BHCS w/ Pin Limited Thread Beam (7)Tabs _(7)7/1 6" x 2" BHCS w/Pin Limited Thread (8) 3/8. x 1/s..i BHCS w/Pin SAFETY NOTE Choose a protective surfacing material that has a Critical Height Value of at least the height of the Highest Accessible Part/Fall Height of the adjacent equipment. (Ref. ASTM F1487.) 24321200 DETAIL BEAM ATTACHMENT (4) 5" Half Beam Clamps V], Post Cable ' Cable B Cable _____ o A (24) Cable o Ball Knots o , - 0 0 N o Cable °' D 18 s/1," 31 13/16" Chain Chain 21 13/15" �24 5/16" Chain DETAIL Chain CABLE BALL KNOT ATTACHMENT ( (24) Cable Ball Knots �(4) Links (4) 3/8" x 1 1/4 — BHCS w/Pin (4) Chains (6) Limited Thread PlayBooster'0 193171 Swij 601 7TH STREET SOUTH,. MINNESOTA 55328-8605 © 2015 by Landscape Structures. All rights reserved. Of np (4) 1/4" x 5/$ Drive Rivets (8) 3/8" Tee Nuts (24) 3/81' x 1 1/2" BHCS w/Pin with 3/81' SAE Flat Washers IeKnotsTM Bridge, 123" Sheet 1 of 4 9/& landscape structures", IS014001 DETAIL SWIGGLEKNOTS BRIDGE - GROUND TO DECK (2) 3/8" Tee Nuts 5" Half Clamp DETAIL GRAB BAR ATTACHMENT C, 0 rn r` O M In N Post SAFETY NOTE Choose a protective surfacing material that has a Critical Height Value of at least the height of the Highest Accessible Part/Fall Height of the adjacent equipment. (Ref. ASTM F1487.) 194970c 1/nx5/" a a Drive Rivet (2) 3/8 , x 7/8 BHCS w/Pin Grab Bar fop Of lamp Grab Bar I 16" Deck Max. Prote( Surfa( .193171 wlayBoosterlg'• • • Bridge, 601 7TH STREET SOUTH, DELANO, MINNESOTA 55328-8605 888-574-4678 LSI Install Help 888-438-6574 LSI Direct 763-1 o 2015 by Landscape Structures. All rights reserved. k& landscape structuresm (2) Grab Bars 16" De( Max. Protel Surfai PlavBoosterO SAFETY NOTE Choose a protective surfacing material that lam has a Critical Height Value of at least the height of the Highest Accessible Part/Fall ISO 14001 Height of the adjacent equipment. (Ref. Certified ASTM F1487.) 194970d DETAIL SWIGGLEKNOTS BRIDGE - DECK TO DECK DETAIL GRAB BAR ATTACHMENT rx5/ n a Rivets (4) 3/81, x 7/811 BHCS w/Pin Grab Bars Top Of Clamp J , i J 16" Deck Max. 193171 SwiggleKnotsTM Bridge, 123" Sheet 2of4 © 2015 by Landscape Structures. All rights reserved. Document 9/& landscape structures" IS014001 PLAN VIEW/FOOTING LAYOUT SAFETY NOTE Choose a protective surfacing material that has a Critical Height Value of at least the height of the Highest Accessible Part/Fall Height of the adjacent equipment. (Ref. ASTM F1487.) PlavBooster° 193171 SwiggleKnotsTM Bridge, 123" 194970e © 2015 by Landscape Structures. All rights reserved. U`/& landscape structuresm (3) 1 5/, Long S (3) 3/8'. x 7/811 BHCS w/Pir Limited Thr( (6) 5/8ii O.D. Long Bushi (3) 3/al BHC,r Limited Thread DETAIL (7) Chains Jig_ — (7) Bolt - + Links - - (7) Footers (7) 5/8' O.D. x 1/2" Bushings NOTE: The hole depth for the footer needs to be deep enough, so the footer plate doesn't contact the bottom of the hole. The weight of the concrete will force the footer plate down, tightening the cable. SAFETY NOTE Choose a protective surfacing material that lam has a Critical Height Value of at least the height of the Highest Accessible Part/Fall ISO 14001 Height of the adjacent equipment. (Ref. IMIIrICertified ASTM F1487.) DETAIL 194970b POD ATTACHMENT (7) 3/8" x 1 1 /4" BHCS w/Pin Limited Thread Subgrade Concrete (7) Footers Crushed Rock Cable Assemblies Pods 3) Pod Bolt Plates 9) 3/8" x 7/8" BHCS w/Pin ✓/ 3/8" SAE Flat Washers ks DETAIL FOOTER ATTACHMENT (7) Chains Loose Fill Protective Surfacing 4 4 a a �a 12" PlayBoosterO 193171SwiggleKnotsBridge, 601 7TH STREET SOUTH, DELANO, MINNESOTA 55328-8605 888-574-4678 LSI Install Help 888-438-6574 LSI Direct 763• o 2015 'v M 12 Sheet 3 of 4 i Document #24321200 k& landscape structures'D SAFETY NOTE Choose a protective surfacing material that has a Critical Height Value of at least the height of the Highest Accessible Part/Fall IS014001 Height of the adjacent equipment. (Ref. 119MMEM, Certified ASTM F1487.) DETAIL DIRECT BURY WITH POUR -IN -PLACE SURFACING Pour -In -Place Surfacing Chain, Concrete Slab Pea Gravel, Sand Or Sub =1 I Mi I Grade 4E- 8"-10" Diameter Concrete Form Tube (Not Supplied) Subgrade Footer Concrete Crushed Rock 12" DETAIL DIRECT BURY WITH POUR -IN -PLACE SURFACING (PEA GRAVEL) Diameter Chain 25-76 Pour -In -Place ---- Surfacing Pea Gravel 3-- Subgrade' Footer— Concrete - Crushed Rock 300 179891b PlayBooster-O 193171 SwiggleKnots"' Bridge, 123" 601 7TH STREET SOUTH, DELANO, MINNESOTA 55328-8605 888-574-4678 ILSI Install Help 888-438-6574 LSI Direct 763-972-5200 Int. FAX (763) 972-3185 (D 2015 by Landscape Structures. All rights reserved. a/& PlayBooster° 193171 SwiggleKnotsTM Bridge, 123" landscape structures, Parts List 106518 100196 100351 Grab Bar Hardware Package ...................................... 3/8" x'/8" BHCS w/Pin, SST .............................................. 3/8" Tee Nut, SST................................................................ 1 2 2 Part# Description QtY, Ground Level 100610 1/411 x 5/8" Drive Rivet, AL/SST.......................................... 1 100610 1/4" x 5/8' Drive Rivet, AL/SST.......................................... 4 105327 5" Half Clamp, Specify Color ........................................... 4 Deck To Deck 154460 Pod, Specify Color............................................................ 3 100610 1/411 x 5/8" Drive Rivet, AUSST .......................................... 4 164367 Footer, Specify Color ........................................................ 7 105327 5" Half Clamp, Specify Color ........................................... 6 176895 3/8n x I" x 2 ,/2" Link, SST ................................................. 4 154460 Pod, Specify Color............................................................ 3 177932 Pod Bolt Plate, Specify Color ............................................ 3 1643670 Footer, Specify Color ........................................................ 7 178586 1 5/16' O.D. x 1 5/8" Long AL. Spacer ................................. 3 176895 3/8" x I" x 2 1/2" Link, SST ................................................. 4 192629 Beam, Specify Color......................................................... 1 177932 Pod Bolt Plate, Specify Color............................................ 3 192734 SwiggleKnots Cable A, Specify Color .............................. 2 178586 1 5/16' O.D. x 1 5/8" Long AL. Spacer................................. 3 192735 SwiggleKnots Cable B, Specify Color .............................. 1 192629 Beam, Specify Color......................................................... 1 192736 SwiggleKnots Cable C, Specify Color .............................. 2 192734 SwiggleKnots Cable A, Black ........................................... 2 192737 SwiggleKnots Cable D, Specify Color .............................. 2 192735 SwiggleKnots Cable B, Black ........................................... 1 192748 Cable Ball Knot (Half), Specify Color ............................. 24 192736 SwiggleKnots Cable C, Black ........................................... 2 193111 1/4" P70 x 24 5/M" Long Chain ............................................ 2 192737 SwiggleKnots Cable D, Black ........................................... 2 190780 1/4" P70 x 18'/M" Long Chain ............................................ 2 192748 Cable Ball Knot, Specify Color........................................ 24 193113 1/4" P70 x 21 13/,e" Long Chain .......................................... 2 193111 1/4" P70 x 24 5116" Long Chain ............................................ 2 193114 1/4" P70 x 31 13/16' Long Chain .......................................... 1 190780 1/4" P70 x 18'/16' Long Chain ............................................ 2 195411 SwiggleKnots Bridge Hardware Package gg g g ................... 1 193113 1/4" P70 x 21 13/16' Long Chain .......................................... 2 100171 1/8" x 1 1/2" BHCS w/Pin, SST .......................................... 24 193114 1/4" P70 x 31 13/16' Long Chain .......................................... 1 100196 1/8" x'/s" BHCS w/Pin, SST ............................................. 17 141541 Grab Bar, Specify Color.................................................... 2 100290 3/8" x'/s" BHCS w/Pin Limited Thread, SST .................... 7 195411 SwiggleKnots Bridge Hardware Package ................... 1 100292 3/8" x 11/4' BHCS w/Pin Limited Thread, SST ................. 14 100171 3/811 x 1 1/2' BHCS w/Pin, SST .......................................... 24 100351 3/8" Tee Nut, SST................................................................ 8 100196 3/$11 x'/8" BHCS w/Pin, SST ............................................. 17 100365 1/8" SAE Flat Washer, SST ................................................ 33 100290 '/8" x'/8" BHCS w/Pin Limited Thread, SST .................... 7 127179 5/8" O.D. x 3/g' Bushing, SST ............................................. 6 100292 '/8" x 11/4' BHCS w/Pin Limited Thread, SST ................. 14 138915 Bolt Link, SST.................................................................. 14 100351 3/8" Tee Nut, SST ................................................................ 8 156962 5/8" O.D. x 1/2" Bushing, SST ............................................. 7 100365 '/8" SAE Flat Washer, SST ................................................ 33 157224 .439" I.D. x 1.156" Bushing, SST ..................................... 7 127179 5/8" O.D. x'/8' Bushing, SST ............................................. 6 157704 7/16' x 2" BHCS w/Pin Limited Thread, SST ..................... 7 138915 Bolt Link, SST .................................................................. 14 162729 Connecting Plug 14 156962 5/8" O.D. x 1/2" Bushing, SST ............................................. 7 157224 .439" I.D. x 1.156" Bushing, SST ..................................... 7 Ground To Deck 157704 7/16' x 2" BHCS w/Pin Limited Thread, SST ..................... 7 100610 1/4" x 5/8' Drive Rivet, AL/SST.......................................... 4 162729 Connecting Plug ............................................................... 14 105327 5" Half Clamp, Specify Color ........................................... 5 106518 Grab Bar Hardware Package ...................................... 2 154460 Pod, Specify Color............................................................ 3 100196 3/8" x'/8" BHCS w/Pin, SST .............................................. 4 164367 Footer, Specify Color ........................................................ 7 100351 3/8" Tee Nut, SST ................................................................ 4 176895 3/8" x I" x 2 1/2" Link, SST ................................................. 4 100610 1/411 x 5/8" Drive Rivet, AUSST .......................................... 2 177932 Pod Bolt Plate, Specify Color ............................................ 3 178586 1 5/16' O.D. x 1 5/8" Long AL. Spacer ................................. 3 192629 Beam, Specify Color......................................................... 1 192734 SwiggleKnots Cable A, Black ........................................... 2 192735 SwiggleKnots Cable B, Black ........................................... 1 192736 SwiggleKnots Cable C, Black ........................................... 2 192737 SwiggleKnots Cable D, Black ........................................... 2 192748 Cable Ball Knot, Specify Color ........................................ 24 193111 1/4" P70 x 24 5/M" Long Chain ............................................ 2 190780 1/4" P70 x 18'/M" Long Chain ............................................ 2 193113 1/4" P70 x 21 13/,6" Long Chain .......................................... 2 193114 1/4" P70 x 31 13/,6" Long Chain .......................................... 1 141541 Grab Bar, Specify Color .................................................... 1 195411 SwiggleKnots Bridge Hardware Package ................... 1 100171 1/8" x 1 1/2" BHCS w/Pin, SST .......................................... 24 100196 1/8" x'/s" BHCS w/Pin, SST ............................................. 17 100290 1/8" x'/s" BHCS w/Pin Limited Thread, SST .................... 7 100292 1/8" x 11/4' BHCS w/Pin Limited Thread, SST ................. 14 100351 1/8" Tee Nut, SST................................................................ 8 100365 1/8" SAE Flat Washer, SST ................................................ 33 127179 5/8" O.D. x 3/g' Bushing, SST ............................................. 6 138915 Bolt Link, SST.................................................................. 14 156962 5/8" O.D. x 1/2" Bushing, SST ............................................. 7 157224 .439" I.D. x 1.156" Bushing, SST ..................................... 7 157704 '/16' x 2" BHCS w/Pin Limited Thread, SST ..................... 7 162729 Connecting Plug............................................................... 14 Sheet 4 of 4 Document #24321200 Specifications are subject to Eco #0101303 Document 12/15/2020 Added specify 24321200 replaces 20997800. Consolidate chain part numbers. color to cable parts. change without notice. kk landscape structures, PlayBooster° 193171 SwiggleKnotsTM Bridge, 123" Specifications Cable Assembly: (Cable) Made of tightly woven polyester -wrapped, six -stranded galvanized -steel cable with a polypro- pylene core. (Cable Connectors) 6063-T6 aluminum Pod: Rotationally molded from U.V. stabilized linear low density polyethylene, color specified. Chain: Steel'/4" (6,35 mm) straight link chain, 3,150 lbs. (1428,82 kilograms) working load limit. Finish: ProGuard. Ball Knot: Rotationally molded from U.V. stabilized linear low density polyethylene, color specified. Pod Bolt Plate: Weldment consists of 3/,6" (4,75 mm) HRPO steel plate and 3/8" (9,53 mm) thick SST plate. Finish: ProShield®, color specified. Grab Bar: Weldment comprised of formed 7/8" O.D. 11 GA (.120") and 1/4' x 1 3/4" stainless steel half clamp. Finish: TenderTuf ", color specified. Beam: Weldment comprised of 2.375" (60,33 mm) O.D. RS20 (.095"-.105") (2,41 mm-2,67 mm) wall galva- nized steel tubing, 3/8" (9,53 mm) thick HRPO steel plate, and '/4' (6,35 mm) HRPO flat steel. Finish: ProShield, color specified. Footer: Weldment comprised of 1.660" (42,16 mm) O.D. RS20 (.120" - .130") (3,05 mm-3,30 mm) wall gal- vanized steel tubing and 3/16" (4,75 mm) HRPO sheet steel. ProShield, color specified. Half Clamps: Cast aluminum. Finish: ProShield, color specified. Fasteners: Primary fasteners shall be socketed and pinned tam- perproof in design, stainless steel (SST) per ASTM F 879 unless otherwise indicated (see specific product installation/specifications). Installation Time: Approx. 5 man hours Concrete Req.: Approx. 9.17 cu. ft. Weight: 141 lbs. Ground Level 146 lbs. Ground To Deck 151 lbs. Deck To Deck Fall Height: 49"-51" (1,24 m-1,29 m) Installation Instructions 1) (Direct Bury) Refer to the Site Plan for footing locations. 2) Attach beam to posts at height shown. Refer to the Beam Attachment Detail. 3) (Ground To Deck & Deck To Deck) Attach grab bars to posts at dimension shown, using 5" half clamps and 3/8" x 7/8" BHCS w/pin with 3/8" tee nuts. Refer to the Typical Offset Hanger Clamp Assembly Sheet. 4) Attach cable ball knots to cables A, C and D. Refer to the Cable Ball Knot Attachment Detail. 5) Attach pod cable assemblies to pod climb across tabs. Refer to the Pod Cable Attachment Detail. NOTE: Pod cable assemblies are numbered A, B, C and D, and must be attached to pod climb across as shown. 6) Attach chains to cables C and D. Refer to the Chain Attachment Detail. 7) Feed cables A and B through 1 5116" O.D. x 1 5/g" long spacers and holes in pods. Attach pod bolt plates to cables Refer to the Pod Attachment Detail. 8) Attach pod bolt plates to pods. Refer to the Pod Attachment Detail. 9) Attach chains to pod bolt plates. Refer to the Pod Attachment Detail. NOTE: Chains are different lengths, and must be attached to pod bolt plates as shown. 10) Attach footers to chains. Refer to the Footer Attachment Detail. 11) With pod cable assemblies positioned properly, pour concrete footings. Allow concrete footings to cure for a minimum of 72 hours before users are allowed to play on the structure. (Direct Bury With Pour -In Place Surfacing) Cut 7 lengths of con- crete form tubes (not supplied) long enough to set on top of concrete footings and be level with top of concrete slab. Concrete form tubes should be 8"-10" in diameter. Disconnect bolt links from pod bolt plates. Place concrete form tubes over chains and footers. Connect bolt links to pod bolt plates. Fill concrete form tubes with pea gravel, sand or sub grade. Pour concrete slab. After concrete slab has cured, pour surfacing. NOTE: When pouring surfacing leave a 1 "-3"diam- eter opening around chains. Refer to the Direct Bury Pour -In -Place Surfacing Detail. 12) Install 1/4' x 5/8" drive rivets in 5" half clamps. Drill through hole in 5" half clamps and into 5" post with a'/4' or "F" (only) drill bit, insert drive rivet in hole through clamp and into post. Hammer drive rivet pin in until flush with head. Refer to the Typical Offset Hanger Clamp Spec Sheet. 13) Install protective surfacing before users are allowed to play on the structure. SAFETY NOTE Choose a protective surfacing material that has a Critical Height Value of at least the height of the Highest Accessible Part/Fall ISO 14001 Height of the adjacent equipment. (Ref. landscape ' I Certified ASTM F1487.) 19497100 DETAIL structures® TIGHTROPE BRIDGE - GROUND LEVEL DETAIL CABLE BALL KNOT ATTACHMENT DETAIL BEAM ATTACHMENT (2) 1/4" x 5/8n (4) 3/8" Flange Drive Rivets TightRope a ® Nuts w/Pin - - Bridge Cable �® (2) 3/8' x 2" ; ® Beam Threaded Rods - Post (8) Cable (2) TightRope" Ball Knots Bridge Clampsi' lit (2) TightRope Bridge Clamps (8) Cable Ball Knots ; (2) Net Clamps TightRope Bridge Cable Protective Surfacing (8) 3/81 X 1 1/2i BHCS w/Pin (8) 3/ae SAE Flat Washers 123e 1 20 (4) 3/81, X 7/811 BHCS w/Pin Handle (4) 3/8" Tee Assembly Nuts Post- (2 CI Refer To The Handle Assembly Detail Refer To The TightRope Bridge Cable Attachment Detail (2) 5" Half Clamps ) 5" Half amps Top Of Clamp 00 1- Tr c (Der (2) 5" Half Clamps Top Of Clamp 601 7TH STREET SOUTH, DELANO, MINNESOTA 55328-8605 888-574-4678 LSI Install Help 888-438-6574 LSI Direct 763-972-5200 Int. FAX (763) 972-318f o 2022 by Landscape Structures. All rights reserved. Document #31369501 k& landscape structures"' IS014001 DETAIL TIGHTROPE BRIDGE - GROUND TO DECK SAFETY NOTE Choose a protective surfacing material that has a Critical Height Value of at least the height of the Highest Accessible Part/Fall Height of the adjacent equipment. (Ref. ASTM F1487.) 194971b DETAIL GRAB BAR ATTACHMENT X 7 /a 11 w/Pin 193173 • • • Tm Bridge 601 7TH STREET SOUTH, DELANO, MINNESOTA 55328-8605 888-574-4678 LSI Install Help 888-438-6574 LSI I o 2022 S & landscape structures-' IS014001 DETAIL TIGHTROPE BRIDGE - DECK TO DECK DETAIL GRAB BAR ATTACHMENT PlayBoosterO 193173 TightRopeTM Bridge SAFETY NOTE Choose a protective surfacing material that has a Critical Height Value of at least the height of the Highest Accessible Part/Fall Height of the adjacent equipment. (Ref. ASTM F1487.) 194971c 5/811 ✓ets 1) 3/81, X 7/8 �HCS w/Pin rab Bars Top Of lamp 16" Deck Max. Top Of Clamp Sheet 2 of 4 © 2022 by Landscape Structures. All rights reserved. Document #31369500 9/& landscape structures (3) 3/8" Flange Nuts w/Pin (3) 3/3" x 2 '/Z" Threaded Rods ISO 14001 DETAIL HANDLE ASSEMBLY 6— - Spacer Outer Spacer Handle SAFETY NOTE Choose a protective surfacing material that has a Critical Height Value of at least the height of the Highest Accessible Part/Fall Height of the adjacent equipment. (Ref. ASTM F1487.) 3) 3/8' Flange Nuts w/Pin I Beam Spacer Outer Spacer PlayftosterO 193173 TightRope Tm Bridge 601 7TH STREET SOUTH, DELANO, MINNESOTA 55328-8605 888-574-4678 LSI Install Help 888-438-6574 LSI D o 2022 by Landscape Structures. All rights reserved. 194971a a& landscape structures° (2) 5" Half Clamps\ (4) 3/8" Tee Nuts (4) 3/8" x 1 1/8" BHCS w/Pin w/ 3/8" SAE Flat Washers (2) 5/8" O.D. x 1/2" Long Bushings PlavBooster° Choose a protective surfacing material that Ighm has a Critical Height Value of at least the height of the Highest Accessible ParUFall IS0 14001 Height of the adjacent equipment. (Ref. Certified I ASTM F1487.) DETAIL TIGHTROPE BRIDGE CABLE ATTACHMENT (2) Proprietary Net Clamps (2) 3/8" x 1 1/4" BHCS w/Pin Limited Thread DETAIL CABLE TIGHTENING (2) Bolt Links NOTE: Twist bridge cable in direction shown, before attaching cable to clamp to ensure cable is as tight as possible. 193173 TiahtRoaeTM Bridae (2) Bolt Link Spacers I I j (2) 3/8" x 7/8" BHCS w/Pin j Limited Thread I TightRope Bridge Cable Sheet 3 of 4 © 2022 by Landscape Structures. All rights reserved. Document #31369500 9/& landscape structures® Parts List Part# 100610 105327 161898 192748 227673 192784 192785 192911 193136 193717 313694 100171 100196 100198 100351 100353 100365 100642 116942 128296 156962 100290 138915 100292 196319 100610 105327 161898 192748 227673 192784 192785 192911 193136 193717 141541 313694 100171 100196 100198 100351 100353 100365 100642 116942 128296 156962 100290 138915 100292 196319 106518 100196 100351 100610 PlayBooster° 193173 TightRopeTM Bridge Description Ground Level 1/4" x 5/8' Drive Rivet, AL/SST................................ 5" Half Clamp, Specify Color ................................. Net Clamp, Specify Color ....................................... Cable Ball Knot (Half), Specify Color .................... Cable, Black............................................................ Beam, Specify Color ............................................... Clamp TightRope Bridge, Specify Color ................ Handle, Black.......................................................... Spacer, Black........................................................... Outer Spacer, Black ................................................. TightRope Bridge Hardware Package ............... 3/8" x 1 1/2' BHCS w/Pin, SST ................................. 3/8" x 1/8" BHCS w/Pin, SST .................................... 3/8" x 1 '/8' BHCS w/Pin, SST ................................. 3/8" Tee Nut, SST ...................................................... 3/8" Flange Nut w/Pin, SST ...................................... 3/8" SAE Flat Washer, SST ....................................... 3/8" x 21/2" Threaded Rod, SST ............................... 3/8" x 2" Threaded Rod, SST .................................... 3/8" Jam Nut, SST ..................................................... 5/8" O.D. x'/T Bushing, SST .................................... 1/8" x'/8' BHCS w/Pin Limited Thread, SST .......... Bolt Link, SST .......................................................... 1/8" x 1 1/4 BHCS, 6 Lobe Pin Limited Thread, SST Bolt Link Spacer, AL ................................................ Ground To Deck 1/4" x 5/8' Drive Rivet, AL/SST................................. 5" Half Clamp, Specify Color .................................. Net Clamp, Specify Color ........................................ Cable Ball Knot, Specify Color ................................ Cable, Black............................................................. Beam, Specify Color ................................................ Clamp TightRope Bridge, Specify Color ................. Handle, Black........................................................... Spacer, Black............................................................ Outer Spacer, Black .................................................. Grab Bar, Specify Color ........................................... TightRope Bridge Hardware Package ................ 1/8" x 1 1/2' BHCS w/Pin, SST .................................. 3/8" x'/8' BHCS w/Pin, SST ..................................... 3/8" x 1 '/8' BHCS w/Pin, SST .................................. 3/8" Tee Nut, SST ....................................................... 3/8" Flange Nut w/Pin, SST ....................................... 3/8" SAE Flat Washer, SST ........................................ 3/8" x 21/2" Threaded Rod, SST ................................ 3/8" x 2" Threaded Rod, SST ..................................... 1/8" Jam Nut, SST ...................................................... 5/8" O.D. X 112" Bushing, SST .................................... 1/8" x'/8' BHCS w/Pin Limited Thread, SST ........... Bolt Link, SST .......................................................... 3/8" x 1 1/4 BHCS, 6 Lobe Pin Limited Thread, SST Bolt Link Spacer, AL ................................................ Grab Bar Hardware Package ............................. 3/8" x'/8' BHCS w/Pin, SST ..................................... 3/8" Tee Nut, SST ....................................................... 1/4" x s/8' Drive Rivet, AL/SST................................. Qty. 4 4 2 8 2 2 2 8 4 4 8 ...... 10 ...... 12 3 2 4 2 2 2 2 2 4 5 2 8 2 2 2 8 4 4 8 ...... 10 ...... 12 3 2 4 2 2 2 .........2 2 1 2 2 1 192784 Beam, Specify Color......................................................... 1 192785 Clamp TightRope Bridge, Specify Color .......................... 2 192911 Handle, Black.................................................................... 1 193136 Spacer, Black..................................................................... 2 193717 Outer Spacer, Black........................................................... 2 141541 Grab Bar, Specify Color .................................................... 2 313694 TightRope Bridge Hardware Package ......................... 1 100171 3/8" x 1 1/2" BHCS w/Pin, SST ........................................... 8 100196 3/8" x'/8' BHCS w/Pin, SST .............................................. 4 100198 3/8" x 1 1/8' BHCS w/Pin, SST ........................................... 4 100351 3/8" Tee Nut, SST................................................................ 8 100353 3/8" Flange Nut w/Pin, SST ............................................... 10 100365 3/8" SAE Flat Washer, SST ................................................ 12 100642 3/8" x 21/2" Threaded Rod, SST ......................................... 3 116942 3/8" x 2" Threaded Rod, SST .............................................. 2 128296 3/81, Jam Nut, SST............................................................... 4 156962 1/8" O.D. x 112" Bushing, SST ............................................. 2 100290 3/8" x'/8' BHCS w/Pin Limited Thread, SST .................... 2 138915 Bolt Link, SST.................................................................... 2 100292 3/8" x 1 1/4 BHCS, 6 Lobe Pin Limited Thread, SST ........... 2 196319 Bolt Link Spacer, AL .......................................................... 2 106518 Grab Bar Hardware Package ...................................... 2 100196 3/8" x'/8' BHCS w/Pin, SST .............................................. 4 100351 3/8" Tee Nut, SST................................................................ 4 100610 1/4" x 5/8' Drive Rivet, AL/SST.......................................... 2 Saecifications Cable Assembly: (Cable) Made of tightly woven polyester -wrapped, six -stranded galvanized -steel cable with a polypro- pylene core. (Cable Connectors) 6063-T6 alumi- num. Beam: Fabricated from 2.375" (60,33 mm) O.D. RS40 (.130"-.140") (3,30 mm-3,55 mm) wall galvanized steel tubing. Finish: ProShield®, color specified. TightRope Clamp: Weldment comprised of 2" (50,8 mm) O.D. 11 GA. (.120") (3,05 mm) wall HRPO galvanized steel tube and 1/4" HRPO flat steel. Finish: ProShield, color specified. Net Clamp: Weldment comprised of 1/4" x 1 3/4" HRPO flat steel and .375" stainless steel sheet. Finish: ProShield, color specified. Spacers: Solid color Permalene®, black in color. Handle: Solid color Permalene, black in color. Grab Bar: Weldment comprised of formed 7/8" O.D. 11 GA (.120") and 1/4" x 1 3/4' stainless steel half clamp. Finish: TenderTuff, , color specified. Cable Ball Knot: Rotationally molded from U.V. stabilized linear low density polyethylene, color specified. Half Clamps: Cast aluminum. Finish: ProShield, color specified. Fasteners: Primary fasteners shall be socketed and pinned tam- perproof in design, stainless steel (SST) perASTM F 879 unless otherwise indicated (see specific product installation/specifications). Deck To Deck Installation Time: Approx. 3 man hours 100610 /4" x /8' Drive Rivet, AL/SST.......................................... 4 Weight: 57 lbs. Ground Level 105327 5" Half Clamp, Specify Color ........................................... 6 62 lbs. Ground To Deck 161898 Net Clamp, Specify Color ................................................. 2 67 lbs. Deck To Deck 192748 Cable Ball Knot, Specify Color ......................................... 8 Fall Height: 79" - 83" (2,06 m - 2,10 m) 227673 Cable, Black...................................................................... 1 kk landscape structures, Installation Instructions PlayBooster° 193173 TightRopeTM Bridge 1) (Direct Bury) Refer to the Site Plan for footing locations. 2) Attach net clamps to posts at height shown. Refer to the TightRope Bridge Cable Attachment Detail. 3) Attach TightRope bridge clamps to posts at height shown. Refer to the Beam Attachment Detail. 4) Slide spacers and handle onto beam. Fasten spacers to handle. Refer to the Beam Attachment Detail. 5) Slide beam onto TightRope bridge clamps. Attach beam to TightRope bridge clamps. Refer to the Beam Attachment Detail. 6) Insert'/8" O.D. x'/2" bushings into net clamp tabs. Attach balance cable to net clamp tabs. Refer to the Balance Cable Attachment Detail. 7) Attach cable ball knots to balance cable. Refer to the Cable Ball Knot Attachment Detail. 8) (Ground To Deck & Deck To Deck) Attach grab bars to posts at dimension shown, using 5" half clamps and 3/8" x'/8" BHCS w/pin with 3/8" tee nuts. Refer to the Typical Offset Hanger Clamp Assembly Sheet. 9) Install'/a' x'/8" drive rivets in all 5" half clamps. Drill through hole in 5" half clamps and into 5" post with a '/4" or "F" (only) drill bit, insert drive rivet in hole through clamp and into post. Hammer drive rivet pin in until flush with head. Refer to the Typical Offset Hanger Clamp Spec Sheet. 10) Install protective surfacing before users are allowed to play on the structure. Sheet 4 of 4 Document #31369500 ECO# 0102332 Document 31369500 replaces 24191900. Updated hardware package. k& landscape structuresm 30 ( 12, Play Safe Label (3) 3/8 " x 7/8" BHCS w/Pin w/ 3/8' Flat Washers SAFETY NOTE Choose a protective surfacing material that mom has a Critical Height Value of at least the height of the Highest Accessible Part/Fall IS0001 Height of the adjacent equipment. (Ref. IMItl Certified ASTM F1487.) 18381300 DETAIL (4) 1/2" Standard SURFACE MOUNT Hex Nuts w/ 1/2" Flat Washers Support (4) 1/2" x 2 3/411 Expansion --------- - - - - - - - - - Anchors __-------- 7 44 Concrete 24" NOTE: Sufficient protective surfacing must cover hardware Crushed Rock to satisfy fall height DETAIL requirements. — DIRECT BURY a Support i Loose Fill Protective Surfacing DETAIL Nrotective Surfacing DISC ATTACHMENT 120710 8" Height (Shown) 158997 10" Height 120711 16" Height 158998 20" Height 120712 24" Height 120713 30" Height Support E vm Cl) CO Subgrade -E o ° to a, a .- o ing Label a a N Concrete Crushed Rock 12" 300 PLAN VIEW/FOOTING LAYOUT (Layout Varies - See Your Plan) 30 0 16" ' ' 24 IT ((0 14"-24" 360-610 Climbers Pod Climbers © 2012 by Landscape Structures. All rights reserved. Document #18381300 kk landscape structures, Parts List Part# Description Qty. 126956 Disc, Specify Color ....................................................... * 169340 Support 8" (SM), Specify Color .................................... * 169339 Support 8" (DB), Specify Color .................................... * 169342 Support 10" (SM), Specify Color .................................. * 169341 Support 10" (DB), Specify Color ..................................* 169344 Support 16" (SM), Specify Color .................................. * 169343 Support 16" (DB), Specify Color ..................................* 156625 Support 20" (SM), Specify Color .................................. * 156627 Support 20" (DB), Specify Color .................................. * 120605 Support 24" (SM), Specify Color .................................. * 120601 Support 24" (DB), Specify Color .................................. * 153987 Support 30" (SM), Specify Color .................................. * 153988 Support 30" (DB), Specify Color .................................. * 183871 Disc Climber Hardware Package .............................1 100196 3/8" x 7/8' BHCS w/Pin, SST..........................................3 100365 3/8" Flat Washer, SST.....................................................3 156847 Play Safe Label, 5-12 Yrs..............................................1 183064 Warning Label...............................................................1 121348 4 Hole (SM) Hardware Package...............................1 100266 '/Z" x 2 3/4' Expansion Anchor.......................................4 100322 '/Z" Standard Hex Nut, SST...........................................4 100363 t/2" Flat Washer, SST.....................................................4 DB = Direct Bury SM = Surface Mount * = Quantity Determined By Your Order Specifications Disc: Rotationally molded from U.V. stabilized linear low density polyethylene, disc measures 14" in diameter x 7" high, color specified. Support: Weldment comprised of 1.900" O.D. RS20 (.090" - .100" Wall), 1.315" O.D. RS20 (.080" - 090" Wall) and 3/,," x 5" diameter plate. Finish: ProShield®, color specified. Fasteners: Primary fasteners shall be socketed and pinned tam- perproof in design, stainless steel (SST) per ASTM F 879 unless otherwise indicated (see specific product installation/specifications). Installation Time: SM - Approx. 1/2 man hour each DB - Approx. 3/4 man hour each Concrete Req.: Approx. 1.31 cu. ft. each Weight: 8" - 12 lbs. 10" - 13 lbs. 16" - 14 lbs. 20" - 15 lbs. 24" - 15 lbs. 30" - 16 lbs. Climbers Pod Climbers Installation Instructions 1) (Direct Bury) Dig footing as shown. See your Plan View/Footing Layout. 2) Attach disc to support using %" x 7/8" BHCS w/pin with %" flat washers, as shown. 3) (Direct Bury) Position support in footing hole and pour concrete footing. With support post plumb, prop support to hold in position. (Surface Mount) Mark anchor bolt locations on concrete slab through holes in support plate. Remove disc climber. Drill 3" deep holes on marks into concrete slab using hammer drill and'/," masonry bit. Tap expansion anchors into holes and secure disc climber using'/," standard hex nuts with flat washers. 4) Apply labels as shown. 5) Install protective surfacing before users are allowed to play on the structure. Eco #54517 Document # 18381300 replaces # 16934500. Added warning label to hardware package. SAFETY NOTE Choose a protective surfacing material that has a Critical Height Value of at least the height of the Highest Accessible Part/Fall Is0001 Height of the adjacent equipment. (Ref. IMIII Certified ASTM F1487.) landscape structures 18445400 DETAIL CLIMBING PANEL ATTACHMENT (48) 3/8" Flange Nuts w/Pin (8) Climbing (48)3/8 x 7/$ Panels "T" Climbing BHCS w/Pin Panel w/ 3/8' SAE Flat Washers "S" Climbing (5) Support Panel Pipes "S" Climbing � � � (4) Labels "T" Climbing Panel Panel o o ® ® v ® ® 130 11/16 Su ort114 5/$" ppj47—Support""Climbing PipePanel � Pipe 98 5/," "T" Climbing Support Panel "S" Climbing pp "S" Climbing 114 5/8" Panel Pipe Panel Support 98 5/8" Support Pipe Protective Pipe Surfacing Climbers150977 •Climber,• 601 7TH STREET SOUTH, DELANO, MINNESOTA 55328-8605 888-574-4678 LSI Install Help 888-438-6574 LSI Direct 763-972-5200 Int. FAX (763) 972-3185 kk landscape structures, Parts List Climbers 150977 Cascade Climber, 4-Panel Part# Description Qty. 150602 "S" Climbing Panel, Specify Color...............................4 186016 "T" Climbing Panel, Specify Color...............................4 150603 98 5/8" Support Pipe, Specify Color...............................2 150606 114 5/8' Support Pipe, Specify Color .............................2 150609 130 "/16' Support Pipe, Specify Color ...........................1 184394 Ind. Cascade Climber 4-Panel Hardware Pkg. ......1 100196 3/8" x 7/8" BHCS w/Pin, SST.. ....................................... 48 100353 3/8" Flange Nut w/Pin, SST...........................................48 100365 3/8" SAE Flat Washer, SST............................................48 156847 Play Safe Label, 5-12 Yrs..............................................1 182213 Hot Surface Warning Label...........................................1 182212 Entanglement Warning Label........................................1 115176 Hard Surface Warning Label.........................................1 Specifications Panels: Solid color Permalene®, color specified. Support Pipe: Weldment comprised of 2.375" O.D. RS40 (.130"- .140" wall) galvanized steel tube, 1/4" x 1 1/4" HR flat steel and 12 Ga. (.105") sheet HRPO steel. Finish: ProShield®, color specified. Fasteners: Primary fasteners shall be socketed and pinned tam- perproof in design, stainless steel (SST) perASTM F 879 unless otherwise indicated (see specific product installation/specifications). Installation Time: 3 man hours Weight: 384 lbs. Concrete: Approx. 6.55 cu. ft. Area Req.: 23' 1" x 15' 3 3/8" (7,04 m x 4,66 m) 6' (1830 mm) minimum use zone Fall Height: 93" (2360 nun) Installation Instructions 1) Dig footings to depths and spacing, as shown. Refer to the Plan View Footing Layout. 2) Place support pipes in footing holes, as shown. 3) Attach climbing panels to support pipes, using 3/8" x 7/8" BHCS w/ pin with 3/8" SAE flat washers and s/s" flange nuts w/pin. Refer to the Climbing Panel Attachment Detail. 4) With support pipes plumb, pow concrete footings. Allow concrete footings to cure a minimum of 72 hours before users are allowed to play on the structure. 5) Apply Play Safe and Warning Labels, as shown. 6) Install protective surfacing before users are allowed to play on the structure. ECO #0101404 Document #24894200 replaces # 18602300. Added reliefs to "S" & "T" climbing panels. k& landscape structuresm 98 5/8" Support Pipe I I I SAFETY NOTE Choose a protective surfacing material that has a Critical Height Value of at least the height of the Highest Accessible Part/Fall Height of the adjacent equipment. (Ref. ASTM F1487.) 151070a PLAN VIEW/FOOTING LAYOUT 130 5/R" 221/2" 1 431/4' 1 215/," 1 431/4' 5 / 98 /$" 13011/16" Typical Support Support Concrete Pipe Cl) Pipe 114 5/8 " Footing Support Pipe 1 114 5/6" Support Pipe DETAIL DIRECT BURY - j ^vl__—Support Pipe Loose Fill Protective,.'' Surfacing Subgrade a a o II1 iT C Concrete - N a a Crushed n 4 Rock 12" (M Climbers150977 CascadeClimber, 601 7TH STREET SOUTH, DELANO, MINNESOTA 55328-8605 888-574-4678 LSI Install Help 888-438-6574 LSI Direct 763-972-5200 Int. FAX (763) 972-3185 k& landscape structuresm Top Of Clamp (0 C`) Top Of Clamp E Freestandin dhM IS014001 I Certified 201889 JigJag Climber, Single SAFETY NOTE Choose a protective surfacing material that has a Critical Height Value of at least the height of the Highest Accessible Part/Fall Height of the adjacent equipment. (Ref. ASTM F1487) e X 5/$e Rivets calf Sheet 1 of 2 © 2019 by Landscape Structures. All rights reserved. Document #26267000 U & landscape structures, Parts List Part# 201099 100610 105327 202293 202292 107674 107503 202077 Freestanding 201889 JigJag Climber, Description Qty. JigJag Climber, Specify Color.......................................1 1/4" x 5/8" Drive Rivet, AL/SST......................................7 5" Half Clamp, Specify Color ....................................... 7 164" Post w/Cap, Aluminum, DB, Specify Color......... * 164" Post w/Cap, Steel, DB, Specify Color .................. * 84" Post w/Cap, Aluminum, DB, Specify Color........... * 84" Post w/Cap, Steel, DB, Specify Color .................... * Firepole, DB, Specify Color .......................................... * 223682 JigJag Climber Hardware Package .........................1 100196 '/$" x 7/8" BHCS w/Pin, SST. ........................................ 14 100351 3/8" Tee Nut, SST...........................................................14 100365 '/8" SAE Flat Washer, SST............................................14 156847 Play Safe Label, 5-12 Years...........................................1 182213 Hot Surface Warning Label...........................................1 182212 Entanglement Warning Label........................................1 115176 Hard Surface Warning Label.........................................1 100365 %" SAE Flat Washer, SST............................................14 DB = Direct Bury * = Quantity Determined By Your Order Specifications Firepole: Weldment comprised of 1.900" (33,40 mm) O.D. RS40 (.120"-.130") (2,03 mm-2,29 mm) wall galva- nized steel tube and'/4" (6,35 mm) HRPO flat steel. Finish: ProShield, color specified. Posts: See P1ayBoostee (PB) General Specifications. JigJag Climber: Weldment comprised of 1.900" (48,26 mm) O.D. RS40 (.120"-.130") (3,05 mm-3,30 mm) wall gal- vanized steel tube, 1.315" (33,40 mm) O.D. RS20 (.080"-.090") (2,03 mm-2,29 mm) wall galvanized steel tube and'/4" (6,35 mm) HRPO flat steel. Finish: ProShield, color specified. Clamps: Cast aluminum. Finish: ProShield, color specified. Fasteners: Primary fasteners shall be socketed and pinned tam- perproof in design, stainless steel (SST) perASTM F 879 unless otherwise indicated (see specific product installation/specifications). Installation Time: 3 '/4 man hours, DB Weight: 187 lbs. DB (Aluminum Posts) 274 lbs. DB (Steel Posts) Concrete: Approx. 5.34 cu. feet, DB Min. Use Zone: 6' (1,83 m) Area Required: 22'-81/2" x 14'--3/4" (6,92 m x 4,28 m) Fall Height: 90" (2286 mm) Single Installation Instructions 1) (Direct Bury) Dig footings as shown. Refer to the Plan View Footing Layout and Direct Bury Detail. 2) Attach JigJag climber and firepole to posts at height shown, using 5" half clamps, 3/8" x 1/8" BHCS w/pin with 3/8" SAE flat washers and 3/8" tee nuts. Refer to Detail. 3) Install 1/4' x 5/8" drive rivets in all 5" half clamps. Drill through clamps and into 5" post with a'/4" or "F" (only) drill bit, insert drive rivet in hole through clamp and into post. Hammer drive rivet pin in until flush with head. Refer to the Offset Hanger Clamp Spec Sheet. 4) (Direct Bury) With posts and firepole plumb, pour concrete footings. Allow concrete footings to cure a minimum of 72 hours before users are allowed to play on structure. 5) Apply Play Safe and Warning Labels, as shown. 6) Install protective surfacing before users are allowed to play on the structure. ECO 40101723 Document 26267000 replaces 22369000. Firepole footer hole updated. k& landscape structuresm Typical Concrete Footings SAFETY NOTE Choose a protective surfacing material that has a Critical Height Value of at least the height of the Highest Accessible Part/Fall IS0001 Height of the adjacent equipment. (Ref. ASTM F1487) I Certill•tl 202257a PLAN VIEW/FOOTING LAYOUT 201/2" JigJag 123" Firepole 18" (457) inside to inside from the Jig Jag DETAIL DIRECT BURY (2) Posts & Firepole IIIIII i III Subgrade 4 •rt, Concrete a Crushed - Rock 14" Loose Fill Protective _ Surfacing Q -• L IIIIII Illli, M o— N Ln PA 2 Freestanding 201889 JigJag Climber, Single Sheet 2 of 2 601 7TH STREET SOUTH, DELANO, MINNESOTA 55328-8605 888-574-4678 LSI Install Help 888-438-6574 LSI Direct 763-972-5200 Int. FAX (763) 972-3185 a 2019 by Landscape Structures. All rights reserved. Document #26267000 A& landscape structuresm PLAN VIEW 16" - 72" Decks I 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 16"-72" Decks 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 I I I I I I I I I I I I I I I I - I I (2) End Brackets DETAIL I I I I I I I I 1 II I\ I I I I I I I I I I I I SAFETY NOTE Choose a protective surfacing material that has a Critical Height Value of at least the height of the Highest Accessible Part/Fall iso 1400s 1 I I Height of the adjacent equipment.(Ref.ASTM F1487.) Certified 17609000 16" - 72" o Decks DETAIL (2) End (4) 3/g" x 11/8" Brackets BHCS w/Pin SAE Flat Washers \1 Canyon Climber (2) End -- Brackets Canyon Deck Climber (4) 3/g" Standard Hez Nuts w/ 3/g" Flat Washers (4) 3/," x 1 3/," BHCS w/Pin w/ 3/g" SAE Flat Washers 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 I I I I I I _ I � 16" - 72" I Decks I I I II I I I I I I I I I I I II I I Protective Surfacing Canyon Climber I II I I I I I I I I I I I I I I I I I I I I I I I I e I I I I Q I I I I I I I I I I (4)3/8 " Low Crown Cap Nuts w/ 3/g" SAE Flat Washers PlayBoosterO iCanyon• 601 7TH STREET SOUTH, DELANO, MINNESOTA 55328-8605 888-574-4678 LSI Install Help 888-438-6574 LSI Direct 763-972-5200 Int. FAX (763) 972-3185 a 2011 by Landscape Structures. All rights reserved. Document #17609000 kk landscape structures, Parts List PlayBooster' 176081 Canyon Climber, 16"-72" Deck Part# Description Qty 176030 End Bracket, Specify Color ...................................... 2 176031 Canyon Climber, Specify Color ............................... 1 176343 Canyon Climber Hardware Package ................... 1 113027 '/$" x 11/8" BHCS w/Pin, SST .................................. 4 100198 '/$" x 1 '/$" BHCS w/Pin, SST .................................. 4 100349 '/$" Low Crown Cap Nut, SST .................................. 4 100327 '/$" Standard Hex Nut, SST ...................................... 4 100365 '/$" SAE Flat Washers, SST ..................................... 12 100362 1/8" Flat Washers, SST ............................................... 4 Saecifications Canyon Climber: Weldment comprised of 1.315" O.D. RS20 (.080"- .090" wall) galvanized steel tube, 1.900" O.D. RS40 (.120"-.130" wall) galvanized steel tube, and %" HRPO steel sheet. Finish: ProShield, color specified. End Bracket: Weldment comprised of 1.315" O.D. RS20 (.080"- .090" wall) galvanized steel tube,'/4" HRPO steel sheet, and 3/16" HRPO steel sheet. Finish: ProShield, color specified. Fasteners: Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) perASTM F 879 unless otherwise indicated (see specific prod- uct installation/specifications). Installation Time: Approx. 1 man hour Weight: 112 lbs. Fall Height: Deck Height + 4" (100 mm) Installation Instructions 1) Attach Canyon climber to end brackets, using 1/8" x 1'/8" BHCS w/pin with 1/8" SAE flat washers and 1/8" low crown cap nuts with 1/8" SAE flat washers, as shown. Refer to Detail. 2) Set Canyon climber onto decks. Fasten Canyon climber and end brackets to decks, using 1/8" x 1 1/8" BHCS w/pin with 1/8" SAE flat washers and 1/8" standard hex nuts with 1/8" flat washers, as shown. Refer to Detail. 3) Install protective surfacing before users are allowed to play on the component. A& landscape structuresm (2) Handhold MO. Panels 15r� Tope o M SAFETY NOTE Choose a protective surfacing material that has a Critical Height Value of at least the , height of the Highest Accessible Part/Fall iso 14001 1 I I F1487ftheadjacentequipment.(Ref.ASTM Certified IM0411*41141 Typical DETAIL PlayBooster PANELATTACHMENT Post \ (4/6)Typical (4/6)3/8" Flange Offset Hanger Nuts w/Pin Clamp Assemblies Handhold Panel Deck _ _ A -I I 8" 200 j m U Ctr of o 8" 200 ----- Clamp Vertical Ladder `2 Protective Surfacing O (4/6)Spacer Tubes ;) 3/8" Flange uts w/Pin J (6) 3/8" x 7/811 BHCS w/Pin w/3/8" SAE Flat Washers Top of Deck to Center of Clamps 24" Deck - 19" /480 (Shown) 32" Deck - 27" /710 40" Deck - 35" /890 48" Deck - 23 '/4" /591 43" /1090 56" Deck - 26" /660 51 " /1300 64" Deck - 31 1/4" /794 59" /1500 72" Deck - 34" /860 67" /1700 (4/6) 3/$' x 3 3/4" BHCS w/Pin PlayBoosterO 116247Veftical Ladders, 601 7TH STREET SOUTH, DELANO, MINNESOTA 55328-8605 888-574-4678 LSI Install Help 888-438-6574 LSI Direct 763-972-5200 Int. FAX (763) 972-3185 kk landscape structures, Parts List PlayBooster° 116247 Vertical Ladders, Panel Part# Description Qty, 142120 24" Vertical Ladder Panel, Specify Color ............... 1 142119 32" Vertical Ladder Panel, Specify Color ............... 1 142118 40" Vertical Ladder Panel, Specify Color ............... 1 142117 48" Vertical Ladder Panel, Specify Color ............... 1 142116 56" Vertical Ladder Panel, Specify Color ............... 1 142115 64" Vertical Ladder Panel, Specify Color ............... 1 142114 72" Vertical Ladder Panel, Specify Color ............... 1 139563 Handhold Panel, Specify Color ................................ 2 105327 5" Half Clamp, Specify Color.................................4/6 113729 Offset Hanger Clamp, Specify Color......................4/6 113468 Spacer Tube, Specify Color ..................................... 4/6 100198 '/s" x 1 1/8" BHCS w/Pin, SST ................................ 8/12 100351 1/8" Tee Nut, SST......................................................8/12 139914 (24" through 4011) Tenderdeck Hardware Pkg.. 1 124460 '/s" x 3 1/4" BHCS w/Pin, SST .................................. 4 100196 '/g" x 7/8" BHCS w/Pin, SST ..................................... 6 100353 '/s" Flange Nut w/Pin, SST ...................................... 10 100365 'Is" SAE Flat Washer, SST ........................................ 6 139915 (4811 through 72") Tenderdeck Hardware Pkg.. 1 124460 1/8" x 3 1/4" BHCS w/Pin, SST .................................. 6 100196 '/g" x 7/8" BHCS w/Pin, SST ..................................... 6 100353 '/s" Flange Nut w/Pin, SST ...................................... 12 100365 '/s" SAE Flat Washer, SST ........................................ 6 Specifications HandholdPaneU Vertical Ladder: Solid color Permalene®, color specified. Spacer Tube: Made from 6061-T6 aluminum 7/8" O.D. x 1 '1/16". Finish: ProShield®, color specified. Offset Hanger Clamp Assembly: Cast aluminum. Finish: ProShield, color specified. Fasteners: Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) perASTM F 879 unless otherwise indicated (see specific prod- uct installation/specifications). Installation Time: 24"40" - Approx. 1 1/4 man hour 48"-72" - Approx. 1 '/2 man hour Weight: 24" Vertical Ladder - 40 lbs. 32" Vertical Ladder - 48 lbs. 40" Vertical Ladder - 54 lbs. 48" Vertical Ladder - 63 lbs. 56" Vertical Ladder - 68 lbs. 64" Vertical Ladder - 75 lbs. 72" Vertical Ladder - 81 lbs. Installation Instructions 1) Attach vertical ladder and handhold panels to the face of the deck using 3/8" x 7/8" BHCS w/pin with 3/8" SAE flat washers and 3/8" flange nuts w/pin, as shown. 2) Attach offset hanger clamps to posts at heights shown. Using half clamps and 3/8" x 1 1/8" BHCS w/pin with 3/8" tee nuts. Refer To The Typical Offset Hanger Clamp Spec Sheet. 3) Using a 3/8" drill bit, drill out the lower set of/8" pilot holes in lad- der. NOTE: If there is a clamp conflict using the holes in this posi- tion, drill out and use the upper set of holes instead. 4) Attach vertical ladder and handhold panels to the offset hanger clamp assemblies using 3/8" x 3 3/4" BHCS w/pin, spacer tubes and 3/8" flange nuts w/pin. See Panel Attachment Detail. 5) Install protective surfacing before users are allowed to play on the structure. Eco #51521 Document # 14208200 replaces #13991600. Replaced handhold panels & vertical ladder panels. k& landscape structures 00 M of Typical PlayBooster Post \ of 0 00 ,i .i r t � (2) 3 BH( W/ 3) Flat Wa: Protective Surfacing NOTE: Summit Climber cannot be installed over a concrete slab off a 40" deck. SAFETY NOTE Choose a protective surfacing material that has a Critical Height Value of at least the height of the Highest Accessible Part/Fall ISO00i Height — the adjacent equipment. (Ref. I C•rtlfl•d ASTM F1487.) 15307800 (2)Handhold Panels \ A6' Max. 380 i i i i 40rr-48rr Deck (2) Typical Offset Hanger Clamp /Assemblies DETAIL PANEL ATTACHMENT (2) Typical Offset Hanger Clamp Assemblies Post (2)3/ 8 2)3/g Flange Nuts w/Pin (2) Spacer Tubes (2) 3/ rr x 3 3/a r BHCb w/Pin (2) Handhold Panels DETAIL TENDERDECKS (2) Handhold / Panels Deck (4) 3/$" Flange Nuts w/Pin (4) 3/8rr x 7/ " BHCS w/Pin W/3/8'1 SAL Flat Washers Mini Summit Climber Pla153076 yBoostet")• 1 ' : Deck Sheet 1 of 601 7TH STREET SOUTH, DELANO, MINNESOTA 55328-8605 888-574-4678 LSI Install Help 888-438-6574 LSI Direct 763-972-5200 Int. FAX (763) 972-3185 o 2005 by Landscape Structures All rights reserved. Dorjjwt1 :11 kk PlayBooster° 153076 Mini Summit Climber, 40"-48" Deck landscape structures' Parts List Part# Description Qty. 152553 Mini Summit Climber, Specify Color ...........................1 139563 Handhold Panel, Specify Color.....................................2 105327 5" Half Clamp, Specify Color.......................................2 113729 Offset Hanger Clamp, Specify Color ............................2 100610 1/4" x 5/," Drive Rivet, AUSST......................................2 113468 Spacer Tube, Specify Color...........................................2 153191 Support, DB, Specify Color..........................................1 153239 Support, SM, Specify Color..........................................1 139899 Summit Climber PO Hardware Package ................1 100196 '/8" x'/," BHCS w/Pin, SST..........................................6 100198 '/8" x 1 V," BHCS w/Pin, SST.......................................4 100351 '/8" Tee Nut, SST............................................................4 100353 '/8" Flange Nut w/Pin, SST............................................6 100365 '/8" SAE Flat Washer, SST.............................................6 124460 '/8" x 31/4" BHCS w/Pin, SST.......................................2 129111 Support Hardware Package.....................................1 100198 '/8" x 1 V," BHCS w/Pin, SST.......................................2 100362 3/," Flat Washer, SST.....................................................2 111391 2 Hole (SM) Hardware Package...............................1 100263 '/," x 21/4" Expansion Anchor.......................................2 100327 '/8" Standard Hex Nut, SST...........................................2 100362 3/8" Flat Washer, SST.....................................................2 SM = Surface Mount DB = Direct Bury Specifications Mini Summit Climber: Rotationally molded from U.V. stabilized linear low density polyethylene, color specified. Handhold Panel: Solid color Permalene®, color specified. Support (DB): Weldment comprised of 2.375" O.D. RS-20 (.095" - .105") galvanized steel tubing and '/4" x 3" mounting plate. Finish: ProShield®, color specified. Clamps: Cast aluminum. Finish: ProShield, color specified. Fasteners: Primary fasteners shall be socketed and pinned tam- perproof in design, stainless steel (SST) per ASTM F 879 unless otherwise indicated (see specific product installation/specifications). Installation Time: SM - Approx. 1/2 man hour DB - Approx. 3/4 man hour Concrete: 1.31 cu. ft. Weight: 86 lbs. SM 88 lbs. DB Fall Height: Deck Height Installation Instructions 1) (Direct Bury) Dig footing as shown. Refer to the Plan View & Direct Bury Details. 2) Attach offset hanger clamps to posts at height shown using 5" half clamps, 3/8" x 1 V," BHCS w/pin and 3/," tee nuts. Refer to the Typical Offset Hanger Clamp Spec Sheet. 3) Attach handhold panels to the face of the deck using 3/$" x'/8" BHCS w/pin with 3/8" SAE flat washers and 3/8" flange nuts w/pin. Refer to the Tenderdeck Detail. 4) Attach handhold panels to the offset hanger clamp assemblies using Y." x 3 3/4' BHCS w/pin, spacer tubes and %11 flange nuts w/pin. Refer to the Panel Attachment Detail. 5) Attach support to Mini Summit Climber using 3/8" x 1'/$" BHCS w/ pin with 3/$" flat washers, as shown. Refer to the Direct Bury Detail. 6) Attach Mini Summit Climber or to the face of the deck using'/," x 7/8" BHCS w/pin with 3/g" SAE flat washers, as shown. 7) (Direct Bury) With summit climber plumb and level, pour concrete footing. Allow concrete footing to cure a minimum of 72 hours before users are allowed to play on the structure. (Surface Mount) Drill 3/g" x 3" deep holes through support plate using hammer drill and %11 masonry bit. Tap expansion anchors into drilled holes. Fasten support plate to expansion anchors using 3/$" standard hex nuts with %" flat washers. Refer to the Surface Mount Detail. 8) Install protective surfacing before users are allowed to play on the structure. k& landscape structures (2) 3/ " Standard Mini Summit Hex Tuts w/ 3/$'i Climber Flat Washers SAFETY NOTE Choose a protective surfacing material that has a Critical Height Value of at least the height of the Highest Accessible Part/Fall ISO00i Height of the adjacent equipment. (Ref. I Certified ASTM F1487.) 153078a0 PLAN VIEW ' 40"-48" Concrete Deck Footing Mini Summit ::t (2)3/ 8 " x 2 3/4° Support Climber Expansion - - - Anchors Concrete Slab a ,^ o Crushed NOTE: Sufficient protective surfacing Rock must cover hardware to satisfy fall height requirements. DETAIL SURFACE MOUNT Mini Summit Climber DETAIL DIRECT BURY Loose Fill 4' Protective Surfacing DETAIL I III(I-IIIII-111Ikh=llll =IIIII=IIIII=IIIII=IIIII 'II=IIIII=IIIII—IIIII=1111 Mini Summit IIIII=IIIII=IIIII=IIIII Climber Subgrade • Concrete (2) 3/ x 1 1/$ Support BHCS w/Pin & a 3/$, Flat Washers Support' Crushed Rock 21" 53C 42" 1070 Finished Grade t� I IIIII IIIII—IIIII IIIII Y ==IIIII-IIIII-IIIII= o IIIIIIIIII-IIIII-IIIII-11' I IIIII IIIII=IIIII-IIIII-IIIII _ b ° =IIIII-IIIII o N CD a a E o E •E ° CD a No- 12" rn N -PlayBooster0153076 Mini Summit Climber,41 Deck Sheet 2 of 601 7TH STREET SOUTH, DELANO, MINNESOTA 55328-8605 888-574-4678 LSI Install Help 888-438-6574 LSI Direct 763-972-5200 Int. FAX (763) 972-3185 P of Typical 1 1/2' Wide , Opening c Coll o - co 0) 16" Deck _----- , , 10 Disc Protective Surfacin S & landscape structures@ PLAN VIEW/FOOTING LAYOUT 11 1/z' 292 o N LO 16" Deck , SAFETY NOTE Choose a protective surfacing material that has a Critical Height Value of at least the iso 1400s height of the Highest Accessible Part/Fall Height of the adjacent equipment.(Ref.ASTM F1487.) Certified 3/3" Flange Nut w/Pin NOTE: The 16" deck height requires a minimum of one handhold panel. The handhold panel can be mounted on either side. Typical `1 PSpacer Booster Handhold Panel / Tube Po anel _ Top of DETAIL PANELATTACHMENT Support g DETAIL DISC ATTACHMENT (3) 3/8„ X 1/," BHCS w/Pin w/ 3/81' SAE Flat Washers Panel DETAIL SURFACE MOUNT 15734200 Typical Offset Hanger Clamp Assembly 3/8" x 3 3/," BHCS w/Pin (4) 1/2" Standard -- Hex Nuts w/ 1/2' Support Flat Washers ------------- c 1 3 2 X 4 Expansion M co Anchors Concrete Crushed Rock NOTE: Sufficient protec- tive surfacing must cover hardware to satisfy fall of height requirements. (2) 3/a' Flange Nuts w/Pin Loose Fill: DETAIL DIRECT BURY - '`'G Support Surfacing (2) 3/8" X 7/8" BHCS w/Pin w/ 3/8" SAE Flat Washers Subgrade Concrete Support II III O II Illl � ,� co w 0 O— c N U7 12" 300 Crushed Rock PlavBooster° 156915 Po ClimberrO. 16" © 2012 by Landscape Structures. All rights reserved. Document #184991 00 U& landscape structures, Parts List Part# Description Qty 126956 Disc, Specify Color .................................................... 1 139563 Handhold Panel, Specify Color ................................ 1 113468 Spacer Tube, Specify Color ...................................... 1 105327 5" Half Clamp, Specify Color .................................. 1 113729 Offset Hanger Clamp, Specify Color ....................... 1 100610 '/," x 5/s" Drive Rivet, SST ....................................... 1 156623 Support 10" (SM), Specify Color ............................ 1 156624 Support 10" (DB), Specify Color ............................. 1 184986 Disc Climber Hardware Package ......................... 1 100196 1/8" x 7/8" BHCS w/Pin, SST ..................................... 3 100365 3/s" SAE Flat Washer, SST ........................................ 3 139861 Handhold Hardware Package ............................... 1 100196 3/8" x 7/8" BHCS w/Pin, SST ..................................... 2 100198 3/s" x 1 Vs" BHCS w/Pin, SST .................................. 2 100351 3/8" Tee Nut, SST ........................................................ 2 100353 3/s" Flange Nut w/Pin, SST ....................................... 3 100365 3/s" SAE Flat Washer, SST ........................................ 2 124460 3/s" x 3 3/," BHCS w/Pin, SST .................................. 1 121348 4 Hole (SM) Hardware Package ........................... 1 100266 1/2" x 2 3/a' Expansion Anchor .................................. 4 100322 1/2" Standard Hex Nut, SST ...................................... 4 100363 '/2" Flat Washer, SST ................................................. 4 DB = Direct Bury SM=Surface Mount Specifications PlayBooster° 156915 Pod Climber°, 16" Disc: Rotationally molded from U.V. stabilized linear low density polyethylene, disc measures 14" in diameter x 7" high, color specified. Handhold Panel: Solid color Permalene®, color specified. Support: Weldment comprised of 1.900" O.D. RS-20 (.090" - .100"), 1.315" O.D. RS-20 (.080" - .090") and 3/16" x 5" diameter plate. Finish: ProShield®, color specified. Spacer Tube: Made from 6061-T6 aluminum '/8" O.D. x 1 11/16". Finish: ProShield, color specified. Offset Hanger Clamp Assembly: Cast aluminum. Finish: ProShield, color specified. Fasteners: Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) perASTM F 879 unless otherwise indicated (see specific prod- uct installation/specifications). Installation Time: SM - Approx. '/2 man hour DB - Approx. 3/, man hour Concrete Req.: Approx. 1.3 cu. ft. Weight: 24 lbs. (DB) 25 lbs. (SM) Fall Height: Deck Height Installation Instructions 1) (Direct Bury) Dig footing spaced as shown. See your Plan View/ Footing Layout. 2) Attach disc to support using 3/8" x 7/8" BHCS w/pin with 3/8" SAE flat washers, as shown. 3) (Direct Bury) Position support in footing hole and pour concrete footing. With support post plumb, prop support to hold in position. Allow concrete footing to cure a minimum of 72 hours before users are allowed to play on the structure. (Surface Mount) Mark anchor bolt locations on concrete slab through holes in anchor plate. Remove support with disc. Drill'/2" x 3" deep holes on marks into concrete using hammer drill and '/2" masonry bit. Tap expansion anchors into drilled holes. Fasten anchor plate to expansion anchors using'/2" standard hex nuts with'/2" flat washers. 4) Attach handhold panel to the face of the deck using 3/8" x 7/8" BHCS w/pin with 3/8" SAE flat washer and 3/8" flange nut w/pin. 5) Attach offset hanger clamp to post at height shown using 5" half clamp, 3/8" x 1 1/8" BHCS w/pin and 3/8" tee nuts. Refer to the Typical Offset Hanger Clamp Spec Sheet. 6) Attach handhold panel to the offset hanger clamp assembly using 3/8" x 3 3/4" BHCS w/pin, spacer tube and 3/8" flange nut w/pin. Refer to the Panel Attachment Detail. 7) Install protective surfacing before users are allowed to play on the structure. Eco #54544 Document #18499100 replaces 415734200. Replaced hardware package. k& landscape structuresm Configuration for Back to Back Decks at Same Height. 42" DETAIL SAFETY NOTE Choose a protective surfacing material that has a Critical Height Value of at least the height of the Highest Accessible Part/Fall IS0001 Height of the adjacent equipment. (Ref. t Certified ASTM F1487.) 14582400 M DETAIL DECK HANGER CLAMP y Post Deck (3) Deck J (3) 5" Half Hanger Clamps Clamps (6)3/$" Tee Nuts (3)3/8" Flat Washers W/ 3/8" 1 /3) 1/4 � x 5/8 " Hex Patch Nuts \Drive Rivets (6)3/8" x 1 1/8" BHCS w/Pin PlayBooster° © 2004 by Landscape Structure. 111231 Triangular Tenderdeck All rights reserved. Document kk landscape structures, Parts List PlayBooster° 111231 Triangular Tenderdeck Part# Description Qty. 145657 Tri-Deck, Specify Color................................................1 105327 5" Half Clamp, Specify Color.......................................3 106022 Deck Hanger Clamp, Specify Color ..............................3 120203 Triangular Deck Hardware Package .......................1 100198 '/$" x 1 '/," BHCS w/Pin, SST.......................................6 100321 14" Hex Patch Nut, SST.................................................3 100351 ,/g" Tee Nut, SST. ........................................................... 6 100362 1/8" Flat Washer, SST.....................................................3 100610 1/4" x 14" Drive Rivet, AL/SST......................................3 Saecifications Triangular Deck: Flange formed from 12 GA (.105") sheet steel conforming to ASTM A1011. Standing surface is perforated with 5/,6" 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", color specified. Deck Hanger Clamp Assembly: Cast aluminum. Finish: ProShielde, color specified. Fasteners: Primary fasteners shall be socketed and pinned tam- perproof in design, stainless steel (SST) per ASTM F 879 unless otherwise indicated (see specific product installation/specifications). Installation Time: Approx. '/Z man hour Weight: 61 lbs. Installation Instructions 1) Mark posts for the appropriate height of the deck you are installing. 2) Fasten deck hanger clamps to marked position on posts. See Detail on the front of this sheet. 3) Lift deck assembly into position, lining up stud underneath deck with deck hanger clamp as shown. Attach using 3/8" hex patch nuts with 3/8" flat washers. With deck level and posts plumb, final tighten all hardware. 4) Install'/4" x s/8" drive rivets in all 5" half clamps. Refer to the Typical Offset Hanger Clamp Spec Sheet. 5) After attachment of enclosures and components is complete, pour concrete footings. Allow concrete footings to cure a minimum of 72 hours before users are allowed to play on the structure. 6) Install protective surfacing before users are allowed to play on the structure. Eco #52268 Document #14582400 replaces #13954200. Replaced Tri-Deck. SAFETY NOTE Choose a protective surfacing material that has a Critical Height Value of at least the height of the Highest Accessible Part/Fall IS0001 Height of the adjacent equipment. (Ref. landscape IMIII Certified ASTM F1487.) structures® 14582600 (4) 34" x 1 14" DETAIL BHCS w/Pin - w/ 3/8' Flat Washers F NOTE: The Tri-Deck Extension Deck Extension can attach to all other deck styles. � �� Tenderdeck (4) 3/g' Standard Hex Nuts w/3/$' Flat Washers --------------' -------------' I Tri-Deck Extension 7/ DETAIL DECK HANGER CLAMP Post Deck Stud I I 5" Half (2)3/$' Tee Nuts Clamp / - ii Deck Hanger /4„ x 5/$, Clamp Drive Rivet 3/8' Hex Patch Nut w/ 3/g' Flat (2) 3/811 x 1 1/$ 1 Washer BHCS w/Pin M CO CO NOTE: When using this deck, ALL enclosures and components are mounted on the OUTSIDE of the posts. 601 7TH STREET SOUTH, DELANO, MINNESOTA 55328-8605 888-574-4678 LSI Install Help 888-438-6574 LSI Direct 763-972-5200 Int. FAX (763) 972-3185 o 2004 by Landscape Structures. All rights reserved. Document #14582600 kk landscape structures' Parts List PlayBooster° 119646 Triangular Tenderdeck Extension Part# Description Qty 145663 Tri-Deck Extension, Specify Color...............................1 105327 5" Half Clamp, Specify Color.......................................1 106022 5" Deck Hanger Clamp, Specify Color.........................1 119593 Tri-Deck Extension Hardware Package ..................1 100198 1/8" x 1 1/8" BHCS w/Pin, SST.......................................6 100321 1/8" Hex Patch Nut, SST.................................................1 100327 1/8" Standard Hex Nut, SST...........................................4 100351 1/8" Tee Nut, SST............................................................2 100362 1/8" Flat Washer, SST.....................................................9 100610 1/4" x 1/8" Drive Rivet, AL/SST......................................1 Specifications Tri-Deck Extension: Flange formed from 12 GA (.105") sheet steel conforming to ASTM A1011. 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 %" x 37 7/8" on the face of the deck and the other side measures 2 s/8" x 43 1/4". Finish: TenderTuff m, color specified. Deck Hanger Clamp Assembly: Cast aluminum. Finish: ProShield®, color specified. Fasteners: Primary fasteners shall be socketed and pinned tam- perproof in design, stainless steel (SST) per ASTM F 879 unless otherwise indicated (see specific product installation/specifications). Installation Time: Approx. 1/4 man hour Weight: 52 lbs. Installation Instructions 1) Mark the post for the appropriate height of the deck you are installing. 2) Fasten the deck hanger clamp to the marked position on the post. Refer to the Deck Hanger Clamp Detail. 3) Lift the deck into position, line up the studs underneath the deck with the deck hanger clamp. Attach using a 1/8" hex patch nut and 3/8" flat washer, as shown. 4) Attach the tri-deck extension to the tenderdeck using 1/8" x 1 1/8" BHCS w/pin with 1/8" flat washers and 14" standard hex nuts with 3/8" flat washers. 5) With the tri-deck extension level and the post plumb, install the 1/4" x 54" drive rivet in the 5" half clamp. Refer to the Typical Offset Hanger Clamp Spec Sheet. 6) Install protective surfacing before users are allowed to play on the structure. Eco #52268 Document #14582600 replaces #13954100. Replaced Tri-Deck Extension. k& landscape structuresm KICK PLATE (FOR 6" OR 8" RISE) n Kick Plate Deck -------- -750 Step Deck = _, KICK PLATE SAFETY NOTE Choose a protective surfacing material that has a Critical Height Value of at least the height of the Highest Accessible Part/Fall IS0001 Height of the adjacent equipment. (Ref. t Certified ASTM F1487.) 16574300 DETAIL Typical KICK PLATE ATTACHMENT Mainstructure (FOR 6" OR 8" RISE) Post (4)3 /8" 4)3/8" X 1 1/8" BHCS w/Pin w/ 3/8" Flat Washers FOR 16RISE ( " ) Typical Upper - _ _ - _ I, Mainstructure Deck - _--- Post 1 1/3"/29 F. i Lower Deck KICK PLATE (FOR 6" OR 8" RISE) Upper Deck __---- 2"/50 2"/50 Step Deck (4)3/811 Standard Hex Nuts w/ 3/3" Flat Washers DETAIL KICK PLATE ATTACHMENT (FOR 16" RISE) Upper Deck) o Kick — Plate (4) 3/8-' x 1 1/8" -I-tt - Lower Deck BHCS w/Pin - w/ 3/8" Flat �(4) 3/8' Standard Washers Hex Nuts w/ 3/8" DETAIL Flat Washers KICK PLATE ATTACHMENT (4) 3/$' x 1 1/8" BHCS Lower w/Pin w/ 3/8' Flat Deck Washers Kick Plate (FOR 6" OR 8" RISE) Upper Deck � J1 O ---------- O O toO N Kick PlateJ- Z- E0 co Lower Deck (4) Y." Standard Hex Nuts w/ 3/8' Flat Washers NOTE: Kick Plates mount to face of lower deck. 601 7TH STREET SOUTH, DELANO, MINNESOTA 55328-8605 888-574-4678 LSI Install Help 888-438-6574 LSI Direct 763-972-5200 Int. FAX (763) 972-3185 o 2011 by Landscape Structures. All rights reserved. Document #18161000 PlayBooster° 121948 Kick Plates, Tenderdecks, 6", 8" & 16" landscape structures® Parts List Part# 121819 121818 156058 100198 100327 100362 Description Qty. Kick Plate (For 6" or 8" Rise), Specify Color...............1 Kick Plate (For 16" Rise), Specify Color......................1 Kick Plate Tenderdeck Hardware Package ............1 3/8" x 1'/8" BHCS w/Pin, SST........................................4 3/8" Standard Hex Nut, SST...........................................4 3/8" Flat Washer, SST.....................................................8 Soecifications Kick Plate: Fabricated from 11 GA (.120") HR flat steel. Finish: TenderTuffrM, brown or gray in color. Fasteners: Primary fasteners shall be socketed and pinned tam- perproof in design, stainless steel (SST) per ASTM F 879 unless otherwise indicated (see specific product installation/specifications). Installation Time: Approx. 1/4 man hour Weight: Kick Plate (For 6" or 8" Rise) 13 lbs. Kick Plate (For 16" Rise) 23 lbs. Installation Instructions 1) Locate kick plates as labeled on your plan drawing. 2) Attach kick plate using %" x 11/8" BHCS w/pin with'/," flat washers and '4" standard hex nuts with '/8" flat washers, as shown. NOTE: Kick plates mount to face of lower deck. 3) Install protective surfacing before users are allowed to play on the structure. k& landscape structuresm Kids In Motion PLAN VIEW i i 0 3`D Concrete Footing , Minimum Use Zone SAFETY NOTE Choose a protective surfacing material that has a Critical Height Value of at least the height of the Highest Accessible Part/Fall IS0001 Height of the adjacent equipment. (Ref. IMItI Certified ASTM F1487.) 18381600 DIRECT BURY Finished Grade CD C !_ CD of Ground Pipe Assembly Concrete Footing jBearings a a C, a a 123831 SuperScoop 12" " BHCS Nuts Crushed Rock M. © 2022 by Landscape Structures. All rights reserved. Document #31 565800 kk landscape structures' Parts List Part# Description Qty. 151666 SuperScoop Assembly, Specify Color ...........................1 108248 Seat, Brown...................................................................1 107440 Ground Pipe Assembly(DB).........................................1 183873 SuperScoop Hardware Package...............................1 100175 9/8" x 2 3/4' BHCS, SST..................................................2 100353 1/8" Flange Nut w/Pin, SST............................................2 100609 '/4" x'/16' Drive Rivet, AL/AL.......................................4 156846 Play Safe Label, 2-12 Yrs..............................................1 183064 Warning Label...............................................................1 DB = Direct Bury Specifications Kids In Motion 123831 SuperScoop Seat Support: Fabricated from formed 2.375" O.D. x 3/16" wall tub- ing, zinc plated. Finish: ProShield®, color specified. Seat: Cast from 319.1 aluminum alloy. Finish: TenderTufl'', brown in color. Bucket: Almag 319 cast aluminum. Bearings: Oil impregnated bronze. Ground Pipe: Fabricated from 1.660" O.D. schedule 80 black pipe, zinc -plated. Hand Control: Fabricated from 1.05" O.D. schedule 40 black pipe, zinc plated. Finish: ProShield, color specified. Pivot Arm: Fabricated from formed 3/8" HRPO flat steel, zinc plated. Finish: ProShield, color specified. Fasteners: Primary fasteners shall be socketed and pinned tam- perproof in design, stainless steel (SST) per ASTM F 879 unless otherwise indicated (see specific product installation/specifications). Installation Time: DB - Approx. 2 '/2 man hours Concrete Req.: Approx. 1.7 cu. ft. Area Req.: 6 /1830 mm diameter Weight: 52 lbs. Installation Instructions Direct Bury 1) Dig footing as shown. 2) Insert ground pipe into footing. Pour concrete and plumb pipe. Allow concrete to cure for a minimum of 72 hours. Refer to the Direct Bury Detail. 3) Place SuperScoop assembly over bearings on ground pipe. Tap'/4" x 3/I6" drive rivets into holes. 4) Attach seat to seat support using 1/8" x 2 3/4" BHCS and 3/8" flange nuts w/pin. 5) Apply labels as shown. 6) Install protective surfacing until flush with bushing before users are allowed to play on component. Eco #0102348 Document 431565800 replaces 418381600. Updated DB Dimensions 9/& ISO 14001 I Certltled landscape 18381700 structures", SuperScoop Assembly 0 ° Play Safe Label 0 Warning Label 3/$ 1 x 5/8 , BHCS w/Pin - "-_-_ - _ = __ - -_ --- _ - - - _ ""'{�' _ "•TY�"lcal'$apd.ArEa - _`_ _ _ - - - - (4)1/2" x 2 3/4' Expansion ExtendedCpp. t. a Sla = _ Anchors w/'/2" Flat Washers &1/2' Standard Hex Nuts 1/4' X 3/16 Drive Rivets NOTE: Radius all outside corners. Ll Base Assembly PLAN VIEW SuperScoop 8° Assembly 200 DETAIL '"--- SHAFT DIRECTION_ ', - 00 00 N ° ' � N 1600 o Scooping Area �24 j61EXterded) `Bucket Fu��y 0 0 16e Base ---"--- CD Assembly o o Shaft a; E 410 U M IMPORTANT. Lay out Base 36" Min. Assembly with Shaft in Position 910 Shown for Proper Installation. Concrete Slab Existing Accessible Route Kids In Motion 123832 SuperScoop, Accessible Sheet of © 2022 by Landscape Structures. All rights reserved. Document #31 55655900 kk landscape structures' Parts List Kids In Motion 123832 SuperScoop, Accessible Part# Description Qty. 107428 Base Assembly (SM), Specify Color .............................1 151668 SuperScoop Assembly, Specify Color ...........................1 107440 Ground Pipe Assembly(DB).........................................1 121348 4-Hole (SM) Hardware Package ..............................1 100266 1/2" x 21/4" Expansion Anchor.......................................4 100322 1/2" Standard Hex Nut, SST...........................................4 100363 1/2" Flat Washer, SST.....................................................4 183874 SuperScoop Wheel Chair Hardware Package ........1 100195 1/8" x e/s" BHCS w/Pin, SST..........................................1 100609 '/4" x'/16' Drive Rivet, AL/AL.......................................4 106162 Shaft, SST......................................................................1 156846 Play Safe Label, 2-12 Yrs..............................................1 183064 Warning Label...............................................................1 DB = Direct Bury SM = Surface Mount Specifications Base Assy. (SM): Weldment comprised of 1.660" O.D. schedule 80 black pipe and 1/4" x 6" square flat plate. Finish: ProShield®, color specified. Ground Pipe (DB): Fabricated from 1.660" O.D. schedule 80 black pipe, zinc -plated. Bucket: Almag 319 cast aluminum. Hand Control: Fabricated from 1.05" O.D. schedule 40 black pipe, zinc plated. Finish: ProShield, color specified. Pivot Arm: Fabricated from formed 3/8" HRPO flat steel, zinc plated. Finish: ProShield, color specified. Bearings: Oil impregnated bronze. Fasteners: Primary fasteners shall be socketed and pinned tam- perproof in design, stainless steel (SST) per ASTM F 879 unless otherwise indicated (see specific product installation/specifications). Installation Time: DB - Approx. 2 1/2 man hours SM - Approx. 1 1/2 man hours Area Req.: 3' (914 mm) Radius minimum at 160, rotation. Weight: DB - 45 lbs. SM - 41 lbs. Installation Instructions Direct Bury 1) Dig footing as shown. 2) Insert ground pipe into footing. Pour concrete and plumb pipe. Allow concrete to cure for a minimum of 72 hours. Refer to the Direct Bury Detail. 3) Slide SuperScoop assembly over bearings on ground pipe. Tap '/4" x 3/16" drive rivets into holes. 4) Screw'/8" x'/8" BHCS w/pin into nut on SuperScoop frame. This acts as a stop against shaft to limit movement to 1601. 5) Apply labels as shown. 6) Install protective surfacing until flush with bushing before users are allowed to play on component. Surface Mount 1) Insert shaft into hole in base assembly. The shaft should protrude about 1/4" on each side of base pipe. 2) Position base assembly on concrete slab, as shown in Plan View. IM- PORTANT: Lay out base assembly with shaft in position shown for proper direction ofscooping area. Refer to the Shaft Direction Detail. 3) Drill 3" deep holes through base plate using hammer drill and 1/2" masonry bit. Tap expansion anchors into holes and secure ground pipe assembly using'/2" standard hex nuts with flat washers. 4) If installing TuffTurf tiles, install tile over base assembly now. Cut 3" diameter hole for SuperScoop frame in TuffTurf tile and install according to Typical TuffTurf Installation instructions 5) Slide SuperScoop frame assembly over base assembly and tap'/4' x 3/16' drive rivets into holes. 6) Screw 3/8" x 1/8" BHCS w/pin into nut on SuperScoop frame. This acts as a stop against shaft to limit movement to 160°. 7) Apply labels as shown. 8) Install protective surfacing around SuperScoop before users are allowed to play on component. Eco #0102348 Document #31565900 replaces #18381700. Updated DB dimensions k& landscape structuresm DETAIL SECTION OF CONCRETE CURB d ° dv ° d v d v d a D D D Sand DETAIL DIRECT BURY Bearings Finished Grade _sir- Ground Pipe Assembly Concrete Footing d d IIIIII d co 4 d a 12" Rock (0 co Concrete Crushed Rock 123967a0 Kids In Motion 123832 SuperScoop, Accessible Sheet 2 of 2 601 7TH STREET SOUTH, DELANO, MINNESOTA 55328-8605 888-574-4678 LSI Install Help 888-438-6574 LSI Direct 763-972-5200 Int. FAX (763) 972-3185 @ 2022 by Landscape Structures. All rights reserved. Document #31565900 k& landscape structures Top Typical PlayBooster (2) Infill Post Panels co co 0) 32" Deck Top of \ peck 6I ° (2) 3/ " x 7/ BHC w/in / w/ 3/ " SAE Flat Washers / (2) 3/," Flange 1 Nuts w/Pin (4) 3/ " x 1 1/$' BHCb w/Pin $ SAE (4) 3/ "Standard Tuts Flat Hex w/ 3/ " SAE Flat Wasers Washers _ 1-Step _ Section - (Lower) (2) 3/ „ x 1 3/ BHeS w/Pin w/ 3/g" SAE Flat Washers 24,E soA6 oN p u Protective Surfacing NOTE: Protective surfacing adjacent to the transfer deck must be accessible. SOON hek 1 01 l SAFETY NOTE Choose a protective surfacing material that has a Critical Height Value of at least the height of the Highest Accessible Part/Fall 1�7Q Z4oOl Height of the adjacent equipment. (Ref. I Certified ASTM F1487.) 20402200 DETAIL PANEL ATTACHMENT 3 Post (2) Typical Offset (2) /a Hanger Clamp Flange Assemblies Nuts w/Pin (2) Spacer Tubes (2) Handrails Lower Rail 1-Step Section 3/8' x 3 3/4 , CS w/Pin (2) Infill Panels DETAIL HANDRAIL ATTACHMENT (3) Rails Transfer / Deck (6) 3/ " x 2" BHCb w/ 3/8" SAE Flat Washers (4) 3/ „ x 1 3/8, BHCb w/Pin Deck w/ 3/ " SAE Flat Support WaJiers (4) 3/ " Low Crown Cap Tuts w/ 3/8 SAE Flat Washers (8) 3/ " Standard Hex Tuts w/ 3/ " (8) 3/ x 1 1/8 SAE Flat Washers BHCb w/Pin w/ 3/ " SAE Flat WN shers Step Section (6) 3/" Low Crown Cap Nuts w/ 3/ " Fender Was6rs NOTE: The illustration shown is a left hand orientation. Re- fer to the site plan drawing for the specified orientation • • 152911 Transfer• • • 601 7TH STREET SOUTH, DELANO, MINNESOTA 55328-8605 888-574-4678 LSI Install Help 888-438-6574 LSI Direct 763-972-5200 Int. FAX (763) 972-3185 o 2014Document #24445000 kk PlayBooster° 152911 Transfer Module, 32", w/Handrails landscape structures, Parts List Part# Description Qty. 100610 105327 '/R" x 3/' Drive Rivet, AL/SST......................................2 5 Half Clam, Specify Color.......................................2 113468 113729 7/8" O.D. x 1 / " Spacer Tube, Specify Color..............2 Offset Hanger elamp, Specify Color ............................2 181371 Deck Support (DB), Specify Color...............................1 181373 Deck Support (SM), Specify Color...............................1 181374 Step Support (DB), Specify Color.................................1 181376 Step Support (SM), Specify Color................................1 144696 1-Step Section, Specify Color.......................................2 152638 152641 1-Step Handrail, Specify Color.....................................2 Lower Rail, Specify Color.............................................1 153398 Transfer Deck, Specify Color........................................1 153885 Infill Panel, Specify Color.............................................2 204034 Transfer Module Hardware Package .......................1 100173 3/6" x 2" BHCS, SST......................................................6 100196 1/'11x'/ " BHCS w/Pin, SST..........................................4 100198 3/$" x 1 / " BHCS w/Pin, SST 100327 ......................................20 Y'" Standard Hex Nut, SST..........................................16 100351 Y'" Tee Nut, SST............................................................4 100353 Y'" Flange Nut w/Pin, SST............................................4 100365 3/$" SAE Flat Washer, SST 113027 ............................................54 3/8" x 1 3/6' BHCS w/Pin, SST.......................................8 124460 Y"' x 3 Y"' BHCS w/Pin, SST.......................................2 100378 3/$" Fender Washer, SST................................................6 100349 3/$" Low Crown Cap Nut, SST.....................................12 111393 4-Hole (SM) Hardware Package ..............................1 100263 1/$" x 2 3/ " Expansion Anchors......................................4 100327 3/$" Standard Hex Nut, SST...........................................4 100365 3/8" SAE Flat Washers, SST...........................................4 121256 2-Hole (SM) Hardware Package ..............................1 100263 3/$" x 2 3/ " Expansion Anchors......................................2 100327 3/'11Standard Hex Nut, SST...........................................2 100365 3/8" SAE Flat Washers, SST...........................................2 DB=Direct Bury SM=Surface Mount Saecifications Deck: Flange formed from 12 GA (.105") sheet steel conforming to ASTM A1011. Standing surface is perforated with 51 16 " diameter holes and measure 29" per (2) sides. Finish: TenderTuffT1, color specified. Railings: Weldment comprised of formed 1 '/ " O.D. x 11 GA (.120") steel tubing with 203 or 30 stainless steel inserts with 3/ " internal threads. Finish: TenderTuff, color specified. Step Sections: Formed from 12 GA (.105") sheet steel conforming to ASTM A1011. Standing surface is 243/8" wide x 14" deep and is perforated with 1/1 " diameter holes. Finish: TenderTuff, color specified. Panel: Solid color PermaleneO panel, color specified. Deck Support: Weldment comprised of 3 '/2" O.D. RS-20 (.125") 3/8" galvanized steel tubing and O.D. x 5" long rod. Finish: ProShield®, color specified. Step Support: Weldment comprised of 1.660 O.D. RS20 (.080% .095) and 1 3/4" x 1 3/4" x '/8" HR angle. Finish: ProShield, color specified. Spacer Tube: Made from 6061-T6 aluminum'/8" O.D. x 1 IV 16" Finish: ProShield, color specified. Clamps: Cast aluminum. Finish: ProShield, color specified. Fasteners: Primary fasteners shall be socketed and pinned tam- perproof in design, stainless steel (SST) per ASTM F 879 unless otherwise indicated (see specific product installation/specifications). Installation Time: SM - Approx. 3 man hours DB - Approx. 4 man hours Concrete Req.: Approx. 3.4 cu. ft. Weight: SM - 180 lbs. DB - 195 lbs. Fall Height: Deck Height Installation Instructions 1) (Direct Bury) Dig footings as shown. Refer to your Plan View/Footing Layout. 2) Attach the deck support to the transfer deck using 3/8" x'/8" BHCS w/pin and " low crown cap nuts with 3/8" SAE flat washers. NOTE: Make sure s� " rod on support is under support strap on deck as shown. Refer to the beck Support Attachment Detail. 3) Attach the 1-step section to the transfer deck using 3/ 11 x 1'/8" BHCS w/pin with 3/ " SAE flat washers and 3/$" standard hex nuts with 1/$" SAE flat washers. 4) Attach the 1-step section to the face of the mainstructure deck using Y " x I V " BHCS w/pin with 3/8" SAE flat washers and 3/8" standard hex nuts with 3/g" SAE flat washers. 5) Attach the step support to the 1-step section (lower) using 3/$" x 1 '/ " BHCS w/pin with /8" SAE flat washers and 3/8" standard hex nuts with 3/g" SAE flat washers. Refer to the Step Support Attachment Detail. 6) Attach the 1-step section (lower) to the transfer deck using 3/8" x 1'/ " BHCS w/pin with 3/8" SAE flat washers and %11 standard hex nuts with 3/$" SAE flat washers. 7) Attach offset hanger clamps to posts at heights shown using 5" half clamps, 3/ 11 x 1 '/." BHCS w/pin and 3/g" tee nuts. Refer to the Typical Offset Hanger Clamp Spec Sheet. 8) Attach infill panels to the face of the mainstructure deck using 3/ 11 x '/$" BHCS w/pin with 3/$" SAE flat washers and 3/$" flange nuts w/pm. 9) Attach infill panels to offset hanger clamp assemblies using 3/8" x 3 3/4' Att BHCS, spacer tubes and %11 flange nuts w/pin. See Panel achment Detail. 10) Attach the handrails to the steps using 3/6' x 2" BHCS with 3/ 11 SAE flat washers and 3/$" low crown cap nuts wtth 3/$" fender washers. Refer to the Handrail Attachment Detail. 11) Attach the handrails to the infill panels using 3/g" x 1 %" BHCS w/pin and 1/8" SAE flat washers. 12) Attach the lower rail to the transfer deck using Y " x 1 3/$" BHCS w/ pin with 3/$" SAE flat washers and 3/$" low crown cap nuts with 3/$" SAE flat washers. 13) Attach the lower rail to the 1-step section (lower) using 3/" x 2" BHCS with 1/8" SAE flat washers and 3/ " low crown cap nuts with 3/s" fender washers. Refer to the Handrail Attachment Detail. 14) (Direct Bury) With transfer deck and steps level and supports plumb, pour concrete footings. Allow concrete footings to cure a minimum of 72 hours before users are allowed to play on the structure. (Surface Mount) Mark holes for expansion anchors on concrete slab through support plates. Detach the module from the mainstructure and slide module aside, drill 3/$" n x 3" deep holes on marks using hammer drill and 3/g" masonry bit. Repositiomodule over drilled holes and tap expansion anchors into drilled holes. Fasten support plates to expan- sion anchors using 3/ " standard hex nuts with /8" SAE flat washers. Reattach module to s6cture. 15) Install'/4" x 5/$" drive rivets in all 5" half clamps. Refer to the Typical Offset Hanger Clamp Spec Sheet. 16) Install protective surfacing before users are allowed to play on the structure. Eco 0101327 Document 24445000 replaces 20402200.Orientation note added. k& landscape structures° NOTE: Refer to the site plan drawing for proper orienta- tion. PLAN VIEW FOOTING LAYOUT RIGHT HAND STEPTypical Concrete 32" Deck Footing 1-Step M o M Lo Section �o PLAN VIEW FOOTING LAYOUT Typical LEFT HAND STEP Concrete Footing 32" Deck C Deck 1-Stepp 22 a/ „ 19 3/ Section 3 492 (Lower) 3 /575 4" 3 3/4 95 95 SAFETY NOTE FClooserotective surfacing material that calHeight Value of at least the eHighest Accessible Part/Fall heajacent equipment. (Ref. 7.) 204022a DETAIL STEP SUPPORT BURY Loose Fill Protective Step Support Surfacing 7�1-� I 1-Step = Section LO ' ti N ,� III E 7 E M Deck Subgrade E Concrete — o ° � N 19 3/ " 22 s/ a Crushed 8.. 492 575 Rock 200 DETAIL DETAIL DETAIL SURFACE MOUNT SURFACE MOUNT STEP SUPPORT DECK SUPPORT BURY (2) 3/ " Standard Loose Fill 3Deck Support Hex Tuts w/ 1-Step Sec- Protective (Hex/Tuts Standard/3/ " SAE Flat tion g 3 Washers Lower Surfacing / "SAE Flat ( ) Washers (2) 3/8 , x 2 3/411tep Support 3 3 - Expansion Subgrad e (4) /" 8x 2 /4" - — — Anchors A S Expansion I Fo Deck Support - Anchors ;o m NOTE: Sufficient protec-_ Concrete Concrete - Concrete tive surfacing must cover hardware to satisfy fall Crushed height requirements. Crushed Rock Rock DETAIL DECK SUPPORT ATTACHMENT DETAIL STEP SUPPORT ATTACHMENT Deck ----------- ---------- (2)3/"Low Crown p - Ca Tuts w/ 3/ '. SAE p s 1-Step Section Washers Flat Wash (Lower) 0 (2) 3/ x I/ NOTE: Make sure 3/$" rod on BHCI§ w/P3in support is under support strap on deck as shown. (4) Standard Step --- Deck Hex Nuts Support (4) 3/ " x 1 1/8' ort w/ / "SAE Flat BHCS w/Pin Supp WaAers w/ /g"� �SAE Flat vVasherS PlayBooster° 152911 Transfer Module, 32", w/Handrails Sheet 2of2 t tt Int. FAX (763) 972-3185 © 2014 by Landscape Structures. All rights reserved. Document #24445000 SAFETY NOTE Choose a protective surfacing material that has a Critical Height Value of at least the Is0001 height of the Highest Accessible Part/Fall Height of the adjacent equipment. (Ref. landscape structures IMItI NOTE: When using this deck, ALL enclosures and components Certified D ASTM F1487.) 14582700 ETAI L are mounted on the OUTSIDE of the posts like the bubble panel DECK BRACE DETAIL shown below. Outside 2 Holes Use (2) DECK HANGER CLAMP 3/a' x 7/ " BHCS w/Pin Deck w/ 3/8' hat Washers Post r Deck (2)3/ 3 6 Deck Standard Han Hanger Hex Nuts (6) 5" Half -.Clamps Deck Brace Clamp (6) 1/ 11 X 5/ 11 Drive Rivets (12)3/8X 1 1/8 BHCS w/Pin pmi-o (2) Deck Braces _ o �o fV � � O Inside 2 holes Use (2) 3/ " x 1" Flat Head Cap Screws o & Standard Hex Nuts w/ 3/ '1 SAE Flat Washers o � M to NOTE:Deck brace fits inside deck face. —0 (12)3/8" Tee Nuts (6) 3/ " Flat Was6rs w/ 3/8' Hex Patch Nut: Typical Perforated Areas 36 3/0" v na (3) 3/ " x 1 1/$'BHCS w/Pin w/ 31. Flat Washers & 3/ " Standard Hex Nuts w/ 3/ 1 Flat Washers 36 3/.." 0 0 0 O 0 0 PlayBooster° 178710 Hexagon Tenderdeck 2014 by Landscape Structures. All rights reserved. Document #20738800 kk landscape structures' Parts List Play600ster° 178710 Hexagon Tenderdeck Part# Description Qty. 207385 Deck Brace, Silver.........................................................2 105327 5" Half Clamp, Specify Color ....................................... 6 106022 Deck Hanger Clamp, Specify Color .............................. 6 145659 Hex Deck, Specify Color...............................................2 137121 Hex Deck Hardware Package.................................1 100196 '/8" x 7/8' BHCS w/Pin, SST..........................................4 100198 '/8" x 1 '/8' BHCS w/Pin, SST......................................15 100327 '/8" Standard Hex Nut, SST..........................................11 100351 '/8" Tee Nut, SST...........................................................12 100362 3/8" Flat Washer, SST....................................................16 100365 3/8" SAE Flat Washer, SST.............................................4 100610 '/4' x 5/8' Drive Rivet, AUSST......................................6 100321 3/8" Hex Patch Nut, SST.................................................6 137091 3/8" x 1" Flat Head Cap Screw, SST...............................4 Specifications Hex Deck: Flange formed from 12 GA (.105") (2,67 mm) sheet steel conforming to ASTM A 1011. Standing surface is perforated with 5/16 (7,94 mm) diameter holes. Deck face has (4) slotted holes for face mounting components. The finished size measures 2 %" x 36" (66,68 mm x 914 mm) per each of the six sides for an overall dimension of 78" (1981 mm) face to face or 87" (2210 mm) point to point. Finish: TenderTuffTM, color specified. Deck Brace: Fabricated from 3/8" x 1 '/4' x 28 1/2" long zinc plated steel strap. Finish: ProShield®, silver in color. Deck Hanger Clamp Assembly: Cast aluminum. Finish: ProShield®, color specified. Fasteners: Primary fasteners shall be socketed and pinned tam- perproof in design, stainless steel (SST) per ASTM F 879 unless otherwise indicated (see specific product installation/specifications). Installation Time: Approx. 2 1/2 man hours Weight: 284 lbs. Installation Instructions 1) Mark posts for the appropriate height of the deck you are installing. 2) With deck on ground, position deck braces inside & under deck as shown and fasten outside two holes of deck braces to hex deck half using 3/8" x'/8" BHCS w/pin with 3/8" flat washers and 3/8" standard hex nuts. Fasten inside two holes of deck braces to hex deck half using 3/8" x 1" flat head cap screws and'/8" standard hex nuts with 3/8" SAE flat washers. Fasten tenderdeck members together using 1/8" x 1 '/8" BHCS w/pin with 3/8" flat washers and 3/8" standard hex nuts with 3/8" flat washers. 3) Fasten hanger clamps to marked position on posts. See Detail on the front of this sheet. 4) Lower deck assembly into position, lining up stud underneath deck with deck hanger clamp as shown. Attach using 3/8" hex patch nuts with 3/8" flat washers. 5) Level deck and plumb posts. Install the 1/4" x 518" drive rivets in all 5" half clamps. Refer to the Typical Offset Hanger Clamp Spec sheet. 6) After all enclosures/ components are installed, pour concrete footings per the Typical Concrete Footing Detail sheet. Allow concrete footings to cure a minimum of 72 hours before users are allowed to play on the structure. 7) Install protective surfacing before users are allowed to play on the structure. Eco #0100264 Document #20738800 replaces #7936000. Changed brace part number. k& landscape structures° Deck 201/2" 521 42" 1070 Typical PlayBooster Post a� m I Protective " Surfacing PlayBooster° SAFETY NOTE Choose a protective surfacing material that has a Critical Height Value of at least the height of the Highest Accessible Part/Fall ISOoo1 Height of the adjacent equipment. (Ref. mn�I=I Certified ASTM F1487.) DETAIL WHEEL ASSEMBLY (2) 3/g" Flange INVuts w/Pin 1-60 Refer to Wheel Assembly Details on sheet 2. DETAIL BARRIER/BALCONY DECK (3) 3/e" SAE Flat o Balcony Deck (4) 3/g" Standard Hex �NVuts w/ 3/8" SAE Flat Washers DETAIL TENDERDECK 111240 Balcony Deck, w/Wheel 4) 3/811 x 1 1/S HCS w/Pin w/ 3/ " SAE Flat Washers R3/a" Low rown Cap Nuts Sheet 1 of 2 © 2016 by Landscape Structures. All rights reserved. Document #24039400 kk landscape structures' Parts List Part# 146086 122586 108432 127242 127207 105327 113729 PlayBooster° 111240 Balcony Deck, w/Wheel Description Qty. Balcony Deck, Brown...................................................1 Barrier, Specify Color....................................................1 Wheel, Specify Color....................................................1 Steering Wheel Bracket, Specify Color.........................1 Wheel Clamp, Specify Color.........................................1 5" Half Clamp, Specify Clamp......................................2 Offset Hanger Clamp, Specify Color ............................2 204450 Barrier Balcony Deck Hardware Package ..............1 100198 '/8" x 1 '/s" BHCS w/Pin, SST.......................................7 100203 5/8" x 21/4" BHCS w/Pin, SST.......................................2 100349 '/8" Low Crown Cap Nut, SST......................................3 100351 s/8" Tee Nut, SST............................................................4 100365 1/8" SAE Flat Washer, SST.............................................6 100610 1/4" x 5/s" Drive Rivet, AL/SST......................................2 240354 Wire/Pipe Barrier Hardware Package ....................1 100196 1/8" x'/8' BHCS w/Pin, SST..........................................2 100353 1/8" Flange Nut w/Pin, SST............................................2 237528 '/16' x'/8" Spring Pin, SST.............................................1 234353 Cap, White.....................................................................1 100365 1/8" SAE Flat Washer, SST.............................................2 121071 Tenderdeck Hardware Package...............................1 100198 '/8" x 1 '/s" BHCS w/Pin, SST.......................................4 100327 '/8" Standard Hex Nut, SST...........................................4 100365 '/8" SAE Flat Washer, SST.............................................8 Specifications Deck: Fabricated from 12 GA(. 105") sheet steel conforming to ASTM A1011. Standing surface is perforated with 5116" diameter holes. The finished size measures 2 5/8" x 34" (straight edge) x 17" radius (curved edge). Finish: TenderTuff"', color specified. Barrier: Weldment comprised of 5/8" solid steel vertical rails, 1 '/8" O.D. steel horizontal rails with 203 or 303 stainless steel welded inserts with 5/8" internal threads. Finish: TenderTuff, color specified. Wheel: 12" diameter cast A356 aluminum alloy. Finish: TenderTuff, color specified. Wheel Bracket: Weldment comprised of formed 3/16" plate and 5/8" O.D. stainless steel shaft. Finish: ProShield®, color specified. Wheel Clamp: Formed from 3/16" x 2" HRPO zinc -plated. Finish: ProShield, color specified. Offset Hanger Clamp Assembly: Cast aluminum. Finish: ProShield, color specified. Fasteners: Primary fasteners shall be socketed and pinned tam- perproof in design, stainless steel (SST) per ASTM F 879 unless otherwise indicated (see specific product installation/specifications). Installation Time: Approx. 1 1/2 man hours Weight: 125 lbs. Fall Height: 8" - 72" (0,20 m —1,83 m) Installation Instructions 1) Attach balcony deck to tenderdeck using 3/8" x 1 1/8" BHCS w/pin with 3/8" SAE flat washers and 3/8" standard hex nuts with 3/81, SAE flat washers. Refer to the Tenderdeck Detail. 2) Attach offset hanger clamps to posts at height shown using 5" half clamps, 3/8" x 1 '/8" BHCS w/pin and 3/8" tee nuts. Refer to the Typical Offset Hanger Clamp Spec Sheet. 3) Attach barrier tabs to balcony deck using 3/8" x 1 '/8" BHCS w/pin with 3/8" SAE flat washers and 3/8" low crown cap nuts with 3/8" SAE flat washers. Refer to the Barrier/Balcony Deck Detail. 4) Attach barrier to offset hanger clamps using 5/8" x 2 1/4' BHCS w/pin, as shown. 5) Attach wheel bracket and wheel clamp to barrier in desired position using 3/8" x'/8" BHCS w/pin with 3/8" SAE flat washers and 3/8" flange nuts w/pin. Slide wheel and cap onto wheel bracket shaft and tap 3/16" x 7/a" spring pin through cap and shaft. Refer To The Wheel Assembly Details on sheets 1 & 2. 6) Install'/4" x 5/8" drive rivets in all 5" half clamps. Refer to the Typical Offset Hanger Clamp Spec Sheet. 7) Install protective surfacing before users are allowed to play on the structure. Eco 0101223 Document #24039400 replaces #22400900. Replaced cap and spring pin. k& landscape structures° 3/16n X 7�81 Spring Pi Car NOTE: To assist in the alignment of the cap to the wheel bracket shaft, tap spring pin through cap approximately'/ts". Orient spring pin to groove on wheel bracket shaft. Slide cap in place and tap spring pin though cap and shaft until flush. JYKINU r1N MOCK 11UN (CAP BACK VIEW) 3/16n X Spnn( Cap 1/16" -PlayBooiBalconySheet601 7TH STREET SOUTH, DELANO, MINNESOTA 55328-8605 888-574-4678 LSI Install Help 888-438-6574 LSI Direct 763-972-5200 Int. FAX (763) 972-3185 @ 2016 by Landscape Structures. All rights reserved. Document #24039400 k& landscape structures° (12) 1/2' Flat Wash- ers w/ (6) 1/2" Curved Spring Washers (2)Angle A\ Brackets (6) 5/16 X 7/8, BHCS w/Pin po i (6) 3/8° X 5/81 (3)Shafts BHCS w/Pin I I I I (6) 1/2" Flat Washers I Cop oCQo °C / I t ° SAFETY NOTE Choose a protective surfacing material that lighm has a Critical Height Value of at least the height of the Highest Accessible Part/Fall ISOoo1 Height of the adjacent equipment. (Ref. mn�I Certified ASTM F1487.) 14040200 (9)Tic-Tac-Toe DETAIL Blocks PANEL ATTACHMENT Typical (2)Typical PlayBooster Offset Hanger Post (2) 3/8" Flange Clamp Nuts w/Pin Assemblies 1� I I I Panel 0. I I (2) Spacer Tubes 0 ° 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 00DO e I �p1 ° j I 1 I I Tic-Tac-Toe v Panel (6) 3/$" Flange Nuts w/Pin ° OI? 0 DECK MOUNT _Cop I I I I I I I I I I I L (2) 3/g" X .3 3/4" BHCS w/Pin DETAIL TENDERDECKS Panel (4) 3/8" Flange Deck Nuts w/Pin (4)3/81' X 7/8' BHCS w/Pin w/ 3/g" SAE Flat Washers PlayBooster° 115231 Tic-Tac-Toe Panel Sheet 1 of 2 601 7TH STREET SOUTH, DELANO, MINNESOTA 55328-8605 888-574-4678 LSI Install Help 888-438-6574 LSI Direct 763-972-5200 Int. FAX (763) 972-3185 o 2006. Document #15475400 kk landscape structures, Parts List PlayBooster° 115231 Tic-Tac-Toe Panel Part# Description Qty. ABOVE DECK 105327 5" Half Clamp, Specify Color.......................................2 113729 Offset Hanger Clamp, Specify Color .............................2 113468 Spacer Tube, Specify Color...........................................2 104715 Tic-Tac-Toe Bracket, Specify Color .............................2 130642 Tic-Tac-Toe Block, Tan.................................................9 113434 Tic-Tac-Toe Panel, Specify Color.................................1 137157 Shaft Set........................................................................1 106174 Shaft 1/2 Dia x 20.75" Set, SST......................................3 134725 Tic-Tac-Toe Hardware Package...............................1 132626 5/16' x'/8" BHCS w/Pin, SST.........................................6 100195 '/8" x 518' BHCS w/Pin, SST..........................................6 100353 %" Flange Nut w/Pin, SST............................................6 100363 '/2" Flat Washer, SST....................................................18 100380 1/2" Curved Spring Washer.............................................6 124900 Tenderdeck Mounting Hardware Package .............1 124460 3/8" x 3 3/4' BHCS w/Pin, SST.......................................2 100196 '/8" x'/8' BHCS w/Pin, SST..........................................4 100198 %" x 1 '/8' BHCS w/Pin, SST.......................................4 100351 3/8" Tee Nut, SST............................................................4 100353 '/8" Flange Nut w/Pin, SST............................................6 100365 %" SAE Flat Washer, SST.............................................4 BELOW DECK 105327 5" Half Clamp, Specify Color.......................................4 113729 Offset Hanger Clamp, Specify Color .............................4 113468 Spacer Tube, Specify Color...........................................2 113464 Angled Panel Bracket, Specify Color ............................1 104715 Tic-Tac-Toe Bracket, Specify Color ..............................2 106174 Shaft, SST......................................................................3 130642 Tic-Tac-Toe Block, Tan.................................................9 113434 Tic-Tac-Toe Panel, Specify Color.................................1 100610 1/4" x 5/s" Drive Rivet, AL/SST......................................4 134725 Tic-Tac-Toe Hardware Package...............................1 132626 5/16' x'/8" BHCS w/Pin, SST.........................................6 100195 3/8" x 5/s" BHCS w/Pin, SST..........................................6 100353 14" Flange Nut w/Pin, SST............................................6 100363 1/2" Flat Washer, SST....................................................18 100380 1/2" Curved Spring Washer.............................................6 124947 Below Deck Mounting Hardware Package .............1 124460 3/8" x 3 3/4' BHCS w/Pin, SST.......................................2 100195 1/8" x 5/8" BHCS w/Pin, SST..........................................4 100198 %" x 1 '/$' BHCS w/Pin, SST.......................................8 100203 5/8" x 21/4" BHCS w/Pin, SST.......................................2 100351 3/8" Tee Nut, SST............................................................8 100353 3/g" Flange Nut w/Pin, SST............................................6 Specifications 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 Brkt: Formed from .125" thick 5052 aluminum. Finish: ProShield®, color specified. Shafts: Fabricated from diameter stainless steel with ends tapped 5/16" 18UNC-213. Angled Panel Brkt: Weldment comprised of. 190" thick 5052 aluminum formed angle with (l2) 6061-T6 aluminum threaded tubes 1 1/8" O.D. x 1 /" long. Finish: ProShield, color specified. Spacer Tube: Made from 6061-T6 aluminum'/8" O.D. x 1 "/16'. Finish: ProShield, color specified. Offset Hanger Clamp Assembly: Cast aluminum. Finish: ProShield, color specified. Fasteners: Primary fasteners shall be socketed and pinned tam- perproof in design, stainless steel (SST) perASTM F 879 unless otherwise indicated (see specific product installation/specifications). Installation Time: Above Deck Approx. 3/4 man hour Below Deck Approx. 1 man hour Weight: Above Deck 50 lbs. Below Deck 56 lbs. Installation Instructions ABOVE DECK (See Sheet 1 of 2) 1) Attach panel to the face of the deck using'/8" x'/8" BHCS w/pin with '/8" SAE flat washers and'/8" flange nuts w/pin. See Detail. 2) Attach offset hanger clamp assemblies to posts at height shown, using 5" half clamps and'/8" x 1 '/8" BHCS w/pin with'/8" tee nuts. Refer To The Typical Offset Hanger Clamp Spec Sheet. 3) Attach panel to offset hanger clamp assemblies, using 3/," x 3 3/q BHCS w/pin, spacer tubes and /s" flange nuts w/pin. See Panel Attachment Detail. 4) Attach shafts to one tic-tac-toe bracket, as shown, using 5116' x '/8" BHCS w/pin. 5) Thread a'/2" flat washer onto shaft, then one block over shaft followed by a 1/2" flat washer, 1/2' curved spring washer, and 1/2" flat washer, another block etc., ending with a'/2" flat washer. Continue in this se- quence until all blocks are on shafts. Fasten other tic-tac-toe bracket to shafts as previous. 6) Attach tic-tac-toe block assembly to panel using (6)'/8" x 5/8" BHCS w/pin through tic-tac-toe brackets and 3/8" flange nuts w/pin through panel. 7) Install protective surfacing before users are allowed to play on the structure. BELOW DECK (See Sheet 2 of 2) 1) Attach offset hanger assemblies to posts at height shown, using 5" half clamps and'/8" x 1 1/8" BHCS w/pin with'/8" tee nuts. Refer To The Typical Offset Hanger Clamp Spec Sheet. 2) Attach angled panel bracket to bottom of panel, using'/8" x 5/8" BHCS w/pin and %" flange nuts w/pin. See Panel Attachment Detail. 3) Attach angled panel bracket with panel to offset hanger clamp assem- blies, using 5/8" x 2 1/4' BHCS w/pin. See Below Deck Mount. 4) Attach top of panel to offset hanger clamp assemblies, using 3/8" x 3 3/4' BHCS w/pin, spacer tubes and'/8" flange nuts w/pin. See Typical Attachment To Post Detail. 5) Attach shafts to one tic-tac-toe bracket, as shown, using 5/16" x 7/81, BHCS w/pin. 6) Thread a'/2" flat washer onto shaft, then one block over shaft followed by a '/2" flat washer, 1/2" curved spring washer, and 1/2" flat washer, another block etc., ending with a'/2" flat washer. Continue in this se- quence until all blocks are on shafts. Fasten other tic-tac-toe bracket to shafts as previous. 7) Attach tic-tac-toe block assembly to panel, using (6) 3/8" x 5/8" BHCS w/pin through tic-tac-toe brackets and 3/8" flange nuts w/pin through panel. 8) Install'/4" x 5/8" drive rivets in all 5" half clamps. Refer to the Typical Offset Hanger Clamp Spec Sheet. 9) Install protective surfacing before users are allowed to play on the Eco #52869 Document #15475400 replaces 414040200. Replaced Tic-Tac-Toe Block Set. k& landscape structures° I i I i I I �yy I I I I I J I (2)3/8" Flange �t' Nuts w/Pin j` I I I I (2)5/81 X 2'/4" j BHCS w/Pin I �I i J I Typical PlayBooster ' Post I I I I I I 1 I (I I 140402a0 J I - I I I 48" or Higher """tl I (4)TypicalOffset I I Deck -� ; Hanger Clamp Assemblies i I 3 " (9)Tic-Tac-Toe Blocks � I o (12) 1/2" Flat Washers w/ (6)'/2' Curved O 'Ij- Spring Washers I \ I Brackets Brackets (2)S pacer Tubes (6) 5/161 1 X 7/811 BHCS w/Pin Protective Surfacing (1 0) 3/8X 5/8 BHCS w/Pin �k, .i00� Angled Panel Bracket Sh (6) 1/," Flat Washers (10)3/a" Flange Nuts w/Pin BELOW DECK MOUNT PlayBooster° 115231 Tic-Tac-Toe Panel Sheet 2 of 2 © 2006 by Landscape Structures. All rights reserved. Document #1 5475400 SAFETY NOTE Choose a protective surfacing material that has a Critical Height Value of at least the A height of the Highest Accessible Part/Fall ISO 14001 Height of the adjacent equipment. (Ref. RIMMMM Certified ASTM F1487.) landscape 6-8-01 structures DETAIL 13452500 PANEL ATTACHMENT (2)TypicalOffset Hanger Clamp Assemblies Flange Nuts w/Pin Typical Pla Booster Post 35 5is Panel (2) Spacer To of Panel � D �illTubes n D� Learning (rL)3/g� X 3 3/4° lll��e \BHCS w/Pin f h� TDa°f c'+ d e •° DETAIL Clamp � � �r TEND DECKS k� mn®P °• M Co r m D Panel CV)� coCo$ t � ° i (4) 3/ 3„Flange Deck Nutsw/Pin eel 'good 1 Deck o (4) 3/$" X 7/ " BHCS w/Pin \ w/ 3/3" SAE Flat Washers no Top of L' DETAIL ec Braille & Clock Panel BOLT HEAD Back Side DECK MOUNT NOTE: If bolt head is not flush with panel, use rubber mallet to press it in. PlayBooster"° 123844 Braille & Clock Panel 601 7TH STREET SOUTH, DELANO, MINNESOTA 55328-8605 888-574-4678 LSI Install Help 888-438-6574 LSI Direct 763-972-5200 Int. FAX (763) 972-3185 kk landscape structures, Parts List PlayBooster° 123844 Braille & Clock Panel Part# Description Qty. ABOVE DECK 105327 5" Half Clamp, Specify Color.......................................2 113729 Offset Hanger Clamp, Specify Color ............................2 113468 Spacer Tube, Specify Color...........................................2 124082 Braille & Clock Panel, Specify Color ...........................1 124900 Above Deck Mounting Hardware Package .............1 124460 '/8" x 31/4" BHCS w/Pin, SST.......................................2 100196 '/8" x'/8' BHCS w/Pin, SST..........................................4 100198 '/8" x 1 '/8' BHCS w/Pin, SST.......................................4 100351 '/8" Tee Nut, SST............................................................4 100353 '/8" Flange Nut w/Pin, SST............................................6 100365 '/8" SAE Flat Washer, SST.............................................4 BELOW DECK 105327 5" Half Clamp, Specify Color.......................................4 113729 Offset Hanger Clamp, Specify Color ............................4 113468 Spacer Tube, Specify Color...........................................2 113464 Angled Panel Bracket, Specify Color ............................1 124082 Braille & Clock Panel, Specify Color ...........................1 100610 1/4" x I/," Drive Rivet, AL/SST......................................4 124947 Below Deck Mounting Hardware Package ...........1 124460 '/," x 31/4" BHCS w/Pin, SST.......................................2 100195 '/," x'/$' BHCS w/Pin, SST..........................................4 100198 '/," x 1 '/$' BHCS w/Pin, SST.......................................8 100203 %" x 2'/4' BHCS w/Pin, SST.......................................2 100351 1/," Tee Nut, SST............................................................8 100353 '/," Flange Nut w/Pin, SST............................................6 Specifications Permalene® Panel: Two color panel measures 35 %n wide x 41" high, color specified. Braille Insert: Fabricated from 20 GA (.036") stainless steel. Offset Hanger Clamp Assy.: Cast aluminum. Finish: ProShield®, color specified. Angled Panel Brkt: Weldment comprised of. 190" thick 5052 aluminum formed angle with (2) 6061-T6 aluminum threaded tubes 1 '/ " O.D. x 1 1/" long. Finish: ProShield, color specified$ Z Spacer Tube: Made from 6061-T6 aluminum'/8" O.D. x 1 "/16 Finish: ProShield, color specified. Fasteners: Primary fasteners are socketed and pinned tamper- proof in design, stainless steel (SST) per ASTM F 879 unless otherwise indicated (see specific product installation/specifications). Installation Time: Above Deck Approx. 3/4 man hour Below Deck Approx. 1 man hour Weight: Above Deck 52 lbs. Below Deck 58 lbs. Installation Instructions ABOVE DECK (SEE SHEET I OF 2) 1) Attach panel to the face of the deck, using 3/8" x'/8" BHCS w/pin with 3/8" SAE flat washers and 3/8" flange nuts w/pin. See Detail. 2) Attach offset hanger assemblies to posts at height shown, using half clamps and 3/8" x 1 '/8" BHCS w/pin with 3/8" tee nuts. Refer To The Typical Offset Hanger Clamp Spec Sheet. 3) Attach panel to offset hanger clamp assemblies using %11 x 3 3/4" BHCS w/pin, spacer tubes and 3/8" flange nuts w/pin. See Panel Attachment Detail. 4) Install protective surfacing before users are allowed to play on the structure. BELOW DECK (SEE SHEET 2 OF 2) 1) Attach offset hanger assemblies to posts at height shown, using half clamps and 3/8" x 1 '/g" BHCS w/pin with 3/8" tee nuts. Refer To The Typical Offset Hanger Clamp Spec Sheet. 2) Attach angled panel bracket to bottom of panel, using'/8" x 5/8" BHCS w/pin and 3/8" flange nuts w/pin. See Below Deck Mount. 3) Attach angled panel bracket with panel to offset hanger assemblies, using 5/8" x 2 1/4" BHCS w/pin. See Below Deck Mount. 4) Attach top of panel to offset hanger assemblies using 3/8" x 3 3/4' BHCS w/pin, spacer tubes and 3/8" flange nuts w/pin. See Typical Attachment To Post Detail. 5) Install'/4' x 5/8" drive rivets in all 5" half clamps. Refer To The Typical Offset Hanger Clamp Spec Sheet. 6) Install protective surfacing before users are allowed to play on the structure. 2-14-01 Document #13452500 replaces #13101200. Removed recycled deck hardware package from parts list. 2-19-18 Added bolt head detail. k& landscape structures° (2)3/ 81, Flange Nuts w/Pin of Clamp \ I Top 0 M (2)5/8" X 2 1/4 BHCS w/Pin See A Bracket/Panel Height Table_ 3 Grade-- , -= = i r, Finished Protective Surfacing 134525a0 J� Typical PlayBooster Post 48"or Higher - Deck l (4)Typical Offset Hanger Clamp ����/) Assemblies ° �' Learnon ou D h 0 3 c d e (2) Spacer \ a, a .° Tubes Braille & Clock Pr Panel (2)3/ " 2)3/" X 3 3/4 II t BHCS w/Pin ° S ' s (4)3/"X5/ii Of BHCb w/An ®d0 feel q® vim a BELOW Q, DECK La Q_ MOUNT Angled Panel (4)3/8" Flange Bracket Nuts w/Pin Clamp/Panel Height Table Below Deck A 48" 61/4"/159 56" And Higher 14 1/2"/368 PlayBooster"�' 123844 Braille & Clock Panel Sheet 2 of 2 601 7TH STREET SOUTH, DELANO, MINNESOTA 55328-8605 888-574-4678 LSI Install Help 888-438-6574 LSI Direct 763-972-5200 Int. FAX (763) 972-3185 2001 by Landscape Structures. All rights reserved. Document #13452500 k& landscape structures° of Panel Top o--1---[ II I II (8) 3/ x 2" BHC� w/Pin 0 To of peck DECK MOUNT "I , 905 SAFETY NOTE Choose a protective surfacing material that lighm has a Critical Height Value of at least the height of the Highest Accessible Part/Fall ISOoo1 Height of the adjacent equipment. (Ref. mn�IWI Certified ASTM F1487.) 1-1-01 DETAIL 13401700 PANEL ATTACHMENT I Post (2) Typical Offset (2) 3/8' Flange Hanger Clamp Nuts w/Pin Assemblies Q Panel (2) Spacer _ J Tubes (2)3/nx33/4 BHCb w/Pin �— (16) Rods Image o oPanel o �� o (4) Rod Covers (8) 3/8' Flange Nuts w/Pin DETAIL PIVOT BLOCK ASSEMBLY 176 Pivot r(=1 Blocks —(176) Pivot DETAIL Blocks TENDERDECKS Panel (4)3/ 8 " Flange deck Nuts w/Pin (4) 3/ " X 7/ " BHCS w/Pin w/ 3/8' SA� Flat Washers DETAIL ROD COVERS (4) Rod Covers Panel NOTE: Large Radius of rod cover to be oriented away from panel. PlayBoosterO 127681 Image Panel, 176 Blocks Sheet 1 of 2 601 7TH STREET SOUTH, DELANO, MINNESOTA 55328-8605 888-574-4678 LSI Install Help 888-438-6574 LSI Direct 763-972-5200 Int. FAX (763) 972-3185 kk landscape structures' Parts List PlayBooster° 127681 Image Panel, 176 Blocks Part# Description Qty. ABOVE DECK 105327 5" Half Clamp, Specify Color.......................................2 113729 Offset Hanger Clamp, Specify Color ............................2 113468 Spacer Tube, Specify Color...........................................2 127497 Pivot Block Assembly Set.............................................1 108963 Rod Cover, Specify Color.............................................4 119689 23 1/16' Rod, Steel.........................................................16 114232 Image Panel, Specify Color...........................................1 100610 1/4" x 5/," Drive Rivet, AUSST......................................2 128295 Image Panel Hardware Package ..............................1 100173 1/6" x 2" BHCS, SST 100353 ......................................................8 3/$" Flange Nut w/Pin, SST............................................8 124900 Tenderdeck Mounting Hardware Package .............1 124460 1/x 3 3/ " BHCS w/Pin, SST 100196 8" .......................................2 3/" x'/ "'BHCS w/Pin, SST..........................................4 100198 /"' x 1 �/ " BHCS w/Pin, SST 100351 .......................................4 Y'" Tee lout, SST............................................................4 100353 3/$" Flange Nut w/Pin, SST............................................6 100365 3/8" SAE Flat Washer, SST.............................................4 BELOW DECK 105327 5" Half Clamp, Specify Color.......................................4 113729 Offset Hanger Clamp, Specify Color ............................4 113468 Spacer Tube, Specify Color...........................................2 113464 Angled Panel Bracket, Specify Color ............................1 127497 Pivot Block Assembly Set.............................................1 108963 Rod Cover, Specify Color.............................................4 119689 23 1/1fi' Rod, Steel.........................................................16 114232 Image Panel (176 Blocks), Specify Color.....................1 100610 1/4" x 5/," Drive Rivet, AL/SST......................................4 128295 Image Panel Hardware Package ..............................1 100173 3/$ x 2" BHCS, SST 100353 ......................................................8 '/8" Flae Nut w/Pin, SST............................................8 ng 124947 Below Deck Mounting Hardware Package .............1 124460 1/x 3 3/ " BHCS w/Pin, SST 100195 8" .......................................2 3/ .. x e/ "`BHCS w/Pin, SST..........................................4 100198 /"' x 1 � / " BHCS w/Pin, SST ....................................... 8 100203 5/8" x 2 1/8" BHCS w/Pin, SST.......................................2 100351 s/6' Tee lout, SST 100353 ............................................................8 3/$" Flange Nut w/Pin, SST............................................6 Specifications Permalene Panel: Solid color panel measures 35 11 wide x 41" high, color specified. Pivot Blocks: U.V. stabilized high -density polyethylene, tan on one side and brown on the other. Rod Cover: Solid color Permalene, color specified. Steel Rod: 1/2" diameter CRS zinc plated rod. Angled Panel Brkt: Weldment comprised of. 190" thick 5052 aluminum formed angle with (2) 6061-T6 aluminum threaded tubes 1 1/8 O.D. x 1 1/2' long. Finish: ProShield®, color specified. Spacer Tube: Made from 6061-T6 aluminum '/$" O.D. x 1 11/16'. Finish: ProShield, color specified. Offset Hanger Clamp Assembly: Cast aluminum. Finish: ProShield, color speci- fied. Fasteners: Primary fasteners shall be socketed and pinned tam- perproof in design, stainless steel (SST) per ASTM F 879 unless otherwise indicated (see specific product installation/specifications). Installation Time: Above Deck Approx. 1 man hour Below Deck Apppprox. 1 1/4 man hours Weight: Above Deck 721bs. Below Deck 78 lbs. Installation Instructions ABOVE DECK (See Sheet 1 of 2) 1) Attach panel to the face of the deck using 3/ " x'/g" BHCS w/pin with 3/8 SAE flat washers and 3/81, flange nubs w/pm. Refer to the Tenderdeck Detail. 2) Attach offset hanger clamp assemblies to posts at height shown, using 5" half clamps and 3/m $" x 1 1/8" BHCS w/pwith 3/8" tee nuts. Refer To The Typical Offset Hanger Clamp Spec Sheet. 3) Attach panel to offset hanger clamp assemblies, using 3/ " x 3 3/4' BHCS w/pin, spacer tubes and 3/8 flange nuts w/pin. gee Panel Attachment Detail. 4) Place (11) pivot blocks on a 23 1/ 6' rod and tap or press ends of rods into cut out grooves on panel. Continue this process until all (16) rods are in place. 5) Attach the upper and lower rod covers, using 3/$" x 2" BHCS with 3/81' flange nuts w/pin. 6) Install protective surfacing before users are allowed to play on the structure. BELOW DECK (See Sheet 2 of 2) 1) Attach offset hanger clamp assemblies to posts at height shown, using 5" half clamps and 3/g11 x 1 1/8m " BHCS w/pwith 3/8" tee nuts. Refer To The Typical Offset Hanger Clamp Spec Sheet. 2) Attach angled panel bracket to bottom of panel, using 3/811 x 518" BHCS w/pin and 3/8" flange nuts w/pin. See Below Deck Mount. 3) Attach angled panel bracket with panel to offset hanger clamp as- semblies, using 5/8" x 2 1/4" BHCS w/pin. See Below Deck Mount. 4) Attach top of panel to offset hanger clamp assemblies, using Y " x 3 3/4 ' BHCS w/pm, spacer tubes and 3/811 flange nuts w/pin. See Typical Attachment To Post Detail. 5) Place (11) pivot blocks on a 23 1/ 6' rod and tap or press ends of rods into cut out grooves on panel. Continue this process until all (16) rods are in place. 6) Attach the upper and lower rod covers, using 3/811 x 2" BHCS with 3/81, flange nuts w/pin. 7) Install 1/ " x 5/$" drive rivets in all 5" half clamps. Refer to the Typical Offset Danger Clamp Spec Sheet. 8) Install protective surfacing before users are allowed to play on the structure. ECO 0101331 Document #24481000 replaces #13401700. Added rod cover orientation detail. k& landscape structuresm Clamp/Panel Height Table Below Deck A 48" 6'/4"/159 Hig erd 141/2'/368 , , , , , , , , , , (2) 3/3" Flange Nuts w/Pin Top oiC amp( 0 Cl) A , , , , , , , i (2)'/ 8 x 2 1/4" BHCS w/Pin , , , , Top of Cla�� 1-1-01 130634a0 DETAIL ROD COVERS DETAIL PIVOT BLOCK ASSEMBLY I I Panel , L Pivotks , , (16) Rods , 48" or Higher _ ------ __ �- Deck ---- - ___ --- Q See , Clamp/Panel Height Table 1 \ (2) Spacer Tubes (8)3/"x2" BHCb w/Pin \ \ (4)3/ " x 5/ " BHdS w/hn 0. (2) 3/$" x 3 3/4" BHCS w/Pin I' , 0- Le" - (8) 3/8" Flange (4) Rod Covers NOTE: Large Radius of rod cover to be oriented away from panel. Typical PlayBooster Post (4)Typical Affset Hanger lamp Assemblies — Image Panel (176) Pivot Blocks (4) Rod Covers BELOW DECK MOUNT Angled Panel Nuts w/Pln Finished Grad\ _ Bracket (4) 3/4' Flange Protective = Nuts w/Pin Surfacing PlayBooster° 127681 Image Panel, 176 Sheet 2of2 UnT ©2001 by Landscape Structures. All rights reserved. Document #24481000 k& landscape structures° Typical PlayBooster Post (2) 5" Half Clamps I I I I I I I Clamp Protective \ Surfacing SAFETY NOTE Choose a protective surfacing material that has a Critical Height Value of at least the height of the Highest Accessible Part/Fall ISOoo1 Height of the adjacent equipment. (Ref. mn�I Certified ASTM F1487.) 12906600 Image Panel ----� I � I � Frame I I I I I I ' I I I I I I I I- l ``y IIY III \\\ \ III \\ \ \ II 01 Accessible Surface NOTE: The large radius on the frame needs to face down, as shown. PlayBoo129043Image,Blocks,of 2 601 7TH STREET SOUTH, DELANO, MINNESOTA 55328-8605 888-574-4678 LSI Install Help 888-438-6574 LSI Direct 763-972-5200 Int. FAX (763) 972-3185 o 2015 by Landscape Structures. All rights reserved. Document #21303900 kk landscape structures' Parts List PlayBooster° 129043 Image, 75 Blocks, Reach Panel Part# Description Qty. 127483 Frame, Specify Color.....................................................1 105327 5" Half Clamp, Specify Color.......................................2 136751 Pivot Block Set..............................................................1 115460 1/2" x 11 7/1," Rod, Aluminum.......................................15 100610 1/4' x e/s" Drive Rivet, Specify Color .............................2 129065 Reach Image Panel Set, Specify Color .....................1 127460 Front Panel, Specify Color............................................2 127433 Back Panel, Specify Color.............................................2 127438 Cover Panel, Specify Color...........................................2 213030 Panel Hardware Package..........................................1 100196 '/8" x'/8' BHCS w/Pin, SST..........................................4 100199 '/8" x 21/4" BHCS w/Pin, SST.......................................8 100351 s/8" Tee nut, SST............................................................4 100353 '/8" Flange Nut w/Pin, SST...........................................12 113027 '/8" x 1'/s" BHCS w/Pin, SST.......................................4 100365 '/8" SAE Flat Washers, SST...........................................4 Soecifications Image Panel: Solid color Permalene® panel measures 341/4" wide x 13" high, color specified. Pivot Block: U.V. stabilized high -density polyethylene, tan on one side and brown on the other. Frame: Weldment comprised of /4" steel. Finish: ProShield®, color specified. Half Clamp: Cast aluminum. Finish: ProShield, color specified. Fasteners: Primary fasteners shall be socketed and pinned tam- perproof in design, stainless steel (SST) per ASTM F 879 unless otherwise indicated (see specific product installation/specifications). Installation Time: Approx. V2 man hour Weight: 44 lbs. Installation Instructions 1) Assemble panel using frame, pivot blocks, '/2" x 11 7/16" rods, front panel, back panel, and cover panels as shown. Refer to the Panel As- sembly Detail. 2) Attach the assembled panel to the posts at the height shown using 5" half clamps, 3/8" x 7/8" BHCS w/pin with 3/8" SAE flat washers and 3/8" tee nuts. NOTE: The large radius on the frame needs to face down, as shown. 3) Install'/4" x'/8" drive rivets in all 5" half clamps. Refer to the Typical Offset Hanger Clamp Spec Sheet. 4) Install protective surfacing before users are allowed to play on the structure. ECO 0100447 Document #21303900 replaces #13700300 Replaced hardware package. k& landscape structuresm (8) 3/8" x 2 1/4" BHCS w/Pin (4) 3/8' x 1 3/31r BHCS w/Pin 119 DETAIL PANEL ASSEMBLY o. o (75) Pivot Blocks (15) 1/2" x 11 7/16" Rods Typical PlayBooster Post Image Panel Front Panels Frame (2) Back Panels (2) Cover Panels Frame (12) 3/8" Flange Nuts w/Pin 213039a (4)3/8 " Tee Nuts Top of amp (4) 3/g' x 7/8' BHCS w/Pin 0 w/ 3/8" SAE Flat Washers 0 (2) 5" Half Clamps NOTE: The large radius on the frame needs to face down, as shown. =� N 04 ao ch Deck 2--- NOTE: If the Image Panel is located on a wheelchair ac- cessible deck, a Curb (Model #191031) is required. - Orofective Surfacing PlayBooster®\4�a43 Image 75 Blocks, Reach Panel Sheet 2 of 2 © 2015 by Landscape Structures. All rights reserved. Document #21 303900 SAFETY NOTE Choose a protective surfacing material that has a Critical Height Value of at least the height of the Highest Accessible Part/Fall Is0001 Height of the adjacent equipment. (Ref. k& t Certified ASTM F1487.) landscape 16203400 structures° Periscope Assembly Periscope Typical Panel PlayBooster ` J Post I I ' II I ® I I (2)Access Clamps ° (2) 5" Half ° Clamps ° NOTE. The large radius on the access clamp needs to face down, as _-- I shown. I I I I Angle I I L X N 2 O L I k\ I O 1.Z \III N Q ' I I / \ 111 II� 1�\\� \\I1,1 I Il,--�jlj I111 I III\� 1 � - ==1 .� :_'I-1-_ - \ II 111 II \\\ �\\ III Protective Surfacing \\\ III \\\ //A\ o Accessible Surface PlayBooster° 135729 Periscope, Reach Panel Sheet 1 of 3 601 7TH STREET SOUTH,.ELAN., MINNESOTA 55328-8605 © 2015 by Landscape Structures. All rights reserved. Document #21299700 A& landscape structures° (7)3 /8" Flange Nuts w/Pin \ DETAIL PERISCOPE ATTACHMENT Mounting Plate (2) 3/8, X 5/8' BHCS w/Pin Urethane Bumper \ \ Periscope 010 O O ® - (2) Angle (1) 3/8" X 1 1/8" BHCS w/Pin w/ 3/8" Flat Washer 162034b (2) 3/811 X 1 1/8" BHCS w/Pin (2) 3/8n X 7/811 BHCS w/Pin PlayBooster"�' 601 7TH STREET SOUTH, DELANO, MINNESOTA 55328-8605 888-574-4678 LSI Install Help 888-438-6574 LSI Direct 763-972-5200 Int. FAX (763) 972-3185 o 2015 by Landscape Structures. All rights reserved. SAFETY NOTE Choose a protective surfacing material that has a Critical Height Value of at least the IS0001 height of the Highest Accessible Part/Fall Height of the adjacent equipment. (Ref. t Certified ASTM F1487.) landscape structures 212995b DETAIL (4) 3/8" x 1 1/2' PANEL ATTACHMENT BHCS w/Pin w/ 3/81' SAE Flat Washers (2) 5" Half Clamps P4) 3/3 11 Post Tee Nuts (2)Access Spacer Panels (2)Access Clamps NOTE: The large radius Panel on the access clamp needs to face down, as shown. @ (4) 3/8' X 7/8' @. BHCS w/Pin w/ 3/81' SAE Flat Washers \ 1 / (4) 3/8 ' Flange Nuts w/Pin DETAIL PANEL ATTACHMENT (WITH BALCONY DECK) (4)3 /8" (2) Access Tee Nuts Spacer Panels 'I 1 =__--- 2 Accessp ----� , N Clam s I „j h (2) 5" Half Panel Clamps �� ' O �y 0 O ------------ 4) Y." X 1 1/2„ --� BHCS w/Pin w/ 3/8" SAE Flat Washers PlayBooster° 135729 Periscope, Reach Panel Sheet 2 of 3 © 2015 by Landscape Structures. All rights reserved. Document #21299700 k& landscape structures° Typical PlayBooster Post Of Periscope Assembly O 000 -27 Ir° o l 212997a Access Clamps (2) 5" Half Clamps DETAIL ANGLE ATTACHMENT Angle Periscope Periscope NPanel Panel 00 P') Deck , ______ °--- O ToP Of / peck NOTE: If the Periscope Reach Panel is located on a wheel- chair accessible deck, a curb (Model #191031) is required. Angle (4) #14 x 1/4" Torx Screws PlayBooster'8) 135729 Periscope, 601 7TH STREET SOUTH, DELANO, MINNESOTA 55328-8605 888-574-4678 LSI Install Help 888-438-6574 LSI Direct 763-972-5200 Int. FAX (763) 972-3185 o 2015 by Landscape Structures. All rights reserved. kk landscape structures, Parts List Part# 161792 129118 130269 127331 105327 188387 100610 211890 PlayBooster° 135729 Periscope, Reach Panel Description Qty Periscope Panel, Specify Color.....................................1 Periscope Assembly, Specify Color...............................1 Mounting Plate, Specify Color......................................1 Angle, Black..................................................................1 5" Half Clamp, Specify Color.......................................2 Access Clamp, Specify Color........................................2 1/4" x 5/8' Drive Rivet, AL/SST......................................2 Access Panel Spacer, Specify Color ..............................2 130367 Periscope Attachment Hardware Package ..............1 100195 '/8" x 518' BHCS w/Pin, SST..........................................2 100196 '/8" x'/8' BHCS w/Pin, SST..........................................2 100198 '/8" x 1 1/8' BHCS w/Pin, SST.......................................3 100353 '/8" Flange Nut w/Pin, SST............................................7 100362 s/8" Flat Washer, SST.....................................................1 145121 Urethane Bumper...........................................................1 212999 Panel Hardware Package..........................................1 100196 '/8" x'/8 BHCS w/Pin, SST............................................4 100351 s/8" Tee Nut, SST............................................................4 100353 '/8" Flange Nut w/Pin, SST............................................4 127463 Torx Hex Bit..................................................................1 127872 #14 x'/4' Torx Screw, SST............................................4 100171 '/8" x 1 1/2 BHCS w/Pin, SST.........................................4 100365 3/8" SAE Flat Washer, SST.............................................8 Specifications Panel: Two color Permalene® panel measures 34" wide x 18" high, color specified. Panel Spacer: Permalene®, color specified. Periscope Assy.: Fabricated from an octagon 14 GA (.075") steel tube with (2) 18 GA (.048") 304 stainless steel bright annealed (reflective finishes). Periscope rotates vertically and horizontally. Finish: ProShield®, color specified. Permalene: Hand -grip and lense covers are black in color. Mounting Plate: Fabricated from formed 11 GA (.120") HRS. Finish ProShield, color specified. Angle: Fabricated from formed 11 GA (.120" HRS. Finish: ProShield, Black in color. Access Clamp: Weldment comprised of 3/8" HRPO steel plate and 1/4' x 1 1/4" wide steel clamp. Finish: ProShield, color specified. Half Clamp: Cast aluminum. Finish: ProShield, color specified. Fasteners: Primary fasteners shall be socketed and pinned tam- perproof in design, stainless steel (SST) per ASTM F 879 unless otherwise indicated (see specific product installation/specifications). Installation Time: Approx. 3/4 man hour Weight: 46 lbs. Installation Instructions 1) Attach the angle to the bottom of the panel using # 14 x 3/4' torx screws. Refer to the Angle Attachment Detail. 2) Attach the access clamps to posts at the height shown, using 5" half clamps, 1/8" x'/8" BHCS w/pin with'/8" SAE flat washers and'/8" tee nuts. NOTE: The large radius on the access clamp needs to face down, as shown. 3) Attach panel and access spacer panels to access clamps, using 3/8" x 11/2" BHCS w/pin, with 3/8" SAE flat washers and 3/8" flange nuts w/ pin. Refer to the Panel Attachment Detail. 4) Attach periscope assembly to panel using mounting plate, 3/8" x 5/8" BHCS w/pin, 3/8" x'/8" BHCS w/pin, 3/8" x 1 '/8" BHCS w/pin and 3/8" flange nuts w/pin, as shown. Refer to the Periscope Attachment Detail. 5) Attach urethane bumper to periscope assembly using 3/8" x 1 '/8" BHCS w/pin with N" flat washer and 3/8" flange nut w/pin, as shown. 6) Install 1/4 x 5/8" drive rivets in all 5" half clamps. Refer to the Typical Offset Hanger Clamp Spec Sheet. 7) Install protective surfacing before users are allowed to play on the structure. Sheet 3 of 3 Document #21299700 Eco #0100449 Document #21299700 replaces #18840100. Replaced hardware pkg. & added spacer panels. k& landscape structuresm ` L 0 L J L_ O C:) tU CO U 04 a)O M C C L L Q O IL 2 N Q L 1 Typical PlayBooster Post I - Protective Surfacing SAFETY NOTE Choose a protective surfacing material that mom has a Critical Height Value of at least the height of the Highest Accessible Part/Fall IS0001 Height of the adjacent equipment. (Ref. I Certified ASTM F1487.) (4) 3/ " x 1 '/8" Match 3 BHC� w/Pin Panel (2) Rod Covers (4)1/ 8 " Flange Nuts /Pin I I (2) Access Clamps I I/I TtaENS TAKE THREE T® R®W T® WIN IN A _ _ - - NOTE: The large radius " -- on the access bracket needs to face down, as } shown. Accessible Surface 13573300 PlayBoosterO 601 7TH STREET SOUTH, DELANO, MINNESOTA 55328-8605 888-574-4678 LSI Install Help 888-438-6574 LSI Direct 763-972-5200 Int. FAX (763) 972-3185 o 2015 by Landscape Structures. All rights reserved. Doctiwer. , 99111 kk landscape structures' Parts List Play600ster 1135730 Match 3, Reach Panel Part# Description Qty. 135115 Match 3 Panel, Specify Color........................................1 136774 Pivot Block Set..............................................................1 135116 Aluminum Rod 12 5/8 .'..................................................4 135114 Rod Cover, Specify Color.............................................2 127331 Angle, Black..................................................................1 188387 Access Clamp, Specify Color........................................2 105327 5" Half Clamp, Specify Color.......................................2 100610 1/4" x s/," Drive Rivet, AL/SST......................................2 211890 Access Panel Spacer, Specify Color ..............................2 122034 Match 3 Hardware Package.....................................1 100198 3/8" x 1 '/," BHCS w/Pin, SST.......................................6 100353 3/8" Flange Nut w/Pin, SST............................................6 212999 Panel Hardware Package..........................................1 100196 3/8" x Y, BHCS w/Pin, SST............................................4 100351 3/8" Tee Nut, SST............................................................4 100353 3/8" Flange Nut w/Pin, SST............................................4 127463 Torx Hex Bit..................................................................1 127872 #14 x 3/4' Torx Screw, SST............................................4 100171 3/8" x 1 1/2 BHCS w/Pin, SST.........................................4 100365 3/8" SAE Flat Washer, SST.............................................8 Specifications Panel: Two color Permalene® panel measures 34" wide x 14" high, color specified. Panel Spacer: Permalene®, color specified. Pivot Blocks: U.V. stabilized high -density polyethylene, tan on one side and brown on the other. Aluminum Rod: 1/2" x 12 5/$" aluminum rod. Rod Cover: Solid color Permalene, color specified. Angle: Fabricated from formed 11 GA (.120" HRS. Finish: ProShield®, Black in color. Access Clamp: Weldment comprised of 3/$" HRPO steel plate and '/4' x 1 3/4" wide steel clamp. Finish: ProShield, color specified. Half Clamp: Cast aluminum. Finish: ProShield, color specified. Fasteners: Primary fasteners shall be socketed and pinned tam- perproof in design, stainless steel (SST) per ASTM F 879 unless otherwise indicated (see specific product installation/specifications). Installation Time: Approx. 3/4 man hour Weight: 26 lbs. Installation Instructions 1) Attach the angle to the bottom of the panel, using #14 x 1/4" torx screws. Refer to the Angle Attachment Detail. 2) Attach the access clamps to posts at the height shown, using 5" half clamps, 3/8" x 7/8" BHCS w/pin with 1/8" SAE flat washers and 3/8" tee nuts. NOTE: The large radius on the access clamp needs to face down, as shown. 3) Attach panel and access spacer panels to access clamps, using 3/8" x 1'/2" BHCS w/pin, with 3/8" SAE flat washers and 3/8" flange nuts w/ pin. Refer to the Panel Attachment Detail. 4) Place (4) pivot blocks on each of the 12 1/8" rods and tap rods into cut out grooves on panel using a plastic or rubber hammer. Continue this process until all (4) rods are in place. Refer to the Pivot B1ockAssembly Detail. 5) Attach the rod covers using 3/s" x 1 '/s" BHCS w/pin and 3/$" flange nuts w/pin. 6) Install 1/4 x s/8" drive rivets in all 5" half clamps. Refer to the Typical Offset Hanger Clamp Spec Sheet. 7) Install protective surfacing before users are allowed to play on the structure. Eco #0100449 Document #21299000 replaces 418840200. Replaced hardware pkg. & added spacer panels. SAFETY NOTE Choose a protective surfacing material that has a Critical Height Value of at least the height of the Highest Accessible Part/Fall ISO 14001 Height of the adjacent equipment. (Ref. lan dscape MMEMM Certified ASTM F1487.) structures® 212995b DETAIL (4) 3/ "X 11/Z' PANEL ATTACHMENT BHCb w/Pin w/ 3/ " SAE Flat Washers (2) 5" Half Clamps & 4) 3/8' Post Tee Nuts (2)Access Spacer Panels a (2) Access Clamps NOTE: The large radius Panel on the access clamp needs to face down, as shown. (4) 3/ 11 X 7/ 11 G. BHCb w/gin w/ 3/ " SAE Flat Washers / DETAIL PANEL ATTACHMENT (WITH BALCONY DECK) (4)3/ 1- Tee Nuts (4) 3/$' Flange Nuts w/Pin (2)Access Clamps (2) 5" Half Clamps {4) 3/ 11 X 1 1/2 BHC3 w/Pin w/ 3/ " SAE Flat Wasters PlayBooster'g) 601 7TH STREET SOUTH, DELANO, MI I I T I IIIIII 328I T TI I888-574-4678 LSI Install Help 888-438-6574 LSI Direct 763-972-5200 Int. FAX (763) 972-3185 @ 2015 by Landscape Structures. All rights reserved. Document #21299000 9�. landscape structures Typical PlayBooster Post \� i (0 co co00 i Deck '1 212990a DETAIL PIVOT BLOCK ASSEMBLY o a i Match 3 Panel Angle 1 i o _d NOTE: If the Match 3 Reach Panel is located on a wheel- chair accessible deck, a curb (Model #191031) is required. (4) Rods (16) Pivot Blocks Access DETAIL ANGLE ATTACHMENT Angle Match 3 Panel (4) #14 x 3/4" Torx Screws avBooster® © 2015 by Landscape Structures. All rights reserved. k& landscape structures° Typical PlayBooster Post Deck 35'Iz Curb Accessible Panel SAFETY NOTE Choose a protective surfacing material that lighm has a Critical Height Value of at least the height of the Highest Accessible Part/Fall ISOoo1 Height of the adjacent equipment. (Ref. mn�I Certified ASTM F1487.) DETAIL PANEL ATTACHMENT Curb Accessible Panel \� r` 11 (4) 3/811 x 1 1/8 N `o BHCS w/Pin Deck (4) 3/8" Standard Hex Nuts w/ 3/8" SAE Flat Washers 19101900 PlayBoosterO 191031 Reach Panel 601 7TH STREET SOUTH, DELANO, MINNESOTA 55328-8605 888-574-4678 LSI Install Help 888-438-6574 LSI Direct 763-972-5200 Int. FAX (763) 972-3185 °by Landscape Structures. All rights reserved.D• • 1 •11 kk landscape structures' Parts List Part# 128418 125907 100198 100327 100365 PlayBooster° 191031 Curb, Reach Panel Description Qty. Curb Accessible Panel, Specify Color ...........................1 Panel Hardware Package..........................................1 3/8" x 1 '/s" BHCS w/Pin, SST.......................................4 '/8" Standard Hex Nut, SST...........................................4 '/8" SAE Flat Washer, SST.............................................4 Specifications Curb Accessible Panel: One -color Permalene®, color specified. Fasteners: Primary fasteners shall be socketed and pinned tam- perproof in design, stainless steel (SST) per ASTM F 879 unless otherwise indicated (see specific product installation/specifications). Installation Time: Approx. 1/4 man hour Weight: 5 lbs. Installation Instructions 1) Attach curb accessible panel to the face of the deck using'/8" x 1 1/8" BHCS w/pin and'/8" standard hex nuts with'/8" SAE flat washers. 2) Install protective surfacing before users are allowed to play on the structure. k& landscape structuresm (2) 3/8' Tee Nuts 5" Half Clamp 0 rn tiY U �o C.0 > M O � Q N SAFETY NOTE Choose a protective surfacing material that has a Critical Height Value of at least the height of the Highest Accessible Part/Fall IS0001 Height of the adjacent equipment. (Ref. I Certified ASTM F1487.) 12125200 1/4" x 5/3" Drive Rivet ,rab Bar )) 3/8 - x 7/$ 1 flCS w/Pin PlayBoosterO 120901 Grab Bar 601 7TH STREET SOUTH, DELANO, MINNESOTA 55328-8605 888-574-4678 LSI Install Help 888-438-6574 LSI Direct 763-972-5200 Int. FAX (763) 972-3185 o 2003Document • 11 kk landscape structures, Parts List Part# Description Qty. 105327 5" Half Clamp, Specify Color.......................................1 141541 Grab Bar, Specify Color................................................1 106518 Grab Bar Hardware Package...................................1 100196 '/8" x'/8' BHCS w/Pin, SST..........................................2 100351 s/8" Tee Nut, SST............................................................2 100610 '/q, x 5/8' Drive Rivet, AL/SST......................................1 Specifications Grab Bar: Weldment comprised of formed 7/8" O.D. 11 GA (.120") and '/a' x 1 3/4" stainless steel half clamp. Finish: TenderTuffr'", color specified. Half Clamp: Cast aluminum. Finish: ProShield®, color specified. Fasteners: Primary fasteners shall be socketed and pinned tam- perproof in design, stainless steel (SST) per ASTM F 879 unless otherwise indicated (see specific product installation/specifications). Installation Time: Approx. 1/4 man hour Weight: 5 lbs. PlayBooster° 120901 Grab Bar Installation Instructions 1) Attach grab bar to post at height shown, using a 5" half clamp, 3/8" x 1/8" BHCS w/pin and'/8" tee nuts. 2) Install 1/4" x 5/8" drive rivet in 5" half clamp. Refer to the Offset Hanger Clamp Spec Sheet. 3) Install protective surfacing before users are allowed to play on the structure. ECO #51463 Document #14161500 replaces #13549700. Changed Grab Bar half clamp to stainless steel. dhft 1 QV17 ISO 14001 3 landscape structures-, DETAIL SPRING LEG ATTACHMENT (8)1/8" x 1 1/8" (2) Spring BHCS w/Pin Assemblies W/ 3/811 SAE Flat C-: Washers oose Fill Loose (8)3/811 Standard Protective Protective Hex Nuts w/ 3/3" Surfacing SAE Flat (2) Spring —III a Washers Legs Subgrade (2) Spring Legs Concrete Crushed Rock 18" Min. Wobble Pod I SAFETY NOTE Choose a protective surfacing material that has a Critical Height Value of at least the height of the Highest Accessible Part/Fall Height of the adjacent equipment. (Ref. Certified ASTM F1487.) 18462900 DETAIL DIRECT BURY 24" ---610 (8 ) 3/811 x 7/811 BHCS w/Pin w/ 1/3" SAE Flat Washers =Voso -Kids In Motion 156452 Wobble PlI Bouncer 601 7TH STREET SOUTH, DELANO, MINNESOTA 55328-8605 888-574-4678 LSI Install Help 888-438-6574 LSI Direct or by Landscape Structures. All rights reserved. 18" Min. (2) Spring Assemblies Document #18462900 kk Evos° Kids In Motion 156452 Wobble Pod° Bouncer landscape structures, Parts List Part# Description Qty. 115154 Spring Leg, Specify Color.............................................2 154631 Wobble Pod, Specify Color...........................................1 156913 Spring Assembly w/Plates, Specify Color.....................2 184632 Wobble Pod Hardware Package...............................1 100196 1/8" x'/8' BHCS w/Pin, SST..........................................8 100198 1/8" x 1 'Is" BHCS w/Pin, SST.......................................8 100327 1/8" Standard Hex Nut, SST ........................................... 8 100365 1/8" SAE Flat Washer, SST............................................24 156847 Play Safe Label, 5-12 Yrs..............................................1 183064 Warning Label...............................................................1 Specifications Wobble Pod: Rotationally molded from U.V. stabilized linear low density polyethylene, color specified. Spring Assembly: Comprised of 5 5/8" diameter 13/,6" tempered alloy steel coil,'/4' thick HRPO zinc plated steel,'/4' thick HRPO sheet steel and spring wedge casting made fromA-356 T-6 aluminum. Finish: ProShield®, color specified. Spring Leg: Weldment comprised of 3 '/2" O.D. RS20 (.120" - .130" Wall) galvanized steel tubing and '/4" x l0" diameter HRPO zinc plated steel mounting plate. ProShield, color specified. Fasteners: Primary fasteners shall be socketed and pinned tam- perproof in design, stainless steel (SST) per ASTM F 879 unless otherwise indicated (see specific product installation/specifications). Installation Time: Approx. 2 man hours Concrete Req.: Approx. 6 cu. ft. Area Req.: 6' (1,83 m) minimum use zone Weight: 122 lbs. Fall Height: 16" (410 mm) Installation Instructions 1) Dig footing holes as shown. Refer to the Site Plan for proper location of Wobble Pods. 2) Attach spring assemblies to Wobble Pod, using 3/8" x 7/8" BHCS w/pin with 3/8" SAE flat washers, as shown. 3) Attach spring legs to spring assemblies, using 3/8" x 1 '/8" BHCS w/ pin with 3/8" SAE flat washers and 3/8" standard hex nuts with 3/8" SAE flat washers, as shown. Refer to the Spring Leg Attachment Detail. 4) With Wobble Pod propped in plumb position, pour concrete footings. Allow concrete footings to cure for a minimum of 72 hours before users are allowed to play on the structure. 5) Apply labels as shown. 6) Install protective surfacing before users are allowed to play on the component. Eco #54517 Document 18462900 replaces 15747200. Added labels to hardware package. k& landscape structures PlavBooster-O SAFETY NOTE Choose a protective surfacing material that has a Critical Height Value of at least the height of the Highest Accessible Part/Fall 1�7Q Z4oOl Height of the adjacent equipment. (Ref. MUFFIM Certified ASTM F1487.) I I � I � I � I I � I � I � I � I I � I � PlayBooster (Sold Separately) E-Pod \ , I Pod Casting O \\ 1/4' X 5/8" o Drive Rivet I I CV � I I , (4) 3/8�i X 11/$n 04 BHCS w/Pin a0 I ' I ' I ' I ' I Protective Surfacing 166809 E-Pod° Ste © 2009 by Landscape Structures. All rights reserved. Document #1 6681 000 kk landscape structures, Parts List Part# Description Qty. 154461 E-Pod, Specify Color.....................................................1 156806 Pod Casting, Specify Color...........................................1 156968 Pod Hardware Package...........................................1 100198 '/8" x 1 '/8' BHCS w/Pin, SST.......................................4 100610 '/4" x 5/8' Drive Rivet, AL/SST......................................1 Soecifications E-Pod: Rotationally molded from U.V. stabilized linear low density polyethylene, color specified. Pod Casting: Fabricated from sand cast alloy 356 in accordance with ASTM B26. Finish: ProShield®, color specified. Fasteners: Primary fasteners shall be socketed and pinned tam- perproof in design, stainless steel (SST) per ASTM F 879 unless otherwise indicated (see specific product installation/specifications). Installation Time: Approx. '/4 man hour Weight: 11 lbs. Fall Height: Pod Height PlayBooster° 166809 E-pod° Step Installation Instructions 1) Attach e-pod and pod casting to post as shown, using 1/8" x 1 1/8" BHCS w/pin. 2) Drill through hole in pod casting and into post with a 1/4" or "F" (only) drill bit. Insert'/4" x 5/8" rivet in hole and hammer rivet pin in until it is flush with head. 3) Install protective surfacing before users are allowed to play on the structure. k& landscape structuresm 00 00 zo o SAFETY NOTE Choose a protective surfacing material that has a Critical Height Value of at least the height of the Highest Accessible Part/Fall IS0001 Height of the adjacent equipment. (Ref. t Certified ASTM F1487.) PLAN VIEW (12) Rung Caps 23- 5" 7,14 m I Minimum Use Zone We -saw Assembly (4) Rung Caps Kids In Motion 186490 We-sawTM Sheet 1 of 3 © 2022 by Landscape Structures. All rights reserved. Document #32121700 a& landscape DETAIL BUMPER FOOTER ATTACHMENT structures (4) Footer Guide Plates (4) 5/a, x 1 1/2„ BHCS w/Pin Grey Anti -Seize , (4) 3/8" x'/$„ BHCS w/Pin Grey Anti -Se NOTE: Concrete footing should not be larger than outside dimensions of anchor cage. Concrete should be flush with top of anchor cage. Concrete Footing 1 I 1 � � O I O (4) Rung Caps (4) 5/8" x 3„ Hex Head Bolts (4) Rung Caps Anchor Cage SAFETY NOTE Choose a protective surfacing material that has a Critical Height Value of at least the height of the Highest Accessible Part/Fall IS0OO1 Height of the adjacent equipment. (Ref. t Certified ASTM F1487.) 210877a DETAIL WE -SAW ASSEMBLY ATTACHMENT IAI- (4) Bt Foote DETAIL CONCRETE FOOTINGS (WITH FOOTER GUIDE PLATES) 29" 36" 737 914 O e le O (4) Bumper Footer 0 0 Guide Plates 0 0 O . . O Anchor (8) 5/8" x 1 1/2, BHCS w/Pin w/ Orange Patch w/ 5/8" SAE Flat Washers Anchor Cage 29" 737 _ 1 , 25 1 � O �:7 Loose FIII r tt mcc�.ri'S':bk� NAN Protective!. o " . tity.y'Yt,+S Surfacing >p t ,y �z a F 7.•r 1 i r?(-`c.._ ?T,.,.A� r!C:� !'nT Ta I l �— ° ". ° II IIII�III_I I—IIIIIII 111911_IIII ° „`a I: IEIIEIII W �IIEl1— ,o -•,v = O =1= -r-m-m-mm- _u-_�����--_u��� `.• co I�IBIIBITLIIII� m1110111 IIIIL IB " ;. -IIHII- III Ill IhI IhII II v �' =�: - II Subgrade III q II II k W Illrll� II - Subgrade Concrete 36„ 914 Concrete (4) Bumper DETAIL ° Footers RUNG CAP ATTACHMENT 12" (4) 5/8' x 1 1/2" 305 (4) Rung BHCS w/Pin Caps w/ Orange Patch (4) Bumper ' Footers Kids In Motion 186490 We-sawTM N co LO N 1" oo N � - o ;;t Cl M 00 © 2022 by Landscape Structures. All rights reserved. SAFETY NOTE dhm Choose a protective surfacing material that A has" Critical Height Value of at least the ISO 14001 height of the Highest Accessible Part/Fall Height of the adjacent equipment. (Ref. I Certified ASTM F1487.) landscape DETAIL (2) 3/8' x 1 3/8' WE -SAW ASSEMBLY structures BHCS w/Pin Platform w/ 3/g" SAE Flat Handhold Washers 3/g" X 2" (4) 3/$e x 7/8" () BHCS w/Pin DETAIL BHCS w/Pir\ w/ 3/8" SAE w/ 3/g' SAE Flat FILLER PLATE Washers TeetPad Flat Washers ATTACHMENT 1 N O T E - - e Flange o (4) Center Pad needs to Edges r face down. (12) #14 x 1 1/4' BHCS w/Pin (2) Filler ® I Insert Plates I ' (4) 3/8" Low ® Center Crown Cap Pad ® Nuts w/ 3/8' SAE Flat I - Washers o (8) 3/a" Low Crown Cap Nuts w/ 3/81 SAE Flat Washers 4��k DETAIL CL AT ATTA t% U RACIll (2)3/o"Low (24) 3/$ , x 7/8" BHCS w/Pin w/ 3/$" SAE F Washers Kids In Motion 0 --_ __yI - 186490 We-sawTM We -saw Assembly ig Caps D-24 x'/2" Footman Ps Sheet 2 of 3 ©2022 by Landscape Structures. All rights reserved. Document #32121700 S & landscape structures° Concrete Footing o (4) Rung Caps Pour-In-P Surfacing Concrete — Slab Or Compacted Gravel (4) Bumper Footers Kids In Motion SAFETY NOTE Choose a protective surfacing material that has a Critical Height Value of at least the height of the Highest Accessible Part/Fall 'S0oo1 Height of the adjacent equipment. (Ref. Certified ASTM F1487.) 21o877Z DETAIL DIRECT BURY WITH POUR -IN -PLACE SURFACING CONCRETE FOOTINGS (WITH FOOTER GUIDE PLATES) 29" 36" _ _ 29" 737 914 737 (4) Bumper Footer Guide Plates e 01 10 e ® . I• 25 o Cl) in to C%4 1" 25 RUNG CAP ATTACHMENT 12 5 (4) 5/," X 1 1 /2" BHCS w/Pin w/ Orange Patch (4) Rung Caps (4) Bumper Footers 186490 We-sawTM © 2022 by Landscape Structures. All rights reserved. a/& landscape structures, Parts List Part# Description Qty. 181123 Seat, Specify Color........................................................4 182262 Rung Cap, Black...........................................................16 182458 Platform Handhold, Specify Color................................1 182947 Center Pad, Black..........................................................1 211277 GripX Insert, Black.......................................................1 183327 Teeter Pad, Specify Color..............................................1 183328 Pad Edge Long, Specify Color......................................2 183329 Pad Edge Short, Specify Color......................................2 183748 Filler Plate, Specify Color.............................................2 186453 Anchor Cage, Black.......................................................1 187231 Bumper Footer, Specify Color.......................................4 273373 We -saw Assembly, Specify Color.................................1 186951 Footer Guide Plate, Black.............................................4 249513 We -saw Hardware Package......................................1 100173 14" x 2" BHCS w/Pin, SST............................................8 100196 '/$" x'/a' BHCS w/Pin, SST. ........................................ 28 100201 5/," x 1 '/z' BHCS w/Pin, SST -Patch ............................12 100365 '/$" SAE Flat Washer, SST............................................64 129500 5/s" SAE Flat Washer, SST.............................................8 129672 #14 x 1 '/4' TORX BHCS, SST....................................12 207709 Footman Loop, SST......................................................12 162462 #10-24 x'/Z' RIMS ......................................................24 115176 ASTM Hard Surface Warning Label .............................1 156846 Play Safe Label, 2-12 Years...........................................1 182212 Entanglement Warning Label........................................1 182213 Hot Surface Warning Label...........................................1 100349 1/8" Low Crown Cap Nut, SST.....................................14 127463 Bit Hex TPP T-27 Torx..................................................1 113027 '/$" x 1'/a' BHCS w/Pin, SST.......................................2 100195 '/$" x 5/a' BHCS w/Pin, SST.........................................12 188123 Bumper Guide Plate Hardware Package ................1 127546 '/$" x'/a' BHCS w/Pin, SST. ......................................... 4 127551 5/," x 1 '/z' BHCS w/Pin, SST.......................................4 188124 5/$" x 3" Hex Cap Screw, ZP..........................................4 Saecifications We -saw Assembly: (Arm Assembly) Weldment comprised of 3.500" (88,9 mm) O.D. x 8 GA. (.162") (4,11 mm) wall galvanized steel tubing, 2.375" (60,33) O.D. RS40 (.130"-.140") (3,30 mm-3,56 mm) wall galvanized steel tubing, 1.900" (48,26 mm) O.D. RS40 (.120% .130") (3,05 mm-3,30 mm) wall galvanized steel tubing, .375" (9,52 mm) thick HRPO steel plate and .250" (6,35 mm) stainless steel plate. Finish: Proshield®, specify color. (Rocker Assembly) Weld- ment comprised .250" (6,35 mm) HRPO steel plate and 2" (50 mm) X 5/16" (7,93 mm) wall steel tubing. Finish: ProShield, Black in color. (Base) Weldment comprised .375" (9,53 mm) HRPO steel plate and 2.500" (63,50 mm) O.D. x 1.150" (29,21 mm) I.D. stainless steel tubing. Finish: ProShield, Black in color. (Base Plate) Fabricated from .250" (6,35 mm) HRPO steel plate. Finish: ProShield, Black in color. (Spring) 5 5/8" (142,87 mm) diameter 13/16" (20,62 mm) tempered alloy steel coil. Finish: ProShield, Black in color. (Spring Wedge) Cast from ductile iron alloy. Finish: ProShield, Black in color. (Bear- ings) 1.145" (29,08 mm) I.D. igus (Shaft) 1.14" (28,96 mm) O.D. stainless steel. (Cylinder) Chrome plated steel. Kids In Motion 186490 We-sawTM Filler Plate: Fabricated from 5052 Sheet Aluminum. Finish: ProShield, color specified. GripX Insert: '/4' (19,05 mm) Thick Permalene®, black in color. Teeter Pad & Edges: Permalene®, color specified. Platform Handhold: Weldment comprised of 1.315" (33,4 mm) O.D. RS20 (.080"-.090") (2,03 mm - 2,28 mm) wall galvanized steel tubing, 10 GA (.135") (3, 42 mm) HRPO steel sheet and 7 GA. (.179") (4,54 mm) HRPO steel sheet. Finish: Proshield®, color specified. Anchor Cage: Weldment comprised of 1.029" (26,13 mm) O.D. RS20 (.070"-.080") (1,77 mm - 2,03 mm) wall galvanized steel tubing with 203 or 303 stainless steel welded inserts with 5/4" internal threads and 7 GA. (.179") (4,54 mm) HRPO steel sheet. Finish: Proshield®, black in color. Rung Cap: Molded from U.V. stabilized black EPDM rubber encapsulating .250" (6,35 mm) thick aluminum sheet and .125" (3,18 mm) thick aluminum plate. Center Pad: Fabricated from .250" (6,35 mm) thick HRPO steel sheet plate. Finish: Proshield®, black in color. Bumper Footer: Weldment comprised of 1.315" (33,40 mm) O.D. RS20 (.080"-.090") (2,03 mm - 2,29 mm) wall galvanized steel tubing with 203 or 303 stainless steel welded inserts with 5/8" internal threads and .250" (6,35 mm) thick stainless steel plate. Finish: Proshield®, color specified. Seat: Rotationally molded from U.V. stabilized linear low density polyethylene, color specified. Fasteners: Primary fasteners shall be socketed and pinned tam- perproof in design, stainless steel (SST) per ASTM F 879 unless otherwise indicated (see specific product installation/specifications). Installation Time: Approx. 16 man hours Fall Height: 54" (1,37 m) Min. Use Zone: 6' (1,83 m) Area Required: 16' 8" x 23' 5" (5,08 m x 7,14 m) Concrete Req.: Approx. 17.82 cu. ft. Weight: 783 lbs. Sheet 3 of 3 Document #32121700 ECO# 0102391 Document 32121700 replaces 27337600. Updated bearing kk landscape structures® Installation Instructions 1) (Direct Bury) Dig footing holes for anchor cage and bumper footers. Build a form for anchor cage concrete footing. Concrete footing for anchor cage should not be larger than outside dimensions of anchor cage. Refer to Concrete Footing Details. 2) Attach rung caps and bumper footers to bumper footer guide plates using'/8" x 3" hex head bolts. Refer to the Bumper Footer Attachment Detail. 3) Attach bumper footer guide plates to anchor cage using 5/8" x 1 '/2" BHCS w/pin and 3/8" x'/8" BHCS w/pin. Refer to the Bumper Footer Attachment Detail. 4) Place anchor cage and bumper footers in footing holes, as shown. Top of anchor cage should be flush with finished grade. With anchor cage level and bumper footers plumb, pour concrete. Concrete should be flush with top of anchor cage. Allow concrete footing to cure for a minimum of 72 hours before continuing. Refer to the Concrete Footing Details. 5) Remove footer guide plates from anchor cage and bumper footers. Discard bumper guard plates and hardware. Attach rung caps to bumper footers using'/8" x 1 1/2" BHCS w/pin. Refer to the Rung Cap Attachment Detail. 6) Set We -saw assembly onto anchor cage. Line up holes in We -saw assembly bottom plate with threaded inserts in anchor cage. Attach We -saw assembly to anchor cage using'/8" x 11/2" BHCS w/pin with '/8" SAE flat washers. Refer to the We -saw Assembly Attachment Detail. 7) Attach filler plates to We -saw assembly using #3/8 x 7/8" BHCS w/ pin with 3/8" SAE flat washers and 3/8" low crown cap nuts with 3/8" SAE flat washers. Refer to the Filler Plate Attachment Detail. Make sure flanges on filler plates are pointing downwards. 8) Attach center pad edges to teeter pad, using #14 x 1 '/;' BHCS w/pin. Refer to the We -saw Assembly Detail. 9) Attach platform handhold, teeter pad, insert and center pad to We -saw assembly attachment plates, using 3/8" x 2" BHCS w/pin with 3/8" SAE flat washers and 3/8" low crown cap nuts with 3/8" SAE flat washers. Refer to the We -saw Assembly Detail. 10) Attach teeter pad to center pad using 3/8" x 1 3/8" BHCS w/pin with 3/8" SAE flat washers and 3/8" low crown cap nuts with 3/8" SAE flat washers. Refer to the We -saw Assembly Detail. 11) Attach rung caps to We -saw assembly using'/8" x 11/2" BHCS w/pin. Refer to the Rung Cap Attachment Detail. 12) Attach seats to We -saw assembly using %" x %" BHCS w/pin with 3/g" SAE flat washers. Refer to the Seat Attachment Detail. 13) Attach footman loops,using #10-24 x'/2" flat head screws, as shown. Footman loops are used for seat belts (not included). 14) Apply Play Safe and warning labels, as shown. 15) Install protective surfacing before users are allowed to play on the structure. Kids In Motion 186490 We-sawTM 9& landscape structures® OWN ISO 14001 Top of Spin 59 1 /2" (1511) Age Warr Certified SAFETY NOTE Choose a protective surfacing material that has a Critical Height Value of at least the height of the Highest Accessible Part/Fall Height of the adjacent equipment. (Ref. ASTM F1487.) Ia111691L-10ILM0-[Ra DETAIL 1 Motion and More Fun 247179 CurvaTM Spinner, DB Only Page 1 X& landscape structures, Motion and More Fun DETAIL DIRECT BURY Support Loose Fill Protective Surfacing Subgrade Q' 4 a ° a ° - LO Concrete - Crushed Rock 24" (609) Spinner - M M 00 DETAIL 1 ATTACHMENT (4) 3/8" x 2" FHCS / Warning and Age Labels o � 8 Torx #14 x '/2", SST IMPORTANT! Do not use an impact wrench to tighten BHCS Torx bolts. Hand tighten only. (2) GripX Spinner Plate "eoprene \ / Gasket Spacer \ -\� - % X Spinner Leg (4) 3/8" Low Crown and 3/8" SAE Washer 247179 CurvaTM Spinner, 1313 Only Page 2 A& landscape structures® Parts List Part# Description Qty. 275826 Twisted Spinner Weldt, Specify Color ..........................1 245984 Spinner GripX, Black....................................................1 246071 Spinner Leg WBearing Housing ASM, Specify Color.1 250541 Spinner Plate Spacer, Black...........................................1 249181 Spinner GripX w/Label, Black......................................1 259476 Neoprene Gasket 12....................................................... 1 259532 Hdw Pkg CurvaTm Spinner.........................................1 116695 FHCS %" x 2" SST........................................................4 100349 Nut L/C Cap W-16 SST................................................4 100365 Washer Flat SAE %" SST..............................................4 129671 BHCS Torx #14 x 1/2", SST..........................................2 249825 Warning Label 5-12.......................................................1 Specifications Spinner Post: Weldment comprised of 1.315" O.D. 10 Ga. (.120" .146") steel tubing, 6" O.D. Sphere (.135" wall) and 4" O.D. STC Ball (.135" Wall). 3/8" HRPO flat steel. Finish: ProShield®, color specified. Standing Post Assy: (Spinner Post) Weldment comprised of 3.50" O.D. 8GA (.149"-.182" wall) galvanized steel tubing, 2.00" O.D. steel shaft, 12 Ga. (.105") HR flat steel, and 1144 steel collar. Finish: ProShield, color spec- ified. (Sleeve/Plate) Weldment comprised of 3/8" sheet HRPO steel and 3.500" O.D. schedule 80 steel tubing. Finish: ProShield®, color specified. Neoprene Gasket: Multipurpose Neoprene Rubber 1/4" Thick, 60A Durometer Fasteners: Primary fasteners shall be socketed and pinned tam- perproof in design, stainless steel (SST) per ASTM F 879 unless otherwise indicated (see specific product installation/specifications). Spinner Perm: Recycled permalene, black in color. Installation Time: Approx. 1 man hour Concrete Req.: Approx. 5.2 cu. ft. Area Req.: 14' (4,27 m) diameter Min. Use Zone: 6' (1,82 m) minimum use zone Weight: 117 lbs. Fall Height: 9" (228 mm) 247179 CurvaTM Spinner, oB only Installation Instructions 1) Dig footing as shown. Refer to the Direct Bury Detail. 2) Attach spinner post to spinner leg using (4) 3/8" x 2" FHCS and (4) 3/8" Low Crown and 3/8" SAE Washer as shown. Place neoprene gasket and spinner spacer plate. 3) Position spinner in footing hole and pour concrete footing. With spinner post plumb, prop to hold in position. Allow concrete to cure a minimum of 72 hours before users are allowed to play on the structure. 4) Attach label using #14 x'/2" BHCS Torx. 5) Install protective surfacing before users are allowed to play on the structure. Page 3 ECO# 0101952 Document 27656300 replaces 25952800. Material chg to pole and added gussets. dhft SAFETY NOTE Choose a protective surfacing material that has a Critical Height Value of at least the ISQ Z4oOl height of the Highest Accessible Part/Fall Height of the adjacent equipment. (Ref. landscape I Certified ASTM F1487.) structures' -'DETAIL 24673000 FRONT VIEW 12' Square DETAIL 3660 TOP VIEW -� o P') `-'--------------- ----------------- C i I I � N Top Of Deck00 ---- - - - - - - CoolToppers Shade Top 12' x 12' (Sold Separately) 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 I , I , I , I I , I , J I I ®i I I I I I I I CoolToppers Post PlayBooster� 154883 CoolToppers° Post For Roofs, single Post © 2020 by Landscape Structures. All rights reserved. Sheet 1 of 2 Document #27895500 PlayBooster° 154883 CoolToppers° Posts For Roofs, kk landscape Single Post structures, Parts List Part# Description Qty 153697 5" O.D. x 2201/2" Mast (16"-72"), Specify Color ......... 1 154804 5" O.D. x 2001/2" Mast (GRD, 8"),Specify Color ........1 154046 12" Footer Extension (32"40"), Specify Color ............1 154044 28" Footer Extension (48"-56"), Specify Color ............1 154043 44" Footer Extension (64"-96"), Specify Color ............1 244382 Middle Post 96" Deck, Specify Color ...........................1 244384 Upper Post Extension 96" Deck, Specify Color ............ 1 155083 DB Post Extension (32"-96") Hdw. Package ..........1 100198 3/8" x 1 '/s" BHCS w/Pin, SST.......................................4 100327 '/8" Standard Hex Nut, SST...........................................4 100362 1/8" Flat Washer, SST.....................................................8 246727 Upper Post Extension 96" Deck.................................1 113027 1/8" x 11/8" BHCS w/Pin, SST.......................................6 136931 1/8" - 16 Hex Nut Nylock...............................................6 100365 '/8" Flat SAE Washer, SST............................................12 DB=Direct Bury Specifications CoolToppers Post: Weldment comprised of 5" O.D. x 7 GA (.179") galvanized steel tubing and'/g' steel plate. Finish: ProShield, color specified. Footer Extension: Weldment comprised of 5" O.D. x 11 GA (.120") galvanized steel tubing and steel plate. Finish: ProShield, color specified. Fasteners: Primary fasteners shall be socketed and pinned tam- perproof in design, stainless steel (SST) per ASTM F 879 unless otherwise indicated (see specific product installation/specifications). Upper Post Ext: Weldment comprised of 5" OD x 11 GA (.120") galvanized steel tubing with steel plate ZP and W steel plate. Finish: ProShield, color specified. Middle Post: Weldment comprised of 5" OD x 7 GA (.179") gal- vanized steel tubing with'/4" steel plate ZP and %" steel plate. Finish: ProShield, color specified. Installation Time: Post - 2 People Approx. 1 hour Concrete: 12 cu. ft. Weight: 172 lbs. (201" Post) 188 lbs. (221" Post) 200 lbs. (233" Post) 211 lbs. (249" Post) 222 lbs. (265" Post) 253 lbs. (301" Post) Installation Instructions 1) Dig footing hole as shown. 2) (201" & 221" Post) Place post in footing hole. With post braced plumb pour concrete footing. NOTE: Allow concrete footing to cure for a minimum of 72 hours before attaching CoolToppers shade top. (233", 249" & 265" Post) Attach post extension to CoolToppers post using '/8" x 1 '/8" BHCS w/pin with'/8" flat washers and'/8" standard hex nuts with 3/8" flat washers. Place post in footing hole. With post braced plumb pour concrete footing. NOTE: Allow concrete footing to cure for a minimum of 72 hours before attaching CoolToppers shade top. (301" Post) Attach DB post extension to middle post using %" x 1 '/8" BHCS w/pin with %" flat washers and %" standard hex nuts with W flat washers. Attach upper post extension to middle post using W, x 1 '/8" BHCS w/pin with W SAE flat washers and %" low crown cap nuts with %" SAE flat washers. With post braced plumb pour concrete footing. NOTE: Allow concrete footing to cure for a minimum of 72 hours before attaching CoolTopper Shade top. ECO 0101995 Document 27895500 replaces 24673000. removed deck heights added post length to bury detail. k& landscape structures° DETAIL DIRECT BURY (201" & 221" POST) CoolToppers Finished Grade Post ulplll I=1IIIIIII III II— c _ o 00 N � N Concrete Crushed 24" Rock 610 DETAIL DIRECT BURY (233", 249", & 265" POST) CoolToppers Post (4) 3/8" x 1 — 1/8' BHCS w/ Pin w/ 3/8" Flat Washers (4) 3/8" Standard Hex Nuts w/ 3/8" Flat Washers Footer Extension Concrete Crushed Rock SAFETY NOTE FClooserotective surfacing material that calHeight Value of at least the eHighest Accessible Part/Fall heajacent equipment. (Ref. ".) DETAIL DIRECT BURY (301" POST) Finishes Middle Post IIIIIIII imm (4) 3/g' x 1 1/8" BHCS w/ Pin w/ 3/g' Flat a,., iv Washers 04 (4) 3/8" Standard Hex Nuts w/ 3/8" Flat 0 Washers Footer Extension Concrete /mow Crushed 24" Rock 610 Upper Post Extension (6) %" x 1 3/a" BHCS w' with %"' Flat WaE (6) %" H Nut Nylc %" SAE WasherE Middle Post 183799a PlayBoostere154883 CoolToppersO• For Roofs, single• 601 7TH STREET SOUTH, DELANO, MINNESOTA 55328-8605 888-574-4678 LSI Install Help 888-438-6574 LSI Direct 763-972-5200 Int. FAX (763) 972-3185 @ 2020 by Landscape Structures. All rights reserved. Sheet 2 of k& landscape structures NOTE: Remove fabric when wind speeds are expected to exceed 90 mph and snow loads are expected to exceed 5 psf. WARNING: Fabric is designed to fit extremely tight over framework. Failure to follow instructions, resulting in a torn fabric, will not be warrantied by LSI Refer to video via QR code below for demonstration SAFETY NOTE Choose a protective surfacing material that OWN has a Critical Height Value of at least the height of the Highest Accessible Part/Fall 1�7Q Z4oOl Height of the adjacent equipment. (Ref. I Certified ASTM F1487.) DETAIL FRONT VIEW 12'Square _ DETAIL 3660 TOP VIEW I , I I , I I I I I I I I I I CoolToppers Post (Sold Separately) I I I I I I I I I I I I I I I NOTE: Refer to Site Plan for orientation of extension arms. I I I , , I , PlayBoosterO 154884 • • • • • ©SinglePost Sheet 1 of 601 7TH STREET SOUTH, DELANO, MINNESOTA 55328-8605 888-574-4678 LSI Install Help 888-438-6574 LSI Direct 763-972-5200 Int. FAX (763) 972-3185 o 2022 by Landscape Structures. All rights reserved. Document #30846800 9/& landscape structuresm Top Of Post P o v SAFETY NOTE Choose a protective surfacing material that has a Critical Height Value of at least the height of the Highest Accessible Part/Fall ISQ 14001 Height of the adjacent equipment. (Ref. I C•rtlfl•d ASTM F1487.) NOTE: 17" is an approxi- mate measurement from the top of post to top of clamp. Field adjustment of the clamp height may be required to achieve prop- er fabric tension. If fab- ric seems extremely tight, while attempting to lower the arms, raise the clamp 1" to 2", which reduces fabric tension. If the fabric is loose, lower the clamp 1" - 2" to increase tension on fabric. Of C/a p (4) 5/8" Standard Hex Nuts w/ 5/8" Lock Washers (4) Extension Arms CoolToppers Post (Sold Separately) (4) Extension Pins (4) Extension Arms DETAIL UPPER ARM ATTACHMENT NOTE: Tighten Land loosen from BHCS side. (4) 5/8" x 1 1/2" BHCS w/Pin w/ 5/8" Flat Washers (8) 3/8" Standard Hex Nuts w/ 3/8" SAE Flat Washers (8) 3/8" x 1 1/8" BHCS w/Pin w/ 3/8" SAE Flat Washers PlayBoosterO 154884 Cooffoppers© Single Post of 601 7TH STREET SOUTH, DELANO, MINNESOTA 55328-8605 888-574-4678 LSI Install Help 888-438-6574 LSI Direct 763-972-5200 Int. FAX (763) 972-3185 o 2022 by Landscape Structures. All rights reserved. k& landscape Structures'-, Note: Video explaining how to properly install the fabric. If there is any difficulty with the install watch video for clarification Ighm ISO 14001 SAFETY NOTE Choose a protective surfacing material that has a Critical Height Value of at least the height of the Highest Accessible Part/Fall Height of the adjacent equipment. (Ref. Certified ASTM F1487.) ension ns CABLE CLAMP ATTACHMENT Clamp Cable Extension Arm Pin PlayBoosterO 154884 • • • • • ©SinglePost Sheet 3 of 601 7TH STREET SOUTH, DELANO, MINNESOTA 55328-8605 888-574-4678 LSI Install Help 888-438-6574 LSI Direct 763-972-5200 Int. FAX (763) 972-3185 o 2022 by Landscape Structures. All rights reserved. Document #30846800 k& landscape structures DETAIL LOWER ARM ATTACHMENT (4) Extension Arms (4) 5/8" Standard Hex Nuts w/ 5/8" Lock Washers SAFETY NOTE Choose a protective surfacing material that has a Critical Height Value of at least the height of the Highest Accessible Part/Fall 1�7Q Z4oOl Height of the adjacent equipment. (Ref. MUM= Certified ASTM F1487.) lamps ,, 1 1/2" BHCS w/Pin w/ 5/8" Flat Washers NOTE: Tighten and loosen from BHCS side. ■ ■■■■ MEIi 1 ■■■■■ 'll � 1' : ■I: ■ICI III. ..-■ ■. ..L..11 Ellimi:� � ..-:. 4 Iti0 Note: Video explaining how to properly install the fabric. If there is any difficulty with the install watch video for clarification 601 7TH STREET SOUTH, DELANO, MINNESOTA 55328-8605 888-574-4678 LSI Install Help 888-438-6574 LSI Direct 763-972-5200 Int. FAX (763) 972-3185 o 2022 kk landscape structures, Parts List PlayBooster° 154884 CoolToppers° Single Post Part# Description Qty. 152833 Umbrella Ext. Arm Weldt., Specify Color.....................4 210962 LSI Shade 12xl2 Cooltopper........................................1 153560 Clamp, Specify Color....................................................2 153663 Brace (Installation & Removal), Specify Color ............ 4 175824 Single Post Shade Hardware Package .....................1 100322 1/2" Standard Hex Nut, SST.........................................8 100323 5/8" Standard Hex Nut, SST..........................................8 100327 3/8" Standard Hex Nut, SST..........................................8 100365 3/8" SAE Flat Washer, SST..........................................16 100366 5/8" Flat Washer, SST....................................................8 175652 5/8" Lock Washer, SST..................................................8 127547 3/8" x 1 1/8" BHCS w/Pin, SST....................................8 127551 5/8" x 1 1/2" BHCS w/Pin, SST....................................8 DB=Direct Bury Specifications CoolToppers Shade Top: High -density polyethylene with ultra violet additives. All corners to be strengthened with 16 oz. non -tear vinyl material. Protective webbing is sewn into all areas where steel cable enters/exits cloth pockets. Live loads 20 psf. Wind design speed withstands up to 90 mph. Uplift 19 psf. Snow loads 5 psf. Tear strength warp 221 lb. and weft 463 lb.. Burst strength 38 PSIA. Extension Arms: Weldment comprised of 2.875" O.D. RS-40 (.149" - .182") galvanized steel tubing, 1/4" steel plate and 1/4" diameter carbon steel J-hooks. Finish: ProShield®, color specified. Clamp: Weldment comprised of 1/4" x 3" HRPO flat steel and 1/4" HRPO steel plate. Finish: ProShield, color specified. Fasteners: Primary fasteners shall be socketed and pinned tam- perproof in design, stainless steel (SST) perASTM F 879 unless otherwise indicated (see specific product installation/specifications). Installation Time: Shade Top Assembly - 4 People Approx. 2 Hours Actual Size: 12' x 12' Weight: 145 lbs. Installation Instructions NOTE: Allow concrete footing to cure for a minimum of 72 hours before installing CoolToppers shade top. 1) Attach clamps to post at height shown using 3/8" x 1 1/8" BHCS w/ pin with 3/8" SAE flat washers and 3/8" standard hex nuts with 3/8" SAE flat washers. Refer to the Upper Arm Attachment Detail. NOTE: Orientate clamp flanges in the direction you want extension arms to face. 2) Lift extension arm into position and attach the top bolt only to clamp flange, using 5/8" x 1 1/2" BHCS w/pin with 5/8" flat washer and 5/8" standard hex nut with 5/8" lock washer. Attach remaining extension arms following the same sequence. Refer to the Upper Arm Attachment Detail. NOTE: Lightly tighten bolts, so arms move freely up and down. For ease of installation a 12'--16' ladder or bucket lift is recommended. 3) Lift extension arm up and attach temporary brace to clamp flange and extension arm using 1/2" standard hex nuts. Attach temporary braces to remaining extension anus following the same sequence. Refer to the Brace Attachment Detail. 4) Thread cable along perimeter of fabric. 5) Place the shade over the extension arms and attach each corner to extension arm pin. 6) Remove temporary braces from extension arms and clamps. NOTE: Retain temporary braces for future use. 7) Simultaneously pull the arms down and bolt the remaining hole in the arm to post flange using 5/8" x 1 1/2" BHCS w/pin with 5/8" flat washers and 5/8" standard hex nuts with 5/8" lock washers. Refer to the Lower Arm Attachment Detail. Final tighten hardware. NOTE: "en CoolToppers shade top is properly tensioned, it should be difficult to insert fingers between fabric and top of post. To increase tension to shade top, loosen clamp fasteners and pull down on extension arms and clamps. Retighten clamp fasteners. 8) Cable should lay on top of fabric at the corners. Pull cable tight by hand and attach with cable clamp provided. Refer to the Cable Clamp Attachment Detail. Sheet 5 of 5 ECO 0102240 Document 30846800 replaces 29949500. Reload QR code to front page k& landscape structuresm Warning Label SAFETY NOTE Choose a protective surfacing material that has a Critical Height Value of at least the height of the Highest Accessible Part/Fall IS0001 Height of the adjacent equipment. (Ref. IMIItl Certified ASTM F1487.) 18384200 TOP VIEW 89 3/4" 2279 Sensory Play Sensory Play Center° Sheet of Document #18384200 Parts List Installation Instructions Part# Description Qty. Model #168100 166757 Sensory Roto Main Wall, Specify Color .......................1 167219 Wall Mount Plate Footer, (DB), Specify Color ............. Model #168101 166758 Sensory Roto End Wall, Specify Color.........................1 167219 Wall Mount Plate Footer, (DB), Specify Color ............. Model #168661 167186 Sensory Wall Plate, Specify Color................................1 169036 Attachment Plate Hardware Package .....................1 100353 1/8" Flange Nuts w/Pin, SST..........................................4 100365 1/8" SAE Flat Washer, SST.............................................4 100173 1/8" x 2" BHCS w/Pin, SST............................................4 169179 2-Hole Play Center End (DB) Hardware Pkg. ........1 100321 1/8" Patch Hex Nut, SST.................................................2 100362 1/8" Flat Washer, SST.....................................................4 123224 '/8" x 1 "/16' BHCS w/Pin, SST.....................................2 183890 4-Hole Play Center Wall (DB) Hardware Pkg. .......1 100321 3/8" Patch Hex Nut, SST.................................................4 100362 3/8" Flat Washer, SST.....................................................8 123224 '/8" x 1 "/16' BHCS w/Pin, SST.....................................4 156846 Play Safe Label 2-12 Yrs...............................................1 183064 Warning Label...............................................................1 169174 2-Hole Play Center End (SM) Hardware Pkg . ........ 1 100263 1/8" x 21/4" Expansion Anchors......................................2 100264 1/8" x 5" Expansion Anchors..........................................2 100327 1/8" Standard Hex Nut, SST...........................................2 100362 3/8" Flat Washer, SST.....................................................2 169172 1 '/8" O.D. x 2" Long Spacer Tube, AL .........................2 183891 4-Hole Play Center Wall (SM) Hardware Pkg. .......1 100263 1/8" x 21/4" Expansion Anchors......................................4 100264 1/8" x 5" Expansion Anchors..........................................4 100327 3/8" Standard Hex Nut, SST...........................................4 100362 3/8" Flat Washer, SST.....................................................4 169172 1 '/8" O.D. x 2" Long Spacer Tube, AL.........................4 156846 Play Safe Label 2-12 Yrs...............................................1 183064 Warning Label...............................................................1 * = Quantity Determined By Your Order DB = Direct Bury SM - Surface Mount Specifications Walls: Rotationally molded from U.V. stabilized linear low -density polyethylene, color specified. Wall Plate: Fabricated from 1/4" HRPO steel plate. Finish: Pro - Shield®, color specified. Wall Mount Plate Footer: Weldment comprised of 2.375" O.D. RS20 (.095"- .105") wall galvanized steel tubing and 1/4" HRPO steel plate. Finish: ProShield, color specified. Fasteners: Primary fasteners shall be socketed and pinned tam- perproof in design, stainless steel (SST) per ASTM F 879 unless otherwise indicated (see specific product installation/specifications). Installation Time: Main Wall (DB) 1 1/4 man hours End Wall (DB) 3/4 man hour Main Wall (SM) 1 '/4 man hours End Wall (SM) 3/4 man hour Weight: Main Wall (DB) 88 lbs. Main Wall (SM) 54 lbs. End Wall (DB) 38 lbs. End Wall (SM) 21 lbs. Concrete: (DB) Approx. 1.31 cu. ft. per hole (Direct Bury) 1) Refer to the Site Plan for footing locations. 2) Insert wall plate into main wall and attach, using 3Is" x 2" BHCS w/pin with 3/8" SAE flat washers and 3/8" flange nuts w/pin. Connect end wall to wall plate, using 3/8" x 2" BHCS w/pin with 3/8" SAE flat washers and 3/8" flange nuts w/pin. 3) Attach wall mount plate footers to wall sections, using 3/8" x 1 11/16' BHCS w/pin with 3/8" flat washers and 3/8" patch hex nuts with 3/8" flat washers. Refer to the Direct Bury Detail. NOTE: Pull end wall and main wall sections together before tightening bolts. 4) With Sensory wall sections in position and plumb, pour concrete foot- ings. Allow concrete to cure a minimum of 72 hours before allowing users to play on the structure. 5) Apply labels as shown. 6) Install protective surfacing before users are allowed to play on the structure. NOTE: When a Sensory Play Center is installed in a play- ground environment, protective surfacing is required. (Surface Mount Without Protective Surfacing) 1) Insert wall plate into main wall and attach, using 3/8" x 2" BHCS w/ pin with 3/8" SAE flat washers and 3/8" flange nuts w/pin. Connect end wall to wall plate, using 3/8" x 2" BHCS w/pin with 3/8" SAE flat washers and 3/8" flange nuts w/pin. NOTE: Pull end wall and main wall sections together before tightening bolts. 2) With Sensory wall sections in position, mark anchor bolt locations on the concrete slab (through wall section holes). Move wall sections aside. Dri113/8" x 3" deep holes, using a hammer drill and 3/8" masonry bit. 3) Reposition wall sections. Tap 3/8" x 2 3/," expansion anchors into drilled holes. Fasten wall sections to 3/8" x 2 3/," expansion anchors, using 3/8" standard hex nuts with 3/8" flat washers. Refer to the Surface Mount Without Protective Surfacing Detail. 4) Apply labels as shown. (Surface Mount With Protective Surfacing) 1) Insert wall plate into main wall and attach, using 3/8" x 2" BHCS w/ pin with 3/8" SAE flat washers and %" flange nuts w/pin. Connect end wall to wall plate, using 3/8" x 2" BHCS w/pin with 3/8" SAE flat washers and 3/8" flange nuts w/pin. NOTE: Pull end wall and main wall sections together before tightening bolts. 2) With Sensory wall sections in position, mark anchor bolt locations on the concrete slab (through wall section holes). Move wall sections aside. Drill 3/8" x 3" deep holes, using a hammer drill and 3/," masonry bit. 3) Reposition wall sections with 1 1/8" O.D. x 2" long spacer tubes in between bottom of wall sections and concrete slab. Tap 3/8" x 5" expansion anchors into drilled holes. Fasten wall sections to 3/8" x 5" expansion anchors, using 3/8" standard hex nuts with 3/8" flat washers. Refer to the Surface Mount With Protective Surfacing Detail. 4) Apply labels as shown. 5) Install protective surfacing before users are allowed to play on the structure. NOTE: When a Sensory Play Center is installed in a play- ground environment, protective surfacing is required. Eco #54517 Document #18384200 replaces #16871200. Added warning labels to hardware packages. k& landscape structures° SAFETY NOTE Choose a protective surfacing material that has a Critical Height Value of at least the height of the Highest Accessible Part/Fall Height of the adjacent equipment. (Ref. ASTM F1487.) 168712a DETAIL DIRECT BURY Sensory Wall Section 3/8" x 1 11/161-� BHCS w/Pin w/ 3/g" Flat Washers Loose Fill __� 3/g' Patch Hex V71-1 _ - " - -- -- - Protective Nuts w/ 3/3" __ _ -_ _ _ Surfacing Flat Washers g III a 4 � I III Sub rade J M 4 Wall Mount 2 o Plate Footer o o to 04 Concrete a a Crushed Rock NOTE: When a Sensory Play Center is installed in a playground environment, protective surfacing is required. DETAIL SURFACE MOUNT (WITHOUT PROTECTIVE SURFACING) 3/8" Standard Hex Nuts w/ 3/8' Flat Washers 3/8" x 2 3/4" Expansion Anchors ConcreteSla• Crush- • Vock DETAIL SURFACE MOUNT (WITH PROTECTIVE SURFACING) 3/8" Standard Hex Nuts w/ 3/g" Flat Washers Sensory Wall 3/a" x 5"— Section Expansion Anchors Sensory Wall Section SpacerPl Protective Long Surfacing Tubes ..Slab Crushed Rock Sensory Play Sensory Play CenterO Sheet 2 of 601 7TH STREET SOUTH, DELANO, MINNESOTA 55328-8605 888-574-4678 LSI Install Help 888-438-6574 LSI Direct 763-972-5200 Int. FAX (763) 972-3185 k& landscape structuresm (6) 3/8-1 X 3 1/2 e BHCS w/Pin w/ 3/81 SAE Flat Washers Optigear Panel Assembly SAFETY NOTE Choose a protective surfacing material that has a Critical Height Value of at least the height of the Highest Accessible Part/Fall IS0001 Height of the adjacent equipment. (Ref. I Certified ASTM F1487.) 18432900 (6) 3/,," Flange Nuts w/Pin r 1�_j, pp `,�T Iil,� Ring Panel 46 r- 1 1 \ ` ill rk" - 1 NOTE: Optigear panel assembly can be mounted on either side of Sensory Wall the Sensory Wall. (Sold Separately) Sensory168104 Optigear PanelO 601 7TH STREET SOUTH, DELANO, MINNESOTA 55328-8605 888-574-4678 LSI Install Help 888-438-6574 LSI Direct 763-972-5200 Int. FAX (763) 972-3185 ° 2012 by Landscape Structures. All rights reserved. Document #18432900 kk landscape structures, Parts List Part# 181247 167014 169035 100200 100353 100365 Sensory Play 168104 Optigear Panel° Description Qty. Optigear Panel Assembly, Specify Color ......................1 Ring Panel, Specify Color.............................................1 Optigear Panel Hardware Package ..........................1 3/81, x 3 1/2' BHCS w/Pin, SST.......................................6 3/8" Flange Nut w/Pin, SST............................................6 3/81, SAE Flat Washer, SST.............................................6 Specifications Optigear Panel Assy.: (Panels) Two color Permalene®,color specified. (Poly Panel) .236" thick clear polycarbonate, %1' threaded rod and 3/16" SST plate. Ring Panel: Two color Permalene, color specified. Fasteners: Primary fasteners shall be socketed and pinned tam- perproof in design, stainless steel (SST) per ASTM F 879 unless otherwise indicated (see specific product installation/specifications). Installation Time: 1/2 man hour Weight: 41 lbs. Installation Instructions 1) Attach Optigear panel assembly to sensory wall, using ring panel, 3/8" x 3 1/2" BHCS w/Pin with 3/8" SAE flat washers and 3/$" flange nuts with pin. NOTE: Optigear panel assembly can be attached on either side of the Sensory Wall. Eco #54521 Document #18432900 replaces #18128300. Updated optigear panel assembly. k& landscape structuresm (2) Table Panels Table Panel Table Panel SAFETY NOTE Choose a protective surfacing material that has a Critical Height Value of at least the height of the Highest Accessible Part/Fall IS0001 Height of the adjacent equipment. (Ref. IMItl Certified ASTM F1487.) 21054200 ,� ',y) \ Y<�^ II \1 II \C\�)IIIIrIi `^II/I1 \� '!�♦ ' I \ ')� \ - Jill i = 1 'n• C-': 1 �- 1; r(� I 1 I 1 111 I I Sensory Wall DETAIL __I, (Sold Separately) �- TABLE TOP Table Panel Sensory Play ATTACHMENT\' , `\' A 3/8" X 1 1/4" t Head Cap ,ews :4) Angle Brackets Table Side Panel 3/g' Low Crown �.ap NutS w/ 3/8 SAE Flat Washers 168105 Imaaination Table Sheet 1 of 2 Document #21054200 kk landscape structures' Parts List Sensory Play 168105 Imagination Table Part# Description Qty. 167171 Table Top Panel, Color Specified..................................1 167807 Insert Panel, Color Specified.........................................1 167172 Table Side Panel, Color Specified.................................2 210557 Imagination Table Hardware Package ....................1 100173 1/8" x 2" BHCS w/Pin, SST............................................6 100199 1/8" x 2 1/4' BHCS w/Pin, SST.......................................4 100252 s/8" x 1 1/4' FHCS, SST..................................................4 100349 '/8" Low Crown Cap Nut, SST......................................4 100353 1/8" Flange Nut w/Pin, SST...........................................10 100365 1/8" SAE Flat Washer, SST............................................14 188664 Steel Angle Bracket, Silver............................................4 Specifications Permalene® Panels: Two color panel, color specified. Fasteners: Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per ASTM F 879 unless otherwise indicated (see spe- cific product installation/specifications). Installation Time: 1/4 man hour Weight: 20 lbs. Installation Instructions 1) Attach insert panel and table side panels to sensory wall, using 3/8" x 2" BHCS w/pin with'/8" SAE flat washers and 1/8" flange nuts w/ pin. Attach angle brackets to table side panels and insert panel, using 1/8" x 2 1/4" BHCS w/pin with 1/8" SAE flat washers and 1/8" flange nuts w/ pin. Refer to the Insert Panel Attachment Detail. 2) Attach table top panel to angle brackets, using'/8" x 1 1/4" flat head cap screws and'/8" low crown cap nuts with 3/8" SAE flat washers. Refer to Detail. Eco #0100358 Document #21054200 replaces #18868800. Replaced hardware package. (6) 3/81 X 2" BHCS w/Pin w/ 3/81 SAE Flat Washers k& landscape structuresm DETAIL INSERT PANEL ATTACHMENT (6) 3/3" Flange /Nuts w/Pin Table Side ,-Panel / 400 Table Side Panel N I I I y I Insert Panel �I I I I o I Iry� I I (4)Angle Brackets ---" Sensory Wall �----�� (4)3 /8" Flange (Sold Separately) Nuts w/Pin (4)3 /8" x 2 1/41 BHCS w/Pin w/ 3/81 SAE Flat Washers Sensory Play 168105 Imagination Table Sheet 2of2 Document #21054200 k& landscape structuresm (6) 3/811 x 2 3/4e BHCS w/Pin w/ 3/8' SAE Flat Washers / / ISO 14001 Certified DETAIL (BACK SIDE) (6) 3/3" Flange Nuts w/Pin / ULen Panel 14 \r\ \ /'// 91t -A-oll- Color Splash'I Panel Assembly \ I u Sensory Wall (Sold Separately) ? NOTE: Color splash panel assembly can be mounted on either side of the Sensory Wall. Remove protective layer from ��� (`` _ lexan before installation. 18428100 Sensory Play 177715 Color Splash PanelTM Document #18428100 kk landscape structures, Parts List Sensory Play 177715 Color Splash PaneITM Part# Description Qty. 178123 Color Splash Panel Assy., Specify Color.......................1 178144 Color Splash Wheel Hardware Package .................1 100175 '/$" x 2'/4' BHCS w/Pin, SST.......................................6 100353 '/$" Flange Nut w/Pin, SST............................................6 100365 '/so SAE Flat Washer, SST. ............................................ 6 Specifications Color Splash Panel Assy.: Assembly comprised of (Permalene® Panels), color specified. (Lexan Panel) 1/4' (6,35 mm) thick x 26 1/4" (679,45 mm) diameter. (Acrylic Panel) 1/8" (3,18 mm) thick x 26 3/4" (679,45 mm.) diameter clear. (Color Wheel) .1875" (4,76 mm) thick x 23 7/16" (595,30 mm) diameter aluminum sheet. Finish: ProShield®, image is transferred into paint by the process of infusion. (Shaft) 300 Series stainless steel. (Thrust Oilite Bearing) .125" (3,18 mm) thick x 2.875" (73,03 mm) diameter. (Sleeve Oilite Bearing)1.25" (31,75 mm) diameter x .750" (19,05 mm) long. Fasteners: Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per ASTM F 879 unless otherwise indicated (see spe- cific product installation/specifications). Installation Time: 1/2 man hour Weight: 38 lbs. Installation Instructions 1) Attach color splash panel assembly to sensory wall, using 3/8" x 2 3/4" BHCS w/Pin with 3/8" SAE flat washers and'4" flange nuts with pin. NOTE: Color splash panel assembly can be attached on either side of the Sensory Wall. Remove protective layer from lexan before installation. Eco #54521 Document #18428100 replaces #17813000. Updated color splash panel assembly. k& landscape structuresm PLAN VIEW/FOOTING 86 1/4° 2191 40" Deck 99 1/1" 2527 40" Deck Tf i ii Typical PlayBooster Post SAFETY NOTE Choose a protective surfacing material that grim has a Critical Height Value of at least the height of the Highest Accessible Part/Fall IS0001 Height of the adjacent equipment. (Ref. I Certified ASTM F1487.) LAYOUT ELEVATION Typical Concrete Footing 671830 Minimum Use Zone Rail -------__ '_I__Finiahed Grade ____------ 22134100 :•• 123333 • • 41 601 7TH STREET SOUTH, DELANO, MINNESOTA 55328-8605 888-574-4678 LSI Install Help 888-438-6574 LSI Direct 763-972-5200 Int. FAX (763) 972-3185 o 2016 by Landscape Structures. All rights reserved. Document #22134100 9/& landscape structures" Rail Tab (2)3/6" Flange \\ Nuts w/Pin (2)Supports DETAIL 1 (2) 3/3" x 1 11/16" DETAIL BHCS w/Pin SURFACE MOUNT (4) 1/2" Standard (2) Supports Hex Nuts w/ 1/2" Flat Washers (4) 1/2' x 2 Expansion Anchors Concrete SAFETY NOTE Choose a protective surfacing material that has a Critical Height Value of at least the height of the Highest Accessible Part/Fall Height of the adjacent equipment. (Ref. ASTM F1487.) 221341a DETAIL DIRECT BURY (2) Supports Finished Grade Loose Fill Protective Surfacing Subgrade it l l Concrete Footing a Slab NOTE: Sufficient protective SUPPORTS Crushed surfacing must cover hardware Rock to satisfy fall height require- ments. DETAIL 2 TOP PLATE & ROLLERS (4)3/$' Standard Hex �� o Nuts w/ 3/ 6 " Flat Washers Deck ' Top, �•' -t Plat (4)3/8" x 1 1/8" r� BHCS w/Pin w/ 3/8" Flat Washers \(4)3/8" Low Crown (4)3/3" x 1 1/,11 ° Cap Nuts w/ 3/g" Flat BHCS w/Pin Washers Right Hand Rail (43) Steel Shafts (86) 5/16" x 7/8 BHCS w/Pin (43)Typical Rollers o ccM co ° o a N In 0 12" Crushed 300 7 Rock Left Hand Rail NOTE: Slots in rails face inward to accommodate steel shafts of rollers. PlayBooster° 123333 Rollerslide Details, 40" © 2016 by Landscape Structures. All rights reserved. k& landscape structures° Typical PlayBooster Post \ (4)TypicalOffset Hanger Clamp Assemblies -- -r,n of �a M ( Ri DETAIL 3 ROLLERSLIDE HOOD I '\4 5l "nn -Ill/ I- _ _ I ' I ' I (2) 5/8" X 2 ,/4 BHCS w/Pin 40 7/,s' F 0 i i of ecy, (2) 1 1/8' O.D. x 1 5/8" Tubes (2) 3/8" X 3 1/2" BHCS w/Pin w/ 3/8" Flat Washers PlayBooster° HOOD - HANDLE DETAIL 123333 Rollerslide, 40" 221341b Sheet 2 of 2 © 2016 by Landscape Structures. All rights reserved. Document #221 341 00 kk landscape structures, Parts List Part# 103977 103088 104278 115347 135145 126957 100583 105288 105327 113729 167131 167132 132443 Description Qty. Support, (DB), Specify Color........................................2 Support, (SM), Specify Color........................................2 30 3/8" Roller Shaft......................................................43 Roller Assembly, Specify Color...................................43 Top Plate, Specify Color................................................1 Double Slide Hood, Specify Color................................1 40 7/16" Rail, Specify Color.........................................1 1 1/8" O.D. x 1 5/8" Tube, Specify Color.....................2 5" Half Clamp, Specify Color.......................................4 Offset Hanger Clamp, Specify Color ............................4 Rail 40" Rollerslide (RH), Specify Color ....................1 Rail 40" Rollerslide (LH), Specify Color ....................1 Rail Spacer, Specify Color............................................2 106577 Double Slide Hood Hardware Package ...................1 100198 3/8" x 1 1/8" BHCS w/Pin, SST....................................8 100200 3/8" x 3 1/2" BHCS w/Pin, SST....................................2 100203 5/8" x 2 1/4" BHCS w/Pin, SST....................................2 100351 3/8" Tee Nut, SST..........................................................8 100362 3/8" Flat Washer, SST....................................................2 100610 1/4" x 5/8" Drive Rivet, AL/SST...................................4 221339 Rollerslide 40" Deck Hardware Package ................1 123224 3/8" x 1 11/16" BHCS w/Pin, SST................................2 132626 5116" x 7/8" BHCS w/Pin, SST....................................86 100198 3/8" x 1 1/8" BHCS w/Pin, SST....................................8 100327 3/8" Standard Hex Nut, SST..........................................4 100353 3/8" Flange Nut w/Pin, SST..........................................2 100362 3/8" Flat Washer, SST...................................................12 100349 3/8" Low Crown Cap Nut, SST.....................................4 121348 4-Hole (SM) Hardware Package ..............................1 100266 1/2" x 2 3/4" Expansion Anchor ....................................4 100322 1/2" Standard Hex Nut, SST..........................................4 100363 1/2" Flat Washer, SST....................................................4 DB = Direct Bury SM = Surface Mount (LH) = Left Hand (RH) = Right Hand Specifications PlayBooster° 123333 Rollerslide, 40" Hood: Rotationally molded from U.V. stabilized linear low density polyethylene, color specified. Rollers: Fabricated from 1.900" O.D. x 16 GA (.060") gal- vanized steel tubing. Finish: TenderTuff`rM, color specified. Roller Shafts: Fabricated from diameter CRS zinc -plated with yellow chromate finish. Support Leg: Fabricated from 1.900" O.D. RS-20 (.090" - .100") galvanized steel tubing. Finish: ProShield®, color specified. Rails: Extruded from 6005-Tl aluminum. Finish: ProShield, color specified. Top Plate: Formed from 10 GA (.135") 304-213 SST. Finish: TenderTuff, color specified. Rail: 1 '/8" O.D. 6005-T5 aluminum extrusion with walls. Finish: ProShield, color specified. Tube: 1 '/s" O.D. x 1 s/8" long aluminum tube. Finish: ProShield, color specified. Offset Hanger Clamp Assembly: Cast aluminum. Finish: ProShield, color specified. Fasteners: Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per ASTM F 879 unless otherwise indicated (see spe- cific product installation/specifications). Installation Time: Approx. 4 '/2 man hours Concrete Req.: Approx. 2.6 cu. ft. Exit Req.: 6' (1,83 m) minimum use zone at exit Weight: 361 lbs. Fall Height: 40" (1,02 m) Installation Instructions 1) (Direct Bury) Dig footing holes spaced as shown. 2) Attach the supports to bottom of rails as shown in Detail 1, using 3/8" x 1 "/16" BHCS w/Pin with 3/8" flange nuts w/Pin. NOTE: Insert flange nuts w/Pin through side facing deck. 3) Attach top plate to deck, as shown in Detail 2, using 3/8" x 1 1/8" BHCS w/Pin with 3/8" flat washers and 3/8" standard hex nuts with 3/8" flat washers. 4) Locate left and right rollerslide rails and attach to top plate using 3/8" x 1 1/8" BHCS w/Pins and 3/8" low crown cap nuts with 3/8" flat washers, as shown in Detail 2, 5) Insert the 30 3/8" steel roller shafts into the rollers. Starting at top, next to the top plate, attach all roller assemblies to rails, as shown in Detail 2, using'/16" x'/8" BHCS w/Pins. 6) Insert 40'/16" rail through top of hood, place rail spacer tube on each end of the 40'/16' rail and attach to posts at height shown using offset hanger clamp assemblies. Refer to the Typical Offset Hanger Clamp Spec Sheet. Fasten bottom of hood to offset hanger clamp assemblies using 3/8" x 3 1/2" BHCS w/Pins with 3/g" flat washers through clamp and 1 '4" O.D. x 1 5/8" tubes and into threaded inserts in hood. Refer to Detail 3. 7) (Direct Bury) With supports plumb pour concrete footings. Allow concrete footings to cure for a minimum of 72 hours before users are allowed to play on the structure. (Surface Mount) Mark anchor bolt locations on concrete slab through holes in anchor plate and remove rollerslide. Drill 1/2" x 3" deep holes on marks into concrete using a hammer drill and 1/2" masonry bit. Tap expansion anchors into drilled holes. Reposition rollerslide and reattach to the face of the deck following step 3. Fasten support to expansion anchors using 1/2" standard hex nuts with flat washers. 8) Install 1/4" x 5/8" drive rivets in all 5" half clamps. Refer to the Typical Offset Hanger Clamp Spec Sheet. 9) Install protective surfacing before users are allowed to play on the structure. Rail Spacer: Fabricated from 1.3125 O.D. x 16 Ga. (.065) steel tubing. Finish: ProShield, color specified. Eco #0100779 Document 922134100 replaces #16702900. Replaced rollerslide hardware package. k& landscape structures Belt Seat Dr- IHIL BOLT LINK Tend Coat, Chair Bolt Link Belt Oeat SAFETY NOTE Choose a protective surfacing material that lghm has a Critical Height Value of at least the height of the Highest Accessible Part/Fall ISO 14001 Height of the adjacent equipment. (Ref. ruzzorEM, Certified ASTMF1487.) 17745700 (2) 3/8" X 1 1/4" BHCS w/Pin Limited Thread ProGuard Coated Chain i 1 1/ Ul1� w1Pin Limited Thread (Head Faces User) Bolt Link mclerTuff Coated Chains Or -oGuard Coated Chains (2) Bolt Links DETAIL BOLT LINK NOTE: ProGuard Chain Only. Insert Spacers #112501-00 Between Chain n_� Link & Bolt Link. i J 3/nx1,/" Belt Seat B�CS w%Pin Limited Thread (Head Faces User) Swings 601 7TH STREET SOUTH, DELANO, MINNESOTA 55328-8605 888-574-4678 LSI Install Help 888-438-6574 LSI Direct 763-972-5200 Int. FAX (763) 972-3185 o 2015 by Landscape Structures. All rights reserved. Document 1 • 11 I& landscape structures, Parts List Part # Description Qty. 7 Ft. High Beam 128842 Belt Swing Seat, Black..................................................1 178679 57'/16" Chain, TenderTuff, Specify Color .................... 2 175251 57'/16" Chain, ProGuard............................................... 2 132672 Bolt Link w/Bolt & Spacers......................................1 100292 3/8" x 1 1/4" BHCS w/Pin Ltd. Thread, SST ...................2 138915 Bolt Link, SST...............................................................2 112501 Chain Spacer..................................................................4 132635 Bolt Link w/Bolt Hardware Package .......................1 100292-00 3/8" x 1 1/4" BHCS w/Pin Ltd. Thread, SST ...................2 138915 Bolt Link, SST...............................................................2 8 Ft. High Beam 128842 Belt Swing Seat, Black..................................................1 152050 671/," Chain, TenderTuff, Specify Color ..................... 2 174404 671/," Chain, ProGuard................................................ 2 132672 Bolt Link w/Bolt & Spacers......................................1 100292 3/8" x 1 1/4' BHCS w/Pin Ltd. Thread, SST ...................2 138915 Bolt Link, SST...............................................................2 112501 Chain Spacer..................................................................4 132635 Bolt Link w/Bolt Hardware Package .......................1 100292 3/8" x 1 1/4' BHCS w/Pin Ltd. Thread, SST ...................2 138915 Bolt Link, SST...............................................................2 10 Ft. High Beam 128842 Belt Swing Seat, Black..................................................1 152052 90 "/16' Chain, TenderTuff, Specify Color ................... 2 174884 90 11/16' Chain, ProGuard.............................................. 2 132672 Bolt Link w/Bolt & Spacers......................................1 100292 3/8" x 1 1/4' BHCS w/Pin Ltd. Thread, SST ...................2 138915 Bolt Link, SST...............................................................2 112501 Chain Spacer..................................................................4 132635 Bolt Link w/Bolt Hardware Package .......................1 100292 3/8" x 1 1/4' BHCS w/Pin Ltd. Thread, SST ...................2 138915 Bolt Link, SST...............................................................2 Specifications Chain Spacer: Made from white nylon measuring .080" x .785" O.D. Chain/ProGuard: Steel 3/16' straight link chain, 800 lb. working load limit. Finish: ProGuard. Chain/Coated: Steel 3/16' straight link chain, 800 lb. working load limit. Finish: TenderTuff"', color specified. Belt Seats: Molded from U.V. stabilized black EPDM rubber encapsulating a weldment comprised of a 22 GA (.029") spring stainless steel sheet, and (4) .105" thick stainless steel washers. The belt seat elliptical shape measures 7" wide x 26" long x .700" thick. Bolt Link: Stainless Steel. Swings 174018 Belt Seat Fasteners: Primary fasteners shall be socketed and pinned tam- perproof in design, stainless steel (SST) perASTM F 879 unless otherwise indicated (see specific product installation/specifications). Installation Time: 1/4 man hour per seat Weight: 8 lbs. (7 Ft. Beam w/ProGuard Chains) 9 lbs. (7 Ft. Beam w/TenderTuff Chains 8 lbs. (8 Ft. Beam w/ProGuard Chains) 9 lbs. (8 Ft. Beam w/TenderTuff Chains) 10 lbs. (10 Ft. Beam w/ProGuard Chains) 11 lbs. (10 Ft. Beam w/TenderTuff Chains) Installation Swing Hangers With Double Clevis 1) Attach chains to double clevis using 3/$" x 1 1/4' BHCS w/pin limited thread, as shown. 2) Attach chains to belt seat using bolt links with 3/$" x 1 1/4' BHCS w/ pin limited thread. Be sure bolt heads face user. NOTE: Use chain spacers as shown when installing ProGuard chains. 3) Install protective surfacing before users are allowed to play on the structure. Anti -wrap Swing Hangers 1) Attach chains to aluminum clevis using 3/8" x Y." BHCS w/pin limited thread, as shown. 2) Attach chains to belt seat using bolt links with Y." x 1 '/4' BHCS w/ pin limited thread. Be sure bolt heads face user. NOTE: Use chain spacers as shown when installing ProGuard chains. 3) Install protective surfacing before users are allowed to play on the structure. k& landscape structures 3/nX1 1/11 B�CS w%Pin Limited Thread (Not Included) 3/uX11/u� BkS w%Pin Limited Thread (Not Included) SAFETY NOTE Choose a protective surfacing material that lghm has a Critical Height Value of at least the height of the Highest Accessible Part/Fall ISO 14001 Height of the adjacent equipment. (Ref. ruzzorEM, Certified ASTMF1487.) SWING HANGER OPTIONS )le Clevis Included) 3/„X 71 B�iCS w/Pin Limited Thread (Not Included) TenderTuff or ProGuard Chains Double Clevis (Not Included) or ProGuard 3/nX1 1/rr BkS w%Pin Limited Thread (Not Included) 177460b 3vis of Included) TenderTuff or ProGuard Chains 'levis uded) TenderTuff or ProGuard Chains Swings• Belt Seat Sheet 601 7TH STREET SOUTH, DELANO, MINNESOTA 55328-8605 888-574-4678 LSI Install Help 888-438-6574 LSI Direct 763-972-5200 Int. FAX (763) 972-3185 o 2015 by Landscape Structures. All rights reserved. Document #21059100 k& landscape structures Tendei Chain _ SAFETY NOTE Choose a protective surfacing material that has a Critical Height Value of at least the height of the Highest Accessible Part/Fall ISO 14001 Height of the adjacent equipment. (Ref. I Certified ASTMF1487.) 18985400 ProGuard NOTE: When using ProGuard Chain ,j chain, use nylon chain spacers on w each side of chain link. 3HCS w/Pin ad Do not use an Trench to tighten nd tighten only! Full -Bucket Seat Swings • • Full -Bucket Seat, w/Chains Sheet 1 of 601 7TH STREET SOUTH, DELANO, MINNESOTA 55328-8605 888-574-4678 LSI Install Help 888-438-6574 LSI Direct 763-972-5200 Int. FAX (763) 972-3185 o 2015 by Landscape Structures. All rights reserved. Docwwmv1 • 11 I& landscape structures, Parts List Swings 176038 Full -Bucket Seat, w/Chains Part# Description Qty. 7 Ft. High Beam (5" Dia. Beam) 186276 Full -Bucket Swing Seat, Black.......................................1 141739 43'/16" Chain, TenderTuff, Specify Color ....................... 2 175248 43'/16" Chain, ProGuard..................................................2 138414 Bucket Seat Hardware Package.................................1 100290 '/8" x'/8" BHCS w/Pin Limited Thread, SST .................. 2 112501 Chain Spacer (For ProGuard Chains Only) ..................... 4 8 Ft. High Beam 186276 Full -Bucket Swing Seat, Black.......................................1 160110 52'/16' Chain, TenderTuff, Specify Color ....................... 2 174882 52'/16" Chain, ProGuard.................................................. 2 138414 Bucket Seat Hardware Package.................................1 100290 '/," x'/," BHCS w/Pin Limited Thread, SST .................. 2 112501 Chain Spacer (For ProGuard Chains Only) ..................... 4 10 Ft. High Beam 186276 Full -Bucket Swing Seat, Black.......................................1 152051 76 7/16" Chain, TenderTuff, Specify Color ....................... 2 174883 76 7/16" Chain, ProGuard.................................................. 2 138414 Bucket Seat Hardware Package.................................1 100290 '/8" x'/," BHCS w/Pin Limited Thread, SST .................. 2 112501 Chain Spacer (For ProGuard Chains Only) ..................... 4 7 Ft. High Beam (Tot) 186276 Full -Bucket Swing Seat, Black.......................................1 152053 37 Y2" Chain, TenderTuff, Specify Color ........................ 2 175247 37 Y2" Chain, ProGuard................................................... 2 138414 Bucket Seat Hardware Package ................................. 1 100290 '/," x'/," BHCS w/Pin Limited Thread, SST .................. 2 112501 Chain Spacer (For ProGuard Chains Only).....................4 75" High Beam (Toddler) 186276 Full -Bucket Swing Seat, Black.......................................1 152016 297/," Chain, TenderTuff, Specify Color ........................ 2 174881 297/," Chain, ProGuard................................................... 2 138414 Bucket Seat Hardware Package.................................1 100290 1/," x'/," BHCS w/Pin Limited Thread, SST .................. 2 112501 Chain Spacer (For ProGuard Chains Only) ..................... 4 Specifications Full -Bucket Seat: Seat shall be molded of U.V. stabilized, high quality, black rubber, encapsulating a 24 gauge stainless steel reinforcement plate. Handle cast from 356-T6 alumi- num alloy with black polyarmor paint finish. Handle attaches to seat with (3) 1/4" x 1 '/16 long stainless steel rivets. The finished size of the full bucket shall be 9" deep x 10 1/2" wide. Chain/Coated: Steel 3/16' straight link chain, 800 lb. working load limit. Finish: TenderTuff, color specified. Chain/ProGuard: Steel 3/16" straight link chain, 800 lb. working load limit. Finish: ProGuard. Fasteners: Primary fasteners shall be socketed and pinned tam- perproof in design, stainless steel (SST) perASTM F 879 unless otherwise indicated (see specific product installation/specifications). Installation Time: 1/4 man hour per seat Weight: 14 lbs. (7 FT. Beam 5" Dia. w/TenderTuff Chain) 13 lbs. (7 FT. Beam 5" Dia. w/ProGuard Chain) 14 lbs. (8 FT. Beam w/TenderTuff Chain) 14 lbs. (8 FT. Beam w/ProGuard Chain) 17 lbs. (10 FT. Beam w/TenderTuff Chain) 16 lbs. (10 FT. Beam w/ProGuard Chain) 12 lbs. (7 FT. Beam w/TenderTuff Chain) 12 lbs. (7 FT. Beam w/ProGuard Chain) 11 lbs. (75" Beam w/TenderTuff Chain) 11 lbs. (75" Beam w/ProGuard Chain) Installation Instructions Swing Hangers with Double Clevis 1) Attach chains to double clevis using 3/8" x 1 '/4' BHCS w/pin limited thread bolts, as shown. 2) Attach chains to full -bucket seat using 1/8" x'/g" BHCS w/pin limited thread bolts. Be sure bolt heads face user. NOTE: Use chain spacers as shown when installing ProGuard chains. 3) Install protective surfacing before users are allowed to play on the structure. Anti -wrap Swing Hangers 1) Attach chains to aluminum clevis using 3/g" x'/g" BHCS w/pin limited thread bolts, as shown. 2) Attach chains to full -bucket seat using'/8" x %" BHCS w/pin limited thread bolts. Be sure bolt heads face user. NOTE: Use chain spacers as shown when installing ProGuard chains. 3) Install protective surfacing before users are allowed to play on the structure. 2/10/2016 Added Hand Tighten Only Note. k& landscape structures 3/"x1'/n B�CS w%Pin Limited Thread (Not Included) 3/11X11/„- &CS w)Pin Limited Thread (Not Included) SAFETY NOTE Choose a protective surfacing material that has a Critical Height Value of at least the height of the Highest Accessible Part/Fall ISO 14001 Height of the adjacent equipment. (Ref. ruzzorEM, Certified ASTMF1487.) SWING HANGER OPTIONS )le Clevis Included) 3/ „ X 7/$ B�-ICS w/Pin Limited Thread (Not Included) TenderTuff or ProGuard Chains Double Clevis (Not Included) or ProGuard 3/"x1'/n B�CS w%Pin Limited Thread (Not Included) 177460b =vis of Included) TenderTuff or ProGuard Chains 'levis uded) TenderTuff or ProGuard Chains Swings• Full -Bucket Seat, w/Chains Sheet 2 of 2 601 7TH STREET SOUTH, DELANO, MINNESOTA 55328-8605 888-574-4678 LSI Install Help 888-438-6574 LSI Direct 763-972-5200 Int. FAX (763) 972-3185 o 2015 by Landscape Structures. All rights reserved. Document #21059200 SAFETY NOTE Choose a protective surfacing material that lighm has a Critical Height Value of at least the ISOoo1 height of the Highest Accessible Part/Fall Height of the adjacent equipment. (Ref. landscape I Certified ASTM F1487.) structures® 13616300 (2) 3/8" x 1 1/8" BHCS w/Pin w/ 3/8" Tee Nuts ' x 5/8" Drive Rivet O 65" Tr Swing Beam '© Swing Hanger Clamp Assembly , Double Clevis \ Chain (Not Included) Chain (Not Included) Bolt Link 7 (Not Inclu NOTE: Do Not Over -Tighten Limited Thread Bolt! Threads Should Not Protude Past Bolt Link. 1/16" x 2 7/16" BHCS w/Pin Limted Thread Bolt 3/8" x 1 '/4" BHCS w/Pin Limited Thread Bolt 3/g' x 1 '/4" BHCS w/Pin Limited Thread Bolt (Not Included) NOTE: Position Bolt Head Inward Facing User. Swings•SwingHanger,Belt • 601 7TH STREET SOUTH, DELANO, MINNESOTA 55328-8605 888-574-4678 LSI Install Help 888-438-6574 LSI Direct 763-9' o 2012reserved. Document #18379700 kk landscape structures' Parts List Swings 111418 Swing Hanger, Belt Swing Part# Description Qty. 105327-01 5" Half Clamp, Specify Color.......................................1 100198-00 1/8" x 1 1/8" BHCS w/Pin, SST.......................................2 100351-00 1/8" Tee Nut, SST............................................................2 100610-00 1/4" x 1/8" Drive Rivet, AL/SST......................................1 100292-00 1/8" x 1 1/4' BHCS w/Pin Ltd. Thread Bolt, SST ............ 1 121291-00 Swing Hanger Clamp Assy. Specify Color ..............1 121289-00 Swing Hanger Clamp, Specify Color ............................1 127068-00 7/16" x 2'/16" BHCS w/Pin Ltd. Thread Bolt, SST .........1 138917-00 Swing Hanger Double Clevis SST................................1 100667-00 Oilite Bushing................................................................1 Specifications Hanger Clamp Assembly: Cast aluminum. Finish: ProShielde, color specified. Double Clevis: Stainless Steel. Fasteners: Primary fasteners shall be socketed and pinned tam- perproof in design, stainless steel (SST) per ASTM F 879 unless otherwise indicated (see specific product installation/specifications). Installation Time: Approx. 1/2 man hour Weight: 6 lbs. Installation Instructions 1) Locate and mark location of clamp on beam. 2) Attach 5" half clamp and swing hanger clamp to beam using 3/8" x 1 1/8" BHCS w/pin and 3/8" tee nuts. Tighten evenly. 3) IMPORTANT.- Drill through holes in 5"halfclamps and into 5"pipe with a 1l," or 7" (only) drill bit, tap'/4"x 518" drive rivets through 5" half clamps and into pipe, to ensure that clamps remain secure. 4) Attach swing chain to double clevis using 3/81, x 1 1/," BHCS w/pin limited thread bolts. 5) Attach swing seat to chains using bolt links with 3/8" x 1 1/," BHCS w/pin limited thread bolts. NOTE: Do not over -tighten limited thread bolt. Threads should not protrude past bolt link. Position bolt head inward facing user. ECO #54506 Document #18379700 replaces #13616300. Changed Double Clevis material to Stainless Steel. k& landscape structures° NOTE: Model numbers are for swing frames only, order swing seats with chains separately. PLAN VIEW/FOOTING LAYOUT Protective Surfacing Q t 2-Place Add. Bay 6, 6' 1,83 140" 140" 1 3560 3560 Minimum Use _ Zone -------------------- --- Model #177333 Additional Bay swings 177332/177333 S i n SAFETY NOTE Choose a protective surfacing material that has a Critical Height Value of at least the height of the Highest Accessible Part/Fall ISOoo1 Height of the adjacent equipment. (Ref. t Certified ASTM F1487.) W DETAIL CONCRETE FOOTING Post Crushed Rock 24" 610 le Post Swinq Frame Sheet of © 2021 by Landscape Structures. All rights reserved. Document #30164000 kk landscape structures, Parts List Swings 177332/177333 Single Post Swing Frame Part# Description Qty. 2 PI Add Bay 216492 Swing Beam, Specify Color ..................................... 1..... 1 220966 148" Steel Post Assy., Specify Color ........................ 2 ..... 1 105327 5" Half Clamp, Specify Color .................................. 8 ..... 4* 100610 1/4X5/8i DRV, Rivet, AS...........................................8 8 121291 Swing Hanger Clamp Assy. Specify Color ......... 4...... 4 121289 Swing Hanger Clamp, Specify Color ....................... 4...... 4 127068 7/16' x 2'/16" BHCS w/Pin Ltd. Thread, SST............ 4...... 4 138917 Swing Hanger Double Clevis................................... 4...... 4 100667 Oilite Bushing........................................................... 4...... 4 243802 Hdw Pkg MOD Swing Beam ................................. 1...... 1 100198 1/8" x 1 1/8' BHCS w/Pin, SST .................................. 8...... 8 234397 BHCS 6LP LTHD 7/16 x 1 11/16i, SSTST.............. 8...... 8 100292 1/8" x 1 1/4'BHCS w/Pin Ltd. Thread, SST ............... 4...... 4 100351 1/8" Tee Nut, SST ....................................................... 8...... 8 156846 Play Safe Label, 2-12 Yrs......................................... 1...... 1 234937 7/16' D Cut Washer, SST ........................................... 16..... 16 182213 Hot Surface Warning Label ...................................... 1...... 1 182212 Entanglement Warning Label ................................... 1...... 1 115176 Hard Surface Warning Label .................................... 1...... 1 100330 7/16' Nylok Hex Nut .................................................. 8...... 8 * = 5" Half Clamps From 2 PL. End Of Beam Need To Be Used Saecifications Post: See P1ayBoosterx (PB) General Specifications. Swing Beam: Weldment comprised of tee clamps and 5" O.D. extruded 6005-T5 aluminum alloy tube with a .125" wall. Finish: ProShield®, color specified. Clamp: Cast aluminum. Finish: ProShield„ 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). Installation Time: 2-Place - Approx. 6 man hours Additional Bay - Approx. 3 man hours Concrete Req.: 2-Place - Approx. 14 cu. ft. Additional Bay - Approx. 7 cu. ft. Area Req: 2-Place - 24'-1" x 24' (7,3 in x 7,31 m) Full bucket seats. 2-Place - 24'-1" x 32' (7,3 in x 9,75 m) For all other seats. Additional Bay -1 F-8" x 24' (3,56 in x 7,31 m) Full bucket seats. Additional Bay - l l'-8" x 32' (3,56 in x 9,75 m) For all other seats. Weight: 2-Place - 206 lbs. Additional Bay - 122 lbs. Installation Instructions 1) Dig footings spaced as shown. Refer to Concrete Footing Detail. 2) Set posts in footing holes and attach swing beam using 5" half clamps with'/16" BHCS w/Pin,'/16" D-Cut Washers, and'/16" Nylok nuts. Refer to the Swing Beam Attachment Detail. Center of beam should be 99'/4' above finished grade. When installing back to back swing beams refer to the Back To Back Tee Clamps Detail. NOTE: Tighten all BHCS w/ pin equally. 3) Level beam and plumb posts and temporarily prop in position. Pour concrete footings and let cure for 72 hours before proceeding. 4) Locate, mark and attach swing hanger clamps to beam in locations shown. Refer to the Swing Hanger Clamp Attachment Detail. 5) NOTE: Refer to specific swing seat installation documentfor attaching chains and seats. 6) Install 1/4" x 5/8" drive rivets in all 5" half clamps. Refer to the Typical Offset Hanger Clamp Spec Sheet. Refer to the Back To Back Tee Clamps Detail. 7) Apply Play Safe and Warning Labels, as shown. 8) Install protective surfacing before users are allowed to play on the swing. ECO# 0102179 Document 30164000 replaces 24382000 Change to molded seat w/harness use zone k& landscape structures° (4) 7/,6' Ny- lok Nut w/ D-Washer, DETAIL BEAM ATTACHMENT (2) 148" Steel Posts O (4) 5" Half Clamps (4) 1/4n x 5/$ 1 Drive Rivets (4 CI (4) Swing Hanger Clamp Assemblies (4) Typical Clevis w/ 3 BHCS w/P,,, Thread Bolts SAFETY NOTE Choose a protective surfacing material that has a Critical Height Value of at least the height of the Highest Accessible Part/Fall IS0 001 Height of the adjacent equipment. (Ref. I Certified ASTM F1487.) DETAIL BACK TO BACK TEE CLAMPS (4) BHCS LTHD '/6 x 1 11/16 SST (4) BHCS LTHD w/ Washer Flush '�6 x 1 "/,6 SST D-Cut'/16' w/ Washer Flush o (4)7/ " Nylok Nut D-Cut 7/16' w/ D-Washer m n IIIIIIIII1IIII'® / (2) Tee 1/4" x 5/8" Drive Rivet Clamps NOTE: Drill 1/4" hole through tee and arch for 1/4" x 5/8" drive rivet when installing back to back tee clamps. NOTE: Tighten all BHCS DETAIL w/Pin equally. SWING HANGER ATTACHMENT (8)3/8" Tee Nuts x 5/81 Rivets 116, x 2 7/18 ;S w/Pin Ltd. )ad Swings 177332/177333 Single Post SwingFrameof 601 7TH STREET SOUTH, DELANO, MINNESOTA 55328-8605 888-574-4678 LSI Install He. 888-438-6574 LSI Direct 763-972-5200 Int. FAX (763) 972-3185 o 2021 by Landscape Structures. All rights reserved. DocurrientgaM64000 KEY Seat Type Dimension "A" landscape Belt N/A Flat N/A s Full Bucket 8'-6" (2,59 m) structure Half Bucket 12'-6" (3,81 m) Molded Bucket N/A Molded Bucket/Harness N/A Infant Full Bucket 8'-6" (2,59 m) SAFETY NOTE Choose a protective surfacing material that has a Critical Height Value of at least the '�+� ,� w vA� height of the Highest Accessible Part/Fall �0 iY V Heightoftheadjacentequipment. (Ref.ASTM t I I F1487.) Certified DETAIL SWING BEAM ATTACHMENT --------------------- ..Minimum Use Post Zone I Q I I I I , 1 (4) 1/8" Standard Hex - + 6 Nuts w/ Y." SAE Flat LLJ 1830 Washers o 116 1/4" Swing I , Beam II Typical _ PlayBooster . Beam Post Bean DETAIL DOUBLE CLEVIS ATTACHMENT (4) 7/ 6ii x 2 7/16n Beam BHCS w/Pin Limited Thread Bolts (4) Double Clevis FJI ) \ III ,r �I r still / (4) 3/a' x 1 1/41 (BHCS w/Pin 4) Swing Chains Limited Thread Bolts NOTE: This Swing is designed for users up to 5 years of age. Subgrade (2) Swing Chains (3) Warning— Labels I Im IIIIIIIIIIIIIIIImII l I IIIIIIIIIIIIIIIIIIIIIIIII I I IIIIII \ 1III1- Full Bucket Seat Use 3000 PSI Concrete Minimum NOTE: Model number is for Crushed Rock swing frame only, order swing seats with chains separately. 30" 760 0 `t 18TIM111] NOTE: Tighten all (4 BHCS w/Pin equally. (2) 1/41 x 3/81 Drive Rivets (2) Swing Chains II II II II II II I rIIImIIIIIIIII1111I111 I I YIIIIIIIIIIIIIIIIIIIIIII I Full Bucket Seat 1 (4) 3/8" x 1 1/81, BHCS w/Pin Swing Beam Eo Loose Fill - co Protective N Surfacing E m 0 E 0 0) o Ln Iv 0 /Ln V 0 -E LL N Swings 177336 Toddler Swing Frame © 2012 by Landscape Structures. All rights reserved. Document #185021 00 kk landscape structures, Parts List Part# Description Qty 135548-00 Swing Beam, Specify Color ...................................... 2 116653-00 Steel 124" (DB) Post, Specify Color ....................... 1 185014-00 Beam Hardware Package ....................................... 1 100198-00 '/s" x 1 Vs" BHCS w/Pin, SST .................................. 4 100327-00 '/s" Standard Hex Nut, SST ...................................... 4 100365-00 '/s" SAE Flat Washer, SST ........................................ 4 100611-00 '/," x 1/8" Drive Rivet, AL/SST................................. 2 182213-00 Hot Surface Warning Label ....................................... 1 182212-00 Entanglement Warning Label ................................... 1 115176-00 Hard Surface Warning Label .................................... 1 132634-00 Double Clevis Hardware Package ........................ 2 127068-00 7/16" x 2 7/16" BHCS w/Pin Ltd. Thread Bolt, SST.. 4 100292-00 '/s" x 1 '/a' BHCS w/Pin Ltd. Thread Bolt, SST .... 4 138917-00 Double Clevis............................................................. 4 Specifications Swings 177336 Toddler Swing Frame Post: See P1ayBooster® (PB) General Specifications. Swing Beam: Weldment comprised of 3.500" O.D. RS-20 (.120" - .130") galvanized steel tubing, 6" wide zinc plated steel clamp, 3.500" pipe cap, and 1 '/," housings with bronze bushings. Finish: ProShield®, color specified. Fasteners: Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) perASTM F 879 unless otherwise indicated (see specific prod- uct installation/specifications). Installation Time: Approx. 4 man hours Concrete Req.: Approx. 12.7 cu. ft. Area Req.: 17' x 21' 9" (5,18 m x 6,63 m) Weight: 136 lbs. Installation Instructions 1) Dig footing spaced as shown. 2) Attach swing beams to post using 1/8" x 1 '/8" BHCS w/pin and 1/8" standard hex nuts with 1/8" SAE flat washers. Refer to the Swing Beam At- tachment Detail. NOTE: Tighten all (4) BHCS w/Pin equally. 3) Set post with swing beams in footing hole and with post plumb, tem- porarily prop in position. NOTE: Bottom of beam should be 75" above finished grade. 4) Pour concrete footing and let cure for 7 days before proceeding. NOTE: Use 3000 PSI concrete minimum. 5) Attach double clevises to beams using 7/16' x 2 7/16" BHCS w/pin limited thread bolts, and attach swing chains to double clevises using 3/8" x 1 1/4" BHCS w/pin limited thread bolts. Refer to the Double Clevis Attachment Detail. 6) Install Swing Bucket Seat per the installation sheet. 7) Drill through hole in steel half clamps and into post with a'/4" or "F" (only) drill bit. Install 1/4" x 3/8" drive rivets. Refer to the Swing Beam Attachment Detail. 8) Apply Warning Labels, as shown. 9) Install protective surfacing before users are allowed to play on the structure. Eco #54545 Document # 18502100 replaces # 17744900. Added waming labels to hardware package. k& landscape structures° (4) 3/8" Low Crown Cap Nuts w/3/8" SAE Flat Washers Large - Border Age Appropriate Sign = DETAIL SIGN ATTACHMENT (2) Signs 1.1 0 Sign Post F:. M 5" 127 LO 0 ISO 14001 Small Border (4) 3/8„ x 1 1/8" BHCS w/Pin w/3/8" SAE Flat Washers DETAIL SURFACE MOUNT (4)'/2" Standard Hex Nuts w/ 1/2" Sign Post Flat Washers --------- ------------ (4)1/2" x 2 3/a" --- Expansion Anchorsa a s a a s Concrete-a4 nQ a 1 14 a` a•- a d'.- ad Compacted Gravel Warning Sign DETAIL Sign Post (2) #8 x'/2" (2) Borders BHCS Torx O Signs Model 182503 - Landscape Structures Provided Welcome Sign Model 182504 - Welcome Sign DETAIL DIRECT BURY FOOTING Finished Sign Post Grade Subgrade Concrete Footing WelcomeSigns • 601 7TH STREET SOUTH, DELANO, MINNESOTA 55328-8605 888-574-4678 LSI Install Help 88 o 2016 by Landscape Structures. All rights reserved. OUD 21325600 CD 00 00 Document #22074200 kk landscape structures, Parts List Part# 219911 219912 219913 219914 219915 219916 219918 180598 181119 193782 193783 Description Qty. Warning Sign,Gray........................................................1 Age Appropriate Sign, 2-12 Years, Gray ....................... * Age Appropriate Sign, 2-5 Years, Gray ......................... * Age Appropriate Sign, 5-12 Years, Gray ....................... * Age Appropriate Sign, 1 1/2-5 Years, Gray ................... * Age Appropriate Sign, 1 1/2-12 Years, Gray ................. * Age Appropriate Sign, 6-23 Months, Gray ................... * Sign Post (DB), Specify Color ...................................... * Sign Post (SM), Specify Color ...................................... * Large Border, Black.......................................................1 Small Border, Black......................................................1 213258 Age/Warning Sign Hardware Package ....................1 100198 3/8" x 1 1/8" BHCS w/Pin, SST....................................4 100349 3/8" Low Crown Cap Nut, SST.....................................4 100365 3/8" SAE Flat Washer, SST...........................................8 168323 #8 x 1/2" BHCS Torx, SST............................................2 169413 1/4-6 Lobe T-15 Tamp. Bit............................................1 121348 4 Hole (SM) Hardware Package...............................1 100266 1/2" x 2 3/4" Expansion Anchor....................................4 100322 1/2" Standard Hex Nut, SST..........................................4 100363 1/2" Flat Washer, SST....................................................4 DB = Direct Bury SM = Surface Mount * = Quantity Determined By Your Order Specifications Sign Panel: Panel is fabricated from'/g" (.125")(3,17 mm) alumi- num plate. Finish: ProShield®, gray in color. (Sign) Digital image is transfered to a'/g" (.125")(3,17 mm) ProShield coated aluminum plate, then infused into the ProShield. Border: Permalene, black in color. Post: Weldment comprised 2.375" (60,33 mm) O.D. RS20 (.095-.105) (2,41 mm-2,67 mm) wall galvanized tube,'/4" (6,35 mm) HRPO steel sheet and aluminum post cap. Finish: ProShield, color specified. Fasteners: Primary fasteners shall be socketed and pinned tam- perproof in design, stainless steel (SST) per ASTM F 879 unless otherwise indicated (see specific product installation/specifications). Installation Time: (DB) Approx. 1 man hour (SM) Approx. 1/2 man hour Concrete Req: Approx. 1.31 cu. ft. Weight: (DB) - 24 lbs. (SM) - 27 lbs. Welcome Sign Installation Instructions Direct Bury 1) Dig footing hole to depth and diameter shown. 2) Attach sign panels and borders to post as shown, using 1/8" x 11/8" BHCS with 3/8" SAE flat washers and 3/8" low crown cap nuts with 3/8" SAE flat washers. Attach signs to borders using #8 x'/2" BHCS Torx. 3) Set sign assembly in footing hole and temporarily brace in plumb position. 4) Pour concrete footing. After concrete has cured, remove bracing. Surface Mount 1) Attach sign panels and borders to post as shown, using 3/8" x 1'/$" BHCS with 3/8" SAE flat washers and 3/8" low crown cap nuts with 3/8" SAE flat washers. Attach signs to borders using #8 x'/2" BHCS Torx. 2) With sign in proper position, using a'/2" masonry bit and hammer drill, drill 3" deep holes into concrete slab through holes in post plate. Tap '/2" x 2 3/4" expansion anchors into holes and secure using 1/2" standard hex nuts with flat washers. ECO 0100730 Document 22074200 replaces 21325600. Replaced signs. k& landscape structuresm 30 ( 12, Play Safe Label (3) 3/8 " x 7/8" BHCS w/Pin w/ 3/8' Flat Washers SAFETY NOTE Choose a protective surfacing material that mom has a Critical Height Value of at least the height of the Highest Accessible Part/Fall IS0001 Height of the adjacent equipment. (Ref. IMItl Certified ASTM F1487.) 18381300 DETAIL (4) 1/2" Standard SURFACE MOUNT Hex Nuts w/ 1/2" Flat Washers Support (4) 1/2" x 2 3/411 Expansion --------- - - - - - - - - - Anchors __-------- 7 44 Concrete 24" NOTE: Sufficient protective surfacing must cover hardware Crushed Rock to satisfy fall height DETAIL requirements. — DIRECT BURY a Support i Loose Fill Protective Surfacing DETAIL Nrotective Surfacing DISC ATTACHMENT 120710 8" Height (Shown) 158997 10" Height 120711 16" Height 158998 20" Height 120712 24" Height 120713 30" Height Support E vm Cl) CO Subgrade -E o ° to a, a .- o ing Label a a N Concrete Crushed Rock 12" 300 PLAN VIEW/FOOTING LAYOUT (Layout Varies - See Your Plan) 30 0 16" ' ' 24 IT ((0 14"-24" 360-610 Climbers Pod Climbers © 2012 by Landscape Structures. All rights reserved. Document #18381300 kk landscape structures, Parts List Part# Description Qty. 126956 Disc, Specify Color ....................................................... * 169340 Support 8" (SM), Specify Color .................................... * 169339 Support 8" (DB), Specify Color .................................... * 169342 Support 10" (SM), Specify Color .................................. * 169341 Support 10" (DB), Specify Color ..................................* 169344 Support 16" (SM), Specify Color .................................. * 169343 Support 16" (DB), Specify Color ..................................* 156625 Support 20" (SM), Specify Color .................................. * 156627 Support 20" (DB), Specify Color .................................. * 120605 Support 24" (SM), Specify Color .................................. * 120601 Support 24" (DB), Specify Color .................................. * 153987 Support 30" (SM), Specify Color .................................. * 153988 Support 30" (DB), Specify Color .................................. * 183871 Disc Climber Hardware Package .............................1 100196 3/8" x 7/8' BHCS w/Pin, SST..........................................3 100365 3/8" Flat Washer, SST.....................................................3 156847 Play Safe Label, 5-12 Yrs..............................................1 183064 Warning Label...............................................................1 121348 4 Hole (SM) Hardware Package...............................1 100266 '/Z" x 2 3/4' Expansion Anchor.......................................4 100322 '/Z" Standard Hex Nut, SST...........................................4 100363 t/2" Flat Washer, SST.....................................................4 DB = Direct Bury SM = Surface Mount * = Quantity Determined By Your Order Specifications Disc: Rotationally molded from U.V. stabilized linear low density polyethylene, disc measures 14" in diameter x 7" high, color specified. Support: Weldment comprised of 1.900" O.D. RS20 (.090" - .100" Wall), 1.315" O.D. RS20 (.080" - 090" Wall) and 3/,," x 5" diameter plate. Finish: ProShield®, color specified. Fasteners: Primary fasteners shall be socketed and pinned tam- perproof in design, stainless steel (SST) per ASTM F 879 unless otherwise indicated (see specific product installation/specifications). Installation Time: SM - Approx. 1/2 man hour each DB - Approx. 3/4 man hour each Concrete Req.: Approx. 1.31 cu. ft. each Weight: 8" - 12 lbs. 10" - 13 lbs. 16" - 14 lbs. 20" - 15 lbs. 24" - 15 lbs. 30" - 16 lbs. Climbers Pod Climbers Installation Instructions 1) (Direct Bury) Dig footing as shown. See your Plan View/Footing Layout. 2) Attach disc to support using %" x 7/8" BHCS w/pin with %" flat washers, as shown. 3) (Direct Bury) Position support in footing hole and pour concrete footing. With support post plumb, prop support to hold in position. (Surface Mount) Mark anchor bolt locations on concrete slab through holes in support plate. Remove disc climber. Drill 3" deep holes on marks into concrete slab using hammer drill and'/," masonry bit. Tap expansion anchors into holes and secure disc climber using'/," standard hex nuts with flat washers. 4) Apply labels as shown. 5) Install protective surfacing before users are allowed to play on the structure. Eco #54517 Document # 18381300 replaces # 16934500. Added warning label to hardware package. ISO 14001 landscape PS = Playshaper 7 3 „ t LW = Learning Wall - Mounted 1 /4 structures® Above The Playing Surface. r1i (6) 3/ „ x 5/ Post BHCS w/Pin, Flange (6) Y." Flange Nuts w/Pin tO!��� (2)3/8" Flange Nuts w/Pin 6" 10" 250 10" 250 4" 100 PLAN VIEW/ FOOTING LAYOUT I Table End Panel (4) 3/8' Low SAFETY NOTE Choose a protective surfacing material that has a Critical Height Value of at least the height of the Highest Accessible Part/Fall Height of the adjacent equipment. (Ref. ASTM F1487.) 16461300 (2) 3/811 x 1 1/4n Flat Head Cap /Screws (2) 3/811 x 1 1/2n Flat Head Cap Screws Table Panel Crown I Cap Nuts (2) 3/,," x 5/$ BHCS w/Pin (2) Table Top Brackets 3/8" Standard Hex Surface Nut w/ 3/8" SAE Mount Flat Washer Support 311 3 Leg DETAIL /8 x /4 Expansion I DIRECT BURY Anchor T� rr- Support Leg ■ , • © 1112921184861 , Table Panel, Ground Level 601 7TH STREET SOUTH, DELANO, MINNESOTA 55328-8605 888-574-4678 LSI Install Help 888-438-6574 LSI Direct 763-972• o 2008reserved. Document #16461300 kk landscape structures' Parts List PlayShaper° 111292/184861 Table Panel, Ground Level Part# Description Qty. 165143 Table Top Bracket, Specify Color.................................2 103116 Support Leg, (DB), Specify Color.................................1 103119 Support Leg, (SM), PS, Specify Color..........................1 114290 Support Leg, (SM), LW, Specify Color.........................1 109334 Table End Panel, Specify Color.....................................1 130370 Table Panel, Specify Color............................................1 152774 Hardware Package....................................................1 100195 '/8" x 5/8' BHCS w/Pin, SST..........................................8 100252 '/8" x 1 '/4' Flat Head Cap Screw, SST..........................2 151421 '/8" x 1 1/2' Flat Head Cap Screw, SST..........................2 100349 '/8" Low Crown Cap Nut, SST......................................4 100353 '/8" Flange Nut w/Pin, SST............................................8 112980 1-Hole (SM) Hardware Package ..............................1 100263 '/8"x 2 3/4' Expansion Anchor........................................1 100327 '/8" Standard Hex Nut, SST...........................................1 100365 '/8" SAE Flat Washer, SST.............................................1 DB=Direct Bury SM=Surface Mount Specifications Permalene® Panel: Solid color panel measures 391/2" wide x 30" high, color specified. Table Top Panel: Solid color Permalene panel measures 19 1/2" wide x 34 3/4" high, color specified. Support Leg: 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: ProShield®, color specified. Table Top Bracket: Fabricated from'/4' x 31/2" x 28 9/,6" HRPO flat steel. Finish: ProShield, color matched to posts. Fasteners: Primary fasteners shall be socketed and pinned tam- perproof in design, stainless steel (SST) per ASTM F 879 unless otherwise indicated (see specific product installation/specifications). Installation Time: Approx. 1 1/2 man hours Concrete Req.: Approx. 1.3 cu. ft. Weight: 68 lbs. Installation Instructions 1) (Direct Bury) Dig footing hole spaced and to depth shown on front of sheet. 2) Attach table top brackets and support leg to underside of table top panel using 3/8" x 1 1/4" flat head cap screws through panel and table top brackets, and 3/8" x 1 1/2" flat head cap screws through panel, table top brackets and support leg. Secure with 3/8" low crown cap nuts. 3) Attach table top assembly to table end panel using 3/8" x 5/8" BHCS w/ pin through table top brackets and 3/s" flange nuts w/pin through panel. 4) Attach panel to post flanges using 1/8" x s/8" BHCS w/pin and 3/8" flange nuts w/pin. 5) (Direct Bury) Level table and prop in position. Pour concrete footing. Allow concrete footing to cure a minimum of 72 hours before users are allowed to play on the structure. (Surface Mount) Using 1/8" masonry bit, drill through holes in base plate into concrete slab 3" deep. Insert and tap 3/8" x 2 3/4" expansion anchors into holes and secure with 1/8" standard hex nuts and 3/8" SAE flat washers. 6) Install protective surfacing before users are allowed to play on the structure. Eco #53623 Document 416461300 replaces 415277600. Replaced table top frame with table top brackets. Eco #54656 Added new model number. k& landscape structures° (4)3/nX5/" BHCS w/An i i i i i i (4)1/ 8" Flange Nuts w/Pin �a N N It CID Finished Grade SAFETY NOTE Choose a protective surfacing material that has a Critical Height Value of at least the height of the Highest Accessible Part/Fall IS0 001 Height of the adjacent equipment. (Ref. I Certified ASTM F1487.) 18868600 (4) 3/an X 1 1/„ 4 Flat Head Cap Screws Store Counter I L Store Panel LW = Learning Wall PS = PlayShaper ,Post i (4) Angle Brackets I (4) 3/ " x 5/S" BHCS w/Pin w/ 3/8' Flange Nuts w/Pin (4) 3/8.. Low Crown Cap Nuts w/ 3/ " SAE Flat WaAers 0 0 NOTE: This Panel is used at ground level only. PlayShaper-O 144984/184887 Storefront Panel 601 7TH STREET SOUTH, DELANO, MINNESOTA 55328-8605 888.574-4678 LSI Install Help 888-438-6574 LSI Direct 763-972-5200 Int. FAX (763) 972-3185 o 2013Document :•:•11 kk landscape structures' Parts List PlayShaper° 144984/184887 Storefront Panel Part# Description Qty. 144981 Storefront Panel, Specify Color.....................................1 144580 Store Counter, Specify Color.........................................1 188683 Store Counter Top Hardware Package ....................1 100195 %" x 5/," BHCS w/Pin, SST..........................................4 100252 3/8" x 1 1/4' Flat Head Cap Screw, SST ..........................4 100349 3/," Low Crown Cap Nut, SST......................................4 100353 3/," Flange Nut w/Pin, SST............................................4 188664 Steel Angle Bracket, Silver............................................4 100365 3/8" SAE Flat Washer, SST.............................................4 112518 Panel Hardware Package.........................................1 100195 3/8" x 5/," BHCS w/Pin, SST..........................................4 100353 3/," Flange Nut w/Pin, SST............................................4 Specifications Store Panel: Solid color Permalene®, color specified. Fasteners: Primary fasteners shall be socketed and pinned tam- perproof in design, stainless steel (SST) per ASTM F 879 unless otherwise indicated (see specific product installation/specifications). Installation Time: Approx. V, man hour Weight: 19 lbs. Installation Instructions 1) Attach angle brackets to store front panel using 3/," x 5/$" BHCS w/pin through angles and s/," flange nuts w/pin through panel. Attach store counter top to angle brackets using 3/8" x 1 t/4" flat head cap screws through counter top and 3/g" low crown cap nuts with %" SAE flat washers underneath angle. 2) Attach panel to post flanges using 3/8" x %" BHCS w/pin and 3/$" flange nuts w/pin. 3) Install protective surfacing before users are allowed to play on the structure. Eco #54708 Document #18868600 replaces #16060300. Changed angle bracket to'/,," steel. k& landscape structuresm (6)3/8 " Low Crown Cap Nuts w/ 3/a" SAE Flat Washers SAFETY NOTE Choose a protective surfacing material that has a Critical Height Value of at least the height of the Highest Accessible Part/Fall IS0001 Height of the adjacent equipment. (Ref. t Certified ASTM F1487.) 218173 Post Flange (6)3/ eX7/e a a ' BHCS w/Pin ...13/ n CAC M-.+ � Notches Are Top Side Of Panel 11 11 4' NOTE: Due to the possibility of scratching, it is important to leave packaging on panel until immediately prior to installation. PlayShaperO 217913 Digff use° Barrier Panel 2016 by Landscape Structures. All rights reserved. Document #21 817300 kk landscape structures, Parts List Part# 218030 218031 218032 218033 218034 218035 218036 218037 218038 218039 251086 251087 251088 251089 251090 251091 251092 251093 251094 259407 259408 XXXXXX PlayShaper° 217913 DigiFuse° Barrier Panel Description Qty. DigFuse Barrier Panel-Color/Shapes ............................ DigFuse Barrier Panel-Letters/Numbers ....................... DigFuse Barrier Panel-Food/Feelings ........................... DigFuse Barrier Panel-Bus/City .................................... DigFuse Barrier Panel-Books/Night Time .................... DigFuse Barrier Panel-Sunshine/Rain........................... DigFuse Barrier Panel-Bed/Bath Multicolor ................. DigFuse Barrier Panel-Clothes/Feet Multicolor............ DigFuse Barrier Panel-Bed/Bath Natural ...................... DigFuse Barrier Panel-Clothes/Feet Natural ................. DigFuse Barrier Panel-Hospital/Bodies ........................ DigFuse Barrier Panel-Cars/Trains ............................... DigFuse Barrier Panel-World/Sea................................. DigFuse Barrier Panel-Music/Art .................................. DigFuse Barrier Panel-Play/Nature ............................... DigFuse Barrier Panel-Castle/Books ............................. DigFuse Barrier Panel-Carnival/Music ......................... DigFuse Barrier Panel-Grandparents/Feelings.............. DigFuse Barrier Panel-Foods/Bodies ............................ DigFuse Barrier Panel-Shadows/Senses........................ DigFuse Barrier Panel-Move/Senses ............................. * Custom Artwork Panel .................................................. * 218204 Panel Hardware Package.........................................1 100196 Yg" x'/8" BHCS w/Pin, SST..........................................6 100349 '/$" Low Crown Cap Nut, SST......................................6 100365 '/$" SAE Flat Washer, SST............................................12 * = Quantity Determined By Your Order Specifications DigiFuse Panel: Made from'/4' (6,35 mm) thick aluminum sheet. Dye sublimation printed digital artwork is fused onto the powdercoated substrate. Fasteners: Primary fasteners shall be socketed and pinned tam- perproof in design, stainless steel (SST) per ASTM F 879 unless otherwise indicated (see specific product installation/specifications). Installation Time: Approx. 1/4 man how Weight: 31 lbs. Installation Instructions 1) Attach panel to post flanges using 1/8" x'/8" BHCS w/pin with 1/8" SAE flat washers and 1/8" low crown cap nuts with 1/8" SAE flat washers. 2) Install protective surfacing before users are allowed to play on the structure. ECO#0101704 Document 26199300 replaces 21817300. Update item list with newly added panels k& landscape structuresm PLAN VIEW A7 Post/SII 6 rn tY -�c M O � r) 00 � � Q O � m Eg O L LL Flrr If I II I II I ' II II I ' II II I ' II II I 'lll ul ' II II I Firs if I III , II I III I u � III , II I DETAIL ROOF SLEEVE/ DRIVE RIVET ATTACHMENT SAFETY NOTE Choose a protective surfacing material that has a Critical Height Value of at least the height of the Highest Accessible Part/Fall 'S0oo1 Height of the adjacent equipment. (Ref. t Certified ASTM F1487.) 12982200 DETAIL BOLT CAP ASSEMBLY (FOR NO LOGO PANEL OPTION) (8)Bolt Caps Part "A" (8) 3/8" SAE Flat Washers Q, ® (8)3/8" X 7/8" BHCS w/Pin See Bolt Cap Detail Above For No Logo Option (8) Bolt Caps Part "B" uare Peak Tile Roof (2) Logo Sign Panels T '(4) Roof Sleeves I II II I Typical PlayShaper Post (4) Roof Sleeves NOTE: Optional logo lettering available. Limit 15 characters including spaces. (8)1/4" x 7/g' Drive Rivets (3" down from top of post I I II and 1800 to each other.) PlayShaper° 179229 Square Peak Tile Roof ©2011byLandscape Structures. All rights reserved. Document kk landscape structures, Parts List PlayShaper° 179229 Square Peak Tile Roof Part# Description Qty. 128451 Square Peak Tile Roof, Specify Color ...........................1 127801 Roof Logo, Specify Color.............................................2 118175 Roof Sleeve, Specify Color...........................................4 128189 Roof (With Logo) Hardware Package .....................1 100198 %" x 1 '4" BHCS w/Pin, SST.......................................8 100613 '/4" x'/8' Drive Rivet, AL..............................................8 128190 Roof (With Out Logo) Hardware Package ..............1 100196 '/$" x'/$' BHCS w/Pin, SST..........................................8 100365 '/$" SAE Flat Washer, SST.............................................8 100613 '/4" x'/8' Drive Rivet, AL..............................................8 108184 Bolt Cap Part A.............................................................. 8 108185 Bolt Cap Part B.............................................................. 8 Specifications Square Peak Tile Roof. Rotationally molded from U.V. stabilized linear low density polyethylene. Roof measures 53 '/Z" x 55'/4" x 34 %" high, color specified. Roof Logo: Two color Permalene® logo measures 41" wide x 5 '/," high, color specified. Roof Sleeve: Cast from 319 almag. Finish: ProShield® color spec- ified. Fasteners: Primary fasteners shall be socketed and pinned tam- perproof in design, stainless steel (SST) per ASTM F 879 unless otherwise indicated (see specific product installation/specifications). Installation Time: Approx. 2 man hours Weight: With Logo - 105 lbs. Without Logo - 93 lbs. Installation Instructions 1) Turn roof sleeves onto roof. Refer to the Roof Sleeve/Drive Rivet Attachment Detail. 2) (With Roof Logo) Attach roof logo to roof using'/8" x 1 '/8" BHCS w/pin, as shown. (Without Roof Logo) Attach bolt cap assembly to roof using bolt cap part "A",1/8" SAE flat washer and fasten with x'/8" BHCS w/pin. Snap bolt cap part `B" onto bolt cap part "A". Refer to the Bolt Cap Assembly Detail. 3) With two people minimum, lift roof into position and insert roof sleeves into posts. 4) Drill'/4' holes through roof sleeves using the predrilled'/4" holes in posts as a guide. Insert'/4' x'/8" drive rivets into drilled holes and tap pin in until it is flush with rivet head. Refer to the Roof Sleeve/Drive Rivet Attachment Detail. 5) Install protective surfacing before users are allowed to play on the structure. APPENDIX C COOLTOPPER FOOTING DETAIL FOR BIDDING PURPOSES ONLY k& landscape structures0 DETAIL DIRECT BURY (201" & 221" POST) CoolToppers Finished Grade Post mm1IIIIIIII � i Crushed 24" Rock 610 DETAIL DIRECT BURY (233", 249", & 265" POST) CoolToppers Post (4) 3/s" x 1 — 1/8" BHCS w/ Pin w/ 3/g' Flat Washers (4) 3/8" Standard Hex Nuts w/ 3/8" Flat Washers Footer Extension Concrete Crushed Rock 11 Middle Post (4) 3/81, X 1 1/8" BHCS w/ Pin w/ 3/g' Flat Washers (4) 3/8" Standard Hex Nuts w/ 3/8" Flat Washers Footer Extension Concrete Crushed Rock Upper Post Extension �. (6)%"x1 %" BHCS w/pin with %" SAE Flat Washers (6) %" Hex Nut Nylock w %" SAE Flat Washers 77 610 1Middle Post/ SAFETY NOTE Choose a protective surfacing material that has a Critical Height Value of at least the height of the Highest Accessible Part/Fall Height of the adjacent equipment. (Ref. ASTM F1487.) DETAIL DIRECT BURY (301" POST) o . - - e 0 a 24" N r` 183799a PlayBoostet,21 154883 CooffoppersO Post For Roofs, single Post 601 7TH STREET SOUTH, DELANO, MINNESOTA 55328-8605 888-574-4678 LSI Install Help 888-438-6574 LSI Direct 763-972-5200 Int. FAX (763) 972-3185 o 2020. APPENDIX D PUBLIC WORKS STANDARD IRRIGATION MATERIALS Parks Division Standard Irrigation Materials List Heads Toro 570Z-PRX-COM Pop -Up Rain Bird 5000 Rotor Rain Bird 8005 Rotor Controller Rain Master DXi irrigation controller with flow, Cellular & antenna Contact Rain Master Scott Kyle 949-212-8013 Battery Powered Irrigation Controller Toro DDCWP Battery Powered Controller Tempus DC LCD controller Tor IBOC Battery Powered Controller w/Solar Converter (A-SPC-2) Hunter XC Hybrid Battery Powered Controller w/Solar Panel Kit Drip Irrigation Rain Bird Xerigation Landscape Drip Rain Bird XCZ-100-PRF Drip Zone Kit Rain Bird XF Dripline - 0.9 GPH, 12 in. Spacing Miscellaneous Febco 825Y RP Spears # DS-100 Dri-Splice Connectors with crimp sleeves Spears # DS-300 Dri-Splice Sealant Rain Bird #44 or #33 Quick Coupler Valve with Vinyl Cover Rainbird EFB-CP Series Valve with DC Latching Solenoid (Battery Controllers Only) Griswold DW Series Valve (Control Valve) Griswold DW Series Valve with DC latching solenoid (use with battery -powered controller) Superior 3100 Solenoid Valve (Normally Open Master Valve) Superior 3200 Solenoid Valve (Normally Closed Master Valve) Matco 754 Series Full Port Ball Valve Schedule 40 PVC Lateral Pipes Class 315 Main Supply Pipe (2" and larger) Schedule 40 PVC Main Supply Pipe (1-112" and smaller) Rectangle Valve Box-Plastic-18" L x 12" W x 12" D Round Valve Box-Plastic-10" Control Wire-14 AWG U.F. 600-Volt Direct Burial Copper with PVC Insulation. Rain Master EVFM Flow Sensor