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Agenda 12/13/2022 Item #16C 5 (Payment approval for Curran Young Construction Inc)16.C.5 12/13/2022 EXECUTIVE SUMMARY Recommendation to approve payment of invoices totaling $14,090.20 to Curran Young Construction, Inc., regarding Agreement Number 21-7864, as provided in Change Order No. 7, pertaining to work performed at the East Naples Community Park Welcome Center. (Project No. 80414) OBJECTIVE: To obtain an "after the fact" approval for payment of invoices to Curran Young Construction, Inc. in the amount of $14,090.20, associated with work completed at the East Naples Community Park ("ENCP") under Agreement Number 21-7864, as supported by acceptable supporting payment documentation submitted by the contractor. CONSIDERATIONS: This "after the fact" approval is requested to approve the payment of invoices for work completed at the ENCP Welcome Center under Agreement Number 21-7864, Change Order No. 7, pursuant to staff Work Directives to the contractor that were necessary to ensure usable operations at the US Open Pickle Ball Championships in April 2022. Change Order No. 7 (attached to Pay App #13) includes the following three staff directed Work Directives: • Work Directive #8: Asphalt paving for the walkways/access points ($9,476.32) • Work Directive #11: HVAC Electrical panel breaker for the East Naples Community Park (ENCP) Welcome Center ($572.36) • Work Directive #12: Modification of the sewer catch basin opening ($4,041.52) The county's project manager gave verbal direction for the above work directives due to the time sensitivity/critical nature of the work. However, when memorialized in writing, the project manager made a scrivener's error and did not properly align the effective dates of the work directives to the dates he provided verbal direction. The contractor performed the work as directed in accordance with the verbal direction provided by staff. FISCAL IMPACT: Change Order No. 7 was approved by the Board on September 13, 2022. If approved, this item provides "after the fact" approval of invoices associated with the work directives under that change order. There is no additional fiscal impact associated with this action. Funds are available in Parks Bond Fund (308) Project No. 80414. LEGAL CONSIDERATIONS: This item has been reviewed by the County Attorney, is approved as to form and legality and requires majority vote for approval.-SRT GROWTH MANAGEMENT IMPACT: There is no Growth Management Impact associated with this action. RECOMMENDATION: To approve the payment of invoices to Curran Young Construction, Inc., totaling $14,090.20, pertaining to work performed under Agreement Number 21-7864, Change Order No. 7, at the East Naples Community Park Welcome Center, as supported by acceptable payment documentation submitted by the contractor. Prepared by: Clint Perryman, Project Manager, Facilities Management Division ATTACHMENT(S) 1. Pay app 13 - Curran Young (PDF) 2. Work Directive #12 Sewer Box modification (PDF) 3. [Linked] 4500210601_CurranYoung_C#4_Add TimeExt 20221108194958.371 X (PDF) 4. Curran Young Construction - After the Fact Form ENCP Welcome Center (PDF) 5. Work Directive #8 Pavement and Backlfow Preventer (PDF) 6. Work Directive # 11 ENCP Welcome Center Interior and Exterior (PDF) Packet Pg. 1191 16.C.5 12/13/2022 COLLIER COUNTY Board of County Commissioners Item Number: 16.C.5 Doe ID: 23791 Item Summary: Recommendation to approve payment of invoices totaling $14,090.20 to Curran Young Construction, Inc., regarding Agreement Number 21-7864, as provided in Change Order No. 7, pertaining to work performed at the East Naples Community Park Welcome Center. (Project No. 80414) Meeting Date: 12/13/2022 Prepared by: Title: Operations Analyst, Senior — Facilities Management Name: Bendisa Marku 11/15/2022 12:07 PM Submitted by: Title: — Facilities Management Name: John McCormick 11/15/2022 12:07 PM Approved By: Review: Facilities Management John McCormick Director - Facilities Procurement Services Ana Reynoso Level 1 Purchasing Gatekeeper Facilities Management Jennifer Belpedio Manager - Real Property Procurement Services Sue Zimmerman Additional Reviewer Procurement Services Sandra Herrera Additional Reviewer Public Utilities Operations Support AmiaMarie Curry Additional Reviewer Public Utilities Department Drew Cody Level 1 Division Reviewer County Attorney's Office Scott Teach Additional Reviewer Public Utilities Department George Yilmaz Level 2 Division Administrator Review Office of Management and Budget Debra Windsor Level 3 OMB Gatekeeper Review County Attorney's Office Jeffrey A. Klatzkow Level 3 County Attorney's Office Review County Manager's Office Ed Finn Additional Reviewer Office of Management and Budget Susan Usher Additional Reviewer County Manager's Office Amy Patterson Level 4 County Manager Review Board of County Commissioners Geoffrey Willig Meeting Pending Completed 11/15/2022 12:55 PM Completed 11/15/2022 1:18 PM Completed 11/15/2022 3:01 PM Completed 11/19/2022 10:00 PM Completed 11/22/2022 12:55 PM Completed 12/05/2022 11:00 AM Completed 12/05/2022 11:41 AM Completed 12/05/2022 3:03 PM Completed 12/05/2022 3:36 PM Completed 12/05/2022 3:39 PM Completed 12/05/2022 4:33 PM Completed 12/05/2022 7:52 PM Completed 12/06/2022 12:42 PM Completed 12/07/2022 11:42 AM 12/13/2022 9:00 AM Packet Pg. 1192 APPLICATION AND CERTIFICATE FOR PAYMENT TO OWNE RICLIENT: PROJECT: Collier County Board of County Commissioners, FL East Naples Welcome Center clo Facilities Management Division, 3335 Tamiami 3550 Thomasson Drive Trail East Naples, Florida 34112 Naples, Florida 34112 FROM CONTRACTOR: VIA ARCHITECTIENGINEER: Curran Young Construction, LLC Nicholas De Ciccio (Jacobs) 27399 Riverview Center Blvd Suite 104 5801 Pelican Bay Blvd., Suite 505 Bonita Springs, Florida 34134 Naples, Florida 34108 DOCUMENTSUMMARYSHEET CONTRACT FOR: East Naples Community Park Welcome Center PO#45002110601, Collier County Project #80414 CONTRACTOR'S APPLICATION FOR PAYMENT Application is made for payment, as shown below, in connection with the Contract. Continuation Sheet is attached. 1. Original Contract Sum 2. Net change by change orders 3. Contract Sum to date (Line 1 3 2) 4. Total completed and stored to date (Column G on detail sheet) 5. Retainage: a. 5.00% of completed work b. 0.00% of stored material Total retainage (Line 5a + 5b or total in column I of detail sheet) 6. Total earned less retainage (Line 4 less Line 5 Total) 7. Less previous certificates for payment (Line 6 from prior certificate) 8. Current payment due: 9. Balance to finish, including retainage (Line 3 less Line 6) $157,100.70 $0.00 $2,965,622.28 $179,499A3 $3,145,121.71 $3,142,014.13 $157,100.70 $2,9B4,913.43 $2,925,658,27 $59,255.16 $160,208.28 CHANGE ORDER SUMMARY ADDITIONS DEDUCTIONS Total changes approved in previous months by Owner/Client: $180,909.11 $(63,783.53) Total approved this month: $62,373.85 $0.00 Totals: $243,282.96 $(63,783.53) Net change by change orders: $179,499.43 APPLICATION NO: 13 INVOICE NO: 13 PERIOD: 06/01/22 - 09107/22 PROJECT NO: 21004 CONTRACT DATE: 5/14/2021 16.C.5.a Page 1 of 8 The undersigned certifies that to the best of the Contractor's knowledge, information and belief, the Work covered by this Application for Payment has been completed in accordance with the Contract Documents, that all amounts have been paid by the Contractor for Work which previous Certificates for payment were issued and payments received from the Owner/Client, and that current payments shown herein is now due. CONTRACTOR: Curran Young Conotion, LLC By: Date: 7� State of: 000". Countyof: (A Subscribed and sworn to bef this �� No ///►►I Notary Public: ' 1 My commission expires: / =o11�Y Ppe� re c weOF f10 day of , -FPr1� r olu , �� MY ARCHITECT'S/ENGINEER'S CERTIFICATE FOR PAYMENT NOEL MIRANDA Commission # HH Oti4 % Expires March 16, 2A25 In accordance with the Contract Documents, based on the on -site observations and the data comprising this application, the Architect/Engineer certifies to the Owner/Client that to the best of the ArchitecPs/Engineer's knowledge, information and belief that Work is in accordance with the Contract Documents, and the Contractor is entitled to payment of the AMOUNT CERTIFIED. AMOUNT CERTIFIED: $59,255.16 (Attach explanation if amount certified differs from the amount applied for. Initial all figures on this Application and on the Continuation Sheet that are changed to confirm the amount cent fled.) ARCHITECT/ENGINEER: D9 �1N1.9 -de,-1,Aed,9�w,�9 areae x m�aiad., n_�me -me red �9��d aid By eE'"- Date: This certificate is not negotiable. The amount certified is payable only to the Contractor named herein. Issuance, payment and acceptance of payment are without prejudice to the rights of the Owner/Client or Contractor under this Contract. Packet Pg. 1193 16.C.5.a APPLICATION AND CERTIFICATION FOR PAYMENT, containing Contractor's signed certification is attached. APPLICATION NO: 13 APPLICATION DATE: 9/7/2022 C O PERIOD TO: 06/01/2022- 09/07/2022 C PROJECT NO: 21004 PO#4500210601 ITEM DESCRIPTION OF WORK ORIGINAL CHANGE REVISED WORK COMPLETED STORED TOTAL COMPLETED % Comp BALANCE TO RETAINAG N SCHEDULED ORDERS SCHEDULED VALUE FROM PREVIOUS THIS PERIOD MATERIALS AND STORED TO FINISH HEL = 00 Mobilization/Demobilization $96,827.85 $0.00 $96,827.85 $96,827.85 $0.00 $0.00 $96,827.85 100.0 % $0.00 $4,841.F V 01 General Requirements $307,792.18 $0.00 $307,792.18 $307,792.18 $0.00 $0.00 $307,792.18 100.0 % $0.00 $15,389.E 02 Existing Conditions $13,479.08 $0.00 $13,479.08 $13,479.08 $0.00 $0.00 $13,479.08 100.0 % $0.00 $673.E 03 Concrete $354,998.90 $0.00 $354,998.90 $354,998.90 $0.00 $0.00 $354,998.90 100.0 % $0.00 $17,749.E O 04 Masonry $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 0.0 % $0.00 $0.( } 05 Metals $241,149.64 $0.00 $241,149.64 $241,149.64 $0.00 $0.00 $241,149.64 100.0 % $0.00 $12,057.1 _ t4 06 Woods, Plastics and Composites $51,164.57 $0.00 $51,164.57 $51,164.57 $0.00 $0.00 $51,164.57 100.0 % $0.00 $2,558., i 07 Thermal & Moisture Protection $189,475.86 $0.00 $189,475.86 $189,475.86 $0.00 $0.00 $189,475.86 100.0 % $0.00 $9,473.1 V 08 Openings $93,566.75 $0.00 $93,566.75 $93,566.75 $0.00 $0.00 $93,566.75 100.0 % $0.00 $4,678.F 41 09 Finishes $287,091.32 $0.00 $287,091.32 $287,091.32 $0.00 $0.00 $287,091.32 100.0 % $0.00 $14,354.E 10 Specialties $46,824.31 $0.00 $46,824.31 $46,824.31 $0.00 $0.00 $46,824.31 100.0 % $0.00 $2,341., 0 12 Furnishings $5,632.26 $0.00 $5,632.26 $5,632.26 $0.00 $0.00 $5,632.26 100.0 % $0.00 $281.E N 21 Fire Suppression $22,964.35 $0.00 $22,964.35 $22,964.35 $0.00 $0.00 $22,964.35 100.0 % $0.00 $1,148., V 22 Plumbing $123,798.81 $0.00 $123,798.81 $123,798.81 $0.00 $0.00 $123,798.81 100.0 % $0.00 $6,189.E 'F) 23 HVAC $91,158.49 $0.00 $91,158.49 $91,158.49 $0.00 $0.00 $91,158.49 100.0 % $0.00 $4,557.E C 26 Electrical $328,090.67 $0.00 $328,090.67 $328,090.67 $0.00 $0.00 $328,090.67 100.0 % $0.00 $16,404.E 27 Communications $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 0.0 % $0.00 $0.( O 28 Electronic, Safety and Security $13,000.00 $0.00 $13,000.00 $13,000.00 $0.00 $0.00 $13,000.00 100.0 % $0.00 $650.( _ 31 Earthwork $460,861.56 $0.00 $460,861.56 $460,861.56 $0.00 $0.00 $460,861.56 100.0 % $0.00 $23,043.( 0) 32 Exterior Improvements (ABB Site Development) $128,392.68 $0.00 $128,392.68 $128,392.68 $0.00 $0.00 $128,392.68 100.0 % $0.00 $6,419.E 33 Owners Allowance Relocation of Underground $10,000.00 $0.00 $10,000.00 $10,000.00 $0.00 $0.00 $10,000.00 100.0 % $0.00 $500.( d 34 Owners Allowance $50,000.00 $0.00 $50,000.00 $50,000.00 $0.00 $0.00 $50,000.00 100.0 % $0.00 $2,500.( .. 55 Bid Alternate 1: Service Area (incl walls $38,206.00 $0.00 $38,206.00 $38,206.00 $0.00 $0.00 $38,206.00 100.0 % $0.00 $1,910.: 60 Bid Alternate 2: Open Patrio Concrete Slab $11,147.00 $0.00 $11,147.00 $11,147.00 $0.00 $0.00 $11,147.00 100.0 % $0.00 $557.: ti 90 Change Order#3 $0.00 $3,784.53 $3,784.53 $1,320.31 $0.00 $0.00 $1,320.31 34.9 % $2,464.22 $66.( N 91 Change Order #4 $0.00 $113,341.05 $113,341.05 $112,697.69 $0.00 $0.00 $112,697.69 99.4 % $643.36 $5,634.E .... 91 Change Order#7 $0.00 $62,373.85 $62,373.85 $0.00 $62,373.85 $0.00 $62,373.85 100.0 % $0.00 $3,118.E _ Totals: $2,965,622.28 $179,499.43 $3,145,121.71 $3,079,640.28 $62,373.85 $0.00 $3,142,014.13 99.92% $3,107.58 $157,100.1, } C t7f L L V M >Z CL R fC a Packet Pg. 1194 16.C.5.a EXHIBIT C: RELEASE AND AFFIDAVIT FORM COUNTY OF (COLLIER) STATE OF (FLORIDA) Before me, the undersigned authority, personally appeared Bruce Young of Curran Young Construction, LLC who after being duly sworn, deposes and says: (1) In accordance with the Contract Documents and in consideration of $ 59, 225 . 16 to be received, Curran Young Construction, LLC ("Contractor") releases and waives for itself and its subcontractors, material -men, successors and assigns, all claims demands, damages, costs and expenses, whether in contract or in tort, against the Board of County Commissioners of Collier County, Florida, relating in any way to the performance of the Agreement between Contractor and Owner, dated May 14 20 21 for the period from 0 6 / 01 / 2 0 2 2 to 0 9 / 0 7 / 2 0 2 2 . This partial waiver and release is conditioned upon payment of the consideration described above. It is not effective until said payment is received in paid funds. (2) Contractor certifies for itself and its subcontractors, material -men, successors and assigns, that all charges for labor, materials, supplies, lands, licenses and other expenses for which Owner might be sued or for which a lien or a demand against any payment bond might be filed, shall be fully satisfied and paid upon Owner's payment to Contractor. (3) Contractor agrees to indemnify, defend and save harmless Owner from all demands or suits, actions, claims of liens or other charges filed or asserted against the Owner arising out of the performance by Contractor of the Work covered by this Release and Affidavit. (4) This Release and Affidavit is given in connection with Contractor's [monthly/final] Application for Payment No. 13 WitneNas Witness STATE OF 1 (Orl �4 COUNTY OF { CCcu k�A CONTRACTOR Curran Young C.nstruction, LLC o r BY: E ITS: PresidentL/ 1' f° a DATE: Cl) N [Corporate Seal] t„ The foregoing instrument was acknowledged before me b means of C�}`1hysical presence or ❑ online notarization, this � day of 20 +'. , by sV61, dLoj% t of CW re rporation, on behalf of the corporation. He she is personally known to me OR has produced did (did not) take an oath. My Commission Expires: a.ad �oVi?vs� NOELMiRANDA ,r Commission # HH 064005 wr ae Expires March 16, 2025 ��FOF FL�Q` B"4W ThM BW*Nokay Savkee (AFFIX OFFICIAL SEAL) (Signature of ota Public) NAME: Noe( A)CA�( (Legibly Printed) Notary Public, State of �k, CLC Commissioner No.: ONC05- 21 Construction Services Agreement: Revised 072118 (v8) Packet Pg. 1195 ® Contract Modification ❑ Work Order Modification 16.C.5.a Procurement Services 3 Change Order Form Contract M 21-7864 Change M 7 Purchase Order #: 4500210601 Project #: 80414.3 Contractor/Firm Name: Curran Young Construction LLC Contract/Project: ENCP Welcome Center Dave Closas Facilities Management Project Manager Name: Division Name: Original Contract/Work Order Amount $ 2,965,622.28 4-13-21;11.B Original BCC Approval Date; Agenda Item # Current BCC Approved Amount $ 3,082,747.86 4-13-21;11.13 Last BCC Approval Date; Agenda Item # Current Contract/Work Order Amount $ 3,082,747.86 6/19/2022 SAP Contract Expiration Date (Master) Dollar Amount of this Change $ 62,373.85 1 6.05%1 Total Change from Original Amount Revised Contract/Work Order Total 1 $ 3,145,121.711 1 2.02°/o Change from Current BCC Approved Amount Cumulative Changes 1 $ 179,499.43 2.02% Chan e from Current Amount Completion Date, Description of the Task(s) Change, and Rationale for the Change Notice to Proceed 5-14-2021 Original 5-14-2022 Last Approved 9-17-2022 Revised Date 9-17-2022 Date Completion Date Date (Includes this change) # of Days Added Select Tasks ❑ Add new task(s) ❑ Delete task(s) ❑ Change task(s) ® Other Provide a response to the following: 1.) detailed and specific explanation/rationale of the requested change(s) to the task(s) and / or the additional days added (if requested); 2.) why this change was not included in the original contract; and, 3.) describe the impact if this change is not processed. Attach additional information from the Design Professional and/or Contractor if needed. 1) This change order is for North Collier Fire District, City of Naples, County requested changes and unforeseen site conditions that were required to make the facility complete and usable. The County will utilize Program Funds to add an additional $62,373.85 to the contract.. Below is the breakdown of the changes: a) Additional fire alarm monitoring and fire strobe were required by the North Naples Fire District that were not in the design/original contract. ($8714.30) b) Additional water removal and tie-in connections were requested by the City of Naples that was not in the design/original contract. ($4992.50) c) Additional paving was required to provide safe accessible walkway paths for pedestrians and areas that were disturbed by the underground utilities for the Welcome Center ($29,788.64). d) Unforeseen site conditions for the removal of a boulder/rock underneath the sewer catch basin box. ($18,878.41) 2) These changes were not included in the original contract because additional changes were requested by the County, City of Naples, North Fire District and unforeseen site conditions were encountered in the field during the construction phase and would have not been known or incorporated in the original contract. 3) If this change order is not processed, the facility will not be complete and usable to meet the operational and design/code requirements. Digitally signed by ClosaClOSasDave Date: 022. Date: 2022.08.11 Prepared by: 15:12:26-04'00' (Dave Closas, Facilities Management Division) Date: Acceptance of this Change Order shall constitute a modification to contract / work order identified above and will be subject to all the same U terms and conditions as contained in the contract / work order indicated above, as fully as if the same were stated in this acceptance. The Q adjustment, if any, to the Contract shall constitute a full and final settlement of any and all claims of the Contractor / Vendor / Consultant / Design Professional arising out of or related to the change set forth herein, including claims for impact and delay costs. Digitally signed by Ryan Ei.,h.... DN:C=US. E=,i ha ,@,un y.ung..m. Ryan Eisenhauer o-Cnvoung Cgnet—b-, Accepted by: —2--, 2022CN,13:37 ieanhxaar Date: Date: 2022. N=Ry.,Ei— (Ryan Eisenhaur, Curran Young Construction) Revised: 01/14/2021 (Divisions who may require additional signatures may include on separate sheet.) PROCUREMENT USE ONLY Reviewed CD 8/10/2022 Admin I r.22CC Packet Pg. 1196 16.C.5.a Digitally signed by Nicholas Nicholas DeCiccio P.E. �eClcclO P E Date:2022.08.12 Accepted by: 11:26:40-04'00' (Jacobs) Digitally signed by Dominick J. Dominick J. Amico, P.E. Date 022.08.12 Accepted b Amico, P.E. 14,?4- 4-04'0n' p y: 1a rasa-oa�oo� (Dominick Amico, ABB Inc) F i n n E d Digitally signed by FinnEd Date: 2022.08.22 Approved by: os:34:5a-04,00, (Ed Finn, Facilities Director) Schneeberge o9� Y=,9 eab,5« eebe�e5a,a Approved by: rSara 0a1e 2032082< 12:17:46.04•00- (Sara Schneeberger, Procurement Professional) A Date: Date: Date: Date: Revised: 01/14/2021 (Divisions who may require additional signatures may include on separate sheet.) Reviewed CD 8/1012022 PROCUREMENT USE ONLY Ad.!. BCC Packet Pg. 1197 16.C.5.a Change Order/AmIlument Summary COST TIME CO# AMD# Description Justification Days Additive (+) Deductive (-) Added New Amount Use of Task 34 Owners Allowance in the amount $13,481.15 and reduces Task 34 allownce to $36,518.85. Install conduit to connect to the new FPL transformer for power. 1 0 0 0 0 Install temporary pathway to Use of Task 33 allow continuous use of Owners Allowance pickleball courts due to Relocation of construction. Undergournd in the amount $10,000 and reduces Task 34 allowance to $0 Use of Task 34 Install wall tile in the janators Owners Allowance closet as a design change, roof in the amount of dry in to expedite the schedule 2 $15,562.79 and 0 0 0 0 and install the second lift of reduces Task 34 asphalt at the end of the allowance to construction to prevent damage $20,956. to the final roadway. Use of Task 34 owners allowance in the amount of $20,956.06 and reduces Task 34 allowance to $0. Reimburse the contractor a 3 Adds $3,784.53 $3,784.53 0 0 collier county building permit fee from the Program and FPL invoice that the county budget to the should have paid. contract that increases the contract value to $2,969,406.81. Utilizes Program Fundsto A s to Add Reimburse the contractor a $113,4 to collier county building permit the contract that $113,341.05 0 36 401 fees that the county should have increases the paid and fund customer/end user contract value to requirements to make the facility $3,082,747.86 complete and usable. Additional time is 5 added to the 0 0 45 446 Agency/County requested contract changes Additional Time is 6 added to the 0 0 45 491 Agency/County requested contract changes Revised: 01/14/2021 (Divisions who may require additional signatures may include on separate sheet.) PROCUREMENT USE ONLY Reviewed CD 8/10/2022 Admin Packet Pg. 1198 16.C.5.a Utilizes Program 7 Funds to Add to $62,373.85 0 0 Agency/County requested the contract changes Revised: 01 /14/2021 (Divisions who may require additional signatures may include on separate sheet.) PROCUREMENT USE ONLY Reviewed CD 8/10/2022 Admin Packet Pg. 1199 16.C.5.a Green Forest Landscaping Enterprises Inc 2223 TRADE CENTER WAY Naples, FL 34109 US payables@greenforestfl.com BILL TO Curran Young Construction East Naples Welcome Center Change Order #8 - Rock Removal for Box adjustments - Work performed 3115/22 - 3/19/22 1 18,026.96 18,026.96 Packet Pg. 1200 16.C.5.a Green Forest Landscaping Enterprises Inc 2223 TRADE CENTER WAY Naples, FL 34109 US payables@greenforestfl.com BILL TO Curran Young Construction East Naples Welcome Center Change Order #9 - Water Meter Removal / Tie-in - Work Performed 319/22 & 3/10/22 4992.50 Packet Pg. 1201 16.C.5.a Green Forest Landscaping Enterprises Inc 2223 TRADE CENTER WAY Naples, FL 34109 US payables@greenforestfl.com BILL TO Curran Young Construction East Naples Welcome Center Change Order #10 - Additional Paving Per Collier County work performed 04/12/22 - 04/15/22 28,434.61 Packet Pg. 1202 APPLICATION AND CERTIFICATE FOR PAYMENT DOCUMENT SUMMARY S!-IEET 16.C.5.a TO CONTRACTOR: Curran Young Construction 27399 Riverview Center Blvd, Suite 104 Bonita Springs, Florida 34134 FROM SUBCONTRACTOR: Arrow Electric, Inc. 857 Reynolds Industrial Park Road Greenville, Pennsylvania 16125 PROJECT: East Naples Welcome Center 3550 Thomasson Drive Naples, Florida 34112 SUBCONTRACT FOR: ELECTRICAL - FIRE ALARM - LOW VOLTAGE SUBCONTRACTOR'S APPLICATION FOR PAYMENT Application is made for payment, as shown below, in connection with the Subcontract. Continuation Sheet is attached. 1. Original Contract Sum $3201000.00 2. Net change by change orders $89.879.77 3. Contract Sum to date (Line 1 t 2) $409,879.77 4. Total completed and stored to date (Column G on detail sheet) $409,879.77 5. Retainage: a. 0.00% of completed work $0.00 b. 0.00% of stored material $0.00 Total retainage (Line 5a + 5b or total in column I of detail sheet) $0.00 6. Total earned less retainage (Line 4 less Line 5 Total) $409,879.77 7. Less previous certificates for payment (Line 6 from prior certificate) $400,946.42 8. Current payment due: $8,933,35 9. Balance to finish, including retainage (Line 3 less Line 6) $0.00 CHANGE ORDER SUMMARY ADDITIONS DEDUCTIONS Total changes approved in previous months by Owner/Client: $80,946.42 $0.00 Total approved this month: $8,933.35 $0.00 Totals: $89.879.77 $0.00 Net change by change orders: $89,879.77 APPLICATION NO: 14 INVOICE NO: 14 PERIOD: 06/01/22 - 08/31/22 PROJECT NO: 21004 CONTRACT NO: SC-21004-26-110 CONTRACT DATE: 04/24/2021 CERTIFICATE DATE: 09/02/2022 SUBMITTED DATE: c O v to c O U c 3 O The undersigned certifies that to the best of the Subcontractor's knowledge, information and belief, the Work covered by this Application for Payment has been completed in accordance with � the Subcontract Documents, that all amounts have been paid by the Subcontractor for Work which Lj previous Certificates for payment were issued and payments received from the Owner/Client, and a) t that current payments shown herein is now due. Y O SUBCONTRACTOR Arrow Electric, Inc. rn ll By, Date: to ��O' O a> r, O .9 State of: 4- 0 County of, 8 �V�. d E Subscribed and sworn to before _ me this �o day of to Notary Public-- ( e �� L rn My commission explres�- �a l-4 )0) M C _ 3 7mmorr,ealth of Pennsy vama - Notary Sea 0 Kimber v K. Gamor, Notary Public Mercer County M lily commiss-on exp-res December 30 202E L 3 Commission number 1220771 U Member. Pennsylvania Association of Notaries CL M m Packet Pg. 1203 CONTINUATION SHEET DOCUMENT DETAIL SHEET 16.C.5.a Document SUMMARY' SHEET, APPLICATION AND CERTIFICATE FOR PAYMENT, containing Contractor's signed Certification is attached. Use Column I on Contracts where variable retainage for line items apply. Contract Lines APPLICATION NUMBER. 14 APPLICATION DATE: 09/02/2022 PERIOD: 06/01/22 - 08/31/22 A B C D 1 E F G H I APPROVED WORK COMPLETED MATERIALS TOTAL COMPLETED BALANCE TO ITEM BUDGET CODE DESCRIPTION OF WORK SCHEDULED VALUE PRESENTLY STORED AND STORED TO a k (G I C) FINISH RETAINAGE FROM PREVIOUS NO. APPLICATION THIS PERIOD (NOT IN D ORE) DATE ID+E+F) (C - G) (D+E) 1 26-110.SU13 Light Fixtures $87.500.00 $87,500.00 $0.00 $0.00 $87.500.00 100.00% $0.00 $0.00 Electrical Sub.SUB 2 26-110.SUB GearlPanelboards $21,175.00 $21.175.00 $0,00 $0.00 $21,175.00 100,00% $0.00 $0.00 Electrical Sub.SUB 3 26-110,al Fire Alarm $7,288.00 $7.280.00 $0.00 $0.00 $7.288.00 100.00% $0.00 $0.00 ESu b.SUB 4 26-110.SUB Lightning Protection $21.725.00 $21.725.00 $0.00 $0,00 $21,725.00 100,00% $0.00 $0.00 Electrical Sub.SUB 5 General Conditions $19.20C 00 $19.200.00 $0.00 $0.00 $19,200.00 100.00% $0.00 $0.00 Electrical SBb.SU13 6 26-110.SUB Mobilization $6,40Ch.00 $6,400.00 $0.00 $0.00 $6,400.00 100,00% $0.00 $0.00 Electrical Sub.S U6 7 26-110.SUB Temporary Power $S,DO[i.00 $5,000.00 $0.00 $0.00 $5,000.00 100.00% $0.00 $0.00 Electrical Sub,SUB a 26-110.SUS Permits/Inspection $3,000.00 $3,000.00 $0.00 $0,00 $3,000.00 100.00% $0.00 $0.00 Electrical Sub,SUB 9 26-11 .SUB Demo $1.322,00 $1,322.00 $0.00 $0.00 $1.322.00 100.00% $0,00 $0.00 Sub.SUB Elect10 Switchgear/Feeders Labor $6,422.00 $,6,422.00 $0.00 $0.00 $6,422.00 100.00% $0,00 $0.00 Electrical Sub.S'UB 11 26-110,SUBb.S'UB SwitchgeariFeeders Material $8,124.00 $8.124.00 $0.00 $0.00 $8,124,00 100.00% $0.00 $0.00 Electrical12 26-11 .SUB Lighting Labor $11,415.00 $11.415.00 $0.00 $0.00 $11.415.00 100.00% $0.00 $0,00 Sub.S'UB Elect13 26-110.SUB Lighting Material $3,059.00 $3,059.00 $0,00 $0.00 $3.059.00 100.00% $0.00 $0,00 Electrical Sub.S'UB 14 26-110.SUB Devices Labor $8,569.00 $8,569.00 $0.00 $0.00 $8.569.00 100.00% $0,00 $0.00 Electrical Sub.SUB 15 26-110.SUB Devices Material $7,1111.00 $7,111.00 $0.00 $0.00 $7,111.00 100.00% $0,00 $0.00 Electrical Sub.SUB 16 26-110.SUB HVAC Power Labor $2.5211.00 $2,521.00 $0.00 $0,00 $2,521.00 100.00% $0,00 $0.00 Electrical Sub.SUB 17 -110. SUB HVAC Power Material $2,3521.00 $2,353.00 $0.00 $0.00 $2,353.00 100,00% $0.00 $0.00 E l Sub.SUB 18 -110. SUB Fire Alarm Labor $4,807.00 $4,807.00 $0.00 $0.00 $4,807.00 100.00% $0.00 $0,00 E l Sub.S'UB 19 26-11 .SUB Fire Alarm Material $1,939.00 $1,939.00 $0.00 $0.00 $1,939,00 100,00% $0.00 $0.00 Sub.S'UB Elect20 26-110.SUB Security Labor $2,500.00 $2,500.00 $0.00 $0.00 $2,500.00 100.00% $0,00 $0.00 Electrical Sub.SUB 21 26-110.SU6 Security Material $1,9741.00 $1.974.00 $0.00 $0.00 $1,974.00 100A0% $0.00 $0.00 Electrical Sub.SUB 22 26 110,SU8 Data Rough Labor $5.30Ci.00 $5,300.00 $0.00 $0.001 $5,300,00 100.00% $0,00 $0.00 Packet Pg. 1204 CONTINUATION SHEET DOCUMENT DETAIL SHEET 16.C.5.a A B C D E F G H I APPROVED WORK COMPLETED MATERIALS TOTAL COMPLETED BALANCE TO ITEM BUDGET CODE DESCRIPTION OF WORK SCHEDULED VALUE PRESENTLY STORED AND STORED TO a k (G f C) { ICNI�H RETAINAGE FROM PREVIOUS NO APPLICATION THIS PERIOD (NOT IN DORE) (D+E+F) (D + E) Electrical Sub.SUB 23 26-110.SUB Data Rough Material $4,5,60.00 $4,560.00 $0.00 $0.00 $4.560.00 100.00% $0.00 $0.00 Electrical Sub.SUB 24 26-110,SUB Site Work Labor $26.9,35,00 $26,935.00 $0.00 $0.00 $26.935.00 100.00% $0,00 $0.00 Electrical Sub.SUS 25 26-110.SUB Site Work Material $49,6.01.00 $49.801.00 $0.00 $0.00 $49.801,0D 100.00% $0.0D $D.00 Electrical Sub.SUB TOTAL$: $320,000.00 $320,000.00 $0.00 $0.00 $320,000.00 100.00% $0.00 7i0.00 n.a A� B C D E F G H I ITEM NO. DESCRIPTION OF WORK SCHEDULED VALUE APPROVED WORK COMPLETED MATERIALS PRESENTLY STORED (NOT IN D OR E) TOTAL COMPLETED AND STORED TO DATE (D+E+F) k (G I C) BALANCE TO FINISH (C - G) RETAINAGE FROM PREVIOUS APPLICATION (D+E) THIS PERIOD 26 CCO # 001 FP&L Transformer Accommodations 26.1 26-110 FP&L Transformer Accommodations $18,255,42 $18,255.42 $0.00 S0.00 $18.255.42 100.00% $0,00 $0.00 27 CCO # 002 Repair Damaged Electric Service Conduit 27.1 26-110 Repair Damaged Electric Service Conduit $2,EM6.00 $2,846.00 $0.00 $0.00 $2,846,00 100.00% $0.00 $0.00 28 CCO # 003 Add Conduit, Power and Card Readers 28.1 26-110 Add Conduit, Power and Card Readers $24,237.00 $24,237.00 1 $0.00 $0.00 $24,237,00 100.00% $0.00 1 $0.00 29 CCO # 004 Electrical for Hand Dryers 29.1 26-110 Electrical for Hand Dryers $4,(176.00 S4.676.00 $0.00 $0.00 $4,676.00 100.00% $0.00 $0,00 30 CCO # 006 Additional Structured Wiring Request 30.1 26-110 Additional Structured Wring Request $14,120.00 $14,120.00 1 $0.00 $0.00 $14,120.00 100.00% $0.00 $0.00 31 CCO # 006 Light Pole Alternate 31.1 26-110 Light Pole Alternate $16,250.00 $16.250.00 1 $0.00 1 $0.00 $16,250.00 100.00% $0,00 $0.00 32 CCO # 007 Electrical Subcontractor PCO #6: HVAC Breaker Change 32.1 26-110 Electrical Subcontractor PCO #6: HVAC Breaker Change $662.00 $562.00 $0.00 $0.00 $562,00 100.00% $0.00 $0.00 33 CCO # 008 Tamp Lighting For TCO 33.1 26-110 Temp Lighting For TCO $1142.65 $0.00 I $442.65 $0.00 $442.65 100.00% $0.00 $0,00 34 CCO # 009 Added Ceiling Strobe Per County Inspector 34.1 26-110 Added Ceiling Strobe Per County Inspector Tax $6.89 $0,00 S6.89 $0.00 $6.89 100.00% $0.00 $0.00 34.2 26-110 Added Ceiling Strobe Per County Inspector $1.1129.91 $0.00 $1,129.91 $0.00 $1,129.91 100.00% $0.00 $0.00 34.3 26-110 Subcontractor Fee $56.50 $0.00 $56.50 $0.00 $56.50 100.00% $0.00 $0.00 36 CCO # 010 FA Monitoring at Back Flow Preventer 35.1 26-110 FA Monitoring at Back Flow Preventer - Labor $2,761.44 $0.00 $2,761.44 $0.00 $2,761.44 100.00% $0.00 $0.00 35.2 26-110 FA Monitoring at Back Flow Preventer- Material $350.00 $0,00 $350.00 $0.00 $350.00 100.00% $0.00 $0.00 35.3 26-110 FA Monitoring at Back Flow Preventer - Commitment $3,510.00 $0.00 $3,510.00 $0.00 $3,510.00 100.00% $0.00 $0.00 35.4 26-110 FA Monitoring at Back Flow Preventer - Safety $76.87 $0.00 $76.87 $0.00 $76.87 100.00% $0.00 $0.00 35.6 26-110 FA Monitoring at Back Flow Preventer- Warranty $1153.74 $0.00 $153.74 $0.00 1 $153.74 100.00% 1 $0.00 $0.00 to n M N tSi C 3 O C M i 3 U th !Z CL M O a C O E t V M Q Packet Pg. 1205 CONTINUATION SHEET DOCUMENT DETAIL SHEET 16.C.5.a A EI C 0 E F G H I APPROVED WORK COMPLETED MATERIALS TOTAL COMPLETED BALANCE TO ITEM NO. DESCRIPTION OF WORK SCHEDULED VALUE PRESENTLY STORED AND STORED TO % (G / C) FINISH RETAINAGE FROM PREVIOUS APPLICATION THIS PERIOD (NOT IN D ORE) DATE (C - G) (D+E) (D+E+FJ 35.6 26-110 FA Monitoring at Back Flow Preventer - Tax $278.25 $D.00 $278.25 $0.00 $278.25 100.00% $0.00 $0.00 35.7 26-110 Sub Mark-up $167.10 $D.00 $167.10 $0.00 $167.10 100.00% $0,001 $0.00 TOTALS: $89,879.77 $80,9".42 $8,933.361 $0.00 $89,879,771 100.00% so.001 $0.00 A E1 C D E F G H I APPROVED WORK COMPLETED MATERIALS TOTAL COMPLETED BALANCE TO ITEM NO. DESCRIPTION OF WORK SCHEDULED VALUE PRESENTLY STORED AND STORED TO o /o (G / C) FINISH RETAINAGE FROM PREVIOUS APPLICATION THIS PERIOD (NOT IN D OR E) DATE (D+E+F) (C - GJ (D+E) GRAND TOTALS; $409,879.77 $400,946.42 $8,933.35 $0.00 $409,879.77 100.00% $0.001 $0.00 .a Packet Pg. 1206 WORK DIRECTIVE CHANGE PROJECT NAME: ENCP Welcome Center WORK DIRECTIVE CHANGE #12 DATE OF ISSUANCE: 3/14/2022 EFFECTIVE DATE: 3/14/2022 OWNER: Collier County Board of Commissioners PROJECT##: 80414 CONTRACTOR: Curran Young Construction ENGINEER ! ARCHITECT: ABB You are directed to proceed promptly with the following change(s) • Description: Proceed with Modifying the sewer catch basin box openings, dropping the elevation of the bottom of the boxes, additional excavation, extend the top of the box by bricking it up so the manhole cover elevation. Purpose of Work Directive Change: To provide the required modifications to the sewer tie in to support the sewer service to ENCP Welcome Center. Work is required to make the facility complete and usable. Attachment: T/M costs If a claim is made that the above change(s) have affected Contract Price or Contract Times any claim for a CU Change Order based thereon will involve one or more of the following methods of determining the effect of a the changes(s). M N Method of determining change in Contract Price:❑ Method of determining change in Contract Times: o Unit Prices ® Contractor's records ❑ Lump Sum ❑ Engineer's record o ® Other ❑ Other E x Estimated change in Contract Time: ca Estimated change in Contract Increase by 0 calendar days. Increase by an estimated: cn $20,000.0 $20,000.00 Total Facilities Management Division - 3335 Tamianil Trail East, Suite 101 - Naples, Florida 34112-5356.239-252-8380 Packet Pg. 1207 16.C.5.b Page 2 of 2 Work Directive #12 =ENDED Dave Ciosas Interim Principal PM Facilities Management Division ON vv Date Packet Pg. 1208 16.C.5.d C; e-r Couvrty Administrative Services Department Procurement Services Division Instructions Collier County After the Fact Form As per section 21 of the Procurement Manual, all purchases shall be consistent and in compliance with the Procurement Ordinance (2017-08). Should work be authorized or purchases made that is inconsistent with County policy, procedure, or contract terms, an After -the -Fact Procurement Form is required. This includes purchases made in advance of a Purchase Order, when a Purchase Order is required to authorize such activity, and purchases made under an expired contract, or for goods and services not covered by the current contract or purchase order. All such `After the Fact Procurements" will be reported to the County Manager. Requester Name: Dave Closas Division: Facilities Management Division Director: JOiln MCCOrm1Ck Vendor Name: Curran Young Construction:1 Amount: $14,090.20 contract #: F1-7864 Purchase order 4500210601 Why is this deemed a non -compliant purchase? Choose one. Contract W] Ordinance Manual P-Card Other Details of Purchase: Explain the circumstances behind this purchase. This "After the Fact Form" is needed to approve the invoices for the Work Directive #11: 1 VAC Electrical panel breaker for the ENCP Welcome Center($572.36), Work Directive #8: asphalt paving for the walkways/access points ($9,476.32), and Work Directive #12: modification of the sewer catch basin opening($4,041.52). The work directives were required to ensure that the ENCP Welcome Center was complete and usable to support the US Open Pickle Ball Championships in April 2022. The Project Manager gave verbal direction for the above work directives due to the time sensitivity/critical nature of the work, however the PM made scrivener errors and did not place the effective dates of the work directives to align with dates when verbal direction was given. The contractor performed the work when the verbal direction was given. The errors were identified during the Clerk's audit of the PayApp. Action Re uired: What are you askina to be done to remedy the situation include list of invoices if applicable? Requesting the BOCC to approve Curran Young Construction expense in the amount of $14,090.20 for the work performed associated with the work directives for the ENCP Welcome Center. Corrective/Preventive Action: What action is beina taken toprevent this violation from re -occurring? The Facilities Management Division will insure that the proper work directive procedures are being followed. The requestor affirms that to the best of their knowledge the information provided in this document is true. Requested by:IDave ClOsas Digitally signed by ClosasDave Signature: ClOSa.SDaVe Date: 2022.10.31 13:52:52 Date: -04'00' Digitally signed by Division Director:JOhn McCormick Signature: cCormickJohn maco�nietronn Date: Date: 2022.10.31 16:00:00-04'00' Packet Pg. 1209 16.C.5.e Co 1e-r C0141.ty Public Utilities Department Facilities Management Division WORK DIRECTIVE CHANGE PROJECT NAME: ENCP Welcome Center DATE OF ISSUANCE: 4/11/2022 OWNER: Collier County Board of Commissioners CONTRACTOR: Curran Young Construction WORK DIRECTIVE CHANGE # 8 EFFECTIVE DATE: 4/11/2022 PROJECT#: 80414 ENGINEER / ARCHITECT: Jacobs/ ABB Inc You are directed to proceed promptly with the following change(s) Description: Provide alarm monitoring to the back flow preventer per Fire Department's inspection. Provide the required asphalt paving at walkways/access points at the ENCP Welcome Center for pedestrian access. Purpose of Work Directive Change: The purpose of this work directive is to provide the required paved access at the ENCP Welcome Center and provide alarm monitoring capability to provide a complete and usable facility. Attachments: N/A If a claim is made that the above change(s) have affected Contract Price or Contract Times any claim for a Change Order based thereon will involve one or more of the following methods of determining the effect of the changes(s). Method of determining change in Contract Price ❑ Unit Prices ❑ Lump Sum ❑ Time and Material Estimated change in Contract Increase by an estimated: $38,000 Total Method of determining change in Contract Times ❑ Contractor's records ❑ Engineer's record ❑ Other Estimated change in Contract Time: Increase by 0 calendar days. Facilities Management Division • 3335 Tamiami Trail East, Suite 101 • Naples, Florida 34112-5356 •239-252-8380 Packet Pg. 1210 16.C.5.e Page 2 of 2 Work Directive #8 RECOMMENDED BY: Curran Young Construction Date APPROVED BY: Digitally signed by losasDave ClosasDave Date:2022. Date: 2022.04.12 11:04:34-04'00' Dave Closas Date Principal Project Manager Facilities Management Division Packet Pg. 1211 16.C.5.f Co ler County Public Utilities Department Facilities Management Division WORK DIRECTIVE CHANGE PROJECT NAME: ENCP Welcome Center DATE OF ISSUANCE: 2/27/2022 OWNER: Collier County Board of Commissioners CONTRACTOR: Curran Young Construction WORK DIRECTIVE CHANGE #11 EFFECTIVE DATE: 2/27/2022 PROJECT#: 80414 ENGINEER / ARCHITECT: Jacobs/ABB You are directed to proceed promptly with the following change(s) Description: Proceed with Pro -Shop ceiling changes (RFI 53), Concrete in -fill for the walk off matts (RFI 59), 30" refrigerator alterations (RFI 56), HVAC Breaker change, ACT in the Electrical Room, Additional electrical/concrete sawing for the Point -of -Sale power requirements, and the wood sheathing at the gable end. Purpose of Work Directive Change: To provide the required customer requested changes to support the end E users' reauirements and to make the facilitv comDlete and usable. r F_ M Attachment: None `=' If a claim is made that the above change(s) have affected Contract Price or Contract Times any claim for a Change Order based thereon will involve one or more of the following methods of determining the effect of the changes(s). Method of determining change in Contract Price:❑ Unit Prices ❑ Lump Sum ❑ Other Estimated change in Contract Increase by an estimated: $19,000.00 $19,000.00 Total Method of determining change in Contract Times ❑ Contractor's records ❑ Engineer's record ❑ Other Estimated change in Contract Time: Increase by 0 calendar days. Facilities Management Division • 3335 Tamiami Trail East, Suite 101 • Naples, Florida 34112-5356 •239-252-8380 Packet Pg. 1212 16.C.5.f Page 2 of 2 Work Directive #11 RECOMMENDED BY: Jacobs Date Curran Young Construction Date Digitally signed by IlosaDav ClosasDave Date: 022. Date: 2022.02.18 Dave Closas Interim Principal PM Facilities Management Division Date Packet Pg. 1213 caber County Procurement Services Change Order Form ® Contract Modification ❑ Work Order Modification Contract M 21-7864 Change #: 4 Purchase Order #: 4500210601 Project #: 80414 Contractor/Firm Name: Fcurran Young Construction Contract/Project: ENCP Welcome Center Dave Closas Facilities Management Project Manager Name: Division Name: Original Contract/Work Order Amount $ 2,965,622.28 4-13-21;11.B Original BCC Approval Date; Agenda Item # Current BCC Approved Amount $ 2,969,406.81 4-13-21;11.B Last BCC Approval Date; Agenda Item # Current Contract/Work Order Amount $ 2,969,406.81 5/14/2022 SAP Contract Expiration Date (Master) Dollar Amount of this Change $ 113,341.05 3.95% Total Change from Original Amount Revised Contract/Work Order Total $ 3,082,747.86 3.82% Change from Current BCC Approved Amount Cumulative Changes $ 117,125.58 3.82% Change from Current Amount Completion Date, Description of the Task(s) Change, and Rationale for the Change Notice to Proceed 5-14-2021 Original 5-14-2022 Last Approved 5-14-2022 Revised Date 6-19-2022 Date I Completion Date Date (Includes this change) # of Days Added 36 Select Tasks ❑ Add new task(s) ❑ Delete task(s) ❑ Change task(s) ® Other Provide a response to the following: 1.) detailed and specific explanation/rationale of the requested change(s) to the task(s) and / or the additional days added (if requested); 2.) why this change was not included in the original contract; and, 3.) describe the impact if this change is not processed. Attach additional information from the Design Professional and/or Contractor if needed. 1) This change order is requesting to fund the building permits, customer/end user requested changes and field changes required to make the facility complete and usable. The County will utilize Program Funds to add an additional $113,341.05 to the contract that increases the contract value to $3,082,747.86(3.82% increase). An additional 36 days will be added to the contract final completion date to extend the contract to June 19, 2022. Below is the breakdown of the changes: a) Building Permit Fees that were paid by the GC that should have been paid by the County. ($642.58) b) Customer requested additional Card Access door hardware to additional doors for secured access ($4,989.02) c) Additional bathroom accessories are required to make the restroom complete and usable ($518.70) d) Modifications were required in the men's bathroom ambulatory stall to meet ADA code requirements ($1,347.15) e) Conflict in the electrical breaker and a new breaker is required to support building HVAC requirements ($590.10) f) Additional customer, end user, and BCC IT/Security IT and electrical requirements were added to the building to meet security and end user operational requirements. ($39,319.35) g) Electrical conflict in the design required electrical power be brought to the electrical hand dryers in the restrooms. (($4,909.80) h) Modification of the cabinets/counter tops in the building needed to be modified to support the refrigerator. ($273) i) Due to maintenance issues, customer requested that the walk off mat recesses be filled in with concrete and flushed with the floor. ($682.50) j) Customer requested that a CMU block wall to be constructed to screen the electrical/HVAC equipment from the walking path. ($8,536.50) k) Ceiling height conflicts required that the ceiling to be modified to accommodate the lights and diffuser to maximize the ceiling heights per design intent. ($4,125) 1) Design review changes required that all windows sills and countertop be change to Formica Bleached Concrete that in incurred additional charge of $3,853.50 for change in product. m) Due to BCC IT requirements, an enclosed ceiling is required to condition the space to support BCC IT/Security requirements. ($905.56) n) Due to end users IT and sales requirements, the concrete floor was saw cut to accommodate the electrical conduit for the end user's equipment. ($750.75) o) Due to sewer main conflicts during installation, two new inlets were installed to provide the required grades to provide sewer service to the building. ($41,897.54) 2) These changes were not included in the original contract because additional changes were requested by the County/Stakeholders and design conflicts were encountered in the field during the construction phase and would have not been known or incorporated in the original contract. 3) If this change order is not processed, the facility will not be complete and usable to meet the operational and design/code requirements. Revised: 01/14/2021 (Divisions who may require additional signatures may include on separate sheet.) PROCUREMENT USE ONLY Admin C BCC ES Digitally signed by ClosasDave ClosaSDave Date:2022.04.12 Prepared by: 09:04:28-04'00' Date: (Dave Closas, Facilities Management Division) Acceptance of this Change Order shall constitute a modification to contract / work order identified above and will be subject to all the same terms and conditions as contained in the contract / work order indicated above, as fully as if the same were stated in this acceptance. The adjustment, if any, to the Contract shall constitute a full and final settlement of any and all claims of the Contractor / Vendor / Consultant / Design Professional arising out of or related to the change set forth herein, including claims for impact and delay costs. DigXally signed by by., Eisenh—r DI: E=reisenhauer@currany—g.m Ryan Eisenhauero-Cuvan Voung Densbut- DCfaLo`°" 3Eieenda°er Accepted by: Date: Dale-202 : 2022.04.11 16:003 :3-04'00' (Ryan Eisenhaur, Curran Young Construction) Digitally signed by Kevin Regalado Date: 2022.04.12 Accepted by: 14:07:05-04'00' Date: (Kevin Regalado, Jacobs) Dominick J, Digitally signed by Dominick J. Amico, P.E. Amico P.E. Date:2022.04.12 Accepted by: 7 14:32:47-04'00' Date: (Dominick Amico, ABB Inc) LL..IEdwadsnedbyOlema Olema L. Edwards Date:2022.04.12 Approved by: 16:20:15-04'00' Date: (Olema Edwards, Interim Director, Parks and Recreation ) Schneeberge Di ,all db 5ehneeber Sara gi y signe y ger Approved proved by: rS a ra Date 2022 04 15 09 1329-04.00' Date: (Sara Schneeberger, Procurement Professional) Revised: 01/14/2021 (Divisions who may require additional signatures may include on separate sheet.) PROCUREMENT USE ONLY Admin C BCC ES Change Order/Amendment Summary COST TIME CO# AMD# Description Justification Days Additive (+) Deductive (-) Added New Amount Use of Task 34 Owners Allowance in the amount $13,481.15 and reduces Task 34 allownce to $36,518.85. Install conduit to connect to the new FPL transformer for power. 1 0 0 0 0 Install temporary pathway to Use of Task 33 allow continuous use of Owners Allowance pickleball courts due to Relocation of construction. Undergournd in the amount $10,000 and reduces Task 34 allowance to $0 Use of Task 34 Install wall tile in the janators Owners Allowance closet as a design change, roof in the amount of dry in to expedite the schedule 2 $15,562.79 and 0 0 0 0 and install the second lift of reduces Task 34 asphalt at the end of the allowance to construction to prevent damage $20,956. to the final roadway. Use of Task 34 owners allowance in the amount of $20,956.06 and reduces Task 34 Reimburse the contractor a allowance to $0. collier county building permit fee 3 Adds $3,784.53 $3,784.53 0 0 and FPL invoice that the county from the Program should have paid. budget to the contract that increases the contract value to $2,969,406.81. Utilizes Program Reimburse the contractor for Funds to Add building permit fees that the $113,341.05 to county should have paid and 4 the contract that $113,341.05 0 36 401 fund customer/end user increases the requirements and design contract value to conflicts to make the facility $3,082,747.86 complete and usable. Revised: 01/14/2021 (Divisions who may require additional signatures may include on separate sheet.) PROCUREMENT USE ONLY Admin C BCC ES cuew►HvouNa*O Curran Young Construction 27399 Riverview Center Blvd, Suite 104 Bonita Springs, Florida 34134 Phone: (239) 829-8378 TO PCO #009 Project: 21004 - East Naples Welcome Center 3550 Thomasson Drive Naples, Florida 34112 Prime Contract Potential Change Order #009: Permit Fees - Deferral Revision PCO NUMBER/REVISION REQUEST RECEIVED FROM: STATUS: REFERENCE: FIELD CHANGE: LOCATION: SCHEDULE IMPACT: EXECUTED: Collier County Board of County FROM: Curran Young Construction Commissioners, FL 27399 Riverview Center Blvd Suite 104 c/o Facilities Management Division, 3335 Bonita Springs, Florida 34134 Tamiami Trail East Naples, Florida 34112 009 / 0 CONTRACT: 1 - East Naples Community Park Welcome Center PO#4500210601, Collier County Project #80414 CREATED BY: Ryan Eisenhauer (Curran Young Construction) Pending - Proceeding CREATED DATE: 7/28/2021 PRIME CONTRACT None CHANGE ORDER: No ACCOUNTING METHOD: Amount Based PAID IN FULL: No No SIGNED CHANGE ORDER RECEIVED DATE: TOTAL AMOUNT: $195.00 POTENTIAL CHANGE ORDER TITLE: Permit Fees - Deferral Revision CHANGE REASON: No Change Reason POTENTIAL CHANGE ORDER DESCRIPTION: (The Contract Is Changed As Follows) This change order covers the cost for the permit revision required for the deferred submittal process. • 2022-01-07 - County directed CYC to remove fee r_11ar_T91:IJtl=I►11&1 # I Budget Code Description Amount 1 50-250.OTH Building Permit.OTH Permit Fees - Deferred Submittal Rev $195.00 Subtotal: $195.00 Fee (0.00% Applies to all line item types.): $0.00 Grand Total: $195.00 Nicholas De Ciccio (Jacobs) 5801 Pelican Bay Blvd., Suite 505 Naples, Florida 34108 Collier County Board of County Commissioners, FL c/o Facilities Management Division, 3335 Tamiami Trail East Naples, Florida 34112 Curran Young Construction 27399 Riverview Center Blvd Suite 104 Bonita Springs, Florida 34134 SIGNATURE DATE SIGNATURE DATE SIGNATURE DATE Curran Young Construction Page 1 of 1 Printed On: 2/16/2022 02:31 PM Collier County Payment Slip - Permits Date: July 27, 2021 Contact: Bruce Young 27399 Riverview Center Blvd suite 104 Bonita Springs, FL 34134 Owner: COLLIER CNTY C/O REAL PROPERTY MANAGEMENT Contractor: CURRAN YOUNG CONSTRUCTION, LLC Permit Location: 3500 Thomasson DR, Commercial, Naples Job Description: To construct a 1-story WELCOME CENTER building which will consist of a pro -shop, restrooms, locker rooms, office space and storage space. Rev1: Updated FL Product Approval/NOA and Deferred Submittals 3500 Thom asson DR, Commercial FEES: Description Application Number Permit Number Fee Paid Fee FIRE Review Minimum Fee PRBD20201252002 $100.00 $0.00 Partial Inspection PRBD20201252002 PRBD2020125200201 $45.00 $0.00 Revision PRBD20201252002 PRBD2020125200202 $50.00 $0.00 Total: $195.00 $0.00 Bonds: The following conditions must be satisfied before your permit can be issued: 1 ne tollowing conditions must be satisfied betore you can call your tirst inspection. > Revision Inspection Hold. This condition will be resolved once the revision has been issued. Permit is on inspection hold until the following deferred items are submitted as a revision: 1. Structural Concrete ----------------------------------------- Resolved per Revision #One. EwingAndrew 07/24/2021 11:54 AM 2. Structural Steel, Metal Deck, Joist Shop Drawings 3. Truss Engineering & Layout 4. Storefront/Windows/Glazing Shop Drawings ------------ SHW only submitted. 5. Overhead Rolling Doors ----------------------------------- Resolved per Revision #One. EwingAndrew 07/24/2021 11:54 AM 6. Roofing----------------------------------------------------- Resolved per Revision #One. EwingAndrew 07/24/2021 11:54 AM 7. Louvers ------------------------------------------------------ Resolved per Revision #One. EwingAndrew 07/24/2021 11:54 AM EwingAndrew 06/24/2021 8:02 AM You can track your permit using the following link: https://cvportal.colliercountyfl.gov/CityViewWeb//Permit/StatusReference?referenceNumber=PRBD20201252002 To pay online use the following link.- https://cvportal.colliercountyfl.gov/CityViewWeb/ Must be a GMD Public Portal registered user to make payment. CURRANYOUN6OO Curran Young Construction 27399 Riverview Center Blvd, Suite 104 Bonita Springs, Florida 34134 Phone: (239) 829-8378 PCO #013 Project: 21004 - East Naples Welcome Center 3550 Thomasson Drive Naples, Florida 34112 Prime Contract Potential Change Order #013: Permit Fees, trailer application, recording of bond fee TO: Collier County Board of County FROM: Curran Young Construction Commissioners, FL 27399 Riverview Center Blvd Suite 104 c/o Facilities Management Division, 3335 Bonita Springs, Florida 34134 Tamiami Trail East Naples, Florida 34112 PCO NUMBER/REVISION: 013 / 0 CONTRACT: 1 - East Naples Community Park Welcome Center PO#4500210601, Collier County Project #80414 REQUEST RECEIVED FROM: CREATED BY: Jeff Faluade (Curran Young Construction) STATUS: Pending - Proceeding CREATED DATE: 8/26/2021 REFERENCE: PRIME CONTRACT None CHANGE ORDER: FIELD CHANGE: No LOCATION: ACCOUNTING METHOD: Amount Based SCHEDULE IMPACT: PAID IN FULL: No EXECUTED: No SIGNED CHANGE ORDER RECEIVED DATE: TOTAL AMOUNT: $642.08 POTENTIAL CHANGE ORDER TITLE: Permit Fees, trailer application, recording of bond fee CHANGE REASON: No Change Reason POTENTIAL CHANGE ORDER DESCRIPTION: (The Contract Is Changed As Follows) Permit Fees, trailer application, recording of bond fee • This PCO covers the cost of the fees paid by CYC to be reimbursed by the owner. Fees/ cost were paid by CYC to keep the project progressing • 2022-01-07 - County directed CYC to remove fee ATTACHMENTS: Clerk of Courts 8412381 Bond recorded $69.50.pdf , _CYC 07-27-21 ENWC Construction Trailer Temp Use Permit Application Signed By CYC 125. df , _3198 Collier County $200.64.pdf , _3198 Collier County $246.94 (1).pdf # Budget Code Description Amount 1 50-250.OTH Building Permit.OTH Permit Fee $246.94 2 50-250.OTH Building Permit.OTH Permit Fee $200.64 3 50-250.OTH Building Permit.OTH Permit Fee Not Included in CO #4 $125.00 4 50-250.OTH Building Permit.OTH Recording of bond fee Not included in CO #4 $69.50 Subtotal: $642.08 Fee (0.00% Applies to all line item types.): $0.00 Grand Total: $642.08 Curran Young Construction Page 1 of 2 Printed On: 2/16/2022 02:33 PM cueRANvouNa*O Nicholas De Ciccio (Jacobs) 5801 Pelican Bay Blvd., Suite 505 Naples, Florida 34108 Collier County Board of County Commissioners, FL c/o Facilities Management Division, 3335 Tamiami Trail East Naples, Florida 34112 PCO #013 Curran Young Construction 27399 Riverview Center Blvd Suite 104 Bonita Springs, Florida 34134 SIGNATURE DATE SIGNATURE DATE SIGNATURE DATE Curran Young Construction Page 2 of 2 Printed On: 2/16/2022 02:33 PM /16/2021 Pay nt Rec ipt: One Tim Pay nt: Collier County CoiLier Cowity Payment Receipt Your payment has been accepted Confirmation # Payment Type Account # Reference Number Status Payment Date Payment Method Payment Amount Service Fee Total Amount Charged 1903346168 CityView Payment 1702997 PRBD2O2O1252OO2 ACCEPTED Aug 16, 2021— 9:59:25 AM MasterCard ************3198 $240.00 $6.94 $246.94 https://ipn2.pa ntus.com/rotp/pay-submit-paym nt.action im 7/27/2021 er County Payment Receipt Your payment has been accepted Confirmation # Payment Type Account # Reference dumber Status Payment hate Payment Method Payment Amount Service Fee Total Amount Charged Payment Receipt; One Time Payment; Collier County 21004 - East Naples Welcome Center Deferred Submittal Revision Fees 1877764522 CityView Payment 1696416 PRBD20201252002 ACCEPTED Jul 27, 2021— 4:51:28 PM MasterCard M°*` " "3198 $195.00 $5.64 $200.64 https://ipn2.paymentus.com/rotp/pay-submit-payment.action 111 cuew►HvouNa*O Curran Young Construction 27399 Riverview Center Blvd, Suite 104 Bonita Springs, Florida 34134 Phone: (239) 829-8378 PCO #014 Project: 21004 - East Naples Welcome Center 3550 Thomasson Drive Naples, Florida 34112 Prime Contract Potential Change Order #014: Added Card Readers To Existing Frames TO: Collier County Board of County FROM: Curran Young Construction Commissioners, FL 27399 Riverview Center Blvd Suite 104 c/o Facilities Management Division, 3335 Bonita Springs, Florida 34134 Tamiami Trail East Naples, Florida 34112 PCO NUMBER/REVISION: 014 / 0 CONTRACT: 1 - East Naples Community Park Welcome Center PO#4500210601, Collier County Project #80414 REQUEST RECEIVED FROM: CREATED BY: Jeff Faluade (Curran Young Construction) STATUS: Pending - Proceeding CREATED DATE: 8/30/2021 REFERENCE: PRIME CONTRACT None CHANGE ORDER: FIELD CHANGE: No LOCATION: ACCOUNTING METHOD: Amount Based SCHEDULE IMPACT: 3 days PAID IN FULL: No EXECUTED: No SIGNED CHANGE ORDER RECEIVED DATE: TOTAL AMOUNT: $4,989.02 POTENTIAL CHANGE ORDER TITLE: Added Card Readers To Existing Frames CHANGE REASON: No Change Reason POTENTIAL CHANGE ORDER DESCRIPTION: (The Contract Is Changed As Follows) Added Card Readers and door hardware per keying notes and revised drawings ATTACHMENTS: Access Control Electrified Hardware Estimate-40547.pdf , _Additional Prep for Materials Not Yet Shipped Estimate-39922.pdf , _Field Prep Existing Frames Estimate-39919.pdf , _TS-101_ SECURITY FLOOR PLAN Rev.1.pdf # I Budget Code Description Amount 1 08-100.MAT DFHW Supply. MAT Add Electric Hardware to Doors $4,964.32 Subtotal: $4,964.32 Fee (= 0.5% Applies to all line item types.): $24.70 Grand Total: $4,989.02 Nicholas De Ciccio (Jacobs) 5801 Pelican Bay Blvd., Suite 505 Naples, Florida 34108 Collier County Board of County Commissioners, FL c/o Facilities Management Division, 3335 Tamiami Trail East Naples, Florida 34112 Curran Young Construction 27399 Riverview Center Blvd Suite 104 Bonita Springs, Florida 34134 SIGNATURE DATE SIGNATURE DATE SIGNATURE DATE Curran Young Construction Page 1 of 1 Printed On: 3/20/2022 05:04 PM SUPER S St DRIVER JAMIE BRIDGES CON UPPLY SUPER CELL TRUCK 239-207-8514 3160 KUTAK RD * FORT MYERS, FL 33916 PH (239) 337-1123 FAX (239) 337-1092 DEL TIME WWW.SUNCOASTSUPPLY.NET ACCOUNT NO EXP DEL DT SOLD TO SHIP TO CURY0007 CURRAN YOUNG CONSTRUT. 27399 RIVERVIEW CTR BLVD ORDER NO UNIT 104 ORDER PRINTED 40547 BONITA SPRINGS, FL 34134 11/11/2021 10:12 CUSTOMER PO / ORDERED BY SOLD BY / ACCT SALESPERSON PAGE (143) Chris Sunkel / (13) Bob Cameron LN ORD RMNG DESCRIPTION ITEM CODE UNITS UNIT PRICE I EXT PRICE 1 0 o DOORS 107 & 108 0.00 0.00 2 1 1 ELECTRIFIED HINGE CEFBB191-58 S350 EACH 277.75 277.75 4-1/2X4-1/2 32D 3 1 1 VON DUPRIN PANIC DEVICE SWITCHES S350 EACH 321.60 321.60 LX-RX COMBO PANIC DEVICE COVERED IN ORIGINAL BID. THIS IS FOR ADDED ELECTRIC FUCNTION 4 1 VON DUPRIN ELECTRIFIED PANIC TRIM S350 EACH 661.13 661.13 SWITCHES RX-M996 PANIC DEVICE TRIM COVERED IN ORIGINAL BID. THIS IS FOR ADDED ELECTRIC FUCNTION 6 0 0 VON DUPRIN ELECTRIFIED PANIC TRIM 0.00 0.00 SWITCHES RX-M996 7 1 1 ELECTRIFIED HINGE CEFBB191-58 S350 EACH 277.75 277.75 4-1/2X4-1/2 32D 8 1 VON DUPRIN PANIC DEVICE SWITCHES S350 EACH 321.60 321.60 LX-RX COMBO PANIC DEVICE COVERED IN ORIGINAL SUPER S St DRIVER JAMIE BRIDGES CON UPPLY SUPER CELL TRUCK 239-207-8514 3160 KUTAK RD * FORT MYERS, FL 33916 PH (239) 337-1123 FAX (239) 337-1092 DEL TIME WWW.SUNCOASTSUPPLY.NET ACCOUNT NO SOLD TO SHIP TO EXP DEL DT CURRAN YOUNG CONSTRUT. CURY0007 27399 RIVERVIEW CTR BLVD ORDER NO UNIT 104 ORDER PRINTED BONITA SPRINGS, FL 34134 40547 11/11/2021 10:12 CUSTOMER PO / ORDERED BY SOLD BY / ACCT SALESPERSON PAGE (143) Chris Sunkel / (13) Bob Cameron LN I ORD I WING DESCRIPTION ITEM CODE UNITS UNIT PRICE T EXT PRICE BID. THIS IS FOR ADDED ELECTRIC FUCNTION 9 1 1 VON DUPRIN ELECTRIFIED PANIC TRIM S350 EACH 661.13 661.13 SWITCHES RX-M996 PANIC DEVICE TRIM COVERED IN ORIGINAL BID. THIS IS FOR ADDED ELECTRIC FUCNTION 10 11 0 0 VON DUPRIN ELECTRIFIED PANIC TRIM 0.00 0.00 SWITCHES RX-M996 12 1 1 RHS O 626H A E IN TI U 10 LOC D82T S350 EACH 564.92 564.92 DOORS 107 & 108 Open Net Amt 3,085.8E Tax Amt 216.0', Open Total Amt erms Of Sale: 'ie prices payable by Buyer for goods and services to be supplied by Supplier under this Agreement will be specified in the applicable Order. Unless otherwise expressly stated h i Order, all prices exclude shipping and taxes. (b) Payment terms are stated above, based on the date of the invoice. If Buyer does not pay an invoiced amount within terms, uyer will in addition pay finance charges of one and one-half percent (1.5%) per month on the late balance and Supplier reserves the right to (1) withhold shipment of the Work itil full payment is made; and/or (2) revoke any credit extended to Buyer. In the event that Buyera€T"s account is more than ninety (90) days in arrears, Buyer shall reimburse upplier for the reasonable costs, including attorneys fees, of collecting such amounts from Buyer. In the event of any dispute regarding an invoice, no finance charges will apply i e event that Buyer provides written notice of the dispute prior to the due date for such payment. 5 St DATE PROMISED 3160 KUTAK RD * FORT MYERS, FL 33916 PH (239) 337-1123 FAX (239) 337-1092 Printed: 10/14/2021 11:54:58 AM STORE• PRINT # 1 1 39922 - 1 JOB SUPER CELL # JAMIE BRIDGES 239-207-8514 ACCOUNT NO CUSTOMER SHIP TO ORDER DT CURRAN YOUNG CONSTRUT. EAST NAPLES WELCOME CTR 10/14/2021 27399 RIVERVIEW CTR BLVD 3550 THOMASSON DRIVE 01:53 CURY0007 UNIT 104 CURYO BONITA SPRINGS, FL 34134 NAPLES, FL 34112 1 of 1 CUSTOMER PO / ORDERED BY SOLD BY / ACCT SALESPERSON (143) Chris Sunkel / (13) Bob Cameron LN I ORD'D I RMNG I DESCRIPTION I ITEM CODE I UNITS I UNIT PRICE I EXT PRICE ENTER THROUGH E NAPLES COMMUNITY PARK. JOB IS IN BACK OF THE PARK NEXT TO PICKLE BALL COURTS. CURAN YOUNG HAS A SMALL CONST ENTRANCE IN PICKLE BALL CT PARKING LOT. THEY ARE SET UP BEHIND THE PARK IN SOCCER FIELD. NO LARGE TRUCK DELIVERY 1 ADDITIONAL LABOR FOR MATERIALS 2 NOT YET SHIPPED TO PROVIDE FOR 3 ELECTRIFIED HARDWARE 5 2 2 PREP FOR ELCTRIC STRIKE AT 105, 791 HM UNIT 106B 6 2 2 PREP FOR RACEWAY ACT LEAF AT 791 HM UNIT 107, 108 A FINANCE CHARGE of % PER MONTH 0 TAX RATE NET AMT TAX AM T TOTAL 7% 385.43 26.99 /o ANNUAL PERCENTAGE RATE) will be State Tax (6%) 23.13 charged on All Accounts Past Due Sur Tax (1 %) 3.85 NOTICE: IF THIS ESTIMATE IS SPLIT INTO MULTIPLE SHIPMENTS, EACH SHIPMENT WILL BE SUBJECT TO INDIVIDUAL TAXES AND SURTAXES BASED ON TOTALS OF EACH INVOICE. 5 St DATE PROMISED 3160 KUTAK RD * FORT MYERS, FL 33916 PH (239) 337-1123 FAX (239) 337-1092 Printed: 10/14/2021 11:40:32 AM STORE• PRINT # 1 1 39919 - 1 JOB SUPER CELL # JAMIE BRIDGES 239-207-8514 ACCOUNT NO CUSTOMER SHIP TO ORDER DT CURRAN YOUNG CONSTRUT. EAST NAPLES WELCOME CTR 10/14/2021 27399 RIVERVIEW CTR BLVD 3550 THOMASSON DRIVE 01:31 CURY0007 UNIT 104 CURYO BONITA SPRINGS, FL 34134 NAPLES , FL 34112 1 of 1 CUSTOMER PO / ORDERED BY SOLD BY / ACCT SALESPERSON (143) Chris Sunkel / (13) Bob Cameron LN I ORD'D I RMNG DESCRIPTION ITEM CODE I UNITS I UNIT PRICE I EXT PRICE PREP FOR ELECTRIC STRIKES ON SITE AT 104B, 109A, 110A, 114A, 5 1 1 FIELD PREP STRIKE JAMBS ON INSTALLED FRAMES LABOR EACH 1,250.00 1,250.00 PER MONTHH TAX RATE NET AMT TAX AMT TOTAL A FINANCE CHARGE 7% 1,250.00 0.00 1,250.00 % ANNUAL PERCENTAGE RATE) will be State Tax (6%) 75.00 charged on All Accounts Past Due Sur Tax (1 %) 12.50 NOTICE: IF THIS ESTIMATE IS SPLIT INTO MULTIPLE SHIPMENTS, EACH SHIPMENT WILL BE SUBJECT TO INDIVIDUAL TAXES AND SURTAXES BASED ON TOTALS OF EACH INVOICE. REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF JACOBS ISSUED FOR PERMIT AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF JACOBS. wrew►NrouN60O PCO #023-R1 Curran Young Construction 27399 Riverview Center Blvd, Suite 104 Bonita Springs, Florida 34134 Phone: (239) 829-8378 Project: 21004 - East Naples Welcome Center 3550 Thomasson Drive Naples, Florida 34112 Prime Contract Potential Change Order #023-R1: Accessories Changes Per Submittal Review TO: Collier County Board of County FROM: Curran Young Construction Commissioners, FL 27399 Riverview Center Blvd Suite 104 c/o Facilities Management Division, 3335 Bonita Springs, Florida 34134 Tamiami Trail East Naples, Florida 34112 PCO NUMBER/REVISION: 023-Rl / 0 CONTRACT: 1 - East Naples Community Park Welcome Center PO#4500210601, Collier County Project #80414 REQUEST RECEIVED FROM: CREATED BY: Carey Foley (Curran Young Construction) STATUS: Pending - In Review CREATED DATE: 12/27/2021 REFERENCE: PRIME CONTRACT None CHANGE ORDER: FIELD CHANGE: No LOCATION: ACCOUNTING METHOD: Amount Based SCHEDULE IMPACT: 2 days PAID IN FULL: No EXECUTED: No SIGNED CHANGE ORDER RECEIVED DATE: TOTAL AMOUNT: $518.70 POTENTIAL CHANGE ORDER TITLE: Accessories Changes Per Submittal Review CHANGE REASON: Design Development POTENTIAL CHANGE ORDER DESCRIPTION: (The Contract Is Changed As Follows) Accessories Changes Per Submittal Review: Multiple accessories changed per the submittal review. Per subcontractor the changes to the accessories, esp. baby changing stations, created a loss of the bulk discount rate for all accessories and the changed accessories costs are significantly higher. • 2022-01-07 CYC needs backup on pricing from subcontractor • Jacobs needs to final review • 2022-01-07 SDI provided backup and reduced the overall price increase ATTACHMENTS: PCO#3.3 - TA CHANGES.PDF , Toilet, Bath, and Laundry Accessories - Product Data - RE Reviewed-RESPONSE.pdf # I Budget Code Description Amount 1 1 10-100.SUB Specialties Sub.SUB Accessories Changes Per Submittal Review $494.00 Subtotal: $494.00 Fee (5.00% Applies to all line item types.): $24.70 Grand Total: $518.70 Curran Young Construction Page 1 of 2 Printed On: 3/20/2022 04:59 PM cueeaNrouNaDO Nicholas De Ciccio (Jacobs) 5801 Pelican Bay Blvd., Suite 505 Naples, Florida 34108 Collier County Board of County Commissioners, FL c/o Facilities Management Division, 3335 Tamiami Trail East Naples, Florida 34112 PCO #023-R1 Curran Young Construction 27399 Riverview Center Blvd Suite 104 Bonita Springs, Florida 34134 SIGNATURE DATE SIGNATURE DATE SIGNATURE DATE Curran Young Construction Page 2 of 2 Printed On: 3/20/2022 04:59 PM SAA Mardale Specialties Direct Inc. 5718 Corporation Circle Fort Myers, Florida 33905 Phone: (239) 690-1001 Fax: (239) 690-1002 TO PCO #003 Project: 21392 - East Naples Welcome Center 3500 Thomasson Drive NAPLES, Florida 34112 Prime Contract Potential Change Order #003: Changes To Toilet Accessories Curran Young PCO NUMBER/REVISION: 003 / 3 REQUEST RECEIVED FROM: STATUS: Draft REFERENCE: FIELD CHANGE: No LOCATION: SCHEDULE IMPACT - POTENTIAL CHANGE ORDER TITLE: Changes To Toilet Accessories CHANGE REASON: FROM: Mardale Specialties Direct Inc. 5718 Corporation Circle Fort Myers, Florida 33905 CONTRACT: SC-20040-10-300 - East Naples Welcome Center Prime Contract CREATED BY: Tommy Huggins (Specialties Direct Inc.) CREATED DATE: 2/3/2022 PRIME CONTRACT None CHANGE ORDER: ACCOUNTING Amount Based METHOD: PAID IN FULL: No TOTAL AMOUNT (ex. $494.00 tax): POTENTIAL CHANGE ORDER DESCRIPTION: (The Contract Is Changed As Follows) Changes to: 1. Seat cover dispenser 2. Robe hooks 3. Mirrors 4. Shower grab bars *See attached itemized accessory sheet for further details 'Toilet paper holders, towel dispensers & soap dispensers are confirmed as OFCI ATTACHMENTS: # I Cost Code Description Type Tax Code Amount (ex. tax) 1 1 00-10-20-00 -Material Accessories Material $494.00 Subtotal: $494.00 Total Tax: $0.00 Grand Total: $494.00 Curran Young Mardale Specialties Direct Inc. 5718 Corporation Circle Fort Myers, Florida 33905 SIGNATURE DATE SIGNATURE DATE SIGNATURE Mardale Specialties Direct Inc. page 1 of 1 Printed On: 2/3/2022 09:05 AM DATE Sol MargWl4 Sp-%4"ft131roc! Inc. 5718 Corporation Circle Fort Myers, FL 33905 Phone:239-690-1001 ipinkas@specialtiesdirect.com Quote#: 20-CO-4946 ITEMIZED ACCESSORIES R.509-2020 Plan Date: 2/24/2021 Addendums: ADD 9 / REV 4 Job Name: EAST NAPLES WELCOME CENTER CITY MODEL / SERIES DESCRIPTION DELETE 13 ASI / 0477-SM 5 - SEAT COVER DISPENSER -SM 19 ASI / 7308 8 - ROBE HOOK SINGLE -SM 3 ASI / 0535-131830 11 - TEMPERED FIXED TILT MIRROR 18X30 2 ASI / 3701-18P 18" SHOWER GRAB BAR 2 ASI / 3701-30P 30" SHOWER GRAB BAR ADD 13 ASI / 0477 5 - SEAT COVER DISPENSER - RECESSED 19 ASI / 7345-S 8 - DOUBLE ROBE HOOK- SM 3 ASI / 0620-131830 11 -TEMPERED MIRROR 18X30 2 ASI / 3860-P 18"00" 1 1/2" DIAMETER SHOWER GRAB BAR - PEENED TOTAL COST CHANGE $494 SEAT COVER DISPENSER CHANGE = ADD $540.00 SHOWER GRAB BAR CHANGE = ADD $40.00 MIRROR CHANGE = ($86.00) ROBE HOOK CHANGE DOES NOT AFFECT PRICE 82 I-OTAL ITEMS Curran Young Construction Project: 21004 East Naples Welcome Center CURRANYOUNG 27399 Riverview Center Blvd, Suite 104 3550 Thomasson Drive O Bonita Springs, Florida 34134 Naples, Florida 34112 • P: (239) 829-8378 Submittal #102800-1.0 - Toilet, Bath, and Laundry Accessories - Product Data 102800 - Toilet, Bath, and Laundry Accessories Revision 0 Status Open Issue Date May 7, 2021 Responsible Mardale Specialties Direct, Inc (SDI) Contractor Received Date Final Due Date Jul 30, 2021 Location Approvers Ball in Court Distribution Description Submittal Manager Noel Miranda (Curran Young Construction) Date Created Apr 23, 2021 Spec Section 102800 - Toilet, Bath, and Laundry Accessories Received From James Huggins (Mardale Specialties Direct, Inc (SDI)) Submit By May 21, 2021 Lead Time 70 day(s) Cost Code Type Product Data Ryan Eisenhauer (Curran Young Construction), Noel Miranda (Curran Young Construction), Bernice Chavez (Jacobs), Nicholas De Ciccio (Jacobs), Kevin Regalado, AIA (Jacobs) Noel Miranda (Curran Young Construction) Margaret Bishop (Collier County Board of County Commissioners, FL), Bruce Young (Curran Young Construction), Noel Miranda (Curran Young Construction), Ryan Eisenhauer (Curran Young Construction) Toilet, Bath, and Laundry Accessories - Product Data Submittal Workflow Name Sent Date James Huggins Jul 14, 2021 Ryan Eisenhauer Jul 14, 2021 Noel Miranda Jul 14, 2021 Bernice Chavez Nicholas De Ciccio Kevin Regalado, AIA PROVIDE TOILET PAPER DISPENSER (BASES OF DESIGN BOBRICK B-386) SOAP DISPENSER; PROVIDE COMMERCIAL GRADE BRUSHED STAINLESS STEEL, HANDS -FREE AUTOMATIC OPERATION, HARDWIRED PER COLLIER COUNTY STANDARDS. PROVIDE SOAP DISPENSER BY BOBRICK, BRADLEY OR EQUIVALANT MANUF. APPROVED BY COUNTY. FOR MORE NOTES REVIEW MULTIPLE SHEETS BELOW ALSO SEE ADDITIONAL SHEET BELOW FOR GRAB BAR SELECTION. Due Date Returned Date Response May 21, 2021 Jul 14, 2021 Submitted Jun 4, 2021 Jul 15, 2021 Reviewed Jun 4, 2021 Pending Jul 30, 2021 Pending Jul 30, 2021 Pending Jul 30, 2021 Pending NO EXCEPTION TAKEN MAKE CORRECTIONS NOTED REJECTED REVISE AND RESUBMIT SUBMIT SPECIFIED ITEM REVIEWED ONLY Review is for general conformance with the design concept of the project and general compliance with the information given in the contract documents. Any action shown in subject to the requirements of the plans and specifications. Contractor is responsible for: dimensions which shall be confirmed and correlated at the job site; fabrication process and techniques of construction; coordination of work with that of all other trades; and the satisfactory performance of work. Substitute items not clearly identified are not accepted when stamped " No Exception Taken". Corrections and comments made on the shop drawings during this review do not relieve the contractor from compliance with requirements of the drawings and specifications. .jacobs By BERNICE CHAVEZ DATE 07/23/2021 Attachments TA SUBMITTALS.pdf TA SUBMITTALS.pdf (Current) Curran Young Construction Submittal Review The General Contractor has reviewed this submittal for general conformance to the Contract Documents. By indicating any "REVIEWED" status below shall mean that to the best of the GC's knowledge the submittal appears to be in compliance with the Contract Documents. The Subcontractor acknowledges that nothing herein shall relieve them from full conformance or correcting errors or omissions required by the Contract Documents. EIREVIEWED =REVIEWED AS NOTED REVISE/RESUBMIT Page 1 of 1 Printed On: Jul 16, 2021 09:13 AM EDT 5718 Corporation Circle Rev: 07/2012 hp I Fort Myers, Florida 33905 Ph: 239-690-1001 K-dwim sP+�+■rt TOILET ACCESSORIES SUBMITTAL MANUFACTURER: ASI & EXCEL DATE: 7/6/2021 JOB#: 21387 JOB NAME: EAST NAPLES WELCOIV GC: CURRAN YOUNG SUBMITTED BY: TOMMY HUGGINS ATTENTION: RYAN EISENHAUER IN ORDER TO AVOID ANY MISINTERPRETATION AND TO ENSURE A SUCCESSFUL DELIVERY AND INSTALLATION PLEASE TAKE A FEW MOMENTS TO CONFIRM THE FOLLOWING WHERE APPLICABLE: DOES THE BUY AMERICAN ACT APPLY TO THIS PROJECT? YES NO DOES THIS PROJECT REQUIRE LEED PAPER WORK? YES NO HAVE YOU PROVIDED THE PROPER BACKING AND/OR SUPPORT? YES NO HAS PROPER WALL DEPTH AND ROUGH OPENING BEING ALLOWED? YES NO SELECT VOLTAGE FOR HAND DRYERS 115V 220V SPECIFY COLOR FOR HAND DRYERS SPECIFY COINAGE FOR VENDING MACHINE 25 0 FREE NOTES: PROVIDE MODEL NUMBER / CUT SHEETS AND COLOR OPTIONS FOR HAND DRYER. OPTION MUST MEET 115 V APPROVED APPROVED AS NOTED REJECTED REVISE AND RE -SUBMIT SEE TRANSMITTAL REVIEWED BY: DATE: Reviewed: Ryan Eisenhauer Date: 07/15/21 5718 Corporation Circle Rev: 07/2012 Fort Myers, Florida 33905 SAAIP I PH: 239-690-1001 M4.ar0aIe Sps laltles01rect Inc. DATE: 7/6/2021 JOB #: 21387 JOB NAME: EAST NAPLES WELCOMI CONTRACTOR: CURRAN YOUNG SUBMITTED BY: TOMMY HUGGINS ATTENTION: RYAN EISENHAUER TOILET ACCESSORIES COUNT SHEET MANUFACTURER: ASI & EXCEL QTY MFG / Model # Description ASI 3 9012 4/ HORIZONTAL BABY CHANGE STATION -SM 13 0477-SM 5/ SEAT COVER DISPENSER -SM 10 0852 7/ SANITARY NAPKIN DISPOSAL -SM 19 7308 8/ ROBE HOOK SINGLE -SM 1 1308-3 9/ SHELF W/HOOK & MOP STRIP -SM 4 0620 10/ CHANNEL FRAMED MIRROR 48x36 11/ TEMPERED FIXED TILT MIRROR 18X3 #4 FINISH SATIN ON ENDS 3 535 7 3701-42P GRAB BAR 4211, PEENED FINIS 3 3701-36P GRAB BAR 36", PEENED FINIS 2 , - 2 8206 FOLDING SHOWER SEAT 6 1224 SHOWER CURTAIN ROD WITH FLANGES 6 1200-V42 (WHITE) SHOWER CURTAIN 72" X 72" 72 1200-SHU SHOWER CURTAIN HOOKS PROVIDE CUT EXCEL SHEETS 7 XL-W XLERATOR HAND DRYER; WHITE EPDXY PAINTED FINISH 7 40502 ADA-COMPLIANT RECESS KIT **HANDICAP SHOWERS: ** 18" GRAB BAR CANNOT BE INSTALLED ON SIDE WALL **KGRAB BAR WILL OBSTRUCT WITH SHOWER SEAT PROVIDE CONTINUOUS GRAB BAR (3860-P) AS SHOWN IN ADDED SHEET AT THE END OF THE SUBMITTAL PROVIDE #4 FINISH SATIN ON ENDS. VERIFY QUANTITIES ARE MET. /51AMERICA N SPEC LAL Tom, OWC- - 9012 441 Saw Mill Rarer Road, Yonkers, NY 10701 ISSUED, 91-96 (914] 476.90M00 * (914] 476.0689 �,�rrw.�m�ri�rls��iallies_oom REVISED; ]� APR 201q HORIZONTAL .BABY CHANGING STATION (Pil 1 4 QTY - 3 PROVIDE MODEL THAT MEETS FINISH PER SPECIFICATION SECTION 102800-7 PART 2.6 (5) V1r;W 1 ' [521] - 2-Yr 3LOT 4 4' [iOZ) 16' [4rJ5] FINI3HC0 _ LINER OR TOWEL WALL � L — DISPENSER — 13-3m, t ADJUSTABLE 12221 �•ii2` SAFETY STRAP CONCEALED [7A1] 1_iilli�' W)UN11NE) BAG HOCKrFaA P (2)LIE A,if ' [�Sl HOLES (4) T'�11591 LHNF l —� jidSl f �178� 32ZAr — f&29J [251 APF 36- [9141 i Frig' [5191 — FRONT VIEW SIDE VIEW 910E VIEW tGPiEFED] MLOSCD} -A W" P0+ W i I �}TRaTpI� FiOR RFF {N Y � nIf$ SPECIFICATION Huriaont#I Baby Changing Station shall protrude no Tnere than 4" [ 102] from wall when in rclractod pom ion, Unit shall oirnply with 2010 ADA AaMibility Standar(]s, Ca]DAO & CABWANS1 A[ 17_ 1-2003. Unit shall support a static load of 300 lbs (136,1 kp) and be tested is excess of 350 lbs (15S,S ) and shall be fabricated of non -porous plastic (FDA approved HDPE) tested wcording to ASTM 021 and ASTM fir , No metal parts shall N. visible when unit is opm or -closod and Iry partb of Oho gating mQchariisrn I] be. ar=51 iblo when unit is open or closed to provide a twnper-resistant and pinch proof user environment- Unit shall have a damped gas spring to assist user in opening and closing unit with one hand. Unit shall be provided with two integral heavy. duty bang books clearly marked with in=nadorlal-nylc symbols. Unit shall provide a bcd-liner dispenser with concealer ,elf-lallchhig look requiring 110 ](CYG, that rrnay be eerily COIAV rt,ed t) a MU[ti-fold 1%3wt�l disjlen,ar with no adapters_ A view slot shall be provided to indicate low Iimrltowel stack oondition. Unit shall not prominently display any garish graphics or brand nanLe on exter-or surfacer, Unit shall provide graphic and instructions in sev- cn languages -ofn inim'91 back. Unit shall be prvwi*d with aln A ustablc two-part -chil-d protcrtion saf4ty-5"p rnCiudled with COftealed Lstenen on high „galls of cradle. Rear Amp shall he vinyl coated. Erriire unit shall be asserubl&d of completely sealed -components to provide easy -cleaning and no penetration zones to harbor microbes or bacteria. Unit shall provide no ]cvcl surfaces when open or closed that may invite the resting or placcmcnt of cup,, cans, bottles or Unit shali mount on stmdW stud wall dimensiom and with proper anchoring may mount on all suitable wall ecrostriacdons_ Mounting fasteners shall be concealed after installation using color matched reccss plug -covers supplied. U nit shall be a light grey color. Unit shall be recyclable at end of usable life to help i-educo global wait-- Unit shall be warranted foi- five (5) yam against dcfccts in matcrial or workmanship. Horizontal Baby Changing Station shall two MWel ,Afh 9012 by Amierican Specialities Inc., 441 Saw M U River Roa4, Yonkors, Nm Nark VD7iD1«911 I WW U"M MM 9ZSM S7 TM RGrR TO LNM Cam{ A3IFI 19S h UN 0! M M I Y PCW NN U& NZMIX ,ASi441 Saw Mill River Road, Ycinkers, NY 10701 (914) 476.90-OD * (914) 476.0056 wrrw.americarlspecialt-as-cwn MODEL NR: ISSUED, REVISED; 9012 01-96 1� APR 2019 HORIZONTAL BABY CHANGING STATION (P9 2 of 2) 1 INSTALLATION Unit is sui:faco mouirkwd using harilwnre sµppliod [hrougb riwesWd tmouoting Proles 13mvid$d, 11&Jware kill $up - plied has famtners suitable for metal or wood stud walls in dry Iocataoiis and gerieral follow wall construction wherc a,dcquatz subsrratc strewth is obtaincd_ Fastonera and anchors for masonry walla arc not provided_ Wall rcinfuTLwm nt must be suitable to sustain transfer of maximum unit leading. Mounting hold plug ouvcrs arc sup- phod w ooncce fad es aftr insmIlatWn, A Wrnpla[c� and mcRwiing/oWoci WF3iaint ncc� ir1strurtion bmiklet is� supplied with earb unit. Using mnkrnling tllmenRlf)n Un diagram will rc%ull in knet cI,c:&rance under tho anlogd-ed bid trAy, arur In- gtallatio n, of 27r, to 27-318" 1686 to 6951 and the riin of the ebaaging table will be 30-13116" to 31- 1 l6" 178--1 ire 792] kL13 VU fifti$hed floor when in 1143rizoritAl j)¢Sitiori. l , Locate wall studs at 16" [4061 OC for fastening the station, if two (2) wall studs canna be used, Use two (2) screws Mw ONE stud and drill pilot holes and instal l togglc fasteners securer+ in tho wall at non -stud location. Fol low dimensions and instructions on installation diagram and Owner's Manual, included with unit. ?. Attach unit to wall studs with four (4) 114" x 3" long Philips pan head self -threading screws with flat washers_ 3, Where wall stiids are not available attach with four (4) 114" - 20 x 3" Toggle bolts with flat washers into tog- gles or "Pano,on nuts. OPERATION Uni t platform i s shaper) Eo Cradik, a chi Id's body_ Unit i� easily opined and -0I ICI }py user With one h l anywhem on top or front edge of bed or using bag haoksAmnd grips on sides. Unit is cgmrable with less than 51bs f (22_2N ) while not requiring any tight grasping, pinching or twisting of the wrist. Iced liner/towel dispenser presents liners or towels for user hygiene and convcnicncc. Dispemcr lip retains staok fear single lincritoti+ d dispensing. Way slr,e�a is axily f,dj�,�table by u�Er for baby �i $lir�Li)ok Iatth siaowVly Yesis[x rk-og vElbi releaS d by posing finger pressure by adult c retakex. Lined towels are easily replenished by service personnel as required. TM WW U"U UMM 9ZSM S7 TM RGrR TO UM CKYI AI 114 icwh UN 0! mhmi wn-aw rON u& mm GS 0 MO-jF. N,1- 0477- M AMERI CAN SPECIALTIES, INC. 155UEaD '-ft? 44T saw ft" RjLvr Roga. Yo»ker$r NY f f 1'91d) QTC�A-WREVISED: 9•od SURFACE MOUNTED SEAT COVER DISPENSER QTY - 13 L3-3/d' camas i 32n ] 1�-Pvl I -SO9' ] -7,9' G31in7 141mo 449 r& R � — � SnW 4 Ikim i 3-1 /8' 2- c Lin 1 4` 4- { IO2pwi .V!T:• 3 use �r c 1Jd-1r- T ML x yx ,ar•R1,4 ,a.eF ZT11.kz P' ly { S;p,' LL/]Q' I Amp SECTION - k-k SPE-CLFIC.A ON Surface Mounted Seat C avt r MbTcrveT steal I hold mA d1ibpenbac 250 saundud single m halt -fold per Collet sc4It cuY-trs umtrlmed in }may boa mW shall haYe c4ibmet fmbTicit*d a -dloy L8-8 stainleai steel. type 304, 2. Saup: a exposed surta ur s dmL1 kI%-e: N'114 satin t'm9h pr+_yftted dung gdpub= wLih a pLisdu FYC. fiLm whi6 sMU be ply remvablc mtkT iamulluti m. {Cower dlspmft slot shalt buYt� a ftdIy dcbLured flux edge for wug-ti= disperrsiog and uzj:rsRky. 5tmulur111 HmffnbLy ofbWy mid &M amlponenIS slmL] be ofrwckLed eoostrWiLm. Surface Mounled 7'uilu Seat Cov-ur Uispcnser shall be Model N" 0477SNI m manufaeturLd by Amcricva 5pcdallics, Inc. 441 Saw Mill Hjvcr Ruxd Viv nkcrs, New York W701r4913 M-STALL„ ilTION Unit is suufe= mumilyd an wall ar pa3-titian usu►g twG (.) K-' ] 0 sc1flgDphg wrL-Lys ( cKhema MuLuLA 1g holes ms hidden bchind dispmser boa for xandal Issigmt larking but olcualy aconsiblc dwjugh dispmLT AA tar inmalhhan hanging, Far counphsmm with ADA Arzcssibibty Utdddkm wit sbouLd be icmEd cd so (hut dsponscr Slag is 54" (1372mm) rt►wdmu m sbc we tirislhad floor (AFF) if rlru floor side reach acccw is puor'iftd ar 48" (] 2 Ninml maximm AFF If elm fluor fouword mach Komm uaLy is pro klcd or 46- (l l.6K nm) maximum AFF if side remb ovea in abstru han only is proxided (Lc: vanity� OPERATION Covens sac se f-Feeding until ni.My is der leitxl_ Unit is munuully reloaded with s full box 4hrough comnlcxl �,ening in bmDm on scheduLe do mincd t}y maintcnanve requiremmm. Aczes!gQry Speaialtie:& AMERICAN aISPE1wsER 01d iRgPram& if�TlO�� 11-IS WMIL1PAULFEP a MRM TWP1121-R TO WMECHANGEe 114 DEM OR DN8MFYa5rT1 4>ffl FMML hMU ASiAMERJ AN SPECOAtTIESr ONC MODEL W- 441 Saw Mill FUhmr Road, Yarrkers, 14Y 10701 ISSUED: 01-87 (914j 476.9WD * (914j 476.0&95 www.�m�ri�rtis��iamies_�om REVISED; 1g JUL 2019 SURFACE MOUNTED SANITARY NAPKIN DISPOSAL QTY - 10 7-PF ICI R IV PI TYP 4- [1021 1-&16' pa] EDGES LrP T l � W MIXIOTING KEY I HGkE,%OT� 5-U2711401 F 1- [25] FLEF TYP { CENTRAL P411 � r Na7E FINISHED WALL FRONT VIEW ALLOIM's INCH [I.t41II SIDE VIEW ILWBTRAFQIR REF ONLY AND NTB FOR GUE NIh1G3FINSTRUCTIONS SEE AFRRWRIATESECTIONS INRROOLF-7 CARE &MAINTENANCE BULLETIN (PCMI ON ASI WD3S E SPEC[F[AT[14 Surface Mounted Sanitary Napkin Disposal shall have top cover door and oabiner of 22 gauge type 3,04 staurless steel falloy 18-9. All cxpmcd surfa=s shall be satin fin.i-h and be pr=A d during shitpmrmcnt with PVVC film wily rcrEraua- ble after iristallati13n. Cft 1I!y Shall In 1_2 got (4_51L� Top covet in attached to calyi3n& wi[h a full l&igih N16" Dia 104,91 sUinless steel multi -staked piano hiRp. Sitruomral assembly of body and door components shal I be of weldv-d construction, gurfaee Mounted Sanitary Napkin Disposal shall be 1vtodel M 0852 of Amerir-ain Specialties Inc., 441 Saw MW River Road, Vo'nkerq, New York 107014913 INSTAH ATION 9urkee mount unit on wall or partition using M 10 self -threading screws (by others). o (2) rnaurting holes through back are keyhole slots for ease in hanging unit on pre -installed sucw&, for complians-13 with 2010 ALGA Amcssibility Stgndards and ABA Stand Kds 2015, install unit so that tap -covrr is " [1118] max AFF (Above Finished Floor)_ OPF.RATION User lifts lid to deposit waste material. M ainsciiance scheAde determines trash removal cycle.. Unit is emptied bry opening tvp door and ra vying wax paper coll"tion bag. Waxed paper liner bags arc fumish�od by others, TM dUU F. MMM#Z50 7 Tn mQa TO un "�="1H of wA UN o w " i " i Ymn-aw NN u& MOTs AMERJ CAN SPECUL TIES, HJC_ MODEL o . AAS 41 Saw Mill Riwer Road, NY 10701 ISSUED: 0-6A (914) 476.91300 i (914) 475.0588 www.amencarkspecialties.com REVISED: 12 Sept 2013 SINGLE ROSE HOOK QTY - 19 PROVIDE MODEL THAT MEETS DOUBLE PRONG UNITS, REFER TO SPECIFICATION SECTION DOUBLE 102800-5 PART 2.3 / J 1081 J< 181 WALL BRACKET 5i$" DIA 1-15/16" 10161 7 " NOTE: DIA y 16 D I M'S [0491 1-3} 2' [11 ] INCH [M M] j [2a] 1 111 6" [17.5] y � [271 .� LOCKING SETSCREW SPECIVICATION 0mara Col I lion Single Robe Hook shall be tgpe 304 stainless sleeI aliGy 1 B-8. Wall flange s1tall Iwk to wall bracket wish -stainlc= 56ml M5 hcxswkrtsfft 5crcw PpnKcalcd -qn tV tcm prim r of flange. ft5t shall bi� 22 paµge Wbing with fs rmed 18 gauge U r.-At�d bracket welder 'LUrkIc tad. Hwk shull be solid pin. Fldrge shall be 1116" (1.5) thic.,k with 352." (2.3) thick sides artd heavy reinforcement ribs. Post sliall be baited to flange with concealed and lacked M6 (014") screw. A l l cxpn.gcd surfaces shall have sat;n finL9h. Wall hrack-ct shall 1}c 19 gauge with cml�asscd ribs for added strongtli and shall have twu (2) mounting slots to accrjammixlutr M4 pan head -screws Cpruvi&d) and allow slight inslallaAion aliHnmeat .adjustment. Ilex L-key (M2.6) is provided to hock set serer to secure unit to wall brarckcl_ Singe Rabit Hook shall be kludcl 1I% 7308 of American Spey ialtiies, Inc., 441 S:tw Mill River REwd, Yunl ims, LY-irr 'Fork 10701-4913 INSTALLATION Sur Fnowit unh to door back or finished gall with two ) M4 x 39 (lfo- 6 % 1-lag") pail head self -tapping scmws (pravidcd) through h,nles prcividcd in wal I bracket into plastic wzJl anchors (lam -idea) nr other suhably prepamd mountings (bar others) or other suitalxle rnounti" E-Irdwam (by offien) to Suit door or waR C=diti:*nti_ CL-kpflanve onto vwiill brac-'ker aicl tWen selscrew to lock it in place. For compliance with 2fllfl ADA }accessibility 5landards install unit with top of hook 49" [1.21(l) maximum ab= Einishcd fI00F (MAX AFF) if clear flrrvr reach is pmvided. Fcw general utility install hock with terlinC Of =Uffling pinte 68" (1727) AFF_ QFFRA-n<)1v IRaok is sUirable farrobes or clothirkg artd =all parry bags. Arcessory Spaekaldes A ME R N AN c, swEmsER ksw Pq Fruucu I ITILO 5 7 Err MiMS iG l uISt dZIERM Tli parr T45 N&Ki 1 U. 6 W 6i.Fftd-DR ONW42 COMW"FM7 FOFM& Fri -.. AMERICAY SPECOALTIESr WC_ MODEL IR: +308 441 Saw Mill FUhmr Road, Yank-ers, NY 10701 ISSUED' 01-87 (914) 476.9WD * (914) 476.06;96 www.�m�ri�rlsp�i�lli�s_�om REVISED; 10 APR 2019 SHELF Vf H UTILITY BOOKS AND MOP STRIP QTY - 1 L.ENV-TH PER SC1EQUILE — 4 4 s'�rfej — 961X�Wy]TYP Hf•_PAMED rt 1 11 B11 ?M' rJA RPF r � 2-1)r ICI T;32-DIA[05.11 1 OUKI17NG TYP • L�J 1 I � I k 3aF 11q $19' [159� ;--r EQ TYP CONFIRM WHICH MODEL IS TO BE ORDERED, SHOP DRAWING SUBMITTAL #224216.16-1.0 COMMERCIAL SINKS - PRODUCT DATA ALSO SHOWS A MOP HOLDER. wI)P HOLDER MODEL A! 0795 s' ICI SHELF LITILITYNOOK h10DEL9i 2M 7YP 3 MOP HKXDER MIDDEL 907N � 2-&if' (54 REF Jam: ALL MAN$I"IMMI W*THAI"PORE# 1)14Lr-4Mrs 4'C 13U] LI I L' Of k3.833SIFIIItV Ntode1 N- I XILu� t 11 '�ZgNp Holder { 41an I ity l' I i l ilk• Honk i LLantiry 13()K-3 , 13084 W 1]I.&] 4 5 SPECIF]CATIQN �hclf with Undity Huoks and Mop Strip !ilm[L have shelf and nwp strip fabrmtrd -Df 18 gaL;�e type 304 %taiitLess fie] alloy l 9-9, 1ltilisy hooks shall be f bricated of stainless steel 14 gauge, Shelf, utility hooks and niop strip shall have satin finisb and be prolmmed during shipment wish PVC flan easily reino-valrle aiier installation. Shelf, back and mop strip shall be one Eliot ciyn ti-un, Mop Strip Shall be Tuiwd 1: 2" [13] 1 cwn wa11. Mop hol&rs mall � fabdcatW cff'e4miurri glared 5WC1 and AuLL bc ribbLsd for rigidity. pivorin.�, springy -Loaded, sernib d rubbLT vzum shall hoLd round hEmdlcs *f 7/8' to 1-114" di- amoter [022 to 032] wedged agaEW ribbed clamp plate, flap holders and utLLit� hooks shall be rivewd co prop strip. Shelf rwilh Utility Hooks and Mop Strip shall be MWel : 1308- 3 (-3 or + :is miLnufattur-ed by American Spedal- ti l n,, 441 Saw Mill River Raad, Yonkers, New York 107D]4913 f UT ganural uti I iLY 3nuufti Unit 66" [ 16761 eve fLnishei .L 1]oLw (AFF) from bollom *C 3nLIp snip. Surface rrwunL urea[ 1O wall with. N6- 10 pan head scl f-thread it g screws (by othars) through mounting boles provided LD shelf back and mop strip {IFP RATFON 'nc shelf is used N2 sture Various self-uuntuinad itu-ms. Mop aT bromm handle is pushed into the grip jaw -Df d-Le pivoting ser- raled rubber pans wish an upward mol inn until is Seals behind the rib on the clamp plate. A spring ]colds the cam agai nst the handle. Gravity holds the mop ulampcd in pasitinn. ]fags, more heads, towc1N eta., may be hung on the v6lity hooks. TM AANMIM MM tO IM%U THC FiiW TO MOM "- '! 11419 WA -:q u N=40 WMUT FOM& NWKX 441 Saw Mill Rivar Road, Yunkars, NY 10701 ISSUED, 01-87 (914) 476.90-OD * (914) 475.01MIS ��rrw.am�ri�rls��ialliies_oOm REVISED; 18 JUL 2019 QTY - 4 CHANNEL FLAME MIF ROR% WI❑Tip 9'TYP F ` I1 J CH+SWJEL ~ 1-i4 [ I FRAME TXP POP WALL 36" TUP 41RRM BK€r BRACKET H' 44AL:L MIRIMR =IGHT FIRACKFT EIACKPLATE BCMCIM WALL &W 119] Br+WKET r lYP t V2- [13I rHEFr-RE3915TANT PICTORIAL VIEW � LCC SCREW NCfTF OUTLINE ALL DIMS INCM IMMI OF MIRROR VERTII�4L SE(-TLC)N ILLUSTRATION FaR REF ONLY AND NTS FOR CLEANM INSTRUCT10HR9FF APr4MPRIATE SECTIONS IN PROnuC7rCAE A RMNTENANCESULLETIN IPUM)ONM1WEGaffF SPYOCIFICATION Channel Finnic) M irrm Mall ln�T ftaine of 20 gmLge type 304 mEdnlc&a start allay L 8-8, with mitcrcd ctxnam. Mimm glaaing 51ia11 be {i i= glaring option] and shall be warrm ywd fOr 15 }=m agnium sOvcr spc logo- All a%n of nainu shO be paoira wd t�y fdrAlon endue ab ing FIICM. R&&.OE mirMr stall be mtecti5d by fill $ia= $FAXk-aWrhiing ureta Nft$igmht fi1]gr and fWL gi= noc plLtce 24 garrl OOM$if)n p r-taetad stet]. Top and t to well mounting] w3= shall be 2D gauge cyan prazNri stxL and s11811 be spatu%v!Aad inte °'N' hang_ Mimm shin[] br sfturcd * Ivww bnzkeL wilh u FIdIlips Pun E[eud Inds ng sr:rcw. (hinno Femme M Lrror s11a11 be Model N& W& A jiftieri gja:dnk nptir q 48" X 36" (n*Ee slag, w = H) 261 manufactured �y Amrriean Speci2him Inc., 441 Saw ]]'till River Road, Yonkers, New YDrk 107014913 NIALTERIALS Fr4mti; 20 giIti1I4 lype 30W, 18-8, swb&m Nwl. RvIl-fourk mr pirag Qwigrmckm. UmmtJ *,Irllw�s shn11 lv mL-n fu6A. f ;ArA emmmarcburr fm Clays: Standard glaring is ME 1 gluaUty, 114" 16,4] thick pbac-Moai. siLver omad sold h,mmxdra0y scaled with a wtiform rapper p1MILTL& ;PrA) wxrWLcmJ;LpiMNLxilwer iildge ibr 1� y rs. M4irR3rs ma Feder -al 13pev D13-m-4I LC, ASTAI C, 1�03, ' A}TM .-1036- i)l . F i 114r, tixpaTrclrxl pulydhylrw mis ixt:11 llua m shoot Abrasaun Tngqi me and s6u4rk AwrbiTq. wLaw rrsiN1wM, IA'' [3,2] mul lqw thiekrre.m. FABRICATION NOTE FOR 9PECMCAT1O-N M ium largr item 324q. Ft. P_913n2 i are faRticated in ty.xr (2) or prkwide Srwallation xJ d bar filing cage. INSTALLATION Ln51u11 " 117 wu]L biuc &ts bust amd plumb per &g mn 1o{atkm using UlYLlt' X-- 9 or h� 10 Fun Head s mvs (by tAflms). Hang aimff an Iarnrkt�ts and eioLon Iwkicg 6-32F a 3j4" Kilips Parr Had, supj3llW Iy egpt%J 43 rr rmx bwCk) 4 bomo ri (Twe: this Kry 4hml.d be mamid prim 0 huWft emnw an waO bmckei)_ For eaplienec with 20 LO AIDA Ac=ssiffiility Standards anti ABA Samdar& 20 1.5, bmvm of Trn wing surEuc should be Tw highrr than 40 [1016] Aff (Above Finisbrd F lmrj (. LAZ.1 NO ()F'J'FO 5 L:niis are supplied with IX [6] Uck plate glass. Offier glazing npLinrls arc avaLlablc. For a carapleLe degCfl inn of any ocher aWBARNe glaring_ see the NURICLAZLNG OPTIONS chaTl. T= 44Nf1FA4Tr 4MLR CCIIRYO THC MW T4 KA1¢ CF. WA3IFI DE WA OR u MMIWrM4rr FOM& NWKE "I Szrw Fill RWr Road, NY 10701 t9111476.90W - M14k 47&0W5 1S5U ED: 01187 Ain www.QrnpriWn PQragIHgg=M REVISED: 19 FEB 2018 QTY - 3 FIXED ANG LE TI LTE D M IRROR HW c 13rtin) c t d,n } YI�TH TYR F, F-- 1.2 M) r I I HIS '� I H 3 m hEIWT F02 I 30" M❑LINT•ING SCREWS I I I I H I H I 5-112N I 340m) RN. IN 25mri ) 10 SPECIFICATION PROVIDE NON TILTED MIRROR Fjxvd Anplt 'l'iJtcd Mirror s1ull be rubricwtd of Alloy L 8-8 slwi rdesa shed. t)W 304, 20 gouge. Fuoe shell be ww piece coostrucrdoo frm 4f mvilefc -or spLir welded mama, AlL expmed stufaces shaLl have No 4 svhk fnLdi and be (m[efflad dUrjm Rhip em by plane PVC Film emiLy rmnwabLc ailer LrrslaLlatiarL Corrocalad 1ampu rcalsl= locking doviccs 9bell be pro idrd- Mirror ahe]I be (INN ERT GLAZING OP- TION) And ah i be wiu-rozled for 15 year;;raina sal%v sp01149, Mirrm 4l 111 be supplied M swrrdoA wi.lh g6zing option ` A ', I'or.9 ww- plete&qcffLption and ufficr chc&eq Of glMng opuort, sec the Mirror Glazing OPTIONS Chan. Fhed Am& Tlfted Mirror shrill be -Model Na 053d- B (irimert Rll Amg epdon) 18" X 30" me rkkr factured by A rn erl- cAn SpcerAlir s, InIC , Yonkerrs, NY 1070145121. INISTALLATHIN Un'Ll. 3'� Wf O M?a1311rgkI or4 W.211. <�r ]-A2r1ir*31 u i kor(4) Flo I� self rq*ng Kmws (by (4m). Moiirktigg hoses llwvj$h t*d ale'le�hQW dais for hamming unit on prc-jnstalLcd scams. U'nii requirm I'A'(LMann) Dlmrancc al iop in cnpge :Lcrers irk ktyh a slots. For complianea with 2010 AIAAv,=ibiH1y:Suudards, bommufruftwing surface shunld be installed 40" (1016 ua) omia. abuvt! Finished flow. AV,%1LA3LF MODELS M U�EL I�I�IE�TSII�iN;+S YT' R F J7 4T `r RH 0535- -1630 16" (406iYd'tk) 30"(�62mtr5) 15"(391tl3iYl) 19-I12"(445triiSl) 0535- -1824 18' 457mm " b10mm l7r zrm>l �3� 13-1l'2* 343rnm Jf 0S3- B l� -l0 18" (457mtn) 30Rmm 17" (4321'L7t1i I9-1f2"(495mrrk) O535--lEl36 L$" ri'I ��m) 36Ri'i11;1y I�) I7R (432mm) 25-I"(648mm ID� 5�-0 24' (6 I Omm) 30'762=) 23" (584rnrn) I9-rrt If2'(495m) fJ 0S3- -2,436 24" Ufa l 0kS'L1`[i) 36R(9 I 41't'It15) 23 R (584mtri) 25- I T2"(b49mm) AMER AN SPEUOAL TIES, WC MODEL NR, G LAZA NGS 441 Saw Mill Rhmr Road, 1`ankRm. NY 10701 ISSUED: 1-97 (914) 475.9DOD - (914) 476.0689 www.$meric�anspeoiEilffau-�xxn REVISED: 22 MAY 2014 iVlIRROR GIAZIN(; OPTION CMAUNG SUFFIX DESCk1PTIO Place Crlm,, . W (6.41kim) dlir-k M I qualiry pALAed, Rilver coved and IlermeticeLly sealed wish a uniform m4tkg A OfcLCc.17D1}yir CapperpLatiDg. Mirr WS mcct Fadrrsl Sprc. AnDD-M-411C, ASTM C-1503 and ASTM-G103 1. LLI'1apU LIu:LI 11W: I''XIAbUlr F=p%rud t hmi - 114" +6.4mrnl 1hi4k pulishod lernperrad Elum wish two comic oFsiLver upplied. Ulcctruphling with 13 a heavy uniform oaating ofcopNr hem -ttiital ly 5tala the -viIvcr. Back of rnimw iR finiahcd and prY► mbedwith a (1a2,3) Lhick coat orhn%T wal pmGf paint. Glaring mccls fugal 5pcdficatii}n Ke Da-61.4-039, Ameaftmnt 1, ASTM C-LS03 and ASTM.C. I64&92. rinape gvAiv oend ic MeW Mirrors .:Shall 1 e Type 1I)4 of lour 18.8 sWrdew steel, 20 gage polished to a J* 8 wWrmr fin1!SIL (1a2,1) €nee quality_ Goad 11' lxxarl Dura-Mirrar - 1 A" (6- 4rrlm) thick polycarbormtc �hccia highly itiipa L reRislant Mi m-w face is junvidld! [III with a thick removable mucking 1u pi- vlent sornlching -dmiag installaliun. I rrop quality; Very tid E PlmiglEe - Shall be 114- (6.4mm) thick wrylic plastic, levtwcight wtd highLy shock resiment. [ � ] Image qualirv- Very Oced Mirror is fabdcatcd wish an interlayer of 132" (-Bn m) thick vinyl! bonded bctwccn IwG L -W (3mm) thick shacta of 1, J* I gtalily polished plime &ss Wilh bwl sllw-gav d and herm tkally walid wilh s unifc m pi)d hkj, of cl"Er'l LybG Copper plating. Back Of rnumr is fWebodand prol=d wWiatldck coot Of huvy-duty #=UffOGfpaint. i1 LAmlnmcd g s iviftu RBI$ perfamwe ailgg d4f Fi&ni Spy, A D.D. +I•4151 smd }ANSI aml camapl.ica with CPSC s(arrdards 16 CR 1201 (1) 11. laugisquality: Eacdlcat NOTES I_ GLazing tJpcs indic d arc particularly &uiirc4 to applications wbcm fvgwM breakage and'olr swtirity Problems ex- ist- Thi±se surfaces are best spmifiied FbT use in p9i%ons, xhrmh, polior statluns, hnrp'U vwanis, et-.., wh&TU shards of broken glass Might possibly be used as weapon. 2. The reflcutive qudliry of &niG mirrur types is Mt as true as pLate &.hN. 3- A51 will not auwpt rMm5 of R=u mirror gW51):tsed lrpcn claims of distortion in Tcf wivc properti,rs. Arressory Sperh1fies A MF= R I CAN vkwemwa err RiF Fruued Norm. 7HKh u•,"wn• ruravu THE MWTO WEE 0IrLL W WQW ERE MOM 4N MXR FOR" WrW5 AsiAMERICA N sicOAL RES, 01VC 441 Saw Mill Romer Road, Yank-ers, HY 10701 (914) 475.90-OD - (914) 476.05815 www.amedr on:5p ialtle!3-rqm MODEL W. 3700 ISSUE D REMISED 01?97 3 MAR 2017 1-114" DIA. [0321 GRAB BAR SERIF WITH SNAP -ON FLANGE COVERS 4;fW6R PEEr4ED 00MN IDrA 49 4M°LES E 7 1 $ M4C341 M 6F" L $1 NJA FkYd ff 1 - I-7ff YWYL PRDJECrK)N IT NMI 9TllihL E 9S ST EEL 1F L + — IJSRC WdLMTio rmNG }7� pion 5TM4LE9d:5TEEL 3ILCOON3TOM FLAT F4*MLc-.r MONOW RM FLPJPK ELE'.eA1*N - U'LA401 KEYHOLE 8LGT3 FOR ifflUm mATE SuADOR T CAAm MR s FL rWA rKM rY TF RNQ9M7F SJJ PPOPrF iSdOP QGV ER REW)Ml LI4R CL 191TW) KEYHOLE SL4"%,� FGR TYPE 1 L GPM E44R OC&OWRA1110N TYPE 1 rL rLrATION INTFRNECRATr xLLRPDRT �SNAPC YFA REMCVCD rDR CLARIFY; 1-114" 01htigter 10321 Cimb Bar with Snap-On Flange Covers for concealed mounting shall be type lstainless steel alloy I Tubing shall be 1-11" diameter [*] x i$ gauge4" [1.j. nap r shall he 22 gauge (0.03") [0, Flange shall be U8'" [3] thick and call be hcharc wcldod to t 6in 'th a can inuous �onc l bead. End A:Rll have 1-wo (2) 5116" dlameler [07.5] Tnvmt3'ng hulk, Wr pqmlb (if and) tihall have (2) keyhole slots to installaticm maces&. All expaged Lurfaces shall ha a satin i:inigh and sL�all be protected during shiprnent with a tic bap For optical non-sI ip surfacer i x —P �, eZ - 1-114" Diameter [0321 Grab Bar with Specialtjes, Inc., 441 Saw Mill River RoiW, STKE GTH AS] Grab Bar & are designed to meet an d Z010 }FDA Accessibility Standards_ Mountin To withstand the shear+ tension or pull , sysmm must be adequately 5izcd, -On Flange Coy shall beSerles .70- 3700 of American k�ers, New Yo 0701- 4913 excee LEA re' • menu published In publishin CABLY, NSI A 117.1 and th6e wall is a Grit part of the system to meet this requirement_ and torsion loads, genera by the maximum loading, the fastener I f5'rALLA'f'ON Use h har a tempi t mark rrsokiri#ing hale i catiors and pre -drill holes_ In ta]1 bar g twr, [2' � l" se' tapping pan Ilea and flat rashers (by others) of other faswxr er system (by others) to it conditions for cash flange, propriare anchoring and backing must be provided in accordance wi#h local builds codes or as specific Arehite�ts Plans prior to wall fimshing. For compliance with 2010 ALGA Acecnibilhty arils, ins unik w Chat she tun of the �•rab bar is 33" [ 0] minimum aJbov fnixhcd floor (AFF) w 3�" [9IS] maxi m AFF. Anchi)m are available frorn A91 and must be -.;peci had sepamrely I Or t�ach gob bar Vyle scheduled (%ee 3900 series)_ Amssory SWIj ll n AM ER I C AN asPUa9EP 6mm Rep RwxaM his MO u&dWACFLl MNAMMTIi NOW70 NAME SL LMMW MMSrd9ftMWAiLCNi55 MMY FOUAL. P"" AMEf2f"M SPECJAL TIES, JNG. MODEL N2- G RASIDAR CONFIG A41 %%wNIN Roar. NY 100 ISSUED-. Q��96 I 014] 47F.SDOD • i914) 4T6.W83 woywmmeri--ensae6sHiae.aom REVISED; 23 FEES 2015 GFZAE BAIL COBIFIG URATION S (PG 1 OF 3) TYPE -01 tgPE -02 e A 10 j-1f2" /-dREFER TO PAGE 3 FOR COMMENT H EDxJLE QTY. ViK A QTY. DIM. A 12' 3M 3 26" 1 42'[10671 190 [4571 7 4' f6Igj 2 :3a' 4Er 1219 de FQ A e 10 l h� r SCHEDULE DI 1 32 .54' 1 60' fl 5241 72- 11 M -04 LH SHOWN E-151 -1 IRH OPPOSITE i 131 IR131 ' ALL DWS f NCH IMMI i ' .gel I wq cHr=D4J QTY AND Lli RH ti MODEL he MUST aPEDIFY -LH OR -RH Accoswry SlaecI a Iif es A ME R I CAN Cc SPEW3ER 3T [7621 CUNTRACTOR TO RROVIIDE PROPER $LE -EVE IN FLU X 7 LONG TO ACCEPT AAA ODSPECAFIED. pas] f FLANGE ri 1 3' V6] PROJECTION BELOW r-INISHED FLOOR e I K 5 Y Ah w 471 ki l0k RA EffM THE MQ-rr T11 hLYZ GwPMPe LIM Pe PPY QK uN lWW" WrrMGIH IGWAK HUMM E AMERICAY SPE�at , WC MODEL NR: 06 ,AS41 Saw gill FUhmr Road, Yunkara, NY 10701 ISSUED, 05 JAN 1!287 (914) 476.9WD * (914) 476.0M9 www.�m�ri�rls��ial'ties_oom REVISED; 12 $EP 2019 QTY - 2 L'SHAPED PHENOLIC FOLD -LIP SHOWER STALL SEAT (Pa 1 of 2) 7•iF�' G�J - � ICI 1-Ne �J r a 22-Uff' I w1 21-70' I5B11 I5481 i li3 fr HAND 5HOWN- LEFT HAN13 OPPO517E b 7'�iff R+�I r FI@LO AEV@RSI BLE 2-1ra" DIAIdI:SirJ E LT CIRCLE FGR 9MD dS.a+a- FASTENERS Rem 7t7 374V I I J 4,Mm 17' To i!y li i l l 4 3r9" 9 IA3z74D4n].:j FINISHED 12191 C ] FLCKA F ' 1W MAL I J $FRIN¢ HflL68{�� [j41 € € CEETENT to -Ur [4ml Jam; 4i # ALLOPA-ZINC14LMI ILLUSTRATOR FOR REF UiLY M13 Pus SPECIFICATION l--5h4pW Phrnolic• Fold -up huw-cr Simi] Scat 51w11 haw all mctal parts fabncwtud of 18-9 alloy typc 304 stairs lc%F�L steel_ Seat frarne arid suppoft legs shall be l" diameter [025] and 1-1A" [32] square X 19 gauge [1,2] With 3116" [4,91 thick mounting flanges and 16 .gauV [ 1,51 wide bracket/arm support_ All exposed surfaces shall have satin Finish. Structural assembly shall be of welded oonstmction and all -exposed cdges and corncrs shall be radi- uacl and}or d0urrec1, Seal shall be :401 l pr enolk, with while uolrar trap and bottom surfaues anti shall have black edges. Support arm shal I fold up when in retracted position to provide low mfil,e a inst wall. 'No extra fittings shall be required to retain sear in storage position. Guide bract shall omtrol seat lowering inlD operating posi- tion. Unit shall satisfy 2010 ADA Acccmihihty Standards when mmmtcd properly. L-shaped Pheno& ftld-up S>iower Stall Seat Shall he Model. N2 8206-_ (R for riFht hand or L for left hand) of Arneriuuri Specialti , Ine, 441 Savy Mill liver Road, Yooker*, New York 10701- 4913 INSTALLATIt}N This unit is surface nwuntcd. Installer/consft=ion contractor must providc conccalcd anchor plate or blocking as sp I Ri d 3T1 N131N[ruc.L3'4Tn kW LN regpir*d by II)C41 tlf4ildiftg OO&A pri(Vr l* W.011 firiitliin& I: t-en µtilt flanges and wide bracket to con-cealed anchor Dr blocking plate with appropriate hardware. See "STRENGTH" section below. Notc that concealed mounting plates or anchors and hardwarc arc not supplied with this product and must be spcuificd sawrawly. Ensurc that mounting configuration complics with local building r s. Unit is rexrerNible La the field t6r right or left hwid it siallatir,r,_ FIN MM IF CT LAM Rrl CRM TFIC F}GR TO MAKE "�="IFI DCWh OR GYGMMIWrMM f FOM& NWKX ,ASi441 Saw Mill F2i%ar Road, Yankers, NY 10701 (914) 476.9WD * (914) 476.0&96 www.americanspacial ies-own MODEL : ISSUED, REVISED; 8206 05 JAN 1987 12 SEP 2019 i L HAP E1) PH EN GLIC FOLD -UP SHOWER STALL SEAT (Pig 2 of 2) 1 9TREN GTH A I Shower Scats are designed to moct and cxcccd 2010 ADA Acvcsliibility Rrquircrncnth so that fabricated product s1Wl be of adequW strength to rapport a load minim m of 250 lbs (113,4 kg) and unit shall conform to size and edge clearances as diagramined- Mountinig to the wail is a critical part of die system, to meet this requires anent, To withstand the shear, tension or pullout, and torsion loads generated by the maxiw= loading, the fastcn- cr system rnust be adcqualoiy sized. Unit is load rated to support a weight of 500 lbs (226,5 1 at Front edge whet properly installed a-nd h been tested to stk �sful ly hold a wei8fit in "ces9 of 1000 lb-5 (453f6 kg)- MATfr RIAL9 Tube, 19 gauge (,048" [ 1.22] d&l), typL- 304 stain]ess ADD, 1" diarneter [025] and 1-114" [32] square. Unit - Mod all welded crostmwtion- Exposed Surf have satin finish- Edgos € nd comem are rn::iju:W aril buff free~ Frame is field reversible for either left or fight hmui Flan -. 3f 16' [4,8], Cypc M stainlms nxL. F.xpowd iiurfaccs haws: saCin finish. Fd 4irc TWi usc`d and burr ftee- Bracket; lb gauge (A6" [1,52] thick), t}pc 304 stainless zit 1, Exposed surfsm haw s96rr finish, Fd -ormrs are radiused wid burr free. Seat,. Solid Mcnolic L-shape l " x 3 3 " x 21-1I2" [13 x 838 x W] nonporous spat has whits top an,d bottom rf vtiith rni-glix. fmi:5h xW black Ogvs with rWiused and burr free ukwneri. Sett tP Aall field reversible for left ar right hart,_ Seat tqp shaLl have &Lots for water drainage and user slip re- sistanoe, Mounting hardware is smooth stainless swel dome head carriage bolts w1th acorn nuts on bot- tom, Sprung: Stainless Steel wire, Type 304, OIL 2752" [021,61 Body Coils x 2.14' [57,2] Body Length x. 085" [I ,2] wire diameter, OPERATION Fold -up Shower Seat requires only one !rand operation to manually lower to horiaamal position for use or raise for departare and arrival. Guide bracket with spring detent prevents scat from dropping and provides positive supp❑rt in tiogo position w vwL:ll as spring backed �itv:-mgo pumitkm. TM WW IFACT UlMt 9ZSM S7 TM RGrR TO UM CKYI AI 114 icwh UN C! mh m7 wn-aw roR u& wn GS 'Ps■ &WK W 1224 1 441 Saw MO) Rruer %ad, Yomfors, NY 110701(9f 4) 4 76-90X r"lmIk. 3-99 SHOWER CURTAIN ROD W17H GONCEALED MOUNTING FLANGES QTY - 6 510, C36r O 06-UKO — — t31 SrAINUESS STEEL I SPEiC=O w SCHEW E rer MAX e16' FIIN 17JS+'(&7nn)DLk HOLES TO SUrr Na LO &MEV.$ I PROVIDE HEAVY DUTY CURTAIN ROD (MODEL 1214) AT ALL SHOWERS. VERIFY REQUIRED LENGTH NEEDED SpffCIRIC'..bjJOS PER SHOWER. eShv6ocf C�Irl�Slrl RkxlLail {'onwl. Mmiling I�g AM hilr� maxi -I L'IR 0y I" il;Lml;� ILR)r'rA. �;nV;'U.Fe I' pia, Sul 4 '•,L(r[q{d AMI%IL %lla11 he M11111 flu 1110141 �e rpubmiol 4lilriq ship111t711 n'll ll ;L phl'tiv f q, IdmLpll Shall h4 ;1s N 'Fi1;1.l. CL11144a164L 14iI onliq Flirt#cx sha11 br chrminlc pleled brass with a satin Finish. J air of flarspcs,hplL ►•ach caiiisi ora wall nS urding WE and a locking 9locYc. Qx Sleeve shall h3i r k 1king scree Lo pmvkLm rad ram on. Mcuncirlg lgti Oull be pr"A-d wish J21 ffKmdng halLL5 In aCCCpt d 10 round or pan Krad Berms l Furnished by dlkn). 5hlvnxrCurtain Rod 4iith CimmltLd 5Iminling llwnM AvIll he 11oftl V 1224-XXX as Falbricnied by Ameriwntiptcinllk-L frw-•441 Swi; Mill RI-Lvr Rad, 1 urikcm. Nsm Ynrk I IFN 1-4911 ORDFIRING NOTE Select IcrLgLb in inks fix, 48, K 12Cj to crcale Part Sp" Crdcr Dumber 4 i.e. 1224- 0j. '�A I,1,ATION jx ilLxl;ll ILJ ilk xlrLjiSllL sPLILM b�.'LWW LxVx (20 MQWIi jg jlMW;N. RLNIk 1ijidijl�r 1hjM 7$" t I R�9mlkj) r4µi(4 Wili1Lu li;ilw . 11.1&1 41 IA. For Iles Y. I l I I tiL; 6rd Jmv&rr cLon airl nxmle-L }+k`a 12M or 12(&V ha4Lr1j; "12" t 1Mr1rn) kdiVIh an11 Ord h1LQk% hALukI -NP12(&SI IL1 unit 4w aId beimmallc Lvrhh mdcarnLediw 74- 1-741992mvn) AFFmb7"(I742nrn)above tubryrn La ohmicVll52rnm] Lk1L1 m overlap. Ace"aa rl+ Sv"IaWn AMER ICAN olsnws{w Desert Rau huftrS MTROMS 3.H4*"F&Cr Kp gESE RiES rwE N*wr W WMEPaHSES W DESIG+OA. CL 1LMQWAI IIIC41 9,-9.6ULL KI" . WOOe-L rqQ: 1214 A ERICA SPECIALTIES, L TIES, INC. issu D: 1-87 AMd47 , $wr rtdmQ Rfv r R ri. �'pr�kers, h�Y 7�T�Y i4J �6.9000 REVISED! 44GA I HEAVY-DUTY SHOWER CURTAIN ROD I 07/32} 4 5.5hh I # 10 FLAT HEAD SCREWS 3 ED. I 1r24 �r I - F I-, d I I �y' I I 02."- L67.nn] O ] x i255hnI dz_�-1 G'' �J'E LFJCATIQN Hmvv-Duty Eli" L:r Cu iain Lead with flanges AuLL be fabricated of slLcy L B-S stemless mocl, type; 304. Tklbing shaLl he 20 geuge_ L" dim. wi4h a salin f nkh amd shall be pmUwtei dunng 9hiF n cnt with & FOE is bag 1 jWh shall be 4m 9pccif Gi F13IgeS shall he provided with (3) dimpkd L3r64" (5-2mm) dlla holes to sect ptM 10 oval head screws (fLLmished by nnccm)- FICAVY- Uty `0UWCr CETl!Aio Rr3d with t.spQStmj Mokinling H7pngcN t* KWd M 1214-;tXX Its mMnufmlurvd tr Americmn Speelnllim I Ac„ L14I ti:mw M it I Ri%-Vr Rood, Yon ktrs, Neyr York 10701-4913 OR NOM ticlt%;L I"h ire ni xha (i.c. (MS, ] 20) to orvat: Furl Sp►x (rder Nungr (i.e. 1294- Oft L"'fALL+.+:Rin Rod is iwa d in striW)m smlk l bdwtxn two (2) mounting %mg=s. Hod k ihun 7 " 18�9omn} nayl o►aling hang N1ucL�l M ] 22I-C] 8. ]'cam kip wv b srauidurd shckwcT cuotmk TRWtd !+a°'s 110 or 120OLN huving 7V (I 92%mro) lmgh and 4,IwK d houks {Nlu&l N° ] 200-SHU) omit should be immklked with and iarn4cd c 74-1+2" (L#L nan) A E' or 6r (1w2imm) abovt� tub nm to obtain 6" [] S2mm) bu+laum uvffbp. Accesiury Specialtieg AMERICAN MBPENSER Ntm Rq Produm iIaT1 ou . TMf& kiNAWACRREF U MR%M TFEWK T8 WME CNANGE B N OB iM OR DNENSP6MP4>9 P A AL hMICE ,ASi441 Saw Bill F&A%sr Road, Yankers, 14Y 10701 (914) 475.9WD * (914) 4715.OG8B www.americalispacialiius_uLan VINYL SHOWER CURTAIN �a NT '!35 yym Ed SPECIFICATION MODEL ISSUED, REVISED; 1200-V 01-87 03 JUN 20 19 tUITE ALL 0IW-8 14CH EM611 ILLUBrRATION FOR RE 0HLY AND NN Sher Curtain shell >.-�e fabricated of ,00$25" [0,211 thick PVC sheet treWd with a bcwd spectrum antimicrobial uWt to Inhibit tEw grwAth pf Amo, �tcria] and ApL1 flrgani5rn5_ Pratcctipn agm4 $hall remain in effect after rapccd Iqw- Lempffmiure mild sWvp washing and air -drying cy,21c& Tup hem sha lL be I -UT [38] wide, hacking reinfumed and hrat- sealM above and below grommet row. l3nom heal and velicai edges shalt be plain edge. Clear anodized aluminum gram. mets with "" insidc damrtcr [09,5] Mali h,- maehincd into top hcm at i-l)2" ± 1)2" [ L f -- I � ] intrGrVRIS On CCM r.rS 9tsrdng at I-114" =6 1W [32 =6 6] "es. Color shLLIL be white. Pmlterft i$ S= SueSde Pebble Emboss -* SS9700_ H%tive inhi- bition has been demonstrated via testing in accwdmoe with ASTM 02190. ASTM E1429 and AATCC Test Method 147- 1948. Vinyl Shower Curtain shall he Made1 NI~ 11M-Vxa (speciry size per chart) of American Speci$Ities, Inc,, Yonkcrs, NV 10161-4913 11 STALLATION FoT openings up to 42' [1106A wick curtains should N specifLod an additional .6" [152] wider than opening nd 12' [] w[der far opffnings exceeding 42" [1067]. Sh��u�r carrtaiTa shrruld he aLfaeh�Yl with hrrok� ncrt prcr�riduda rlydLx separatel} t� rod (not provided, orderseparately). Curtain hooks Model Ne 12 Sf Ili we rec inmeaded, SIZE SPECMC ATION {}eEN, INCr xx 01FENInr� xx OFENING xx 3T [ WI 361901 01 42" f 106'?l 49" r s 2I9l WR f L67A] ?2' V 8291 36[)141 42^[1Wl 41"rL2L91 Wr15241 72"[L8291 W12L341 FIWX� (:Q NT (72R"F1t,j 1,4jQQF::-FE13) RF:{jUIUPS r-I)FrrArN R-IFYr13 HOOK CO1JNT CURTAIN Wi Yrli HOOK CDUNT C RTAIK WIDTH FIMK CQI,-W a aN„ [L2L91 k ,1- [1N241 12 .: 1106,?] ? *- [ L 5241 Lin R-V' [21 341 14 rimumuiricrutmmim,uTNcwgTTouA co- iiNQcwhUmo mhms. wrmirrro m&Moms AMERICAN SPECIALTIES, INC.MODU NO; 1 00- H U fm 447 Sew MR AI&r Yonfrr9,z, NY T070T (914) 476-9000 I$5UED. 0147 wvrrr,arrreric@swE rdgfUe-5 rim REV13ED! 01-M STAINLESS STEEL SHOWER CURTAIN -HOOK 1 ' ~ l4 1)l r NOTE: ALL DLM'S ARE INCH IMMI y 1351 H HOOK IN CLOSED POSITION HOOK IN OPEN FOS ITI ON SPECIFICATION Shovtz Curmin Hook shall be fabricate of Mx 304 sWnless stecl alloy 18-8. Solid formed wiTc shall be .098" dknwwr (02.5) with a bri& finish. Kook shall have a fomwdx1ainertohhald ftwe ,dcUned and shall acconunDdate I " w 1-1 /4" Jii ncter (025 to 032) -�:urtiin RWs_ talydo%Steel Shower Cu rtaha I FrPok shaE be Model Ne 120(P91Ila of American Spaialt9cs, Inc., Yon kur,. NY 10701 13 INSTALLATION Open hook and slip overshower ,fin rod (specified separaMy). HarLp &Lower certain (specified sepamtely) oJi ,-null hook. Cinw h x)k free end into n Qilner na hrK)k enwl. ❑P RATioN gasping hook in both hands. use the thumbof one haTLd to push the hanger hook in and to Ono sl&-. Rcleasc thumb pmsufe allowin top hook to bypass and extend ogee the bottom hook- Slip the hook over the. sk weer ��rTain r�xl ��pcx�i��cl xx�a�lY�, }�RGrbangingshr�w�r4�utuin ��p'r�iTi�r� �palY� use tl•lumbgT��a�r� � r-oplace the free leg of the hook onto the bomxn hook lea -retainer. Accemiury Specialties AMERICAN OIBPENSER D&tm Rq Pta-ftmae Viffmou . TMf& kiNAWACRREF U MR%M TFEWK T8 WME CNANGE B N BB iM OR DMEH oFYavdMIX P A AL hMICE ADDED SHEET ASS Af xv)cweskx w Aboewl Us C:. I." „n, pl-J, , ,t, 5: — PrnA,<ts Ts<hnca' Dino Shsols Spc nCA4.xrs Ibacurr.s r. d a 14-(.ro—PS11sv ASI Accos.a Sim cmtorN 3Rf0•P HORIZONTAL GRAB BAR, 30" X 18' —PEENED fh<lf.roo 1A41 w%W aw rourang flw4P dmpMa tc t010-41 acIwvs �M tor[ss1sA mouMnO R�� 013.1'' k Ta nr+ O 0 d4malst wslh 2 act" ho'.s aM 3 bding Ampbn; I.tp 13 mml thi* hTM 301 awrrnss arias,. Caw w tw* 3*6 sra••tsss atos+ with a aatln nosh arW 22 20.9C 1314- 181 Tml ON"~. S'4 /lanpa ll.ICY O D..P*~ - Hwu% ul Grab 84F. 30' t 18- me" opoom mop CURRANYOUN6OO PCO #025 Curran Young Construction 27399 Riverview Center Blvd, Suite 104 Bonita Springs, Florida 34134 Phone: (239) 829-8378 Project: 21004 - East Naples Welcome Center 3550 Thomasson Drive Naples, Florida 34112 Prime Contract Potential Change Order #025: Add Ambulatory Stall at Men's Restroom TO: Collier County Board of County FROM: Curran Young Construction Commissioners, FL 27399 Riverview Center Blvd Suite 104 c/o Facilities Management Division, 3335 Bonita Springs, Florida 34134 Tamiami Trail East Naples, Florida 34112 PCO NUMBER/REVISION: 025 / 0 CONTRACT: 1 - East Naples Community Park Welcome Center PO#4500210601, Collier County Project #80414 REQUEST RECEIVED FROM: CREATED BY: Carey Foley (Curran Young Construction) STATUS: Pending - In Review CREATED DATE: 1/20/2022 REFERENCE: PRIME CONTRACT None CHANGE ORDER: FIELD CHANGE: No LOCATION: ACCOUNTING METHOD: Amount Based SCHEDULE IMPACT: 3 days PAID IN FULL: No EXECUTED: No SIGNED CHANGE ORDER RECEIVED DATE: TOTAL AMOUNT: $1,347.15 POTENTIAL CHANGE ORDER TITLE: Add Ambulatory Stall at Men's Restroom CHANGE REASON: Design Development POTENTIAL CHANGE ORDER DESCRIPTION: (The Contract Is Changed As Follows) Add Ambulatory Stall at Men's Restroom An ambulatory stall was thought to be needed at the Men's restroom due to the quantity of total stalls in the space. The existing walls and plumbing are installed per contract drawings. RFI 40 was answered by Jacobs with direction to achieve a new layout with an ambulatory stall. This directive will create a significant cost and time impact to the project. CYC and our subcontractor in coordination with the County is hoping the achieve resolution that will minimize the cost and time implications. RFI 54 was answered by Jacobs with direction to achieve a final layout with an additional ambulatory stall in a different position that is more feasible. Plumbing and partition adjustments are much less difficult. CYC was able to accommodate for the ambulatory requirements by relocating a sink to mitigate cost. ATTACHMENTS: PCO 025 - Bears CO 01.pdf # I Budget Code Description Amount 1 22-100.SUB Plumbing Sub.SUB $1,283.00 Subtotal: $1,283.00 Fee (5.00% Applies to all line item types.): $64.15 Grand Total: $1,347.15 Curran Young Construction Page 1 of 2 Printed On: 3/20/2022 05:12 PM cueRANvouNa*O Nicholas De Ciccio (Jacobs) 5801 Pelican Bay Blvd., Suite 505 Naples, Florida 34108 Collier County Board of County Commissioners, FL c/o Facilities Management Division, 3335 Tamiami Trail East Naples, Florida 34112 PCO #025 Curran Young Construction 27399 Riverview Center Blvd Suite 104 Bonita Springs, Florida 34134 SIGNATURE DATE SIGNATURE DATE SIGNATURE DATE Curran Young Construction Page 2 of 2 Printed On: 3/20/2022 05:12 PM Bear's Plumbing 1900 Trade Center Way Naples, FL 34109 239-597-2951 Fax - 239-597-2954 TO: Company : Curran Young Construction Attention : Jamie We hereby agree to the change(s) specified below: CHANGE ORDER CO Number 1 Date 01/31/2022 JOB SITE INFORMATION: Job Name Naples Community Welcome Center Job Number 21040 Job Phone Number ( ) Rerouted water closet and handicap sink for ambulatory water closet per revised drawings. Work done. 1 /31 /2022 Total: $1283.00 We agree to make the change(s) specified above at this price Sub Con tr ctor Signature Date Previous contract amount Revised contract amount $1283.00 ACCEPTED - The above prices and specifications of this Change Order are satisfactory and are hereby accepted. All work is to be performed under the same terms and conditions as specified in the original contract unless otherwise specified. General Contractor Signature Date cuew►HvouNa*O Curran Young Construction 27399 Riverview Center Blvd, Suite 104 Bonita Springs, Florida 34134 Phone: (239) 829-8378 PCO #026 Project: 21004 - East Naples Welcome Center 3550 Thomasson Drive Naples, Florida 34112 Prime Contract Potential Change Order #026: Electrical Subcontractor PCO #6: HVAC Breaker Change TO: Collier County Board of County FROM: Curran Young Construction Commissioners, FL 27399 Riverview Center Blvd Suite 104 c/o Facilities Management Division, 3335 Bonita Springs, Florida 34134 Tamiami Trail East Naples, Florida 34112 PCO NUMBER/REVISION: 026 / 0 CONTRACT: 1 - East Naples Community Park Welcome Center PO#4500210601, Collier County Project #80414 REQUEST RECEIVED FROM: CREATED BY: Carey Foley (Curran Young Construction) STATUS: Pending - In Review CREATED DATE: 1/21/2022 REFERENCE: PRIME CONTRACT None CHANGE ORDER: FIELD CHANGE: No LOCATION: ACCOUNTING METHOD: Amount Based SCHEDULE IMPACT: PAID IN FULL: No EXECUTED: No SIGNED CHANGE ORDER RECEIVED DATE: TOTAL AMOUNT: $590.10 POTENTIAL CHANGE ORDER TITLE: Electrical Subcontractor PCO #6: HVAC Breaker Change CHANGE REASON: Field Condition POTENTIAL CHANGE ORDER DESCRIPTION: (The Contract Is Changed As Follows) Electrical Subcontractor PCO#6: HVAC Breaker Change: Furnish and install (1) 20 amp 2 pole breaker in Panel WCP1, for the Mechanical Control Panel. - This is currently show on circuit 35 as a 20 amp, single pole, but needs to be a 208 volt circuit per HVAC equipment requirements Existing 20 amp, single pole breaker on circuit 35 of panel WCP1 will become a spare breaker. ATTACHMENTS: ST21301-East_ Naples_Welcome _Center-006-HVAC_Panels-2022-01-07 (1).pdf # I Budget Code Description Amount 1 26-110.SUB Electrical Sub.SUB Electrical Subcontractor PCO #6: HVAC Breaker Change $562.00 Subtotal: $562.00 Fee (5.00% Applies to all line item types.): $28.10 Grand Total: $590.10 Nicholas De Ciccio (Jacobs) 5801 Pelican Bay Blvd., Suite 505 Naples, Florida 34108 Collier County Board of County Commissioners, FL c/o Facilities Management Division, 3335 Tamiami Trail East Naples, Florida 34112 Curran Young Construction 27399 Riverview Center Blvd Suite 104 Bonita Springs, Florida 34134 SIGNATURE DATE SIGNATURE DATE SIGNATURE DATE Curran Young Construction Page 1 of 1 Printed On: 3/20/2022 05:18 PM Arrow Electric, Inc. 15900 Old 41, Suite 130 Naples, Florida 34110 PCO #006 Project: ST21301 - East Naples Welcome Center 3550 Thomasson Drive Naples, Florida 34112 Prime Contract Potential Change Order #006: HVAC Panels TO: Curran Young Construction FROM: Arrow Electric, Inc. Florida Office 27399 Riverview Center Blvd Suite 104 15900 Old 41 Rd., Suite 130 Bonita Springs, Florida 34134 Naples, Florida 34110 PCO NUMBER/REVISION: 006 / 1 CONTRACT: 1 - East Naples Welcome Center Prime Contract REQUEST RECEIVED FROM: CREATED BY: Bryce Ward (Arrow Electric Inc.) STATUS: Pending - Pricing CREATED DATE: 2/1/2022 REFERENCE: PRIME CONTRACT None CHANGE ORDER: FIELD CHANGE: No LOCATION: ACCOUNTING METHOD: Unit/Quantity Based SCHEDULE IMPACT: PAID IN FULL: No EXECUTED: No SIGNED CHANGE ORDER RECEIVED DATE: TOTAL AMOUNT: $550.00 POTENTIAL CHANGE ORDER TITLE: HVAC Panels CHANGE REASON: Client Request POTENTIAL CHANGE ORDER DESCRIPTION: (The Contract Is Changed As Follows) - Furnish and install (1) 20 amp 2 pole breaker in Panel WCP1, for the Mechanical Control Panel. This is currently show on circuit 35 as a 20 amp, single pole, but needs to be a 208 volt circuit. - Existing 20 amp, single pole breaker on circuit 35 of panel WCP1 will become a spare breaker. ATTACHMENTS: ST21301 CO #6 R1 Breaker Quote.PDF , _ST21301 CO #6R1 Take Off.pdf # Budget Code Description Qty Units Unit Cost Subtotal 1 L Labor Electrician 3.77 hours $72.54 $273.48 2 L Labor Indirect Labor 1.0 hours $72.54 $72.54 3 M Materials Miscellaneous Material 1.0 lot $131.25 $131.25 4 E Equipment Equipment 0.0 lot $0.00 $0.00 5 O Other 1 % - Safety & Miscellaneous Other Items for Direct Job Cost 1.0 ea $4.77 $4.77 6 O Other 2% - Warranty 1.0 ea $9.56 $9.56 Subtotal: $491.60 Sales Tax (7.00% Applies to Commitment and Materials.): $9.19 Overhead/Profit (10.00% Applies to Other, Professional Services, Owner Cost, Commitment, Materials, and Labor.): $49.16 Grand Total: $550.00 Curran Young Construction 27399 Riverview Center Blvd Suite 104 Bonita Springs, Florida 34134 Arrow Electric, Inc. Florida Office 15900 Old 41 Rd., Suite 130 Naples, Florida 34110 SIGNATURE DATE SIGNATURE DATE SIGNATURE DATE Arrow Electric, Inc. Page 1 of 1 Printed On: 2/1/2022 01:02 PM Job ID: B-21073 Project: East Naples Community Park Welcome Center arrow electric lac f co: ST21301CO#6: HVAC Panels Takeoff 1 Feb 2022 12:31:17 Phase: DEMO Material Material Labor Labor Item # Qty U/M Q/M Size Description Unit Result Unit Result 180833 1.00 EA M 20/2 BOLT -ON BREAKER 79.0100 79.01 0.5200 0.52 70286 50.00 FT M 12/2 MC CABLE - ALUM JKT W/G -0.5775 -28.88 0.0300 1.50 70287 50.00 FT M 12/3 MC CABLE - ALUM JKT W/G 1.6223 81.11 0.0350 1.75 Phase Totals: 131.25 3.77 Job Totals: 131.25 3.77 ARROW ELECTRIC, INC. 857 Reynolds Industrial Park Road Phone: (724)646-1903 Greenville, PA 16125 Web: Page 1 of 1 e GraybaR. 800 INDUSTRIAL BLVD NAPLES FL 34104-3619 Phone: 239-643-4000 Fax: 239-643-3137 To: ARROW ELECTRIC, INC. Date: 01/10/2022 15900 OLD 41 N STE 130 Proj Name: WELCOME CENTER NAPLES FL 34110-8503 GB Quote #: 0239699809 Attn: Bryce Ward Release Nbr: Phone: 724-646-1903 Purchase Order Nbr: Fax: Email: STEVEN.LLORCA@GRAYBAR.COM Additional Ref# Valid From: 01/10/2022 Valid To: 02/09/2022 Contact: STEVEN LLORCA Email: steven.11orca@graybar.com Proposal We Appreciate Your Request and Take Pleasure in Responding As Follows Item Item/Type Quantity Supplier Catalog Nbr Description Price Unit Ext.Price 100 1 EA SQUARE D CO. QOB220 CB 120/240V $79.01 1 $79.01 20A/2P BOLT ON GB Part #: 88243083 UPC #: 78590141686 Total in USD (Tax not included): $79.01 This equipment and associated installation charges may be financed for a low monthly payment through Graybar Financial Services (subject to credit approval). For more information call 1-800-241-7408 to speak with a leasing specialist. To learn more about Graybar, visit our website at www.graybar.com 24-Hour Emergency Phone#: 1-800-GRAYBAR Subject to the standard terms and conditions set forth in this document. Unless otherwise noted,freight terms are F.O.B. shipping point prepaid and bill. Unless noted the estimated ship date will be determined at the time of order placement. Page 1 of 2 To: ARROW ELECTRIC, INC. Date: 01/10/2022 15900 OLD 41 N STE 130 Proj Name: WELCOME CENTER NAPLES FL 34110-8503 GB Quote #: 0239699809 Attn: Bryce Ward Proposal We Appreciate Your Request and Take Pleasure in Responding As Follows TERMS AND CONDITIONS OF SAt,E C 1. ACCEPTANCE OF ORDER; TERMINATION -Acceptance of any order is subject to credit a proval and acceptance of order by Graybar Electric Company Inc. ("Graybaz") and, when applicable, Graybaz's suppliers. If credit of the buyer of the goods or services ("Buyer ) becomes unsatisfactory to Graybar Graybar reserves the right to terminate upon notice to Buyer m&without Hit ifi to Graybar. 2. PRICES AND SHIPMENTS -Unless otherwise quoted, prices for goods shall be those in effect at time of shipment, which shall be made F.O.B. shipping point, prepaid andbill. Unless otherwise indicated in the a plicable quotation or statement of work, prices for services shall be those m effect at the time of completion. The contract price for goods and or services shall be increased by the amount of any applicable tariff excise, fee, assessment, levy, charge or duty of any kind whatsoever, imposed, assessed or collected by any govenmrental body, whether or not reflected hr the costs charged to Graybaz, and Graybaz may increase its cost for ggoods and or services appropriately to take into account such increases m Graybaz' s costs. 3. RETURN OF ii00DS -Credit maybe allowed for goods returned with prior approval. A deduction may be made from credits issued to cover cost of handling. Returns will not be accepted for services or any material which has been modified at the request of or by Buyer. In addition no custom orders may be returned. 4. TAXES ces shown do not include sales or other taxes imposed' on the sale of goods or services. Tares now or hereafter on upon sales, shipments or services will be added to the purchase price. for a ees to reimburse Gra bar for any such tar or provide Graybaz with arceptable tax exemption certificate. 5� DELAY IN DELIVERY -Graybaz is not to be accountable for delays in delivery of goods or services occasioned by acts of God failure of its suppliers to ship or deliver on time or other circumstances beyond Graybaz' s reasonable control, including, but not limited to,, sourcing shipment or delivery issues caused by, related to or resulting from Cl)VID-19 or other similar national or global health situations. Factory shipment or 7. LIMITATION OF LIABILITY -Buyer's remedies under this agreement are subject to any limitations contained in manufacturer's terms and conditions to Graybar, a copy, of which will be famished upon written reqquest. Furthermore Graybar' s liability shall be limited to either reuair or replacement o4"the goods, re -performance of the services, or refund of the purchase price, all at Graybar s option, and IN NO CASE SHALL GKAYBAR BE LLA$LE F'OR INCIDENTAL, SPECIAL, OR CON SEQUENTIAL DAMAGriS. hi addition claims for shortages other than loss in transit, must be made in writing not more than five (5) days after receipt of shipwent. Unless otherwise agprreed in the applicable statement of work, acceptance of services will occur not more than five (5) days after completion of erformance. 8. WAIVER -The failure of Gmybar to insist upon the performance of any of the teens or conditions of this agreement or to exercise any right hereunder shapll not be deemed to be a waiver of such terms, conditions, or rights in the fture nor shall it be deemed to be a waiver of any other tens, condition, or right under this agreement. 9. MODIFICA'ITON OF TERMS AND CONDITIONS -These teens and conditions, and any associated statement of work, supersede all other communications negotiations, and prior oral or written statements regarding the subject matter of these terms and conditions. No changge, modification, rescission, discharge, abandonment, or waiver of these terms and conditions shall tie binding upon Graybar unless made in writing and signed on its behalf by a duly authorized representative of Graybar:No condi�tinons eupsage of trade course of dealing or performance, underst yanading or agreement, purporting to modify, vary, explain, or supplement these 10li s do ELS hWhenlGra bar sniacs reptumable eels a ° el dey o gmaa bein hided iu the invo ce.yThe B �e rshould cBo tact the nearestn(iradbazise ce locarion to r s se f �th hereloeemeda material alteration hereof. 11. CERTIFICATION ras. y of ere certifies that these goods were produced in compliance, with all applicable requirements of Sections 6 7 and 12 of the Fair Labor Standards Act as amended, and of regulations and orders of the United States llepartment of Labor issued under Section 14 thereof. This agreement is subject to Executive Order 11246; as amended, the Rehabilitation Act of 1'973 as amended the Vietnam Veterans' Readjustment Assistance Act of 1974, as amended E.O. 13496, 29 CFR Part 471, Appendix A to Subpart A, and the corresponding regulations, to the extent required by law. 41 CFR 60-1.4, 60-741.5, and 60-250.5 are incorporated herein by reference to the extent legally required. gu (12CPA) (15 UE.S C. ggCORRUPTgg7t. s q.) irrespective the of the pla eaof perfolrymanceapplicable and (ii) laws and regulations imeplemneutu agnthe Organizati u for EconomicuClo peration(anthe Development s ConventiCorrupt n on CombatingAct Bribery of Foreign I V] is Officials in International Business Transactions, the U.N. Convention Against Corruption, and the Inter -American Convention Against Corruption in Buyer s country or any country where erformance of this meementyor delivery of goods wer shall not assign its ailgllh�occur.3. ay p my such assignment without such consent, shall be void. Sttate of GENERAL a I ble o contracts to -be loaned and clerical ullts or y perforomed itbmyth Statte f M s sours h tjio t gi acknowledgment ate its duties hereunder or any interest herein without thet oothe ch ice or conflicts or written consent of f aw correction. ioThis s thereeo All suirts arse no fr m orr cone rain o h s agreement shall bepf filed in the Circuit Court of St. Louis County Missouri, or the United States District Court fdrr the L�,astern District of Missouri, and no other place unless otherwise determined in Graybar's sole discretion. Buyer hereby irrevocably consents to the 'urisdiction of such court or courts and agrees to appear in any such action upon written notice thereof. 15. PApeYMENT Titted yP.RMS - Payment terms shall�e as stated on Gra by bar' s invoice or as othebr�wise mutually agreed. As a condition golf the sales agreement, a monfld service charge of the lesser of 1-1/2%porr the maximsuch laws,EE0, at ous anduideacknowledges rs olndm e law may b d to f that applicable, t sal ts not l eauoements of tlnternat ootal'f a fie io compliance Repwlations aani�orlthe Ex obi[ Admi n States olaws, A t ress, and Discover credit cards are accepted at pegmatibe amended oin sBBurer__ aprer a�eesmgl rwith ih all expor, las arepplicable, it will not disclose or exportmy technical data received under this order to any countries for which the United States government requires an export license or other supporting documentation at the time of export or transfer unless Buyer has obtameMnor written authorization from the United States Office of Export Control or other authority responsible for such matters. 17. CANCP,LLATION- CHANGES h'OR SERVICES- Buyer may cancel or make changes to a statement of work up to five (5) business days prior to commencement of the work. All changes and cancellations after such date are subject to Graybar's prior written approval in Graybal sole and absolute discretion. Buyer shall pay to Graybaz amounts necessary to cover cancellation, restocking fees and other charges applicable to the cancelled goods or services including those in or committed to by Graybar. Signed: This equipment and associated installation charges may be financed for a low monthly payment through Graybar Financial Services (subject to credit approval). For more information call 1-800-241-7408 to speak with a leasing specialist. To learn more about Graybar, visit our website at www.graybar.com 24-Hour Emergency Phone#: 1-800-GRAYBAR Subject to the standard terms and conditions set forth in this document. Unless otherwise noted,freight terms are F.O.B. shipping point prepaid and bill. Unless noted the estimated ship date will be determined at the time of order placement. Page 2 of 2 wrew►NrouN60O PCO #027 Curran Young Construction 27399 Riverview Center Blvd, Suite 104 Bonita Springs, Florida 34134 Phone: (239) 829-8378 Project: 21004 - East Naples Welcome Center 3550 Thomasson Drive Naples, Florida 34112 Prime Contract Potential Change Order #027: Add Conduit, Power and Card Readers TO: Collier County Board of County FROM: Curran Young Construction Commissioners, FL 27399 Riverview Center Blvd Suite 104 c/o Facilities Management Division, 3335 Bonita Springs, Florida 34134 Tamiami Trail East Naples, Florida 34112 PCO NUMBER/REVISION: 027 / 0 CONTRACT: 1 - East Naples Community Park Welcome Center PO#4500210601, Collier County Project #80414 REQUEST RECEIVED FROM: CREATED BY: Carey Foley (Curran Young Construction) STATUS: Pending - In Review CREATED DATE: 1/21/2022 REFERENCE: PRIME CONTRACT None CHANGE ORDER: FIELD CHANGE: Yes LOCATION: ACCOUNTING METHOD: Amount Based SCHEDULE IMPACT: 10 days PAID IN FULL: No EXECUTED: No SIGNED CHANGE ORDER RECEIVED DATE: TOTAL AMOUNT: $39,319.35 POTENTIAL CHANGE ORDER TITLE: Add Conduit, Power and Card Readers CHANGE REASON: Client Request POTENTIAL CHANGE ORDER DESCRIPTION: (The Contract Is Changed As Follows) Add Conduit, Power and Card Readers: - Stakeholders have requested multiple additional power sources and low -voltage conduit, etc.: 1. 3 Cared Readers raceways 2. Low Voltage Conduit 3. Low Voltage Power Requested ATTACHMENTS: PCO 07B - Low-V Power Requested.pdf , PCO 07A - Low-V Conduit.pdf , PCO 04 - Card Readers.pdf # Budget Code Description Amount 1 26-110.SUB Electrical Sub.SUB Add Conduit, Power and Card Readers $37,447.00 Subtotal: $37,447.00 Fee (5.00% Applies to all line item types.): $1,872.35 Grand Total: $39,319.35 Curran Young Construction Page 1 of 2 Printed On: 3/20/2022 05:26 PM cueeaNrouNaDO Nicholas De Ciccio (Jacobs) 5801 Pelican Bay Blvd., Suite 505 Naples, Florida 34108 Collier County Board of County Commissioners, FL c/o Facilities Management Division, 3335 Tamiami Trail East Naples, Florida 34112 PCO #027 Curran Young Construction 27399 Riverview Center Blvd Suite 104 Bonita Springs, Florida 34134 SIGNATURE DATE SIGNATURE DATE SIGNATURE DATE Curran Young Construction Page 2 of 2 Printed On: 3/20/2022 05:26 PM Aanei� Arrow Electric, Inc. 15900 Old 41, Suite 130 Naples, Florida 34110 PCO #007A/B Project: ST21301 - East Naples Welcome Center 3550 Thomasson Drive Naples, Florida 34112 Prime Contract Potential Change Order #007A/B: Low Voltage Work Price A&B - Revised Per Onsite Meeting 2/4/22 TO: PCO NUMBER/REVISION: REQUEST RECEIVED FROM: STATUS: REFERENCE: FIELD CHANGE: LOCATION: SCHEDULE IMPACT: EXECUTED: Curran Young Construction 27399 Riverview Center Blvd Suite 104 Bonita Springs, Florida 34134 007A/B / 0 Pending - Pricing No No FROM: Arrow Electric, Inc. Florida Office 15900 Old 41 Rd., Suite 130 Naples, Florida 34110 CONTRACT: 1 - East Naples Welcome Center Prime Contract CREATED BY: Bryce Ward (Arrow Electric Inc.) CREATED DATE: 2/11/2022 PRIME CONTRACT None CHANGE ORDER: ACCOUNTING METHOD: Unit/Quantity Based PAID IN FULL: No SIGNED CHANGE ORDER RECEIVED DATE: TOTAL AMOUNT: $37,447.00 POTENTIAL CHANGE ORDER TITLE: Low Voltage Work Price A&B - Revised Per Onsite Meeting 2/4/22 CHANGE REASON: Client Request POTENTIAL CHANGE ORDER DESCRIPTION: (The Contract Is Changed As Follows) Black - Original Approved CO Scope, Red - Revised CO Scope Per Onsite Meeting 2/4/2022. CO #7A: 1. Furnish and install (1) 2" EMT conduit stub up on the East Wall of Data Center Room 105 to above ceiling. Includes pull string. 2. Furnish and install (2) data drops at the Pro Shop counter - (1) on each side. Includes pull strings. 3. Run (4) speaker wires from Room 105 to (4) speaker locations in Pro Shop. Mount 4" round boxes on to spreader bar with a blank plate. 4. Run (6) speaker wires from Room 105 to (6) speaker locations in Room 116. Mount 4" round boxes on a spreader bar with a blank plate. 5. Run (2) speaker wires from Room 105 to (2) speaker locations at East side exterior of building. Mount 4" round boxes to spreader bar with blank plate. 6. In Room 116, mount (3) 10x10x6 metal junction boxes We will mount them so that the covers will be flush with the ceiling. Run a 2" conduit from box to box to box and back to Room 105 to 36" AFF. 7. Add Door 104A to card reader list (12 total doors). 8. Run 1 1/2" EMT to (3) 10x10x4 junction boxes one at each end, and on in the middle. This will be done on the North and South sides of the building. A 1 1/2" conduit will come out of each center box and go to Room 105. At each exterior camera location, we will install a 4x4x2 PVC junction box for surge protection. Also, an isolated ground will go to each exterior camera location. Either to building steal or to Panel. 9. A 3/4" EMT conduit will be ran from Room 105 to center of Room 116 for WAP. 10. A 3/4" EMT conduit will be ran from Room 105 to center of Room 101 for WAP. 11. Run (2) 2" EMT conduits from East wall of Room 105 to Room 108. One to East wall and one to the West wall. Confirm exact locations with data and security contractor. 12. Run (1) 2" EMT from West wall in Room 108 to ceiling of Room 106. Confirm exact location with data and security contractors. • Furnish and install 1 1/2" EMT conduit daisy chained to (6) outside camera locations. Does not include box. Access panel to be furnished and installed by others. Conduit will be ran to (6) camera locations and back to data closet. Includes pull strings. Removed • Furnish and install 1 1/2" EMT conduit daisy chained to (4) speaker locations in each corner of the Pro Shop. Does not include box. Conduit will be ran to (4) locations with 8" holes for speakers back to the data closet. The 8" holes will be cut by others. Includes pull strings. Remove • Furnish and install 1 1/2" EMT conduit daisy chained to (8) speaker locations between column edges in the Covered Patio Area 116. Does not include box. Conduit will be ran to (8) locations with 8" holes for speakers back to the data closet. The 8" holes will be cut by others. Includes pull strings. Remove Arrow Electric, Inc. Page 1 of 2 Printed On: 2/11/2022 02:28 PM PCO #007A/B CO #7B: 1. Furnish and install 30' of 3/4" and 30' of 1" PVC from the plan West wall in Pro Shop 101 to the floor East of the wall. Tap off of circuits WCP1 - 15 & 16 to feed (1) (3) gang floor box. This floor box will include (2) duplex receptacles on circuit 15 & 16 and (1) data provision space. All floor saw cutting and patching to be by general contractor. Includes pull string for data conduit. Add a four gang floor box with a dedicated circuit and (4) duplex receptacles. 2. Run (3) dedicated circuits, through a new 1" EMT conduit to (3) new quad outlets at the (3) 10x10x6 junction box in Room 116. • Furnish and install 120 volt power to each camera location. Remove - cameras will be POE Original Approved CO Amounts 7A - $19,038.00 7B - $4,289.00 Total - $23,327.00 Revised CO Amount: 7A - $27,169.00 7B - $10,278.00 Total - $37,447.00 Net Amount Owed to AEI For New Scope of Work: 7A - $8,131.00 7B - $5,898.00 Total - $14,120.00 ATTACHMENTS: ST21301 CO #7A-B Take Off.pdf , 2022-02-04 Structured Wiring Meeting Drawings.pdf # Budget Code Description Qty Units Unit Cost Subtotal 1 306.E Change Order 306.1-abor Electrician - Price A 196.06 hours $72.54 $14,222.19 2 306.E Change Order 306.1-abor Indirect Labor - Price A 9.0 hours $72.54 $652.86 3 306.M Change Order 306.Materials Material Price A- 1.0 lot $8,574.88 $8,574.88 4 306.0 Change Order 306.Other 1 % - Safety & Miscellaneous Other Items for Direct Job Cost - Price A 1.0 ea $234.50 $234.50 5 306.0 Change Order 306.Other 2% - Warranty - Price A 1.0 ea $469.00 $469.00 6 307.E Change Order 307.1-abor Electrician - Price B 76.4 hours $72.54 $5,542.06 7 307.E Change Order 307.1-abor Indirect Labor - Price B 3.0 hours $72.54 $217.62 8 307.M Change Order 307.Materials Material - Price B 1.0 lot $3,118.79 $3,118.79 9 307.0 Change Order 307.Other 1 % - Safety & Miscellaneous Other Items for Direct Job Cost - Price B 1.0 ea $88.78 $88.78 10 307.0 Change Order 307.Other 2% - Warranty - Price B 1.0 ea $177.57 $177.57 Subtotal: $33,298.25 Sales Tax (7.00% Applies to Commitment and Materials.): $818.70 Overhead/Profit (10.00% Applies to Other, Professional Services, Owner Cost, Commitment, Materials, and Labor.): $3,330.05 Grand Total: $37,447.00 Curran Young Construction 27399 Riverview Center Blvd Suite 104 Bonita Springs, Florida 34134 Arrow Electric, Inc. Florida Office 15900 Old 41 Rd., Suite 130 Naples, Florida 34110 SIGNATURE DATE SIGNATURE DATE SIGNATURE DATE Arrow Electric, Inc. Page 2 of 2 Printed On: 2/11/2022 02:28 PM Job ID: 8-21073 Project: East Naples Community Park Welcome Center .ir1� dIdci if Irc co: ST21301CO#7: Low Voltage Conduit Takeoff 11 Feb 2022 13:07:10 Phase: #7A Material Material Labor Labor Item # Qty U/M Q/M Size Description Unit Result Unit Result 0.00 # 1 TITLE 8.00 EA M 1" EMT EMPTY CONCEALED MTL-STD 0.0000 0.00 0.0000 0.00 10051 8.00 FT M 2 EMT 6.9900 55.92 0.0800 0.64 30296 1.00 EA M 2 EMT STEEL -COMP COUPLING 2.3625 2.36 0.7000 0.70 30376 2.00 EA M 2 EMT STEEL COMP CONNECTOR 2.2680 4.54 0.4000 0.80 630066 3.00 EA M 1 COND PUSH -IN HGR TO SCREW -ON STUD -WALL 1.5927 4.78 0.2500 0.75 160860 3.00 EA M #10 x 1" TEK SCREW 0.1320 0.40 0.0240 0.07 500112 10.00 FT M PULL LINE (STRING) 0.0272 0.27 0.0026 0.03 0.00 #2 TITLE 2.00 EA M 3/4 EMT/P-STRING 1G STUB/4"sq /MTL-STD 0.0000 0.00 0.0000 0.00 150014 2.00 EA M 1-1/2"D 21.0-CI 4"SQ CMB- KO FH- BRKT 4.0163 8.03 0.3000 0.60 150060 2.00 EA M 5/8"RISE 4.8-CI 1G 4"SQ PLASTER -RING 0.6300 1.26 0.1500 0.30 160860 4.00 EA M #10 x 1" TEK SCREW 0.1320 0.53 0.0240 0.10 10047 16.00 FT M 3/4 EMT 1.7550 28.08 0.0500 0.80 30292 2.00 EA M 3/4 EMT STEEL -COMP COUPLING 0.5985 1.20 0.3000 0.60 630062 4.00 EA M 3/4 COND SNP -CLOSE HGR TO SCRW-ON STUD -WALL 1.5423 6.17 0.2500 1.00 160860 7.00 EA M #10 x 1" TEK SCREW 0.1320 0.92 0.0240 0.17 30372 4.00 EA M 3/4 EMT STEEL COMP CONNECTOR 0.5670 2.27 0.1400 0.56 30195 4.00 EA M 3/4 PLASTIC BUSHING 1.0230 4.09 0.1600 0.64 500112 20.00 FT M PULL LINE (STRING) 0.0272 0.54 0.0026 0.05 0.00 #3 TITLE 4.00 EA M CONDUIT 4" OCT x 2-1/8D BLANK COVER 0.0000 0.00 0.0000 0.00 150211 4.00 EA M 2-1/8"D 21.5-CI 4" OCTAGON COMB KO 2.6730 10.69 0.3000 1.20 150232 4.00 EA M 4" OCT FLAT 1/2" KO COVER 0.5201 2.08 0.0800 0.32 640112 4.00 EA M 1/4" FLANGE HAMMER -ON FLANGE CLIP - 1/4-20 x 3/8 STD 1.2167 4.87 0.0400 0.16 640081 4.00 EA M 1/4-20 WASHER NUT 1/4-20 0.3374 1.35 0.0300 0.12 640044 4.00 EA M THREAD ROD MOUNT COMB BOX & 1/2 > 3/4" SNP-CLS COND HGR 5.0655 20.26 0.2500 1.00 ARROW ELECTRIC, INC. 857 Reynolds Industrial Park Road Phone: (724)646-1903 Greenville, PA 16125 Web: Page 1 of 7 Takeoff Report: East Naples Community Park Welcome Center 11 Feb 2022 13:07:11 Phase: #7A Material Material Labor Labor Item # Qty U/M Q/M Size Description Unit Result Unit Result 100096 4.00 EA M #12 PIGTAIL W/GRD SCREW 0.6435 2.57 0.0400 0.16 100087 8.00 EA M #18to 8 WIRE -NUT MED - RED 0.1815 1.45 0.0400 0.32 90301 130.00 FT M 14/2C CONTROL CABLE 3.0000 390.00 0.0140 1.82 0.00 #4 TITLE 6.00 EA M CONDUIT 4" OCT x 2-1/8D BLANK COVER 0.0000 0.00 0.0000 0.00 150211 6.00 EA M 2-1/8"D 21.5-CI 4" OCTAGON COMB KO 2.6730 16.04 0.3000 1.80 150232 6.00 EA M 4" OCT FLAT 1/2" KO COVER 0.5201 3.12 0.0800 0.48 640112 6.00 EA M 1/4" FLANGE HAMMER -ON FLANGE CLIP - 1/4-20 x 3/8 STD 1.2167 7.30 0.0400 0.24 640081 6.00 EA M 1/4-20 WASHER NUT 1/4-20 0.3374 2.02 0.0300 0.18 640044 6.00 EA M THREAD ROD MOUNT COMB BOX & 1/2 > 3/4" SNP-CLS COND HGR 5.0655 30.39 0.2500 1.50 100096 6.00 EA M #12 PIGTAIL W/GRD SCREW 0.6435 3.86 0.0400 0.24 100087 12.00 EA M #18to 8 WIRE -NUT MED - RED 0.1815 2.18 0.0400 0.48 90301 250.00 FT M 14/2C CONTROL CABLE 3.0000 750.00 0.0140 3.50 0.00 #5 TITLE 2.00 EA M CONDUIT 4" OCT x 2-1/8D BLANK COVER 0.0000 0.00 0.0000 0.00 150211 2.00 EA M 2-1/8"D 21.5-CI 4" OCTAGON COMB KO 2.6730 5.35 0.3000 0.60 150232 2.00 EA M 4" OCT FLAT 1/2" KO COVER 0.5201 1.04 0.0800 0.16 640112 2.00 EA M 1/4" FLANGE HAMMER -ON FLANGE CLIP - 1/4-20 x 3/8 STD 1.2167 2.43 0.0400 0.08 640081 2.00 EA M 1/4-20 WASHER NUT 1/4-20 0.3374 0.67 0.0300 0.06 640044 2.00 EA M THREAD ROD MOUNT COMB BOX & 1/2 > 3/4" SNP-CLS COND HGR 5.0655 10.13 0.2500 0.50 100096 2.00 EA M #12 PIGTAIL W/GRD SCREW 0.6435 1.29 0.0400 0.08 100087 4.00 EA M #18to 8 WIRE -NUT MED - RED 0.1815 0.73 0.0400 0.16 90301 100.00 FT M 14/2C CONTROL CABLE 3.0000 300.00 0.0140 1.40 0.00 #6 710065 3.00 EA M 10x10x6 P-BOX-PAINT SCREW CVR 28.7100 86.13 1.5000 4.50 640122 6.00 EA M 1/4-20 ADJ BEAM CLAMP UP TO 1/2 FLANGE 1.2899 7.74 0.3000 1.80 160454 6.00 EA M 1/4-20 x 1" PLTD MACHINE SCREWS 0.1155 0.69 0.0700 0.42 160291 6.00 EA M 1/4" PLTD FLAT WASHER 0.0180 0.11 0.0012 0.01 160300 6.00 EA M 1/4" PLTD LOCK WASHER 0.0435 0.26 0.0012 0.01 TITLE 140.00 EA M 2 EMT BAR -JOIST 0.0000 0.00 0.0000 0.00 10051 140.00 FT M 2 EMT 6.6000 924.00 0.0800 11.20 20617 7.00 EA M 2 EMT 90-ELBOW 11.6078 81.25 0.5000 3.50 30286 21.00 EA M 2 EMT STEEL -SS COUPLING 1.3388 28.11 0.0900 1.89 630284 19.00 EA M 2 COND BOT-MNT SNAP -CLOSE CLAMP 1/2 BEAM 2.9916 56.84 0.3000 5.70 30356 6.00 EA M 2 EMT STEEL SS CONNECTOR 1.4175 8.51 0.2500 1.50 ARROW ELECTRIC, INC. 857 Reynolds Industrial Park Road Phone: (724)646-1903 Greenville, PA 16125 Web: Page 2 of 7 Takeoff Report: East Naples Community Park Welcome Center 11 Feb 2022 13:07:11 Phase: #7A Material Material Labor Labor Item # Qty Ulm Q/M Size Description Unit Result Unit Result 30199 6.00 EA M 2 PLASTIC BUSHING 5.2635 31.58 0.3000 1.80 10189 3.00 EA M 2 CORED HOLE UP TO 8" DEEP 45.0000 135.00 1.1500 3.45 740116 3.00 EA M FIRE STOP FIT TO CONDUIT LBR 7.5000 22.50 0.7500 2.25 0.00 #7 TITLE 1.00 EA M 3/4 EMT/P-STRING 1G STUB/4"Sq BOX /MTL-STD 0.0000 0.00 0.0000 0.00 150014 1.00 EA M 1-1/2"D 21.0-CI 4"SQ CMB- KO FH- BRKT 4.0163 4.02 0.3000 0.30 150060 1.00 EA M 5/8"RISE 4.8-CI 1G 4"SQ PLASTER -RING 0.6300 0.63 0.1500 0.15 160860 2.00 EA M #10 x 1" TEK SCREW 0.1320 0.26 0.0240 0.05 10047 8.00 FT M 3/4 EMT 1.6650 13.32 0.0500 0.40 30282 1.00 EA M 3/4 EMT STEEL -SS COUPLING 0.3308 0.33 0.0500 0.05 630062 2.00 EA M 3/4 COND SNP -CLOSE HGR TO SCRW-ON STUD -WALL 1.5423 3.08 0.2500 0.50 160860 4.00 EA M #10 x 1" TEK SCREW 0.1320 0.53 0.0240 0.10 30352 2.00 EA M 3/4 EMT STEEL SS CONNECTOR 0.3308 0.66 0.1000 0.20 30195 2.00 EA M 3/4 PLASTIC BUSHING 1.0230 2.05 0.1600 0.32 500112 10.00 FT M PULL LINE (STRING) 0.0272 0.27 0.0026 0.03 20613 1.00 EA M 3/4 EMT 90-ELBOW 3.4650 3.47 0.2200 0.22 30282 1.00 EA M 3/4 EMT STEEL -SS COUPLING 0.3308 0.33 0.0500 0.05 0.00 #8 710143 6.00 EA M 4x4x2 PVC PULL BOX 9.6095 57.66 0.3000 1.80 TITLE 500.00 EA M 1 1/2 EMT BAR -JOIST 0.0000 0.00 0.0000 0.00 10050 500.00 FT M 1 1/2 EMT 5.7000 2,850.00 0.0700 35.00 20616 2.00 EA M 1 1/2 EMT 90-ELBOW 8.0483 16.10 0.4000 0.80 20637 2.00 EA M 1 1/2 EMT FIELD BEND 0.0000 0.00 0.8000 1.60 30285 52.00 EA M 1 1/2 EMT STEEL -SS COUPLING 1.1813 61.43 0.0800 4.16 630283 65.00 EA M 1 1/2 COND BOT-MNT SNAP -CLOSE CLAMP 1/2 BEAM 2.8880 187.72 0.3000 19.50 30355 12.00 EA M 1 1/2 EMT STEEL SS CONNECTOR 1.1970 14.36 0.2000 2.40 30198 12.00 EA M 1 1/2 PLASTIC BUSHING 3.4815 41.78 0.2500 3.00 10188 2.00 EA M 1 1/2 CORED HOLE UP TO 8" DEEP 37.5000 75.00 1.1000 2.20 40028 2.00 EA M 1 1/2 WP CONDUIT WALL SEAL 52.5000 105.00 1.7500 3.50 500112 550.00 FT M PULL LINE (STRING) 0.0272 14.96 0.0026 1.43 70121 550.00 FT M 6. GREEN THHN CU (GRD 200A) 0.8580 471.90 0.0110 6.05 100215 2.00 EA M 14-6. MECHANICAL LUGS CU/AL 1-CONDUCTOR 1.0873 2.17 0.3000 0.60 0.00 #9 TITLE 1.00 EA M CONDUIT 4" SQ x 2-1/8D BLANK COVER 0.0000 0.00 0.0000 0.00 150041 1.00 EA M 2-1/8"D 30.3-CI 4"SQ CMB-KO NO BRKT 1.4490 1.45 0.3000 0.30 ARROW ELECTRIC, INC. 857 Reynolds Industrial Park Road Phone: (724)646-1903 Greenville, PA 16125 Web: Page 3 of 7 Takeoff Report: East Naples Community Park Welcome Center 11 Feb 2022 13:07:11 Phase: #7A Material Material Labor Labor Item # Qty U/M Q/M Size Description Unit Result Unit Result 150090 1.00 EA M 4"SQ BLANK CVR 0.7088 0.71 0.0800 0.08 640112 1.00 EA M 1/4" FLANGE HAMMER -ON FLANGE CLIP - 1/4-20 x 3/8 STD 1.2167 1.22 0.0400 0.04 640081 1.00 EA M 1/4-20 WASHER NUT 1/4-20 0.3374 0.34 0.0300 0.03 640044 1.00 EA M THREAD ROD MOUNT COMB BOX & 1/2 > 3/4" SNP-CLS COND HGR 5.0655 5.07 0.2500 0.25 100096 1.00 EA M #12 PIGTAIL W/GRD SCREW 0.6435 0.64 0.0400 0.04 100087 2.00 EA M #18to 8 WIRE -NUT MED - RED 0.1815 0.36 0.0400 0.08 TITLE 120.00 EA M 3/4 EMT EMPTY BAR -JOIST 0.0000 0.00 0.0000 0.00 10047 120.00 FT M 3/4 EMT 1.6650 199.80 0.0500 6.00 30282 12.00 EA M 3/4 EMT STEEL -SS COUPLING 0.3308 3.97 0.0500 0.60 30352 2.00 EA M 3/4 EMT STEEL SS CONNECTOR 0.3308 0.66 0.1000 0.20 630111 15.00 EA M 3/4 COND HAMMER -ON HGR 1/4-FLANGE PUSH -IN 1.9140 28.71 0.0600 0.90 HD 20613 3.00 EA M 3/4 EMT 90-ELBOW 3.4650 10.40 0.2200 0.66 30282 3.00 EA M 3/4 EMT STEEL -SS COUPLING 0.3308 0.99 0.0500 0.15 20634 2.00 EA M 3/4 EMT FIELD BEND 0.0000 0.00 0.1920 0.38 500186 3.00 EA M 1 x 3-1/2 - 8" HAMMER DRILLED HOLE 7.5000 22.50 0.6000 1.80 740116 3.00 EA M FIRE STOP FIT TO CONDUIT LBR 7.5000 22.50 0.7500 2.25 0.00 # 10 TITLE 1.00 EA M CONDUIT 4" SQ x 2-1/8D BLANK COVER 0.0000 0.00 0.0000 0.00 150041 1.00 EA M 2-1/8"D 30.3-CI 4"SQ CMB-KO NO BRKT 1.4490 1.45 0.3000 0.30 150090 1.00 EA M 4"SQ BLANK CVR 0.7088 0.71 0.0800 0.08 640112 1.00 EA M 1/4" FLANGE HAMMER -ON FLANGE CLIP - 1/4-20 x 3/8 STD 1.2167 1.22 0.0400 0.04 640081 1.00 EA M 1/4-20 WASHER NUT 1/4-20 0.3374 0.34 0.0300 0.03 640044 1.00 EA M THREAD ROD MOUNT COMB BOX & 1/2 > 3/4" SNP-CLS COND HGR 5.0655 5.07 0.2500 0.25 100096 1.00 EA M #12 PIGTAIL W/GRD SCREW 0.6435 0.64 0.0400 0.04 100087 2.00 EA M #18to 8 WIRE -NUT MED - RED 0.1815 0.36 0.0400 0.08 TITLE 50.00 EA M 3/4 EMT EMPTY BAR -JOIST 0.0000 0.00 0.0000 0.00 10047 50.00 FT M 3/4 EMT 1.6650 83.25 0.0500 2.50 30282 5.00 EA M 3/4 EMT STEEL -SS COUPLING 0.3308 1.65 0.0500 0.25 30352 2.00 EA M 3/4 EMT STEEL SS CONNECTOR 0.3308 0.66 0.1000 0.20 630111 6.00 EA M 3/4 COND HAMMER -ON HGR 1/4-FLANGE PUSH -IN 1.9140 11.48 0.0600 0.36 HD 20613 3.00 EA M 3/4 EMT 90-ELBOW 3.4650 10.40 0.2200 0.66 30282 3.00 EA M 3/4 EMT STEEL -SS COUPLING 0.3308 0.99 0.0500 0.15 20634 2.00 EA M 3/4 EMT FIELD BEND 0.0000 0.00 0.1920 0.38 0.00 # 11 ARROW ELECTRIC, INC. 857 Reynolds Industrial Park Road Phone: (724)646-1903 Greenville, PA 16125 Web: Page 4of7 Takeoff Report: East Naples Community Park Welcome Center 11 Feb 2022 13:07:11 Phase: #7A Material Material Labor Labor Item # Qty U/M Q/M Size Description Unit Result Unit Result TITLE 50.00 EA M 2 EMT BAR -JOIST 0.0000 0.00 0.0000 0.00 10051 100.00 FT M 2 EMT 6.6000 660.00 0.0800 8.00 20617 4.00 EA M 2 EMT 90-ELBOW 11.6078 46.43 0.5000 2.00 30286 14.00 EA M 2 EMT STEEL -SS COUPLING 1.3388 18.74 0.0900 1.26 630284 13.00 EA M 2 COND BOT-MNT SNAP -CLOSE CLAMP 1/2 BEAM 2.9916 38.89 0.3000 3.90 30356 4.00 EA M 2 EMT STEEL SS CONNECTOR 1.4175 5.67 0.2500 1.00 30199 4.00 EA M 2 PLASTIC BUSHING 5.2635 21.05 0.3000 1.20 10189 2.00 EA M 2 CORED HOLE UP TO 8" DEEP 45.0000 90.00 1.1500 2.30 740116 2.00 EA M FIRE STOP FIT TO CONDUIT LBR 0.0000 0.00 0.7500 1.50 500112 70.00 FT M PULL LINE (STRING) 0.0272 1.90 0.0026 0.18 0.00 #12 TITLE 20.00 EA M 2 EMT BAR -JOIST 0.0000 0.00 0.0000 0.00 10051 20.00 FT M 2 EMT 6.6000 132.00 0.0800 1.60 20617 2.00 EA M 2 EMT 90-ELBOW 11.6078 23.22 0.5000 1.00 30286 4.00 EA M 2 EMT STEEL -SS COUPLING 1.3388 5.36 0.0900 0.36 630284 3.00 EA M 2 COND BOT-MNT SNAP -CLOSE CLAMP 1/2 BEAM 2.9916 8.97 0.3000 0.90 30356 2.00 EA M 2 EMT STEEL SS CONNECTOR 1.4175 2.84 0.2500 0.50 30199 2.00 EA M 2 PLASTIC BUSHING 5.2635 10.53 0.3000 0.60 10189 2.00 EA M 2 CORED HOLE UP TO 8" DEEP 45.0000 90.00 1.1500 2.30 740116 2.00 EA M FIRE STOP FIT TO CONDUIT LBR 0.0000 0.00 0.7500 1.50 500112 30.00 FT M PULL LINE (STRING) 0.0272 0.82 0.0026 0.08 Phase Totals: 8,574.88 196.06 ARROW ELECTRIC, INC. 857 Reynolds Industrial Park Road Greenville, PA 16125 Phone:(724)646-1903 Web: Page 5 of 7 Takeoff Report: East Naples Community Park Welcome Center 11 Feb 2022 13:07:11 Phase: #76 Material Material Labor Labor Item # Qty U/M Q/M Size Description Unit Result Unit Result 0.00 # 1 10057 30.00 FT M 3/4 PVC SCH 40 1.5323 45.97 0.0450 1.35 10058 30.00 FT M 1 PVC SCH 40 2.1450 64.35 0.0525 1.58 20001 1.00 EA M 3/4 PVC SCH 40 90-DEG ELBOW 1.5000 1.50 0.2200 0.22 20002 1.00 EA M 1 PVC SCH 40 90-DEG ELBOW 1.3073 1.31 0.2500 0.25 30430 3.00 EA M 3/4 PVC COUPLING 0.1575 0.47 0.1600 0.48 30431 3.00 EA M 1 PVC COUPLING 0.2205 0.66 0.1800 0.54 30460 2.00 EA M 3/4 PVC MALE ADAPTER 0.2970 0.59 0.1600 0.32 30461 2.00 EA M 1 PVC MALE ADAPTER 0.3630 0.73 0.1800 0.36 7 1.00 GN M 4 GANG FLOOR BOX - 4 GANG 750.0000 750.00 2.0000 2.00 70033 210.00 FT M 12 THHN/THWN CU (STR) 0.3000 63.00 0.0060 1.26 100170 12.00 EA M 12 WIRE TERMINATION LBR 0.0000 0.00 0.1600 1.92 TITLE 50.00 EA M 3/4 EMT W/#12 BAR -JOIST 0.0000 0.00 0.0000 0.00 10047 50.00 FT M 3/4 EMT 1.6650 83.25 0.0500 2.50 30282 5.00 EA M 3/4 EMT STEEL -SS COUPLING 0.3308 1.65 0.0500 0.25 30352 2.00 EA M 3/4 EMT STEEL SS CONNECTOR 0.3308 0.66 0.1000 0.20 70033 330.00 FT M 12 THHN/THWN CU (STR) 0.3000 99.00 0.0060 1.98 70118 55.00 FT M 12. GREEN THHN CU (GRD 20A) 0.3000 16.50 0.0060 0.33 630111 6.00 EA M 3/4 COND HAMMER -ON HGR 1/4-FLANGE PUSH -IN 1.9140 11.48 0.0600 0.36 HD 20613 3.00 EA M 3/4 EMT 90-ELBOW 3.4650 10.40 0.2200 0.66 30282 3.00 EA M 3/4 EMT STEEL -SS COUPLING 0.3308 0.99 0.0500 0.15 20634 2.00 EA M 3/4 EMT FIELD BEND 0.0000 0.00 0.1920 0.38 500186 2.00 EA M 1 x 3-1/2 - 8" HAMMER DRILLED HOLE 7.5000 15.00 0.6000 1.20 740116 2.00 EA M FIRE STOP FIT TO CONDUIT LBR 7.5000 15.00 0.7500 1.50 390344 60.00 FT M 5/8"x 4"D SAW CUT CONCRETE 7.5000 450.00 0.3000 18.00 390350 30.00 FT M 18W CONCRETE REMOVAL 0.0000 0.00 0.0960 2.88 390362 1.00 CY M HAUL OFF WASTE 450.0000 450.00 2.5000 2.50 390365 45.00 SF M 6" THICK NEW CONCRETE SLAB SQ FF 6.0000 270.00 0.0720 3.24 0.00 #2 TITLE 140.00 EA M 3/4 EMT W/#12 BAR -JOIST 0.0000 0.00 0.0000 0.00 10047 140.00 FT M 3/4 EMT 1.6650 233.10 0.0500 7.00 30282 14.00 EA M 3/4 EMT STEEL -SS COUPLING 0.3308 4.63 0.0500 0.70 30352 6.00 EA M 3/4 EMT STEEL SS CONNECTOR 0.3308 1.98 0.1000 0.60 70033 924.00 FT M 12 THHN/THWN CU (STR) 0.3000 277.20 0.0060 5.54 ARROW ELECTRIC, INC. 857 Reynolds Industrial Park Road Phone: (724)646-1903 Greenville, PA 16125 Web: Page 6 of 7 Takeoff Report: East Naples Community Park Welcome Center 11 Feb 2022 13:07:11 Phase: #7B Material Material Labor Labor Item # Qty U/M Q/M Size Description Unit Result Unit Result 70118 154.00 FT M 12. GREEN THHN CU (GRD 20A) 0.3000 46.20 0.0060 0.92 630111 17.00 EA M 3/4 COND HAMMER -ON HGR 1/4-FLANGE PUSH -IN 1.9140 32.54 0.0600 1.02 HD 20614 3.00 EA M 1 EMT 90-ELBOW 5.3393 16.02 0.2500 0.75 30293 3.00 EA M 1 EMT STEEL -COMP COUPLING 0.9135 2.74 0.4000 1.20 20634 2.00 EA M 3/4 EMT FIELD BEND 0.0000 0.00 0.1920 0.38 500186 3.00 EA M 1 x 3-1/2 - 8" HAMMER DRILLED HOLE 7.5000 22.50 0.6000 1.80 740116 3.00 EA M FIRE STOP FIT TO CONDUIT LBR 7.5000 22.50 0.7500 2.25 TITLE 3.00 EA M 3/4 EMT #12 20A-2G-RECPT-SPEC 0.0000 0.00 0.0000 0.00 140016 6.00 EA M 20A DX RECEPT SPECIFICATION GRADE 4.2368 25.42 0.3000 1.80 140410 3.00 EA M 2-DUPLEX 2G PLASTIC PLATE 0.8348 2.50 0.1200 0.36 150046 3.00 EA M 2-1/8"D 30.3-CI 4"SQ CMB- KO FM- BRKT 4.5045 13.51 0.3000 0.90 150069 3.00 EA M 5/8"RISE 7.5-CI 2G 4"SQ PLASTER -RING 1.1183 3.35 0.1500 0.45 160860 21.00 EA M #10 x 1" TEK SCREW 0.1320 2.77 0.0240 0.50 100096 3.00 EA M #12 PIGTAIL W/GRD SCREW 0.6435 1.93 0.0400 0.12 100111 3.00 EA M 20-12 PSH-IN 5-WIRE CONN 0.1518 0.46 0.0455 0.14 100109 6.00 EA M 18-12 PSH-IN 3-WIRE CONN 0.1403 0.84 0.0325 0.20 0.00 #3 TITLE 20.00 EA M 3/4 EMT W/#12 EXPOSED CONCRETE 0.0000 0.00 0.0000 0.00 10047 20.00 FT M 3/4 EMT 1.6650 33.30 0.0500 1.00 30282 2.00 EA M 3/4 EMT STEEL -SS COUPLING 0.3308 0.66 0.0500 0.10 30352 4.00 EA M 3/4 EMT STEEL SS CONNECTOR 0.3308 1.32 0.1000 0.40 70033 44.00 FT M 12 THHN/THWN CU (STR) 0.3000 13.20 0.0060 0.26 70118 22.00 FT M 12. GREEN THHN CU (GRD 20A) 0.3000 6.60 0.0060 0.13 161169 3.00 EA M 3/4 EMT 1-HOLE STEEL STRAP 0.1320 0.40 0.0400 0.12 160889 3.00 EA M #12 x 1 1/4" PLASTIC ANCHOR 0.0644 0.19 0.0300 0.09 160865 3.00 EA M #12 x 1" SHEET METAL SCREW 0.1155 0.35 0.0300 0.09 160291 3.00 EA M 1/4" PLTD FLAT WASHER 0.0180 0.05 0.0012 0.00 20634 6.00 EA M 3/4 EMT FIELD BEND 0.0000 0.00 0.1920 1.15 Phase Totals: 3,118.79 76.40 Job Totals: 11,693.68 272.45 ARROW ELECTRIC, INC. 857 Reynolds Industrial Park Road Phone: (724)646-1903 Greenville, PA 16125 Web: Page 7 of 7 3 4 5 6 GENERAL MOTES. A �� 1 ON-83 r t MSEDPAnD Cr, EHI AV jv wlo 0 TELE ��NI T1 1 FLU PLAN 119 - T-47 I elf �� r } � � < / CAO FAMLY a II xs M1 �* i ELEUrFaCAL M I cefrm 10d ¢ * .A AND LJ3CXM Jer., ors 14E7f5 ... lye 1�5 �n T 17 F � _ �d -- - - .k VE-IrMELLE k F SHMEM a 111 4 c-NA IT T-# E V t CS rER PRD SFKF 181 C , STOP" LEI of i e S a 0 . w r cam Ir BIM 580Y.I FL-133339500_CDWer12ountj ENCPWekmme Cenher Napie-FdCC ENCP_V18_SEGLI.nrt — — — — — — — - Opp F 7 a IN 0 2 1 8 GhP�+{+h� E 1E Jj 2q FILIENAJrJIE: 1. ALL NBN TELK0N1V"X AT10W AND SEC -RTY CASLONG 0L=FC4W Ir_-CT10NS Fx,ATC;H PANELS AND TF I MI T1 S TO BE PFO�MD D SY 2 ALL TELEC MVUNICAT AND $ECLF4fY SING SWILL 8E ViCNERUN AND TERMINATED IN 00h+1rJl. FKQM {Fb3C A 10G). EWAM:ZE ALL TELE)ODIVIk"ICATICINS AND SE LIF TY CABLING IS IN CXDNFUA1NCE VATH TA BUWNG TELECOWLJNICATKX46 CAELING STNr*iCAPDUASTANCE LJN TAT10NS OF 295 FEET. I SECURay CAW PIS EM AND INK�I-ALLED BYOn-EFZ, E'.AMN3 BY NTf A.C'TIOR A. VV• R AOCESS FIOINTS FVCMDED AND LN$TALLED BY QTHF_R ING SY KEY NOTES.- 1 NEW 4" PVC CONDUIT, SPARE FOR FUTURE IJSE 2 TWO �2j NEW 4` PVC CONDUITS 014E �1�WITH 24-STRAND OS2. S INGLE ODE FIBER ( TiC CABLE ONE (1) SPARE a EXISTING OLC�SEST IT HAND HOLE 4 NEW TELECOMMUJNIGATIONS HAND HOLE, EMPTY FOR FUTURE USE 5 NEW TELECOMMUNICATIONS HAND HOLE. EMPTY, FOR FUTURE use 5 NEW 4" PVC GOr IT_ SPARE, FOR FUTURE USE 7—Y A T-4 (FOC"IF4?4L,)I GH m LEES PEA P. E # E7334 }'. 5 J LL �f AS NC LL DATE DECEMBER 2020 � PRO,J D3339500 PLCYT DATEiMNIE: 12J22r2G30 5:31:34 PPA A c I --- - — -- _ 2 - 3 I 4 SECURITYDEVICE SCHEDULE j DOOR — ROOM CONTROLLER COMMENT DEVICE NUMBER NUMBER NUMBER NUMBER PORT NUMBER DETAIL REFERENCE C2- C3 - COVERED PATIO - - - C4 CDI�ERE# RATIO - - - 05 COED R010 - _ - C6 - CCA EREC PATIO - - - R1 104E - R2 tOA - R4 107 - _ - R5 _ _ 105A -— Rs t05 - CA + 1 ' BR9 114A I SEC UR ITY PLAN P cOWRic D 1ptT10 176 LNGARMM MAW r I C6 RE9TR;--NOY dAECHANICIrL �r �LF�TRI��L * M � NEW i RGGY •COMWAND, CENMR +WG LKC14 I Tr RDGM I Y tAEN 3 WE51BULE I '< 'Au fly FF '' iLaLa+ T4a'5 R4CWI 11 _ f� 4rf g Y l kqa d *DN E WS t— �1}>;IihBE i13; UXKER PA" _ 1!1 - rt01 f A W MEN'$ i r RESTF030M lii I r I �.; J. T I f Ri WELCOME CENTER FM "UP 1a1 0 N -0 2' 4' 8' 1 B' GPAFlIHlC SCALE: 118' = 1'-D" 24' GENERAL NOTES: 1. ALL NEW TELECOMI14LIN ICATIONS AND SEC U R ITY CABLING, ONT[,E TICON NEOTION 5, PATCH PANELS, AND TERMIRATIONS TO BE PROVICED BY CONTRACTOR. 2, ALL TIE LECOMMLINICATIONS AND SECURrrY CABLING SHALL BE HOf.1ERLIN AND TERMINIATEC IN COMM. ROOM (.ROOM 1013j_ ENSU13E ALL TELEI�:OMPAUNICATIQNS AND SECURITY CABLING IS IN COMPLIANIwE WrTH TIA 560-C COMMERCIAL BUILDING TELECOMMLINlr-ATION5 CABLING STANDARD DISTANCE LIMITATIONS OF 205 FEET. .3. SEC U RITY CAMERAS PR ICED AN D dN STALLED BY OTHERS, CABL IN C BY CONTRACTOR. 4. 41-FtACCESS POINTS RROMIDED AND INSTALLED BY OTHERS, CABLING BY CC}NTRACTOR. +1 } ep ti }� t f KEY NOTES: - LEGENDS: R PROVISION FOR FUTURE CARD READ ER, ELECTFICAL E'OX AND CONDUIT, WALL -MOUNTED. FLUSH. 48' AFF OF FINIISHED GRADE. CONTRACTOR TO COORDINATE WITH S*NAGE HEIGHT To MAKE SURE THERE ARE NO CONFLII�TS, iMEATHEI� PROOF AT OUTDOOR LOCATIONS. _ FIXED EXTERIOR CAMERA IRYEo VNTERIOR CAMERA a ku 0 #_j ULL UL UJ EL U3 Z LEA PEREZ R.E. :N 67334 - z g L5 Q 1¢ i �I uj ui r M z H w Lu AS NOTED 0 DATE DE EMBER 2020 DWG I -1 1 BIM 3W:INS FL-033:9500-Collier County ENCR Wworne Canterj4aplev= ENCR V1a_SEOU.rvt FILENAM E: PLOT DATEff1ME. i2fl 1 1:U:22 PSI cuew►HvouNa*O Curran Young Construction 27399 Riverview Center Blvd, Suite 104 Bonita Springs, Florida 34134 Phone: (239) 829-8378 PCO #028 Project: 21004 - East Naples Welcome Center 3550 Thomasson Drive Naples, Florida 34112 Prime Contract Potential Change Order #028: Electrical for Hand Dryers TO: Collier County Board of County FROM: Curran Young Construction Commissioners, FL 27399 Riverview Center Blvd Suite 104 c/o Facilities Management Division, 3335 Bonita Springs, Florida 34134 Tamiami Trail East Naples, Florida 34112 PCO NUMBER/REVISION: 028 / 0 CONTRACT: 1 - East Naples Community Park REQUEST RECEIVED FROM: CREATED BY: STATUS: Pending - In Review CREATED DATE: REFERENCE: PRIME CONTRACT CHANGE ORDER: FIELD CHANGE: No LOCATION: ACCOUNTING METHOD: SCHEDULE IMPACT: 2 days PAID IN FULL: EXECUTED: No SIGNED CHANGE ORDER RECEIVED DATE: TOTAL AMOUNT: POTENTIAL CHANGE ORDER TITLE: Electrical for Hand Dryers CHANGE REASON: Drawing Revision POTENTIAL CHANGE ORDER DESCRIPTION: (The Contract Is Changed As Follows) Electrical for Hand Dryers: Per RFI 50 Response Add power and new circuiting for 7 hand dryers ATTACHMENTS: PCO 05R1 - Power for 7 Hand Dryers.pdf Welcome Center PO#4500210601, Collier County Project #80414 Carey Foley (Curran Young Construction) 1 /21 /2022 None Amount Based No $4,909.80 # I Budget Code Description Amount 1 26-110.SUB Electrical Sub.SUB Electrical for Hand Dryers $4,676.00 Subtotal: $4,676.00 Fee (5.00% Applies to all line item types.): $233.80 Grand Total: $4,909.80 Nicholas De Ciccio (Jacobs) 5801 Pelican Bay Blvd., Suite 505 Naples, Florida 34108 Collier County Board of County Commissioners, FL c/o Facilities Management Division, 3335 Tamiami Trail East Naples, Florida 34112 Curran Young Construction 27399 Riverview Center Blvd Suite 104 Bonita Springs, Florida 34134 SIGNATURE DATE SIGNATURE DATE SIGNATURE DATE Curran Young Construction Page 1 of 1 Printed On: 3/20/2022 05:34 PM PCO #005 Arrow Electric, Inc. 15900 Old 41, Suite 130 Naples, Florida 34110 Project: ST21301 - East Naples Welcome Center 3550 Thomasson Drive Naples, Florida 34112 Prime Contract Potential Change Order #005: Hand Dryers TO: Curran Young Construction FROM: Arrow Electric, Inc. Florida Office 27399 Riverview Center Blvd Suite 104 15900 Old 41 Rd., Suite 130 Bonita Springs, Florida 34134 Naples, Florida 34110 PCO NUMBER/REVISION: 005 / 2 CONTRACT: 1 - East Naples Welcome Center Prime Contract REQUEST RECEIVED FROM: CREATED BY: Bryce Ward (Arrow Electric Inc.) STATUS: Pending - Pricing CREATED DATE: 2/1/2022 REFERENCE: PRIME CONTRACT None CHANGE ORDER: FIELD CHANGE: No LOCATION: ACCOUNTING METHOD: Unit/Quantity Based SCHEDULE IMPACT: PAID IN FULL: No EXECUTED: No SIGNED CHANGE ORDER RECEIVED DATE: TOTAL AMOUNT: $4,676.00 POTENTIAL CHANGE ORDER TITLE: Hand Dryers CHANGE REASON: Client Request POTENTIAL CHANGE ORDER DESCRIPTION: (The Contract Is Changed As Follows) - Furnish and install branch power to (7) hand dryer that are not shown on the electrical drawings. They are shown on Arch drawing A-401 & A-402 and the attached sketch that was included in the RFI #55 response. - Furnish and install (2) 3/4" EMT conduits from panel to a 4x4x4 junction box. Terminate circuits to (7) 20 amp, single pole breakers in Panel WCP2. There are (6) spare 20/1 breakers and (1) 20/1 must be purchased and added to panel WCP2. The circuits will be as follows: • The panel to be used for hand dryers should be WCP2 • Exact circuits for hand dryers should be: • Family RR hand dryer — WCP2-49. • Men's accessible stall hand dryer — WCP2-47. • Men's main sink left hand dryer — WCP2-45. • Men's main sink right hand dryer — WCP2-43. • Women's accessible stall hand dryer — WCP2-44. • Women's main sink left hand dryer — WCP2-46. • Women's main sink right hand dryer — WCP2-48. Furnish and install MC cable branch from junction box to the (7) hand dryer locations. Includes all terminations. Excludes the hand dryers. ATTACHMENTS: ST21301 CO #5R2 Hand Dryer Locations.pdf , _ST21301 CO #5R2 Take Off.pdf # Budget Code Description Qty Units Unit Cost Subtotal 1 L Labor Electrician 37.71 hours $72.54 $2,735.48 2 L Labor Indirect Labor 2.0 hours $72.54 $145.08 3 M Materials Miscellaneous Material 1.0 lot $1,173.97 $1,173.97 4 E Equipment Equipment 0.0 lot $0.00 $0.00 5 O Other 1 % - Safety & Miscellaneous Other Items for Direct Job Cost 1.0 ea $40.54 $40.54 Arrow Electric, Inc. Page 1 of 2 Printed On: 2/1/2022 01:02 PM ael� PCO #005 # I Budget Code Description I Qty I Units Unit Cost Subtotal 6 1 O Other 2% - warranty 11.0 1 ea $81.09 $81.09 Subtotal: $4,176.16 Sales Tax (7.00% Applies to Commitment and Materials.): $82.18 Overhead/Profit (10.00% Applies to Other, Professional Services, Owner Cost, Commitment, Materials, and Labor.): $417.62 Grand Total: $4,676.00 Curran Young Construction 27399 Riverview Center Blvd Suite 104 Bonita Springs, Florida 34134 Arrow Electric, Inc. Florida Office 15900 Old 41 Rd., Suite 130 Naples, Florida 34110 SIGNATURE DATE SIGNATURE DATE SIGNATURE DATE Arrow Electric, Inc. Page 2 of 2 Printed On: 2/1/2022 01:02 PM Job ID: B-21073 Project: East Naples Community Park Welcome Center arrow electric inc • co: ST21301CO#5: Hand Dryers Takeoff 1 Feb 2022 12:27:22 Phase: DEMO Material Material Labor Labor Item # Qty U/M Q/M Size Description Unit Result Unit Result 0.00 EMT FROM PANEL 0.00 4 Circuits TITLE 10.00 EA M 3/4 EMT EMPTY CONCEALED MTL-STD 0.0000 0.00 0.0000 0.00 10047 10.00 FT M 3/4 EMT 1.7550 17.55 0.0465 0.47 30292 1.00 EA M 3/4 EMT STEEL -COMP COUPLING 0.5985 0.60 0.2790 0.28 30372 2.00 EA M 3/4 EMT STEEL COMP CONNECTOR 0.5670 1.13 0.1400 0.28 630065 3.00 EA M 3/4 COND PUSH -IN HGR TO SCREW -ON STUD -WALL 1.6113 4.83 0.2500 0.75 160860 3.00 EA M #10 x 1" TEK SCREW 0.1320 0.40 0.0240 0.07 70029 132.00 FT M 12 THHN/THWN CU (SOL) 2.6303 347.19 0.0060 0.79 0.00 3 Circuits TITLE 10.00 EA M 3/4 EMT EMPTY CONCEALED MTL-STD 0.0000 0.00 0.0000 0.00 10047 10.00 FT M 3/4 EMT 1.7550 17.55 0.0465 0.47 30292 1.00 EA M 3/4 EMT STEEL -COMP COUPLING 0.5985 0.60 0.2790 0.28 30372 2.00 EA M 3/4 EMT STEEL COMP CONNECTOR 0.5670 1.13 0.1400 0.28 630065 3.00 EA M 3/4 COND PUSH -IN HGR TO SCREW -ON STUD -WALL 1.6113 4.83 0.2500 0.75 160860 3.00 EA M #10 x 1" TEK SCREW 0.1320 0.40 0.0240 0.07 70029 99.00 FT M 12 THHN/THWN CU (SOL) 2.6303 260.39 0.0060 0.59 0.00 I BOX EMT TO MC 710005 1.00 EA M 4x4x4 P-BOX-GALV SCREW CVR 5.6540 5.65 0.7000 0.70 0.00 MC J BOX TO DRYER (7) 70286 360.00 FT M 12/2 MC CABLE - ALUM JKT W/G 0.8663 311.85 0.0300 10.80 630372 54.00 EA M 14-2>10-3 & 3/8 MC/AC/FLEX HGR PUSH -IN MTL/WOOD/STUD 1.3365 72.17 0.0700 3.78 160860 108.00 EA M #10 x 1" TEK SCREW 0.1320 14.26 0.0240 2.59 630385 72.00 EA M METAL/WOOD STUD PROTECTION PLATE 0.6491 46.73 0.0700 5.04 670031 14.00 EA M 3/8 BX/MC 1-SCR SINGLE STR-CONNECTOR 2.2455 31.44 0.1700 2.38 100287 14.00 EA M SIZE 0 ANTI -SHORT BUSHING 14/2 14/3 12/2 0.0641 0.90 0.0200 0.28 100170 42.00 EA M 12 WIRE TERMINATION LBR 0.0000 0.00 0.1600 6.72 ARROW ELECTRIC, INC. 857 Reynolds Industrial Park Road Phone: (724)646-1903 Greenville, PA 16125 Web: Page 1 of 2 Takeoff Report: East Naples Community Park Welcome Center Phase: DEMO Material Material Labor Item # Qty U/M Q/M Size Description Unit Result Unit 0.00 Add (1) 20/1 Breaker 180794 1.00 EA M 20/1 BOLT -ON BREAKER 34.3600 34.36 0.3400 Phase Totals: 1,173.97 Job Totals: ARROW ELECTRIC, INC. 857 Reynolds Industrial Park Road Phone: (724)646-1903 Greenville, PA 16125 Web: 1,173.97 1 Feb 2022 12:27:23 Labor Result 0.34 37.71 37.71 Page 2 of 2 r SO ■ r r r Fri r 4 ]N�rIN �R cuew►HvouNa*O Curran Young Construction 27399 Riverview Center Blvd, Suite 104 Bonita Springs, Florida 34134 Phone: (239) 829-8378 PCO #029 Project: 21004 - East Naples Welcome Center 3550 Thomasson Drive Naples, Florida 34112 Prime Contract Potential Change Order #029: 30" Refrigerator Space TO: Collier County Board of County FROM: Curran Young Construction Commissioners, FL 27399 Riverview Center Blvd Suite 104 c/o Facilities Management Division, 3335 Bonita Springs, Florida 34134 Tamiami Trail East Naples, Florida 34112 PCO NUMBER/REVISION: 029 / 0 CONTRACT: 1 - East Naples Community Park REQUEST RECEIVED FROM: CREATED BY: STATUS: Approved CREATED DATE: REFERENCE: PRIME CONTRACT CHANGE ORDER: FIELD CHANGE: No LOCATION: ACCOUNTING METHOD: SCHEDULE IMPACT: 1 day PAID IN FULL: EXECUTED: No SIGNED CHANGE ORDER RECEIVED DATE: TOTAL AMOUNT: POTENTIAL CHANGE ORDER TITLE: 30" Refrigerator Space CHANGE REASON: Design Development POTENTIAL CHANGE ORDER DESCRIPTION: (The Contract Is Changed As Follows) 30" Refrigerator Space: - Owner requested to increase refrigerator space at Pro Shop Space shall also be for a full height refrigerator - countertop shall be decreased Total length of the lower cabinets shall be reduced - end cabinet shall be reduced in width be 6" Shelves layout above shall be reconfigured - tightened up See attached layouts -sketches and email from Architect Welcome Center PO#4500210601, Collier County Project #80414 Carey Foley (Curran Young Construction) 1 /24/2022 None Amount Based No $273.00 ATTACHMENTS: PCO 29 - Fusion PCO 02.pdf , Redline Markups for existing Cabinet Changes.jpg , _Final Pro Shop Cabinets Layout-Sketch.pnq , Final Pro Shop Cabinets Layout -Sketch - Floor Plan.pnq , ENCP Welcome Center - Cabinet layout modifications at the Pro Shop.msq # I Budget Code Description Amount 1 06-310.SUB Cabinets Countertops.SUB 30" Refrigerator Space $260.00 Subtotal: $260.00 Fee (5.00% Applies to all line item types.): $13.00 Grand Total: $273.00 Nicholas De Ciccio (Jacobs) 5801 Pelican Bay Blvd., Suite 505 Naples, Florida 34108 Collier County Board of County Commissioners, FL c/o Facilities Management Division, 3335 Tamiami Trail East Naples, Florida 34112 Curran Young Construction 27399 Riverview Center Blvd Suite 104 Bonita Springs, Florida 34134 SIGNATURE DATE SIGNATURE DATE SIGNATURE DATE Curran Young Construction Page 1 of 1 Printed On: 3/20/2022 05:44 PM ■t, V�.i■ rii■ FUSION INDUSTRIES ■� IMMMMM/ - lam�iii ' I N T E R N A T I O N A L PROJECT: East Naples Welcome Center PROJECT NO: TO: ATTN: Curran Young Construction Carey Foley CHANGE PROPOSAL REQUEST DESCRIPTION OF THE PROPOSED CHANGE: Modify cabinet on site to fit the new refrigerator in the pro shop and add 2 fillers in Command Stattion per new cabinet Layout NET AMOUNT OF THIS CHANGE PROPOSAL NO DATE: 1 /21 /2022 JOB NO: 49354 HARD COPY WILL WILL NOT x PROPOSED CHANGE: $260.00 TOTAL ADD X DEDUCT BY: Miguel Gomez DATE: Note: Fusion Industries, LLC requires signed approval on all change orders before proceeding with described changes APPROVED BY: 16710 Gator Road Ft. Myers, Fl. 33912 Phone: (239) 415-7554 Fax: (239) 415-1970 DATE: NO CHANGE 1 /21 /2022 2 FOLLOW. „s-,z \ / o 9'Z H W� W L„ oai O JI L I z 0 0 J LL z 0 H H GI} LV . LLI LL LL N 0� U Ch cuew►HvouNa*O Curran Young Construction 27399 Riverview Center Blvd, Suite 104 Bonita Springs, Florida 34134 Phone: (239) 829-8378 TO PCO #030 Project: 21004 - East Naples Welcome Center 3550 Thomasson Drive Naples, Florida 34112 Prime Contract Potential Change Order #030: Concrete In -Fill at Walk -off Mat Recesses PCO NUMBER/REVISION REQUEST RECEIVED FROM: STATUS: REFERENCE: FIELD CHANGE: LOCATION: SCHEDULE IMPACT: EXECUTED: Collier County Board of County FROM: Curran Young Construction Commissioners, FL 27399 Riverview Center Blvd Suite 104 c/o Facilities Management Division, 3335 Bonita Springs, Florida 34134 Tamiami Trail East Naples, Florida 34112 030 / 0 CONTRACT: 1 - East Naples Community Park Welcome Center PO#4500210601, Collier County Project #80414 CREATED BY: Carey Foley (Curran Young Construction) Pending - In Review CREATED DATE: 1/24/2022 PRIME CONTRACT None CHANGE ORDER: No ACCOUNTING METHOD: Amount Based 2 days PAID IN FULL: No No SIGNED CHANGE ORDER RECEIVED DATE: TOTAL AMOUNT: $682.50 POTENTIAL CHANGE ORDER TITLE: Concrete In -Fill at Walk -off Mat Recesses CHANGE REASON: Field Condition POTENTIAL CHANGE ORDER DESCRIPTION: (The Contract Is Changed As Follows) Concrete In -Fill at Walk -off Mat Recesses: Owner has requested that the walk -off mat recesses (2) be filled in with concrete The direction from the Architect is to install and stamped or 'ribbed' pattern ATTACHMENTS: PCO 030 - Cougar CO #3 Fill Recesses .pdf # I Budget Code Description Amount 1 03-140.SUB Structural Concrete and Masonry.SUB Concrete In -Fill at Walk -off Mat Recesses $650.00 Subtotal: $650.00 Fee (5.00% Applies to all line item types.): $32.50 Grand Total: $682.50 Nicholas De Ciccio (Jacobs) 5801 Pelican Bay Blvd., Suite 505 Naples, Florida 34108 Collier County Board of County Commissioners, FL c/o Facilities Management Division, 3335 Tamiami Trail East Naples, Florida 34112 Curran Young Construction 27399 Riverview Center Blvd Suite 104 Bonita Springs, Florida 34134 SIGNATURE DATE SIGNATURE DATE SIGNATURE DATE Curran Young Construction Page 1 of 1 Printed On: 3/20/2022 05:54 PM 1 OL Ca panjas Request for Change Order #3 2/16/2022 To: Curran young Attn: Carey Foley Off: (239) 770-8269 Fax: Email: East Naples Welcome Center 3500 Thomasson Dr. Naples, FL 34112 We respectfully submit the following proposal to furnish all the labor and material needed to complete the indicated changes to the project noted above. Our price is based on written narrative below: Scope of work: Clean, prep, pour and finish 4 recessed locations. Total Price of Change order $ 650.00 *** Price reflects as narrative above*** *** If different, we reserve the right to add deduct as necessary*** Acceptance Signature Printed Name & Title Date General Excludes (Unless noted otherwise above): Trash, pre -treat, backfillinz of other trades, removal and hauling of spoils, sealers, test lab, inspections, dewaterin,g, Protection to finishes scheduled to remain, permitting, utility locates, disconnects & capping, damage to buried & unmarked utilities, patching, surface prep, floor _ grinding, construction and silt fencing, weatherproofing, vehicular and pedestrian traffic control, damage to sod, irrigation systems, unforeseen and hidden objects, rock excavation, furnishing misc. angles and frames, waterproofing and damp roofing, bentonite waterproofing setting of hollow metal frames, stained or polished concrete, epoxy coated rebar, pile cut-offs, firestop or fire -safe, masonry insulation, bonds , concrete arches Cougar Cutting, Inc. 1841 Ortiz Ave., Ft. Myers, FL 33905 Phone: (239)275-9334 cuew►HvouNa*O Curran Young Construction 27399 Riverview Center Blvd, Suite 104 Bonita Springs, Florida 34134 Phone: (239) 829-8378 PCO #032 Project: 21004 - East Naples Welcome Center 3550 Thomasson Drive Naples, Florida 34112 Prime Contract Potential Change Order #032: 6 Foot CMU Privacy Wall TO: Collier County Board of County FROM: Curran Young Construction Commissioners, FL 27399 Riverview Center Blvd Suite 104 c/o Facilities Management Division, 3335 Bonita Springs, Florida 34134 Tamiami Trail East Naples, Florida 34112 PCO NUMBER/REVISION: 032 / 0 CONTRACT: 1 - East Naples Community Park REQUEST RECEIVED FROM: CREATED BY: STATUS: Pending - In Review CREATED DATE: REFERENCE: PRIME CONTRACT CHANGE ORDER: FIELD CHANGE: No LOCATION: ACCOUNTING METHOD: SCHEDULE IMPACT: 4 days PAID IN FULL: EXECUTED: No SIGNED CHANGE ORDER RECEIVED DATE: TOTAL AMOUNT: POTENTIAL CHANGE ORDER TITLE: 6 Foot CMU Privacy Wall CHANGE REASON: Field Condition POTENTIAL CHANGE ORDER DESCRIPTION: (The Contract Is Changed As Follows) 6 Foot CMU Privacy Wall: - Owner requested a 6 foot high CMU privacy wall at the south side of the property - CMU wall shall conceal electrical service and air handlers from public view ATTACHMENTS: PCO 032 - Cougar PCO 02 CMU Wall.pdf Welcome Center PO#4500210601, Collier County Project #80414 Carey Foley (Curran Young Construction) 1 /24/2022 None Amount Based No $8,536.50 # I Budget Code Description Amount 1 03-140.SUB Structural Concrete and Masonry.SUB 6 Foot CMU Privacy Wall $8,130.00 Subtotal: $8,130.00 Fee (5.00% Applies to all line item types.): $406.50 Grand Total: $8,536.50 Nicholas De Ciccio (Jacobs) 5801 Pelican Bay Blvd., Suite 505 Naples, Florida 34108 Collier County Board of County Commissioners, FL c/o Facilities Management Division, 3335 Tamiami Trail East Naples, Florida 34112 Curran Young Construction 27399 Riverview Center Blvd Suite 104 Bonita Springs, Florida 34134 SIGNATURE DATE SIGNATURE DATE SIGNATURE DATE Curran Young Construction Page 1 of 1 Printed On: 3/20/2022 05:58 PM Request for Change Order #2 1/25/2022 To: Curran young Attn: Jamie Off: (239) 207-8514 Fax: Email: East Naples Welcome Center 3500 Thomasson Dr. Naples, FL 34112 We respectfully submit the following proposal to furnish all the labor and material needed to complete the indicated changes to the project noted above. Our price is based on written narrative below: Scope of work: Dig, prep and pour 1'x 2' Footer with dowels. Install CMU wall 50'x 7'4" wall. Price includes all equipment, materials, and labor to perform work. Total Price of Change order $ 8,130.00 *** Cougar assumes no liability or warranty if not engineered by FOR*** *** Price reflects as narrative above*** *** If different, we reserve the right to add deduct as necessary*** Cougar will not commence work without written change order. Acceptance Signature Printed Name & Title Date 1 General Excludes (Unless noted otherwise above): Trash, pre -treat, backfillinsz of other trades, removal and haulinsz of spoils, sealers, test lab, inspections, dewaterin,g, Protection to finishes scheduled to remain, permitting, utility locates, disconnects & capping, damage to buried & unmarked utilities, patching, surface prep, floor _ grinding, construction and silt fencing, weatherproofing, vehicular and pedestrian traffic control, damage to sod, irrigation systems, unforeseen and hidden objects, rock excavation, furnishing misc. angles and frames, waterproofing and damp roofing, bentonite waterproofing setting of hollow metal frames, stained or polished concrete, epoxy coated rebar, pile cut-offs, firestop or fire -safe, masonry insulation, bonds , concrete arches Cougar Cutting, Inc. 1841 Ortiz Ave., Ft. Myers, FL 33905 Phone: (239)275-9334 CURRANYOUN6OO PCO #034 Curran Young Construction 27399 Riverview Center Blvd, Suite 104 Bonita Springs, Florida 34134 Phone: (239) 829-8378 Project: 21004 - East Naples Welcome Center 3550 Thomasson Drive Naples, Florida 34112 Prime Contract Potential Change Order #034: Pro Shop Ceiling Changes TO: Collier County Board of County FROM: Curran Young Construction Commissioners, FL 27399 Riverview Center Blvd Suite 104 c/o Facilities Management Division, 3335 Bonita Springs, Florida 34134 Tamiami Trail East Naples, Florida 34112 PCO NUMBER/REVISION: 034 / 0 CONTRACT: 1 - East Naples Community Park Welcome Center PO#4500210601, Collier County Project #80414 REQUEST RECEIVED FROM: CREATED BY: Carey Foley (Curran Young Construction) STATUS: Pending - In Review CREATED DATE: 2/7/2022 REFERENCE: PRIME CONTRACT None CHANGE ORDER: FIELD CHANGE: No LOCATION: ACCOUNTING METHOD: Amount Based SCHEDULE IMPACT: 3 days PAID IN FULL: No EXECUTED: No SIGNED CHANGE ORDER RECEIVED DATE: TOTAL AMOUNT: $4,125.00 POTENTIAL CHANGE ORDER TITLE: Pro Shop Ceiling Changes CHANGE REASON: Design Development POTENTIAL CHANGE ORDER DESCRIPTION: (The Contract Is Changed As Follows) Pro Shop Ceiling Height Issues RFI 44's answer to 'lower ceiling 4"-6" to accommodate the 40"x12" grill and maximize the ceiling height as much as possible' has created other issues: There are several HVAC diffusers that will not fit and the ceiling needs to be lowered approx. 12" or more There are also several lights that will not fit and the ceiling needs to be lowered or the layout needs to be shifted This is ultimately because the trusses above cannot be cut Suggestion(s): The lights can likely be repositioned to work in the space The diffusers could possibly be repositioned but a new/different style of diffuser may need to be considered A site visit in coordination with our subcontractors is warranted ***We should plan to meet at 11AM on Wednesday just after the OAC meeting (1/19/22)*** RFI 53 - Answered - see attachments Added Soffit Relocated lights and diffusers as needed ATTACHMENTS: Soffit and Ceiling Framing Changes per RFI-53.pdf , _East Naples Community Park Welcome Center - RFI-53.doc , _RFI 53-SKETCH 1 (1).pdf , _RFI 53 Pro Shop Ceiling Height Issue - response.pdf # I Budget Code Description Amount 1 09-200.SUB Drywall Sub.SUB Pro Shop Ceiling Height Issues $3,750.00 Subtotal: $3,750.00 Fee (10.00% Applies to all line item types.): $375.00 Grand Total: $4,125.00 Curran Young Construction Page 1 of 2 Printed On: 2/16/2022 03:04 PM cueRANvouNa*O Nicholas De Ciccio (Jacobs) 5801 Pelican Bay Blvd., Suite 505 Naples, Florida 34108 Collier County Board of County Commissioners, FL c/o Facilities Management Division, 3335 Tamiami Trail East Naples, Florida 34112 PCO #034 Curran Young Construction 27399 Riverview Center Blvd Suite 104 Bonita Springs, Florida 34134 SIGNATURE DATE SIGNATURE DATE SIGNATURE DATE Curran Young Construction Page 2 of 2 Printed On: 2/16/2022 03:04 PM !VMMITN PLASTERINGAC. Stucco, Drywall, Metal Framing, Painting Proposal/Contract February 2, 2022 Curan Young Construction Re: ENCP Welcome Center Naples, FL Smith Plastering, Inc. proposes to furnish labor and materials on the above referenced job per plans dated (Revl-Rev4) in accordance to the following specifications: CE #001 RFI53 1. Frame, hang and finish soffit as shown. 2. Modify existing framed locations for A/C and diffusers in same room. Total.................................................................................................... 53,750.00 Exclusions and Clarifications 1. Caulking, sealant and backer rods excluded. 2. Protection of existing areas by others except slider tracks and windows. 3. All ceiling heights and configurations are figured per plan. As per OSHA requirements, all scaffold above any roof areas must be anchored to the roof. Smith Plastering will leave all scaffold cleats in place after scaffold is removed. Any roof rakes, or dormers that do not require scaffold, but require men to stand on a sloped portion of the roof, will have cleats installed for slip protection. It is the General Contractors responsibility to have any cleats, mud sills or anchors removed from the roof and repaired at their own expense. Roofing repairs due to the erection/dismantling of scaffold, and/or other fall protection, on the project are not included in this proposal. General 1. Trade related clean-up to on site dumpster provided by General Contractor. 2. All temporary power and potable water shall be provided by G.C. within 100' of work location. 3. Bid work for normal business hours. 4. Staging area for plaster and/or joint compound mixing operations with a wash -out area for tools and equipment will be provided by General Contractor. 5. All floors to be scraped and swept. 6. This bid proposal to become part of any forthcoming contract. 7. Pricing on this proposal is valid for 30 days after the date of submittal. 4384 Arnold Avenue, Naples, FL 34104 1 Phone (239) 594-7537 1 Fax (239) 594-5548 All material is guaranteed to be as specified, and the above work to be performed in accordance with the drawings and specifications submitted for above work and completed in a substantial workmanlike manner for the sum of (As Above) with the payments to be made as follows: DRAW SCHEDULE Any alteration or deviation from the above specifications involving extra cost, will be executed only upon written orders, and will become an extra charge over and above the estimate. All agreements contingent upon strikes, accidents or delays beyond our control. Owner to carry fire, tornado and other necessary insurance upon above work. Workman's Compensation and Public Liability Insurance on above work will be taken out by Smith Plastering Inc. Please sign both copies below and return one copy to my office. If you have any questions or need further clarifications, please give me a call. Any changes to the above must be in writing and signed by both parties. Sincerely, Marty Kehoe Estimator/Project Manager Accepted and acknowledged by: Signature and Title Date 4384 Arnold Avenue, Naples, FL 34104 1 Phone (239) 594-7537 1 Fax (239) 594-5548 ENCP RFI 53 KEY NOTES: 9 10 11 1. NEW GYPSUM BOARD SOFFIT AT 11'-6 " AFF (MIN. 11'-4" A.F.F. TO AVOID ISSUES AT THE WINDOW OPENINGS AND MAKE SURE THAT THE SHADE MOUNT DOES NOT OVERLAP THE TOP WINDOW FRAME). SOFFIT WIDTH TO ALIGN CENTER OF FIRST MULLION IF POSSIBLE. REFER TO DRAWING. :. , 2. DIFFUSERS TO REMAIN IN THE SAME ORIENTATION. 3. DIFFUSERS TO BE REPOSITIONED AND ORIENTED VERTICALLY TO AVOID LOWERING CEILING. ❑ ❑ ❑ } ' ❑1 o P 5'-6" WIDE SOFFIT. WIDTH a REQUIRED TO ACCOMMODATE 4. LOWER ALL LIGHT FIXTURES, SPRINKLER HEADS OR OTHER 11'-6'AFF''.' ° 8 ADJACENT LINE OFSPRINKLER CEILING MOUNTED DEVICES PLACED WITHIN SOFFIT AREA. ' HEAD WITHIN THE SOFFIT. 5. DIMENSION WAS FIELD REFER TO DIMENSIONS PROVIDED FOR LIGHT FIXTURE D ALIGNMENTS OF DIFFUSERS WITH LIGHT .� . VERIFIED LAYOUT AN 1 19 2022 IF POSSIBLE PLEASE LINE UP FIXTURES. .. �. t2-11" 8, 3,,., : ' .: 8'_3'r,: 8, 3;, 8'_3 3, 0 • .: EDGE OF SOFFIT WITH CENTER LINE OF STOREFRONT 6. LINEAR RECESSED FOR TRACK LIGHTING TO BEGIN WHERE �,� -■,.- MULLION ON EAST WINDOW s'-s^AFF EDGE SOFFIT ENDS (TYP.). Lc) {R1a s 7. WALL MOUNTED ROLLER SHADES. SHADE TO PROVIDE yvELcoME, COVER FOR 2 WINDOW SECTIONS. N CENT€RPRO r fV"(T.YP). _ sNoa 8. WALL MOUNTED ROLLER SHADES. SHADE TO PROVIDE �. 701 COVER FOR 1 WINDOW SECTION. a C MM AN - - ENT R C1.4 ■ +/'2`6"TYP. SHEET NOTES: iv FF N 1os r ■. ' r ■.. 1. KEY NOTES ARE INDICATIVE OF BEING TYPICAL (TYP.) 5'-6 5'-6 6-6" 5'-6^ T-0° B SIGNIFIES THE DETAIL OCCURS MORE THAN ONCE AND THE 10'-0^AFF +/-12'-6"AFF NOTE APPLIES TO ALL SIMILAR INSTANCES, UNLESS iQPAGE OTHERWISE NOTED. OFFICE ' 1oz, _ ■' ` ' ' 2. HEIGHT AND DIMENSIONS MAY VARY PER RECENT CHANGES - - - _:''� 11'-8"AFF MADE ON SITE. VERIFY HEIGHTS AND DIMENSIONS IN FIELD. DriEsslr,oRooM; 3. FOR ALL OTHER CEILING DETAILS AND HEIGHTS REFER TO ORIGINAL CONTRACT DOCUMENTS. +/-12'-6" nGG 4. FOR SHADE ROLLERS RESUBMIT SHOP DRAWINGS TO REFLECT s'-o^ s'-o° PROPOSED APPLICATIONS ON THIS DRAWING. w r �_ 6 ° 4 6,_1 6'-1 a 6 1 6 1' 3' 0 A Pro Shop Ceiling Height Issues N SCALE: 3/32" = V-0" SKETCH 1 Jacobs CURRANYOUNGO Curran Young Construction 27399 Riverview Center Blvd, Suite 104 Bonita Springs, Florida 34134 P: (239) 829-8378 Project: 21004 East Naples Welcome Center 3550 Thomasson Drive Naples, Florida 34112 RFI #53: Pro Shop Ceiling Height Issues Status Closed on 01/21/22 To Kevin Regalado, AIA (Jacobs) From Carey Foley (Curran Young Construction) Nicholas De Ciccio (Jacobs) 27399 Riverview Center Blvd Suite 104 Bernice Chavez (Jacobs) Bonita Springs, Florida 34134 Leila Multidor-Evelyn (Jacobs) Date Initiated Jan 14, 2022 Due Date Jan 28, 2022 Location Project Stage Course of Construction Cost Impact TBD Schedule Impact TBD Spec Section Cost Code 09-200 - Drywall Sub Drawing Number Reference Linked Drawings Received From Jamie Bridges (Curran Young Construction) Copies To Marianne Boos (J&D Heating And A/C Inc.), Jamie Bridges (Curran Young Construction), Carey Foley (Curran Young Construction), Marty Kehoe (Smith Plastering Inc.), Noel Miranda (Curran Young Construction), Jimmy Parker (J&D Heating And A/C Inc.), Jason Shetler (Arrow Electric, Inc.), Bryce Ward (Arrow Electric, Inc.) Activity Question Question from Carey Foley Curran Young Construction on Friday, Jan 14, 2022 at 03:27 PM EST Official Response There are several ceiling height issues in the Pro Shop: - RFI 44's answer to 'lower ceiling 4"-6" to accommodate the 40"x12" grill and maximize the ceiling height as much as possible' has created other issues: There are several HVAC diffusers that will not fit and the ceiling needs to be lowered approx. 12" or more There are also several lights that will not fit and the ceiling needs to be lowered or the layout needs to be shifted This is ultimately because the trusses above cannot be cut Suggestion(s): The lights can likely be repositioned to work in the space The diffusers could possibly be repositioned but a new/different style of diffuser may need to be considered A site visit in coordination with our subcontractors is warranted ***We should plan to meet at 11AM on Wednesday just after the OAC meeting (1/19/22)*** Response from Leila Multidor-Evelyn Jacobs on Thursday, Jan 20, 2022 at 02:09 PM EST Refer to attached sketch with proposed revised reflected ceiling at the Pro Shop based on site discussion on 1.19.2022 (with Nick D. & Leila (Jacobs) and Carey & Jamey B. (Curran Young)). Also please note the following: 1. Some lights, diffusers and niches for the track lighting shifted slightly to accommodate the proposed new soffit and to have a better alignment overall. Refer to dimensions provided on the attached sketch. 2. Information have been provided for layout of roller shade in order to make sure that they are coordinated with storefront and soffit layout at the Pro Shop. Please note that shop drawing re -submittal for the roller shade devices are still pending for our review and approval. please submit. Thanks. Attachments RFI 53-SKETCH 1.pdf Curran Young Construction Page 1 of 1 Printed On: Feb 3, 2022 08:47 AM EST cueeaNrouNaDO Curran Young Construction 27399 Riverview Center Blvd, Suite 104 Bonita Springs, Florida 34134 Phone: (239) 829-8378 PCO #036 Project: 21004 - East Naples Welcome Center 3550 Thomasson Drive Naples, Florida 34112 Prime Contract Potential Change Order #036: Spec Change For Fusion Tops TO: Collier County Board of County FROM: Curran Young Construction Commissioners, FL 27399 Riverview Center Blvd Suite 104 c/o Facilities Management Division, 3335 Bonita Springs, Florida 34134 Tamiami Trail East Naples, Florida 34112 PCO NUMBER/REVISION: 036 / 0 CONTRACT: 1 - East Naples Community Park Welcome Center PO#4500210601, Collier County Project #80414 REQUEST RECEIVED FROM: CREATED BY: Ryan Eisenhauer (Curran Young Construction) STATUS: Approved CREATED DATE: 3/21/2022 REFERENCE: PRIME CONTRACT None CHANGE ORDER: FIELD CHANGE: No LOCATION: ACCOUNTING METHOD: Amount Based SCHEDULE IMPACT: PAID IN FULL: No EXECUTED: No SIGNED CHANGE ORDER RECEIVED DATE: TOTAL AMOUNT: $3,853.50 POTENTIAL CHANGE ORDER TITLE: Spec Change For Fusion Tops CHANGE REASON: Design Development POTENTIAL CHANGE ORDER DESCRIPTION: (The Contract Is Changed As Follows) Spec Change For Fusion Tops Fusion Industries included Level 1 Silestone quartz sills and counter tops. Per the submittal review the finish is to be Formica Traditions Bleached Concrete which is an upcharge of $3,670. ATTACHMENTS: Jacobs 04-27-21 ENWC Welcome Center Interior Finishes (6).pdf , REV. Change Proposal 1.pdf # I Budget Code Description Amount 1 06-310.SUB Cabinets Countertops.SUB Spec Change For Fusion Tops $3,670.00 Subtotal: $3,670.00 Fee (5.00% Applies to all line item types.): $183.50 Grand Total: $3,853.50 Nicholas De Ciccio (Jacobs) 5801 Pelican Bay Blvd., Suite 505 Naples, Florida 34108 Collier County Board of County Commissioners, FL c/o Facilities Management Division, 3335 Tamiami Trail East Naples, Florida 34112 Curran Young Construction 27399 Riverview Center Blvd Suite 104 Bonita Springs, Florida 34134 SIGNATURE DATE SIGNATURE DATE SIGNATURE DATE Curran Young Construction Page 1 of 1 Printed On: 3/23/2022 09:35 AM .dAff0a1&1kqL O: zask4h :.....,=.,FUSION INDUSTRIES PROJECT: East Naples Welcome Center PROJECT NO: TO: ATTN Curran Young Construction Ryan Eisenhauer Noel Miranda CHANGE PROPOSAL REQUEST DESCRIPTION OF THE PROPOSED CHANGE: CHANGE PROPOSAL NO DATE: 3/1 /2022 JOB NO: 51179 REV. 1 HARD COPY WILL WILL NOT x FOLLOW. Per CE #001 - Current Drawings Thru REV 4 - All countertop and window sills change from Fusion level 1 to Formica Bleached Concrete Material Cost $ 1,651.50 Manufacture cost $ 1,284.50 Delivery Cost $ 183.50 Installation $ 200.50 Profit & OH $ 350.00 Total $ 3,670.00 NET AMOUNT OF THIS PROPOSED CHANGE: $3,670.00 TOTAL ADD X DEDUCT NO CHANGE BY: Brady Ernst DATE: 3/1/2022 Note: Fusion Industries, LLC requires signed approval on all change orders before proceeding with described changes APPROVED BY: DATE: 16710 Gator Road Ft. Myers, F1. 33912 Phone: (239) 415-7554 Fax: (239) 415-1970 EAST NAPLES COMMUNITY PARK WELCOME CENTER INTERIOR FINISHES EAST NAPLES COMMUNITYPA -WELCOME PRO SHOP EX HI BIT 10N EXCI3 12X24 ARMTi RONG CONSTANTS WALNUT SW 7005 Pure White :ntozfiar E%terinr -Scat-or Nu rr her: 2 5 5-C 1 'ed'A LL 1}9IN I SOL IU SURFAC E COUPJT LR 7 OP FORMICA TRADITION5 BLEACWEID CONCRETE 5883-56 PECAN WOODLINE F, �)Jarpb5 2019 COMMAND CENTER OFFICE / COMM. RQQNI ESD ARMS'TRIONG EXCELON SDT RIDGE JDHhFSDNITE TPA[] ITIONAL WALL BASE MYST IC • r , l ' r •ll� � 1 i 116 r 1 � �M1 • l y: — 1 � • � � I .. i. � _ {.y is � dl jk . t; VCT ARMSTRONG PRE MIUM EXC ELO N Cii ROMASM PAYNESS GRAY 5883-58 PECAN WOO DU NE SOLID SUI?FACE (OUNIFD TOP FORMICA TRAGITIGNS BLEACHED CONCRETE Cs)Jacotis 2-Q19 R F ST R O O MS EXHIBITION EXO � ]2 X 24 DAUILE KEYSTONE SURD[ GRAY D182 2X4 OR aX2 MATERIKA LIGHT GREY P-4 **—angwt vop-j SLOAN AD-8200 WHITE SIN K A|NLESS STEEL SKIRT � DALTILECOLOR W14CELLINEAR DESERT GRAY X114 — 4'X12' DALTILE COLOR WHEEL LINEAR ART I WHITE 0190 — X12- YELLOW LOCKERS CHARCOAL PARTITIONS &Jacobs 2019 ............ SAMPLE PICTURES WELCOME CENTER a W) { pq aw COMMAND CENTER fl�p,bgg�y5d RESTROOMS 5 (t: J,:LUb1- 2 0 ' 4 @Jacobs 2019 9 %jacobs Challenging today. 0 in @ Reinventing tomorrow, wf CURRANYOUN6OO PCO #037 Curran Young Construction 27399 Riverview Center Blvd, Suite 104 Bonita Springs, Florida 34134 Phone: (239) 829-8378 Project: 21004 - East Naples Welcome Center 3550 Thomasson Drive Naples, Florida 34112 Prime Contract Potential Change Order #037: ACT Ceiling at Electrical Room TO: Collier County Board of County FROM: Curran Young Construction Commissioners, FL 27399 Riverview Center Blvd Suite 104 c/o Facilities Management Division, 3335 Bonita Springs, Florida 34134 Tamiami Trail East Naples, Florida 34112 PCO NUMBER/REVISION: 037 / 0 CONTRACT: 1 - East Naples Community Park Welcome Center PO#4500210601, Collier County Project #80414 REQUEST RECEIVED FROM: CREATED BY: Ryan Eisenhauer (Curran Young Construction) STATUS: Approved CREATED DATE: 3/21/2022 REFERENCE: PRIME CONTRACT None CHANGE ORDER: FIELD CHANGE: No LOCATION: ACCOUNTING METHOD: Amount Based SCHEDULE IMPACT: PAID IN FULL: No EXECUTED: No SIGNED CHANGE ORDER RECEIVED DATE: TOTAL AMOUNT: $905.56 POTENTIAL CHANGE ORDER TITLE: ACT Ceiling at Electrical Room CHANGE REASON: Design Development POTENTIAL CHANGE ORDER DESCRIPTION: (The Contract Is Changed As Follows) ACT Ceiling at Electrical Room ACT Ceiling at Electrical Room: - this is to contain conditioned air and reduce dust LTA amI ATTACHMENTS: COR#1.xls.pdf , COR#1.Pdf # Budget Code Description Amount 1 $0.00 2 09-530.SUB ACT Sub.SUB ACT Ceiling at Electrical Room $862.44 Subtotal: $862.44 Fee (5.00% Applies to all line item types.): $43.12 Grand Total: $905.56 Curran Young Construction Page 1 of 2 Printed On: 3/23/2022 09:48 AM cueRANvouNa*O Nicholas De Ciccio (Jacobs) 5801 Pelican Bay Blvd., Suite 505 Naples, Florida 34108 Collier County Board of County Commissioners, FL c/o Facilities Management Division, 3335 Tamiami Trail East Naples, Florida 34112 PCO #037 Curran Young Construction 27399 Riverview Center Blvd Suite 104 Bonita Springs, Florida 34134 SIGNATURE DATE SIGNATURE DATE SIGNATURE DATE Curran Young Construction Page 2 of 2 Printed On: 3/21/2022 06:22 PM io�rir—.g 12011 Amedicus Lane, Suite 6, Fort Myers, Florida, 33907 Phone 561-809-1292, Email georgeg@bolcor.com PROJECT M-ER: Mike Fitzgerald DATE: 17-Feb-22 REVISION NUMBER: RFI*60 JOB#; LASTREVISION _E: CHANGE ORDER A' JOB NAME: East Naples Community Park revised ADDRESS: 3500 Thomasson Dr CLIENT: Curran young Constr LLC Naples FL 34112 ADDRESS: 27399 Riverview Center Blvd N 104 Bonita Springs FL 34134 SCOPE: Acoustical Ceilings PHONE: 239-829-8378 CONTACT: Estimating E-MAIL, nmu'andala cmre SCOPE OFINORK ®®� COLOR NUMBER install S spension System ----�—�� FIR # 60 Add acousbcal ceiling in electrical Room 108 Proposal Includes penetrations in tile for ceiling mounted devices Proposal Excludes sound bait insulation as part of ceiling assembly Bolcor Commercial Floorina Estimator / Project Manager Name: Title: Total 1 $ 862.44 East Naples Community SC-21004-09-530 Noel Miranda Carey Foley OWNER CHANGE ORDER NO. Curren & Young ENGINEER CONTRACTOR IS DIRECTED TO COMPLETE THE FOLLOWING EXTRA WORK CHANGES IN CONTRACT DOCUMENTS SCOPE DESCRIPTION PAYMENT TERMS AND IMPACT ON PAYMENT PROGRESS SPECIFICATIONS AND OTHER PROVISIONS CHANGE IN CONTRACT PRICE ORIGINAL PRICE NET CHANGES OF PREVIOUS CHANGE ORDERS CHANGE IN CONTRACT TIMES ORIGINAL TIMES NET CHANGES OF PREVIOUS CHANGE ORDERS IN DAYS NET INCREASE/DECREASE NET INCREASE/DECREASE _ TOTAL CONTRACT PRICE WITH TOTAL CONTRACT TIME WITH APPROVED CHANGES APPROVED CHANGES EXTRA WORK DISCUSSION DOCUMENTATION I Work / Change Has Been Discussed With NAME & TITLE NAME & TITLE ACCEPTED BY CONTRACTOR APPROVED BY OWNER DATE DATE DATE cuew►HvouNa*O Curran Young Construction 27399 Riverview Center Blvd, Suite 104 Bonita Springs, Florida 34134 Phone: (239) 829-8378 PCO #038 Project: 21004 - East Naples Welcome Center 3550 Thomasson Drive Naples, Florida 34112 Prime Contract Potential Change Order #038: Trench For Conduit TO: Collier County Board of County FROM: Curran Young Construction Commissioners, FL 27399 Riverview Center Blvd Suite 104 c/o Facilities Management Division, 3335 Bonita Springs, Florida 34134 Tamiami Trail East Naples, Florida 34112 PCO NUMBER/REVISION: 038 / 0 CONTRACT: 1 - East Naples Community Park REQUEST RECEIVED FROM: CREATED BY: STATUS: Approved CREATED DATE: REFERENCE: PRIME CONTRACT CHANGE ORDER: FIELD CHANGE: No LOCATION: ACCOUNTING METHOD: SCHEDULE IMPACT: PAID IN FULL: EXECUTED: No SIGNED CHANGE ORDER RECEIVED DATE: TOTAL AMOUNT: POTENTIAL CHANGE ORDER TITLE: Trench For Conduit CHANGE REASON: CYC Operations POTENTIAL CHANGE ORDER DESCRIPTION: (The Contract Is Changed As Follows) Trench For Conduit Cut 8'x 6" trench for conduit. ATTACHMENTS: CO #4 Cut Trench.pdf Welcome Center PO#4500210601, Collier County Project #80414 Ryan Eisenhauer (Curran Young Construction) 3/21 /2022 None Amount Based No $750.75 # I Budget Code Description Amount 1 03-140.SUB Structural Concrete and Masonry.SUB Saw Cutting for Conduit $715.00 Subtotal: $715.00 Fee (5.00% Applies to all line item types.): $35.75 Grand Total: $750.75 Nicholas De Ciccio (Jacobs) 5801 Pelican Bay Blvd., Suite 505 Naples, Florida 34108 Collier County Board of County Commissioners, FL c/o Facilities Management Division, 3335 Tamiami Trail East Naples, Florida 34112 Curran Young Construction 27399 Riverview Center Blvd Suite 104 Bonita Springs, Florida 34134 SIGNATURE DATE SIGNATURE DATE SIGNATURE DATE Curran Young Construction Page 1 of 1 Printed On: 3/23/2022 09:57 AM 1 OL Ca panjas Request for Change Order #4 3/10/2022 To: Ryan Eisenhauer Attn: Ryan Off: (239) 272-2125 Fax: Email: East Naples Welcome Center 3500 Thomasson Dr. Naples, FL 34112 We respectfully submit the following proposal to furnish all the labor and material needed to complete the indicated changes to the project noted above. Our price is based on written narrative below: Scope of work: Cut our 8'x 6" trench for conduit, Pour pack by OTHERS. Total Price of Change order $ 715.00 *** Price reflects as narrative above*** *** If different, we reserve the right to add deduct as necessary*** Acceptance Signature Printed Name & Title Date General Excludes (Unless noted otherwise above): Trash, pre -treat, backfillinz of other trades, removal and haulinsz of spoils, sealers, test lab, inspections, dewaterin,g, Protection to finishes scheduled to remain, permitting, utility locates, disconnects & capping, damage to buried & unmarked utilities, patching, surface prep, floor _ grinding, construction and silt fencing, weatherproofing, vehicular and pedestrian traffic control, damage to sod, irrigation systems, unforeseen and hidden objects, rock excavation, furnishing misc. angles and frames, waterproofing and damp roofing, bentonite waterproofing setting of hollow metal frames, stained or polished concrete, epoxy coated rebar, pile cut-offs, firestop or fire -safe, masonry insulation, bonds , concrete arches Cougar Cutting, Inc. 1841 Ortiz Ave., Ft. Myers, FL 33905 Phone: (239)275-9334 cuew►HvouNa*O PCO #039 Curran Young Construction Project: 21004 - East Naples Welcome Center 27399 Riverview Center Blvd, Suite 104 3550 Thomasson Drive Bonita Springs, Florida 34134 Naples, Florida 34112 Phone: (239) 829-8378 Prime Contract Potential Change Order #039: Install 2 New Inlets and ADS In Order To Lower Sewer Main TO: Collier County Board of County FROM: Curran Young Construction Commissioners, FL 27399 Riverview Center Blvd Suite 104 c/o Facilities Management Division, 3335 Bonita Springs, Florida 34134 Tamiami Trail East Naples, Florida 34112 PCO NUMBER/REVISION: 039 / 0 CONTRACT: 1 - East Naples Community Park Welcome Center PO#4500210601, Collier County Project #80414 REQUEST RECEIVED FROM: CREATED BY: Ryan Eisenhauer (Curran Young Construction) STATUS: Approved CREATED DATE: 3/21/2022 REFERENCE: PRIME CONTRACT None CHANGE ORDER: FIELD CHANGE: No LOCATION: ACCOUNTING METHOD: Amount Based SCHEDULE IMPACT: PAID IN FULL: No EXECUTED: No SIGNED CHANGE ORDER RECEIVED DATE: TOTAL AMOUNT. $41,897.54 POTENTIAL CHANGE ORDER TITLE: Install 2 New Inlets and ADS In Order To Lower Sewer Main CHANGE REASON: Field Condition POTENTIAL CHANGE ORDER DESCRIPTION: (The Contract Is Changed As Follows) Install 2 New Inlets and ADS In Order To Lower Sewer Main Install 2 New Inlets and ADS In Order To Lower Sewer Main, per proposal and sketches attached. ATTACHMENTS: ENWC- Install (2) New inlets SC-210004-31-310 CCO#004.pdf , _QUOTE#17202 CURRAN YOUNG.pdf , _Sub#022200-1.1 - Drainage Asbuilts Reviewed ABB.pdf , _012622 Sewer Asbuilts Markup_pdf , _ENCP WC Memo_012722.pdf # Budget Code Description Amount 1 33-800.SUB Site Utility Sub.SUB Install 2 New Inlets and ADS In Order To Lower Sewer Main $35,857.44 2 33-800.SUB Site Utility SUb.SUB Storm Structures $4,044.98 Subtotal: $39,902.42 Fee (5.00% Applies to all line item types.): $1,995.12 Grand Total: $41,897.54 Nicholas De Ciccio (Jacobs) 5801 Pelican Bay Blvd., Suite 505 Naples, Florida 34108 Collier County Board of County Commissioners, FL c/o Facilities Management Division, 3335 Tamiami Trail East Naples, Florida 34112 Curran Young Construction 27399 Riverview Center Blvd Suite 104 Bonita Springs, Florida 34134 SIGNATURE DATE SIGNATURE DATE SIGNATURE DATE Curran Young Construction Page 1 of 1 Printed On: 3/23/2022 10:13 AM SUBCONTRACTOR CHANGE ORDER FORM #XX Revisions to the Contract for Construction between GENERAL CONTRACTOR and SUB -CONTRACTOR are agreed as follows. 00000- ENWC 3/11/2022 Name Address Date of Commencement CHANGES: Description of the added/deleted/revised Work WORK DESCRIPTION: ENWC- Install (2) New inlets SC-210004-31-310 CCO#004 REASON FOR CHANGES: LIST OF - Drawings / RFI's / Narratvies / Emails (ATTACHED): nRlr lNAI cropF IN RACF rnNTRArT Innly rp-drarl fnr crnna rhanop nr altprnntal MATERIAL Unit Cost (Dollar Per) Unit (LF, SQF, YDS) x Quantity - XXXXX $0 / LF x 0 = 0 XXXXX $0 / SOFT x 0 = 0 XXXXX $0 / XXXX x 0 = 0 Original Material Value $0.00 MANPOWER Unit Cost (Dollar Per) Hours x Quantity - Foreman $0 / hr x 0 = 0 Journeyman $0 / hr x 0 = 0 Laborer $0 / hr x 0 = 0 Original Manpower Value $0.00 EQUIPMENT Unit Cost (Dollar Per) Hours x Quantity - Equip Type 1 $0 / hr x 0 = 0 Equip Type 2 $0 / hr x 0 = 0 Original Manpower Value $0.00 Original Scope Valuel $0.00 NEW OR ADDED SCOPE 9r MATERIAL Unit Cost (Dollar Per) Unit (LF, SQF, YDS) x Quantity - 24" ADS $30 / LF x 16 = 480 #57 Stone (Delivered) $35 / TON x 155 = 5425 $0 / x 0 = 0 New Material Value $5,905.00 MANPOWER Unit Cost (Dollar Per) Hours x Quantity - Foreman $60 / hr x 45 = 2700 Operator $40 / hr x 45 = 1800 Tail Man $30 hr 45 1350 Pipe Layer $34 hr 45 1530 Pipe Layer $34 / hr x 45 = 1530 New Manpower Value $8,910.00 EQUIPMENT Unit Cost (Dollar Per) Hours x Quantity - Excavator $105 / hr x 45 4725 Service Truck $65 / hr x 45 2925 Pump $65 / hr X1 45 2925 Compactor $30 / hr X1 45 1350 Hammer $105 / hr x 45 4725 Skidsteer $60 / hr x 45 = 2700 x New Manpower Value $19,350.00 New Scope Valuel 1 $34,165.00 TOTAL CHANGE ORDER VALUE DELTAI $34,165.00 OH = 5% $1,708.25 TOTAL CHANGE ORDER VALUEJ $35,873.25 CONTRACT DURATION: Substantial Completion PRIOR to this Change (including previously approved Change Orders): Substantial Completion AFTER this Change: TOTAL CHANGE: days + or ("AST SYSTEMS L.L.C. Bill to: CPU Contact: Phone : Customer ID: CPU PO: Terms: PREPAY Structure ID Structure Type CAST SYSTEMS, LLC 19400 PEACHLAND BLVD PORT CHARLOTTE, FL 33948 Phone: (941) 625-3474 Fax: (941) 255-9448 Job Number: 17202 Order Date: 2/4/2022 Office Deliveryto: CURRAN YOUNG CONSTRUCTION C INLETS Project Manager: Fax: Phone : Fax: ShipVia: Sales Rep: ADAM ROWAN Structure Weight Height Qty Price/Average Amount C INLET W/ USF# 170-E STORM CB-01 Letter Box C INLET W/ USF# 170-E STORM 8,741 9.50 $1,883.27 CB-02 Letter Box C INLET W/ USF# 170-E STORM 8,831 9.60 $1,897.08 17,572 2 $1,890.18 $3,780.35 Totals 17,572 $3,780.35 Taxable Non -Taxable $3,780.35 $0.00 Sub Total $3,780.35 Tax $264.63 Total $4,044.98 Page 1 of 1 1-1 1-2 1-3 1-4 1-5 F6 F7 F8 F9 IL 1 0 IL 1 1 T A yv• 1 • 4. 1 1 I I I) ! I I I / A Tom" B C D 1 27. PICKLEBALL COURTS (TYP.) 1 • 45.1 PROP. CB W/ SOLID TOP RIM ELEV. = +/-6.0 W INV. = MATCH EXIST. E INV. _ (-)1.93 EXIST. 24" RCP PROP. 6" SS LATERAL INV. = +/- 1.19 EXIST. 24" RCP TO BE REMOVED 1 A„ I o rol PROP. 24" GRADE=+/-6.1 CE=3.2 E F G H J K L M N I Y v 9.30 i �• 9.32 1 _2I _(_'^. 18 9.1 r1 , 68 I I CONNECT SS LATERAL TO MAIN m4.66 ' INV. = ±(-) 1.12' N 645213.3334 ABB AS-BUILTS FROM FIELD E 4 465 _ _ _,�' I Em CHECK ON 01/18/22 VFIRE ' 1" WATER I ----------------------- HYDRANT '"` METER '\,x 65 '• .' LF 6 PVC SDR-26 �' 6" S.S. C.W5,� ' S.S. LATERAL@1.047 MIN ,e I RIM = 5.INV. (-� 00 I N 65161.0 $ E 4 5721. , I S.S. MH IM-±5.7 _ _------__FPL TRANSFORMER NE INV.=±0.04 '14'COVERED AREA 1 -- ---___- -------_ PAD \ •ma's ® PROP. CBW/SOLID TOP RIM ELEV. = +/-6.1�' 045.82 E INV. = MATCH EXIST. - - _ _ - - - - - - W INV. _ (-)1.93 m4. 7 1.. - - 51.4 ¢' RO SHOP o I W LF 6 PVC SDR-26 1 1 10' 1 EASEMENT �I ft� S.S. LATERAL@1.04% MIN 1 (OR1568, PG1648) Lj_ 1.73% I I v I 1 ?_ I 6" S.S. C.0 • 4.91J 1 - - - RIM = 6.49' W.M. INV. = M 0.94 F� Zr wv N = 645110.4521 1 1 c 6" S.S. C.0 1 1 E = 405723.9973 1 RIM =', .4 0' 16.2 LF 6 PVC SDR-26 1 EXIST. 2RRCP I INV. = 9 9', S S I ATERAL@1 04% MIN STORM INV. = +/-0.7 AT CONFLICT N 645 1 11 5713.2154 1.11 71 LE 6 PVC SDR-26 GRATE=4.31 Ex1 S.S. LATERAL@1.04% MIN 1 1 E INV.=(-)0.8 1 +/-X LF OF 1.04% 1 1 EX. 24" RCP TBR y v I I I I I 4.97 ( 5.09 1 � EX. CB I 1 GRATE=4.21 1 RIM S=S ,5r20', 1 1 w INv.=1.2 INv. = yk7', • EXIST. 57 1 N 645027.90 1 1-L�0 t4 81 1 1 STONE E 405713.4119 1 EXIST. ASPHALT l L` - f L - - - - - - ` - J - - - - - - - - - - - - - - - - -Q- - - - - - - - - - - - - - --- -- ------ - -- - - - ti_ o o I I CONCRETE SANITARY SEWER LF 6 PVC SDR-26 PAD CONNECTION (SEE S.S. LATERAL@1.04% MIN I PLUMBING PLANS FOR �� 1 CONNECTION TO BLDG) 1 I 1 N 644898.8944 6" S.S. C.0 1 1 E 405550.6365 RIM =l�', 5.16' I LL_ y Ile 191.75' INV. _', M ( .03 4.941 1 5.11 6.66 N - 644952.7777 E = 405713.3019 1 29 LF 6 PVC SDR-26 O 1 1 SSLATERAL@10IN 1 -- a o .. .4% M 1J ® PAVILLION L L - - 402.00" 30.05' 0 0 12.Y 0 3n 39.6' N WELCOME CENTER °1 .63 0 1 r CBS BUILDING w 11g • 6" S.S. C.0 I r 1 1 I F.F= 8.5' $ I 0) RIM = 5.92' 1 1 I 0.8' I ♦ �- INV. = 2® 6" S.S. C.0 L - 11 p N 644888.6504 I 1 RIM =5, 82 r 1 4.981 o.e' ° E 405670.1104 / y INV. _ �4.01 •• ,� 12' 4.94,- N 644924.4139 1 I E 405713.3656 1 1.2' IV M Cn N v, 0 Q ABBREVIATION5 AND LEGEND LEGEND: STRM EXISTING STORM DRAIN - - 8in SS - - - EXISTING SANITARY SEWER IV) -f1 W EXISTING WATER MAIN (8") - - 1 Oin SS - - - EXISTING SANITARY SEWER (10") - - -ill- EXISTING WATER MAIN (16") y LIGHT POLE ® FIBER OPTIC (DO IRRIGATION GATE VALVE © BOLLARD CT7 TELEPHONE IDT TELEPHONE 4 POWER 0 FIRE HYDRANT S� SANITARY MANHOLE LEGEND: ■ PROPOSED BUILDING PROPOSED SIDEWALK I PROPOSED ASPHALT DRIVEWAY ■ PROPOSED 57 STONE I PROPOSED CONCRETE 103.3' LF 6 PVC $DR-26 `. •._.._.._.•_•._ I I 1 ° ° °- ° °I S.S. LATERAL@1104% MIN ® 1 0. 1 g 0 ......... FfF�E:':''''''''''''':ll�I E CB 1 n 6" S.S. C.0 LF 6 PVC SD -26 �• r 1 1 30 1 1 RIM = 6.46' ja2 LATERAL@1.04% MIN r� 1 1 ' _ �2', PICKLEBALL B 70 INV. LF 6 PVC SDR-26 �I jl c COURT (TYP.) 6.40 S S. LATERAL@1.04% MIN MEL 1 8' CLF 1 / <OX ®I I TR SFORMER- / 1 / D (ELEV.=±4.9') I \\WATER-- S�RVICE / • 5.93 / 5' FPL FO EASEMENT EJ 1 / I �B �..� (OR4728, PG1024) / 1 04 I I I CHAIN INK W EXIST. 57 , I WV F NCE 1.28 aX99 \\ // �� // STONE / I 1i 'I 10 CLF_ - _ 10 ACCESS AND------------- - `------- - - - - ---- - - - - -- I �� LEASE UTILITY EASEMENTI I i / \I \I \ \` I I OUNDARY CELL TOWER (OR5563, PG928) I .------ - - - - -- r--- ------ I I (OR5238, PG2212) 10 1 \ I r I I ACCESS AND TILITY EASEMENT 1• 1 t \ I I OR5563 PG928 \ I 1 I ' II i ►i / 63.50' r - 232.00' - '� , I I= 1 r= I 6.5 1 ' ° LF 4 PVC SDR-26 1 I 1 11 S.S. LATERAL@1.04% MI E� 1 I 11 (PLUGGED) i 00, I I 6 S. S. C. 0 L J L J RIM =--00' 6.83' I N V. = 4-e-C�' 1 _ N 644889.9077 1 Ir 7 E 405550.6351 A PnRTInN nF THE nF 5Fr'TInN 24 - TnWNSHIP 5n ch )TH - RANr;F 21i FAST r:nl I IFR r:nl )NTY A nRI0A LOCATION MAP A B C (NOT TO 5CALE)) LEGAL DESCRIPTION: LEGAL DESCRIPTION: THE NORTHERLY 1940.99 FEET OE WESTERLY 1 290 FEET OE SECTION 24, TOWNSHIP 50 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, LE55 THE NORTH 7 1 0 FEET OF WEST 990 FEET, AND LE55 THE NORTH 50 FEET FOR ROAD RIGHT- OF- WAY; SUBJECT TO I=LORIDA POWER AND LIGHT POLE EASEMENT RECORDED IN O.R BOOK 657, PAGE 1037, DRAINEGE EASEMENT RECORDED IN O.R BOOK 207, PAGE 5 1 9, AND OTHER RESTRICTIONS, RESERVATIONS AND EASEMENTS OF RECORD. CERTIFICATE NOTE: PARCEL ID: 003956(50009 SURVEYOR'S NOTES: I hereby certify that the SEWER ASBUILT SURVEY hereon was completed under my direction on OCTUBER 18, 2021, and that said survey is true and correct to the best of my knowledge and belief. There are no above ground encroachments, other than those shown hereon. 1) The above captioned Property was surveyed and described based on the above Legal Description: Provided by Client. I further certify that this survey meets the STA: NDARDS OF PRACTICE FOR SURVEYS set forth by the FLORIDA BOARD OF SURVEYORS 2) The lands shown hereon were not abstracted for easements or other recorded encumbrances not shown on the plat and the same, AND MAPPERS, Chapter 5J-17.050(10)(i) (Florida Administrative Code), as adopted by the Department of Agriculture and ConsumerServices, pursuant to Section 472.027 Florida STA:te STA:tutes. if an ma not be shown on this section Curran Young Construction Submittal Review The General Contractor has reviewed this submittal for general conformance to the Contract Documents. By indicating any "REVIWED" status below shall mean that to the best of the GC's knowledge the submittal appears to be in compliance with the Contract Documents. The Subcontractor acknowledges that nothing herein shall relieve them from full conformance or correcting errors or omissions required by the Contract Documents. E] APPROVED 1:1 REVIEWED AS NOTED El REVIEWED 0 REVISE/RESUBMIT REVIEWED BY: Carey Foley DATE: 01/10/2022 8:40:32 AM GRAPHIC SCALE 0 15 30 ( IN FEET ) 1 INCH= 30 FEET y y LEVEL TECH SURVEYORS, LLC 3) Bearings shown hereon are based on an assumed Meridian and referenced on the Centerline of THOMASSON DR . Being N 89'21'05"E DATUM NOTE: 4) Ownership subject to opinion of the Title. 5) Zoning and Setbacks are not verified by this survey. 6) THIS AS -BUILT IS COVERED BY PROFESSIONAL LIABILITY INSURANCE 7) Flood Elevation Information: Community: 120067 COLLIER COUNTY. FIRM Panel: 12021CO582 Flood Zone: AE Date of FIRM: 05/16/2012 Suffix: H Base Flood Elevation: 7' 8 The minimum relative diSTA: nce accuracyfor this type of Survey is 1 foot in 10 000 feet. The accuracy obtained b measurement yP y � y y and calculation of closed geometric figures was found to exceed this requirement. Well -identified features as depicted on the Survey Map were measured to an estimated horizontal positional accurecy of 1 /10 foot. A v 6473 W• STA:TE OF FLORIDAF 9) Elevation shown hereon are relative to the National American Vertical Datum 1988 (N.A.V.D.88) of mean sea level and are based on a sIoN�L suxvEY°¢� Benchmark supplied by the Engineering Department of COLLIER COUNTY. CONTROL POINTS SET ON FIELD Field date: 7 011812021.......... FINAL AS -BUILT ,SURVEY CONTROL POINT # 125 CONTROL POINT NO.TP-25 R ON ALD W. WALLING SET Y4" IRON ROD SET MAG NAIL & DISK PROFESSIONAL LAND SURVEYOR, NO. 6473 CERTI FI ED TO: N = 646085.9626 N=646138.37 STA: TE OF FLORIDA E = 404726.1717 E=405791.38 LOCATION: -CURRAN YOUNG CONSTRUCTION LOCATION: ESTA:MPED "THOMASSON DR 243 FEET TO ALLADIN LN" STA:MPED "THOMASSON DR 191 FEET To DOMINION DR" E F G H I J K L M N 0 Q BENCHMARK used: BENCHMARK DESCRIPTION ELEV. THE BENCHMARK DISC BEARING THE MARK LOGO CGS AND STA: MPED "V 250 1965" SET IN TOP OF CONCRETE AD1231 MONUMENT.ABOUT 1.7 MILES SOUTHEAST ALONG U.S.HIGHWAY 41 FROM THE COURTHOUSE AT NAPLES, 0.2 MILE 4.32'(NAVD88)' NORTHWEST OF HIGHWAY BRIDGE NO.16 A. AD8637 THE MARK DD IS A SURVEY DISC LOCATED IN THE NORTHWEST QUARTER OF SEC.19TWP 505, , , 7.O'(NAVD88)' RGE 26E, 4.0 VILLA SOUTHEAST OF NAPLES, IN YHE MEDIAN OF U.S. HIGHWAY 41/TAMIAMI TRAIL Elevations shown hereon are relative to the North American Vertical Datum of 1988 (NAVD 88) and are based on Benchmark supplied by the Engineering Department of COLLIER County. 7-♦ 8-1 10-♦ N z � Q � a V � Z / Q LEVEL -TECH 'W- SURVEYORS, LLC. > 777 N.W. 72ND AVENUE, N SUITE 3002, MIAMI FLORIDA, 331 26. 0 TEL:305.261.8483 Z LEVELTECHSURVEY9YAH00.00M Q LB#7154 J DRAWINGS SHALL REMAIN THE PROPERTY OF LEVEL -TECH SURVEYORS, LLC, WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY ARE NOT TO BE USED BY CLIENT ON OTHER PROJECTS EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO LEVEL -TECH SURVEYORS, LLC. V) U) Z o 0 0 z Z Q I a W W J n U/ z J U U \ O � � O W � W U� (n � LiJ � W Ljj > I, z Z 0 Q o W W Un > W > W � � N LL 0 0 W N O N N LLI ~ � N � N O N m Q ICJ I w W D- H- Q W ~ z U w J U W O W Ei N o w J Ld LLI 0 < w U z J � z _ LLJ O w > U C Z O z o (n o ~ v� o c� Q o O z Ld o ~ ~ o U CDo QLC) _C) z Q = wLd DZ W :E O w w Q Z D' a_ J U J i SCALE: 1 "=30' DATE: 10-18-2021 DRAWN BY: 0.G FIELD BOOK: JD 21-10-9801 PROJECT No: LT-21-10-9801 SHEET: 1 3 OF SHEETS F1 1-2 1-3 1-4 1-5 1-6 11-7 F8 F9 A B C D E F G H J K L M N JUNCTION BOX T 1 I 45 RIM = ±4.7 Y' 27. 2 9.30 1 I I 9.32 (. 1 I 'Ln I I rr� � A . -�' "I A I CATCH BASIN N. INV.= ± - 1.0 1----------- ( ) �11�8--------I 1 45 GRATE=±5.6 W. INV.= ±(-)1.2 i I I m4.66 S INV.=± (-)0.4 PICKLEBALL ' - - - - I I E INV.=± (-)0.4 18" RCP TCH BASIN COURTS (TYP.) I I 1 195 I TE=±7.1 _C TEI+�ASIIV-------------------- W�ls w8ls w81s N. INV.= ±0.8 GRATE= 3.66 _ _ _ ¢,� r S. INV.= ±0.6 _ v S INV. _ ± (- )1.0 5.14 '� 1 �45.1 24" RCP '195 I _ �� ------ FPL TRANSFORMER 4'COVERED AREA 1 -- ---___- -------_ PAD o45.82 - - - - - - - - CATCH BASIN �- _ GRATE=±7.1 - - - - - ----- - N. INV.= ±(-)1.1 1 I ,' _' / § W. INV.= ±(-)1.2 I 1 - - - - - - - -�,1 1 W�LS RCP L I I •� i I �� '�'32 r 4� 10' FPL EASEMENT I / II \ •ma's b 0 Q - ABBREVIATIONS AND LEGEND 19-1 �I I / TYPE C INLET DRAIN PIPE @ 0.10% CB-8 GRATE-5.J.g ' ! / GRATE=4,20 4.31 0 12% TYPE C BOX / W LF 18" NW INV.=U78' 1. needs to be at I PICKLEBALL GRATE .46' / / E INV.=0.55` 0.51' RCP OR ADS N-12 SW INV.=L.00' 1.2' least 5.75' to allow I show asbuilt 1 c NE INV.=O �5 0.71' COURT TYP. w INv o 0.68' DRAIN PIPE © O.a3% .18 - q ( V.=0r70' 0.78 E INV.=1 00' 1. for drainage �. / length and slope of 1 I _ - - - - - - / CB-11 was eliminated and 8' CLF \ new 24" pipe elev. OK 29' LF 18" 1 1 - - - - - - - - - - this existing box was used '®�c RCP OR ADS N-12 / TRANSFORMER- /• 1 instead. we need as -built see REV8 DRAIN PIPE 0 0-15%0.90% PAD (ELEV.=±4.9') / show asbuilt invert of I i1elevations on this box there new mitered -end / '\-plans.GB-7 / I ' should not be a TYPE C Box / 5.93 / I W invert - - r, 1 5' FPL FO EASEMENT 1 1 E INV.- 0.95' 1 �J 1 y It t1 I I ' ' NW .=0-75' 0.98' 1 I �, (OR4728, PG1024) �'k I I EXIST. 57 ; 1 wv ��, i i CHAFNCE INK W D i 28 1 X99 �\�\ STONE �� 1 I --- - 10' CLF 10 ACCESS AND I 1 /------- - - - - -- 1 LEASE UTILITY EASEMENT I I I i / / ,'�1---------- ,��` �---how will prop. 7'-8"wide CELL TOWER 1 / / I , proposed grate elev is , sidewalk be revised to fit OUNDARY (OR5563, PG928) 1 i - - - - - - - - - - -. - - - - - -6.15' (REV 8). elev. , - - - since electrical pad was built (OR5238, PG2212) needs to be 6.25' at ,' further SW than planned? ACCESS AND / I I 1 I revised location. i I TILITY EASEMENT /• / I I I OR5563 PG928 1 i LEGEND: STRM EXISTING STORM DRAIN - - 8in SS - - - EXISTING SANITARY SEWER IV) -f1 W EXISTING WATER MAIN (8") - - 1 Din SS - - - EXISTING SANITARY SEWER (10") - -ill- EXISTING WATER MAIN (16") y LIGHT POLE ® FIBER OPTIC m4 IRRIGATION GATE VALVE © BOLLARD CT7 TELEPHONE (D TELEPHONE 4 POWER 0 FIRE HYDRANT SO SANITARY MANHOLE LEGEND: PROPOSED BUILDING PROPOSED SIDEWALK ASPHALT ■PROPOSED DRIVEWAY PROPOSED 57 STONE PROPOSED CONCRETE Curran Young Construction Submittal Review The General Contractor has reviewed this submittal for general conformance to the Contract Documents. By indicating any "REVIWED" status below shall mean that to the best of the GC's knowledge the submittal appears to be in compliance with the Contract Documents. The Subcontractor acknowledges that nothing herein shall relieve them from full conformance or correcting errors or omissions required by the Contract Documents. E] APPROVED E] REVIEWED AS NOTED Xl REVIEWED 1:1 REVISE/RESUBMIT REVIEWED BY: Carey Foley DATE: 01 /10/2022 8:37:47 AM •� I I �' �, O SHOP I w needs to be 5.20 / ,N�1S cL I y I (OR15681 PG1648) •� / 442 s '\ // / '/ ,• ----- J •4.91J I TYPE C BOX 30 zr0 SINV.=1.95' 2.0' •� �/ �.� CATCH BASIN wry F'r I I I 53 .` GRATE= 4.3 `��, ;� LF 15" S I I I RCP OR ADS N-12 '� •� ,� � E. INV.= ±(-)0.8 I W�1 ,' N. INV.= ±(-)0.9 I W2�ls J DRAIN PIPE @)C19% 0.02% •� EXIST. ASPHALT / , needs to be 5 5.20 SIDEWALK'� •� SIDEWALK 1 �24" RCP I o�im 24" RCP I I I TYPE C BOX •\ \� ` I I I71 I N INV.=1. 1.99' •� `�---------TOR GE REA C w I I IS INV.=1.85' 1.96' •� 53 •�• ,' I I y CATCH BASIN v ( 4.97 GRATE= 4.21 1 `�•09 N INV._±1.2 � W INV.-±1.2 I I �6 LF 15" �� I I I S INV.=±1.2 I I RCP OR ADS N-12 ��\ W,8lS EXIST. 57 I I I w DRAIN PIPE © DT9% STONE -L 4.81 - I o 25% W,8ls EXIST. ASPHALT-_------r�------- ---_j J W� elev. OK L - - - __sj Ew-A& - - - 1 0- -- - - - - - - L r- - - - - - - o� ICONCRETE I L 1 24" RCP CB-10 102 LF 8" I I PAD TYPEBC BOX YPE C INLET 5 5 TRENCH DRAIN 7 -� I __ - 35 GRATE=5 GRATE ELEV. -5. 5' I I I N INV.=Y/0' 8' E INV.=O 90 0•8 END INV. = J0'0.97 ROOF DRAIN PIPE W I S INV.=1�' 1.8 SW INV.=ova' 0.8 I ,, v needs to be 5.20 49 LF 8" ADS (SEE ARCHITECTURAL � 1 . / DRAIN PIPE ® 9,1"% MIN. PLANS FOR DETAILS 18" R P u- cn (. 03 .4.91 1 �.11 I / ` 63.50' 0 191.75 - 47 6.66 �`O �o^ 4-5 LF 15' 1 ` , 95 LF 8" ADS I I RCP OR ADS N-12 DRAIN PIPE © 0.31 o MIN. I [DRAIN PIPE 0�9% 0.17 �- _____ _= I W I 0.04% L_ CB-4 ♦ 1 ' - I 232.00' k_r® u u ® PAVILLION � _ 402.00' TYPE CROX \ I _ ` 30.05' a 03 'No N 39.6' F NINV.=1,66j 86' �'' I show asbuilt �I 12.r I length and slope of _ I I� I WELCOME CENTER •63 sa LF 6" I 3 SINV.=1 1.76' 12"perforated pipe L❑] I II I PVC DRAIN PIPE I needs to be 5.20 this is not correct' I CBS BUILDING N I I I I I , 1 . I �.- i I II a.8' F. F= 8.5 II I I - I LF 18" II p I I v yl RCP OR ADS N-12 GP PIPE4�N 00% I I I�❑�I' I I o o.fi' J 1 1 '� 98I 1 • 01 DRAIN PIPE 0 0.15% 4-1-LF 18"' 94/. / 0.48% I o RCP OR ADS N-1 - ' ••••• ••••••• 2' DRAIN PIPE slope? I I TYPE C BOX ,I 103.3' I /F ® I I CATCHBASINN'INV._1 o' 15. 2 / ► .. .._.. I " " ��ATCH BASINS I GRATE= 4.27 WINV.-1.50' GRATE= 4.30 W INV.=±0.2 / • 24" MI / ' ' N INV.=± (-) •2 STRM STRM STRM STRM �� • TREA � - - � LF 18" needs to be 5.35' 0.55' / - _ ' _ _ _ _ FIDE;;;;;;;;;;;;;;;;; I E FIRE - RCP OR ADS N-12 143 DRAIN PIPE © 0.15% `� 0.13% / I ' 30 WLF 24» CB-6 I I CB-9 RCP OR ADS N-12 TYP = F .� � ••�� IIIIII� � - K.1 F11 9 3 WE AiN6�� ♦ .. ' A PnRTInN nF THE nF 5F('TInN 24 - TnWNSHIP 5n ch )TH - RAN(;F 21i FAST rnl I IFR rn1)NTY A nRI0A LOCATI ON MAP A B C (NOT TO 5CALE)D I I I I EBB I MR16 LEGAL DESCRIPTION: LEGAL DESCRIPTION: THE NORTHERLY 1940.99 FEET OF WE5TERLY 1 290 FEET OF SECTION 24, TOWNSHIP 50 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, LE55 THE NORTH 7 10 FEET OF WEST 990 FEET, AND LE55 THE NORTH GRAPHIC SCALE 50 FEET FOR ROAD RIGHT- OF- WAY; SUBJECT TO FLORIDA POWER AND LIGHT POLE EASEMENT RECORDED IN O.R BOOK 657, PAGE 1037, DRAINEGE EASEMENT RECORDED IN O.R BOOK 207, PAGE 5 19, AND OTHER RESTRICTIONS, 0 15 30 RESERVATIONS AND EASEMENTS OF RECORD. CERTIFICATE NOTE: PARCEL ID: 003956(50009 hereby certify that the DRAINAGE ASBUILT SURVEY hereon was completed under my direction on OCTUBER 18, 2021, and that said survey is ( IN FEET ) 5URVEYOR5 NOTES: true and correct to the best of my knowledge and belief. There are no above ground encroachments, other than those shown hereon. 1 INCH= 30 FEET I further certify that this survey meets the STA: NDARDS OF PRACTICE FOR SURVEYS set forth by the FLORIDA BOARD OF SURVEYORS AND 1) The above captioned Property was surveyed and described based on the above Legal Description: Provided by Client. MAPPERS, Chapter 5J-17.050(10)(1) (Florida Administrative Code), as adopted by the Department of Agriculture and Consumer Services, 2) The lands shown hereon were not abstracted for easements or other recorded encumbrances not shown on the plat and the same, pursuant to Section 472.027 Florida STA:te STA:tutes. if any may not be shown on this section. LEVEL TECH SURVEYORS, LLC 3) Bearings shown hereon are based on an assumed Meridian and referenced on the Centerline of THOMASSON DR . Being N 89'21'05"E DATUM NOTE: 4) Ownership subject to opinion of the Title. 5) Zoning and Setbacks are not verified by this survey. 6) THIS AS -BUILT IS COVERED BY PROFESSIONAL LIABILITY INSURANCE 7) Flood Elevation Information: Community: 120067 COLLIER COUNTY. FIRM Panel: 12021CO582 Flood Zone: AE Date of FIRM: 05/16/2012 Suffix: H Base Flood Elevation: 7' 8 The minimum relative diSTA: nce accuracyfor this type of Survey is 1 foot in 10 000 feet. The accuracy obtained b measurement yP y • y y and calculation of closed geometric figures was found to exceed this requirement. Well -identified features as depicted on the Survey Map were measured to an estimated horizontal positional accurecy of 1 /10 foot. A v 6473 W• STA:TE OF FLORIDAF 9) Elevation shown hereon are relative to the National American Vertical Datum 1988 (N.A.V.D.88) of mean sea level and are based on a sIoN�L suxvEY°¢� Benchmark supplied by the Engineering Department of COLLIER COUNTY. CONTROL POINTS SET ON FIELD Field date: 7012112021..........DRAINAGE AS -BUILT SURVEY CONTROL POINT # 125 CONTROL POINT NO.TP-25 RONALD W. WALLING SET Y4" IRON ROD SET MAG NAIL & DISK PROFESSIONAL LAND SURVEYOR, NO. 6473 CERTI FI ED TO: N = 646085.9626 N=646138.37 STA: TE OF FLORIDA E= 405791.38 -CURRAN YOUNG CONSTRUCTION E F I I BENCHMARK used: BENCHMARK DESCRIPTION ELEV. THE BENCHMARK DISC BEARING THE MARK LOGO CGS AND STA: MPED "V 250 1965" SET IN TOP OF CONCRETE AD1231 MONUMENT.ABOUT 1.7 MILES SOUTHEAST ALONG U.S.HIGHWAY 41 FROM THE COURTHOUSE AT NAPLES, 0.2 MILE 4.32'(NAVD88)' NORTHWEST OF HIGHWAY BRIDGE NO.16 A. AD8637 THE MARK DD IS A SURVEY DISC LOCATED IN THE NORTHWEST QUARTER OF SEC.19TWP 505, , , 7.O'(NAVD88)' RGE 26E, 4.0 MILLA SOUTHEAST OF NAPLES, IN YHE MEDIAN OF U.S. HIGHWAY 41/TAMIAMI TRAIL Elevations shown hereon are relative to the North American Vertical Datum of 1988 (NAVD 88) and are based on Benchmark supplied by the Engineering Department of COLLIER County. E = 404726.1717 LOCATION: LOCATION: ESTA: MPED "THOMASSON DR 243 FEET TO ALLADIN LN" STA:MPED "THOMASSON DR 191 FEET TO DOMINION DR" G H I J K L M N I I I I I I I I 0 j Q Z 7-1 M 11A N z � Q _j � a V � Z / Q oil❑ LEVEL -TECH 'W- SURVEYORS, LLC. > 777 N.W. 72ND AVENUE, N SUITE 3002, MIAMI FLORIDA, 331 26. 0 TEL:305.261.8483 Z LEVE LTE C H S U RVEY9YAH O O. C 0 M Q LB#7154 J DRAWINGS SHALL REMAIN THE PROPERTY OF LEVEL -TECH SURVEYORS, LLC, WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY ARE NOT TO BE USED BY CLIENT ON OTHER PROJECTS EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO LEVEL -TECH SURVEYORS, LLC. UI Z O iV z \ O W - o U c > LLI LLI O N� LL O U NW LL _ N w Q N o I N m C� Q W Q 0 Li w 1r 0 I Q z w W U W C� W O N 0 Q D_ w I� J Ld cri LLJ � z _j � z � w 0 > F_ CD o U U ~ w U--) z O z D w U' (� 0 U 0 Q 0 Q z 0 z w Z w U CD 0 o Lr) Q Q Q w w W � z � O w w Q Z D' D_ J (, U J L� SCALE: 1 "=30' DATE: 10-21-2021 DRAWN BY: 0.G FIELD BOOK: JY 21-10-9801 PROJECT No: LT-21-10-9801 SHEET: 1 3 OF SHEETS