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10-09-2025 VC REG-A with attachments VILLAGE OF NORTH PALM BEACH REGULAR SESSION AGENDA VILLAGE HALL COUNCIL CHAMBERS THURSDAY, OCTOBER 09, 2025 501 U.S. HIGHWAY 1 6:00 PM Deborah Searcy Lisa Interlandi Kristin Garrison Susan Bickel Orlando Puyol Mayor Vice Mayor President Pro Tem Councilmember Councilmember Chuck Huff Leonard G. Rubin Jessica Green Village Manager Village Attorney Village Clerk INSTRUCTIONS FOR “WATCH LIVE” MEETING To watch the meeting live please go to our website page (link provided below) and click the “Watch Live” link provided on the webpage: https://www.village-npb.org/995/16543/Watch-Meetings-Live?activeLiveTab=widgets ROLL CALL PLEDGE OF ALLEGIANCE ADDITIONS, DELETIONS, AND MODIFICATIONS TO THE AGENDA AWARDS AND RECOGNITION 1. Commendation - Louis Giarusso 2. 2025 District 4 Roads and Streets Building of the Year Award to Ranger Construction for Village of North Palm Beach Milling and Resurfacing Project 3. Proclamation - Florida City Week APPROVAL OF MINUTES 4. Minutes of the Regular Session held September 25, 2025 COUNCIL BUSINESS MATTERS STATEMENTS FROM THE PUBLIC, PETITIONS AND COMMUNICATIONS Members of the public may address the Council concerning items on the Consent Agenda or any non agenda item under Statements from the Public. Time Limit: 3 minutes Members of the public who wish to speak on any item listed on the Regular Session or Workshop Session Agenda will be called on when the issue comes up for discussion. Time Limit: 3 minutes Anyone wishing to speak should complete a Public Comment Card (on the table at back of Council Chambers) and submit it to the Village Clerk prior to the beginning of the meeting. Regular Session Agenda, October 09, 2025 Page 2 of 2 5. INTRODUCTION OF APPLICANTS TO AUDIT COMMITTEE 6. RESOLUTION – Appointing two resident members to the Audit Committee. REPORTS (SPECIAL COMMITTEES AND ADVISORY BOARDS) CONSENT AGENDA The Consent Agenda is for the purpose of expediting issues of a routine or pro -forma nature. Councilmembers may remove any item from the Consent Agenda, which would automatically convey that item to the Regular Agenda for separate discussion and vote. 7. Receive for file Minutes of the Waterways Advisory Board meeting held 7/22/25. DECLARATION OF EX PARTE COMMUNICATIONS OTHER VILLAGE BUSINESS MATTERS 8. RESOLUTION – INTERLOCAL AGREEMENT WITH SEACOAST UTILITY AUTHORITY Consider a motion to adopt a resolution approving an Interlocal Agreement with Seacoast Utility Authority for Joint Participation and Project Funding for the Marina Drive Infrastructure Improvements at a total cost not to exceed $266,859.61; and authorizing execution of the Agreement. 9. RESOLUTION – POLICE VEHICLES PURCHASE Consider a motion to adopt a resolution approving the purchase of seven (7) vehicles for the Village Police Department at a total cost not to exceed $511,714.25. COUNCIL AND ADMINISTRATION MATTERS MAYOR AND COUNCIL MATTERS/REPORTS VILLAGE MANAGER MATTERS/REPORTS 10. DISCUSSION – Country Club Parking ADJOURNMENT If a person decides to appeal any decision by the Village Council with respect to any matter considered at the Village Counci l meeting, he will need a record of the proceedings, and for such purpose he may need to ensure that a verbatim record of the proceedings is made, which record includes the testimony and evidence upon which the appeal is to be based (F.S. 286.0105). In accordance with the Americans with Disabilities Act, any person who may require special accommodation to participate in this meeting should contact the Village Clerk’s office at 841-3355 at least 72 hours prior to the meeting date. This agenda represents the tentative agenda for the scheduled meeting of the Village Council. Due to the nature of governmental duties and responsibilities, the Village Council reserves the right to make additions to, or deletions from, the items contained in this agenda. 2025 District 4 Roads & Streets Builder of the Year The Village of North Palm Beach Palm Beach County Tonnage – 6,007 Lane Miles – 3.0 Project Manager Paige Weeks Superintendent Matthew McCallum & Dalton Rachal Plant Foreman Miles Purvis Road Foreman Kenneth Newhouse QC Manager Patrick Pienkos QC Technician, Plant Scott Gamble QC Technician, Road Manuel Diaz MOT Supervisor Dan Pickel Additional Staff Recognized Sean Dooley Project Administrator Jamie Mount DRAFT MINUTES OF THE REGULAR SESSION VILLAGE COUNCIL OF NORTH PALM BEACH, FLORIDA SEPTEMBER 25, 2025 Present: Deborah Searcy, Mayor Lisa Interlandi, Vice Mayor Kristin Garrison, President Pro Tem Susan Bickel, Councilmember Orlando Puyol, Councilmember Chuck Huff, Village Manager Len Rubin, Village Attorney Jessica Green, Village Clerk ROLL CALL Mayor Searcy called the meeting to order at 6:00 p.m. All members of Council were present. All members of staff were present. PLEDGE OF ALLEGIANCE Vice Mayor Interlandi led the public in the Pledge. AWARDS AND RECOGNITION Councilmember Puyol read a Proclamation for National Hispanic Heritage Month. Hispanic residents of North Palm Beach in attendance at the meeting thanked Council and had their picture taken with Council. Mayor Searcy read a Proclamation for Florida Climate Week. Shannon Maganiezin, Director of External Relations for Volo Foundation accepted the proclamation and thanked Council. Mayor Searcy read a Proclamation for Hunger Action Month. Mayor Searcy stated that there was no one present to accept the proclamation, therefore the proclamation would be mailed to the recipient. APPROVAL OF MINUTES The Minutes of the Regular Session held September 11, 2025 were approved as written. STATEMENTS FROM THE PUBLIC Chris Ryder, 118 Dory Road S., expressed his concerns regarding information contained in the Comprehensive Annual Financial Report (CAFR) regarding the Country Club. Mr. Ryder expressed concerns regarding the Country Club Budget and the Enterprise Fund. Draft Minutes of the Village Council Regular Session held September 25, 2025 Page 2 of 7 CONSENT AGENDA APPROVED Item 6 was removed from the Consent Agenda and placed on the Regular Agenda. Thereafter, the Consent agenda as amended was approved unanimously. The following items were approved: Resolution approving a Twelfth Amendment to the Agreement for grant services with RMPK Funding, Inc. for a total compensation not to exceed $20,000; and authorizing execution of the Amendment. Resolution approving a Mutual Aid Agreement for Cold Case Investigations with the City of Riviera Beach Police Department; and authorizing execution of the Agreement. Resolution approving a Fourth Amendment to the Contract with C.A.P. Government, Inc. to increase the total amount of compensation for Fiscal Year 2025 from $150,000 to $180,000; and authorizing execution of the Fourth Amendment. Receive for file Minutes of the Business Advisory Board meeting held 7/15/25. Receive for file Minutes of the Environmental Committee meeting held 8/11/25. Receive for file Minutes of the Recreation Advisory Board meeting held 8/12/25. RESOLUTION 2025-46 – RATIFYING MEMORANDUMS OF UNDERSTANDING WITH PBCPBA AND IAFF A motion was made by Councilmember Puyol and seconded by Councilmember Bickel to adopt Resolution 2025-46 entitled: A RESOLUTION OF THE VILLAGE COUNCIL OF THE VILLAGE OF NORTH PALM BEACH, FLORIDA, APPROVING AND RATIFYING MEMORANDUMS OF UNDERSTANDING WITH THE PALM BEACH COUNTY POLICE BENEVOLENT ASSOCIATION, INC. AND THE PROFESSIONAL FIREFIGHTERS/PARAMEDICS OF PALM BEACH COUNTY, LOCAL 2928, IAFF, INC. TO EXTEND THE DEFERRED OPTION RETIREMENT PLAN FROM FIVE TO EIGHT YEARS; AUTHORIZING THE VILLAGE MANAGER TO EXECUTE THE MEMORANDUMS OF UNDERSTANDING; PROVIDING FOR CONFLICTS; AND PROVIDING FOR AN EFFECTIVE DATE. Human Resource Director Jennifer Cain explained that the purpose of the resolution was to approve and ratify an amendment to Article 28 (Pension) and Article 6 (Pension) for IAFF CBA to amend the Deferred Retirement Option Plan (DROP) extending the period of participation in the DROP from five (5) years to eight (8) years. The extension would apply to all members of the Pension Plan, including those currently participating in the DROP. Ms. Cain explained that an actuarial analysis was done with Foster & Foster which concluded that there would be no impact to the funding requirements of the program. The reason for the change was so that the Village would remain competitive with its benefit offerings compared to other municipalities. Mayor Searcy expressed her concerns with extending the DROP by three (3) years. Ma yor Searcy stated that it would delay retirement and may create a lack of upward mobility for employees who are waiting from promotions. Councilmember Bickel stated that if it was what the employees requested that she was okay with the change. Draft Minutes of the Village Council Regular Session held September 25, 2025 Page 3 of 7 RESOLUTION 2025-46 – RATIFYING MEMORANDUMS OF UNDERSTANDING WITH PBCPBA AND IAFF continued Mayor Searcy stated that she wanted it to be clear to the employees that this is what they asked for but that there may be unintended consequences such as waiting longer for a promotion or may retire before receiving a promotion. Ms. Cain stated that it was not required for an employee to be in the DROP for the full eight (8) years. Thereafter the motion to adopt Resolution 2025-46 passed unanimously. Mr. Puyol addressed comments made under “Statements from the Public” and requested that the Village Manager provide a report regarding the Country Club’s budget and finances. Vice Mayor Interlandi stated that most of the questions regarding the Country Club’s budget and finances were coming from Mr. Ryder. Vice Mayor Interlandi suggested that Mr. Ryder come in and meet with staff to get his questions answered. Councilmember Bickel stated that she would like to take a look at the Country Club’s budget and finances and requested a future workshop to discuss the value of the amenities provided to the Country Club in relation to its budget and finances. Discussion ensued between Councilmembers regarding the Village’s amenities and property values compared with other municipalities within Palm Beach County. PUBLIC HEARING AND QUASI-JUDICAL MATTERS PUBLIC HEARING AND SECOND READING OF AD VALOREM TAX MILLAGE RATE ORDINANCE AND BUDGET ORDINANCE A motion was made by Councilmember Bickel and seconded by Vice Mayor Interlandi to adopt and enact on second reading Ordinance 2025-14 entitled: AN ORDINANCE OF THE VILLAGE COUNCIL OF THE VILLAGE OF NORTH PALM BEACH, FLORIDA, ESTABLISHING AND ADOPTING THE FINAL LEVY OF AD VALOREM TAXES FOR THE FISCAL YEAR COMMENCING OCTOBER 1, 2025 AND ENDING SEPTEMBER 30, 2026; PROVIDING FOR CONFLICTS; AND PROVIDING FOR AN EFFECTIVE DATE. A motion was made by Councilmember Bickel and seconded by Vice Mayor Interlandi to adopt and enact on second reading Ordinance 2025-15 entitled: AN ORDINANCE OF THE VILLAGE COUNCIL OF THE VILLAGE OF NORTH PALM BEACH, FLORIDA, ADOPTING THE ANNUAL BUDGET OF THE VILLAGE OF NORTH PALM BEACH FOR THE FISCAL YEAR COMMENCING OCTOBER 1, 2025 AND ENDING SEPTEMBER 30, 2026 AND AUTHORIZING ALLOCATIONS, APPROPRIATIONS AND EXPENDITURES IN ACCORDANCE WITH THE BUDGET AND AS AUTHORIZED BY LAW; APPROVING A COMPREHENSIVE PAY PLAN AND AUTHORIZING THE VILLAGE MANAGER TO MAKE TEMPORARY APPOINTMENTS TO BUDGETED POSITIONS; APPROVING A MASTER FEE SCHEDULE; PROVIDING FOR THE CREATION OF GOVERNMENTAL FUNDS WHEN NECESSARY; PROVIDING FOR THE RECEIPT OF GRANTS OR GIFTS; PROVIDING PROCEDURES FOR BUDGET Draft Minutes of the Village Council Regular Session held September 25, 2025 Page 4 of 7 PUBLIC HEARING AND SECOND READING OF AD VALOREM TAX MILLAGE RATE ORDINANCE AND BUDGET ORDINANCE continued AMENDMENTS; PROVIDING FOR THE LAPSE OF OUTSTANDING ENCUMBRANCES AND THE RE-APPROPRIATION OF UNEXPENDED APPROPRIATIONS FOR THE PRIOR FISCAL YEAR; PROVIDING FOR CONFLICTS; PROVIDING FOR SEVERABILITY; AND PROVIDING FOR AN EFFECTIVE DATE. Mr. Huff addressed an article from the Palm Beach Post dated September 15, 2025. Mr. Huff read the following portion of the article: “The Village Council has tentatively approved a property tax rate of 7.4 per $1000 of assessed value, unchanged from the prior year. North Palm Beach has the highest tax rate in North Palm Beach County, in part because the Village provides its own services including Police, Fire, Library and a Public Golf Course.” Mr. Huff wanted to clarify that North Palm Beach had the highest millage rate in the northern part of the county but it was because it was all inclusive with the exception of storm water. Mr. Huff opened the Village website and began to review and discuss the tentative FY 2026 Adopted Budget. Mr. Huff reviewed the categories listed in the online Budget Book stating that it was the culmination of all of the budget workshops that have taken place since February. Mayor Searcy opened the public hearing on the Ad Valorem Tax Millage Rate and FY 2026 Budget. Chris Ryder, 118 Dory Road S., stated that prior to his Next Door social media post, he discussed the Country Club’s budget and finances with each individual Councilmember. Mr. Ryder stated that he would be happy to meet with staff but was not willing to dig through the spending looking for items that should have been assigned to the Country Club. That task should be given to an outside auditor. Mr. Ryder continued to express his concerns regarding the Country Club’s budget and finances and the Village’s property taxes compared to other municipalities in the northern part of the county. Mr. Ryder concluded by reviewing a history of the Country Club’s budget and how it was appropriated. There being no further comments, Mayor Searcy closed the public hearing. Mr. Huff addressed Mr. Ryder’s comments and clarified that the fees at the Country Club were raised. Vice Mayor Interlandi addressed Mr. Ryder’s comments and clarified that the funds for the wash plant at the Country Club were being paid out of the Enterprise Fund and the 1.2 million of debt service did not affect the millage rate since it is required to be paid out of non-ad valorem revenues. Discussion ensued between Councilmembers regarding the Village’s increase in property values in comparison to other municipalities in the northern part of the county. Councilmember Puyol stated that the Village needed to focus on putting funds aside for infrastructure. Mayor Searcy clarified that the Village’s property values have increased but the amount of property taxes collected have not. Draft Minutes of the Village Council Regular Session held September 25, 2025 Page 5 of 7 PUBLIC HEARING AND SECOND READING OF AD VALOREM TAX MILLAGE RATE ORDINANCE AND BUDGET ORDINANCE continued Mayor Searcy announced that the rolled back rate was 7.0247 mils, the percentage increase over the rolled back rate was 5.34%, and the millage rate to be levied was 7.4000 mils. The motion to adopt and enact on second reading Ordinance 2025-14 approving the Ad Valorem Tax Millage Rate passed unanimously. The motion to adopt and enact on second reading Ordinance 2024-15 approving the Fiscal Year 2024-2025 Annual Budget passed unanimously. RESOLUTION 2025-49 – CONTRACT FOR PURCHASE OF TWO PARCELS LOCATED AT 9525 OLD DIXIE HIGHWAY AND BUDGET AMENDMENT TO FUND PURCHASE A motion was made by Councilmember Puyol and seconded by Vice Mayor Interlandi to adopt Resolution 2025-49 entitled: A RESOLUTION OF THE VILLAGE COUNCIL OF THE VILLAGE OF NORTH PALM BEACH, FLORIDA APPROVING A CONTRACT FOR THE PURCHASE OF TWO PARCELS OF PROPERTY LOCATED AT 9525 OLD DIXIE HIGHWAY; AUTHORIZING AND DIRECTING THE MAYOR AND VILLAGE CLERK TO AMEND THE CAPITAL PROJECTS FUND BUDGET TO TRANSFER $530,000 FROM THE CAPITAL RESERVE ACCOUNT TO THE PUBLIC WORKS ADMINISTRATION – LAND CAPITAL ACCOUNT; PROVIDING FOR CONFLICTS; AND PROVIDING FOR AN EFFECTIVE DATE. Mr. Rubin explained that on February 13, 2025, the Village Council approved the purchase of two parcels of property totaling 1.72 acres located at the northern portion of Old Dixie Highway west of the railroad tracks. The two (2) parcels being considered for purchase are immediately south of the two parcels that were recently purchased. All four (4) properties would total approximately 6.27 acres. Mr. Rubin stated that FL Statutes required two (2) appraisals when purchasing property in excess of $500,000. Two (2) appraisals were acquired which came back with valuations of $530,000 and $900,000. The Village negotiated the purchase price of $530,000 with a closing date of September 30, 2025. The Contract was considered an “option contract” and was contingent upon Council’s approval. A Budget Amendment will be necessary since the purchase will increase the total General Fund Budget. Since the Village was currently in the year-end closing process, the transaction will be funded through CIP funds and the Budget Amendment will be processed at a later date. Councilmember Puyol expressed his support for the purchase of the two (2) parcels located on Old Dixie Highway. Councilmember Bickel expressed her support for the purchase of the two (2) parcels located on Old Dixie Highway. Mayor Searcy expressed her support for the purchase of the two (2) parcels located on Old Dixie Highway. Thereafter the motion to adopt Resolution 2025-49 passed unanimously. Draft Minutes of the Village Council Regular Session held September 25, 2025 Page 6 of 7 VILLAGE MANAGER MATTERS/REPORTS Mr. Huff provided an update on the Village owned property located at 713 Westwind Drive. Mr. Huff stated that the property has been cleared and asked Council to provide direction at the next Council meeting on what Council would like to do with the property. Mr. Rubin stated that since the property was acquired through foreclosure there was a small mortgage that would need to be paid off. Mr. Rubin stated that he would provide an update on the payoff at the next Council meeting. Mr. Huff provided an update on Buoy Road. Mr. Huff stated that staff was working and coordinating with Seacoast Utilities. The project will go out to bid in late October and a contract awarded in January. The project can begin in February of next year. Discussion ensued between Councilmembers and Mr. Huff regarding the issues and short term and long term solutions for Buoy Road. MAYOR AND COUNCIL MATTERS/REPORTS Mayor Searcy asked Mr. Rubin if he had any legislative updates. Mr. Rubin stated that he would have an update to discuss at the next Council meeting. Mr. Puyol provided an update on proposed changes to property taxes. Discussion ensued between Mr. Huff and Councilmembers regarding assessments on condominiums and possible solutions for owners who cannot afford to pay. Councilmember Bickel requested a workshop to discuss the issues faced by condominium owners and possible solutions. Discussion continued between Councilmembers. Councilmember Puyol thanked Village Clerk Jessica Green for coordinating the Palm Beach County League of Cities General Membership Meeting that took place at the Country Club on September 24th. Councilmember Puyol stated that the parking lot at the event was full and stated that parking at the Country Club needed to be discussed and addressed since the Country Club was profitable and popular for events. Councilmember Bickel thanked staff for coordinating the Council Conversations event. Vice Mayor Interlandi recommended having another event that was more informal around the holidays. Councilmember Bickel recommended rotating individual Councilmembers on different dates and different times to have conversation with residents. Councilmember Puyol stated that the drainage at the lake on the golf course had been resolved. Draft Minutes of the Village Council Regular Session held September 25, 2025 Page 7 of 7 MAYOR AND COUNCIL MATTERS/REPORTS continued Mr. Huff provided an update on the contract for the golf course lake repair. Mr. Huff stated that there would be a workshop regarding the Country Club parking at a Council meeting in October. Vice Mayor Interlandi announced that the Environmental Committee would be hosting a talk at the Country Club regarding vertical oyster gardens on October 4th at 10 a.m. The speaker will be Tom Twyford who is spearheading the project for the Fishing Club Foundation in concert with the Village. Mayor Searcy stated the Village had the best asphalt and announced that the Village won the Roads and Streets Builder of the Year award from the Asphalt Contractor’s Association. Mayor Searcy announced that promotions were taking place in the Police Department and encouraged everyone to attend the official swearing-in ceremony that will be taking place on Wednesday, October 1st at 3:30 p.m. in the Council Chambers. Mayor Searcy congratulated the police officers that have been promoted. ADJOURNMENT There being no further business to come before the Council, the meeting was adjourned at 7:16 p.m. Jessica Green, MMC, Village Clerk VILLAGE OF NORTH PALM BEACH 2025 AUDIT COMMITTEE APPLICANTS Current openings and applicants for the Audit Committee are listed below. The Village Council may appoint new members or reappoint incumbents at its discretion. The term of appointment varies, depending on the Board and the Village Council may modify the duration at the time of appointment in order to provide for staggered terms. Audit Committee 2 Seats 3 year term Requirements Village Resident 5 Applicants John T. Campbell Francine Mantyh Rich Pizzolato David B. Rendina William J. Zanke VILLAGE OF NORTH PALM BEACH OFFICE OF THE VILLAGE CLERK TO: Honorable Mayor and Council THRU: Chuck Huff, Village Manager FROM: Jessica Green, Village Clerk DATE: October 9, 2025 SUBJECT: RESOLUTION – Appointing two resident members to the Audit Committee. In accordance with Chapter 2, Article 1 of the Code of Ordinances, the Village Council may appoint citizens as members of its Boards to serve at the pleasure of the Council. Presently there are two vacant positions on the Audit Committee. The openings have been advertised on the Village’s website, newsletter and Facebook page. The Village Clerk’s Office received five (5) applications for the vacant positions: John T. Campbell Francine Mantyh Rich Pizzolato David B. Rendina William J. Zanke The Applications for Appointment are attached and included in the agenda backup materials for Council consideration. The applicants were contacted for an interview with the Council to be conducted under Statements from the Public. Selection of the new members will be conducted by ballot. One appointed member will serve the remainder of one three-year term expiring on April 30, 2027. One appointed member will serve the remainder of one three-year term expiring on April 30, 2028. The attached resolution has been prepared/reviewed by the Village Attorney for legal sufficiency. There is no fiscal impact. Recommendation: Village Staff requests Council consideration and approval of a proposed Resolution appointing two resident members to vacant positions on the Audit Committee to serve the remainder of one (1) three-year term expiring on April 30, 2027 and the remainder of (1) three-year term expiring on April 30, 2028 in accordance with Village policies and procedures. Page 1 of 1 RESOLUTION 2025-___ A RESOLUTION OF THE VILLAGE COUNCIL OF THE VILLAGE OF NORTH PALM BEACH, FLORIDA, APPOINTING MEMBERS TO THE AUDIT COMMITTEE; AND PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, in accordance with Chapter 2, Article I of the Village Code of Ordinances, the Village Council may appoint residents of the Village as members of Village advisory boards to serve at the pleasure of the Village Council, subject to the terms and conditions set forth therein; and WHEREAS, the Village Council wishes to appoint Village residents to serve on the Village Audit Committee. NOW, THEREFORE, BE IT RESOLVED BY THE VILLAGE COUNCIL OF THE VILLAGE OF NORTH PALM BEACH, FLORIDA, as follows: Section 1. The following persons are hereby appointed to the Audit Committee for a term commencing October 9, 2025 and expiring as indicated below: AUDIT COMMITTEE April 30, 2027 April 30, 2028 Section 2. The Village Clerk is hereby directed to send a conformed copy of this resolution to the members appointed above. Section 3. This Resolution shall be effective immediately upon adoption. PASSED AND ADOPTED THIS 9TH DAY OF OCTOBER, 2025 (Village Seal) MAYOR ATTEST: VILLAGE CLERK Village of North Palm Beach Waterways Advisory Board MINUTES Tuesday, July 22, 2025 at 6:30 pm Village Hall Council Chambers 1. Roll Call Present: Marty Domenech, George Algar, Ed Crawford, Dave Terrana, Robyn Lehoux, Council Member K. Garrison 2. Deletions, Additions or Modifications to the Agenda - NONE 3. Public Comment for Non-Agenda Items – A. Bob Hopler, Twelve Oaks, is concerned about the Hurricane season encroaching, asking about the status of the two vessels remaining in the waterway. Chair Domenech answered that the FWC was responsible for doing the derelict removal process and had provided steps for residents to self-report online for future incidents. B. Bob Hopler, Twelve Oaks, Lake Worth area that opens up to the marina, noted as a manatee area, and would like the Village to provide signage making boaters aware of the manatee area, as boaters go through the area at full speed. It is noted on the Village’s maps posted online but not on the waterway. The board agrees that there should be signage indicating a slow zone for manatees on the waterway. 4. Approval of Minutes A. May 27, 2025 – Approved 5. Declaration of Ex-parte Communications - NONE 6. New Business A. Boat Ramp length discussion that larger boats aren’t able to launch at low tide anymore due to the new boat ramp installation with the stopper at the end of the ramp and it being two inches shorter. The board agrees that if there is a triple axle trailer, the last axle would likely go off the rocks. Board advises that there should be a sign posted about the stopper and have markers that designate the end of the ramps. Board recommends that the ramp may need to be rebuilt or modified. Resident comment: Ryan Kadyszewski, address inaudible, reviewed the plans for the new ramp install. Witnessed a 29 ft boat get stuck between the axels and needed to be towed out. George Alger makes a motion to visit with Council about the resident concerns regarding the ramp being 2 1/5 inches shorter. Seconded by Ed Crawford. B. The Boat ramp, the Board needs to verif y if the ramp is public or private so that if the Village applies for grants within the Boaters Act, we would qualify. Also witnesses a 25 pontoon boat going down the ramp, not aware of the stopper and hit the curve and went off in the water. C. Oyster Project date options March 3, 2026 or March 7, 2026 i. Mary Philips, 525 (inaudible) asks that the event be in the evening and needs more volunteers for the subcommittees. Hoping to have more of an event feel with bands and beer. D. Provide background on previously addressed topics to new board members: i. reviewed the fuel tank capacities on residents that have boats docked behind residences ii. Boaters Freedom act review iii. Waterway mapping equipment purchase request to Council 1. Chair Domenech motions to attend Village Council meeting, Ed Crawford seconds – all in favor. 7. Old Business - NONE 8. Commission Member Comments-NONE 9. Staff Updates -NONE Adjournment 6:22PM All members of the public are invited to appear at the public hearing, which may be continued from time to time, and be heard with respect to this matter. If a person decides to appeal any decision made with respect to any matter considered at the subject meeting, he or she will need to ensure that a verbatim record of the proceedings is made, which shall include the testimony and evidence upon which the appeal is to be based (F.S. 286.0105). In accordance with the Americans with Disabilities Act, any person who may require special accommodation to participate in this meeting should contact the Village Clerk’s Office at 841-3355 at least 72 hours prior to the meeting date. This agenda represents the tentative agenda for the scheduled meeting of the Planning Commission. Due to the nature of governmental duties and responsibilities, the Planning Commission reserves the right to make additions to, or deletions from, the items contained in this agenda. VILLAGE OF NORTH PALM BEACH PUBLIC WORKS DEPARTMENT TO: Honorable Mayor and Council THRU: Chuck Huff, Village Manager FROM: Jamie Mount, P.E., Assistant Director of Public Works DATE: October 9, 2025 SUBJECT: RESOLUTION – Approval of an Interlocal Agreement with Seacoast Utility Authority for Joint Participation and Project Funding for the Marina Drive Infrastructure Improvements Project Background & Project Scope: This project originally began as a Village-initiated project focused primarily on roadway and drainage improvements along Marina Drive, with minimal subsurface construction requirements planned. However, upon review of the proposed improvements, Seacoast Utility Authority (“SUA”) identified the opportunity to replace a significant portion of their aging water and force main infrastructure along the same corridor. Recognizing that removing/replacing aging SUA utility infrastructure constituted the primary scope of work, the Village and SUA agreed that it would be beneficial for SUA to take the lead role in managing construction. This approach allows for efficient coordination of both utility and roadway improvements under SUA’s construction leadership, thereby minimizing disruptions along Marina Drive. SUA proposes to replace aging water and force mains along Marina Drive, from Yacht Club Drive to the northern cul-de-sac. The work addresses infrastructure reaching the end of its useful life and is designed to minimize service disruption, maintain marina access, and construct related Village roadway and drainage improvements. Project improvements include: SUA Project Scope: o Installation of approx. 770ft of 6-inch and 560ft of 8-inch ductile iron water main via open-cut. o Installation of approx. 470ft of 6-inch C-900 PVC force main via open-cut. o Traffic control for marina access and parking. Village of North Palm Beach Project Scope: o Milling & resurfacing of the existing roadway. o Drainage infrastructure. o Construction of new sidewalk on west side of Marina Drive, north of Harbor Towers. o Pavement striping o Roadway signage o Traffic control for marina access and parking. Anticipated Project Impacts:  Lane closures and detours may alter daily routes.  Temporary restrictions on marina parking and boat access—advanced notice provided.  Noticeable daytime construction noise.  Estimated construction duration: 6 months.  Anticipated projected start: October/November 2025.  Construction hours: 8AM–5PM, Monday–Friday. Procurement and Project Costs: Procurement for this project would proceed, with Council approval, via an executed Interlocal Agreement between the Village and SUA. The overall contract scope includes utility installation, installation of Village drainage facilities, road construction, corridor signage, pavement striping, limited sidewalk construction, and maintenance of traffic control measures to facilitate the construction outlined above. The overall total project cost is estimated to be $954,880.00, which includes both Village and SUA improvements. Of this total amount, the Village’s project cost responsibility has been estimated at $221,859.61 for the roadway and drainage improvements. This coordinated approach will optimize project execution by consolidating utility and roadway work under one contract, reducing overall community disruption, and facilitating efficient management of construction activities. Council approval will enable Staff to finalize contractual arrangements, proceed with necessary project coordination, and initiate construction as scheduled, beginning in October 2025. Due to the nature of the project, Village Staff also recommends a project contingency of +/-20%, amounting to $45,000.00. The total project budget request is therefore $266,859.61. The attached Resolution and Contract have been prepared and/or reviewed for legal sufficiency by the Village Attorney. Account Information: Fund Department / Division Account Number Account Description Amount Infrastructure Surtax Public Works I7321- 66210 Constr. & Major Renovation $221,859.61 Contingency $45,000.00 Total w/ Contingency $266,859.61 Recommendation: Village Staff requests Council consideration and approval of the attached Resolution approving an Interlocal Agreement between the Village and the Seacoast Utility Authority for Joint Participation and Project Funding for the Marina Drive Infrastructure Improvements at a total cost to the Village (including contingency) not to exceed $266,859.61, with funds expended from the Infrastructure Surtax Construction & Major Renovation Account No. I7321-66210 and authorizing the Mayor and Village Clerk to execute the Interlocal Agreement in accordance with Village policies and procedures. RESOLUTION 2025-____ A RESOLUTION OF THE VILLAGE COUNCIL OF THE VILLAGE OF NORTH PALM BEACH, FLORIDA, APPROVING AN INTERLOCAL AGREEMENT WITH SEACOAST UTILITY AUTHORITY FOR JOINT PARTICIPATION AND PROJECT FUNDING FOR THE MARINA DRIVE INFRASTRUCTURE IMPROVEMENTS AND AUTHORIZING THE MAYOR AND VILLAGE CLERK TO EXECUTE THE AGREEMENT; AND PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, Village Staff recommended executing an Interlocal Agreement with Seacoast Utility Authority (“SUA”) for joint participation and project funding for the Marina Drive infrastructure improvement project; and WHEREAS, SUA will oversee and manage the construction project, with SUA paying the costs for replacing aging water and force mains along Marina Drive and the Village reimbursin g SUA for the costs of milling and resurfacing the roadway, drainage infrastructure, construction of a new sidewalk, pavement striping, and roadway signage; and WHEREAS, the Village Council determines that the execution of an Interlocal Agreement with SUA to facilitate the roadway and drainage improvement to Marina Drive is in the best interests of the Village and its residents. NOW, THEREFORE, BE IT RESOLVED BY THE VILLAGE COUNCIL OF THE VILLAGE OF NORTH PALM BEACH, FLORIDA, as follows: Section 1. The foregoing recitals are ratified and are incorporated herein. Section 2. The Village Council hereby approves an Interlocal Agreement with Seacoast Utility Authority for Joint Participation and Project Funding for the Marina Drive Infrastructure Improvements Project, a copy of which is attached hereto and incorporated herein, and authorizes the Mayor and Village Clerk to execute the Interlocal Agreement on behalf of the Village. The total cost of the Village’s portion of the improvements, including contingency, shall not exceed $266,859.61, with funds expended from Infrastructure Surtax Account No. I7321-66210 (Public Works – Construction and Major Renovation). Section 3. This Resolution shall become effective immediately upon adoption. PASSED AND ADOPTED THIS DAY OF , 2025. (Village Seal) MAYOR ATTEST: VILLAGE CLERK INTERLOCAL AGREEMENT BETWEEN SEACOAST UTILITY AUTHORITY AND THE VILLAGE OF NORTH PALM BEACH FOR JOINT PARTICIPATION AND PROJECT FUNDING FOR MARINA DRIVE INFRASTRUCTURE IMPROVEMENTS (R2528) THIS INTERLOCAL AGREEMENT (hereinafter “Agreement”) is made as of the _____ day of _______________, 2025, by and between Seacoast Utility Authority, a government regional utility, 4200 Hood Road, Palm Beach Gardens, Florida 33410 (hereinafter “AUTHORITY”), each one constituting a public agency defined in Part I of Chapter 163, Florida Statues and Village of North Palm Beach, a municipal corporation organized and existing under the laws of the State of Florida, 501 U.S. Highway One, North Palm Beach, Florida 33408 (hereinafter “VILLAGE”). WHEREAS, Section 163.01, Florida Statutes, known as the “Florida Interlocal Cooperation Act of 1969”, authorizes local governments to make the most efficient use of their powers by enabling them to cooperate with other localities on a basis of mutual advantage, thereby providing services and facilities that will harmonize geographic, economic, population, and other factors influencing the needs and development of local communities, and WHEREAS, Part I of Chapter 163, Florida Statutes, permits public agencies as defined therein to enter into Interlocal Agreements with each other to jointly exercise any power, privilege, or authority which such agencies share in common and which each might exercise separately; and WHEREAS, the Village of North Palm Beach proposes certain roadway and drainage improvements along Marina Drive, extending northward from Yacht Club Drive to the north end of the North Palm Beach Marina. Within and near that project area, Seacoast owns 1,800 feet of 4, 6, and 8-inch cement composite water main and 445 ft. of 4-inch sewer force main along Marina Drive that must be replaced within the next few years (“Project”); and WHEREAS, the AUTHORITY and the Village desire to jointly participate in the Marina Drive Infrastructure Improvements, and related improvements within Project area; and WHEREAS, both the AUTHORITY and the VILLAGE declare that it is in the public interest to complete the above-described Project; and NOW, THEREFORE, in consideration of the mutual covenants, promises, and representations contained herein, the parties agree as follows: SEACOAST UTILITY AUTHORITY INTERLOCAL AGREEMENT 2 Section 1. Recitals. The above recitals are true and correct and are incorporated herein. Section 2. Project and Work to be completed by the AUTHORITY: The AUTHORITY shall provide oversight and administrative services for the Project that include both the VILLAGE’s and the AUTHORITY’s portions of the work to be performed. The total cost of the Project is $954,880.00. Section 3. Responsibilities and Duties: A. The VILLAGE shall reimburse AUTHORITY for the VILLAGE’s portion of the Project, estimated to be $221,859.61. The schedule of values with the AUTHORITY’S and VILLAGE’S portions of the cost is attached as Exhibit A. B. Costs shall be based upon actual costs incurred by the AUTHORITY, as set forth in written documentation of the Project work performed by DEEVAN INC. The AUTHORITY shall allocate the percentage of costs and unit costs attributable to the VILLAGE and shall provide the VILLAGE with proof of same. C. The AUTHORITY shall obtain written approval from the VILLAGE in advance of any revisions to the Project, including any costs associated with the VILLAGE’S failure to approve revisions in a timely manner, which increase the cost attributable to the AUTHORITY’s portion of the Project. D. The AUTHORITY shall secure all necessary easements and permits required to perform the Project, and the AUTHORITY shall administer and inspect all work performed on the Project. The VILLAGE will provide inspection of its portion of the project and advise the AUTHORITY of results of its inspections. E. The Project scope includes restoration that will be administered and inspected by the AUTHORITY. Section 4. Payments/Invoicing and Reimbursement: A. The AUTHORITY shall invoice the VILLAGE on a periodic basis during construction of the Project. The VILLAGE agrees to reimburse the AUTHORITY for all documented costs of the VILLAGE’S portion of the Project in the amount established in Section 3.A. Upon the AUTHORITY‘S submission of acceptable documents needed to substantiate its costs for the Project, the VILLAGE shall provide said funds to the AUTHORITY on a reimbursement basis within thirty (30) days of receipt of all required documents. The AUTHORITY shall submit all invoices to the VILLAGE, identifying the Work, including the AUTHORITY’S total expenditure SEACOAST UTILITY AUTHORITY INTERLOCAL AGREEMENT 3 for the Project, and identifying the amount attributable to the VILLAGE’S portion of the Work. The AUTHORITY shall supply any further documentation, such as copies of paid receipts, canceled checks, invoices, and other documents deemed reasonably necessary by the VILLAGE, within seven (7) calendar days of request by the VILLAGE. Invoices and documentation received from the AUTHORITY shall be reviewed and approved by the VILLAGE only to the extent necessary to document that the AUTHORITY’s expenditures have been made in conformity with the Agreement. Invoices shall be paid within thirty (30) days following approval. In no event shall the VILLAGE provide advance funding to the AUTHORITY, unless otherwise as mutually agreed upon. B. The Project will be administered by the AUTHORITY. Only those costs incurred by the AUTHORITY relating to the VILLAGE’S portion of the Work are eligible for reimbursement by the VILLAGE pursuant to the terms and conditions hereof. In the event the AUTHORITY ceases or suspends the Project or the Work for any reason, the VILLAGE shall reimburse the AUTHORITY for the Work completed as of the date the AUTHORITY uses to suspend the Work. Any remaining unpaid portion of this Agreement shall be retained by the VILLAGE, and the VILLAGE shall have no further obligation to honor reimbursement requests submitted by the AUTHORITY. Section 5. Repayment: The AUTHORITY shall repay the VILLAGE for all unauthorized, illegal, or unlawful expenditures of revenues, including those it may discover after the termination of this Agreement. Section 6. Access and Audits: The AUTHORITY and the VILLAGE shall maintain books, records, and documents to justify all charges, expenses and costs incurred under this Agreement for the Project, in accordance with Generally Accepted Accounting Principles (GAAP), as promulgated by the Government Finance Officers Association from time to time. The AUTHORITY and the VILLAGE shall have access to all books, records, and documents as required in this Agreement, and for at least three (3) years after completion of the Project. In the event any work is subcontracted by the AUTHORITY, the AUTHORITY shall similarly require each Contractor and/or subcontractor to maintain and allow access to such records for audit purposes. Section 7. Independent Contractor: A. The VILLAGE and the AUTHORITY are and shall be, in the performance of all work, service, and activities for the Project pursuant to the Agreement, independent contractors and not employees, agents, or servants of the other party. All AUTHORITY employees engaged in the work or services performed as part of the Project pursuant to this Agreement shall at all times, and in all places be subject to the AUTHORITY’S sole direction, supervision, and control. All VILLAGE employees engaged in the work or services performed for the Project pursuant to this SEACOAST UTILITY AUTHORITY INTERLOCAL AGREEMENT 4 Agreement shall at all times, and in all places, be subject to the VILLAGE’S sole direction, supervision, and control. The Parties shall exercise control over the means and manner in which it and its employees perform the work. B. The AUTHORITY does not have the power or authority to bind the VILLAGE in any promise, agreement, or representation, except as specifically authorized in this Agreement. Section 8. Personnel: A. AUTHORITY represents that it has, or will secure at its own expense, all necessary personnel required to perform the Work and complete the Project. Such personnel shall not be employees of or have any contractual relationship with the VILLAGE. B. All work and services required herein under as part of the Project shall be performed by DEEVAN INC. or the AUTHORITY, and personnel engaged in performing the services shall be fully qualified and, if required, authorized, or permitted under state and local law to perform such services. C. All of the AUTHORITY’S personnel, contractors, and all subcontractors while on the premise shall conduct themselves in an acceptable manner and follow acceptable safety and security procedures. Section 9. Indemnification: A. The AUTHORITY and the VILLAGE recognize they could incur liability for certain tortious acts of its agents, officers, employees and invitees to the extent and limits provided in Section 768.28, Florida Statues. To the extent permitted by law, the AUTHORITY and VILLAGE shall indemnify, defend, and hold the other harmless against any actions, claims and damages arising out of its own negligence in connection with the Work and the Project and the use of the funds provided under this Agreement. The foregoing indemnification shall not constitute a waiver of sovereign immunity beyond the limits set forth in Section 768.28, Florida Statues, nor shall the same be construed to constitute an Agreement by the AUTHORITY or the VILLAGE to indemnify each other for sole negligence, or willful or intentional acts of the other. The foregoing indemnification shall survive termination of the Agreement. B. No provision of the Agreement is intended to, or shall be construed to, create any third- party beneficiary or to provide any rights to any person or entity not a party to this Agreement, including but not limited to any citizen or employees of the VILLAGE and/or AUTHORITY. SEACOAST UTILITY AUTHORITY INTERLOCAL AGREEMENT 5 Section 10. Annual Appropriation: All provisions of this Agreement calling for the expenditure of ad valorem tax money by either the Village or the AUTHORITY are subject to annual budgetary funding and should either Party involuntarily fail to fund any of their respective obligations pursuant to the Agreement, this Agreement may be terminated. Section 11. Breach and Opportunity to Cure: The parties expressly covenant and agree that in the event either party is in default of its obligations under this Agreement, each party shall have thirty (30) days’ written notice before exercising any of its rights. Section 12. Enforcement Costs: Any cost or expenses (including reasonable attorney’s fees) associated with the enforcement of the terms and conditions of this Agreement shall be borne by the respective parties. Section 13. Notice: All notices required to be given under this Agreement shall be in writing, and deemed sufficient to each party when sent by United States Mail, postage prepaid, to the following: All notices to the AUTHORITY shall be sent to: Rim Bishop, Executive Director Seacoast Utility Authority 4200 Hood Road Palm Beach Gardens, FL 33410 All notices to the VILLAGE shall be sent to: Chuck Huff, Village Manager Village of North Palm Beach 501 U.S. Highway One North Palm Beach, FL 33408 Section 14. Modification and Amendment: Except as expressly permitted herein to the contrary, no modification, amendment or alteration in the terms and conditions contained herein shall be effective unless contained in a written document executed with the same formality and equality of dignity herewith. SEACOAST UTILITY AUTHORITY INTERLOCAL AGREEMENT 6 Section 15. Remedies: This Agreement shall be governed by and in accordance with the laws of the State of Florida. Any legal action necessary to enforce this Agreement shall be held in Palm Beach County. No remedy herein conferred upon any party is intended to be exclusive of any other remedy, and each and every such remedy shall be cumulative and shall be in addition to every other remedy given hereunder or now or hereafter existing at law or in equity by statute or otherwise. No single or partial exercise by any party of any right, power or remedy hereunder shall preclude any other or further exercise thereof. Section 16. No Waiver: Any waiver by either Party of its right with respect to a default under this Agreement, or with respect to any other matters arising in connection with this Agreement, shall not be deemed a waiver with respect to any subsequent default or other matter. The failure of either Party to enforce strict performance by the other Party of any of the provisions of this Agreement or to exercise any rights under this Agreement shall not be construed as a waiver or relinquishment to any extent of such Party’s right to assert or rely upon any such provisions or rights in that or any other instance. Section 17. Joint Preparation: The preparation of this Agreement has been a joint effort of the parties, and the resulting document shall not, solely as a matter of judicial constraint, be construed more severely against one of the parties than the other. Section 18. Non-Discrimination: The AUTHORITY and the VILLAGE agree that both parties shall not conduct business with nor appropriate any funds for any organization or entity that practices discrimination on the basis of race, color, national origin, religion, ancestry, sex, age, familial status, marital status, sexual orientation, gender identity and expression, disability, or genetic information. The VILLAGE will ensure that all contracts let for the Project pursuant to the terms of this Agreement will contain a similar non-discrimination clause. Section 19. Execution: This Agreement may be executed in two or more counterparts, each of which shall be deemed an original, but all of which together shall constitute one and the same instrument. Section 20. Filing: A copy of this Agreement shall be filed with the Clerk of the Circuit Court in and for Palm Beach County, Florida. SEACOAST UTILITY AUTHORITY INTERLOCAL AGREEMENT 7 Section 21. Termination: This Agreement may be terminated by either party to this Agreement upon sixty (60) days’ written notice to the other party, except as otherwise addressed in this Agreement. However, once the Project has commenced, it shall be pursued to completion and this Agreement shall be binding upon the parties and neither party shall have the right to terminate the subject Agreement. Section 22. Compliance with Codes and Laws: The VILLAGE and the AUTHORITY shall abide by all applicable federal, state, and local laws, orders, rules, and regulations when performing under this Agreement. The VILLAGE and the AUTHORITY further agree to include this provision in all subcontracts issued as a result of this Agreement. Section 23. Office of the Inspector General: Palm Beach County has established the Office of the Inspector General, in Palm Beach County Code Section 2-421-2-440, as may be amended. The Inspector General’s authority includes but is not limited to the power to review past present and proposed VILLAGE contracts, transactions, accounts, and records, to require the production of records, and audit, investigate, monitor, and inspect the activities of the contractor, its officers, agents, employees, and lobbyists in order to ensure compliance with contract specifications and detect corruption and fraud. All contractors and parties doing business with the VILLAGE and receiving VILLAGE funds shall fully cooperate with the Inspector General, including receiving access to records relating to Bid or any resulting contract. Section 24. Public Entity Crime Certification: As provided in F.S. 287.132-133, as may be amended from time to time, by entering into this Agreement or performing any work in furtherance hereof, AUTHORITY shall have its contractors certify that their affiliates, suppliers, subcontractors, and consultants who will perform hereunder, have not been placed on the convicted vendor list maintained by the State of Florida Department of Management Services within thirty-six (36) months immediately preceding the date hereof. This notice is required by F.S.287.133 (3) (a). Section 25. Severability: If any section, paragraph, sentence, clause or provision of this Agreement is for any reason held by a court of competent jurisdiction to be unconstitutional, inoperative, or void, such holding shall not affect the remaining portions of this Agreement. SEACOAST UTILITY AUTHORITY INTERLOCAL AGREEMENT 8 Section 26. Entirety of Agreement: The VILLAGE and the AUTHORITY agree that this Agreement sets forth the entire Agreement between the parties, and there are not promises or understandings other than those stated herein. Section 27. Survival: The obligations, rights, and remedies of the Parties hereunder, which by their nature survive the termination of this Agreement or the completion of the Project, shall survive such termination or Project completion and inure to the benefit of the Parties. IN WITNESS WHEREOF, the undersigned parties have executed this Agreement on the day and year first written above. SEACOAST UTILITY AUTHORITY VILLAGE OF NORTH PALM BEACH BY:___________________________ BY:____________________________ Robert Weisman, Authority Chair Deborah Searcy, Mayor ATTEST: ATTEST: JESSICA MOORE, JESSICA GREEN, AUTHORITY CLERK VILLAGE CLERK BY: ____________________________ BY: ____________________________ (Date) (Date) APPROVED AS TO FORM APPROVED AS TO FORM AND LEGAL SUFFICIENCY AND LEGAL SUFFICIENCY BY: ______________________________ BY: ____________________________ Nathan Nason, Authority Attorney Leonard G. Rubin, Village Attorney EXHIBIT A Calculations of Cost Share for AUTHORITY and VILLAGE Total Project Value:954,880.00$ Work Specific to the Village (Group 3 Items):189,425.00$ Items Shared by AUTHORITY and VILLAGE:139,598.00$ Group 2 Items:80,270.00$ Mob/Demob/GC:59,328.00$ Work Specific to the AUTHORITY:625,857.00$ Percentage Split of Shared Work Items By Cost: V% = V$/(A$+V$)23.23% VILLAGE Portion of the Shared Items:32,434.61$ Group 2 Items:18,650.17$ Mob/Demob/GC:13,784.44$ Total Cost for the VILLAGE:221,859.61$ Total Cost to the AUTHORITY:733,020.39$ This will be a modified Schedule of Values to reflect complete bid for the purpose of payment. Item No. Description QTY Unit Installation Unit Price Total Group 1 - Seacoast Utility Authority Bid items Potable Water Main, Reclaimed Water Main, Raw Water Main W-1 6" Cement Lined Ductile Iron Potable/Reclaimed/Raw Water Main Push-On 770 LF $125.00 $96,250.00 W-2 8" Cement Lined Ductile Iron Potable/Reclaimed/Raw Water Main Push-On 560 LF $150.00 $84,000.00 W-11 Cement Lined Ductile Iron Fittings for Potable/Reclaimed/Raw Water Mains 0.38 TONS $30,000.00 $11,400.00 W-13 8" Push-On Ductile Iron Joint Restraint 10 EA $280.00 $2,800.00 W-24 1" Single Water Service (Long, 15 FT-25 FT) 3 EA $4,500.00 $13,500.00 W-27 Fire Hydrant Assembly 1 EA $9,900.00 $9,900.00 W-29 Sample Point 3 EA $1,250.00 $3,750.00 W-30 Filling and Flushing Connection 3 EA $7,500.00 $22,500.00 W-35 Connect to Existing Water Main/Reclaimed Main/Raw Water Main (2" to 6" Diameter Existing Pipe) 1 EA $6,000.00 $6,000.00 W-36 Connect to Existing Water Main/Reclaimed Main/Raw Water Main (8" to 12" Diameter Existing Pipe) 2 EA $7,500.00 $15,000.00 Sanitary Sewer Force Main S-1 4" PVC C-900 DR-14 Wastewater Force Main 470 LF $95.00 $44,650.00 S-2 6" PVC C-900 DR-14 Wastewater Force Main 70 LF $120.00 $8,400.00 S-12 Epoxy Lined Ductile Iron Fittings for Wastewater Force Main 0.16 TONS $55,000.00 $8,800.00 S-14 6" Push-On Harness Joint Restraint 8 EA $450.00 $3,600.00 S-26 Connect to Existing Force Main (4" to 6" Diameter Existing Pipe) 3 EA $5,000.00 $15,000.00 All Systems A-14 4" Gate Valve & Valve Box 1 EA $2,200.00 $2,200.00 A-15 6" Gate Valve & Valve Box 2 EA $2,500.00 $5,000.00 A-16 8" Gate Valve & Valve Box 5 EA $3,500.00 $17,500.00 A-26 4" Side Actuated Plug Valve & Valve Box 3 EA $2,700.00 $8,100.00 A-43 Grouting/Deactivation of Existing 4" Pipe 530 LF $12.00 $6,360.00 A-44 Grouting/Deactivation of Existing 6" Pipe 625 LF $15.00 $9,375.00 A-45 Grouting/Deactivation of Existing 8" Pipe 655 LF $20.00 $13,100.00 Restoration R-4 Furnish and Place Asphalt Concrete Trench Restoration 1,970 SY $100.00 $197,000.00 Group 1 - Subtotal $604,185.00 EXHIBIT A Group 2 – Shared Bid items (Seacoast and Village of North Palm Beach) A-55 Construction Survey 1,400 LF $10.00 $14,000.00 A-56 Preconstruction Video Taping 1,400 LF $0.25 $350.00 A-57 Record Drawings 1,400 LF $14.00 $19,600.00 A-61 Maintenance of Traffic Residential Roadway 1,290 LF $8.00 $10,320.00 A-64 Wellpoint System 1,200 LF $30.00 $36,000.00 Group 2 - Subtotal $80,270.00 Group 3 – Village of North Palm Beach Bid items R-5 Mill Asphalt Pavement* 4,800 SY $10.00 $48,000.00 R-6 Overlay Asphalt Pavement (1” thick)* 4,800 SY $15.00 $72,000.00 R-12 Remove and Replace 4” Concrete Sidewalk 70 SY $125.00 $8,750.00 1 Detectable Warning FDOT Index #304 7 EA $800.00 $5,600.00 2 CR-G HC Ramp 2 EA $1,200.00 $2,400.00 3 Type D Curb 65 LF $50.00 $3,250.00 4 Pavement Marking 1 LS $7,500.00 $7,500.00 5 Inlets, DT BOT, Type C, <10’ 3 EA $6,000.00 $18,000.00 6 18” RCP Drainage 105 LF $85.00 $8,925.00 7 10’ Wide Exfiltration Trench 20 LF $300.00 $6,000.00 8 Cleanout w/ Riser Connection 1 EA $2,500.00 $2,500.00 9 Drainage Structure Removal 1 EA $2,500.00 $2,500.00 10 Drainage Structure Modification 1 EA $1,500.00 $1,500.00 11 Standard Paving and Grading Tests 1 LS $2,500.00 $2,500.00 Group 3 - Subtotal $189,425.00 Items Not Included in the PCCP-25 Bid Form 12 Mobilization/Demobilization/General Conditions 1 LS $59,328.00 $59,328.00 13 6" C-900 PVC DR-18 Sanitary Sewer 54 LF $150.00 $8,100.00 14 8" C-900 PVC DR-18 Sanitary Sewer 22 LF $300.00 $6,600.00 15 Manhole Corrosion Barrier 1 EA $3,572.00 $3,572.00 16 Core Existing Manhole 1 EA $3,400.00 $3,400.00 Items Not Included Subtotal $81,000.00 Total Job Price $954,880.00 *Contractor has provided a credit for the bolded unit price through the site specific adjustment that was provided during the bidding process. Know what'sbelow.before you dig.CallRLAYOUT, CONCEPTUALADAM SWANEY, P.E., PROFESSIONAL ENGINEER LICENSE NO. 72235.THIS DOCUMENT HAS BEEN ELECTRONICALLY SIGNED ANDSEALED BY ADAM SWANEY, P.E. USING A SHA-1 AUTHENTICATION CODE.PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED ANDSEALED AND THE SHA-1 AUTHENTICATION CODE MUST BE VERIFIED ON ANYELECTRONIC COPIES.ã ·· J:\Land Projects R2\03045.189 Marina Drive\Dwg\03045.189 COVER.dwg DATE: 3/27/2024 4:58 PMPLOT: 3/28/2024 9:47:46 AMCOVCOV03045.189MARINA DRIVE 11037 MARINA DR NORTH PALM BEACH, FL 33408 COVERCONCEPTUALLAYOUT PROJECTSITEVillage HallPROJECT LOCATIONNTSMAP DATA © 2020 GOOGLE MAPSMunyonIslandPREPARED FORMARINA DRIVE11037 MARINA DRNORTH PALM BEACH, FL 33408MARCH 2024NORTH PALM BEACHAnchorage Dr NPROJECTSITEPGA BLVDAND US 1INTERSECTIONNORTHLAKE BLVDAND US 1INTERSECTIONSheet List TableSHEETNUMBERSHEET TITLECOVCOVER1SUMMARY OF PAY ITEMS2PHASES 1 THROUGH 53PHASES 1 THROUGH 54MOT DETAILS5DEMOLITION AND POLLUTION PREVENTION6DEMOLITION AND POLLUTION PREVENTION7PAVING, GRADING AND DRAINAGE8PAVING, GRADING AND DRAINAGE9DETAILS10DETAILS RKnow what'sbelow.Callbefore you dig.LAYOUT, CONCEPTUALADAM SWANEY, P.E., PROFESSIONAL ENGINEER LICENSE NO. 72235.THIS DOCUMENT HAS BEEN ELECTRONICALLY SIGNED ANDSEALED BY ADAM SWANEY, P.E. USING A SHA-1 AUTHENTICATION CODE.PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED ANDSEALED AND THE SHA-1 AUTHENTICATION CODE MUST BE VERIFIED ON ANYELECTRONIC COPIES.ã ·· J:\Land Projects R2\03045.189 Marina Drive\Dwg\03045.189 PAY ITEM.dwg DATE: 3/27/2024 5:02 PMPLOT: 3/28/2024 9:47:51 AM11003045.189MARINA DRIVE 11037 MARINA DR NORTH PALM BEACH, FL 33408 SUMMARY OF PAY ITEMSCONCEPTUALLAYOUT ITEM PGD-8ITEM PGD-9ITEM PGD-10ITEM PGD-11ITEM PGD-12ITEM PGD-13ITEM PGD-14ITEM PGD-15ITEM PGD-16ITEM PGD-17ITEM PGD-18ITEM PGD-19ITEM PGD-20ITEM PGD-21ITEM PGD-22ITEM PGD-23ITEM PGD-24ITEM PGD-25INCLUDES THE DEPOSITING OF SUITABLE MATERIAL FOR FINISH GRADES THROUGHOUT THE PROJECT WHERE EXISTING MATERIALSHAVE BEEN REMOVED. EMBANKMENT QUANTITIES ESTIMATED AS FILL, COMPACTED IN PLACE, WITHOUT SHRINKAGE APPLIED.INCLUDES THE REMOVAL OF EXISTING ASPHALT PAVEMENT ON-SITE IN THE AREAS INDICATED ON THE PLANS.INCLUDES THE COST OF STABILIZED SUBGRADE ON THE ROADWAY.INCLUDES THE COST OF STABILIZED SUBGRADE ON THE PROPOSED SIDEWALK.INCLUDES THE PRIME AND TACK COATS.INCLUDES PAVEMENT REPLACEMENT AND ASPHALT PAVEMENT JOINT DETAIL FOR CONNECTIONS TO EXISTING PAVEMENT AS DIRECTEDBY THE ENGINEER.INCLUDES PAVEMENT RESTORATION AT THE AREAS INDICATED ON THE PLANS.INCLUDES THE COST OF THE 4" THICK CONCRETE FOR THE PROPOSED SIDEWALK INDICATED ON THE PLANS.INCLUDES THE COST OF THE DETECTABLE WARNINGS AT EACH OF THE EXISTING SIDEWALKS, AS WELL AS THE PROPOSED SIDEWALK.INCLUDES THE COST OF THE HANDICAP RAMPS LOCATED ON THE PROPOSED SIDEWALK.PAY ITEM NOTES:ITEM PGD-1ITEM PGD-2ITEM PGD-3ITEM PGD-4ITEM PGD-5ITEM PGD-6ITEM PGD-7INCLUDES THE MOBILIZATION OF THE CONTRACTOR TO ASSEMBLEMACHINERY AND OTHER MATERIALS ONSITE FOR CONSTRUCTION.INCLUDES THE COST OF BARRICADES, CONSTRUCTION SIGNS, FLASHINGLIGHTS, ARROW BOARDS, TEMPORARY CONCRETE BARRIER WALLS, ANDOTHER MISCELLANEOUS DEVICES REQUIRED TO CONFORM TO THEF.D.O.T. ROADWAY AND TRAFFIC DESIGN STANDARDS (DATED JULY 1,2023 THROUGH JUNE 30, 2024).INCLUDES ALL NECESSARY DEVICES AND PERMITTING FOR EROSIONCONTROL, PREVENTION, AND WATER POLLUTION PREVENTION. INCLUDESSILT FENCE AND OTHER NECESSARY EROSION ABATEMENT PROCEDURES.INCLUDES REMOVAL AND DISPOSAL OF EXISTING DRAINAGE STRUCTURES;CURBS; DEBRIS; ASPHALT; BASE; CONCRETE; TEMPORARY CONSTRUCTIONDETOURS; UNSUITABLE MATERIALS THAT MAY BE ENCOUNTERED DURINGEXCAVATION AS DIRECTED BY THE ENGINEER; AND ANY OTHER ITEMS TOBE REMOVED THAT ARE NOT SPECIFICALLY COVERED UNDER ANOTHERSEPARATE PAY ITEM. EXISTING DRAINAGE STRUCTURES AND PIPES WITHINTHE LIMITS OF CONSTRUCTION SHALL REMAIN UNLESS OTHERWISE NOTED.INCLUDES SILT FENCE FOR EROSION CONTROL, PREVENTION, AND WATERPOLLUTION PREVENTION.INCLUDES STORM DRAIN FILTERS, OR OTHER NECESSARY EROSIONABATEMENT PROCEDURES ON EXISTING INLETS, FOR EROSION CONTROL,PREVENTION, AND WATER POLLUTION PREVENTION.ALL SALVAGEABLE MATERIAL AS DETERMINED BY THE ENGINEER IS TO BESTOCKPILED WITHIN THE RIGHT-OF-WAY FOR REMOVAL BY OTHER FORCES.MATERIAL THAT HAS NO SALVAGE VALUE AS DETERMINED BY THE PROJECTENGINEER WILL BECOME PROPERTY OF THE CONTRACTOR. EXCAVATIONQUANTITIES ESTIMATED WITHOUT COMPACTION RATE APPLIED.INCLUDES THE COST OF THE D CURB TO BE PLACED ON THE PROPOSED SIDEWALK.INCLUDES THE COST OF THE PROPOSED STOP BAR ON THE SOUTH SIDE AT THE T-SECTION OF MARINA DRIVE AND YACHT CLUB DRIVE.INCLUDES THE COST OF THE RESTORATION OF THE YELLOW STRIPING LOCATED ON THE CENTRAL CURB ISLAND, EAST OF HARBOURTOWERS.INCLUDES THE COST OF THE THREE PROPOSED TYPE C INLETS TO BE INSTALLED ON-SITE AT THE LOCATIONS INDICATED ON THEPLANS. ALL STRUCTURE BOXES ARE LESS THAN 10 FEET IN DEPTH UNLESS OTHERWISE NOTED.PROTECTION OF EXISTING OR PROPOSED DRAINAGE SYSTEM. INCLUDES ALL SAWING, CUTTING, PATCHING, AND ALL ALUMINUMPLATES, GASKETS, AND FASTENERS. INCLUDES CORRUGATED ALUMINUM DEBRIS BAFFLES. INCLUDES ALL SHORING, SHEETING,BRACING, AND/OR TRENCH BOXES AS REQUIRED FOR THE CONSTRUCTION OF THE DRAINAGE SYSTEM. INCLUDES ALL LABOR ANDMATERIALS FOR 'OPEN CUT' PAVEMENT REPAIRS. INCLUDES ALL PIPE FITTINGS, FILTER FABRIC, TRENCH EXCAVATION AND BACKFILL,TRENCH COMPACTION AND DISPOSAL OF EXCESS MATERIALS.INCLUDES THE COST OF WASHED ROCK, MIRAFI FABRIC, AND SLOTTED PIPE.INCLUDES THE COST OF REMOVING THE EXISTING CATCH BASIN AT THE POINT INDICATED ON THE PLANS.INCLUDES THE COST OF MODIFYING THE EXISTING DRAINAGE STRUCTURE BY CONNECTING INTO THE EXISTING DRAINAGE STRUCTUREAT THE POINT INDICATED ON THE PLANS. HARBOUR TOWERS YACHT CLUB DRMARINA DRPROPERTY LINE (TYP)PROPERTY LINE (TYP)NOTE: CONTRACTORSHALL MAINTAIN MOTPER FDOT STANDARDSNOTE: CONTRACTORSHALL MAINTAINACCESS TO ALLADJACENT PROPERTIESTHROUGHCONSTRUCTION.COORDINATESCHEDULE WITH NPBAND PROPERTYMANAGERSNOTE: CONTRACTORSHALL MAINTAINACCESS TO ALLADJACENT PROPERTIESTHROUGHCONSTRUCTION.COORDINATESCHEDULE WITH NPBAND PROPERTYMANAGERSN=907834.64E=962835.68N=907821.45E=962833.70N=907806.49E=962831.47N=907818.81E=962851.65N=907816.96E=962864.24N=907727.56E=962829.29N=907700.06E=962831.21N=907431.91E=962964.56N=907409.66E=962973.78N=907249.32E=963034.84N=907253.68E=963048.26N=907258.40E=963062.03N=907597.99E=962937.72N=907594.58E=962929.20N=907664.22E=962902.82N=907667.73E=962912.18N=907673.28E=962856.69N=907525.65E=962924.79SCALE: 1" =GRAPHIC SCALE030'304560RKnow what'sbelow.Callbefore you dig.LAYOUT, CONCEPTUALADAM SWANEY, P.E., PROFESSIONAL ENGINEER LICENSE NO. 72235.THIS DOCUMENT HAS BEEN ELECTRONICALLY SIGNED ANDSEALED BY ADAM SWANEY, P.E. USING A SHA-1 AUTHENTICATION CODE.PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED ANDSEALED AND THE SHA-1 AUTHENTICATION CODE MUST BE VERIFIED ON ANYELECTRONIC COPIES.ã ·· J:\Land Projects R2\03045.189 Marina Drive\Dwg\03045.189 PHASES.dwg DATE: 3/27/2024 4:51 PMPLOT: 3/28/2024 9:48:06 AM21003045.189MARINA DRIVE 11037 MARINA DR NORTH PALM BEACH, FL 33408 PHASES 1 THROUGH 5CONCEPTUALLAYOUT MATCHLINE SHEET #3EASEMENTEXISTING FORCEMAINEXISTING DRAINAGEEXISTING SANITARY SEWEREXISTING WATERMAINRIGHT-OF-WAYLEGEND: (ABBREVIATIONS)ELELEVATIONEXISTEXISTINGFFEFINISH FLOOR ELEVATIONFTFEET OR FOOTNTSNOT TO SCALER/WRIGHT-OF-WAYSDSTORM DRAINAGESFSQUARE FEETSSSANITARY SEWERTEMPTEMPORARYTYPTYPICALUEUTILITY EASEMENTw/WITHWMWATERMAINLEGEND1.ELEVATIONS SHOWN HERE ON ARE BASED ON THE NATIONALGEODETIC VERTICAL DATUM OF 1988 (N.A.V.D. 1988)2.ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE RESTOREDTO THEIR ORIGINAL CONDITION.3.TOPOGRAPHIC SURVEY PERFORMED BY ENGENUITY GROUP, INC.4.HANDICAP RAMPS SHALL BE CONSTRUCTED PER FDOT INDEX522-002.5.NO STAGING IN MARINA PARKING LOT WITHOUT PROPER OWNERAPPROVAL.GENERAL NOTES:PHASE 1PHASE 2NOTE: CONTRACTORSHALL PROVIDE ADETAILED MOT PLANFOR APPROVAL BYNORTH PALM BEACHNOTE: CONTRACTORSHALL MAINTAIN ONESECTION OF MARINAPARKING (NORTH ORSOUTH, DEPENDENT ONPHASE) AVAILABLEDURING CONSTRUCTIONMARINA PARKING (SOUTH)4" FDOT CLASS NS PAVEMENT RESTORATIONMILL AND RESURFACE WITH 1" SP-9.5 ASPHALT TO PROPOSEDGRADE CONCRETE SIDEWALK MARINA DRPROPERTY LINE (TYP)PROPERTY LINE (TYP)NOTE: CONTRACTORSHALL MAINTAIN MOTPER FDOT STANDARDSNOTE: CONTRACTORSHALL MAINTAINACCESS TO ALLADJACENT PROPERTIESTHROUGHCONSTRUCTION.COORDINATESCHEDULE WITH NPBAND PROPERTYMANAGERSNOTE: CONTRACTORSHALL MAINTAINACCESS TO ALLADJACENT PROPERTIESTHROUGHCONSTRUCTION.COORDINATESCHEDULE WITH NPBAND PROPERTYMANAGERSN=908456.27E=962979.10N=908453.69E=962990.65N=908455.84E=962902.85N=908427.32E=962893.24N=908403.17E=962956.19N=908401.17E=962967.97N=908354.00E=962946.34N=907838.39E=962841.43N=907841.93E=962867.82SCALE: 1" =GRAPHIC SCALE030'304560RKnow what'sbelow.Callbefore you dig.LAYOUT, CONCEPTUALADAM SWANEY, P.E., PROFESSIONAL ENGINEER LICENSE NO. 72235.THIS DOCUMENT HAS BEEN ELECTRONICALLY SIGNED ANDSEALED BY ADAM SWANEY, P.E. USING A SHA-1 AUTHENTICATION CODE.PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED ANDSEALED AND THE SHA-1 AUTHENTICATION CODE MUST BE VERIFIED ON ANYELECTRONIC COPIES.ã ·· J:\Land Projects R2\03045.189 Marina Drive\Dwg\03045.189 PHASES.dwg DATE: 3/27/2024 4:51 PMPLOT: 3/28/2024 9:48:12 AM31003045.189MARINA DRIVE 11037 MARINA DR NORTH PALM BEACH, FL 33408 PHASES 1 THROUGH 5CONCEPTUALLAYOUTMATCHLINE SHEET #2PHASE 3PHASE 4EASEMENTEXISTING FORCEMAINEXISTING DRAINAGEEXISTING SANITARY SEWEREXISTING WATERMAINRIGHT-OF-WAYLEGEND: (ABBREVIATIONS)ELELEVATIONEXISTEXISTINGFFEFINISH FLOOR ELEVATIONFTFEET OR FOOTNTSNOT TO SCALER/WRIGHT-OF-WAYSDSTORM DRAINAGESFSQUARE FEETSSSANITARY SEWERTEMPTEMPORARYTYPTYPICALUEUTILITY EASEMENTw/WITHWMWATERMAINLEGEND1.ELEVATIONS SHOWN HERE ON ARE BASED ON THE NATIONALGEODETIC VERTICAL DATUM OF 1988 (N.A.V.D. 1988)2.ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE RESTOREDTO THEIR ORIGINAL CONDITION.3.TOPOGRAPHIC SURVEY PERFORMED BY ENGENUITY GROUP, INC.4.HANDICAP RAMPS SHALL BE CONSTRUCTED PER FDOT INDEX522-002.5.NO STAGING IN MARINA PARKING LOT WITHOUT PROPER OWNERAPPROVAL.GENERAL NOTES:NOTE: CONTRACTORSHALL PROVIDE ADETAILED MOT PLANFOR APPROVAL BYNORTH PALM BEACHNOTE: CONTRACTORSHALL MAINTAIN ONESECTION OF MARINAPARKING (NORTH ORSOUTH, DEPENDENT ONPHASE) AVAILABLEDURING CONSTRUCTIONMARINA PARKING (NORTH)PHASE 54" FDOT CLASS NS PAVEMENT RESTORATIONMILL AND RESURFACE WITH 1" SP-9.5 ASPHALT TO PROPOSEDGRADE CONCRETE SIDEWALK ã ·· J:\Land Projects R2\03045.189 Marina Drive\Dwg\03045.189 DETAILS.dwg DATE: 3/27/2024 4:52 PMPLOT: 3/28/2024 9:48:19 AM41003045.189MARINA DRIVE 11037 MARINA DR NORTH PALM BEACH, FL 33408 MOT DETAILS EX. INLET TO BE COVEREDWITH FILTER FABRICPROPERTY LINE (TYP)PROPERTY LINE (TYP)EX. SS MH(TO REMAIN)EX. SS MH(TO REMAIN)EX. FH.(TO REMAIN)EX. TREES(TO REMAIN)EX. INLET(TO BE REMOVEDAND REPLACED)HARBOUR TOWERS YACHT CLUB DRMARINA DRN=907506.69E=962958.75N=907502.10E=962945.51N=907685.30E=962875.58N=907689.89E=962888.80N=907728.12E=962830.06N=907728.52E=962834.95N=907804.67E=962832.09N=907798.67E=962836.48N=907805.91E=962832.99N=907794.97E=962828.19N=907730.87E=962828.52N=907620.90E=962899.49N=907510.57E=962948.58N=907524.65E=962986.33SCALE: 1" =GRAPHIC SCALE030'304560RKnow what'sbelow.Callbefore you dig.LAYOUT, CONCEPTUALADAM SWANEY, P.E., PROFESSIONAL ENGINEER LICENSE NO. 72235.THIS DOCUMENT HAS BEEN ELECTRONICALLY SIGNED ANDSEALED BY ADAM SWANEY, P.E. USING A SHA-1 AUTHENTICATION CODE.PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED ANDSEALED AND THE SHA-1 AUTHENTICATION CODE MUST BE VERIFIED ON ANYELECTRONIC COPIES.ã ·· J:\Land Projects R2\03045.189 Marina Drive\Dwg\03045.189 DEMO & PP.dwg DATE: 3/27/2024 4:50 PMPLOT: 3/28/2024 9:48:30 AM51003045.189MARINA DRIVE 11037 MARINA DR NORTH PALM BEACH, FL 33408 DEMOLITION AND POLLUTION PREVENTIONCONCEPTUALLAYOUT MATCHLINE SHEET #6EASEMENTEXISTING FORCEMAINEXISTING DRAINAGEEXISTING SANITARY SEWEREXISTING WATERMAINRIGHT-OF-WAYLEGEND: (ABBREVIATIONS)ELELEVATIONEXISTEXISTINGFFEFINISH FLOOR ELEVATIONFTFEET OR FOOTNTSNOT TO SCALER/WRIGHT-OF-WAYSDSTORM DRAINAGESFSQUARE FEETSSSANITARY SEWERTEMPTEMPORARYTYPTYPICALUEUTILITY EASEMENTw/WITHWMWATERMAINLEGEND1.ELEVATIONS SHOWN HERE ON ARE BASED ON THE NATIONALGEODETIC VERTICAL DATUM OF 1988 (N.A.V.D. 1988)2.ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE RESTOREDTO THEIR ORIGINAL CONDITION.3.TOPOGRAPHIC SURVEY PERFORMED BY ENGENUITY GROUP, INC.4.HANDICAP RAMPS SHALL BE CONSTRUCTED PER FDOT INDEX522-002.5.NO STAGING IN MARINA PARKING LOT WITHOUT PROPER OWNERAPPROVAL.GENERAL NOTES:REMOVAL OF CONCRETE, ASPHALT,BASEROCK, CURB, ETC.NOTE: CONTRACTORSHALL SUBMIT A "SPILLPREVENTION PLAN"FOR APPROVAL BY THEVILLAGE PRIOR TOSTARTINGCONSTRUCTION.NOTE: CONTRACTORSHALL MAINTAIN SPILLPREVENTIONMEASURES ON-SITEDURING CONSTRUCTIONAS IDENTIFIED IN THEAPPROVED SPILLPREVENTION PLAN. EX. INLET TO BE COVEREDWITH FILTER FABRICEX. INLET TO BE COVEREDWITH FILTER FABRICPROPERTY LINE (TYP)PROPERTY LINE (TYP)MARINA DRN=908143.65E=962903.50N=908141.68E=962913.31N=908119.15E=962898.57N=908117.17E=962908.37N=908400.18E=962973.85N=908462.93E=962943.12N=908459.83E=962962.92N=908455.67E=962981.52N=908407.11E=962932.92N=908060.97E=962932.61N=908069.49E=962893.17SCALE: 1" =GRAPHIC SCALE030'304560RKnow what'sbelow.Callbefore you dig.LAYOUT, CONCEPTUALADAM SWANEY, P.E., PROFESSIONAL ENGINEER LICENSE NO. 72235.THIS DOCUMENT HAS BEEN ELECTRONICALLY SIGNED ANDSEALED BY ADAM SWANEY, P.E. USING A SHA-1 AUTHENTICATION CODE.PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED ANDSEALED AND THE SHA-1 AUTHENTICATION CODE MUST BE VERIFIED ON ANYELECTRONIC COPIES.ã ·· J:\Land Projects R2\03045.189 Marina Drive\Dwg\03045.189 DEMO & PP.dwg DATE: 3/27/2024 4:50 PMPLOT: 3/28/2024 9:48:32 AM61003045.189MARINA DRIVE 11037 MARINA DR NORTH PALM BEACH, FL 33408 DEMOLITION AND POLLUTION PREVENTIONCONCEPTUALLAYOUTMATCHLINE SHEET #5EASEMENTEXISTING FORCEMAINEXISTING DRAINAGEEXISTING SANITARY SEWEREXISTING WATERMAINRIGHT-OF-WAYLEGEND: (ABBREVIATIONS)ELELEVATIONEXISTEXISTINGFFEFINISH FLOOR ELEVATIONFTFEET OR FOOTNTSNOT TO SCALER/WRIGHT-OF-WAYSDSTORM DRAINAGESFSQUARE FEETSSSANITARY SEWERTEMPTEMPORARYTYPTYPICALUEUTILITY EASEMENTw/WITHWMWATERMAINLEGEND1.ELEVATIONS SHOWN HERE ON ARE BASED ON THE NATIONALGEODETIC VERTICAL DATUM OF 1988 (N.A.V.D. 1988)2.ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE RESTOREDTO THEIR ORIGINAL CONDITION.3.TOPOGRAPHIC SURVEY PERFORMED BY ENGENUITY GROUP, INC.4.HANDICAP RAMPS SHALL BE CONSTRUCTED PER FDOT INDEX522-002.5.NO STAGING IN MARINA PARKING LOT WITHOUT PROPER OWNERAPPROVAL.GENERAL NOTES:REMOVAL OF CONCRETE, ASPHALT,BASEROCK, CURB, ETC.NOTE: CONTRACTORSHALL SUBMIT A "SPILLPREVENTION PLAN"FOR APPROVAL BY THEVILLAGE PRIOR TOSTARTINGCONSTRUCTION.NOTE: CONTRACTORSHALL MAINTAIN SPILLPREVENTIONMEASURES ON-SITEDURING CONSTRUCTIONAS IDENTIFIED IN THEAPPROVED SPILLPREVENTION PLAN. HARBOUR TOWERSYACHT CLUB DRMARINA DRPROPERTY LINE (TYP)PROPERTY LINE (TYP)PROPOSED CB #2RIM = 4.35INV ELEV = 0.60 SPROPOSED 5' WIDECONCRETE SIDEWALKRAISED 6" ABOVE PAVEMENTREPLACE EX. CBw/ CB #1RIM = 4.02INV ELEV = 0.50 NINV ELEV = 1.40 E105 LF OF 18" RCPPAVEMENT RESTORATIONEX. 4" FMEX. 8" WMEXISTING SIGN TO REMAINEXISTING SIGN TO REMAIN89'10'48'MILLING AND RESURFACING (TYP)EX. FH.FIELD VERIFY (POTHOLE) POTENTIALSEWER CONFLICTPRIOR TO FABRICATION OF DRAINAGE DRAINAGE STRUCTUREEX. FDCEX. 8" WMEX. SS MHEX. SS MHEX. LIFT STATION4.534.564.64REPLACE YELLOW CHEVRON STRIPING (THERMOPLASTIC)PER EXISTING. 6" DOUBLE YELLOW WITH RPM'S PLACEDPER PBC TYPICAL T-P-21. WITH 18" YELLOW @45°HANDICAP RAMP: CR-GPER FDOT STANDARD PLANS522-002HANDICAP RAMP: CR-GPER FDOT STANDARD PLANS522-002REPLACE YELLOW CHEVRON STRIPING (THERMOPLASTIC)PER EXISTING. 6" DOUBLE YELLOW WITH RPM'S PLACEDPER PBC TYPICAL T-P-21. WITH 18" YELLOW @45°24" WHITE THERMOPLASTICSTOP BARDETECTABLE WARNING SURFACEPER FDOT STANDARD PLANS 522-002 (TYP)N=907787.38E=962868.62N=907667.73E=962912.22N=907597.98E=962937.76N=907432.72E=962998.26N=907258.39E=963062.08N=907820.56E=962833.61N=907716.95E=962835.81N=907420.57E=962974.34N=907248.96E=963034.53N=907664.22E=962902.86N=907594.57E=962929.24N=907611.34E=962911.06N=907510.62E=962948.52N=907595.91E=962894.44N=907526.99E=962928.41SCALE: 1" =GRAPHIC SCALE030'304560RKnow what'sbelow.Callbefore you dig.LAYOUT, CONCEPTUALADAM SWANEY, P.E., PROFESSIONAL ENGINEER LICENSE NO. 72235.THIS DOCUMENT HAS BEEN ELECTRONICALLY SIGNED ANDSEALED BY ADAM SWANEY, P.E. USING A SHA-1 AUTHENTICATION CODE.PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED ANDSEALED AND THE SHA-1 AUTHENTICATION CODE MUST BE VERIFIED ON ANYELECTRONIC COPIES.ã ·· J:\Land Projects R2\03045.189 Marina Drive\Dwg\03045.189 PGD.dwg DATE: 3/27/2024 4:52 PMPLOT: 3/28/2024 9:48:40 AM71003045.189MARINA DRIVE 11037 MARINA DR NORTH PALM BEACH, FL 33408 PAVING, GRADING AND DRAINAGECONCEPTUALLAYOUT MATCHLINE SHEET #8EASEMENTEXISTING FORCEMAINEXISTING DRAINAGEEXISTING SANITARY SEWEREXISTING WATERMAINRIGHT-OF-WAYLEGEND: (ABBREVIATIONS)ELELEVATIONEXISTEXISTINGFFEFINISH FLOOR ELEVATIONFTFEET OR FOOTNTSNOT TO SCALER/WRIGHT-OF-WAYSDSTORM DRAINAGESFSQUARE FEETSSSANITARY SEWERTEMPTEMPORARYTYPTYPICALUEUTILITY EASEMENTw/WITHWMWATERMAINDRAINAGE FLOW DIRECTIONLEGEND12.55PROPOSED ELEVATION1.ELEVATIONS SHOWN HERE ON ARE BASED ON THE NATIONALGEODETIC VERTICAL DATUM OF 1988 (N.A.V.D. 1988)2.ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE RESTOREDTO THEIR ORIGINAL CONDITION.3.TOPOGRAPHIC SURVEY PERFORMED BY ENGENUITY GROUP, INC.4.HANDICAP RAMPS SHALL BE CONSTRUCTED PER FDOT INDEX522-002.5.NO STAGING IN MARINA PARKING LOT WITHOUT PROPER OWNERAPPROVAL.GENERAL NOTES:NOTE: CONTRACTORSHALL SUBMIT A "SPILLPREVENTION PLAN"FOR APPROVAL BY THEVILLAGE PRIOR TOSTARTINGCONSTRUCTION.NOTE: CONTRACTORSHALL MAINTAIN SPILLPREVENTIONMEASURES ON-SITEDURING CONSTRUCTIONAS IDENTIFIED IN THEAPPROVED SPILLPREVENTION PLAN.4" FDOT CLASS NS PAVEMENT RESTORATIONMILL AND RESURFACE WITH 1" SP-9.5 ASPHALT TO PROPOSEDGRADE CONCRETE SIDEWALK MARINA DRPROPERTY LINE (TYP)PROPERTY LINE (TYP)PROPOSED CB #3RIM = 5.15'INV ELEV = 1.50' N25 LF OF 18" RCP w/ 20 LF OF10' WIDE EXFILTRATION TRENCHPAVEMENT RESTORATIONPAVEMENT RESTORATIONMILLING AND RESURFACING (TYP)EX. 8" SSEX. 6" WMEX. 4" WMEX. 8" SSEX. FH.EX. 6" WMDETECTABLE WARNING SURFACEPER FDOT STANDARD PLANS 522-002 (TYP)5.395.485.265.314.504.555.315.56N=908420.56E=962945.43N=908455.98E=962902.97N=908427.90E=962893.28N=908453.69E=962990.69N=907840.99E=962867.54N=908167.57E=962933.52N=908136.88E=962902.14RKnow what'sbelow.Callbefore you dig.LAYOUT, CONCEPTUALADAM SWANEY, P.E., PROFESSIONAL ENGINEER LICENSE NO. 72235.THIS DOCUMENT HAS BEEN ELECTRONICALLY SIGNED ANDSEALED BY ADAM SWANEY, P.E. USING A SHA-1 AUTHENTICATION CODE.PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED ANDSEALED AND THE SHA-1 AUTHENTICATION CODE MUST BE VERIFIED ON ANYELECTRONIC COPIES.ã ·· J:\Land Projects R2\03045.189 Marina Drive\Dwg\03045.189 PGD.dwg DATE: 3/27/2024 4:52 PMPLOT: 3/28/2024 9:48:42 AM81003045.189MARINA DRIVE 11037 MARINA DR NORTH PALM BEACH, FL 33408 PAVING, GRADING AND DRAINAGECONCEPTUALLAYOUTMATCHLINE SHEET #7EASEMENTEXISTING FORCEMAINEXISTING DRAINAGEEXISTING SANITARY SEWEREXISTING WATERMAINRIGHT-OF-WAYLEGEND: (ABBREVIATIONS)ELELEVATIONEXISTEXISTINGFFEFINISH FLOOR ELEVATIONFTFEET OR FOOTNTSNOT TO SCALER/WRIGHT-OF-WAYSDSTORM DRAINAGESFSQUARE FEETSSSANITARY SEWERTEMPTEMPORARYTYPTYPICALUEUTILITY EASEMENTw/WITHWMWATERMAIN4" FDOT CLASS NS LEGENDDRAINAGE FLOW DIRECTION12.55PROPOSED ELEVATION1.ELEVATIONS SHOWN HERE ON ARE BASED ON THE NATIONALGEODETIC VERTICAL DATUM OF 1988 (N.A.V.D. 1988)2.ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE RESTOREDTO THEIR ORIGINAL CONDITION.3.TOPOGRAPHIC SURVEY PERFORMED BY ENGENUITY GROUP, INC.4.HANDICAP RAMPS SHALL BE CONSTRUCTED PER FDOT INDEX522-002.5.NO STAGING IN MARINA PARKING LOT WITHOUT PROPER OWNERAPPROVAL.GENERAL NOTES:PAVEMENT RESTORATIONSCALE: 1" =GRAPHIC SCALE030'304560MILL AND RESURFACE WITH 1" SP-9.5 ASPHALT TO PROPOSEDGRADE NOTE: CONTRACTORSHALL SUBMIT A "SPILLPREVENTION PLAN"FOR APPROVAL BY THEVILLAGE PRIOR TOSTARTINGCONSTRUCTION.NOTE: CONTRACTORSHALL MAINTAIN SPILLPREVENTIONMEASURES ON-SITEDURING CONSTRUCTIONAS IDENTIFIED IN THEAPPROVED SPILLPREVENTION PLAN.CONCRETE SIDEWALK RKnow what'sbelow.Callbefore you dig.LAYOUT, CONCEPTUALADAM SWANEY, P.E., PROFESSIONAL ENGINEER LICENSE NO. 72235.THIS DOCUMENT HAS BEEN ELECTRONICALLY SIGNED ANDSEALED BY ADAM SWANEY, P.E. USING A SHA-1 AUTHENTICATION CODE.PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED ANDSEALED AND THE SHA-1 AUTHENTICATION CODE MUST BE VERIFIED ON ANYELECTRONIC COPIES.ã ·· J:\Land Projects R2\03045.189 Marina Drive\Dwg\03045.189 DETAILS.dwg DATE: 3/27/2024 4:52 PMPLOT: 3/28/2024 9:48:47 AM91003045.189MARINA DRIVE 11037 MARINA DR NORTH PALM BEACH, FL 33408 DETAILSCONCEPTUALLAYOUT EXISTINGSIDEWALKTYPE 'A' JOINT (TYP.)NEW SIDEWALKPLANP.T.5'-0"TYP.12" PREMOLDED EXPANSIONJOINT MATERIALTYPE 'B' JOINTP.C.TYPE 'A' JOINTTYPE 'A' JOINTAT DRIVEWAYS AND OTHER AREASRESIDENTIAL AREASLOCATIONTHICKNESSTABLE OF SIDEWALK4"6"TYPE 'B' JOINT (TYP.)12" R.12" R.12"18"112"1 4"/FT CONCRETE SIDEWALKNTSNOTES:1. ALL SIDEWALKS SHALL MEET ADA STANDARDS. SIDEWALKCROSS SLOPE SHALL NOT EXCEED 2%.SIDEWALK LONGITUDINAL SLOPE SHALL NOT EXCEED 5%.2. CONCRETE SHALL BE 3,000 PSI COMPRESSIVE STRENGTHAND PLACED OVER SUBGRADE COMPACTED TO 98% PERAASHTO T-180.ASPHALT PAVEMENT JOINTASPHALT PAVEMENT SECTION RKnow what'sbelow.Callbefore you dig.LAYOUT, CONCEPTUALADAM SWANEY, P.E., PROFESSIONAL ENGINEER LICENSE NO. 72235.THIS DOCUMENT HAS BEEN ELECTRONICALLY SIGNED ANDSEALED BY ADAM SWANEY, P.E. USING A SHA-1 AUTHENTICATION CODE.PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED ANDSEALED AND THE SHA-1 AUTHENTICATION CODE MUST BE VERIFIED ON ANYELECTRONIC COPIES.ã ·· J:\Land Projects R2\03045.189 Marina Drive\Dwg\03045.189 DETAILS.dwg DATE: 3/27/2024 4:52 PMPLOT: 3/28/2024 9:48:48 AM101003045.189MARINA DRIVE 11037 MARINA DR NORTH PALM BEACH, FL 33408 DETAILSCONCEPTUALLAYOUT NOTES:1.ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE RESTORED TO THEIRORIGINAL CONDITION. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO PAVEMENTMARKINGS, DRIVEWAYS, IRRIGATION, LIGHTING, MAILBOXES, FIRE HYDRANTS,METERS, FENCING, EXISTING DRAINAGE, VEGETATION, SOD, DUNES, ETC.2.VALVE BOXES, MANHOLES, CLEANOUTS, AND OTHER UTILITIES IN THE PAVEMENTWORK AREA SHALL BE PROTECTED AND ADJUSTED TO MATCH FINISHED GRADE.3.SIGNS TO BE ADJUSTED WHERE APPLICABLE. STRIPING SHALL BE THERMOPLASTICUNLESS OTHERWISE NOTED.4.THE VILLAGE OF NORTH PALM BEACH WILL BE RESPONSIBLE FOR ANY TREEREMOVALS WITHIN THE PUBLIC RIGHT-OF-WAY. CONTRACTOR TO COORDINATEWITH THE VILLAGE IF CONFLICTS ARISE DURING CONSTRUCTION.5.ROADWAY NEEDS TO REMAIN OPEN TO THE PUBLIC AT ALL TIMES.6.MAINTENANCE OF TRAFFIC (MOT), CONTRACTOR TO PROVIDE MOT PLAN FORAPPROVAL BY TOWN STAFF PRIOR TO CONSTRUCTION. MOT PLAN SHALL BEPREPARED BY A CERTIFIED WORKSITE TRAFFIC CONTROL TECHNICIAN OR TRAFFICCONTROL SUPERVISOR, AS APPROPRIATE FOR JOB COMPLEXITY. A LEGIBLE COPYOF THE TECHNICIAN/SUPERVISOR'S VALID CERTIFICATION MUST BE SUBMITTEDWITH THE MOT PLAN. A CERTIFIED TRAFFIC CONTROL SUPERVISOR MUST SIGN THEMOT PLAN, AND A COPY OF HIS/HER CURRENT CERTIFICATION MUST BE INCLUDED.7.ALL PAVEMENT MARKING, GEOMETRICS AND SIGNAGE SHALL COMPLY WITH PALMBEACH COUNTY TRAFFIC DIVISION STANDARD DETAIL NO. T-P-18.GENERAL:1.WORK INCLUDED:A.THE CONTRACTOR SHALL FURNISH ALL LABOR, SUPERINTENDENCE, QUALITY CONTROL,MATERIALS, PLANT, POWER, LIGHT, HEAT, FUEL, WATER, TOOLS, APPLIANCES,EQUIPMENT, SUPPLIES, AND OTHER MEANS OF CONSTRUCTION NECESSARY ANDPROPER FOR PERFORMING AND COMPLETING THE WORK. CONTRACTOR SHALLPERFORM AND COMPLETE THE WORK IN THE MANNER BEST CALCULATED TO PROMOTESCHEDULED CONSTRUCTION CONSISTENT WITH SAFETY OF LIFE AND PROPERTY ANDTO THE SATISFACTION OF THE OWNER, AND IN STRICT ACCORDANCE WITH THECONTRACT DOCUMENTS. THE CONTRACTOR SHALL CLEAN UP THE WORK, MAINTAIN ITDURING CONSTRUCTION, AND PAY ALL COSTS INCIDENTAL THERETO. CONTRACTORSHALL REPAIR OR RESTORE ALL STRUCTURES AND PROPERTY THAT MAY BE DAMAGEDOR DISTURBED DURING PERFORMANCE OF THE WORK.B.THE COST OF INCIDENTAL WORK DESCRIBED IN THESE GENERAL REQUIREMENTS, FORWHICH THERE ARE NO SPECIFIC CONTRACT ITEMS, SHALL BE CONSIDERED AS PART OFTHE GENERAL COST OF DOING THE WORK AND SHALL BE INCLUDED IN THE PRICES FORTHE VARIOUS CONTRACT ITEMS. NO ADDITIONAL PAYMENT WILL BE MADE THEREFORE.C.THE CONTRACTOR SHALL PROVIDE AND MAINTAIN SUCH MODERN PLANT, TOOLS, ANDEQUIPMENT AS MAY BE NECESSARY IN THE OPINION OF THE ENGINEER, TO PERFORM INA SATISFACTORY AND ACCEPTABLE MANNER ALL THE WORK REQUIRED BY THECONTRACT. ONLY EQUIPMENT OF ESTABLISHED REPUTATION AND PROVEN EFFICIENCYSHALL BE USED. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THEADEQUACY OF WORKMANSHIP, MATERIALS AND EQUIPMENT, PRIOR APPROVAL OF THEENGINEER NOTWITHSTANDING.2.MOBILIZATION:A.PERFORM PREPARATORY WORK AND OPERATIONS IN MOBILIZING FOR BEGINNINGWORK ON THE PROJECT, INCLUDING, BUT NOT LIMITED TO, THOSE OPERATIONSNECESSARY FOR THE MOVEMENT OF PERSONNEL, EQUIPMENT, SUPPLIES, ANDINCIDENTALS TO THE PROJECT SITE AND FOR THE ESTABLISHMENT OF TEMPORARYOFFICES, BUILDINGS, SAFETY EQUIPMENT AND FIRST AID SUPPLIES, AND OTHERFACILITIES. INCLUDE THE COSTS OF BONDS AND ANY REQUIRED INSURANCE AND ANYOTHER PRE-CONSTRUCTION EXPENSE NECESSARY FOR THE START OF THE WORK,EXCLUDING THE COST OF CONSTRUCTION MATERIALS.3.MAINTENANCE OF TRAFFIC:A.PREPARE AND SUBMIT A MAINTENANCE OF TRAFFIC PLAN FOR REVIEW. APROFESSIONAL ENGINEER LICENSED IN THE STATE OF FLORIDA OR A PERSON THAT HASSATISFACTORILY COMPLETED THE AMERICAN TRAFFIC SAFETY SERVICES ASSOCIATION“FLORIDA ADVANCED WORK ZONE TRAFFIC CONTROL COURSE” SHALL PREPARE THEPLAN.B.CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN TRAFFIC CONTROL THROUGH THEWORK AREA FOR THE DURATION OF CONSTRUCTION. PROVIDE TRAFFIC CONTROLDEVICES THAT ARE ON THE FLORIDA DEPARTMENT OF TRANSPORTATION'S “QUALIFIEDPRODUCT LIST”.4.PROGRESS SCHEDULE:A.PREPARE A CONSTRUCTION PROGRESS SCHEDULE COVERING ALL THE WORK INVOLVEDIN THE CONTRACT. THIS INCLUDES SUBMITTAL AND APPROVAL OF SHOP DRAWINGS ONCRITICAL ITEMS, FABRICATION AND DELIVERY OF IDENTIFIABLE MATERIALS ANDEQUIPMENT, SPECIFIC ITEMS OR WORK IN THE SCOPE, INTERFACES REQUIRED WITHOTHER CONTRACTS THAT MAY BE PART OF AN OVERALL PROJECT, AND SPECIFICDEPENDENCIES UPON ACTS OR ACTIVITIES OF PARTIES NOT UNDER THE CONTROL OFCONTRACTOR.B.THE BAR GRAPH METHOD OR CRITICAL PATH METHOD ARE ACCEPTABLE FORSCHEDULING CONSTRUCTION ACTIVITY.5.SHOP DRAWINGS, PRODUCT DATA AND SAMPLES:A.SUBMIT AT LEAST EIGHT (8) COPIES OF ALL REQUIRED SHOP DRAWINGS, PRODUCT DATAAND SAMPLES FOR ENGINEER'S REVIEW.B.SHOP DRAWINGS, PRODUCT DATA, SAMPLES AND TRANSMITTAL LETTERS PERTAININGTHERETO SHALL BE IDENTIFIED WITH THE TITLE OF THE PROJECT, SUBMISSION DATE,AND THE CONTRACTOR'S ACKNOWLEDGEMENT THAT HE HAS REVIEWED THEM ANDFOUND THEM ACCEPTABLE.C.NOTIFY ENGINEER IN WRITING, AT THE TIME OF SUBMITTAL, OF ANY DEVIATIONS IN THESUBMITTALS FROM THE REQUIREMENTS OF THE CONTACT DOCUMENTS.D.THE REVIEW AND APPROVAL OF SHOP DRAWINGS, SAMPLES OR PRODUCT DATA BY THEENGINEER SHALL NOT RELIEVE THE CONTRACTOR FROM HIS/HER RESPONSIBILITY WITHREGARD TO THE FULFILLMENT OF THE TERMS OF THE CONTRACT DOCUMENTS. ALLRISKS OF ERROR AND OMISSION ARE ASSUMED BY THE CONTRACTOR AND THEENGINEER WILL HAVE NO RESPONSIBILITY THEREFORE.6.BORING LOGS, OTHER REPORTS AND DRAWINGS UTILIZED BY ENGINEER:A.BORING LOGS, OTHER REPORTS AND DRAWINGS UTILIZED BY ENGINEER, IF ENCLOSED,ARE PROVIDED FOR CONTRACTOR'S INFORMATION AND ARE NOT A PART OF THECONTRACT DOCUMENTS. THERE IS NO TECHNICAL DATA IN THE BORING LOGS, OTHERREPORTS OR DRAWINGS THAT SHOULD BE RELIED ON BY THE CONTRACTOR.7.CONSTRUCTION STAKING:A.THE BASELINES AND BENCHMARKS FOR PRIMARY CONTROL, NECESSARY TO ESTABLISHLINES AND GRADES NEEDED FOR CONSTRUCTION ARE SHOWN ON THE DRAWINGS.THESE BASELINES AND BENCHMARKS SHALL BE USED AS THE ORIGIN OF ALL SURVEYS,LAYOUTS AND MEASUREMENTS TO ESTABLISH CONSTRUCTION LINES AND GRADES.CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT THE LOSS ORDAMAGE OF PRIMARY CONTROL POINTS. ANY STAKES AND/OR CONTROL POINTS LOSTOR DAMAGED BY CONSTRUCTION ACTIVITY WILL BE RE-ESTABLISHED BY CONTRACTORAT NO ADDITIONAL EXPENSE TO OWNER.B.CONSTRUCTION STAKING SHALL BE PERFORMED BY A PROFESSIONAL SURVEYOR ANDMAPPER LICENSED IN THE STATE OF FLORIDA.8.PROTECTION/ADJUSTMENT OF UTILITIES:A.UTILITY INSTALLATIONS AND STRUCTURES SHALL BE UNDERSTOOD TO INCLUDE ALLPOLES, TRACKS, PIPES, WIRES, CONDUITS, HOUSE SERVICE CONNECTIONS, VAULTS,MANHOLES AND ALL OTHER APPURTENANCES AND FACILITIES PERTAINING THERETOWHETHER OWNED OR CONTROLLED BY THE OWNER, OTHER GOVERNMENTAL BODIESOR PRIVATELY OWNED BY INDIVIDUALS, FIRMS OR CORPORATIONS, USED TO SERVE THEPUBLIC WITH TRANSPORTATION, TRAFFIC CONTROL, GAS, ELECTRICITY, TELEPHONE,SEWERAGE, DRAINAGE, WATER OR OTHER PUBLIC OR PRIVATE PROPERTY WHICH MAYBE AFFECTED BY THE WORK.B.CONTRACTOR SHALL PROTECT ALL UTILITY INSTALLATIONS AND STRUCTURES FROMDAMAGE DURING WORK. ACCESS ACROSS ANY BURIED PUBLIC UTILITY INSTALLATIONOR STRUCTURE SHALL BE MADE ONLY IN SUCH LOCATIONS AND BY MEANS APPROVEDBY THE UTILITY OWNER. THE CONTRACTOR SHALL SO ARRANGE OPERATIONS AS TOAVOID ANY DAMAGE TO THESE FACILITIES. ALL REQUIRED PROTECTIVE DEVICES ANDCONSTRUCTION SHALL BE PROVIDED BY THE CONTRACTOR. ALL EXISTING PUBLICUTILITIES DAMAGED BY THE CONTRACTOR WHICH ARE SHOWN ON THE DRAWINGS ORHAVE BEEN LOCATED IN THE FIELD BY THE UTILITY OWNER SHALL BE REPAIRED BY THECONTRACTOR.C.PUBLIC UTILITY INSTALLATIONS OR STRUCTURES OWNED OR CONTROLLED BY THEOWNER OR OTHER GOVERNMENTAL BODY, WHICH ARE SHOWN ON THE DRAWINGS TOBE REMOVED, RELOCATED, REPLACED OR REBUILT BY THE CONTRACTOR SHALL BEINCLUDED IN THE PRICES BID FOR THE VARIOUS CONTRACT ITEMS. NO SEPARATEPAYMENTS SHALL BE MADE THEREFORE.D.WHERE PUBLIC UTILITY INSTALLATIONS OR STRUCTURES OWNED OR CONTROLLED BYTHE OWNER OR OTHER GOVERNMENTAL BODY ARE ENCOUNTERED DURING THECOURSE OF THE WORK, AND ARE NOT INDICATED ON THE DRAWINGS OR IN THESPECIFICATIONS, AND WHEN IN THE OPINION OF THE ENGINEER, REMOVAL,RELOCATION, REPLACEMENT OR REBUILDING IS NECESSARY TO COMPLETE THE WORKUNDER THIS CONTRACT, SUCH WORK SHALL BE ACCOMPLISHED BY THE UTILITY HAVINGJURISDICTION, OR SUCH WORK MAY BE ORDERED, IN WRITING BY THE ENGINEER, FORTHE CONTRACTOR TO ACCOMPLISH. IF SUCH WORK IS ACCOMPLISHED BY THE UTILITYHAVING JURISDICTION IT WILL BE CARRIED OUT EXPEDITIOUSLY AND THE CONTRACTORSHALL GIVE FULL COOPERATION TO PERMIT THE UTILITY TO COMPLETE THE REMOVAL,RELOCATION, REPLACEMENT OR REBUILDING AS REQUIRED. IF SUCH WORK ISACCOMPLISHED BY THE CONTRACTOR, IT WILL BE IN ACCORDANCE WITH THE GENERALAND SUPPLEMENTARY CONDITIONS.E.CONTRACTOR SHALL GIVE WRITTEN NOTICE TO OWNER AND GOVERNMENTAL UTILITYDEPARTMENTS AND OTHER OWNERS OF PUBLIC UTILITIES OF THE LOCATION OF THEPROPOSED CONSTRUCTION OPERATIONS, AT LEAST SEVENTY-TWO (72) HOURS INADVANCE OF BREAKING GROUND IN ANY AREA OR ON ANY UNIT OF THE WORK.F.THE MAINTENANCE, REPAIR, REMOVAL, RELOCATION OR REBUILDING OF PUBLIC UTILITYINSTALLATIONS AND STRUCTURES, WHEN ACCOMPLISHED BY THE CONTRACTOR ASHEREIN PROVIDED, SHALL BE DONE BY METHODS APPROVED BY THE UTILITY OWNER.9.FIELD OBSERVATIONS AND TESTING:A.FIELD OBSERVATIONS WILL BE PERFORMED BY ENGINEER AND ALL FIELD TESTING OFMATERIALS WILL BE PERFORMED BY AN INDEPENDENT TESTING LABORATORY. THECOST OF PASSING TESTS WILL BE PAID BY OWNER. FAILING TESTS SHALL BE PAID BYTHE CONTRACTOR.B.FOR TESTS SPECIFIED TO BE MADE BY THE CONTRACTOR (FOR EQUIPMENT/MATERIALPRIOR TO DELIVERY TO THE PROJECT SITE), THE TESTING PERSONNEL SHALL MAKE THENECESSARY INSPECTIONS AND TESTS AND THE REPORTS THEREOF SHALL BE IN SUCHFORM AS WILL FACILITATE CHECKING TO DETERMINE COMPLIANCE WITH THE CONTACTDOCUMENTS. SIX (6) COPIES OF THE REPORTS SHALL BE SUBMITTED ANDAUTHORITATIVE CERTIFICATION THEREOF MUST BE FURNISHED TO THE ENGINEER AS APREREQUISITE FOR THE ACCEPTANCE OF ANY MATERIAL OR EQUIPMENT.C.IF, IN THE MAKING OF ANY TEST OF ANY MATERIAL, IT IS ASCERTAINED BY THE ENGINEERTHAT THE MATERIAL DOES NOT COMPLY WITH THE CONTRACT, THE CONTRACTOR WILLBE NOTIFIED THEREOF AND WILL BE DIRECTED TO REFRAIN FROM DELIVERING SAIDMATERIAL, OR TO REMOVE IT PROMPTLY FROM THE SITE OR FROM THE WORK ANDREPLACE IT WITH ACCEPTABLE MATERIAL, WITHOUT ADDITIONAL COST TO THE OWNER.D.THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE PROPER OPERATION OFMATERIAL DURING TESTS AND CONSTRUCTION PERIODS AND SHALL NEITHER HAVE NORMAKE ANY CLAIM FOR DAMAGE THAT MAY OCCUR TO MATERIAL PRIOR TO THE TIMEWHEN THE OWNER FORMALLY TAKES OVER THE OPERATION THEREOF.E.CONTRACTOR IS RESPONSIBLE FOR SCHEDULING FIELD TESTING.10.SALVAGE MATERIAL:A.ALL SALVAGEABLE MATERIAL AND EQUIPMENT REMOVED FROM THE EXISTINGCONSTRUCTION FOR WHICH SPECIFIC USE, RELOCATION OR OTHER DISPOSAL IS NOTSPECIFICALLY NOTED ON THE DRAWINGS OR OTHERWISE SPECIFIED, SHALL REMAINTHE PROPERTY OF THE OWNER AND SHALL BE TURNED OVER TO HIM. ALL MATERIALAND EQUIPMENT NOT IN SALVAGEABLE CONDITION AS DETERMINED BY THE ENGINEER,SHALL BE DISPOSED OF BY THE CONTRACTOR IN A LEGAL MANNER AT THECONTRACTOR'S EXPENSE. THE ACTUAL STORAGE SITE FOR SALVAGEABLE MATERIALWILL BE DESIGNATED BY THE OWNER.11.CLEANING:A.DURING CONSTRUCTION OF THE WORK, THE CONTRACTOR SHALL, AT ALL TIMES, KEEPTHE SITE OF THE WORK AND ADJACENT PREMISES AS FREE FROM MATERIAL, DEBRISAND RUBBISH AS IS PRACTICABLE AND SHALL REMOVE THE SAME FROM ANY PORTIONOF THE SITE IF, IN THE OPINION OF THE ENGINEER, SUCH MATERIAL, DEBRIS, ORRUBBISH CONSTITUTES A NUISANCE OR IS OBJECTIONABLE.B.AT THE CONCLUSION OF THE WORK, ALL TOOLS, TEMPORARY STRUCTURES ANDMATERIALS BELONGING TO THE CONTRACTOR SHALL BE PROMPTLY TAKEN AWAY ANDCONTRACTOR SHALL REMOVE AND PROMPTLY DISPOSE OF ALL RUBBISH OR ANY OTHERFOREIGN MATERIALS. THE CONTRACTOR SHALL THOROUGHLY CLEAN ALL MATERIALINSTALLED AND SHALL DELIVER SUCH MATERIALS UNDAMAGED IN A CLEAN AND NEWCONDITION.12.DENSITY TESTING REQUIREMENTS:A.ALL DENSITY TESTS SHALL BE SIGNED AND SEALED BY A REGISTERED PROFESSIONALGEOTECHNICAL ENGINEER, LICENSED IN THE STATE OF FLORIDA.B.ALL TESTS AND LOCATIONS ARE SUBJECT TO REVIEW BY REPRESENTATIVES OF OUR OFFICEAND ADDITIONAL TESTS MAY BE REQUIRED BASED ON FIELD OBSERVATIONS OF CONSTRUCTIONTECHNIQUES OR MATERIALS USED ON SITE.C.DENSITY TESTING SHALL BE PROVIDED FOR THE BASE COURSE EVERY 400 FEET OF THEROADWAY.EARTHWORK:1.CONTRACTOR SHALL OBTAIN A “DEWATERING GENERAL WATER USE PERMIT” FROM THESOUTH FLORIDA WATER MANAGEMENT DISTRICT PRIOR TO COMMENCING DEWATERINGUNLESS THE WORK QUALIFIES FOR A 'NO-NOTICE' AUTHORIZATION AS DESCRIBED IN RULE40E-20.302(3) OF THE FLORIDA ADMINISTRATIVE CODE.2.CONTRACTOR SHALL LOCATE EXISTING UNDERGROUND UTILITIES IN THE AREA OF THEWORK AS CONSTRUCTION PROCEEDS. IF UTILITIES ARE TO REMAIN IN PLACE, PROVIDEADEQUATE MEANS OF PROTECTION.3.SHOULD UNCHARTED OR INCORRECTLY CHARTED PIPING OR OTHER UTILITIES BEENCOUNTERED DURING EXCAVATION, NOTIFY THE ENGINEER IMMEDIATELY. COOPERATEWITH RESPONSIBLE UTILITY COMPANIES IN KEEPING RESPECTIVE SERVICES AND FACILITIESIN OPERATION.4.DO NOT INTERRUPT EXISTING UTILITIES SERVING FACILITIES OCCUPIED AND USED BYOWNER OR OTHERS, EXCEPT WHEN PERMITTED IN WRITING BY THE RESPECTIVE UTILITYOWNER.5.CONTRACTOR SHALL SUSTAIN IN THEIR PLACES AND PROTECT FROM DIRECT OR INDIRECTINJURY ALL PIPES, POLES, UTILITIES, WALLS, BUILDINGS, AND OTHER STRUCTURES ORPROPERTY IN THE VICINITY OF WORK, WHETHER ABOVE OR BELOW THE GROUND, OR THATMAY APPEAR IN THE TRENCH. CONTRACTOR SHALL TAKE ALL RISKS ATTENDANT TO THEPRESENCE OR PROXIMITY OF PIPES, POLES, WALLS, BUILDINGS, AND OTHER STRUCTURESAND PROPERTY, OF EVERY KIND AND DESCRIPTION, IN OR OVER HIS TRENCHES,EXCAVATIONS OR IN THE VICINITY OF HIS WORK WHETHER ABOVE OR BELOW THE GROUNDAND SHALL BE RESPONSIBLE FOR ALL DAMAGE AND ASSUME ALL EXPENSE FOR DIRECT ORINDIRECT INJURY, CAUSED BY HIS WORK, TO ANY OF THEM, OR TO ANY PERSON ORPROPERTY BY REASON OF INJURY TO THEM, WHETHER SUCH STRUCTURES ARE OR ARENOT SHOWN ON THE DRAWINGS.6.PROTECT STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS, BENCHMARKS, AND OTHERFACILITIES FROM DAMAGE CAUSED BY SETTLEMENT, LATERAL MOVEMENT, UNDERMINING,WASHOUT, AND OTHER HAZARDS CREATED BY EXCAVATING OPERATIONS.7.PROVIDE EROSION CONTROL MEASURES TO PREVENT EROSION OR DISPLACEMENT OFSOILS AND DISCHARGE OF SOIL BEARING WATER RUNOFF OR AIRBORNE DUST TOADJACENT PROPERTIES AND WALKWAYS.8.WHEN EXCAVATIONS EXCEED 5 FEET IN DEPTH, CONTRACTOR SHALL MEET THEOCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION'S EXCAVATION SAFETY STANDARDS29 C.F.R.S. 1926.650, SUBPART P.9.MATERIAL BELOW SUBGRADE DEEMED UNSUITABLE SHALL BE REMOVED AND REPLACEDWITH CLEAN GRANULAR MATERIAL.10.EXCAVATION IN THE VICINITY OF ADJACENT FACILITIES SHALL BE PERFORMED BY MEANSTHAT WILL NOT DAMAGE THE FACILITIES. ANY DAMAGE TO EXISTING FACILITIES CAUSED BYTHE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED TO THE SATISFACTION OF THEFACILITY'S OWNER AT NO ADDITIONAL COST TO OWNER.11.TRENCH BOTTOM SHALL BE SHAPED TO CONFORM TO PIPE BELLS OR OTHER SHAPEIRREGULARITIES OF SPECIAL APPURTENANCES.12.WHERE A TRENCH CROSSES EXISTING PAVED AREAS OR ROADWAYS WHICH HAVE NOTBEEN SCHEDULED TO BE REPAVED ON THE DRAWINGS, THE PAVED AREA SHALL BE SAWCUT. RIPPING OF PAVEMENT FOR TRENCHES WITH EXCAVATION EQUIPMENT WILL NOT BEALLOWED.13.SATISFACTORY EXCAVATED MATERIALS SHALL BE STOCKPILED UNTIL REQUIRED FORBACKFILL. STOCKPILES SHALL BE PLACED, GRADED AND SHAPED FOR PROPER DRAINAGE.14.SOIL MATERIALS SHALL BE LOCATED AND RETAINED AWAY FROM EDGES OF EXCAVATIONS.15.EXCESS AND/OR UNSATISFACTORY MATERIALS SHALL BE DISPOSED OF OFFSITE16.GENERAL: PROVIDE BORROW SOIL MATERIALS WHEN SUFFICIENT SATISFACTORY SOILMATERIALS ARE NOT AVAILABLE FROM EXCAVATIONS.17.SATISFACTORY SOILS: ASTM D2487 SOIL CLASSIFICATION GROUPS GW, GP, GM, SW, SP, ANDSM, OR A COMBINATION OF THESE GROUPS, FREE OF ROCK OR GRAVEL LARGER THAN 3INCHES IN ANY DIMENSION, DEBRIS, WASTE, VEGETATION, AND OTHER DELETERIOUSMATTER.18.UNSATISFACTORY SOILS: ASTM D2487 SOIL CLASSIFICATION GROUPS GC, SC, ML, MH, CL,CH, OL, OH AND PT, OR A COMBINATION OF THESE GROUPS.19.UNSATISFACTORY SOILS ALSO INCLUDE SATISFACTORY SOILS NOT MAINTAINED WITHIN 2PERCENT OF OPTIMUM MOISTURE CONTENT AT TIME OF COMPACTION.20.BACKFILL AND FILL: SATISFACTORY SOIL MATERIALS.21.BACKFILL SHALL BE PLACED IN LAYERS NOT TO EXCEED TWELVE INCHES IN DEPTH ASMEASURED BEFORE COMPACTION. EACH LAYER SHALL BE COMPACTED TO AT LEAST THEMINIMUM PERCENTAGE OF A MODIFIED PROCTOR (ASTM D1557) SPECIFIED IN THECOMPACTION SCHEDULED IN PARAGRAPH 3.03.22.AREAS ADJACENT TO STRUCTURES AND OTHER CONFINED AREAS INACCESSIBLE TO AVIBRATORY ROLLER SHALL BE COMPACTED WITH A MANUALLY OPERATED VIBRATORYCOMPACTOR.23.IT IS THE INTENTION THAT THE FILL MATERIALS WITH RESPECT TO MOISTURE BE USED INTHE CONDITION THEY ARE EXCAVATED INSOFAR AS THIS IS PRACTICABLE. MATERIAL WHICHIS TOO WET SHALL BE SPREAD ON THE FILL AREA AND PERMITTED TO DRY, ASSISTED BYHARROWING IF NECESSARY, UNTIL THE MOISTURE CONTENT IS REDUCED TO ALLOWABLELIMITS.24.IF ADDED MOISTURE IS REQUIRED, WATER SHALL BE APPLIED BY SPRINKLER TANKS OROTHER SPRINKLER SYSTEMS WHICH WILL INSURE UNIFORM DISTRIBUTION OF THE WATEROVER THE AREA TO BE TREATED AND GIVE COMPLETE AND ACCURATE CONTROL OF THEAMOUNT OF WATER TO BE USED. IF TOO MUCH WATER IS ADDED THE AREA SHALL BEPERMITTED TO DRY BEFORE COMPACTION IS CONTINUED.25.SUPPLY ALL HOSE, PIPING, VALVES, SPRINKLERS, PUMPS, SPRINKLER TANKS, HAULINGEQUIPMENT, AND ALL OTHER MATERIALS AND EQUIPMENT NECESSARY TO PLACE THEWATER ON THE FILL.26.UNSUITABLE AND SURPLUS EXCAVATED MATERIALS BECOME THE PROPERTY OF THECONTRACTOR AND ARE TO BE REMOVED AND DISPOSED OF OFF SITE.27.SUITABLE EXCAVATED MATERIAL MAY BE USED FOR FILL OR BACKFILL IF IT MEETS THESESPECIFICATIONS.28.ALLOW TESTING LABORATORY TO INSPECT AND TEST SUBGRADES AND EACH FILL ORBACKFILL LAYER. PROCEED WITH SUBSEQUENT EARTHWORK ONLY AFTER TEST RESULTSFROM PREVIOUSLY COMPLETED WORK COMPLIES WITH REQUIREMENTS.29.TESTING AGENCY WILL TEST COMPACTION OF SOILS IN PLACE ACCORDING TO ASTM D2922.30.WHEN TESTING AGENCY REPORTS THAT SUBGRADES, FILLS OR BACKFILLS HAVE NOTACHIEVED DEGREE OF COMPACTION SPECIFIED, SCARIFY AND MOISTEN OR AERATE, ORREMOVE AND REPLACE SOIL TO DEPTH REQUIRED; RECOMPACT AND RETEST UNTILSPECIFIED COMPACTION IS OBTAINED.31.PROTECT NEWLY GRADED AREAS FROM TRAFFIC AND EROSION. KEEP FREE OF TRASH ANDDEBRIS.32.REPAIR AND RE-ESTABLISH GRADES TO SPECIFIED TOLERANCES WHERE COMPLETED ORPARTIALLY COMPLETED SURFACES BECOME ERODED, RUTTED, SETTLED, OR WHERE THEYLOSE COMPACTION DUE TO SUBSEQUENT CONSTRUCTION OPERATIONS OR WEATHERCONDITIONS.PAVING:1.DELIVER A REPRESENTATIVE LOAD OF THE ROCK MATERIAL TO THE SITE FOR A TESTINGLABORATORY TO SAMPLE. ALLOW SUFFICIENT TIME FOR TEST LABORATORY TO ANALYZEBEFORE COMMENCING PLACEMENT ON THE ROAD. TESTING LABORATORY WILL DETERMINELAB DENSITY PER AASHTO T180 AND THE LIMEROCK BEARING RATIO.2.REPRESENTATIVE LOAD OF ROCK IS TO REMAIN IN STOCKPILE FORM THROUGHOUT ROCKDELIVERY SO THAT ENGINEER CAN MONITOR QUALITY OF ROCK MATERIAL BEINGDELIVERED.3.ROCK BASE: MINIMUM LIMEROCK BEARING RATIO OF 100. AT LEAST 97 PERCENT OF THEMATERIAL SHALL PASS A 3-1/2 INCH SIEVE AND THE MATERIAL SHALL BE GRADEDUNIFORMLY DOWN TO DUST. ALL CRUSHING OR BREAKING-UP WHICH MIGHT BE NECESSARYIN ORDER TO MEET SUCH SIZE REQUIREMENT SHALL BE DONE BEFORE THE MATERIAL ISPLACED ON THE ROAD. MATERIAL SHALL NOT CONTAIN CHERTY OR OTHER EXTREMELYHARD PIECES, OR LUMPS, BALLS OR POCKETS OF SAND OR CLAY SIZE MATERIAL INSUFFICIENT QUANTITY AS TO BE DETRIMENTAL TO THE PROPER BONDING, FINISHING, ORSTRENGTH OF THE ROCK BASE.4.COMPACT SUBGRADE TO AT LEAST 98 PERCENT OF THE MAXIMUM DENSITY DETERMINED BYASTM D1557 (AASHTO T180).5.VERIFY SUBGRADE IS READY TO RECEIVE BASE MATERIAL.6.SPREAD THE ROCK UNIFORMLY. REMOVE ALL SEGREGATED AREAS OF FINE OR COARSEROCK AND REPLACE THEM WITH PROPERLY GRADED ROCK.7.AFTER SPREADING OF THE BASE IS COMPLETED, THE ENTIRE SURFACE SHALL BE SCARIFIEDAND SHAPED SO AS TO PRODUCE THE EXACT GRADE AND CROSS SECTION AFTERCOMPACTION. FOR DOUBLE COURSE BASE, THIS SCARIFYING SHALL EXTEND TO A DEPTHSUFFICIENT TO PENETRATE SLIGHTLY THE SURFACE OF THE FIRST COURSE.8.WHEN THE SPECIFIED THICKNESS OF THE ROCK BASE IS GREATER THAN 6 INCHES,CONSTRUCT THE BASE IN MULTIPLE COURSES OF EQUAL THICKNESS. INDIVIDUAL COURSESSHALL NOT BE LESS THAN 3 INCHES.9.WHEN THE MATERIAL DOES NOT HAVE THE PROPER MOISTURE CONTENT TO INSURE THEREQUIRED DENSITY, WETTING OR DRYING WILL BE REQUIRED. IF THE MATERIAL ISDEFICIENT IN MOISTURE, WATER WILL BE ADDED AND UNIFORMLY MIXED IN BY DISKING THEBASE COURSE TO ITS FULL DEPTH. IF THE MATERIAL CONTAINS AN EXCESS OF MOISTURE, ITSHALL BE ALLOWED TO DRY BEFORE BEING COMPACTED. WETTING OR DRYINGOPERATIONS SHALL INVOLVE MANIPULATION OF THE ENTIRE WIDTH AND DEPTH OF THEBASE AS A UNIT. AS SOON AS PROPER CONDITIONS OF MOISTURE ARE ATTAINED, THEMATERIAL SHALL BE COMPACTED TO AN AVERAGE DENSITY NOT LESS THAN NINETY-EIGHT(98) PERCENT OF THE MAXIMUM DENSITY DETERMINED BY AASHTO T-180.10.UNLESS OTHERWISE DIRECTED BY THE ENGINEER, THE SURFACE SHALL BE “HARD-PLANED”WITH A BLADE GRADER IMMEDIATELY PRIOR TO THE APPLICATION OF THE PRIME COAT TOREMOVE THE THIN GLAZE OR CEMENTED SURFACE AND TO ALLOW FREE PENETRATION OFTHE PRIME MATERIAL. THE MATERIALS PLANED FROM THE BASE SHALL BE REMOVED FROMTHE BASE AREA.11.IF, AT ANY TIME, THE SUBGRADE MATERIAL BECOMES MIXED WITH THE BASE COURSEMATERIAL, DIG OUT AND REMOVE THE MIXTURE, AND RESHAPE AND COMPACT THESUBGRADE. THEN REPLACE THE MATERIALS REMOVED WITH CLEAN BASE MATERIAL, ANDSHAPE AND COMPACT. PERFORM THIS WORK AT NO ADDITIONAL EXPENSE TO THE OWNER.12.IN THE PRESENCE OF THE ENGINEER, CHECK THE FINISHED SURFACE OF THE BASE COURSEWITH A TEMPLATE CUT TO THE REQUIRED CROWN AND WITH A 15-FOOT STRAIGHTEDGE LAIDPARALLEL TO THE CENTERLINE OF THE ROAD. CORRECT ALL IRREGULARITIES GREATERTHAN ¼ INCH TO THE SATISFACTION OF THE ENGINEER BY SCARIFYING AND REMOVING ORADDING ROCK AS REQUIRED, AND RECOMPACT THE ENTIRE AREA.13.IF CRACKS OR CHECKS APPEAR IN THE BASE, EITHER BEFORE OR AFTER PRIMING, WHICH INTHE OPINION OF THE ENGINEER WOULD IMPAIR THE STRUCTURAL EFFICIENCY OF THE BASECOURSE, THE CONTRACTOR SHALL REMOVE SUCH CRACKS OR CHECKS BY RESCARIFYING,RESHAPING, ADDING BASE MATERIAL WHERE NECESSARY AND RECOMPACTING.14.ASPHALT MIX DESIGN FOR EACH ASPHALT TYPE SPECIFIED ON THE DRAWINGS. MIX DESIGNSHALL INCLUDE THE INFORMATION SPECIFIED IN PARAGRAPH 334-3 OF THE FDOTSPECIFICATIONS.15.PRIMER: PROVIDE CUTBACK ASPHALT, RC-70 OR RC-250 COMPLYING WITH FDOTSPECIFICATION 916-3.16.ASPHALT CONCRETE: ASPHALTIC CONCRETE SURFACE COURSE SHALL BE COMPOSED OF AMIXTURE OF AGGREGATE, MINERAL FILLER, IF NEEDED, AND ASPHALT CEMENT. THE CONSTITUENTSOF THE MIXTURE SHALL BE COMBINED IN SUCH PROPORTIONS AS TO PRODUCE A MIXTURE HAVINGA STABILITY WITHIN THE LIMITS IN THE FDOT "STANDARD SPECIFICATIONS". THE JOB MIX FORMULA,SIZE AND PERCENT OF AGGREGATES SHALL BE AS SPECIFIED IN THE FDOT "STANDARDSPECIFICATIONS". THE THICKNESS OF THE SURFACE COURSE SHALL BE AS SHOWN ON THEDETAILED DRAWINGS.17.SPREAD THE ASPHALT MIXTURE ONLY WHEN THE SURFACE UPON WHICH IT IS TO BE LAIDHAS BEEN PREVIOUSLY PREPARED, IS INTACT, FIRM, AND PROPERLY CURED, AND IS DRY.18.VERIFY GRADIENTS AND ELEVATIONS OF BASE ARE CORRECT.19.DO NOT BEGIN PAVING INSTALLATION WITHOUT ENGINEER ACCEPTANCE OF THESUBSTRATE.20.SPREAD THE ASPHALT MIXTURE ONLY WHEN THE AIR TEMPERATURE IN THE SHADE ANDAWAY FROM THE ARTIFICIAL HEAT IS AT LEAST 40°F FOR LAYERS GREATER THAN 1-INCH INTHICKNESS AND AT LEAST 45°F FOR LAYERS 1-INCH OR LESS IN THICKNESS.21.CLEAN THE SURFACE OF THE BASE OR PAVEMENT TO BE COVERED OF ALL LOOSE ANDDELETERIOUS MATERIAL BY THE USE OF POWER BROOMS OR BLOWERS, SUPPLEMENTEDBY HAND BROOMING WHERE NECESSARY.22.WHERE AN ASPHALT MIX IS TO BE PLACED ON AN EXISTING PAVEMENT OR OLD BASE WHICHIS IRREGULAR, FILL ALL DEPRESSIONS IN THE EXISTING SURFACE MORE THAN 1 INCH DEEPBY SPOT PATCHING WITH A LEVELING COURSE MIXTURE, AND THEN COMPACT THEMTHOROUGHLY. FILL CRACKS LARGER THAN ¼ INCH IN WIDTH WITH A SLURRY MIXTURE OFSAND AND EMULSION.23.PRIMER:A.APPLY PRIMER OVER SUBSTRATE AT A UNIFORM RATE OF NOT LESS THAN 0.15GALLON/SQUARE YARD FOR SHELLROCK BASES AND NOT LESS THAN 0.10GALLON/SQUARE YARD FOR LIMEROCK BASES.B.APPLY TO CONTACT SURFACES OF CURBS, GUTTERS, AND OTHER CEMENT SURFACES.C.USE CLEAN SAND TO BLOT EXCESS PRIMER.24.MAINTAIN THE TEMPERATURE OF THE MIX AT THE TIME OF SPREADING WITHIN ±25°F OF THEESTABLISHED MIX TEMPERATURE. ENGINEER WILL TAKE MIX TEMPERATURES AT ANAVERAGE FREQUENCY OF ONE PER FIVE TRUCKS. IF THE TEMPERATURE FAILS TO FALLWITHIN THE SPECIFIED TOLERANCE RANGE, TAKE CORRECTIVE ACTION.25.IMMEDIATELY CEASE TRANSPORTATION OF ASPHALT MIXTURES FROM THE PLANT WHENRAIN BEGINS AT THE ROADWAY. DO NOT PLACE ASPHALT MIXTURES WHILE RAIN IS FALLING,OR WHEN THERE IS WATER ON THE SURFACE TO BE COVERED.26.BEFORE STARTING ANY ROLLING, CHECK THE SURFACE; CORRECT ANY IRREGULARITIES;REMOVE ALL DRIPPINGS, FAT SANDY ACCUMULATIONS FROM THE SCREED, AND FAT SPOTSFROM ANY SOURCE AND REPLACE THEM WITH SATISFACTORY MATERIAL. WHENCORRECTING A DEPRESSION WHILE THE MIXTURE IS HOT, SCARIFY THE SURFACE AND ADDFRESH MIXTURE.27.COMPACT MIXTURE IN ACCORDANCE WITH PARAGRAPH 330-10 OF THE FDOTSPECIFICATIONS.28.OBTAIN A SMOOTH SURFACE ON ALL PAVEMENT COURSES PLACED AND THENSTRAIGHTEDGE ALL INTERMEDIATE AND FINAL COURSES WITH A 15-FOOT ROLLINGSTRAIGHTEDGE. FURNISH A 15-FOOT STRAIGHTEDGE AND MAKE IT AVAILABLE AT THE JOBSITE AT ALL TIMES DURING THE PAVING OPERATION FOR CHECKING JOINTS AND SURFACEIRREGULARITIES.29.PRODUCE A FINISHED SURFACE OF UNIFORM TEXTURE AND COMPACTION WITH NO PULLED,TORN, OR LOOSENED PORTIONS AND FREE OF SEGREGATION, AND STREAKS, SAND SPOTS,OR RIPPLES.30.UPON COMPLETION OF FINAL SURFACE COURSE ENGINEER WILL TEST FINISHED SURFACEWITH A 15- FOOT ROLLING STRAIGHTEDGE. CORRECT ALL DEFICIENCIES IN EXCESS OF3/16-INCH IN ACCORDANCE WITH PARAGRAPH 330-12 OF THE FDOT SPECIFICATIONS.31.ENGINEER MAY DETERMINE PAVEMENT THICKNESS FROM THE DEPTH OF CORE BORINGS.THE MAXIMUM ALLOWABLE DEFICIENCY IN THICKNESS FOR PAVEMENT OF A SPECIFIEDTHICKNESS OF 2½ INCHES OR MORE IS ½ INCH. FOR PAVEMENT OF A SPECIFIED THICKNESSOF LESS THAN 2½ INCHES IS ¼ INCH.32.IMMEDIATELY AFTER PLACEMENT, PROTECT PAVEMENT FROM MECHANICAL INJURY FOR ASLONG AS REQUIRED UNTIL ACCEPTED BY ENGINEER.1. PROVISIONS FOR CONTROL OF POLLUTION:A.SUFFICIENT PRECAUTIONS SHALL BE TAKEN DURING CONSTRUCTION TO PREVENT THE RUN-OFF OF POLLUTINGSUBSTANCES SUCH AS SILT, CLAY, FUELS, OILS, BITUMEN'S OR OTHER POLLUTING MATERIALS HARMFUL TOHUMANS, FISH, OR OTHER LIFE, INTO THE SUPPLIES AND SURFACE WATERS OF THE STATE OF FLORIDA. CONTROLMEASURES MUST BE ADEQUATE TO ASSURE THAT TURBIDITY IN THE RECEIVING WATER WILL NOT BE INCREASEDMORE THAN 29 NEPHELOMETRIC TURBIDITY UNITS (NTU) ABOVE BACKGROUND UNLESS OTHERWISE PERMITTED.SPECIAL PRECAUTIONS SHALL BE TAKEN IN THE USE OF CONSTRUCTION EQUIPMENT TO PREVENT OPERATIONSWHICH PROMOTE EROSION. EROSION EVIDENT WITHIN THE LIMITS OF CONSTRUCTION OR OTHER AREASAFFECTED BY THE CONTRACTOR SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.B.FILL OUT A NOTICE OF INTENT FORM (FDEP FORM 62-621.300(4)(B) AND SUBMIT IT TO THE FLORIDA DEPARTMENTOF ENVIRONMENTAL PROTECTION.C.EXCAVATION OF WATER MANAGEMENT FACILITIES SHOULD OCCUR IMMEDIATELY AFTER CLEARING ANDGRUBBING TO SERVE AS A SEDIMENT TRAP OR CATCHMENT FOR STORMWATER RUNOFF FROM EXPOSED SOILS.D.CONSTRUCT PERIMETER BERM OR GRADE SITE TO PREVENT OFF-SITE DISCHARGE OF STORMWATER RUNOFF.E.PLACE SILT FENCES OR HAY BALES TO CONTAIN EROSION IN AREAS PRONE TO STORMWATER RUNOFF EROSIVEVELOCITIES.F.PROTECT EACH INLET THAT MAY RECEIVE RUNOFF FROM THE CONSTRUCTION SITE WITH SILT FENCE/FILTERFABRIC STAKED IN PLACE.G.INSTALL TURBIDITY SCREENS WITHIN THE RECEIVING BODY BEFORE COMMENCEMENT OF BANK IMPROVEMENTSAND OUTFALL INSTALLATIONS.H.TAKE ALL REASONABLE PRECAUTIONS TO CONTROL DUST AND UNCONFINED PARTICULATE MATTER. THEAPPLICATION OF WATER IS AN ACCEPTABLE DUST SUPPRESSANT ON ROADWAYS, STOCKPILES, AND ANY OTHERAREAS WITHIN THE PROJECT BOUNDARIES. DUST SUPPRESSANT WATER SHALL BE APPLIED IN SUCH A MANNERSO AS NOT TO PRODUCE EXCESS RUNOFF AND EROSION.I.TURBIDITY IN RECEIVING WATER SHALL NOT BE INCREASED MORE THAN 29 NEPHELOMETRIC TURBIDITY UNITS(NTU) ABOVE BACKGROUND.J.TAKE PRECAUTIONS IN THE USE OF CONSTRUCTION EQUIPMENT TO PREVENT OPERATIONS WHICH PROMOTEEROSION.2.OTHER CONTROLS AND MATERIAL MANAGEMENT PRACTICES:A.FERTILIZERS - APPLY FERTILIZERS ONLY IN THE MINIMUM AMOUNT RECOMMENDED BY THE MANUFACTURER. IFSTORED ONSITE, PROVIDE COVERED STORAGE. TRANSFER THE CONTENTS OF ANY PARTIALLY USED BAGS OFFERTILIZER TO A SEALABLE CONTAINER TO AVOID SPILLS.B.HAZARDOUS WASTE - DISPOSE OF IN A MANNER SPECIFIED BY LOCAL OR STATE REGULATIONS.C.NOISE - MINIMIZE NOISE CAUSED BY THE OPERATION OF EQUIPMENT. ABIDE BY ALL LOCAL REGULATIONSCOVERING NOISE CONTROL.D.ODORS - DO NOT CAUSE OBJECTIONABLE ODORS TO BE GENERATED.E.OFFSITE VEHICLE TRACKING - PROVIDE A ROCK CONSTRUCTION ENTRANCE TO REDUCE VEHICLE TRACKING OFSEDIMENTS. DUMP TRUCKS HAULING MATERIAL FROM THE CONSTRUCTION SITE SHALL BE COVERED WITH ATARPAULIN.F.OPEN BURNING - NO OPEN FIRES OR BURNING OF MATERIALS OTHER THAN VEGETATIVE LAND CLEARING DEBRIS.OBTAIN PRIOR APPROVAL TO BURN FROM THE LOCAL AUTHORITY AND APPLICABLE FIRE MARSHALL.G.PAINTS - ALL CONTAINERS SHALL BE TIGHTLY SEALED AND STORED WHEN NOT REQUIRED FOR USE. EXCESSPAINT SHALL NOT BE DISCHARGED TO THE STORM SEWER SYSTEM, BUT WILL BE PROPERLY DISPOSED OFACCORDING TO THE PAINT MANUFACTURER'S INSTRUCTIONS AND STATE OR LOCAL REGULATIONS.H.PESTICIDES AND HERBICIDES - ANY PESTICIDE AND HERBICIDE USAGE WILL BE BY STATE LICENSEDAPPLICATORS.I.PETROLEUM PRODUCTS - MONITOR ONSITE VEHICLES AND TANKS FOR LEAKS. THEY SHALL RECEIVE REGULARPREVENTIVE MAINTENANCE TO REDUCE THE CHANCE OF LEAKAGE. STORE PETROLEUM PRODUCTS IN TIGHTLYSEALED CONTAINERS, WHICH ARE CLEARLY LABELED. USE ASPHALT SUBSTANCES ACCORDING TO THEMANUFACTURER'S RECOMMENDATIONS. PROVIDE SECONDARY CONTAINMENT FOR ALL ABOVE GROUND FUELTANKS.J.SANITARY WASTE - COLLECT ALL SANITARY WASTE FROM THE PORTABLE UNITS AT LEAST TWICE PER WEEK.K.WASTE MATERIALS - COLLECT AND STORE ALL WASTE MATERIALS IN A SECURELY COVERED METAL DUMPSTERPROVIDED BY A LICENSED SOLID WASTE MANAGEMENT COMPANY. DEPOSIT ALL TRASH AND CONSTRUCTIONDEBRIS FROM THE SITE IN THE DUMPSTER. THE DUMPSTER IS TO BE EMPTIED AS NEEDED SO THERE IS NOOVERFLOW. HAUL TRASH TO A STATE APPROVED LANDFILL FACILITY.3. MAINTENANCE / INSPECTION PROCEDURES:A.INSPECT ALL CONTROL MEASURES AT LEAST ONCE PER WEEK AND FOLLOWING ANY STORM EVENT OF 0.5 INCHESOR GREATER.B.MAINTAIN ALL MEASURES IN GOOD WORKING ORDER. IF A REPAIR IS NECESSARY, IT MUST BE INITIATED WITHIN 24HOURS OF THE ONSITE INSPECTION REPORT.C.REMOVE BUILT UP SEDIMENT FROM SILT FENCE WHEN IT HAS REACHED ONE-THIRD THE HEIGHT OF THE FENCE.D.INSPECT SILT FENCE FOR DEPTH OF SEDIMENT, TEARS, TO SEE IF THE FABRIC IS SECURELY ATTACHED TO THEFENCE POSTS, AND TO SEE THAT THE FENCE POSTS ARE FIRMLY IN THE GROUND.E.PREPARE A MAINTENANCE INSPECTION REPORT AFTER EACH INSPECTION. A COPY OF THE REPORT FORM TO BECOMPLETED BY THE INSPECTOR IS FOUND AT THE END OF THIS SECTION.F.THE CONTRACTOR SHALL DESIGNATE A QUALIFIED PERSON TO BE RESPONSIBLE FOR INSPECTIONS,MAINTENANCE AND REPAIR ACTIVITIES, AND COMPLETING THE INSPECTION AND MAINTENANCE REPORTS.G.NON-STORMWATER DISCHARGES ARE PERMISSIBLE PROVIDED THAT DISCHARGE DOES NOT CAUSE EROSION ORCREATE TURBIDITY WITHIN THE RECEIVING BODY AND ARE IN COMPLIANCE WITH REGULATORY REQUIREMENTS.THESE DISCHARGES MAY INCLUDE WATER LINE FLUSHING, FIRE FIGHTING ACTIVITIES, FIRE HYDRANT FLUSHING,DUST CONTROL, IRRIGATION DRAINAGE, AIR CONDITIONING CONDENSATION, AND WATER USED TO SPRAY OFFLOOSE SOLIDS FROM VEHICLES.DRAINAGE:1.PIPE SHALL BE PROTECTED DURING STORAGE AND HANDLING AGAINST IMPACT SHOCKS AND FREEFALL. PIPE SHALL BE KEPT CLEAN AT ALL TIMES.2.LAY PIPE TO SLOPE GRADIENTS NOTED ON THE DRAWINGS WITH A MAXIMUM VARIATION FROMTRUE SLOPE OF 1/8 INCH IN 10 FEET.3.ALL PIPE SHALL BE CAREFULLY INSTALLED STARTING AT THE LOWEST END, WITH HUBS UPGRADEAND TONGUE END FULLY ENTERED INTO THE HUB.4.ANY PIPE THAT IS NOT IN TRUE ALIGNMENT OR WHICH SHOWS ANY SETTLEMENT AFTERINSTALLATION SHALL BE TAKEN UP AND RE_INSTALLED AT NO ADDITIONAL COST TO OWNER.5.PLACE PLUGS IN ENDS OF UNCOMPLETED PIPE AT END OF DAY OR WHENEVER WORK STOPS.6.RUBBER GASKETS FOR CONCRETE PIPE JOINTS SHALL MEET THE REQUIREMENTS OF THE 2007EDITION OF FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, SECTION942. THE GASKET AND THE SURFACE OF THE PIPE JOINT, INCLUDING THE GASKET RECESS, SHALLBE CLEAN AND FREE FROM GRIT, DIRT, AND OTHER FOREIGN MATTER AT THE TIME THE JOINTS AREMADE.7.PIPE SHALL BE SET FIRMLY, ACCORDING TO THE LINES AND GRADE; AND PREPARATORY TOMAKING JOINTS, ALL SURFACES OF THE PORTION OF THE PIPE TO BE JOINTED SHALL BETHOROUGHLY CLEANED. THE PIPE SHALL BE LAID WITH THE GROOVE UPSTREAM. A SHALLOWEXCAVATION SHALL BE MADE UNDERNEATH THE PIPE AT THE JOINT.8.IMMEDIATELY PRIOR TO INSTALLATION OF CONCRETE PIPE, THE ENTIRE INTERIOR OF THE GROOVEOF THE PIPE ALREADY INSTALLED, AND THE RUBBER GASKET OF THE PIPE TO BE INSTALLED SHALLBE COATED WITH AN APPROVED VEGETABLE SOAP LUBRICANT. THE GROOVE AND SPIGOT ENDSSHALL BE CLEANED PRIOR TO APPLICATION OF THE LUBRICANT. THE PIPE SHALL THEN BEALIGNED WITH THE PREVIOUSLY INSTALLED PIPE AND THE JOINT PULLED TOGETHER. THE JOINTSHALL BE PULLED BY THE USE OF INTERIOR OR EXTERIOR PULL JACKS OR WINCHES, ANCHOREDBY SUITABLE MEANS. THE CHOICE OF METHOD AND TYPE OF EQUIPMENT WILL DEPEND ON TRENCHCONDITIONS, TYPE AND SIZE OF PIPE, AND ITS ABILITY TO PROPERLY SEAT THE GASKET. IF, WHILEMAKING THE JOINT, THE GASKET BECOMES LOOSE AND CAN BE SEEN THROUGH THE EXTERIORJOINT RECESS WHEN THE JOINT IS PULLED UP TO WITHIN ONE INCH (1") OF CLOSURE, THE PIPESHALL BE REMOVED AND THE JOINT REMADE9.REPAIR CONCRETE PIPE LIFT HOLES BY USE OF A HAND-PLACED STIFF, NON-SHRINK, 1 TO 1MORTAR OF CEMENT AND FINE SAND, AFTER WASHING OUT THE HOLE WITH WATER. COMPLETELYFILL THE VOID CREATED BY THE LIFT HOLE WITH MORTAR. COVER THE REPAIRED AREA WITH A 24INCH BY 24 INCH PIECE OF FILTER FABRIC SECURED TO THE PIPE. USE A CLASS D FILTER FABRICMEETING THE REQUIREMENTS SHOWN IN INDEX 199 OF THE FLORIDA DEPARTMENT OFTRANSPORTATION'S ROADWAY AND TRAFFIC DESIGN STANDARDS. SECURE THE FILTER FABRIC TOTHE PIPE USING A METHOD THAT HOLDS THE FABRIC IN PLACE UNTIL THE BACKFILL IS PLACED ANDCOMPACTED. USE A GROUT MIXTURE, MASTIC, OR STRAPPING DEVICE TO SECURE THE FABRIC TOTHE PIPE.10.WHEN SHOWN ON THE DRAWINGS, SEAL THE ENDS OF THE PIPE WITH A MASONRY PLUG A MINIMUMOF 8 INCHES IN THICKNESS.11.INSTALL FILTER FABRIC JACKET AROUND THE FIRST JOINT OF ALL PIPE ENTERING OR LEAVING ADRAINAGE STRUCTURE AND AT ALL CONCRETE PIPE JOINTS. USE A FILTER FABRIC JACKETCONSISTING OF A PIECE OF WOVEN OR NON-WOVEN FILTER FABRIC WHICH PROVIDES ANAPPARENT OPENING SIZE OF A NO. 70 TO NO. 100 SIEVE, 24 INCHES IN WIDTH AND A LENGTHSUFFICIENT TO PROVIDE A MINIMUM OVERLAP OF 24 INCHES. SECURE THE FILTER FABRIC JACKETAGAINST THE OUTSIDE OF THE CONCRETE PIPE BY STEEL OR PLASTIC STRAPPING.12.CORRUGATED POLYETHYLENE PIPEA.AASHTO M294, TYPE S SMOOTH WALL INTERIOR. CORRUGATIONS MAY ONLY BE ANNULAR. BELLAND SPIGOT JOINTS WITH A GASKET MEETING ASTM F477. WHEN PERFORATED PIPE IS SPECIFIEDON THE DRAWINGS, THE PERFORATIONS SHALL CONFORM TO THE REQUIREMENTS OF CLASS 1.13. TRENCHES ARE TO BE DRY WHILE THE PIPE IS BEING LAID. VILLAGE OF NORTH PALM BEACH PUBLIC WORKS DEPARTMENT TO: Honorable Mayor and Council THRU: Chuck Huff, Village Manager FROM: Keith Davis, Fleet Manager DATE October 9, 2025 SUBJECT: RESOLUTION – Police Vehicle Purchase Village Staff is seeking Council consideration and adoption of the attached Resolution approving the purchase of seven (7) Police Department patrol and detective vehicles. A few years ago, Ford discontinued production of the Police Interceptor, leading the Village to transition to the Chevrolet Tahoe. The Tahoe has proven to be a better fit for police operations, offering improved durability and performance, as well as easier access to the equipment officers rely on in the performance of their duties. During the Fiscal Year (FY) 2026 budget process, the Police Department identified the need for replacement vehicles. This purchase also includes replacement of a vehicle that was recently totaled, for which the Village will receive $11,056.83 in insurance reimbursement. Due to limited supply of marked patrol vehicles, Staff is requesting that five (5) Chevrolet Tahoe patrol units be procured without utilizing a piggyback contract. Vendors holding contracts through the Florida Sheriffs Association (FSA) do not have patrol units available for purchase, and all 2026 allocations are already committed to other agencies. Staff was able to locate five (5) 2025 Chevrolet Tahoe patrol units that are currently on the ground and immediately available at Brannen Motor Company. This availability ensures timely delivery and allows the Police Department to avoid extended delays in replacing critical patrol units. These vehicles will require painting to meet the Village’s fleet color standard. Two (2) detective vehicles are being purchased through pricing established in a Florida Sheriff’s Association Contract (FSA24-VEL32.0 – Pursuit, Administrative, and Other Vehicles): one Chevrolet Tahoe LS from Garber Chevrolet and one Toyota Sequoia Hybrid from Seminole Toyota. All vehicles will be outfitted by Dana Safety Supply under the City of Miami contract to ensure consistency with existing Village fleet standards. Vehicle Purchase Details: Vehicle Type Vendor Model/Year Qty Unit Cost Paint Cost Outfitting Cost Total Cost Patrol Unit Brannen Motor Co. 2025 Chevrolet Tahoe PPV – V8 5 $53,350.00 $4,822.45 $18,255.00 $382,137.25 Detective Unit Garber Chevrolet 2026 Chevrolet Tahoe LS – V8 1 $58,822.00 $0 $5,394.00 $64,216.00 Detective Unit Seminole Toyota 2026 Toyota Sequoia Hybrid – V6 1 $59,877.00 $0 $5,484.00 $65,361.00 TOTAL COST: $511,714.25  Vehicle Purchases: $385,449.00  Paint: $24,112.25  Outfitting: $102,153.00 Funding: Funds for this project are available in the Village’s Special Projects Fund. Policy Consideration: The 2025 Chevrolet Tahoe patrol vehicles from Brannen Motor Company are not available through existing FSA contracts. Staff is therefore requesting a waiver of the Village’s purchasing policies and procedures limited solely to the purchase of these five (5) patrol vehicles. Account Information: Fund Department Account Number Account Description Amount Special Projects Fund Special Projects Fund Expense Q5541-66410 Automotive $511,714.25 The attached Resolution has been prepared and/or reviewed by the Village Attorney for legal sufficiency. Recommendation: Village Staff recommends Council consideration and approval of the attached Resolution authorizing the purchase of seven (7) vehicles for the Village Police Department (five (5) 2025 Chevrolet Tahoe patrol vehicles from Brannen Motor Company and waiving the Village’s purchasing policies and procedures and one (1) 2026 Chevrolet Tahoe detective vehicle from Garber Chevrolet and one (1) 2026 Toyota Sequoia detective vehicle from Seminole Toyota both pursuant to pricing established in an existing Florida Sheriff’s Association Contract (FSA24-VEL32.0)), with outfitting for the vehicles supplied by Dana Safety Supply pursuant to pricing established in an existing City of Miami Contract (Bid No. 1301386), at a total cost of $511,714.25, with funds expended from Special Projects Account No. Q5541-66410 (Fund Expense – Automotive) in accordance with Village policies and procedures. Page 1 of 2 RESOLUTION 2025- A RESOLUTION OF THE VILLAGE COUNCIL OF THE VILLAGE OF NORT H PALM BEACH, FLORIDA APPROVING THE PURCHASE OF SEVEN VEHICLES FOR THE VILLAGE POLICE DEPARTMENT; AUTHORIZING THE PURCHASE OF FIVE 2025 CHEVROLET TAHOE PATROL VEHICLES FROM BRANNEN MOTOR COMPANY AND WAIVING THE VILLAGE’S PURCHASING POLICIES AND PROCEDURES; AUTHORIZING THE PURCHASE OF ONE 2026 CHEVROLET TAHOE DETECTIVE VEHICLE FROM GARBER CHEVROLET AND ONE 2026 TOYOTA SEQUOIA DETECTIVE VEHICLE FROM SEMINOLE TOYOTA PURSUANT TO PRICING ESTABLISHED IN AN EXISTING FLORIDA SHERIFF’S ASSOCIATION CONTRACT; AUTHORIZING THE OUTFITTING OF THE VEHICLES BY DANA SAFETY SUPPLY PURSUANT TO PRICING ESTABLISHED IN AN EXISTING CITY OF MIAM I CONTRACT; AND PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, Village Staff recommended the purchase of seven vehicles for the Village’s Police Department (five 2025 Chevrolet Tahoe patrol vehicles from Brennan Motor Company, one 2026 Chevrolet Tahoe from Garber Chevrolet, and one 2026 Toyota Sequoia from Seminole Toyota); and WHEREAS, Village Staff recommended that all seven vehicles be equipped to the Village’s specifications by Dana Safety Supply, Inc. pursuant to pricing established in an existing City of Miami Contract (Bid No. 1301386 – Purchase and Installation of Municipal Vehicle Equipment, Citywide); and WHEREAS, the Village Council determines that the adoption of this Resolution authorizing the purchase of the vehicles is in the best interests of the Village and its residents. NOW, THEREFORE, BE IT RESOLVED BY THE VILLAGE COUNCIL OF THE VILLAGE OF NORTH PALM BEACH, FLORIDA as follows: Section 1. The foregoing recitals are ratified as true and incorporated herein. Section 2. The Village Council hereby approves the purchase of five (5) 2025 Chevrolet Tahoe patrol vehicles from Brannen Motor Company and waives the Village’s purchasing policies and procedures. The Village Council also approves the purchase of one 2026 Chevrolet Tahoe detective vehicle from Garber Chevrolet and one 2025 Toyota Sequoia detective vehicle from Seminole Toyota pursuant to pricing established in Florida Sheriff’s Association Contract FSA24-VEL32.0 (Pursuit, Administrative, and Other Vehicles) and the outfitting of all seven vehicles by Dana Safety Supply pursuant to pricing established in an existing City of Miami Contract (Bid No. 1301386). The total cost of the purchase shall not exceed $511,714.25, with funds expended from Special Projects Fund Account No. Q5541-66410 (Fund Expense – Automotive). Section 3. This Resolution shall take effect immediately upon its adoption. PASSED AND ADOPTED THIS ____DAY OF ____________, 2025. (Village Seal) MAYOR Page 2 of 2 ATTEST: VILLAGE CLERK 1080 2nd Street PO Box 746 Unadilla, GA 31091 P: (478) 627-3221 F: (478) 627-9550 www.brannenmotorcompany.com SOLD TO: VILLAGE OF NORTH PALM BEACH 501 US HWY 1 NORTH PALM BEACH, FL 33408 DATE: 09/19/2025 INVOICE / QUOTE # QTY. DESC. YEAR MAKE/ MODEL NEW OR USED VIN PRICE PER UNIT SALES: GOV/FLEET 5 WHITE 2025 CHEVY TAHOE PPV 2WD NEW 1. C3647 2. C3719 3. C3752 4. C3734 5. C3728 $53,000.00 RIVERA DEPARTMENT: VILLAGE OF NORTH PALM BEACH, FL PRICE OF CAR FREIGHT AND HANDLING OPTIONAL EQUIP. ACCESS. LICENSE AND TITLE TOTAL PLEASE FEEL FREE TO CALL OR EMAIL WITH ANY QUESTIONS OR CONCERNS- DELIVERY $ 350.00 EACH CONTACT- DAVIS KEITH (561)602-9954 VEHICLE(S)-1- CHEVY TAHOE PPV, WHITE IN COLOR, NEW NEVER TITLED. BRANNEN REP- JESSICA RIVERA (229)947-7188 jessica@brannenmotors.com NO ADDED FEES GPC APPLIED PER UNIT $--- NO TAX (GOV) $266,750.00 JESSICA RIVERA GOV/ FLEET BRANNEN MOTORS 229-947-7188 Specification #218 Unit Description CC10706 Prepared for:Prepared by: 9/15/2025 Garber Chevrolet Village of North Palm Beach Dan Drake Attn: Keith Davis (904) 264-2442 ext.2332 FAX: (904) 284-0054 kdavis@village-npb.org 3340 Hwy 17 Green Cove Springs, FL 32043 561-691-3445 ddrake@garberautomall.com Base Price CC10706 2025 Chevrolet Tahoe 2WD 4dr LS $55,822.00 Unit Price OEM Discount Net Price Codes Optional Equipment 2.00% CC10706 2026 Model Year Chevrolet Tahoe 2WD 4dr LS Price increase 2,674.00 $2,674.00 1LS LS Preferred Equipment Group includes standard equipment Included $0.00 L84 Engine, 5.3L EcoTec3 V8 with Dynamic Fuel Management,Included $0.00 MHS Transmission, 10-speed automatic Included $0.00 GBA Exterior Color : Black Included $0.00 A50 Seats, front bucket (STD)Included $0.00 H0U Jet Black, Premium cloth seat trim Included $0.00 VK3 License plate front mounting package Included $0.00 NON OEM OPTIONS: TINT Dealer Tint Windows Legal Includes Windshield Strip 320.00 $320.00 TTAG Temporary Tag 6.00 $6.00 DEL Delivery Included $0.00 TOTAL PURCHASE AMOUNT PER VEHICLE 58,822.00$ Village of North Palm Beach Prices are published by the Florida Sheriffs Association (www.flsheriffs.org) Purchasing contract number is FSA24-VEL32.0 Pursuit Administrative & Other Vehicles, expiring September 30th, 2025. If you have any questions regarding this quote please call! 9/15/202510:58 AM Village of North Palm Beach 2026 Chevrolet Tahoe CC10706 2wd 4dr Quote 9 15 25.xlsx 800-847-8762Telephone: DANA SAFETY SUPPLY, INC 4809 KOGER BLVD GREENSBORO, NC 27407 NORTH PALM BEACH PUBLIC WORKS DEPT. 645 PROSPERITY FARMS RD. NORTH PALM BEACH, FL 33408 NORTH PALM BEACH POLICE DEPT C/O DANA SAFETY SUPPLY 7001 NW 36TH AVE. MIAMI, FL 33147 Sales Quote 596129-A NPBPDCustomer No. Sales Quote No. Ship ToBill To Contact: Telephone: Telephone: Contact: 561-602-9954 KEITH DAVIS 305-639-6055 WAREHOUSE MANAGER Payment MethodCustomer PO NumberF.O.B.Ship Via NET30UPS GROUND FREIGHT FREIGHT ON BOARD Entered By Resale NumberOrdered BySalesperson Keith DavisEDWIN SALGADO-MiamiEdwin Salgado Order Quantity Extended Price Unit PriceItem Number / DescriptionTaxApprove Quantity 2025 SEQUOIA ADMIN 85-8012646341C-6 Quote Date 10/01/25 E-mail: E-mail: kdavis@village-npb.org 11 N 0.000.0000INFOa7AH0JT91X VEHICLE INFORMATION Warehouse: MIAM 2025 TOYOTA SEQUOIA HYBRID, ADMIN UNIT VIN# 11 Y 360.00360.0000ETSA461HPPa7AH0HXU4W SOI, 400 SERIES HH REMOTE SIREN, 100WATT Warehouse: MIAM 11 Y 155.00155.0000ETSS100Ja7AH0HXUXZ SOI 100J SERIES COMPOSITE SPEAKER Warehouse: MIAM 100J series composite speaker w/ universal bail brkt-100 watt 44 Y 448.00112.0000EMPS2STS5RBWa7AH0HXUYF SOI, MPWR FASCIA, 4", STM, BLK HSG, RED/BLU/WHT Warehouse: MIAM (4) FRONT WINDSHIELD 44 Y 448.00112.0000EMPS2001P-6a7AH0HXVHY SOI, MPWR FASCIA, 4", STM, BLK HSG, RED/BLU/AMB Warehouse: MIAM (4) REAR WINDOW 22 Y 34.0017.0000PMP2WSDDBa7AH0HXVXL SOI 4" MPOWER DUAL WINDOW SHROUD-BLACK Warehouse: MIAM (2) FRONT WINDSHIELD 10/01/25 09:15:32 AM 1Page No. Print Time Print Date Printed By: Edwin Salgado Continued on Next Page a7AH0HXVXL 800-847-8762Telephone: DANA SAFETY SUPPLY, INC 4809 KOGER BLVD GREENSBORO, NC 27407 NORTH PALM BEACH PUBLIC WORKS DEPT. 645 PROSPERITY FARMS RD. NORTH PALM BEACH, FL 33408 NORTH PALM BEACH POLICE DEPT C/O DANA SAFETY SUPPLY 7001 NW 36TH AVE. MIAMI, FL 33147 Sales Quote 596129-A NPBPDCustomer No. Sales Quote No. Ship ToBill To Contact: Telephone: Telephone: Contact: 561-602-9954 KEITH DAVIS 305-639-6055 WAREHOUSE MANAGER Payment MethodCustomer PO NumberF.O.B.Ship Via NET30UPS GROUND FREIGHT FREIGHT ON BOARD Entered By Resale NumberOrdered BySalesperson Keith DavisEDWIN SALGADO-MiamiEdwin Salgado Order Quantity Extended Price Unit PriceItem Number / DescriptionTaxApprove Quantity 2025 SEQUOIA ADMIN 85-8012646341C-6 Quote Date 10/01/25 E-mail: E-mail: kdavis@village-npb.org 22 Y 14.007.0000PMP2BKDGAJa7AH0HXVXM SOI 4" mPOWER 90 DEGREE MOUNTING BRACKET, BLACK Warehouse: MIAM (2) UPPER REAR WINDOW 22 Y 38.0019.0000PMP2BK012a7AH0HXWD7 SOI MPOWER SIDE-MOUNT WINDOW BRACKET KIT Warehouse: MIAM (2) LOWER REAR WINDOW 66 Y 1,020.00170.0000EMPSA05C3-8a7AH0HXWR3 SOI, MPWR FASCIA, 4X2, STM, BLK HSG, RED/BLU/WHT Warehouse: MIAM (2) GRILL LIGHTS (1) each REAR SIDE DOORS (1) each REAR CARGO WINDOWS 22 Y 24.0012.0000PMPSADGSBa7AH0HXX4J SOI 90° Metal Bracket for mpower Fascia 4x2 Lights Warehouse: MIAM (2) GRILL LIGHT BRACKETS 44 Y 88.0022.0000PMPSABKDGAJa7AH0HXXKM SOI Adjustable mounting bracket for 4x2 MPower Warehouse: MIAM (1) each REAR SIDE DOOR BRACKETS (1) each REAR CARGO WINDOW BRACKETS 10/01/25 09:15:32 AM 2Page No. Print Time Print Date Printed By: Edwin Salgado Continued on Next Page a7AH0HXXKM 800-847-8762Telephone: DANA SAFETY SUPPLY, INC 4809 KOGER BLVD GREENSBORO, NC 27407 NORTH PALM BEACH PUBLIC WORKS DEPT. 645 PROSPERITY FARMS RD. NORTH PALM BEACH, FL 33408 NORTH PALM BEACH POLICE DEPT C/O DANA SAFETY SUPPLY 7001 NW 36TH AVE. MIAMI, FL 33147 Sales Quote 596129-A NPBPDCustomer No. Sales Quote No. Ship ToBill To Contact: Telephone: Telephone: Contact: 561-602-9954 KEITH DAVIS 305-639-6055 WAREHOUSE MANAGER Payment MethodCustomer PO NumberF.O.B.Ship Via NET30UPS GROUND FREIGHT FREIGHT ON BOARD Entered By Resale NumberOrdered BySalesperson Keith DavisEDWIN SALGADO-MiamiEdwin Salgado Order Quantity Extended Price Unit PriceItem Number / DescriptionTaxApprove Quantity 2025 SEQUOIA ADMIN 85-8012646341C-6 Quote Date 10/01/25 E-mail: E-mail: kdavis@village-npb.org 11 Y 75.0075.00003716a7AH0HXXYX WAGAN SLIMLINE 500W INVERTER Warehouse: MIAM 11 Y 125.00125.0000ML150LR-1019a7AH0HXYD9 MAG LED RECHARGEABLE FLASHLIGHT, A/C & DC ADAPTERS Warehouse: MIAM 11 Y 310.00310.0000MAMW-NZN7Ra7AH0HXYS0 DWC ACCESSORIES, XG-75M/M7300 REMOTE MOUNT Warehouse: MIAM 11 Y 125.00125.0000SHOP-MIAMIa7AH0HXZ6C MISC INSTALLATION SUPPLIES I.E. Warehouse: MIAM LOOM, WIRE, HARDWARE, CONNECTORS, BREAKER, ETC ************************************************ 11 Y 1,820.001,820.0000INSTALLa7AH0HXZ6R DSS INSTALLATION OF EQUIPMENT Warehouse: MIAM INSTALLATION BY EVT CERTIFY INSTALLERS. INSTALL INCLUDES ALL ABOVE EQUIPMENT LABOR RATE AS PER MIAMI CONTRACT @ $65.00 PER HOUR LABOR HOURS PER VEHICLE: 28.0 10/01/25 09:15:32 AM 3Page No. Print Time Print Date Printed By: Edwin Salgado Continued on Next Page a7AH0HXZ6R 800-847-8762Telephone: DANA SAFETY SUPPLY, INC 4809 KOGER BLVD GREENSBORO, NC 27407 NORTH PALM BEACH PUBLIC WORKS DEPT. 645 PROSPERITY FARMS RD. NORTH PALM BEACH, FL 33408 NORTH PALM BEACH POLICE DEPT C/O DANA SAFETY SUPPLY 7001 NW 36TH AVE. MIAMI, FL 33147 Sales Quote 596129-A NPBPDCustomer No. Sales Quote No. Ship ToBill To Contact: Telephone: Telephone: Contact: 561-602-9954 KEITH DAVIS 305-639-6055 WAREHOUSE MANAGER Payment MethodCustomer PO NumberF.O.B.Ship Via NET30UPS GROUND FREIGHT FREIGHT ON BOARD Entered By Resale NumberOrdered BySalesperson Keith DavisEDWIN SALGADO-MiamiEdwin Salgado Order Quantity Extended Price Unit PriceItem Number / DescriptionTaxApprove Quantity 2025 SEQUOIA ADMIN 85-8012646341C-6 Quote Date 10/01/25 E-mail: E-mail: kdavis@village-npb.org 11 Y 260.00260.0000INSTALLa7AH0HXZ77 DSS INSTALLATION OF EQUIPMENT Warehouse: MIAM INSTALL OF CUSTOMER PROVIDED POLICE RADIO W/ ROOF MOUNTED ANTENNA. LABOR RATE AS PER MIAMI CONTRACT @ $65.00 PER HOUR LABOR HOURS PER VEHICLE: 4.0 11 Y 140.00140.0000TINT-MIAMI 7a7AH0HXZ78 TINT MIAMI (7) WINDOWS / SUV W/SUNSTRIP Warehouse: MIAM PER MIAMI CONTRACT: ADD-ON Services - Window Tinting with Labor Included for Sports Utility Vehicles. 15% ALL AROUND 15% SUNSTRIP 2025 TOYOTA SEQUOIA HYBRID, ADMIN UNIT ** AS PER CITY OF MIAMI CONTRACT# 1301386 ** Approved By: Approve All Items & Quantities Quote Good for 30 Days 10/01/25 09:15:32 AM 4Page No. Print Time Print Date Printed By: Edwin Salgado Order Total Freight Subtotal 5,484.00 0.00 5,484.00 a7AH0HXZ78 800-847-8762Telephone: DANA SAFETY SUPPLY, INC 4809 KOGER BLVD GREENSBORO, NC 27407 NORTH PALM BEACH PUBLIC WORKS DEPT. 645 PROSPERITY FARMS RD. NORTH PALM BEACH, FL 33408 NORTH PALM BEACH POLICE DEPT C/O DANA SAFETY SUPPLY 7001 NW 36TH AVE. MIAMI, FL 33147 Sales Quote 596130-B NPBPDCustomer No. Sales Quote No. Ship ToBill To Contact: Telephone: Telephone: Contact: 561-602-9954 KEITH DAVIS 305-639-6055 WAREHOUSE MANAGER Payment MethodCustomer PO NumberF.O.B.Ship Via NET30UPS GROUND FREIGHT FREIGHT ON BOARD Entered By Resale NumberOrdered BySalesperson KEITH DAVISEDWIN SALGADO-MiamiEdwin Salgado Order Quantity Extended Price Unit PriceItem Number / DescriptionTaxApprove Quantity 2025 TAHOE ADMIN 85-8012646341C-6 Quote Date 10/01/25 E-mail: E-mail: kdavis@village-npb.org 11 N 0.000.0000INFOa7AH0JVSF0 VEHICLE INFORMATION Warehouse: MIAM 2025 TAHOE, ADMIN UNIT VIN# 11 Y 360.00360.0000ETSA461HPPa7AH0J0LN0 SOI, 400 SERIES HH REMOTE SIREN, 100WATT Warehouse: MIAM 11 Y 155.00155.0000ETSS100Ja7AH0J0M32 SOI 100J SERIES COMPOSITE SPEAKER Warehouse: MIAM 100J series composite speaker w/ universal bail brkt-100 watt 11 Y 30.0030.0000ETSSVBK07a7AH0OR6BQ SOI 2021 TAHOE SPEAKER BRACKET ASSY FOR 2 100J SPEAKER Warehouse: MIAM 66 Y 672.00112.0000EMPS2STS5RBWa7AH0J0M3H SOI, MPWR FASCIA, 4", STM, BLK HSG, RED/BLU/WHT Warehouse: MIAM (4) FRONT WINDSHIELD (2) GRILL LIGHTS 10/01/25 11:33:30 AM 1Page No. Print Time Print Date Printed By: Edwin Salgado Continued on Next Page a7AH0J0M3H 800-847-8762Telephone: DANA SAFETY SUPPLY, INC 4809 KOGER BLVD GREENSBORO, NC 27407 NORTH PALM BEACH PUBLIC WORKS DEPT. 645 PROSPERITY FARMS RD. NORTH PALM BEACH, FL 33408 NORTH PALM BEACH POLICE DEPT C/O DANA SAFETY SUPPLY 7001 NW 36TH AVE. MIAMI, FL 33147 Sales Quote 596130-B NPBPDCustomer No. Sales Quote No. Ship ToBill To Contact: Telephone: Telephone: Contact: 561-602-9954 KEITH DAVIS 305-639-6055 WAREHOUSE MANAGER Payment MethodCustomer PO NumberF.O.B.Ship Via NET30UPS GROUND FREIGHT FREIGHT ON BOARD Entered By Resale NumberOrdered BySalesperson KEITH DAVISEDWIN SALGADO-MiamiEdwin Salgado Order Quantity Extended Price Unit PriceItem Number / DescriptionTaxApprove Quantity 2025 TAHOE ADMIN 85-8012646341C-6 Quote Date 10/01/25 E-mail: E-mail: kdavis@village-npb.org 44 Y 448.00112.0000EMPS2001P-6a7AH0J0MEC SOI, MPWR FASCIA, 4", STM, BLK HSG, RED/BLU/AMB Warehouse: MIAM (4) REAR WINDOW 22 Y 34.0017.0000PMP2WSDDBa7AH0J0MKU SOI 4" MPOWER DUAL WINDOW SHROUD-BLACK Warehouse: MIAM (2) FRONT WINDSHIELD 22 Y 20.0010.0000PMP2BKEDGEa7AH0J5NYT SOI EDGE MOUNT BRACKET Warehouse: MIAM (2) GRILL LIGHT BRACKETS 22 Y 14.007.0000PMP2BKDGAJa7AH0J0MKV SOI 4" mPOWER 90 DEGREE MOUNTING BRACKET, BLACK Warehouse: MIAM (2) UPPER REAR WINDOW 22 Y 38.0019.0000PMP2BK012a7AH0J0MS8 SOI MPOWER SIDE-MOUNT WINDOW BRACKET KIT Warehouse: MIAM (2) LOWER REAR WINDOW 10/01/25 11:33:30 AM 2Page No. Print Time Print Date Printed By: Edwin Salgado Continued on Next Page a7AH0J0MS8 800-847-8762Telephone: DANA SAFETY SUPPLY, INC 4809 KOGER BLVD GREENSBORO, NC 27407 NORTH PALM BEACH PUBLIC WORKS DEPT. 645 PROSPERITY FARMS RD. NORTH PALM BEACH, FL 33408 NORTH PALM BEACH POLICE DEPT C/O DANA SAFETY SUPPLY 7001 NW 36TH AVE. MIAMI, FL 33147 Sales Quote 596130-B NPBPDCustomer No. Sales Quote No. Ship ToBill To Contact: Telephone: Telephone: Contact: 561-602-9954 KEITH DAVIS 305-639-6055 WAREHOUSE MANAGER Payment MethodCustomer PO NumberF.O.B.Ship Via NET30UPS GROUND FREIGHT FREIGHT ON BOARD Entered By Resale NumberOrdered BySalesperson KEITH DAVISEDWIN SALGADO-MiamiEdwin Salgado Order Quantity Extended Price Unit PriceItem Number / DescriptionTaxApprove Quantity 2025 TAHOE ADMIN 85-8012646341C-6 Quote Date 10/01/25 E-mail: E-mail: kdavis@village-npb.org 44 Y 680.00170.0000EMPSA05C3-8a7AH0J0N2N SOI, MPWR FASCIA, 4X2, STM, BLK HSG, RED/BLU/WHT Warehouse: MIAM (1) each REAR SIDE DOORS (1) each REAR CARGO WINDOWS 44 Y 88.0022.0000PMPSABKDGAJa7AH0J0NOS SOI Adjustable mounting bracket for 4x2 MPower Warehouse: MIAM (1) each REAR SIDE DOOR BRACKETS (1) each REAR CARGO WINDOW BRACKETS 11 Y 75.0075.00003716a7AH0J0O28 WAGAN SLIMLINE 500W INVERTER Warehouse: MIAM 11 Y 125.00125.0000ML150LR-1019a7AH0J0OBS MAG LED RECHARGEABLE FLASHLIGHT, A/C & DC ADAPTERS Warehouse: MIAM 11 Y 310.00310.0000MAMW-NZN7Ra7AH0J0OBT DWC ACCESSORIES, XG-75M/M7300 REMOTE MOUNT Warehouse: MIAM 11 Y 125.00125.0000SHOP-MIAMIa7AH0J0OC8 MISC INSTALLATION SUPPLIES I.E. Warehouse: MIAM LOOM, WIRE, HARDWARE, CONNECTORS, BREAKER, ETC ************************************************ 10/01/25 11:33:30 AM 3Page No. Print Time Print Date Printed By: Edwin Salgado Continued on Next Page a7AH0J0OC8 800-847-8762Telephone: DANA SAFETY SUPPLY, INC 4809 KOGER BLVD GREENSBORO, NC 27407 NORTH PALM BEACH PUBLIC WORKS DEPT. 645 PROSPERITY FARMS RD. NORTH PALM BEACH, FL 33408 NORTH PALM BEACH POLICE DEPT C/O DANA SAFETY SUPPLY 7001 NW 36TH AVE. MIAMI, FL 33147 Sales Quote 596130-B NPBPDCustomer No. Sales Quote No. Ship ToBill To Contact: Telephone: Telephone: Contact: 561-602-9954 KEITH DAVIS 305-639-6055 WAREHOUSE MANAGER Payment MethodCustomer PO NumberF.O.B.Ship Via NET30UPS GROUND FREIGHT FREIGHT ON BOARD Entered By Resale NumberOrdered BySalesperson KEITH DAVISEDWIN SALGADO-MiamiEdwin Salgado Order Quantity Extended Price Unit PriceItem Number / DescriptionTaxApprove Quantity 2025 TAHOE ADMIN 85-8012646341C-6 Quote Date 10/01/25 E-mail: E-mail: kdavis@village-npb.org 11 Y 1,820.001,820.0000INSTALLa7AH0J0OC9 DSS INSTALLATION OF EQUIPMENT Warehouse: MIAM INSTALLATION BY EVT CERTIFY INSTALLERS. INSTALL INCLUDES ALL ABOVE EQUIPMENT LABOR RATE AS PER MIAMI CONTRACT @ $65.00 PER HOUR LABOR HOURS PER VEHICLE: 28.0 11 Y 260.00260.0000INSTALLa7AH0J0OCN DSS INSTALLATION OF EQUIPMENT Warehouse: MIAM INSTALL OF CUSTOMER PROVIDED POLICE RADIO W/ ROOF MOUNTED ANTENNA. LABOR RATE AS PER MIAMI CONTRACT @ $65.00 PER HOUR LABOR HOURS PER VEHICLE: 4.0 11 Y 140.00140.0000TINT-MIAMI 7a7AH0J0OD3 TINT MIAMI (7) WINDOWS / SUV W/SUNSTRIP Warehouse: MIAM PER MIAMI CONTRACT: ADD-ON Services - Window Tinting with Labor Included for Sports Utility Vehicles. 15% ALL AROUND 15% SUNSTRIP 2025 TAHOE, ADMIN UNIT ** AS PER CITY OF MIAMI CONTRACT# 1301386 ** 10/01/25 11:33:30 AM 4Page No. Print Time Print Date Printed By: Edwin Salgado Continued on Next Page a7AH0J0OD3 800-847-8762Telephone: DANA SAFETY SUPPLY, INC 4809 KOGER BLVD GREENSBORO, NC 27407 NORTH PALM BEACH PUBLIC WORKS DEPT. 645 PROSPERITY FARMS RD. NORTH PALM BEACH, FL 33408 NORTH PALM BEACH POLICE DEPT C/O DANA SAFETY SUPPLY 7001 NW 36TH AVE. MIAMI, FL 33147 Sales Quote 596130-B NPBPDCustomer No. Sales Quote No. Ship ToBill To Contact: Telephone: Telephone: Contact: 561-602-9954 KEITH DAVIS 305-639-6055 WAREHOUSE MANAGER Payment MethodCustomer PO NumberF.O.B.Ship Via NET30UPS GROUND FREIGHT FREIGHT ON BOARD Entered By Resale NumberOrdered BySalesperson KEITH DAVISEDWIN SALGADO-MiamiEdwin Salgado Order Quantity Extended Price Unit PriceItem Number / DescriptionTaxApprove Quantity 2025 TAHOE ADMIN 85-8012646341C-6 Quote Date 10/01/25 E-mail: E-mail: kdavis@village-npb.org Approved By: Approve All Items & Quantities Quote Good for 30 Days 10/01/25 11:33:30 AM 1Page No. Print Time Print Date Printed By: Edwin Salgado Order Total Freight Subtotal 5,394.00 0.00 5,394.00 a7AH0J0OD3 800-847-8762Telephone: DANA SAFETY SUPPLY, INC 4809 KOGER BLVD GREENSBORO, NC 27407 NORTH PALM BEACH PUBLIC WORKS DEPT. 645 PROSPERITY FARMS RD. NORTH PALM BEACH, FL 33408 NORTH PALM BEACH POLICE DEPT C/O DANA SAFETY SUPPLY 7001 NW 36TH AVE. MIAMI, FL 33147 Sales Quote 596131 NPBPDCustomer No. Sales Quote No. Ship ToBill To Contact: Telephone: Telephone: Contact: 561-602-9954 KEITH DAVIS 305-639-6055 WAREHOUSE MANAGER Payment MethodCustomer PO NumberF.O.B.Ship Via NET30UPS GROUND FREIGHT FREIGHT ON BOARD Entered By Resale NumberOrdered BySalesperson KEITH DAVISEDWIN SALGADO-MiamiEdwin Salgado Order Quantity Extended Price Unit PriceItem Number / DescriptionTaxApprove Quantity (1) TAHOE PATROL 85-8012646341C-6 Quote Date 10/01/25 E-mail: E-mail: kdavis@village-npb.org 11 N 0.000.0000INFOa7AH0KEAD6 VEHICLE INFORMATION Warehouse: MIAM 2025 CHEVY TAHOE PPV, PATROL UNIT VIN# 11 N 735.00735.0000ENGSA5200RSPa7AH0KDKI7 SOI 500 SERIES 200WATT DUAL TONE BTNN SIREN Warehouse: MIAM 11 N 285.00285.0000ENGLMK001a7AH0KDKIM SOI BLUPRINT LINK FOR 2021 TAHOE Warehouse: MIAM 11 N 200.00200.0000ENGSYMD01a7AH0KDL4C SOI SOUND OFF / BLUEPRINT SYNC MODULE Warehouse: MIAM 11 Y 65.0065.0000ENGHNK07a7AH0OG96I SOI 3-WIRE ISOLATION MODULE Warehouse: MIAM 22 N 310.00155.0000ETSS100Ja7AH0KDLHS SOI 100J SERIES COMPOSITE SPEAKER Warehouse: MIAM 11 N 30.0030.0000ETSSVBK07a7AH0KDLI8 SOI 2021 TAHOE SPEAKER BRACKET ASSY FOR 2 100J SPEAKER Warehouse: MIAM 10/01/25 11:40:47 AM 1Page No. Print Time Print Date Printed By: Edwin Salgado Continued on Next Page a7AH0KDLI8 800-847-8762Telephone: DANA SAFETY SUPPLY, INC 4809 KOGER BLVD GREENSBORO, NC 27407 NORTH PALM BEACH PUBLIC WORKS DEPT. 645 PROSPERITY FARMS RD. NORTH PALM BEACH, FL 33408 NORTH PALM BEACH POLICE DEPT C/O DANA SAFETY SUPPLY 7001 NW 36TH AVE. MIAMI, FL 33147 Sales Quote 596131 NPBPDCustomer No. Sales Quote No. Ship ToBill To Contact: Telephone: Telephone: Contact: 561-602-9954 KEITH DAVIS 305-639-6055 WAREHOUSE MANAGER Payment MethodCustomer PO NumberF.O.B.Ship Via NET30UPS GROUND FREIGHT FREIGHT ON BOARD Entered By Resale NumberOrdered BySalesperson KEITH DAVISEDWIN SALGADO-MiamiEdwin Salgado Order Quantity Extended Price Unit PriceItem Number / DescriptionTaxApprove Quantity (1) TAHOE PATROL 85-8012646341C-6 Quote Date 10/01/25 E-mail: E-mail: kdavis@village-npb.org 11 N 805.00805.0000ENFWB01EFAa7AH0KDLPL SOI, NFILB, FRNT, 8MOD, 2021-23 TAHOE, RW/BW Warehouse: MIAM ENFWB01EFA Chevrolet Tahoe (2021-24) Split Front (DRV) |D12||D12||D12||D12||D12||D12||D12||D12| (PAS) |R_W||R_W||R_W||R_W||B_W||B_W||B_W||B_W| Accessories: PNFLBSPLT1 DSC w/ LIN Breakout Box (Included) EOS# QSF043203 44 N 448.00112.0000EMPS8007Z-8a7AH0KDLXF SOI, MPWR FASCIA C-N-G, 4", STM, BLK HSG, RED/BLU/WHT Warehouse: MIAM (4) REAR SPOILER LIGHTS 11 N 48.0048.0000PMP2RS204a7AH0KDLXU SOI 2-Head, RH / LH RS Bracket kit Warehouse: MIAM (1) REAR SPOILER BRACKET KIT (4 LIGHTS TOTAL) 44 Y 448.00112.0000EMPSF0ZVD-8a7AH0KDM58 SOI, MPWR HD C-N-G, 4", STM, CLR HSG, RED/BLU/WHT Warehouse: MIAM (4) FRONT FACING, PUSH BUMPER 10/01/25 11:40:47 AM 2Page No. Print Time Print Date Printed By: Edwin Salgado Continued on Next Page a7AH0KDM58 800-847-8762Telephone: DANA SAFETY SUPPLY, INC 4809 KOGER BLVD GREENSBORO, NC 27407 NORTH PALM BEACH PUBLIC WORKS DEPT. 645 PROSPERITY FARMS RD. NORTH PALM BEACH, FL 33408 NORTH PALM BEACH POLICE DEPT C/O DANA SAFETY SUPPLY 7001 NW 36TH AVE. MIAMI, FL 33147 Sales Quote 596131 NPBPDCustomer No. Sales Quote No. Ship ToBill To Contact: Telephone: Telephone: Contact: 561-602-9954 KEITH DAVIS 305-639-6055 WAREHOUSE MANAGER Payment MethodCustomer PO NumberF.O.B.Ship Via NET30UPS GROUND FREIGHT FREIGHT ON BOARD Entered By Resale NumberOrdered BySalesperson KEITH DAVISEDWIN SALGADO-MiamiEdwin Salgado Order Quantity Extended Price Unit PriceItem Number / DescriptionTaxApprove Quantity (1) TAHOE PATROL 85-8012646341C-6 Quote Date 10/01/25 E-mail: E-mail: kdavis@village-npb.org 22 N 224.00112.0000EMPS8006S-8a7AH0KDM59 SOI, MPWR FASCIA C-N-G, 4", QM, BLK HSG, RED/BLU/WHT Warehouse: MIAM (2) SIDE FACING, PUSH BUMPER 22 N 212.00106.0000EMPS700BB-8a7AH0KDMC6 SOI, MPWR FASCIA C-N-G, 3", QM, BLK HSG, RED/BLU/WHT Warehouse: MIAM (2) FRONT FACING ON SIDE VIEW MIRROR, AT 45° ANGLE 22 N 340.00170.0000EMPSA05C3-8a7AH0KDMJ4 SOI MPOWER 4X2 36-LED STUD MNT RED/BLUE/WHITE Warehouse: MIAM (2) REAR SIDE DOORS 22 N 44.0022.0000PMPSABKDGAJa7AH0KDMQH SOI Adjustable mounting bracket for 4x2 MPower Warehouse: MIAM (2) REAR SIDE DOOR BRACKET 44 N 448.00112.0000EMPS8006S-8a7AH0KDMXF SOI, MPWR FASCIA C-N-G, 4", QM, BLK HSG, RED/BLU/WHT Warehouse: MIAM (2) REAR LIC. PLATE (2) REAR LOWER QUARTER PANEL 10/01/25 11:40:47 AM 3Page No. Print Time Print Date Printed By: Edwin Salgado Continued on Next Page a7AH0KDMXF 800-847-8762Telephone: DANA SAFETY SUPPLY, INC 4809 KOGER BLVD GREENSBORO, NC 27407 NORTH PALM BEACH PUBLIC WORKS DEPT. 645 PROSPERITY FARMS RD. NORTH PALM BEACH, FL 33408 NORTH PALM BEACH POLICE DEPT C/O DANA SAFETY SUPPLY 7001 NW 36TH AVE. MIAMI, FL 33147 Sales Quote 596131 NPBPDCustomer No. Sales Quote No. Ship ToBill To Contact: Telephone: Telephone: Contact: 561-602-9954 KEITH DAVIS 305-639-6055 WAREHOUSE MANAGER Payment MethodCustomer PO NumberF.O.B.Ship Via NET30UPS GROUND FREIGHT FREIGHT ON BOARD Entered By Resale NumberOrdered BySalesperson KEITH DAVISEDWIN SALGADO-MiamiEdwin Salgado Order Quantity Extended Price Unit PriceItem Number / DescriptionTaxApprove Quantity (1) TAHOE PATROL 85-8012646341C-6 Quote Date 10/01/25 E-mail: E-mail: kdavis@village-npb.org 44 N 448.00112.0000EMPS8007Z-6a7AH0KDN4D SOI, MPWR FASCIA C-N-G, 4", SM, BLK HSG, RED/BLU/AMB Warehouse: MIAM (2) UNDER REAR HATCH DOOR (2) REAR FACING LOWER BUMPER 22 N 12.006.0000PMP2WDG15Ba7AH0KDNBB SOI MPOWER 4" 15 DEGREE WEDGE BLACK Warehouse: MIAM (2) REAR LIC. PLATE 22 N 590.00295.0000ESLRL61158a7AH0KDNHU SOI, SL RUNNING, 61", 5MOD, R/B/W, 3CLR/TRIO Warehouse: MIAM (2) RUNNERS 22 N 44.0022.0000PSLVBK03a7AH0KDNP7 SOI NLINE RUNNING LIGHTS MOUNT 2021 TAHOE Warehouse: MIAM (2) RUNNER BRACKETS 11 N 62.0062.0000ECVDMLTAL00a7AH0KDNW5 SOI UNIVERSAL DOME LIGHT ALL LED, RED/CLEAR Warehouse: MIAM (1) DRIVER DOME LIGHT 10/01/25 11:40:47 AM 4Page No. Print Time Print Date Printed By: Edwin Salgado Continued on Next Page a7AH0KDNW5 800-847-8762Telephone: DANA SAFETY SUPPLY, INC 4809 KOGER BLVD GREENSBORO, NC 27407 NORTH PALM BEACH PUBLIC WORKS DEPT. 645 PROSPERITY FARMS RD. NORTH PALM BEACH, FL 33408 NORTH PALM BEACH POLICE DEPT C/O DANA SAFETY SUPPLY 7001 NW 36TH AVE. MIAMI, FL 33147 Sales Quote 596131 NPBPDCustomer No. Sales Quote No. Ship ToBill To Contact: Telephone: Telephone: Contact: 561-602-9954 KEITH DAVIS 305-639-6055 WAREHOUSE MANAGER Payment MethodCustomer PO NumberF.O.B.Ship Via NET30UPS GROUND FREIGHT FREIGHT ON BOARD Entered By Resale NumberOrdered BySalesperson KEITH DAVISEDWIN SALGADO-MiamiEdwin Salgado Order Quantity Extended Price Unit PriceItem Number / DescriptionTaxApprove Quantity (1) TAHOE PATROL 85-8012646341C-6 Quote Date 10/01/25 E-mail: E-mail: kdavis@village-npb.org 22 N 98.0049.0000ECVDMLTST2a7AH0KDOEE SOI INTERIOR DOME LIGHT,FLUSH SURF MNT 7" X 3"-WHITE Warehouse: MIAM (1) PRISONER DOME LIGHT (1) REAR HATCH DOOR 11 Y 700.00700.0000EWL9111SLa7AH0LWFTF SOI GOLIGHT SL DRIVER'S SIDE W/ DASH CONTROL Warehouse: MIAM (1) SPOT LIGHT VEHICLE - 2025 CHEVY TAHOE, POLICE MODEL 11 Y 9.009.0000PWLHN004a7AH0LWFE8 SOI GOLIGHT SL HARNESS DASH CONTROL TO BLUEPRINT Warehouse: MIAM 11 Y 55.0055.0000PWLBK003a7AH0LWEZ1 SOI GOLIGHT SL BRACKET, DRIVER SIDE MOUNT, TAHOE Warehouse: MIAM Golight® SL Bracket, Driver Side Mount on Chevrolet Tahoe 10/01/25 11:40:47 AM 5Page No. Print Time Print Date Printed By: Edwin Salgado Continued on Next Page a7AH0LWEZ1 800-847-8762Telephone: DANA SAFETY SUPPLY, INC 4809 KOGER BLVD GREENSBORO, NC 27407 NORTH PALM BEACH PUBLIC WORKS DEPT. 645 PROSPERITY FARMS RD. NORTH PALM BEACH, FL 33408 NORTH PALM BEACH POLICE DEPT C/O DANA SAFETY SUPPLY 7001 NW 36TH AVE. MIAMI, FL 33147 Sales Quote 596131 NPBPDCustomer No. Sales Quote No. Ship ToBill To Contact: Telephone: Telephone: Contact: 561-602-9954 KEITH DAVIS 305-639-6055 WAREHOUSE MANAGER Payment MethodCustomer PO NumberF.O.B.Ship Via NET30UPS GROUND FREIGHT FREIGHT ON BOARD Entered By Resale NumberOrdered BySalesperson KEITH DAVISEDWIN SALGADO-MiamiEdwin Salgado Order Quantity Extended Price Unit PriceItem Number / DescriptionTaxApprove Quantity (1) TAHOE PATROL 85-8012646341C-6 Quote Date 10/01/25 E-mail: E-mail: kdavis@village-npb.org 11 Y 605.00605.00007160-2022a7AH0MDAFD GJ WIDE BODY CONSOLE BOX, 2025+ TAHOE Warehouse: MIAM PACKAGE INCLUDES CONSOLE, LOCKING STORAGE COMPARTMENT AND THE FOLLOWING EQUIPMENT MOUNTING BRACKETS: 1- 20033 (SIREN) 1- 15082 (3 CIG./ USB PLATE) ALSO INCLUDES ANY BLANK FILLER PANELS NECESSARY TO COMPLETE THE INSTALLATION. **************************************************** 11 N 256.00256.00007160-0220a7AH0KDOUG GJ MONGOOSE 9 LOCKING SLIDE ARM W/TILT SWIVEL Warehouse: MIAM MOUNTS TO POST OR TO FLAT SURFACE (DASH, DOGHOUSE, OR CONSOLE) 11 Y 53.0053.00007160-0846a7AH0MLPC7 GJ DUAL INTERNAL CUPHOLDER FOR CONSOLE BOX Warehouse: MIAM 11 Y 168.00168.00007160-1817a7AH0MCU1J GJ REAR MOUNT TALLER REAR ARMREST Warehouse: MIAM Tall Vehicle Specific External Armrest (12.5" High) 11 N 64.0064.000015371a7AH0KDPA2 GJ DUAL USB POWER PORT 4.8 A Warehouse: MIAM 10/01/25 11:40:47 AM 6Page No. Print Time Print Date Printed By: Edwin Salgado Continued on Next Page a7AH0KDPA2 800-847-8762Telephone: DANA SAFETY SUPPLY, INC 4809 KOGER BLVD GREENSBORO, NC 27407 NORTH PALM BEACH PUBLIC WORKS DEPT. 645 PROSPERITY FARMS RD. NORTH PALM BEACH, FL 33408 NORTH PALM BEACH POLICE DEPT C/O DANA SAFETY SUPPLY 7001 NW 36TH AVE. MIAMI, FL 33147 Sales Quote 596131 NPBPDCustomer No. Sales Quote No. Ship ToBill To Contact: Telephone: Telephone: Contact: 561-602-9954 KEITH DAVIS 305-639-6055 WAREHOUSE MANAGER Payment MethodCustomer PO NumberF.O.B.Ship Via NET30UPS GROUND FREIGHT FREIGHT ON BOARD Entered By Resale NumberOrdered BySalesperson KEITH DAVISEDWIN SALGADO-MiamiEdwin Salgado Order Quantity Extended Price Unit PriceItem Number / DescriptionTaxApprove Quantity (1) TAHOE PATROL 85-8012646341C-6 Quote Date 10/01/25 E-mail: E-mail: kdavis@village-npb.org 22 N 44.0022.00007160-0063a7AH0KDPFA GJ 12V OUTLET RECEPTACLE ONLY Warehouse: MIAM FITS IN STANDARD 12 V OUTLET RECEPTACLE KNOCKOUT IN PANEL OR CONSOLE. 11 N 330.00330.00007160-0250a7AH0KDPNJ GJ NOTEPAD V UNIVERSAL COMPUTER CRADLE Warehouse: MIAM WILL ADJUST FOR COMPUTERS WITH THE FOLLOWING: WIDTH - 10.62 TO 16.5 INCHES THICKNESS - UP TO 1.50 INCHES DEPTH - 9.00 TO 12.38 INCHES ************************************************* 11 N 885.00885.0000PK1151TAH21a7AH0KDPUH SMC 10VS XL C UNCOATED POLY PARTITION Warehouse: MIAM #10XL C Uncoated Polycarbonate With Expanded Metal Window Security Screen. Include Recessed Panel & Lower Extension Panels. 2021+ CHEVY TAHOE 11 N 1,425.001,425.0000QK2024TAH21a7AH0KDQ1U SMC 2021 TAHOE #12 VS Coated Poly w/ Replacement Seat Warehouse: MIAM OEM Full Replacement Transport Seat TPO Plastic, with Center Pull Seat Belts & #12 Coated Polycarbonate Cargo Partition 10/01/25 11:40:47 AM 7Page No. Print Time Print Date Printed By: Edwin Salgado Continued on Next Page a7AH0KDQ1U 800-847-8762Telephone: DANA SAFETY SUPPLY, INC 4809 KOGER BLVD GREENSBORO, NC 27407 NORTH PALM BEACH PUBLIC WORKS DEPT. 645 PROSPERITY FARMS RD. NORTH PALM BEACH, FL 33408 NORTH PALM BEACH POLICE DEPT C/O DANA SAFETY SUPPLY 7001 NW 36TH AVE. MIAMI, FL 33147 Sales Quote 596131 NPBPDCustomer No. Sales Quote No. Ship ToBill To Contact: Telephone: Telephone: Contact: 561-602-9954 KEITH DAVIS 305-639-6055 WAREHOUSE MANAGER Payment MethodCustomer PO NumberF.O.B.Ship Via NET30UPS GROUND FREIGHT FREIGHT ON BOARD Entered By Resale NumberOrdered BySalesperson KEITH DAVISEDWIN SALGADO-MiamiEdwin Salgado Order Quantity Extended Price Unit PriceItem Number / DescriptionTaxApprove Quantity (1) TAHOE PATROL 85-8012646341C-6 Quote Date 10/01/25 E-mail: E-mail: kdavis@village-npb.org 11 N 218.00218.0000WK0514TAH21a7AH0KDQ2A SMC REAR DOOR WINDOW BARRIER Warehouse: MIAM 11 N 230.00230.0000DK0100TAH21a7AH0KDQ2B SMC 2021 TAHOE BLK TPO DOOR PANELS COVERS OEM PANELS Warehouse: MIAM 11 N 355.00355.0000GK10301S1UHKa7AH0KDQ8D SMC DUAL T-RAIL MOUNT 1 SM 1 UNIV HK Warehouse: MIAM ** Dual T-Rail Mount 1 Small, 1 Universal XL, Handcuff Key Override ** 11 N 1,050.001,050.0000TK0254TAH21a7AH0KDQG6 SMC CARGO BOX Warehouse: MIAM TOA TRAY, OPEN TOP WITH ANCHOR POINTS BSK BASE SLIDING WITH KEY LOCK 11 N 260.00260.0000TPA9289a7AH0KDQW8 SMC CARGO BOX SLIDING RADIO TRAY (TRN) Warehouse: MIAM RADIO TRAY FOR CARGO BOX WITH NO LOCK ************************************** 11 N 525.00525.000036-4045a7AH0KDRAZ Westin 2021 Chevy Tahoe Elite Push Bumper Warehouse: MIAM 10/01/25 11:40:47 AM 8Page No. Print Time Print Date Printed By: Edwin Salgado Continued on Next Page a7AH0KDRAZ 800-847-8762Telephone: DANA SAFETY SUPPLY, INC 4809 KOGER BLVD GREENSBORO, NC 27407 NORTH PALM BEACH PUBLIC WORKS DEPT. 645 PROSPERITY FARMS RD. NORTH PALM BEACH, FL 33408 NORTH PALM BEACH POLICE DEPT C/O DANA SAFETY SUPPLY 7001 NW 36TH AVE. MIAMI, FL 33147 Sales Quote 596131 NPBPDCustomer No. Sales Quote No. Ship ToBill To Contact: Telephone: Telephone: Contact: 561-602-9954 KEITH DAVIS 305-639-6055 WAREHOUSE MANAGER Payment MethodCustomer PO NumberF.O.B.Ship Via NET30UPS GROUND FREIGHT FREIGHT ON BOARD Entered By Resale NumberOrdered BySalesperson KEITH DAVISEDWIN SALGADO-MiamiEdwin Salgado Order Quantity Extended Price Unit PriceItem Number / DescriptionTaxApprove Quantity (1) TAHOE PATROL 85-8012646341C-6 Quote Date 10/01/25 E-mail: E-mail: kdavis@village-npb.org 11 N 38.0038.000036-4045WCa7AH0KDRQ6 WESTIN Wire Cover Warehouse: MIAM 11 N 38.0038.000036-6015SMP4a7AH0KDRW9 Westin, Elite Push Bumper Light Channel Warehouse: MIAM 11 Y 75.0075.00003716a7AH0O4G8D WAGAN SLIMLINE 500W INVERTER Warehouse: MIAM 11 N 125.00125.0000ML150LR-1019a7AH0KDSY0 MAG LED RECHARGEABLE FLASHLIGHT, A/C & DC ADAPTERS Warehouse: MIAM 22 N 76.0038.0000MMSU-1a7AH0KDTB1 MAGNETIC MIC SINGLE UNIT CONVERSION KIT Warehouse: MIAM (1) SIREN (1) RADIO 11 N 310.00310.0000MAMW-NZN7Ra7AH0KDTB2 DWC ACCESSORIES, XG-75M/M7300 REMOTE MOUNT Warehouse: MIAM 10/01/25 11:40:47 AM 9Page No. Print Time Print Date Printed By: Edwin Salgado Continued on Next Page a7AH0KDTB2 800-847-8762Telephone: DANA SAFETY SUPPLY, INC 4809 KOGER BLVD GREENSBORO, NC 27407 NORTH PALM BEACH PUBLIC WORKS DEPT. 645 PROSPERITY FARMS RD. NORTH PALM BEACH, FL 33408 NORTH PALM BEACH POLICE DEPT C/O DANA SAFETY SUPPLY 7001 NW 36TH AVE. MIAMI, FL 33147 Sales Quote 596131 NPBPDCustomer No. Sales Quote No. Ship ToBill To Contact: Telephone: Telephone: Contact: 561-602-9954 KEITH DAVIS 305-639-6055 WAREHOUSE MANAGER Payment MethodCustomer PO NumberF.O.B.Ship Via NET30UPS GROUND FREIGHT FREIGHT ON BOARD Entered By Resale NumberOrdered BySalesperson KEITH DAVISEDWIN SALGADO-MiamiEdwin Salgado Order Quantity Extended Price Unit PriceItem Number / DescriptionTaxApprove Quantity (1) TAHOE PATROL 85-8012646341C-6 Quote Date 10/01/25 E-mail: E-mail: kdavis@village-npb.org 11 N 55.0055.0000AN-225001-004a7AH0KDTQ8 COOPER GENERAL ANTENNA ELEMENT 700/800 2DB LOW PROFILR Warehouse: MIAM 11 N 75.0075.0000AN-125001-001a7AH0KDU3O COOPER GENERAL ANTENNA BASE STANDARD ROOF MNT LOW LOSS Warehouse: MIAM 11 N 225.00225.0000SHOP-MIAMIa7AH0KDUJQ MISC INSTALLATION SUPPLIES I.E. Warehouse: MIAM CUSTOM WIRE HARNESS, 100 AMP RESETTABLE BREAKER, 6 GANG FUSE PANEL, (2) EXTENSION CABLE FOR POWER INVERTER AND TERMINAL BOXES. TERMINAL BOXES TO BE MOUNTED ON FRONT CONSOLE. LOOM, WIRE, HARDWARE, CONNECTORS, ETC ************************************************ 11 N 3,510.003,510.0000INSTALLa7AH0KDUK6 DSS INSTALLATION OF EQUIPMENT Warehouse: MIAM INSTALLATION BY EVT CERTIFY INSTALLERS. INSTALL INCLUDES ALL ABOVE EQUIPMENT PLUS THE BELOW ITEMS THAT THE CUSTOMER WILL PROVIDE PRIOR BEGINNING OF VEHICLE BUILD, * STALKER RADAR W/ 2 ANTENNAS LABOR RATE AS PER MIAMI CONTRACT @ $65.00 PER HOUR LABOR HOURS PER VEHICLE: 54.0 10/01/25 11:40:47 AM 10Page No. Print Time Print Date Printed By: Edwin Salgado Continued on Next Page a7AH0KDUK6 800-847-8762Telephone: DANA SAFETY SUPPLY, INC 4809 KOGER BLVD GREENSBORO, NC 27407 NORTH PALM BEACH PUBLIC WORKS DEPT. 645 PROSPERITY FARMS RD. NORTH PALM BEACH, FL 33408 NORTH PALM BEACH POLICE DEPT C/O DANA SAFETY SUPPLY 7001 NW 36TH AVE. MIAMI, FL 33147 Sales Quote 596131 NPBPDCustomer No. Sales Quote No. Ship ToBill To Contact: Telephone: Telephone: Contact: 561-602-9954 KEITH DAVIS 305-639-6055 WAREHOUSE MANAGER Payment MethodCustomer PO NumberF.O.B.Ship Via NET30UPS GROUND FREIGHT FREIGHT ON BOARD Entered By Resale NumberOrdered BySalesperson KEITH DAVISEDWIN SALGADO-MiamiEdwin Salgado Order Quantity Extended Price Unit PriceItem Number / DescriptionTaxApprove Quantity (1) TAHOE PATROL 85-8012646341C-6 Quote Date 10/01/25 E-mail: E-mail: kdavis@village-npb.org 11 N 260.00260.0000INSTALLa7AH0KDUK7 DSS INSTALLATION OF EQUIPMENT Warehouse: MIAM INSTALL OF CUSTOMER PROVIDED POLICE RADIO W/ ROOF MOUNTED ANTENNA. LABOR RATE AS PER MIAMI CONTRACT @ $65.00 PER HOUR LABOR HOURS PER VEHICLE: 4.0 11 Y 140.00140.0000TINT-MIAMI 7a7AH0OE4XS TINT MIAMI (7) WINDOWS / SUV Warehouse: MIAM PER MIAMI CONTRACT: ADD-ON Services - Window Tinting with Labor Included for Sports Utility Vehicles. 15% ALL AROUND 15% SUNSTRIP 11 N 200.00200.0000DELIVERYa7AH0KDURZ DELIVERY OF VEHICLES BY DSS Warehouse: MIAM ONE WAY DELIVER FROM DSS TO NPBPD ** 2025 CHEVY TAHOE PPV, PATROL UNIT *** ** PRICES PER CITY OF MIAMI CONTRACT #1301386 WITH ADDITIONAL DISCOUNT APPLIED. ** Approved By: Approve All Items & Quantities Quote Good for 30 Days 10/01/25 11:40:47 AM 11Page No. Print Time Print Date Printed By: Edwin Salgado Order Total Freight Subtotal 18,255.00 0.00 18,255.00 a7AH0KDURZ 800-847-8762Telephone: DANA SAFETY SUPPLY, INC 4809 KOGER BLVD GREENSBORO, NC 27407 NORTH PALM BEACH PUBLIC WORKS DEPT. 645 PROSPERITY FARMS RD. NORTH PALM BEACH, FL 33408 NORTH PALM BEACH POLICE DEPT C/O DANA SAFETY SUPPLY 7001 NW 36TH AVE. MIAMI, FL 33147 Sales Quote 596131 NPBPDCustomer No. Sales Quote No. Ship ToBill To Contact: Telephone: Telephone: Contact: 561-602-9954 KEITH DAVIS 305-639-6055 WAREHOUSE MANAGER Payment MethodCustomer PO NumberF.O.B.Ship Via NET30UPS GROUND FREIGHT FREIGHT ON BOARD Entered By Resale NumberOrdered BySalesperson KEITH DAVISEDWIN SALGADO-MiamiEdwin Salgado Order Quantity Extended Price Unit PriceItem Number / DescriptionTaxApprove Quantity (1) TAHOE PATROL 85-8012646341C-6 Quote Date 10/01/25 E-mail: E-mail: kdavis@village-npb.org 10/01/25 11:40:47 AM 1Page No. Print Time Print Date Printed By: Edwin Salgado Order Total Freight Subtotal 18,255.00 0.00 18,255.00 a7AH0KDURZ 800-847-8762Telephone: DANA SAFETY SUPPLY, INC 4809 KOGER BLVD GREENSBORO, NC 27407 NORTH PALM BEACH POLICE DEPT 560 US HIGHWAY 1 NORTH PALM BEACH, FL 33408 NORTH PALM BEACH POLICE DEPT 560 US HIGHWAY 1 NORTH PALM BEACH, FL 33408 Sales Quote 596132 NPBPDCustomer No. Sales Quote No. Ship ToBill To Contact: Telephone: Telephone: Contact: 561-848-2525 GEORGE HACHIGIAN 561-848-2525 GEORGE HACHIGIAN Payment MethodCustomer PO NumberF.O.B.Ship Via NET30UPS GROUND FREIGHT FREIGHT ON BOARD Entered By Resale NumberOrdered BySalesperson HATCHEDWIN SALGADO-MiamiEdwin Salgado Order Quantity Extended Price Unit PriceItem Number / DescriptionTaxApprove Quantity (4) TAHOE PATROL 85-8012646341C-6 Quote Date 10/01/25 E-mail: E-mail: finance@village-npb.org;ghachigian@village-npb.org; kdavis@village-npb.orgfinance@village-npb.org;ghachigian@village-npb.org; kdavis@village-npb.org 44 N 0.000.0000INFOa7AH0P2QOC VEHICLE INFORMATION Warehouse: MIAM 2025 CHEVY TAHOE PPV, PATROL UNIT VIN# 44 N 2,940.00735.0000ENGSA5200RSPa7AH0P2QOR SOI 500 SERIES 200WATT DUAL TONE BTNN SIREN Warehouse: MIAM 44 N 1,140.00285.0000ENGLMK001a7AH0P2QP7 SOI BLUPRINT LINK FOR 2021 TAHOE Warehouse: MIAM 44 N 800.00200.0000ENGSYMD01a7AH0P2QP8 SOI SOUND OFF / BLUEPRINT SYNC MODULE Warehouse: MIAM 44 Y 260.0065.0000ENGHNK07a7AH0P2RLB SOI 3-WIRE ISOLATION MODULE Warehouse: MIAM 88 N 1,240.00155.0000ETSS100Ja7AH0P2RW6 SOI 100J SERIES COMPOSITE SPEAKER Warehouse: MIAM 44 N 120.0030.0000ETSSVBK07a7AH0P2RWM SOI 2021 TAHOE SPEAKER BRACKET ASSY FOR 2 100J SPEAKER Warehouse: MIAM 10/01/25 11:49:29 AM 1Page No. Print Time Print Date Printed By: Edwin Salgado Continued on Next Page a7AH0P2RWM 800-847-8762Telephone: DANA SAFETY SUPPLY, INC 4809 KOGER BLVD GREENSBORO, NC 27407 NORTH PALM BEACH POLICE DEPT 560 US HIGHWAY 1 NORTH PALM BEACH, FL 33408 NORTH PALM BEACH POLICE DEPT 560 US HIGHWAY 1 NORTH PALM BEACH, FL 33408 Sales Quote 596132 NPBPDCustomer No. Sales Quote No. Ship ToBill To Contact: Telephone: Telephone: Contact: 561-848-2525 GEORGE HACHIGIAN 561-848-2525 GEORGE HACHIGIAN Payment MethodCustomer PO NumberF.O.B.Ship Via NET30UPS GROUND FREIGHT FREIGHT ON BOARD Entered By Resale NumberOrdered BySalesperson HATCHEDWIN SALGADO-MiamiEdwin Salgado Order Quantity Extended Price Unit PriceItem Number / DescriptionTaxApprove Quantity (4) TAHOE PATROL 85-8012646341C-6 Quote Date 10/01/25 E-mail: E-mail: finance@village-npb.org;ghachigian@village-npb.org; kdavis@village-npb.orgfinance@village-npb.org;ghachigian@village-npb.org; kdavis@village-npb.org 44 N 3,220.00805.0000ENFWB01EFAa7AH0P2RWN SOI, NFILB, FRNT, 8MOD, 2021-23 TAHOE, RW/BW Warehouse: MIAM ENFWB01EFA Chevrolet Tahoe (2021-24) Split Front (DRV) |D12||D12||D12||D12||D12||D12||D12||D12| (PAS) |R_W||R_W||R_W||R_W||B_W||B_W||B_W||B_W| Accessories: PNFLBSPLT1 DSC w/ LIN Breakout Box (Included) EOS# QSF043203 1616 N 1,792.00112.0000EMPS8007Z-8a7AH0P2S2O SOI, MPWR FASCIA C-N-G, 4", STM, BLK HSG, RED/BLU/WHT Warehouse: MIAM (4) REAR SPOILER LIGHTS 44 N 192.0048.0000PMP2RS204a7AH0P2S2P SOI 2-Head, RH / LH RS Bracket kit Warehouse: MIAM (1) REAR SPOILER BRACKET KIT (4 LIGHTS TOTAL) 1616 Y 1,792.00112.0000EMPSF0ZVD-8a7AH0P2S8B SOI, MPWR HD C-N-G, 4", STM, CLR HSG, RED/BLU/WHT Warehouse: MIAM (4) FRONT FACING, PUSH BUMPER 10/01/25 11:49:29 AM 2Page No. Print Time Print Date Printed By: Edwin Salgado Continued on Next Page a7AH0P2S8B 800-847-8762Telephone: DANA SAFETY SUPPLY, INC 4809 KOGER BLVD GREENSBORO, NC 27407 NORTH PALM BEACH POLICE DEPT 560 US HIGHWAY 1 NORTH PALM BEACH, FL 33408 NORTH PALM BEACH POLICE DEPT 560 US HIGHWAY 1 NORTH PALM BEACH, FL 33408 Sales Quote 596132 NPBPDCustomer No. Sales Quote No. Ship ToBill To Contact: Telephone: Telephone: Contact: 561-848-2525 GEORGE HACHIGIAN 561-848-2525 GEORGE HACHIGIAN Payment MethodCustomer PO NumberF.O.B.Ship Via NET30UPS GROUND FREIGHT FREIGHT ON BOARD Entered By Resale NumberOrdered BySalesperson HATCHEDWIN SALGADO-MiamiEdwin Salgado Order Quantity Extended Price Unit PriceItem Number / DescriptionTaxApprove Quantity (4) TAHOE PATROL 85-8012646341C-6 Quote Date 10/01/25 E-mail: E-mail: finance@village-npb.org;ghachigian@village-npb.org; kdavis@village-npb.orgfinance@village-npb.org;ghachigian@village-npb.org; kdavis@village-npb.org 88 N 896.00112.0000EMPS8006S-8a7AH0P2S8C SOI, MPWR FASCIA C-N-G, 4", QM, BLK HSG, RED/BLU/WHT Warehouse: MIAM (2) SIDE FACING, PUSH BUMPER 88 N 848.00106.0000EMPS700BB-8a7AH0P2S8R SOI, MPWR FASCIA C-N-G, 3", QM, BLK HSG, RED/BLU/WHT Warehouse: MIAM (2) FRONT FACING ON SIDE VIEW MIRROR, AT 45° ANGLE 88 N 1,360.00170.0000EMPSA05C3-8a7AH0P2SDZ SOI MPOWER 4X2 36-LED STUD MNT RED/BLUE/WHITE Warehouse: MIAM (2) REAR SIDE DOORS 88 N 176.0022.0000PMPSABKDGAJa7AH0P2SK1 SOI Adjustable mounting bracket for 4x2 MPower Warehouse: MIAM (2) REAR SIDE DOOR BRACKET 1616 N 1,792.00112.0000EMPS8006S-8a7AH0P2TAI SOI, MPWR FASCIA C-N-G, 4", QM, BLK HSG, RED/BLU/WHT Warehouse: MIAM (2) REAR LIC. PLATE (2) REAR LOWER QUARTER PANEL 10/01/25 11:49:29 AM 3Page No. Print Time Print Date Printed By: Edwin Salgado Continued on Next Page a7AH0P2TAI 800-847-8762Telephone: DANA SAFETY SUPPLY, INC 4809 KOGER BLVD GREENSBORO, NC 27407 NORTH PALM BEACH POLICE DEPT 560 US HIGHWAY 1 NORTH PALM BEACH, FL 33408 NORTH PALM BEACH POLICE DEPT 560 US HIGHWAY 1 NORTH PALM BEACH, FL 33408 Sales Quote 596132 NPBPDCustomer No. Sales Quote No. Ship ToBill To Contact: Telephone: Telephone: Contact: 561-848-2525 GEORGE HACHIGIAN 561-848-2525 GEORGE HACHIGIAN Payment MethodCustomer PO NumberF.O.B.Ship Via NET30UPS GROUND FREIGHT FREIGHT ON BOARD Entered By Resale NumberOrdered BySalesperson HATCHEDWIN SALGADO-MiamiEdwin Salgado Order Quantity Extended Price Unit PriceItem Number / DescriptionTaxApprove Quantity (4) TAHOE PATROL 85-8012646341C-6 Quote Date 10/01/25 E-mail: E-mail: finance@village-npb.org;ghachigian@village-npb.org; kdavis@village-npb.orgfinance@village-npb.org;ghachigian@village-npb.org; kdavis@village-npb.org 1616 N 1,792.00112.0000EMPS8007Z-6a7AH0P2TJ7 SOI, MPWR FASCIA C-N-G, 4", SM, BLK HSG, RED/BLU/AMB Warehouse: MIAM (2) UNDER REAR HATCH DOOR (2) REAR FACING LOWER BUMPER 88 N 48.006.0000PMP2WDG15Ba7AH0P2TRG SOI MPOWER 4" 15 DEGREE WEDGE BLACK Warehouse: MIAM (2) REAR LIC. PLATE 88 N 2,360.00295.0000ESLRL61158a7AH0P2TYE SOI, SL RUNNING, 61", 5MOD, R/B/W, 3CLR/TRIO Warehouse: MIAM (2) RUNNERS 88 N 176.0022.0000PSLVBK03a7AH0P2U4W SOI NLINE RUNNING LIGHTS MOUNT 2021 TAHOE Warehouse: MIAM (2) RUNNER BRACKETS 44 N 248.0062.0000ECVDMLTAL00a7AH0P2UAJ SOI UNIVERSAL DOME LIGHT ALL LED, RED/CLEAR Warehouse: MIAM (1) DRIVER DOME LIGHT 10/01/25 11:49:29 AM 4Page No. Print Time Print Date Printed By: Edwin Salgado Continued on Next Page a7AH0P2UAJ 800-847-8762Telephone: DANA SAFETY SUPPLY, INC 4809 KOGER BLVD GREENSBORO, NC 27407 NORTH PALM BEACH POLICE DEPT 560 US HIGHWAY 1 NORTH PALM BEACH, FL 33408 NORTH PALM BEACH POLICE DEPT 560 US HIGHWAY 1 NORTH PALM BEACH, FL 33408 Sales Quote 596132 NPBPDCustomer No. Sales Quote No. Ship ToBill To Contact: Telephone: Telephone: Contact: 561-848-2525 GEORGE HACHIGIAN 561-848-2525 GEORGE HACHIGIAN Payment MethodCustomer PO NumberF.O.B.Ship Via NET30UPS GROUND FREIGHT FREIGHT ON BOARD Entered By Resale NumberOrdered BySalesperson HATCHEDWIN SALGADO-MiamiEdwin Salgado Order Quantity Extended Price Unit PriceItem Number / DescriptionTaxApprove Quantity (4) TAHOE PATROL 85-8012646341C-6 Quote Date 10/01/25 E-mail: E-mail: finance@village-npb.org;ghachigian@village-npb.org; kdavis@village-npb.orgfinance@village-npb.org;ghachigian@village-npb.org; kdavis@village-npb.org 88 N 392.0049.0000ECVDMLTST2a7AH0P2UIS SOI INTERIOR DOME LIGHT,FLUSH SURF MNT 7" X 3"-WHITE Warehouse: MIAM (1) PRISONER DOME LIGHT (1) REAR HATCH DOOR 44 Y 2,800.00700.0000EWL9111SLa7AH0P2UJ8 SOI GOLIGHT SL DRIVER'S SIDE W/ DASH CONTROL Warehouse: MIAM (1) SPOT LIGHT VEHICLE - 2025 CHEVY TAHOE, POLICE MODEL 44 Y 36.009.0000PWLHN004a7AH0P2UQ6 SOI GOLIGHT SL HARNESS DASH CONTROL TO BLUEPRINT Warehouse: MIAM 44 Y 220.0055.0000PWLBK003a7AH0P2UX4 SOI GOLIGHT SL BRACKET, DRIVER SIDE MOUNT, TAHOE Warehouse: MIAM Golight® SL Bracket, Driver Side Mount on Chevrolet Tahoe 10/01/25 11:49:29 AM 5Page No. Print Time Print Date Printed By: Edwin Salgado Continued on Next Page a7AH0P2UX4 800-847-8762Telephone: DANA SAFETY SUPPLY, INC 4809 KOGER BLVD GREENSBORO, NC 27407 NORTH PALM BEACH POLICE DEPT 560 US HIGHWAY 1 NORTH PALM BEACH, FL 33408 NORTH PALM BEACH POLICE DEPT 560 US HIGHWAY 1 NORTH PALM BEACH, FL 33408 Sales Quote 596132 NPBPDCustomer No. Sales Quote No. Ship ToBill To Contact: Telephone: Telephone: Contact: 561-848-2525 GEORGE HACHIGIAN 561-848-2525 GEORGE HACHIGIAN Payment MethodCustomer PO NumberF.O.B.Ship Via NET30UPS GROUND FREIGHT FREIGHT ON BOARD Entered By Resale NumberOrdered BySalesperson HATCHEDWIN SALGADO-MiamiEdwin Salgado Order Quantity Extended Price Unit PriceItem Number / DescriptionTaxApprove Quantity (4) TAHOE PATROL 85-8012646341C-6 Quote Date 10/01/25 E-mail: E-mail: finance@village-npb.org;ghachigian@village-npb.org; kdavis@village-npb.orgfinance@village-npb.org;ghachigian@village-npb.org; kdavis@village-npb.org 44 Y 2,420.00605.00007160-2022a7AH0P2V37 GJ WIDE BODY CONSOLE BOX, 2025+ TAHOE Warehouse: MIAM PACKAGE INCLUDES CONSOLE, LOCKING STORAGE COMPARTMENT AND THE FOLLOWING EQUIPMENT MOUNTING BRACKETS: 1- 20033 (SIREN) 1- 15082 (3 CIG./ USB PLATE) ALSO INCLUDES ANY BLANK FILLER PANELS NECESSARY TO COMPLETE THE INSTALLATION. **************************************************** 44 N 1,024.00256.00007160-0220a7AH0P2V8E GJ MONGOOSE 9 LOCKING SLIDE ARM W/TILT SWIVEL Warehouse: MIAM MOUNTS TO POST OR TO FLAT SURFACE (DASH, DOGHOUSE, OR CONSOLE) 44 Y 212.0053.00007160-0846a7AH0P2V8U GJ DUAL INTERNAL CUPHOLDER FOR CONSOLE BOX Warehouse: MIAM 44 Y 672.00168.00007160-1817a7AH0P2VDM GJ REAR MOUNT TALLER REAR ARMREST Warehouse: MIAM Tall Vehicle Specific External Armrest (12.5" High) 44 N 256.0064.000015371a7AH0P2VIT GJ DUAL USB POWER PORT 4.8 A Warehouse: MIAM 10/01/25 11:49:29 AM 6Page No. Print Time Print Date Printed By: Edwin Salgado Continued on Next Page a7AH0P2VIT 800-847-8762Telephone: DANA SAFETY SUPPLY, INC 4809 KOGER BLVD GREENSBORO, NC 27407 NORTH PALM BEACH POLICE DEPT 560 US HIGHWAY 1 NORTH PALM BEACH, FL 33408 NORTH PALM BEACH POLICE DEPT 560 US HIGHWAY 1 NORTH PALM BEACH, FL 33408 Sales Quote 596132 NPBPDCustomer No. Sales Quote No. Ship ToBill To Contact: Telephone: Telephone: Contact: 561-848-2525 GEORGE HACHIGIAN 561-848-2525 GEORGE HACHIGIAN Payment MethodCustomer PO NumberF.O.B.Ship Via NET30UPS GROUND FREIGHT FREIGHT ON BOARD Entered By Resale NumberOrdered BySalesperson HATCHEDWIN SALGADO-MiamiEdwin Salgado Order Quantity Extended Price Unit PriceItem Number / DescriptionTaxApprove Quantity (4) TAHOE PATROL 85-8012646341C-6 Quote Date 10/01/25 E-mail: E-mail: finance@village-npb.org;ghachigian@village-npb.org; kdavis@village-npb.orgfinance@village-npb.org;ghachigian@village-npb.org; kdavis@village-npb.org 88 N 176.0022.00007160-0063a7AH0P2VO1 GJ 12V OUTLET RECEPTACLE ONLY Warehouse: MIAM FITS IN STANDARD 12 V OUTLET RECEPTACLE KNOCKOUT IN PANEL OR CONSOLE. 44 N 1,320.00330.00007160-0250a7AH0P2VTO GJ NOTEPAD V UNIVERSAL COMPUTER CRADLE Warehouse: MIAM WILL ADJUST FOR COMPUTERS WITH THE FOLLOWING: WIDTH - 10.62 TO 16.5 INCHES THICKNESS - UP TO 1.50 INCHES DEPTH - 9.00 TO 12.38 INCHES ************************************************* 44 N 3,540.00885.0000PK1151TAH21a7AH0P2VZQ SMC 10VS XL C UNCOATED POLY PARTITION Warehouse: MIAM #10XL C Uncoated Polycarbonate With Expanded Metal Window Security Screen. Include Recessed Panel & Lower Extension Panels. 2021+ CHEVY TAHOE 44 N 5,700.001,425.0000QK2024TAH21a7AH0P2VZR SMC 2021 TAHOE #12 VS Coated Poly w/ Replacement Seat Warehouse: MIAM OEM Full Replacement Transport Seat TPO Plastic, with Center Pull Seat Belts & #12 Coated Polycarbonate Cargo Partition 10/01/25 11:49:29 AM 7Page No. Print Time Print Date Printed By: Edwin Salgado Continued on Next Page a7AH0P2VZR 800-847-8762Telephone: DANA SAFETY SUPPLY, INC 4809 KOGER BLVD GREENSBORO, NC 27407 NORTH PALM BEACH POLICE DEPT 560 US HIGHWAY 1 NORTH PALM BEACH, FL 33408 NORTH PALM BEACH POLICE DEPT 560 US HIGHWAY 1 NORTH PALM BEACH, FL 33408 Sales Quote 596132 NPBPDCustomer No. Sales Quote No. Ship ToBill To Contact: Telephone: Telephone: Contact: 561-848-2525 GEORGE HACHIGIAN 561-848-2525 GEORGE HACHIGIAN Payment MethodCustomer PO NumberF.O.B.Ship Via NET30UPS GROUND FREIGHT FREIGHT ON BOARD Entered By Resale NumberOrdered BySalesperson HATCHEDWIN SALGADO-MiamiEdwin Salgado Order Quantity Extended Price Unit PriceItem Number / DescriptionTaxApprove Quantity (4) TAHOE PATROL 85-8012646341C-6 Quote Date 10/01/25 E-mail: E-mail: finance@village-npb.org;ghachigian@village-npb.org; kdavis@village-npb.orgfinance@village-npb.org;ghachigian@village-npb.org; kdavis@village-npb.org 44 N 872.00218.0000WK0514TAH21a7AH0P2W06 SMC REAR DOOR WINDOW BARRIER Warehouse: MIAM 44 N 920.00230.0000DK0100TAH21a7AH0P2W0M SMC 2021 TAHOE BLK TPO DOOR PANELS COVERS OEM PANELS Warehouse: MIAM 44 N 1,420.00355.0000GK10301S1UHKa7AH0P2W5E SMC DUAL T-RAIL MOUNT 1 SM 1 UNIV HK Warehouse: MIAM ** Dual T-Rail Mount 1 Small, 1 Universal XL, Handcuff Key Override ** 44 N 4,200.001,050.0000TK0254TAH21a7AH0P2WBW SMC CARGO BOX Warehouse: MIAM TOA TRAY, OPEN TOP WITH ANCHOR POINTS BSK BASE SLIDING WITH KEY LOCK 44 N 1,040.00260.0000TPA9289a7AH0P2WLG SMC CARGO BOX SLIDING RADIO TRAY (TRN) Warehouse: MIAM RADIO TRAY FOR CARGO BOX WITH NO LOCK ************************************** 44 N 2,100.00525.000036-4045a7AH0P2WVF Westin 2021 Chevy Tahoe Elite Push Bumper Warehouse: MIAM 10/01/25 11:49:29 AM 8Page No. Print Time Print Date Printed By: Edwin Salgado Continued on Next Page a7AH0P2WVF 800-847-8762Telephone: DANA SAFETY SUPPLY, INC 4809 KOGER BLVD GREENSBORO, NC 27407 NORTH PALM BEACH POLICE DEPT 560 US HIGHWAY 1 NORTH PALM BEACH, FL 33408 NORTH PALM BEACH POLICE DEPT 560 US HIGHWAY 1 NORTH PALM BEACH, FL 33408 Sales Quote 596132 NPBPDCustomer No. Sales Quote No. Ship ToBill To Contact: Telephone: Telephone: Contact: 561-848-2525 GEORGE HACHIGIAN 561-848-2525 GEORGE HACHIGIAN Payment MethodCustomer PO NumberF.O.B.Ship Via NET30UPS GROUND FREIGHT FREIGHT ON BOARD Entered By Resale NumberOrdered BySalesperson HATCHEDWIN SALGADO-MiamiEdwin Salgado Order Quantity Extended Price Unit PriceItem Number / DescriptionTaxApprove Quantity (4) TAHOE PATROL 85-8012646341C-6 Quote Date 10/01/25 E-mail: E-mail: finance@village-npb.org;ghachigian@village-npb.org; kdavis@village-npb.orgfinance@village-npb.org;ghachigian@village-npb.org; kdavis@village-npb.org 44 N 152.0038.000036-4045WCa7AH0P2X38 WESTIN Wire Cover Warehouse: MIAM 44 N 152.0038.000036-6015SMP4a7AH0P2XBX Westin, Elite Push Bumper Light Channel Warehouse: MIAM 44 Y 300.0075.00003716a7AH0P2XLW WAGAN SLIMLINE 500W INVERTER Warehouse: MIAM 44 N 500.00125.0000ML150LR-1019a7AH0P2XU5 MAG LED RECHARGEABLE FLASHLIGHT, A/C & DC ADAPTERS Warehouse: MIAM 88 N 304.0038.0000MMSU-1a7AH0P2XUL MAGNETIC MIC SINGLE UNIT CONVERSION KIT Warehouse: MIAM (1) SIREN (1) RADIO 44 N 1,240.00310.0000MAMW-NZN7Ra7AH0P2XUM DWC ACCESSORIES, XG-75M/M7300 REMOTE MOUNT Warehouse: MIAM 10/01/25 11:49:29 AM 9Page No. Print Time Print Date Printed By: Edwin Salgado Continued on Next Page a7AH0P2XUM 800-847-8762Telephone: DANA SAFETY SUPPLY, INC 4809 KOGER BLVD GREENSBORO, NC 27407 NORTH PALM BEACH POLICE DEPT 560 US HIGHWAY 1 NORTH PALM BEACH, FL 33408 NORTH PALM BEACH POLICE DEPT 560 US HIGHWAY 1 NORTH PALM BEACH, FL 33408 Sales Quote 596132 NPBPDCustomer No. Sales Quote No. Ship ToBill To Contact: Telephone: Telephone: Contact: 561-848-2525 GEORGE HACHIGIAN 561-848-2525 GEORGE HACHIGIAN Payment MethodCustomer PO NumberF.O.B.Ship Via NET30UPS GROUND FREIGHT FREIGHT ON BOARD Entered By Resale NumberOrdered BySalesperson HATCHEDWIN SALGADO-MiamiEdwin Salgado Order Quantity Extended Price Unit PriceItem Number / DescriptionTaxApprove Quantity (4) TAHOE PATROL 85-8012646341C-6 Quote Date 10/01/25 E-mail: E-mail: finance@village-npb.org;ghachigian@village-npb.org; kdavis@village-npb.orgfinance@village-npb.org;ghachigian@village-npb.org; kdavis@village-npb.org 44 N 220.0055.0000AN-225001-004a7AH0P2XV0 COOPER GENERAL ANTENNA ELEMENT 700/800 2DB LOW PROFILR Warehouse: MIAM 44 N 300.0075.0000AN-125001-001a7AH0P2Y3P COOPER GENERAL ANTENNA BASE STANDARD ROOF MNT LOW LOSS Warehouse: MIAM 44 N 900.00225.0000SHOP-MIAMIa7AH0P2YDO MISC INSTALLATION SUPPLIES I.E. Warehouse: MIAM CUSTOM WIRE HARNESS, 100 AMP RESETTABLE BREAKER, 6 GANG FUSE PANEL, (2) EXTENSION CABLE FOR POWER INVERTER AND TERMINAL BOXES. TERMINAL BOXES TO BE MOUNTED ON FRONT CONSOLE. LOOM, WIRE, HARDWARE, CONNECTORS, ETC ************************************************ 44 N 14,040.003,510.0000INSTALLa7AH0P2YE4 DSS INSTALLATION OF EQUIPMENT Warehouse: MIAM INSTALLATION BY EVT CERTIFY INSTALLERS. INSTALL INCLUDES ALL ABOVE EQUIPMENT PLUS THE BELOW ITEMS THAT THE CUSTOMER WILL PROVIDE PRIOR BEGINNING OF VEHICLE BUILD, * STALKER RADAR W/ 2 ANTENNAS LABOR RATE AS PER MIAMI CONTRACT @ $65.00 PER HOUR LABOR HOURS PER VEHICLE: 54.0 10/01/25 11:49:29 AM 10Page No. Print Time Print Date Printed By: Edwin Salgado Continued on Next Page a7AH0P2YE4 800-847-8762Telephone: DANA SAFETY SUPPLY, INC 4809 KOGER BLVD GREENSBORO, NC 27407 NORTH PALM BEACH POLICE DEPT 560 US HIGHWAY 1 NORTH PALM BEACH, FL 33408 NORTH PALM BEACH POLICE DEPT 560 US HIGHWAY 1 NORTH PALM BEACH, FL 33408 Sales Quote 596132 NPBPDCustomer No. Sales Quote No. Ship ToBill To Contact: Telephone: Telephone: Contact: 561-848-2525 GEORGE HACHIGIAN 561-848-2525 GEORGE HACHIGIAN Payment MethodCustomer PO NumberF.O.B.Ship Via NET30UPS GROUND FREIGHT FREIGHT ON BOARD Entered By Resale NumberOrdered BySalesperson HATCHEDWIN SALGADO-MiamiEdwin Salgado Order Quantity Extended Price Unit PriceItem Number / DescriptionTaxApprove Quantity (4) TAHOE PATROL 85-8012646341C-6 Quote Date 10/01/25 E-mail: E-mail: finance@village-npb.org;ghachigian@village-npb.org; kdavis@village-npb.orgfinance@village-npb.org;ghachigian@village-npb.org; kdavis@village-npb.org 44 N 1,040.00260.0000INSTALLa7AH0P2YEJ DSS INSTALLATION OF EQUIPMENT Warehouse: MIAM INSTALL OF CUSTOMER PROVIDED POLICE RADIO W/ ROOF MOUNTED ANTENNA. LABOR RATE AS PER MIAMI CONTRACT @ $65.00 PER HOUR LABOR HOURS PER VEHICLE: 4.0 44 Y 560.00140.0000TINT-MIAMI 7a7AH0P2YEZ TINT MIAMI (7) WINDOWS / SUV Warehouse: MIAM PER MIAMI CONTRACT: ADD-ON Services - Window Tinting with Labor Included for Sports Utility Vehicles. 15% ALL AROUND 15% SUNSTRIP 44 N 800.00200.0000DELIVERYa7AH0P2YS0 DELIVERY OF VEHICLES BY DSS Warehouse: MIAM ONE WAY DELIVER FROM DSS TO NPBPD ** 2025 CHEVY TAHOE PPV, PATROL UNIT *** ** PRICES PER CITY OF MIAMI CONTRACT #1301386 WITH ADDITIONAL DISCOUNT APPLIED. ** Approved By: Approve All Items & Quantities Quote Good for 30 Days 10/01/25 11:49:29 AM 11Page No. Print Time Print Date Printed By: Edwin Salgado Order Total Freight Subtotal 73,020.00 0.00 73,020.00 a7AH0P2YS0 800-847-8762Telephone: DANA SAFETY SUPPLY, INC 4809 KOGER BLVD GREENSBORO, NC 27407 NORTH PALM BEACH POLICE DEPT 560 US HIGHWAY 1 NORTH PALM BEACH, FL 33408 NORTH PALM BEACH POLICE DEPT 560 US HIGHWAY 1 NORTH PALM BEACH, FL 33408 Sales Quote 596132 NPBPDCustomer No. Sales Quote No. Ship ToBill To Contact: Telephone: Telephone: Contact: 561-848-2525 GEORGE HACHIGIAN 561-848-2525 GEORGE HACHIGIAN Payment MethodCustomer PO NumberF.O.B.Ship Via NET30UPS GROUND FREIGHT FREIGHT ON BOARD Entered By Resale NumberOrdered BySalesperson HATCHEDWIN SALGADO-MiamiEdwin Salgado Order Quantity Extended Price Unit PriceItem Number / DescriptionTaxApprove Quantity (4) TAHOE PATROL 85-8012646341C-6 Quote Date 10/01/25 E-mail: E-mail: finance@village-npb.org;ghachigian@village-npb.org; kdavis@village-npb.orgfinance@village-npb.org;ghachigian@village-npb.org; kdavis@village-npb.org 10/01/25 11:49:29 AM 1Page No. Print Time Print Date Printed By: Edwin Salgado Order Total Freight Subtotal 73,020.00 0.00 73,020.00 a7AH0P2YS0 AL PACKER EAST COLLISION CENTER Workfile ID: Federal ID: State ID: License Number: 13f5a6a2 52-0959698 MV-01100 MV-01100"Quality means doing it right when no one is looking" - Henry Ford 1530 NORTH MILITARY TRAIL, WEST PALM BEACH, FL 33409 Phone: (561) 689-6550 x1392 FAX: (561) 686-8880 Estimate RO Number: Customer:Insurance:Adjuster:Estimator:BRIAN S. GROSSO VILLAGE OF NORTH PALM Phone:Create Date:9/22/2025 Claim: Loss Date: (561) 602-9954 Deductible: 2025 CHEV Tahoe LT 4WD 4D UTV 8-5.3L Gasoline Direct Injection WHITE TO BLACK VIN:Interior Color:Mileage In:Vehicle Out: License:Exterior Color:WHITE TO BLACK Mileage Out: State:Production Date:Condition:Job #: Line Ver Operation Description Qty Extended Price $ Part Type Labor Type Paint 1 E01 FRONT BUMPER & GRILLE 2 E01 Overhaul O/H bumper assy OEM 4.0T Body 3 E01 Refinish Bumper cover 2.9T 4 E01 Add for Clear Coat 1.2T 5 E01 FRONT LAMPS 6 E01 Remove/Install RT Side marker lamp 0.2T Body 7 E01 Remove/Install LT Side marker lamp 0.2T Body 8 E01 Remove/Install RT Headlamp assy w/DRL 0.5T Body 9 E01 Remove/Install LT Headlamp assy w/DRL 0.5T Body 10 E01 HOOD 11 E01 Remove/Install R&I hood assy 0.6T Body 12 E01 Refinish Hood (ALU)3.2T 13 E01 Add for Clear Coat 1.3T 14 E01 FENDER 15 E01 Refinish RT Fender 2.2T 16 E01 Overlap Major Adj. Panel (0.4)T 17 E01 Add for Clear Coat 0.4T 18 E01 Refinish LT Fender 2.2T 19 E01 Overlap Major Adj. Panel (0.4)T 20 E01 Add for Clear Coat 0.4T 21 E01 Remove/Install RT Fender liner w/o Z71, Police, SSV 0.3T Body 22 E01 Remove/Install LT Fender liner w/o Z71, Police, SSV 0.3T Body 23 E01 ELECTRICAL 24 E01 Refinish Antenna assy w/sat radio 0.4T T = Taxable Item, RPD = Related Prior Damage, AA = Appearance Allowance, UPD = Unrelated Prior Damage, PDR = Paintless Dent Repair, A/M = Aftermarket, Rechr = Rechromed, Reman = Remanufactured, OEM = New Original Equipment Manufacturer, Recor = Re-cored, RECOND = Reconditioned, LKQ = Like Kind Quality or Used, Diag = Diagnostic, Elec = Electrical, Mech = Mechanical, Ref = Refinish, Struc = Structural 9/22/2025 11:14:06 AM Page 1 Estimate RO Number: 2025 CHEV Tahoe LT 4WD 4D UTV 8-5.3L Gasoline Direct Injection WHITE TO BLACK 25 E01 Overlap Minor Panel (0.2)T 26 E01 Add for Clear Coat 0.1T 27 E01 ROOF 28 E01 Refinish Roof panel w/o luggage rails 5.4T 29 E01 Overlap Major Non-Adj. Panel (0.2)T 30 E01 Add for Clear Coat 1.0T 31 E01 PILLARS, ROCKER & FLOOR 32 E01 Remove/Install RT Step bar assy black 0.7T Body 33 E01 Remove/Install LT Step bar assy black 0.7T Body 34 E01 Refinish RT Uniside assy 4.0T 35 E01 Overlap Major Adj. Panel (0.4)T 36 E01 Add for Clear Coat 0.7T 37 E01 Refinish LT Uniside assy 4.0T 38 E01 Overlap Major Adj. Panel (0.4)T 39 E01 Add for Clear Coat 0.7T 40 E01 QUARTER PANEL 41 E01 Refinish RT Quarter panel 2.7T 42 E01 Overlap Major Adj. Panel (0.4)T 43 E01 Add for Clear Coat 0.5T 44 E01 Refinish LT Quarter panel 2.7T 45 E01 Overlap Major Adj. Panel (0.4)T 46 E01 Add for Clear Coat 0.5T 47 E01 Refinish Fuel door 0.5T 48 E01 Overlap Minor Panel (0.2)T 49 E01 Add for Clear Coat 0.1T 50 E01 Remove/Install RT Front molding black 0.2T Body 51 E01 Remove/Install LT Front molding black 0.2T Body 52 E01 Remove/Install RT Wheelhouse liner 0.3T Body 53 E01 Remove/Install LT Wheelhouse liner 0.3T Body 54 E01 Sublet RT Qtr glass GM, w/o glass breakage sensor w/o privacy tint 1 150.00 Glass 55 E01 Sublet LT Qtr glass GM, w/o glass breakage sensor w/o privacy tint 1 150.00 Glass 56 E01 LIFT GATE 57 E01 Refinish Lift gate 2.4T 58 E01 Overlap Major Adj. Panel (0.4)T 59 E01 Add for Clear Coat 0.4T 60 E01 Remove/Install R&I spoiler 0.5T Body 61 E01 Refinish Spoiler 1.4T 62 E01 Overlap Major Non-Adj. Panel (0.2)T 63 E01 Add for Clear Coat 0.2T 64 E01 Remove/Install Applique panel 0.5T Body 65 E01 Remove/Install Handle 0.2T Body 66 E01 Refinish Handle 0.6T 67 E01 Overlap Minor Panel (0.2)T T = Taxable Item, RPD = Related Prior Damage, AA = Appearance Allowance, UPD = Unrelated Prior Damage, PDR = Paintless Dent Repair, A/M = Aftermarket, Rechr = Rechromed, Reman = Remanufactured, OEM = New Original Equipment Manufacturer, Recor = Re-cored, RECOND = Reconditioned, LKQ = Like Kind Quality or Used, Diag = Diagnostic, Elec = Electrical, Mech = Mechanical, Ref = Refinish, Struc = Structural 9/22/2025 11:14:06 AM Page 2 Estimate RO Number: 2025 CHEV Tahoe LT 4WD 4D UTV 8-5.3L Gasoline Direct Injection WHITE TO BLACK 68 E01 Add for Clear Coat 0.1T 69 E01 Remove/Replace Nameplate "TAHOE" w/o RST, Z71 1 70.22T OEM 0.2T Body 70 E01 Remove/Replace Nameplate "LT"1 25.43T OEM 0.2T Body 71 E01 REAR LAMPS 72 E01 Remove/Install RT Tail lamp w/o animated lighting 0.4T Body 73 E01 Remove/Install LT Tail lamp w/o animated lighting 0.4T Body 74 E01 REAR BUMPER 75 E01 Overhaul O/H bumper assy OEM 3.2T Body 76 E01 Refinish Bumper cover w/o Police, Commercial 3.0T 77 E01 Add for Clear Coat 1.2T 78 E01 MISCELLANEOUS OPERATIONS 79 E01 Remove/Replace Cover car/bag OEM 0.2T Body 80 E01 SAND PANELS TO REFINISH 5.0T Body 81 E01 LEAVE JAMBS WHITE JUST EXTERIOR CHANGE TO BLACK Estimate Totals Discount $Markup $Rate $Total Hours Total $ Parts 95.65 Labor, Body 45.00 19.8 891.00 Labor, Refinish 45.00 42.6 1,917.00 Material, Paint 38.00 42.6 1,618.80 Miscellaneous 300.00 Subtotal 4,822.45 Sales Tax 0.00 Grand Total 4,822.45 Net Total 4,822.45 Estimate Version Total $ Original 4,822.45 Insurance Total $:0.00 Received from Insurance $:0.00 Balance due from Insurance $:0.00 Customer Total $:4,822.45 Received from Customer $:0.00 Balance due from Customer $:4,822.45 T = Taxable Item, RPD = Related Prior Damage, AA = Appearance Allowance, UPD = Unrelated Prior Damage, PDR = Paintless Dent Repair, A/M = Aftermarket, Rechr = Rechromed, Reman = Remanufactured, OEM = New Original Equipment Manufacturer, Recor = Re-cored, RECOND = Reconditioned, LKQ = Like Kind Quality or Used, Diag = Diagnostic, Elec = Electrical, Mech = Mechanical, Ref = Refinish, Struc = Structural 9/22/2025 11:14:06 AM Page 3