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10-27-2022 VC REG-A with attachments VILLAGE OF NORTH PALM BEACH REGULAR SESSION AGENDA VILLAGE HALL COUNCIL CHAMBERS THURSDAY, OCTOBER 27, 2022 501 U.S. HIGHWAY 1 7:00 PM Deborah Searcy David B. Norris Susan Bickel Darryl C. Aubrey Mark Mullinix Mayor Vice Mayor President Pro Tem Councilmember Councilmember Chuck Huff Leonard G. Rubin Jessica Green Interim 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/CivicAlerts.aspx?AID=496 ROLL CALL INVOCATION - MAYOR PLEDGE OF ALLEGIANCE - VICE MAYOR AWARDS AND RECOGNITION 1. Commendation – North Palm Beach Fire Rescue APPROVAL OF MINUTES 2. Minutes of the Special Emergency Session held September 28, 2022 3. Minutes of the Regular Session held October 13, 2022 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. DECLARATION OF EX PARTE COMMUNICATIONS Regular Session Agenda, October 27, 2022 Page 2 of 3 PUBLIC HEARINGS AND QUASI-JUDICIAL MATTERS 4. MOTION – APPEAL OF PLANNING COMMISSION'S DENIAL OF 200 YACHT CLUB DRIVE PROJECT Consider a motion to grant the appeal and approve the application for site plan and appearance review with waivers; or deny the appeal and reject the application for site plan and appearance review with waivers. 5. PUBLIC HEARING AND 2ND READING OF ORDINANCE 2022-18 – CODE AMENDMENT – IMPLEMENT THE RECOMMENDATIONS OF THE AD HOC COMMITTEE Consider a motion to adopt and enact on second reading Ordinance 2022-18 Amending Appendix C (Chapter 45) of the Village Code of Ordnances to implement the recommendations of the Ad-Hoc Committee; amending Article III, “District Regulations,” by amending section 45-27, “R-1 Single-Family Dwelling District,” to regulate the volume and massing of Two-Story Dwellings; amending Article VII, “Nonconforming Uses of Land and Structures," by amending Section 45-64, “Nonconforming Structures," to allow the reconstruction of Nonconforming Residential Structures under specified circumstances. 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. 6. RESOLUTION – Announcing the date of the Village General Election and Run Off Election, if necessary; designating voting locations; requesting that the Supervisor of Elections conduct the Election; authorizing the Supervisor of Elections to certify the accuracy of the tabulation equipment and handle, certify and canvass all ballots, including absentee ballots; and designating the Canvassing Board. 7. RESOLUTION – Approving an Agreement for Vote Processing Equipment use and Elections Services with the Palm Beach County Supervisor of Elections; and authorizing execution of the Agreement. 8. RESOLUTION – Approving and authorizing the purchase of Firefighter Protective Clothing (Bunker Gear) from Bennett Fire Products Company, Inc. at a total cost of $28,090.08. 9. Receive for file Minutes of the Recreation Advisory Board meeting held 9/13/22. 10. Receive for file Minutes of the Golf Advisory Board meeting held 9/19/22. OTHER VILLAGE BUSINESS MATTERS 11. RESOLUTION – AMENDMENT TO CONTRACT FOR 4TH OF JULY FIREWORKS DISPLAY Consider a motion to adopt a resolution approving an Amendment to the Contract with Starfire Corporation to provide a Fireworks Display for the 2023 4th of July Celebration; extending the term for an additional one-year period and increasing the compensation to $30,000; and authorizing execution of the Amendment. 12. RESOLUTION – AMENDMENT TO CONTRACT FOR HERITAGE DAY AMUSEMENT RIDES Consider a motion to adopt a resolution approving an Amendment to the Contract with Big Fun, Inc. to provide amusement rides for Heritage Day 2023; extending the term for an additional one -year period and increasing the compensation to $55,860; and authorizing execution of the Amendment. COUNCIL AND ADMINISTRATION MATTERS MAYOR AND COUNCIL MATTERS/REPORTS VILLAGE MANAGER MATTERS/REPORTS REPORTS (SPECIAL COMMITTEES AND ADVISORY BOARDS) Regular Session Agenda, October 27, 2022 Page 3 of 3 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. VILLAGE OF NORTH PALM BEACH COMMENDATION NORTH PALM BEACH FIRE RESCUE WHEREAS, on September 28, 2022, the Southwest Coast of Florida suffered terrible loss and destruction as a result of Hurricane Ian; and WHEREAS, the local Fire Rescue Departments were overwhelmed with calls for service; and WHEREAS, those local Fire Rescue personnel, while serving their citizens had no time to attend to their own properties; and WHEREAS, the fellowship of the Fire Service has a storied history of supporting their own in times of need, it was deemed appropriate for members of the North Palm Beach Fire Rescue Department to volunteer and join other fire rescue agencies to assist with recovery efforts at the properties of these Southwest Florida firefighters; and WHEREAS, a crew of seven North Palm Beach Fire Rescue personnel, led b y Captain Anthony Giarrusso and consisting of Firemedic John Abdul, Firemedic Steven Brandt, Firemedic Hannah McCord, Firemedic Stephen Talpesh, Firemedic Fred Vaccaro and Driver/Engineer Frank Winewski, traveled to the Southwest Coast between October 5 and October 7, 2022 and assisted in these recovery efforts in Port Charlotte, North Port, Punta Gorda and Bonita Springs. NOW, THEREFORE, on this 27th day of October 2022, the Village Council of the Village of North Palm Beach recognize those North Palm Beach Fire Rescue personnel who participated in the aforementioned recovery efforts and thank them for representing their Department, and the Village of North Palm Beach, with dedication, selflessness and exemplary public service. Vංඅඅൺ඀ൾ Cඈඎඇർංඅ ඈൿ Nඈඋඍඁ Pൺඅආ Bൾൺർඁ Darryl Aubrey David Norris Deborah Searcy Susan Bickel Mark Mullinix Cඈඎඇർංඅආൾආൻ.උ Vංർൾ Mൺඒඈඋ Mൺඒඈඋ Pඋൾඌංൽൾඇඍ Pඋඈ Tൾආ Cඈඎඇർංඅආൾආൻൾඋ DRAFT MINUTES OF THE SPECIAL EMERGENCY SESSION VILLAGE COUNCIL OF NORTH PALM BEACH, FLORIDA SEPTEMBER 28, 2022 Present: Deborah Searcy, Mayor Susan Bickel, President Pro Tem Darryl C. Aubrey, Sc.D., Councilmember Mark Mullinix, Councilmember Chuck Huff, Interim Village Manager Len Rubin, Village Attorney Jessica Green, Village Clerk Absent: David B. Norris, Vice Mayor ROLL CALL Mayor Searcy called the meeting to order at 10:30 a.m. All members of Council were present, except for Vice Mayor Norris. All members of staff were present, except the Village Attorney. Mr. Huff gave an update on Hurricane Ian and requested that Council pass a resolution declaring a local state of emergency. Police Chief Richard Jenkins gave an update on Hurricane Ian and the emergency preparation measures that were being undertaken by Palm Beach County and by the Village. RESOLUTION 2022-84 – DECLARING LOCAL STATE OF EMERGENCY A motion was made by Councilmember Mullinix and seconded by Councilmember Aubrey to adopt Resolution 2022-84 entitled: A RESOLUTION OF THE VILLAGE COUNCIL OF THE VILLAGE OF NORTH PALM BEACH, FLORIDA, DECLARING A LOCAL STATE OF EMERGENCY WITHIN THE VILLAGE DUE TO THE IMPACTS OF HURRICANE IAN; PROVIDING FOR CONFLICTS; AND PROVIDING FOR AN EFFECTIVE DATE. Thereafter, the motion to adopt Resolution 2022-84 passed with all present voting aye. Mayor Searcy requested that updates on the Village’s preparations for the hurricane be sent to residents. ADJOURNMENT With no further business to come before the Council, the meeting adjourned at 10:40 a.m. DRAFT MINUTES OF THE REGULAR SESSION VILLAGE COUNCIL OF NORTH PALM BEACH, FLORIDA OCTOBER 13, 2022 Present: Deborah Searcy, Mayor David B. Norris, Vice Mayor Susan Bickel, President Pro Tem Darryl C. Aubrey, Sc.D., Councilmember Mark Mullinix, Councilmember Chuck Huff, Interim Village Manager Len Rubin, Village Attorney Jessica Green, Village Clerk ROLL CALL Mayor Searcy called the meeting to order at 7:00 p.m. All members of Council were present. All members of staff were present. INVOCATION AND PLEDGE OF ALLEGIANCE Mayor Searcy gave the invocation and Vice Mayor Norris led the public in the Pledge. APPROVAL OF MINUTES The Minutes of the the Regular Session held September 22, 2022 were approved as written. STATEMENTS FROM THE PUBLIC Sal Garcia, 714 Northlake Ct., #108, stated that he was an employee in the Village’s Public Works Sanitation Department and expressed the importance of the negotiations that took place to reach an agreement between the Village and the Federation of Public Employees. Mr. Garcia stated that he would be attending more Council meetings to express any concerns or ask questions on behalf of the Federation. Bob Starkie, 36 Yacht Club Drive, expressed his concerns and gave highlighted points regarding the proposed 200 Yacht Club Drive project. Mr. Starkie thanked Council for returning his phone call and listening to his concerns. Diane Smith, 37 Yacht Club Drive, thanked the Public Works Department employees for their service and expressed her concerns regarding the proposed 200 Yacht Club Drive project. Draft Minutes of the Village Council Regular Session held October 13, 2022 Page 2 of 5 PUBLIC HEARINGS AND QUASI-JUDICIAL MATTERS ORDINANCE 2022-18 CODE AMENDMENT – IMPLEMENT THE RECOMMENDATIONS OF THE AD HOC COMMITTEE A motion was made by Councilmember Aubrey and seconded by President Pro Tem Bickel to adopt on first reading Ordinance 2022-18 entitled: AN ORDINANCE OF THE VILLAGE COUNCIL OF THE VILLAGE OF NORTH PALM BEACH, FLORIDA, AMENDING APPENDIX C (CHAPTER 45) OF THE VILLAGE CODE OF ORDINANCES TO IMPLEMENT THE RECOMMENDATIONS OF THE AD HOC COMMITTEE; AMENDING ARTICLE III, “DISTRICT REGULATIONS,” BY AMENDING SECTION 45-27, “R-1 SINGLE-FAMILY DWELLING DISTRICT,” TO REGULATE THE VOLUME AND MASSING OF TWO-STORY DWELLINGS; AMENDING ARTICLE VII, “NONCONFORMING USES OF LAND AND STRUCTURES,” BY AMENDING SECTION 45-64, “NONCONFORMING STRUCTURES,” TO ALLOW THE RECONSTRUCTION OF NONCONFORMING RESIDENTIAL STRUCTURES UNDER SPECIFIED CIRCUMSTANCES; PROVIDING FOR CODIFICATION; PROVIDING FOR SEVERABILITY; PROVIDING FOR CONFLICTS; PROVIDING FOR AN EFFECTIVE DATE; AND FOR OTHER PURPOSES. Bill Whiteford, Chair of the Ad Hoc Residential Code Committee, gave a brief history, update and explanation of the Committee and its recommendations. Shawn Woods member of the Ad Hoc Residential Code Committee gave a brief presentation regarding home sales and the mortgage industry and how it related to homes within the Village. Mrs. Woods discussed and explained past and present United States real estate data on home sales, home prices, inventory, mortgage rates, affordability, closed sales within the last six (6) months and residential inventory within the Village. Interim Community Development Director Alex Ahrenholz began a presentation regarding the Ad Hoc Residential Code Committee’s code revision recommendations. Mr. Ahrenholz explained and discussed the adopted Zoning in Progress Standard which would expire on October 28, 2022. The goal of the Zoning in Progress was to discourage large blank walls and boxy architecture. Mr. Ahrenholz showed examples of homes that fit that description. Mr. Ahrenholz showed an example of a new home that was submitted under the ZIP standard with the second story being 54% of the area of the first floor and meeting the maximum 75% second story area requirement. Mr. Ahrenholz discussed and explained example regulations of other municipalities. Mr. Ahrenholz discussed and explained sidewall articulation solutions stating that the City of Winter Park required a two (2) foot articulation for every thirty-six (36) feet. Mr. Ahrenholz discussed and explained the proposed language of the ordinance that would revise the code related to single family homes and non-conforming uses and structures. Mr. Ahrenholz reviewed examples of second story setbacks between different sized homes and lots and showed examples. Mr. Ahrenholz concluded the presentation stating that the Planning Commission passed the proposed changes 6 to 0 and had discussion on clarifying wording of when the second story setback is measured. A one (1) story home that exceeds fifteen (15) feet for large entry could be interpreted to need a thirty (30) foot front setback. “The second story setback shall only be applicable to a two-story structure with a building wall that exceeds fifteen (15) feet in height.” Draft Minutes of the Village Council Regular Session held October 13, 2022 Page 3 of 5 ORDINANCE 2022-18 CODE AMENDMENT – IMPLEMENT THE RECOMMENDATIONS OF THE AD HOC COMMITTEE continued Deborah Cross, 2560 Pepperwood Circle S, expressed her concern regarding the need for required articulation for a one (1) story home. Mayor Searcy thanked staff and the Ad Hoc Residential Code Committee for all of their time and efforts in producing and presenting the code revision recommendations. Vice Mayor Norris asked for clarification on articulation requirements. Mr. Whiteford explained and clarified when and if articulation requirements would need to be addressed in a new home. Discussion ensued between Mr. Whiteford and Council. Councilmember Mullinix thanked the Ad Hoc Residential Code Committee and expressed his concerns with the proposed code revisions. Councilmember Mullinix stated that he could not support the revised code as presented and recommended having a professional firm write the code revisions. Discussion ensued between Council, Mr. Rubin and Mr. Ahrenholz regarding concerns on particular wording in Section 45-27(D)(4) addressing the applicability of the second story setback and Section 45-27(E) addressing the applicability of the building wall articulation requirement. Mr. Rubin stated that the proposed ordinance would be brought back for second reading with the recommended revisions. Thereafter, the motion to adopt on first reading Ordinance 2022-18 passed 4 to 1 with Mayor Searcy, Vice Mayor Norris, President Pro Tem Bickel and Councilmember Aubrey voting aye and Councilmember Mullinix voting nay. President Pro Tem Bickel stepped out of the meeting. CONSENT AGENDA APPROVED Councilmember Mullinix moved to approve the Consent Agenda. Councilmember Aubrey seconded the motion, with all present voting aye. The following items were approved: Motion approving the suspension of the 11/24/22 and 12/22/22 Council meetings in observance of national holidays. Resolution approving a proposal from Advance Recreational Concepts LLC for the purchase of new playground equipment for Anchorage Park and approving a proposal from Play Space Services, Inc. for the installation of the equipment, construction of an ADA Compliant Pathway to the playground and installation of mulch and sod at a total cost of $55,530.57; and authorizing execution of the Contracts. Resolution approving a Third Amendment to the Cross Parking Agreement with the First Unitarian Church and to extend the term and modify the annual payment to $6,450; and authorize execution of the Third Amendment. Receive for file Minutes of the Golf Advisory Board Meeting held 8/15/22. President Pro Tem Bickel returned to the meeting. Draft Minutes of the Village Council Regular Session held October 13, 2022 Page 4 of 5 RESOLUTION 2022-87 – FPE COLLECTIVE BARGAINING AGREEMENT A motion was made by Vice Mayor Norris and seconded by Councilmember Aubrey to adopt Resolution 2022-87 entitled: A RESOLUTION OF THE VILLAGE COUNCIL OF THE VILLAGE OF NORTH PALM BEACH, FLORIDA, APPROVING A COLLECTIVE BARGAINING AGREEMENT BETWEEN THE VILLAGE AND THE FEDERATION OF PUBLIC EMPLOYEES AND AUTHORIZING THE MAYOR AND VILLAGE CLERK TO EXECUTE THE AGREEMENT ON BEHALF OF THE VILLAGE; PROVIDING FOR CONFLICTS; AND PROVIDING FOR AN EFFECTIVE DATE. Mr. Huff stated that the negotiation process for the Collective Bargaining Agreement was the best negotiation he has experienced out of all past negotiations he had been a part of. Human Resources Director Renee Govig discussed and explained the negotiated changes to the Collective Bargaining Agreement. Ms. Govig expressed appreciation to Mr. Garcia for his help in the negotiation process. Mayor Searcy and Councilmember Mullinix expressed their gratitude to the Village employees that are part of the Federation of Public Employees. Thereafter, the motion to adopt Resolution 2022-87 passed unanimously. RESOLUTION 2022-88 – AMENDMENT TO CONTRACT FOR BUILDING INSPECTION SERVICES A motion was made by Councilmember Mullinix and seconded by President Pro Tem Bickel to adopt Resolution 2022-88 entitled: A RESOLUTION OF THE VILLAGE COUNCIL OF THE VILLAGE OF NORTH PALM BEACH, FLORIDA APPROVING AN AMENDMENT TO THE CONTRACT WITH HY-BYRD INCORPORATED TO PROVIDE BUILDING INSPECTION SERVICES AND AUTHORIZING THE MAYOR AND VILLAGE CLERK TO EXECUTE THE AMENDMENT ON BEHALF OF THE VILLAGE; PROVIDING FOR CONFLICTS; AND PROVIDING FOR AN EFFECTIVE DATE. Mr. Ahrenholz explained that the Amendment was to extend the term of the contract with Hy-Byrd, Inc. for building inspection services through Fiscal Year 2023. Thereafter, the motion to adopt Resolution 2022-88 passed unanimously. RESOLUTION 2022-89 – UNDERGROUND STORMWATER DRAINAGE SYSTEM CAMERA A motion was made by President Pro Tem Bickel and seconded by Councilmember Mullinix to adopt Resolution 2022-89 entitled: A RESOLUTION OF THE VILLAGE COUNCIL OF THE VILLAGE OF NORTH PALM BEACH, FLORIDA APPROVING THE PURCHASE OF ONE ENVIROSIGHT ROVVER X CRAWLER CAMERA TO INSPECT THE VILLAGE’S UNDERGROUND STORMWATER DRAINAGE SYSTEM FROM ENVIRONMENTAL PRODUCTS GROUP, INC. D/B/A ENVIRONMENTAL PRODUCTS OF FLORIDA PURSUANT TO PRICING ESTABLISHED IN AN EXISTING CITY OF TALLAHASSEE CONTRACT; AND PROVIDING FOR AN EFFECTIVE DATE. Draft Minutes of the Village Council Regular Session held October 13, 2022 Page 5 of 5 RESOLUTION 2022-89 – UNDERGROUND STORMWATER DRAINAGE SYSTEM CAMERA continued Field Operations Manager Marc Holloway discussed and explained the purpose of the camera and why it was necessary. The camera would give staff a more proactive approach in addressing any potential issues with the Village’s underground stormwater drainage system. Mr. Holloway discussed and explained the usage, maintenance and warranty of the remote controlled camera system, Thereafter, the motion to adopt Resolution 2022-89 passed unanimously. MAYOR AND COUNCIL MATTERS/REPORTS Mayor Searcy thanked all Village staff for their hard work in preparing for Hurricane Ian. Mayor Searcy thanked Leisure Services staff for a successful Touch a Truck event. Mayor Searcy announced that the new Fire Truck for the Fire Department had arrived and that there would be a wash down and push in ceremony scheduled for the truck in November. Mayor Searcy invited residents to come out for the Christmas Tree Lighting Ceremony. President Pro Tem Bickel announced that the North Palm Beach Symphony Concert would be taking place on December 5th. President Pro Tem Bickel asked Head Golf Professional Allan Bowman to discuss the new jars of honey that were being sold at the Country Club. Mr. Bowman stated that honey was retrieved from bee hives at the Country Club. One hundred and thirty- three (133) pounds of honey had been harvested, jarred and labeled with the Village’s logo on the jar and were being sold at the Country Club golf shop for eleven dollars ($11). Councilmember Mullinix stated that there were overgrown tree branches on five (5) different trees at Lakeside Park that needed to be cut back. Councilmember Mullinix asked if the time for Council meetings could be changed back to 7:30 p.m. Councilmembers did not agree that it was conducive to change the time of Council Meetings from 7 p.m. back to 7:30 p.m. President Pro Tem Bickel stated there were some complaints regarding safety concerns with the current playground equipment at Anchorage Park. Director of Leisure Services Zak Sherman explained the issues and what was being done to resolve them until the new playground equipment was installed. Mr. Sherman stated that he would post signs warning of the potential hazards on the old playground equipment. VILLAGE MANAGER MATTERS/REPORTS Mr. Huff thanked Village staff for their efforts and teamwork in preparing for Hurricane Ian. ADJOURNMENT There being no further business to come before the Council, the meeting was adjourned at 8:23 p.m. VILLAGE OF NORTH PALM BEACH COMMUNITY DEVELOPMENT DEPARTMENT TO: Honorable Mayor and Council THRU: Chuck Huff, Interim Village Manager FROM: Alex Ahrenholz, Acting Director of Community Development DATE: October 27, 2022 SUBJECT: MOTION – Appeal of Planning Commission’s Denial of 200 Yacht Club Drive Project Summary of request: At its September 6, 2022 meeting, the Village of North Palm Beach Planning Commission reviewed the application for site plan and appearance approval with waivers filed by Robbins NPB LLC, the owner of 4.09 acres of real property located on the southeast corner of Yacht Club Drive and U.S. Highway One at 200 Yacht Club Drive. The Applicant was initially seeking approval of 181 residential units and 1,578 square feet of commercial space on the Property, including four live-work units. During the approval process, the Applicant agreed to reduce the number of units to 177 and increase the amount of commercial space to 5,802 square feet. The Planning Commission raised various issues with the proposed Project, including, but not limited to, the requested waivers, density, traffic circulation and consistency with both the Village Comprehensive Plan and the Village’s Citizens’ Master Plan. Ultimately, the Planning Commission voted to deny the Project, finding that the waiver from Section 45-31(G)(3) of the Village Code, requiring a seven-foot perpetual sidewalk dedicated to the Village along the U.S. Highway One front age, did not meet the criteria for a waiver set forth in Section 45-51 of the Village Code. The motion to deny passed by a vote of 5 to 2, and a copy of the Planning Commission’s Order is attached. Section 45-51(1) of the Village Code requires that an applicant requesting a waiver “demonstrate that the waiver provides a public benefit, including, by way of example, high-quality architectural design, pedestrian amenities, no cost dedication of rights-of -way, construction of public parking, public art or other improvement adjacent to the property, preservation of environmentally sensitive lands, provision of public parks and/or open spaces, or mixed uses which reduce impacts on village services.” Section 45-51(3) requires, among other things, consideration of the following factors when evaluating waiver requests:  The extent to which the alternate standard proposed by the applicant differs from the code’s standard that would be waived;  Whether the granting of the waiver will lead to innovative design in wh ich other minimum standards are exceeded;  Whether the request clearly demonstrate the public benefits to be derived;  Whether the request furthers the goals of the village master plan, and exemplifies the architectural, building and site design techniques desired within the Village’s Appearance Plan;  The effect of approving or denying the waiver on the development project and the surrounding area; and  Consistency with the comprehensive plan. On September 16, 2022, the applicant, through its legal counsel, filed an appeal of the Planning Commission’s denial of the waiver pursuant to Section 45-51(6) of the Village Code. That section allows the applicant or any interested party to file an appeal to the Village Council on any decision on waivers. However, that section further provides that “such an appeal will also function as an appeal of the site plan and appearance review application.” Because this is an appeal, the Village Council’s review of the application shall be based solely on the record of the proceedings before the Planning Commission and is not a de novo review (or completely new hearing). The purpose of site plan and appearance review is to determine compliance with both the Village’s land development regulations and its comprehensive plan. To that end, Staff has included a copy of the Staff Report and all supporting documentation presented to the Planning Commission for review by the Village Council in making its determination. Staff has also included the exhibits that were introduced during the course of the quasi-judicial hearing before the Planning Commission, as well as a draft copy of the Planning Commission minutes. Recommendation: Village Staff requests that the Village Council review the record of the proceedings before the Planning Commission and move to either: grant the appeal and approve the application for site plan and appearance review with waivers; or deny the appeal and reject the application for site plan and appearance review with waivers. Page 1 of 2 VILLAGE OF NORTH PALM BEACH, FLORIDA Application No. 2020-2238 ORDER DENYING APPLICATION FOR SITE PLAN APPROVAL WITH WAIVERS Applicant: Robbins NPB LLC, Property Owner Property Location: 200 Yacht Club Drive, North Palm Beach, FL 33408 (“Property”) Legal Description: Lot 1, Marina Addition to the Village of North Palm Beach according to the plat thereof recorded in Plat Book 27, Page 98 of the Public Records of Palm Beach County, Florida (PCN 68-43-42-09-02-000-0010) Lots 14 and 15, Yacht Club Addition to the Village of North Palm Beach according to the plat thereof recorded in Plat Book 26, Page 249 of the Public Records of Palm Beach County, Florida (PCN 68-43-42-09-01- 070-0140) Lot 13 and the North 64 feet of Lot 12, Yacht Club Addition to the Village of North Palm Beach according to the plat thereof recorded in Plat Book 26, Page 249 of the Public Records of Palm Beach County, Florida (PCN 68-43-42-09-01-070-0121) Zoning District: C-MU US-1 Mixed Use District Original Request: Request for Site Plan Approval with Waivers for 181 residential units and 1,578 of commercial space on the Property, including 4 live-work units (“Application”) THIS MATTER came before the Village of North Palm Beach Planning Commission for public hearing on September 6, 2022. After the considering the sworn testimony and other evidence presented by the Applicant and its agents, Village Staff and members of the public, the Planning Commission hereby makes by the following findings of fact: 1. The hearing was properly noticed in accordance with all Village Code requirements. 2. While members of the Commission expressed numerous concerns regarding density, traffic and consistency with both the Village Comprehensive Plan and the Village Master Plan, the Commission determines that the Applicant’s request for a Waiver from Section 45-31.G.3 of the Village Code (requiring a seven-foot perpetual sidewalk easement VILLAGE-NPB.ORG 501 US Highway 1 | North Palm Beach, FL 33408 | Phone: 561-841-3380 DATE: September 6, 2022 TO: Planning Commission FROM: Alex Ahrenholz, AICP, Acting Community Development Director RE: 200 Yacht Club September 6, 2022 Meeting P&Z# 2020-2238 Location: 200 Yacht Club Drive. SE corner of US-1 and Yacht Club Drive PCN: 68342090200000010;68434209010700140; 68434209010700121 Request: An application submitted by Urban Design Studio on behalf of Robbins NPB LLC for a Site Plan with waivers for 181 multi-family units and 1,578 SF of commercial. I. PROJECT INTRODUCTION The property is approximately 4.09 acres with a Commercial Future Land Use (FLU) designation and a C-MU US-1 Mixed-Use District zoning designation. The proposed project includes 181 residential units and 1,578 square feet of commercial space. Of the 181 residential units, six are townhomes adjacent to the rear alley and four (4) are currently shown as “live-work units”. A proposed condition of approval requires those units to be constructed as commercial space for a total of 5,802 square feet of commercial, reducing the residential units to 177. Buildings on the site range from three to four stories with public courtyards adjacent to the commercial units. The project includes three separate lots, one of which contains an existing 11,060 square foot office building. The other two lots previously had a 250 seat restaurant and a 179 seat restaurant. These two lots have remained vacant for several years, with little redevelopment interest due to existing vacancy rates along the US-1 corridor. II. UPDATE SINCE DECEMBER 2021 MEETING The previous application included 206 residential units within 5 story buildings. The Planning Commission approved the request by a 5-1 vote on December 7, 2021. Village Council heard concerns from many adjacent residents regarding density, height, rental vs. ownership, storm water impacts, and traffic on the alley as well as potential traffic backups at the intersection of Yacht Club Drive and US-1. The applicant decided to redesign the project and eliminate the 5th floor waiver request. Without that request as part of the application, the project is no longer required to be approved by the Village Council. Because the project has been redesigned from the originally approved request, the application is back before the Planning Commission for final approval. Through the adoption of Ordinance No. 2022-10 on May 12, 2022, the Village Council amended Section 45-2 Definitions of the Village Code of Ordinances. When the Village Council enacted Ordinance 2020- 06, providing for a form-based commercial zoning code along US-1, the definition of the term Dwelling Unit contained the following language: For purposes of computing residential density in commercial zoning district that allow mixed uses, a dwelling unit that contains only one bedroom, or no separate bedroom, will be counted as one-half a dwelling unit. Although the Council subsequently repealed this language, the applicant submitted its development application when this provision was still in effect. Consequently, the Village is required to evaluate the application under the then-existing regulations, including the one-half dwelling unit calculation for one- bedroom units when computing residential density in the C-MU US-1 Mixed-Use District. With the fifth floor eliminated, the difference in unit breakdown between the original request and the current request can be found in the table below. The number is parentheses is the effective number of units to calculate density. Original Request Current Request Difference One-bedroom units (half unit density reduction) 118 (59) 97 (49) -21 (-10) Two-bedroom units 82 74 -8 Townhome 6 6 - Live/work 4 4 - Total units (half unit reduction) 206 (147) 181 (133) -25 (-14) Both requests have included 1,578 SF of commercial within Building A and four (4) live/work units between Buildings B and C. Staff believes there is a market for more commercial on the ground floor and seeks further activation along the US-1 corridor for the project to truly be a benefit to the community. Therefore, staff has added a condition of approval requiring the applicant to construct the live/work units as commercial. If they are not leased within two (2) years, they may be converted to live/work or residential units. The applicant has agreed to this condition. The site will have forty-four (44) parking spaces over code requirements, which will serve as parking for the commercial use, residential guests, and occasional events within the plazas. The surface parking areas between the garage and residential buildings have sixteen (16) spaces specifically reserved for these uses. The proposed twenty (20) foot right-of-way was originally approved by the Planning Commission with a condition for $125,000 be paid to the Village for its eventual construction. Because there is a public concern of traffic back up at the intersection of Yacht Club Drive and US Highway 1, staff has added a condition of approval requiring the applicant to construct a westbound, one-way road within that twenty (20) foot area. Because US Highway 1 is a state road, this construction is pending approval of the access point by the Florida Department of Transportation (FDOT). The applicant has agreed to this condition. III. IMPLEMENTATION OF THE CITIZEN’S MASTER PLAN AND FORM-BASED CODE: This project is the first to be submitted and reviewed since the adoption of the new commercial zoning regulations. Because of this, it’s important to provide background information and place the proposal in the appropriate context since the project represents a significant departure from the Village’s existing development pattern. Additionally, it is important to highlight the components of the project that support the objectives of the Master Plan and the Code. In 2016, the Citizen’s Master Plan (“Master Plan”) recommended creating a form-based code that will allow higher residential densities and mixed-use development as a means to stimulate redevelopment along the US-1 corridor. The Village hired renowned planning firm Dover, Kohl & Partners to develop a form-based code for the Village’s commercial zoning districts. The Village and its consultants held eight public workshops between December 2018 and May 2019 at which public input was solicited and regulatory concepts were reviewed. Following several meetings with the Village Council and the Planning Commission, the new commercial code was adopted in late 2020. The CM-U US-1 Mixed Use District was created specifically for the portion of the US-1 Corridor between Yacht Club Drive and the Earman River. The recommendations in the Citizen’s Master Plan and the subsequent provisions in the new code were driven by regional economic influences. For instance, according to a market study conducted for the Village by economists at the consulting firm of WTL+, North Palm Beach had an office vacancy rate of 11.4% in 2020 (pre-Covid). The vacancy rate had increased from 6.9% in 2016 when the Citizen’s Master Plan was adopted. Additionally, the retail vacancy rate along the US-1 corridor north of Northlake was 22% in 2020 (Attachment A). Due to competition from the PGA Corridor and Downtown West Palm Beach, filling the Village’s existing office and retail buildings is challenging. The Village is a highly desirable place to live, and the creation of a walkable, mixed-use district with multi-family residential has been selected to be the best strategy to create a healthy US-1 corridor. Objective 1.B of the Future Land Use Element of the Comprehensive Plan states, “The Village desires to enhance certain aging commercial corridors that have a Commercial Future Land Use designation, into walkable and bikeable centers of vibrant activity. Current business uses along these corridors will be supplemented with new residential and mixed-use development”. Additionally Policy 1.B.4 states “Residential and mixed- use developments may be approved in areas with a Commercial Future Land Use designation in order to achieve a mixed- use development pattern… The mixed- use provisions in the C-MU zoning district along US. Highway No. 1 between Yacht Club Drive and the Earman River, which are intended to evolve that district into a mixed- use development pattern that remains predominately commercial along US Highway No. 1.” Though this project is not predominately commercial, the corridor currently has no residential uses, so this development is creating the mixed-use district in conjunction with the adjacent commercial uses. Further, Section 45-31.A of the Village Code states, “This mixed-use district will encourage the redevelopment of the US Highway 1 corridor into a vibrant mixed-use place for businesses, visitors, and residents of North Palm Beach. A Citizens Master Plan, adopted in 2016, envisioned the US Highway 1 corridor evolving into a better working and living environment with walkable and bikeable streets, compact mixed-use buildings, and convenient access to many forms of transportation. The C-MU zoning district is a form-based code that uses clear and predictable standards to guide redevelopment into this pattern.” The applicant has designed a project that meets many of the overarching goals of the Citizen’s Master Plan, the Village Comprehensive Plan, and the C-MU Code standards. For instance, the applicant’s plan includes compact, mixed-use buildings that will allow residents in the new rental units as well as existing nearby residents to walk or ride bikes – or drive golf carts – to the commercial units adjacent to the pedestrian plazas. The architecture is consistent with the Florida Vernacular style, one of the suggested architectural styles that is listed in the Village’s new Architectural Guidelines. The site has been designed to have multiple structures with varying rooflines and building heights. The buildings have been pushed closer to US-1, in order to conceal parking from US-1 and to create additional separation from single-family residential dwellings to the east. Public courtyards are located along US-1 that will be lined with commercial uses at a total of 5,802 square feet (with the live/work units converted). Adjacent to the courtyards is a pavered multi-use roadway that can hold special events, such as food truck night’s or farmer’s markets. The developer is also providing a 20-foot roadway easement on the southern portion of the property. A condition of approval is proposed for the construction of the westbound side to be completed with the project and the eastbound side would be completed with future redevelopment of the adjacent Gentry Building. This future roadway is consistent with the development pattern established in the C-MU zoning district and will assist in the distribution of traffic as this section of the corridor redevelops. The project will introduce a multi-family residential product that is new to North Palm Beach, but is commonly found in other relatively affluent areas. North Palm Beach has a wide mix of housing types; from luxury high rise condos in Water Club and Old Port Cove, to moderately priced homes on smaller lots, to mansions on large waterfront lots, to reasonably priced condos in older buildings. However, the Village does not have a highly amenitized multi-family rental product that caters to young professionals and upwardly mobile renters. The project will have a rooftop pool, clubhouse, fitness center, yoga studio, bocce court, and coworking space, in addition to the adjacent commercial uses and public courtyards. These types of multifamily products can be found in other vibrant local communities and are essential to the creation of a healthy local economy. The following table summarizes the FLU designation and zoning district of the subject property: Future Land Use (FLU) Designation Zoning Designation Commercial US-1 Mixed Use District (C-MU) The following table summarizes the uses, FLU designations, and zoning districts of the surrounding properties: Zoning Future Land Use Existing Use EAST R-3 Apartment Dwelling; R1 Single Family High Density Residential; Low Density Residential Multi-family; Single Family Residential NORTH C-S Shopping Commercial D Commercial Gas Station with Car Wash SOUTH US-1 Mixed Use District (C-MU) Commercial Office WEST P-Public Recreation/Open Space North Palm Beach Country Club IV. DEVELOPMENT REQUEST The applicant is requesting 181 multi-family units on 4.09 acres. The standard density allowed within the C-MU zoning district is 24 dwelling units per acre, with the possibility of an additional 12 dwelling unit per acre density bonus for the provision of workforce housing. One bedroom units are each counted as 0.5 unit for density purposes under the previous zoning code provision that has since been modified. It’s important to note that what is considered “workforce housing” in Palm Beach County may be considered expensive in other communities. The allowable rents for this program are generally around $1,882-$2,196 for one-bedroom units and $2,259-$2,635 for two-bedroom units. Essentially the workforce housing bonus ensures that some of the units cannot be luxury units. The proposed height and scale of the buildings is consistent with renderings in the Master Plan for the Yacht Club Drive area. The Master Plan noted that buildings in the Yacht Club Drive area vary between two and six stories. This image was included in the Master Plan as an inspiration for the scale of new buildings in the Yacht Club Drive area: Figure 1: Image of new development along Yacht Club Drive (Master Plan) The project is proposed to have a mix of building heights, including three primary residential buildings along US-1 that are four (4) stories high. The interior of the project has a four-level parking structure that is screened from the alley by three (3) three-story townhomes. The parking structure has been treated architecturally to look like a building, not a parking garage. The new CM-U code requires buildings to be 2 stories or lower within the rear 25 feet and 3 stories or lower within the rear 50 feet of the property in order to protect residential properties in the adjacent R-1 zoning districts. The project design is consistent with this provision. One of the most important aspects of the new CM-U code is the utilization of build-to-zones, versus minimum setbacks. The previous code had large setbacks that resulted in “a sea of asphalt” parking lots along the street, with buildings pushed back closer to single-family homes in the rear. The CM-U code pushes buildings closer to the street to provide greater separation from single-family homes in the rear. The proposed project has setbacks that are 83’ feet and 50’ from the rear property line. This is demonstrated in the image below. Figure 2: Image of setbacks compared to build-to-zones V. PUBLIC INPUT AND NOTICES Signs were posted on US-1 and Yacht Club Drive, an advertisement of the hearing was placed in the Palm Beach Post and courtesy notices were mailed to property owners within 500 feet of the subject site for the Planning Commission meeting on September 6, 2022 The applicant shared initial plans for the property at a well-attended Village open house in September 2020 and subsequently held another open house on September 16, 2021. The 2021 meeting was attended by several residents of multi-family units in the Yacht Club Drive corridor, who expressed concerns about traffic and impacts the project would have on them. Village staff has also coordinated conversations and smaller meetings with residents to address concerns and the applicant has contacted a few residents as requested. VI. ANALYSIS OF APPLICANT’S REQUEST A. Site Plan with Waivers The new C-MU code allows the Planning Commission to grant waivers to certain development standards without the need for Village Council approval. The intent of allowing waivers in a site plan is similar to the same allowance within Planned Unit Developments and, namely to allow flexibility in design in exchange for better outcomes. Section 45-51.1 of the Village Code states as follows: “In the C-MU and C-NB zoning districts, waivers may be requested from certain regulations in this Code. An applicant requesting a waiver shall demonstrate that the waiver provides a public benefit, including, by way of example, high- quality architectural design, pedestrian amenities, no cost dedication of rights-of-way, construction of public parking, public art or other improvements adjacent to the property, preservation of environmentally-sensitive lands, provision of public parks and/or open spaces, or mixed uses which reduce impacts on village services.” The proposed project is providing several features which could be considered to be “public benefit”. The project is providing a 20-foot access road at the south end of the property. The project also includes significant pedestrian amenities, including a new bench and seating area for the Palm Tran bus stop at the US-1 and Yacht Club Drive intersection, an expanded sidewalk from 5 feet to 8 feet along US-1, and undergrounding of utilities. The applicant also intends to host community serving events such as farmer’s markets and food truck nights. The Planning Commission and Village Council may also determine that the project provides public benefit by producing high-quality architectural design relative to the remainder of the US-1 corridor. Analysis of Waivers Requested: The applicant is requesting five waivers from code provisions in the table and further described in detail below: WAIVER # CODE SECTION REQUIREMENT PROPOSED WAIVER W.1 45-31.D.2, Table 4 Building Frontage: Storefront Build-to zone: 5' max. Bldg.A North: 12' max. Bldg. C west: 6' max. Bldg.A North: 7' INCREASE of the build-to zone Bldg. C West: 1' INCREASE of the build-to zone Building Frontage: 60% min. Bldg.A North: 56% Bldg.A North: 4% REDUCTION Door Recess: 5' Max. Bldg.A North: 6.5’ Bldg.A West: 6.5' Bldg. B West: 6.5' Bldg. C West: 6.5' Bldg.A North: 1.5' INCREASE Bldg.A West: 1.5' INCREASE Bldg.B West: 1.5' INCREASE Bldg.C West: 1.5' INCREASE Cumulative Storefront Width: 70% min. Building A North: 40% Building B West: 42% Building C W est: 39% Bldg.A North: 30% REDUCTION Bldg.B West: 28% REDUCTION Bldg. C West: 31% REDUCTION Transparency Ground: 70% min./Upper: 40% min. Bldg.A North: 36% /26% Bldg. A West:65%/ 31% Bldg. B West:30%/ 31% Bldg. C West: 29% / 30% 34%/ 14% REDUCTION 5% / 9% REDUCTION 40% /9% REDUCTION 41% /11% REDUCTION W2. 6.115.C.2. Building Wall Signs B. may display one (1) permanent accessory building wall identification sign facing each public street frontage on the principal building in which the complex is located, not to exceed a sign area of twenty (20) square feet. Sign Type 1–Building Identity Sign: One (1) building identification sign each for Building A and Building C for up to a maximum of two (2) building identity signs. Allow one building identification on a non-street frontage for Building C. W3. 6.115.C.2. Building Wall Signs C. Maximum sign area of five (5) percent of the facade area if the front building setback is twenty-five (25) feet minimum. Sign Type 2 – Tenant Sign: Maximum sign area of five (5) percent of the façade area with a front building setback of 0’ due to code-required build-to-zones. Removal of 25’ Setback requirement. WAIVER # CODE SECTION REQUIREMENT PROPOSED WAIVER W4. 45-31.G.3 A. A 7-foot perpetual sidewalk easement must be dedicated to the village along the US Highway 1 frontage A 7-foot easement is proposed, however, landscaping encroaches into the easement. Allowance of landscaping into sidewalk easement. The Applicant has provided detailed explanations for why the requested waivers are consistent with the waiver standards enumerated within Section 45-51 of the Village Code of Ordinances. This information can be found on Page 12 of the applicant’s justification statement. Staff is supportive of the requested waivers. This is the first project to come forward utilizing the Village’s new C-MU code. The new form-based code has many prescriptive code provisions that attempt to shape the form of buildings on a site. The applicant has come very close to meeting many of these provisions. The design related aspects of Waiver 1 are intended to bring the building closer to the street and create a pedestrian friendly design at the street level. Due to the project not being entirely commercial on the first floor along US-1, minor deviations are needed from the storefront design standards. The code provisions in Waivers 2 and 3 relate to signage. When the C-MU code was adopted, a companion signage section to complement the new code was not created. The Village will eventually need to adopt new signage provisions within its code to accommodate the type of signage requests that are needed within the C-MU code. For instance, the building wall sign allowance in Section 6.115.C.2 requires a building to be setback 25 feet in order to be granted the allowable sign area, but the C-MU code requires building’s to be located closer to the property line than 25 feet. Waiver number 4 relates to a 7-foot perpetual sidewalk easement that is required to be dedicated to the Village along the US-1 Highway frontage. The code says that the easement must be paved at the time of development and shall be used to enhance non-vehicular travel along US-1. The applicant is proposing to dedicate the easement, but is seeking to allow landscaping within portions of the 7-foot easement. The applicant is proposing to expand the existing sidewalk an additional three feet westward, towards US-1, rather than use the entirety of the easement area as a navigable sidewalk. The applicant would like to create some separation utilizing landscaping between the public sidewalk and the entrances to the residents and businesses. B. Site Plan Analysis a. Traffic Analysis The three parcels that comprise the site currently contain an 11,060 square foot office building. The site previously contained a 250 seat restaurant along Yacht Club Drive and 179 seat restaurant on the southern parcel. Both restaurants have been torn down for several years, and are no longer vested from a traffic concurrency perspective. However, the previous configuration of the property demonstrates that high intensity traffic generators have previously operated on the site. A trip generation analysis from the applicant’s traffic engineer determined that the site in its previous configuration generated 209 AM peak hour trips and 189 PM peak hour trips. (See Exhibit B). The applicant has provided a traffic study that notes the project will generate 83 new AM peak hour trips (31 in/52 out) and 101 PM peak hour trips (58 in/43 out). The proposed project will generate 126 fewer AM peak hour and 88 fewer PM hour trips than the previous configuration. The Village engaged traffic engineer Susan O’Rourke to review the proposed traffic study and has confirmed that the project meets the Village’s traffic standards within Section 21-47. At public workshops on the project, some residents suggested that the development will have negative impacts on the Yacht Club Drive intersection. The applicant’s traffic study calculates that the largest impact to the intersection will be within the AM peak hour (8:00 am to 9:00 am). Existing counts at this intersection were conducted in February of 2020, before COVID disruptions and during peak population of seasonal residents. The intersection saw 80 westbound trips (55 left turns and 25 right turns). The proposed development will add 59 westbound trips (35 left turns and 24 right turns) for a total of 95 left turn vehicles over the course of that hour. Per a memo from Susan O’Rourke, “there will be some delay with an expected queue of 5 to 6 vehicles. However, the overall intersection level of service is very good. If travel patterns change, the signal timing could be adjusted to give a little more time to the westbound movement.” At most, the calculations show seven (7) cars stacked at the intersection between cycles for a total distance of 175 feet. The proposed driveway for this project will be located 225 feet from the intersection or a nine (9) car stacking distance. The project will primarily utilize Yacht Club Drive for access, with secondary access from the service alley in the rear. The service alley runs from Yacht Club Drive to Anchorage Drive North, then continues south until it dead ends just south of Lighthouse Drive. The alley is currently used for a variety of modes of transportation, such as walking, biking, driving cars, golf carts, and delivery trucks. The project will have minimal impacts on the alley, per Susan O’Rourke, “the project anticipates a low level of usage of the alley with 5 to 6 vehicles using the alley in the peak hours.” With the addition of the south road, there will be a few more cars redistributed to the alley and away from the Yacht Club intersection. Cars would only have to use the alley for approximately sixty (60) feet before exiting to the new road. Most cars would not go to the North Anchorage Drive intersection with this access added. By design, alleys are intended for secondary use and very low speeds. The 20 foot width allows for two-way travel…widening of the alley would encourage additional volume at higher speeds. The applicant will be burying power lines along the portion of the alley adjacent to the proposed project. Long term, the Village intends to evaluate design techniques in the alley that will slow down traffic and make the alley more bicycle and pedestrian friendly. b. Easements The applicant is providing three different easements to the Village. Per section 45-31.G.3 of the Village Code, the property is required to provide a “7-foot perpetual sidewalk easement must be dedicated to the village along the US Highway 1 frontage, in a form acceptable to the Village Attorney.” As previously stated, the applicant needs a waiver to encroach into this easement with landscaping. However, the applicant is proposing to expand the existing sidewalk in the right-of-way three feet to the west. This will result in an 8-foot wide sidewalk. The second easement being provided is required by section 45-31.G.2, which states that “a 7-foot perpetual transportation and utility easement must be dedicated to the village along the alley, in a form acceptable to the Village Attorney.” The applicant will be undergrounding the existing powerline that runs along the alley and will be providing landscaping within this easement area, along with an additional five-foot wide landscape buffer on the inside of the property. The Village has requested that the applicant provide grasses or groundcover immediately adjacent to the alley since narrowing the visual corridor of a street or alley tends to calm or slow down traffic. However, the apartment building to the immediate east of the property needs space for cars to back out and any vertical landscaping immediately next to the alley will limit the ability of those vehicles to turn around. The third easement being provided is a twenty-foot wide easement on the south end of the property. This easement is not required by code, but is being granted to the Village for the creation of a new street to connect US-1 and the alley. The regulating plan that was adopted within the C-MU code encourages (but does not require) a new street to be created in this location. If the access is approved by FDOT, the applicant shall construct the westbound lane of the new street and it shall be completed as a two-way road when the property to the immediate south redevelops. c. Landscaping The applicant has proposed a significant amount of landscaping, exceeding the minimum requirements of the Village landscape code. Buffers are only required adjacent to parking areas and foundation plantings are required around 40% of the building facades, but the applicant has elected to add landscaping on all sides of the buildings. This will provide better visual separation to the right-of-ways and adjacent properties. Of the trees currently on site, 48 of 66 existing sabal palms are able to be relocated and utilized in the new landscaping. An additional six (6) live oak trees are healthy enough to be relocated as well. All of the trees proposed for the site are drought tolerant and over half are native species to Florida. There is a healthy mixture of ornamental trees, shade trees and palms throughout the site, with no areas of simple repetition or monotony. Of the required 200 landscape points per section 45-87.D, 189 are provided from the relocated oak trees being well over the minimum 5-inch caliper at planting. An additional 100 points are achieved by creating the two public courtyards. The courtyards were designed to have a pedestrian scale with ample shade provided by 8 large coconut palms in the Northern courtyard and a mixture of palm trees including coconut and date palms in the southern courtyard. Along the alleyways, there will be various levels of hedging and shorter trees to greatly enhance the aesthetics of the corridor. The buffer adjacent to the northeast parking lot will provide coverage of headlights that would otherwise shine into the Corinthian condominium units to the East. The powerlines adjacent to the property will be undergrounded, so larger trees can be accommodated without interference. Along Yacht Club Drive, utility work required by Seacoast Utility Authority (SUA) will eliminate the existing sabal palms in the right-of-way. Tall grasses are proposed to be planted to create a separation from the street to the sidewalk, but trees are not permitted by SUA as the roots would interfere with the pipes over time. Foundation trees between the sidewalk and the building will provide some shade and visual interest. C. Consistency With Comprehensive Plan Staff has not identified any inconsistencies with the Comprehensive Plan. The project is consistent with several objectives, policies, and goals within the Comprehensive Plan. Notably, the project will meet the goals of Objective 1.B of the Future Land Use Element, which states, “The Village desires to enhance certain aging commercial corridors that have a Commercial Future Land Use designation, into walkable and bikeable centers of vibrant activity. Current business uses along these corridors will be supplemented with new residential and mixed-use development.” Further Objective 6 states “The Village shall encourage infill development and redevelopment along the Northlake Boulevard and U.S. Highway No.1 corridors.” Policy 1.B.4 states, “the mixed-use provisions in the C-MU zoning district along US. Highway No. 1 between Yacht Club Drive and the Earman River, which are intended to evolve that district into a mixed-use development pattern that remains predominately commercial along US Highway No. 1.” Due to this being the first mixed-use project being proposed in the new C- MU district, the development pattern will remain primarily commercial through the corridor. The project is consistent with the density allowed within commercial land use designations in the Comprehensive Plan. Policy 1.B.1.3 allows a maximum density of 24 units per acre, with a workforce housing bonus of an additional 12 units per acre for a total of 36 units per acre. The project is proposing 133 units for density calculations (utilizing the 0.5 dwelling unit provision for one bedroom units), which results in an overall density of 32.5 units per acre. The applicant is proposing to construct all workforce units on site. A minimum of eighteen (18) units of workforce housing units must be provided, and a maximum of nine (9) units can be from the highest income bracket of 120-140% of median household income. Documentation of the construction and rental agreements of these workforce units has been included as a condition of approval. The project is also consistent with Policy 1.A.1.b, which requires the provision of 5% of a site’s land area for recreation and open space, through the creation of public plazas, which will be used for public events such as farmer’s markets and food truck nights. The applicant is providing 7% of the site’s area for this provision. The project will also create a more walkable and pedestrian friendly environment and accomplish goals in the Comprehensive Plan and Citizen’s Master Plan. The project is consistent with Policy 6.3, which states that “Development and redevelopment activities shall be transit-ready by maintaining access to Palm Tran, pedestrian accessibility by sidewalks and bikeways, and connectivity with neighboring residential and commercial areas.” Additionally, Policy 4.5 states, “The Village shall promote mixed- use development along its major transportation corridors, and cooperate with Palm Beach County to develop new and improved forms of transit as a means of reducing greenhouse gas emissions resulting from traffic congestion.” D. Standards of Review There are several relevant code sections that the Planning Commission shall consider during the review of this project, including, but not limited to: Sec. 6-36. - Powers and duties of planning commission concerning the appearance code. The planning commission shall have the following powers and duties: 1. To hold public hearings on and make recommendations for amendments to the appearance plan. 2. To consult with and cooperate with other committees and village departments, and any other municipal or governmental bodies, on matters affecting the appearance of the village. 3. To study exterior design drawings, landscape and site plans and materials for any proposed public works or public improvements and to make recommendations to the council or village manager as to the architectural or aesthetic aspects thereof. 4. To study and review preliminary and final plats and make recommendations to the village council. 5. To hold site plan and appearance review hearings, when required, and to issue or deny site plan and appearance approval for multiple-dwelling, commercial, mixed-use, and industrial buildings pursuant to the provisions of this division and the appearance plan in Appendix A of this Code. Sec. 6-58. - Action of planning commission. Upon consideration of an application, the planning commission shall issue site plan and appearance approval upon a finding that the plan conforms to the village appearance plan and other applicable land development regulations. This approval may contain special conditions in response to unusual aspects of the application or to ensure that the approval carries out village policies and codes without undue permitting delays. If the planning commission determines that these criteria are not met, the planning commission may provide such advice, counsel, suggestions and recommendations as it may deem necessary to guide the prospective applicant in the development of a plan which would comply with the requirements and purposes of the appearance plan and other village land development regulations. Section 45-51- Waivers 1. In the C-MU and C-NB zoning districts, waivers may be requested from certain regulations in this Code. An applicant requesting a waiver shall demonstrate that the waiver provides a public benefit, including, by way of example, high-quality architectural design, pedestrian amenities, no cost dedication of rights-of-way, construction of public parking, public art or other improvements adjacent to the property, preservation of environmentally-sensitive lands, provision of public parks and/or open spaces, or mixed uses which reduce impacts on village services. 2. An application for such waiver may be made by any property owner or tenant or by a governmental office, department, board or bureau. Such applications shall be filed with the community development director of the village, using forms supplied by the director, who shall transmit the same, together with all the plans, specifications, application materials, and other papers pertaining to the application, to the planning commission. The applicant shall identify each waiver request in writing as part of the application, fully explaining the nature of the request, the extent to which it departs from a standard zoning regulation, and the basis for which it is sought. 3. The planning commission will hold a public hearing in conjunction with the site plan and appearance review hearing for the subject property (see sections 6-30—6-60). When evaluating waiver requests, the planning commission will consider the following factors and any additional criteria set forth in the relevant zoning district: a. The extent to which the alternate standard proposed by the applicant differs from the code's standard that would be waived; b. Whether the granting of the waiver will lead to innovative design in which other minimum standards are exceeded; c. Whether the request clearly demonstrates the public benefits to be derived; d. Whether the request furthers the goals of the village master plan, and exemplifies the architectural, building, and site design techniques desired within the Village's Appearance Plan; e. Whether the requested waiver can be granted in the zoning district; f. Any unusual circumstances regarding the property or immediate area, including the location of power lines, specimen trees, or shade trees; g. The effect of approving or denying the waiver on the development project and on the surrounding area; h. Consistency with the comprehensive plan; i. Recommendations of village staff; j. Testimony from the applicant; and k. Testimony from the public. 4. At the end of the public hearing, the planning commission will make a decision on each requested waiver. Approval is contingent on the planning commission making these findings and any additional findings set forth in the relevant zoning district: a. The alternate standard proposed by the applicant is acceptable for the specific site and building; b. The proposed waiver does not detract from the design principles supporting these zoning districts and the broader intent of this Code; c. The proposed waiver will not be injurious to surrounding properties or nearby neighborhoods; and d. The proposed waiver is not inconsistent with the Comprehensive Plan. 5. The planning commission's action on waivers will be considered a recommendation to the village council instead of a decision if a special exception was requested along with one (1) or more waivers, or if a waiver was requested for an extra story pursuant to 45-31.E.4, or if the concurrent site plan and appearance decision is appealed in accordance with section 6-35. The village council will make a decision on such waivers at the same time that a decision is made on all other aspects of the application. V. CONCLUSION Staff has analyzed the application for compliance with the requirement of the Village’s Comprehensive Plan and Code of Ordinances and concludes that it is generally consistent. If the Planning Commission decides to approve the application, staff recommends the addition of the following conditions of approval to the development order: Proposed Conditions of Approval: 1. Prior to certificate of occupancy, owner shall provide rental rates and breakdown of workforce housing units for review and approval by the community development department and the Village Attorney. The workforce housing units shall be consistent with Policy 1.B.2 of the Comprehensive Plan. The owner shall submit the rental rates and a breakdown of workforce housing units for review and approval by the community development department on or before January 1st of each year subsequent to the year in which the Village issues the certificate of occupancy. 2. The property owner shall host a minimum of 6 farmers market or food truck events per year. If the required number of monthly events is not held by the property owner, the Village shall be granted ability to provide one event, once per month, in coordination with the property owner. All such events shall be open to the public. 3. Live/ work units shall be constructed and leased as commercial spaces. They shall be maintained for a minimum of two (2) years. If there is no tenant occupancy after that time, the units can be converted to live/work or solely residential. Conversion construction shall be permitted through the Community Development Department and approved by the Community Development Director. 4. The commercial space adjacent to the two pedestrian plazas is intended to attract the general public to the area. They are appropriate if they provide services, entertainment, and/or retail sales for the general public. The commercial spaces adjacent to the pedestrian plazas shall not be used for non- service-related office space. Permitted uses will be reviewed and approved by the Village Manager and Community Development Director. 5. Commercial units are required to obtain a business tax receipt from the Village prior to operating the business 6. The owner shall not be permitted to utilize amplification of any kind on the amenity deck. The use of amplification shall require a special event permit from the Village. 7. Prior to the certificate of occupancy, if permitted by the Florida Department of Transportation (FDOT) and any other applicable governmental agencies, the Applicant shall construct a westbound one-way driveway, 10 feet in width, with a 3 -foot landscape area between the driveway and the adjacent property, within the 20 foot access easement as shown on the approved site plan. The applicant shall utilize its best efforts to obtain approval of the access point from FDOT. If FDOT does not grant approval, the property owner shall make a payment of $125,000 to the Village for improvements prior to certificate of occupancy. 8. Per 45-31.E.4, rooftop facilities shall be sufficiently screened from the street and adjacent properties. Adequate trees, shrubs, or greenspace shall be provided on any active rooftop facility. A rooftop planting plan and location plan for any speakers shall be provided prior to issuance of vertical building permit for the parking garage building. 9. The Applicant shall relocate and preserve existing native trees shown on the approved tree disposition plan. If the oak trees do not survive relocation or preservation, they shall be replaced with oaks that are the largest caliper that is reasonably available from local nurseries. 10. Approval shall be obtained from Florida Power and Light (FPL) for the undergrounding of powerlines and utilities and all work shall be completed prior to commencement of vertical construction. 11. Prior to issuance of the first building permit for vertical construction, the Applicant shall revise plans to provide details of lighting fixtures that utilize dark-sky friendly techniques where feasible. 12. There shall be no parking in the seven-foot transportation easement in the driveways of the townhomes. 13. Irrigation plans shall be provided prior to approval of the first infrastructure permit. 14. A permit shall be obtained from Seacoast Utility Authority prior to the first infrastructure permit. 15. All infrastructure, including but not limited to fire hydrants, street lights, storm drains, etc. proposed on the approved site plan shall be maintained by the property owner. Fire hydrants shall be installed, tested and in service prior to construction, and a stabilized fire department access road shall be installed and maintained prior to and throughout construction. 16. Prior to the issuance of the first infrastructure permit, Applicant shall provide the Village with a performance bond, letter of credit, escrow agreement or other acceptable surety agreement in a form and in an amount approved by the Village Attorney to assure completion of on-site roadways, drainage and utility improvements. As improvements are completed and accepted by the Village, the amount of the performance bond, letter of credit, escrow agreement or other acceptable surety may be reduced by a proportionate amount as determined by the Village Manager in consultation with the Village Engineer. 17. The property shall be platted with the proposed access easements, utility easements and the dedication of right-of-way to the Village and the plat shall be approved by the Village Council and recorded in the public records prior to the issuance of a certificate of occupancy. 18. Prior to issuance of the first building permit for vertical construction, the Applicant shall revise plans to provide details of lighting fixtures that utilize dark-sky friendly techniques where feasible. 19. No parking signs shall be added along the alley in the transportation easement prior to certificate of occupancy. 20. Any deviations to the approved site plan shall be governed by Section 6-59(4) of the Village Code of Ordinances. 21. If any significant archeological resources are found on site during development and construction, the Applicant shall notify Village staff and following the procedures outlined in Section 21-104 of the Village Code of Ordinances. 22. The Applicant shall be bound by all oral and written representations made both on the record and as part of the application process irrespective of whether such representations are included as formal conditions. 23. The conditions of approval shall be binding on the Applicant and its successors in interest and assigns and a violation of such conditions shall constitute a violation of the Village Code of Ordinances and may be enforced by the Village as set forth in Article VI, Chapter 2 of the Village Code or as otherwise authorized by law. Attachments: Exhibit A: Market Study Materials Exhibit B: Memo From Traffic Consultant Susan O’Rourke, P.E. WTL+a WTL +a Real Estate & Economic Advisors Washington, DC—Cape Cod, MA 301.502.4171 508.214.0915 87 Table 27: Office Market Profile—Village of North Palm Beach, 2007—2020 2007 2008 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 2020 Total Ann'l Avg. % CAGR Office Inventory 1,093,972 1,093,972 1,093,972 1,093,972 1,069,972 1,081,296 1,081,296 1,081,296 1,081,296 1,081,296 1,081,296 1,081,296 1,081,296 1,081,296 (12,676) As % of County 2.0% 2.0% 1.9% 1.9% 1.9% 1.9% 1.9% 1.9% 1.9% 1.9% 1.9% 1.9% 1.9% 1.9% No. of Buildings/Centers 68 68 68 68 67 68 68 68 68 68 68 68 68 68 - Vacant Stock 120,952 159,698 207,598 237,991 216,396 205,188 214,995 158,369 103,741 74,598 77,610 103,822 123,497 122,772 1,820 Vacancy Rate 11.1% 14.6% 19.0% 21.8% 20.2% 19.0% 19.9% 14.6% 9.6% 6.9% 7.2% 9.6% 11.4% 11.4%0.2% Net Absorption:(62,539) (38,746) (47,900) (30,393) (2,405) 22,532 (9,807) 56,626 54,628 29,143 (3,012) (26,212) (19,675) 725 (77,035) (5,503) Past 5 Years (19,031) (3,806) Construction Deliveries - - - - - 11,324 - - - - - - - - 11,324 Gross Rent/SF 24.87$ 23.42$ 20.16$ 19.14$ 18.65$ 18.31$ 19.34$ 21.17$ 21.22$ 21.69$ 26.35$ 24.02$ 22.81$ 24.89$ -0.7% Average Annual % Change - -5.8% -13.9% -5.1% -2.6% -1.8%5.6% 9.5% 0.2% 2.2% 21.5%-8.8% -5.0%9.1% Base Rent/SF (NNN)18.52$ 17.34$ 16.16$ 14.66$ 15.33$ 15.17$ 15.49$ 17.13$ 17.31$ 18.21$ 21.04$ 18.39$ 18.83$ 20.50$ 0.1% Source: CoStar, Inc.; WTL+a, May 2021. National Recession & Recovery Change: 2007-2020 WTL+a WTL +a Real Estate & Economic Advisors Washington, DC—Cape Cod, MA 301.502.4171 508.214.0915 96 Table 29: Summary of Area Retail Inventory—by Sub -district, 2020 As noted above, within Lake Park, there are four retail subareas:  Downtown Lake Park —Approximately 0.62 miles in length and containing approximately 140,000 sq. ft. of retail space (7% of the Town’s total) along Park Avenue —from 5th Street to 10th Street—and northwest of the traditional downtown  Congress Avenue—Northwest of downtown Lake Park, between Silver Beach Road on the south and N. Killian Drive on the north (approximately 0.86 miles in length), and containing multiple Big-Box stores (Target, Walmart, Kohl’s, and Lowe’s), with almost 514,000 sq. ft. of retail (26% of the Town’s total) No.Subarea Approximate Length (In Miles) In SF As % of Total No. of Retail Businesses In SF % Vacant No. of Vacant Spaces Town of Lake Park (Municipal Boundaries Only) 1 Downtown Lake Park 0.62 139,432 7%53 37,080 27%9 2 Congress Avenue Corridor 0.86 514,195 26%11 - 0%- 3 Northlake Boulevard (South Side Only) (1)1.64 942,717 48% 284 93,129 10%25 4 U.S. Route 1 0.82 363,639 19% 388 186,306 51%34 Subtotal:1,959,983 29%736 316,515 16.1%68 North Palm Beach 5 Northlake Boulevard (North Side Only) (2)1.31 565,655 31% 128 16,458 3%6 6 Old Dixie Highway/SR 811 (East/West Sides) (3)0.58 285,656 16%62 40,048 14%9 7 U.S. Route 1 (North of Northlake) (4)2.58 962,495 53% 194 216,352 22%34 Subtotal:1,813,806 27%384 272,858 15.0%49 Selected Nearby Retail Concentrations 8 PGA Blvd (Mall Entrance East to U.S. 1)1.51 419,967 15%83 25,335 3%4 9 Malls & Surrounding Areas (5)- 2,193,966 76% 216 532,712 73%TBD 10 U.S. Route 1 (NPB Boundary to PGA Blvd.)0.30 279,415 10%36 171,528 24%15 Subtotal:2,893,348 43%335 729,575 25.2%19 TOTAL:6,667,137 100% 1,455 1,318,948 19.8%136 Plus Others Field estimates may not exactly match properties & jurisdictions, but reflect total square footage of existing retail (1)Includes the south side of Northlake Boulevard located in Lake Park. (2)Includes the north side of Northlake Boulevard, from I-95 to U.S. 1, in North Palm Beach. (3)Includes Prosperity Farms Road. (4)Includes north of Northlake Boulevard to Juno Road in Juno Beach; includes retail properties located within North Palm Beach and selected adjacent retail in neighboring jurisdictions. (5)All malls and retail locations from I-95 on the west to Kew Gardens Avenue on the east; PGA Boulevard on the south and Gardens Parkway on the north. Vacant spaces not verified. Source: RDS LLC; Palm Beach County Property Appraiser; WTL+a, revised September 2021. Total Retail Space Vacant Space July 20, 2021 To: Adam Swaney, Engenuity Group for North Palm Beach From: Susan E. O’ Rourke, P.E. RE: 200 Yacht Club Drive O’Rourke Engineering & Planning has reviewed the revised traffic study prepared by Simmons and White dated December 1, 2020, revised February 24, 2021, final revision July 8, 2021. Our comments as previously presented remain addressed in the new submittal. The project complies with Section 21-47 of the Town of North Palm Beach Code of Ordinances affecting roadway concurrency. The site plan has the AM and PM entering volumes on US 1 reversed on the site plan (ie 69 is PM and 39 is AM). Thank you for the opportunity to assist with this review. 969 SE Federal Hwy, Suite 402 l Stuart, FL 34994 l 772-781-7918 l SEORourke@comcast.net 200 YACHT CLUB DRIVE JUSTIFICATION STATEMENT Site Plan& Waiver Application Initial Submittal: December 2, 2020 Resubmittal: February 21,2021 Resubmittal: July 12, 2021 Resubmittal: September 17, 2021 Resubmittal: July 11, 2022 Resubmittal: August 19, 2022 REQUEST SUMMARY On behalf of the applicant, Robbins NPB LLC, Urban Design Studio (UDS) (hereinafter referred to as the agent) has prepared and hereby respectfully submits a Site Plan & Waiver application for the +/-4.09 acres of property that consists of three contiguous parcels located at the southeast corner of Yacht Club Drive and US Highway One. The subject property is located within the municipal boundaries of The Village of North Palm Beach. The subject property is comprised of three (3) parcel control numbers (PCN) (as assigned by the Property Appraiser of PBC): 68-43-42-09-02-000-0010 – Parcel A 68-43-42-09-01-070-0140 – Parcel B 68-43-42-09-01-070-0121 – Parcel C The Village of North Palm Beach recently went through the process of updating the Future Land Use Element of its Comprehensive Plan per Ordinance 2020-05 as well as updating its Land Development Regulations (LDR’s) and Appearance Plan per Ordinance 2020- 06. These changes were adopted and enacted after approval at the second reading of the Village Council on September 24, 2020. The subject property is currently within the following FLU designations and Zoning districts based on the newly enacted Appearance Plan FLU Designation: Commercial Zoning Districts: US-1 Mixed Use District (C-MU) The applicant is requesting approval of the following from the Village Council of North Palm Beach: • To allow for a mixed-use development with 181 multi-family residential dwelling units and the following waivers: Urban Planning and Design Landscape Architecture Communication Graphics 200 Yacht Club Drive Revised: August 19, 2022 Justification Statement Site Plan & Waiver Application 2 | Page WAIVER # CODE REQUIREMENT PROPOSED WAIVER W.1 45-31.D.2, Table 4 Building Frontage: Storefront Build-to zone: 5' max. Bldg. A North: 12' max. Bldg. C west: 6' max. Bldg. A North: 7' INCREASE Building C west: 1' INCREASE Building Frontage: 60% min. Bldg. A North: 56% Bldg. A North: 4% REDUCTION Door Recess: 5' Max. Bldg. A North: 6.5' Bldg. A West: 6.5' Bldg. B West: 6.5' Bldg. C West: 6.5' Bldg. A North: 1.5' INCREASE Bldg. A West: 1.5' INCREASE Bldg. B West: 1.5' INCREASE Bldg. C West: 1.5' INCREASE Cumulative Storefront Width: 70% min. Building A North: 40% Building B West: 42% Building C west: 39% Bldg. A North: 30% REDUCTION Bldg. B West: 28% REDUCTION Bldg. C west: 31% REDUCTION Transparency Ground: 70% min. / Upper: 40% min. Bldg. A North: 36% / 26% Bldg. A West: 65% / 31% Bldg. B West: 30% / 31% Bldg. C West: 29% / 30% 34% / 14% REDUCTION 5% / 9% REDUCTION 40% / 9% REDUCTION 41% / 11% REDUCTION W2. 6.115.C.2. Building Wall Signs B. may display one (1) permanent accessory building wall identification sign facing each public street frontage on the principal building in which the complex is located, not to exceed a sign area Sign Type 1 – Building Identity Sign: One (1) building identification sign each for Building A and Building C for up to a maximum of two (2) building identity signs. Allow one building identification on a non-street frontage for Building C. 200 Yacht Club Drive Revised: August 19, 2022 Justification Statement Site Plan & Waiver Application 3 | Page of twenty (20) square feet. W3. 6.115.C.2. Building Wall Signs C. Maximum sign area of five (5) percent of the facade area if the front building setback is twenty- five (25) feet minimum. Sign Type 2 – Tenant Sign: Maximum sign area of five (5) percent of the façade area with a front building setback of 0’ due to code-required build-to- zones. Removal of 25’ Setback requirement. W4. 45-31.G.3 A. A 7-foot perpetual sidewalk easement must be dedicated to the village along the US Highway 1 frontage. A 7-foot easement is proposed, however, landscaping encroaches into the easement Allowance of landscaping in the sidewalk easement BACKGROUND The subject property is comprised of three parcels; two of which are vacant, and the middle parcel which contains a single-story corporate office building. The northern parcel shows the vacant shell of what used to be a restaurant and parking lot. The southernmost parcel is completely vacant. In August of 2015 the Village of North Palm Beach engaged the Treasure Coast Regional Planning Council to develop a Master Plan for future/infill development and redevelopment in the Village. This resulted in a Master Plan being adopted by the Village Council in October 2016. The Village Master Plan identified the node of Yacht Club Drive and US-1 as a resort area with a waterfront village character. The Village Master Plan also included rendered schematic plans to denote potential new buildings that would fit the vision of the Village and its residents. The subject property was included on the schematic plans and rendered as apartments. Furthermore, street elevation renderings of the Yacht Club drive intersection were included to depict mixed-use development with varied rooflines and building facades. The vision for the Yacht Club Drive and US-1 intersection is further specified in the C-MU regulating plan seen in Figure 1 of the Village’s recently adopted LDR’s. The LDR’s include a list of regulating plans for key areas that define street frontages that will apply to redevelopment that include build-to-zones (BTZ) and defined setbacks. In lieu of setbacks where the building must be a minimum distance away from the property line, BTZ’s are typically brought right up to the property line with buildings fronting the street where that BTZ is required. The inclusion of build-to-zones serve to integrate buildings and streetscapes to improve the public realm and define the streetscape on a pedestrian- scale. As the Village aims to make US-1 more pedestrian friendly, a 7-foot perpetual 200 Yacht Club Drive Revised: August 19, 2022 Justification Statement Site Plan & Waiver Application 4 | Page sidewalk easement is now required for all properties that front US-1. The sidewalk easement is incorporated as part of the subject property site plan with an alternative design that includes a widened public sidewalk within US-1 with direct pedestrian connections to the site’s private and public open space areas. The proposed redevelopment of the subject property adheres to the recommendations of the Village Master Plan and is intended to implement the mixed-use district regulations from the LDR’s with the exception of the waivers requested, which the applicant believes will meet the intent of the regulations, but provide an innovated design to foster a sense of community and interaction between the residents of the development and Village residents walking along the US 1 corridor. Shortly after second round of comments in the Site Plan Review process, the development program of the subject site was updated to move forward with the inclusion of a separate structured parking garage located central to the site and the addition of six (6) townhomes to line the rear alley parallel to US-1. This concept remains consistent in architectural style and design for the 3 principal buildings fronting US Highway-1 (Building A, Building B, building C). Furthermore, after receiving staff certification, the Applicant presented the proposed development at the December 7th, 2021 Planning Commission with a 5-story 206-unit concept which received 5-1 approval with the condition provide a conceptual cross section for the Right of Way for the alley way/street dedication on the south end of the property line and a condition to eliminate the residential courtyard encroachment in to the seven (7) foot US-1 easement with only landscape to be allowed. This development program did not end up going to council after some feedback from Village staff and concern from the Village residents in regard to height and density. As such, the Applicant has revised the development program to remove the prior 5th floor which was proposed and limit the proposal to four (4) floors and 181 units, a 25-unit reduction from the initially proposed 206. The updated concept as provided and described herein serves to further the goals set forth in the 2016 Village Master Plan as the inclusion of the structured parking and rear- alley Townhomes will provide a variety of buildings that maintain the mid-rise scale and line the streets, while also providing a better alternative for surface parking. SURROUNDING USES Below is a description of the uses on the adjacent properties (or those on the other side of abutting R-O-W’s) to the north, south, east and west of the overall property. Note that the acreages, uses, number of units, etc. listed below are from the Property Appraiser of Palm Beach County’s web site. North: 200 Yacht Club Drive Revised: August 19, 2022 Justification Statement Site Plan & Waiver Application 5 | Page To the north of the subject property there are two parcels and the Yacht Club Drive R-O- W. The parcel fronting US-1 contains a gas station while the parcel directly east of the gas station contains Condominiums. PCN Acreage per PAPA Zoning Use 68434209020000230 .7 ac C-S Retail/Gas Station 6843420929(1010- 4070) ~1.3 ac (Not shown on PAPA R-3 Multi-Family - Condo East: To the east of the subject property there are five parcels. All but one of the parcels are within the R-1 Single-Family Dwelling District while the parcel furthest north consists of Multi-Family. PCN Acreage per PAPA Zoning Use 6843420917(0010-0140) ~.6 ac (Not shown on PAPA) R-3 Multi-Family - Condo 68434209010670010 .47 ac R-1 Single Family 68434209010660250 .39 ac R-1 Single Family 68434209010660240 .25 ac R-1 Single Family 68434209010660230 .25 ac R-1 Single Family West: To the west of the subject property there is the US-1 R-O-W, the North Palm Beach Country Club and Village Swimming Pool. PCN Acreage per PAPA Zoning Use 68434208000001080 145.69 ac. P -Public District Golf/Recreation South: To the south, there is a single parcel which contains corporate office space. PCN Acreage per PAPA Zoning Use 68434209010700100 1.73 ac. C-MU Office As shown above the majority of the land area surrounding the subject property supports residential uses with the exception of the North Palm Beach County Club parcel located to the west across US-1 and the commercial properties to the north and south for the gas station and office building. 200 Yacht Club Drive Revised: August 19, 2022 Justification Statement Site Plan & Waiver Application 6 | Page DESIGN PROGRAM The development program for the subject property consists of 181-rental units with amenity space and 1,578 SF of ground level commercial use(s) that is designed on the site plan as potential restaurant with direct frontage on US-1 and a public courtyard for outdoor seating. Four (4) of the rental units on the ground floor have been designed as live-work units with a separate work space that has direct access to the public courtyards. This configuration allows for the flexibility for those units to accommodate active or passive commercial uses such as an art gallery, florist, barber shop, yoga/dance studio, artisanal retail & bookstore. Ultimately, the market will determine the uses for commercial space and the live-work units. Typically, in form- based codes which promote a more urban form of development such as that envisioned by the Village’s Master Plan, the uses within the building are not as of much concern as the form of development. The design proposed strives to create the urban environment desired by the Village and create a pleasant experience for the pedestrian. Please note that in the traffic report prepared by Simmons & White included in this application, the 1,578 SF of ground-level commercial is classified as “restaurant” for its traffic generation rate. While the exact commercial use for the 1,578 SF commercial space isn’t set yet, the restaurant traffic generation rate accounts for the highest traffic generation as opposed to retail uses which elicit a lower traffic generation rate to ensure that regardless of what is proposed, the highest possible traffic generation will be accounted for. The Site Plan consists of 3 buildings that front US-1 and Yacht Club Drive as of a result of attempting to comply with the Build-To-Zones in the associated Regulating Plan to the greatest extent feasible. Also included in the site design are, a 4-level structured parking garage located central to the site, to the rear of the 3 buildings fronting US-1, and 6 townhomes that line the east facade of the structured parking garage... Each building fronting US-1 is separated by a 42’-45’ wide public courtyard that has direct access to the US-1 public sidewalk. The 3 buildings that front US-1 and Yacht Club Drive are 4 stories. The top level of the 3-story structured parking garage will contain an amenity level dedicated to a clubhouse, fitness area, and rooftop pool area for residents of the development. The depicted planters for landscaping on the rooftop deck are schematic at this time, but the intention is that planters provided with a final rooftop amenity deck plan will contain palms, shrubs & groundcovers species that are appropriate for a rooftop structure. Landscape specifications and the final rooftop amenity plan will be provided at time of permitting for the structure. Building “A”, as referred to on the site plan, is the northernmost building on the site and has an L-shaped orientation which fronts both Yacht Club Drive and US-1 due to the Build-To-Zones and frontage requirements. The Building A frontage is classified as “Storefront” per the form-based code in the Village Appearance Plan. Storefront 200 Yacht Club Drive Revised: August 19, 2022 Justification Statement Site Plan & Waiver Application 7 | Page buildings are classified as flexible space at the sidewalk level that are directly accessible for pedestrians. The portion of the Building A ground floor that faces the intersection of Yacht Club Drive and US-1 is to be comprised of amenities and a 1,578 square foot restaurant/commercial use for peak pedestrian visibility and traffic and to offer the transparent street-level public benefit, or active use areas, associated with Storefront frontage. The entrances to the amenity space and commercial use open directly to the sidewalk and public courtyard which offers further public benefit by providing awning shading to pedestrians. Waivers from the CM-U building frontage criteria are being requested along the northern frontage of Building A due to the angled north property line of Yacht Club Drive that requires an increased build-to-zone from 5’ to 12’ due to Building A’s orientation, as well as a waiver to the frontage requirement in order to allow for the main access point into the development along this frontage. Building “B” is the rectangular shaped middle building on the site and fronts US-1 on the Build-to-Zone. Building “C” fronts US-1 and is the southern-most building on the site and has an L-shaped orientation similar to Building A. Both Building B and C frontage are classified as Storefront per the form-based code in the Village Appearance Plan. Building B and C consist of entirely of multi-family dwellings including live-work units that make up the corner units that front on the public courtyards. The ground floor units in both Building B and C that face US-1 include private terraces that are enclosed. Six (6) 3-story Townhome units are also provided attached to the eastern facade of the structured parking garage. These units line the rear alley parallel to US-1 and contain a typical 3-bedroom model with a 2-car garage, private 2-car driveway, and rooftop deck and patio. Buildings A & B, and Buildings B & C are separated by two courtyards that provide public open space and pedestrian access into the property. The northern courtyard is 42’ wide and the southern courtyard is 45’ wide. Both courtyards have been designed to be used in tandem with the one-way 18’ special event alley located in between the structured parking garage and the three (3) principal buildings fronting US-1. Both courtyards and the special-event alley are designed with decorative pavement, lush landscaping, and seating to create a pedestrian friendly space with a flexible layout suitable for programming such as small farmer’s markets, food trucks, small arts & crafts, fairs, and other community events which provide public benefit. The collective 13,000 SF space as depicted by the dashed line on Site Plan, is designed to have a continuous “U” shaped layout with zero-grade pavers between the courtyards and special-event alley to provide an uninterrupted feel for pedestrians and Village programming to feasibly use and interact with the space when special-events are planned. This space also satisfies the public open space use requirement as set forth in Sec 36-23(b) which requires a minimum of 5% of the gross land area of shall be dedicated to public use. The 13,000 SF of public use area provided exceeds these requirements as 7% of the 178,413 SF of gross land area on the site is being dedicated as such. A continuous sidewalk system is provided throughout the project 200 Yacht Club Drive Revised: August 19, 2022 Justification Statement Site Plan & Waiver Application 8 | Page with direct access from each frontage to the buildings, courtyards, structured parking garage, and to the internal parking area. The main access to the 4.09-acre property will be provided from the north via a single ingress/egress points from/to Yacht Club Drive (a R-O-W which varies and is 90’ at its maximum). The main access will provide access to the structured parking garage which will have its access point located at the northeastern portion of the structure. Primary egress from the site will also be provided to Yacht Club Drive to await the turn signal to exit on US-1. A secondary ingress/egress is provided from the east through an existing 20-foot service road alley. This access point however, will not burden the existing 20-foot service alley as it will only be used for Fire access, and secondary egress point for those utilizing the limited number of parking surface parking spaces at the southern portion of the site. Ingress to the access point on the 20’ service alley will be limited to the 18 surface parking spaces on the southern portion of the site due to the one-way configuration of the special-event alley which prevents circulation to the Yacht Club Drive egress point and the remainder of the surface parking spaces and parking spaces provided in the structured parking garage. The 20’ service road alley also triggers a 7’ perpetual transportation & utility easement per section 45.31.G.2 in the Appearance Plan. A 5’+ wide landscaped buffer is situated directly inside of the 7’ perpetual transportation & utility easement creating a 12’ wide buffer strip between the alley and the site. The Townhouse private driveways encroach into this 12’ buffer area, however, there is ample landscaping area provided in between the units designed in groups of 2. EASEMENTS There are several existing easements which encumber the site which have been incorporated into the site plan: • 6’ easement that runs north-south on the east edge of Parcel A and a 12’ easement that lines the south edge of Parcel A. Both easements were recorded in the Marina Addition to Village of North Palm Beach Plat (P.B. 27 Pg 98). The easements recorded in this plat are for the current overhead powerlines that run through the south edge of Parcel A and along the 20’ service road. The 6’ easement coincides with the new 7’-foot perpetual transportation and utility easement discussed above. The 12’ easement is proposed to be modified to accommodate the proposed undergrounding of the existing overhead powerlines that extend east into the site from US-1. • 12’ x 25’ Seacoast Utility Authority (SUA) easement located at the southwest corner of Parcel B (ORB 9617 PG 768). This easement is anticipated to be released based on the proposed conceptual engineering plan and utility connections for the project. • 3’ Bellsouth Easement (ORB 24036 PG 13) located along the south property line is anticpated to remain while a 10’x20 portion of the same recorded easement is proposed to be abandoned with the ATT and FPL facilities located 200 Yacht Club Drive Revised: August 19, 2022 Justification Statement Site Plan & Waiver Application 9 | Page within that easement to be relocated as deemed needed upon final engineering and coordination with those providers. The applicant intends to underground the overhead power lines that run through the south edge of Parcel A to beautify and allow an uninterrupted view of the proposed mixed-use development fronting US-1. To facilitate this, a 10’ FPL easement is proposed in the courtyard between Building A and Building B. This will extend into the drive-aisle north of the structured parking garage which will contain a 25’ utility easement which will cover both the underground power line and the proposed internal SUA water main routing for the project. An existing SUA sanitary force main which occurs near the same location as the existing overhead powerlines is being proposed to be relocated from its current location to the southern boundary of the site within a 12’ SUA easement. Conversations with FPL and SUA regarding possibility of relocating the force main to the south and an underground power line within the north courtyard took place. It was concluded that a 10’ utility easement could accommodate the placement of the FPL underground powerline within the north courtyard and the relocated SUA force main would be accommodated in a 12’ easement along the south property line. The proposed development plans also include a new water main that extends into the site from US1 through the south courtyard which is accommodated within a 20’ SUA easement. The proposed landscaping and hardscape within this courtyard are designed to coordinate with the SUA easement and the setbacks required between trees/palms and the SUA facilities. The conceptual engineering plans for the project identify the location utility easements which circulates through the site to complete the proposed water main and sanitary sewer routing for the project. In addition to proposed utility easements for this development, the applicant has coordinated with staff to provide a 20’ easement along the south property line to be dedicated to the Village of North Palm Beach. This easement is provided to allow the creation of the potential new street depicted in the C-MU regulating plan if/when the property to the south of the subject site redevelops. ARCHITECTURE The project’s architectural design is a coastal vernacular, which means that it reverences both Florida and overall historic seaside orchestral style. This look is complementary for the area, as there the project is near the water and there are some projects in the area that have referenced this style in the Village. This style relies on scalable elements that make the architecture human in scale. The use of a siding looking finish with mixed wall finishes breaks up the building massing into scalable multi building look for the project. This style of architecture is outstanding in its ability to break buildings into smaller segments. Uses of tower elements and varied roofing lines help to carry this coastal look further. The architecture is further enhanced by the use of several different colors and metal roofing which calls out coastal design. The detailing in varied different railings and window shutters and trim treatments, as well as, the use of brackets further compliments the varied massing and roof lines. This concept is excellent for making the project feel like multiple 200 Yacht Club Drive Revised: August 19, 2022 Justification Statement Site Plan & Waiver Application 10 | Page buildings, which is a look that the Village’s design guidelines encourage. The project’s look and feel is further enhanced by breaking up the buildings and adding courtyards between them. These vias serve to humanize the project further. The overall design is created to be an exciting, pleasant and visually pleasing project which will be an asset to the Village of North Palm Beach. SIGNAGE A Master Sign Program has been included with this request to establish guidelines for all future signage. The Master Sign Program will act as the regulatory framework for all signage for the project. Where the Sign Program is silent, signs will be required to be consistent with the Village Sign Code requirements. Three sign types are being proposed as part of the Master Sign Program: Building Identity Signage, Tenant Signage, and Directional Signage. Sign variances have been included to implement the Master Sign Plan for the 200 Yacht Club Development as follows: Sign Type / Waiver Code Section Code Requirements Proposed Variance W2. 6.115.C.2. Building Wall Signs B. may display one (1) permanent accessory building wall identification sign facing each public street frontage on the principal building in which the complex is located, not to exceed a sign area of twenty (20) square feet. Sign Type 1 – Building Identity Sign one (1) building identification sign each for Building Elevation A and Building Elevation C for up to a maximum of two (2) building identity signs. Allow one building identification on a non- street frontage for Building C. W3. 6.115.C.2. Building Wall Signs C. Maximum sign area of five (5) percent of the facade area if the front building setback is twenty- five (25) feet minimum. Sign Type 2 – Tenant Sign: Maximum sign area of five (5) percent of the façade area with a front building setback of 0’ due to code-required build-to- zones. Removal of 25’ Setback requirement. DENSITY The allowable residential density for mixed-use projects in commercial zoning districts as defined by the Village of North Palm Beach’s Comprehensive Plan is 24 dwelling units per acre with the opportunity to receive up to 36 dwelling units per acre with a Workforce Housing Density Bonus. The proposed unit mix for the subject development comprises of 97 one-bedroom units, 74 two-bedroom units, 4 live-work units and 6 200 Yacht Club Drive Revised: August 19, 2022 Justification Statement Site Plan & Waiver Application 11 | Page Townhome units for a total unit count of 181 units. For the purposes of calculating residential density however, the Village Appearance Plan defines units that have only one bedroom or no separate bedrooms as one-half of a dwelling unit. • 97 one-bedroom units at 50% density equivalency turns out to be 49 units for the purpose of calculating residential density. • 74 two-bedroom units, four (4) live-work, and six (6) 3-bedroom Townhouse units are calculated at 100% density in which 84 units are considered a whole dwelling unit. • While 181 units are proposed, 133 units are calculated for residential density by calculating the total of the 84 two-bedroom and three-bedroom units that are counted whole (100%) and the 49-one-bedroom units that were calculated at 50% density equivalency. As of a result, the proposed 133 units divided by the 4.09 acres of the subject property provides a density of 32.52 dwelling units/acre which is achievable in the C-MU district through the Workforce Housing (WFH) Bonus. This amounts to 35 bonus units being credited to the WFH bonus above the 24 du/ac allowed by right. Of the 35 bonus units, 50% must fall in any of the 4 WFH income categories (Low, Mod1, Mod2, Middle). That 50% rate provides a total of 18 WFH units needed for the development. Further, no more than 50% of the WFH bonus units provided can be in the Middle (120%-140%) category, which means a maximum of 9 units can be placed in the 120%-140% category while the rest must be placed in the other income categories. The applicant will be pursing alternative “A” of Policy 1.B.2 of the Village Comprehensive Plan in which bonus units will be constructed on-site. PARKING Adequate parking on site is provided as there are 234 required parking spots and 8 required townhouse parking spots based on the mix of uses and intensity, and 302 provided (278 of which are provided for the principal residential units, live-work units, and restaurant located in Buildings A, B, and C, and 24 provided via private driveways and garages for the 6 Townhouse units lining the rear alley.) The parking provided on site consists of 225 parking spots offered in the garage structured parking and 49 standard surface spaces offered; 41 of which are at 9’ x 18’ for 90-degree parking, and eight (8) of which are stalls at 8’ x 22’ for parallel parking. There are also four (4) golf cart parking spaces at 6’ x 12’ and 7 ADA accessible spaces at 12’ x 18’ which are dispersed between the surface parking lot and the parking garage. New code provisions provide the opportunity to use golf cart spaces and have them count as up to 10% of the parking requirement to further encourage less automobile usage and also try to adhere to the waterfront resort demographic of residents in the area. There is also sufficient parking provided for the 6 townhouse units with each unit being provided 2 spaces in each respective private garage, and 2 spaces in each unit’s private driveway for a total of 24 spaces provided. Commercial and guest parking is provided with 16 spaces (8 at the south side of Building A and the 8 parallel parking 200 Yacht Club Drive Revised: August 19, 2022 Justification Statement Site Plan & Waiver Application 12 | Page spaces west of the garage). The reservation of these spaces will be regulated and monitored by internal building and management operations. CONCURRENCY Included with this application are the following documents related to the impact of the proposed project on public facilities: • Drainage: Please see enclosed Conceptual Engineering Plans and Drainage Statement prepared by Simmons & White in which the details of the proposed drainage system are provided. • Traffic: Please see enclosed Traffic Impact Statement prepared by Simmons & White discussing the proposed project for compliance with the Traffic Performance Standards (TPS) set by the Palm Beach County Traffic Division. • Water/Wastewater: Please see enclosed Conceptual Engineering Plans and prepared by Simmons & White in which the details of the proposed water/wastewater system are provided. A service letter has also been requested from Seacoast Utility Authority. • Palm Tran: A statement of agreement to keep the existing Palm Tran Bus Stop Pole has been reached with Palm Tran representatives. The existing bus stop is located near the intersection where the project proposes to have a small pedestrian plaza in front of the restaurant/amenity space in Building A. Typically, a 10’ x 30’ easement is needed for a new sheltered bus stop with this type of development; however, the applicant proved the transit-friendliness and pedestrian connectivity of the current development. The existing sidewalk within the US1 right of way will potentially be widened within the right of way (subject to FDOT permitting) and there exists a traffic signal and pedestrian crosswalks across both US1 and Yacht Club Drive. Also, the development will provide shade and overhangs/galleries as part of the waterfront-resort style development and will provide benches if needed pending coordination with Palm Tran and The Village of North Palm Beach. WAIVER STANDARDS SEC. 45-51 A. The extent to which the alternate standard proposed by the applicant differs from the code’s standard that would be waived; W.1: The granting of the requested waivers and deviations in the building frontages will be the minimum waivers requested to allow the site programming to meet code with proper site circulation, landscaping, buffering, and placement of utilities. The subject site was designed with constraints of 7’ easements on the east and west border of the site as well as an additional 5’ landscape buffer on the east. Building 200 Yacht Club Drive Revised: August 19, 2022 Justification Statement Site Plan & Waiver Application 13 | Page frontage waivers were the minimum waivers requested to fit the building design and parking circulation on the site. W.2. The requested waiver for Sign Type 1 to allow a building identification sign on a non-street frontage differs from the code’s standard by the minimum extent, as the waiver requested will provide adequate visibility and identification of the 200 Yacht Club development for individuals traversing north along US-Highway 1. There will be a total of two building identity signs as part of the proposed development which would not differ from the 2 signs that would be allowed by code, which permits a sign facing each public street frontage. There are two public street frontages as part of this development, Yacht Club Drive, and US Highway- 1. The only difference from what is allowed by code is the location of the signs provided. The sign located on Building A is situated on the corner of both Yacht Club Drive, and US Highway-1 allowing visibility from both street frontages. The sign located on Building C faces the south property line which does not have a street frontage. However, the intent will still be met as the applicant is proposing a 20’ easement to allow for the creation of the future side street located along the south property line subject to future permitting and redevelopment of the adjacent parcel to the south. Should the property to the south of the subject development ever redevelop and the Village constructs the future side street, the proposed building identity sign on Building C will meet the intent of facing a street frontage. W.3. The requested waiver for Sign Type 2 to remove the minimum 25’ setback requirement is the minimum waiver requested due to compliance with the C-MU district regulating plan build-to-zones which require storefront building frontage to be within 0’ to 5’ of the property line in order to orient building frontage to the public streets. The existing code requirement for signage setbacks as seen in Sec. 6- 115.B..2.C also does not account for signage included in the newly formed C-MU district. W.4. The requested waiver to allow landscaping in the 7’ US-1 Sidewalk easement is the minimum waiver requested due to the allowance of only landscaping in the sidewalk easement. As part of the proposed site design, the Applicant is widening the US-1 sidewalk to 8’ for a wider pedestrian thoroughfare, in accordance with the overall intent of the 7’ sidewalk easement for US-1. The landscaping provided also improves the pedestrian experience by providing greenery along the sidewalk, while also softening the edge of the building architecture along the ground floor. The Applicant has also agreed to minimize impacts to the 7’ US-1 sidewalk easement by agreeing to the condition imposed at the first Planning Commission meeting. The initial concept proposed included a waiver request to allow both private courtyard and landscaping in the easement. In agreeing to the condition, the Applicant has further minimized the waiver request. B. Whether the granting of the waiver will lead to innovative design in which other minimum standards are exceeded; 200 Yacht Club Drive Revised: August 19, 2022 Justification Statement Site Plan & Waiver Application 14 | Page W.1. The granting of the building frontage waivers for the subject site contribute to innovative design as the project’s look and feel is further enhanced by breaking up the buildings and adding courtyards between them. These vias serve to humanize the project further. The deviations in build-to-zones and building frontages allow the site design to function while having adequate space for parking and utilities. W.2. The granting of the requested waiver for Sign Type 2 to allow sign placement on non-street frontage leads to innovative design as the proposed identity sign will contribute to current visibility of the development as well as future visibility if the proposed side street south of the subject development is ever completed. The applicant is proposing a 20’ easement as part of the proposed design to facilitate the development of a future side street for better connectivity throughout the area. W.3. The granting of the requested waiver for Sign Type 2 to remove the minimum 25’ setback requirement will contribute to innovative design with compliance to the build-to-zone setbacks. This will encourage pedestrian activity and interaction with proper visibility provided by the signage in the public street frontage and courtyards which would otherwise be isolated if the signage had to adhere to the minimum 25’ requirement. The existing code requirement for signage setbacks as seen in Sec. 6-115.B..2.C also does not account for signage included in the newly formed C- MU district. W.4. Granting the requested waiver to allow the landscaping in the 7’ Sidewalk Easement contributes to innovative design as the proposed improves the pedestrian experience by providing greenery along the sidewalk, while also softening the edge of the building architecture along the ground floor. As previously mentioned, the Applicant is also providing additional innovative design by widening the US-1 sidewalk to 8’ for a wider pedestrian thoroughfare, in accordance with the overall intent of the 7’ sidewalk easement for US-1. C. Whether the request clearly demonstrates the public benefits to be derived; W.1. The granting of the building frontage waivers for the subject site demonstrates public benefits to derived as the building frontage reduction allow the development to be oriented closer to US Highway-1 to further the human-scale for pedestrians interacting with the space. W.2. The granting of the requested waiver for Sign Type 2 to allow sign placement on non-street frontage demonstrates public benefits to be derived as the sign is oriented to the south towards the potential side street as seen in the C-MU regulating plan. This will provide proper visibility and building identification for pedestrians not only traveling north on US-Highway 1, but also for potential pedestrians that would be traversing and interacting with the potential side street in the future. 200 Yacht Club Drive Revised: August 19, 2022 Justification Statement Site Plan & Waiver Application 15 | Page W.3. The granting of the requested waiver for Sign Type 2 to remove the minimum 25’ setback requirement clearly demonstrates the public benefits to be derived as there will be proper visibility for the individual tenants within this development. Considering the ground-floor location of the live-work units and retail, proper signage will invite and encourage pedestrians to interact with and activate the sidewalk and courtyards. W.4. The public benefit for the requested waiver to allow landscaping in the sidewalk easement is provided via the beatification and increase of green space of the pedestrian realm through the provision of the landscaping which softens the transition between the building frontage and pedestrian sidewalk space. The Applicant is also proposing widening the exiting sidewalk to 8’ for a wider pedestrian throughfare along US-1. D. Whether the request furthers the goals of the village master plan, and exemplifies the architectural, building, and site design techniques desired within the Village’s Appearance Plan; W.1.The granting of the building frontage waivers will further the goals of the Village Master Plan by incorporating contemporary architectural building design practices that will beautify the US-1 corridor as the various door recesses, street frontages, and building façade elements will still be beneficial despite the minor deviations. The techniques described in the Village Appearance Plan will be exemplified through the adherence to form-based code building forms. The minor waivers requested will be due to the nature of the orientation of the buildings and the site however, the required design elements of the storefront frontage will remain. W2.-W3. The granting of the requested signage waivers furthers the goals of the village master plan, and exemplifies the architectural, building, and site design techniques desired within the Village’s Appearance Plan as the signs will generate interest and visibility for the subject development and associated retail & live/work tenants. Each sign proposed will be consistent with the size, color, lettering, location, and arrangement of the building design, and will be scaled properly as there are no size deviations from the building wall sign regulations depicted in Sec. 6-115.C.2. W.4. Granting the requested waiver to allow landscaping in the 7’ Sidewalk easement furthers the goals of the village master plan and the Village appearance plan by protecting and to stabilizing the appearance of the proposed building through landscaping, and promoting acceptability, attractiveness, cohesiveness of the new development through the additional green space offered in the shrubbery proposed on US-1. E. Whether the requested waiver can be granted in the zoning district; 200 Yacht Club Drive Revised: August 19, 2022 Justification Statement Site Plan & Waiver Application 16 | Page W.1.-W.4. The requested waivers are consistent with the goals and vision of the C-MU district and the vision for the US-1 corridor. Goals for the C-MU district depict a reimagined US-1 corridor with livable/walkable streets and active building frontages to allow placemaking for pedestrians. The requested waivers are not adding new uses that are not allowable under this district and are not increasing allowable residential density. The minimum waivers requested to door building frontage design criteria enable site programming that ultimately comply with the goals set out in the Village Master Plan. The requested waivers for signage comply with the build-to-zone requirements in the C-MU district and goals set out in the Village’s appearance plan. F. Any unusual circumstances regarding the property or immediate area, including the location of power lines, specimen trees, or shade trees; W.1. There are unusual circumstances for the Building A frontage and build-to zones considering the placement of the SUA force main. Since SUA requires buildings to be set back a minimum 15’ from the SUA force main, Building A is pushed as far north as it can be leaves it in a fixed location. Additionally, the property lines along the US 1 Yacht Club Drive frontage is curved which makes it prohibitive for Building A and C to be within the 0’-5’ BTZ. This creates the extension of the maximum build-to-zone for which the waiver is being requested. W.2. The unusual circumstance that exists for the subject development in regard to the request to allow the building identity sign on a non-street frontage is the existence of the potential side street located south of the subject property on the C-MU regulating plan. Locating the second building identity sign on the South End of Building C allows proper visibility from the future potential construction of that side street. The granting of this waiver would also not deviate from the total amount of building identity signs that would otherwise be allowed by code as 2 signs are permitted in each situation. W.3. The unusual circumstance that exists for the subject development in regard to the request to remove the 25’ minimum setback for wall signage is the creation of the new C-MU district. The C-MU district was created in accordance with goals from the 2016 Village Master Plan in order to activate the public realm for US Highway-1 by creating a regulating plan with build-to-zones to bring building towards the public street frontages and line the sidewalks with active uses. The existing sign regulations in Sec. 6-115.C.2. do not account for the build-to-zones with the 25’ minimum setback requirement. The waiver in question is requested to better comply with the C-MU district and its build-to-zone setbacks. W.4. The unusual circumstances that exist for the site in regard to the waiver to allow the landscape area in the US-1 sidewalk easement, are the lack of landscaping along the eastern US-1 frontage of the site. Existing conditions today show a 5’ sidewalk and a 5’ grass strip separating the sidewalk and the US-1 Travel 200 Yacht Club Drive Revised: August 19, 2022 Justification Statement Site Plan & Waiver Application 17 | Page lanes. With the requirement of the build-to-lines and the orientation of the building frontage to face US-1, this leaves little landscape available to soften and screen the impact of the travel lanes and the developed buildings. The inclusion of the landscape in the sidewalk easement as well as the widened sidewalk allow the intent of a stronger pedestrian throughfare for the sidewalk to be met. G. The effect of approving or denying the waiver on the development project and on the surrounding area; W.1. The approval of the requested waivers to building frontage design criteria will not have a negative effect on the subject development and surrounding areas as the various door recesses, street frontages, and building façade elements will still be beneficial despite the minor deviations. The techniques described in the Village Appearance Plan will be exemplified through the adherence to form-based code building forms for storefronts. The minor waivers requested will be due to the nature of the orientation of the buildings and the site however, the elements of the storefront frontage will remain. W.2.-W.3. The approval of the requested waivers to the signage will have no negative impact on the surrounding area. The approval of the requested waiver to allow signage on non-street frontage will actually positively encourage potential future pedestrian activity with the proposed side street if constructed, and the approval for the requested waiver to remove the minimum signage setback requirement for visibility will invite and encourage pedestrians to interact with and activate the sidewalk and courtyards for retail & live/work tenants. W.4. The approval of the requested waiver for the landscape in the US-1 sidewalk easement does not have a negative impact on the surrounding area. The proposed landscaping will improve the appearance of the US-1 sidewalk with proper greenery to soften the building edge. H. Consistency with the comprehensive plan; W.1 & W.4. The requested waiver to allow the deviations from the storefront building frontage, and the requested waiver to allow landscape in the sidewalk easement, will be consistent with Objective 1.B in the comprehensive plan as the redevelopment of the aging US-1 corridor will be supported by predictable building types and infill development that follows contemporary and pedestrian-friendly building forms despite minor deviations due to site orientation. W.3.-W.4. The requested waivers to signage are consistent with the Comprehensive Plan and Policy 1.A.1.e. as the proposed signage will be consistent with the intent of the Village to regulate signage. As mentioned in the Village Appearance Plan, the proposed signage will be consistent with the size, color, lettering, location, and arrangement of the building design, and will be scaled 200 Yacht Club Drive Revised: August 19, 2022 Justification Statement Site Plan & Waiver Application 18 | Page properly as there are no size deviations from the building wall sign regulations depicted in Sec. 6-115.C.2. CONCLUSION On behalf of the applicant and property owners, UDS respectfully requests favorable review and consideration of this application for the approval of the Site Plan & Waiver application for 200 Yacht Club Drive. The project managers at Urban Design Studio are Michelle Cuetara who can be reached at (561) 366-1100 or via email at mcuetara@udsflorida.com & Lentzy Jean-Louis who can be reached via email at ljean-louis@udsflorida.com . Please contact the agent with any questions or for additional information in support of the requested application. U.S. HIGHWAY 1YACHT CLUB DRIVER/W (VARIES)120 ' R/W (IMPROVED)LOT 2MARINA ADDITION TOVILLAGE OF NORTH PALM BEACHP.B.27 PG.9845'LOT 23 LOT 22 LOT 25 BLOCK 66YACHT CLUB ADD IT ION TOVILLAGE OF NORTH PALM BEACHP.B .27 PG .98LOT 24 BLOCK 66LOT 23 BLOCK 6620' SERV ICE ROAD REMAIN D E R O F L O T 1 2 B L O C K 7 0 YACHT C L U B A D DI TI O N T O VILLAGE O F N O R T H P A L M B E A C H P.B.27 P G. 9 8 LOT 11 B L O C K 7 0 60'(P)(120' R/W) 60'(P) FOUND 1" IP 90°(P)LOT 21 LOT 1BLOCK 6645'CENTERLINE 60'(P)60'(P) SOUTH LI N E O F L O T 1 2 B L O C K 7 0 C 20' SERVICE ROADTEVEV TPROPOSED 7' PERPETUAL TRANSPORTATION& UTILITY EASEMENT(PER SEC. 45-31.G.2)9.5'8'19'28'SIDES.B .24.0'18.0'4.0'S.W.30.0' S.B.12'5'TYP.TBA: 12'x25'SUAE(ORB 9617PG.768)22'TYP.6'x12' ANCHOR EASEMENT (P.B.26 PG.249)TO BE RELEASED/ABANDONED5' L.B.7'ESMT.6.0' EASEMENT(PB.26 PG.249 EXISTINGO.H.L.TO BE BURIEDMIN. 5' PARKINGLOT BUFFER:TREES 30' O.C.PLUSCONTINUOUSHEDGE, 3' HT.R20.0'BUILDING 'A'4-STORY / 46'8" HT.RESIDENTIAL (MULTI-FAMILY)60 UNITSF.F.E.13.5 N.A.V.D.BUILDING 'B '4-STORY / 46'8" HT.RESIDENTIAL (MULTI-FAMILY & LIVE-WORK)36 UNITSF.F.E. 13.5 N.A.V.D.45'SOUTHCOURTYARD(PUBL ICOPEN SPACE )SEE DETA IL SHEET RP -33'x12' ANCHOREASEMENT (TBA)(P.B.26 PG.249)PROPOSED MAX. 2' HT.RETAINING WALL18.0'4.0'S/W3.5'S/WPROPOSED 7'PERPETUALSIDEWALK ESMT.(PER SEC. 45-31.G.3)MIN. 5' PARKING LOT LANDSCAPE BUFFERMIN. 1 TREE PER 30' L.F. (MAX. 30' O.C.)PLUS MIN. 36" HT. HEDGEPROPOSED 8' PUBLIC SIDEWALK5' SIDEWALK EXISTING.(3' EXPANSION SUBJECT TO FDOTPERMITTING)S82°19'20"W 157.76'N12°47'13"W (M) 190.37' N70°40'0 7 " E 3 2 0. 0 3'S20°07'45 "E24.95 'R=2804.93 ' Δ=11°00 '31" A=538.92 'R=2484.93 'Δ=7°20'32"A=318.43 'A=85.60'Δ=10°06'20"R=485.31'A=44.53'Δ=5°15'26"R=485.31A=39.90'Δ=91°26'35"R=25.00'PROPOSED RECONSTRUCTED 5' PUBLIC SIDEWALK IN R/WGOLF CARTPARKING(4 SPACES)2'1ST FLOORRETAIL/RESTAURANT1,578 SF83' REAR S.B.N20°07'45"W29.40 'ZONING DISTRICT: P - PUBLIC DIST.USE:GOLF/RECREATIONZONING DISTRICT: C-SUSE: RETAIL / GAS STATION ZONING DISTRICT: R-3USE: MULTI-FAMILY CONDO 8'EX. PALM TRANSTOP SIGN W/PROPOSEDBENCH FORWAITING AREA10' SIGHTCORNER1,256 ADT36(60)51(44)AM(PM)7'(3)BIKERACKS7'0'-12' BTZ(SUBJECT OFWAIVER #W.2)ZONING DISTRICT: R-3USE: MULTI-FAMILY CONDOZONING DISTRICT: C-MU USE: OFFICE ZONING DISTRICT: R-1USE: SINGLE FAMILY140 ADTZONING DISTRICT: R-1USE: SINGLE FAMILYAM(PM)2(5)4(5)3(3)1(1)RELOCATED FPL & ATT EQUIP.AFTER ABANDONMENT OF 10X20BELLSOUTH ESMT.(ORB 24036/13)5.0'12.3'4' SIDEWALK FOR ACCESS TOGROUND FLOOR UNIT PATIO, TYP.6 EXISTING SABALPALMS WITHIN RIGHTOF WAY TO BEREPLACED AS PART OFUTILITY AND SIDEWALKRECONSTRUCTION.SEE LANDSCAPE PLAN.FOUNDATIONPLANTER (F .P . ) AT40% OF EACHFACADE EXCEPTSTOREFRONTFRONTAGE (US 1AND YACHT CLUBDR. FRONTAGE )SEE SHEET RP -4FOR BLDG . A , B & CF.P . CALCS , TYP .CRP-21ST FLOORLIVE-WORKUNIT1,056 SFS24.0'BRP-2DASHED LINEINDICATES PUBLICUSE AREA - 13,000 SF42'NORTHCOURTYARD(PUBLIC OPEN SPACE)SEE DETA IL SHEET RP-312.0 'PROP.SUAU.E .59928346.0'0'-6' BTZ(SUBJECT OFWAIVER #W.1)47' REAR S.B.19.3'16.8'BUILD ING 'C '4-STORY / 46 '8 " HT .RESIDENT IAL (MULT I -FAM ILY & L IVE -WORK )79 UN ITSF.F .E . 13 .5 N .A .V .D .55.2 '6210.6 '7.6 '18.0'10' SIGHTCORNER3-STORY PARKING GARAGE225 SPACESFOURTH FLOORRESIDENTIAL CLUBHOUSE& ROOF TOP AMENITIES6,533 SFMAX. 46' HT. R25'R20'6.6 'S/W22.0'U.E.12.0 'U.E . 12'6'SSS22222220'20'20'20'25' S.B.25.5'26.6'19'19'TOWNHOUSEPRIVACY WALL OR FENCEMAX. 4' HT.20'20'TRASHROOM24'20.0 'SUAUE10'FPLU.E .FHFH9.0'TYP.TOWNHOUSE2 UNITS3-STORY /MAX. 30' HT.4.4'TOWNHOUSE2 UNITS3-STORY /MAX. 30 ' HT.TOWNHOUSE2 UNITS3-STORY /MAX. 30' HT .1ST FLOORLIVE-WORKUNIT1,056 SF1ST FLOORLIVE-WORKUNIT1,056 SF1ST FLOORLIVE-WORKUNIT1,056 SF20.0'SUAU.E.ARP-215.0'SUAU.E.6.5'8.8'9.0'TYP.PROPOSED 8"WATER MAIN IN R/W6'8'8 SPACES FOR USE BY GUESTS ANDCOMMERCIAL CUSTOMERSTO BE REGULATED AND MON ITOREDBY BU ILD ING OPERAT IONS10'FPLU.E.TOWNHOUSEPRIVACY WALLOR FENCEMAX. 4' HT.TURN AROUND SPACE21.4'8 SPACES FOR USEBY GUESTS ANDCOMMERCIALCUSTOMERSTO BE REGULATEDAND MONITORED BYBUILDINGOPERATIONSPROPOSEDRECONSTRUCTED SUA10" WATER MAIN IN R/WPROPOSED 20' ACCESSEASEMENT FOR FUTUREC-MU NEW STREET BYOTHERS (SUBJECT TOPERMITTING &APPROVALS UPONREDEVELOPMENT OFADJACENT PARCEL)SEE SECTION 'D2' SHEETRP-220'3' BELLSOUTHESMT. (ORB24036/13)3.0 '10.7'R25'R2 5 '15.9 ' WATERMAIN S .B .(15' m in .)16' WATERMAIN S .B . (15 ' m in . )16' WATERMAIN S.B.(15' MIN.)12.0' ROOFOVERHANGS.B.12.7 'ROOFOVERHANGSSD1RP-218.0 '24.0 '18.0 '4.0 ' S/W3' WALKWAY FOR TOWNHOUSE UNITPEDESTRIAN CONNECTION TO SITESIDEWALK NETWORK3.0'S/W26.6'R35'TRASHROOM10'FPLU.E. Drawing name: H:\JOBS\Yacht Club Drive_20-013\Robbins NPB LLC_DD_.000\Drawings\Site Plan\2022-08-19_FSP_Resubmittal_Remand to PB.dwg Urban Planning & DesignLandscape ArchitectureCommunication GraphicsRevision Dates:Designed By:Drawn By:Checked By:Project No.:Date:Scale:0NORTHCopyright:All ideas, designs, arrangements, and plansrepresented by this drawing are owned by andthe property of the designer, and were createdfor the exclusive use of the specified project.These ideas, designs, arrangements or plansshall not be used by, or disclosed to any person,firm, or corporation without the writtenpermission of the designer.610 Clematis Street, Suite CU02West Palm Beach, FL 33401561.366.1100 FAX 561.366.1111www.udsflorida.com#LCC000035OCTOBER 202020-013.000MLCMLCKTSP-1of 12020-12-01: Site Plan Review Submittal2021-02-16: DRC Response Resubmittal2021-07-09: DRC Resubmittal #22021-09-15: DRC Resubmittal #32021-10-29: DRC Resubmittal #4 (Fire & SUA)2021-11-19: DRC Resub. (EV parking & Fire Lane)2022-07-11: Remand Submittal (Height Rev)North Palm Beach, Florida SITE PLAN 200 YACHT CLUB DRIVE MIXED-USE RESIDENTIAL 60'30'15'1" = 30'-0"LAND USE DESIGNATION:COMMERCIALZONING DISTRICT:C-MU / US-1 MIXED USE DISTRICTPROPERTY CONTROL NUMBER(S):68-43-42-09-02-000-001068-43-42-09-01-070-014068-43-42-09-01-070-0121EXISTING USE:VACANT COMMERCIALPROPOSED USES: RESIDENTIAL,DWELLING - MULTI-FAMILY RENTAL (PERMITTED)LIVE/WORK UNIT (PERMITTED)BUSINESSSTORES & SERVICES, GENERAL (PERMITTED)RESTAURANT (PERMITTED)GROSS SITE AREA: 4.09 AC. / 178,413 SFGROSS FLOOR AREA: TOTAL 227,975 SFSITE DATA:PARKING DATA:LEGEND:AC. = ACRE(S)BTZ = BUILD TO ZONESEE SHEET RP-1 BUILDING FRONTAGE DIAGRAMEX. = EXISTINGFH = FIRE HYDRANT(REFER TO CIVIL PLAN)PKG. = PARKINGR/W = RIGHT OF WAYS.B. = SETBACKS/W = SIDEWALKT = POSSIBLE ELEC. TRANSFORMER LOCATIONT.B.A. = TO BE ABANDONED OR RELEASEDU.E. = UTILITY EASEMENTD= REFUSE (DUMPSTER) ENCLOSURE(MIN. 6' HT. SCREEN WALL W/ OPAQUEGATE AT OPENING - SEE SHEET RP-2)= EXISTING CONCRETE POWER ORLIGHT POLEDEVELOPMENT TEAM:ARCHITECT:Urban Design Studio610 Clematis St. Ste. CU02West Palm Beach, Florida 33401561.366.1100LANDSCAPEARCHITECT/PLANNER:CIVIL &TRAFFICENGINEER:Simmons & White, Inc.2581 Metrocentre Blvd., Suite 3West Palm Beach, FL 33407561.478.7848SpinaOrourke + Partners 285 Banyan Blvd. West Palm Beach, FL 33401561.684.6844 SURVEYOR:Brown & Phillips, Inc.1800 Old Okeechobee Rd., Ste. 509West Palm Beach, FL 33409561.615.3988Notes1. Base information based on survey prepared by Brown & Phillips,Inc. with title commitment dated October 2020.2. Prior to construction, all utility locations to be verified to ensure thatlandscape material does not conflict with utilities.3. All stop bars shall be setback 4' in advance of pedestriancrosswalks.4. All accessible paved routes shall not exceed a 20:1 slope.5. Locations of all proposed traffic signage shall be established by theengineer of record.6. Curbing details to be shown on engineering construction plans.7. Surrounding property information shown for informational purposesonly.8. Handicap parking signs shall be placed behind the sidewalk in areaswhere sidewalk abuts the stall.LOCATION MAPSITEConcurrency SummaryMULTI-FAMILY RESIDENTIAL181 UNITSRESTAURANT 1,578 SFPARKING REQUIRED234 SPACESplus 8 SPS (TOWNHOUSE)RESIDENTIALBLDG. A, B, C UNITS: 1.25 / UNIT @ 171 UNITS = 214 SPACESLIVE-WORK: 1 PER 1,000 SF @ 4,224 SF / 4 LIVE-WORK UNITS = 4 SPACESRESTAURANT: 10 PER 1,000 SF @ 1,578 SF = 16 SPACESTOWNHOUSE:1.25 / UNIT @ 6 UNITS = 8 SPACESPARKING PROVIDED278 SPACES *GARAGE PARKING:225 SPSSURFACE PARKING:STANDARD: 49 SPS. (9' x 18' -90d) (8'x22' -parallel)GOLF CART :4 SPS. (6' X 12')----------------------------------------------------------------------------------------------------------------ACCESSIBLE PARKING : 7 SPS.(12' x 18')(INCLUDED IN TOTAL PARKING COUNT ABOVE, FOR 201-300 SPACES PROVIDED)------------------------------------------------------------------------------------------------------------------TOWNHOUSE PARKING PROVIDED24 SPACES (TOWNHOUSE)PRIVATE GARAGE: 2 SPS. PER UNIT X 6 UNITSPRIVATE DRIVEWAY: 2 SPS PER UNIT X 6 UNITS*NOTE: A MINIMUM OF SIX (6) OF THE PROVIDED PARKING SPACES SHALL BE FORELECTRIC VEHICLE (EV) CHARGING STATIONS. 2 EV SPACES ARE PROVIDED IN THESURFACE PARKING AREA AND 4 EV SPACES WILL BE PROVIDED IN THE GARAGE.= PROPOSED SITE LIGHTINGSEE PHOTOMETRIC PLAN= INDICATES PRIMARY PEDESTRIANENTRANCES = PRELIMINARY BENCH /PUBLIC SEATING LOCATION.REQUESTED C-MU WAIVERS = PROPOSED STOP SIGN/BARMAX. DENSITY PERMITTED: 24 DU/AC BY RIGHT, UP TO 36 DU/ACWITH WORKFORCE HOUSING DENSITY BONUSDENSITY PROPOSED: 32.52 DU/AC / 133 UNITS EQUIVALENT DENSITY *WITH WORKFORCE HOUSING DENSITY BONUS1-BEDROOM = 97 UNITS (50% EQUIV. DENSITY *)2-BEDROOM = 74 UNITS (100% EQUIV. DENSITY)TOWNHOUSE 3-BR = 6 UNITS (100% EQUIV. DENSITY)LIVE-WORK = 4 UNITS (100% EQUIV. DENSITY)TOTAL = 181 UNITS (133 UNITS EQUIVALENT DENSITY)* PER SEC. 45-2, FOR PURPOSES OF COMPUTING RESIDENTIAL DENSITY A DWELLING UNITTHAT CONTAINS ONLY ONE BEDROOM, OR NO SEPARATE BEDROOM, COUNTS ASONE-HALF A DWELLING UNIT.BUILDING HEIGHT (SEC. 45-31): 4 STORIES / MAX. 46'8" HT.Note: The maximum height of a building in feet is controlled by the maximum ceiling heights forindividual stories, as provided in subsection 45-31.E.5. Refer to Building Elevations for proposedheight.PUBLIC USE AREA PROPOSED: 13,000 SF (7% OF GROSS SITE AREA)EV= PROPOSED ELECTRIC VEHICLECHARGING SPACEH:\JOBS\Yacht Club Drive_20-013\Robbins NPB LLC_DD_.000\Drawings\Site Plan\2022-08-19_FSP_Resubmittal_Remand to PB.dwg, 8/18/2022 10:26:14 AM, Mcuetara, ARCH full bleed D (24.00 x 36.00 Inches), 1:1 EVEVYACHT CLUB DRIVELOT FRONTAGE 314.5'REQUIRED BUILDING FRONTAGE = MIN. 188.7' (60%)PROPOSED BUILDING FRONTAGE = 176.9' (56%) *U.S. HIGHWAY 1LOT FRONTAGE 585.8' REQUIRED BUILDING FRONTAGE = MIN. 359.28' (60%)PROPOSED BUILDING FRONTAGE = 460' (78%)STOREFRONT BUILDING FRONTAGE 150'CUMULATIVE STOREFRONT WIDTH (COVER): REQUIRED MIN. 70% | PROPOSED 39% (58.6') *STOREFRONT BUILDING FRONTAGE 153.33'CUMULATIVE STOREFRONT WIDTH (COVER): REQUIRED MIN. 70% | PROPOSED 42% (64.58')*STOREFRONT BUILDING FRONTAGE: 157'CUMULATIVE STOREFRONT WIDTH (COVER): REQUIRED MIN. 70% | PROPOSED 100% (157')STOREFRONT BUILDING FRONTAGE: 176.9'CUMULATIVE STOREFRONT WIDTH (COVER): REQUIRED MIN. 70% | PROPOSED 40% (71.75')*0'-5' BTZ PROPOSED 7' PERPETUAL SIDEWALK ESMT.PER SEC. 45-31.G.3BLDG. 'A'BLDG. 'B'BLDG. 'C'0'-5'BTZ12'0' - 12' BTZ *7.3'6.5'DOORRECESS ** - Indicates subject to Waiver. See SP-1 waiver chart5'7.0'6.5'DEPTH*+ INDICATES COVER(STOREFRONT)(MIN. 4' DEPTH)0' -6'BTZ *7.0'6.5'DEPTH *COVERCOVERCOVERCOVERCOVERCOVERCOVERCOVERCOVER6'COVER COVER COVER COVER COVERCOVERCOVERCOVERCOVERCOVERCOVERCOVERCOVERCOVER PARKINGGARAGETHTHTHTHTHTH14'14'14'16.6'Drawing name: H:\JOBS\Yacht Club Drive_20-013\Robbins NPB LLC_DD_.000\Drawings\Site Plan\2022-07-11_REGULATING PLAN_RemandResub.dwg Urban Planning & DesignLandscape ArchitectureCommunication GraphicsRevision Dates:Designed By:Drawn By:Checked By:Project No.:Date:Scale:0NORTHCopyright:All ideas, designs, arrangements, and plansrepresented by this drawing are owned by andthe property of the designer, and were createdfor the exclusive use of the specified project.These ideas, designs, arrangements or plansshall not be used by, or disclosed to any person,firm, or corporation without the writtenpermission of the designer.610 Clematis Street, Suite CU02West Palm Beach, FL 33401561.366.1100 FAX 561.366.1111www.udsflorida.com#LCC000035October, 202020-013.000MLCMLCRP-1of 52020-12-01: Site Plan Review Submittal2021-02-16: DRC RESPONSE RESUBMITTAL2021-07-09: DRC RESUBMITTAL2022-07-11: Remand ResubmittalNorth Palm Beach, Florida BUILDING FRONTAGE COMPLIANCE DIAGRAM 200 YACHT CLUB DRIVE MIXED-USE RESIDENTIAL 40'20'10'1" = 20'-0"H:\JOBS\Yacht Club Drive_20-013\Robbins NPB LLC_DD_.000\Drawings\Site Plan\2022-07-11_REGULATING PLAN_RemandResub.dwg, 7/5/2022 3:48:56 PM, Mcuetara, ARCH full bleed D (24.00 x 36.00 Inches), 1:1 8.0' PUBLIC S/W(5' EXISTING)120' R/WU.S. HWY. 1PROPPOSED 7.0' S/W ESMT.(SEC. 45-31.G.3) PROPOSED PALMS, FLOWERING TREES &UNDERSTORY PLANTS BETWEEN BUILDING ANDPROPERTY LINESMALL TREES/PALMS TO BE PLANTED WITH 10' MIN.SEPARATION TO SUA MAIN OR 7' MIN. W/ROOTBARRIER. LARGE TREES WILL REQUIRE 15' MIN.SETBACKS OR 10' MIN. W/ROOT BARRIERSUPPERLEVELUNITBALCONY6.5'COVEREDBALCONYSUBJECT SITE(200 YACHT CLUB).PLPROPOSED 10" WATER MAIN WITHIN R/W. EX. WATER MAIN (TO BE REMOVED / ABANDONED)BLDG. S.B.VARIES 11'-17'MIN. 10.0' SMALLTREE/PALM S.B. OR 7' MIN.W/ ROOT BARRIER2.5'SOD2.0'CURB &GUTTERGROUNDFLOORUNITBALCONYLANDSCAPEDOPEN SPACE LANDSCAPE WITHIN 7' SIDEWALKEASEMENT SUBJECT OF WAIVER #W.4PROPOSED ±6"-2'HIGH RETAINING WALL, STACKED BLOCKWALL OR APPROVED EQUAL (BY OTHERS)20' SERVICE ROAD(ALLEY)EX. 6'ESMT. /PROP.7.0'ESMT.TREES WITHIN BUFFER ADJACENT TO UTILITYLINES TO COMPLY WITH FPL TREE GUIDELINES.5.0'LANDSCAPEBUFFEREXISTINGOVERHEADUTILITIES(proposed to beremoved andreconstructedunderground)SUBJECT SITE(200 YACHT CLUB).PROPOSEDRECONSTRUCTEDMEANDERING5' SIDEWALKR/WYACHT CLUB DRIVE PROPOSED PALMS & UNDERSTORY PLANTSWITHIN RIGHT-OF-WAY SUBJECT TO VILLAGE OFNPB REVIEW AND PERMITTING.SIX (6) EXISTING SABAL PALMS WITHIN RIGHT-WAYIMPACTED BY WATER MAIN AND SIDEWALKRECONSTRUCTION TO BE REPLACED 1:1. SEE LANDSCAPE PLAN FOR PROPOSED DESIGN.UPPERLEVELUNITBALCONYBLDG. SETBACKVARIES 4.4' - 8.9'GROUND FLOOR UNITCOVERED PATIOHT. VARIES 6" TO 4.7'SODDED SWALE. MIN. 4' CLEARANCEBETWEEN TRAVEL LANE ANDPROPOSED ORNAMENTAL GRASSESWITHIN RIGHT-OF-WAYPROPOSED RECONSTRUCTEDWATERMAIN WITHIN R/W.+/-35' BUILDINGSETBACK TORECONSTRUCTEDWATER MAINEXISTING15" R.C.P.SUBJECT SITE(200 YACHT CLUB)1ST FL.UNITPATIOSUPPER LEVEL UNITBALCONIES.28.0'PROPOSEDBUILDINGSETBACK(0' required).ADJACENT SITESOUTH SECTION - current conditionsADJ. PARCEL EX.VEHICULAR USEAREASOUTHPLPROP.12.0'SUAUEPROP. 6"SUA F.M.EX. 3.0'BELLSOUTH U.E.ORB 24036/1310' FOUNDATIONPLANTING AREA(MAX. 4:1 SLOPE)20.0'5' MIN.TREES.B.PROP.YARDDRAINPROPOSED 20' ACCESSEASEMENT FOR FUTURE C-MUNEW STREET BY OTHERS(SUBJECT TO PERMITTING &APPROVALS UPONREDEVELOPMENT OF ADJACENTPARCEL)SUBJECT SITE(200 YACHT CLUB)1ST FL.UNITPATIOSUPPER LEVEL UNITBALCONIES.28.0'PROPOSEDBUILDINGSETBACK(0' required).ADJACENT SITESOUTHPLPROP.12.0'SUAUE6" SUAF.M.EX. 3.0'BELLSOUTH U.E.ORB 24036/138' FOUNDATIONPLANTING AREA(MAX. 4:1 SLOPEADJACENT SITEFUTURE 20.0'ACCESS EASEMENTSUBJECT SITEPROPOSED 20.0'ACCESS EASEMENT5' MIN. TREE S.B.(TO PIPE)10'travellane10'travellane40' NEW STREET *ALT. Design Section from 60' R/W per LDR Sec. 45-31GSection depicts potential for new street concurrent with future redevelopment of adjacent parcel.8'landscapeNOTE: THIS SECTION ISCONTINGENT ON DEVELOPMENTOF ADJACENT PARCEL AND FINALENGINEERING AND PERMITTINGTHROUGH FDOT AND VILLAGE.8'landscape/drainage/utilities2'F CURB2'F CURBSTORMDRAINPIPEPOTENTIALFUTURE NEWSTREET14' MIN. CLEARANCE10' MIN.ENCLOSURE LANDSCAPEDWITH 36" HT. HEDGE, PLANTED @ 2' O.C.14' MIN.CONTAINERS SHALL BE SCREENED FROMVIEW BY A 6' HT. SOLID OPAQUEENCLOSURE.OPAQUE GATE WITH MIN. 14' OFCLEARANCE WHEN GATE ISOPENSTORAGE AREA:MIN. OF ONE 8 YD. REFUSECONTAINER AND TWO -95GAL. TOTORS RECYCLINGCONTAINERS16' MIN.Drawing name: H:\JOBS\Yacht Club Drive_20-013\Robbins NPB LLC_DD_.000\Drawings\Site Plan\2022-07-11_REGULATING PLAN_RemandResub.dwg Urban Planning & DesignLandscape ArchitectureCommunication GraphicsRevision Dates:Designed By:Drawn By:Checked By:Project No.:Date:Scale:0NORTHCopyright:All ideas, designs, arrangements, and plansrepresented by this drawing are owned by andthe property of the designer, and were createdfor the exclusive use of the specified project.These ideas, designs, arrangements or plansshall not be used by, or disclosed to any person,firm, or corporation without the writtenpermission of the designer.610 Clematis Street, Suite CU02West Palm Beach, FL 33401561.366.1100 FAX 561.366.1111www.udsflorida.com#LCC000035October, 202020-013.000MLCMLCRP-2of 52020-12-01: Site Plan Review Submittal2021-02-16: DRC RESPONSE RESUBMITTAL2021-07-09: DRC RESUBMITTAL2021-09-15: DRC RESUBMITTAL2022-07-11: Remand ResubmittalNorth Palm Beach, Florida REGULATING PLAN - SITE DETAILS 200 YACHT CLUB DRIVE MIXED-USE RESIDENTIAL 60'30'15'1" = 30'-0"TYPICAL PARKING SPACE DETAIL N.T.S.18' STANDARD / 16' COMPACTMINIMUM REQUIREMENTS FOR DUMPSTER ENCLOSURE9' TYPICALOR 2' TO FACE OF CURB WHEREOVERHANG PROPOSED(REFER TO SITE PLAN)STALL PAINTINGDETAILN.T.S.SECTION 'A' - U.S. HIGHWAY 1 FRONTAGESECTION 'B' - EAST BUFFERSCALE: 1" = 10'SCALE: 1" = 10'CURB OR WHEELSTOP WHEREADJ. TO WALKWAY ORLANDSCAPE AREASECTION 'C' - YACHT CLUB DRIVE FRONTAGESCALE: 1" = 10'SECTION 'D1' - SOUTH BUFFERSCALE: 1" = 10'SECTION 'D2' - SOUTH FUTURE NEW STREETSCALE: 1" = 10'H:\JOBS\Yacht Club Drive_20-013\Robbins NPB LLC_DD_.000\Drawings\Site Plan\2022-07-11_REGULATING PLAN_RemandResub.dwg, 7/5/2022 4:36:19 PM, Mcuetara, ARCH full bleed D (24.00 x 36.00 Inches), 1:1 BLDG. 'A'6' S/W 5.0'S/WREFER TO LANDSCAPE PLANFOR PLANTING DESIGN, TYP.CONCRETE SIDEWALK WITHIN R/W(5' EXISTING / WIDENED TO 8' PROPOSED8'US HIGHWAY 1 CURBSEATING WALLBIKE RACKSSEE DETAIL,THIS SHEETDECORATIVEBRICK PAVERWALKWAY42'CAFE COVERED PATIO LIVE-WORKUNITACCESSLIVE-WORKUNITACCESS1ST FLOORCOMMERCIAL USE(CAFE/RESTAURANT)5.8'22.0'2.5'5'9'5'9'11.0'12'PROP.10.0'FPLU.E.10.0'BLDG. 'B'18.0'FREESTANDINGBENCH4'5'9.0'6.6'21.9'6.6'17.5'SPECIAL EVENTALLEYW/ DECORATIVEBRICK PAVERS5.0'S/WPROPOSED20.0'SUA U.E.SIDEWALK WITHIN R/W(5' EXISTING / WIDENED TO 8' PROPOSEDUS HIGHWAY 1 CURBDECORATIVEBRICK PAVERWALKWAY(FLEX OPENSPACE)MOVABLEFURNISHINGSONLY WITHIN SUAU.E.LIVE-WORKUNITACCESSLIVE-WORKUNITACCESSSEATING WALLBLDG. 'C'BLDG. 'B'18.0'SPECIAL EVENTALLEYW/ DECORATIVEBRICK PAVERS18.0'REFER TO LANDSCAPE PLANFOR PLANTING DESIGN, TYP.5.0'S/W10.9'7.7'8'14.3'15'15.0'15.0'15.0'REMOVABLEDECORATIVEBOLLARDS2'2.5' MIN.BETWEEN RACKS2.5'6.0' min.10.0'Drawing name: H:\JOBS\Yacht Club Drive_20-013\Robbins NPB LLC_DD_.000\Drawings\Site Plan\2022-07-11_REGULATING PLAN_RemandResub.dwg Urban Planning & DesignLandscape ArchitectureCommunication GraphicsRevision Dates:Designed By:Drawn By:Checked By:Project No.:Date:Scale:0NORTHCopyright:All ideas, designs, arrangements, and plansrepresented by this drawing are owned by andthe property of the designer, and were createdfor the exclusive use of the specified project.These ideas, designs, arrangements or plansshall not be used by, or disclosed to any person,firm, or corporation without the writtenpermission of the designer.610 Clematis Street, Suite CU02West Palm Beach, FL 33401561.366.1100 FAX 561.366.1111www.udsflorida.com#LCC000035October, 202020-013.000MLCMLCRP-3of 52020-12-01: Site Plan Review Submittal2021-02-16 DRC RESPONSE RESUBMITTAL2021-07-09: DRC RESUBMITTAL2021-09-15: DRC RESUBMITTAL2022-07-11: Remand ResubmittalNorth Palm Beach, Florida REGULATING PLAN - COURTYARD DETAILS 200 YACHT CLUB DRIVE MIXED-USE RESIDENTIAL 60'30'15'1" = 30'-0"PUBLIC OPEN SPACE - COURTYARD CONCEPTSCALE: 1" = 10'NORTH COURTYARDSOUTH COURTYARD7' SIDEWALK EASEMENTPER SEC. 45.31.G.3OUTDOORSEATING AREA·A RACK IS ONE OR MORE ELEMENTS JOINED ON A COMMON BASE·BIKE RACK AND RACK AREA DIMENSIONAL CRITERIA BASED ONRECOMMENDATIONS FROM THE ASSOCIATION OF PEDESTRIAN ANDBICYCLE PROFESSIONALS (APBP)INVERTED "U""A"POST AND LOOPOne rack element supports two bikes.·ELEMENT STYLE CONSISTENT WITH THE ABOVE TYPICAL ELEVATION TO BESELECTED BY OWNER AT TIME OF BUILDING PERMIT, SUBJECT TOAPPROVAL BY ZONING STAFF.TYPICAL BIKE RACK ELEMENT ELEVATIONSBIKE RACK DETAILNOT TO SCALEEACH RACK ELEMENTHOLDS 2 BIKESEACH, TYP.SEATING WALL PRECEDENT IMAGEFREESTANDING BENCH PRECEDENT IMAGENOT TO SCALENOT TO SCALE91.8' 93.5'24" HT. MASONRYKNEE WALL18" CANTILEVEREDBENCH SEATTOP AT 18" HT.WOOD OR WOODLOOK MATERIAL TOBE DETERMINED ATTIME OFPERMITTINGH:\JOBS\Yacht Club Drive_20-013\Robbins NPB LLC_DD_.000\Drawings\Site Plan\2022-07-11_REGULATING PLAN_RemandResub.dwg, 7/5/2022 3:52:25 PM, Mcuetara, ARCH full bleed D (24.00 x 36.00 Inches), 1:1 EAST FACADE LENGTH = 157'PROVIDED FOUNDATION LANDSCAPE STRIP * = 80' / 51%1 TREE PER 75' LF = 2 TREES REQ. /3 TREES & 3 PALMS PROVIDEDNORTH FACADE LENGTH = 73' PROVIDED FOUNDATION LANDSCAPE STRIP * = 30' / 41% 1 TREE PER 75' LF = 1 TREE REQ./ 4 PALMS PROVIDED 12'SOUTH FACADE LENGTH = 73' PROVIDED FOUNDATION LANDSCAPE STRIP * = 35' / 48% 1 TREE PER 75' LF = 1 TREE REQ. / 4 PALMS PROVIDED 26'12'12'14'12'13'14'8' 8'8'7'7'12'EVEVSOUTH FACADE LENGTH = 220'PROVIDED FOUNDATION LANDSCAPE STRIP * = 100' / 45%1 TREE PER 75' LF = 3 TREES REQ. /2 TREES & 6 PALMS PROVIDEDEAST FACADE LENGTH = 164'PROVIDED FOUNDATION LANDSCAPE STRIP * = 68' / 41%1 TREE PER 75' LF = 2 TREES REQ. /2 TREES PROVIDED12'17'19'3'12'14'12'14'23'14'8'6'14'12'67' NORTH FACADE LENGTH = 1 6 4 ' PROVIDED FOUNDATION LANDSCAPE STRIP * = 110' / 6 8 % 1 TREE PER 75' LF = 2 TRE E R E Q . / 11 PALMS PROVIDED 9'33'EAST FACADE LENGTH = 156'PROVIDED FOUNDATION LANDSCAPE STRIP * = 99' / 63%1 TREE PER 75' LF = 2 TREES REQ. /2 TREES PROVIDED27'23'SOUTH FACADE LENGTH = 255' MIN. 5' WIDTH PLANTER AREA = 238' / 93% 1 TREE PER 75' LF = 3 TREES REQUIRED / 10 TREES & 15 PALMS PROVIDED NORTH FACADE LENGTH = 257' PROVIDED FOUNDATION LANDSCAPE STRIP * = 196' / 76% 1 TREE PER 75' LF = 3 TREES REQ. / 4 TREES & 15 PALMS PROVIDED16'123' 28' 12' 238' 45' 78' 33' 1 TREE PER 75' LF = 2 TRE E R E Q . / 10 PALMS PROVIDED 7.8'5.2'UEDrawing name: H:\JOBS\Yacht Club Drive_20-013\Robbins NPB LLC_DD_.000\Drawings\Site Plan\2022-07-11_REGULATING PLAN_RemandResub.dwg Urban Planning & DesignLandscape ArchitectureCommunication GraphicsRevision Dates:Designed By:Drawn By:Checked By:Project No.:Date:Scale:0NORTHCopyright:All ideas, designs, arrangements, and plansrepresented by this drawing are owned by andthe property of the designer, and were createdfor the exclusive use of the specified project.These ideas, designs, arrangements or plansshall not be used by, or disclosed to any person,firm, or corporation without the writtenpermission of the designer.610 Clematis Street, Suite CU02West Palm Beach, FL 33401561.366.1100 FAX 561.366.1111www.udsflorida.com#LCC000035October, 202020-013.000MLCMLCRP-4of 52020-12-01: Site Plan Review Submittal2021-02-16: DRC RESPONSE RESUBMITTAL2021-07-09: DRC RESUBMITTAL2021-09-15: DRC RESUBMITTAL2022-07-11: Remand ResubmittalNorth Palm Beach, Florida FOUNDATION PLANTER AREA DIAGRAM 200 YACHT CLUB DRIVE MIXED-USE RESIDENTIAL 30'15'7.5'1" = 15'-0"BUILDING 'C' FOUNDATION PLANTER AREA DIAGRAMBUILDING 'A' FOUNDATION PLANTER AREA DIAGRAMBUILDING 'B' FOUNDATION PLANTER AREA DIAGRAM* NOTE: LANDSCAPE REQUIREMENTS FOR BASE OF FOUNDATION (PER SEC. 45-91)REQUIRED : PLANTING AREA WITHIN 5' OF THE FOUNDATION ALONG MIN. 40% OF EACH FACADE.FOUNDATION PLANTING AREA IS NOT REQUIRED FOR BUILDINGS A , B & C WITH STOREFRONTBUILDING FRONTAGE ALONG US1 AND YACHT CLUB DRIVE., HOWEVER PLANTING AREA MAY BEPROVIDED. REFER TO LANDSCAPE PLAN FOR PROVIDED LANDSCAPE AREAS.INDICATES PLANTING AREA PROVIDED WITHIN 5' OF FOUNDATION.·ADDITIONAL PLANTING AREA MAY BE PROVIDED AS SHOWN ON THE PLANS. REFER TOLANDSCAPE PLAN FOR DETAILED PLANTING LAYOUTH:\JOBS\Yacht Club Drive_20-013\Robbins NPB LLC_DD_.000\Drawings\Site Plan\2022-07-11_REGULATING PLAN_RemandResub.dwg, 7/5/2022 3:54:18 PM, Mcuetara, ARCH full bleed D (24.00 x 36.00 Inches), 1:1 142'50' 31'34' 33' SOUTH FACADE LENGTH = 164' PROVIDED FOUNDATION LANDSCAPE STRIP * = 83' / 50% 1 TREE PER 75' LF = MIN. 1 TREE REQ.7.8'NORTH FACADE LENGTH = 164'PROVIDED FOUNDATIONLANDSCAPE STRIP * = 85' / 52%1 TREE PER 75' LF = MIN. 1 TREE REQ.9'SOUTH FACADE LENGTH = 250'PROVIDED FOUNDATION LANDSCAPE STRIP * = 233' / 93%1 TREE PER 75' LF = MIN. 3 TREES REQ.91'11' Drawing name: H:\JOBS\Yacht Club Drive_20-013\Robbins NPB LLC_DD_.000\Drawings\Site Plan\2022-07-11_REGULATING PLAN_RemandResub.dwg Urban Planning & DesignLandscape ArchitectureCommunication GraphicsRevision Dates:Designed By:Drawn By:Checked By:Project No.:Date:Scale:0NORTHCopyright:All ideas, designs, arrangements, and plansrepresented by this drawing are owned by andthe property of the designer, and were createdfor the exclusive use of the specified project.These ideas, designs, arrangements or plansshall not be used by, or disclosed to any person,firm, or corporation without the writtenpermission of the designer.610 Clematis Street, Suite CU02West Palm Beach, FL 33401561.366.1100 FAX 561.366.1111www.udsflorida.com#LCC000035October, 202020-013.000MLCMLCRP-5of 52020-12-01: Site Plan Review Submittal2021-02-16: DRC RESPONSE RESUBMITTAL2021-07-09: DRC RESUBMITTAL2021-09-15: DRC RESUBMITTAL2022-07-11: Remand ResubmittalNorth Palm Beach, Florida FOUNDATION PLANTER AREA DIAGRAM 200 YACHT CLUB DRIVE MIXED-USE RESIDENTIAL 30'15'7.5'1" = 15'-0"PARKING GARAGE & TOWNHOUSE FOUNDATION PLANTER AREA DIAGRAM* NOTE: LANDSCAPE REQUIREMENTS FOR BASE OF FOUNDATION (PER SEC. 45-91)REQUIRED : PLANTING AREA WITHIN 5' OF THE FOUNDATION ALONG MIN. 40% OF EACH FACADE.FOUNDATION PLANTING AREA IS NOT REQUIRED FOR BUILDINGS A , B & C WITH STOREFRONTBUILDING FRONTAGE ALONG US1 AND YACHT CLUB DRIVE., HOWEVER PLANTING AREA MAY BEPROVIDED. REFER TO LANDSCAPE PLAN FOR PROVIDED LANDSCAPE AREAS.INDICATES PLANTING AREA PROVIDED WITHIN 5' OF FOUNDATION.·ADDITIONAL PLANTING AREA MAY BE PROVIDED AS SHOWN ON THE PLANS. REFER TOLANDSCAPE PLAN FOR DETAILED PLANTING LAYOUTH:\JOBS\Yacht Club Drive_20-013\Robbins NPB LLC_DD_.000\Drawings\Site Plan\2022-07-11_REGULATING PLAN_RemandResub.dwg, 7/5/2022 4:02:13 PM, Mcuetara, ARCH full bleed D (24.00 x 36.00 Inches), 1:1 EVEVT T Y:\AUTOCAD_FILES\2020\20-112\CONCEPTUAL\20112C01.dwg 7/13/2022 3:30 PM Ricardo Sanchez No 85433JESSE J . PARRIS H , I VSTATE OF L IC E NSE FLO R I D APROF E SSIONA L E N G INEER EVEVT Y:\AUTOCAD_FILES\2020\20-112\CONCEPTUAL\20112C01.dwg 7/13/2022 3:25 PM Ricardo Sanchez No 85433JESSE J . PARRIS H , I VSTATE OF L IC E NSE FLO R I D APROF E SSIONA L E N G INEER Y:\AUTOCAD_FILES\2020\20-112\CONCEPTUAL\20112C01.dwg 7/13/2022 3:25 PM Ricardo Sanchez No 85433JESSE J . PARRIS H , I VSTATE OF L IC E NSE FLO R I D APROF E SSIONA L E N G INEER EVEV23.009.0046.00: 45.0Steering Angle8.508.506.0Palm Beach County Fire Rescuefeet:::WidthTrackLock to Lock TimeFIRE RESCUEPALM BEACH COUNTY37FIRE RESCUEPALM BEACH COUNTYY:\AUTOCAD_FILES\2020\20-112\EXHIBITS\Autoturn Analysis\2021-11-18 Fire.dwg 11/18/2021 9:51 AM Ricardo Sanchez11/18/2021RED = VEHICLE BODYBLUE = TIRE TRACK PATH TEVEV TQV-RQV-RSHEET LP-3SHEET LP-2 QV-RQV-RQV-RQV-RLANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987LANDCADD 1987LANDCADD 1987 LANDCADD 1987 LANDCADD 1987LANDCADD 1987LANDCADD 1987LANDCADD 1987 LANDCADD 1987 LANDSCAPE DATAREQUIRED LANDSCAPING1. MISCELLANEOUS LANDSCAPE ELEMENTS (PER SEC. 45-88)PLAN COMPLIES. SEE SITE AND LANDSCAPE PLAN2. OFF-STREET PARKING LOTS (PER SEC. 45-89)BUFFERREQUIRED / PROVIDED: MIN. 5' WIDTH / TREES 30' O.C. / 3' HT. HEDGEINTERIOR & TERMINAL ISLANDSREQUIRED: 1 SHADE TREE PER ISLAND *PROVIDED: 12 SHADE TREES * / 4 SPECIMEN PALMS / 3 PALMS @ 3:1 3. SITE PERIMETERS - CM-U DISTRICT (PER SEC. 45-90)WEST FRONT YARDBUILDING A(STOREFRONT): N/A (STOREFRONT BUILDING FRONTAGE)BUILDING B & CSTOREFRONT: N/A (STOREFRONT BUILDING FRONTAGE)NORTH FRONT YARDBUILDING A(STOREFRONT): N/A (STOREFRONT BUILDING FRONTAGE)SOUTH SIDE YARDNOT APPLICABLE FOR CM-UEAST REAR YARDREQUIRED: 5' BUFFER / TREES 30' O.C. @ 394' LF = 13 TREES / PLUS HEDGEPROVIDED: +5' BUFFER / 7 TREES & 21 PALMS / PLUS HEDGEEASTERN PROPERTY LINE LENGTH (538' LF) MINUS THE BUILDING FRONTAGE (144' LF) = NET BUFFER LENGTH (394' LF) 4. BASE OF FOUNDATION (PER SEC. 45-91)REQUIRED / PROVIDED: MIN. 5' PLANTING AREA @ 40% OF FACADE ** NOT REQUIRED FOR BUILDING A, B & C STOREFRONT BUILDING FRONTAGE(REFER TO SHEET RP-4 FOR COMPLIANCE DIAGRAM)SPECIES MIXREQUIRED = 6 SPECIESPROVIDED = 7 SPECIESNATIVE CLASSIFICATIONTOTAL TREES PROVIDED = 63 (Tibouchina and Plumeria not included)% NATIVE = 35 NATIVE TREES / 56%TOTAL PALMS PROVIDED = 167 (Licuala Palms not included)% NATIVE = 89 NATIVE PALMS / 53%TOTAL SHRUBS & HEDGES PROVIDED = 2,216% NATIVE = 1,654 NATIVE SHRUBS / 75%LANDSCAPE POINTS TO EXCEED MINIMUM STANDARDS(PER SEC. 45-87.D)REQUIRED: 200 POINTS (FOR 4.09 AC.PARCEL)100 PTS. FOR 1 AND 2 AC.PLUS 50 PTS. PER EA. ADD'L ACREPROVIDED:NATIVE TREES (1) - (IF > 5" DBH)189.5 POINTS (6 RELOCATED TREES) (20 POINTS PER TREE RETAINED OR PLANTED #20 12" LIVE OAK (27 PTS), #22 17" LIVE OAK (32 PTS), PLUS 1 POINT FOR EACH INCH > 5" DBH)#27 13.5" LIVE OAK (28.5 PTS), #28 22" LIVE OAK (37 PTS),#93 17.5 LIVE OAK (32.5 PTS), #94 17.5" LIVE OAK (32.5 PTS)COURTYARDS, LOGGIAS, PATIOS AND SIMILAR OPEN100 POINTS (2 AREAS)AREAS AVAILABLE FOR PUBLIC USE (50 POINTS PER PUBLIC OPEN AREA)TOTAL PROVIDED POINTS289.5 POINTS (FOR 4.09 AC.PARCEL)TREESCODE QTY BOTANICAL / COMMON NAMENATIVE DROUGHT TOLERANTBS7Bursera simaruba / Gumbo LimboMin. 12` Ht. x 5` Spr., Min. 3" Cal., Single stemmed, Full evencrownYes YesCG9Cassia surattensis / Glaucous Cassia12` Ht. x 5` Spr., Min. 2" cal., Single stemmed, Full even crownNo YesCE27Conocarpus erectus / Green ButtonwoodMin. 12` Ht. x 5` Spr., Min. 3" Cal., Single stemmed, Full evencrownYes YesCE 15 Conocarpus erectus `sericeus` / Silver Buttonwood12` Ht. x 5` Spr., Min. 2.5" cal., Single stemmed, Full evencrownYes VeryED 21Elaeocarpus decipiens / Japanese Blueberry Tree12` Ht. x 5` Spr., 2.5" Cal., 5` CT, Full Dense CanopyNo YesPO4Plumeria obtusa / Singapore White Plumeria8` Ht. x 4` Spr., MinNo YesTG4Tibouchina granulosa / Purple Glory Tree8` Ht. x 4` Spr. 1.5" Cal. Straight TrunkNo YesPALM TREESCODE QTY BOTANICAL / COMMON NAMENATIVEDROUGHT TOLERANTCN 18 Cocos nucifera `Green Malayan` / Coconut Palm14` G.W., Matched Heights, Heavy Straight Trunk, No TaperingGW, No Scars, Full CrownNo YesLG20Licuala grandis / Licuala PalmSun Grown, 4` Ht. x 3` Spr.No YesPS 6 Phoenix sylvestris / Wild Date Palm16` G.W., Matched Heights, Heavy Straight Trunk, No TaperingGW, No Scars, Full CrownNo YesPE 43Ptychosperma elegans / Alexander Palm10` Ct. 16` O.A. Ht. Single Trunk, Full Head, No Scarred TrunkNo YesRE12 12Roystonea elata / Florida Royal Palm12` G.W., Matched Heights, Heavy Straight Trunk, No TaperingGW, No Scars, Full CrownYes YesSP 9 Sabal palmetto / Cabbage Palmetto8`-12` C.T. Varying Heights, Slick Straight Trunk, Hurricane CutYes YesTR 19Thrinax radiata / Florida Thatch Palm6` Ct. 8` O.A. Ht. Single Trunk, Full HeadYes VeryVA 13Veitchia arecina / Montgomery Palm12` G.W., Matched Heights, Heavy Straight Trunk, No Scars,Full CrownNo YesRELOCATED TREES CODE QTY BOTANICAL / COMMON NAMENATIVEDROUGHT TOLERANTQV-R6Quercus virginiana / Southern Live Oak (RELOCATED)Existing Live Oak Tree relocated from on-site (Tag #s 20, 22,27, 28,93, 94). Refer to Tree Dispositon TabularYes YesSP-R 46 Sabal palmetto / Cabbage Palmetto (RELOCATED)EXISTING TREE RELOCATED FROM ELSEWHERE ON SITEYes YesSHRUBSCODE QTY BOTANICAL / COMMON NAMENATIVEDROUGHT TOLERANTALZ 74Alpinia zerumbet / Shell Ginger7 Gal., Min. 36" Ht., 36" Spr., 48" O.C Full Dense Shrub,No YesCLU266Clusia guttifera / Small Leaf Clusia3 Gal., Min. 36" Ht., 36" Spr., 48" o.c. Full dense shrub,Yes YesCAQ28Crinum augustum `Queen Emma` / Queen Emma Crinum Lily7 Gal., Min. 36" Ht., 36" Spr., 36" O.C Full Dense ShrubNo YesMYC95Myrica cerifera / Wax Myrtle7 Gal., Min. 36" Ht., 36" Spr., 48" o.c. Full dense shrub,Yes YesVINECODE QTY BOTANICAL / COMMON NAMENATIVEDROUGHT TOLERANTBK 3 Bougainvillea x 'Barbara Karst' / Barbara Karst Bougainvillea15 Gal, 8' HT, Trellis Grown, Attach to Building with SS TrellisNo YesLARGE SHRUBS CODE QTY BOTANICAL / COMMON NAMENATIVEDROUGHT TOLERANTCHI397Chrysobalanus icaco `Red Tipped` / Horizontal CocoplumMin. 7 Gal. Min. 36" Ht. x 24" Spr. 30" O.C. Full and DenseShrub, Full to BaseYes YesMEDIUM SHRUBS CODE QTY BOTANICAL / COMMON NAMENATIVEDROUGHT TOLERANTCHI290Chrysobalanus icaco `Horizontalis` / Horizontal CocoplumMin. 3 Gal. Min. 24" Ht. x 24" Spr. 30" O.C. Full and DenseShrub, Full to BaseYes YesHAC76Hamelia patens `Compacta` / Dwarf FirebushMin. 3 Gal., Min. 24" Ht. x 24" Spr., 30" O.C., Fully Rooted andDenseYes YesHIB 83Hibiscus rosa-sinensis `Seminole Pink` / Seminole Pink HibiscusMin. 3 Gal. Min. 24" Ht. x 24" Spr. 30" O.C. Full and DenseShrub, Full to BaseNo YesIXA177 Ixora coccinea `Nora Grant` / Nora Grant Pink IxoraMin. 3 Gal., Min. 24" Ht. x 24" Spr., 30" O.C., Fully Rooted andDenseNo YesMUC 38 Muhlenbergia capillaris / Pink MuhlyMin. 3 Gal. , Min. 24" Ht. x 24" Spr. 36" O.C. Full and DenseShrub, Full to Edge of PotYes YesPSA 82 Pennisetum setaceum 'Alba' / White Fountain GrassMin. 3 Gal., Min. 24" ht. x 24" spr., 30" O.C., Full dense plantNo YesPLM 164Plumbago auriculata / Blue PlumbagoMin. 3 Gal., Min. 24" ht. x 24" spr., 30" O.C., Full dense plantNo YesTDF 126 Tripsacum dactyloides / Fakahatchee GrassMin. 3 Gal. Min. 24" Ht. x 18" Spr. 36" O.C. Full and DenseShrub, Full to BaseYes YesFAD 597Tripsacum floridanum / Fakahatchee Grass `Dwarf`Min. 3 Gal., Min. 24" ht. x 24" spr., 30" O.C., Full dense plantYes YesZAF163 Zamia floridana / Coontie3 Gal., Min. 18" ht. x 18" spr., 30" O,C., full to baseYes YesGROUND COVERS CODE QTY BOTANICAL / COMMON NAMENATIVEDROUGHT TOLERANTAGE997Arachis glabrata `Ecoturf` / Perennial PeanutMin. 1 Gal. 6" Ht x 12" Spr. 18" O.C. Full to Edge of PotNo YesFIC1,763Ficus microcarpa `Green Island` / Green Island FicusMin. 3 Gal., 12" Ht. x 12" Spr., 18" O.C., Fully Rooted andDenseNo YesHDS203Helianthus debilis / Dune SunflowerMin. 3 Gal., 12" Ht. x 12" Spr., 24" O.C., Fully Rooted andDenseYes YesLME591 Liriope muscari `Emerald Goddess` / LilyturfMin. 1 Gal. 12" Ht x 12" Spr. 18" O.C. Full to Edge of PotNo YesSOD AND MULCH CODE QTY BOTANICAL / COMMON NAMENATIVEDROUGHT TOLERANTSOD 8,351 sf Stenotaphrum secundatum / St. Augustine GrassLaid flat, No Gaps, Rolled and Sanded to create a uniform flatmowing surface, Weed and Disease Free, Laid tight, StaggeredjointsNo No LANDCADD 1987QV-RPLANT SCHEDULEDrawing name: H:\JOBS\Yacht Club Drive_20-013\Robbins NPB LLC_DD_.000\Drawings\Landscape Plan\2022-07-11_PLP_RemandSubmittal.dwgRevision Dates:Designed By:Drawn By:Checked By:Project No.:Date:Scale:0NORTHUrban Planning & DesignLandscape ArchitectureCommunication GraphicsCopyright:All ideas, designs, arrangements, and plansrepresented by this drawing are owned by andthe property of the designer, and were createdfor the exclusive use of the specified project.These ideas, designs, arrangements or plansshall not be used by, or disclosed to any person,firm, or corporation without the writtenpermission of the designer.610 Clematis Street, Suite CU02West Palm Beach, FL 33401561.366.1100 FAX 561.366.1111www.udsflorida.com#LCC000035December 1, 202020-013.000TRMTRMMC / RDLP-of 62020.12.01 SP REVIEW SUBMITTAL2021-02-16 DRC RESPONSE RESUBMITTAL2021-07-09 DRC RESUBMITTAL2021-09-17 DRC RESUBMITTAL2021-10-29 DRC RESUBMITTAL #4 (Fire&SUA)2022-07-11 Remand Resubmittal2022-08-19 DRC ResubmittalNorth Palm Beach, Florida 200 YACHT CLUB DRIVE Mixed-Use Residential 40'20'10'1" = 20'-0"1Landscape Plan - Cover SheetOVERALL LANDSCAPE REFERENCE PLANSCALE: 1" = 50'-0"NORTHLOCATION MAPSITE·DROUGHT TOLERANT RATING BASED UPON SFWMD WATERWISE PUBLICATION - SOUTH FLORIDA EDITION·ALL PLANT MATERIAL SPECIFICATIONS AND CONTAINER SIZES LISTED IN THE PROJECT PLANT SCHEDULE ARE REQUIRED MINIMUMS. ALLPLANT MATERIAL SHALL BE FLORIDA # 1 OR BETTER. CONTRACTOR CAN EXCEED THE REQUIRED MINIMUM SPECIFICATION AND CONTAINERSIZE BASED ON MATERIAL AVAILABILITY.·ALL PLANT MATERIAL SHALL MEET AND ADHERE TO FLORIDA GRADES AND STANDARDS FOR NURSERY PLANTS. THE LANDSCAPE ARCHITECTOR CLIENT HAVE THE RIGHT TO REJECT ANY PLANT MATERIAL NOT MEETING THESE STANDARDS.COVER SHEETLP-1LANDSCAPE PLAN LP-2 & LP-3LANDSCAPE DETAILSLP-4TREE RELOCATION AND PROTECTION PLANLP-5LANDSCAPE SPECIFICATIONSLP-6TREE DISPOSITION PLANTD-1SHEET INDEX:LP-3LP-2DEVLEOPMENT TEAM:ARCHITECT:Urban Design Studio610 Clematis St. Ste. CU02West Palm Beach, Florida 33401561.366.1100LANDSCAPEARCHITECT/PLANNER:CIVIL &TRAFFICENGINEER:Simmons & White, Inc.2581 Metrocentre Blvd., Suite 3West Palm Beach, FL 33407561.478.7848SpinaOrourke + Partners 285 Banyan Blvd. West Palm Beach, FL 33401561.684.6844 SURVEYOR:Brown & Phillips, Inc.1800 Old Okeechobee Rd., Ste. 509West Palm Beach, FL 33409561.615.3988·BASE INFORMATION OBTAINED FROM A PRELIMINARY ENGINEERING AND UTILITY PLANS PREPARED BYSIMMONS & WHITE, INC. DATED 11/24/2020.·ALL INVASIVE SPECIES WILL BE ERADICATED FROM THE AFFECTED AREA AS REQUIRED BY CODE.·ALL LANDSCAPE MATERIAL SHALL CONFORM TO THE MOST RECENT STANDARDS AS OUTLINED BY THE“GRADES AND STANDARDS FOR NURSERY PLANTS” PUBLISHED BY THE FLORIDA DEPARTMENT OFAGRICULTURE AND CONSUMER SERVICES.·SIGHT TRIANGLES SHALL BE PROVIDED AND MAINTAINED BY OWNER CLEAR OF VEGETATION TO PROVIDEUNOBSTRUCTED VISIBILITY BETWEEN 30 INCHES AND 8 FEET ABOVE GRADE.·UTILITY EASEMENTS SHALL NOT ENCROACH INTO LANDSCAPE BUFFERS MORE THAN 5 FEET OR ASPERMITTED BY CODE.·FDOT TYPE “D” OR “F” CURB OR WHEEL STOPS TO BE PROVIDED ALONG ALL LANDSCAPE AREAS.·ALL INSTALLATION WORK SHALL BE CARRIED OUT IN A PROFESSIONAL MANNER IN ACCORDANCE WITHSTANDARD NURSERY AND INSTALLATION PRACTICES.·QUANTITIES ON PLANT LIST ARE FOR CONVENIENCE ONLY. LANDSCAPE CONTRACTOR IS RESPONSIBLEFOR ALL PLANTS SHOWN ON LANDSCAPE PLANS.·ALL LANDSCAPE AREAS SHALL BE SODDED, MULCHED OR OTHERWISE COVERED WITH GROUND COVER PERTHESE PLANS AS LABELED.·TREES SHOWN ON THIS PLAN ARE GRAPHIC REPRESENTATION ONLY. TREE SPACING IS BASED ON DESIGNREQUIREMENTS AND THE TREES SHOWN ON THESE PLANS ATTEMPT TO ACCOMPLISH THAT SPACING WHILEMAINTAINING THE REQUIRED SETBACKS FROM UTILITIES. TREES MAY BE FIELD ADJUSTED TO AVOIDCONFLICTS WITH DRIVEWAYS AND UNDERGROUND UTILITIES.LANDSCAPE NOTES:·TREE AND SHRUB PLANTING BEDS WHICH FALL WITHIN OR NEAR ROADWAY AREAS SHALL BECOMPLETELY EXCAVATED AND BACK-FILLED WITH TOPSOIL. ALL SHELL-ROCK OR OTHER BASEMATERIALS, AND ALL SUBSOIL AND DEBRIS, SHALL BE COMPLETELY REMOVED FROM BENEATHSUCH PLANTING AREAS, TO A MINIMUM DEPTH OF 36". UPON COMPLETION OF EXCAVATION,LANDSCAPE ARCHITECT OR OWNER SHALL INSPECT THE EXCAVATED AREA PRIOR TO BACKFILLINGWITH TOPSOIL.·ALL TREE AND/OR SHRUB PLANTING AREAS WITHIN 8' OF BUILDING FOUNDATIONS, AND ANY OTHERPLANTING AREAS WHERE SIGNIFICANT BURIED CONSTRUCTION DEBRIS IS ENCOUNTERED, SHALLBE COMPLETELY EXCAVATED TO A MINIMUM DEPTH OF 36". UPON COMPLETION OF EXCAVATION,LANDSCAPE ARCHITECT OR OWNER SHALL INSPECT THE EXCAVATED AREA PRIOR TO BACKFILLINGWITH TOPSOIL.LANDSCAPE EXCAVATION & BACKFILL NOTES:UTILITY SETBACK NOTES:·ALL SETBACK DIMENSIONS SHOWN ON THE PLANS ARE TO BE MET AT THE TIME OF INSTALLATION.·TREES ARE TO BE INSTALLED WITH A FIFTEEN FOOT (15') SEPARATION FROM ANY WATER ORSEWER MAIN AND/OR SERVICE, HYDRANTS, AND LIFT STATIONS, OR WITH A MINIMUM TEN FOOT (10')SETBACK IF INSTALLED WITH A ROOT BARRIER SYSTEM. REFER TO THE "ROOT BARRIER" DETAILON SHEET LP-4 FOR INSTALLATION REQUIREMENTS. HOWEVER IN NO CASE SHALL A TREEENCROACH INTO A SUAUE WITHOUT PRIOR SEACOAST UTILITY AUTHORITY APPROVAL AND ONLYSOD CAN BE INSTALLED WITHIN 5' OF A FIRE HYDRANT UNLESS OTHERWISE APPROVED BY THE FIREMARSHAL AND SUA.·TREES ARE TO BE INSTALLED WITH A TEN FOOT (10') SEPARATION FROM ANY DRAINAGE OR STORMSEWER INFRASTRUCTURE, OR WITH A MINIMUM SEVEN FOOT (7') SETBACK IF INSTALLED WITH AROOT BARRIER SYSTEM. REFER TO THE "ROOT BARRIER" DETAIL ON SHEET LP-4 FOR INSTALLATIONREQUIREMENTS.·WHERE REQUIRED, ROOT BARRIER TO BE INSTALLED WITH A MINIMUM 5' SEPARATION TO THEEDGE OF ALL UNDERGROUND UTILITIES AND INFRASTRUCTURE.·TREES SHALL BE PLANTED WITH A MIN. 2' SEPARATION BETWEEN ANY ROOT BARRIER (MEASUREDFROM THE CENTER OF THE TREE).DISPOSITION & MITIGATION SUMMARY CHART:RELOCATION PROGRAM:·LIVE OAKS: 6 RELOCATED ON SITE·SABAL PALMS: 48 RELOCATED ON SITE(TO SOUTH AND EAST BUFFER)US HWY 1YACHT CLUB DR.200 YACHT CLUB DRIVEPreliminary Landscape PlanNorth Palm Beach, FloridaNOTE: These Landscape Plans have been prepared to satisfy Village of North Palm Beach zoningrequirements and to conceptually reflect landscape requirements for the site. They are not to beutilized for construction drawings until final engineering and architectural plans are available. Thesedrawings are not to be used for Building Permit application until these plans are finalized. H:\JOBS\Yacht Club Drive_20-013\Robbins NPB LLC_DD_.000\Drawings\Landscape Plan\2022-07-11_PLP_RemandSubmittal.dwg, 8/19/2022 11:37:55 AM, Mcuetara, ARCH full bleed D (24.00 x 36.00 Inches), 1:1 TEVEV QV-RQV-R BLDG. 'B'BLDG. 'A'ALLEY1CG3CLU1PO4ALZ11CHI18PLM11CHI18HACSHEET LP-28CHI1VA1VANORTHCOURTYARD SOD4.0' S.W.4.0'S/W10' SIGHT CORNERPROPOSED REAR YARD LANDSCAPE BUFFER (5' MIN. PER CODE)MIN. 1 TREE PER 30' L.F. (MAX. 30' O.C.)PLUS MIN. 24"-36" HT. HEDGEPROPOSED 7' PERPETUAL TRANSPORTATIONAND UTILITY EASEMENT (PER SEC. 45-31.G.2)PROPOSED 7' PERPETUALSIDEWALK EASEMENT(PER SEC. 45-31.G.2)LANDSCAPE WITHINEASEMENT SUBJECT OFWAIVER #W.4S82°19'20"W 157.76'N12°47'13"W(M) 190.37'R=2804.93'Δ=11°00'31"A=538.92'R=2484.93'Δ=7°20'32"A=318.43'A=85.60'Δ=10°06'20"R=485.31'A=44.53'Δ=5°15'26"R=485.31A=39.90'Δ=91°26'35"R=25.00'YACHT CLUB DR.R/W (VARIES)U.S. HIGHWAY 1120' R/W (IMPROVED)70AGE3SP-R20.0' SERVICE ROADPARKINGOVERHANG (TYP.)13.2'swale(varies)5.0's/wQV-R1QV-R3SP14FAD14FIC11HAC2ED17FAD1VA19HDS18PLM3SP24FIC27FAD19HDS1VA17FAD29FAD1VA27HDS2ED11HAC14FIC22FAD2ED1ED33PLM49FAD1VA77FIC18CHI25FIC8HIB16CHI40FIC12PLM1ED9CLU4ALZ3CLU3LG3CLU4ALZ6CLU24IXA4ALZ1PO2CLUPROPOSEDRECONSTRUCTED &SHIFTED WATERMAINmin. 4'sod(min. 4'clearancebetweentravellane &shrubs)10.0'6.2'PROPOSED PLANTING INTHE R/W SUBJECT TOVILLAGE PERMITTINGAND ACCEPTANCE1QV-R1VA1ED5CLU24FIC9TDF20CHI59AGE56AGE54CHI36CHISODSODSODSOD" * " INDICATES (6) SABAL PALMSTO REPLACE EXISTING SABAL PALMSREMOVED FROM R/W FORWATERMAIN & SIDEWALKRECONSTRUCTION**1PS1PSCAB9TDF21CHI3LANDCADD 1987 16ZAFLANDCADD 1987 1VA21CHI5HACLANDCADD 19872ED2ED3PE 1TG1PS7PSA3HIB11HIB2CN11CHI8CN31PSA1BS144AGE4ZAF49HDS7MYC12ZAF8CLU1BS50AGE2PE6HIB12FIC2PE6HIB12FIC7FIC1TR1PS8PSA1TG13IXA1TG49AGE1BS3RE125CLU48AGE12IXA61LME2CLU81LME3TR32FAD15AGE1CG1BS87AGE3CE21QV-R2MYC4MYC2CAQ4PE17IXA2CAQ13FIC1TR1BK2TR8CAQ13FIC4CLU1BK1TR3HIB4CLU1CG4ALZ1CLU4ALZ3LG56FIC3CLU7FAD1CG5MYC5CLU3MYC3MYC5CLU8ZAF5MYC5CLU8ZAF9MYC50HDS4ALZ33FIC26FIC13FAD14HDS73FIC2TR8CAQ4CLU1BK1CLU4HIBSOD4PE4PE14ZAF4ZAF15LME42FIC40FIC14LME43FIC14LME15LME46FIC44FIC15LME6.0' EASEMENT(PB.26 PG.249 10.0'FPLU.E.FIREHYDRANT,TYP.4CN36FIC10PSA22.0'U.E.15.0'U.E.20.0' U.E.20CHI7CHI311PLM26FIC20FIC5PLM12PLM13FIC7CHI37FIC6PLM22FIC4FAD25FICROOTBARRIER(TYP.)3PE3PEEX. OHL TO BE BURIED13.4'13IXALANDCADD 1987 1RE128ZAF8' 8'3ZAF1VA5CLUROOT BARRIER TYP.1CGPROPOSEDRECONSTRUCTED SUAWATER MAIN63TDF48CLU1CE1TR1TR1TR1CE1CE8CHI7CHI7CHI23FIC5FAD23FICSODSODSODSODSODSOD5FAD23FIC23FIC13FIC14FIC12FIC16FIC4SP-R3SP-R3SP-R4SP-R10.8'7.0'93FAD10.0'FPLUE20' U.E. LANDCADD 1987 LANDCADD 1987 LANDCADD 19871RE12 1RE121RE121ED12FIC6ALZ6ALZROOT BARRIER, TYP.2PE1EDFDCMIN. 3' CLEARZONE, TYP.38MUCTREESCODE BOTANICAL / COMMON NAMEBS Bursera simaruba / Gumbo LimboMin. 12` Ht. x 5` Spr., Min. 3" Cal., Single stemmed, Full evencrownCG Cassia surattensis / Glaucous Cassia12` Ht. x 5` Spr., Min. 2" cal., Single stemmed, Full even crownCE2 Conocarpus erectus / Green ButtonwoodMin. 12` Ht. x 5` Spr., Min. 3" Cal., Single stemmed, Full evencrownCE Conocarpus erectus `sericeus` / Silver Buttonwood12` Ht. x 5` Spr., Min. 2.5" cal., Single stemmed, Full evencrownED Elaeocarpus decipiens / Japanese Blueberry Tree12` Ht. x 5` Spr., 2.5" Cal., 5` CT, Full Dense CanopyPO Plumeria obtusa / Singapore White Plumeria8` Ht. x 4` Spr., MinTG Tibouchina granulosa / Purple Glory Tree8` Ht. x 4` Spr. 1.5" Cal. Straight TrunkPALM TREESCODE BOTANICAL / COMMON NAMECN Cocos nucifera `Green Malayan` / Coconut Palm14` G.W., Matched Heights, Heavy Straight Trunk, No TaperingGW, No Scars, Full CrownLG Licuala grandis / Licuala PalmSun Grown, 4` Ht. x 3` Spr.PS Phoenix sylvestris / Wild Date Palm16` G.W., Matched Heights, Heavy Straight Trunk, No TaperingGW, No Scars, Full CrownPEPtychosperma elegans / Alexander Palm10` Ct. 16` O.A. Ht. Single Trunk, Full Head, No Scarred TrunkRE12Roystonea elata / Florida Royal Palm12` G.W., Matched Heights, Heavy Straight Trunk, No TaperingGW, No Scars, Full CrownSP Sabal palmetto / Cabbage Palmetto8`-12` C.T. Varying Heights, Slick Straight Trunk, Hurricane CutTRThrinax radiata / Florida Thatch Palm6` Ct. 8` O.A. Ht. Single Trunk, Full HeadVAVeitchia arecina / Montgomery Palm12` G.W., Matched Heights, Heavy Straight Trunk, No Scars,Full CrownRELOCATED TREES CODE BOTANICAL / COMMON NAMEQV-R Quercus virginiana / Southern Live Oak (RELOCATED)Existing Live Oak Tree relocated from on-site (Tag #s 20, 22,27, 28,93, 94). Refer to Tree Dispositon TabularSP-R Sabal palmetto / Cabbage Palmetto (RELOCATED)EXISTING TREE RELOCATED FROM ELSEWHERE ON SITESHRUBSCODE BOTANICAL / COMMON NAMEALZAlpinia zerumbet / Shell Ginger7 Gal., Min. 36" Ht., 36" Spr., 48" O.C Full Dense Shrub,CLU Clusia guttifera / Small Leaf Clusia3 Gal., Min. 36" Ht., 36" Spr., 48" o.c. Full dense shrub,CAQ Crinum augustum `Queen Emma` / Queen Emma Crinum Lily7 Gal., Min. 36" Ht., 36" Spr., 36" O.C Full Dense ShrubMYC Myrica cerifera / Wax Myrtle7 Gal., Min. 36" Ht., 36" Spr., 48" o.c. Full dense shrub,VINECODE BOTANICAL / COMMON NAMEBKBougainvillea x 'Barbara Karst' / Barbara Karst Bougainvillea15 Gal, 8' HT, Trellis Grown, Attach to Building with SS TrellisLARGE SHRUBS CODE BOTANICAL / COMMON NAMECHI3 Chrysobalanus icaco `Red Tipped` / Horizontal CocoplumMin. 7 Gal. Min. 36" Ht. x 24" Spr. 30" O.C. Full and DenseShrub, Full to BaseMEDIUM SHRUBS CODE BOTANICAL / COMMON NAMECHI Chrysobalanus icaco `Horizontalis` / Horizontal CocoplumMin. 3 Gal. Min. 24" Ht. x 24" Spr. 30" O.C. Full and DenseShrub, Full to BaseHAC Hamelia patens `Compacta` / Dwarf FirebushMin. 3 Gal., Min. 24" Ht. x 24" Spr., 30" O.C., Fully Rooted andDenseHIBHibiscus rosa-sinensis `Seminole Pink` / Seminole Pink HibiscusMin. 3 Gal. Min. 24" Ht. x 24" Spr. 30" O.C. Full and DenseShrub, Full to BaseIXAIxora coccinea `Nora Grant` / Nora Grant Pink IxoraMin. 3 Gal., Min. 24" Ht. x 24" Spr., 30" O.C., Fully Rooted andDenseMUC Muhlenbergia capillaris / Pink MuhlyMin. 3 Gal. , Min. 24" Ht. x 24" Spr. 36" O.C. Full and DenseShrub, Full to Edge of PotPSA Pennisetum setaceum 'Alba' / White Fountain GrassMin. 3 Gal., Min. 24" ht. x 24" spr., 30" O.C., Full dense plantPLMPlumbago auriculata / Blue PlumbagoMin. 3 Gal., Min. 24" ht. x 24" spr., 30" O.C., Full dense plantTDFTripsacum dactyloides / Fakahatchee GrassMin. 3 Gal. Min. 24" Ht. x 18" Spr. 36" O.C. Full and DenseShrub, Full to BaseFADTripsacum floridanum / Fakahatchee Grass `Dwarf`Min. 3 Gal., Min. 24" ht. x 24" spr., 30" O.C., Full dense plantZAFZamia floridana / Coontie3 Gal., Min. 18" ht. x 18" spr., 30" O,C., full to baseGROUND COVERS CODE BOTANICAL / COMMON NAMEAGE Arachis glabrata `Ecoturf` / Perennial PeanutMin. 1 Gal. 6" Ht x 12" Spr. 18" O.C. Full to Edge of PotFIC Ficus microcarpa `Green Island` / Green Island FicusMin. 3 Gal., 12" Ht. x 12" Spr., 18" O.C., Fully Rooted andDenseHDS Helianthus debilis / Dune SunflowerMin. 3 Gal., 12" Ht. x 12" Spr., 24" O.C., Fully Rooted andDenseLME Liriope muscari `Emerald Goddess` / LilyturfMin. 1 Gal. 12" Ht x 12" Spr. 18" O.C. Full to Edge of PotSOD AND MULCH CODE BOTANICAL / COMMON NAMESOD Stenotaphrum secundatum / St. Augustine GrassLaid flat, No Gaps, Rolled and Sanded to create a uniform flatmowing surface, Weed and Disease Free, Laid tight, StaggeredjointsLANDCADD 1987QV-RPLANT LEGENDFOUND1" IP45'20' SERVICE ROADTEVEV TQV-RQV-R ALLEYSHEET LP-3SHEET LP-2YACHT CLUB DR.R/W (VARIES)U.S. HIGHWAY 1120' R/W (IMPROVED)8.0'7.0'trees.b.16.2'4.3'13.2'swale(varies)5.0's/wQV-RQV-R11.8'QV-RQV-Rmin. 4'sod(min. 4'clearancebetweentravellane &shrubs)10.0'6.2'LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987LANDCADD 1987LANDCADD 1987 LANDCADD 1987 LANDCADD 1987LANDCADD 1987LANDCADD 1987LANDCADD 1987 LANDCADD 1987 Drawing name: H:\JOBS\Yacht Club Drive_20-013\Robbins NPB LLC_DD_.000\Drawings\Landscape Plan\2022-07-11_PLP_RemandSubmittal.dwgRevision Dates:Designed By:Drawn By:Checked By:Project No.:Date:Scale:0NORTHUrban Planning & DesignLandscape ArchitectureCommunication GraphicsCopyright:All ideas, designs, arrangements, and plansrepresented by this drawing are owned by andthe property of the designer, and were createdfor the exclusive use of the specified project.These ideas, designs, arrangements or plansshall not be used by, or disclosed to any person,firm, or corporation without the writtenpermission of the designer.610 Clematis Street, Suite CU02West Palm Beach, FL 33401561.366.1100 FAX 561.366.1111www.udsflorida.com#LCC000035December 1, 202020-013.000TRMTRMMC / RDLP-of 62020.12.01 SP REVIEW SUBMITTAL2021-02-16 DRC RESPONSE RESUBMITTAL2021-07-09 DRC RESUBMITTAL2021-09-17 DRC RESUBMITTAL2021-10-29 DRC RESUBMITTAL #4 (Fire&SUA)2022-07-11 Remand Resubmittal2022-08-19 DRC ResubmittalNorth Palm Beach, Florida 200 YACHT CLUB DRIVE Mixed-Use Residential 40'20'10'1" = 20'-0"2SHEET LP-3 Landscape PlanLEGEND:D= REFUSE (DUMPSTER) ENCLOSURE(MIN. 6' HT. SCREEN WALL W/ OPAQUEGATE AT OPENING - SEE SHEET RP-2)= EXISTING CONCRETE POWER ORLIGHT POLE= PROPOSED SITE LIGHTINGSEE PHOTOMETRIC PLANSPRELIMINARY BENCH / PUBLICSEATING LOCATION.SHEET KEYLP-2LP-3EX. = EXISTINGT.B.A. = TO BE ABANDONED OR RELEASEDU.E. = UTILITY EASEMENTCAB= FPL CABINETROOT BARRIERH:\JOBS\Yacht Club Drive_20-013\Robbins NPB LLC_DD_.000\Drawings\Landscape Plan\2022-07-11_PLP_RemandSubmittal.dwg, 8/19/2022 11:39:49 AM, Mcuetara, ARCH full bleed D (24.00 x 36.00 Inches), 1:1 FOUND1" IPTEVEVTQV-RQV-R ALLEYSHEET LP-3SHEET LP-2YACHT CLUB DR.R/W (VARIES)U.S. HIGHWAY 1120' R/W (IMPROVED)8.0'7.0'trees.b.16.2'4.3'13.2'swale(varies)5.0's/wQV-RQV-R11.8'QV-RQV-Rmin. 4'sod(min. 4'clearancebetweentravellane &shrubs)10.0'6.2'LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987LANDCADD 1987LANDCADD 1987 LANDCADD 1987 LANDCADD 1987LANDCADD 1987LANDCADD 1987LANDCADD 1987 LANDCADD 1987 TREESCODE BOTANICAL / COMMON NAMEBS Bursera simaruba / Gumbo LimboMin. 12` Ht. x 5` Spr., Min. 3" Cal., Single stemmed, Full evencrownCG Cassia surattensis / Glaucous Cassia12` Ht. x 5` Spr., Min. 2" cal., Single stemmed, Full even crownCE2 Conocarpus erectus / Green ButtonwoodMin. 12` Ht. x 5` Spr., Min. 3" Cal., Single stemmed, Full evencrownCE Conocarpus erectus `sericeus` / Silver Buttonwood12` Ht. x 5` Spr., Min. 2.5" cal., Single stemmed, Full evencrownED Elaeocarpus decipiens / Japanese Blueberry Tree12` Ht. x 5` Spr., 2.5" Cal., 5` CT, Full Dense CanopyPO Plumeria obtusa / Singapore White Plumeria8` Ht. x 4` Spr., MinTG Tibouchina granulosa / Purple Glory Tree8` Ht. x 4` Spr. 1.5" Cal. Straight TrunkPALM TREESCODE BOTANICAL / COMMON NAMECN Cocos nucifera `Green Malayan` / Coconut Palm14` G.W., Matched Heights, Heavy Straight Trunk, No TaperingGW, No Scars, Full CrownLG Licuala grandis / Licuala PalmSun Grown, 4` Ht. x 3` Spr.PS Phoenix sylvestris / Wild Date Palm16` G.W., Matched Heights, Heavy Straight Trunk, No TaperingGW, No Scars, Full CrownPEPtychosperma elegans / Alexander Palm10` Ct. 16` O.A. Ht. Single Trunk, Full Head, No Scarred TrunkRE12Roystonea elata / Florida Royal Palm12` G.W., Matched Heights, Heavy Straight Trunk, No TaperingGW, No Scars, Full CrownSP Sabal palmetto / Cabbage Palmetto8`-12` C.T. Varying Heights, Slick Straight Trunk, Hurricane CutTRThrinax radiata / Florida Thatch Palm6` Ct. 8` O.A. Ht. Single Trunk, Full HeadVAVeitchia arecina / Montgomery Palm12` G.W., Matched Heights, Heavy Straight Trunk, No Scars,Full CrownRELOCATED TREES CODE BOTANICAL / COMMON NAMEQV-R Quercus virginiana / Southern Live Oak (RELOCATED)Existing Live Oak Tree relocated from on-site (Tag #s 20, 22,27, 28,93, 94). Refer to Tree Dispositon TabularSP-R Sabal palmetto / Cabbage Palmetto (RELOCATED)EXISTING TREE RELOCATED FROM ELSEWHERE ON SITESHRUBSCODE BOTANICAL / COMMON NAMEALZAlpinia zerumbet / Shell Ginger7 Gal., Min. 36" Ht., 36" Spr., 48" O.C Full Dense Shrub,CLU Clusia guttifera / Small Leaf Clusia3 Gal., Min. 36" Ht., 36" Spr., 48" o.c. Full dense shrub,CAQ Crinum augustum `Queen Emma` / Queen Emma Crinum Lily7 Gal., Min. 36" Ht., 36" Spr., 36" O.C Full Dense ShrubMYC Myrica cerifera / Wax Myrtle7 Gal., Min. 36" Ht., 36" Spr., 48" o.c. Full dense shrub,VINECODE BOTANICAL / COMMON NAMEBKBougainvillea x 'Barbara Karst' / Barbara Karst Bougainvillea15 Gal, 8' HT, Trellis Grown, Attach to Building with SS TrellisLARGE SHRUBS CODE BOTANICAL / COMMON NAMECHI3 Chrysobalanus icaco `Red Tipped` / Horizontal CocoplumMin. 7 Gal. Min. 36" Ht. x 24" Spr. 30" O.C. Full and DenseShrub, Full to BaseMEDIUM SHRUBS CODE BOTANICAL / COMMON NAMECHI Chrysobalanus icaco `Horizontalis` / Horizontal CocoplumMin. 3 Gal. Min. 24" Ht. x 24" Spr. 30" O.C. Full and DenseShrub, Full to BaseHAC Hamelia patens `Compacta` / Dwarf FirebushMin. 3 Gal., Min. 24" Ht. x 24" Spr., 30" O.C., Fully Rooted andDenseHIBHibiscus rosa-sinensis `Seminole Pink` / Seminole Pink HibiscusMin. 3 Gal. Min. 24" Ht. x 24" Spr. 30" O.C. Full and DenseShrub, Full to BaseIXAIxora coccinea `Nora Grant` / Nora Grant Pink IxoraMin. 3 Gal., Min. 24" Ht. x 24" Spr., 30" O.C., Fully Rooted andDenseMUC Muhlenbergia capillaris / Pink MuhlyMin. 3 Gal. , Min. 24" Ht. x 24" Spr. 36" O.C. Full and DenseShrub, Full to Edge of PotPSA Pennisetum setaceum 'Alba' / White Fountain GrassMin. 3 Gal., Min. 24" ht. x 24" spr., 30" O.C., Full dense plantPLMPlumbago auriculata / Blue PlumbagoMin. 3 Gal., Min. 24" ht. x 24" spr., 30" O.C., Full dense plantTDFTripsacum dactyloides / Fakahatchee GrassMin. 3 Gal. Min. 24" Ht. x 18" Spr. 36" O.C. Full and DenseShrub, Full to BaseFADTripsacum floridanum / Fakahatchee Grass `Dwarf`Min. 3 Gal., Min. 24" ht. x 24" spr., 30" O.C., Full dense plantZAFZamia floridana / Coontie3 Gal., Min. 18" ht. x 18" spr., 30" O,C., full to baseGROUND COVERS CODE BOTANICAL / COMMON NAMEAGE Arachis glabrata `Ecoturf` / Perennial PeanutMin. 1 Gal. 6" Ht x 12" Spr. 18" O.C. Full to Edge of PotFIC Ficus microcarpa `Green Island` / Green Island FicusMin. 3 Gal., 12" Ht. x 12" Spr., 18" O.C., Fully Rooted andDenseHDS Helianthus debilis / Dune SunflowerMin. 3 Gal., 12" Ht. x 12" Spr., 24" O.C., Fully Rooted andDenseLME Liriope muscari `Emerald Goddess` / LilyturfMin. 1 Gal. 12" Ht x 12" Spr. 18" O.C. Full to Edge of PotSOD AND MULCH CODE BOTANICAL / COMMON NAMESOD Stenotaphrum secundatum / St. Augustine GrassLaid flat, No Gaps, Rolled and Sanded to create a uniform flatmowing surface, Weed and Disease Free, Laid tight, StaggeredjointsLANDCADD 1987QV-RPLANT LEGENDTBLDG. 'C'ALLEYSHEET LP-3SHEET LP-2 5CLU1VA12CHI16HAC1VA11CHI1VA4ALZ3LGPROPOSED WATER METER,R.P.Z. & D.D.C.V. ASSEMBLY (TYP.)3.0'BELLSOUTH EASEMENT(ORB 24036 PG.13)SOD4.0' S/WPROPOSED 5' REAR YARD LANDSCAPE BUFFERMIN. 1 TREE PER 30' L.F. (MAX. 30' O.C.)PLUS MIN. 24"-36" HT. HEDGEPROPOSED 7' PERPETUALPROPOSED 7'PERPETUALSIDEWALKEASEMENT (PERSEC. 45-31.G.2)LANDSCAPEWITHINEASEMENTSUBJECT OFWAIVER #W.4PROPOSED 7' PERPETUAL TRANSPORTATIONAND UTILITY EASEMENT (PER SEC. 45-31.G.2)10' SIGHTCORNERN70°40'07"E 320.03'N20°07'45"W29.40'U.S. HIGHWAY 1120' R/W (IMPROVED)S20°07'45"E24.95'20.0'SERVICEDRIVEEX. OHL TO BE BURIEDQV-RQV-RQV-R1POSODLANDCADD 1987 LANDCADD 1987 SODSOD36FIC36FIC29PLM2ED3SP2ED2ED3PE1TG1PS3PE3HIB1CN1PS4HIB2CN19FIC7HIB13HIB29FIC10HIB1CN1CG20IXA43LME2CLU4ALZ9CLU7CLU6MYC1RE1212ZAF1BS89AGE25HDS2CLU34IXA4ALZ26FAD6CLU1CG32ZAF3ZAF11MYC3TR5CLU12ZAF48AGE1BS6CLU32FAD4ALZ1CG3CLU25FIC3LG11ZAF1BS102FIC4CAQ16IXA16FIC1QV-R1QV-R1QV-R3ZAF2MYC1CG8CHI10FAD8CHI10FAD1CE2CE8CHI10FAD2CE2CE8CHI10FAD51LME3SP-R7MYC21CHI48FAD2CE2CE2CLU13ZAF12CLU3CLU7HAC72FIC99FICSOD1TR14FIC8FIC23PSA3FIC3PSA26LME105FIC1PO15LME42FIC12.0'PROP.SUAU.E.22.0'U.E.12.0'U.E.20.0' SUAUERELOCATED FPL & ATT EQUIP.AFTER ABANDONMENT OF 10X20BELLSOUTH ESMT.(ORB 24036/13)SOUTHCOURTYARD72FIC20PLM20CHI8CHI38HAC5HIB3CE2ROOTBARRIER(TYP.)4PE85LME17IXA17FAD19FAD65FIC2PE4PE22CLU11.7'11.6'12.0'2TRPROPOSED 20.0' ACCESSEASEMENT FOR FUTUREC-MU NEW STREET BYOTHERS (SUBJECT TOPERMITTING & APPROVALSUPON REDEVELOPMENTOF ADJACENT PARCEL)2CLU44TDFROOT BARRIER (TYP.)FDC (TYP.)FIRE HYDRANT (TYP.)6SP-RPROPOSEDRECONSTRUCTED SUAWATER MAIN46CLULANDCADD 1987 1CE13CHI17CHI29FAD29FAD6SP-R163AGESOD1RE123SP-R34FIC23FAD11IXA119AGELANDCADD 1987 1RE12LANDCADD 19872RE12 3CAQ1VA6ALZ6ALZ6ALZROOT BARRIER, TYP.3SP-R7MYC2LG51LME2LG3SP-R7MYC2LG51LME4MYC2SP-R1LG27LME4MYC2SP-R1LG7.0'5.0'Drawing name: H:\JOBS\Yacht Club Drive_20-013\Robbins NPB LLC_DD_.000\Drawings\Landscape Plan\2022-07-11_PLP_RemandSubmittal.dwgRevision Dates:Designed By:Drawn By:Checked By:Project No.:Date:Scale:0NORTHUrban Planning & DesignLandscape ArchitectureCommunication GraphicsCopyright:All ideas, designs, arrangements, and plansrepresented by this drawing are owned by andthe property of the designer, and were createdfor the exclusive use of the specified project.These ideas, designs, arrangements or plansshall not be used by, or disclosed to any person,firm, or corporation without the writtenpermission of the designer.610 Clematis Street, Suite CU02West Palm Beach, FL 33401561.366.1100 FAX 561.366.1111www.udsflorida.com#LCC000035December 1, 202020-013.000TRMTRMMC / RDLP-of 62020.12.01 SP REVIEW SUBMITTAL2021-02-16 DRC RESPONSE RESUBMITTAL2021-07-09 DRC RESUBMITTAL2021-09-17 DRC RESUBMITTAL2021-10-29 DRC RESUBMITTAL #4 (Fire&SUA)2022-07-11 Remand Resubmittal2022-08-19 DRC ResubmittalNorth Palm Beach, Florida 200 YACHT CLUB DRIVE Mixed-Use Residential 40'20'10'1" = 20'-0"3SHEET LP-2 Landscape PlanLEGEND:EX. = EXISTINGT.B.A. = TO BE ABANDONED OR RELEASEDU.E. = UTILITY EASEMENTCAB= FPL CABINETD= REFUSE (DUMPSTER) ENCLOSURE(MIN. 6' HT. SCREEN WALL W/ OPAQUEGATE AT OPENING - SEE SHEET RP-2)= EXISTING CONCRETE POWER ORLIGHT POLE= PROPOSED SITE LIGHTINGSEE PHOTOMETRIC PLANSPRELIMINARY BENCH / PUBLICSEATING LOCATION.SHEET KEYLP-2LP-3ROOT BARRIERH:\JOBS\Yacht Club Drive_20-013\Robbins NPB LLC_DD_.000\Drawings\Landscape Plan\2022-07-11_PLP_RemandSubmittal.dwg, 8/19/2022 11:39:22 AM, Mcuetara, ARCH full bleed D (24.00 x 36.00 Inches), 1:1 Drawing name: H:\JOBS\Yacht Club Drive_20-013\Robbins NPB LLC_DD_.000\Drawings\Landscape Plan\2022-07-11_PLP_RemandSubmittal.dwgRevision Dates:Designed By:Drawn By:Checked By:Project No.:Date:Scale:0NORTHUrban Planning & DesignLandscape ArchitectureCommunication GraphicsCopyright:All ideas, designs, arrangements, and plansrepresented by this drawing are owned by andthe property of the designer, and were createdfor the exclusive use of the specified project.These ideas, designs, arrangements or plansshall not be used by, or disclosed to any person,firm, or corporation without the writtenpermission of the designer.610 Clematis Street, Suite CU02West Palm Beach, FL 33401561.366.1100 FAX 561.366.1111www.udsflorida.com#LCC000035December 1, 202020-013.000TRMTRMMC / RDLP-of 62020.12.01 SP REVIEW SUBMITTAL2021-02-16 DRC RESPONSE RESUBMITTAL2021-07-09 DRC RESUBMITTAL2021-09-17 DRC RESUBMITTAL2021-10-29 DRC RESUBMITTAL #4 (Fire&SUA)2022-07-11 Remand Resubmittal2022-08-19 DRC ResubmittalNorth Palm Beach, Florida 200 YACHT CLUB DRIVE Mixed-Use Residential 40'20'10'1" = 20'-0"4KNOW WHAT'S BELOWALWAYS CALL 811BEFORE YOU DIGIt's fast. It's free. It's the law.www.callsunshine.comRTREE PLANTING DETAILNOT TO SCALETOP OF ROOT BALL SHALL SIT2" ABOVE THE FINISHED GRADE. (ALLOW FOR SETTLING)MULCH TO MINIMUM DEPTH OF 3" AFTERSETTLING. MULCH SHOULD NOT BE INDIRECT CONTACT WITH THE TRUNK.(SEE WRITTEN SPECIFICATIONS)DIAMETER OF EXCAVATED HOLE SHALLBE AT LEAST TWICE THE WIDTH OF THEORIGINAL ROOT BALL OR CONTAINER.(SEE WRITTEN SPECIFICATIONS) ROOT BALLS GREATER THAN 2' INDIAMETER SHALL SIT ON A MOUND OFUNDISTURBED SOIL TO PREVENTSETTLING. ROOT BALLS SMALLERTHAN 2' IN DIAMETER MAY SIT ONCOMPACTED EARTH.NOTES:1. ALL TREES SHALL MEET FLORIDA #1 OR BETTERSTANDARDS.2. REMOVE ALL NON-ORGANIC BINDING AND SHIPPINGMATERIAL FROM THE TREE AND ROOT BALL.3. ANY PRUNING SHALL BE COMPLETED AT THE DIRECTION OFTHE OWNER OR LANDSCAPE ARCHITECT.4. NO NAILS SHALL BE DRIVEN INTO TREE AND TRUNK SHALL BEFREE OF ANY MAJOR SCARS.5. ADD FERTILIZER AS DIRECTED IN WRITTEN SPECIFICATIONS.TREE CALIPER SHALL BEMEASURED 6" ABOVE GRADE FORTREES UP TO 4" IN CALIPER ANDMEASURED 12" ABOVE GRADEFOR TREES OVER 4" IN CALIPER.CREATE A 6" HIGH CIRCULARWATERING BASIN AROUND THETREE BASE AT LEAST AS WIDE ASTHE ROOT BALL IN DIAMETER.2" x 4" x 24" GUY WIRE STAKEMADE OF PRESSURE TREATEDHARDWOODFINISHED GRADETREE PLANTING PIT TO BE FULLYEXCAVATED AND BACKFILLEDWITH TOPSOIL. TAMP FILL AS IT ISADDED. WHEN HOLE IS 2/3 FILLED,WATER THOROUGHLY, RELEASEANY AIR POCKETS, THENCOMPLETE FILLING. TAMP ANDWATER THOROUGHLY AGAIN.(SEE WRITTEN SPECIFICATIONS)1x2x#12 GALVANIZED STEEL GUYWIRE WITH TURNBUCKLE ANDCONSPICUOUS COLOR SAFETYFLAGS.#USE A PLUM LINE TO ASSURETHE TREE IS PROPERLYPLANTED UPRIGHT BEFOREBACKFILLING AND TAMPING.PLASTIC HOSE OR (2) PLY 3/4" RUBBERTUBE TO PROTECT TRUNK FROM GUYWIRE.TREES SHALL BE PLANTED IN AVERTICAL POSITION ANDORIENTED TO GIVE THE BESTPOSSIBLE APPEARANCE. DONOT CUT OUT TERMINALLEADER SELECTIVELY PRUNETREE CROWNPALM PLANTING DETAILNOT TO SCALETRIM ONLY THOSE FRONDSWHICH HANG BELOWLEVEL OF TREE HEARTTRUNK DIAMETER SHALL BE CONSISTENTWITHOUT ABRUPT CHANGES, LOOSESHEATHES, HOLES, OR CAVITIES.SECURE BATTENS W/ 2-3/4" HIGH CARBONSTEEL BANDS TO HOLD BATTENS IN PLACE.HEIGHT OF BATTENS SHALL BE LOCATEDPROPORTIONATELY TO THE HEIGHT OFTHE PALM FOR ADEQUATE BRACING.5 (2" x 4 " x 16") WOOD BATTENS.5 LAYERS OF BURLAP TO WRAP TRUNK.STEEL BANDS (3/4"; H.C.S.)MINIMUM 3 (2"x4")WOOD BRACESFINISHEDGRADEPALM PLANTING PIT TO BE FULLYEXCAVATED AND BACKFILLEDWITH TOPSOIL. TAMP FILL AS IT ISADDED. WHEN HOLE IS 2/3 FILLED,WATER THOROUGHLY, RELEASEANY AIR POCKETS, THENCOMPLETE FILLING. TAMP ANDWATER THOROUGHLY AGAIN.(SEE WRITTEN SPECIFICATIONS)2" x 4" x 24" STAKE MADEOF PRESSURE TREATEDHARDWOODCREATE A 6" HIGH CIRCULARWATERING BASIN AROUND THEPALM BASE AT LEAST AS WIDE ASTHE ROOT BALL IN DIAMETER.1x2xNOTES:1. ALL PALMS SHALL MEET FLORIDA #1GRADE STANDARDS OR BETTER2. REMOVE ALL NON-ORGANIC BINDINGAND SHIPPING MATERIAL FROM THEPALM AND ROOT BALL.3. NO NAILS SHALL BE DRIVEN INTOPALM AND TRUNK SHALL BE FREE OFANY MAJOR SCARS.4. ADD FERTILIZER AS DIRECTED INWRITTEN SPECIFICATIONS.DIAMETER OF EXCAVATEDHOLE SHALL BE AT LEASTTWICE THE WIDTH OF THEORIGINAL ROOT BALL ORCONTAINER. (SEE WRITTENSPECIFICATIONS)MULCH TO MINIMUM DEPTHOF 3" AFTER SETTLING.MULCH SHOULD NOT BE INDIRECT CONTACT WITH THETRUNK. (SEE WRITTENSPECIFICATIONS)USE A PLUM LINE TO ASSUREPALM IS PROPERLY PLANTEDUPRIGHT BEFORE BACKFILLINGAND TAMPING.TOP OF ROOT BALL SHALL SIT2" ABOVE THE FINISHED GRADE. (ALLOW FOR SETTLING)MULCH RING IN SOD DETAILNOT TO SCALESOD·MULCH RING SHALL BE CUT INTO A 'PERFECT'CIRCLE'.·EDGES TO BE WELL-FORMED AND CRISP WITHVERTICALLY STRAIGHT CUTS.·MULCH RING SHALL MEASURE 5' IN DIAMETEROR EXTEND TO THE EDGE OF THE DRIP LINE,WHICHEVER IS GREATER.TREE OR PALM TRUNKMULCH TO MINIMUM DEPTH OF 3" AFTER SETTLING.MULCH SHOULD NOT BE IN DIRECT CONTACT WITHTHE TRUNK. (SEE WRITTEN SPECIFICATIONS)NOTES:1. MULCH RINGS SHALL BEPROVIDED FOR ALLTREES AND PALMSPLANTED IN SODDEDAREAS OR ASOTHERWISE NOTED ONLANDSCAPE PLAN.LARGE SHRUB PLANTING DETAILNOT TO SCALE ROOT BALLS GREATER THAN 2' INDIAMETER SHALL SIT ON A MOUNDOF UNDISTURBED SOIL TO PREVENTSETTLING. ROOT BALLS SMALLERTHAN 2' IN DIAMETER MAY SIT ONCOMPACTED EARTH.SHRUB PLANTING PIT TO BE FULLYEXCAVATED AND BACKFILLEDWITH TOPSOIL. TAMP FILL AS IT ISADDED. WHEN HOLE IS 2/3 FILLED,WATER THOROUGHLY, RELEASEANY AIR POCKETS, THENCOMPLETE FILLING. TAMP ANDWATER THOROUGHLY AGAIN.(SEE WRITTEN SPECIFICATIONS)1x2xDIAMETER OF EXCAVATED HOLE SHALLBE AT LEAST TWICE THE WIDTH OF THEORIGINAL ROOT BALL OR CONTAINER.(SEE WRITTEN SPECIFICATIONS)NOTES:1. ALL SHRUBS SHALL MEET FLORIDA #1 GRADE ORBETTER STANDARDS.2. REMOVE ALL NON-ORGANIC BINDING ANDSHIPPING MATERIAL FROM THE SHRUB ANDROOT BALL.3. ANY PRUNING SHALL BE COMPLETED AT THEDIRECTION OF THE OWNER OR LANDSCAPEARCHITECT.4. ADD FERTILIZER AS DIRECTED IN WRITTENSPECIFICATIONS.CREATE A 4" HIGH CIRCULARWATERING BASIN AROUND THESHRUB BASE AT LEAST AS WIDEAS THE ROOT BALL IN DIAMETER.MULCH TO MINIMUM DEPTH OF 3" AFTERSETTLING. MULCH SHOULD NOT BE INDIRECT CONTACT WITH THE SHRUB BASE.(SEE WRITTEN SPECIFICATIONS)TOP OF ROOT BALL SHALL SIT1" ABOVE THE FINISHED GRADE. (ALLOW FOR SETTLING)SHRUBS SHALL BE PLANTED IN AVERTICAL POSITION AND ORIENTED TOGIVE THE BEST POSSIBLE APPEARANCEFINISHED GRADEIRREGULAR & MULTI-STEM TREE PLANTING DETAILNOT TO SCALETOP OF ROOT BALL SHALL SIT2" ABOVE THE FINISHED GRADE.(ALLOW FOR SETTLING)ROOT BALLS GREATER THAN 2' INDIAMETER SHALL SIT ON A MOUND OFUNDISTURBED SOIL TO PREVENTSETTLING. ROOT BALLS SMALLER THAN2' IN DIAMETER MAY SIT ONCOMPACTED EARTH.1x2xNOTES:1. ALL TREES SHALL MEETFLORIDA #1 OR BETTERSTANDARDS2. REMOVE ALLNON-ORGANIC BINDINGAND SHIPPING MATERIALFROM THE TREE AND ROOTBALL.3. ANY PRUNING SHALL BECOMPLETED AT THEDIRECTION OF THEOWNER OR LANDSCAPEARCHITECT.4. NO NAILS SHALL BE DRIVENINTO TREE AND TRUNKSHALL BE FREE OF ANYMAJOR SCARS.5. ADD FERTILIZER ASDIRECTED IN WRITTENSPECIFICATIONS.DIAMETER OF EXCAVATED HOLESHALL BE AT LEAST TWICE THEWIDTH OF THE ORIGINAL ROOTBALL OR CONTAINER. (SEEWRITTEN SPECIFICATIONS)TREE PLANTING PIT TO BE FULLYEXCAVATED AND BACKFILLED WITHTOPSOIL. TAMP FILL AS IT IS ADDED.WHEN HOLE IS 2/3 FILLED, WATERTHOROUGHLY, RELEASE ANY AIRPOCKETS, THEN COMPLETE FILLING.TAMP AND WATER THOROUGHLY AGAIN.(SEE WRITTEN SPECIFICATIONS)FINISHED GRADE2" x 4" x 24" GUY WIRE STAKEMADE OF PRESSURE TREATEDHARDWOODCREATE A 6" HIGH CIRCULAR WATERINGBASIN AROUND THE TREE BASE AT LEASTAS WIDE AS THE ROOT BALL IN DIAMETER.#12 GALVANIZED STEEL GUY WIRE WITHTURNBUCKLE AND CONSPICUOUSLYCOLORED SAFETY FLAGS.PLASTIC HOSE OR (2) PLY 3/4" RUBBERTUBE TO PROTECT TRUNK FROM GUYWIRE.MULCH TO MINIMUM DEPTH OF3" AFTER SETTLING. MULCHSHOULD NOT BE IN DIRECTCONTACT WITH THE TRUNK.(SEE WRITTEN SPECIFICATIONS)GROUND COVERS & ROOTED CUTTING PLANTING DETAILNOT TO SCALESPREAD OF PLANTROTARY-TILL SOIL THOROUGHLYTO A DEPTH OF 6". PLOWING ORDICING IS NOT AN ACCEPTABLESUBSTITUTE.TYPICAL TRIANGULAR SPACINGOF PLANTS TO INSURE FULLCOVERAGE BY GROUNDCOVER.MULCH TO MINIMUM DEPTH OF 3"AFTER SETTLING. (SEE WRITTENSPECIFICATIONS)##ON CENTER SPACINGCLEAN TOPSOIL OF ANY ROOTS,PLANTS, SOD, STONES, CLAYLUMPS, AND OTHER EXTRANEOUSMATERIAL DETRIMENTAL TOPLANT GROWTHSHRUB & GROUNDCOVER LAYOUT DETAILNOT TO SCALELAYOUT OF SHRUBS AT THE PLANTINGEDGE IS DONE FIRST TO ESTABLISH ACONTINUOUS LINE. BEST FACE OF SHRUBTO FACE FRONT OF PLANTING BED.REMAINING SHRUBS ARE FILLED INBEHIND THE FRONT SHRUB LINE.SOD. USE ROLLER TO SMOOTHSURFACE.MULCH RINGNO TREE TO BE PLANTED CLOSERTHAN 4' TO BED EDGE.PLANTING BED EDGE CUT CLEAN ANDSTRAIGHTMAINTAIN 12" ALONG BED EDGE; SEEPLANTING BED EDGE DETAIL.BEST "FACE" OF PLANT TO BETOWARD THE FRONT EDGE OFTHE PLANTING BED.MULCH TO MINIMUM DEPTH OF 3"AFTER SETTLING12" WIDTH ALONG BED EDGEFOR MAINTENANCEEXISTING SOILPLANTING BED EDGE DETAILNOT TO SCALE℄SHALLOW SAUCER AROUNDPLANTING BEDEXISTING SOILSHRUB AND GROUND COVER PLANTING DETAILNOT TO SCALEPLANT SO THAT ROOTBALL IS LEVELWITH FINISHED GRADE (ALLOW FORSETTLING)MULCH TO MINIMUM DEPTH OF 3" AFTERSETTLINGCREATE A SHALLOW SAUCER AROUNDPLANTING BED OR PLANTPLANTING BEDS FOR SHRUBS ORGROUNDCOVER TO BE FULLY EXCAVATED TOA DEPTH OF THE ROOT BALL AND BACKFILLEDWITH TOPSOIL. TAMP FILL AS IT IS ADDED.WHEN HOLE IS 2/3 FILLED, WATERTHOROUGHLY. (SEE WRITTENSPECIFICATIONS)1x2xDIAMETER OF EXCAVATED HOLE SHALL BE ATLEAST TWICE THE WIDTH OF THE ORIGINALROOT BALL OR CONTAINER. (SEE WRITTENSPECIFICATIONS)1x2xLandscape Specifications AUGUST 26, 2020 (Rev C-16)Typical Shrub, Small Tree or Palm Tree with Root BarrierTypical Canopy Tree, Large or Exotic Palm Tree with Root BarrierAUGUST 26, 2020 (Rev C-16)H:\JOBS\Yacht Club Drive_20-013\Robbins NPB LLC_DD_.000\Drawings\Landscape Plan\2022-07-11_PLP_RemandSubmittal.dwg, 8/19/2022 11:40:37 AM, Mcuetara, ARCH full bleed D (24.00 x 36.00 Inches), 1:1 Drawing name: H:\JOBS\Yacht Club Drive_20-013\Robbins NPB LLC_DD_.000\Drawings\Landscape Plan\2022-07-11_PLP_RemandSubmittal.dwgRevision Dates:Designed By:Drawn By:Checked By:Project No.:Date:Scale:0NORTHUrban Planning & DesignLandscape ArchitectureCommunication GraphicsCopyright:All ideas, designs, arrangements, and plansrepresented by this drawing are owned by andthe property of the designer, and were createdfor the exclusive use of the specified project.These ideas, designs, arrangements or plansshall not be used by, or disclosed to any person,firm, or corporation without the writtenpermission of the designer.610 Clematis Street, Suite CU02West Palm Beach, FL 33401561.366.1100 FAX 561.366.1111www.udsflorida.com#LCC000035December 1, 202020-013.000TRMTRMMC / RDLP-of 62020.12.01 SP REVIEW SUBMITTAL2021-02-16 DRC RESPONSE RESUBMITTAL2021-07-09 DRC RESUBMITTAL2021-09-17 DRC RESUBMITTAL2021-10-29 DRC RESUBMITTAL #4 (Fire&SUA)2022-07-11 Remand Resubmittal2022-08-19 DRC ResubmittalNorth Palm Beach, Florida 200 YACHT CLUB DRIVE Mixed-Use Residential 40'20'10'1" = 20'-0"5Tree Protection and Relocation Details Tree Protection PlanPrior to clearing any of the property for development, the contractorwill do the following items:Clearly identify and tag all trees using either plastic ribbon tied around the treetrunk or a tag that is attached to the tree trunk. The numbers shown on each tagshall correspond to the number identified on the Tree Disposition Tabular and/orthe Tree Survey.Prior to site clearing and tree removal, trees to be preserved, mitigate, relocatedon-site, relocated off-site, or removed shall be identified using different colorplastic ribbon or tag.Place barricades to protect the root zones of the native vegetation to bepreserved. All barricades are to remain in place until all construction activities arecomplete.Trees to be preserved shall be barricaded with a minimum 3-foot high plasticmesh (orange OSHA) supported by 5-foot long rebar or 2"x2" wood stakes orequivalent as approved in conjunction with the Final Site Plan or Final SubdivisionPlan.Protective barriers shall remain in place until they are authorized to be removedby Palm Beach County or receipt of a CO.There shall be limited development within tree preservation areas:·maintained in its natural state·provide permeable landscape natural. i.e., grass, mulch·conform to governing landscape code.There will be no attachment of signs, etc. to vegetation unless of a non-damagingcharacter.Prohibited species are to be removed by hand ONLY in preservation areas, andany herbicide applications used should follow label instructions.No clearing shall commence until all protection devices are installed , inspected andapproved by the Zoning Division and Environmental Resource Management Department.No heavy equipment or machinery is to be used, nor any construction activities, orgrade changes occur within twice the radius of the dripline of native trees whichare to be preserved in place.PALMTREETransplant cutRoot prune cutMINIMUMUNDISTURBEDAREA AT TREERETAINING WALL OFLOOSE SET STONEOF POURED CONCRETESET CLAY PIPERUNS ON EXISTINGGRADE CUT TO EDGEOF TREE CANOPYTREE RELOCATION PROGRAMPlant Species RequirementsLive Oaks - Best time to move is in their dormant season. Worst time tomove is in the spring because of their flush of new growth and lack of precipitation.They should be root pruned at least two weeks in advance of the move and needto be watered in heavily the first two weeks after transplanting.Root Pruning and TransplantingWhen it is determined that a tree or palm needs to be transplanted, it is beneficialand sometimes required that the plant be root pruned. Root pruning is done to reducethe size of an existing root ball in preparation for transplanting. The root ball isreduced to create a new root system large enough to sustain life in the tree/palm whilemaking its move more effective for transportation. The time it takes for the rootsystem to develop before transplanting will vary from tree to tree, depending onsoil moisture content. An estimated wait time follows in the schedule listed below.1. Clear the area around the tree that has been selected.2. Determine the size of the root ball that is being prepared.Tree CaliperRoot Ball2-4"36-42"4-6"42-48"6-8"48-60"8-10"72-84"12-14"84-96"14-16"96-108"16-18"108-120"18-20"120-132"20-24"132-144"24-28"144-156"28-32"156-168"32-36"168-180"Sabal Palms4' Root BallCoconut Palms4-5' Root BallQueen Palms4' Root BallCanary Island Date Palms 5-6' Root BallReclinata Palms 6-8' Root BallPaurotis Palms6-8' Root BallSago Palms3-4' Root BallRoyal Palms5-6' Root Ball6. Fill trench with existing soil with 1/3 peat humus mixed in. Leave a depression to hold water.7. Irrigate with a mist head at root ball to help promote feeder roots and maintain watering.8. Wait time after root pruning until transplanting per individual specifications, for differing types of plant material.Ficus Trees6 weeks to 90 daysPalms6 weeks to 90 daysOaks, 6" and under 6 weeks to 90 daysOaks, 6" - 12"90 days to 6 monthsOaks, 12" and above 6 months to 1 year9. Fertilize top of ball with milorganite after root pruning.10. Some bracing may be required after root pruning.11. A full top will encourage feeder root growth. Previous to transplanting, remove enough top growth to balance the smaller root system. Thin out and trim back unwanted foliage and branches.12. Cut trench for transplanting outside of root pruned trench to allow for feeder roots.13. Lift tree from one side to break suction and peel off rootball. If it doesn't break then dig under to sever roots.3. Palms may be cut on three sizes leaving the open side toward the strongest northeast winds.4. Broadleaf trees should be cut on two sides initially opposite each other.5. Once the ball size has been determined, mark the spot around the ball and prepare for a 1' trench around the tree. Use sharp spades for root pruning and do not cut under the root ball. Leave old cut roots on top of root ball.LENGTH OF SLOPE VARIES WITHCONDITIONFILL CONDITIONCUT CONDITIONMAX. 2:1 SLOPE INDISTURBED AREASNATURAL GRADENEW GRADEMINIMUMMINIMUMRETAINING WALLS AROUND EXISTING TREESDRIP-LINE OFEXISTING VEGETATIONPROTECTIONBARRIEREXISTING VEGETATION TO BEPRESERVEDDEVELOPMENT AREANo grade changes shall be made within tree preservation areas, which require trenching orcutting of roots unless conditioned. Utility lines shall be installed to protect root systems asmuch as possible.No removal of soil or fill in tree preservation areas shall occur.Specifications:1. Contractor shall be responsible for locating any and allunderground utilities or obstructions prior to commencing work.In case of conflict with proposed work, notify landscape architectprior to commencement of work.2. Contractor shall provide adequate irrigation to assure the healthyestablishment of relocated trees.3. Pruning of limbs shall occur only as necessary to facilitaterelocation and shall maintain the natural shape and character oftree.4. Finish grade for top of tree plug shall meet the proposed finishgrade after relocation.5. All plant materials shall be relocated to freshly dug holes withsimilar size and type of tree moving equipment. The holesshould be filled 1/3 with water, place tree, back fill and water inthoroughly, being sure to avoid air pockets. Provide 4"-6" disharound newly dug plant material to retain water. Waterthoroughly after planting as specified.6. All trees exhibiting shallow root systems shall be staked asrequired.7. Prune, thin out and shape relocated trees, shrubs and understoryin accordance with desired effect of the landscape architect andto retain natural character. Remove all vines and exoticvegetation. Maintain relocated plant materials for a period of notless than 90 days. Maintain by watering, removing of exoticvegetation or weeds, providing insecticide applications andmulching.8. The contractor shall protect trees during relocation proceduresfrom scrapes, scars and undue breakage. Understory plantmaterial moved with primary species shall be protected againstdamage.9. Landscaping contractor shall provide a one (1) year warranty onall relocated material.Root prunecutTransplant cutPLAN VIEWCONNECTION RE-BAR RE-BAR CORNER CONNECTIONU-POSTU-POSTCONNECTIONMin. 3 ft height plastic mesh (orangeOSHA0 supported by min. 5 ft long rebaror 2"x2" wood stakes (or equivalentsubject to County approval)Maintenance EntryDripline (typ.)Maintenance EntrySoil Application:5 ft tall #14 gauge metal u-postColor: greenDriven into the ground 1 ftAsphalt Application:5 ft tall #5 rebar with plastic safety cap.Driven into the ground 1 ftInstallation Notes:A. Space posts every 8 ft.B. Secure fencing to post with nyloncable tiesPlastic and/or wood strips may also be usedto provide additional support and protectionbetween ties and posts.TREE PROTECTION BARRIER DETAILTWICE THE RADIUSOF THE DRIPLINEMeshPostH:\JOBS\Yacht Club Drive_20-013\Robbins NPB LLC_DD_.000\Drawings\Landscape Plan\2022-07-11_PLP_RemandSubmittal.dwg, 8/19/2022 11:41:12 AM, Mcuetara, ARCH full bleed D (24.00 x 36.00 Inches), 1:1 Drawing name: H:\JOBS\Yacht Club Drive_20-013\Robbins NPB LLC_DD_.000\Drawings\Landscape Plan\2022-07-11_PLP_RemandSubmittal.dwgRevision Dates:Designed By:Drawn By:Checked By:Project No.:Date:Scale:0NORTHUrban Planning & DesignLandscape ArchitectureCommunication GraphicsCopyright:All ideas, designs, arrangements, and plansrepresented by this drawing are owned by andthe property of the designer, and were createdfor the exclusive use of the specified project.These ideas, designs, arrangements or plansshall not be used by, or disclosed to any person,firm, or corporation without the writtenpermission of the designer.610 Clematis Street, Suite CU02West Palm Beach, FL 33401561.366.1100 FAX 561.366.1111www.udsflorida.com#LCC000035December 1, 202020-013.000TRMTRMMC / RDLP-of 62020.12.01 SP REVIEW SUBMITTAL2021-02-16 DRC RESPONSE RESUBMITTAL2021-07-09 DRC RESUBMITTAL2021-09-17 DRC RESUBMITTAL2021-10-29 DRC RESUBMITTAL #4 (Fire&SUA)2022-07-11 Remand Resubmittal2022-08-19 DRC ResubmittalNorth Palm Beach, Florida 200 YACHT CLUB DRIVE Mixed-Use Residential 40'20'10'1" = 20'-0"6LANDSCAPE NOTESGENERAL:1. All proposed material shall be Florida No. 1 or better as set forth in "Grades & Standards forNursery Plants," Part 1&2, Florida Dept. of Agriculture and Consumer Services, latest edition.No deviations will be permitted.2. By submitting a bid, the landscape contractor is responsible for providing the materialspecified on the plans. No substitutions will be accepted without prior written approval andacceptance by the Owner or his representative, or Landscape Architect.3. Materials to be hand-selected at the discretion of the Owner or his representative, orLandscape Architect.4. All work shall proceed in a professional manner in accordance with standard nursery andinstallation practice.5. Quantities on plant list are for convenience only. Landscape Contractor is responsible for allplants shown on planting plans. When discrepancies occur between plant list and plantingplans, the plans are to override the plant list in all cases. Contractor is responsible forconfirming sod quantities and certifying such to the Owner or his representative.6. Contractor is responsible for locating all underground utilities prior to digging. Notify theOwner or his representative, or the Landscape Architect immediately regarding discrepanciesor conflicts.7. Landscape Contractor to notify the Owner or his representative, or Landscape Architect atleast three (3) working days prior to beginning any stage of work.8. Owner or Landscape Architect to be immediately notified of any discrepancies found in field.9. Owner or his representative, or Landscape Architect reserve the right to field adjust plantmaterial on-site to avoid conflicts or discrepancies not anticipated in the planning process.10. Existing plant material to be removed, except as noted.TREES & PALMS1. All trees, new and relocated, to be staked and guyed as detailed.2. No double or multi-trunk trees unless otherwise specified.3. Face of trees and palms to be located a minimum of 2'-0" off all sidewalks/bike paths or otherpaved surface, unless otherwise notated on plans.4. Root suckers on Live Oaks are not acceptable.5. All trees falling within grassed areas to have a mulch ring 3' in diameter, mulched 3" deepwith no more than 1" deep directly adjacent to the trunk of the tree.PLANTING BEDS1. Groundcover and shrubs to be laid out in a uniform and consistent pattern.2. All planting beds to receive mulch per plans.3. Landscape Contractor is responsible for verifying that clean top soil, meeting the attachedspecifications, exists in each planting bed prior to planting. Contractor shall add or amendtop soil if necessary. Tree pits shall be backfilled as noted in attached specifications.Excavate all shrub and groundcover beds as specified and backfill with planting soil perspecifications.4. All existing paving base material to be removed from planting areas and replaced with cleantop soil prior to planting. Final grade within planting areas to be 2" below adjacent pavedareas or top of curb.5. Soil in landscaped areas shall be free of debris, including paving base or fill material, andcalcareous materials such as shell, lime rock, concrete, plaster and stucco. Planting areascontaining excessive calcareous materials shall be excavated to a minimum depth of (2') twofeet.SOD1. Landscape Contractor is responsible for replacing any damaged sod.IRRIGATION1. All landscape areas (including sod) shall be irrigated with an underground automatic sprinklersystem providing 120% coverage with 50% overlap or utilizing a drip irrigation/low volumewatering system. No landscape installation shall occur until the irrigation system isoperational, unless approval is granted by Owner or his representative, or LandscapeArchitect.SECTION 02950TREES, SHRUBS AND GROUND COVERPART I - GENERALBy bidding on this project and/or signing a contract for landscape work, the Contractoracknowledges that he/she has read and understood these specifications in their entirety, thathe/she has inspected the site, and that he/she will abide by all plans, specifications, and conditionsfound herein. Any perceived conflicts or concerns within the specifications or on the plant list,including unavailability of materials, are to be brought to the attention of the Landscape Architectprior to bid submission.1.01 WORK INCLUDEDA. Contractor shall obtain or ensure that all necessary permits have been granted to the Ownerfor work on the Owner's properties or in any adjacent easements prior to commencement ofwork.B. All planting and construction work shall be executed as shown on the provided drawings,schedules, and specifications.C. Any additional work or materials required to install landscape elements as called for on theplans, specifications or plant list shall be provided and installed by the Contractor.D. Finish Grade Elevations: 2 inch below top of pathway edging.E. The Contractor shall be entirely responsible for all work until final acceptance by the Owner.The Contractor shall protect all materials and work against injury and shall provide andmaintain all necessary guards for the protection of the public. He shall be held responsible forany negligence during the execution of the work.1.02 QUALITY ASSURANCEA. All work specified herein shall be performed by a single firm specializing in landscape work.The Landscape Architect and the Owner retain the right to approve any proposedsubcontractors prior to awarding the contract.B. Ship landscape materials with certificates of inspection required by governing authorities.Comply with all regulations applicable to landscape materials.C. Package standard products with manufacturers certified analysis. For other materials, provideanalysis by recognized laboratory made in accordance with methods established by theAssociation of Official Agricultural Chemists, wherever applicable.D. Provide trees, palms, shrubs and groundcover grown in a recognized nursery in accordancewith good horticultural practice. Materials must be healthy and vigorous, free of disease,insects, eggs, larvae, and defects such as decay, rot, knots, sun scald, injuries, abrasions,and poor or unusual form. No collected material will be permitted unless specific writtenapproval is granted.E. Do not make substitutions. If specified landscape material is not available at time of planting,submit proof of non-availability and provide a list of proposed equivalent material. Onceauthorized, adjustments to the contract will be made. Owner is not financially responsible forunauthorized substitutions.F. Plant materials of larger size than specified may be used if acceptable to Landscape Architectand if sizes of root balls are increased proportionately. Installation of larger sizes will notincrease contract amount unless specifically authorized by Owner.G. Owner and Landscape Architect reserve the right to inspect, approve or reject at any timeplant materials or work either at the nursery or at the site which does not meet the condition inthe plans, plant list or specifications.H. The Contractor shall be responsible for planting the landscape in complete accordance with allapplicable codes, ordinances, and laws. Any modification made to conform with said codes,laws and ordinances, after the bid is awarded, shall be completed at the Contractor's expenseat no additional cost to the Owner.1.03 SUBMITTALSA. Certification: Submit certificates of inspections as required by governmental authorities, andmanufacturers or vendor's certified analysis for soil amendments and fertilizer materials.Submit other data substantiating that materials comply with specified requirements.B. Submit seed vendor's certified statement for each grass seed mixture required, statingbotanical and common name, percentage by weight, and percentage of purity, germination,and weed seed for each grass seed species.C. Planting Schedule: Submit planting schedule showing schedule dates for each type of plantingin each area of site.D. Maintenance Instructions: Submit typewritten procedures for maintenance of landscape work,through final acceptance.1.04 DELIVERY, STORAGE AND HANDLINGA. Packaged Materials: Deliver packaged materials in original containers showing manufacturer'sguaranteed weight analysis and name of manufacturer. Protect materials from damage anddeterioration during delivery and storage.B. Trees, shrubs, and ground covers: Provide freshly dug trees, palms, and shrubs. Do not pruneprior to delivery. All plants shall be handled and stored so that they are adequately protectedfrom drying out, from sun or wind burn, and from any other injury at all times. Any plantdetermined to be wilted or burned may be rejected at any time, whether in the ground or not.Plants shall be handled only by their containers or root balls, not by stems or trunks. Treesthat are scraped or scarred during delivery, storage, or planting will be rejected. The on-sitestorage area shall be approved prior to the delivery of any plant materials. Do not bend or bindplants in such a manner as to damage bark, break branches, or destroy natural shape.Provide protective covering during delivery.C. Deliver plant materials after preparations for planting are complete, and plant immediately.Roots or balls of all plants shall be adequately protected at all times from sun and/or wind.Balled and burlapped (B&B) plants that cannot be planted immediately upon delivery shall beset on the ground and protected by having soil, wet peat, or other acceptable materialcovering the roots or balls keeping them moist.D. Do not remove container grown stock from containers until planting time.E. Label at least one tree, one palm and one shrub of each variety with a securely attachedwaterproof tag bearing legible designation of botanical and common name, if requested byOwner.F. Sod: Time delivery so that sod will be placed within 24 hours after stripping. Protect sodagainst drying and breaking of rolled strips.1.05 JOB CONDITIONSA. Proceed with and complete landscape work as rapidly as portions of site become available.B. Utilities: Determine location of overhead and underground utilities and perform work in amanner which will avoid possible damage. Hand excavate, as required. Forty eight (48) hoursprior to digging, call the appropriate Utility Authority to have all utilities identified and marked inorder to avoid conflicts.C. Protection of Existing Structures: All existing buildings, walks, walls, paving, piping, and otheritems of construction and planting already completed or established shall be protected fromdamage. All damage resulting from negligence shall be repaired or replaced, including but notlimited to marks on pavers and cracks within existing walkways caused by the Contractor. TheOwner may, at his discretion have any damage repaired by others and subsequently costsback-charged to the Contractor.D. Protection of Existing Plant Material: The Contractor shall be responsible for all unauthorizedcutting or damage to existing trees or shrubs caused by careless operation of equipment,stockpiling of materials, etc. This shall include compaction by driving or parking inside thedrip-line of any tree, or spilling of oil, gasoline, or other deleterious materials within thedrip-line of any tree. No materials shall be burned.E. Excavation: When conditions detrimental to plant growth are encountered, such as rubble fill,adverse drainage conditions, or obstructions, notify Landscape Architect before planting.PART II - PRODUCTS2.01 TOPSOILA. The Contractor is required to obtain a soil sample and perform a soil analysis test todetermine the existing soil composition and conclude whether it complies with the compositioncriteria below.B. Where topsoil does not meet the specified limits within the project site, it shall be furnished.Throughout all parts of site where finish grades and contour lines differ from existing contourlines, bring to finish grade contours shown on "Grading Plan."C. Topsoil shall be friable, fertile soil with representative characteristics of local soils. It shall befree of heavy clay, marl, stone, extraneous lime, plant roots, refuse and/or solid waste, sticks,brush, construction demolition debris, and any other deleterious materials. There shall be nonoxious weeds or weed seeds (i.e., nut grass, Bermuda grass and the like). In no case shallthere be more than five percent (5%) by dry weight of clay lumps or stones larger than 1". Itshall test in the pH range of 6.0 to 7.2 and shall contain no substance that will impede plantgrowth. The Contractor shall have topsoil laboratory-tested at his expense and approved byLandscape Architect or Owner prior to material delivery. Topsoil shall conform to the following specifications:COMPONENTS DRY WEIGHT MEASURE PARTICLE SIZEOrganic Matter 2% - 7% Silt/Clay 2% - 10% < 0.074 mmSand 85% - 98% 0.075 - 3.00 mmGravel 0% - 5% 4.75 mm - 1 inchThe analysis shall also show the following ranges:Soluble salt .2 - 1.0mmmhos/cmNitrogen 25-150 PPMPhosphorus 26 - 39 PPMPotassium 50 - 250 PPMCalcium 500 - 2500 PPMMagnesium 50 - 500 PPMIron 2.5 - 25 PPMManganese 2.5 - 25 PPMZinc 2.5 - 25 PPMCopper 1.3 - 5 PPMBoron0.5 - 1.5 PPMSulphur 15 - 200 PPMChlorine less than 100 PPMSodium less than 10Nematodes none2.02 SOIL AMENDMENTS AND FERTILIZERSA. Peat Moss: Peat moss shall be a commercial, baled sphagnum material, free of woody material, minerals, or foreign matter, with a pH range of 3.0 - 5.5.B. Sand: Sand shall be clean, sharp, and free of all deleterious material.C. Lime: Natural limestone (Dolomite) containing not less than 85% of total carbonates, groundso that not less than 90% passes a 10-mesh sieve and not less than 50% passes a 100-meshsieve.D. Humus Soil Conditioner: Consisting of yard trimmings and biosolids co-compost.E. Fertilizer: Fertilizer shall be a commercial grade, granular, slow release "pre-plant" typefertilizer.1. Fertilizer shall be delivered to the site in the original unopened container, bearing themanufacturer's guaranteed analysis. Any opened, caked, or damaged fertilizer will berejected.2. Tree, palm, shrub and grass fertilizer shall be “UF (University of Florida) Formulated”product 8-2-12 or 8-2-13 with minor elements as an all-purpose fertilizer, or equal, andapplied according to the manufacturer's direction.3. Application of fertilizer shall be consistent with the current recommendations of the GreenIndustries - Best Management Practices.4. Fertilizer shall be applied by an individual who has successfully completed the GI-BMPprogram and holds a current Urban Fertilizer License or as required by the State andLocal Ordinances.2.03 WATERA. All water necessary for planting and maintenance shall be of satisfactory quality to sustainadequate growth of plants and shall not contain harmful, natural or man-made elementsdetrimental to plants.2.04OTHER LANDSCAPE PRODUCTSA. Mulch: Mulch shall be shredded Melaleuca, Eucalyptus, Grade “A” Pine Bark Nuggets, orapproved equal, free of foreign materials and weed seeds. Minimum depth after settling shallbe 3".B. Guying and Bracing: Tree guying and bracing shall be the responsibility of the Contractor inaccordance with the planting details to insure stability and maintain plants in an uprightposition.C. Anti-desiccant: Anti-desiccant shall be "Wiltpruf” or equal, if specified on plans.D. Tree Wound Paint: Tree wound paint shall be an asphaltic base paint containing anantibacterial agent, specially prepared for tree surgery work.E. Super Absorbent Polymer: "Terra Sorb" or approved equal as packaged in 3 oz. Handy Paccomposed of synthetic acriamide copolymer, potassium, acrylate. Particle size of 1.0 mm to3.0 mm and absorption rate of 300 times its weight in water, if specified on plans.Apply dry, using the following amounts:1. For trees and palms up to 36" diameter root ball, use one 3 oz. Handy Pac.2. For trees and palms over 36" diameter root ball use two 3 oz.3. Handy Pacs. Broadcast throughout planting hole and backfill as per manufacturersspecifications.For container grown plants:Container Size Application Rate 1 Gallon1 Handy Pac / 9 Containers 3 Gallons1 Handy Pac / 4 Containers 7-10 Gallons 1 Handy Pac / 2 Containers 20 Gallons1 Handy Pac / 1 Container2.05 PLANT MATERIALA. Plant list is part of this specification section. The Contractor shall be responsible for furnishingand installing all plant materials shown on the drawings and plant list. In case of conflictbetween the two documents, the drawings shall rule.B. Quality: Trees, palms, shrubs, and other plants shall be Florida #1 or better as defined in thelatest edition of Grades and Standards for Nursery Plants, Florida Department of Agricultureand Consumer Services. Multi-trunked trees will not be accepted unless they are specificallyspecified in the planting plans. All plants shall have a normal habit of growth and shall besound, healthy, and vigorous. Trees shall have normal well-developed branching structuresand vigorous root systems that are not root or container bound.1. Balled and burlapped plants (BB or b&b) shall be dug with firm, natural balls of earth, ofsufficient depth and diameter to include the fibrous and feeding roots. Plants withcracked, dry, or broken balls will not be accepted, nor will plants with root balls ofinsufficient size.2. All plants, other than those collected on site, shall be nursery grown in accordance withgood horticultural practices and under climatic conditions similar to the site for at leasttwo years. Transplanting or root pruning shall have taken place during growth.C. Size: Plant sizes shown in the plant list are minimums. When a plant size is given by heightand spread or by container size, all specifications are minimums to be met or exceeded. Alltrees and shrubs shall be measured when their branches are in a normal position. Spreaddimensions specified refer to the main body of the plant and not from extreme branch tip to tip.Height is measured from the soil line to the average height of the canopy. Measurement doesnot include any terminal growth; the container or root ball is also not included.Unless otherwise specified, the determining measurement for trees shall be caliper, whichshall be measured 6" above the ground for trees up to 4" in caliper, and 12" above the groundfor trees over 4" caliper.2.06 GRASS MATERIALSA. Types: Sod type shall be as specified on the provided landscape plan and associated plantschedule.B. Dimensions: The sod shall be taken up in commercial size rectangles, preferably 12-inch x24-inch.C. Measurement: Sod shall be measured on the basis of square footage. Contractor shall beresponsible for complete coverage based on the square footage shown on plans; therefore,Contractor shall factor in cutting and shrinkage of materials.D. The sod shall be sufficiently thick to provide a dense stand of live grass. The sod shall be live,fresh and uninjured, at the time of planting. It shall be a soil mat of sufficient thickness, atleast 2” thick, adhering firmly to the roots to withstand all necessary handling. It shall be freeof weeds and other grasses. It shall be planted as soon as possible after being dug, and shallbe shaded and kept moist from the time it is dug until it is planted. After approval, the areafrom which the sod is to be harvested shall be closely mowed and raked as necessary toremove excessive top growth and debris.2.07 REJECTION, SUBSTITUTION, AND RELOCATIONA. All plants not conforming to the requirements herein specified shall be considered defectiveand such plants shall be marked as rejected and removed from the site whether in the groundor not, at the Contractor's expense. Such removal shall take place immediately and newplants shall be brought in as replacements. The plant materials must meet all applicableinspections required by law.B. The Owner or Landscape Architect also reserves the right to require that plants be relocatedafter installation if their initial installation does not conform to the plans or the intent of theplans, or if the original location poses an unforeseen threat to other facilities, human life,health, or safety, or to site utilities. Such relocation shall be at the Contractor's expense.PART III - EXECUTION3.01 GENERALA. Proceed with and complete landscape work as rapidly as portions of the site becomeavailable.B. No planting shall be done until all operations in conjunction with the installation of the sprinklersystem have been completed, final grades have been established, planting areas have beenproperly graded and prepared.C. Adverse Conditions: When conditions potentially detrimental to plant growth are encounteredduring work, such as rubble or refuse fill, adverse drainage conditions, or obstructions, notifyOwner or Landscape Architect before planting.D. Work Scheduling: Work is to be scheduled to establish a logical sequence of steps forcompletion of each type and phase of landscape work, in such a way as to correspond with,and avoid damage and conflict with, other disciplines on site.E. Coordination with Sod/Lawn: Plant trees, palms, and shrubs only after final grades areestablished, and prior to sodding or lawn establishment. If such planting must be done afterlawn work, protect lawn/sod areas during planting and promptly repair any resulting damage.F. Timing: 1. Planting work shall not be started until the final subgrade has been established, berms have been constructed and fine finished grading completed.2. Under no conditions shall work be done if weather or soil conditions are not satisfactory.G. Clean-up:1. At all times during the construction and installation, the site shall be maintained in aclean, orderly and safe condition. Streets and pavements shall be kept clean. Materialsand equipment for planting work shall be limited to the quantity required for the particularphase of work currently underway on the job site.2. Protect landscape work and materials from damage due to landscape installation andmaintenance operations, operations by other contractors and trades, and trespassers.Maintain protection during installation, Maintenance and Establishment periods. Treat,repair or replace damaged landscape work as directed.3.02 SOIL PREPARATIONA. Grading and soil preparation work shall be performed only during periods when best resultscan be obtained. If the moisture content of the soil is high enough that work would damagesoil structure, grading and tilling operations shall be suspended.B. Before mixing in soil amendments, clean topsoil of roots, plants, sods, stones, clay lumps, andother extraneous materials harmful or toxic to plant growth. Apply Herbicide for weed controlas needed.C. Mix specified soil amendments and fertilizers with topsoil at rates specified. Delay mixing offertilizer if planting will not follow placing of planting soil within a few days.D. For planting beds, mix planting soil either prior to planting or apply on surface of topsoil andmix thoroughly before planting.1. Mix lime with dry soil prior to mixing of fertilizer.2. Prevent lime from contacting roots of acid-loving plants.E. Unless drawings indicate otherwise, berms shall not exceed a 3:1 slope. Berms near buildingsor in potentially troublesome drainage situations shall be checked for correct drainage by theproject Engineer or Owner prior to planting.F. Tree and shrub planting beds which fall within or near parking lot areas shall be completelyexcavated and back-filled with topsoil. All shell-rock or other base materials, and all subsoiland debris, shall be completely removed from beneath such planting areas, to a minimumdepth of 24".G. All tree and/or shrub planting areas within 36" of building foundations, and any other plantingareas where significant buried construction debris is encountered, shall be excavated to aminimum depth of 24" and backfilled with topsoil as specified elsewhere in thesespecifications.3.03 TILLINGA. Before mixing, clean soil of roots, plants, clay lumps, stones in excess of 1" in diameter, andother extraneous or potentially harmful materials.B. After all soil conditioning (and topsoil if called for on plans) has been spread at specified rates,the areas to be planted should be thoroughly rotary-tilled to a depth of six (6) inches. Plowingor dicing is not an acceptable substitute for rotary-tilling.1. If the sprinkler system is installed after grading and tilling is completed, the backfill shallbe retilled in the affected areas.2. When the subsoil, grading, topsoil addition, soil conditioning, and tilling have beenaccomplished, all areas so treated shall be compacted and settled by application ofheavy irrigation to a minimum depth of twelve (12) inches. Erosion scars shall berepaired.3.04 FINE FINISH GRADINGA. When preliminary grading has been completed and the soil has dried sufficiently to be readilyworked, all lawn and planting areas shall be graded to the elevations indicated on theEngineering Plans. The top four (4) inches shall be completely free of stones larger than one(1) inch. Grades not otherwise indicated shall be uniform levels or slopes between pointswhere elevations are given. Positive drainage away from buildings shall always be maintained.Surface drainage shall be directed as indicated on the drawings by remodeling surfaces tofacilitate the natural run-off of water. All depressions where water will stand, all voids, erosion,settled trenches and excavations, and all ridges and rises shall be amended and/or removedleaving a smooth, even finish grade. If additional amended topsoil is required to accomplishthe intent of this specification, it shall be according to the foregoing specifications for topsoil.1. All area shall be graded so that the final grades are 2" below adjacent paved areas,sidewalks, valve boxes, mowing strips, clean-outs, drains, etc., with appropriateadjustments for varying sod thicknesses. The intent is for water always to drain awayfrom paving into lawn/sod areas.2. Eliminating all erosion scars prior to beginning planting.3. The Owner and/or his representative shall approve all final finish grades prior to planting.B. Prior to fine grading or the installation of plant material the Contractor shall obtain certificationthat the project area is at the grade levels proposed by the Civil Engineer or LandscapeArchitect from a licensed Surveyor. The Contractor shall fine grade the lawn and plantingareas to bring the rough grade up to final finished grade allowing for thickness of sod and/ormulch depth.3.05 PLANTING TREES AND PALMSA. Layout individual tree locations and areas for multiple plantings. Stake all locations and outlineareas, then secure Landscape Architect's acceptance before the start of planting work.B. Prior to preparation of tree pits, ascertain the location of all electrical cables, all conduits, allutility lines, oil tanks and supply lines, so that proper precautions may be taken not to disturbor damage any existing conditions. Properly maintain and protect existing utilities. Shouldsuch underground or overhead obstructions be encountered that interfere with planting, theContractor will inform the Landscape Architect or Owner's representative and shall beconsulted as to the adjustment of the location of plants to clear such obstruction or therelocation of the obstruction.C. Tree pit locations shall be staked by the Contractor and approved by the Owner or LandscapeArchitect before digging. Pits shall be excavated to the depth and width indicated and allsubsoil removed.D. Protect all areas from excessive compaction by foot traffic or machinery when bringing treesto the planting area.E. All excavated holes shall have vertical sides with roughened surfaces and shall be of a sizethat is at least twice the width of the original plant container or ball. In all cases the holes shallbe large enough to permit handling and planting without damage to the roots or root ball.F. Excess soil shall be removed or utilized as directed by Owner or the Owner's representative. Ifthe excess soil will not be used, it is the responsibility of the Contractor to remove and disposeof the discarded soil off site in an acceptable manner.G. Tree pits shall be backfilled with a topsoil mixture as specified elsewhere in thesespecifications Palm tree pits will be backfilled with a mixture of up to 95% sand and 5%organic material.H. Add fertilizer to tree pits as specified elsewhere in these specifications.I. Set balled and burlapped stock on a layer of 50% native soil and 50% topsoil compacted to a6" depth. Loosen burlap from top of sides of the ball but no burlap shall be pulled fromunderneath. Remove non-organic binding material (if any) from tree ball. Immediately cut anydamaged roots with clean shears. Using a plumb to assure that the tree is properly upright,begin filling the hole and tamping the fill material. When the hole is 2/3 filled, water thoroughlyand probe with a stick to be sure that no air pockets remain. Re-plumb, complete filling thehole, re-tamp, and water again.J. Set container-grown stock as above, taking care not to damage roots when removing thecontainerK. During planting, do not cover the top of the root ball with the soil mixture. All rope, wires,burlap mesh etc., shall be removed from the root ball. No synthetic burlap is allowed on anyplant material. Synthetic burlap is unacceptable for rootballs. Trees shall be planted so thatthe top of the root ball is 2" above final grade. Allow for settling. Any trees resting deeper orhigher must be either reset or replaced at the discretion of the Owner or Landscape Architect;such work shall be at the Contractor's expense.L. Create a watering basin around each tree at least as wide as the root ball in diameter formedby a circular ridge of soil at least 6" high.M. Each planting basin shall be mulched to a minimum depth of 3" (after settling). Mulch shall notbe applied until the tree has been thoroughly watered and two days have elapsed. Mulchshould be placed so that it is not in direct contact with trunks.N. All trees are to be staked or guyed per these specifications. All stakes shall be painted aconspicuous color or shall be flagged for visibility and public safety; guy wires shall beflagged.O. Palms shall be planted per above specifications.3.06 PLANTING SHRUBS, VINES, AND GROUND COVERSA. The locations of all plants, bed outlines and all other areas to be planted shall be clearlymarked with agricultural gypsum or landscape marking paint then approved by the Owner orLandscape Architect before any holes are dug.B. No planting shall be done until the area concerned has been satisfactorily prepared inaccordance with these specifications.C. No more plants shall be distributed in the planting area on any work day than can be plantedand watered in that day.D. Unless otherwise indicated, all plants shall be planted in pits, centered as called for on theplant list, and set in 24" depth of topsoil as specified elsewhere in these specifications to suchdepth that the soil line of the plants will match the surrounding grade after settling. Plants shallbe planted in a vertical position and oriented to give the best possible appearance orrelationship to adjacent structures or features. Remove all inorganic containers or binding. Alldamaged roots shall be cut away cleanly. Planting soil shall be placed and compactedcarefully to fill all voids and avoid root injury. When the hole is 2/3 filled, water thoroughly. Thehole shall then be filled to finish grade and a shallow saucer shall be formed around each bed.After settling, soil shall be added as needed to bring the hole to grade level.E. Azaleas and other ericaceous and acid-loving plants shall be backfilled with a mixture of 20%topsoil and 80% acid peat. They shall be set so that the bases of the plants are slightly higherthan they grew in the container or nursery after settling. At no time shall lime in any form bebrought into contact with the plants or their roots. Mulch with pine straw unless notedotherwise.F. Add fertilizer to plants as outlined in section 2.02.G. Vines shall be planted in pits containing at least 2 cubic feet of prepared topsoil. They shall beplanted in the same manner as shrubs, and shall be mulched. Vine stems shall be fastened towalls, trellises, etc. as specified in the drawings.H. Groundcover plants shall be laid out in their proposed planting locations without beingremoved from their containers after the soil is properly prepared per these specifications.Planting methodology is the same as for other shrubs.I. Any plants which, after settling, rest significantly higher or even slightly lower than they grewin the nursery or container are subject to resetting or replacement at the discretion of theOWNER or Landscape Architect. Such work shall be at the Contractor's expense.J. If called for in the plans, landscape edging shall be installed as specified.K. All planting beds and individual plantings shall be mulched with a minimum of 3" (aftersettling) of mulch as specified in this document. Mulch shall be free of weed seeds and otherforeign matter.3.07 ANNUAL AND SEASONAL COLOR BEDSA. Beds shall be mounded to a height 6" on top of the existing grade and composed of 50%topsoil and 50% compost.B. Soil shall be covered with ½” - 1" deep layer of Pine Fines Mulch or comparable product.3.08 PRUNINGA. All pruning shall be done in the presence of, and with the approval of, the Owner orLandscape Architect. Only clean, sharp tools designed for the purpose shall be used. The goal of pruning is always to preserve and enhance the natural character of the plant. Pruningshall be done per modern horticultural practice (see National Arborist Standards, latest edition).B. Pruning shall be limited to the minimum necessary to remove injured twigs, branches, andfronds, to compensate for root loss suffered during digging and transplanting, and to thin andshape shrubs and trees. In no case shall more than 1/3 of the branching structure beremoved. Damaged, scarred, frayed, split, or skinned twigs, branches, or limbs shall bepruned back to the next sound outside lateral bud, branch or limb. The terminal bud or leadershall never be removed.C. Prune trees and shrubs to retain required height and spread. Remove the minimal amount ofwood necessary on flowering trees and shrubs. Remove only dead or dying fronds frompalms. Cuts over 3/4" in diameter shall be treated with tree wound paint; all exposed livingtissue shall be covered.D. Existing Trees: If indicated on drawings, Contractor shall prune and thin existing trees on site.The use of climbing spurs is prohibited. All diseased, dead branches and those interferingwith healthy plant growth shall be removed. Also, remove root suckers, low branches, and anyothers as directed by the Owner or Landscape Architect. Cuts shall be flush with the trunk orlimb and shall be painted with tree paint. Remove any nails, wires, etc. fastened to the tree.3.09PLANTERS - DECORATIVE OR STRUCTURALA. If specified, landscaping in planters shall be installed using the following method:1. Install 4" deep layer of fine crushed stone in bottom of planter.2. Install filter fabric over stone layer. Turn up edges of fabric all around.3. Install planting soil mix over filter fabric to within 3½” of top for planter. Do not compactplanting soil.4. Install plant material as specified elsewhere in these specifications.5. Install 3" of mulch over planting soil.3.10 SODDING NEW LAWNSA. The Contractor shall sod all areas indicated and noted on the drawings. No sodding shalloccur until areas to be sodded are cleared of any rough grass, weeds and debris, the groundbrought to an even grade and specified amendments have been added. See details forspecific amendments as per sod type.B. Whenever a suitable area has been graded and is ready for sodding the Contractor shall,when directed by the Landscape Architect, proceed at once with the sodding of the availableareas. Sodding shall be incorporated into the project at the earliest practical time in the life ofthe contract. No sod which has been cut for more than seventy two (72) hours shall be usedunless specifically authorized by the Landscape Architect or Owner after his careful inspectionthereof. Any sod which is not planted within twenty four (24) hours after cutting shall bestacked in an approved manner and maintained properly moistened.C. The sod shall be placed on the prepared surface, with edges in close contact, and shall befirmly and smoothly embedded by light tamping with appropriate tools. Sod shall be rolledwith 1,000 lbs. roller unless waived by the Landscape Architect or Owner.D. Where sodding is used in drainage ditches, sod panels shall be set in a staggered pattern,such as to avoid a continuous seam along the line of flow. Offsets of individual strips shall notexceed six (6) inches. At the inside of the curbs, sod shall abut squarely and evenly.E. On areas where the sod may slide, due to height and slope, the Landscape Architect orOwner may direct that the sod be pegged, with pegs driven through the sod blocks into firmearth, at suitable intervals.F. Any pieces of sod which, after placing, show an appearance of extreme dryness shall beremoved from the work.G. Where placement of new sod abuts existing sodded areas, new sod must be placed in such amanner as to produce an even transition to existing sodded areas.H. It shall be the responsibility of the Contractor to bring the sod edge in a neat, clean manner tothe edge of all paving and shrub areas.PART IV MAINTENANCE, ESTABLISHMENT AND WARRANTY PERIODS4.01 MAINTENANCE AND ESTABLISHMENT PERIODA. The Maintenance Period shall begin immediately after each plant is planted, and theContractor shall continuously maintain all areas involved in this contract during the progressof the work.B. The Establishment Period shall begin on the first day after all planting and installation of alllandscape elements is completed and initially accepted. The Contractor shall continuouslymaintain all areas from initial acceptance until final acceptance by the Owner. TheEstablishment Period shall continue for not less than ninety (90) continuous calendar days.Hurricane cut Sabal Palms shall have an Establishment Period of not less than one hundredand eighty (180) continuous calendar days. The Establishment Period will end at the time theproject is given final acceptance. An inspection shall be made by the Owner or LandscapeArchitect to accept the completed work and issue a determination of substantial completion.Inspections may be performed on all or partially completed phased work under the Contract,as directed by the Owner.C. Maintenance of new plantings shall consist of, but not necessarily be limited to, pruning,watering, cultivating, weeding, mulching, tightening or replacing guys and stakes, resettingplants to proper grades or upright positions, furnishing and applying sprays as necessary tocombat insects and disease, litter control, rolling, fertilizing and replanting.D. Planting areas and plants shall be protected at all times against damage of any kind for theduration of the maintenance and establishment periods. If any plants are injured or damaged,they shall be treated or replaced as directed by the Owner or Landscape Architect at noadditional cost. The Contractor is responsible for acts of vandalism or theft during themaintenance and establishment period unless this responsibility is assumed in writing byanother party.E. Restrict foot and vehicular traffic from all lawn and planting areas after seeding and plantingoperations. Erect signs and barriers if required and remove when lawn and plantings are wellestablished and accepted by Owner.F. The Contractor shall be responsible for maintaining adequate protection of the site. Areasdamaged by the Landscape Contractor's men or equipment, or the men or equipment of hisSubcontractor's, shall be repaired at the Landscape Contractor's expense.G. The Contractor is responsible for keeping all plant materials adequately watered afterinstallation even if the irrigation system is not operational. Plants shall receive a thoroughwatering immediately after planting. Afterwards, plants shall be watered during themaintenance and establishment periods per the requirements set forth in "WaterRequirements for Newly Planted Grass, Ground Covers, Shrubs and Trees in Florida",distributed by South Florida Water Management District. In those areas where a permanentirrigation system will not be provided, the Contractor is responsible for implementing theWatering Program identified in the Landscape Plans.H. The Landscape Contractor is responsible for keeping all plant materials adequately fertilizedthroughout the Maintenance and Establishment Periods. Fertilizer shall be applied at a rate tokeep plant materials healthy. All fertilizer shall be done under the direction of a licensedfertilizer operator.I. The Landscape Contractor shall control disease and pest infestations in the planting area.Upon approval, the Contractor shall implement the control measures, exercising extremecaution in using hazardous materials and taking all necessary steps to protect others on andnear the job site. All disease and pest control shall be done under the direction of a licenseddisease and pest control operator.J. Herbicide Weed Control: All landscape areas shall be free of nut grass, torpedo grass, andother noxious weeds until final acceptance of work.1. "Round-up" shall be applied to all planting areas as needed and determined on-site by the Owner for weed control. Apply per manufacturers specifications.2. "Ronstar" pre-emergent or OWNER - approved equal, shall be applied 2 weeks before planting. Apply per manufacturers specifications.3. Apply "Fusilade" in all areas where torpedo grass has emerged. Apply per manufacturers specifications.4. Apply "Basagram" or "Marage" in all areas where nutgrass has emerged. Apply per manufacturers specifications.K. Mowing of turf will commence ten (10) days after installation. The height of cut will be 3".After the first cut, the Contractor shall adjust the frequency of mowing so that at eachoperation no more than 1/3 of the grass blade is removed per cutting.L. If the lawn surface becomes uneven or develops any low spots or gaps in the sod at any timeduring the maintenance or establishment periods, contractor to provide clean sand to fill alllow spots and gaps to level the lawn surface. Roll the lawn immediately afterwards with a1,000 lb. roller after thoroughly irrigating lawn. If required, level the lawn again, using thesame procedure until a uniform level lawn surface is provided. Between the 15th and 20th dayof the Establishment Period, the Contractor shall re-sod all spots or areas within the lawnwhere normal turf growth is not evident. Turf must be well established and free of bare spotsand weeds to the satisfaction of the OWNER or Landscape Architect prior to final acceptance.All planted areas other than lawn shall be weeded at intervals of not more than ten (10) days.M. Application of fertilizer to be done between the fortieth (40) and fiftieth (50) day of theestablishment period. Landscape Architect or Owner are to be notified a minimum of fortyeight (48) hours in advance.N. Improper maintenance or poor condition of any planting at the time of the termination of thescheduled Establishment Period may cause postponement of the final acceptance of thecontract. Any material found to be dead, missing, or in poor condition during the establishmentperiod shall be replaced immediately. Maintenance shall be continued by the Contractor untilthe work is acceptable.O. Inspection and Final Acceptance:1. In all cases the Landscape Architect will perform an initial and final inspection at thebeginning and end of the Establishment Period, respectively. It is the responsibility of theContractor to notify the Owner or Landscape Architect of the beginning and end of thisperiod and to submit a written request for an inspection ten (10) days in advance.2. Following inspection(s), Landscape Architect will prepare a listing of outstanding items tobe addressed prior to final acceptance. Final acceptance will be given once theoutstanding items are completed, and the work performed to the satisfaction of theLandscape Architect and OWNER.3. Any material that is 25% or more dying shall be considered dead and must be replacedat no charge. A tree shall be considered dead when the main leader has died or when25% of the crown is dead. A tree that has suffered significant leaf drop but shows signsof life may be left for later re-inspection. Such trees shall be subject to removal andreplacement at any time up to and including the first re-inspection, as requested by theOwner or Landscape Architect. The Warranty Period for such trees shall not begin untilafter the second re-inspection.4.02 WARRANTY PERIODA. Unless a different agreement is reached in writing between the Owner and the Contractor, alltrees and other plant material, including ground covers, installed under this agreement shallbe guaranteed to live and grow, and shall be warranted against defects, death andunsatisfactory growth for a period of one (1) year from the day of final acceptance of contractwork.B. Non-living landscape elements shall also carry a one (1) year guarantee on materials, labor,and workmanship.C. Material found to be dead or in poor condition within the Warranty Period shall be replaced bythe Contractor within fifteen (15) days of written notification by the Owner's representative.The Owner or Landscape Architect shall be the sole judges as to the condition of the material.D. Materials and labor involved in the replacing of materials shall be supplied by the Contractorat no additional cost to the Owner.E. Soil Testing: Should plant materials show yellowing or other signs of soil and/or nutritionalproblems, the Owner or Landscape Architect may request soil testing and analysis. Suchtesting will be at the expense of the Contractor.1. Soil problems (as revealed by testing) shall be corrected by application of correctivechemicals and nutrients, removal and replacement of soil, or other measures as agreedupon by all parties. All such measures shall be at the Contractor's expense unless clearevidence establishes that the soil problem is not pre-existing and is caused by factorsbeyond the Contractor's control.F. Replacement and Conditions:1. Materials will be replaced as many times as necessary to satisfy the OWNER'Srepresentative and the specifications. All replacement costs will be the responsibility ofthe Contractor.2. Replacements will be of the same size, species, and specifications as the original. Noadditional soil additives will be required unless significant amounts of soil mix are lostbefore or during replacement.3. Plant losses due to abnormal weather conditions such as floods, excessive wind damage(on properly staked or guyed trees), severe freezing, or hail will not be the responsibilityof the Contractor.4. Deciduous materials will be guaranteed to break dormancy at the proper season.Materials planted during their normal dormant period will be guaranteed to resumenormal growth at the proper time for that species.Last updated: April 2017KNOW WHAT'S BELOWALWAYS CALL 811BEFORE YOU DIGIt's fast. It's free. It's the law.www.callsunshine.comRLandscape Specifications H:\JOBS\Yacht Club Drive_20-013\Robbins NPB LLC_DD_.000\Drawings\Landscape Plan\2022-07-11_PLP_RemandSubmittal.dwg, 8/19/2022 11:41:57 AM, Mcuetara, ARCH full bleed D (24.00 x 36.00 Inches), 1:1 U.S. HIGHWAY 1YACHT CLUB DRIVER/W (VARIES)C EV EV #1#2#3#4#5#6#7#8#9#10#11#12#13#14#15#16#17#18#19#19#20#21#22#25#26#27#24#23#28#29#30#32#33#31#33#34#35#36#37#38#39#40#41#42#43#44#45#46#47#48#49#50#51#52#53#55#54#56#57#58#59#60#61#62#63#64#65#66#67#68#69#70#71#72#73#74#73#74#75#76#77#78#79#80#81#83#82#84#86#87#88#89#91#92#93#94#95#85#90#96#97#98#99#100#101#102TEMP. TREE BARRICADE(S) AT LIVE OAK #20, #22,#27 & #28 DURING INITIAL SITE CLEARING ANDGRADING PHASE PER BARRICADE DETAILS ONLANDSCAPE SHEET LP-5TEMP. TREE BARRICADE FOR LIVE OAK #93 & #94DURING INITIAL SITE CLEARING AND GRADING PHASEPER BARRICADE DETAILS ON LANDSCAPE SHEET LP-5SIX (6) EXISTING SABAL PALMS WITHINRIGHT-OF-WAY IMPACTED BY RECONSTRUCTIONOF WATERMAIN AND PUBLIC SIDEWALK TO BEREPLACED 1:1 AS PART OF PROPOSED STREETEDGE LANDSCAPE IMPROVEMENTS. SEELANDSCAPE PLAN FOR DESIGN INTENT.INDICATES LOCATION OFTRANSPLANTED (6) LIVE OAK TYP.OAKS (#20,#22, #27,#28, #93 & #94 TO BE PROTECTEDIN PLACE DURING SITEPREPARATION PHASE PRIOR TORELOCATING TO PROPOSEDLOCATIONS ON SITE.ONCE RELOCATED TREES SHALLBE PROTECTED WITHBARRICADES INSTALLED PERDETAILS ON SHEET LP-5Drawing name: H:\JOBS\Yacht Club Drive_20-013\Robbins NPB LLC_DD_.000\Drawings\Landscape Plan\2022-08-19_TD1_SPR ReSubmittal.dwg Urban Planning & DesignLandscape ArchitectureCommunication GraphicsRevision Dates:Designed By:Drawn By:Checked By:Project No.:Date:Scale:0NORTHCopyright:All ideas, designs, arrangements, and plansrepresented by this drawing are owned by andthe property of the designer, and were createdfor the exclusive use of the specified project.These ideas, designs, arrangements or plansshall not be used by, or disclosed to any person,firm, or corporation without the writtenpermission of the designer.610 Clematis Street, Suite CU02West Palm Beach, FL 33401561.366.1100 FAX 561.366.1111www.udsflorida.com#LCC000035OCTOBER 202020-013.000MLCMLCKTTD-12020-12-01 SP REVIEW SUBMITTAL2021-02-16 DRC RESPONSE RESUBMITTAL2021-07-09 DRC RESUBMITTAL2022-08-19 Remand DRC ResubmittalNorth Palm Beach, Florida TREE DISPOSITION TABULAR & PLAN 200 YACHT CLUB DRIVE MIXED-USE RESIDENTIAL 60'30'15'1" = 30'-0"EXISTING TREE OVERLAY MAPTREE DISPOSITION TABULAREXISTING TREE LEGENDTREE (SEE DISPOSITION LIST)SABAL PALMH:\JOBS\Yacht Club Drive_20-013\Robbins NPB LLC_DD_.000\Drawings\Landscape Plan\2022-08-19_TD1_SPR ReSubmittal.dwg, 8/19/2022 11:47:59 AM, Mcuetara, ARCH full bleed D (24.00 x 36.00 Inches), 1:1 ALLEYU.S. HIGHWAY 1120' R/W (IMPROVED)BLDG. 'B'BLDG. 'C'BLDG. 'A'TERRACECAFEALLEYYACHT CLUB DR.R/W (VARIES)U.S. HIGHWAY 1120' R/W (IMPROVED)RRRRMARINA ADDITION TOVILLAGE OF NORTH PALM BEACHP.B.27 PG.9845'20' SERVICE ROADLOT 25 BLOCK 66YACHT CLUB ADDITION TOVILLAGE OF NORTH PALM BEACHP.B.27 PG.98LOT 24 BLOCK 66LOT 23 BLOCK 6620' SERVICE ROADREMAINDER OF LOT 12 BLOCK 7060'(P)(120' R/W)90°(P)LOT 1BLOCK 66CENTERLINE60'(P)60'(P)FOUND1" IP15"RCP10" CLAY 15"RCP15"± RCP10" CLAY10" CLAYR/W (VARIES)120 ' R/W (IMPROVED)U.S. HIGHWAY 1YACHT CLUB DRIVEEVEVCMPPPPPPPPPP16"14"10"18"10"14"12"14"14"14"14"12"18"6.67 5.00 8.00 3.00 PL A N D C AD D 1 98 7 L A N D C A D D 1 98 7 L A N D C A D D 1 98 7 L A N D C A D D 1 98 7 L A N D C AD D 1 9 8 7 L A N D C AD D 1 98 7 L A N D C AD D 1 9 8 7 L A N D C A D D 1 9 8 7 L A N D C AD D 1 98 7 L A N D C AD D 1 9 8 7 L A N D C A D D 1 98 7 L A N D C A D D 1 9 8 7 1 BED 2 BED 2 BED LIVE / WORK 1 bed LOBBY 1 BED1 BED 1 BED 1 BED 1 BED 1 BED 1 BED 1 BED 2 BED 1 BED 1 BED 2 BED LIVE / WORK 1 BED LIVE / WORK LIVE / WORK 1 BED 1 BED 1 BED 1 BED AMENITIES 2 BED 2 BED 2 BED 1 BED 1 BED 2 BED 1 BED 2 BED 1 BED 1 BED retail 2 BED 2 BED 2 BED lobby amenity 2 BED 2 BED N S EW285 Banyan Blvd West Palm Beach Florida 33401 A r c h i t e c t u r e • I n t e r i o r D e s i g n Revisions: THESE DRAWINGS ARE FOR THE EXCLUSIVE USE OF SPINA OROURKE + PARTNERS, INC. AND MAY NOT BE DUPLICATED, REPRODUCED OR USED IN ANY MANNER WITHOUT THE EXPRESS WRITTEN CONSENT OF SPINA OROURKE + PARTNERS, INC. ALL RIGHTS RESERVED561.684.6844 • Fax 561.684.5594spinaorourke.comFL Lic # AA26002399Keith M. Spina # AR13419 7/6/2022 4:21:44 PMBIM 360://200 Yacht Club/200 YHC_SITE PLAN.rvtARCHITECTURAL COLOR SITE PLANProject no: 20015 Date: 02-15-20 Drawn by: CG, MR, DC,JH Project Manager: JG200 Yacht Club DriveNorth Palm Beach, FloridaNew Construction For:SITE PLAN REVIEW SP1.0.1 Scale: 1" = 20'-0"SP1.0.1 ARCHITECTURAL SITE PLAN1 GARAGE 2 10'-0" GARAGE 3 20'-0" CLUB HOUSE 30'-0" CLUB HOUSE ROOF 46'-0" SITE 0'-0" PT-1 PT-10 PT-7 PT-3 PT-1 PT-2 PT-1 PT-10 PT-3 PT-1 PT-2 GARAGE 2 10'-0" GARAGE 3 20'-0" CLUB HOUSE 30'-0" CLUB HOUSE ROOF 46'-0" SITE 0'-0" OPENOPENOPENOPEN MTL-1 PT-10 PT-6 PT-2 PT-1 MTL-1 PT-10 PT-3 PT-1 PT-7 MATERIAL LEGEND MTL-1 METAL ROOF - HIGH SEAM TEE PANEL SYSTEM WITH ZINC-COTE FINISH PT-1 PAINTED STUCCO OR SIDING. COLOR: BENJAMIN MOORE OC-71 "SAND DOLLAR" PT-2 PAINTED STUCCO OR SIDING. COLOR: BENJAMIN MOORE OC-19 "SEAPEARL" PT-3 PAINTED STUCCO OR SIDING. COLOR: BENJAMIN MOORE OC-14 "NATURAL CREAM" PT-4 PAINTED STUCCO OR SIDING. COLOR: BENJAMIN MOORE HC-141 "HOLLINGSWORTH GREEN" PT-5 PAINTED STUCCO OR SIDING. COLOR: BENJAMIN MOORE HC-150 "YARMOUTH BLUE" PT-6 PAINTED STUCCO OR SIDING. COLOR: BENJAMIN MOORE AC-28 "SMOKE EMBER" PT-7 PAINTED SHUTTER. COLOR: BENJAMIN MOORE HC-145 "VAN COURTLAND BLUE" PT-8 PAINTED SHUTTER. COLOR: BENJAMIN MOORE HC-165 "BOOTHBAY GRAY" PT-9 PAINTED SHUTTER. COLOR: BENJAMIN MOORE AC-29 "SAN ANTONIO GRAY" PT-10 PAINTED TRIM. COLOR: BENJAMIN MOORE OC-149 "DECORATOR'S WHITE" N S EW285 Banyan Blvd West Palm Beach Florida 33401 A r c h i t e c t u r e • I n t e r i o r D e s i g n Revisions: THESE DRAWINGS ARE FOR THE EXCLUSIVE USE OF SPINA OROURKE + PARTNERS, INC. AND MAY NOT BE DUPLICATED, REPRODUCED OR USED IN ANY MANNER WITHOUT THE EXPRESS WRITTEN CONSENT OF SPINA OROURKE + PARTNERS, INC. ALL RIGHTS RESERVED561.684.6844 • Fax 561.684.5594spinaorourke.comFL Lic # AA26002399Keith M. Spina # AR13419 7/11/2022 9:06:33 AMBIM 360://200 Yacht Club/200 YHC_GARAGE & TOWNHOUSES.rvtGARAGE – COLORED EXTERIOR ELEVATIONS Project no: 20015 Date: 02-15-20 Drawn by: Author Project Manager: Checker200 Yacht Club DriveNorth Palm Beach, FloridaNew Construction For:PROGRESS A3.3.1A SCALE: 3/32" = 1'-0"A3.3.1A East Color1 SCALE: 3/32" = 1'-0"A3.3.1A South Color2 GARAGE 2 10'-0" GARAGE 3 20'-0" CLUB HOUSE 30'-0" CLUB HOUSE ROOF 46'-0" SITE 0'-0" OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN MTL-1 PT-10 PT-3 PT-1 PT-2 MTL-1 PT-10 PT-3 PT-1 PT-2 GARAGE 2 10'-0" GARAGE 3 20'-0" CLUB HOUSE 30'-0" CLUB HOUSE ROOF 46'-0" SITE 0'-0" OPEN OPEN OPEN MTL-1 PT-10 PT-3 PT-1 PT-2 PT-6 MTL-1 PT-2 PT-10 PT-2 MATERIAL LEGEND MTL-1 METAL ROOF - HIGH SEAM TEE PANEL SYSTEM WITH ZINC-COTE FINISH PT-1 PAINTED STUCCO OR SIDING. COLOR: BENJAMIN MOORE OC-71 "SAND DOLLAR" PT-2 PAINTED STUCCO OR SIDING. COLOR: BENJAMIN MOORE OC-19 "SEAPEARL" PT-3 PAINTED STUCCO OR SIDING. COLOR: BENJAMIN MOORE OC-14 "NATURAL CREAM" PT-4 PAINTED STUCCO OR SIDING. COLOR: BENJAMIN MOORE HC-141 "HOLLINGSWORTH GREEN" PT-5 PAINTED STUCCO OR SIDING. COLOR: BENJAMIN MOORE HC-150 "YARMOUTH BLUE" PT-6 PAINTED STUCCO OR SIDING. COLOR: BENJAMIN MOORE AC-28 "SMOKE EMBER" PT-7 PAINTED SHUTTER. COLOR: BENJAMIN MOORE HC-145 "VAN COURTLAND BLUE" PT-8 PAINTED SHUTTER. COLOR: BENJAMIN MOORE HC-165 "BOOTHBAY GRAY" PT-9 PAINTED SHUTTER. COLOR: BENJAMIN MOORE AC-29 "SAN ANTONIO GRAY" PT-10 PAINTED TRIM. COLOR: BENJAMIN MOORE OC-149 "DECORATOR'S WHITE" N S EW285 Banyan Blvd West Palm Beach Florida 33401 A r c h i t e c t u r e • I n t e r i o r D e s i g n Revisions: THESE DRAWINGS ARE FOR THE EXCLUSIVE USE OF SPINA OROURKE + PARTNERS, INC. AND MAY NOT BE DUPLICATED, REPRODUCED OR USED IN ANY MANNER WITHOUT THE EXPRESS WRITTEN CONSENT OF SPINA OROURKE + PARTNERS, INC. ALL RIGHTS RESERVED561.684.6844 • Fax 561.684.5594spinaorourke.comFL Lic # AA26002399Keith M. Spina # AR13419 7/11/2022 9:07:27 AMBIM 360://200 Yacht Club/200 YHC_GARAGE & TOWNHOUSES.rvtGARAGE – COLORED EXTERIOR ELEVATIONS Project no: 20015 Date: 02-15-20 Drawn by: Author Project Manager: Checker200 Yacht Club DriveNorth Palm Beach, FloridaNew Construction For:PROGRESS A3.3.2ASCALE: 3/32" = 1'-0"A3.3.2A West Color1 SCALE: 3/32" = 1'-0"A3.3.2A North Color2 BEDROOM CLOSET W/D BATH UTILITIES KITCHEN LIVING BALCONY LINEN pantry BEDROOM CLOSET W/D UTILITIES BATH KITCHEN LIVING CLOSET BEDROOM BATH linen BALCONY PANTRY UNIT COUNT BUILDING A BUILDING B FIRST FLOOR SECOND FLOOR THIRD FLOOR FOURTH FLOOR - TOTAL BUILDING C FIRST FLOOR SECOND FLOOR THIRD FLOOR FOURTH FLOOR TOTAL TOTAL ONE BEDROOM UNITS TOTAL TWO BEDROOM UNITS TOTAL LIVE/WORK UNITS COMBINED TOTAL UNIT COUNT` TOWNHOUSES 6 TOWNHOUSES (6) TOWNHOUSES WITH (3) BEDROOMS EACH 181 TOTAL 22 + 24 + 51 38 + 9 + 27 1 + 3 (1) BED 12 13 13 13 51 (2) BED 6 7 7 7 27 (1) BED 6 6 6 6 24 (2) BED 0 3 3 3 9 (1) BED 4 6 6 6 22 (2) BED 8 10 10 10 38 FIRST FLOOR SECOND FLOOR THIRD FLOOR FOURTH FLOOR - TOTAL 60 36 79 = 97 = 74 =4 = 175 (1) LIVE/WORK (1) LIVE/WORK 3 3 (1) LIVE/WORK 1 1+/- 8'-0"HVAC5'-0"1'-6"UNIT AREA (1) BED UNIT TYPE UNIT AREA (2) BED - (4) LIVE/WORK 744 SQFT - 1,137 SQFT 1,135 SQFT CEILING HEIGHTS BUILDING A BUILDING B BUILDING C FIRST FLOOR SECOND FLOOR THIRD FLOOR FOURTH FLOOR 12'-8" 10'-0" 10'-0" 10'-0" 12'-10" 10'-0" 10'-0" 10'-0" 14'-8" 10'-0" 10'-0" 10'-0" TOWNHOUSE TOWNHOUSE AREA 9'-7" 9'-7" 9'-7" n/a FIRST FLOOR SECOND FLOOR THIRD FLOOR total UNIT AREAlevel 984 982 982 2,948 BALCONY BEDROOM LIVING CLOSET BATH KITCHEN WORK Scale: 1/4" = 1'-0"A9.0.1. TYP. 1-BED UNIT1 Scale: 1/4" = 1'-0"A9.0.1. TYP. 2-BED UNIT3 285 Banyan Blvd West Palm Beach Florida 33401 A r c h i t e c t u r e • I n t e r i o r D e s i g n Revisions: THESE DRAWINGS ARE FOR THE EXCLUSIVE USE OF SPINA OROURKE + PARTNERS, INC. AND MAY NOT BE DUPLICATED, REPRODUCED OR USED IN ANY MANNER WITHOUT THE EXPRESS WRITTEN CONSENT OF SPINA OROURKE + PARTNERS, INC. ALL RIGHTS RESERVED561.684.6844 • Fax 561.684.5594spinaorourke.comFL Lic # AA26002399Keith M. Spina # AR13419 8/17/2022 3:09:08 PMBIM 360://200 Yacht Club/200 YHC_BUILDING C.rvtTYPICAL UNIT PLANSProject no: 20015 Date: 12-02-20 Drawn by: CG Project Manager: JG200 Yacht Club DriveNorth Palm Beach, FloridaNew Construction For:SITE PLAN REVIEW A9.0.1. Scale: 3/8" = 1'-0" TYPICAL HVAC EQUIPMENT SCREENING Scale: 1/4" = 1'-0"A9.0.1. LIVE/WORK2 12' EASEMENT(P.B.27 PG.98)7.0' tree s.b. C A F ER/W (VARIES)MPPLANDCADD 1987LANDCADD 1987 LANDCADD 1987LANDCADD 1987 LANDCADD 1987 LANDCADD 1987LANDCADD 1987LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 NEW NON-RATED PARTITIONNEW 8" CMU BLOCK WALLWALL LEGENDNEW PRECAST CONCRETE WALLBUILDING A KEY PLANUS HIGHWAY 1200 YACHT CLUB DRIVEBUILDING A1/A3.0.11/A3.0.22/A3.0.12/A3.0.2RETAILPACKAGE ROOMLOBBYBLDG. MANG.OFFICEELEV. LOBBYAMENITIESSTAIR 12 BED2 BED1 BED1 BED2 BED1 BEDTRASHSTAIR 22 BED1 BED2 BEDA3.0.2.1A3.0.2.2A3.0.1.1A3.0.1.2A3.0.1.A2A3.0.1.A1A3.0.2.A1A3.0.2.A22 BED2 BED2 BEDB.H. ELECTR.ROOMMAIL ROOMOFFICECOPY ROOMNSEW285 Banyan Blvd West Palm Beach Florida 33401 A r c h i t e c t u r e • I n t e r i o r D e s i g nRevisions:THESE DRAWINGS ARE FOR THE EXCLUSIVE USE OF SPINA OROURKE + PARTNERS, INC. AND MAY NOT BE DUPLICATED, REPRODUCED OR USED IN ANY MANNER WITHOUT THE EXPRESS WRITTEN CONSENT OF SPINA OROURKE + PARTNERS, INC. ALL RIGHTS RESERVED561.684.6844 • Fax 561.684.5594spinaorourke.comFL Lic # AA26002399Keith M. Spina # AR13419 6/27/2022 1:05:07 PMBIM 360://200 Yacht Club/200 YHC_BUILDING A.rvtBUILDING A - FIRST FLOOR PLANProject no: 20015Date: 12-02-20Drawn by: CG, MR, DCProject Manager: JG200 Yacht Club DriveNorth Palm Beach, FloridaNew Construction For:SITE PLAN REVIEWA1.0.1.Scale: 3/32" = 1'-0"A1.0.1.BUILDING A - FIRST FLOOR PLAN1 PPNEW NON-RATED PARTITIONNEW 8" CMU BLOCK WALLWALL LEGENDNEW PRECAST CONCRETE WALLBUILDING B KEY PLANBUILDING B1/A3.1.11/A3.1.22/A3.1.12/A3.1.2US HIGHWAY 1200 YACHT CLUB DRIVEA2B1A3.1.1.1A3.1.1.2A3.1.2.12 BED1 BED1 BED1 BED2 BED2 BED1 BED1 BED1 BEDtrash refugestair 1stair 2A3.1.2.2A3.1.1.A2A3.1.1.A1A3.1.2.A1A3.1.2.A2live / worklive / worklive / workNSEW285 Banyan Blvd West Palm Beach Florida 33401 A r c h i t e c t u r e • I n t e r i o r D e s i g nRevisions:THESE DRAWINGS ARE FOR THE EXCLUSIVE USE OF SPINA OROURKE + PARTNERS, INC. AND MAY NOT BE DUPLICATED, REPRODUCED OR USED IN ANY MANNER WITHOUT THE EXPRESS WRITTEN CONSENT OF SPINA OROURKE + PARTNERS, INC. ALL RIGHTS RESERVED561.684.6844 • Fax 561.684.5594spinaorourke.comFL Lic # AA26002399Keith M. Spina # AR13419 6/27/2022 2:47:03 PMBIM 360://200 Yacht Club/200 YHC_BUILDING B.rvtBUILDING B - FIRST FLOOR PLANProject no: 20015Date: 12-02-20Drawn by: CG, MR, DC,JHProject Manager: JG200 Yacht Club DriveNorth Palm Beach, FloridaNew Construction For:SITE PLAN REVIEWA1.1.1.Scale: 1" = 10'-0"A1.1.1.BUILDING B - FIRST FLOOR PLAN1 BLDG. 'C'RR20' SERVICE ROADPL A N D C A D D 1 9 8 7 L A N D C A D D 1 9 8 7 L A N D C A D D 1 9 8 7 L A N D C A D D 1 9 8 7 L A N D C A D D 19 8 7 A3.2.2. 2 A3.2.2. 1 A3.2.1 2 A3.2.1 1 2 bed 2 bed 1 bed 1 bed stair 2 1 bed 1 bed 2 bed 1 bed 1 bed 1 bed 1 bed lobby 1 bed 2 bed 2 bed 2 bed 1 bed 1 bed stair 1 amenity live / work 2 bed 1 bed NEW NON-RATED PARTITION NEW 8" CMU BLOCK WALL WALL LEGEND NEW PRECAST CONCRETE WALL BUILDING C KEY PLAN BUILDING C 1/A3.2.1 1/A3.2.2 2/A3.2.22/A3.2.1US HIGHWAY 1 200 YACHT CLUB DRIVEN S EW285 Banyan Blvd West Palm Beach Florida 33401 A r c h i t e c t u r e • I n t e r i o r D e s i g n Revisions: THESE DRAWINGS ARE FOR THE EXCLUSIVE USE OF SPINA OROURKE + PARTNERS, INC. AND MAY NOT BE DUPLICATED, REPRODUCED OR USED IN ANY MANNER WITHOUT THE EXPRESS WRITTEN CONSENT OF SPINA OROURKE + PARTNERS, INC. ALL RIGHTS RESERVED561.684.6844 • Fax 561.684.5594spinaorourke.comFL Lic # AA26002399Keith M. Spina # AR13419 7/6/2022 4:53:28 PMBIM 360://200 Yacht Club/200 YHC_BUILDING C.rvtBUILDING C - FIRST FLOOR PLAN Project no: 20015 Date: 12-02-20 Drawn by: CG, MR, DC,JH Project Manager: JG200 Yacht Club DriveNorth Palm Beach, FloridaNew Construction For:SITE PLAN REVIEW A1.2.1. Scale: 1/16" = 1'-0" BUILDING C FIRST FLOOR PLAN1 DN A3.3.2 2 A3.3.1 1 A3.3.1 2 A3.3.2 1 1 AS10 1 AS10 2 AS10 2 AS10 CLUBHOUSE PLANTER PLANTER PLANTER PLANTER PLANTER LAWN POOL LAND SCAPE PLANTER PLANTER PLANTER PLANTER PLANTER PLANTER PLANTER PLANTER PLANTER PLANTER FITNESS YOGA GROUP FITNESS ROOF DECK PATIO ROOF DECK PATIO ROOF DECK PATIO ROOF DECK PATIO ROOF DECK PATIO OPEN STAIR OPEN STAIR OPEN STAIROPEN STAIR - --- - --- PLANTER ROOF DECK PATIO open eqipm. open eqipm. - --- - --- A3.3.1A 1 A3.3.1A 2 A3.3.2A 1 A3.3.2A 2 A3.4.1 1 A3.4.2 1 A3.4.1A 1 A3.4.2A 1 - - - - - - - - - N S EW285 Banyan Blvd West Palm Beach Florida 33401 A r c h i t e c t u r e • I n t e r i o r D e s i g n Revisions: THESE DRAWINGS ARE FOR THE EXCLUSIVE USE OF SPINA OROURKE + PARTNERS, INC. AND MAY NOT BE DUPLICATED, REPRODUCED OR USED IN ANY MANNER WITHOUT THE EXPRESS WRITTEN CONSENT OF SPINA OROURKE + PARTNERS, INC. ALL RIGHTS RESERVED561.684.6844 • Fax 561.684.5594spinaorourke.comFL Lic # AA26002399Keith M. Spina # AR13419 7/11/2022 8:50:09 AMBIM 360://200 Yacht Club/200 YHC_GARAGE & TOWNHOUSES.rvtAMENITIES & CLUB HOUSEProject no: 20015 Date: 02-15-20 Drawn by: Author Project Manager: Checker200 Yacht Club DriveNorth Palm Beach, FloridaNew Construction For:PROGRESS A1.3.4 SCALE: 3/32" = 1'-0"A1.3.4 AMENITIES & CLUB HOUSE1 Florida Department of Transportation RON DESANTIS GOVERNOR 3400 West Commercial Boulevard Fort Lauderdale, FL 33309 March 4, 2021 KEVIN J. THIBAULT SECRETARY Sincerely, Dalila Fernandez, P.E. cc: Jonathan Overton, P.E., Jerry Dean District Access Management Manager File: \\DOTSD4HQFS\Share\Transportation Operations\Traffic Operations\Access Management\1. Pre-Apps and Variance\2021-03-04 & AMRC Meeting\93040 MP 2.0 SR 5_200 Yacht Club Drive.docx www.dot.state.fl.us Page 1 of 1 THIS PRE-APPLICATION LETTER IS VALID UNTIL – March 4, 2022 THIS LETTER IS NOT A PERMIT APPROVAL Bryan Kelley Simmons & White 2581 Metrocentre Blvd, Suite 2 West Palm Beach FL, 33407 Dear Bryan Kelley: RE: Pre-application Review for Category D Driveway, Pre-application Meeting Date: March 4, 2021 Palm Beach County - North Palm Beach; SR 5; Sec. # 93040000; MP: 2.0; Access Class - 5; Posted Speed - 35; SIS - No; Ref. Project: FM 438386.7-Helen James-FEASIBILITY STUDY Request: Remove four driveway connections to SR 5/US-1. Widen the sidewalk to 8 feet along the proposed development's frontage. SITE SPECIFIC INFORMATION Project Name & Address: 200 Yacht Club Drive – 200 Yacht Club Drive Applicant/Property Owner: Simmons & White, Inc.; Parcel Size: 4.09 Acres Development Size: 186 Multifamily DU, 1,578 SF Restaurant WE APPROVE YOUR REQUEST This decision is based on your presentation of the facts, site plan and survey - please see the conditions and comments below. You may choose to review this concept further with the District Access Management Review Committee (AMRC). Conditions: - The proposed driveway on Yacht Club Drive shall be located at least 100 feet from the SR 5 right -of-way line. - All roadway features, including sidewalk, signal equipment shall be within FDOT right-of-way. - All pedestrian features shall be ADA compliant. - All existing driveways along the SR 5 frontage of the site shall be removed and the area restored. Comments: • All driveways not approved in this letter must be fully removed and the area restored. • A Drainage Permit is required for any stormwater impacts within FDOT right-of-way (i.e. increased runoff or reduction of existing storage). • The applicant shall donate property to the Department if right-of-way dedication is required to implement the improvements . • Dimensions between driveways are measured from the near edge of pavement to near edge of pavement and for median openings are measured from centerline to centerline unless otherwise indi cated. The purpose of this Pre-Application letter is to document the conceptual review of the approximate location of driveway(s) to the State Highway System and to note required improvements, if any. This letter shall be submitted with any further review s and for permitting. The Department’s personnel shall review permit plans for compliance with this letter as well as current Department standards and/or specifications. Final design must consider the existing roadway profile and any impacts to the existin g drainage system. Note, this letter does not guarantee permit approval. The permit may be denied based on the review of the submitted engineering plans. Be aware that any approved median openings may be modified (or closed) in the future, at the sole discretion of the Department. For right -of-way dedication requirements go to: https://osp.fdot.gov; click on Statewide Permit News; Scroll down to District 4; Scroll down to Additional Information and Examples and choose Right-of-way Donations/Dedications. Please contact the Access Management Manager - Tel. # 954-777-4363 or e-mail: D4AccessManagement@dot.state.fl.us with any questions regarding the Pre-Approval Letter and Permits Office - Tel. # 954-777-4383 with any questions regarding permits. EVEV23.009.0046.00: 45.0Steering Angle8.508.506.0Palm Beach County Fire Rescuefeet:::WidthTrackLock to Lock TimeFIRE RESCUEPALM BEACH COUNTY37FIRE RESCUEPALM BEACH COUNTYY:\AUTOCAD_FILES\2020\20-112\EXHIBITS\Autoturn Analysis\2021-11-18 FoodTruck.dwg 11/18/2021 9:53 AM Ricardo Sanchez11/18/2021RED = VEHICLE BODYBLUE = TIRE TRACK PATH 200 YACHT CLUB MASTER SIGN PROGRAM September 2021 Page 1 of 3 PURPOSE AND INTENT The Master Sign Program will act as the regulatory framework for all signage for 200 Yacht Club (“The Project”). Where the Master Sign Program is silent, signs will be required to be consistent with the Village of North Palm Beach’s Code of Ordinance Chapter 6, Article V, Signs and Outdoor Displays, last amended via Ordinance No. 2014-09 on September 25, 2014 (herein referred to as “Code”). Where conflicts exist between this Master Sign Program and the Code, or other Village Regulations, this Master Sign Program shall control. To create a framework for a comprehensive and balanced project, sign regulations outlined in this Master Sign Program are permitted within the project. In addition, those signs permitted under Section 6-112, 6-114 and 6-115 of the Code are permitted. IMPLEMENTATION Revisions to the approved Master Sign Program that are within the parameters of the Village’s signage code, and are consistent with the architectural theme and colors of the program, may be approved administratively to allow for changes over time. All signs proposed for 200 Yacht Club Drive require a permit from the Village’s Construction Services Department before installation. The Master Sign Program illustrates the generalized sign regulations for 200 Yacht Club Drive. All signs within the development need comply only with the sign standards found in the Sign Program. PROHIBITED SIGNS Signs defined in Section 6-113 (B) of the Code are prohibited for the 200 Yacht Club Drive development. PERMITTED SIGN TYPES SIGN TYPE 1 – Building Identity Sign Definition: means any sign which is located on a building to identify the name or identity of the development. Building identity signs, with the same identity, shall be allowed on building elevations three or more stories in height and shall be subject to the following: • One (1) Building Identity Sign shall be allowed on the Building A elevation. 200 YACHT CLUB MASTER SIGN PROGRAM September 2021 Page 2 of 3 • One (1) Building Identity Sign shall be allowed on the Building C elevation • The content of the Building Identity Signs may include: o Name and logo of the development. o Advertisement of individual building tenants is prohibited. • Sign Area: Maximum 20 square feet and 24-inches in height. Logos may not exceed 50% of the allowable sign area. • Relationship to building features: A building identity sign shall not extend beyond any edge of the surface to which it is attached, nor disrupt a major architectural feature of the building. • Individual letters shall be attached directly to the building facade. In those cases where the Individual letters cannot be attached directly to the building facade, a support back panel maybe allowed, but such panel shall not be internally illuminated. • The signs may include internally illuminated letters, pin-mounted halo-lit letters, concealed light sources and/or be lit with building mounted spot lights. SIGN TYPE 2 – Tenant Sign Definition: means any sign which is located on the facade of the building to identify the name of a tenant or occupant with the exception of the building identity in which the development is named. • Tenant signs may be applied on the elevation of a building above a pedestrian entrance into the building. • Such sign shall not exceed 5% of the applicable storefront façade area. • The Tenant sign shall be located within the first two stories of the building. • Relationship to building features: the tenant wall sign shall not extend beyond any edge of the surface to which it is attached, nor disrupt a major architectural feature of the building. • Individual letters shall be attached directly to the building facade. In those cases where the Individual letters cannot be attached directly to the building facade, a support back panel maybe allowed, but such panel shall not be internally illuminated. • The signs may include internally illuminated letters, pin-mounted halo-lit letters, concealed light sources and/or be lit with building mounted spot lights. • The content of the Tenant Signs may include: o Letters depicting the name of the building occupant; o Letters depicting the nature of the business and that are a maximum of fifty (50) percent of the height of the letters depicting name of the building occupant. 200 YACHT CLUB MASTER SIGN PROGRAM September 2021 Page 3 of 3 o A logo symbol for the building occupant which does not exceed fifty (50) percent of the allowable sign area. o Address of the building and building occupants to which the sign is accessory, and other related information. • Minimum Tenant Sign Setback – 0 ft SIGN TYPE 3 -Directional Sign • One (1) ground mounted parking area directional sign may be erected at each point of ingress and egress to a parking lot or parking area. • Such signs shall not exceed two (2) square feet in background area nor exceed three (3) feet in height. • Such signs shall not be located as to create a traffic or pedestrian hazard. 200 Yacht Club Drive Job No. 20-112 Page | 2 TABLE OF CONTENTS 1.0 SITE DATA ............................................................................................................... 3 2.0 PURPOSE OF STUDY .............................................................................................. 3 3.0 TRAFFIC GENERATION .......................................................................................... 5 4.0 RADIUS OF DEVELOPMENT INFLUENCE ............................................................. 6 5.0 EXISTING TRAFFIC ................................................................................................. 6 6.0 INTERSECTION ANALYSIS TEST 1 – PART 1 ....................................................... 7 7.0 TRAFFIC ASSIGNMENT/DISTRIBUTION TEST 1 – PART 2 ................................... 8 8.0 TEST 2 – FIVE YEAR ANALYSIS............................................................................. 8 9.0 SITE RELATED IMPROVEMENTS ........................................................................... 9 10.0 CONCLUSION ........................................................................................................ 9 Appendices INTERSECTION ANALYSIS ...................................................................... APPENDIX A LINK ANALYSIS ........................................................................................ APPENDIX B TEST 2 ANALYSIS .................................................................................... APPENDIX C APPROVED PROJECT DATA .................................................................. APPENDIX D SYNCHRO PRINTOUTS ............................................................................ APPENDIX E SITE PLAN ................................................................................................ APPENDIX F 200 Yacht Club Drive Job No. 20-112 Page | 3 1.0 SITE DATA The subject parcel is located in the southeast corner of US-1 and Yacht Club Drive in the Village of North Palm Beach, Florida and contains approximately 4.09 acres. The Property Control Numbers (PCN) for the subject property are: 68-43-42-09-02-000-0010 68-43-42-09-01-070-0140 68-43-42-09-01-070-0121 The subject site currently consists of 11,060 S.F. of office. The proposed redevelopment is to consist of 181 multifamily residential dwelling units and a 1,578 S.F. restaurant with a buildout of 2025. Note four (4) of the 181 multifamily dwelling units will be designated as live-work units (4,224 S.F.). Site access is proposed via a full access driveway connection to Yacht Club Drive and an alley. For additional information concerning site location and layout, please refer to the Site Plan (included in Appendix “F”) prepared by Urban Design Studio. It should be noted the project is located with the Coastal Residential Exception area and is therefore exempt for traffic concurrency. However, the analysis completed in this report is provided for informational purposes. 2.0 PURPOSE OF STUDY This study will analyze the proposed development’s impact on the surrounding major thoroughfares within the project’s radius of development influence in accordance with the Palm Beach County Unified Land Development Code Article 12 – Traffic Performance Standards. The Traffic Performance Standards state that a Site Specific Development Order for a proposed project shall meet the standards and guidelines outlined in two separate “Tests” with regard to traffic performance. Test 1, or the Build-out Test, relates to the build-out period of the project and requires that a project not add traffic within the radius of development influence, which would have total traffic exceeding the adopted LOS at the end of the build- out period. This Test 1 analysis consists of two parts and no project shall be approved for a Site Specific Development Order unless it can be shown to satisfy the requirements of Parts One and Two of Test 1. Part One – Intersections, requires the analysis of major intersections, within or beyond a project’s radius of development influence, where a project’s traffic is significant on a link within the radius of development influence. The intersections analyzed shall operate within the applicable threshold associated with the level of analysis addressed. Part Two – Links, compares the total traffic in the peak hour, peak direction on each link within a project’s radius of development influence with the applicable LOS “D” link service volumes. The links analyzed shall operate within the applicable thresholds associated with the level of analysis addressed. 200 Yacht Club Drive Job No. 20-112 Page | 4 Test 2, or the Five Year Analysis, relates to the evaluation of project traffic five years in the future and requires that a project not add traffic within the radius of development influence, which would result in total traffic exceeding the adopted LOS at the end of the Five Year Analysis period. This test requires analysis of links and major intersections as necessary within or beyond the radius of development influence, where a project’s traffic is significant on a link within the radius of development influence. This analysis shall address the total traffic anticipated to be in place at the end of the fifth year of the Florida Department of Transportation Five Year Transportation Improvement Program in effect at the time of traffic analysis submittal. The existing roadway network as well as both the State and Palm Beach County Five Year Road Program improvements, with construction scheduled to commence prior to the end of the Five Year Analysis Period shall be the Test 2 roadway network assumed in the analysis. The total traffic in the peak hour, peak direction on each link within a project’s radius of development influence shall be compared with the applicable LOS “E” service volumes. The links analyzed shall operate within the applicable thresholds associated with the level of analysis addressed. This study will verify that the proposed development’s traffic impact will meet the above Traffic Performance Standards. 200 Yacht Club Drive Job No. 20-112 Page | 5 3.0 TRAFFIC GENERATION The daily traffic generated by the existing development was calculated in accordance with the traffic generation rates published on the Palm Beach County Traffic website and consistent with the ITE Trip Generation Manual, 10th Edition. Tables 1, 2 and 3 show the daily, A.M. peak hour, and P.M. peak hour traffic generation for the existing development, respectively. Based on the existing development consisting of 11,060 S.F. office, the traffic generation may be summarized as follows: Existing Development Daily Traffic Generation = 112 tpd A.M. Peak Hour Traffic Generation (In/Out) = 33 pht (29 pht/4 pht) P.M. Peak Hour Traffic Generation (In/Out) = 12 pht (2 pht/10 pht) Tables 4, 5 and 6 show the daily, A.M. peak hour, and P.M. peak hour traffic generation for the proposed development, respectively. Based on the proposed plan of redevelopment consisting of 181 multifamily dwelling units (including 4 live-work units totaling 4,224 S.F.) and 1,578 S.F. restaurant, the traffic generation may be summarized as follows: Proposed Development Daily Traffic Generation = 1,207 tpd A.M. Peak Hour Traffic Generation (In/Out) = 83 pht (31 pht/52 pht) P.M. Peak Hour Traffic Generation (In/Out) = 101 pht (58 pht/43 pht) The difference in trips between the existing and proposed developments that will be utilized in the traffic study is shown in Table 7 and summarized below: New Trips Daily Traffic Generation = 1,095 tpd AM Peak Hour Traffic Generation (In/Out) = 50 pht (2 In/48 Out) PM Peak Hour Traffic Generation (In/Out) = 89 pht (56 In/33 Out) 200 Yacht Club Drive Job No. 20-112 Page | 6 4.0 RADIUS OF DEVELOPMENT INFLUENCE Based on Table 12.B.2.D-7 3A of the Palm Beach County Unified Land Development Code Article 12 – Traffic Performance Standards, for a net trip generation of 89 peak hour trips, the radius of development influence shall be one mile. For Test 1, a project must address those links within the radius of development influence on which its net trips are greater than one percent of the LOS “D” of the link affected on a peak hour directional basis AND those links outside of the radius of development influence on which its net trips are greater than five percent of the LOS “D” of the link affected on a peak hour two-way basis up to the limits set forth in Table 12.B.2.C-1 1A: LOS “D” Link Service Volumes. For Test 2, a project must address those links within the radius of development influence on which its net trips are greater than three percent of the LOS “E” of the link affected on a peak hour directional basis AND those links outside of the radius of development influence on which its net trips are greater than five percent of the LOS “E” of the link affected on a peak hour two-way basis up to the limits set forth in Table 12.B.2.C-4 2A: LOS “E” Link Service Volumes. 5.0 EXISTING TRAFFIC Existing A.M. and P.M. peak hour traffic volumes for the links within the project's radius of development influence were available from the Palm Beach County Engineering Traffic Division. Background traffic, consisting of historical growth allowances furnished by Palm Beach County, major project traffic, and anticipated development in the area was also considered. The area wide growth rate is based on both 2017 and 2020 peak season traffic. The 2025 total traffic on each link has been calculated using the higher of the area wide growth rate shown in Table 8 or a 1.0% growth rate plus all approved but un-built traffic listed in the Approved Project Database summary tables received from the Palm Beach County Engineering Traffic Division. The project is expected to be built-out in 2025 and background traffic was projected to that time. A detailed analysis of all approved but unbuilt traffic within the project’s radius of development influence has been performed and can be seen in Appendix “D” attached with this report. 200 Yacht Club Drive Job No. 20-112 Page | 7 6.0 INTERSECTION ANALYSIS TEST 1 – PART 1 As a requirement of Part 1 of Test 1 of the Palm Beach County Traffic Performance Standards, the following directly accessed intersection link ends must be analyzed: 1. US-1 at Yacht Club Drive 2. US-1 at Lighthouse Drive The development of the subject parcel is not anticipated to result in excess of ten percent of total traffic on an average peak hour total traffic basis leading to any signalized intersection other than the intersections mentioned above. A detailed analysis of these intersections has been performed and can be seen in Appendix “A” attached with this report. The above referenced intersections have been analyzed using the adjusted turning movement volumes attached with this report in accordance with the methodology set forth in the Transportation Research Board Special Report 209, Planning Analysis. As the results in the Intersection Analyses (attached as Appendix “A”) show, the sum of the critical movements during the peak-season, peak-hours at project build-out is less than the adopted Level of Service volume for intersections of 1400 vph. CRITICAL SUM INTERSECTION A.M. P.M. US-1 at Yacht Club Drive 470 586 US-1 at Lighthouse Drive 546 626 200 Yacht Club Drive Job No. 20-112 Page | 8 7.0 TRAFFIC ASSIGNMENT/DISTRIBUTION TEST 1 – PART 2 The distribution of project trips was based upon the existing and proposed geometry of the roadway network, a review of the existing and historical travel patterns, and a review of the proposed development and improvements in the area. The distributed traffic for the project at full build-out of the development was assigned to the links within the project's radius of development influence and can be seen in the Project Distribution Figure attached with this report. Tables 9 and 10 show the project’s trip assignment as well as the applicable Level of Service Standard for each of the links within the project’s radius of development influence. Links with a project assignment greater than 1% of the applicable Level of Service “D” have been outlined as links with significant project assignment. Based on the projected total A.M. and P.M. peak hour traffic volumes and threshold volumes for the links with significant project assignment within the project's radius of development influence as shown in Tables 11 and 12, this project meets the applicable Peak Hour Traffic Volume Link Performance Standards listed under "Test One - Part Two" of the Palm Beach County Traffic Performance Standards on all links within the project's radius of development influence. 8.0 TEST 2 – FIVE YEAR ANALYSIS Test 2, or the Five Year Analysis, relates to the evaluation of project traffic five years in the future and requires that a project not add traffic within the radius of development influence which would result in total traffic exceeding the adopted LOS E at the end of the Five Year Analysis Period. Tables 13 and 14 of Appendix “C” show the project’s net trip generation assigned to the links within the project’s radius of development influence with the applicable LOS “E” thresholds. Since the project impact represents less than 3% of the LOS “E” threshold for all roadways, Test 2 requirements are met. 200 Yacht Club Drive Job No. 20-112 Page | 9 9.0 SITE RELATED IMPROVEMENTS The overall A.M. and P.M. peak hour turning movement driveway volumes and directional distributions at the project entrances for the proposed development with no reduction for pass by credits are shown in Tables 5 and 6 attached with this report. The following summary applies: DIRECTIONAL DISTRIBUTION (TRIPS IN / OUT) A.M. Peak Hour = 39 / 59 P.M. Peak Hour = 66 / 51 As previously mentioned, site access is proposed via a full access driveway connection to Yacht Club Drive and an alley. Based on the Palm Beach County requirements of 75 peak hour right turns and 30 peak hour left turns, no turn lanes are warranted or recommended for the project. A Synchro operational analysis was performed for the intersection of US-1 at Yacht Club Drive. The analysis demonstrated that the intersection will continue to operate at an acceptable Level of Service and only experience minimal vehicular queuing. The operational analysis showed the 95th percentile queue for the westbound approach will be approximately 7 vehicles or 175 feet. The proposed driveway connection to Yacht Club Road is approximately 225 feet from US-1. The Synchro printouts are included in Appendix “E”. 10.0 CONCLUSION The proposed redevelopment is expected to generate a total of 1,095 net new trips per day, 50 new A.M. peak hour trips and 89 new P.M. peak hour trips at project build-out in 2025. Based on an analysis of existing and project traffic characteristics and distribution, as well as the existing and future roadway network geometry and traffic volumes, this overall project meets the Link/Build- out Test and Five Year Analysis test as required by the Palm Beach County Traffic Performance Standards. sa: x:/docs/trafficdrainage/tis.20112.rev3 200 Yacht Club Drive Job No. 20-112 APPENDIX “A” INTERSECTION ANALYSES FOR PURPOSES OF PART 1 OF TEST 1 200 Yacht Club Drive Job No. 20-112 APPENDIX “B” LINK ANALYSIS FOR PURPOSES OF PART 2 OF TEST 1 200 Yacht Club Drive Job No. 20-112 APPENDIX “C” TEST 2 ANALYSIS 200 Yacht Club Drive Job No. 20-112 APPENDIX “D” APPROVED PROJECT DATA 200 Yacht Club Drive Job No. 20-112 APPENDIX “E” SYNCHRO PRINTOUTS 200 Yacht Club Drive Job No. 20-112 APPENDIX “F” SITE PLAN 200 YACHT CLUB DRIVE 12/01/2020 Revised: 02/24/2021 Revised: 06/22/2021 Revised: 07/11/2022 TABLE 1 - Daily Traffic Generation ITE Landuse Code Rate/Equation In Out %%Trips General Office (>5,000 SF GFA) 710 11,060 S.F.Ln(T) = 0.97 Ln(X) + 2.50 10% 13 Grand Totals:0.0%10% 13 TABLE 2 - AM Peak Hour Traffic Generation ITE Landuse Code Rate/Equation In Out In Out Total %In Out Total In Out Total %Trips In Out Total General Office (>5,000 SF GFA) 710 11,060 S.F.Ln(T) = 0.94(X) + 26.49 0.86 0.14 32 5 37 0.0% 0 0 0 32 5 37 10% 4 29 4 33 Grand Totals:32 5 37 0.0% 0 0 0 32 5 37 11% 4 29 4 33 TABLE 3 - PM Peak Hour Traffic Generation ITE Landuse Code Rate/Equation In Out In Out Total %In Out Total In Out Total %Trips In Out Total General Office (>5,000 SF GFA) 710 11,060 S.F.1.15 0.16 0.84 2 11 13 0.0% 0 0 0 2 11 13 10% 1 2 10 12 Grand Totals:2 11 13 0.0% 0 0 0 2 11 13 8% 1 2 10 12 125 0 125 112 Dir Split Gross Trips Internalization External Trips Pass-by Net Trips 125 0 125 112 EXISTING DEVELOPMENT Intensity Gross Trips Total External Trips Net Trips Dir Split Internalization Pass-by Intensity Dir Split Gross Trips Internalization External Trips Pass-by Net Trips Intensity X:\Documents\PROJECTS\2020\20-112 200 Yacht Club Drive\traffic\Traffic Report.rev2.xlsx AL 200 YACHT CLUB DRIVE 12/01/2020 Revised: 02/24/2021 Revised: 06/22/2021 Revised: 07/11/2022 TABLE 4 - Daily Traffic Generation ITE Landuse Code Rate/Equation In Out %%Trips Multifamily Mid-Rise Housing 3-10 story (Apartment/Condo/TH)221 181 Dwelling Units 5.44 5.0%0%0 Small Office Building (≤5,000 SF GFA)712 4,224 S.F.16.19 25.0%10% 5 Fast Food Rest. w/o DT 933 1,578 S.F.346.23 25.0%45% 184 Grand Totals:12.7%14% 189 TABLE 5 - AM Peak Hour Traffic Generation ITE Landuse Code Rate/Equation In Out In Out Total %In Out Total In Out Total %Trips In Out Total Multifamily Mid-Rise Housing 3-10 story (Apartment/Condo/TH)221 181 Dwelling Units 0.36 0.26 0.74 17 48 65 5.0% 1 2 3 16 46 62 0% 0 16 46 62 Small Office Building (≤5,000 SF GFA)712 4,224 S.F.1.92 0.83 0.18 7 1 8 25.0% 2 0 2 5 1 6 10% 1 5 0 5 Fast Food Rest. w/o DT 933 1,578 S.F.25.1 0.60 0.40 24 16 40 25.0% 6 4 10 18 12 30 45% 14 10 6 16 Grand Totals:48 65 113 13.3% 9 6 15 39 59 98 15% 15 31 52 83 TABLE 6 - PM Peak Hour Traffic Generation ITE Landuse Code Rate/Equation In Out In Out Total %In Out Total In Out Total %Trips In Out Total Multifamily Mid-Rise Housing 3-10 story (Apartment/Condo/TH)221 181 Dwelling Units 0.44 0.61 0.39 49 31 80 5.0% 2 2 4 47 29 76 0% 0 47 29 76 Small Office Building (≤5,000 SF GFA)712 4,224 S.F.2.45 0.32 0.68 3 7 10 25.0% 1 2 3 2 5 7 10% 1 2 4 6 Fast Food Rest. w/o DT 933 1,578 S.F.28.34 0.50 0.50 23 22 45 25.0% 6 5 11 17 17 34 45% 15 9 10 19 Grand Totals:75 60 135 13.3% 9 9 18 66 51 117 14% 16 58 43 101 Notes: Restaurant to primarily serve the residents. PROPOSED DEVELOPMENT Dir Split Internalization Pass-by Intensity Gross Trips Total External Trips Net Trips 985 49 936 936 68 17 51 46 546 137 409 225 1,599 203 1,396 1,207 Internalization Net TripsGross TripsDir Split Dir Split Gross Trips Internalization External Trips Pass-by Net Trips Intensity External Trips Pass-by Intensity X:\Documents\PROJECTS\2020\20-112 200 Yacht Club Drive\traffic\Traffic Report.rev2.xlsx AL 200 YACHT CLUB DRIVE 12/01/2020 Revised: 02/24/2021 Revised: 06/22/2021 Revised: 07/11/2022 DAILY TOTAL IN OUT TOTAL IN OUT EXISTING DEVELOPMENT = 112 33 29 4 12 2 10 PROPOSED DEVELOPMENT = 1,207 83 31 52 101 58 43 1,095 50 2 48 89 56 33 TABLE 7 TRAFFIC GENERATION DIFFERENCE AM PEAK HOUR PM PEAK HOUR INCREASE = X:\Documents\PROJECTS\2020\20-112 200 Yacht Club Drive\traffic\Traffic Report.rev2.xlsx AL N 2 (5) Legend XX AM Peak Hour (XX) PM Peak Hour ADT SITE Driveway Volumes 200 Yacht Club Dr Project # 20-112 XX (60) 36 140 (1) 1 51 (44)US-1Alley(4) 5 (3) 3 1256 Yacht Club Dr 200 YACHT CLUB DRIVE 12/01/2020 Revised: 02/24/2021 Revised: 06/22/2021 Revised: 07/11/2022 2017 PEAK 2020 PEAK SEASON DAILY SEASON DAILY IND. STATION ROADWAY FROM TO TRAFFIC TRAFFIC (%) 2838* US-1 PGA BOULEVARD LIGHTHOUSE DRIVE 27,394 26,152 -1.53% 2832 US-1 LIGHTHOUSE DRIVE NORTHLAKE BOULEVARD 27,611 31,217 4.18% ∑ = 55,005 57,369 1.41% 1.4% * 2017 AADT's interpolated from Years 2016 and 2018 data since 2017 data was unavailable for Station 2838 AREA WIDE GROWTH RATE = TABLE 8 AREA WIDE GROWTH RATE CALCULATION X:\Documents\PROJECTS\2020\20-112 200 Yacht Club Drive\traffic\Traffic Report.rev2.xlsx AL 200 Yacht Club Drive Job No. 20-112 APPENDIX “A” INTERSECTION ANALYSES FOR PURPOSES OF PART 1 OF TEST 1 IN OUT AM 39 59 PM 66 51 Comments: Growth Rate = 1.4%1.00 2019 2025 0 0 26 0 0 16 IN 40%40% OUT 24 20 0 0 Left Thru Right Left Thru Right Left Thru Right Left Thru Right 60% OUT 35 31 Existing Volume (2019)6 852 29 26 755 13 3 0 0 55 0 25 Peak Season Adjustment 0 0 0 0 0 0 0 0 0 0 0 0 Background Traffic Growth 1 74 3 2 66 1 0 0 0 5 0 2 153 0 0 1.0% Background Growth 0 52 2 2 46 1 0 0 0 3 0 2 203 0 0 Major Projects Traffic 0 35 0 0 59 0 0 0 0 0 0 0 0 0 60% Background Traffic Used 1 87 3 2 105 1 0 0 0 5 0 2 IN Project Traffic 0 0 23 16 0 0 0 0 0 35 0 24 0 0 23 Total 7 939 55 44 860 14 3 0 0 95 0 51 0 0 40 Approach Total No. of Lanes 1 3 < 1 3 < 1 1 < > 1 1 Per Lane Volume 7 44 3 0 95 51 Right on Red 0 0 0 60 Overlaps Left 0 0 0 44 Adj. Per Lane Volume 7 44 3 0 95 0 Through/Right Volume Opposing Left Turns Critical Volume for Approach Critical Volume for Direction Intersection Critical Volume STATUS? Left Thru Right Left Thru Right Left Thru Right Left Thru Right Existing Volume (2019)35 1031 55 31 1091 19 11 0 20 44 0 30 Peak Season Adjustment 0 0 0 0 0 0 0 0 0 0 0 0 Background Traffic Growth 3 90 5 3 95 2 1 0 2 4 0 3 206 1.0% Background Growth 2 63 3 2 67 1 1 0 1 3 0 2 318 Major Projects Traffic 0 93 0 0 79 0 0 0 0 0 0 0 Background Traffic Used 3 156 5 3 146 2 1 0 2 4 0 3 Project Traffic 0 0 40 26 0 0 0 0 0 31 0 20 Total 38 1187 100 60 1237 21 12 0 22 79 0 53 Approach Total No. of Lanes 1 3 < 1 3 < 1 1 < > 1 1 Per Lane Volume 38 60 12 0 79 53 Right on Red 0 0 0 60 Overlaps Left 0 0 0 60 Adj. Per Lane Volume 38 60 12 0 79 0 Through/Right Volume Opposing Left Turns Critical Volume for Approach Critical Volume for Direction Intersection Critical Volume STATUS? 22 Southbound UNDER 586 485 101 60 38 79 12 485 454 101 91 CRITICAL VOLUME ANALYSIS 328 0 95 426 416 22 79 34 131 Critical Volume Analysis 426 426 1,325 1,317 416 288 288 Eastbound DRIVEWAY TRIPS 328 328 PM Peak Hour 372 98 470 UNDER 1,000 919 3 146 AM Peak Hour INTERSECTION VOLUME DEVELOPMENT Northbound Southbound Eastbound Westbound CMA INTERSECTION ANALYSIS 200 YACHT CLUB US-1 AT YACHT CLUB DRIVE INPUT DATA Peak Season = Current Year = Buildout Year = 0 0 416 22 INTERSECTION VOLUME DEVELOPMENT Westbound 44 7 95 3 372 295 95 98 Northbound 288 File Name : US 1 & Yacht Club DriveSite Code : 00000000Start Date : 1/30/2019Page No : 1Groups Printed- Vehicle - TrucksUS 1SouthboundUS 1NorthboundYacht Club DriveWestboundYacht Club DriveEastboundStart TimeU-TurnsLeftThruRightApp. TotalU-TurnsLeftThruRightApp. TotalU-TurnsLeftThruRightApp. TotalU-TurnsLeftThruRightApp. TotalInt. Total07:00 AM0 1 122 7 13004831 88011 0 3 140003 323507:15 AM0 1 132 3 1360 6 117 3 1260605 110205 728007:30 AM0 0 168 3 1710 2 161 4 167011 0 7 180000 035607:45 AM0 2 195 5 2020 6 191 9 206013 0 7 200101 2430Total04617186390185521758704102263030912130108:00 AM0 4 218 0 2220 0 215 4 219016 0 5 210000 046208:15 AM1 8 193 5 2070 3 192 10 205013 0 6 190000 043108:30 AM0 6 161 4 1710 2 205 9 216017 0 5 220000 040908:45 AM0 7 183 4 1940 1 240 6 2470909 180300 3462Total12575513794068522988705502580030031764*** BREAK ***04:00 PM2 6 220 2 2302 3 228 19 2520809 17011 0 9 2051904:15 PM1 7 239 3 2503 2 231 8 244010 0 2 120303 651204:30 PM1 9 207 5 2224 3 221 17 24507111 190305 849404:45 PM1 6 258 4 2693 2 208 9 222014 0 4 180302 5514Total528924149711210888539630391266602001939203905:00 PM0 5 299 7 3117 6 256 14 283016 0 8 240203 562305:15 PM0 7 287 9 3031 10 281 16 308015 0 8 230504 964305:30 PM0 8 267 2 2774 1 248 13 2660809 170 4 0 12 1657605:45 PM3 8 238 1 2503 3 246 12 2640505 100001 1525Total32810911911411520103155112104403074011020312367Grand Total9 85 3387 64 354527 54 3323 154 35580 179 1 103 2830 37 0 48 857471Apprch %0.3 2.4 95.5 1.8 0.8 1.5 93.4 4.3 0 63.3 0.4 36.4 0 43.5 0 56.5 Total %0.1 1.1 45.3 0.9 47.50.4 0.7 44.5 2.1 47.602.4 01.4 3.800.5 00.6 1.1Vehicle983333161348427523260150348901781101280033046797332% Vehicle100 97.6 98.3 95.3 98.3100 96.3 98.1 97.4 98.10 99.4 100 98.1 98.90 89.2 0 95.8 92.998.1Trucks025636102634690102304026139% Trucks0 2.4 1.7 4.7 1.70 3.7 1.9 2.6 1.900.6 01.9 1.10 10.8 0 4.2 7.11.9US 1 & Yacht Club DriveB - 22256 14281 161 248 133 246 1224AL20AL10311031AL55L11127 54 3323 15427 54 3323 1540.8 1.5 93.4 4.38 1.5 93.4 4.3A0.4 0.7 44.5 20.7 44.5 2A8484NAA27A5252A326060A98.38.3NA100 96.3 98.196.3NA61NANA0NA22A631.7NA03.703.7DRAFTle Namele NaSite Code : 0Site CoStart Date : 1/30Start DatePage No : 1o: FAFAFFTAFTYacht CCEaAFAFRightAFAFAFApp. Totalp. TotalAFAFTAFU-TurnsFTFTFLef314314AF005 1105 11AF007 1807AF007 20720AF1RA0RA222A6363AA16 0 5 216 0 5013 0 6013 0 6017 0 5017 0 509090909DR00R5555R00R22252D0808244D0101024524D07222222D01D963963DD00D00 File Name : US 1 & Yacht Club DriveSite Code : 00000000Start Date : 1/30/2019Page No : 2 US 1 Yacht Club Drive Yacht Club Drive US 1 Right61 3 64 Thru3331 56 3387 Left92 2 94 InOutTotal3394 3484 6878 69 61 130 3463 7008 3545 Right 101 2 103 Thru 1 0 1 Left 178 1 179 Out TotalIn 242 280 522 6 3 9 248 531 283 Left79 2 81 Thru3260 63 3323 Right150 4 154 OutTotalIn3555 3489 7044 59 69 128 3614 7172 3558 Left33 4 37 Thru0 0 0 Right46 2 48 TotalOutIn141 79 220 5 6 11 146 231 85 1/30/2019 07:00 AM1/30/2019 05:45 PM VehicleTrucksNorthUS 1 & Yacht Club DriveB - 23FINAL ALLLLLINADRAFTle Namele NaSite Code : 0Site CoStart Date : 1/30Start DatePage No : 2o: RRARRRDRDR1/30/2/30/201eAFTNorthNDDD File Name : US 1 & Yacht Club DriveSite Code : 00000000Start Date : 1/30/2019Page No : 3US 1SouthboundUS 1NorthboundYacht Club DriveWestboundYacht Club DriveEastboundStart TimeU-TurnsLeftThruRightApp. TotalU-TurnsLeftThruRightApp. TotalU-TurnsLeftThruRightApp. TotalU-TurnsLeftThruRightApp. TotalInt. TotalPeak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 08:00 AM08:00 AM0421802220 0 215 4 219016 0 5 210000 046208:15 AM1819352070319210205013 0 6 190000 043108:30 AM0 6 161 4 1710 2 205 9 21601705220000 040908:45 AM0 7 183 4 19401240624709091803003462Total Volume12575513794068522988705502580030031764% App. Total0.13.195.11.6 00.796.13.3 068.8031.2 010000 PHF.250.781.866.650.894.000.500.888.725.898.000.809.000.694.909.000.250.000.000.250.955US 1 & Yacht Club DriveB - 24FINAL DRAFTle Namele NaSite Code : 0Site CoStart Date : 1/30Start DatePage No : 3o: FAFedAFFTAFYacAuuAAFAFRightRiAFAFAFApp. TotalotalAFAFAFU-TurnsUFFF05 21521AF13 0 6 19306 19A17170552290999R00R55RA0RA2525AR00R68.8RA00RA31.2.2DR.00000DR.80909R.000.000R.694.694 File Name : US 1 & Yacht Club DriveSite Code : 00000000Start Date : 1/30/2019Page No : 4 US 1 Yacht Club Drive Yacht Club Drive US 1 Right13 Thru755 Left26 InOutTotal880 794 1674 Right 25 Thru 0 Left 55 Out TotalIn 55 80 135 Left6 Thru852 Right29 OutTotalIn810 887 1697 Left3 Thru0 Right0 TotalOutIn19 3 22 Peak Hour Begins at 08:00 AM VehicleTrucksPeak Hour DataNorthUS 1 & Yacht Club DriveB - 25FINAL ALLINADRAFTRRADDAFTle Namele NaSite Code : 0Site CoStart Date : 1/30Start DatePage No : 4o: 4Hour Begins at 08:00 AMur DataDataAFTNorthNDDD File Name : US 1 & Yacht Club DriveSite Code : 00000000Start Date : 1/30/2019Page No : 5US 1SouthboundUS 1NorthboundYacht Club DriveWestboundYacht Club DriveEastboundStart TimeU-TurnsLeftThruRightApp. TotalU-TurnsLeftThruRightApp. TotalU-TurnsLeftThruRightApp. TotalU-TurnsLeftThruRightApp. TotalInt. TotalPeak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 05:00 PM05:00 PM05299731176 256 14 28301608240203 562305:15 PM0 7 2879303110 281 16 308015 0 8 230504 964305:30 PM08267 2 2774 1 248 13 26608091704012 1657605:45 PM38 238 1 2503 3 246 12 2640505 100001 1525Total Volume32810911911411520103155112104403074011020312367% App. Total0.32.595.61.7 1.31.8924.9 059.5040.5 035.5064.5 PHF.250.875.912.528.917.536.500.917.859.910.000.688.000.833.771.000.550.000.417.484.920 US 1 Yacht Club Drive Yacht Club Drive US 1 Right19 Thru1091 Left31 InOutTotal1072 1141 2213 Right 30 Thru 0 Left 44 Out TotalIn 86 74 160 Left35 Thru1031 Right55 OutTotalIn1155 1121 2276 Left11 Thru0 Right20 TotalOutIn54 31 85 Peak Hour Begins at 05:00 PM VehicleTrucksPeak Hour DataNorthUS 1 & Yacht Club DriveB - 26FINALINALAL Yacht NANALeftAAANANAThruNANANANANARightRightNANANA20 ANANNNNOutONN3Peak Hak HFINDRDR1 DDRightRightD19DDThruDDDDRDRLeftDDDDDDDDDnDRDRTotal1141 221DRAFTle Namele NaSite Code : 0Site CoStart Date : 1/30Start DatePage No : 5o: FAFAFFTAFTYacht CCEaAFAFRightAFAFAFApp. Totalp. TotalAFAFTAFU-TurnsFTFTFLef080824AF008 23823AF8091717A505 10505AR4444RA0RA3030A7RR59.55RA0RA40.540.5AR0000R.688RA.000.0RA.83333ADR IN OUT AM 2 48 PM 56 33 Comments: Growth Rate = 1.4%1.02 2018 2025 2 18 0 2 26 0 OUT OUT 5% 55%0 0 0 0 Left Thru Right Left Thru Right Left Thru Right Left Thru Right 0 0 Existing Volume (2018)102 834 33 30 737 32 63 16 66 49 15 11 Peak Season Adjustment 2 17 1 1 15 1 1 0 1 1 0 0 Background Traffic Growth 11 87 3 3 77 3 7 2 7 5 2 1 207 3 0 IN 5% 1.0% Background Growth 8 61 2 2 54 2 5 1 5 4 1 1 169 0 0 Major Projects Traffic 1 7 0 0 14 0 0 0 1 0 0 0 0 0 55% Background Traffic Used 11 87 3 3 77 3 7 2 7 5 2 1 IN Project Traffic 0 1 0 0 26 2 0 0 0 0 0 0 0 1 0 Total 115 939 37 34 855 38 71 18 74 55 17 12 0 31 0 Approach Total No. of Lanes 1 3 < 1 3 < 1 1 < 1 1 < Per Lane Volume 115 34 71 55 Right on Red 0 0 0 0 Overlaps Left 0 0 0 0 Adj. Per Lane Volume 115 34 71 55 Through/Right Volume Opposing Left Turns Critical Volume for Approach Critical Volume for Direction Intersection Critical Volume STATUS? Left Thru Right Left Thru Right Left Thru Right Left Thru Right Existing Volume (2018)119 690 18 45 806 36 49 26 79 51 15 11 Peak Season Adjustment 2 14 0 1 16 1 1 1 2 1 0 0 Background Traffic Growth 12 72 2 5 84 4 5 3 8 5 2 1 203 1.0% Background Growth 9 51 1 3 59 3 4 2 6 4 1 1 234 Major Projects Traffic 5 43 0 0 39 0 0 0 4 0 0 0 Background Traffic Used 14 94 2 5 98 4 5 3 10 5 2 1 Project Traffic 0 31 0 0 18 2 3 0 0 0 0 0 Total 135 829 20 51 938 42 58 29 90 57 17 12 Approach Total No. of Lanes 1 3 < 1 3 < 1 1 < 1 1 < Per Lane Volume 135 51 58 57 Right on Red 0 0 0 0 Overlaps Left 0 0 0 0 Adj. Per Lane Volume 135 51 58 57 Through/Right Volume Opposing Left Turns Critical Volume for Approach Critical Volume for Direction Intersection Critical Volume STATUS? TRIPS 200 YACHT CLUB US-1 AT LIGHTHOUSE DRIVE INPUT DATA Northbound Southbound Eastbound Westbound CMA INTERSECTION ANALYSIS Peak Season = Current Year = Buildout Year = AM Peak Hour INTERSECTION VOLUME DEVELOPMENT 34 115 55 71 1,090 926 163 84 CRITICAL VOLUME ANALYSIS 322 322 322 294 82 19 294 356 409 137 90 409 137 546 UNDER PM Peak Hour INTERSECTION VOLUME DEVELOPMENT Northbound Southbound Eastbound Westbound 51 135 57 58 984 1,031 178 87 Critical Volume Analysis 280 280 280 324 110 19 324 626 UNDER 330 459 167 77 459 167 294 82 82 19 19 110 19 324 110 19 ĀȀ !"# $ĀĀ#%&#Ā #'( Ā")* ")# ") $ )* ) # )$+)* +) # +)$Ā) * Ā)# Ā)$#, #&* ) -Ā) -")-+)-"'.+& *!'%+Ȁ"!"#$ĀĀ#KB@! ! 9: A%"86- (Ā1() ȀĀ- ', Ā-"#.ĀĀ) // 1 0/Ā+Ā Ā' ) Ā00)* // / Ā0/0+ Ā+- - /) Ȁ+)ȀȀȀȀĀ0-- Ȁ369AW%6B E"F56PA"=>KB@! ! 9: A%"86- (Ā1() ȀĀ- /, /- "3.Ā- 1 -Ā* **Ā) * )Ā/ ) ĀȀ0* /1 ' ĀĀ/*' Ā0+ / -) Ā' 0ȀȀȀȀĀ0-- Ȁ369AW%6B E"F56PA"=>KB@! ! 9: A%"86/ () / () ȀĀ+ +,ȀȀ"#.Ā1 ' *' *)/1 Ā- ĀĀ10 +*/ **0) Ā0 00Ā1++ȀĀĀĀ0Ā0'Ȁ ȀT2"ĀKB@! ! 9: A%"86/ () / () ȀĀ+ Ā),Ā-"3.1 ' 1Ā /*-Ā )/ Ā*Ā)1 +- 0 )10/ Ā/ 11)Ā+/ȀȀ)0*0Ā0'Ȁ ȀT2"ĀKB@! ! 9: A%"86/ () / () ȀĀ+ /, Ā-"3.Ā1 +Ȁ0 *0-Ā Ā- ĀĀ+Ȁ 01Ȁ Ā+/ 1 ) 0 ' 1Ā1/ -ȀȀ)0*1Ā0'Ȁ ȀT2"ĀKB@! ! 9: A%"86- (Ā1() ȀĀ- +,ȀȀ"#.Ā+ - ' 0 )'*1 Ā/ 1ĀĀ+ 01Ā */0+ Ā+ 0ĀĀ011ȀȀĀ*Ā*Ā0'Ȁ ȀT2"ĀKB@! ! 9: A%"86- (Ā1() ȀĀ- /, Ā-"3.Ā* 1Ā- 0Ā*' )Ā 'ĀĀ* +*Ā *//' Ā) ĀȀ-) ) 0ĀȀȀ)*/)Ā0'Ȁ ȀT2"ĀKB<5Q"2 1(+()ȀĀ0 ', *Ȁ"#.*/ Ā01' Ȁ** Ȁ 0/ȀĀ0ȀĀ/'Ȁ Ȁ Ȁ*/+ȀȀȀĀ*Ā-1ȀȀ. B<B 56E"N6KB<5Q"2 1(+()ȀĀ0 Ā),ȀȀ"3.)Ȁ Ā*01 Ȁ) 1 Ȁ *)ȀĀĀ+*)'Ȁ Ȁ Ȁ)00*ȀȀ)ĀĀ-1ȀȀ. B<B 56E"N6KB<5Q"2 1()Ā()ȀĀ0 ) ,/ - "3.0* ĀĀ+1 ȀĀĀ* Ȁ Ā*0ȀĀĀĀ''0Ȁ Ȁ Ȁ)'ȀȀȀȀȀ0Ā-1ȀȀ. B<B 56E"N6KB<5Q"2 1(+()ȀĀ0 /, /- "3.0/ Ā0- - Ȁ*+ Ȁ *)ȀĀ1/'1ȀȀ Ȁ Ȁ*+**ȀȀ)-Ā-1ȀȀ. B<B 56E"N6KB<<B57"=>1(0()ȀĀ+ ', *Ȁ"#.Ȁ Ā*' + )/Ȁ Ȁ Ȁ)' Ā--- ȀĀȀ/ Ȁ ) )*Ā1'ȀȀĀ+01*/ Ā-Ȁ?97@6%AA"#$%KB<<B57"=>1(0()ȀĀ+ Ā),ȀȀ"3.Ȁ ĀȀ' / *+Ȁ Ȁ Ȁ-* ĀĀ+1 Ȁ*0 Ȁ )-)/ ''ȀȀ)1***/ Ā-Ȁ?97@6%AA"#$%KB<<B57"=>1(0()ȀĀ+ /, /- "3.Ȁ Ā' ) - 1)Ȁ Ȁ Ȁ00 Ā/)Ā Ȁ- / Ȁ */*/ 0-ȀȀĀ+--*/ Ā-Ȁ?97@6%AA"#$%KB7>%<<"4<(#$%"K+()) ()ȀĀ0 +,Ā- "#.)+ ĀȀ0' -/Ā)1 / Ȁ ) 1/Ā -* Ā / '1/ *Ā 01) Ā' 1ȀȀĀȀ1-0 0ȀĀT2UĀ(F%>%65<"D; EKB7>%<<"4<(#$%"K+()) ()ȀĀ0 Ā) ,Ā- "3./ Ā 01' +-ĀȀ' - * *+/Ā '/ 1 / 01Ȁ / ) / Ā) Ȁ- 'ȀȀĀĀĀ0-0 0ȀĀT2UĀ(F%>%65<"D; EKB7>%<<"4<(#$%"K+()) ()ȀĀ0 / ,/ - "3.*) '+ * ĀĀ0ĀȀĀ 0/ - )'0 1- 1 ' -1+ / Ȁ / /) / 0*ĀȀ+Ā/-0 0ȀĀT2UĀ(F%>%65<"D; EKB7 97"4<Ā(Ā/()ȀĀ1 ' ,/ - "#.Ȁ Ā1Ȁ )+ 0Ȁ Ȁ )) / * ĀȀ- Ȁ) Ā* * *Ȁ'Ā*- ȀȀĀȀȀ-- Ā0Ā#Ā#KB7 97"4<Ā(Ā/()ȀĀ1 Ā) ,Ā- "3.Ā Ā0' *' )Ȁ ' )/ - Ȁ Ā-- Ā/ */ / / '0) Ȁ' /Ȁ-ȀȀ-- Ā0Ā#Ā#KB7 97"4<Ā(Ā/()ȀĀ1 / ,*Ȁ"3.Ȁ ) ȀȀ ** )) / 0*+- ) /- Ȁ*/+ * *0-Ā+1/Ȁ/ȀȀ-- Ā0Ā#Ā#KB7 97"4<ĀĀ(Ā()ȀĀ' ' ,/ - "#.Ā Ā1+ )0 +Ā Ȁ Ā) Ā+ Ā)Ā )) ** / */-Ā*1)ȀȀȀȀ-- Ā0Ā#Ā#KB7 97"4<ĀĀ(Ā()ȀĀ' Ā) ,Ā- "3.) 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Ā10 *) -) / -*- Ā ) ') Ȁ) 1/ Ā *ĀĀĀ' ' ȀȀ)ȀȀ-- Ā0Ā#Ā#KB7 97"4<)(Ā+()Ȁ)Ȁ +,ȀȀ"#.*ĀȀ 1' Ā Ā+-/ +1 ĀȀ0+ )0 -+/ *Ȁ/ ) / 1)) - Ā*) ' **'-+ *)/-*0-- ĀȀȀ?97@6%AA"#$%KB7 97"4<)(Ā+()Ȁ)Ȁ Ā) ,ȀȀ"3.*Ȁ0 *- 0 Ā- 1)1 + ĀĀ' / */ -Ā00 */ + /Ȁ-Ā+/ ĀȀ) Ȁ ++/+ 1Ȁ10ĀȀĀ0-- ĀȀȀ?97@6%AA"#$%KB7 97"4<)(Ā+()Ȁ)Ȁ / ,/ - "3.** ) / *' )+ +) - 1 Ā)'/ *Ā0/ / 0 ĀȀȀ/ - '0*) 1 Ā** Ā ĀȀ'0' / *Ā/-Ā-ĀȀ-- ĀȀȀ?97@6%AA"#$%KB7 97"4<)()0 ()ȀĀ+ +,ȀȀ"#.)0 - +- ' Ā*'*' * ĀȀĀ- )' 0'1 *Ȁ+ ) - Ȁ)Ā- Ā*Ȁ0 *00-/ ')-+/+-- ĀȀȀ?97@6%AA"#$%KB7 97"4<)()0 ()ȀĀ+ Ā) ,ȀȀ"3.) 1/ *- ' Ā+/)+ Ā ĀȀ0Ȁ ) +/Ā)) *- ' )' 'Ā+* ĀĀ+1 ĀȀĀ/ ' Ā+0/ĀĀ+-- ĀȀȀ?97@6%AA"#$%KB7 97"4<)()0 ()ȀĀ+ / ,/ - "3.*/ + / *+ )- )) Ā* 1*0 ) ) +)1 + 11* -/ +*ȀĀ Ā*- ' ĀȀ10Ȁ' '+Ā))ȀĀ0-- ĀȀȀ?97@6%AA"#$%KB7 97"4</( '( )ȀĀ- +,ȀȀ"#.) 01 Ā)Ȁ* Ā)0/ ) + 100 Ā' )-/ )* Ā Ā+-Ā01 ĀĀĀ* ) ' 1-) ĀĀȀĀĀ*)-- ĀȀȀ?97@6%AA"#$%KB7 97"4</( '( )ȀĀ- /, /- "3.*Ā+ -Ā0 Ā- Ā)* + ĀĀȀ) Ā/ -)/ - ' 1Ā *0Ȁ) ) 0 ĀȀ1' +*-* )ȀȀȀĀ0*)-- ĀȀȀ?97@6%AA"#$%KB7 97"4</( )* ()ȀĀ+ ' ,/ - "#.' 0 Ā11+ ĀȀĀ+ Ā-* ) / '' ĀĀ' - )) *) 0- 'ĀȀȀȀ-- Ȁ' /8%<65E"D9AWB 5<(K5A"Y%KB7 97"4</( )* ()ȀĀ+ Ā) ,ȀȀ"3.Ā* 0 )/'1 1- ) ) *Ā0Ȁ ' ĀĀȀ) ) 1*Ā 11)/ *Ȁ/ȀȀȀ-- Ȁ' /8%<65E"D9AWB 5<(K5A"Y%KB7 97"4</( )* ()ȀĀ+ / ,*Ȁ"3.ĀȀ ) Ā-*/ ĀȀ/ / Ā1Ā1* ĀĀ +1*Ā 1Ȁ' -Ȁ)/ Ȁ'ĀĀȀȀ-- Ȁ' /8%<65E"D9AWB 5<(K5A"Y%KB7 97"4<ĀĀ(' ()ȀĀ' ' ,*Ȁ"#.Ā' / ) 0- 1 ĀȀĀ+ +0* * - 00 ĀĀ1/ Ā0') 0) -*ĀȀȀ-- Ȁ' /8%<65E"D9AWB 5<(K5A"Y%KB7 97"4<ĀĀ(' ()ȀĀ' Ā) ,ȀȀ"3.Ā' Ā Ā/'Ȁ '+ 1 Ā'Ā0Ȁ - +-)Ȁ 1Ā' +-) Ā+--ȀȀȀ-- Ȁ' /8%<65E"D9AWB 5<(K5A"Y%#/ 0123456!7089!:; 6!<=<=>4?9!F:!@A!:BC 200 Yacht Club Drive Job No. 20-112 APPENDIX “B” LINK ANALYSIS FOR PURPOSES OF PART 2 OF TEST 1 200 YACHT CLUB DRIVE 12/01/2020 Revised: 02/24/2021 Revised: 06/22/2021 Revised: 07/11/2022 2 48 AM PEAK HOUR DIRECTIONAL TOTAL PROJECT PROJECT EXISTING LOS D PROJECT PROJECT STATION ROADWAY FROM TO DISTRIBUTION TRIPS LANES CLASS STANDARD IMPACT SIGNIFICANT 2838 US-1 PGA BOULEVARD SITE 40%19 4D I 1960 0.97% NO 2838 US-1 SITE LIGHTHOUSE DRIVE 60%29 4D I 1960 1.48% YES 2832 US-1 LIGHTHOUSE DRIVE NORTHLAKE BOULEVARD 55%26 6D II 2680 0.97% NO N/A LIGHTHOUSE DRIVE PROSPERITY FARMS ROAD US-1 5%2 2 II 810 0.25% NO TOTAL AM PEAK HOUR PROJECT TRIPS (EXITING) = TABLE 9 TEST 1 - PROJECT SIGNIFICANCE CALCULATION AM PEAK HOUR 2025 BUILD OUT 1 MILE RADIUS TOTAL AM PEAK HOUR PROJECT TRIPS (ENTERING) = X:\Documents\PROJECTS\2020\20-112 200 Yacht Club Drive\traffic\Traffic Report.rev2.xlsx AL 200 YACHT CLUB DRIVE 12/01/2020 Revised: 02/24/2021 Revised: 06/22/2021 Revised: 07/11/2022 56 33 PM PEAK HOUR DIRECTIONAL TOTAL PROJECT PROJECT EXISTING LOS D PROJECT PROJECT STATION ROADWAY FROM TO DISTRIBUTION TRIPS LANES CLASS STANDARD IMPACT SIGNIFICANT 2838 US-1 PGA BOULEVARD SITE 40%22 4D I 1960 1.12% YES 2838 US-1 SITE LIGHTHOUSE DRIVE 60%34 4D I 1960 1.73% YES 2832 US-1 LIGHTHOUSE DRIVE NORTHLAKE BOULEVARD 55%31 6D II 2680 1.16% YES N/A LIGHTHOUSE DRIVE PROSPERITY FARMS ROAD US-1 5%3 2 II 810 0.37% NO TOTAL PM PEAK HOUR PROJECT TRIPS (EXITING) = TABLE 10 TEST 1 - PROJECT SIGNIFICANCE CALCULATION PM PEAK HOUR 2025 BUILD OUT 1 MILE RADIUS TOTAL PM PEAK HOUR PROJECT TRIPS (ENTERING) = X:\Documents\PROJECTS\2020\20-112 200 Yacht Club Drive\traffic\Traffic Report.rev2.xlsx AL 200 YACHT CLUB DRIVE 12/01/2020 Revised: 02/24/2021 Revised: 06/22/2021 Revised: 07/11/2022 2025 BUILD OUT BACKGROUND GROWTH RATE =1.40% NET AM PEAK HOUR PROJECT TRIPS (ENTERING) =2 NET AM PEAK HOUR PROJECT TRIPS (EXITING) =48 2020 AM PEAK HOUR PEAK DIRECTIONAL TOTAL 2025 MEETS HOUR PROJECT PROJECT MAJOR 1.0% BACKGROUND BACKGROUND TOTAL ASSURED LOS ROADWAY FROM TO DIRECTION TRAFFIC DISTRIBUTION TRIPS PROJECT GROWTH GROWTH TRAFFIC TRAFFIC LANES CLASS LOS E STD. NB 907 40%19 35 46 65 81 1007 4D I 1,960 YES SB 964 40%1 59 49 69 108 1073 4D I 1,960 YES NB 907 60%1 35 46 65 81 989 4D I 1,960 YES SB 964 60%29 59 49 69 108 1101 4D I 1,960 YES NB 1355 55%1 37 69 98 106 1462 6D II 2,680 YES SB 1129 55%26 39 58 81 97 1252 6D II 2,680 YES 2838 US-1 PGA BOULEVARD SITE TABLE 11 TEST 1 LINK ANALYSIS AM PEAK HOUR 2838 2832 US-1 SITE LIGHTHOUSE DRIVE US-1 LIGHTHOUSE DRIVE NORTHLAKE BOULEVARD X:\Documents\PROJECTS\2020\20-112 200 Yacht Club Drive\traffic\Traffic Report.rev2.xlsx AL 200 YACHT CLUB DRIVE 12/01/2020 Revised: 02/24/2021 Revised: 06/22/2021 Revised: 07/11/2022 2025 BUILD OUT BACKGROUND GROWTH RATE =1.40% NET PM PEAK HOUR PROJECT TRIPS (ENTERING) =56 NET PM PEAK HOUR PROJECT TRIPS (EXITING) =33 2020 PM PEAK HOUR PEAK DIRECTIONAL TOTAL 2025 MEETS HOUR PROJECT PROJECT MAJOR 1.0% BACKGROUND BACKGROUND TOTAL ASSURED LOS ROADWAY FROM TO DIRECTION TRAFFIC DISTRIBUTION TRIPS PROJECT GROWTH GROWTH TRAFFIC TRAFFIC LANES CLASS LOS E STD. NB 1120 40%13 93 57 81 150 1283 4D I 1,960 YES SB 1132 40%22 79 58 81 137 1291 4D I 1,960 YES NB 1120 60%34 93 57 81 150 1304 4D I 1,960 YES SB 1132 60%20 79 58 81 137 1289 4D I 1,960 YES NB 1344 55%31 96 69 97 165 1540 6D II 2,680 YES SB 1464 55%18 92 75 105 167 1649 6D II 2,680 YES TABLE 12 TEST 1 LINK ANALYSIS PM PEAK HOUR 2832 US-1 LIGHTHOUSE DRIVE NORTHLAKE BOULEVARD 2838 US-1 PGA BOULEVARD SITE US-1 SITE LIGHTHOUSE DRIVE2838 X:\Documents\PROJECTS\2020\20-112 200 Yacht Club Drive\traffic\Traffic Report.rev2.xlsx AL 200 Yacht Club Drive Job No. 20-112 APPENDIX “C” TEST 2 ANALYSIS 200 YACHT CLUB DRIVE 12/01/2020 Revised: 02/24/2021 Revised: 06/22/2021 Revised: 07/11/2022 2 48 AM PEAK HOUR DIRECTIONAL TOTAL PROJECT PROJECT EXISTING LOS E PROJECT PROJECT STATION ROADWAY FROM TO DISTRIBUTION TRIPS LANES CLASS STANDARD IMPACT SIGNIFICANT 2838 US-1 PGA BOULEVARD SITE 40%19 4D I 1960 0.97% NO 2838 US-1 SITE LIGHTHOUSE DRIVE 60%29 4D I 1960 1.48% NO 2832 US-1 LIGHTHOUSE DRIVE NORTHLAKE BOULEVARD 55%26 6D II 2830 0.92% NO N/A LIGHTHOUSE DRIVE PROSPERITY FARMS ROAD US-1 5%2 2 II 860 0.23% NO TOTAL AM PEAK HOUR PROJECT TRIPS (EXITING) = TABLE 13 TEST 2 - PROJECT SIGNIFICANCE CALCULATION AM PEAK HOUR FIVE YEAR ANALYSIS 1 MILE RADIUS TOTAL AM PEAK HOUR PROJECT TRIPS (ENTERING) = X:\Documents\PROJECTS\2020\20-112 200 Yacht Club Drive\traffic\Traffic Report.rev2.xlsx AL 200 YACHT CLUB DRIVE 12/01/2020 Revised: 02/24/2021 Revised: 06/22/2021 Revised: 07/11/2022 56 33 PM PEAK HOUR DIRECTIONAL TOTAL PROJECT PROJECT EXISTING LOS E PROJECT PROJECT STATION ROADWAY FROM TO DISTRIBUTION TRIPS LANES CLASS STANDARD IMPACT SIGNIFICANT 2838 US-1 PGA BOULEVARD SITE 40%22 4D I 1960 1.12% NO 2838 US-1 SITE LIGHTHOUSE DRIVE 60%34 4D I 1960 1.73% NO 2832 US-1 LIGHTHOUSE DRIVE NORTHLAKE BOULEVARD 55%31 6D II 2830 1.10% NO N/A LIGHTHOUSE DRIVE PROSPERITY FARMS ROAD US-1 5%3 2 II 860 0.35% NO TOTAL PM PEAK HOUR PROJECT TRIPS (EXITING) = TABLE 14 TEST 2 - PROJECT SIGNIFICANCE CALCULATION PM PEAK HOUR FIVE YEAR ANALYSIS 1 MILE RADIUS TOTAL PM PEAK HOUR PROJECT TRIPS (ENTERING) = X:\Documents\PROJECTS\2020\20-112 200 Yacht Club Drive\traffic\Traffic Report.rev2.xlsx AL 200 Yacht Club Drive Job No. 20-112 APPENDIX “D” APPROVED PROJECT DATA A B C D E F G H I J K L M N O E-W Street:Report Created N-S STREET:11/20/2020 TIME PERIOD: GROWTH RATE: SIGNAL ID: Left Thru Right Left Thru Right Left Thru Right Left Thru Right Existing Volume 63 16 66 49 15 11 102 834 33 30 737 32 Diversions 0%0%0%0%0%0%0%0%0%0%0%0% Peak Season Volume 64 16 67 50 15 11 104 851 34 31 752 33 Committed Developments Type % Complete Northlake Promenade 0 0 1 0 0 0 1 3 0 0 5 0 NR 47% Stewart Toyota Expansion 0 0 0 0 0 0 0 4 0 0 9 0 NR 62% Total Committed Developments 0 0 1 0 0 0 1 7 0 0 14 0 Total Committed Residential 0 0 0 0 0 0 0 0 0 0 0 0 Total Committed Non-Residential 0 0 1 0 0 0 1 7 0 0 14 0 Double Count Reduction 0 0 0 0 0 0 0 0 0 0 0 0 Total Discounted Committed 0 0 1 0 0 0 1 7 0 0 14 0 Historical Growth 10 2 10 8 2 2 16 132 5 5 117 5 Comm Dev+1% Growth 5 1 6 4 1 1 9 68 2 2 68 2 Growth Volume Used 10 2 10 8 2 2 16 132 5 5 117 5 Total Volume 74 18 77 58 17 13 120 983 39 36 869 38 E-W Street:Report Created N-S STREET:11/20/2020 TIME PERIOD: GROWTH RATE: SIGNAL ID: Left Thru Right Left Thru Right Left Thru Right Left Thru Right Existing Volume 49 26 79 51 15 11 119 690 18 45 806 36 Diversions 0%0%0%0%0%0%0%0%0%0%0%0% Peak Season Volume 50 27 81 52 15 11 121 704 18 46 822 37 Committed Developments Type % Complete Northlake Promenade 0 0 4 0 0 0 5 34 0 0 31 0 NR 47% Stewart Toyota Expansion 0 0 0 0 0 0 0 9 0 0 8 0 NR 62% Total Committed Developments 0 0 4 0 0 0 5 43 0 0 39 0 Total Committed Residential 0 0 0 0 0 0 0 0 0 0 0 0 Total Committed Non-Residential 0 0 4 0 0 0 5 43 0 0 39 0 Double Count Reduction 0 0 0 0 0 0 0 0 0 0 0 0 Total Discounted Committed 0 0 4 0 0 0 5 43 0 0 39 0 Historical Growth 8 4 13 8 2 2 19 109 3 7 127 6 Comm Dev+1% Growth 4 2 10 4 1 1 14 94 1 3 98 3 Growth Volume Used 8 4 13 8 2 2 19 109 3 7 127 6 Total Volume 58 31 94 60 17 13 140 813 21 53 949 43 Input Data Lighthouse Dr COUNT DATE:4/24/2018 Federal Hwy CURRENT YEAR:2018 AM ANALYSIS YEAR:2025 2.08%PSF:1.02 16700 Intersection Volume Development Eastbound Westbound Northbound Southbound Input Data Lighthouse Dr COUNT DATE:4/24/2018 Federal Hwy CURRENT YEAR:2018 PM ANALYSIS YEAR:2025 2.08%PSF:1.02 16700 Intersection Volume Development Eastbound Westbound Northbound Southbound A B C D E F G H I ROAD NAME:Report Created CURRENT YEAR:11/20/2020 ANALYSIS YEAR: GROWTH RATE: Time Period Direction 2-way NB/EB SB/WB 2-way NB/EB SB/WB Existing Volume 1861 907 964 2252 1120 1132 Peak Volume 1861 907 964 2252 1120 1132 Diversion(%)0 0 0 0 0 0 Volume after Diversion 1861 907 964 2252 1120 1132 Committed Developments Type % Complete Parcel 34.01 A 0 0 0 0 0 0 NR 100% Life Time Fitness at Downtown at the Gardens 2 2 0 5 2 3 NR 93% Northlake Square East 0 0 0 0 0 0 NR 100% Northlake Promenade 8 3 5 65 34 31 NR 47% Stewart Toyota Expansion 8 2 5 10 5 5 NR 70% North Palm Beach Water Club 25 12 14 38 16 22 Res 65% Briger East 12 8 3 13 4 9 NR 35% Aqualina 6 1 5 8 5 3 Res 0% Lenox North Beach 38 8 30 47 30 16 Res 0% Total Committed Developments 99 36 62 186 96 89 Total Committed Residential 69 21 49 93 51 41 Total Committed Non-Residential 30 15 13 93 45 48 Double Count Reduction 6 3 3 19 9 10 Total Discounted Committed Developments 93 33 59 167 87 79 Historical Growth 0 0 0 0 0 0 Comm Dev+1% Growth 188 79 108 282 144 137 Growth Volume Used 188 79 108 282 144 137 Total Volume 2049 986 1072 2534 1264 1269 Lanes LOS D Capacity 3220 1960 1960 3220 1960 1960 Link Meets Test 1?YES YES YES YES YES YES LOS E Capacity 3400 1960 1960 3400 1960 1960 Link Meets Test 2?YES YES YES YES YES YES Input Data Federal Hwy STATION:2838 2020 FROM:MIDPOINT 2025 TO:Burns Rd 0%COUNT DATE:2/11/2020 PSF:1 Link Analysis AM PM 4LD ROAD NAME:Report Created CURRENT YEAR:11/20/2020 ANALYSIS YEAR: GROWTH RATE: Time Period Direction 2-way NB/EB SB/WB 2-way NB/EB SB/WB Existing Volume 1861 907 964 2252 1120 1132 Peak Volume 1861 907 964 2252 1120 1132 Diversion(%)0 0 0 0 0 0 Volume after Diversion 1861 907 964 2252 1120 1132 Committed Developments Type % Complete Parcel 34.01 A 0 0 0 0 0 0 NR 100% Life Time Fitness at Downtown at the Gardens 2 2 0 5 2 3 NR 93% Northlake Square East 0 0 0 0 0 0 NR 100% Northlake Promenade 8 3 5 65 34 31 NR 47% Stewart Toyota Expansion 8 2 5 10 5 5 NR 70% North Palm Beach Water Club 25 14 12 38 22 16 Res 65% Briger East 12 8 3 13 4 9 NR 35% Aqualina 6 1 5 8 5 3 Res 0% Lenox North Beach 38 8 30 47 30 16 Res 0% Total Committed Developments 99 38 60 186 102 83 Total Committed Residential 69 23 47 93 57 35 Total Committed Non-Residential 30 15 13 93 45 48 Double Count Reduction 6 3 3 19 9 9 Total Discounted Committed Developments 93 35 57 167 93 74 Historical Growth 0 0 0 0 0 0 Comm Dev+1% Growth 188 81 106 282 150 132 Growth Volume Used 188 81 106 282 150 132 Total Volume 2049 988 1070 2534 1270 1264 Lanes LOS D Capacity 3220 1960 1960 3220 1960 1960 Link Meets Test 1?YES YES YES YES YES YES LOS E Capacity 3400 1960 1960 3400 1960 1960 Link Meets Test 2?YES YES YES YES YES YES 2020 FROM:MIDPOINT Input Data Federal Hwy STATION:2838 2025 TO:Pga Blvd 0%COUNT DATE:2/11/2020 4LD PSF:1 Link Analysis AM PM A B C D E F G H I ROAD NAME:Report Created CURRENT YEAR:11/20/2020 ANALYSIS YEAR: GROWTH RATE: Time Period Direction 2-way NB/EB SB/WB 2-way NB/EB SB/WB Existing Volume 2474 1355 1129 2805 1344 1464 Peak Volume 2474 1355 1129 2805 1344 1464 Diversion(%)0 0 0 0 0 0 Volume after Diversion 2474 1355 1129 2805 1344 1464 Committed Developments Type % Complete Parcel 34.01 A 0 0 0 0 0 0 NR 100% Northlake Square East 0 0 0 0 0 0 NR 100% Northlake Promenade 13 5 8 108 56 52 NR 47% Stewart Toyota Expansion 13 4 9 17 9 8 NR 70% Dairy Queen 0 0 0 0 0 0 NR 100% Palm Beach Commons Memory Care 28 16 13 30 16 14 NR 0% NPB 7-Eleven 9 5 5 12 6 6 NR 0% Nautilus 211 15 10 5 28 12 16 Res 25% Total Committed Developments 78 40 40 195 99 96 Total Committed Residential 15 10 5 28 12 16 Total Committed Non-Residential 63 30 35 167 87 80 Double Count Reduction 4 3 1 7 3 4 Total Discounted Committed Developments 74 37 39 188 96 92 Historical Growth 562 308 256 637 305 332 Comm Dev+1% Growth 200 106 97 331 165 167 Growth Volume Used 562 308 256 637 305 332 Total Volume 3036 1663 1385 3442 1649 1796 Lanes LOS D Capacity 4880 2680 2680 4880 2680 2680 Link Meets Test 1?YES YES YES YES YES YES LOS E Capacity 5150 2830 2830 5150 2830 2830 Link Meets Test 2?YES YES YES YES YES YES Input Data Federal Hwy STATION:2832 2020 FROM:Northlake Blvd 2025 TO:Midpoint 4.18%COUNT DATE:2/25/2020 PSF:1 Link Analysis AM PM 6LD ROAD NAME:Report Created CURRENT YEAR:11/20/2020 ANALYSIS YEAR: GROWTH RATE: Time Period Direction 2-way NB/EB SB/WB 2-way NB/EB SB/WB Existing Volume 2474 1355 1129 2805 1344 1464 Peak Volume 2474 1355 1129 2805 1344 1464 Diversion(%)0 0 0 0 0 0 Volume after Diversion 2474 1355 1129 2805 1344 1464 Committed Developments Type % Complete Parcel 34.01 A 0 0 0 0 0 0 NR 100% Northlake Square East 0 0 0 0 0 0 NR 100% Northlake Promenade 13 5 8 108 56 52 NR 47% Stewart Toyota Expansion 13 4 9 17 9 8 NR 70% Dairy Queen 0 0 0 0 0 0 NR 100% Palm Beach Commons Memory Care 28 16 13 30 16 14 NR 0% NPB 7-Eleven 9 5 5 12 6 6 NR 0% Nautilus 211 15 10 5 28 12 16 Res 25% Total Committed Developments 78 40 40 195 99 96 Total Committed Residential 15 10 5 28 12 16 Total Committed Non-Residential 63 30 35 167 87 80 Double Count Reduction 4 3 1 7 3 4 Total Discounted Committed Developments 74 37 39 188 96 92 Historical Growth 562 308 256 637 305 332 Comm Dev+1% Growth 200 106 97 331 165 167 Growth Volume Used 562 308 256 637 305 332 Total Volume 3036 1663 1385 3442 1649 1796 Lanes LOS D Capacity 4880 2680 2680 4880 2680 2680 Link Meets Test 1?YES YES YES YES YES YES LOS E Capacity 5150 2830 2830 5150 2830 2830 Link Meets Test 2?YES YES YES YES YES YES 2020 FROM:Midpoint Input Data Federal Hwy STATION:2832 2025 TO:Lighthouse Dr 4.18%COUNT DATE:2/25/2020 6LD PSF:1 Link Analysis AM PM 200 Yacht Club Drive Job No. 20-112 APPENDIX “E” SYNCHRO PRINTOUTS Timings 3: Yacht Club Dr & US-1 07/11/2022 07/11/2022 Synchro 10 Light Report Timing Plan: AM Peak Page 1 Lane Group EBL WBL WBT WBR NBL NBT SBL SBT Lane Configurations Traffic Volume (vph)3 95 0 51 7 939 44 860 Future Volume (vph)3 95 0 51 7 939 44 860 Turn Type Perm Perm NA Perm pm+pt NA pm+pt NA Protected Phases 4 1652 Permitted Phases 8 4 4 6 2 Detector Phase 84441652 Switch Phase Minimum Initial (s) 6.0 6.0 6.0 6.0 4.0 20.0 4.0 20.0 Minimum Split (s)13.0 13.0 13.0 13.0 11.5 26.5 11.5 26.5 Total Split (s)50.0 50.0 50.0 50.0 18.0 62.0 18.0 62.0 Total Split (%)38.5% 38.5% 38.5% 38.5% 13.8% 47.7% 13.8% 47.7% Yellow Time (s)4.0 4.0 4.0 4.0 4.5 4.5 4.5 4.5 All-Red Time (s)3.0 3.0 3.0 3.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)7.0 7.0 7.0 6.5 6.5 6.5 6.5 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize?Yes Yes Yes Yes Recall Mode None None None None None C-Max None C-Max Act Effct Green (s)14.6 14.6 14.6 96.0 91.5 100.9 99.4 Actuated g/C Ratio 0.11 0.11 0.11 0.74 0.70 0.78 0.76 v/c Ratio 0.02 0.63 0.21 0.02 0.29 0.11 0.24 Control Delay 48.0 71.8 5.4 4.4 8.3 4.5 5.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 48.0 71.8 5.4 4.4 8.3 4.5 5.4 LOS D EAAAAA Approach Delay 48.5 8.2 5.3 Approach LOS D A A Intersection Summary Cycle Length: 130 Actuated Cycle Length: 130 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Green Natural Cycle: 55 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.63 Intersection Signal Delay: 9.9 Intersection LOS: A Intersection Capacity Utilization 51.3%ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 3: Yacht Club Dr & US-1 HCM 6th Signalized Intersection Summary 3: Yacht Club Dr & US-1 07/11/2022 07/11/2022 Synchro 10 Light Report Timing Plan: AM Peak Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 3 0 0 95 0 51 7 939 55 44 860 14 Future Volume (veh/h) 3 0 0 95 0 51 7 939 55 44 860 14 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 3 0 -8 100 0 -6 7 988 47 46 905 4 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %222222222222 Cap, veh/h 0 0 524 176 0 135 499 3676 175 465 3956 17 Arrive On Green 0.09 0.00 0.00 0.09 0.00 0.00 0.01 0.74 0.74 0.02 0.75 0.75 Sat Flow, veh/h 1418 1870 0 1418 0 1585 1781 4994 237 1781 5247 23 Grp Volume(v), veh/h 3 -8 -8 100 0 -6 7 673 362 46 587 322 Grp Sat Flow(s),veh/h/ln 1418 1870 1585 1418 0 1585 1781 1702 1828 1781 1702 1866 Q Serve(g_s), s 0.0 0.0 0.0 9.0 0.0 0.0 0.1 8.5 8.5 0.8 6.7 6.7 Cycle Q Clear(g_c), s 0.0 0.0 0.0 9.0 0.0 0.0 0.1 8.5 8.5 0.8 6.7 6.7 Prop In Lane 1.00 0.00 1.00 1.00 1.00 0.13 1.00 0.01 Lane Grp Cap(c), veh/h 0 0 0 176 0 135 499 2505 1345 465 2567 1407 V/C Ratio(X) 0.00 0.00 0.00 0.57 0.00 -0.04 0.01 0.27 0.27 0.10 0.23 0.23 Avail Cap(c_a), veh/h 0 0 0 524 0 524 644 2505 1345 579 2567 1407 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 0.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 0.0 0.0 0.0 58.5 0.0 0.0 4.4 5.6 5.7 4.1 4.8 4.8 Incr Delay (d2), s/veh 0.0 0.0 0.0 2.9 0.0 0.0 0.0 0.3 0.5 0.1 0.2 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/ln 0.1 0.0 0.0 6.1 0.0 0.0 0.1 5.2 5.7 0.5 4.0 4.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 0.0 0.0 61.4 0.0 0.0 4.4 5.9 6.1 4.2 5.0 5.1 LnGrp LOS AAAEAAAAAAAA Approach Vol, veh/h -13 94 1042 955 Approach Delay, s/veh 0.0 65.3 6.0 5.0 Approach LOS AEAA Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 7.4 104.5 18.1 9.7 102.2 18.1 Change Period (Y+Rc), s 6.5 6.5 7.0 6.5 6.5 7.0 Max Green Setting (Gmax), s 11.5 55.5 43.0 11.5 55.5 43.0 Max Q Clear Time (g_c+I1), s 2.1 8.7 11.0 2.8 10.5 2.0 Green Ext Time (p_c), s 0.0 7.3 0.5 0.0 8.8 0.0 Intersection Summary HCM 6th Ctrl Delay 8.2 HCM 6th LOS A Timings 3: Yacht Club Dr & US-1 07/11/2022 07/11/2022 Synchro 10 Light Report Timing Plan: PM Peak Page 1 Lane Group EBL EBT WBL WBT WBR NBL NBT SBL SBT Lane Configurations Traffic Volume (vph)12 0 79 0 53 38 1187 60 1237 Future Volume (vph)12 0 79 0 53 38 1187 60 1237 Turn Type Perm NA Perm NA Perm pm+pt NA pm+pt NA Protected Phases 8 4 1652 Permitted Phases 8 4 4 6 2 Detector Phase 884441652 Switch Phase Minimum Initial (s) 6.0 6.0 6.0 6.0 6.0 4.0 20.0 4.0 20.0 Minimum Split (s)13.0 13.0 13.0 13.0 13.0 11.5 26.5 11.5 26.5 Total Split (s)39.0 39.0 39.0 39.0 39.0 25.0 76.0 25.0 76.0 Total Split (%)27.9% 27.9% 27.9% 27.9% 27.9% 17.9% 54.3% 17.9% 54.3% Yellow Time (s)4.0 4.0 4.0 4.0 4.0 4.5 4.5 4.5 4.5 All-Red Time (s)3.0 3.0 3.0 3.0 3.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)7.0 7.0 7.0 7.0 6.5 6.5 6.5 6.5 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize?Yes Yes Yes Yes Recall Mode None None None None None None C-Max None C-Max Act Effct Green (s)13.8 13.8 13.8 13.8 107.1 102.1 107.9 102.5 Actuated g/C Ratio 0.10 0.10 0.10 0.10 0.76 0.73 0.77 0.73 v/c Ratio 0.10 0.06 0.61 0.25 0.12 0.37 0.20 0.36 Control Delay 56.5 0.3 78.6 7.7 4.4 8.1 4.9 7.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 56.5 0.3 78.6 7.7 4.4 8.1 4.9 7.9 LOS EA EAAAAA Approach Delay 20.6 50.0 8.0 7.8 Approach LOS C D A A Intersection Summary Cycle Length: 140 Actuated Cycle Length: 140 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Green Natural Cycle: 55 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.61 Intersection Signal Delay: 10.0 Intersection LOS: B Intersection Capacity Utilization 56.2% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 3: Yacht Club Dr & US-1 HCM 6th Signalized Intersection Summary 3: Yacht Club Dr & US-1 07/11/2022 07/11/2022 Synchro 10 Light Report Timing Plan: PM Peak Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 12 0 22 79 0 53 38 1187 100 60 1237 21 Future Volume (veh/h) 12 0 22 79 0 53 38 1187 100 60 1237 21 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 13 0 12 83 0 9 40 1249 94 63 1302 11 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %222222222222 Cap, veh/h 84 0 139 165 0 139 369 3601 271 364 3901 33 Arrive On Green 0.09 0.00 0.09 0.09 0.00 0.09 0.02 0.74 0.74 0.03 0.75 0.75 Sat Flow, veh/h 1406 0 1585 1292 0 1585 1781 4844 365 1781 5222 44 Grp Volume(v), veh/h 13 0 12 83 0 9 40 878 465 63 849 464 Grp Sat Flow(s),veh/h/ln 1406 0 1585 1292 0 1585 1781 1702 1805 1781 1702 1862 Q Serve(g_s), s 1.3 0.0 1.0 8.1 0.0 0.7 0.8 12.5 12.5 1.2 11.8 11.8 Cycle Q Clear(g_c), s 10.3 0.0 1.0 9.1 0.0 0.7 0.8 12.5 12.5 1.2 11.8 11.8 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.20 1.00 0.02 Lane Grp Cap(c), veh/h 84 0 139 165 0 139 369 2531 1342 364 2543 1391 V/C Ratio(X) 0.16 0.00 0.09 0.50 0.00 0.06 0.11 0.35 0.35 0.17 0.33 0.33 Avail Cap(c_a), veh/h 282 0 362 362 0 362 564 2531 1342 553 2543 1391 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 67.4 0.0 58.7 62.9 0.0 58.6 4.4 6.2 6.2 4.5 6.0 6.0 Incr Delay (d2), s/veh 0.9 0.0 0.3 2.4 0.0 0.2 0.1 0.4 0.7 0.2 0.4 0.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/ln 0.9 0.0 0.7 5.4 0.0 0.5 0.5 7.7 8.3 0.7 7.3 8.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 68.3 0.0 59.0 65.2 0.0 58.8 4.6 6.6 6.9 4.7 6.3 6.6 LnGrp LOS EAEEAEAAAAAA Approach Vol, veh/h 25 92 1383 1376 Approach Delay, s/veh 63.8 64.6 6.6 6.4 Approach LOS EEAA Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 9.7 111.1 19.3 10.2 110.6 19.3 Change Period (Y+Rc), s 6.5 6.5 7.0 6.5 6.5 7.0 Max Green Setting (Gmax), s 18.5 69.5 32.0 18.5 69.5 32.0 Max Q Clear Time (g_c+I1), s 2.8 13.8 11.1 3.2 14.5 12.3 Green Ext Time (p_c), s 0.1 12.8 0.4 0.1 13.4 0.0 Intersection Summary HCM 6th Ctrl Delay 8.9 HCM 6th LOS A 200 Yacht Club Drive Job No. 20-112 APPENDIX “F” SITE PLAN U.S. HIGHWAY 1YACHT CLUB DRIVER/W (VARIES)120 ' R/W (IMPROVED)LOT 2MARINA ADDITION TOVILLAGE OF NORTH PALM BEACHP.B.27 PG.9845'LOT 23 LOT 22 LOT 25 BLOCK 66YACHT CLUB ADD IT ION TOVILLAGE OF NORTH PALM BEACHP.B .27 PG .98LOT 24 BLOCK 66LOT 23 BLOCK 6620' SERV ICE ROAD REMAIN D E R O F L O T 1 2 B L O C K 7 0 YACHT C L U B A D DI TI O N T O VILLAGE O F N O R T H P A L M B E A C H P.B.27 P G. 9 8 LOT 11 B L O C K 7 0 60'(P)(120' R/W) 60'(P) FOUND 1" IP 90°(P)LOT 21 LOT 1BLOCK 6645'CENTERLINE 60'(P)60'(P) SOUTH LI N E O F L O T 1 2 B L O C K 7 0 C 20' SERVICE ROADTEVEV TPROPOSED 7' PERPETUAL TRANSPORTATION& UTILITY EASEMENT(PER SEC. 45-31.G.2)9.5'8'19'28'SIDES.B .24.0'18.0'4.0'S.W.30.0' S.B.12'5'TYP.TBA: 12'x25'SUAE(ORB 9617PG.768)22'TYP.6'x12' ANCHOR EASEMENT (P.B.26 PG.249)TO BE RELEASED/ABANDONED5' L.B.7'ESMT.6.0' EASEMENT(PB.26 PG.249 EXISTINGO.H.L.TO BE BURIEDMIN. 5' PARKINGLOT BUFFER:TREES 30' O.C.PLUSCONTINUOUSHEDGE, 3' HT.R20.0'BUILDING 'A'4-STORY / 46'8" HT.RESIDENTIAL (MULTI-FAMILY)70 UNITSF.F.E.13.5 N.A.V.D.BUILDING 'B '4-STORY / 46'8" HT.RESIDENTIAL (MULTI-FAMILY & LIVE-WORK)37 UNITSF.F.E. 13.5 N.A.V.D.45'SOUTHCOURTYARD(PUBL ICOPEN SPACE )SEE DETA IL SHEET RP -33'x12' ANCHOREASEMENT (TBA)(P.B.26 PG.249)PROPOSED MAX. 2' HT.RETAINING WALL18.0'4.0'S/W3.5'S/WPROPOSED 7'PERPETUALSIDEWALK ESMT.(PER SEC. 45-31.G.3)MIN. 5' PARKING LOT LANDSCAPE BUFFERMIN. 1 TREE PER 30' L.F. (MAX. 30' O.C.)PLUS MIN. 36" HT. HEDGEPROPOSED 8' PUBLIC SIDEWALK5' SIDEWALK EXISTING.(3' EXPANSION SUBJECT TO FDOTPERMITTING)S82°19'20"W 157.76'N12°47'13"W (M) 190.37' N70°40'0 7 " E 3 2 0. 0 3'S20°07'45 "E24.95 'R=2804.93 ' Δ=11°00 '31" A=538.92 'R=2484.93 'Δ=7°20'32"A=318.43 'A=85.60'Δ=10°06'20"R=485.31'A=44.53'Δ=5°15'26"R=485.31A=39.90'Δ=91°26'35"R=25.00'PROPOSED RECONSTRUCTED 5' PUBLIC SIDEWALK IN R/WGOLF CARTPARKING(4 SPACES)2'1ST FLOORRETAIL/RESTAURANT1,578 SF83' REAR S.B.N20°07'45"W29.40 'ZONING DISTRICT: P - PUBLIC DIST.USE:GOLF/RECREATIONZONING DISTRICT: C-SUSE: RETAIL / GAS STATION ZONING DISTRICT: R-3USE: MULTI-FAMILY CONDO 8'EX. PALM TRANSTOP SIGN W/PROPOSEDBENCH FORWAITING AREA10' SIGHTCORNER1,453 ADT39(69)62(52)AM(PM)7'(3)BIKERACKS7'0'-12' BTZ(SUBJECT OFWAIVER #W.2)ZONING DISTRICT: R-3USE: MULTI-FAMILY CONDOZONING DISTRICT: C-MU USE: OFFICE ZONING DISTRICT: R-1USE: SINGLE FAMILY72 ADTZONING DISTRICT: R-1USE: SINGLE FAMILYAM(PM)1(2)2(2)1(1)1(1)RELOCATED FPL & ATT EQUIP.AFTER ABANDONMENT OF 10X20BELLSOUTH ESMT.(ORB 24036/13)5.0'12.3'4' SIDEWALK FOR ACCESS TOGROUND FLOOR UNIT PATIO, TYP.6 EXISTING SABALPALMS WITHIN RIGHTOF WAY TO BEREPLACED AS PART OFUTILITY AND SIDEWALKRECONSTRUCTION.SEE LANDSCAPE PLAN.FOUNDATIONPLANTER (F .P . ) AT40% OF EACHFACADE EXCEPTSTOREFRONTFRONTAGE (US 1AND YACHT CLUBDR. FRONTAGE )SEE SHEET RP -4FOR BLDG . A , B & CF.P . CALCS , TYP .CRP-21ST FLOORLIVE-WORKUNIT1,056 SFS24.0'BRP-2DASHED LINEINDICATES PUBLICUSE AREA - 13,000 SF42'NORTHCOURTYARD(PUBLIC OPEN SPACE)SEE DETA IL SHEET RP-312.0 'PROP.SUAU.E .59928346.0'0'-6' BTZ(SUBJECT OFWAIVER #W.1)47' REAR S.B.19.3'16.8'BUILD ING 'C '4-STORY / 46 '8 " HT .RESIDENT IAL (MULT I -FAM ILY & L IVE -WORK )93 UN ITSF.F .E . 13 .5 N .A .V .D .55.2 '6210.6 '7.6 '18.0'10' SIGHTCORNER3-STORY PARKING GARAGE225 SPACESFOURTH FLOORRESIDENTIAL CLUBHOUSE& ROOF TOP AMENITIES6,533 SFMAX. 46' HT. R25'R20'6.6 'S/W22.0'U.E.12.0 'U.E . 12'6'SSS22222220'20'20'20'25' S.B.25.5'26.6'19'19'TOWNHOUSEPRIVACY WALL OR FENCEMAX. 4' HT.20'20'TRASHROOM24'20.0 'SUAUE10'FPLU.E .FHFH9.0'TYP.TOWNHOUSE2 UNITS3-STORY /MAX. 30' HT.4.4'TOWNHOUSE2 UNITS3-STORY /MAX. 30 ' HT.TOWNHOUSE2 UNITS3-STORY /MAX. 30' HT .1ST FLOORLIVE-WORKUNIT1,056 SF1ST FLOORLIVE-WORKUNIT1,056 SF1ST FLOORLIVE-WORKUNIT1,056 SF20.0'SUAU.E.ARP-215.0'SUAU.E.6.5'8.8'9.0'TYP.PROPOSED 8"WATER MAIN IN R/W6'8'8 SPACES FOR USE BY GUESTS ANDCOMMERCIAL CUSTOMERSTO BE REGULATED AND MON ITOREDBY BU ILD ING OPERAT IONS10'FPLU.E.TOWNHOUSEPRIVACY WALLOR FENCEMAX. 4' HT.TURN AROUND SPACE21.4'8 SPACES FOR USEBY GUESTS ANDCOMMERCIALCUSTOMERSTO BE REGULATEDAND MONITORED BYBUILDINGOPERATIONSPROPOSEDRECONSTRUCTED SUA10" WATER MAIN IN R/WPROPOSED 20' ACCESSEASEMENT FOR FUTUREC-MU NEW STREET BYOTHERS (SUBJECT TOPERMITTING &APPROVALS UPONREDEVELOPMENT OFADJACENT PARCEL)SEE SECTION 'D2' SHEETRP-220'3' BELLSOUTHESMT. (ORB24036/13)3.0 '10.7'R25'R2 5 '15.9 ' WATERMAIN S .B .(15' m in .)16' WATERMAIN S .B . (15 ' m in . )16' WATERMAIN S.B.(15' MIN.)12.0' ROOFOVERHANGS.B.12.7 'ROOFOVERHANGSSD1RP-218.0 '24.0 '18.0 '4.0 ' S/W3' WALKWAY FOR TOWNHOUSE UNITPEDESTRIAN CONNECTION TO SITESIDEWALK NETWORK3.0'S/W26.6'R35'TRASHROOM10'FPLU.E. Drawing name: H:\JOBS\Yacht Club Drive_20-013\Robbins NPB LLC_DD_.000\Drawings\Site Plan\2022-07-11_FSP_Resubmittal_Remand to PB.dwg Urban Planning & DesignLandscape ArchitectureCommunication GraphicsRevision Dates:Designed By:Drawn By:Checked By:Project No.:Date:Scale:0NORTHCopyright:All ideas, designs, arrangements, and plansrepresented by this drawing are owned by andthe property of the designer, and were createdfor the exclusive use of the specified project.These ideas, designs, arrangements or plansshall not be used by, or disclosed to any person,firm, or corporation without the writtenpermission of the designer.610 Clematis Street, Suite CU02West Palm Beach, FL 33401561.366.1100 FAX 561.366.1111www.udsflorida.com#LCC000035OCTOBER 202020-013.000MLCMLCKTSP-1of 12020-12-01: Site Plan Review Submittal2021-02-16: DRC Response Resubmittal2021-07-09: DRC Resubmittal #22021-09-15: DRC Resubmittal #32021-10-29: DRC Resubmittal #4 (Fire & SUA)2021-11-19: DRC Resub. (EV parking & Fire Lane)2022-07-11: Remand Resubmittal (Height Rev)North Palm Beach, Florida SITE PLAN 200 YACHT CLUB DRIVE MIXED-USE RESIDENTIAL 60'30'15'1" = 30'-0"LAND USE DESIGNATION:COMMERCIALZONING DISTRICT:C-MU / US-1 MIXED USE DISTRICTPROPERTY CONTROL NUMBER(S):68-43-42-09-02-000-001068-43-42-09-01-070-014068-43-42-09-01-070-0121EXISTING USE:VACANT COMMERCIALPROPOSED USES: RESIDENTIAL,DWELLING - MULTI-FAMILY RENTAL (PERMITTED)LIVE/WORK UNIT (PERMITTED)BUSINESSSTORES & SERVICES, GENERAL (PERMITTED)RESTAURANT (PERMITTED)GROSS SITE AREA: 4.09 AC. / 178,413 SFGROSS FLOOR AREA: TOTAL 227,975 SFSITE DATA:PARKING DATA:LEGEND:AC. = ACRE(S)BTZ = BUILD TO ZONESEE SHEET RP-1 BUILDING FRONTAGE DIAGRAMEX. = EXISTINGFH = FIRE HYDRANT(REFER TO CIVIL PLAN)PKG. = PARKINGR/W = RIGHT OF WAYS.B. = SETBACKS/W = SIDEWALKT = POSSIBLE ELEC. TRANSFORMER LOCATIONT.B.A. = TO BE ABANDONED OR RELEASEDU.E. = UTILITY EASEMENTD= REFUSE (DUMPSTER) ENCLOSURE(MIN. 6' HT. SCREEN WALL W/ OPAQUEGATE AT OPENING - SEE SHEET RP-2)= EXISTING CONCRETE POWER ORLIGHT POLEDEVELOPMENT TEAM:ARCHITECT:Urban Design Studio610 Clematis St. Ste. CU02West Palm Beach, Florida 33401561.366.1100LANDSCAPEARCHITECT/PLANNER:CIVIL &TRAFFICENGINEER:Simmons & White, Inc.2581 Metrocentre Blvd., Suite 3West Palm Beach, FL 33407561.478.7848SpinaOrourke + Partners 285 Banyan Blvd. West Palm Beach, FL 33401561.684.6844 SURVEYOR:Brown & Phillips, Inc.1800 Old Okeechobee Rd., Ste. 509West Palm Beach, FL 33409561.615.3988Notes1. Base information based on survey prepared by Brown & Phillips,Inc. with title commitment dated October 2020.2. Prior to construction, all utility locations to be verified to ensure thatlandscape material does not conflict with utilities.3. All stop bars shall be setback 4' in advance of pedestriancrosswalks.4. All accessible paved routes shall not exceed a 20:1 slope.5. Locations of all proposed traffic signage shall be established by theengineer of record.6. Curbing details to be shown on engineering construction plans.7. Surrounding property information shown for informational purposesonly.8. Handicap parking signs shall be placed behind the sidewalk in areaswhere sidewalk abuts the stall.LOCATION MAPSITEConcurrency SummaryMULTI-FAMILY RESIDENTIAL181 UNITSRESTAURANT 1,578 SFPARKING REQUIRED234 SPACESplus 8 SPS (TOWNHOUSE)RESIDENTIALBLDG. A, B, C UNITS: 1.25 / UNIT @ 171 UNITS = 214 SPACESLIVE-WORK: 1 PER 1,000 SF @ 4,224 SF / 4 LIVE-WORK UNITS = 4 SPACESRESTAURANT: 10 PER 1,000 SF @ 1,578 SF = 16 SPACESTOWNHOUSE:1.25 / UNIT @ 6 UNITS = 8 SPACESPARKING PROVIDED278 SPACES *GARAGE PARKING:225 SPSSURFACE PARKING:STANDARD: 49 SPS. (9' x 18' -90d) (8'x22' -parallel)GOLF CART :4 SPS. (6' X 12')----------------------------------------------------------------------------------------------------------------ACCESSIBLE PARKING : 7 SPS.(12' x 18')(INCLUDED IN TOTAL PARKING COUNT ABOVE, FOR 201-300 SPACES PROVIDED)------------------------------------------------------------------------------------------------------------------TOWNHOUSE PARKING PROVIDED24 SPACES (TOWNHOUSE)PRIVATE GARAGE: 2 SPS. PER UNIT X 6 UNITSPRIVATE DRIVEWAY: 2 SPS PER UNIT X 6 UNITS*NOTE: A MINIMUM OF SIX (6) OF THE PROVIDED PARKING SPACES SHALL BE FORELECTRIC VEHICLE (EV) CHARGING STATIONS. 2 EV SPACES ARE PROVIDED IN THESURFACE PARKING AREA AND 4 EV SPACES WILL BE PROVIDED IN THE GARAGE.= PROPOSED SITE LIGHTINGSEE PHOTOMETRIC PLAN= INDICATES PRIMARY PEDESTRIANENTRANCES = PRELIMINARY BENCH /PUBLIC SEATING LOCATION.REQUESTED C-MU WAIVERS = PROPOSED STOP SIGN/BARPROPOSED DENSITY: 133 UNIT EQUIVALENT DENSITY ** MAX. 32 DU/AC x 4.07 AC. (WITH WORKFORCE HOUSING DENSITY BONUS)1-BEDROOM = 97 UNITS @ 50% EQUIV. DENSITY *2-BEDROOM = 78 UNITS (INC. 4 LIVE-WORK UNITS) @ 100% EQUIV. DENSITYTOWNHOUSE 3-BR = 6 UNITS @ 100% EQUIV. DENSITYTOTAL = 133 UNITS* PER SEC. 45-2, FOR PURPOSES OF COMPUTING RESIDENTIAL DENSITY A DWELLING UNITTHAT CONTAINS ONLY ONE BEDROOM, OR NO SEPARATE BEDROOM, COUNTS ASONE-HALF A DWELLING UNIT.BUILDING HEIGHT (SEC. 45-31): 4 STORIES * / MAX. 46'8" HT.Note: The maximum height of a building in feet is controlled by the maximum ceiling heights forindividual stories, as provided in subsection 45-31.E.5. Refer to Building Elevations for proposedheight.PUBLIC USE AREA PROPOSED: 13,000 SF (7% OF GROSS SITE AREA)EV= PROPOSED ELECTRIC VEHICLECHARGING SPACEH:\JOBS\Yacht Club Drive_20-013\Robbins NPB LLC_DD_.000\Drawings\Site Plan\2022-07-11_FSP_Resubmittal_Remand to PB.dwg, 7/5/2022 4:40:28 PM, Mcuetara, ARCH full bleed D (24.00 x 36.00 Inches), 1:1 VILLAGE OF NORTH PALM BEACH PLANNING COMMISSION REGULAR MEETING MINUTES TUESDAY AUGUST 2, 2022 Present: Cory Cross, Chairman Donald Solodar, Vice Chair Thomas Hogarth, Member Jonathan Haigh, Member Kathryn DeWitt, Member Scott Hicks, Member Nathan Kennedy, Member Len Rubin, Village Attorney Alex Ahrenholz, Principal Planner, Acting Community Development Director Council Member: Mark Mullinix I. CALL TO ORDER Chairman Cross called the meeting to order at 6:30 PM. A. ROLL CALL All members of the Planning Commission were present. II. DECLARATION OF EX PARTE COMMUNICATIONS The following Members declared Ex Parte Communications with the applicant of 200 Yacht Club Dr., Members of the Village Council and Village residents regarding 200 Yacht Club Dr. Cory Cross Donald Solodar Kate DeWitt Scott Hicks Nathan Kenned y III. QUASI JUDICIAL MATTERS / PUBLIC HEARING Attorney Len Rubin swears in all persons speaking. A. APPROVAL OF THE MINUTES The Minutes of the June 7, 2022 and July 5, 2022 Regular Meetings were approved as written. Minutes of Village Planning Commission Regular Meeting held on September 6, 2022 2 B. SITE PLAN AND APPEARANCE REVIEW 1. 824 US Highway 1 Application by Lissette Rivera for amendment to building paint colors Mr. Ahrenholz presented the staff report and recommendations. Work on this office building has been completed without a permit. The walls were previously white with a pale yellow color painted on the banding that runs around the perimeter of the building immediately above the ground floor/garage and at the roofline of the top floor. The new building color is Sherwin-Williams Extra White (SW 7006) with banding painted in Benjamin Moore Marina Gray (BM 1599). Staff recommends approval with no conditions. Discussion by the Planning Commissions members included how a building this size could be painted without enforcement from the Village. Mr. Arhenholz explained that Code Officers did advise the property management that a permit and approval was needed for their painting project and to stop working. Motion: Ms. DeWitt moved to approve the application as submitted. Dr. Kennedy seconded the motion, which passed 7-0. 2. Super 8 Motel Application by S.B. Patel for the addition of a freestanding metal awning Mr. Ahrenholz presented the staff report and recommendations. There is an existing freestanding metal roof over the walkway immediately south of an entry to the motel lobby. It was installed a few years ago to protect customers from weather conditions. The Motel is proposing to duplicate an aluminum metal roof, like for like in material, color and dimensions, located over the walkway immediately north of motel lobby adjacent to an entry door, also to protect customers from weather conditions. Staff proposes one condition of approval: 1. The awning shall match the existing awning in color and material The Planning Commissions members discussed how far out from the building does the awning go; whether the awning runs from the lobby to the guest rooms; whether the existing awning was subject to the approval process originally; whether the proposed awning will match the existing awning; whether the applicant is agreeable with the condition of approval; whether the set back off of Anchorage Dr. in in compliance; and whether the awning will be flush with the Motion: Mr. Hogarth moved to approve the application with Staff’s condition of approval. Mr. Hicks seconded the motion, which passed 7-0. 3. 200 Yacht Club Drive Application by Robbins NPB LLC, for a 181 unit multifamily development with 1,578 square feet of commercial Minutes of Village Planning Commission Regular Meeting held on September 6, 2022 3 Mr. Rubin explained the Quasi Judicial Order of Procedure and time limits for presentation of the application. Ken Tuma, Urban Design Studio, 610 Clematis St. Unit CU-2, West Palm Beach, represented the applicant. He introduced for the records the resumes of the potential experts and speakers that may speak; the Staff Report dated 12/7/2021; and the Minutes of the 12/7/2021 Meeting. He also requested to reserve time at the conclusion of the Public Hearing to allow their attorney, Brian Seymour, to cross examine witnesses. Mr. Tuma proceeded with his formal presentation. He detailed the current changes made since the 12/7/2021 Planning Commission Meeting: 1. Building height reduced by 1 floor (5 stories to 4 stories) 2. Reduced the number of units to 177 (206 units to 177 units) 3. Construct 10 ft. access easement on south side (new street to easement), and 4. Four live/work units converted to all commercial space Rob Rennebaum, Traffic Engineer, Simmons & White, 2581 Metrocentre Blvd, Ste. 3, West Palm Beach, presented the traffic study results for US 1 and Yacht Club Dr. He also stated that former Village Manager Andy Lukasik personally conducted his own traffic study in January 2022 which was presented to Mr. Rennebaum. Mr. Ahrenholz, Interim Community Development Director, presented the Staff Report. He provided a detailed update of the project since the December 7, 2021 meeting. The Planning Commission had approved the request by a 5 -1 vote at that meeting. Due to concerns from residents expressed to the Village Council, the applicant decided to redesign the project and eliminate the 5th floor waiver request. Without that request as part of the application, the project is no longer required to be approved by the Village Council. Because the project has been redesigned from the originally approved request, the application is back before the Planning Commission for final approval. Staff recommended the addition of 23 conditions of approval be to the development order: 1. Prior to certificate of occupancy, owner shall provide rental rates and breakdown of workforce housing units for review and approval by the community development department and the Village Attorney. The workforce housing units shall be consistent with Policy 1.B.2 of the Comprehensive Plan. The owner shall submit the rental rates and a breakdown of workforce housing units for review and approval by the community development department on or before January 1st of each year subsequent to the year in which the Village issues the certificate of occupancy. 2. The property owner shall host a minimum of 6 farmers market or food truck events per year. If the required number of monthly events is not held by the property owner, the Village shall be granted ability to provide one event, once per month, in coordination with the property owner. All such events shall be open to the public. 3. Live/ work units shall be constructed and leased as commercial spaces. They shall be maintained for a minimum of two (2) years. If there is no tenant occupancy after that time, the units can be converted to live/work or solely residential. Conversion construction shall be permitted through the Community Development Department and approved by the Community Development Director. 4. The commercial space adjacent to the two pedestrian plazas is intended to attract the general public to the area. They are appropriate if they provide services, entertainment, and/or retail sales for the general public. The commercial spaces adjacent to the pedestrian plazas shall not be used for non-service-related office space. Permitted uses will be reviewed and approved by the Village Manager and Community Development Director. Minutes of Village Planning Commission Regular Meeting held on September 6, 2022 4 5. Commercial units are required to obtain a business tax receipt from the Village prior to operating the business 6. The owner shall not be permitted to utilize amplification of any kind on the amenity deck. The use of amplification shall require a special event permit from the Village. 7. Prior to the certificate of occupancy, if permitted by the Florida Department of Transportation (FDOT) and any other applicable governmental agencies, the Applicant shall construct a westbound one-way driveway, 10 feet in width, with a 3 -foot landscape area between the driveway and the adjacent property, within the 20 foot access easement as shown on the approved site plan. The applicant shall utilize its best efforts to obtain approval of the access point from FDOT. If FDOT does not grant approval, the property owner shall make a payment of $125,000 to the Village for improvements prior to certificate of occupancy. 8. Per 45-31.E.4, rooftop facilities shall be sufficiently screened from the street and adjacent properties. Adequate trees, shrubs, or greenspace shall be provided on any active rooftop facility. A rooftop planting plan and location plan for any speakers shall be provided prior to issuance of vertical building permit for the parking garage building. 9. The Applicant shall relocate and preserve existing native trees shown on the approved tree disposition plan. If the oak trees do not survive relocation or preservation, they shall be replaced with oaks that are the largest caliper that is reasonably available from local nurseries. 10. Approval shall be obtained from Florida Power and Light (FPL) for the undergrounding of powerlines and utilities and all work shall be completed prior to commencement of vertical construction. 11. Prior to issuance of the first building permit for vertical construction, the Applicant shall revise plans to provide details of lighting fixtures that utilize dark-sky friendly techniques where feasible. 12. There shall be no parking in the seven-foot transportation easement in the driveways of the townhomes. 13. Irrigation plans shall be provided prior to approval of the first infrastructure permit. 14. A permit shall be obtained from Seacoast Utility Authority prior to the first infrastructure permit. 15. All infrastructure, including but not limited to fire hydrants, street lights, storm drains, etc. proposed on the approved site plan shall be maintained by the property owner. Fire hydrants shall be installed, tested and in service prior to construction, and a stabilized fire department access road shall be installed and maintained prior to and throughout construction. 16. Prior to the issuance of the first infrastructure permit, Applicant shall provide the Village with a performance bond, letter of credit, escrow agreement or other acceptable surety agreement in a form and in an amount approved by the Village Attorney to assure completion of on-site roadways, drainage and utility improvements. As improvements are completed and accepted by the Village, the amount of the performance bond, letter of credit, escrow agreement or other acceptable surety may be reduced by a proportionate amount as determined by the Village Manager in consultation with the Village Engineer. 17. The property shall be platted with the proposed access easements, utility easements and the dedication of right-of-way to the Village and the plat shall be approved by the Village Council and recorded in the public records prior to the issuance of a certificate of occupancy. 18. Prior to issuance of the first building permit for vertical construction, the Applicant shall revise plans to provide details of lighting fixtures that utilize dark-sky friendly techniques where feasible. 19. No parking signs shall be added along the alley in the transportation easement prior to certificate of occupancy. 20. Any deviations to the approved site plan shall be governed by Section 6-59(4) of the Village Code of Ordinances. 21. If any significant archeological resources are found on site during development and construction, the Applicant shall notify Village staff and following the procedures outlined in Section 21-104 of the Village Code of Ordinances. Minutes of Village Planning Commission Regular Meeting held on September 6, 2022 5 22. The Applicant shall be bound by all oral and written representations made both on the record and as part of the application process irrespective of whether such representations are included as formal conditions. 23. The conditions of approval shall be binding on the Applicant and its successors in interest and assigns and a violation of such conditions shall constitute a violation of the Village Code of Ordinances and may be enforced by the Village as set forth in Article VI, Chapter 2 of the Village Code or as otherwise authorized by law. The Chairman opened the floor to public comments. Peggy Girard, 52 Yacht Club Dr. #104 – Concerned about parking and trespassing Bob Starkie, 36 Yacht Club Dr. #207 – Traffic concerns impacting Yacht Club Dr. Carolyn Liss, 52 Yacht Club Dr. #304 – Concerned about Comprehensive Plan vs. application requests & schools William Rose, 36 Yacht Club Dr. #106 – Concerns with roof top decks and pools Chris Ryder, 118 Dory Rd. S. - Planning Commission responsibilities and Comprehensive Plan John Rothberg, 134 Lakeshore Dr. #G-23 – Concerned with traffic, Parker bridge impact and roof top pool noise Debbie Cross, 2560 Pepperwood Circle S. – Concerned with commercial area reduction, and traffic Diane Smith, 37 Yacht Club Dr. #204 – Concerned with traffic along Yacht Club Dr., US 1 & alleyway Patricia Williamson, Fathom Rd. W. – Concerned with change in views from home with large development David Colangelo, 45 Yacht Club Dr. #210 – Concerned with water impact and SFWMD Waterworks Plan Pat Kelley, 37 Yacht Club Dr. #111 – Concerned with zoning changes and public records information Sandra Yeater, 36 Yacht Club Dr. #505 – Concerned with density and storm water management Bill Stevens (audio not clear), 52 Yacht Club Dr. – Concerned that residents’ concerns are not addressed The Chairman closed the public comments. Mr. Tuma provided a response to the public comments/concerns. Mr. Rennebaum addressed the DOT/traffic issues and concerns. Susan O’Rourke, Traffic Engineer, 22 SE Seminole St., Stuart, FL, was present to represent the Village. Brian Seymour, Attorney, 777 S. Flagler Dr., West Palm Beach, was also present to represent the project. He explained that the plan meets the requirements of the code. The Planning Commission members asked the applicant about traffic loads on US 1, storm water impacts, to explain trench control structures, lane reduction impact and where the lane reduction sections would occur in relation to the project, why did the applicant withdraw the project previously, uses for the commercial space, what the cost to build the roadway on the south end might be, the lack of walkability within the project, the sidewalk issue along US 1 has not been addressed, whether the surface parking is restricted to the commercial area, whether there are amenities for small children planned, and what commercial spaces are planned to draw customers from surrounding communities. Members were for the diversity of housing, not limiting the project to small commercial businesses and felt businesses that draw visitors would be better, proposed limiting the number of special events, and felt the project would be better placed elsewhere in the Village. They also expressed a desire to remove the two (2) year live/work occupancy component and make it all commercial. Mr. Tuma addressed the Planning Commission’s concerns. Minutes of Village Planning Commission Regular Meeting held on September 6, 2022 6 Mr. Seymour reiterated the point of law regarding the approval of the project in that it meets the Village Code despite whether it, the project, is liked by the residents and Planning Commission. Mr. Rubin explained that the Planning Commission can find that the project is inconsistent with the Comp Plan, and therefore inconsistent with the Master Plan, and therefore do not need to approve it. Motion: Mr. Hogarth moved to deny the application because the standards for the landscape waiver for the sidewalk easement were not met. Mr. Solodar seconded the motion, which passed 5-2. Mr. Haigh and Dr. Kennedy vote nay. V. ADMINISTRATION MATTERS A. Staff Updates: None B. Commission Member Comments: • The sidewalk has been blocked in front of Memory Care for quite some time, is there a way to put in a temporary sidewalk, or make them repair it more quickly. VI. ADJOURNMENT With there being no further business to come before the Board, the meeting adjourned at 9:58 PM. Minutes typed by Jane Lerner VILLAGE OF NORTH PALM BEACH COMMUNITY DEVELOPMENT DEPARTMENT TO: Honorable Mayor and Council THRU: Chuck Huff, Interim Village Manager FROM: Alex Ahrenholz, Acting Director of Community Development DATE: October 27, 2022 SUBJECT: ORDINANCE 2nd Reading – Adopting Additional Revisions to the R-1 Single- Family Zoning Regulations to Address Massing and Allowing the Reconstruction of Non-Conforming Residential Structures Under Specified Circumstances Summary of Code Adoption Process The Village Council created a voluntary Residential Ad-Hoc Committee comprised of industry professionals residing in the Village to recommend revisions to the existing regulations for single- family dwellings. With the help of the Ad-Hoc Committee, the Village Council adopted the Zoning- in-Progress (ZIP) Ordinance on October 28, 2021. The ZIP established temporary rules for development of single- family dwellings within the R-1 zoning district. Through the adoption of Ordinance No. 2022-09 on April 28, 2022, the Village Council adopted new regulations for minimum landscaped area, overall building height and driveway widths. The Ordinance also extended the Zoning in Progress for an additional six months as it related to the second story floor area, limiting the upper floor to seventy-five (75) percent of the lower floor. The ZIP is set to expire on October 28, 2022; consequently, permanent regulations need to be adopted on second reading at the October 27, 2022 Village Council meeting. At its August 23, 2022 meeting, the Ad-Hoc Committee voted 7-0 to adopt new regulations applicable to second stories, with additional amendments to the section of the Zoning Code addressing non-conforming structures. The proposed Ordinance includes the following new regulations applicable to single-family dwellings in the R-1 Zoning District: 1. Second story setbacks of five (5) feet more than the setbacks for first floor for the front, side and rear setbacks. Side street setback for corner lots would remain at 20 feet for both floors. 2. Second floor restriction of seventy-five percent (75%) of the first-floor area, measured from outside walls and including spaces open to below. 3. Walls that exceed fifteen (15) feet in height and thirty (30) feet in length require a two (2) foot perpendicular articulation or recess in the wall. This is aimed to reduce the impact of large blank walls. 4. Non-conforming residential homes destroyed by natural disaster shall be able to rebuild in accordance with the the plans on file with the Village, without having to meet these new regulations. The Planning Commission considered the Ad Hoc Committee’s recommendations at a public hearing held on October 11, 2022 and unanimously voted to recommend approval with no amendments. At its October 13, 2022 meeting, the Village Council adopted the Ordinance on first reading by a vote of 4 to 1. Members of the Council did, however, express concerns about two sections: Section 45-27(D)(4), addressing the applicability of the second story setback; and Section 45- 27(E), addressing the applicability of the building wall articulation requirement. To that end, Staff has revised Section 45-27(D)(4) to remove the reference to the height of the building wall and to clarify the intent of the enhanced second story setback. The revised language reads as follows: Applicability of second story setback. The second story setback shall apply only to the roofed portion of the second story of a two-story, single-family dwelling and shall not apply to non-roofed second story patios or balconies. As set forth above, the additional second story setback shall only apply to the roofed portion of the second story of a two-story, single-family dwelling and not to any portion, such as an enhanced entryway in excess of fifteen feet, of a one-story, single-family dwelling. The Village Code defines the term “story” to mean “that portion of a building between the surface of any floor and the surface of the floor next above it, or, if there be no floor above it, then the space between any floor and the ceiling next above it.” Furthermore, Staff has revised Section 45-27(E) to clarify that window and door openings shall not be considered a plane break when requiring articulation on walls with an unbroken plane in excess of 15 feet in height and 30 feet in length. Recommendation: Village Staff recommends that the Village Council consider adoption of the attached Ordinance revising the single-family zoning regulations to address massing and allowing the reconstruction of single-family dwellings destroyed by storms or other acts of God under specified circumstances on second and final reading. Page 1 of 10 ORDINANCE NO. 2022-___ 1 2 AN ORDINANCE OF THE VILLAGE COUNCIL OF THE VILLAGE OF 3 NORTH PALM BEACH, FLORIDA, AMENDING APPENDIX C (CHAPTER 4 45) OF THE VILLAGE CODE OF ORDINANCES TO IMPLEMENT THE 5 RECOMMENDATIONS OF THE AD HOC COMMITTEE; AMENDING 6 ARTICLE III, “DISTRICT REGULATIONS,” BY AMENDING SECTION 45-7 27, “R-1 SINGLE-FAMILY DWELLING DISTRICT,” TO REGULATE THE 8 VOLUME AND MASSING OF TWO-STORY DWELLINGS; AMENDING 9 ARTICLE VII, “NONCONFORMING USES OF LAND AND STRUCTURES,” 10 BY AMENDING SECTION 45-64, “NONCONFORMING STRUCTURES,” TO 11 ALLOW THE RECONSTRUCTION OF NONCONFORMING RESIDENTIAL 12 STRUCTURES UNDER SPECIFIED CIRCUMSTANCES; PROVIDING FOR 13 CODIFICATION; PROVIDING FOR SEVERABILITY; PROVIDING FOR 14 CONFLICTS; PROVIDING FOR AN EFFECTIVE DATE; AND FOR OTHER 15 PURPOSES. 16 17 WHEREAS, through the adoption of Ordinance No. 2021-10, the Village Council enacted a zoning 18 in progress for the R-1 Single-Family Dwelling Zoning District subject to certain parameters 19 relating to the height of two-story homes, the massing of the second story and the amount of 20 required landscaped open space; and 21 22 WHEREAS, the Village Council created an Ad Hoc Committee to review and evaluate changes to 23 the Village’s residential zoning regulations during the pendency of the Zoning in Progress; and 24 25 WHEREAS, through the adoption of Ordinance No. 2022-09 on April 28, 2022, the Village 26 Council adopted new regulations governing height and landscaped open space within the R-1 27 Single Family Dwelling Zoning District, as well as revisions to the Town Code relating to 28 construction site runoff and driveway widths, and extended the Zoning in Progress for an 29 additional six months as it pertains to the massing of the second story; and 30 31 WHEREAS, the Ad Hoc Committee has recommended additional revisions to the R-1 Zoning 32 District regulations to address the volume and massing of two-story homes and to address the 33 reconstruction of nonconforming residential structures destroyed by fire, flood, wind, explosion, 34 act of God or act of a public enemy; and 35 36 WHEREAS, on October 11, 2022, the Planning Commission, sitting as the Local Planning 37 Agency, conducted a public hearing to review this Ordinance and provide a recommendation to 38 the Village Council; and 39 40 WHEREAS, having considered the recommendation of the Planning Commission and conducted 41 all required advertised public hearings, the Village Council determines that the adoption of this 42 Ordinance is in the interests of the health, safety and welfare of the residents of the Village of 43 North Palm Beach. 44 45 NOW, THEREFORE, BE IT ORDAINED BY THE VILLAGE COUNCIL OF THE VILLAGE 46 OF NORTH PALM BEACH, FLORIDA as follows: 47 48 Page 2 of 10 Section 1. The foregoing recitals are ratified as true and correct and are incorporated herein. 1 2 Section 2. The Village Council hereby amends Article III, “District Regulations,” of 3 Appendix C (Chapter 45), “Zoning,” of the Village Code of Ordinances by amending Section 45-4 27, “R-1 Single-Family District,” to read as follows (additional language is underlined and deleted 5 language is stricken through): 6 7 Sec. 45-27. R-1 single-family dwelling district. 8 9 A. Uses permitted. Within any R-1 single-family dwelling district no 10 building, structure, land or water shall be used except for one (1) or 11 more of the following uses: 12 13 1. Single-family dwellings with accessory buildings 14 customarily incident thereto, subject to each of the 15 requirements set forth in this section and throughout this 16 chapter. 17 18 2. Public schools. 19 20 3. Parks and recreation facilities owned or leased by or 21 operated under the supervision of the Village of North Palm 22 Beach. 23 24 4. Detached fence storage areas. 25 26 5. Satellite dish antenna. 27 28 6. Community residential homes. Community residential 29 homes of six (6) or fewer residents which otherwise meet the 30 definition of a community residential home, provided that 31 such homes shall not be located within a radius of one 32 thousand (1,000) feet of another existing such home with six 33 (6) or fewer residents. 34 35 7. Family day care home. 36 37 8. Lamp post. 38 39 9. Decorative post structure. 40 41 B. Building height regulations. All single-family dwellings shall be 42 limited to two (2) stories and thirty feet (30’) in height. For the 43 purposes of this subsection, height shall be measured from the 44 average elevation of the existing grade prior to land alteration for 45 properties outside of special flood hazard areas and from the 46 required design flood elevation for properties within special flood 47 hazard areas. Height shall be measured to the highest point of the 48 following: 49 Page 3 of 10 1 1. the coping of a flat roof and the deck lines on a mansard roof; 2 3 2. the average height level between the eaves and roof ridges 4 or peak for gable, hip or gambrel roofs; or 5 6 3. the average height between high and low points for a shed 7 roof. 8 9 Decorative architectural elements, chimneys, mechanical 10 equipment, non-habitable cupolas, elevator shafts or similar 11 appurtenances shall be excluded from the foregoing height 12 restrictions. Rooftops shall not be used for pools, decks, or other 13 spaces to congregate. 14 15 C. Building site area regulations. The minimum lot or building site 16 area for each single-family dwelling shall be seven thousand five 17 hundred (7,500) square feet and have a width of not less than 18 seventy-five (75) feet, measured at the building line. 19 20 D. Yard space regulations. 21 22 1. Front yard. There shall be a front yard of not less than 23 twenty-five (25) feet for the first story and thirty (30) feet for 24 the second story measured from the street line to the front 25 building line. 26 27 2. Rear yard. There shall be a rear yard of not less than twenty 28 (20) feet for the first story and twenty-five (25) feet for the 29 second story measured from the rear building line to the rear 30 lot line. 31 32 3. Side yards. There shall be a side yard on each side of the side 33 building line of not less than ten (10) feet for the first story 34 and fifteen (15) feet for the second story. In the case of 35 corner lots, no building and no addition to any building shall 36 be erected or placed nearer than twenty (20) feet to the side 37 street line of any such lot. 38 39 (a) For a distance of one block on streets intersecting 40 U.S. #1, measured from the right-of-way line of said 41 U.S. #1, side yards of at least twenty-five (25) feet in 42 depth shall be provided. 43 44 4. Applicability of second story setback. The second story 45 setback shall apply only to the roofed portion of the second 46 story of a two-story, single-family dwelling and shall not 47 apply to non-roofed second story patios or balconies. 48 49 Page 4 of 10 1 E. Building wall articulation. Building wall articulation shall be 2 provided on all walls with an unbroken plane in excess of fifteen 3 (15) feet in height and thirty (30) feet in length. Window and door 4 openings shall not be considered a plane break. The articulation 5 shall be in the form of a wall perpendicular to the property line at a 6 minimum distance of two (2) feet and extending parallel to the 7 property line a minimum of ten (10) feet. The articulation must 8 extend evenly over the entire height of the building wall (See Figure 9 1 below). 10 11 Figure 1 Building Wall Articulation 12 13 F. Second-story floor area. The floor area of the second story of a 14 single-family dwelling shall not exceed seventy-five percent (75%) 15 of the floor area of the first story. For the purpose of this subsection, 16 floor area shall include all areas lying within the building perimeter 17 established by the interior side of the exterior walls of the building, 18 including garages, covered patios, and other open-air exterior areas 19 that are under roof. The floor area for the second story shall include 20 areas open to below. 21 22 E G. Off street parking regulations. At least one parking space measuring 23 at least nine (9) feet by eighteen (18) feet (one hundred sixty-two 24 (162) square feet) shall be provided. All parking spaces shall consist 25 of a durable surfaced area as approved by the community 26 development director, and may be enclosed in the dwelling, in an 27 accessory building or in an unenclosed area or a driveway. All 28 vehicles parking on a lot must be parked on a durable surface. 29 30 Page 5 of 10 F H. Accessory structures. One detached automobile garage and one 1 open-air pavilion may be constructed on any lot within the R-1 2 single-family dwelling district provided that all requirements of this 3 chapter are met. Open air pavilions shall be subject to the following 4 additional conditions and restrictions: 5 6 1. Permitting. 7 8 (a) All open-air pavilions must be permitted in 9 accordance with all Florida Building Code and 10 Village Code requirements. 11 12 (b) Open-air pavilions meeting the definition of a 13 traditional chickee hut are exempt from the Florida 14 Building Code but shall be subject to consistency 15 review by the village. Consistency shall be 16 demonstrated through the issuance of a zoning 17 permit and shall require the submittal of the 18 following information: 19 20 (1) A survey that includes scaled dimensions of 21 the proposed structure, including setbacks; 22 23 (2) Proof that the builder of the chickee hut is a 24 member of either the Miccosukee Tribe of 25 Indians of Florida or the Seminole Tribe of 26 Florida (such proof consisting of a copy of 27 the trial member's identification card); and 28 29 (3) Drawings of the proposed structure 30 depicting, at a minimum, the overall design, 31 dimensions, roof materials, and height. 32 33 2. Dimensions. Open-air pavilions shall not exceed two 34 hundred (200) square feet in floor area. The floor area shall 35 be measured from outside the support posts, provided that 36 the roof overhang does not exceed three (3) feet from the 37 support posts. If the roof overhang exceeds three (3) feet, the 38 floor area shall consist of the entire roofed area. For 39 structures supported by a single-pole, i.e., umbrella shape, 40 the floor area shall be measured from the drip line of the roof 41 material. 42 43 3. Height. Open-air pavilions shall not exceed twelve (12) feet 44 in height or the height of the principal building located on 45 the lot, whichever is more restrictive. For sloped roofs, the 46 height shall be measured at the mean roof height. 47 48 4. Location and Setbacks. 49 Page 6 of 10 1 (a) No open-air pavilion may be erected within ten (10) 2 feet of the side property line. This side setback shall 3 be increased to twenty (20) feet for corner lots. 4 5 (b) No open-air pavilion may be erected within seven 6 and one-half (7½) feet of the rear property line. 7 8 (c) No open-air pavilion or any portion thereof may be 9 erected between the front line of the principal 10 building and the front property lot line, within a 11 utility or drainage easement, or within a required 12 landscape buffer. 13 14 5. Use restrictions. 15 16 (a) An open-air pavilion shall be used only for private 17 recreational activities as an accessory use to the 18 principal residential use and shall not be used for 19 habitation, for a tool room, storage room or 20 workshop, or for any commercial purpose 21 whatsoever. 22 23 (b) Open-air pavilions shall not be used for storage of 24 items of personal property, including, but not limited 25 to, the following: 26 27 (1) Operable or inoperable vehicles, boats, boat 28 trailers, utility trailers or similar items of 29 personal property; 30 (2) Building materials, lawn equipment, tools or 31 similar items; and 32 33 (3) Ice boxes, refrigerators and other types of 34 food storage facilities with the exception of 35 under-counter units. 36 37 (c) No gas, charcoal or propane grills, stoves or other 38 types of cooking devices may be stored or utilized 39 within a traditional chickee hut. 40 41 6. Maintenance. Open-air pavilions shall be maintained in 42 good repair and in sound structural condition. Painted or 43 stained surfaces shall be free of peeling paint, mold and 44 mildew and void of any evidence of deterioration. 45 46 7. Design. 47 48 Page 7 of 10 (a) Open-air pavilions, with the exception of traditional 1 chickee huts, pergolas and other structures with only 2 partial or slatted roofs, shall incorporate the same 3 types of building materials and be consistent with the 4 architectural theme or style of the main or principal 5 building. 6 7 (b) At the request of a property owner, the community 8 development director may approve the use of 9 different building materials or alternate architectural 10 themes or styles when such materials, themes or 11 styles are complementary to the main or principal 12 building. 13 14 (c) Should the community development director deny 15 the request for different building materials or 16 alternate architectural themes or styles, a property 17 owner may appeal this decision to the planning 18 commission by submitting a written request for a 19 hearing to the community development director 20 within thirty (30) calendar days of the date of the 21 determination. The appeal shall be placed on the next 22 available agenda and the decision of the planning 23 commission shall be final, subject only to judicial 24 review by writ of certiorari. 25 26 G I. Mechanical equipment. All non-roof-mounted mechanical 27 equipment shall be located behind the front building face of the 28 principal structure in either the side yard or the rear yard. Such 29 equipment shall be located adjacent to the principal structure 30 whenever practicable, provided, however, that all mechanical 31 equipment shall be located at least five (5) feet from the side 32 property line and at least seven and one-half feet (7½) from the rear 33 property line. 34 35 H J. Minimum landscaped area. 36 37 1. All single-family dwellings shall have a minimum 38 landscaped area of thirty percent (30%). 39 40 2. All single-family dwellings (both one and two story) shall 41 provide a minimum landscaped area of fifty percent (50%) 42 in the required twenty-five-foot (25’) front yard setback. 43 Properties with frontage along urban collector roads 44 (Lighthouse Drive and Prosperity Farms Road) shall provide 45 a minimum landscaped area of forty percent (40%) in the 46 required twenty-five-foot (25’) front yard setback. 47 Properties having an irregular lot shape, meaning a lot which 48 is not close to rectangular or square and in which the width 49 Page 8 of 10 of the property at the front property line is less than required 1 by the underlying zoning district, shall provide a minimum 2 landscaped area of twenty-five percent (25%) in the required 3 twenty-five-foot (25’) front yard setback. 4 5 3. A property owner who meets the overall minimum 6 landscaped area requirement set forth in subsection (1) 7 above and who does not meet the minimum landscaped area 8 requirement in the twenty-five-foot (25’) front yard setback 9 set forth in subsection (2) above may request a waiver of up 10 to five percent (5%) of the minimum required area by filing 11 a request with the Community Development Department. 12 The request shall be forwarded to the Planning Commission 13 for final action. A property owner seeking such a waiver 14 shall be required to demonstrate to the Planning Commission 15 that he or she has made a reasonable attempt to comply with 16 the required minimum landscaped area within the front yard 17 setback and has mitigated any deficiency through the 18 installation of enhanced landscaping materials, the use of 19 permeable hardscape materials or some other acceptable 20 means. 21 22 For the purposes of this subsection, the term minimum landscaped 23 area shall mean a pervious landscaped area unencumbered by 24 structures, buildings, paved parking lots, sidewalks, sports courts, 25 pools, decks, or any impervious surface. Landscape material shall 26 include, but not be limited to, grass, ground covers, bushes, shrubs, 27 hedges or similar plantings, or decorative rock or bark. No landscape 28 material shall be used for parking. However, pervious surfaces used 29 for the parking of recreational equipment in side and rear yards shall 30 be included in the calculation of the minimum landscaped area. 31 32 With respect to building permits for renovations of existing single-33 family dwellings, the minimum landscaped area standards shall 34 apply only to the extent that the proposed scope of work impacts the 35 applicable standard. 36 37 I K. Maximum driveway width in swale. The total width of driveways 38 from the edge of the public roadway to the abutting privately-owned 39 property shall not exceed a total of thirty-two feet (32’) in width at 40 the property line, excluding flares. For lots with ninety (90) or more 41 feet of public roadway frontage, the total width of driveways from 42 the edge of the public roadway to the abutting privately-owned 43 private shall not exceed a total of forty feet (40’) in width at the 44 property line, excluding flares. Each side of a flared driveway shall 45 be no more than three feet (3’) wider than the rest of the driveway. 46 47 Section 3. The Village Council hereby amends Article VII, “Nonconforming uses of land and 48 structures,” of Appendix C (Chapter 45), “Zoning,” of the Village Code of Ordinances by 49 Page 9 of 10 amending Section 45-64, “Nonconforming structures,” to read as follows (additional language is 1 underlined): 2 3 4 Sec. 45-64. Nonconforming structures. 5 6 (1) Where a lawful structure exists at the effective date of adoption or 7 amendment of this ordinance that could not be built under the terms 8 of this ordinance by reason of restrictions on area, lot coverage, 9 height, yards or other characteristics of the structure or its location 10 on the lot, such structure may be continued so long as it remains 11 otherwise lawful subject to the following provisions: 12 13 (1 a) No such structure may be enlarged or altered in a way which 14 increases its nonconformity, but any structure or portion 15 thereof may be altered to decrease its nonconformity; 16 17 (2 b) Should such structure be destroyed by any means to an 18 extent of more than fifty (50) percent of its replacement cost 19 at time of destruction, as determined by the village engineer 20 or village building official, it shall not be reconstructed 21 except in conformity with the provisions of this ordinance; 22 and 23 24 (3 c) Should such structure be moved for any reason for any 25 distance whatever, it shall thereafter conform to the 26 regulations of the district in which it is located after it is 27 moved;. 28 29 (4 2) The provisions set forth in subsection (a) above are subject to the 30 following exceptions: 31 32 (a) However, if If an existing structure was legally permitted on 33 its site prior to changes in the C-MU or C-NB zoning 34 districts in 2020 but could not be built under the standards in 35 the new district, that existing structure will continue to be 36 deemed a lawful structure and will not be subject to the 37 restrictions in paragraphs (1) and (2). Such structure may be 38 expanded laterally and/or vertically without complying with 39 all new requirements for building frontages, build-to zones, 40 and parking lot setbacks, provided the expansion brings the 41 structure considerably closer to the 2020 requirements than 42 the existing structure. 43 44 (b) In the event any residential structure is damaged or 45 destroyed by fire, flood, wind, explosion, act of God or act 46 of a public enemy to an extent of more than fifty (50) percent 47 of its replacement cost at the time of damage or destruction, 48 as determined by the village engineer or village building 49 Page 10 of 10 official, the structure shall be allowed to be replaced, 1 restored or reconstructed in accordance with all validly 2 issued permits and approvals subject to current building code 3 requirements. Any residential structure within a coastal high 4 hazard area or special flood hazard area shall comply with 5 the provisions of chapter 12.5 of the village code. Actual 6 construction to replace, restore or reconstruct the residential 7 structure shall be commenced within two (2) years from the 8 date of damage or destruction or said structure shall revert 9 back to nonconforming status and shall conform to all 10 requirements of this chapter. The property owner may file a 11 request with the board of adjustment for an additional one 12 (1) year extension prior to the expiration of the two (2) year 13 period. The decision of the board of adjustment on an 14 extension request shall be final, subject to judicial review set 15 forth in section 21-21(h) of this code. 16 17 Section 4. The provisions of this Ordinance shall become and be made a part of the Code of 18 the Village of North Palm Beach, Florida. 19 20 Section 5. If any section, paragraph, sentence, clause, phrase or word of this Ordinance is for 21 any reason held by a court of competent jurisdiction to be unconstitutional, inoperative or void, 22 such holding shall not affect the remainder of this Ordinance. 23 24 Section 6. All ordinances or parts of ordinances and resolutions or parts of resolutions in 25 conflict herewith are hereby repealed to the extent of such conflict. 26 27 Section 7. This Ordinance shall take effect immediately upon adoption. 28 29 PLACED ON FIRST READING THIS _____ DAY OF ________________, 2022. 30 31 PLACED ON SECOND, FINAL READING AND PASSED THIS _____ DAY OF ___________, 32 2022. 33 34 35 (Village Seal) 36 MAYOR 37 38 ATTEST: 39 40 41 VILLAGE CLERK 42 43 APPROVED AS TO FORM AND 44 LEGAL SUFFICIENCY: 45 46 47 VILLAGE ATTORNEY 48 VILLAGE OF NORTH PALM BEACH OFFICE OF THE VILLAGE CLERK TO: Honorable Mayor and Council THRU: Chuck Huff, Interim Village Manager FROM: Jessica Green, Village Clerk DATE: October 27, 2022 SUBJECT: RESOLUTION – Announcing the Village General Election on March 14, 2023 Section 10-3 of the Village Code of Ordinances (“Notice of general election”) provides as follows: “The village clerk shall cause to be published at least fifteen (15) days next preceding any general election, once, in a newspaper of general circulation in the village, a notice stating the date of such election, the offices to be filled, and the time and place where such election shall be held; and if there be one (1) or more propositions to be voted upon, state in substance the character of the propositions to be voted upon. In addition, such notice shall be given by posting a copy thereof in at least three (3) public and conspicuous places in the village, one (1) of which shall be the bulletin board in the village hall.” In accordance with Section 10-3, the Village Clerk will publish the required notice at least 15 days prior to the March 14, 2023 General Election. The Village Clerk also provides advance notice of the election through the Village Newsletter and website, and posts a notice on the bulletin boards at the Village Hall and two other Village-owned facilities. The attached Resolution: announces the March 14, 2023 Election; declares the offices to be filled; requests that the Palm Beach County Supervisor of Elections conduct the election; delegates certain duties to the Supervisor of Elections; and delegates all canvassing duties, as defined by Florida Statute and the Florida Administrative Code, to the County Canvassing Board composed of the Supervisor of Elections; a county court judge, who shall act as chair; and the chair of the Board of County Commissioners, or their respective alternates or substitutes. There is no immediate fiscal impact. The attached Resolution has been prepared and/or reviewed for legal sufficiency by the Village Attorney. Recommendation: Village Staff recommends Council consideration and approval of the attached Resolution announcing the General Election on March 14, 2023; declaring the offices to be filled; requesting that the Palm Beach County Supervisor of Elections conduct the election; delegating certain duties to the Supervisor; and providing for the delegation of all canvassing duties to the County Canvassing Board. RESOLUTION NO. 2022-___ A RESOLUTION OF THE VILLAGE COUNCIL OF THE VILLAGE OF NORTH PALM BEACH, FLORIDA, ANNOUNCING THE DATE OF THE VILLAGE GENERAL ELECTION AND RUN OFF ELECTION, IF NECESSARY; DESIGNATING VOTING LOCATIONS; REQUESTING THAT THE SUPERVISOR OF ELECTIONS CONDUCT THE ELECTION; AUTHORIZING THE SUPERVISOR OF ELECTIONS TO CERTIFY THE ACCURACY OF THE TABULATION EQUIPMENT AND HANDLE, CERTIFY AND CANVASS ALL BALLOTS, INCLUDING ABSENTEE BALLOTS; DESIGNATING THE CANVASSING BOARD; AND PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, the Village Charter provides for a General Election to be held on the second Tuesday in March, 2023; and WHEREAS, there are two offices to be filled at the General Election to be held in the Village on March 14, 2023; and WHEREAS, in accordance with the requirements of Chapter 83-498, Laws of Florida, the Florida Election Code and the Village Code of Ordinances, the Town Council wishes to: (1) formally announce the date of the General Election, the date of the Run-Off Election (if necessary) and the voting locations; (2) request that the Palm Beach County Supervisor of Elections conduct the election, certify the accuracy of the tabulation equipment, and handle, canvass, and certify all ballots, including absentee ballots; and (3) designate the Village’s canvassing board. 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 hereby ratified and incorporated herein. Section 2. The General Election for Village Councilmember Group 2 (two-year term) and Group 4 (two-year term) shall be held on Tuesday, March 14, 2023, with a Run-Off Election, if necessary, to be held on Tuesday, March 28, 2023. Section 3. The precincts for the Village General Election shall be the same as those designated by Palm Beach County. Section 4. The Village Council requests that the Palm Beach County Supervisor of Elections conduct the Village General Election, including the Run-Off Election, if necessary. The Supervisor of Elections shall conduct a Logic and Accuracy Test for the tabulation of all ballots, including absentee ballots, and the Village Clerk or her designee shall be present during such testing. Section 5. The Town Council authorizes the Palm Beach County Supervisor of Elections to distribute, canvass and certify all ballots for the Town General Election, including absentee ballots, in accordance with the Florida Election Code and the Town Code of Ordinances. The Town Council further delegates all canvassing duties, as defined by Florida Statute and the Florida Administrative Code, to the County Canvassing Board appointed by the Palm Beach County Commission and the Chief Judge of the Fifteenth Judicial Circuit and will be composed of the Supervisor of Elections; a county court judge, who shall act as chair; and the chair of the board of county commissioners, or their respective alternates or substitutes. Section 6. This Resolution shall become effective immediately upon adoption. PASSED AND ADOPTED this _____ day of ____________, 2022. ______________________________ MAYOR (Village Seal) ATTEST: ________________________________ VILLAGE CLERK VILLAGE OF NORTH PALM BEACH OFFICE OF THE VILLAGE CLERK TO: Honorable Mayor and Council THRU: Chuck Huff, Interim Village Manager FROM: Jessica Green, Village Clerk DATE: October 27, 2022 SUBJECT: RESOLUTION – Approval of Vote Processing Equipment Use and Elections Services Agreement with the Palm Beach County Supervisor of Elections Since 2009, each Palm Beach County municipality has entered into an annual agreement with the Palm Beach County Supervisor of Elections (SOE) to supply voting equipment and provide election services for municipal elections. This agreement details and allocates the duties, responsibilities, and fees associated with conducting municipal elections. At the Palm Beach County Municipal Clerks Association Elections Workshop Session on July 15, 2022, Wendy Link, Supervisor of Elections indicated that there would be an approximate increase of 33% in municipal elections costs for the 2023 Uniform Municipal Elections. An example of municipal election costs has been provided by the Supervisor of Elections based on municipal size. As of October 3, 2022, the Village has a total of 10,563 registered voters which falls in between the small and medium municipal sizes indicated in the Elections Cost Examples provided by the Supervisor of Elections. The following is an estimated cost for services provided by the Supervisor of Elections for the 2023 Uniform Municipal Election in the Village: SUPERVISOR OF ELECTIONS COSTS QTY UNIT COST TOTAL MUNICIPAL PACKAGE 1 7,195.66 7,195.66 PRECINCT SERVICES 13 596.24 7,751.12 VOTE-BY-MAIL BALLOTS Ballots Out (To 40% of Registered Voters) 4225 6.71 28,349.75 Ballots In 845 .60 507.00 REGULAR BALLOTS Onsite Support – Clear Ballot 3169 .20 633.80 Onsite Support – ES&S 3169 .20 633.80 STAFF TIME Accounting/Billing Flat Rate 1 141.36 141.36 TOTAL ESTIMATE $45,212.49 The cost for services provided by the SOE for the last Uniform Municipal Election held on March 8, 2022 was $32,932.74. The cost to the Village for services provided by the SOE for the March 14, 2023 election are estimated to increase by approximately $12,279.75. The attached Resolution and Agreement have been prepared/reviewed for legal sufficiency by the Village Attorney. Recommendation: Village Administration recommends Council consideration and adoption of the attached Resolution approving an Agreement for Vote Processing Equipment Use and Election Services with the Palm Beach County Supervisor of Elections and authorizing the Mayor and Village Clerk to execute the Agreement in accordance with Village policies and procedures. RESOLUTION 2022-__ A RESOLUTION OF THE VILLAGE COUNCIL OF THE VILLAGE OF NORTH PALM BEACH, FLORIDA, APPROVING AN AGREEMENT FOR VOTE PROCESSING EQUIPMENT USE AND ELECTIONS SERVICES WITH THE PALM BEACH COUNTY SUPERVISOR OF ELECTIONS AND AUTHORIZING THE MAYOR AND VILLAGE CLERK TO EXECUTE THE AGREEMENT; PROVIDING FOR CONFLICTS; AND PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, in 2009, the Palm Beach County League of Cities, through its Ad Hoc Committee on Municipal Elections, negotiated an agreement with the Palm Beach County Supervisor of Elections to detail and allocate the duties, responsibilities and fees associated with conducting municipal elections commencing with the 2010 municipal election; and WHEREAS, the Supervisor of Elections has presented the Village with a revised Agreement for Vote Processing Equipment Use and Election Services for the 2023 general election, and the Village Council determines that the approval of the Agreement is in the best interests of the residents and citizens of the Village of North Palm Beach. 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 Agreement for Vote Processing Equipment Use and Election Services with the Palm Beach County Supervisor of Elections, a copy of which is attached hereto and incorporated herein, and authorizes the Mayor and Village Clerk to execute the Agreement on behalf of the Village. Section 3. All resolutions or parts of resolutions in conflict with this Resolution are hereby repealed to the extent of such conflict. Section 4. This Resolution shall be effective immediately upon adoption. PASSED AND ADOPTED THIS 27TH DAY OF OCTOBER, 2022. (Village Seal) MAYOR ATTEST: VILLAGE CLERK 2023 MUNICIPAL ELECTION VOTE PROCESSING EQUIPMENT USE AND ELECTIONS SERVICES AGREEMENT This Vote Processing Equipment Use and Elections Services Agreement (hereinafter referred to as the “Agreement”) is hereby entered into by and between the Palm Beach County Supervisor of Elections Office (hereinafter referred to as “SOE”) and the Village of North Palm Beach, Florida (hereinafter referred to as “MUNICIPALITY”). WITNESSETH: WHEREAS, pursuant to Section 101.34, Florida Statutes, SOE is the legal custodian of certified vote processing equipment owned by Palm Beach County, Florida, and is hereby charged with the responsibility for custody and maintenance of said equipment; and, WHEREAS, MUNICIPALITY desires, or is otherwise statutorily obligated, to conduct an election that requires the use of vote processing equipment to count ballots; and, WHEREAS, all vote processing equipment requires specially trained and knowledgeable individuals to program, operate and maintain said equipment; and, WHEREAS, the Palm Beach County Board of County Commissioners has authorized SOE to provide any necessary terms and conditions for the use of such voting equipment; and, WHEREAS, SOE can provide the necessary personnel to program, operate and maintain said equipment; and, WHEREAS, MUNICIPALITY hereby acknowledges full responsibility for all applicable requirements under the Florida Election Code and any provision of the City Charter or municipal ordinances which may not be addressed or included in this Agreement. NOW THEREFORE, in consideration of the premises and of the mutual promises, terms and conditions stated herein, SOE and MUNICIPALITY agree as follows: ARTICLE 1 – RECITALS The above recitals are true and correct and incorporated herein. ARTICLE 2 – AGREEMENT SOE shall provide MUNICIPALITY such necessary vote processing equipment and election services according to the terms and conditions stated in this Agreement, for the purposes of conducting a Municipal Election to be held on March 14, 2023, and a Run-Off Election, if necessary, along with the necessary vote processing equipment and election services to facilitate any early voting sites, polling locations and polling places as may be necessary and agreed upon by the parties. ARTICLE 3 – OPERATION AND PROGRAMMING SERVICES 3.1 Municipal Services. For each election, MUNICIPALITY shall pay SOE for election operations. 3.2 Vote-By-Mail Ballots. MUNICIPALITY shall pay SOE for vote-by-mail operations and materials. 3.3 Repairs. For any election, all maintenance, repairs or other troubleshooting services for vote processing equipment, including any tabulators, check-in devices, and other voting equipment, will be performed exclusively by SOE and such services are included in all stated charges. However, SOE does reserve the right to seek reimbursement from MUNICIPALITY for any repairs or maintenance caused by any neglect or unauthorized acts by any employee or representative of MUNICIPALITY. ARTICLE 4 – OTHER ELECTION CHARGES 4.1 Precinct Services. For each election, MUNICIPALITY shall pay SOE for precinct preparation and poll worker training. 4.2 Other. For each election and upon proper notice to MUNICIPALITY, MUNICIPALITY shall pay SOE for any other election services not contemplated herein which may be needed to conduct an orderly election. ARTICLE 5 – TERM For each election, the terms of this Agreement begin with ballot layout and conclude when ballots have been processed, election results have been certified, all vote processing equipment has been returned to the SOE’s warehouse and an audit, if applicable, has been completed. In the event of an election contest or challenge, SOE agrees to cooperate in providing any public records which the SOE maintains or otherwise controls. ARTICLE 6 – APPLICABLE REQUIREMENTS OF FLORIDA’S ELECTION CODE MUNICIPALITY shall properly call the election in accordance with any Florida Statutes, applicable charter provisions or city ordinances. MUNICIPALITY agrees that the Municipal Clerk is responsible for the conduct of the city’s elections and for ensuring compliance with all applicable Florida Statutes, including the Florida Election Code and any municipal charter provisions and ordinances. Any obligations or duties not set forth in this Agreement shall be the sole responsibility of MUNICIPALITY. ARTICLE 7 – NOTICE AND ADVERTISEMENT OF ELECTIONS 7.1 Uniform Municipal Election. MUNICIPALITY shall prepare and arrange for publication of all legal advertising required by state and federal statutes, city charter and city ordinances, unless MUNICIPALITY has already coordinated publication with SOE. MUNICIPALITY agrees that all advertisements of elections conducted in Palm Beach County shall be published in both English and Spanish and that MUNICIPALITY shall be responsible for the accurate and complete translation of any such notices. SOE shall, if available, provide samples of required advertising upon request. SOE may also coordinate with MUNICIPALITY to translate and publish notices on behalf of MUNICIPALITY. MUNICIPALITY is responsible for the cost of translation and publication of required notices. 7.2 Run-Off Election. In the event of a run-off election, MUNICIPALITY shall prepare and arrange for publication of all legal advertising required by state and federal statutes, city charter and city ordinances. MUNICIPALITY agrees that all advertisements of elections conducted in Palm Beach County shall be published in both English and Spanish and that MUNICIPALITY shall be responsible for the accurate and complete translation of any such not ices. SOE shall, if available, provide samples of required advertising upon request. ARTICLE 8 – QUALIFYING OF CANDIDATES MUNICIPALITY is the qualifying officer for all municipal candidates and is therefore responsible for all associated duties including collecting petitions, collecting filing fees, and posting notices or advertisements required by municipal charters/ordinances not already required by statute. MUNICIPALITY may provide qualifying packets to candidates. MUNICIPALITY shall accept and process all qualifying papers and fees. For audio ballots, MUNICIPALITY shall collect pronunciation guides from candidates at the time of qualifying and shall submit them to SOE at the close of qualifying. If petitions are part of qualifying process, MUNICIPALITY shall pay SOE Ten Cents ($.10) per name, or such other amount as determined per Florida Statutes or the Florida Administrative Code, checked to verify any signatures on qualifying petitions. SOE agrees to verify any signatures for any qualifying petitions timely submitted by MUNICIPALITY in the order such petitions are received. SOE is responsible for verifying petition signatures once MUNICIPALITY has delivered them off to SOE’s Main Office, certifying the total number of valid signatures, and returning the petitions to the clerk, who will determine whether the total number of valid signatures is sufficient for the candidate to qualify, and posting legal notices required by Florida Law. In no event shall SOE issue any recommendations or make any legal determinations as to the qualifications of eligibility of any candidate for municipal office. ARTICLE 9 – PRINTING OF BALLOTS AND BALLOT SERVICES 9.1 Uniform Municipal Election. MUNICIPALITY shall furnish, immediately upon the conclusion of the qualifying period, and at least ninety-five (95) days before Election Day, all ballot information in English, including the name of the candidates as they are to appear on the ballot, the name of MUNICIPALITY, the name of the election, the title of office or referendum title, explanation, and questions. SOE reserves the right to not administer a municipal election if MUNICIPALITY does not provide all ballot information by the 95-day deadline SOE agrees to provide the layout of the ballot(s) based on the information furnished by MUNICIPALITY and deliver ballot layout to the approved printer. Both SOE and MUNICIPALITY must sign off on ballot proof(s) prior to finalizing. MUNICIPALITY shall confirm the number of ballots needed. SOE shall place an order for sufficient quantity of Election Day ballots with a third-party printer as selected exclusively by SOE. SOE will provide all necessary translations of ballots, in accordance with Section 203 of the Voting Rights Act, as well as Creole translations for the ExpressVote machine. MUNICIPALITY shall be responsible for all translation costs. The SOE will be responsible for layout out and ordering test ballots. Once test ballots are received from the printer, SOE will test all vote processing equipment in accordance with the standards established by the Florida Division of Elections and any applicable Florida Statutes. Upon receipt of the printed ballots from the printer, SOE shall receive, securely store, and account for all ballots until disbursed to poll workers. SOE shall also control and limit all access to un-voted ballots while in possession of SOE. The SOE will be responsible for delivery of Early Voting and Election Day ballots to polling locations, as well as Mailing Vote-By-Mail ballots to voters with valid requests on file. 9.2 Run-Off Election. In the event of a run-off election, MUNICIPALITY will be responsible for providing all information stated in 9.1. MUNICIPALITY must approve ballot content and layout prior to printing. MUNICIPALITY will be responsible for reimbursing SOE for any costs incurred. ARTICLE 10 – POLL WORKERS 10.1 Selection and Training of Poll Workers. SOE will hire and train all poll workers in accordance with the Florida Election Code and other guidelines, procedures or regulations as followed or adopted for the conduct of elections in Palm Beach County. The clerk for MUNICIPALITY, or a representative, shall be in attendance for poll worker training sessions. Poll workers shall undergo job specific training and complete required number of training hours as specified by SOE poll worker department management. All necessary supplies and ballots will be provided by SOE and stored in precinct cabinets or transported in poll worker clerk bags. 10.2 Uniform Municipal Election. MUNICIPALITY shall pay poll workers directly for their services. 10.3 Run-Off Election. In the event of a run-off election, MUNICIPALITY shall pay poll workers directly for their services. 10.4 Uniform Municipal Election in Conjunction with County-Wide Election. SOE shall pay poll workers directly for their services. (Most likely to occur every four years during a March Presidential Preference Primary but may apply in similar instances in which a county-wide election occurs, upon which municipalities choose to “piggyback.”) ARTICLE 11 – SELECTION OF POLLING PLACES MUNICIPALITY is ultimately responsible for securing its own ADA-compliant polling location(s) for stand-alone municipal elections. If MUNICIPALITY is having an election in conjunction with a county or state-wide election, SOE will secure all polling locations. Upon request, SOE will provide MUNICIPALITY with the list of the polling locations that are currently assigned to MUNICIPALITY’S precincts. MUNICIPALITIES are encouraged to use the same polling locations for stand-alone municipal elections as the SOE does for county-wide elections, to avoid voter confusion and unnecessary expense. If a different location is used, SOE must be informed at least sixty (60) days in advance of Election Day and a Department of Justice survey must be performed. MUNICIPALITY will be responsible for all costs incurred with Polling Place changes, including the mailing of Polling Place change notices to voters. MUNICIPALITY is responsible for coordinating Monday (the day before Election Day) set-up and 5:30 a.m. access on Election Day. ARTICLE 12 - POLL WATCHERS 12.1 Standalone, Uniform, or Runoff Municipal Election. MUNICIPALITY is responsible for collecting the Designation of Poll Watchers form and submitting it to SOE for processing. SOE will make the required identification badges and provide them to MUNICIPALITY. MUNICIPALITY will be responsible for all costs associated with the preparation of the badges. MUNICIPALITY will create a master poll watcher list to be supplied to their poll workers on Election Day. 12.2 Uniform Municipal Election in Conjunction with County-Wide Election. MUNICIPALITY is responsible for collecting the Designation of Poll Watchers form and submitting it to SOE, for those poll watchers specific to a municipal race or question. SOE will be responsible for collecting Designation forms for county-wide or multi-municipality races or initiatives. SOE will create a master poll watcher list to be supplied to their poll workers on Election Day. MUNICIPALITY may be responsible for costs associated with the preparation of municipal race or initiative petition poll watcher badges. ARTICLE 13 – SAMPLE BALLOTS 13.1 Uniform Municipal Election. MUNICIPALITY shall review the sample ballot(s) and confirm the accuracy of the election date, office, candidate name(s), polling locations, polling places and all other information contained therein. At MUNICIPALITY’S option and expense, SOE shall coordinate the mailing of the sample ballots to all registered voters in the municipality prior to the election. 13.2 Run-Off Election. In the event of a run-off election, SOE shall not create or mail sample ballots. ARTICLE 14 – TRANSPORTATION OF ELECTIONS EQUIPMENT AND SUPPLIES 14.1 Uniform Municipal Election. SOE will be responsible for delivery and pick up of any vote processing equipment. Election equipment will be delivered by SOE, or a third-party representative of SOE on an agreed upon date, up to eight (8) days prior to the election. SOE, or a third-party representative of SOE, will pick up voting equipment on an agreed upon date. SOE shall have full discretion and authority to hire and employ any outside third parties to assist with or perform delivery and pick up of voting equipment. MUNICIPALITY shall coordinate with Voting Equipment Center manager (Hector Lugo) and Polling Location(s) regarding delivery and security of voting equipment. 14.2 Run-Off Election. SOE will maintain responsibility for transportation of equipment and suppli es as stated in 14.1. MUNICIPALITY shall reimburse SOE for any and all costs incurred for equipment delivery and pickup. 14.3 MUNICIPALITY is not permitted to deliver any election equipment. ARTICLE 15 – LOCATION AND STORAGE OF VOTING EQUIPMENT All voting equipment shall be stored, maintained, and located in a well-protected, secure, temperature-controlled, indoor room or facility. Once the voting equipment is delivered to a voting site, no equipment shall be relocated without the prior written approval of SOE. ARTICLE 16 – CANVASSING OF ELECTION RESULTS 16.1 Canvassing Board Duties. At least one member of the Canvassing Board must be present at the Logic and Accuracy Testing, though all three must certify the accuracy of the testing. A member of the Canvassing Board must be present at all times ballots are being processed; that is, when ballots are being opened, duplicated, and tabulated. A majority of the Canvassing Board must be present during any Canvassing procedure which requires a vote. The Canvassing Board must be present at the Voting Equipment Center until all ballots have been collected and canvassed on Election Night. A majority of the Canvassing Board must certify the results of the election, though three signatures is preferable. The Supervisor and SOE staff will ascertain the results and provide them to the Canvassing Board for certification. At least three members must be present for a recount if one is necessary. A majority of the Canvassing Board must be present at all times during the post - election Audit. The SOE staff will complete the Audit process. 16.2 County Canvassing Board. If MUNICIPALITY is using the County Canvassing Board (as defined by Section 101.141, Florida Statutes), SOE shall schedule and coordinate the date(s) on which the Canvassing Board is to assemble to canvass the election. SOE shall notice and advertise, as needed, the dates of any canvassing board meetings. MUNICIPALITY must utilize the County Canvassing Board in the event of a county-wide election or an election which encompasses more than one municipality (i.e., Congressional elections, etc.). 16.3 Municipal Canvassing Board. If MUNICIPALITY is using its own, separate Canvassing Board, MUNICIPALITY shall coordinate with SOE and schedule the date(s) on which MUNICIPALITY’S Canvassing Board is to assemble to canvass the results of the election. Supervisor of Elections will not be a member of the MUNICIPALITY’S Canvassing Board. The Supervisor of Elections may be a substitute member. MUNICIPALITY shall notice and advertise in both English and Spanish, as needed, the dates of any Canvassing Board meetings. MUNICIPALITY shall convene the Canvassing Board to determine which voted ballots are to be tabulated. MUNICIPALITY shall provide for collection of results from each precinct. ARTICLE 17 – AUDITS MUNICIPALITY agrees to pay SOE for any additional costs as may be necessary, including overtime expenses, for conducting an audit, if necessary. ARTICLE 18 – POST-ELECTION RECORDS RETENTION SOE shall process affirmation forms and sort, inventory, and pack all election materials for pickup by SOE for retention and disposition. SOE shall store or cause to be stored all necessary election records and ballots until expiration of retention period as prescribed by applicable Florida Statutes and Rules. The MUNICIPALITY is responsible for maintaining candidate qualifying documents and certified results in accordance with Florida Law. ARTICLE 19 – VOTER HISTORY MUNICIPALITY and SOE will make mutually acceptable arrangements for recording and maintaining voter history. MUNICIPALITY is responsible for determining whether voters are eligible electors, pursuant to municipal charters and ordinances. ARTICLE 20 – OTHER NECESSARY COSTS Any additional costs or fees that may be incurred by SOE in compliance with the Florida Election Code and as a direct result of a municipal election, that are not specified in this Agreement, shall be paid for by MUNICIPALITY at rates and fees as established by SOE. Examples of such additional costs or reimbursements include, but are not limited to, the following: A. Recounts. Any expenditure for conducting a recount, including any overtime expenses for reprogramming voting equipment, and other expenses as may be necessary to conduct a recount; and, B. Attorneys’ Fees and Costs. Actual attorneys’ fees and costs incurred by SOE for research or representation on any election-related matter shall be invoiced by SOE for reimbursement by MUNICIPALITY. ARTICLE 21 – HOLD HARMLESS COVENANT To the extent permitted by law, MUNICIPALITY shall at all times hereafter indemnify, hold harmless and, at SOE’s option, defend or pay for an attorney selected by SOE to defend SOE, its officers, agents and employees against any and all claims, damages, injuries, losses, liabilities and expenditures of any kind, including attorneys’ fees, court costs and expenses, including but not limited to, administrative challenges, civil suits or other legal challenges or appeals that may arise from the contest of election results or the validation of any candidate qualifications, arising out of or resulting from the negligence of the MUNICIPALITY, or its employees acting within the course and scope of their employment in the performance of this Agreement. The foregoing indemnification shall not constitute a waiver of sovereign immunity beyond the waiver or limits set forth at Sec. 768.28, Florida Statutes. In no case shall such limits for SOE or MUNICIPALITY extend beyond $200,000 for any one person or beyond $300,000 for any judgment which, when totaled with all other judgments, arises out of the same incident or occurrence. Furthermore, nothing herein shall be construed as consent by MUNICIPALITY or the SOE, as a state agency or subdivision of the State of Florida, to be sued by third parties in any matter arising out of any contract. These provisions shall not be construed to constitute agreement by either party to ind emnify the other for such others’ negligent, willful, or intentional acts or omissions. ARTICLE 22 – ENTIRETY AND AMENDMENTS The Agreement embodies this entire agreement between SOE and MUNICIPALITY and supersedes all prior agreements and understandings relating to the conduct of elections. No modification, amendment or alteration to this Agreement shall be effective of binding unless submitted in writing and executed by the duly authorized representatives of both SOE and MUNICIPALITY. ARTICLE 23 – EFFECTIVE DATE The effective date of this Agreement shall be the latest date of execution by duly authorized representatives of SOE and MUNICIPALITY as shown on the signature page hereto. IN WITNESS WHEREOF, we, the undersigned, do hereby state that we have the authority to bind and obligate as promised herein, SOE and MUNICIPALITY for purposes of executing this agreement on the dates set forth below. SUPERVISOR OF ELECTIONS: ____________________________________ Signature Wendy Sartory Link Name (Printed or Typed) Palm Beach County Supervisor of Elections Title Date MUNICIPALITY: Signature Deborah Searcy Name (Printed or Typed) Mayor Title Date Municipal Election Cost Examples Uniform Municipal Election (not in a Presidential Election Year) 2023 EXAMPLES -Calculator- Municipal Size: Small Medium Large # of Precincts 4 17 47 # of Registered Voters 2,000 25,000 45,000 Estimated Voter Turnout %20% 20% 20% Estim. # of Voters Actually Voting 400 5,000 9,000 Estim. # of Vote By Mail Ballots Sent Out (40% of # Registered)800 10,000 18,000 Estim. # of Vote By Mail Ballots In (40% of # Actually Voting)160 2,000 3,600 Estim. # of Regular Ballots (60% of # Registered)1,200 15,000 27,000 # of Poll Worker Training Locations 1 3 5 Staff Time Multiple 1 2 3 Municipal Size: Unit Cost Small Medium Large Muni Package Flat Rate (Uniform Election) *$7,195.66 $7,195.66 $7,195.66 $7,195.66 Precinct Services $596.24 $2,384.95 $10,136.02 $28,023.11 Vote-By-Mail Ballots Ballots Out $6.71 $5,369.55 $67,119.42 $120,814.95 Ballots In $0.60 $96.00 $1,200.00 $2,160.00 Regular Ballots Onsite Support -- ClearBallot $0.20 $240.00 $3,000.00 $5,400.00 Onsite Support -- ES&S $0.20 $240.00 $3,000.00 $5,400.00 Staff Time Acctg/Billing (flat rate)$141.36 $141.36 $141.36 $141.36 TOTAL ESTIMATE *$15,667.52 $91,792.46 $169,135.08 VILLAGE OF NORTH PALM BEACH FIRE RESCUE TO: Honorable Mayor and Council THRU: Chuck Huff, Interim Village Manager FROM: J.D. Armstrong, Fire Chief DATE: October 27, 2022 SUBJECT: RESOLUTION – Approving the purchase of Firefighter Protective Clothing During the Fiscal Year 2022-2023 budgetary process, the Fire Rescue Department requested the replacement of eight (8) sets of firefighter protective clothing (bunker gear) as replacement sets for our career firefighters. These funds were approved and allocated to the Fire Rescue Operating Budget – Account Number A5812-35294 (Fire Rescue – Uniforms & Shoes). After research and testing, Fire Rescue determined that Globe fire protective clothing (bunker gear) best meets the needs of the Department. Fire Rescue is now requesting to purchase the eight (8) sets of approved bunker gear from Bennet Fire Products Company, Inc. pursuant to an existing Lake County contract at a total cost of $28,090.08. Included is a second quote for pricing reference. As this purchase exceeds $25,000.00 and is less than $50,000, the Village’s purchasing policies and procedures require approval by the Village Council on the consent agenda. There are adequate funds in the budget to cover the purchase. This is not a capital purchase, does not use CIP funds and does not require a budget amendment. Net Decrease in General Fund as follows: Department Account Number Account Description Amount Fire Rescue A5812-35294 Fire Rescue – Uniforms & Shoes $28,090.08 Contact person: J.D. Armstrong, Fire Chief The attached Resolution has been prepared and/or reviewed for legal sufficiency by the Village Attorney. Recommendation: Village Staff requests Council consideration and approval of the attached Resolution approving the purchase of eight (8) sets of bunker gear from Bennett Fire Products Company, Inc. pursuant to pricing established in an existing Lake County Contract at a total cost of $28,090.08, with funds expended from Account No. A5812-35294 (Fire Rescue – Uniforms & Shoes), in accordance with Village policies and procedures. RESOLUTION 2022- A RESOLUTION OF THE VILLAGE COUNCIL OF THE VILLAGE OF NORTH PALM BEACH, FLORIDA APPROVING AND AUTHORIZING THE PURCHASE OF FIREFIGHTER PROTECTIVE CLOTHING (BUNKER GEAR) FROM BENNETT FIRE PRODUCTS COMPANY, INC. PURSUANT TO PRICING ESTABLISHED IN AN EXISTING LAKE COUNTY CONTRACT; AND PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, the Village Fire Rescue Department is requesting the purchase of eight (8) sets of firefighter protective clothing (bunker gear) gear utilizing budgeted and available funds; and WHEREAS, Village Staff is recommending the purchase of Globe bunker gear from Bennett Fire Products Company, Inc. pursuant to pricing established in an existing Lake County Contract; and WHEREAS, Village’s purchasing regulations require Village Council approval for purchases in excess of $25,000; and WHEREAS, the Village Council determines that the adoption of this Resolution 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 eight (8) sets of Globe bunker gear from Bennett Fire Products Company, Inc. pursuant to pricing established in an existing Lake County Contract at a total cost of $28,090.08, with funds expended from Account No. A5812- 35294 (Fire Rescue – Uniforms & Shoes). Section 3. This Resolution shall take effect immediately upon its adoption. PASSED AND ADOPTED THIS ____DAY OF ____________, 2022. (Village Seal) MAYOR ATTEST: VILLAGE CLERK E QUOTATION Bennett Fire Products Co., Inc. October 3, 2022 Chief Scott Freseman North Palm Beach Fire Rescue 560 US Highway 1 North Palm Beach, FL 33408 This price quote is valid until December 31st, 2022. Discounts in reference to Lake County, FL Contract 22-730B, expires July 31st, 2022, Contract may be viewed in its entirety at www.lakecountyfl.gov. To find information regarding this contract, follow the instructions below. Globe G-Xcel Jacket per NPB specifications Retail Price - $3,459.11 per jacket Lake County Price (44% discount) - $1,937.11 per jacket NPB Price - $1,902.52 each Globe GPS Trousers and Suspenders per NPB specifications Retail Price - $2,924.97 per trouser Lake County Price (44% discount) - $1,637.99 per trouser NPB Price - $1,608.74 each Globe 14” Shadow Leather Firefighter Boots Retail Price - $769.00 per pair Lake County Price (31% discount) - $530.61 per pair NPB Price - $530.60 per pair PGI BarriAire Gold Particulate Blocking Hood - Complete Retail Price - $123.53 each Lake County Price (2% discount) - $121.06 each NPB Price - $99.00 each Firecraft P5000 Leather Gloves Retail Price - $107.00 per pair Lake County Price (10% discount) - $96.30 per pair NPB Price - $96.30 per pair Cairns/MSA 880 Helmet per NPB Custom Specifications (CTRD-51121122100) Retail Price - $544.00 each Lake County Price (25% discount) - $408.00 each NPB Price - $408.00 each Cairns/MSA Invader 664 Helmet per NPB Custom Specifications (CMOD-A1121221100) Retail Price - $433.00 each Lake County Price (25% discount) - $324.75 each NPB Price - $324.75 each FOB North Palm Beach, FL Prices include shipping charges Terms: net 30 days, payment by check only with Lake County extended discount provided Delivery: Subject to manufacturer lead times for Globe gear, 45-60 days for Cairns/MSA, 30 days for all other items at time of quotation- after receipt of order Thanks for giving us the opportunity to serve you! Josh Vandegrift, 404-747-2868, jvandegrift.bennettfire@gmail.com Bennett Fire Products Co., Inc. P.O. Box 2458 Woodstock, GA 30188 www.bennettfireproducts.com Instructions for downloading Lake County/Bennett Fire Products Company contract information: Visit the website www.lakecountyfl.gov. 1. View the left hand column, click on “Doing Business with Lake County”. 2. View the left hand column, click on “View Term and Supplier Agreements”. 3. Under the Search for Contracts space, type Bennett Fire 4. Contract 17-0606 will appear and the full contract or parts can be downloaded. If you have trouble finding the information you need regarding this contract, or if you need additional information, please contact Danny Bennett at bennettfire@att.net or 770/402-9910. TEN-8 FIRE & SAFETY, LLC QUOTATION 2904 59TH AVENUE DRIVE EAST BRADENTON, FL 34203 USA Phone: 800-228-8368 Fax: 941-756-2598 Document Date Page Customer No.Federal Tax ID - Business Partner PO Number Delivery Address 1/1 C00716 10/06/22 858012846341C-6 Amended Quote Number 231002335 Sell To: Higgins, Mark P Sales Employee mhiggins@ten8fire.com Email NORTH PALM BEACH FIRE DEPT. 560 U.S. Highway 1 NORTH PALM BEACH FL 33408 USA NORTH PALM BEACH FIRE DEPT. 560 U.S. HIGHWAY 1 NORTH PALM BEACH FL 33408-4906 USA EmailDocument Owner Higgins, Mark P mhiggins@ten8fire.com Description Quantity UoM Price TotalDisc. %Vendor EA 2,034.48 2,034.48G-XCEL COAT 1G-XCEL 0.00GLOBE MANUFACTURING •Outer Shell: PBI Max – Gold •Thermal Liner: GLIDE™ ICE PBI® G2 •Moisture Barrier: Stedair Gold •Trim Package: High Visibility II - 3" Triple Trim Red/Orange LIST $3,722.67 LESS 44% = $2084.70 EA 1,622.93 1,622.93OUT SHELL,CALDURA ELITE 1GLOBE GPS PANT SYSTEM GOLD 0.00GLOBE MANUFACTURING •Outer Shell: PBI Max – Gold •Thermal Liner: GLIDE™ ICE PBI® G2 •Moisture Barrier: Stedair Gold •Trim Package: 3" Around the Cuff - Triple Trim - Red/Orange LIST $2,969.62 LESS 44% = $1,662.99 0.00 0.00FREIGHT CHARGE - INCLUDED PER LLC 1FRGT01 0.00 PRICED PER LAKE COUNTY CONTRACT #22-730K, EXPIRES 7/31/2023 Subtotal:$ 3,657.41 Total Before Tax:$ 3,657.41 Total Tax Amount:$ 0.00 Total Amount:$ 3,657.41 Valid Until: 12/31/2022 All returns must be initiated within 30 days of receipt of product and will be charged a restocking fee. Contact your sales representative to receive a Return Materials Authorization (RMA). Special order parts are not returnable. Full terms and conditions for returns can be found on our website at https://ten8fire.com/return-policy/ Village of North Palm Beach Recreation Advisory Board Minutes September 13, 2022 at 7:00 p.m. Anchorage Park Chairman Bob Bell (X) Vice Chair Don Grill (X) Member Maria Cassidy (X) Member Paul Beach (X) Member Stephen Heiman (X) Member Rita Budnyk (X) Member Mia St John ( ) Recreation Stephen Poh ( ) Council Rep. _______________ ( ) Leisure Services Zak Sherman (X) Call to Order: Bob Bell called meeting to order at 7:00 pm. Roll Call: All members present except Mia St. John. She let Zak know ahead of time that she wouldn’t be able to join. Council Member David Norris texted Chairman Bell that he had a work conflict and was unable to attend. Approval of Minutes: August Minutes were unanimously approved on motion by Don Grill; seconded by Rita Budnyk. Public Comment: Chris Ryder, 118 Dory Rd., NPB, commented that (1) the Village should consider raising and extending the berm at Lakeside Park to combat rising sea levels, storm surges, and to general protect against flooding and rising waters. This would help to create a continuous barrier against flooding. (2) Regarding the marina-storage project at Anchorage Park, more financial information is needed from the developer/contractor, along with a cost comparison for a geo-grid surface versus other options. He also noted that after reviewing August Meeting Minutes that the project has been pushed/scaled back so his point is probably moot at this time. (3) He believes, after listening to the audio, that the Environmental Committee did not support the planting of mangroves at Anchorage Park, and would like the Rec. Board minutes amended to reflect that. He was not sure of the date of the Environmental Committee meeting where mangroves were discussed. (4) Regarding the plan to bury utility lines at Anchorage Park, he asked that the Village be sure to look into the grading issues before such a project moves forward. This comment was made later during the Director’s Report presentation. Zak Sherman responded to comment (3), stating that he contacted Karen Marcus and Mary Phillips of the Environmental Committee and the Committee does generally support the planting of mangroves at Anchorage. Zak acknowledged they had concerns over the plantings, but that they generally did not mind mangroves being planted in northern area of park. Directors Report: Zak Sherman presented and discussed the Director’s Report, dated September 13, 2022, which are made a part of these minutes. In addition to the details found in the Report, Zak Sherman stated – Lakeside Park: Split Rail Fence – This will help against persons riding their golf carts and other vehicles through residents’ properties/yards adjacent to the park. Sunscreen Stations – Bob Bell asked “Who maintains?” Zak Sherman answered “the Richard David Kahn Foundation maintains, and the Village lets them know when needed.” Anchorage Park: New Playground – Curbing for an estimated cost of $11,500.00 to be added to the playground area. This would still be under budget. Also looking at adding another piece of playground equipment called the “Spin Orbit.” The cost of the Spin Orbit is estimated at $30,000.00, but there is a possibility that a resident may donate the funds needed to purchase the Spin Orbit. When completed, the new playground will be “a ½ million dollar playground.” 😊 Dry Storage – With the original plans being pushed back timewise, the goal is to repair/maintain and reconfigure the chain link fence, at a significantly reduced cost to the Village, to create one storage area in the north side enclosure, and to allow more trailer parking area where the south storage area currently sits. The existing walking path will not be removed. There will be space for a hedge between the trail and fence. Also, working with FPL and researching on the burying of the utility lines, which is estimated to cost $30,000 to $40,000, and take approximately 6 months. Zak talked about how we have money in the budget to fix up the current storage yard. Charles Isiminger’s company will be performing a sea grass study near the boat ramp. The Village is moving forward with plans to repair and improve the ramp. Kudos to Becky Ring who worked very hard on inputting all the information from the existing Dry/Wet storage Waitlists into the new computer software for online registration moving forward. Asking for the insurance Declaration page from boat/RV owners has been going fairly smoothly. Palm Beach Crew – PBC can now start looking for appropriate fencing for its new storage area near between the Dog Park and tennis courts. This will free up space in the dry storage area. Paul Beach asked about running water to fishing piers and adding cutting boards. Zak said staff is looking into it and wants to do something in new budget year, along with fixing up the kayak launch area. Osborne Park: Garden Board – Staff had a discussion with the Garden Club regarding the removal of weeds/debris, and where to place for proper disposal and pick-up by NPB Sanitation. There are plans for the building of a chickee at the Park. Community Center: Reported two instances of graffiti inside restrooms at concession stand. NEW BUSINESS: Fall Events: There are a variety of upcoming Fall Events. Information regarding these events may be found online at the Village’s official site. The Village Staff is coming up with new ideas in an effort to counter the difficulty in having food trucks at Village events. Discussed Cornhole tournament, touch- a-truck, links 5k, and haunted house. The pirate-themed plans for the October 29 Haunted House at Anchorage Park are already in the works. The haunted journey will end in the “bowl” with a carnival, costume contest, and a variety of other Halloween themed events. OLD BUSINESS: Updated Marina & Boat/RV Storage webpage Waitlist software is live! Zak Sherman gave a visual/screen presentation of the new software program that will be used moving forward for boat/RV owners to register to be on the dry storage Waitlist. There is a delete option for the staff, but a reason must be given before a person is deleted from the list. The staff will contact wait-listers once a year, and at that time, a wait-lister may remove himself or herself from a list. When a resident/user logs in, he/she will see his/her detailed information. No other resident user will see the detailed information. The Wait Lists will be available online. Stephen Heiman asked “Will contact information (of wait-listers) also be confirmed annually?” Zak Sherman responded, “Yes.” Moving forward, a person may only register for one dry spot and one wet slip. Again, kudos to Beck Ring, and staff, for all their hard work in inputting the information for the new software. MEMBER COMMENTS: None ADJOURNMENT: Chairman Bell made a motion to adjourn; Stephen Heiman seconded. All members were in favor. Meeting adjourned at 7:40pm. Village of North Palm Beach Leisure Services TO: Recreation Advisory Board FROM: Zakariya M. Sherman, Director of Leisure Services DATE: September 13, 2022 SUBJECT: Director’s Report Lakeside Park:  Split rail fence o Fencing has been completed in all areas except near Dr. Higgins’ house, 3 sections in parking lot (that was hit by a vehicle), and new golf cart parking area.  Golf Cart o Estimated delivery is still October.  Front gate o Still waiting on quote for front automatic gate.  Signage o Replacing signage to make it consistent.  Walkovers o Boards on both walkovers have been replaced.  Sun screen stands o Free sun screen stands at lakeside gazebo courtesy Richard David Kann Foundation; we can remove them anytime if needed. Anchorage Park:  New Playground o Estimated delivery/installation date is still November.  Dry Storage o Working with Engenuity on plan to underground overhead lines, replace fence, and put in landscaping.  Split Rail fence o Plan to install new fencing from new bollard to volleyball courts on north side  Signage o Stephen cleaned up main sign out front of Anchorage building. It had been discolored from the sprinklers. o Adding new signage at volleyball courts; old signs removed.  Waitlist software o Becky finished transferring all data from Excel sheets to online program; library manager Julie Morrell double-checked all entries for correctness. o Marina webpage has been updated; new waitlist form is live. o A pdf of the waitlist is still being posted as well. The only difference is that we uploaded a single file that includes all the lists. Our waitlist software generates this for us in only a couple clicks, so it’s very easy to produce a full list. o Procedures:  When folks sign up for a list, Becky will get an email alerting her.  She will then verify residency using info provided. If she needs more info, she will contact the person who signed up.  Although the new rules state a person can only sign up for 1 dry and 1 wet, we have no way to automatically prevent people from signing up for all the dry lists. If that happens, Becky will call the person to explain the rules and ask them which dry list they really want to be on. If she cannot get ahold of them in a reasonable amount of time, she will delete the person from all dry lists except the one they signed up for first. o Other details:  The software saves a record of anyone who gets deleted.  Every time a person moves up a spot, they will get an email alerting them.  If any new wrinkle pops up as we go along, we’ll addresses them as soon as they arise.  Also, the wet slip prices listed include tax and are the prices that will be effective October 1.  Sun screen stands o Free sun screen stands at lakeside gazebo courtesy Richard David Kann Foundation; we can remove them anytime if needed.  Dog park o The small dog park opened on Friday, August 26 after sod repairs were complete. o The big dog park is now closed for general maintenance. The big dog park will open back up in October but we will have the 3rd dog park located right next to the small dog park that is open for all big dogs over 25lbs.  Big pavilion o Precision to add new sod/tree soon.  Instructor contracts o In process of renewing all instructor contracts for FY23  Boat decals / storage leases o In process of renewing all contracts for FY23  Palm Beach Crew o Since Seacoast is pushing off their force main project until 2023, I let Crew know they could get started on their move to the Southeast corner of the park: between the new dog park and tennis courts. Their move will free up 6 more dry storage spaces.  Seacoast o Seacoast will be on site on Tuesday September 13th from approximately 9:30-1 to perform a benthic survey in the C-17 canal. o This is to satisfy regulatory agency requirements. o There will be 3 people from CMA there to do the field work. o They will be coming in personal vehicles, and will have a kayak and scuba equipment. o After this survey is performed, we can submit back to the regulatory agencies. o We expect it to take about 3 months to get permits. o Therefore, the project is expected to be advertised for bid in January 2023, with a tentative construction start in Spring 2023. Marina:  New Slip fees o North Docks: $3,465.00  $3,603.60 (4% increase) o South Docks: $2,562.50  $2,613.75 (2% increase)  Signage o New “no swimming, jumping, or diving” have been installed on either side of boat ramp.  Boat Ramp o Engenuity to work with UESI to conduct underwater analysis of the boat ramp. They did so before back in 2017. o They will also work with Charlie Isiminger to conduct the sea grass survey around the ramp as well.  The Engineer will perform the following:  Accomplish on-site, in-water investigations of the submerged area within 50 feet of the boat ramp.  Prepare a sketch showing the results of the in-water investigations in relation to seagrass.  Other services as may be agreed to between the parties to this agreement, such as state and federal permit applications and processing. Community Center:  T-Mobile o Still waiting on T-Mobile for reimbursement for damage done to fields in December.  Playground o Old playground is out and new playground is partially in. o Some parts were missing in the initial delivery. o Parts are now in and playground should be done Tuesday. o Once finished, we’ll add seating and fencing. o We hope to add another playground piece as well.  Summer Camp o Spent about $45,738.38 (not including staff costs) and took in $84,825.00.  Dodgeball o Demetri asked if he could try a dodgeball program on August 29 from 5-8pm. o He was gearing it for adults, but 18 teens showed up. It was a good turnout!  Youth Flag Football Registration o Evaluations were September 6 at 5:30pm. Afterward, was the league draft. o All practices and games will be on weeknights. o We are still looking for one volunteer coach for 6-8 year olds. o Since registrations were low in the 12-14 range, we refunded all the 13 years old and combined age 12 with the 9-11. o Registrations: o 6-8yrs: 28 o 9-12: 47 o Total: 75 (more had registered but were refunded)  Minis Baseball o Season runs Sept. 12 thru Oct. 26 with practices on M/W 3:30-4:15pm o 21 registered for minis.  Bleachers o Bleachers were serviced. Found two broken seats; getting quotes to fix/replace. Osborne Park:  Garden Board o In process of becoming legal entity and applying for 501c3 tax exempt status. In meantime, Village will hold any funds collected and save until they are up and running. o Installed two compost bins for garden. o Precision is supposed to be edging garden and trail and not using any spray in garden vicinity. o Recently, the garden club held a community workday and workshop. They cleaned up weeds and listened to Florida Master Gardener and North Palm Beach resident, Susan Porter-Bisbee, discuss Seed Selection & Seed Starting.  Basketball Court o Court is finished except the painting of the surface. o Surface to be painted/lined September 19. That will finish the FRDAP grant and we will be able to close it.  Bottle filler stations o Public Works finished installing bottle filler station at the racquetball court.  Split Rail Fence o Plan to install new fencing by basketball court  Baseball/softball field o TCS currently using baseball/softball fields afterschool for practices and games. Veterans Park:  Nothing new to report. Staffing:  Mia Griner is leaving us in September for a job in Atlanta, GA. o She will be missed!  Open positions o Interview for Recreation Supervisor will be next Thursday. We will also have 4 PT recreation assistant openings and 1 PT park ranger opening. Marelen will be moving to the library on October 3; she enjoys doing children’s programming there. Special Events:  Bus Trips: o Sarasota 3 day/2 night September 18,19 & 20 $325 pp. Dbl occup. o Orchid Show, Homestead, FL. October 7. $25 o Miami Dolphins vs. Vikings Game October 16. $105 o Arcadia Antique Flea Market October 22. $25 o Renaissance Fest & Renningers in Mt. Dora, FL. November 12 & 13. $165 o 4-Days,3-nights Savannah, GA. November 27,28,29,30. $525 Dbl occupancy o Tampa Bay Bucs game vs. Saints December 5. $245  Special events o Anchorage Aweigh Fishing Tournament 16th annual (17th year)  Total Money in: $16,790  Total Money Out: $16,555  Upcoming Events: o Coffee with a cop  Saturday, September 10 from 9-12pm at the Library o Movie: More than Robots  Saturday, September 10 from 3-5pm at the Library  The Robotics team who participated in Heritage Day parade will be attending  Refreshments provided. o Cornhole Tournament  Saturday, September 17 at Community Center from 12-5ish  $20 per single adult (blind draw) / $20 per team (for Juniors and High school divisions)  Friends to sell beer; staff to sell burgers/hotdogs, etc. o Touch-A-Truck  Saturday, October 8  Time: 10 a.m. to 1 p.m.  Admission is free.  Watch firefighting demonstrations and get hands-on a variety of working trucks that make life possible in our modern world. Kids will enjoy sitting in the driver's seat of many different styles of BIG trucks and vehicles.  It’s a great learning experience for kids and adults!  The Fire Safety Fair offers a great opportunity to see the equipment firefighters use and meet the people who train and work hard to keep our Village safe around the clock.  The goal of the event is to remind people to look, listen and learn, to be aware of fire danger and make a home plan for safely escaping a fire.  Note: No Sitting In/Honking Trucks First Hour. Library:  Facilities o Keyed up Fence put new gate on but still needs to come back to replace rest of fence. o Precision took care of library drainage issue. o Library new shelving:  Expecting wooden shelving to arrive as early as mid-October  New carpet will be ordered once the new wooden shelves on wheels have been installed to make it easier on staff  Steel walls shelves may not arrive until December or later, not a problem as that will be easier to transition  Resealed a few upstairs windows at the library  Children’s Programming: o We have four storytimes each week with an average of 41 parents and children attending. o We have opened the newly painted Bob’s Garage in the afternoons to afterschool activities such as a video game play block where kids can sign up for a turn on the library’s gaming system. o School has started back up and are seeing new parents and children come into the library to sign up for library cards. Great to see families coming back into the library! o We will be starting class visits next month and signing up all of TCS for a library card.  Teen Programming: o Teen volunteers are helping with daily tasks such as shelf reading and cleaning after school. o Monthly virtual book clubs are being held as they tend to reach more teens who may not be able to get a ride to the library for an in-person book club  Adult Programming: o Knit and Crochet meet every Monday with an average of 13 people o Great Courses has stopped for now but we will be starting it up again in October o Adult crafts have also taken a break until October and we are already preparing our Fall themed crafts! o Yoga with Mi Sun has stopped for a couple of months in person but there is a virtual option available. She will start yoga up again in person on October. Hopefully it will be cooler by then! o Book Club was held August 4th The Woman in the Library by Sulari Gentill  12 Book club members enjoyed talking about the book over coffee o Senior Appreciation Bingo sponsored and presented by Dedicated Senior Medical Center was held for the second time August 10th  14 seniors attended Bingo night!  Doors opened at 4:30 and game started at 5:00  Dedicated Senior Medical Center gathered gift cards and prizes for the winners and served hors d'oeuvres such as cheese trays, fruit, and sandwiches  Everyone had a fun time and are excited for our next Bingo event! o Friend of the Library  We have a new raffle for the Friends, 4 gift cards each $25 for Frigates Waterfront Grill and a wonderful nautical-themed candle holder!  Each ticket is $1 or 6 for $5  We are drawing the raffle on September 9th! VILLAGE OF NORTH PALM BEACH GOLF ADVISORY BOARD Minutes of September 19, 2022 I. CALL TO ORDER A. The meeting was called to order by Chairman Steve Mathison at 6:00 p.m. II. ROLL CALL A. Board: Present Absent Stephen Mathison – Chairman x Rich Pizzolato – Vice Chairman x Curtis Witters – Secretary x Jeff Egizio – Member x Landon Wells – Member x Orlando Puyol – Member x Sandra Felis – Member x B. Staff Members: Allan Bowman, Director of Golf x Beth Davis, General Manager Lenore Dingle, Membership Coordinator C. Council Members: Darryl Aubrey Susan Bickel Mark Mullinix David Norris x Deborah Searcy NPB Golf Advisory Board Minutes of September 19, 2022 2 D. Public Present: III. APPROVAL OF MEETING MINUTES A. Minutes of the September 19, 2022 GAB Meeting were approved 7-0. IV. ADMINISTRATIVE REPORTS Golf Report. Allan Bowman, Director of Golf, delivered his report. We are approaching 57,000 rounds for the fiscal year. Revenue at the course is very strong. Golf Course Projects. The reinforcement of the pond banks on holes 2, 16, and 17 should be completed in October. Construction of a retaining wall on the waterway side of hole 5 has been put off until the spring. Artificial turf has been installed behind the mats on the driving range. New mats are being installed during October and November. At the staging area we have removed the plastic border around the NPBCC letters and replaced it with stones. Cart path repairs are being made on holes 10 and 16. We will install additional curbing on the cart path by the 1st tee. We are considering an umbrella to shade the starters booth from the intense morning sun. V. DISCUSSION TOPICS A discussion was held concerning the adjustment of the handicaps assigned to some of the holes on the course. NPB Golf Advisory Board Minutes of September 19, 2022 3 The course will allow some outings from outside groups to take place on the course, mostly during summer months. A discussion was held concerning nonresident members of the course. Members who are not residents of the village currently pay a surcharge of $1,350 per year. Forty percent (40%) of our members, approximately eighty members, are nonresidents. If the course transitions to more village residents as members as planned, we will need to replace the lost revenue from the nonresidents. The GAB was in general agreement on raising this fee for next year based on proposals that Allan shared on his presentation. Several possible changes to the fee structure, cost of resident memberships, membership status and creation of additional membership categories were mentioned about future possibilities. It appears that we will have six resignations of members for 2022-2023. A discussion was held and the Board voted was unanimously to recommend to the Council that the individuals who are 1, 2, and 3 on our waiting list be invited to join the club. VI. ADJOURNMENT The meeting was adjourned at 7:00 p.m. The next meeting will be October 17, 2022. Minutes by Curtis L. Witters, Secretary. VILLAGE OF NORTH PALM BEACH VILLAGE MANAGER’S OFFICE TO: Honorable Mayor and Council THRU: FROM: Chuck Huff, Interim Village Manager Zakariya M. Sherman, Director of Leisure Services DATE: October 27, 2022 SUBJECT: RESOLUTION – Approval of an Amendment to the Contract with Starfire Corporation for the 2023 4th of July Celebration In 2020, Village Staff issued a Request for Proposals (RFP) for the fireworks display for the Village’s annual 4th of July celebration. Starfire Corporation was the only company that submitted a proposal. On April 23, 2020, Council accepted the proposal submitted by Starfire Corporation to provide fireworks display for the Village’s annual 4th of July celebration for a 3-year term (2020, 2021 and 2022) at a total annual cost not to exceed $25,000 per year. As Council is aware, the Village’s annual 4th of July celebration was canceled in 2020 due to Covid-19. In addition, Starfire Corporation issued staff an updated proposal for Fiscal Year 2023 due to inflation, resulting in an increase in price of $5,000.00. Consequently, staff was able to budget for the added expense. Rather than go out for bid this year, Village staff is requesting Council approval of a resolution extending the contract with Starfire Corporation for an additional one-year period. Village staff plans to go out for bid again in FY24. Account Information: Fund Department Account Number Account Description Amount General Fund Parks and Recreation A8229-35651 July 4th Celebration $30,000 The attached Resolution and Amendment have been prepared/reviewed for legal sufficiency by the Village Attorney. Recommendation: Village Staff requests Council consideration and approval of the attached Resolution approving an Amendment to the Contract with Starfire Corporation for the 4th of July fireworks display for 2023 at a cost not to exceed $30,000, with funds expended from Account No. A8229-35651 (Parks and Recreation – July 4th Celebration), and authorizing the Mayor and Village Clerk to execute the Amendment in accordance with Village policies and procedures. RESOLUTION 2022 - A RESOLUTION OF THE VILLAGE COUNCIL OF THE VILLAGE OF NORTH PALM BEACH, FLORIDA APPROVING AN AMENDMENT TO THE CONTRACT WITH STARFIRE CORPORATION TO PROVIDE A FIREWORKS DISPLAY FOR THE 2023 4TH OF JULY CELEBRATION AND AUTHORIZING THE MAYOR AND VILLAGE CLERK TO EXECUTE THE AMENDMENT; WAIVING THE VILLAGE’S PURCHASING POLICIES AND PROCEDURES; PROVIDING FOR CONFLICTS; AND PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, through the adoption of Resolution 2020-33 on April 23, 2020, the Village Council approved a Contract with Starfire Corporation to provide a fireworks display for the Village’s 4th of July celebration for 2020 through 2022 based on a proposal submitted in response to the Village’s RFP; and WHEREAS, due to COVID-19, the Village canceled the fireworks in 2020, and the parties have agreed to amend the Contract to extend the term for an additional one-year period and increase the compensation paid by the Village; and WHEREAS, the Village Council determines that the approval of the Amendment to the Contract 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 an Amendment to the Contract with Starfire Corporation to extend the term for an additional one-year period and increase the compensation to $30,000.00 for the 2023 4th of July celebration, with funds expended from Account No. A8229-35651 (Parks and Recreation – July 4th Celebration). The Village Council further authorizes and directs the Mayor and Village Clerk to execute the Amendment, a copy of which is attached hereto and incorporated herein. Section 3. In approving the Amendment to the Contract, the Village Council waives all conflicting purchasing policies and procedures. Section 4. All resolutions or parts of resolutions in conflict with this Resolution are hereby repealed to the extent of such conflict. Section 5. This Resolution shall take effect immediately upon its adoption. PASSED AND ADOPTED THIS DAY OF , 2022. (Village Seal) MAYOR ATTEST: VILLAGE CLERK 1 AMENDMENT TO CONTRACT This Amendment is made as of the _______ day of _____________, 2022, by and between the VILLAGE OF NORTH PALM BEACH, a Florida municipal corporation, hereinafter referred to as the VILLAGE, and STARFIRE CORPORATION, a Pennsylvania corporation authorized to do business in the State of Florida, hereinafter referred to as CONTRACTOR, whose Federal Employer I.D. is: 25-1429138. WHEREAS, on April 23, 2020, the VILLAGE and CONTRACTOR executed a Contract whereby CONTRACTOR agreed to provide a fireworks display for the VILLAGE’s 4th of July celebration for 2020, 2021 and 2022; and WHEREAS, the VILLAGE canceled the fireworks display in 2020 because of the COVID-19 pandemic, and due to inflation and supply chain issues, CONTRACTOR has agreed to provide a fireworks display for 2023 at an increased cost; and WHEREAS, the parties wish to amend the Contract to provide for these modifications. NOW, THEREFORE, in consideration of the promises and mutual covenants set forth in the Contract and this Amendment, the receipt and sufficiency of which is hereby acknowledged by both parties, the VILLAGE and CONTRACTOR agree as follows: A. CONTRACTOR shall provide the fireworks display for the VILLAGE’s 2023 4th of July celebration, and the parties agree to amend subsections 1 and 2 of Article 1(C) to read as follows: 1. CONTRACTOR shall stage all necessary fireworks and equipment at the VILLAGE’s designated location on or before July 4, 2023 so as to be able to provide the required services after sundown on that date. 2. In the event of inclement weather, CONTRACTOR shall provide the required services at the VILLAGE’s designated location on July 5, 2023. B. The parties agree to amend Article 2(D) to extend the term of the Contract for an additional one-year period, unless terminated earlier in accordance with Article 7. C. The parties agree to amend Article 4(A) of the Contract to increase the amount of compensation paid by the VILLAGE to CONTRACTOR to Thirty Thousand Dollars and No Cents ($30,000.00) for the 2023 4th of July celebration. The Village shall pay the fifty percent (50%) deposit on or before April 1, 2023. D. The parties agree to add a new Article 34 to the Contract to read as follows: ARTICLE 34. E-VERIFY CONTRACTOR warrants and represents that CONTRACTOR and all subcontractors are in compliance with Section 448.095, Florida Statutes, as may be amended. CONTRACTOR has registered to use, and shall continue to use, the E - Verify System (E-Verify.gov) to electronically verify the employment eligibility of newly hired employees and has received an affidavit from each subcontractor stating that the subcontractor does not employ, contract with or subcontract with unauthorized aliens. If the VILLAGE has a good faith belief that CONTRACTOR 2 has knowingly violated Section 448.09(1), Florida Statutes, the VILLAGE shall terminate this Contract pursuant to Section 448.095(2), Florida Statutes, as may be amended. If the VILLAGE has a good faith belief that a subcontractor has knowingly violated Section 448.09(1), Florida Statutes, but CONTRACTOR has otherwise complied, it shall notify CONTRACTOR, and CONTRACTOR shall immediately terminate its contract with the subcontractor. E. All other terms and conditions of the Contract, to the extent not expressly modified herein, shall remain in full force and effect. Any conflict among the terms of the Contract, the terms of the Fireworks Display Contract executed by the VILLAGE on May 22, 2020 and this Amendment shall be resolved in the following order: this Amendment, the Contract, and the Fireworks Display Contract. IN WITNESS WHEREOF, the VILLAGE and CONTRACTOR hereto have made and executed this Amendment as of the day and year first above written. CONTRACTOR: BY: Print Name: Title: _____________________________ VILLAGE OF NORTH PALM BEACH BY: ________________________________ DEBORAH SEARCY MAYOR ATTEST: BY: ________________________________ JESSICA GREEN, VILLAGE CLERK APPROVED AS TO FORM AND LEGAL SUFFICIENCY: BY: ________________________________ VILLAGE ATTORNEY RESOLUTION 2020-33 ---------- -- A RESOLUTION OF THE VILLAGE COUNCIL OF THE VILLAGE OF NORTH PALM BEACH, FLORIDA ACCEPTING THE PROPOSAL OF STARFIRE CORPORATION TO PROVIDE JULY 4' FIREWORKS DISPLAYS AND AUTHORIZING THE MAYOR AND VILLAGE CLERK TO EXECUTE A CONTRACT RELATING TO SUCH SERVICES; AND PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, the Village issued Request for Proposals for the July 4th Fireworks Display for 2020 through 2022; and WHEREAS, Village Staff recommended accepting the proposal submitted by Starfire Corporation at a total annual cost of $25,000; and WHEREAS, the Village Council determines that the adoption of this Resolution is in the best interests of the residents and citizens of the Village of North Palm Beach. 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 accepts the proposal submitted by Starfire Corporation for the July 4th fireworks displays (2020 through 2022) at a total annual cost of $25,000, with funds expended from Village Account No. A8229-35651 (Special Events — July 4th Celebration) Section 3. The Village Council further authorizes and directs the Mayor and Village Clerk to execute a Contract with Starfire Corporation to perform such services in accordance with the terms and conditions of the Request for Proposals, a copy of which is attached hereto and incorporated herein. Section 4. This Resolution shall take effect immediately upon adoption. PASSED AND ADOPTED THIS 23"DDAY OF APRIL, 2020. Village Seal) ATTEST: S VILLAGE CLERK MAYOR Corporate Office 566 Theatre Rd PO Box 179 St. Benedict, PA 15773. Plant 682 Cote Road Carroiltown, PA 15722 CARROUTOWN, PA FIREWORK DISPLAY CONTRACT Plant Office 10476 Sunset Dr. Dittmer, MO 63023 Village of North Palm Beach, located or doing business at 501 U.S. Highway, North Palm Beach, FL 33408, hereinafter referred to as the "sponsor", hereby agrees to purchase a fireworks display from Starfre Corporation, located at 682 Cole Road, Carrolltown, PA 15722, hereinafter referred to as the "company" on the terms and conditions set forth hereinafter. 1. Purchase Price. The sponsor will pay to the company the sum of 525.000.00 for the display, said sum to be paid as follows: a. The sum of $12,500.00, shall be paid on execution of this Contract by sponsor. b. The balance of the purchase price shall be paid following the display. c. In the event the balance of the purchase price is not paid within 30 days after its due date, all sums owed to the sponsor for the display will bear interest at the rate of 1.5% per month until paid in full. In addition to the foregoing, the sponsor shall pay all of the costs of collection of any amount due hereunder incurred by the company, including reasonable attorney's fees and court costs. d. Both parties to this Contract hereby agree that in the event there is any litigation between the sponsor and the company, said litigation shall be venued in the Courts located in Cambria County, Pennsylvania and construed in accordance with Pennsylvania law. 2. Display Date. The date of the display will be July 4, 2020. The rain date will be TBD. 3. Display Site. North Palm .Beach Country Club The sponsor shall provide an appropriate display site that meets the requirements of all applicable NFPA code sections and the applicable provisions of the Commonwealth of Pennsylvania Statutes and Regulations. Additionally, the site must be approved by the company and the authority having jurisdiction over the display. 4. Site Security. The sponsor shall provide police and/or crowd security personnel, proper parking supervision, and ensure adequate patrol of the safety zone as marked and secured by the sponsor until the company crew chief advises that this is no longer necessary. Company personnel shall have control of the firing area during the display (although security shall continue to be the sponsor's responsibility). The sponsor will be responsible for the cleanup of any fallout debris from the display; however, company personnel will dispose of the boxes brought to the site by the company and clean up, as much as possible, along the launch site. In the event any unauthorized persons or vehicles enter the safety zone, company personnel shall have the right to terminate the display. Immediately following the display company personnel will search the display area for any unexploded fireworks and safely dispose of any that are found. 5. Permits. The sponsor shall be responsible for obtaining all permits and governing body resolutions required for the display. 800- 806-4486 11 814-344-9200 Office - 814-344-9222 fax - www.starfirecorporation.com Cromorate Office 566 Theatre Rd PO Box 179, St. Benedict, PA 15773 Plant 682 Cole Road Carrolltown, PA 15722 CARROUTOWN, PA FIREWORK DISPLAY CONTRACT Page 2 Plant/Office 10476 Sunset Dr. Dlttmer, MO 63023 6. Postponement or Cancellation of the Display. In the event of inclement weather or excessive winds on the date of the display, the parties hereto shall confer and if they agree that the weather or wind conditions require the show to be postponed, the show will be postponed to a mutually agreeable date in 2020. In the event the show cannot be fired on the postponed date or another mutually agreeable date in 2020, the sponsor will pay to the company a sum equal to 50% of the total show price. In the event the show is postponed on the day of the show there will be a postponement fee charged to the sponsor in an amount equal to the costs incurred by the company for transportation, insurance and labor, which sum will not exceed 10% of the total contract price for the show. Said fee shall be paid within 30 days of the date the show is postponed. 7. Insurance. The company shall have liability insurance in the amount of 10,000,000.00, workers compensation insurance and vehicle insurance. Proof of the foregoing insurances shall be provided to the sponsor when this contract is executed by both parties. 8. Personnel. The company shall provide sufficient trained personnel to set up, fire and break down the display in a workmanlike manner. 9. Miscellaneous. The company reserves the right to substitute product in the show with product equal to or greater in value at its discretion. The company shall not be responsible for events beyond its control, including the weather. In the event the Sponsor chooses to proceed with the display in inclement weather, the Sponsor shall be liable for any damaged equipment or products in addition to any postponement or cancellation fees. In the event the display is set up and it has to be postponed to the next day due to weather or wind conditions, the display will not be broken down. Additionally, the sponsor shall provide security for the site until the company crew arrives the next day to fire the show. The authorized representatives of the parties hereby agree to the aforementioned terms and conditions of this contract on the date and year set forth below. Starfire Corporation Village of North Palm Beach Signature 0 Signature Audrey Jean Terrizzi.' Printed Name President Title 4 - t --- A 0.), Date Printed Name ef ti & Title Date 800-806-4486 • 814-344-9200 Office a 814-344-9222 fax • www.starfirecorporation.com St wfire Corporation 682 Cole Road Carrolltown, PA 15722 Bill To VILLAGE OF NORTH PALM BEACH 501 US HIGHWAY 1 NORTH PALM, FL 33408 Invoice Date Invoice # 2/28/2020 52020-225 P.O. No. Terms Project Quantity Description Rate Amount 0.5 Customer deposit for: FIREWORKS DISPLAY ON JULY 4, 2020 PA Sales Tax 25,000.00 6.00% 123500.00 0.00 Thank you for your business. Total $12,500.00 CONTRACT This Contract is made as of the d day of `1' Jpr , 2020, by and between the VILLAGE OF NORTH PALM BEACH, a Florida municipaq corporation, hereinafter referred to as the VILLAGE, and STARFIRE CORPORATION, Pennsylvania corporation authorized to do business in the State of Florida, hereinafter referred to as CONTRACTOR, whose Federal Employer I.D. is: 25-1429138. In consideration of the promises and mutual covenants herein contained, it is hereby agreed that CONTRACTOR shall provide to the VILLAGE all goods and services requested under Request for Proposals for July 411 Fireworks Display and as further stated in CONTRACTOR's Proposal and pursuant to the terms and conditions of this Contract. ARTICLE 1. SERVICES OF CONTRACTOR. A. CONTRACTOR shall provide all goods and services as stated in the Request for Proposals and CONTRACTOR's Proposal, as incorporated herein by reference, to that degree of care and skill ordinarily exercised, under similar circumstances, by reputable members of its profession practicing in the same or similar locality at the time the services are provided. B. CONTRACTOR certifies that it is licensed to perform the requested services in the State of Florida and Palm Beach County. CONTRACTOR shall comply with all applicable federal, state and local laws, ordinances, rules and regulations. C. CONTRACTOR shall provide the required goods and services in accordance with the following: 1. CONTRACTOR shall stage all necessary fireworks and equipment at the VILLAGE's designated location on or before July 4, 2020 (2021, 2022) so as to be able to provide the required services after sundown on that date. 2. In the event of inclement weather, CONTRACTOR shall provide the required services at the VILLAGE's designated location on July 5, 2020 (2021, 2022). 3. If inclement weather continues and the VILLAGE, in its sole discretion, decides not to reschedule the fireworks displays, the VILLAGE shall pay CONTRACTOR for the actual costs of goods and services provided to date, with said costs not to exceed fifty percent (50%) of the total compensation due to CONTRACTOR in accordance with Section 4 below. 4. CONTRACTOR shall obtain all required permits and inspections. To the extent permitted by law, the VILLAGE shall waive all VILLAGE permit and inspection fees. 5. CONTRACTOR shall be responsible for maintaining, storing and protecting all goods and equipment necessary for the fireworks displays from all acts of nature, theft, vandalism or other means of damage or destruction. 6. CONTRACTOR and the VILLAGE shall cooperate to secure a clear area for the fireworks display. However, CONTRACTOR shall be responsible for ensuring such area is consistent with all permitting and inspection requirements. 7. CONTRACTOR shall be responsible for removing and clearing all excess material from the fireworks display area, including any related debris. D. The services provided by CONTRACTOR shall be commenced subsequent to the execution and approval of this Contract and as stated in the Request for Proposals. ARTICLE 2. PERIOD OF SERVICE. A. CONTRACTOR shall provide all goods and services in accordance with the terms of the Request for Quotes and this Contract. Time is of the essence. B. In the event of unpreventable acts or occurrences wholly beyond the control of and attributable to CONTRACTOR or the VILLAGE, including, by way of example, acts of God, fire, flood, riots, war, terrorist activities, drought conditions, hurricanes or other severe and unforeseen storm events ("Force Majeure Events"), prevent the CONTRACTOR from performing the services contemplated by this Contract, the CONTRACTOR shall be excused from performance under the terms of this Contract and the VILLAGE shall be relieved from payment for such services. C. Notwithstanding the foregoing, CONTRACTOR shall not be entitled to an increase in the agreed to compensation in this Contract or payment or compensation of any kind from the VILLAGE for direct, indirect, consequential, impact or other costs, expenses or damages, including but not limited to costs of acceleration or inefficiency, arising because of delay, disruption, interference or hindrance from any cause whatsoever. Provided, however, that this provision shall not preclude recovery or damages by CONTRACTOR for hindrances or delays due solely to fraud, bad faith or active interference on the part of the VILLAGE or its agents. D. This Contract shall become effective upon approval by the VILLAGE Council and shall remain in effect for a period of three years, unless earlier terminated in accordance with Article 7. Any variation to the terms and conditions set forth herein shall be in writing and signed by both parties. E. The VILLAGE may cancel the July 4t-" fireworks display due to the ongoing COVID-19 pandemic by providing thirty (30) dpys' written notice to CONTRACTOR. The VILLAGE may reschedule the fireworks display to another date by providing a minimum of thirty(30) days' written notice of the alternate date to CONTRACTOR. If the VILLAGE does not provide CONTRACTOR with an alternate date prior to December 31, 2020, the term of this Contract shall automatically be extended by one (1) year and shall include the July 41-hfireworks display in the years 2021, 2022 and 2023, subject to the same terms and conditions, and the VILLAGE shall have no financial obligation to CONTRACTOR for 2020. ARTICLE 3. VILLAGE'S REPRESENTATIVE. Unless otherwise specified by the VILLAGE, the VILLAGE's representative shall be the Village Parks and Recreation Director. ARTICLE 4. COMPENSATION AND METHOD OF PAYMENT. A. The VILLAGE agrees to compensate CONTRACTOR for the provision of all goods and services set forth in the Request for Proposals and as stated in CONTRACTOR's Proposal in an amount not to exceed Twenty -Five Thousand Dollars and No Cents ($25,000.00) for each 2 year of the Contract. All fireworks displays shall conform with CONTRACTOR's Proposal submitted in response to the Request for Proposals. B. CONTRACTOR shall submit invoices to the VILLAGE for said compensation on dates mutually agreed upon by the VILLAGE and CONTRACTOR. All invoice(s) received from CONTRACTOR pursuant to this Contract will be reviewed and approved by the VILLAGE's representative, indicating that goods and services have been provided and rendered in conformity with the Contract and then will be sent to the Finance Department for payment. Invoices will normally be paid within thirty (30) days following the VILLAGE representative's approval. C. Services undertaken or expenses incurred that exceed the amount set forth in this Contract without prior written authorization from the VILLAGE shall be the sole liability of CONTRACTOR. D. CONTRACTOR waives consequential or incidental damages for claims, disputes or other matters in question arising out of or relating to this Contract. E. In order for both parties herein to close their books and records, CONTRACTOR will clearly state "final invoice" on CONTRACTOR's final/last billing to the VILLAGE. This certifies that all goods have been provided and services performed and all charges have been invoiced to the VILLAGE. Since this account will thereupon be closed, any and other further charges if not properly included in this final invoice are waived by CONTRACTOR. The VILLAGE will not be liable for any invoice from CONTRACTOR submitted thirty (30) days after the provision of the required goods and services. F. If the VILLAGE disputes any invoice or part of an invoice, VILLAGE shall notify CONTRACTOR of such dispute within fifteen (15) days of receipt of the invoice. VILLAGE reserves the right to off -set, reduce or withhold any payment to CONTRACTOR in accordance with the terms and conditions of this Contract. ARTICLE 5. INDEMNIFICATION. A. To the fullest extent permitted by applicable laws and regulations, CONTRACTOR shall indemnify and save harmless and defend the VILLAGE, its officials, agents, servants, and employees from and against any and all claims, liability, losses, and/or causes of action arising out of or in any way related to the services furnished by the CONTRACTOR pursuant to this Contract, including, but not limited to, those caused by or arising out of any act, omission, negligence or default of the CONTRACTOR and/or its subcontractors, agents, servants or employees. B. The CONTRACTOR shall not be required to indemnify the VILLAGE, its officials, agents, servants and employees when the occurrence results solely from the wrongful acts or omissions of the VILLAGE, its officials, agents, servants and employees. The terms of this Section shall survive completion of all services, obligations and duties provided for in this Contract as well as the termination of this Agreement for any reason. C. Nothing contained in this Contract shall create a contractual relationship with or a cause of action in favor of a third party against either the VILLAGE or the CONTRACTOR, nor shall this Contract be construed a waiver of sovereign immunity beyond the limited waiver provided in Section 768.28, Florida Statutes. 3 ARTICLE 6. PERSONNEL. A. CONTRACTOR represents that it has, or will secure at its own expense, all necessary personnel required to perform the Work under this Contract. Such personnel shall not be employees of or have any contractual relationship with the VILLAGE. B. All of the Work required hereunder shall be performed by CONTRACTOR or under its supervision, and all personnel engaged in performing the Work shall be fully qualified and, if required, authorized or permitted under state and local law to perform such Work. C. All of CONTRACTOR's personnel (and all sub -contractors) while on VILLAGE premises, will comply with all VILLAGE requirements governing conduct, safety, and security. ARTICLE 7. TERMINATION. This Contract may be cancelled by CONTRACTOR upon ninety (90) days' prior written notice to the VILLAGE's representative in the event of substantial failure by the VILLAGE to perform in accordance with the terms of this Contract through no fault of CONTRACTOR. It may also be terminated, in whole or in part, by the VILLAGE, with or without cause, upon thirty (30) days' prior written notice to CONTRACTOR. Unless CONTRACTOR is in breach of this Contract, CONTRACTOR shall be paid for services rendered to the VILLAGE's satisfaction through the date of termination. ARTICLE 8. FEDERAL AND STATE TAX. The VILLAGE is exempt from payment of Florida State Sales and Use Tax. CONTRACTOR shall not be exempted from paying sales tax to its suppliers for materials used to fill contractual obligations with the VILLAGE, nor is CONTRACTOR authorized to use the VILLAGE's Tax Exemption Number in securing such materials. ARTICLE 9. INSURANCE. CONTRACTOR shall be required to carry and maintain the following insurance coverage through the time it furnishes all required goods and services to the Village and completes its obligations under the contract: A. CONTRACTOR shall maintain Comprehensive General Liability Insurance with minimum coverage limits of $1,000,000 combined single limit of insurance per occurrence and 2,000,000 in the general aggregate for bodily injury and property damage and $2,000, 000 in the general aggregate for products/completed operations. Comprehensive General Liability Insurance shall include endorsements for property damage, personal injury, contract liability, product liability and independent contractor coverage. B. CONTRACTOR shall maintain Comprehensive Automobile Liability Insurance in the minimum amount of $1,000,000 combined single limit for bodily injury and property damages liability to protect against claims which may arise from the ownership, use, or maintenance of owned and non -owned automobiles, including rented automobiles whether such operations be by CONTRACTOR or by anyone directly or indirectly employed by CONTRACTOR. C. CONTRACTOR shall carry Workers' Compensation Insurance and Employer's Liability Insurance for all employees as required by Florida Statutes. M All insurance, other than Worker's Compensation, to be maintained by CONTRACTOR shall specifically include the VILLAGE as an Additional Insured and shall require thirty (30) day prior notice to the VILLAGE in the event of cancellation. CONTRACTOR shall be responsible for any deductibles related to said insurance. ARTICLE 10. PAYMENT AND PERFORMANCE BOND. A. CONTRACTOR shall be required to furnish a payment and performance bond with a carrier duly licensed and authorized to do business in the State of Florida, equal to one hundred percent of the total amount of the contract to assure faithful performance and timely payments to all persons providing labor, materials or supplies used in the performance of the work. B. CONTRACTOR shall be required at all times to have a valid payment and performance bond in force covering the work being performed. A failure to have such a bond in force at any time shall constitute a default on the part of CONTRACTOR. A bond written by a surety, who becomes disqualified to do business in the State of Florida, shall automatically constitute a failure on the part of the selected proposer to meet the above requirements. ARTICLE 11. SUCCESSORS AND ASSIGNS. The VILLAGE and CONTRACTOR each binds itself and its partners, successors, executors, administrators, and assigns to the other party of this Contract and to the partners, successors, executors, administrators and assigns of such other party, in respect to all covenants of this Contract. Except as above, neither the VILLAGE nor CONTRACTOR shall assign, sublet, convey or transfer its interest in this Contract without the written consent of the other. Nothing herein shall be construed as creating any personal liability on the part of any officer or agent of the VILLAGE which may be a party hereto, nor shall it be construed as giving any rights or benefits hereunder to anyone other than the VILLAGE and CONTRACTOR. ARTICLE 12. GOVERNING LAW, VENUE AND REMEDIES. A. This Contract shall be governed by the laws of the State of Florida. Any and all legal action necessary to enforce the Contract will be held in Palm Beach County. B. 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 or 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. C. The VILLAGE and CONTRACTOR knowingly, voluntarily and intentionally waive any right they may have to trial by jury with respect to any litigation arising out of or in connection with this Contract. ARTICLE 13. INDEPENDENT CONTRACTOR RELATIONSHIP. CONTRACTOR is, and shall be, in the performance this Contract, an Independent Contractor, and not an employee, agent, or servant of the VILLAGE. All persons engaged in any of the work performed pursuant to this Contract shall at all times, and in all places, be subject to CONTRACTOR's sole direction, supervision, and control. CONTRACTOR shall exercise control over the means and manner in which it and its employees perform the Work. ARTICLE 14. NONDISCRIMINATION. CONTRACTOR warrants and represents that all of its employees are treated equally during employment without regard to race, color, religion, disability, sex, age, national origin, ancestry, marital status, or sexual orientation. ARTICLE 15. ENFORCEMENT COSTS. If any legal action or other proceeding is brought for the enforcement of this Contract, or because of an alleged dispute, breach, default or misrepresentation in connection with any provisions of this Contract, the successful or prevailing party or parties shall be entitled to recover reasonable attorney's fees, court costs and all expenses (including taxes) even if not taxable as court awarded costs (including, without limitation, all such fees, costs and expenses incident to appeals), incurred in that action or proceeding, in addition to any other relief to which such party or parties may be entitled. ARTICLE 16. AUTHORITY TO PROVIDE REQUIRED SERVICES. CONTRACTOR hereby represents and warrants that it has and will continue to maintain all licenses and approvals required to conduct its business and provide the services required under this Contract, and that it will at all times conduct its business and provide the services required under this Contract in a reputable manner. Proof of such licenses and approvals shall be submitted to the VILLAGE's representative upon request. ARTICLE 17. SEVERABILITY. If any term or provision of this Contract, or the application thereof to any person or circumstances shall, to any extent, be held invalid or unenforceable, to remainder of this Contract, or the application of such terms or provision, to persons or circumstances other than those as to which it is held invalid or unenforceable, shall not be affected, and every other term and provision of this Contract shall be deemed valid and enforceable to the extent permitted by law. ARTICLE 18. MODIFICATIONS OF WORK. A. The VILLAGE reserves the right to make changes in the Work, including alterations, reductions therein or additions thereto. Upon receipt by CONTRACTOR of the VILLAGE's notification of a contemplated change, CONTRACTOR shall, in writing, provide a detailed estimate for the increase or decrease in cost due to the contemplated change. B. If the VILLAGE elects to make the change, the VILLAGE shall initiate a Contract Amendment and CONTRACTOR shall not commence work on any such change until such written amendment is signed by CONTRACTOR and approved and executed by the VILLAGE. ARTICLE 19. PROTECTION OF WORK AND PROPERTY. A. CONTRACTOR shall continuously maintain adequate protection of all goods and services provided pursuant to this Contract from damage, and shall protect the VILLAGE's on property from injury or loss arising in connection with the Contract. Except for any such damage, injury, or loss, except that which may be directly due to errors caused by the VILLAGE or employees of the VILLAGE, CONTRACTOR shall provide any necessary materials to maintain such protection. B. CONTRACTOR will also take every necessary precaution to ensure the safety of the VILLAGE, public and other guests and invitees thereof at or near the areas where services are being performed and throughout the completion of such services. ARTICLE 20. NOTICE. All notices required in this Contract shall be sent by certified mail, return receipt requested, and if sent to the VILLAGE shall be mailed to: Village of North Palm Beach Attn: Andrew D. Lukasik, Village Manager 501 U.S. Highway One North Palm Beach, FL 33408 and if sent to CONTRACTOR shall be mailed to: Starfire Corporation Attn: Mark LaBella 682 Cole Road Carrolltown, PA 15722 The foregoing names and addresses may be changed if such change is provided in writing to the other party. ARTICLE 21. ENTIRETY OF CONTRACTUAL AGREEMENT. The VILLAGE and CONTRACTOR agree that this Contract sets forth the entire agreement between the parties, and that there are no promises or understandings other than those stated herein. None of the provisions, terms and conditions contained in this Contract may be added to, modified, superseded or otherwise altered, except by written instrument executed by the parties hereto. ARTICLE 22. TERMINOLOGY AND CAPTIONS. All pronouns, singular, plural, masculine, feminine or neuter, shall mean and include the person, entity, firm or corporation to which they relate as the context may require. Wherever the context may require, the singular shall mean and include the plural and the plural shall mean and include the singular. The term "Contract" as used herein, as well as the terms "herein," "hereof," hereunder," "hereinafter" and the like mean this Contract in its entirety and all exhibits, amendments and addenda attached hereto and made a part hereof. The captions and paragraph headings are for reference and convenience only and do not enter into or become a part of the context of this Contract, nor shall such headings affect the meaning or interpretation of this Contract. ARTICLE 23. WAIVER. 7 Failure of a party to enforce or exercise any of its right(s) under this Contract shall not be deemed a waiver of that parties' right to enforce or exercise said right(s) at any time thereafter. ARTICLE 24. PREPARATION. This Contract shall not be construed more strongly against either party regardless of who was more responsible for its preparation. ARTICLE 25. MATERIALITY. All provisions of the Contract shall be deemed material. In the event CONTRACTOR fails to comply with any of the provisions contained in this Contract or exhibits, amendments and addenda attached hereto, said failure shall be deemed a material breach of this Contract and VILLAGE may at its option and without notice terminate this Contract. ARTICLE 26. EXHIBITS AND CONTRACT DOCUMENTS. Each exhibit and document referred to in this Contract forms an essential part of this Contract. The exhibits and other contract documents, if not physically attached, including, but not limited to the Request for Quotes and the CONTRACTOR's Quote/Proposal, should be treated as part of this Contract and are incorporated herein by reference. ARTICLE 27. LEGAL EFFECT. This Contract shall not become binding and effective until approved by the Village Council of the Village of North Palm Beach. ARTICLE 28. SURVIVABILITY. Any provision of this Contract which is of a continuing nature or imposes an obligation which extends beyond the term of this Contract shall survive its expiration or earlier termination. ARTICLE 29. DEFAULT. A. Notwithstanding anything contained in this Contract to the contrary, the parties agree that the occurrence of any of the following shall be deemed a material event of default and shall be grounds for immediate termination: 1. The filing of any judgment lien against the assets of CONTRACTOR related to the performance of this Contract which is not satisfied, discharged or contested in a court of law within thirty (30) days from the date of notice to the CONTRACTOR; or 2. The filing of a petition by or against CONTRACTOR for relief under the Bankruptcy Code, or for its reorganization or for the appointment of a receiver or trustee of CONTRACTOR or CONTRACTOR's property; or an assignment by CONTRACTOR for the benefit of creditors; or the taking possession of the property of CONTRACTOR by any governmental officer or agency pursuant to statutory authority for the dissolution or liquidation of CONTRACTOR; or if a temporary or permanent receiver or trustee shall be appointed for CONTRACTOR or for CONTRACTOR's property and such temporary or 8 permanent receiver or Trustee shall not be discharged within thirty (30) days from the date of appointment. 3. Due to circumstances within the control of the CONTRACTOR, CONTRACTOR fails to provide the goods and services required pursuant to this Contract on schedule as agreed to by CONTRACTOR in this Contract. B. CONTRACTOR shall provide written notice to the VILLAGE of the occurrence of any event of default within five (5) days of CONTRACTOR's receipt of notice or knowledge of any such default. ARTICLE 30. WAIVER OF SUBROGATION. CONTRACTOR hereby waives any and all rights to Subrogation against the VILLAGE, its officers, employees and agents for each required policy. When required by the insurer, or should a policy condition not permit an insured to enter into a pre -loss agreement to waive subrogation without an endorsement, then CONTRACTOR shall agree to notify the insurer and request the policy be endorsed with a Waiver of Transfer of Rights of Recovery Against Others, or its equivalent. This Waiver of Subrogation requirement shall not apply to any policy, which a condition to the policy specifically prohibits such an endorsement, or voids coverage should CONTRACTOR enter into such an agreement on a pre -loss basis. ARTICLE 31. INSPECTOR GENERAL CONTRACTOR is aware that the Inspector General of Palm Beach County has the authority to investigate and audit matters relating to the negotiation and performance of this Contract, and in furtherance thereof, may demand and obtain records and testimony from CONTRACTOR and its subcontractors. CONTRACTOR understands and agrees that in addition to all other remedies and consequences provided by law, the failure of CONTRACTOR or its subcontractors to fully cooperate with the Inspector General when requested may be deemed by the VILLAGE to be a material breach of the Contract Documents justifying termination. ARTICLE 32. PUBLIC RECORDS. IF THE CONTRACTOR HAS QUESTIONS REGARDING THE APPLICATION OF CHAPTER 119, FLORIDA STATUTES, TO THE CONTRACTOR'S DUTY TO PROVIDE PUBLIC RECORDS RELATING TO THIS CONTRACT, CONTACT THE CUSTODIAN OF PUBLIC RECORDS AT: (561) 841-3355; NPBCLERKgVILLAGE-NPB.ORG; OR 501 U.S. HIGHWAY ONE, NORTH PALM BEACH, FL 33408. In performing services pursuant to this Contract, CONTRACTOR shall comply with all relevant provisions of Chapter 119, Florida Statutes. As required by Section 119.0701, Florida Statutes, CONTRACTOR shall: 1. Keep and maintain public records required by the VILLAGE to perform the service. 2. Upon request from the VILLAGE's custodian of public records, provide the VILLAGE with a copy the requested records or allow the records to be inspected or copied within a reasonable time at a cost that does not exceed the cost provided in Chapter 119, Florida 9 Statutes, or as otherwise provided by law. 3. Ensure that public records that are exempt or confidential and exempt from public records disclosure requirements are not disclosed except as authorized by law for the duration of the Contract term and following completion of the Contract if the CONTRACTOR does not transfer the records to the VILLAGE. 4. Upon completion of the Contract, transfer, at no cost, to the VILLAGE all public records in possession of CONTRACTOR or keep and maintain public records required by the VILLAGE to perform the services. If CONTRACTOR transfers all public records to the VILLAGE upon completion of the Contract, CONTRACTOR shall destroy any duplicate public records that are exempt or confidential and exempt from public records disclosure requirements. If CONTRACTOR keeps and maintains public records upon completion of the Contract, CONTRACTOR shall meet all applicable requirements for retaining public records. All records stored electronically must be provided to the VILLAGE, upon request from the VILLAGE's custodian of public records, in a format that is compatible with the information technology systems of the VILLAGE. ARTICLE 33. REPRESENTATIONSBINDING AUTHORITY. The persons executing this Contract represent that they have the full power, authority and legal right to execute and deliver this Contract and perform all of its obligations under this Contract. IN WITNESS WHEREOF, the VILLAGE and CONTRACTOR hereto have made and executed this Contract as of the day and year first above written. CONTRACTOR: BY: / Print Name : 14ve rea Je&-n -7ir-o z z r 1 Title: / ESr j w VILLAGE OF NORTH PALM BEACH BY: SfJSAN BICKEL MAYOR ATTEST: JES CA GREEN VIL GE CLERK APPROVED AS TO FORM AND LEGAL SUFFICIENCY: 10 BY: LEONARD G. RUBIN VILLAGE ATTORNEY 11 VILLAGE OF NORTH PALM BEACH VILLAGE MANAGER’S OFFICE TO: Honorable Mayor and Council THRU: FROM: Chuck Huff, Interim Village Manager Zakariya M. Sherman, Director of Leisure Services DATE: October 27, 2022 SUBJECT: RESOLUTION – Approval of an Amendment to the Contract with Big Fun, Inc. for carnival rides at Heritage Day In 2019, Village Staff issued a Request for Proposals (RFP) for amusement rides for the Village’s annual Heritage Day Festival. Big Fun, Inc. was the only company that submitted a proposal. On February 13, 2020, Council accepted the proposal submitted by Big Fun, Inc. to provide rides for Heritage Day for a 3-year term (2020, 2021 and 2022) at a total annual cost not to exceed $42,000 per year. As you know, Heritage Day was canceled in 2020 and 2021 due to Covid-19. In addition, Big Fun, Inc. issued staff an updated proposal for FY23, since they knew there would be an increase due to inflation. The proposal included a price increase of $13,860.00. Consequently, staff was able to budget for the added expense. Rather than go out for bid this year, Village staff is requesting Council approval of an Amendment to the Contract with Big Fun, Inc. to extend it for one more year and waive the Village’s purchasing policies and procedures. Village staff plans to go out for bid again in FY24. Account Information: Fund Department Account Number Account Description Amount General Fund Parks and Recreation A8229-35650 Heritage Weekend Expense $55,860 The attached Resolution and Amendment have been prepared/reviewed for legal sufficiency by the Village Attorney. Recommendation: Village Staff requests Council consideration and approval of the attached Resolution approving an Amendment to the Contract with Big Fun, Inc. for Heritage Day amusement rides at a cost not to exceed $55,860, with funds expended from Account No. A8229-35650 (Parks and Recreation – Heritage Weekend Expense), and authorizing the Mayor and Village Clerk to execute the Amendment in accordance with Village policies and procedures. RESOLUTION 2022 - A RESOLUTION OF THE VILLAGE COUNCIL OF THE VILLAGE OF NORTH PALM BEACH, FLORIDA APPROVING AN AMENDMENT TO THE CONTRACT WITH BIG FUN, INC. TO PROVIDE AMUSEMENT RIDES FOR HERITAGE DAY 2023 AND AUTHORIZING THE MAYOR AND VILLAGE CLERK TO EXECUTE THE AMENDMENT; WAIVING THE VILLAGE’S PURCHASING POLICIES AND PROCEDURES; PROVIDING FOR CONFLICTS; AND PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, through the adoption of Resolution 2020-15 on February 13, 2020, the Village Council approved a Contract with Big Fun, Inc. to provide amusement rides for Heritage Day 2020 through 2022 based on a proposal submitted in response to the Village’s RFP; and WHEREAS, due to COVID-19, the Village canceled Heritage Day in 2020 and 2021, and the parties have agreed to amend the Contract to extend the term for an additional one-year period and increase the compensation paid by the Village; and WHEREAS, the Village Council determines that the approval of the Amendment to the Contract 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 an Amendment to the Contract with Big Fun, Inc. to extend the term for an additional one-year period and increase the compensation to $55,860.00 for Heritage Day 2023, with funds expended from Account No. A8229-35650 (Parks and Recreation – Heritage Weekend Expense). The Village Council further authorizes and directs the Mayor and Village Clerk to execute the Amendment, a copy of which is attached hereto and incorporated herein. Section 3. In approving the Amendment to the Contract, the Village Council waives all conflicting purchasing policies and procedures. Section 4. All resolutions or parts of resolutions in conflict with this Resolution are hereby repealed to the extent of such conflict. Section 5. This Resolution shall take effect immediately upon its adoption. PASSED AND ADOPTED THIS DAY OF , 2022. (Village Seal) MAYOR ATTEST: VILLAGE CLERK 1 AMENDMENT TO CONTRACT This Amendment is made as of the _______ day of _____________, 2022, by and between the VILLAGE OF NORTH PALM BEACH, a Florida municipal corporation, hereinafter referred to as the VILLAGE, and BIG FUN, INC., a Florida corporation, hereinafter referred to as CONTRACTOR, whose Federal Employer I.D. is 20-1152264. WHEREAS, on February 13, 2020, the VILLAGE and CONTRACTOR executed a Contract whereby CONTRACTOR agreed to provide amusement rides for the VILLAGE’s Heritage Day event for 2020, 2021 and 2022; and WHEREAS, the VILLAGE canceled Heritage Day in 2020 and 2021 because of the COVID-19 pandemic, and due to inflation and supply chain issues, CONTRACTOR has agreed to provide amusement rides for Heritage Day 2023 at an increased cost; and WHEREAS, the parties wish to amend the Contract to provide for these modifications. NOW, THEREFORE, in consideration of the promises and mutual covenants set forth in the Contract and this Amendment, the receipt and sufficiency of which is hereby acknowledged by both parties, the VILLAGE and CONTRACTOR agree as follows: A. CONTRACTOR shall provide amusement rides for Heritage Day 2023, and the parties agree to amend subsections 1 and 2 of Article 1(C) to read as follows: 1. CONTRACTOR shall stage all rides/attractions at the VILLAGE’s designated location so that they are ready for inspection by the State of Florida on Friday, March 31, 2023 (day before the event) and shall provide the required services at the VILLAGE’s designated location on Saturday, April 1, 2023 (day of event). 2. In the event of inclement weather, CONTRACTOR shall provide the required services at the VILLAGE’s designated location on Sunday April 2, 2023 (day after event). B. The parties agree to amend Article 2(D) to extend the term of the Contract for an additional one-year period, unless terminated earlier in accordance with Article 7. C. The parties agree to amend Article 4(A) of the Contract to increase the amount of compensation paid by the VILLAGE to CONTRACTOR to Fifty-Eight Thousand Eight Hundred and Sixty Dollars and No Cents ($58,860.00) for Heritage Day 2023. The Village shall pay the fifty percent (50%) deposit on or before February 1, 2023. D. The parties agree to add a new Article 34 to the Contract to read as follows: ARTICLE 34. E-VERIFY CONTRACTOR warrants and represents that CONTRACTOR and all subcontractors are in compliance with Section 448.095, Florida Statutes, as may be amended. CONTRACTOR has registered to use, and shall continue to use, the E- Verify System (E-Verify.gov) to electronically verify the employment eligibility of newly hired employees and has received an affidavit from each subcontractor stating that the subcontractor does not employ, contract with or subcontract with 2 unauthorized aliens. If the VILLAGE has a good faith belief that CONTRACTOR has knowingly violated Section 448.09(1), Florida Statutes, the VILLAGE shall terminate this Contract pursuant to Section 448.095(2), Florida Statutes, as may be amended. If the VILLAGE has a good faith belief that a subcontractor has knowingly violated Section 448.09(1), Florida Statutes, but CONTRACTOR has otherwise complied, it shall notify CONTRACTOR, and CONTRACTOR shall immediately terminate its contract with the subcontractor. E. All other terms and conditions of the Contract, to the extent not expressly modified herein, shall remain in full force and effect. In the event of an express conflict between the terms of the Contract and this Amendment, the terms of this Amendment shall control. IN WITNESS WHEREOF, the VILLAGE and CONTRACTOR hereto have made and executed this Amendment as of the day and year first above written. CONTRACTOR: BY: Print Name: Title: _____________________________ VILLAGE OF NORTH PALM BEACH BY: ________________________________ DEBORAH SEARCY MAYOR ATTEST: BY: ________________________________ JESSICA GREEN, VILLAGE CLERK APPROVED AS TO FORM AND LEGAL SUFFICIENCY: BY: ________________________________ VILLAGE ATTORNEY BIG FUN, INC. PROPOSAL N.P.B. 2023 HERITAGE FESTIVAL P. O. Box 699 Jensen Beach, Fl. 34958 Phone (772) 285-2208 Fax (772) 225-0300 September 10, 2022 Stephen Poh Superintendent of Parks and Recreation Village of North Palm Beach 603 Anchorage Dr. North Palm Beach, Fl. 33408 Hi Stephen, As in our phone conversation, there will be an increase in cost to provide the rides for the Heritage Festival. In the past we did annual contracts, and were able to adjust prices on a yearly basis, if needed. Looking back over the past ten years or so, we had years with no price increase, and others with small price increases. With the current 3 year contract, which is what I’d prefer, we are unable to make the annual adjustments. That is the only downfall, that I see, in the long term agreement. Due to the unprecedented increases in the cost of virtually every aspect of our business, over the past 24 months, and with no let up insight, this years increase, unfortunately, is not small. As you are aware, fuel prices have almost doubled, which we are feeling in our transportation costs, and when we fuel the generators that provide the power to run the event. Along with the fuel costs, our labor rates are up, substantially as well. The State has increased the cost of inspections/permits for the rides at each event by 200-300 percent, depending on the ride, and our insurance rates have followed along, with an almost 100 percent increase since we did the bid in 2020, for the 3 year agreement. On a normal year we might see a slight increase in one of these categories, two at most, this past year the increases were across the board and not small. After running the numbers, and hoping things don’t continue to rise, the cost to produce an event along the lines of what we did in 2022 would be $55,860 The question during and after last years event was what would the cost be to possibly add 2 more rides? If we were to add 2 more rides, cost for those additional rides could range from $7,500.00 to $20,000.00 depending on what type of rides they were, kiddie, family, or spectacular, availability, and transportation costs to get them there. Sincerely, Michael Doolan Big Fun, Inc. PO Box 699 Jenson Beach, Florida BIG FUN, INC. North Palm Beach Heritage Day Festival Event Info, Photos, Ride Specs and Insurance Certificates BIG FUN, INC. North Palm Beach Heritage Day Festival Amusement Rides April 4, 2020 Noon - 8 pm This proposal is submitted by Big Fun, inc. and all equipment in this proposal is available at time of proposal, subject to availability at time of acceptance. Submitted by Michael Doolan, President, Big Fun, Inc. BIG FUN, INC. Event: North Palm Beach Heritage Day Festival Date: April 4, 2020 Times: Noon - 8pm Location: Anchorage Park 603 Anchorage Dr. North Palm Beach, FI. 33408 SERVICE PROVIDED: PROPOSAL OUTLINE Big Fun will operate amusement rides and attractions at the Heritage Day Festival for the above listed hours. All rides listed in this proposal are available at time of proposal, subject to availability at time of acceptance. In the event a ride is no longer available, Big Fun reserves the right to substitute a ride of equal or greater value. All event packages require a minimum of 1 generator. Generators will be supplied by Big Fun, with service cost to be additional. All local permits are the responsibility of the event. All State inspections and permits are the responsibility of Big fun, with fees to be billed to event. All proposal prices, include delivery, set-up, operating hours and dismantling fees. Event location needs to be available no less than 48 hours prior to scheduled inspections. BIG FUN, INC. P. O. Box 699 Jensen Beach, FI. 34958 Annual permit for any ride Inspection fees Kiddie Non -kiddie Super Re -inspection fee Late request fee Failure to cancel Weekend or State holiday inspection fee 2019-2020 FL. STATE FEES Phone (772) 285-2208 Fax (772) 225-0300 500.00 45.00 90.00 175.00 500.00 100.00 per ride 100,00 per ride 75.00 per ride BIG FUN, INC. P. O. Box 699 Jensen Beach, FI. 34958 PRICE LIST Phone(772)285-2208 Fax(772)225-0300 ALL RIDES ARE PRICED INDIVIDUALLY. ROCK STAR 6,950.00 PHARAOH'S FURY 6,950.00 CLIFF HANGER 63,950.00 ZERO GRAVITY 53,450.00 SURF CITY 45950.00 BARREL OF FUN 3,750.00 SWINGER 45250.00 FUN SLIDE 2,950.00 RIO GRANDE TRAIN 23,350.00 CROSS COUNTRY ADVENTURE 2,350.00 KIDDIE SWING 2,350.00 KIDDIE CARS 2,350.00 CAROUSEL 4,950.00 DRAGON WAGON 2,950.00 ROCKIN TUG 4,750.00 WILD ONE OBSTACLE COURSE 15250.00 All ride packages require a minimum of two generators 750.00 ea. BIG FUN, INC. REFERENCES Phone69................J...en..ss'ee...Beach..n F.. 34958 '.,,,..,.........................,,....,........................................................................................................................""............................................................ P O. Bo9 , I. e (772) 285-2208 Fax (772) 225-0300x Christine Najac City of Oakland Park Event Producer 561)866-2760 Holiday Village Event Sharon Duke, CPRP Recreation Center Supervisor II James A. Rutherford Center Boca Raton, Fl. 561)367-7037 2018 -current Annually, we do two events at Patch Reef Park. The Children's Winter and Spring fair. 2000 -current Ron Rose Jensen Beach Chamber of Commerce 772)334-3444 Jensen Beach Pineapple Festival Eric Waters Recreation Coordinator City of Oakland Park 954) 630-4507 Annual Oakland Park Youth Day Bill Egan Parks and Recreation Village of North Palm Beach, Fl. 561)797-3003 1998 -current 2000 -current Annual Heritage Day Festival 2005 -current A " ® v( J/^ CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) 10/ 15/2019 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCERCONTACT Allied Specialty Insurance, Inc. NAME: ac°No Ext): A/C, No): 10451 Gulf Blvd ADDRIESS: Treasure Island, FL 33706-4814 INSURER(S) AFFORDING COVERAGE NAIC # INSURER A: T.H.E. Insurance Company 12866 5/04/2019 INSURED Doolan Amusement Company, Inc., Big Fun, Inc., INSURER B: 1,000,000 Banquet in a Bun and TGIR Properties, Inc. INSURERC: 100,000 4331 SE Hopetown Terrace INSURER D INSURER E: Stuart, FL 34997 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSRLTR TYPE OF INSURANCE ADSL SUBR POLICY NUMBER POLICY EFF MM/DD/YYYY POLICY EXP MM/ D/YYYY LIMITS A X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE X OCCUR CPP0101206-09 5/04/2019 5/04/2020 EACH OCCURRENCE 1,000,000 DAMAGE To TED PREMISES (E. occurrence) 100,000 MED EXP (Any one person) PERSONAL & ADV INJURY 1,000,000 AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE 10,000,000GEN'L POLICY PRO- JECT [:]LOC PRODUCTS - COMP/OP AGG 1,000,000 OTHER: A AUTOMOBILE LIABILITY CPP0101206-09 5/04/2019 5/04/2020 COMBINEDSINGLELIMIT 1'000'000 BODILY INJURY (Per person) AUTOIANY OWNED X SCHEDULEDAUTOSONLY / AUTOS XHIRED / NON -OWNED AUTOS ONLY X AUTOS ONLY BODILY INJURY (Per accident) PROPERTY DAMAGE Per accident A UMBRELLA LIAB X OCCUR ELP0010895 07 5/04/2019 5/04/2020 EACH OCCURRENCE 4,000,000 _ AGGREGATE 4,000,000XEXCESSLIABCLAIMS -MADE DED RETENTION $ rA WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANYPROPRIETOR/PARTNER/EXECUTIVE WCP0004513-019 5/15/2019 5/15/2020 X PER OH STATUTE ER E.L. EACH ACCIDENT 1,000,000 E.L. DISEASE - EA EMPLOYEE 1,000,000 OFFICER/MEMBER EXCLUDED? Mandatory in NH) N/A E.L. DISEASE - POLICY LIMIT 1,000,000Ifyes, describe under DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) OFINSURANCE ONLY.,=,,.<_..,<.......,.«........«..,....,.,.,<.,>,..,.<.,....,_..<.<,.,.,.,.<,. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. PROOF OF INSURANC ONLY********************* AUTHORIZE REPRESENTATIVE C C 1988-201.5/ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD EXHIBIT "B" PROPOSAL FORM HERITAGE DAY AMUSEMENT RIDES SUBMIT ONE (1) ORGINAL AND ONE (1) COPY OF YOUR PROPOSAL TO: Village of North Palm Beach 501 U.S. Highway One, North Palm Beach, FL 33408 Attn: Village Clerk's Office Proposer's Name: I C Fu:') Tv,C . Please specify the type of'entity, e.g. corporation or partnership) FEIN No.: 20 -- i1 ZZb`I E -Mail: Mel, L 13ell o;+,z,}' Address: G4-c'On . V=A 3'-Vg5'6 Telephone No.: 1-12 285"--Zz.0S Fax Number: In accordance with the terms and conditions stated in the Request for Proposals (RFP), the undersigned agrees to provide the Heritage Day Amusement Rides at a total annual cost including the payment and performance bond, state inspection and all additional costs to operate the rids/attractions) not to exceed: T.9.-D, Figures) ro be. c3e—+-ery-,-w eA Dollars Written Out) The proposal shall be attached to this form and shall specifically include: 1. List of rides/attractions and total cost of operating each ride/attraction (inclusive of staffing, generators/power and equipment). 2. Cost of state inspection. 3. Any additional costs to operate the rides/attractions in accordance with the Specifications not included in the costs listed above. 4. List of references as required by Specifications. Authorized R presentative's Signature Date 01)a -e- 1 —00U arm ?r" -r - Print Name Position EXHIBIT "C" CONFIRMATION OF DRUG-FREE WORKPLACE In accordance with Section 287. 087, Florida Statutes, whenever two (2) or more bids or proposals are equal with respect to price, quality and service, which are received by any political subdivision for the procurement of commodities or contractual services, a bid or proposal received from a business that certifies that it has implemented a drug-free workplace program shall be given preference in the award process. In order to have a drug-free workplace program, a business shall: 1) Publish a statement notifying employees that the unlawful manufacture, distribution, dispensing, possession or use of a controlled substance is prohibited in the workplace and specifying the actions that will be taken against employees for violations of such prohibition. 2) Inform employees about the dangers of drug abuse in the workplace, the business's policy of maintaining a drug-free workplace, any available drug counseling, rehabilitation and employee assistance programs, and the penalties that may be imposed upon employees for drug abuse violations. 3) Give each employee engaged in providing the commodities or contractual services that are under bid or proposal a copy of the statement specified in subsection (1). 4) In the statement specified in subsection (1), notify the employees that, as a condition of working on the commodities or contractual services that are under bid or proposal, the employee will abide by the terms of the statement and will notify the employer of any conviction of, or plea of guilty or nolo contendere to, any violation of chapter 893 or of any controlled substance law of the United States or any state, for a violation occurring in the workplace no later than five 5) days after such conviction. 5) Impose a sanction on, or require the satisfactory participation in a drug abuse assistance or rehabilitation program if such is available in the employee's community by, any employee who is so convicted. 6) Make a good faith effort to continue to maintain a drug-free workplace through implementation of this section. As the person authorized to execute this confirmation, the undersigned certifies that z . Toe- complies fully with the above requirements. Authorized Re resentative's Signature Date cc af LJc.o v Print Name: Pr -e -S . Position EXHIBIT "D" PUBLIC ENTITY CRIMES STATEMENT UNDER 287.133, FLORIDA STATUTES 1. This sworn statement is submitted to the Village of North Palm Beach, Florida by Mic,hae,I17t>L)rav- pres,d'-Ai 61!! FUU1.-rylr, for rmt individual's name and title) 1 c 70n _ L pri t name of entity submitting sworn statement) whose business address is PO .?c,x to and (if applicable) its Federal Employer Identification Number (FEIN) is: -LO- %QTZZb4 If the entity has no FEIN, include the Social Security Number of the Individual signing this sworn statement: ) 2. I understand that a "public entity crime" as defined in Paragraph 287.133(1)(g), Florida Statutes, means a violation of any state or federal law by a person with respect to and directly related to the transaction of business with any public entity or with an agency or political subdivision of any other state or of the United States, including, but not limited to, any bid or contract for goods or services to be provided to any public entity or an agency or political subdivision or any other state or of the United States and involving antitrust, fraud, theft, bribery, collusion, racketeering, conspiracy, or material misrepresentation. 3. I understand that "convicted" or "conviction" as defined in Paragraph 287.133(1)(b), Florida Statutes, means a finding of guilt or a conviction of a public entity crime, with or without an adjudication of guilt, in any federal or state trial court of record relating to charges brought by indictment or information after July 1, 1989, as a result of jury verdict, nonjury trial, or entry of a plea of guilty or nolo contendere. 4. 1 understand that an "affiliate" as defined in Paragraph 287.133(l)(a), Florida Statutes, means: a. A predecessor or successor of a person convicted of a public entity crime; or b. An entity under the control any natural person who is active in the management of the entity and who has been convicted of a public entity crime. The term affiliate" includes those officers, directors, executives, partners, shareholders, employees, members, and agents who are active in the management of an affiliate. The ownership by one person of shares constituting a controlling interest in another person or a pooling of equipment or income among persons when not for fair market value under an arm's length agreement, shall be a prima facie case that one person controls another person. A person who knowingly enters into a joint venture with a person who has been convicted of a public entity crime in Florida during the preceding 36 months shall be considered an affiliate. 5. I understand that a "person" as defined in Paragraph 287.133(1)(e), Florida Statutes, means any natural person or entity organized under the laws of any state or of the United States with the legal power to enter into binding contract and which bids or applies to bid on contracts for the provision of goods or services let by a public entity, or which otherwise transacts or applies to transact business with a public entity. The term "person" includes those officers, directors, executives, partners, shareholders, employees, members, and agents who are active in management of an entity. 6. Based on information and belief, the statement which I have marked below is true in relation to the entity submitting this sworn statement. (indicate which statement applies.) Neither the entity submitting this sworn statement, nor any of its officers, directors, executives, partners, shareholders, employees, members, or agents who are active in the management of the entity, nor any affiliate of the entity has been charged with and convicted of a public entity crime subsequent to July 1, 1989. The entity submitting this sworn statement, or one or more of its officers, directors, executives, partners, shareholders, employees, members, or agents who are active in the management of the entity, or an affiliate of the entity has been charged with and convicted of a public entity crime subsequent to July 1, 1989. The entity submitting this sworn statement, or one or more of its officers, directors, executives, partners, shareholders, employees, members, or agents who are active in the management of the entity, or an affiliate of the entity has been charged with and convicted of a public entity crime subsequent to July 1, 1989. However, there has been a subsequent proceeding before a Hearing Officer of the State of Florida, Division of Administrative Hearings and the Final Order entered by the Hearing Officer determined that it was not in the public interest to place the entity submitting this sworn statement on the convicted vendor list. (attach a copy of the final order) I UNDERSTAND THAT THE SUBMISSION OF THIS FORM TO THE CONTRACTING OFFICER FOR THE PUBLIC ENTITY IDENTIFIED IN PARAGRAPH 1 (ONE) ABOVE IS FOR THAT PUBLIC ENTITY ONLY AND, THAT HIS FORM IS VALID THROUGH DECEMBER 31 OF THE CALENDAR YEAR IN WHICH IT IS FILED. I ALSO UNDERSTAND THAT I AM REQUIRED TO INFORM THE PUBLIC ENTITY PRIOR TO ENTERING INTO A CONTRACT IN EXCESS OF THE THRESHOLD AMOUNT PROVIDED IN SECTION 287.017, FLORIDA STATUTES FOR CATEGORY TWO OF ANY CHANGE IN THE INFORMATION CONTAINED IN THIS FORM. Signature) The foregoing document was s or and subscribed before me this day of I ( L6 wb IA c e a r who is ersonally known to me or produce l as i 'fi atio1. Q LTANISHA. STREET o r Public hYr P G Notate of Florida y_ GG 235235 My Commission Expires: Mys Aug. 12, 2022 EXHIBIT "E" SCRUTINIZED VENDOR CERTIFICATION PURSUANT TO SECTION 287.135, FLORIDA STATUTES This sworn statement is submitted to the Village of North Palm Beach, Florida by Mie,2e_l print individual's name and title) for name of entity submitting sworn statement) whose business address is o. and (if applicable) its Federal Employer Identification Number (FEIN) is: '2_0.1 iS ZZ6y If the entity has no FEIN, include the Social Security Number of the Individual signing this sworn statement: ) 1. I hereby certify that the above-named entity: A. Does not participate in the boycott of Israel; and B. Is not on the Scrutinized Companies that Boycott Israel List. 2. If the Contract for goods and services is for more than $1,000, 000, I hereby certify that the above-named entity: A. Is not on the Scrutinized Companies with Activities in Sudan List; and B. Is not on the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List; and C. Has not engaged in business operations in Cuba or Syria. Section 287.135, Florida Statutes, prohibits the Village from: (1) contracting with companies for goods or services in any amount if at the time of bidding on, submitting a proposal for, or entering into or renewing a contract if the company is on the Scrutinized Companies that Boycott Israel List, created pursuant to Section 215.4725, Florida Statutes, or is engaged in a boycott of Israel; and (2) contracting with companies, for goods or services over $1,000,000 that are on the Scrutinized Companies with Activities in Sudan List or the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List created pursuant to Section 215.473, Florida Statutes or is engaged in business operations in Cuba or Syria. As the person authorized to sign on behalf of the above-named entity, I hereby certify that the statements set forth above are true and that pursuant to Section 287.135, Florida Statutes, the submission of a false certification may subject the company to civil penalties, attorney's fees and/or costs. I further understand that any contract with the Village for goods or services may be terminated at the option of the Village if the company has been found to have submitted a false certification. Signature) The foregoing documgnl as sj vo and subscribed before me this day of CAn,_ q l 2 )by f`'t l WkI , who is personally known to me or produced L L_ as identificaTion. ck Notary Public TANISHA D. STREET My Commission Expires: 8P& 2022 Notary Public, State of Florida z° ,K` Commission# GG 2352 5 1Y= My comm. expires Aug. 2 a 1 F%)A SAC. iso K 611 Sen a &J+, Fl. 3*tsS8 s ec 1 1 Pro p o's CLl rviusemen4 Rides RESOLUTION 2020-15 A RESOLUTION OF THE VILLAGE COUNCIL OF THE VILLAGE OF NORTH PALM BEACH, FLORIDA ACCEPTING THE PROPOSAL SUBMITTED BY BIG FUN, INC. TO PROVIDE AMUSEMENT RIDES FOR HERITAGE DAY 2020 THROUGH 2022 AND AUTHORIZING THE MAYOR AND VILLAGE CLERK TO EXECUTE A CONTRACT FOR ON BEHALF OF THE VILLAGE; AND PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, the Village issued a Request for Proposals for the Heritage Day 2020-22 amusement rides; and WHEREAS, Village Staff recommended accepting the proposal submitted by Big Fun Inc., a Florida corporation, at a total annual cost not to exceed $42,000.00; and WHEREAS, the Village Council determines that the acceptance of the proposal recommended by Village Staff 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 accepts the proposal submitted by Big Fun, Inc. for the Heritage Day 2020-22 amusement rides at a total annual cost not to exceed $42,000.00, with funds expended from Village Account No. A8229-35650 (Special Events — Heritage Day). Section 3. The Village Council further authorizes and directs the Mayor and Village Clerk to execute a three-year Contract with Big Fun, Inc., a copy of which is attached hereto and incorporated herein, to perform such services in accordance with the terms and conditions set forth in the Request for Proposals issued by the Village. Section 4. This Resolution shall take effect immediately upon its adoption. PASSED AND ADOPTED THIS 13TH DAY OF FEBRUARY, 2020. Village Sea?), AYOR ATTEST: VILLAGE CLERK i CONTRACT This Contract is made as of the day of , 0205 by and between the VILLAGE OF NORTH PALM BEACH, a Florida municipal o ration, hereinafter referred to as the VILLAGE, and BIG FUN, INC., a Florida corpora ion, hereinafter referred to as CONTRACTOR, whose Federal Employer I.D. is 20-1152264. In consideration of the promises and mutual covenants herein contained, it is hereby agreed that CONTRACTOR shall provide to the VILLAGE all goods and services requested under Request for Proposals for Heritage Day Amusement Rides and as further stated in CONTRACTOR's Proposal and pursuant to the terms and conditions of this Contract. ARTICLE 1. SERVICES OF CONTRACTOR. A. CONTRACTOR shall provide all goods and services as stated in the Request for Proposals and CONTRACTOR's Proposal, as incorporated herein by reference, to that degree of care and skill ordinarily exercised, under similar circumstances, by reputable members of its profession practicing in the same or similar locality at the time the services are provided. CONTRACTOR certifies that it is licensed to perform the requested services in the State of Florida and Palm Beach County. B. CONTRACTOR certifies that it is licensed to perform the requested services in the State of Florida and Palm Beach County and shall comply with all applicable federal, state and local laws, ordinances, rules and regulations. C. CONTRACTOR shall provide the required goods and services in accordance with the following: 1. CONTRACTOR shall stage all rides/attractions at the VILLAGE's designated location so that they are ready for inspection by the State of Florida on Friday, April 3, 2020 (day before the event) and shall provide the required services at the VILLAGE's designated location on Saturday, April 4, 2020 (day of event). In 2021, the inspection shall take place on Friday April 2, 2021 and the event shall take place on Saturday, April 3, 2021. In 2022, the inspection take place on Friday, April 1, 2022 and the event shall take place on Saturday, April 2, 2022. 2. In the event of inclement weather, CONTRACTOR shall provide the required services at the VILLAGE's designated location on Sunday April 5, 2020 (day after event) or Sunday April 4t' in 2021 and Sunday April 3rd in 2022. 3. If inclement weather continues and the VILLAGE, in its sole discretion, decides not to conduct the Heritage Day festivities, the VILLAGE shall pay CONTRACTOR for the documented and verified costs of goods and services actually provided, not to exceed the maximum compensation set forth in Article 4. 4. CONTRACTOR shall obtain all required permits and inspections. To the extent permitted by law, the VILLAGE shall waive all VILLAGE permit and inspection fees. 5. CONTRACTOR shall be responsible for maintaining, storing and protecting all rides/attractions from all acts of nature, theft, vandalism or other means of damage or destruction. 6. CONTRACTOR shall be responsible for removing and clearing the rides/attractions on the day of the festivities. D. The services provided by CONTRACTOR shall be commenced subsequent to the execution and approval of this Contract and as stated in the Request for Proposals. ARTICLE 2. PERIOD OF SERVICE. A. CONTRACTOR shall provide all goods and services in accordance with the terms of the Request for Proposals and this Contract. Time is of the essence. B. In the event of unpreventable acts or occurrences wholly beyond the control of and attributable to CONTRACTOR or the VILLAGE, including, by way of example, acts of God, fire, flood, riots, war, terrorist activities, drought conditions, hurricanes or other severe and unforeseen storm events ("Force Majeure Events"), prevent the CONTRACTOR from performing the services contemplated by this Contract, the CONTRACTOR shall be excused from performance under the terms of this Contract and the VILLAGE shall be relieved from payment for such services. C. Notwithstanding the foregoing, CONTRACTOR shall not be entitled to an increase in the agreed to compensation in this Contract or payment or compensation of any kind from the VILLAGE for direct, indirect, consequential, impact or other costs, expenses or damages, including but not limited to costs of acceleration or inefficiency, arising because of delay, disruption, interference or hindrance from any cause whatsoever. Provided, however, that this provision shall not preclude recovery or damages by CONTRACTOR for hindrances or delays due solely to fraud, bad faith or active interference on the part of the VILLAGE or its agents. D. This Contract shall become effective upon approval by the VILLAGE Council and shall remain in effect for a period of three (3) years, unless earlier terminated in accordance with Article 7. Any variation to the terms and conditions set forth herein shall be in writing and signed by both parties. ARTICLE 3. VILLAGE'S REPRESENTATIVE. Unless otherwise specified by the VILLAGE, the VILLAGE's representative shall be the Village Parks and Recreation Supervisor. ARTICLE 4. COMPENSATION AND METHOD OF PAYMENT. A. The VILLAGE agrees to compensate CONTRACTOR for the provision of all goods and services set forth in the Request for Proposals and as stated in CONTRACTOR's Proposal in an amount not to exceed Forty -Two Thousand Dollars and No Cents ($42,000.00) for each year of the Contract. All pricing shall be in accordance with CONTRACTOR's Proposal dated January 14, 2020. B. The VILLAGE shall pay CONTRACTOR a deposit of up to fifty percent (50%) within ten 10) days after execution of this Contract by the VILLAGE for services to be performed in 2020. The balance of the compensation due to the CONTRACTOR for 2020 shall be paid subsequent to 2 V the Heritage Day event upon satisfactory completion of all services. The VILLAGE and CONTRACTOR shall agree to deposit payment dates for services performed in 2021 and 2022, with final payment for each year to be paid subsequent to the Heritage Day event upon satisfactory completion of all services. C. CONTRACTOR shall submit an invoice(s) to the VILLAGE for said compensation on the date and time mutually agreed upon by the VILLAGE and CONTRACTOR. All invoice(s) received from CONTRACTOR pursuant to this Contract will be reviewed and approved by the VILLAGE's representative, indicating that goods and services have been provided and rendered in conformity with the Contract and then will be sent to the Finance Department for payment. Invoices will normally be paid within thirty (30) days following the VILLAGE representative's approval. D. Services undertaken or expenses incurred that exceed the amount set forth in this Contract without prior written authorization from the VILLAGE shall be the sole liability of CONTRACTOR. E. CONTRACTOR waives consequential or incidental damages for claims, disputes or other matters in question arising out of or relating to this Contract. F. In order for both parties herein to close their books and records, CONTRACTOR will clearly state "final invoice" on CONTRACTOR's final/last billing to the VILLAGE. This certifies that all goods have been provided and services performed and all charges have been invoiced to the VILLAGE. Since this account will thereupon be closed, any and other further charges if not properly included in this final invoice are waived by CONTRACTOR. The VILLAGE will not be liable for any invoice from CONTRACTOR submitted thirty (30) days after the provision of the required goods and services. G. If the VILLAGE disputes any invoice or part of an invoice, VILLAGE shall notify CONTRACTOR of such dispute within fifteen (15) days of receipt of the invoice. VILLAGE reserves the right to off -set, reduce or withhold any payment to CONTRACTOR in accordance with the terms and conditions of this Contract. ARTICLE 5. INDEMNIFICATION. A. To the fullest extent permitted by applicable laws and regulations, CONTRACTOR shall indemnify and save harmless and defend the VILLAGE, its officials, agents, servants, and employees from and against any and all claims, liability, losses, and/or causes of action arising out of or in any way related to the services furnished by the CONTRACTOR pursuant to this Contract, including, but not limited to, those caused by or arising out of any act, omission, negligence or default of the CONTRACTOR and/or its subcontractors, agents, servants or employees. B. The CONTRACTOR shall not be required to indemnify the VILLAGE, its officials, agents, servants and employees when the occurrence results solely from the wrongful acts or omissions of the VILLAGE, its officials, agents, servants and employees. The terms of this Section shall survive completion of all services, obligations and duties provided for in this Contract as well as the termination of this Agreement for any reason. - C. Nothing contained in this Contract shall create a contractual relationship with or a cause of action in favor of a third party against either the VILLAGE or the CONTRACTOR, nor shall this Contract be construed a waiver of sovereign immunity beyond the limited waiver provided in Section 768.28, Florida Statutes. ARTICLE 6. PERSONNEL. A. CONTRACTOR represents that it has, or will secure at its own expense, all necessary personnel required to perform the Work under this Contract. Such personnel shall not be employees of or have any contractual relationship with the VILLAGE. B. All of the Work required hereunder shall be performed by CONTRACTOR or under its supervision, and all personnel engaged in performing the Work shall be fully qualified and, if required, authorized or permitted under state and local law to perform such Work. C. All of CONTRACTOR's personnel (and all sub -contractors) while on VILLAGE premises, will comply with all VILLAGE requirements governing conduct, safety, and security. ARTICLE 7. TERMINATION. This Contract may be cancelled by CONTRACTOR upon ninety (90) days' prior written notice to the VILLAGE's representative in the event of substantial failure by the VILLAGE to perform in accordance with the terms of this Contract through no fault of CONTRACTOR. It may also be terminated, in whole or in part, by the VILLAGE, with or without cause, upon thirty (30) days written notice to CONTRACTOR. Unless CONTRACTOR is in breach of this Contract, CONTRACTOR shall be paid for services rendered to the VILLAGE's satisfaction through the date of termination. ARTICLE 8. FEDERAL AND STATE TAX. The VILLAGE is exempt from payment of Florida State Sales and Use Tax. CONTRACTOR shall not be exempted from paying sales tax to its suppliers for materials used to fill contractual obligations with the VILLAGE, nor is CONTRACTOR authorized to use the VILLAGE's Tax Exemption Number in securing such materials. ARTICLE 9. INSURANCE. Prior to commencing any Work, CONTRACTOR shall provide certificates evidencing insurance coverage as required in the Proposal Documents. All insurance, other than Worker's Compensation, to be maintained by CONTRACTOR shall specifically include the VILLAGE as an Additional Insured. ARTICLE 10. PAYMENT AND PERFORMANCE BOND. A. CONTRACTOR be required to furnish a payment and performance bond with a carrier duly licensed and authorized to do business in the State of Florida, equal to one hundred percent of the total amount of the contract to assure faithful performance and timely payments to all persons providing labor, materials or supplies used in the performance of the work. B. CONTRACTOR shall be required at all times to have a valid payment and performance bond in force covering the work being performed. A failure to have such a bond in force at any time shall constitute a default on the part of CONTRACTOR. A bond written by a surety, who becomes disqualified to do business in the State of Florida, shall automatically constitute a failure on the part of the selected proposer to meet the above requirements. ARTICLE 11. SUCCESSORS AND ASSIGNS. The VILLAGE and CONTRACTOR each binds itself and its partners, successors, executors, administrators, and assigns to the other party of this Contract and to the partners, successors, executors, administrators and assigns of such other party, in respect to all covenants of this Contract. Except as above, neither the VILLAGE nor CONTRACTOR shall assign, sublet, convey or transfer its interest in this Contract without the written consent of the other. Nothing herein shall be construed as creating any personal liability on the part of any officer or agent of the VILLAGE which may be a parry hereto, nor shall it be construed as giving any rights or benefits hereunder to anyone other than the VILLAGE and CONTRACTOR. ARTICLE 12. GOVERNING LAW, VENUE AND REMEDIES. A. This Contract shall be governed by the laws of the State of Florida. Any and all legal action necessary to enforce the Contract will be held in Palm Beach County. B. 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 or 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. C. The VILLAGE and CONTRACTOR knowingly, voluntarily and intentionally waive any right they may have to trial by jury with respect to any litigation arising out of or in connection with this Contract. ARTICLE 13. INDEPENDENT CONTRACTOR RELATIONSHIP. CONTRACTOR is, and shall be, in the performance this Contract, an Independent Contractor, and not an employee, agent, or servant of the VILLAGE. All persons engaged in any of the work performed pursuant to this Contract shall at all times, and in all places, be subject to CONTRACTOR's sole direction, supervision, and control. CONTRACTOR shall exercise control over the means and manner in which it and its employees perform the Work. ARTICLE 14. NONDISCRIMINATION. CONTRACTOR warrants and represents that all of its employees are treated equally during employment without regard to race, color, religion, disability, sex, age, national origin, ancestry, marital status, or sexual orientation. ARTICLE 15. ENFORCEMENT COSTS. If any legal action or other proceeding is brought for the enforcement of this Contract, or because of an alleged dispute, breach, default or misrepresentation in connection with any provisions of this Contract, the successful or prevailing party or parties shall be entitled to recover reasonable attorney's fees, court costs and all expenses (including taxes) even if not taxable as court awarded costs (including, without limitation, all such fees, costs and expenses incident to appeals), incurred 5 Mp in that action or proceeding, in addition to any other relief to which such party or parties may be entitled. ARTICLE 16. AUTHORITY TO PROVIDE REQUIRED SERVICES. CONTRACTOR hereby represents and warrants that it has and will continue to maintain all licenses and approvals required to conduct its business and provide the services required under this Contract, and that it will at all times conduct its business and provide the services required under this Contract in a reputable manner. Proof of such licenses and approvals shall be submitted to the VILLAGE's representative upon request. ARTICLE 17. SEVERABILITY. If any term or provision of this Contract, or the application thereof to any person or circumstances shall, to any extent, be held invalid or unenforceable, to remainder of this Contract, or the application of such terms or provision, to persons or circumstances other than those as to which it is held invalid or unenforceable, shall not be affected, and every other term and provision of this Contract shall be deemed valid and enforceable to the extent permitted by law. ARTICLE 18. MODIFICATIONS OF WORK. A. The VILLAGE reserves the right to make changes in the Work, including alterations, reductions therein or additions thereto. Upon receipt by CONTRACTOR of the VILLAGE's notification of a contemplated change, CONTRACTOR shall, in writing, provide a detailed estimate for the increase or decrease in cost due to the contemplated change. B. If the VILLAGE elects to make the change, the VILLAGE shall initiate a Contract Amendment and CONTRACTOR shall not commence work on any such change until such written amendment is signed by CONTRACTOR and approved and executed by the VILLAGE. ARTICLE 19. PROTECTION OF WORK AND PROPERTY. A. CONTRACTOR shall continuously maintain adequate protection of all goods and services provided pursuant to this Contract from damage, and shall protect the VILLAGE's property from injury or loss arising in connection with the Contract. Except for any such damage, injury, or loss, except that which may be directly due to errors caused by the VILLAGE or employees of the VILLAGE, CONTRACTOR shall provide any necessary materials to maintain such protection. B. CONTRACTOR will also take every necessary precaution to ensure the safety of the VILLAGE, public and other guests and invitees thereof at or near the areas where services are being performed and throughout the completion of such services. ARTICLE 20. NOTICE. All notices required in this Contract shall be sent by certified mail, return receipt requested, and if sent to the VILLAGE shall be mailed to: Village of North Palm Beach Attn: Village Manager 501 U.S. Highway One North Palm Beach, FL 33408 6 and if sent to CONTRACTOR shall be mailed to: Big Fun, Inc. Attn: Michael Doolan, President P.O. Box 699 Jensen Beach, FL 34958 The foregoing names and addresses may be changed if such change is provided in writing to the other party. ARTICLE 21. ENTIRETY OF CONTRACTUAL AGREEMENT. The VILLAGE and CONTRACTOR agree that this Contract sets forth the entire agreement between the parties, and that there are no promises or understandings other than those stated herein. None of the provisions, terms and conditions contained in this Contract may be added to, modified, superseded or otherwise altered, except by written instrument executed by the parties hereto. ARTICLE 22. TERMINOLOGY AND CAPTIONS. All pronouns, singular, plural, masculine, feminine or neuter, shall mean and include the person, entity, firm or corporation to which they relate as the context may require. Wherever the context may require, the singular shall mean and include the plural and the plural shall mean and include the singular. The term "Contract" as used herein, as well as the terms "herein", "hereof', hereunder", "hereinafter" and the like mean this Contract in its entirety and all exhibits, amendments and addenda attached hereto and made a part hereof. The captions and paragraph headings are for reference and convenience only and do not enter into or become a part of the context of this Contract, nor shall such headings affect the meaning or interpretation of this Contract. ARTICLE 23. WAIVER. Failure of a party to enforce or exercise any of its right(s) under this Contract shall not be deemed a waiver of that parties' right to enforce or exercise said right(s) at any time thereafter. ARTICLE 24. PREPARATION. This Contract shall not be construed more strongly against either party regardless of who was more responsible for its preparation. ARTICLE 25. MATERIALITY. All provisions of the Contract shall be deemed material. In the event CONTRACTOR fails to comply with any of the provisions contained in this Contract or exhibits, amendments and addenda attached hereto, said failure shall be deemed a material breach of this Contract and VILLAGE may at its option and without notice terminate this Contract. 7 J ARTICLE 26. EXHIBITS AND CONTRACT DOCUMENTS. Each exhibit and document referred to in this Contract forms an essential part of this Contract. The exhibits and other contract documents, if not physically attached, including, but not limited to the Request. for Proposals and the CONTRACTOR's Proposal, should be treated as part of this Contract and are incorporated herein by reference. ARTICLE 27. LEGAL EFFECT. This Contract shall not become binding and effective until approved by the Village Council of the Village of North Palm Beach. ARTICLE 28. SURVIVABILITY. Any provision of this Contract which is of a continuing nature or imposes an obligation which extends beyond the term of this Contract shall survive its expiration or earlier termination. ARTICLE 29. DEFAULT. A. Notwithstanding anything contained in this Contract to the contrary, the parties agree that the occurrence of any of the following shall be deemed a material event of default and shall be grounds for immediate termination: The filing of any judgment lien against the assets of CONTRACTOR related to the performance of this Contract which is not satisfied, discharged or contested in a court of law within thirty (30) days from the date of notice to the CONTRACTOR; or 2. The filing of a petition by or against CONTRACTOR for relief under the Bankruptcy Code, or for its reorganization or for the appointment of a receiver or trustee of CONTRACTOR or CONTRACTOR's property; or an assignment by CONTRACTOR for the benefit of creditors; or the taking possession of the property of CONTRACTOR by any governmental officer or agency pursuant to statutory authority for the dissolution or liquidation of CONTRACTOR; or if a temporary or permanent receiver or trustee shall be appointed for CONTRACTOR or for CONTRACTOR's property and such temporary or permanent receiver or Trustee shall not be discharged within thirty (30) days from the date of appointment. 3. Due to circumstances within the control of the CONTRACTOR, CONTRACTOR fails to provide the goods and services required pursuant to this Contract on schedule as agreed to by CONTRACTOR in this Contract. B. CONTRACTOR shall provide written notice to the VILLAGE of the occurrence of any event of default within five (5) days of CONTRACTOR's receipt of notice or knowledge of any such default. ARTICLE 30. WAIVER OF SUBROGATION. CONTRACTOR hereby waives any and all rights to Subrogation against the VILLAGE, its officers, employees and agents for each required policy. When required by the insurer, or should 8 a policy condition not permit an insured to enter into a pre -loss agreement to waive subrogation without an endorsement, then CONTRACTOR shall agree to notify the insurer and request the policy be endorsed with a Waiver of Transfer of Rights of Recovery Against Others, or its equivalent. This Waiver of Subrogation requirement shall not apply to any policy, which a condition to the policy specifically prohibits such an endorsement, or voids coverage should CONTRACTOR enter into such an agreement on a pre -loss basis. ARTICLE 31. INSPECTOR GENERAL CONTRACTOR is aware that the Inspector General of Palm Beach County has the authority to investigate and audit matters relating to the negotiation and performance of this Contract, and in furtherance thereof, may demand and obtain records and testimony from CONTRACTOR and its subcontractors. CONTRACTOR understands and agrees that in addition to all other remedies and consequences provided by law, the failure of CONTRACTOR or its subcontractors to fully cooperate with the Inspector General when requested may be deemed by the VILLAGE to be a material breach of the Contract Documents justifying termination. ARTICLE 32. PUBLIC RECORDS. IF THE CONTRACTOR HAS QUESTIONS REGARDING THE APPLICATION OF CHAPTER 119, FLORIDA STATUTES, TO TIE CONTRACTOR'S DUTY TO PROVIDE PUBLIC RECORDS RELATING TO THIS CONTRACT, CONTACT THE CUSTODIAN OF PUBLIC RECORDS AT: (561) 841-3355; NPBCLERKC&,,VILLAGE-NPB.ORG; OR 501 U.S. HIGHWAY ONE, NORTH PALM BEACH, FL 33408. In performing services pursuant to this Contract, CONTRACTOR shall comply with all relevant provisions of Chapter 119, Florida Statutes. As required by Section 119.0701, Florida Statutes, CONTRACTOR shall: 1. Keep and maintain public records required by the VILLAGE to perform the service. 2. Upon request from the VILLAGE's custodian of public records, provide the VILLAGE with a copy the requested records or allow the records to be inspected or copied within a reasonable time at a cost that does not exceed the cost provided in Chapter 119, Florida Statutes, or as otherwise provided by law. 3. Ensure that public records that are exempt or confidential and exempt from public records disclosure requirements are not disclosed except as authorized by law for the duration of the Contract term and following completion of the Contract if the CONTRACTOR does not transfer the records to the VILLAGE. 4. Upon completion of the Contract, transfer, at no cost, to the VILLAGE all public records in possession of CONTRACTOR or keep and maintain public records required by the VILLAGE to perform the services. If CONTRACTOR transfers all public records to the VILLAGE upon completion of the Contract, CONTRACTOR shall destroy any duplicate public records that are exempt or confidential and exempt from public records disclosure requirements. If CONTRACTOR keeps and maintains public records upon completion of the Contract, CONTRACTOR shall meet all applicable requirements for retaining public records. All records stored electronically must be provided to the VILLAGE, upon request 9 lM from the VILLAGE's custodian of public records, in a format that is compatible with the information technology systems of the VILLAGE. ARTICLE 33. REPRESENTATIONSBINDING AUTHORITY. The persons executing this Contract represent that they have the full power, authority and legal right to execute and deliver this Contract and perform all of its obligations under this Contract. IN WITNESS WHEREOF, the VILLAGE and CONTRACTOR hereto have made and executed this Contract as of the day and year first above written. CONTRACTOR: f BY: ou Print Name: i < C. l G1 J Do -0 I C". .1 Title: pc -c-.5 VILLAGE OF NORTH PALM BEACH BY: Wot Q DA YL AUB Y MAYOR ATTEST: BY: JEIVVA GREE14,-"*----" VILLAGE CLERK APPROVED AS TO FORM AND LEGAL SUFFICIENCY: BY: VILLAGE ATTORNEYATTORNEY 10