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HomeMy WebLinkAboutDocumentation_Regular_Tab 13_9/12/2019Agenda Item #13. Regular Council STAFF MEMO Meeting: Regular Council - Sep 12 2019 Staff Contact: Nilsa Zacarias, Director of Department: Community Development Community Development SPM 6-19: Application from Turnberry Beach Road LLC. for a Site Plan Modification to revise the site plan, floor plans and building elevations of a nine (9) story 21 -unit multi -family 131,391 sq. ft. condominium building. The application includes modification to the landscape plan and swimming pool area. The subject property is located at 1500 Beach, Tequesta, FL 33469. L SUMMARY: SPM 6-19: Application from Turnberry Beach Road LLC. for a Site Plan Modification to revise the site plan, floor plans and building elevations of a nine (9) story 21 -unit multi -family 131,391 sq. ft. condominium building. The application includes modification to the landscape plan and swimming pool area. The subject property is located at 1500 Beach, Tequesta, FL 33469. SPM 6-19 - Sea Glass Staff Report VC w attach Application Letter of Consent - Turnberry Beach Road LLC Sea Glass Response Letter 07.25.19 Proiect Narrative 6.26.19 Drainage Statement Letter of Map Revision Determination Document (issue date 02-15-18) Case No. 18-04-1101 P Queuing Analysis 17-068 7-30-19DS Sea Glass Conceptual Engineering Plan 7 -30 -19 -ARCH RESPONSE TO VOT COMMENTS -REV SEA GLASS 08.22.19 SEA GLASS - ARCHITECTURE - LIFE SAFETY - 7-23-19 Survey 6.26.19 Renderings Page 316 of 485 Agenda Item #13. VILLAGE OF TEQUESTA Department of Community Development Staff Report — Village Council Hearing — September 12, 2019 Petition No. — SPM 6-19 APPLICANT: Gentile, Glas, Holloway, O'Mahoney & Associates Inc. 1907 Commerce Lane, Suite 101 Jupiter, FL 33458 OWNER: Turnberry Beach Road LLC. REQUEST: SPM 6-19: Application from Turnberry Beach Road LLC. for a Site Plan Modification to revise the site plan, floor plans and building elevations of a nine (9) story 21 -unit multi -family 131,391 sq. ft. condominium building. The application includes modification to the landscape plan and swimming pool area. The subject property is located at 1500 Beach, Tequesta, FL 33469. LOCATION: 1500 Beach Road Tequesta, FL 33469 Location Map Page 317 of 485 Agenda Item #13. PETITION FACTS a. Total Gross Site Area: 77,366 Sq. Ft. (1.776 Acres) b. Total Building Footprint Area: 26,165 sq. ft.; Five (5) 144 sq. ft. (720 sq. ft.) pool cabanas c. Total Building Square Footage: 131,391 sq. ft. (main building) d. Density: 12 D.U./Acre Total: 21 Units e. Building Height: 101'-0" measured from the average height of the crest of the sand dune line, for main building or structure east of Beach Road Land Use and Zoning I. BACKGROUND In 2018, Turnberry Beach Road LLC. applied for a Site Plan Review to build a 210,028 sq. ft. residential condominium building (Blowing Rocks Condominiums) on two parcels located on Beach Road. The subject application included a replat to combine both parcels into one (1). The application proposed to demolish both the existing condominium units and the single story residence. It also proposed to renovate an existing structure into a pool cabana building. The replat application was heard by the Village Council concurrent with the Site Plan Review. The proposed residential development included the following applications that were reviewed by Village staff and heard by the Village Council: Future Land Use Map Amendment — Ord. 12-18 A small-scale amendment to the Future Land Use (FLU) Map of the Village Comprehensive Plan from Residential Low Density to Residential Medium Density. The subject Future Land Use Map amendment was heard and approved by the Villaqe Council (4-0) on September 13, 2018 (see attached Ordinance 12-18). Page 318 of 485 EXISTING LAND FUTURE LAND ZONING USE USE Multiple Family Medium Density R-3 SUBJECT PROPERTY Residential / Residential (5.4- (Multiple Family Residential 12.0 DU per acre) Dwelling District) NORTH R -OP (Recreation R -OP (Recreation R -OP (Recreation And Coral Cove Park And Open Space) And Open Space) Open Space) SOUTH Park Park RH Multifamily Coral Cove Preserve (Unincorporated (Unincorporated Residential High Unincorporated Palm Palm Beach Palm Beach Density Beach County County) County) (Unincorporated PBC) EAST N/A N/A N/A Atlantic Ocean WEST N/A N/A N/A Intracoastal Waterway I. BACKGROUND In 2018, Turnberry Beach Road LLC. applied for a Site Plan Review to build a 210,028 sq. ft. residential condominium building (Blowing Rocks Condominiums) on two parcels located on Beach Road. The subject application included a replat to combine both parcels into one (1). The application proposed to demolish both the existing condominium units and the single story residence. It also proposed to renovate an existing structure into a pool cabana building. The replat application was heard by the Village Council concurrent with the Site Plan Review. The proposed residential development included the following applications that were reviewed by Village staff and heard by the Village Council: Future Land Use Map Amendment — Ord. 12-18 A small-scale amendment to the Future Land Use (FLU) Map of the Village Comprehensive Plan from Residential Low Density to Residential Medium Density. The subject Future Land Use Map amendment was heard and approved by the Villaqe Council (4-0) on September 13, 2018 (see attached Ordinance 12-18). Page 318 of 485 Agenda Item #13. Variance — VAR 02-18 Application from Turnberry Beach Road, LLC for a Variance from the level of service requirement of Sec. 62-92 (3) requiring to maintain 95 percent (9.5" of rainfall) of all stormwater runoff on-site from a 25 year -1 day storm event. The applicant indicated that will comply with Florida Department of Environmental Protection and South Florida Water Management District surface water management criteria, as well as Palm Beach County's requirements as the receiving body for the site's stormwater discharge, by retaining approximately 30 percent of a 25 year -1 -day storm event's runoff (3" of rainfall). This amounts to an overall improvement of 500 percent from the site's current runoff retainage, which could be approximated at a maximum of 5 percent (0.5" of rainfall). The application was in compliance with the requirement to notify (legal notices) to all 300 feet radius property owners. Village staff received communication (phone call and e-mail) from Mr. Ben Williamson, [Project Manager, Facilities Development & Operations Dept.; Property & Real Estate Management Division] from Palm Beach County. In addition, the applicant met with PB County to provide additional information and clarification, please see attached email copy from Mr. George Gentile that summarizes the subject meeting. The subiect variance application was heard and approved by the Village Council (4-0) on September 13, 2018 (see attached development order). Site Plan Review — SPR 1-18 The Planning & Zoning Board recommended approval of the site plan review at the October 18, 2018 meeting, by 4-0 vote. The Village Council approved the site plan review at the November 8, 2018 meeting, by 5-0 vote. The following graphic depicts the previous approval process for the subject application: FLU Map Amendment ORD 12-18 Recommended by LPA 7.19.18 8 9 18 Variance Application FLU Map Amendment Second Reading -ORD 12-18 Approved by Village Council 9.13.18 VAR 02-18 Approved by Village Council Board- -9.13.18 Site 1- Plan Review SPR 01-18 Approved by Village Council — 11.8.18 3 Page 319 of 485 FLU Map AmendmeJn First Reading -ORD Heard by Village Cou Site Plan Review SPR 01-18 Planning and Zoning Board - 10.18.18 8 9 18 Variance Application FLU Map Amendment Second Reading -ORD 12-18 Approved by Village Council 9.13.18 VAR 02-18 Approved by Village Council Board- -9.13.18 Site 1- Plan Review SPR 01-18 Approved by Village Council — 11.8.18 3 Page 319 of 485 Agenda Item #13. II. STAFF ANALYSIS The applicant is requesting a site plan modification approval for revising the site plan, floor plans and building elevations of a nine (9) -story 21 -unit multi -family 131,391 sq. ft. condominium building (Sea Glass Condominiums, formerly known as Blowing Rocks Condominiums). The application includes modification to the landscape plan and swimming pool area (pool and cabanas). The Planning & Zoning Board recommended approval of the site plan review at the August 15, 2019 meeting, by 5-0 vote. The proposed residential development modification was reviewed by the Development Review Committee (DRC) for compliance with Village Code, State and Federal applicable regulations. The DRC includes Community Development, Law Enforcement, Landscaping, Building, Fire Safety, the Water Department, Civil and Traffic Engineering. Please see the following final DRC comments: Zoning Review R-3 Zoning REQUIRED BY CODE PROPOSED COMMENTS District Minimum Lot 10,000 sq. ft. for the first multifamily 77, 366 sf (1.776 In compliance Size dwelling unit, plus 3,356 sq. ft. for each acres) additional dwelling unit to a maximum of 21 dwelling units 12 dwelling units per acre. Minimum Lot 80 ft. Lot Width 167'-0" In compliance Width 200 ft. 3 'Minimum buildable lot depth cannot include submerged lands, conservation Lot Depth easement areas, protected wetlands, 404' 8 -1/8 - mangrove stands or similar protected areas. Accessory structures, not exceeding one story/ten feet in height, may be constructed on lots with less than the minimum lot depth. Setbacks(R-3) Front Yard Main Structure: 20 ft. 25' In compliance Accessory: 0 ft. for an accessory 82' to tower structure not exceeding one story/10 ft. in height used for the parking of vehicles only (covered parking) and provided that the design of the front of the covered parking structure includes fully landscaped grade and/or raised planters that provide a minimum of 10 ft. of landscaped width along the full frontage of the covered parking structure. 4 Page 320 of 485 Agenda Item #13. R-3 Zoning REQUIRED BY CODE PROPOSED COMMENTS District Rear Yard Main Structure: 20 ft. plus 2 ft. for each 107' 1" cabanas additional 10 ft. or portion thereof over 66' to BBQ 50 ft. in height of the main building or In compliance structure. Accessory: 10 ft. for any accessory one- story building or structure. Plus 2 ft. for each additional story of the accessory building or structure. Side Yard - Main Structure: 20 ft. plus 2 ft. for each 20' In compliance North additional 10 ft. or portion thereof over 32' to tower 50 ft. in height of the main building or structure. Side Yard - Main Structure: 20 ft. plus 2 ft. for each 201111 In compliance South additional 10 ft. or portion thereof over 50 ft. in height of the main building or structure. Lot Coverage Max 35% 33.6% In compliance Building Height 11 stories/101 ft. measured from the 101' Above Top of In compliance average height of the crest of the sand Dune dune line, for main building or structure east of Beach Road, and measured from grade west of Beach Road. 4 2 stories/20 ft. for any accessory building or structure. Parking Sec. 78-705 (8): Total Number: 48 In compliance c. Multiple -family: Two spaces per spaces (4 exterior, dwelling unit. 44 spaces at the REQUIRED: 42 spaces (for 21 residential garage - 2 per unit units) and guest) ADA: (1 exterior and 1 interior) Landscape Min 30% 41% In compliance Open Space Per Sec. 78-331 (h)(7): Pedestrian Sidewalks walkways must be a minimum of 5 ft. 8' sidewalk In compliance wide, parallel to roadways and a min of 4' from edge of roadway. Signage The application includes one monument sign, which complies with Village's Code Sec. 78- 740 (b) "Freestanding sign: One freestanding sign shall be allowed, not to exceed 30 square feet in total area, with a maximum height of seven feet above finish grade. The sign shall Page 321 of 485 Agenda Item #13. meet the setback requirement of section 78-739. Up to 50 percent of the approved sign may be used as a changeable letter reader sign. Landscaping and irrigation at the base of any such signage shall be required." See drawing LH -3 that provides the following information: square footage, material, color, and font. Level of Service Per Division 2, Sec. 78-331, the subiect application was reviewed for compliance with Level of Service standards. The applicant applied for a variance from the level of service requirement of Sec. 62-92 (3) requiring to maintain 95 percent (9.5" of rainfall) of all stormwater runoff on-site from a 25 year -1 day storm event. The applicant indicated that will comply with Florida Department of Environmental Protection and South Florida Water Management District surface water management criteria, as well as Palm Beach County's requirements as the receiving body for the site's stormwater discharge, by retaining approximately 30 percent of a 25 year -1 day storm event's runoff (3" of rainfall). This amounts to an overall improvement of 500 percent from the site's current runoff retainage, which could be approximated at a maximum of 5 percent (0.5" of rainfall). The subject variance application was heard and approved by the Village Council (4-0) on September 13, 2018 (see attached development order). Development Phases Infrastructure and building will be developed in one phase. At a later time, the applicant will apply for a marina toward the intercostal. Agency Approvals Per Division 2, Sec. 78-331 (g), the Applicant provided agency letters and statements as follows: (1) Palm Beach County Health Department. Applicant provided statement. (2) Tequesta Fire -Rescue Department (Fire Marshal). Applicant provided statement. (3) Loxahatchee River Environmental Control District (ENCON). See attached letter (4) Department of Environmental Resources Management (DERM). Applicant: Applicant provided statement. (5) South Florida Water Management District (SFWMD). Applicant provided statement. (6) Florida Department of Transportation (FDOT). Applicant provided statement. (7) Reserved. (8) Metropolitan Planning Organization of Palm Beach County (MPO). N/A (9) Palm Beach County Traffic Engineering Division. See attached letter (10)Martin County Metropolitan Planning Organization. N/A (11) Martin County Traffic Engineering Department. N/A (12) Florida Power & Light Company. See attached letter (13) Telephone service provider, as applicable. See attached letter (14) Solid waste purveyor. See attached letter 11 Page 322 of 485 Agenda Item #13. (15) Tequesta Water Department. Applicant provided statement. FIRE SAFETY REVIEW The Village of Tequesta's Fire Chief James Trube and Captain William Newbern, as members of the Development Review Committee, provided comments that have been addressed by the applicant. Further review will be conducted at the time the applicant submits construction drawings for permitting to the Fire Safety Department. BUILDING DEPARTMENT REVIEW The Village of Tequesta's Building Official, Mr. Jose Rodriguez, as a member of the Development Review Committee, provided comments that have been addressed by the applicant. Further review will be conducted at the time the applicant submits construction drawings for permitting to the Building Department. In addition, the applicant provided a Letter of Map Revision (LOMR) issued by FEMA regarding the location of the proposed development (see attached letter). LAW ENFORCEMENT REVIEW Chief Jim McGrew as part of the Development Review Committee review the application and has no further comments at this time. LANDSCAPE REVIEW Please see attached final review letter from Mr. Stephen Parker, ASLA, and consulting landscape architect. TRAFFIC ENGINEERING REVIEW Please see attached final review letter from Mr. William Grieve, P.E. from McMahon Associates, Inc. SEWER, DRAINAGE AND WATER REVIEW The applicant applied for a variance from the level of service requirement of Sec. 62-92 (3) requiring to maintain 95 percent (9.5" of rainfall) of all stormwater runoff on-site from a 25 year -1 day storm event. The applicant indicated that will comply with Florida Department of Environmental Protection and South Florida Water Management District surface water management criteria, as well as Palm Beach County's requirements as the receiving body for the site's stormwater discharge, by retaining approximately 30 percent of a 25 year -1 -day storm event's runoff (3" of rainfall). This amounts to an overall improvement of 500 percent from the site's current runoff retainage, which could be approximated at a maximum of 5 percent (0.5" of rainfall). The subject variance application was heard and approved by the Village Council (4-0) on September 13, 2018 (see attached development order). Please see attached final review letter from Mr. Thomas Jensen, P. E. from Kimley Horn, reviewed the subject application relative to the water distribution system improvements; and the proposed conceptual engineering plans are in compliance with Mr. Jensen's comments, please see attached his final review letter. 7 Page 323 of 485 Agenda Item #13. FINAL REMARKS This development application met the requirements set on Section 78-334 notice of hearing. The notice of hearing will be published on September 2, 2019. The Planning & Zoning Board recommended approval of the site plan review at the August 15, 2019 meeting, by5-0 vote. At a later time, the applicant will apply for a marina toward the intercostal. EXISTING CONDITIONS 0 Page 324 of 485 Agenda Item #13. Page 325 of 485 Agenda Item #13. ORDER OF THE VILLAGE COUNCIL VILLAGE OF TEQUESTA REQUEST FOR SITE PLAN REVIEW APPROVAL CASE NO.: SPR 1-18 IN RE: Gentile, Glas, Holloway, O'Mahoney & Associates, Inc., Applicant; Turnberry Beach Road LLC, Owner A=ILED: Village of Tequesta PROPERTY LOCATION: Il-ISt$ 1500, 1550 Beach Road, Tequesta, FL 33469 Date: Time: 10 " 2 I PcnA LEGAL DESCRIPTION: 30-43-40, W 401 FT OF N 125 FTOF GOV LT 4 LYG E OF US HWY 1 (LESS TRGLE CORNER US HWY 1 R/W) PARCEL CONTROL NUMBERS: 60-43-40-30-21-000-0010, 60-43-40-30-21-001-0000, and 60-43-40-30-13-000-1010 through 2050 REQUEST: Approval of Master Site Plan ORDER APPROVING SITE PLAN APPLICATION This cause came on to be heard upon the above application and the Village Council of the Village of Tequesta having considered the evidence presented by the applicant and other interested persons at a hearing called and properly noticed, and the Village Council of the Village of Tequesta being otherwise duly advised, THEREUPON, THE VILLAGE COUNCIL OF THE VILLAGE OF TEQUESTA FINDS AS FOLLOWS: 1. The subject property is Iocated in the R-3 Zoning District in the Village of Tequesta. 2. The applicant has submitted all documents required by the Village's Code of Ordinances for Village Council site plan review and final action. 3. The application and all supporting documentation and presentation materials as reviewed by the Village Council at its November 8, 2018 meeting, and as kept on file by the Village, are made a part hereof and are hereby incorporated by reference. 4. According to Village Code Sec. 78-331, approval by the Village Council is required. 5. The applicants have applied for Master Site Plan approval in one phase to build an eleven (11) floor, 210,028 square foot residential condominium building on two (2) Page 1 Page 326 of 485 Agenda Item #13. parcels located on Beach Road, including a re -plat of the site. The existing condominium units and single story residence will be demolished; one existing accessory building will be retained and renovated into a pool cabana building, all in accordance with the application and all supporting documentation and presentation materials. 6. Under the provisions of the Village Code of Ordinances, the Village Council has the right, power and authority to act upon the request herein made. IT IS THEREUPON CONSIDERED, ORDERED AND ADJUDGED BY THE VILLAGE COUNCIL OF THE VILLAGE OF TEQUESTA, FLORIDA, AS FOLLOWS: The application for Master Site Plan approval, Case No. SPR 1-18 with reference to the above described property within the Village of Tequesta, Palm Beach County, Florida, to approve a one phase master site plan in accordance with application and all supporting documentation and presentation materials attached hereto as Exhibit "A" is hereby APPROVED. Please Note: The term applicant(s) as used here shall include all successors and assigns. The applicant's site plan approval shall expire in twelve (12) months unless a building permit has been obtained in accordance with Sec. 78-334(9). If the building permit expires or is voided, the site plan approval also expires or becomes void. DONE AND ORDERED THIS DAY OF NOVEMBER, 2018. MAY R AB GAIL 13RENNAK, VILLAGE OF TEQUESTA LORI McWILLIAMS, VILLAGE CLERK S /NcoA�Po ATFO Page 2 Page 327 of 485 Agenda Item #13. ORDER OF THE VILLAGE COUNCIL VILLAGE OF TEQUESTA REQUEST FOR VARIANCE FILEDWA, Villare of Tequesta CASE NO.: VAR -02-18 Date:� I IN RE: Turnberry Beach Road, LLC, Owner Time: per' Gentile, Glas, Holloway, O'Mahoney & Associates, Inc., Applicant PROPERTY LOCATION: 1500-1550 Beach Road, Tequesta, FL 33469 LEGAL DESCRIPTION: BLOWING ROCK CLUB CONDOMINIUM IN OR1682 P1652; AND CUNNINGHAM COURT TRACTS A & B; AND CUNNINGHAM COURT LOTS 1 - 6. PARCEL CONTROL NUMBERS: 60-43-40-30-21-001-0000, 60-43-40-30-21-001-0010, 60-43- 40-30-13-000-1010 THRU 1050 AND 2010 THRU 2050. VARIANCE REQUESTED: Variance from Sec. 62-92(3) to allow site re -development that will retain 30 percent of a 25 year 1 day storm event (which will amount to a 500% increase in current site stormwater retention) in compliance with Palm Beach County, SFWMD and FDEP surface water management criteria, where the code requires 95% retention for new development. ORDER APPROVING APPLICATION This cause came on to be heard upon the above application and the Tequesta Village Council having considered the evidence presented by the applicant and other interested persons at a hearing called and properly noticed, and the Tequesta Village Council, being otherwise duly advised, THEREUPON, THE TEQUESTA VILLAGE COUNCIL FINDS AS FOLLOWS: 1. The subject property is located in the R-3 Zoning District in the Village of Tequesta. 2. The applicant has submitted all documents required by the Village's Code of Ordinances for variance review. 3. The application and all supporting documentation and presentation materials as reviewed by the Village Council at its September 13, 2018 meeting, and as kept on file by the Village, are made a part hereof and are hereby incorporated by reference. 4. According to Section 62-94 a development order or permit may be issued if it is conditioned on providing the public facilities and services necessary to serve the Page 1 Page 328 of 485 Agenda Item #13. proposed development, and if provided by the applicant for the development order or permit. 5. The applicant has applied for a variance from Sec. 62-92(3) to allow site re- development that will retain 30 percent of a 25 year 1 day storm event (which will amount to a 500% increase in current site stormwater retention) in compliance with Palm Beach County, SFWMD and FDEP surface water management criteria, but where Village code requires 95% retention for new development. 6. The Applicant has established, by competent, substantial evidence, that the proposed re -development of this site will not only provide necessary drainage facilities for the site, but will be in compliance with Palm Beach County, SFWMD and FDEP requirements, and will result in a 500% increase to current drainage retention capabilities on the site as currently developed. The Applicant has further demonstrated, by competent, substantial evidence, the impossibility of this site to ever comply with Village Code on this requirement due, to the geographic limitations of the site. 7. Under the provisions of the Village Code of Ordinances, the Village Council has the right, power and authority to act upon the request herein made. IT IS THEREUPON CONSIDERED, ORDERED AND ADJUDGED BY THE VILLAGE COUNCIL OF THE VILLAGE OF TEQUESTA, FLORIDA, AS FOLLOWS: The application for Variance, Case No. VAR -02-18 with reference to the above described property within the Village of Tequesta, Palm Beach County, Florida, to allow site re -development that will retain 30 percent of a'25 year I day storm event (which will amount to a 500% increase in current site stormwater retention) in compliance with Palm Beach County, SFWMD and FDEP surface water management criteria, but where Village code requires 95% retention for new development, in accordance with the variance application attached hereto as Exhibit "A" is hereby APPROVED since the Village Council hereby finds that the applicants have established, by competent, substantial evidence, that the proposed re -development of this site will not only provide necessary drainage facilities for the site, but will be in compliance with Palm Beach County, SFWMD and FDEP requirements, and will result in a 500% increase to current drainage retention Page 2 Page 329 of 485 Agenda Item #13. capabilities on the site as currently developed. The term applicant(s) as used herein shall include all successors and assigns. DONE AND ORDERED THIS 13 DAY OF SEPTEMBER, 2018. AV aRA IGA L B AN, VILLAG OF TEQUESTA LORI McWILLIAMS, MMC VILLAGE CLERK SEAL ,.INCORPORATED V �E Page 3 Page 330 of 485 Agenda Item #13. ORDINANCE NO. 12-18 AN ORDINANCE OF THE VILLAGE COUNCIL OF THE VILLAGE OF TEQUESTA, FLORIDA, ADOPTING A SMALL SCALE AMENDMENT TO ITS COMPREHENSIVE DEVELOPMENT PLAN IN ACCORDANCE WITH THE MANDATES SET FORTH IN SECTION 163.3184, ET SEQ., FLORIDA STATUTES, PURSUANT TO A PRIVATELY -INITIATED APPLICATION WHICH PROVIDES FOR AN AMENDMENT TO THE FUTURE LAND USE MAP, DESIGNATING ZERO POINT SEVEN ONE NINE (0.719) ACRES, MORE OR LESS, OF REAL PROPERTY AS RESIDENTIAL MEDIUM DENSITY; WHICH PROPERTY IS LOCATED AT 1550 BEACH ROAD, INFORMALLY KNOWN AS THE "NORTH PARCEL"; PROVIDING FOR COMPLIANCE WITH ALL REQUIREMENTS OF CHAPTER 163, FLORIDA STATUTES; PROVIDING A CONFLICTS CLAUSE AND A SEVERABILITY CLAUSE; PROVIDING AN EFFECTIVE DATE; AND FOR OTHER PURPOSES. WHEREAS, the State Legislature of the State of Florida has mandated that all municipalities draft and adopt comprehensive development plans to provide thorough and consistent planning with regard to land within their corporate limits; and WHEREAS, all amendments to the comprehensive development plan must be adopted in accordance with detailed procedures which must be strictly followed; and WHEREAS, the Village of Tequesta, Florida, has received privately -initiated application #LSC 1-18 requesting a small-scale amendment to the Comprehensive Development Plan of the Village of Tequesta to designate one (1) parcel of land amounting to zero point seven one nine (0.719) acres located at 1550 Beach Road as "Medium Density Residential" on its land use map; and WHEREAS, the Village of Tequesta, Florida, has carefully prepared an amendment to its comprehensive development plan in order to amend the Future Land Use Map relating to the Medium Residential Density future land use designation for the parcel located at 1550 Beach Road; and WHEREAS, the Village of Tequesta has held all duly required public hearings; both prior to submission of the proposed amendment of the plan to the State Department of Economic Opportunity and after the proposed amendment of the plan was returned to the Village of Tequesta, in accordance with Chapter 163.3187, Florida Statutes; and WHEREAS, the Village Council desires to adopt the amendment to the current -1- Page 331 of 485 Agenda Item #13. comprehensive development plan to guide and control the future development of the Village, and to preserve, promote and protect the public health, safety and welfare. NOW, THEREFORE, BE IT ORDAINED BY THE VILLAGE COUNCIL OF THE VILLAGE OF TEQUESTA, FLORIDA, THAT: Section 1: The Village Council of the Village of Tequesta, Florida, hereby adopts the amendment to its current comprehensive development plan; by providing for the land use designation of "Medium Density Residential" for one (1) parcel of property comprising a total of approximately zero point seven one nine (0.719) acres, more or less, and amending the Village's Future Land Use Map accordingly; as attached hereto as Exhibit A and made a part hereof and of the current comprehensive development plan. Section 2: A copy of the comprehensive development plan, as amended, is on file in the office of the Village Clerk, Village of Tequesta, Florida. Section 3: The Village Clerk is hereby directed to transmit one (1) copy of the amendment to the current Comprehensive Development Plan to the State Land Planning Agency along with a letter indicating the number of acres for the amendment submitted, the cumulative number of acres involved in small scale developments within the Village of Tequesta that the Village Council has approved during the past calendar year, a copy of the executed adopting ordinance and the Future Land Use Map, in color format, depicting the subject property, and the ordinance effective date. Section 4: Each and every other section and subsection of the Village of Tequesta Comprehensive Plan shall remain in full force and effect as previously adopted. Section 5: All ordinances or parts of ordinances in conflict be and the same are hereby repealed. Section 6: Should any section or provision of this Ordinance or any portion thereof, any paragraph, sentence or word be declared by a court of competent jurisdiction to be invalid, such decision shall not affect the validity of the remainder of this Ordinance. Section 7: The effective date of this plan amendment shall be thirty-one (3 1) days -2- Page 332 of 485 Agenda Item #13. following adoption of this Ordinance by the Village of Tequesta. No development orders, development permits, or land uses dependent on this amendment may be issued or commence before it has become effective. If the Ordinance is timely challenged by an "affected person" as defined in Chapter 163, Florida Statutes, the amendment does not become effective until a final order is issued finding the amendment in compliance. -3- Page 333 of 485 Agenda Item #13. y 1- Of 7E0 G s� a s kA ORDINANCE .-ey- . te 12-18 09/13/2018 COONS+ Upon Second Reading Motion Council Member Vince Arena Second Council Member Kristi Johnson VOTE FOR ADOPTION AGAINST ADOPTION ABSENT Mayor Abigail Brennan❑✓ Vice -Mayor Tom Paterno F ❑✓ Council Member Vince Arena ✓] ❑ Council Member Laurie Brandon ❑✓ F1 0 Council Member Kristi Johnson Fv(1 0 ❑ The Mayor thereupon declared the Ordinance duly passed and adopted. MAYOR OF TEQUESTA ATTEST: Lori McWilliams, MMC Village Clerk "PPO `✓L ?'GO -SEAL INCORPORATED Page 334 of 485 Agenda Item #13. DESCRIPTION E SKETCH PREPARED FOR: TURNBERRY BEACH ROAD, LLC CUNNINGHAM COURT LEGAL DESCRIPTION The South 67 feet (as measured at right angles) of Lot 186. of GiDMEZ GRANT and JUPITER ISLAND, as recorded in Plot Book 1. Pack 80, Public Records of Palm Beach County, Flarida. LESS the Rot -of -Wafor State Road 707, as same is shown on Richt-of-Way Map recorded m Road Plat Book 2, at Pages 70, 71 and 72, Public Records a Palm Beach County, Florida, also known as, All of CUNNINGHAM C()URT, according to the Plot thereof, recorded in Plat Book 36. Page 67. of the Public Retards of Palm Beach County, Florida. SURVEYOR'S NOTES: i. THIS DRAWING IS NOT A SURVEY. 2. NO SEARCH OF THE PUBLIC RECORDS HAS BEEN MADE BY THIS OFFICE. 3 THE DESCRIPTION SKETCH AND THE DESCRIPTION TEXT COMPRISE THE COMPLETE LEGAL DESCRIPTION. THE LEGAL DESCRIPTION IS NOT VALID UNLESS BOTH ACCOMPANY EACH OTHER. 4. THIS LEGAL DESCRIPTION IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER EMPLOYED BY LIDBERG LAND SLRVEYING,INC. 5. DATE OF LEGAL DESCRIPTIOR: JULY 5, 20E LIDBERG LAND SURVEYING. INC. �.;; e,'.�y;;i; aegearsgroemroawc �aac . �' 961AIFfNG IIK wr110ElG kA2iti.7D�.iBl.1 ].IOS6 _ oowmn»� s�ae.orna BY; DAVID C. LDBERG PIOFESSIOWL SURVEYOR AND MIAPPER FLORIDA CERTIFICATE ND. 3613 K WSTi3M043%3"'AI7-03&303517.036303.dp 7WO194:16:14 PM ABBREVIATIONS, POB - POINT OF BEGINNING POC - POINT OF COMMENCEMENT ORB - OFFICIAL RECON BOOK Ca % *V % 0-ow3a t 17-Oai-9FAMM IEF. FLA FEL PC. aa6 ,FT, ut. _ _ MTE pa MCL sm 1 OF arc. -4- Page 335 of 485 Agenda Item #13. DESCRIPTION i SKETCH PREPARED FOR: TURNBERRY BEACH ROAD, LLC CUNNIN6HAN COURT E: N ldr4l o � c.� 0 m a 1 1 ' ! I ,a ' '47" g75" 47" E +a r3 409SE� iRfCt A. LOT 2sw LOT 3 -A 1333' ter `a •� OPAL 39. M 671 5P E � 3.56 ■ ai 1 a Is a jai ,a 1 a I L I D B E R G LAND ICH�61 � 3w"� 56.67 t rt.�-m ` �.�.�.M �. SRVEYIN , IN -*T& _ Fc 61� MH 07,66 2D6, LB 11 R �'"" sr w oiaA17-OW K-AUS1i304043M4rA17-03&303137-036-303Ap 713.=8 4:1838 PM -5- Page 336 of 485 Agenda Item #13. DESCRIPTION & SKETCH PREPARED FOR: TURNBRRRY BEACH ROAD. LLC CUNNINGHAM COURT ,.7 ! Ca MUST . 3OWS k U47 t 17.OWA3 x 9-MI-A&MM DBERRWEYIN, INC*� . �aE L94461 K.AUSi13O4O43136-67117-036-303117.036-303.dgn 7/5=8 4:19:52 PM Page 337 of 485 t I I I I I�t"41'4TE 46..35'■�.. r1n�� �.r��■■■■■ LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 MMT 'A' �S24.42'36'E � 3T 7@ t.rs3'w =4300!C�T t 4'4 g a 11w 1 I «I In MI �i .tl I ,.7 ! Ca MUST . 3OWS k U47 t 17.OWA3 x 9-MI-A&MM DBERRWEYIN, INC*� . �aE L94461 K.AUSi13O4O43136-67117-036-303117.036-303.dgn 7/5=8 4:19:52 PM Page 337 of 485 Agenda Item #13. Blowing Rocks Condominiums Tequesta, Florida Current Future Land Use Map Low Density Residential- LDR- North Parcels Medium Density Residential- MDR- South Parcels 6.18.18 Page 338 of 485 Agenda Item #13. Blowing Rocks Condominiums Tequesta, Florida Proposed Future Land Use Map Medium Density Residential- MDR 6.18.18 Page 339 of 485 Agenda Item #13. Blowing Rocks Condominiums Tequesta, Florida Zoning Map R3: Multiple Family Dwelling District 6.18.18 Page 340 of 485 �. r'J+ ,- B • a 00 Agenda Item #13. Kimley»)Horn July 30, 2019 Nilsa Zacarias, AICP NZ Consultants 1851 W. Indiantown Road Suite 100 Jupiter, Florida 33458 Re: Village of Tequesta Sea Glass Condominium (Formerly Blowing Rocks) Conceptual Engineering Plan - Third Review Dear Ms. Zacarias: We are in receipt of the revised conceptual engineering plans and comments letter for the above project from the Developer's Consulting Engineer, Keshavarz & Associates, dated July 25, 2019, Based upon the revisions and statements made in the comments letter, we find this latest submittal to meet all Village comments addressed in our July 17, 2019 letter (attached) and therefore approve the plans as submitted. Please advise if you should have any questions regarding this. Very truly yours, KIMLEY-HORN AND ASSOCIATES, INC. Thomas C. Jense , P. E. 7 Enclosure: Letterdated 7/171 9 1'+20 \\ chix.i A\;r.. "Hite 200. West Palm Beach FL 13111 x;61 940 (18� Agenda Item #13. Kimley»>Horn July 17, 2019 Nilsa Zacarias, AICP NZ Consultants 1851 W. Indiantown Road Suite 100 Jupiter, Florida 33458 Re: Village of Tequesta Sea Glass Condominium (Formerly Blowing Rocks) Conceptual Engineering Plan - Second Review Dear Ms. Zacarias: We are in receipt of the revised conceptual engineering plans for the above project from the Developer's Consulting Engineer, Keshavarz & Associates, dated June 25, 2019. The following are our comments; • Confirm that the fire hydrant on the west side of South Beach Road (SR707) can be granted an easement within the 1 Oft deeded set back and within the jurisdictional area. • Confirm that PBC will allow the storm runoff from this development into their system within the right of way. • Shift the water/fire service line west, closer to the right of way, to minimize the Village's responsibility on-site. • Check with Tequesta Fire Rescue on the location of the fire hydrant that appears too close to the building. • The southern 8 -inch water entering the site will have conflicts with the proposed 18 -inch exfiltration trench, Note that we will not accept a water main that goes under the drainage. • The fire hydrant on-site, along the south property boundary, have we looked at moving it towards the entrance in the depressed area (may need to revise the depressed area). • We will need a hold harmless agreement relative to the specialty pavers within the driveway where the proposed water main is being installed. The Village will not be responsible for the pavers if the water main ever experiences a main break. Attached is the conceptual engineering plan with our redlines. Please review and advise if you should have any questions, Very truly yours, KIMLEY-HORN AND ASSOCIATES, INC. ti Thomas C. Jensen,- P.E. Enclosure: Conc pFua-t" an Sheet 1020 Wckiva A1ay. SUIIC 200\Ncst Palm I3each PL 33411 Bbl 8400953 Agenda Item #13. McMahon Associates, Inc. McMAHON ASSOCIATES, INC. 2090 Palm Beach Lakes Boulevard, Suite 400 West Palm Beach, FL 33409 p 561-840-8650 1f561-840-8590 TEC HNIC AL MEMORANDUM TO: Nilsa Zacarias, AICP Village of Tequesta CC: R. Trent Ebersole, P.E. Natalia T. Lercari, P.E., LEED McMahon Associates, Inc. FROM: William A. Grieve, P.E. McMahon Associates, Inc. SUBJECT: Blowing Rocks Condos (a.k.a. Sea Glass) - Traffic Review McMahon Project No. M11172.12 DATE: July 31, 2019 PRINCIPALS Joseph J. DeSantis, P.E., PTOE John S. DePalma Casey A. Moore, P.E. Gary R. McNaughton, P.E., PTOE Christopher J. Williams, P.E. ASSO C IATES John J. Mitchell, P.E. R. Trent Ebersole, P.E. Matthew M. Kozsuch, P.E. Maureen Chlebek, P.E., PTOE Dean A. Carr, P.E. Jason T. Adams, P.E., PTOE Christopher K. Bauer, P.E., PTOE FOUNDER Joseph W. McMahon, RE McMahon Associates, Inc. (McMahon) has completed a review of a Site Plan Modification, Site Plan, Sheet Al, prepared by Robert M. Swedroe Architects and Planners Inc., dated July 23, 2019, Queuing Analysis, prepared by PTC Transportation Consults, Inc., dated July 3, 2019, and Conceptual Engineering Plan, Sheet C-01, prepared by Keshavrz & Associates, dated July 24, 2019. All of McMahon's comments have been satisfactorily addressed. McMahon has no further comments. Sincerely, William A. Grieve, P.E. Project Manager WAG/cc F: \ FL \ 11172M_Village_Of_Tequesta_TransportationServices \ 11172M_12_BlowingRocksCondos \ TechMemo \ TechMemo_NZ_073119.docx Engineering I Planning I Design I Technology mcmahonassociafc, cnm Page 344 of 485 Agenda Item #13. P. RKER Y .kNNFTTL MEMORANDUM TO: Nilsa Zacarias, AICP Lance Lilly Village of Tequesta Department of Community Development FROM: Stephen J. Parker, ASLA DATE: July 29, 2019 RE: Sea Glass, 1500 Beach Road I have reviewed the revised landscape plans for Sea Glass, 1500 Beach Road, as prepared by DS Boca Landscape Architects and Planners, dated 6.25.19, and have found all comments to be addressed. I approve the plans as submitted. Please have the applicant add a revision date to these plans to avoid confusion with the originally submitted 6.25.19 plans. Please contact me with any questions. Sincerely, Stephe J Pa ker ASLA Sip/ �A;1>i AI'I .k� iilil Ali IBJ e !'I AA\IA�� m ��I� AI'li!� Page 345 of 485 Agenda Item #13. Ow, 7 DATE: July 29, 2019 VILLAGE OF TEQUESTA TEQUESTA FIRE -RESCUE INTER -OFFICE MEMORANDUM Admin. 19-43 TO: Nilsa Zacarias, Community Development Director VIA: E -Mail FROM: James Trube, Fire Chief SUBJECT: Sea Glass Project —15f50 Beach Road We have reviewed the responses to our most recent comments and the current request from the applicant regarding the proposed Sea Glass project and forward the following for consideration: • All items referenced in our recent DRC letter (dated July 18th 2019) have been responded to appropriately. The Life Safety Plan is compliant for means of egress. • Plan notes indicate the requirements for appropriate fire alarm and fire sprinkler systems. • The plan and notes indicate that the cabanas will be enclosed and will likely, therefore, require fire sprinklers also, which the applicant is acknowledging. Fire flow calculations are compliant with code requirements. • The exit stairs and corridors are also compliant with Life Safety Code. Fire Department access via Knox entry has been acknowledged. Page 346 of 485 Agenda Item #13. July 29, 2099 Sea Glass Project Page 2 The location of the FDC and adjacent hydrant are the only concern I have, as an engine catching the FDC would have to make a sharp left turn coming into the gate to position for water supply. The applicant might consider increasing the turning radius for our apparatus or possibly moving the FDC and hydrant to the other side of the gate, or possibly move the FDC near the other hydrant by the service entrance. If you have any further questions, please do not hesitate to ask. Page 347 of 485 Agenda Item #13. Lance Lilly From: Lynne Britt Sent: Friday, July 19, 2019 7:39 AM To: Nilsa Zacarias Cc: Lance Lilly Subject: RE: SEA GLASS - DRC COMMENTS Good Morning Nilsa: Please find answers to your questions, below, in red. Thank you. Lynne Britt Ibrittc@teouesta.ore Office Manager Village of Tequesta 345 Tequesta Drive Tequesta, FL 33469-0273 Phone: 561-768-0458 Fax: 561-768-0698 From: Nilsa Zacarias <nzacarias@tequesta.org> Sent: Thursday, July 18, 2019 3:00 PM To: Jose Rodriguez <jrodriguez@tequesta.org>; Lynne Britt <Ibritt@tequesta.org> Cc: Lance Lilly <Ililly@tequesta.org> Subject: SEA GLASS - DRC COMMENTS Jose, Today (7.18.19) we had the DRC meeting for Sea Glass previously Blowing Rocks. I am not sure if you reviewed the drawings that the applicant submitted and if you have comments. We submitted hard copies and uploaded on BS&A. At the DRC meeting there were 2 main questions: - If the location of the ADA parking — Meets ADA compliance (2 parking spaces required). - They are proposing to demolish the existing building toward the beach and leave only the foundation and platform to be use as a deck. I know that with Blowing Rocks they applied for a LOMA letter. So, I am not sure how this affect the project and if they need to provide a new letter. Jose had multiple meetings with the developer before the submitted amendment to the site plan and the submission is in compliance with the code. We are trying to submit all comments today or tomorrow the latest. Thank you! Nilsa Page 348 of 485 Agenda Item #13. Nilsa Zacarias, AICP Community Development Director Village of Tequesta Phone: 561.768.0457 E-mail: nzacarias@t:,questa.org www.teguesta.org Page 349 of 485 Agenda Item #13. at&ty2 May 22nd, 2018 Keshavarz Associates Joan Sopczak 711 N. Dixie Highway, Suite 201 West Palm Beach, FL 33401 AT&T Florida T:561.540-9262 120 N K Street Lake Worth, FI 33460 RE: Blowing Rocks, 1500 and 1550 Beach Road, Tequesta, Florida Dear Ms. Joan Sopczak This letter is in response to your request for information regarding availability of service at Blowing Rocks, 1500 and 1550 Beach Road, Tequesta, Florida This letter acknowledges that the above -referenced development is located in an area served by AT&T. Any service arrangements for this development will be subject to later discussions and agreements between the developer and AT&T. Please be advised that this letter is not a commitment by AT&T to provide service to the above -referenced project. The projected land use does not appear to encroach into any AT&T easements nor does it appear that it will interfere with the provisioning of services. However, should any of the adjacent aerial/buried/inside communication facilities need to be relocated/adjusted those expenses incurred by ATT Florida to accommodate the improvements will be the financial responsibility of the property owner. Please contact me with any comments regarding this response. Thank you for contacting AT&T. Sincerely, Eddie Herron MGR OSP PLNG & ENGRG DESIGN WP.m. Sponsor of the U.S. Olympic Team Page 350 of 485 Agenda Item #13. FPL May 23, 2018 Joan Sopczak 711 N Dixie Hwy, Suite 201 West Palm Beach, FL 33401 Re: Service Availability for Blowing Rocks (1550 & 1500 Beach Road) Dear Joan: Florida Power & Light Company This is to confirm that, at the present time, FPL has sufficient capacity to provide electric service to the above captioned property. This service will be furnished in accordance with applicable rates, rules and regulations. Preliminary analysis of your request has indicated that a line extension will be required and will most likely require a Contribution in Aid of Construction to be paid in order to provide service. Please provide the final site plan, site survey and electrical load data as soon as possible so the necessary engineering can begin. Early contact with FPL is essential so that resources may be scheduled to facilitate availability of service when required. Sincerely, Baldwin Associate Engineer a NEXTera ENERGY Company Page 351 of 485 Agenda Item #13. Laxahatchee River District N,4'R0NAJe% Water Reclamation I Environmental Education I River Restoration w ra A U � 2500 Jupiter Park Drive, Jupiter, Florida 33458 r a Telephone (561) 747-5700 *Fax (561) 747-9929 • www.loxahatcheeriver.org ca 0� 1971' y, D. Albrey Arrington, Ph.D., Executive Director March 14, 2018 Gentile Glas Holloway O'Mahoney & Assoc., Inc. 1907 Commerce Lane, Suite 101 Jupiter, FL 33458 Attn: Alec Dickerson Re.: BLOWING ROCKS CONDOMINIUMS 1500 and 1550 Beach Road, Tequesta SANITARY SEWER AVAILABILITY Dear Mr. Dickerson: This letter is -provided in response to your recent inquiry concerning sanitary sewer service availability for the subject property. Please be advised that, as of this date, sanitary sewer service can be made available to the subject property upon payment of certain costs in accordance with the District Rules. Copies of District Rules Chapter 31-10 are available for your review on our web site at Consistent with District policy, the developer will be responsible for all costs associated with connecting to the existing wastewater system of the District. As discussed with the project engineers the nearest available sewer main is located in the Beach Road (SR A1A) right of way. Should you require additional information on this matter, please contact our Engineering Department at (561)747-5700 Linda at xt. 110, or Diane at xt. 123. Singly, Clinton R. Yerke Deputy Execu ve Director v:\dev\proj\blowing rocks condos\ Avail ltr.doc Page 352 of 485 Agenda Item #13. ��AcN r 28, 2018 � Y4March 0 0 �iOR194' Ms. Nilsa Zacarias Village Planner Village of Tequesta 345 Tequesta Drive Department of Engineering Tequesta, FL 33469 and Public Works P.O. Box 21229 RE: Blowing Rocks Condos West Palm Beach, FL 33416-1229 Project #: 180308 (561) 684-4000 Traffic Performance Standards Review FAX: (561) 684-4050 Dear Ms. Zacarias: www.pbcgov.com The Palm Beach County Traffic Division has reviewed the Blowing Rocks Condos Concurrency Statement, dated March 13, 2018, pursuant to the Traffic Performance Standards in Article 12 of the Palm Beach County Unified Land Development Code (ULDC). The project is summarized as follows: Palm Beach County Municipality: Village of Tequesta Board of County Location: East of Beach Road Commissioners PCN #: 06-43-40-30-21-001-0000; 60-43-40-30-21-000-0010; 60 - Melissa McKinlay, Mayor 43-40-30-13-000-1010; -1020; -1030; -1040; -1050; -2010; Mack Bernard, vice Mayor -2020; -2030; -2040; -2050 Access: Full access on Beach Road (project proposed, not necessarily Hal R. Valeche implies approval by County through this TPS letter, see later) Paulette Burdick Existing Uses: Single Family Residential = 1 DU Residential Condos = 10 DUs Dave Kerner Proposed Uses: Residential Condos = 21 DUs Steven L. Abrams New Daily Trips: 63 New Peak Hour Trips: 6 (2/4) AM; 6 (4/2) PM Mary Lou Berger Build -out: December 31, 2020 Based on our review, the Traffic Division has determined the proposed development does not have significant peak hour traffic impact (as defined in PBC TPS) on the roadway County Administrator network and, therefore, meets the Traffic Performance Standards of Palm Beach County. Verdenia C. Baker Please note the receipt of a Traffic Performance Standards (TPS) approval letter does not constitute the review and issuance of a Palm Beach County Right -of -Way (R/W) Construction Permit nor does it eliminate any requirements that may be deemed as site related. For work within Palm Beach County R/W, a detailed review of the project will be provided upon submittal for a.R/W permit application. The project is required to comply with all Palm Beach County standards and may include R/W dedication. A discussion with Palm Beach County, involving at a minimum Traffic Division, Land Development Division, and Roadway Production Division, is advisable for access related issues of the site plan on County maintained roadways before a site plan is submitted to the municipality for consideration. "An Equal Opportunity Affirmative Action Employer" printed on sustainable Page 353 of 485 and recycled paper Agenda Item #13. Ms. Nilsa Zacarias March 28, 2018 Page 2 No building permits are to be issued by the Village after the build -out date specified above. The County traffic concurrency approval is subject to the Project Aggregation Rules set forth in the Traffic Performance Standards Ordinance. The approval letter shall be valid no longer than one year from date of issuance, unless an application for a Site Specific Development Order has been approved, an application for a Site Specific Development Order has been submitted or the approval letter has been superseded by another approval letter for the same property. If you have any questions regarding this determination, please contact me at 561-684-4030 or email OBari@pbc o� v.org. Sincerely, Quazi Bari, P.E. Senior Professional Engineer Traffic Division QB/DS:bc ec: Addressee: Linda Riccardi, P.E., Pinder Troutman Consulting, Inc. Dominique Simeus, E.I., Project Coordinator II, Traffic Division Steve Bohovsky, Technical Assistant I11, Traffic Division File: General - TPS - Mun - Traffic Shady Review N:\TRAFFIC\DS\MUNICIPALITIESWPPROVALS\2018\180308 - BLOWMG ROCKS CONDOS.DOC Page 354 of 485 Agenda Item #13. W WASTE MANA EMEW JEFF SABIN GOVERNMENT AFFAIRS WASTE MANAGEMENT INC. OF FLORIDA 7700 SE BRIDGE RD HOBE SOUND, FL 33455 PH: (772) 545-1327 MOBILE: (772) 263-0017 May 29, 2018 Mr. Alec Dickerson Gentile, Glas, Holloway, O'Mahoney & Associates, Inc. 1907 Commerce Lane, Suite 101 Jupiter, FL 33458 Re: Blowing Rocks (1500 Beach Road, Tequesta, Florida) Dear Mr. Dickerson: In response to your request for confirmation of service availability for the above development, Waste Management of Martin County can adequately accommodate the prescribed services as provided for in our Solid Waste and Recyclable Materials Collection Services Agreement with Martin County. Arrangements will need to be made by the owner to have equipment rolled out, allowing our trucks to have access from the frontage road on service days. We appreciate the opportunity to service the new community and look forward to working with the developers and builders in making it an environmentally friendly project. Please contact our Sales Specialist as your project proceeds, her contact information is below, or myself. Sales Specialist: Amanda Mindell — 561-351-8658 If you have any questions or concerns, please contact us. Sincerely, / JEFF SABIN Government Affairs Cc: Amanda Mindell Page 355 of 485 Agenda Item #13. VILLAGE OF TEQUESTA Department of Community Development 345 Tequesta Drive Tequesta, Florida 33469 Ph: 361-768-0451 ( 1,ax: 561-768-0698 www.tequesta.org APPLICATION FOR SITE PLAN REVIEW DRC PLANNING & ZONING BOARD VILLAGE COUNCIL INSTRUCTIONS TO APPLICANTS: El 0 Meeting Date: El Meeting Date: ------------------------ DEPARTMENTAL USE ONLY Ck. # , Fee Paid: Intake Date: ' PROJECT#: i -------------- 1. Please complete all sections of this application. If not applicable, indicate with N/A. 2. Provide all required documents as shown on the attached checklist. If not applicable, indicate with N/A. All construction, additions, and/or alterations within the Village, except in districts R -1A and R-1, must be reviewed by the Planning & Zoning Board. The Planning & Zoning Board meets the third Thursday of every month at 5:30 p.m., as needed in the Village Hall Council Chambers, 345 Tequesta Drive. The applicant will be informed by letter of their scheduled meeting date. The Planning and Zoning Board shall have general authority as outlined in Sec. 22.53. After review and recommendation by the Planning & Zoning Board, applications will be heard by the Village Council for final approval. The Village Council meets regularly on the second Thursday of every month at 6:00p.m., in the Village Holl Council Chambers. I. PROJECT DESCRIPTION & OWNER/AGENT INFORMATION PROJECT NAME: Sea Glass - FKA Blowing Rocks PROJECT ADDRESS: 1500 Beach Road, Tequesta, FL 33469 DESCRIPTION OF PROJECT: Site Plan Modification to the approved site plan for 21 condominium units. Property Control Number (PCN), list additional on a separate sheet: Estimated project cost: NA See attached Property Owner(s) of Record: Turnberry Beach Road c/o Michael Gilbert Address: 19950 West Country Club Drive, 10th Floor, Aventura, FL 33180 Phone No.: 305-682-1142 Fax No.: E-mail Address: Mgilbert@fbdev.com Applicant/Agent (if other than owner complete consent section on page 3): Name: George G. Gentile, FALSA, PLA - Gentile Glas Holloway O'Mahoney & Associates, Inc. Address: 1907 Commerce Lane, Suite 101, Jupiter, FL 33458 Phone No.: 561-575-9557 Fax No.: E-mail Address: george@2gho.com, alec@2gho.com Page 356 of 485 Agenda Item #13. A) ZONING DESIGNATION R3 C) Existing Use(s) Residential Condos II. LAND USE & ZONING B) FUTURE LAND USE DESIGNATION Residential Medium Density D) Proposed Use(s), as applicable Design Modifications to last approved site plan III. ADJACENT PROPERTIES IV. APPLICANT'S STATEMENT OF JUSTIFICATION Provide a statement of use from the applicant that the submitted site plan is consistent with the goals, objectives, and all other provisions of the village comprehensive development plan, and further that the projected use is specifically authorised by development ordinances and regulations. The statement shall include, but not be limited to, specific references to those sections of the comprehensive plan relating to the proposed development. Attach additional sheets if necessary. See attached justification statement. Page 357 of 485 Name of Business/ Land Use Zoning Existing Use(s) Approved Use(s) Subdivision — Designation — — --- — _ Designation _ -------------------------------• NORTH Coral Cove Park Recreation R -OP Park Park ---------------------- SOUTH --......... -................. - Coral Cove Park - Recreation RH •-----------------............... Park -- — - — Park ----------------- EAST jAtlantic ---................... •---------• Ocean -- — --- - -- NA — NAAtlantic ............. ---........... Ocean — — Atlantic Ocean ------------------ WEST --- ----------------------------- -- Intracoastal W NA - NA ............ - ...... -------------------- Intracoastal Wtwy, --------------- — Intracoastal Wtwy IV. APPLICANT'S STATEMENT OF JUSTIFICATION Provide a statement of use from the applicant that the submitted site plan is consistent with the goals, objectives, and all other provisions of the village comprehensive development plan, and further that the projected use is specifically authorised by development ordinances and regulations. The statement shall include, but not be limited to, specific references to those sections of the comprehensive plan relating to the proposed development. Attach additional sheets if necessary. See attached justification statement. Page 357 of 485 Agenda Item #13. V. OWNER/APPLICANT ACKNOWLEDGEMENT AND CONSENT Consent statement (to be completed if owner is using an agent) I/we, the owners, hereby give consent to George G. Gentile and Gentile GkuHolloway 0'Maloney& Associates,inc. to act on my/our behalf to submit this application, all required material and documents, and attend and represent me/us at all meetings and public hearings pertaining to the application and property I/we own described in the application. By signing this document, I/we affirm that I/we understand and will comply with the provisions and regulations of the Village of Tequesta, Florida Code of Ordinances. I/we further certify that all of the information contained in this application and all the documentation submitted is true to the best of my/our knowledge. Tumberry Beach Road, LLC Owner's Na ase prirrt) - --- Owner' Ignature 6-24-19 Date George G. Gentle, FASLA, PLA Applscant/Aggnt=s ilhm e4vl ase print) Ap liea /Agent's Signature - Date VI. APPLICATION FEES (1) Pre -application meeting. A pre -application submittal meeting shall be held with the owner and/or applicant and his/her design team and the community development director and his/her development staff. FEE: A $300.00 fee applies. (2) Review by the Development Review Committee (DRC). The Community Development Director or designee shall submit such application for departmental staff and consultant review within 30 days of receipt of a completed application. FEE: a $400.00 fee applies. (3) Review by the Planning and Zoning Board. The Community Development Director or designee shall submit such application for Planning and Zoning Board review within 45 days of receipt of a completed application. FEE: a $300.00 fee final approval) OR a $500.00 fee (recommendation to Village Council) applies (4) Review by Village Council. Within 45 days of review by the Planning and Zoning Board, the Community Development Director or designee shall then submit such application, including the recommendations of the Planning and Zoning Board, for Village Council review. FEEL. a $300.00 fee plus an additional fee based on the estimated cost of work applies. To cover all additional administrative costs, actual or anticipated, including, but not limited to, engineering fees, consultant fees and special studies, the applicant shall compensate the village for all such costs prior to the processing of the application or not later than 30 days after final application approval whichever Is determined as appropriate by the village. Failure to make such payment may be grounds for not Issuing a building or zoning permit, certificate of occupancy or completion. Costs associated with advertising for pubis earings d other public notice requirements are the responsibility of the applicant. The fee shall be paid prior to ydch applic on being scheduled for a public hearing requiring notice. oler's Signature to Ackna _ Page 358 of 485 Agenda Item #13. VII. APPLICATION SUBMITTAL REQUIREMENTS AND REVIEW PROCESS The applicant will submit to the Village of Tequesta Department of Community Development the following documents for review by the Development Review Committee (DRC), forty-five business (45) days prior to the meeting date: 1) Seven (7)11x17 sets and Three (3) full size sets of professionally prepared site plans showing all existing and proposed structures, setbacks, parking and loading layout, ingress and egress, sidewalks and walkways, exterior lighting layout, dimensions of street frontages, property lines and all signage. 2) Fourteen (14) 11x17 sets and Two (2) full size sets of Landscaping Plans in accordance with Village of Tequesta Code of Ordinances, Division IV, Landscaping. 3) Fourteen (14) 11x17 sets of multi -dimensional color renderings and/or photographs are to be provided. The Planning & Zoning Board requires an exact rendering of the proposed modification, construction or addition. Color photographs or prints as close to the actual colors to be used must be supplied. Since color printers often do not display the correct color, it is recommended that samples of the paint chips, as well as a sample of the support materials (i.e., canvas, wood, metal, etc.) be provided. 4) One (1) CD disk with PDF files including the completed application. 5) Any other documents, maps, photographs, or drawings that may help clarify the position of the applicant. NOTE: All renderings, models, drawings, photos, etc., will become the property of the Village of Tequesta. Pre -application meeting T APPLICATION SUBMITTAL DEADLINE Deadline is 45 business days prior to P&Z Meeting date DRC Meeting Held within 2 weeks of application submittal 1 DRC comments provided to Applicant within 1 week of DRC meeting 1 Re -submit application Deadline is 2 weeks following receipt of --1► DRC comments Planning & Zoning Board Meeting — recommend approval (3rd Thursday of each month) 1 Village Council Meeting - final approval (2nd Thursday of each month) 4 Page 359 of 485 Agenda Item #13. VIII. SITE PLAN REVIEW APPLICATION SUBMITTAL CHECKLIST GENERAL (1) A completed application signed by owner, agent/applicant. Authorization must be attached if applicant is other than owner. (2) Required application fees. (3) Statements of unity of title, warranty deed, or purchase contract of the subject property. (4) General location map, showing relation of the site for which site plan approval is sought to major streets, schools, existing utilities, shopping areas, important physical features in and adjoining the project, and the like. (5) A recent aerial photograph of the site. SURVEY (1) A signed and sealed boundary survey (not more than one year old) and legal description of the property, including any and all easements of record as well as existing topographical conditions of the site. (2) Existing streets and roadway improvements (medians, driveways, signage, etc.) and existing structures within 100' of the project boundary. (3) Existing utilities within 100' of the project boundary. (4) Existing trees identified by caliper and species. SITE PLAN (1) A site plan containing the title of the project and names of the architect, engineer, project planner and/or developer, date, and north arrow, and based on an exact survey of the property drawn to a scale of sufficient size to show: a. Boundaries of the project, any existing streets, buildings, watercourses, easements, section lines, and water and sewer lines, well and septic tank locations, and other existing important physical features on the site and on property adjacent to the site. b. Tabular project data to include: Total gross site area in acres & square feet 177,366 sf 1.77acres Total number of units (multi -family) 121 Total square feet of each primarystructure-� 131,693 sf enclosed 155,443 sf covered Total square feet of accessory structures 1720 sf -- -_— _-- —_—_ _------------ of --- Total footprint each buil—ding in sq ft & % - +____- -- --- __--_ Main Building = 25,325sf 15 cabanas @ 144 SF each Overall mean building height & number of stories 101' - 9 stories Finished floor elevation for all structures j Main Bldg. +8.5' NAVD! Cabana + 15.0' NAVD Total project density in units per acres, if applicable 21 units s/ac @12 du Total proposed off-street parking spaces -- _ — 148 spaces (4 exterior/44 garage) Height and location of proposed fences and/or walls I Mall/gate at entry 4'pool fence Proposed drive aisle width 35' at entry Proposed sidewalk width 8' sidewalk on east and west sides of property 5 Page 360 of 485 Agenda Item #13. c. Provide site data and setbacks: Lot coverage Impervious area ' Open space area TOTAL SQ FT 26,045 sf PERCENT (%) OF SITE ; 33.6% 45,597 sf ! 31,769 sf 59% j 41% Front Side I Side # Rear Primary structure 25' _ 20726732' 1 2073_2_' 1 142' Accessory structure 260' -- r 10' 10' 88' d. Plans and location for recreation facilities, if any, including buildings and structures for such use. e. All mechanical equipment and dumpster locations, screens and buffers. f. Refuse collection and service areas. g. Access to utilities and points of utilities hookups and location of all fire hydrants close enough for fire protection. h. Plans for signage including size, location and orientation. I. Project information on beds, employees, seating, etc. as necessary depending upon the type of development. j. Exterior lighting of all buildings, parking areas and the overall site, addressing glare, traffic safety, economic effect and compatibility and harmony with adjacent properties. k. Proposed topographic considerations including natural vegetation, berms, retaining walls, privacy walls, and fences. (2) Required floodplain management data: a. Flood zone designation b. Base flood elevation c. Coastal high hazard design considerations ENGINEERING PLANS (1) Proposed access (ingress/egress) to project, drive aisles, driveways, streets and sidewalks with dimensions and turn radii for internal and external vehicular traffic. (2) Proposed traffic control signs. (3) Preliminary storm drainage and sanitary sewage plans or statements. If the village determines that the drainage and/or sewage plans require independent review, the applicant shall pay for such review by an independent engineer. (4) Plans for the extraction of fill and mineral resources and alterations or modifications to the slope, elevation, drainage pattern, natural vegetation and accessibility of the development. (5) A comprehensive traffic study, provided by an engineering firm. The study shall be paid for by the applicant and shall include but not be limited to the following: a. Future right-of-way dedications. b. Intersection improvements. c. Traffic control devices. d. Traffic generation analysis. e. Distribution and assignment of traffic access. f. Additional roadway needs. 6 Page 361 of 485 Agenda Item #13. g. Traffic safety standards, including the separation of pedestrian and vehicular traffic. h. Compliance with Palm Beach County Performance Standards Ordinance. LANDSCAPE PIANS (1) Landscaping plan, including types, sizes and locations of vegetation and decorative shrubbery, and showing provisions for irrigation systems. Plans shall also provide delineation of existing trees and information as to which trees will be reused or removed. Landscaping plans shall comply with section 78-400. In addition, landscaping plans shall include irrigation plans in accordance with section 78-398, and shall demonstrate compliance with Florida Friendly Landscaping design standards as required by section 78-394, as applicable (See section 78-392 for applicability). (2) Plans shall provide clear sight lines. (3) Location of light poles. (4) Provide landscape plan data: Required r Provided Number of trees (including percent native) 52 50% ° __ (Inc_-— _ ( } i 68 (651n Native} Number of shrubs (Inc_ -- " -I � — g percent native) 733 1,499 shrubs Amount of groundaover (including percent nati j 3�7 11,283 (100%) Native TOtaI percent of native vegetation _ __._ ___ I O/0 i Shrubs (93%) Ground Covers (100%) ARCHITECTURAL PLANS (1) Architectural elevations and color renderings for buildings in the development, and exact number of units, square footage and types, together with typical floor plans of each type. (2) Type of construction of all buildings per Florida Building Code. (3) Color finishes and material examples and/or samples for all structures including roof, walls, trim, pavers, etc. ADDITIONAL REQUIREMENTS (1) Environmental impact study/assessment. All proposed new development and major redevelopment, as part of the site plan review and subdivision review process, shall submit a environmental statement describing how the proposed development will affect the estuarine water quality of the class III waters of the village, and also an environmental impact assessment study prepared by a qualified ecologist or other professional qualified to do such an assessment. The study shall meet the requirements Ch. 50 Article 11, pertaining to environmentally sensitive lands. (2) Notification of neighboring jurisdictions of any external impacts that a proposed project might have within those jurisdictions and assessment and mitigation of those impacts shall be required. (5) If common facilities (such as recreation areas or structures, common open space, etc.) are to be provided for the development, statements as to how such common facilities are to be provided and permanently maintained. Such statements may take the form of proposed deed restrictions, deeds of trust, surety arrangements, or other legal instruments providing adequate guarantee to the village that such common facilities will not become a future liability for the village. (6) if development is to occur in phases, those phases should be clearly delineated on the site plan and identified in the plans and requirements appurtenant to that site plan, and each development phase shall be subject to site plan review by the village. Page 362 of 485 Agenda Item #13. (7) The substance of covenants, grants of easements or other restrictions proposed to be imposed upon the use of the land, buildings and structures, including proposed easements or grants for public utilities, if applicable. (8) A statement that the development/redevelopment will provide the necessary infrastructure to meet the following level of service standards pursuant to the criteria outlined in Sec. 78-331(h): a. Traffic (roads and rights-of-way) b. Sanitary sewer c. Drainage d. Potable water e. Recreation f. Fire flow requirements g. Pedestrian walkways (9) A statement from the applicant or landowner that all pertinent permits are concurrently being sought from the applicable county, state, and federal agencies listed below. Include a copy of the letter/document with the application. Such permits shall be secured prior to the issuance of a building permit for any development on property included within the site plan. a. Palm Beach County Health Department b. Palm Beach County School District c. Tequesta Fire -Rescue Department (Fire Marshal) d. Loxahatchee River Environmental Control District (ENCON) e. Palm Beach County Department of Environmental Resources Management (DERM) f. South Florida Water Management District (SFWMD) g. Florida Department of Transportation (FDOT) h. Metropolitan Planning Organization of Palm Beach County (MPO) I. Palm Beach Traffic Engineering Division j. Martin County Metropolitan Planning Organization k. Martin County Traffic engineering Department I. Florida Power & Light m. Telephone service provider, as applicable n. Solid Waste purveyor o. Tequesta Water Department p. Other municipal, county, state and/or federal agencies as may be applicable. 8 Page 363 of 485 Agenda Item #13. PCN Numbers for Units at 1500 Beach Road, Tequesta FL 60434030130001010 60434030130001020 60434030130001030 60434030130001040 60434030130001050 60434030130002010 60434030130002020 60434030130002030 60434030130002040 60434030130002040 60434030130002040 60434030130002040 604340301300}2050 PCN Numbers for 1550 Beach Road 60-43-40-30-21-001-0000 Page 364 of 485 Agenda Item #13. August 6, 2019 Village of Tequesta Department of Community Development 345 Tequesta Drive Tequesta, FL 33469 RE: Sea Glass fka Blowing Rocks To Whom It May Concern: This letter is to serve as permission for Gentile Glas Holloway O'Mahoney & Associates, Inc. to act as the agent on behalf of Turnberry Beach Road LLC in connection with development and site plan modification of above referenced property, said agency shall include attendance at meetings, and submission of applicable governmental applications and documents to be filed, with the Village of Tequesta. Sincerely, Signature Ij Sheryl Kas — Authorized Signatory Turnberry Beach Road LLC STATE OF COUNTY OF k (a I hereby certify on the 'S day of 14VCiu&Sf- , 2019, SV�e✓A l '44SS' personally appeared before me and produced identification, or is personally known to me, to be the person described herein and who executed the foregoing instrument. Witness my hand and official seal in the state and county, the day and year aforesaid. Notary RIP State of Florida ie Cesar ion GG 148831 2021Commission Expires: O �aZ�/2 D 2 ( Page 365 of 485 Agenda Item #13. Landscape Architects ■ Planners ■ Environmental Consultants tc-000017- GENTILE I GLAS I HOLLOWAY I O'MAHONEY&Associales,In. July 25, 2019 Ms. Nilsa Zacarias Department of Community Development Village of Tequesta 345 Tequesta Drive Tequesta, FL 33469 RE: Sea Glass Condominium SPM 2-19 / 2GHO Job No. 17-0513.2 Dear Ms. Zacarias George G. Gentile IASL1 M. Troy Holloway AM,% Emily M. O'Mahoney LA A Dodi Buckmaster GIas ART Pursuant to comments received from staff on July 19, 2019 based on a submittal of June 26, 2019, please accept this letter as a written response. Also, included with this letter are the revised plans, which address the comments where applicable. For your convenience we have prepared our responses in bold italics. SITE PLAN REVIEW The Development Review Committee (DRC) members reviewed the subject application. The subject Site Plan Modification includes substantial changes from the previously approved site plan. Please see the following DRC comments: ZONING REVIEW General Comments 1. Remove marina from plans and renderings. Marina will require a Special Exception Use application and is not part of the subject application. Response: Comment acknowledged The renderings and plans have been updated accordingly. Site Plan (Al) Drawing Comments 2. Complete and label entire site plan as follows: a. Provide all setbacks to the main building and accessory structures. Response: See applicable plans for setbacks b. Provide parking space dimensions. Response: Comment acknowledged Please refer to Sheet A-2. c. Provide label for rolling/sliding gates. Response: Comment acknowledged Please refer to Sheet A-2. d. Label the entry/monument sign. Response. Comment acknowledged Please refer to Sheet A-2. e. Label call box on the site plan. Response: Comment acknowledged Please refer to Sheet A-2. 1907 Commerce Lane, Suite 101 Jupiter, Florida 334511 561-575-9557 561-575-5260 Fax www.2gho.com Page 366 of 485 Agenda Item #13. Sea Glass Response Letter July 25, 2019 Page 2 of 13 f. Provide canopy height information for the Fire Department. Response: Comment acknowledged Please refer to Sheet A-2. g. Label the proposed "BBQ terrace" area. Response. Comment acknowledged Please refer to Sheet A-2. 3. Enlarge the side setback diagram on sheet Al. Response: Comment acknowledged Please refer to Sheet A -LI 4. Revise generator location per Code Section 78-299 (c) (1) Emergencygenerators, air conditioning equipment, pool equipment and similar mechanical equipment shall not be located in any front yard area or any closer than five feet from any side or rear lot line. Response: See Sheet A-3. Emergency Generator has been moved east. ZONING REVIEW R-3 Zoning REQUIRED BY CODE PROPOSED COMMENTS District Minimum 10,000 sq. ft. for the first multifamily 77,366 sf (1.776 In compliance Lot Size dwelling unit, plus 3,356 sq. ft. for each acres) additional dwelling unit to a maximum of 21 dwelling units 12 dwelling units per acre. Minimum 80 ft. 404.68' In compliance Lot Width 200 ft. 3 167.0' 3 Minimum buildable lot depth cannot include submerged lands, conservation easement areas, protected wetlands, mangrove stands or similar protected areas. Accessory structures, not exceeding one story/ten feet in height, may be constructed on lots with less than the minimum lot depth. See the definition for lot depth in section 78-4 for additional requirements. Front Yard Main Structure: 20 ft. 20' In compliance Accessory: 0 ft. for an accessory structure not exceeding one story/ 10 ft. in height used for the parking of vehicles only (covered parking) and provided that the design of the front of the covered parking structure includes fully landscaped grade and/or raised planters that provide a minimum of 10 ft. of landscaped width along the full frontage of the covered parking structure. N: Blowing Rock -Condominiums Turnberry 17-05131 Applications12019 Site Plan ModifzcationWgency Correspondencesea Glass Response Letter 07.22.19.Docx Page 367 of 485 Agenda Item #13. Sea Glass Response Letter July 25, 2019 Page 3 of 13 Rear Yard Main Structure: 20 ft. plus 2 ft. for 142' In compliance each additional 10 ft. or portion thereof over 50 ft. in height of the main building or structure. Accessory: 10 ft. for any accessory one-story building or structure. Plus 2 ft. for each additional story of the accessory building or structure. Side Main Structure: 20 ft. plus 2 ft. for 20'-0" In compliance. Yard each additional ]Oft. or portion thereof 26'-0" - over 50 ft. in height of the main building 32'-0" In compliance. North or structure. Accessory: 10 ft. for any accessory In compliance. one-story building or structure. Plus 2 ft. for each additional story of the accessory building or structure. Side Main Structure: 20 ft. plus 2 ft. for 20'-0" In compliance. Yard - each additional ]Oft. or portion thereof 32'-0" South over 50 ft. in height of the main building or structure. Accessory: 10 ft. for any accessory one-story building or structure. Plus 2 ft. for each additional story of the accessory building or structure. Lot Max 35% 26,045 sf (33.6%) In compliance. Coverage 11 stories/101 ft. measured from the 116' 6" Not in compliance. averse height of the crest of the sand Height should be dune line, for main building or structure measured from east of Beach Road, and measured from Building the average height Height Fade west of Beach Road.4 2 stories/20 of the crest of the ft. for any accessory building or sand dune line. structure. Response: See Sheet A-12. Vertical dimension string has been revised to reference height from average crest of dune. N: (Blowing Rock -Condominiums Turnberry 17-05131 Applications12019 Site Plan Modification Ugency Correspondence&a Glass Response Letter 07.22.19.Docx Page 368 of 485 Agenda Item #13. Sea Glass Response Letter July 25, 2019 Page 4 of 13 Parking Sec. 78-705 (8): 48 spaces (4 Number of c. Multiple -family: Two spaces exterior, 44 parking spaces in per dwelling unit. garage) compliance. REQUIRED: 42 spaces Provide dimensions IN COMPLIANCE ADA: (1 exterior ADA compliance is and 2 interior) reviewed by Traffic Engineer and Building Official. Landscape Min 30% 31,769 sf (41%) In compliance. Open Space Sidewalks Per Sec. 78-331 (h)(7): Pedestrian 8' In compliance. walkways must be a minimum of 5 ft wide, parallel to roadways and a min of 4' from edge of roadway. Architecture (A-13) Drawing Comments 1. Provide floor plan of penthouse and roof. • The previous site plan included a swimming pool and mechanical equipment on the roof. Response: Comment acknowledged See SheetA-7. 2. Revise the building height of the proposed building. • The height should be measured from the average height of the dune. Response: Comment acknowledged See SheetA-13. Vertical Dimension string was revised to reference height from average crest of dune. SITE PLAN REVIEW — DIVISION 2 Sec. 78-331. - Required; development standards; required facilities and infrastructure. By the terms of this chapter, all permitted uses in all zoning districts except R-lA and R-1, all special exception uses as approved by the village council, all planned residential development (PRD), planned commercial development (PCD), and planned mixed-use development (PMUD), all miscellaneous development and redevelopment, all subdivisions, and all uses ofor r construction lying partially or entirely in special flood hazard areas shall comply with the following: (a) Site plan review is required. SPR APPLICATION UNDER REVIEW (b)Conceptual review of the overall development, if phased, is required. Response: Not Applicable. (c) The development shall conform to all minimum requirements of this chapter and any other applicable laws and regulations. SPR APPLICATION UNDER REVIEW. N.-OlowingRock-Condominiums Turnberry 17-0513WpplicationsuO19 Site Plan ModificationUgency CorrespondencelSea Glass Response Letter 07.22.19.Docx Page 369 of 485 Agenda Item #13. Sea Glass Response Letter July 25, 2019 Page 5 of 13 (d) The development shall be compatible with the intent of the zoning district wherein it is proposed to be located and compatible with adjacent land uses. Response. Application is for a modification to a previously approved site plan. (e) No building permit shall be issued for the purpose of erecting any structure or building, or for structural alterations in any existing structure or building, until after the planning and zoning advisory board has reviewed and made recommendations to the village council, and the village council shall have finally approved the site plan in accordance with this section. However, for the items specified in section 22-53(b), the planning and zoning advisory board has final approval authority, and those items do not require fizrther approval by the village council. SPR APPLICATION IS CURRENTLY UNDER REVIEW. NO BUILDING PERMITS WILL BE ISSUED UNTIL VILLAGE COUNCIL APPROVAL IS OBTAINED. (f) No building permits or development orders shall be issued unless public facilities and services which meet or exceed the adopted level of service standards are available concurrent with the development impacts. Compliance with this requirement may be accomplished through one or more or a combination of the following processes: (1) Installation of all required public facilities/infrastructure/services prior to or concurrent with the development impacts. SITE IS LOCATED WITHIN URBAN SERVICE AREA OF VILLAGE & HAS ALL MUNICIPAL SERVICES AVAILABLE (2) Phasing of all required public facilities/infrastructure/services: a. By local government (capital improvements element). b. By the developer (development agreements). (3) Phasing of the development. PROVIDED (g) All proposed development and or redevelopment shall be coordinated with and/or obtain approvals and/or permits from the following agencies: (1) Palm Beach County Health Department. Applicant provided statement. (2) Tequesta Fire -Rescue Department (Fire Marshal). Applicant provided statement. (3) Loxahatchee River Environmental Control District (ENCON). PROVIDED (4) Department of Environmental Resources Management (DERM). Applicant: PROVIDE LETTER OR STATEMENT - CLARIFY FOR MARINA APPLICATION. Response. This application does not contain a request for a marina. The applicant will submit an application under separate cover requesting the marina use adjacent to the Intracoastal Waterway. At that time, the applicant will work with the Department of Environmental Resources Management to obtain any required permits. (5) South Florida Water Management District (SFWMD). PROVIDE LETTER Applicant provided statement. (6) Florida Department of Transportation (FDOT). PROVIDE LETTER SEE TRAFFIC ENGINEER REVIEW COMMENT. Response. Any necessary permits required by FDOT will be obtained post site plan approval, and provided to the Village of Tequesta during time of building permit. N.-OlowingRock-Condominiums Turnberry 17-0513Upplications12019 Site Plan ModifacationUgency CorrespondencelSea Glass Response Letter 07.22.19.Docx Page 370 of 485 Agenda Item #13. Sea Glass Response Letter July 25, 2019 Page 6 of 13 (7) Reserved. (8) Metropolitan Planning Organization of Palm Beach County (MPO). N/A (9) Palm Beach County Traffic Engineering Division. TPS LETTER WAS RECEIVED FROM PBC (10) Martin County Metropolitan Planning Organization. N/A (11) Martin County Traffic Engineering Department. N/A (12) Florida Power & Light Company. PROVIDED (13) Telephone service provider, as applicable. PROVIDED (14) Solid waste purveyor. PROVIDED. (15) Tequesta Water Department. Applicant provided statement. (16) Other municipal, county, state and/or federal agencies as may be applicable. Evidence of final acceptance of the development or redevelopment project by agencies listed in this subsection must be submitted to the village prior to review by the village council pursuant to section 78-334(d). Response: This site is located within the Urban Service Area of the pillage of Tequesta & has all municipal services available. (h) All new development and/or redevelopment must provide the necessary infrastructure to meet the following level of service standards. Each application submitted pursuant to this section shall be required to provide a certification from a licensed engineer in the state that the proposed development and/or redevelopment meets or exceeds the level of service standards for the listed infrastructure as follows: (1) Traffic (roads and rights-of-way). TRANSPORTATION CONSULTANT TRAFFIC STATEMENT Response: Comment acknowledged. Roadway Type (LOS) Standard (LOS) Peak Collector* C D, *Except Country Club Drive and Seabrook Road which are C Urban minor arterialsC D Principal arterialsC D (2) Sanitary sewer. A central wastewater level of service standard of 108 gallons per capita per day is hereby adopted, and shall be used as the basis of estimating the availability of capacity and demand generated by a proposed development project. Applicant provided statement. N.-OlowingRock-Condominiums Turnberry 17-0513Upplications12019 Site Plan ModicationUgency CorrespondenceLSea Glass Response Letter 07.22.19.Docx Page 371 of 485 Agenda Item #13. Sea Glass Response Letter July 25, 2019 Page 7 of 13 (3) Drainage. A public drainage facilities level of service standard of a 25 -year frequency, 24-hour duration storm event is hereby adopted, and shall be used as the basis of estimating the availability of capacity and demand generated by a proposed development project. As a general drainage requirement, each proposed project and/or site must maintain 95 percent of all stormwater runoff on-site. Applicant received a variance. (4) Potable water. The following potable water level of service standards are hereby adopted and shall be used as the basis for estimating the availability of facility capacity and demand generated by a proposed development project: Applicant provided statement. a. Average day water consumption rate: Residential 175 gallons/capita/day { b. Maximum day water consumption (including irrigation): Residential 180 gallons/capita/day Nonresidential* 3,030 gallons/acre/day (5) Recreation level of service standards table. Applicant provided statement. Area/activity (unit/population) Classification standard Neighborhood parks 2 acres/1,000 Community parks 2 acres/1,000 Beaches 1 mile/31,250 Golf courses 9 holes/30,000 Tennis 1 court/2,500 Basketball 1 court/2,500 Baseball/softball 1 field/7,200 Football/soccer 1 field/4,800 Playground areas 1 acre/3,600 Beach access easements 1 per % mile of developed or redeveloped beach frontage (6) Fire flow requirements. All development and/or major redevelopment must provide the necessary infrastructure improvements for fire suppression, including adequate fire hydrant placement, to meet the development's fire flow requirements in accordance with NFPA #1, Uniform Fire Code, Florida edition. Applicant provided statement. (7)Pedestrian walkways. All development and/or major redevelopment must provide a minimum five-foot wide continuous path of travel for pedestrians (sidewalks). Sidewalks shall be parallel to all roadway surfaces and be at least four feet from the edge of the roadway pavement. All sidewalk improvements N.-OlowingRock-Condominiums Turnberry 17-05131 Applications12019 Site Plan ModicationUgency CorrespondencelSea Glass Response Letter 07.22.19.Docx Page 372 of 485 Agenda Item #13. Sea Glass Response Letter July 25, 2019 Page 8 of 13 shall be installed and maintained by the adjacent property owner. Location, set back, width and material shall be approved by the village. APPLICANT PROVIDED SIDEWALK ON BOTH SIDES. (i) Reserved (j) The development shall project for the reservation and preservation of existing and future rights-of-way as may be determined by the village and in conformance with the county and village right-of-way protection plan. PROVIDED. (k) Site plans shall be required which incorporate innovative urban, architectural, and/or engineering design of impervious areas (e.g., parking lots) to maximize the retention of rainfall to these areas which will increase the recharge of groundwater while reducing stormwater runoff. PROVIDED. (1) All new developments shall be required to limit post -development surface water runoff rates and volumes to predevelopment conditions. Applicant received a variance. (m) All proposed new development and major redevelopment within the coastal building zone of the village must provide for the dedication of public access easements meeting the adopted level of service standards. N/A (n) All proposed new development and major redevelopment, as part of the site plan review and subdivision review process, shall submit a drainage/environmental statement describing how the proposed development will affect the estuarine water quality of the class III waters of the village, and also an environmental impact assessment study prepared by a qualified ecologist or other professional qualified to do such an assessment. The study shall meet the requirements of chapter 50, article II, pertaining to environmentally sensitive lands. PROVIDED. (o) New development and redevelopment shall not be permitted within the coastal high -hazard area of the village as defined in section 78-832 except in accordance with the mandates of chapter 78 article XII. PROVIDE STATEMENT Response: The project has been granted a Letter of Map Revision (LOMR) from the Federal Emergency Management Agency (FEMA), Case No. 18-04-1101P, to effectively change the project flood zone to an AE flood zone, see enclosed The LOMR became effective on July 2, 2018. Therefore, the property is not located in a coastal high -hazard area. Please see the determination document included in this submittal, (p) Notification of neighboring jurisdictions of any external impacts that a proposed project might have within those jurisdictions and assessment and mitigation of those impacts shall be required. PROVIDE STATEMENT. MARINA SPECIAL EXCEPTION USE APPLICATION WILL BE NOTIFIED TO SURROUNDING RESIDENTS. Response. Based on providing potable water, sanitary sewer service and stormwater management for the proposed project, there are no negative external impacts anticipated from this project. Therefore, notifications have not been sent to the neighboring jurisdictions relative the water, sewer and drainage impacts (q) Determination of needed public facility improvements shall be made during the site plan and/or subdivision review process and prior to the issuance of a development order and building permit. PROVIDE STATEMENT. Applicant provided statement. (r) Stormwater management facilities including curbs, gutters, piping, culverts, ditches, etc., shall be provided based on engineering calculations and design standards to ensure that all drainage improvements are in conformance with chapter 74, article IV. SPR APPLICATION UNDER REVIEW N.-OlowingRock-Condominiums Turnberry 17-0513WpplicationsU019 Site Plan ModicationUgency CorrespondencelSea Glass Response Letter 07.22.19.Docx Page 373 of 485 Agenda Item #13. Sea Glass Response Letter July 25, 2019 Page 9 of 13 Response: The stormwater management facilities will be designed in conformance with Chapter 74, Article IV with the exception of the retention of 95% of the 25 year — 24 hour storm event: Per the Application Review letter issued by the Village's Consultant, compliance with this section of the Village Code is unlikely due to the location and elevation on the Barrier island, while the other existing condominium developments along Beach Road also do not meet these requirements. In comparison to the existing stormwater management system, and other developments existing within the same conditions, the proposed system will be an overall improvement to water quality treatment and stormwater runoff from this site. BUILDING DEPARTMENT REVIEW Please see attached email from Mr. Jose Rodriguez, Village of Tequesta Building Official, referencing no comments. TRAFFIC ENGINEERING REVIEW Please see attached review letter from Mr. William Grieve, P.E. from McMahon Associates, Inc. Concurrency Statement The number of dwelling units remains same as the approved site plan, and as a result, the number of trips remains the same, therefore McMahon believes the proposed development is still in compliance with the Palm Beach County Traffic Performance Standards, as stated previously. Site and Engineering Plan Review (Traffic and Parking) McMahon conducted a review of the site plan with regard to parking and traffic circulation. 1. A gate queuing analysis should be provided based on the methodology outlined in Transportation and Land Development, 1988, published by the Institute of Transportation Engineers (ITE). Gate analysis should use peak hour of generator trips per ITE. McMahon acknowledges receipt of a queuing analysis for the project in an email, dated July 17, 2019 and McMahon will review it in a timely manner and respond separately. Response: Comment acknowledged 2. Per Village Code, Sec. 78-703. - Aisles and driveways. Maximum width of an access drive shall be 35 feet as measured along the right-of-way line. Driveway was not clearly dimensioned but appears to be greater than 35 feet. Provide driveway dimensions on both Site and Conceptual Engineering Plans. Response: Driveway width is 35. See Sheet A-2, as well as the Conceptual Engineering Plan. 3. Indicate on both the site and conceptual engineering plans all radii at the driveway and at the entryway area inside the gate. Also, if visitors cannot gain access, is the turnaround area sufficient? Response: Comment acknowledged See Sheet A-2, as well as the Conceptual Engineering Plan. The turnaround area is sufficient for a typical passenger vehicle. SEWER, DRAINAGE AND WATER REVIEW Please see attached review email from Mr. Tom Jensen, P. E. from Kimley Horn. 1. Confirm that the fire hydrant on the west side of South Beach Road (SR707) can be granted an easement within the 10 ft deeded set back and within the jurisdictional area. Response. The proposed fire hydrant location on the west side of South Beach Road (SR 70 7) has been revised so the proposed easement does not encroach upon the Jurisdictional Area. It is not anticipated that the 10' deeded setback (DB 1075, pg. 480) would exclude granting Utility Easements. This will be verified during the process of drafting the proposed Utility Easement's sketch and legal language. If it is N.-OlowingRock-Condominiums Turnberry 17-05131 Applications12019 Site Plan Modification Wgency CorrespondencelSea Glass Response Letter 07.22.19.Docx Page 374 of 485 Agenda Item #13. Sea Glass Response Letter July 25, 2019 Page 10 of 13 discovered that the easement cannot be granted, an alternate location for the fire hydrant will be determined that is satisfactory to the Village and meets fireprotection requirements for the future Marina phase of the project. 2. Confirm that PBC will allow the storm runoff from this development into their system within the right of way. Response. The current stormwater system design, including connection to the existing system on South Beach Road (SR 707) is consistent with previously approved submittals, which were previously coordinated with, and accepted by Palm Beach County. Shift the water/fire service line west, closer to the right of way, to minimize the Village's responsibility on- site. Response: The domestic water line and fire service line, including gate valves & meter assembly have been revised to be located as close to the right-of-way as possible, without encroaching upon the existing (to remain) 10'wide FP&L easement adjacent to the right-of-way line. 4. Check with Tequesta Fire Rescue on the location of the fire hydrant that appears too close to the building. Response: Tequesta Fire Rescue comments have been provided, which only request that this fire hydrant & FDC be dimensioned relative to each other and the proposed sliding gate. These dimensions have been shown per The Village Fire Rescue's comments. We assume there is no issue with the proposed fire hydrant and FDC locations relative to the building. 5. The southern 8 -inch water entering the site will have conflicts with the proposed 18 -inch exfiltration trench. Note that we will not accept a water main that goes under the drainage. Response. The southern proposed 8" water main entering the site crosses the proposed 18"HDPE storm pipe, but does not conflict with proposed exfdtradon trench. The exfiltradon trench limits have been emphasized for clarity on the revised Conceptual Engineering Plan. The Village's requirement for the proposed water main to cross over the proposed storm drainage pipe is acknowledged This will be further designed and reviewed with yourself and all appropriate Village Staff following Site Plan approval. 6. The fire hydrant on-site, along the south property boundary, have we looked at moving it towards the entrance in the depressed area (may need to revise the depressed area). Response. The proposed fire hydrant along the south property boundary was placed as submitted to allow optimum space along the entry motor courtfor emergency vehicle staging as well as to get more readily accessible fire protection coverage of the south eastern sector of the site. The final placement of the proposed fire hydrants will be further designed and reviewed with yourself and all appropriate Village Staff following Site Plan approval. 7. We will need a hold harmless agreement relative to the specialty pavers within the driveway where the proposed water main is being installed. The Village will not be responsible for the pavers if the water main ever experiences a main break. Response: Comment Acknowledged As coordinated prior to the DRC resubmittal dated 8/29/2018, the developer intends to include language in the proposed Utility Easement sketch and legal that excludes the Village from being required to restore the specialty paver surface of the driveway should the water main experience a break and need to be repaired LAW ENFORCEMENT REVIEW Provide security cameras. Clarify access to gate, building and access key for elevator. Response. The developer will have security both internal and external on the project site which will be monitored by onsite security. The developer will also install a Knox -box at the entry gate and provide N.-OlowingRock-Condominiums Turnbeny 17-0513Upplicationsl2019 Site Plan ModicationUgency CorrespondencelSea Glass Response Letter 07.22.19.Docx Page 375 of 485 Agenda Item #13. Sea Glass Response Letter July 25, 2019 Page 11 of 13 appropriate access keys or codes to the Vllage of Tequesta Police and Fire Rescue departments. Elevator access keys will also be provide to the Village of Tequesta Police and Fire Rescue departments or will be available as requested by both these first responder agencies. FIRE SAFETY REVIEW Please see attached review comments from Chief James Trube. Access and Operations: A few areas in the proposed site plan need to be addressed or reconfigured to provide adequate access for fire apparatus and firefighting operations. a. The access point has changed with the recent proposal. All Fire Department Access roads including the entrance must be at least 20 feet in width and remain unobstructed. Verify that changes do not impede the 20 foot requirement. Also, what is the grade? Response. Fire Department Access Road including entrance is 20' in width minimum dimension. The elevation change from street to main entrance is 4' (EL +4.40 to EL. +8.40 NA VD) Over 150' (Approximately 2.6% grade up). b. Curbside parking would reduce the unobstructed minimum width of the Fire Access road. This will need to be addressed with No Parking signs. Response: Comment acknowledged c. It appears that the canopy may have changed. Verify that the height is in compliance with Fire Code. This could further reduce fire department access? Response: Clear height to underside of canopy is approximately 20' exceeding minimum allowable height in fire code. d. Noticed note reference a change to the stairwell and elevator core being modified. Please confirm that you are still planning to meet previous requirement for a 4500 Service Elevator installed with an interior depth of at least 87" for transporting patients on stretchers and medical equipment. This is needed to obtain approval under Village Code of Ordinance section 78-331(9)(2). Response: Service elevator will be 4500# capacity with 87" minimum depth. e. Gate access control is not apparent. The gate access for emergency vehicles will need to be provided and location agreed upon. Response: Comment acknowledged f. Knox Box Access for all common areas will need to be provided. Response. Comment acknowledged 2. Water Supply must comply with NFPA 1 and must be capable of providing the required fire flow. a. Fire hydrants must comply with NFPA 1. Response. Comment acknowledged b. There does not seem to be a designation of a fire lanes near any of the fire hydrants. This adds to the concern about curbside parking and emergency vehicle access. Response: "Fire lane, No Parking" Signs have been added in two locations for the resubmittal. Please see the revised Conceptual Engineering Plan. c. Wall Hydrant will be required on rear/EAST side of the structure do to distance from Fire Department Access point. Does the change in the pool deck create any issues for placement of this hydrant? Response: Comment acknowledged The pool deck has been designed so that no issues will arise with the required wall hydrant. N.-OlowingRock-Condominiums Turnberry17-0513Upplications12019Site Plan ModifzcationUgencyCorrespondencelSeaGlass Response Letter 07.22.19.Docx Page 376 of 485 Agenda Item #13. Sea Glass Response Letter July 25, 2019 Page 12 of 13 d. Has the location of the FDC changed? Verify the distance between the new gate location and FDC and Fire Hydrant? Response: The location of the FDC has changed slightly due to the proposed sliding gate and relocation of guest / accessible parking stall(s). Dimensions have been added to the revised Conceptual Engineering Plan between the Fire hydrant, and the FDC (S.S'), as well as the FDC and the sliding gate (4.5 9 at the nearest point. 3. Tenant Separation a. What type of construction will be used for tenant separation, and separation from hazardous areas such as the garage/mechanical rooms? Response: Life Safety Plans have been provided b. The mechanical/equipment rooms have been moved. This does not appear to be a significant impact to the fire department. Response: Comment acknowledged 4. Life Safety evaluation a. The residences on floors 2 through 9 have been reconfigured. They will need a revised life safety evaluation. Additionally the second floor has been reconfigured. These areas will need to be evaluated for occupant load and means of egress calculations. Response: Life Safety Plans have been provided b. All elevators, stairwells, exits and means of egress will need to be evaluated for compliance with fire code. Response: Life Safety Plans have been provided 5. Fire Protection and Detection Systems: NFPA 101 calls for supervised automatic fire sprinklers in "New Apartment Buildings". a. All Apartment Buildings shall be equipped with a supervised automatic fire sprinkler system in accordance with NFPA requirements. Response: Comment acknowledged See provided life safetyplans. b. Fire alarm systems shall be provided in accordance with Florida Fire Prevention Code, NFPA 101 and NFPA 72. Response: Comment acknowledged See provided life safety plans c. The two story structure at the dune line is being demolished and converted to an elevated deck with cabanas. Will they be fully enclosed? They may be required to have sprinklers. Response: The cabanas are 12'x12' free standing accessory structures that are enclosed 6. It is our understanding that the Marina would be part of phase 2 and a separate review would be conducted. Response: Yes, a Phase 2 Marina Application will be submitted under separate cover. 7. The Project shall be completed in compliance with Florida Fire Prevention Code, NFPAl and NFPA 101. Response: Comment acknowledged LANDSCAPE REVIEW See attached review letter from Mr. Stephen Parker, RLA, consulting landscape architect. X kBlowing Rock -Condominiums Turnbeny 17-0513Wpplicationsl2019 Site Plan ModicationUgency CorrespondencelSea Glass Response Letter 07.22.19.Docx Page 377 of 485 Agenda Item #13. Sea Glass Response Letter July 25, 2019 Page 13 of 13 1. The lift station still overlaps the front 1 O' wide landscape buffer. Per an earlier discussion with OS Boca, during the permitting process every effort shall be made to shift the lift station out of the buffer. Response. Comment acknowledged 2. Increase the landscape buffer widths as necessary to provide a minimum 5' of green space to compensate for existing and proposed retaining walls. Response: Buffers on the north and south sides have been modified to provide a continuous green space of 5' in width. 3. Additional palm required on west side of west parking space adjacent to entry (1 canopy tree or 3 palms required in each end island). Response: A third palm was added to west side of west parking space. 4. Remove paving and add 1 canopy tree or 3 palms on east side of parking space adjacent to lift station. Response. Pavement modified to allow for a canopy tree (CE —Green Buttonwood). 5. Indicate variety of sod being installed. Response: St.Augustine `Floratam' sod is proposed (added to note on sheet LP -2). 6. Add grouping of 3 coconut palms on east side of building (as provided in previous plans) to soften building elevation from beach. Adjust location per new hardscape layout. Response: A grouping of (3) coconut palms is now proposed east of the tower (between structure and beach). 7. Canopy trees must be 16' height x 6' spread with a 3" caliper minimum (Sec. 78-393. Definitions). Increase sizes of the Green Buttonwood, Small Leaf Clusia and Sea Grape trees to meet this requirement. Response: Tree specifications modified to meet minimum Code requirements. 8. Increase spread of CLH1 from 20"-22" to 30"-32". Response: Spread of CLHI revised to 3V-32': 9. Indicate type of landscape (sod, shrubs etc.) being provided in green space between main building and emergency generator building. Response. Second level landscape is now shown on planting plan (sheet LP -1. Palms, trees and shrubs are proposed). We appreciate staff's time in reviewing our responses and revised plans. Should you have any questions, or need any additional information, please contact us at 561-575-9557. Respectfully, Gentile Glas Holloway O'Mahoney & Associates, Inc. _5i George G. Gentile, PLA, FASLA, LEED®AP, BD&C Senior Partner N.-Olowing Rock -Condominiums Turnberry 17-05131 Applications12019 Site Plan Modification lAgency CorrespondencelSea Glass Response Letter 07.22.19.Docx Page 378 of 485 Agenda Item #13. Landscape Architects • Planners Environmental Consultants GENTILE i GLAS I HOLLOWAY I O'MAHONEY&,kssnrlates, Inr, Sea Glass Village of Tequesta Site Plan Amendment Project Narrative June 26, 2019 George G. Gentile IAtf A Ni. Troy Holloway A?IA Emily .b1. O'Mahoney IN Dodi BLIckmaster Glas Alt 11 Gentile Glas Holloway O'Mahoney & Associates, Inc., on behalf of the owner, Turnberry Beach Road, LLC, respectfully request review, and approval of the submitted site plan application which proposes modifications to the recently approved site plan for a state of the art residential structure located at 1500 and 1550 Beach Road within the Village of Tequesta. Sea Glass, formerly known as Blowing Rocks received the following approvals in 2018: - Ordinance No. 12-18 approved September 13, 2018, authorized a Land Use Change for a portion of the property to Residential Medium land use designation - VAR — 02-18 was approved on September 13, 2018 that would allow the site to retain 30% of a 25 year 1 day storm event; - SPR 1-18 approved on November 8, 2018 authorized a site plan consisting of 11 stories, 21 unit multifamily condominium building featuring 210, 028 square feet. This approval also consisted of a replat to combine two parcels. Proposed Modifications: Below is a list of changes as it relates to the site plan. REVISION 1 (Sheet A-1) • Proposed Lot Coverage = 26,045 SF (33.6%) • Open Space Provided= 31,769 SF (41%) • Parking Provided = 48 spaces REVISION 2 (Sheet A-2) • Existing 2 -story structure east of FEMA Control Line partially reduced and converted to open BBQ terrace at +/- EL.+15'- Foundation and ground level slab to remain • Swimming pool relocated from south side to center of site and pool deck revised accordingly • Dune crossover locations remain unchanged • Private beach feature on NE corner remains • Access to pool deck on south side remains with slight modification — pool deck access added on the north side from Level 2 amenity deck • Five free-standing cabanas added —Maximum 144 SF / 10' Min. side setback 1907 Commerce Lane, Suite 101 Jupiter, Florida 33458 561-575-9557 561-575-5260 Fax www.2gho.com Page 379 of 485 Agenda Item #13. Sea Glass @ Blowing Rocks Village of Tequesta Site Plan Modification June 26th, 2019 REVISION 3 (Sheet A-2) • Main entry has been revised to include Visitor Lane- Sliding entry gate moved east with the four guest parking spaces reconfigured REVISION 4 (Sheet A-2) • NW corner of garage with trash holding area reconfigured but designed to function the same as the original approved plan — trash will be brought from garage to holding area using 5' wide sidewalk (max. slope 5%) in lieu of ramp REVISION 5 (Sheet A-3) • Mechanical spaces on west side above garage now in a structure detached from tower REVISION 6 (Sheet A-3) • Residential unit added on SE corner in lieu of amenity spaces relocated to west REVISION 7 (Sheets A4 thru A-7) • Tower profile modified and simplified maintaining setbacks per code • Stair and Elevator core modified REVISION 8 (Sheet A-13) • Tower reduced from 10 floors to 9 floors with height redistributed throughout tower- maximum height of 101' from top of dune to main roof same as approved plans. Landscaping The following is a list of landscape changes for the project. SHEET LH -1 • Site plan and entrance roadway revised on east side only. SHEET LH -2 • Entrance gate was relocated to allow for a visitor's lane. • (3) of the (4) visitor's parking spaces are now located west of the entrance gate. • (5) cabanas (144 S.F. max) were added to pool terrace. • Swimming pool has been relocated centered on tower in a north south orientation. • A viewing terrace has been created in the location of the existing beach building that will be reduced. The terrace elevation will be the same as the existing building first floor slab supported by the existing foundation. (el. 14.5). • A handicap access walkway ramp has been added on south side to provide pool terrace access from ground floor lobby. • A stairway walkway has been added on the north side to provide pool terrace access from the amenity terrace. N:\Blowing Rock -Condominiums Tumberry 17-0513\Applications\2019 Site Plan Modification\Application Materials\Project Narrative 6.26.19.docx Page 380 of 485 Agenda Item #13. Sea Glass @ Blowing Rocks Village of Tequesta Site Plan Modification June 26"', 2019 SHEET LH -3 • Entrance gate character elevation updated with new tower west elevation. • Entrance sign elevation revised to show new project name. SHEET TD -1 • Unchanged. SHEET LP -1 • Planting design modified to fit revised site plan. Mostly just shifting of plant materials within the same area • Landscape data modified to reflect changes. SHEET LP -2 • Minor revisions to plant list quantities. Justification Over the past several months, Turnberry (now under the name Fontainebleau Development) has exercised extreme diligence to propose modifications to the approved site plan that still remain consistent with the overall character of the area, and proposed development. The owner has submitted, revised site, and landscape plans, in addition to engineering plans, building renderings, and architectural drawings that illustrates full compliance with Village of Tequesta Code. Conclusion The above mentioned modifications are consistent with the proposed character of the previously approved development, and will not present an adverse effect on the health, safety, and welfare of the public. With that, and on behalf of the owner, Gentile Glas Holloway O'Mahoney & Associates, Inc., respectfully request approval of the submitted application. N:\Blowing Rock -Condominiums Turnberry 17-0513\Applications\2019 Site Plan Modification\Application Materials\Project Narrative 6.26.19.docx Page 381 of 485 Agenda Item #13. Drainage Statement for: Sea Glass Date: June 26, 2019 Project No. 17-1179 Location KESHAVARZ —& ASSOCIATES— CIVIL ENGINEERING I SURVEYING I CONSULTING The 1.78 acre project site is located between the Atlantic Ocean and the Intracoastal Waterway immediately south of Coral Cove Park. Beach Road bisects the project site with the majority of the project site located east of Beach Road. The project site is bounded on the north by Coral Cove Park, on the east by the Atlantic Ocean, on the south by undeveloped lands owned by the State of Florida Trustees of the Internal Improvement Trust Fund (TIITF) and on the west by the Intracoastal Waterway. The project site is located within the Intracoastal basin of the South Florida Water Management District / Florida Department of Environmental Protection. FEMA Flood Data The western portion of the project site behind the dune line is located within flood zone AE, elevation 7.0' NAVD based upon the Letter of Map Revision (LOMR) effective July 2, 2018 for the FEMA Flood Insurance Rate Map (FIRM) panel number 12099COI79F, effective October 15, 2017. Existing Conditions The site is currently developed and in use as a residential multi -family development on the south side and a single building (church parcel) on the north side. There are minimal stormwater management facilities located onsite consisting of a drainage system within the pool area of the multi -family development. Currently, stormwater runoff generated onsite sheet flows directly offsite primarily to the west to Beach Road, as well as to Coral Cove Park (north), the Atlantic Ocean (east) and the undeveloped parcel (south). Beach Road does not have a formal stormwater conveyance or stormwater management system. Stormwater runoff from Beach Road sheet flows off the roadway onto the adjacent properties. There is a culvert system along the east side of Beach Road along the project frontage and this system allows surface water runoff north of the project site along Beach Road and stormwater Page 382 of 485 Agenda Item #13. KEIS IAVAM ASSQTEs runoff from this site to discharge south into the undeveloped state-owned land south of the project site. There are no existing water quality treatment facilities located on-site. Proposed Improvements The proposed project consists of the redevelopment of the site for a multi -story condominium. The finished floor elevation will be raised to meet the current building department finished floor elevations associated with current FEMA elevation (listed above). The proposed minimum finished floor elevation is 1.5' above the FEMA elevation or elevation 8.50' NAVD. The proposed stormwater management system will be constructed to meet the standards of the South Florida Water Management District. Stormwater runoff will be reduced from the pre - development conditions. Water quality treatment facilities will be designed to treat stormwater runoff prior to discharge by way of depressed swale areas and 100 linear feet of proposed exfiltration trench (please see exfiltration trench calculations on the next page). Legal positive outfall will occur west onto Beach Road and ultimately, to the undeveloped property to the south via bubble up structures or a hard pipe connection to the drainage system on Beach Road. It should be noted that the Village of Tequesta typically requires new development and redevelopment to retain 95% of the runoff from a 25 year — 1 day storm event. Due to the geographic location of the project site being located on the Barrier Island and elevated significantly higher than the adjacent properties, this regulation should not apply to this site as there will be no adverse impacts to any Village stormwater management system or any off-site properties. The proposed stormwater management system will be an overall improvement to water quality treatment and stormwater runoff from this site. Preliminary Surface Water Management System Calculations The drainage area associated with the redevelopment of the site is 1.32 acres which is the area east of Beach Road and west of the dune line and drainage boundary. The existing site is currently developed with 0.96 acres of impervious area generating 1.23 acre-feet of runoff during the 25 year — 72 hour design event (13.5 inches of rainfall). The proposed site plan contains 1.02 acre of impervious area that would generate 1.26 acre-feet of runoff during the 25 year — 72 hour storm event. The proposed drainage system will be designed to provide 0.21 acre-feet of water quality 7 Page 383 of 485 Agenda Item #13. V� 1 KESHAVARZ .�,. ASSOMM treatment which will be retained within a proposed exfiltration trench system. Therefore, there will be an overall reduction in runoff generated from the 25 year — 72 hour design event. Existing Site Runoff (ac -ft) 1.23 Proposed Site Runoff (ac -ft) 1.26 Proposed Water Quality Treatment (ac -ft) 0.21 (see calculations below) Net Runoff (ac -ft) (-) 0.18 Based on the 1.32 ac site drainage area west of the dune line and the 1.02 acre of impervious area, the�silb:mpervious. Water quality treatments will be provided based on 2.5 times percej� ��e ' S� 0.77 which equals 1.92 inches over 1.32 acres or 2.53 ac -inches or 0.2 LaWl�et4944 1Vra k 11aas P.E. hla License No. 34944) G . STATE bF i ••'c�0R10�;.• 'Z�Jur � Keshavva � i�A ooMW]nc. Certificate of Authorization No. 4897 Page 384 of 485 gel 1 of 4 Issue Date February 15, 2018 Effective Date: July 2, 2018 Case No.: 18-04-1101 P LOMR-APP Federal Emergency Management Agency ° Washington, D.C. 20472 SFCv�- LETTER OF MAP REVISION DETERMINATION DOCUMENT COMMUNITY AND REVISION INFORMATION PROJECT DESCRIPTION BASIS OF REQUEST Village of Tequesta NO PROJECT COASTAL ANALYSIS Palm Beach County UPDATED TOPOGRAPHIC DATA Florida COMMUNITY COMMUNITY NO.: 120228 IDENTIFIER Blowing Rock Condo LOMR APPROXIMATE LATITUDE AND LONGITUDE: 26.958, -80.077 SOURCE: Precision Mapping Streets DATUM: NAD 83 ANNOTATED MAPPING ENCLOSURE ANNOTATED STUDY ENCLOSURES TYPE: FIRM" NO.: 12099CO179F DATE: October 5, 2017 NO REVISION TO THE FLOOD INSURANCE STUDY REPORT Enclosures reflect changes to flooding sources affected by this revision. FIRM - Flood Insurance Rate Map FLOODING SOURCE AND REVISED REACH Atlantic Ocean - an area centered approximately 2,270 feet north of the intersection of U.S. Highway 1 and Waterway Road SUMMARY OF REVISIONS Flooding Source Effective Flooding Revised Flooding Increases Decreases Atlantic Ocean Zone VE Zone AE NONE YES BFEs' BFEs YES YES Zone X (unshaded) Zone AE YES NONE No BFEs BFEs YES YES " BFEs - Base Flood Elevations DETERMINATION This document provides the determination from the Department of Homeland Security's Federal Emergency Management Agency (FEMA) regarding a request for a Letter of Map Revision (LOMR) for the area described above. Using the information submitted, we have determined that a revision to the flood hazards depicted in the National Flood Insurance Program (NFIP) map is warranted. This document revises the effective NFIP map, as indicated in the attached documentation. Please use the enclosed annotated map panels revised by this LOMR for floodplain management purposes and for all flood insurance policies and renewals in your community. This determination is based on the flood data presently available. The enclosed documents provide additional information regarding this determination. If you have any questions about this document, please contact the FEMA Map Information eXchange toll free at 1-877-336-2627 (1 -877 -FEMA MAP) or by letter addressed to the LOMC Clearinghouse, 3601 Eisenhower Avenue Suite 500, Alexandria, VA 22304-6426. Additional Information about the NFIP is available on our website at http://www.fema.gov/national-flood-insurance-program. Patrick'Rick' F. Sacbibit, P.E., Branch Chief Engineering Services Branch Federal Insurance and Mitigation Administration 18-04-1101 P Page 385�f p4� ge 2 of 4 Issue Date February 15, 2018 Effective Date: July 2, 2018 Case No.: 18-04-1101 P LOMR-APP o�Pi R�Fa j Federal Emergency Management Agency Washington, D.C. 20472 , tNu SEL LETTER OF MAP REVISION DETERMINATION DOCUMENT (CONTINUED) COMMUNITY INFORMATION APPLICABLE NFIP REGULATIONS/COMMUNITY OBLIGATION We have made this determination pursuant to Section 206 of the Flood Disaster Protection Act of 1973 (P.L. 93-234) and in accordance with the National Flood Insurance Act of 1968, as amended (Title XIII of the Housing and Urban Development Act of 1968, P.L. 90-448), 42 U.S.C. 40014128, and 44 CFR Part 65. Pursuant to Section 1361 of the National Flood Insurance Act of 1968, as amended, communities participating in the NFIP are required to adopt and enforce floodplain management regulations that meet or exceed NFIP criteria. These criteria, including adoption of the FIS report and FIRM, and the modifications made by this LOMR, are the minimum requirements for continued NFIP participation and do not supersede more stringent State/Commonwealth or local requirements to which the regulations apply. COMMUNITY REMINDERS We based this determination on the 1 -percent -annual -chance stillwater elevations computed in the FIS for your community. A comprehensive restudy of your community's flood hazards could establish greater flood hazards in this area. Your community must regulate all proposed floodplain development and ensure that permits required by Federal and/or State/Commonwealth law have been obtained. State/Commonwealth or community officials, based on knowledge of local conditions and in the interest of safety, may set higher standards for construction or may limit development in floodplain areas. If your State/Commonwealth or community has adopted more restrictive or comprehensive floodplain management criteria, those criteria take precedence over the minimum NFIP requirements. We will not print and distribute this LOMR to primary users, such as local insurance agents or mortgage lenders; instead, the community will serve as a repository for the new data. We encourage you to disseminate the information in this LOMR by preparing a news release for publication in your community's newspaper that describes the revision and explains how your community will provide the data and help interpret the NFIP maps. In that way, interested persons, such as property owners, insurance agents, and mortgage lenders, can benefit from the information. We have designated a Consultation Coordination Officer (CCO) to assist your community. The CCO will be the primary liaison between your community and FEMA. For information regarding your CCO, please contact: Mr. Jesse Munoz Director, Mitigation Division Federal Emergency Management Agency, Region IV Koger Center - Rutgers Building, 3003 Chamblee Tucker Road Atlanta, GA 30341 (770)-220-5406 This determination is based on the flood data presently available. The enclosed documents provide additional information regarding this determination. If you have any questions about this document, please contact the FEMA Map Information eXchange toll free at 1-877-336-2627 (1 -877 -FEMA MAP) or by letter addressed to the LOMC Clearinghouse, 3601 Eisenhower Avenue Suite 500, Alexandria, VA 22304-6426. Additional Information about the NFIP is available on our website at hftp://www.fema.gov/national-flood-insurance-program. Patrick 'Rick' F. Sacbibit, P.E., Branch Chief Engineering Services Branch Federal Insurance and Mitigation Administration 18-04-1101 P Page 386�f �#� 1"1 ge3 of 4 Issue Date February 15, 2018 Effective Date: July 2, 2018 Case No.: 18-04-1101 P LOMR-APP o4c�rjfrti j Federal Emergency Management Agency ^ R, Washington, D.C. 20472 �7ANo SFLv LETTER OF MAP REVISION DETERMINATION DOCUMENT (CONTINUED) STATUS OF THE COMMUNITY NFIP MAPS We will not physically revise and republish the FIRM for your community to reflect the modifications made by this LOMR at this time. When changes to the previously cited FIRM panel warrant physical revision and republication in the future, we will incorporate the modifications made by this LOMB at that time. This determination is based on the flood data presently available. The enclosed documents provide additional information regarding this determination. If you have any questions about this document, please contact the FEMA Map Information eXchange toll free at 1-877-336-2627 (1-877-FEMA MAP) or by letter addressed to the LOMC Clearinghouse, 3601 Eisenhower Avenue Suite 500, Alexandria, VA 22304-6426. Additional Information about the NFIP is available on our website at http://www.fema.gov/national-flood-insurance-program. Patrick'Rick' F. Sacbibit, P.E., Branch Chief Engineering Services Branch Federal Insurance and Mitigation Administration 18-04-1101 P Page 387 p4� ge 4 of 4 Issue Date .February 15, 2018 Effective Date: July 2, 2018 Case No.: 18-04-1101 P LOMB-APP 'VV 11, TAI 'v jUk",.F Federal Emergency Management Agency �Washington, D.C. 20472 LETTER OF MAP REVISION DETERMINATION DOCUMENT (CONTINUED) PUBLIC NOTIFICATION OF REVISION A notice of changes will be published in the Federal Register. This information also will be published in your local newspaper on or about the dates listed below, and through FEMA's Flood Hazard Mapping website at https://www.floodmaps.fema.gov/fhm/bfe—status/bfe—ma'm.asp LOCAL NEWSPAPER Name: Palm Beach Post Dates: February 23, 2018 and March 2, 2018 Within 90 days of the second publication in the local newspaper, any interested party may request that we reconsider this determination. Any request for reconsideration must be based on scientific or technical data. Therefore, this letter will be effective only after the 90-day appeal period has elapsed and we have resolved any appeals that we receive during this appeal period. Until this LOMR is effective, the revised flood hazard determination presented in this LOMR may be changed. This determination is based on the flood data presently available. The enclosed documents provide additional information regarding this determination. If you have any questions about this document, please contact the FEMA Map Information eXchange toll free at 1-877-336-2627 (1-877-FEMA MAP) or by letter addressed to the LOMC Clearinghouse, 3601 Eisenhower Avenue Suite 500, Alexandria, VA 22304-6426. Additional Information about the NFIP is available on our website at hftp://www.fema.gov/national-flood-insuranGe-program. Patrick'Rick' F. Sacbibit, P.E., Branch Chief Engineering Services Branch Federal Insurance and Mitigation Administration 18-04-1101 P Page 388�f a4� i %AA,RBOR `a i RD S- F' r I ASTAL Village of Tequesta ti 120228 ... j INTRACOASTA"CIR WATERWAY• RD I WA.uts TEM DI Oo rD �P CO ZONE AE~ (EL 4) ( , _ ZONE VE (EL 10) r ZONE AE ANI I (EL 5) REVISED AREA ZONE AE ml (EL 7) k \ZONE VI (EL 12) ZONE VE (EL 10) 29 D (Q cD CL :v cc WlthOUt BMS Flood Elevation (BFE) ane A,V, A99 W With BFE or Depth , SPECIAL FLOOD RegulatoryFloodway HAZARD AREAS 0.2% Annual Chance Flood Hazard, Areas of 1% annual chance flood with average depth less than one foot orwith drainage areas of less than one square mile Future Conditions 1% Annual Chance Flood Hazard OTHER AREAS OF Area with Reduced Flood Risk due to Levee ROOD HAZARD ® See Notes. NOTE: BASEMAP IMAGERY WAS SCALE OBTAINED FROM NAIP IN 2016. Map Prolecaon: 1 NAD 1983 HARN State Plane Flo nda East FIPS 0901 Feet: N1 Western Hemisphere: Vertical Datum: NAVD 88 Inch -500 feet 1:6,000 0 250 500 1,000 Feet Meters 0 75 150 300 E NATIONAL FLOOD INSURANCE PRC L p PALM BEACH COUNTY, FLORIDA W Q_ and Incorporated Areas w c PANEL 1790F 1200 G COMMUNITY NUMBER PANEL SUFFIX JUPITER INLET COLONY, 125120 0179 F TOWN OF JUPITER, TOWN OF 125119 0179 F PALM BEACH COUNTY 120192 0179 F TEQUESTA, VILLAGE OF 120228 0179 F O cc REVISED TO z REFLECT LOMR EFFECTIVE: July 2, 2015 VERSION NUMBER 2.1.3.0 MAP NUMBER 12099CO179F EFFECTIVE DATE OCTOBER 5,20V �g�i�cla Item #13. • • • • • • • • • • • • • • • • • • • • Transportation Consultants 2005 Vista Parkway, Suite 111 West Palm Beach, FL 33411-6700 (561) 296-9698 Fax (561) 684-6336 July 3, 2019 Certificate of Authorization Number: 7989 Revised July 30, 2019 Mr. Phil Perko Turnberry Beach Road, LLC 19950 W. Country Club Drive, 10`h Floor Aventura, Florida 33180 Re: Sea Glass - #PTC17-068 Queuing Analysis Dear Mr. Perko: The purpose of this letter is to provide a queuing analysis for the proposed entrance gate at the above referenced condominium project. The site is located on the east side of State Road 707 (Beach Road) in the Village of Tequesta. It is proposed to develop 21 residential condominiums. The proposed project will have one gated driveway on SR 707 for use by the residents and their guests. A second driveway (with unrestricted access) is provided as a service entrance. The proposed unmanned gated entrance has two ingress lanes and one egress lane. Residents will use a device to gain automatic entrance to the sliding gate. Visitors will be required to stop and utilize a call box to gain entry. The right ingress lane, for visitors only, provides 48 feet of storage from the call box to the edge of travel lane of State Road 707. The left ingress lane, for residents only, provides 82 feet of storage to the gate. Studies have been undertaken by the Institute of Transportation Engineers (ITE) relating to queuing. A recent 2017 study conducted by RK Engineering Group observed residential gates at several locations. Visitor and resident traffic splits were determined as well as the service rate for different types of gates. This information was applied to the proposed site to determine the projected queues at the entrance gate. The trip generation for the proposed project is provided on Attachment 1. The critical PM peak hour inbound trips were evaluated in the queuing analysis for both ingress lanes. Attachment 2 provides the queuing analysis for this site. As shown on this attachment, the maximum queue projected for both ingress lanes is one vehicle or 25 feet. The proposed storage provided for both ingress lanes will accommodate the projected queues generated by the proposed development. Please contact me at Iriccardi .pindertroutman.com if you have any questions or need any additional information. RIG Project Manager Attachments 011 Ir f ; No 45359 ••: e- 9 •:• STATE OF Q 0N Al. &0% . Linda Riccardi Digitally signed by Linda Riccardi Date: 2019.07.30 15:33:43 -04'00' This item has been electronically signed and sealed by Linda Riccardi, P.E. on 7/30/19 using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on anv electronic conies. LelterPerkoQueuingAnalysis 17-068 7-30- lPinder Troutman Consulting, Inc. Page 390 of 485 Attachment 1 Sea Glass Peak Hour Trip Generation Proposed AM Peak 713012019 Tripgen 17-068 7-30-19 CL iD ITE Time Total Trips Pass -by New Trips Land Use Code Period Intensity Trip Generation Rate (1) In I Out I Total Trips (1) In I Out I Total 'r- 1 1 Multifamily Mid -Wise Housing 3-10 Story 221 Weekday 21 DU 0.36 /DU (26/74) 2 1 61 81 - 09/6 26 Proposed PM Peak ITE Land Use Code Time Total Trips I Pass -by New Trips Period Intensity Trip Generation Rate (1) In Out Total I Trips (1) In I Out I Total Multifamily Mid -Rise Housing 3-10 Story 221 Wee ay 21 DU 0.44 / DU (61/39) 5 4 91 - 1 0% 5 1 41 9 Proposed Saturday - Peak Hour of Generator ITE Time Total Trips I Pass -by New Trips Land Use Code Period (2) Intensity Trip Generation Rate (1) In I out I Total I Trips (1) In Out I Total Multifamily Mid -Rise Housing 3-10 Story 221 Saturday 21 DU 0.44 /DU (49/51) 4 J 51 9 1 1 0% 4 5 9 Proposed Sunday - Peak Hour of Generator ITE Time Total Trips Pass -by New Trips _ Land use Code Time (2) Intensity Trip Generation Rate (1) In I Out I Total Trips (1) In I _Out 1 Total S 4 1 0% 51 3 1 Multifamily Mid -Rise Housing 3-10 Story 221 Sunda 21 DU 0.39 /DU (62/38) 51 31 81 8 (1) Source: Palm Beach County and ITE Trip Generation 10th Edition. (2) Use trip generation rate with caution as project intensity does not fail within sample range. (D W 0. .la 00 Cil Agenda Item #13. Attachment 2 Sea Glass Entrance Gate Queuing Analysis 7/30/2019 Queuing Analysis 17-068 7-30-19 QUEUING ANALYSIS Residents Visitors PM Peak Hour Inbound Traffic - Demand Rate (q) 4 vph (80%)' 1 vph (20%)' Service Rate (Q) per lane 210 vph' 115 vph' Number of Storage Lanes (N) 1 Lane 1 Lane Probability that Maximum Queue will not be Exceeded (P) 0.05 (95%) 0.05 (95%) Utilization Factor ( /N*Q) () 0.02 0.01 Qm Value (from Table 8-11)2 0.02 0.01 Number of Vehicles Being Served (N) 1 Vehicle 1 Vehicle Number of Vehicles in Queue (M)2 0 Vehicles 0 Vehicles Total Number of Vehicles (N+M) 1 Vehicle 1 Vehicle Use 1 Vehicle 1 Vehicle STORAGE REQUIRED Length of Queue 25 Feet 25 Feet STORAGE PROVIDED 3 82 Feet 48 Feet ' Source: RK Engineering Group, Residential Electronic Gate Service Rate Study, June 2017. 2 M = f [Ln(P)-Ln(Qm)]/Ln(p)} - 1.0. Source: ITE Transportation and Land Development, 1 st Edition, 1988. 3 Storage for resident lane measured to gate. Storage for visitor lane measured to call box. Page 392 of 485 \ \ ` iP'OroR GUMFwc SLanON \ \ 1 \, EX. fi' PVC EM .., �LwAg•.,� .�srua our 1 \ ,..� - \ 90NNECRON ( q \ Y' 3.. m " vul n t \\ PROP. REfNNING WPll (BY MM)Ia..a \\ s ' _ o�m gW x 1 \ P \4 \ W$\ to ' Q j em � + e 1\ � - _ • 1 ) ' � � �.§ 3 I _Ir. CONNECTION \ 1 -..- ,ad J 1` � OPAMM£ d 1' LO DONEO ,t -R PROPPBPWIDE ', \ \ Rloexux/P rx \ �'� \ \ d' ( \\ I • y \� • +°,o 1 I 1 I� 1 l - , a ZZZc' SUDINO SECU GALE e 1 1 O( n PROPOSED CONDOMINIUMo LOWER LEVEL F.F. ELEV.=8.5'NAV.D. 1 - v' - _) \ 1 < PROP e• wM \ '°\• W� , �" \ '\ 1 PRnP. urRnr Ea6EMon 1, - I d z FDc.°� PdRJP. e• wArEx uw prPl d ' d .' , °,s ' \ \\ \ :,11\ t ` rer oriclrsJ ' tc d Wil+ PROP. ID PRa FDC � UNE' (PR. z wtRlw �ovdu 5 `, \ . � - \ a1 i` �. � r°� L� vv (� _ �sa 1 r °° 'a ro rtaoR Owns `� a °"y 1 1� • I _.J q v rB,oxms) �= BUIUIING OVFAIVNG 1\ �� ( I I .'.L7F NQS PROP MR /�L� _A* e r vz EASEMENT \ \\ \ �? \ O b 177 4 LID �:'1 \1 . 5] PROP. TPRB JI \ J • 1 n , \ o curlE F CUErt (z') 11 II X71 __. _ +11 a' •' . JF / PROP. "RETA4LND WALL (Br On1ER6) " 'uJP° , . P > d cv a axrD• RmucER 1 AT mg pR: Y iOR FUNRE b PRPP CV h 1 1 U A Q 11 \`\ P \ CONNECRON I�fi\ \ r)9 `\ \ PROP. STORM FlRE Hp)pyyr (iyp) Ig2 9� WI?N�P. ✓nurr 12s,'i.� 1„� I� a' s ° i\\P\ i q 9` vi\oRf, LUA'NECIED SrORM PROP. FlRE N Im IES &l4N CONIROI GRAPHIC SCALE l 9 J ' �� •3$` ; ` (DELVL B¢oW) 1' Y� 1'€� 10 30 0 5 �'��le"�. =s ��� \°• R(oREMMNi \\ \ i4 *"�`� � Ib� 1?a A REQ\ tw r° D ^ °.1 \ N�\ �\ \ (XO RE—)IV 11/ LOCATION MAP 4.,6. >a Www: PROPOSED STORM BASIN AND CONTROL STRUCTURE DETAL LEGEND z o� = PROPOSED WM GATE VALVE [0091\ = PROPOSED GRADE I = PROPOSED FIRE HYDRANT = PROPOSED FM GATE VALVE - - - = PROPOSED GROUND CONTOUR LINE Q q Gg a�B — - PROPOSED OVERLAND FLOW PATTERN ®� = PROPOSED STORM CATCH BASIN - - = PROPERTY LINE AND R/W UNE 0 0 kTJ ® =PROPOSED STORM CURB INLET - :m = EX. WATER MAIN ® = PROPOSED SANITARY MANHOLE -- - = EX. SEWER FORCE MAIN - = PROPOSED WATER METER - - :_ = EX. STORM DRAINAGE R� PRW ER Ne. vERncAL DATAMrl” S THE LAW! °Ax 17-1179 S ALL AMNS SHOWN ASEINmu Nok1 AMERICAN VEA'nCN, Mark WWia sNEEr No. nwTUN of 1889 RIAV[16d) SUNSHINE 811 P. 34944 C-01 PFR slmvEr eY o'Ltgrts Aug 22.201 9 D g 3 \ SURVEY R_ARINC flASf\ � auwu,wmoa,m.a®,.,m..a Na9^••"• r'F .� S i, � t_. -.. 40F __O O TLAN � S A TIC 4� 1 OCEANa Q = - a wd 1 O L Mix,- 4 w W H 0 4 „s o 1 o � xP xx 1 o d � ✓ h— ! `ice- � INTRACOASTAL.- WATERWAY ----__ p •.oeeavr,.,xe S09-AI'47-W40468' SITE PLAN SITE DATA VVV anRAas�xv®. nuvain">a"� .� LZ� WASTE MANAGEMENT wv 7-2119 g "•'� 1'. Ta' . a A-1 EXLSfING LAND USE MEDIUM DHNSTfY RHSIDENTIAI. EXISTING ZONING R-3 MULTIFAMILY RESIDBNTIAI. NIMH (9) STORY RESIDBNCIAL CONDOMBVlUM TOTAL ENCLOSED AREA 131,391 SF 1YYfAL SITE AREA 77,366 SF (1.77 ACRES) ALLOWABLE DENSITY 21 UNITS (12 UNl'fS/ PROPOSED DENSITY 21 UNITS (12 UNITS/ACRE) MAXIMUM BUILDING HEIGHT 101'-0" ABOVE TOP OF DUNE PROPOSED BUILDI11 1 IL NG HEIGHT ]Ol'-0" ABOVE TOP OF DUNE ALLOWABLE LOT COVERAGE 27,078 SP (35%) PROPOSED LOT COVERAGE 26,045 SP (33.6%) OPEN SPACE REQUIRED 30%MB�iA4lJM OPEN SPACE PROVIDED 31,769 SF (41%) PARKING REQUIRHD 42 SPACES (2 SPACES/UISTI) PARKING PROVIDHD 48 SPACES (4 EXTERIOR/44 GARAGE) SETBACKS SEE SITE PLAN &.SIDE SETBACK DIAGRAM El El 0 LCrr AREA = 77,366 SF LOT COVERAGE MAX. ALLOWABLE LOT COVERAGE= 35% (27.08 SF) PROPOSED LOT COVERAGE 26.045 SP (33.6%)1LL- ----------- ❑�4 rn or Iqp IFJ El ...._r.,.. SIDE SETBACK DIAGRAM Un AREA =n.366 SF NUNUAUMLANDSS CAPED OPEN PACE 30% OPEN SPACE PROPOSED OPEN SPACE 31,769 SF (41%) —W 3 -� "•xmcw,��o�,w.mwew.nawm.ww...,roaw.mwuuv `., Wim+ wmwnmr.u,a.oaw®.svwam®sm � Q Q P�'� Paovextr clNe . Q . b b __ . BEACH 8 a 11t11�1�p1 e7l Co G � O 1 , p , ti b _ C1 ` 1 A y 0 Q m PxaPeR,r LINE GROUND FLOOR LEVEL 1 PLAN E{� NO&TH ENCLOSED BUILDING AREA = 23,247 SF --- _ - - - _- - - COVERED BUILDING AREA = 25,325 SF ENCLOSED CABANA AREA = 720 SF /Z3 19 •�^� Inc=ra• s , A-2 D v/ W PAOPeerr �[xA � ,` �� V/! a O x U -IImII i. OCEAN EACH 8 , B \ m--------------1 u $ ----- l 39w ----------- LJ SF \ , u I I , I e ®� QQQQQQQ�p� � I ,. If3Ll � � ------- B _' y M ', \ ,• ____ _ 3950 SF SF 3.aaou. n \ i P r -.— 00 0 7 � o o oU LEVEL 2 FLOOR PLAN ENCLOSED AREA = 13,762 SF - — - - --_ - COVERED AREA = 15,509 SF ]-YLt9 m A-3 >.os.,9 LINK - ,• — - -- - - r x -ice,- ---------OCTAN= f� EACH pcy BEAC� S A i 3800 SF -- --- B J. 13 ,i -L] 5335 SF 3�sF qM � o o _ y= 1 .a°9r.rr LIe — — LEVELS 3-7 FLOOR PLANaaTM ENCLOSED AREA =14.037 SF - COVERED AREA = 16.574 SF 7.Z 19 rnt UI6`+l'-0' A-4 PROPERTY —E con - , 9 -- °x o 1 11 --_ ---. __- _- .___ - .. - .... ....- __ ___ - BEACH °� {{LS17 • _ ', OCEAN a E. Cx W S ppb, (� 5130S ppppppp -- l o ij� ' ZZ LI ® a lmoss 5335 SP 6 0 -. ' -. - ___ -- - WOE 'a 94 O y LEVEL 8 FLOOR PLAN NORM ENCLOSED AREA = 11.447 SF COVERED AREA =13561 SF 7-- 19 wow s a A-5 s D 3 3 Q eaoeaary ues �� '•, I OCEM C HAIIH _. 4 . _• 51509P ' El o QQQQQQQQ a lttosx. 7 n1 pq 0 0 _—=— ------------------- LEVEL 9 FLOOR PLAN ENCLOSED AREA = 11,447 SF - -- COVERED AREA = 13,561 SF 016^=1'-0• s — A-6 3 S ea OPE.TY LINE _._ ;a_ '� (I IIIIInIIfIIIIIII - TiTilul o OCEAN BEACH W � _• t I F -I I R I T .c� U -,P Li • , t o' • - -____ -., __._ _ PROPERTY ESNe ROOF PLAN r+oxrx ENCLOSED AREA = 1,306 SF 7- 1 9 A-7 PROPERTY LINE s' SMIMA SLOPE DOm 1aw> m Ga E \ o • I ACCESSORY STRUCI'URH SETBACK ___________________ PRIVATE 1 I 1 I1 2-CARARAOH j �i \'\ \ �` I Pppy pgpl 20' X 20 8 TYP. - j I t sP0RA08 0 PROPOSED TOWER 10, I i PROFILE ABOVE / Typ1CAy • '1 ; \ I <— 26'WIDE DRIVE AISLE III — J 9'-0" 12'-0" 5'-0" \ 1 \1 ----- ------- ---- ----- y ' ---------- PPIMAIL I o' 11 12 13 I I I t4 I 15 i 11 sr. l 1 , � 1 _.. ..j I _ -- 21 j 1 •1 1 -- 1 1 3� _-� - ce/ Lill _1 26' WIDE DRIVE AISLE ; I 11 ransEMx 1 L� 13'-9^ x la 17 i 1 '0.5TORH I RECEPIIfON \ Il RY LOH14Y Ir i j PEle coxraol. ;. ' � 1 AC LOC .p 3axza I ./ ABOVE (20'CLEAA 111'.) \ 11 20'WIDE DRIVE AISLE J -- - - - -7 1- ----- '� , 10' ACCESSORY'ISTRUCTURE SETBACK N o c PROPERTY LINE LEVEL 1 FLOOR PLAN w -I I A-8 I L ---------� I 1 1 1 1 �------------ LEVEL 2 FLOOR PLAN NORTH NORTH-EAST RESIDENCE 3 BR / 35 BATH + DEN / FAMILY RM 3950 SF SOUTH-EAST RESIDENCE 3BR/3.5 BATH +DEN / FAMILY RM 3950 SF I A-9 I n fly I fiMasi U7 n U U C•U °' 13S n Ifro■ ■ ■II _I _ _ IIIIIIIII Illflllllllll!U ICI ICI, � LEVELS 3-7 FLOOR PLAN CD NORTH ------------- �° NORTH a RESIDENCE d a'— 4BR/5.5 BATH +DEN W y 3 +PAME.Y RM. i'. �nllw ❑ 5150 SF W g a l n3�R�mf Maar o _ x,11 1 P,EI I I �' I IaG r 1 ci L I ST.1 m9C l' _ J ® O 2 EJ AD- 0W III . itlY� i w,'=v /� -- 1�e82 PoYR � qli L J O 9 C7 nMww° ® 0 d ax xoU s r 1 21•' SOUTH $ ®O RESIDENCE ® 8" 4BR(55BATH+FAMB.Y5&Ox elma=orocs O +FORMAL DINING 5335 SF ❑® LEVEL 8 LOWER PH FLOOR PLAN NORTH ]-1i39 m A-11 ST.I LEVEL 9 UPPER PH FLOOR PLAN �Yn Em T NORTH NORTH RESIDENCE 4 BR / 5.5 BATH +DEN +FAMILY RM. 5150 SF SOUTH RESIDENCE 4 BR / 55 BATH+ FAMILY RM. +FORMAL DINING 5335 SF A-12 8' SCREEN WALL. ga '. PRIVATE ROOF TERRACE AC COMPRESSORS PENTHOUSE C - LEVEL 8 TERRACEil ~~ RooP I BELOW P.R.I F'PSTIBUI� `\ 1 ST.I SIL - T � <Co �P.&2 ,nb AC COMPRESSORS PRIVATE ROOF TERRACEy Q i PENTHOUSE D 9: \ 8' SCREEN WALL II ROOF FLOOR PLAN E 13319 s A-13 SBep BO/�d I s � ROBERT M. SWEDROE J� SEA GLASS a � ARCFMCTS PLANNERS 1500 BEACH ROAD ms, TEQUESTA, FLORIDA I II II I I I c _ _ - MA_Gr.L.�E OgQ90 wll� a�t,..� GH RSA �e SCALE: V = 30' SHEETINDEX LH -1 OVERALL LOCATION PLAN LH -2 HARDSCAPE PLAN LH -3 HARDSCAPE DETAILS AND ELEVATIONS TD -1 TREE DISPOSITION PLAN LP -1 PLANTING PLAN LP -2 PLANT LIST AND SPECIFICATIONS REVI 100 -.1' NOTE - -5T 50F OF BEACH ROAD TO 6_ DEVELOPED AT A -ATER DATE. NOT PART Or TH15 5ZB 115510N � O O s C) a 0 $� c I v1 r$ i a LA. J.G. 625.19 LH -1 I I I I I I oac I�eFnrla+vEw II LOCA I I - � t �e�'iwr� s L --h BEACN I ° I 01' CP F �- n��Dl AIHIx° WALL — b..rISC 1=:--Iyam - B �wA_e_-Ie—�---- PROPOSED VE 10 ° _,T T.1 erhna aAlLln° I I / f AETINO — / PBTAININO WALL As° RA LIN„ —I— F-1 J BD APOSi -7 � eNEIAWLBE, I` 9y — — MATGHLINE °LABB w,ILlni– ABANA° NH e T AEDN9T B„B,�,-E _ BILE sBrr�NT�� –�-„ i I r� a lip I ENE I I I I I I NOTE -WEST SIDE OF BEACH ROAD TO BE DEVELOPED ATA LATER DATE. NOT PART OF THIS 5U8MISSION .nnnova m�mw.ivt SCALE: ]fl V - P.0" NAIeDB�ArE NATEa,� O I RDADwA, rFLA . BEAN �DBN RUBBLEAFSE FLA05roI.�E PAVERPAVERS A9S OaTA R A ftE NFOR�[n coNGRETE SLAB. O rAa L� rAa� RAVER I— P M B� N GDUM DNA mE e rA E� oRrAa BET O ER A Gou�R[,E SLAB. ® E PA r p F E o 14=A:EAN � A NE NrOwGED GOENG�wE6 SLAH�S t"ID:tTA2 SET OVCR A �rDN,� �D�«EBE RAVER r � _ rAL.I BBA�N cDRAL wsBLeo �aEl� Tole rAVEIz BAVEIes ARe roRT m corer�Te sLne. ®0�x %'PORGELnN RLE Fp �EOJ¢R �STI¢�ILTIMK O POq. TH9RAGE PAVER F ELD rALn BEAGN L0.ATY �LE� LAss N� rAVERz. sA'm sEr ovea A cal eo� w�L�E FLaeslHs vl Averawl�TN JOINTS, SAND SET OVER A coh0'AL.TEo SUB BASE. NERnGAL rILNETi) • — ——MAT�HL�NE — — 20 P� veneN._ I NTRAGOASTAL WATERWAY ! Qi Berth nceBss Neixrur xu.rnreu [.muxc[ cnie tlR rv[LL15 REVIBIONE: 9'I21.19 0l.OT.19 09.21.19 PC Lon oo W F cn 8 O d� a :ii,T U1 Q J.G. 6.25.19 _ LH -2 - �.—• WAIN ❑ r- I_J_ I I c • � I I J ;� i o — � IT WALL �n I` r�.r x ores wvTN �j—L� I '�1 —s•L,NDxAFE I _ •.o BwFen MATGHLINE I I NOTE -WEST SIDE OF BEACH ROAD TO BE DEVELOPED ATA LATER DATE. NOT PART OF THIS 5U8MISSION .nnnova m�mw.ivt SCALE: ]fl V - P.0" NAIeDB�ArE NATEa,� O I RDADwA, rFLA . BEAN �DBN RUBBLEAFSE FLA05roI.�E PAVERPAVERS A9S OaTA R A ftE NFOR�[n coNGRETE SLAB. O rAa L� rAa� RAVER I— P M B� N GDUM DNA mE e rA E� oRrAa BET O ER A Gou�R[,E SLAB. ® E PA r p F E o 14=A:EAN � A NE NrOwGED GOENG�wE6 SLAH�S t"ID:tTA2 SET OVCR A �rDN,� �D�«EBE RAVER r � _ rAL.I BBA�N cDRAL wsBLeo �aEl� Tole rAVEIz BAVEIes ARe roRT m corer�Te sLne. ®0�x %'PORGELnN RLE Fp �EOJ¢R �STI¢�ILTIMK O POq. TH9RAGE PAVER F ELD rALn BEAGN L0.ATY �LE� LAss N� rAVERz. sA'm sEr ovea A cal eo� w�L�E FLaeslHs vl Averawl�TN JOINTS, SAND SET OVER A coh0'AL.TEo SUB BASE. NERnGAL rILNETi) • — ——MAT�HL�NE — — 20 P� veneN._ I NTRAGOASTAL WATERWAY ! Qi Berth nceBss Neixrur xu.rnreu [.muxc[ cnie tlR rv[LL15 REVIBIONE: 9'I21.19 0l.OT.19 09.21.19 PC Lon oo W F cn 8 O d� a :ii,T U1 Q J.G. 6.25.19 _ LH -2 /a\ ENTRANGE GATE CHARACTER ELEVATION \i3� SCALE: 3nb••ra CONFEDERATE JASMINE VIDE ON Pp RTE COC RE WATER TALL DECORATIVE ROADWAY EDbE LIGI.T — TRELLIS FCATLRE —A— /s\ FORTE GOGHERE WATER FEATURE AND WATERWALL GHARAGTER ELEVATION Y 42' HT RAIL FENCE —+TO.W E1-.50 STUCCO FINISH 4 4.5 5EGTION THRU SOUTHWEST RETAINING WALL SLAIE: 3/b' -I'4' 4' HT PERIMETER 42- HT. RAIL FENCE POOL FENCE O W EL 6.0 -+TOI EL. 150 STUCCO FINISH STUCCO FINISH 40 SECTION THRU SOUTHEAST 5EGTION THRU NORTHWEST �2\ RETAINING WALL 3\ RETAINING WALL UH3 SCALE %AAE. 3/6'-1'-0' 5AMPLE OF MARBLE VENEER WITH LIGHT WOOD GRAIN TEXTURE 13HT. RAISED COPPER LETTER5 PINNED TO WALL - BACKLIT FOR �— ILLUMINATION ?eJa Glass PRrvKCG Ia;51DMCFS SIGN AREA DIMENSION 24.11 50. FT I 3" HT. RAISED COPPER LETTERS REOIIIRED SibN PINNED TO WALL FOUNDATION PLANTING �6\ ENTRANCE 5 105 ELEVATION IQ � I ,,.., RED PND WHITE MANs§pvE Mix ISURVEY BEARING BA>E�� I N89 1I 47••E 463.3`, •—I—e ,, li'll:: " BLP5EA6) peY4m 'EREEE \; a \`;.._.JL --j "jTr /. r 1 Al 6REEN&JTTONPoD 1 �1 I A, :,` �•' I �` �� ;s .;I I [n4� PALM a'. i As:• B y r •. k m J� P' EHELLROCK ` ,11 `n $HGIILDER \ I.. 'r, i, `e'1" \\ PAVEMENT FA RED AND WHITE MANGROVE Mix S5914 47"W "IS 7 SCALE: 1-=20' TREE DISPOSITION TABLE I, I �. a 2 ? \ 1 EE/kGR4PE I^�ITN S AT'IERHp _ &.AGK MANGROVErTREFS ,. vv 6, '.44.7 47 W h13„i4 j �' I. 11 tl0lB0 oTamtu/mr! � 1mOlrt nuMc �3 ] Abtl Imede b valm 0 AbY lalmeae/6bbale valm II . PFMDVm m'[.T. RFMwm 0 Ainl odmego/Cebbale PYm N'[.T. REMDVm ShxpvmemlCabw{evmm ]0'CT. R9.W�XEo 0 Abalmimego/tabbaEe PYm SGT. pNWINfD AWlealmmo/t]bhaW Palm aFMNIXm POOR/IN M.W. OIIIgemMrWtlm/BmnebmYlTne S 0.EMWlD ONESIDED hN mbneae/ObbaDe Palm m'CT. PEED AbY aLmaaD/pbW evabn mCT. RDMINED N0.0.W. m WaNa![onNmbuYo/YluMT4tPNaPEIm E'C.T. 0.EMAtNm ll AON mlmeem/abG Palm ]BC.T. -NED IN R.O.W. NemMbemaynm/MaApaaarOlNs ]0 -ED U Lbl pNmegP/CabbeR PYm IM [.T. RN.WVED AhIPYmaao/mbbap Palm L'C.T. REED POOR ]4 Cemrnmllen/OPm,IutPNm SCT. afbwum NRVm ]D ComenWEan/ComwtPYm 4'C.T. 0.fMNm OIRYm Camsm llen/Gmnm PYm ]5'CT. EE- NRVED, 16 Syry ummmiN/lamhdan Wum m MIMED ]9 rXmrNNemrmbllN)Nmfdk XNMPine m REMOVCD 14008 m omeM01)Qnsmlm Pdm 30'C.T, aEErovED $INGIE u Z;; mmHm/c,ngmm PYm qv LT. REM , 11DOObIt NOTES I. ANY EY,OTIG VE6ETATION TO BE REMOVED FROM WEFT PROPERTY 1. ALL NATIVE VEGETATION TO REMAIN ON PROI 3. VEGETATION TO EE REMOVED WITHIN FDOT ROA MEN PERMITTED HEW iilaii iiiiiii eel 23 TREE PROTECTION DETAIL nVI010N0: 003!.]9 �I �QQJ Q U y ail � F 1r 'T, y m y �8 A Pw,m LA. J.G. 6.25.19 1-20' STD -1 MATI HLINc � • Y LIJ1 -5A3PL pROUP1Ne � r 1 i �F_'MATGHLINE� � � I t 5EA GLASS LAND,20APE DATA SCALE: 1/16" =1•-0- ilff JA�19N SITE AREA 77366 S.F. fl.r0 AW illi PERIMETER 135439 LF OTAL GREEN S'AL[ 31,769.0 SF. (41%1 IMERIOR LANOSOPPf AREA 432] SF GRO'3 PARKING AFEn f6P,V 1956.7 SI. LQFy. LANp3OAPE REp11R84EN(8Q[ LI1 • PEROEMPbE OF LANDSLPFE lAVERAbf (IS% OF GPAI RESN- 2785 SF. Pf�vlD�q 4266 5F. • IN APE OPEN SPADE • 811LDIN6 —A— PLANTING (110 LTJ 90%MIII 4 }BELS AND 65 5HR1B9 41% 4 Z. AtID IBI 5 • PARKING }BEES RELtlIIRED 4 S TREE 5 7REE5 • RE[6PRE0 FERINETER LANDSOPPIN6 M }REFS AND 678 B1TJ55 50 TREE}?ALMS MD BOB �JRBS (see eectNm Fila+ fu COlu4atgn) •TOTAL RAM MATERIAL (garo —10 SFFL9S / GROUOLOVERS5-5s' 52 1RPE5 733 S I. 1REf5 / PIJ.M$ II499 SNIdAS / 289 GROUNDOOVERS . NATVE RPM MATERIAL fgam I—) TREES MIN. 50%1 26 iRCY /PALMS 367 91(918" 421RF8 / PALM5 1391 JiFL89 / SNWR$ / GRg1tAOO�ERS MIN. 50%1 1283 6PGtNq;OVERS rtEauIRED�P RIME*ER LANOSLA: iNb_(8Jp�$,j(Y./_IRE)_$Ni9) RE1&IRZ2 EL90yJ2W TOTAL TREES f I('A L F1 44 TRLE5 TOTAL MAK. PALMS PERMITTED MAX 50%OF REOWRED TREESI 22 PALMS 14 TREE5 14 PALMS (28%1 N(_PROPERtt L FC 46935' 191REEri IS TRPS NRBFR OF TREE$ 520 PR2E2t LIFE_ 40496' 81REf5 13 TREE} NF@LR Or 1REE5 EPSs FROFERtt LIN€ ]43.10' B7REF5 14 PALMS Nlf®ER of 1REE5 FE9 PROF —T L)IG._ 243.1& NIMEER q' TREES B —E5 B TREES NOTE - WEST SIDE OF BEAOH ROAD TO BE DEVELOPED AT A LATER DATE. NOT PART OF THIS SUBMI551ON HMRON6: Bf23.lf LL2ii! BNGUSYDLaRIET ) PMBPNMp YTI DIY. YNPpeWNwVmhVMDHhw[ MIN.M .tPYGp CIYNt)aL ':9A[816 R0.1pfla R' Y Capon[Nnermm 16 ':4T S SOI. Mn., Y6Wrtl nen Buttonwood cG• nm{PvdlPn m rs s• rcN. min..Y.nu»e B smglLwoml. cN u c«mnWYreN•ntrwN Bs'awape. PWl hea G[.ennarpepmroaalvgm V ll [°msnuUlen'Nuypan` B'-tYoitwatl FYIM1etl [urvetlr Tnluank Caranm DDlm CR' 1 tlWe 5petlmrn' 1trN' ]47D' e' PWlwnopy Spedmen PltNAWle AwMtrvnAs a• ■ cawlae. DWrn u '.av FB' 3'Ol. min., hllpwpy Seaprpe PD a PhoeNvtlecvyllMnTdeprol' wawamrorwp klwiledo.a. M1a Ned{wl MUPgm PU 1 DontlNrmuYlic 1Yaa. :.]T 3'dwaotl '0lwasmia SMew Pine BP• II SaYNglmeno 26BTe,a. SnYBP[rd{wPNrre Cabbrye palm fWlwnppV 1P• ss ilxlaxrttllaa ig, u'4u 51aRrcdpauan{ rhnamwanvalm sraes.cx«INDco�nP • 96 Conwumne.5enpws' 14A' '14A' 'Tot 9{ibn SYvarBuvbnwaatl ¢H• 661 Gugeµtnhn'M1atlp' m LT22' Ye.c. 3{allm mlNApple CUfl• 0 Qwlaryttlhnfietlp' <' 3432' r°.c. J{Mun NrBgpplp CDC al CaxaloGUARta'ShwN 162D' .1418' Yac 3YWIro Swpepa BNub H0.' MB NtllroMuadebY4 610' :1012' 1YD.c. '1{Nbn V �Sunllawer IAN" 7W 610• ]01Y ITp.c iWlmnt hah uNww NGD M NequmMedntlerNwwf 1&;0- :]bHP Yae 3{Mlro GwM9WeTgar scx m spnetnen.rminm. 14m' :feza• raa Bgwp adsylatlddefPrn TPP >o CaMM�d��lumlaltles 2N•Y orymnars TnIlb Qwem UNI• W UnlNopoNWbo 61P LT12' 12'aa {Ialpa soon uc a wroaalala 3• :2x30' )[plan swath Arron • mmampmtmertnnatrnronD[Lap NM mNOMVN/M1ryaroryA;tol3nM hoT mmnleamNl.naaw4nwhnM �YJ)115 ry halnt5alV2.YVtl,pen I, wIWWIp dllM1etlytmtl mac PbMY46eds.OUMlryingMasa lP6 Gemwla•L2paYtl.wrpgm.0uawhrMutlao W%Wen{e ry MuM-2'eptha'arkbrownhybtld"mWdrNgl MdrycandmneplalNn{b[4 gwntlrylnpudera L]%wenye ND1EI DumBtles tar plrran{ Yoll, drolnye Anel r[M (tNer labra[ fro Nod Nrohn nm IntludM. 0BIMUILN41B6 II sotl b be A 4amNrn Ylpnum'. DgmwlNtoalaWMarc+na-GwnutnkCMnenhnVaNuenbveulw nadtlltfowl mtmenmuwlmun NutMpNnaerttneaopwnW MtllopsetwntlVwhlAcoultlbecwnepwpnllnintlwewmoteswnn Rofgemwpodl[Wlatntendtlearwovtl,nmwenll wlmhelprt ' lma<apa canlratror b npwniNelm hia awn euvnh ukeroNe AN Nan[nwunpls.TMoontwmwvllevrandpKefwpbnd+Nalwbetmros4ven In•Gratlnantl SunPanslw uahglbe PwParlVYuyeLandaYMtl YtM [lined NwN[Nrounwrt pwwreauMlNvmen Inllwse aNrme ntles. Wtl n1aMr Bene MIbT CENER L PLANTING SPECIFICATIONS[ a ace. s atraae u x ��>ottrg: me n� w�a a a0°"f. n ut -yeNii—�esw[Mxum at�tegr•� tp�mll to mgww°°gk wa• �a�) tpa Mllurw[mmaxg line Pmx nuts op�Smuwm trnt brace tbv a x-aen uclu gemeaM. fxm nl�,p°�mae•w':`m:'Owae.r"ar� m gw r> w ince... ew er°eee • mwra+a � rb� vay.n°4oue. rv°J cr a°iafiw �m«.M4.rt. e�Pt�ka pwu unn � a c p�MaryOpwk m°rwur b I�°waiu}pwtrae esr Me'� FIF t.wm araeetrm`I mpp°tla � N eenmy'mc 'u rib w a�r°ereearurC1mv°O- bn �r� w Prm ^ uv gem n leen can nrll a mcpW m B v Amn eikskee u pM�'le° rW nensme.Ni apse epnali my �vr,Piw �a � � m P alNw P xcurWw ail P'RvtkwralY nwea Omtla I•�ts' n Wmee wewoa•ra�wy�u�T.m��Ilm°m.w.I,al,v°""at Nlyw..`�"ep,° rea yeemiem Mn nrtwme�eexekan w mroaFx. Al �trTwll a Raewe M1em pronto mry n ameys W .t,�w° agw'•�.�ee d vb�n..°„" .n°II a e�"J.�.y'a..we h cwt a nrn°even utx mpilnv a mar P.c yucuon�hkm� w ay�M e� wtMl eM nr%proimu�exmr bet O°lia:.ce m nsre.ery wml aeea.a amr w I mvrx3-w my taw a.al � .• �'n, a �wll m� �e � a. ermx m tin pW. n... w rterrvpu tp>°�me w.mw ni erase, cum tro.r s I.eee s• n . p°'a xnll a 3. �mng w � etppye try x.meaa m � e xsvmeo°M.Oei wn nab. �n.gwpvrk ae m`patmh nags preeMayn`� �'n lni�v.wu°O�m� �nlro[n a Ilewair a uuwenew m k ermn any -.k ero�w<e, wr°�i uWt m MII `"e npp �yeOi«.n"�w'$"at b.«.es am.e a'm`T ,a emag.e wgl"'rd °w° aapNne tin, wa, roxmwG +all a Hertme6 antluacemnaaekrmC m twe. a n °div �� �umpirmm M n°[w•m�sW Men watuwle°°i a mlvG4iv b w 4 G a�r'n�nnm�wgd E pe�mss t°°�ir'°� � �tr�rt inn 'n nwm jure. t°a rm� maPeaemunm °str4.q rt�O �i°a�ueaw� b. nlm w Paug pm kalue nanrarea et tb. a aulktwn Pn.wt,.a°`°mipa'�un b hltw4i�°maPn awrm ra` wee p yr.xrvw a .xw .°q. - Y -I i' n mmu. - m ..rpt.e n raw Mtwn w v man ba°'w wnY�.rare.e mrro>a.m�.l'"°m g'11rw won TYPICAL TREE PLANTMG DETAIL TYPM PALM PLANTING GETAR nll print nnu ruW�ry tlu va'r4w-°wiubw ww°wi�� m°* m arre�w e° q�i e• wbev [mmeN° met. `' II c w regwwa Wagms° m pscxae tereemr, unrl teperma n �rti ed wrr amm.Pwmntnixn m canra.m u w •rprPa rm w,eOoeurr•Y°ItzroN. Pu ar alak Pne KK xre.-wrvec. ""'e vin•. am amttg am.r,°rr —11 e e�mclawr er.... b�'em Narr..aw rku+t rem gLw amb w �°mb� uua.ten�Lmenm�m h � T �•an �ga�ma�.�u 'er e�� b• r wm'""i.-q°i°"m". c � �.� Immpb""y va w alke >,e twrgp.a inn • °• ��u vm�M�iw pwwawau. -� b� aver . pane d rmu, gMew ue+eamn a tml m raa u Pa+'m a• ae �a roll rat . nem, nw.v tne. me wm..xar w arty m -°ePm-`tlb: � «m�mc"m":m` Pn. xnrr a rwe. emq� w oe•an[° vrm<ne, Pe npkal Nrw akgmm i°tb..bm. eR+u gmu�mr'm^'°%°"ema,apmnwviem°-v'�ena�r'S �waan °rine wlueaet �pm w nl� a am°rr Mfg Pnmeumwa Aur Vg°ma m[tlw.xemt° rtry°vivar�irnxro i�rm �nw vwepe M Ns nw rrrae (a•) a mwex. r a��.a .r e°.ee a pry[ p�u'rp�rmyryB ° rMp° m wrr .rine w .ep. w'"nr r' lin ��°wal a 0 y Ort at rTa een�iM ral°�m�w.tgtpeMwc ae r mlrear. t°p-aeewo. [1' mep wn ugoArmae vo uh n a ron, emMm an w.ternaa .,�npr:yn„m°r o m � �r r *ne Pu,e+y vug®• xuaaa xeranJ d+y ax nem nn vnea w aewrarr" emmnem p>tmra.,xmm.,aawla.. v"° nm irh;� n. w �. n P mak. mry Amen me m +mow � �ae.p gyx'�"`yx wrr pry""[ exp [Me 1 n�rr nem` your vrun5 t°awan h�l rvmn°r"xw mp veaie.nat a m�°,w. W uem°°aem...g,q sung a++, � boew, m �. a�av0ia.ta+� w w�tmbr c[ n° ma[rwvs auv�m�e°u.rmeeeeuuyy �ey wabCOd°xrarrmPmu�rnmeWre-mem msernl, w p,rveey pro ua b n9 wrr m n aero° nm u,eee pmrwm�." Mir Re�wx�i raeMmxt a r1e�� a auw1�`awrxwr�a rame.'e° n Mlnacpe eWmmo- enarr xeme a ✓.e prru p°- wnc pd rx xv xspyy ug edt m Naryan brave ecrycPu� b a � IW al ° awpuP°er nrn nuwJ�POIm w�'nrxammr t/Cama`vp Menxaet ettar evdwtrm °r w xi satug 'rwa �KKamecaefOe me�°wtMig ar�'iw.ercme ab W�a-�urec ne raacap. pun. eae .wrr w a rn wq, ` nveO'. pr �g� o� �gc.m gine „u goee roar mwWm�e. wa ererr ueawn _ °ueram. aaVee i�au arewra°.rnenertlea rni..'rreO4mi iMrea. nemga°mee xem.e. xmawrn:u m°ria�°em'meagewe wre p�w�.wimY aria :[uume.°a k�ix�irie II a em.;"Iy int as nxann etn.,r.km. °tr t`�a. c�CO°w.a°eam�tbmntrma war° ew e _wartrt w�paluie u..ege er eil pawq meeumae®. e.nweaa°3eun d°w ee°`anr`.leO1etn�cav� �ta°i`.re'ry a.'rm°ee4�ma`ewr�Y nmoeiiwe raw' er.m wa "n 6 clean -w Yin wlv P"m s emlaP ,wurnl� b aro t �t sW ���w.thr PPk�.nn5, a cl.m eupe,.e wmeq� m: °nWeeciwnwe�M cmme °u euwivl• _ wp � rel teDatwn�aa aPcwPimw yye w�l w�wre.ei<ng�w 4 •••eengx .RKs Po� curt �exw w � � knec �V r° firman. re•raMan re�wrty Mcm aaktg wnP nm rl o-mP Witty. � ^Y °�Ne e rnxact m ueg�4ypt,�•ey u a sura _ amu eebYci�ngmmtw�k� t—alp A �p+ta�sera _ .mny�,�..r%t �wr p� v �IBe arrw me �w ='n.�n`wm'� '9 aw'»m�.eww�"ae°n.aat IM•'1KK «ee pwk4 W Pnm reptq mmr nu mntrw[ wt u map ar ampwcLr� 1°Ga�nrotw Nnll w epwmds KK tM iu �OLi �°ped Pu Tey enar auerumk'nnee Plmteemp vka Fn on ����1Fs reuga a M�wm�u'p�~ � <Iem�ruyhacrcrPMl�l aro pine m° � �Im i proyaL It w4l a n me oxen dtmutw. b er,ax m.y�wk `°"°.�x"amae �erw'epawwex.n rvrm mnreg'b�ta�m[wvgmwcmwctm ae t.e ty pwk emwrly°ewer"y°wsveePe,vr'�°r.e.ra`� ° eem°"°rew�`re••[we ,xe aaxme��x a o-m.re, wn, Pnaakr, ,tax m"'e^'mrger.�lw m�t.xwn b aunt rrom e.caaum, wmage. I m mar to-y+aewe aN c P�ierg .+ ue°iur or°�Nun' "ewtrmv eror a ew°p�et °n uv .w�+ mvq [is caw9 e n na wsL ' f1�O1s�a. wlme°bµ �t aab vmbib mcrPaartww met p-eakotaN�ItMalteevlupipOrOinee.�ry • mL� "m 1LL1�YSJIVL rmeMw xu�'M �av�werra aNvWuv G•elTw e ca�w�`Mef 'wmaa�.e emwunnn�m mt�t,�t �tJ i%.me'ape mx¢ii0eet.n=rr mtro-mcO�.°vin ew°vmo-mwpwwlrier � Porrm+aenluet cmmrePlawa Ism uwC4ee�mmerKKi°li 1O ..ee"roe.�ntw:."°�rl�KOa%..rme°'"Oe°wix ww�in a�iet� e.x um me R P� e°ar'x'�� w ioao-aerm wal a a w e°no-mr�`'. —1—TION na GAr oN ersrew wu seNwN. , r t A t \ r A ________ -__i `� SURVEY pEWNG RISE . l 4q 37f .w.x.. TO A w1 ve. alp �, 6 :fit F 3 b Rte. x w EM) T � ' SITE PLAN DATA In- -F�F.996551.yl�, 93p5p FIRE s rDr u0.o• 22 x•nau ra u..r ma x •""� xo, Y.i.w w•• 4 .x. Y ! ° > TYPE IA CONSTRUCTION PER 2017 FBC 1 �Q a' A-1 V* rr FL•123 ww(89 30.39' 58941.47'W xx• 3r94. •' _ d wdw °� ® P b fl p 1. E�Pxx[ [�ixwmex•3cc�µPCE BSE,•Mw B" EA NO COMMON PATH OF TRAVEL OUTSIDE UNIT OVER . 6G p, s ipw x�ml.�aiD Ox PROPOSED S STORIES NO DEAD END CORRIDORS EXCEED: 60' ELEVATOR Iz 1323 >FM rit z iiia ``t• > �„ -� .� x w a o lo: a cmI a .D YC 7e-3n1c32) EXIT NOTE: xE I., a' 11 —Dup u•R¢D tD rr•x[ aux DU 1C- I PA f'.x•I Z E_. MINIMUM STAR WIDTH 44•- IF OCCUPANCY<60 THEN 36' Z [w[ss .t THE Um. a IN, Psalua p, x11Rx. DODxs w — Irrtrnn STORAGEIPARKING OCCUPANCY LOAD FACTOR = 200 GROSS MINIMUM CORRIDOR WIDTH 44' - IF OCCUPANLY<50 THEN 36' WKuwrsrtxvrzD ORDINARY HAZARD MAXIMUM TRAVEL DISTANCE:250 s, A J .. P . x.. x V41b 'A J '• y IT'RACOASTAL �• y O 6 (F ! WATERWAY ' a a 531'.0 I ..9D W'4 '4 "IN ro.q� x Sr 96 p - - - - , r t A t \ r A ________ -__i `� SURVEY pEWNG RISE . l 4q 37f .w.x.. TO A w1 ve. alp �, 6 :fit F 3 b Rte. x w EM) T � ' SITE PLAN DATA In- -F�F.996551.yl�, 93p5p FIRE RESIDENTIAL OCCUPANCY rDr u0.o• 22 x•nau ra u..r ma x •""� xo, Y.i.w w•• 4 .x. Y (CHAPTER 30,f N.F.PA 101) TYPE IA CONSTRUCTION PER 2017 FBC 1 �Q a' TYPE 11 (M) CONSTRUCTION PER NFPA 220 IEUSTING ZONINGRJ MULTIFAMILY RESIDENTIAL MINIMUM CORRIDOR MOTH M' IFOCCUPANCY<WTHEN 36- MAXIMUM TRAVEL DISTANCE WTTHIN UNIT TO CORRIDOR. 125 FIRE EXTINGUISHER NOTE: b fl p 1. E�Pxx[ [�ixwmex•3cc�µPCE BSE,•Mw B" EA NO COMMON PATH OF TRAVEL OUTSIDE UNIT OVER . 6G p, s ipw x�ml.�aiD Ox PROPOSED S STORIES NO DEAD END CORRIDORS EXCEED: 60' ELEVATOR BUILDING HEIGHT 101' -0 -ABOVE TOP OF DUNE Ms pull9�D9 ]r xPoKK�N¢ TUT Bl.iDx xu31x•x3 w Kcdroura xtx ;C CODES: 17 FLORIDA BUILDING CODE BT11 ED. 20) ( WµYfi a OLvTa 1.1ODs E.) uw, EME, . ITTEM x a1.1x a p2' rm N P[ADNC x•Nx15 W p114.ipHRS IW -E. [Guxxtxi x •c[am.xa NM nut[ FLORIDA FIRE PREVENTION CODE 6TH ED. (2017) N.F. PA. 1012015 AS MODIFIED BYTHE FLORIpq ADMINISTRATIVECDDE CHAPTER 89Ad0 EGRESS WIDTH PER PERSON: LEVEL 0.2: STAR 0.3 MINIMUM STAR WIDTH 44' - IF OCCUPANCY. W THEN 36' cmI a .D YC 7e-3n1c32) EXIT NOTE: xE I., a' 11 —Dup u•R¢D tD rr•x[ aux DU 1C- I EGRESS WIDTH PER PERSON: LEVEL 0.2: STAR 0.3 f'.x•I Z E_. MINIMUM STAR WIDTH 44•- IF OCCUPANCY<60 THEN 36' Z [w[ss .t THE Um. a IN, Psalua p, x11Rx. DODxs w — Irrtrnn STORAGEIPARKING OCCUPANCY LOAD FACTOR = 200 GROSS MINIMUM CORRIDOR WIDTH 44' - IF OCCUPANLY<50 THEN 36' WKuwrsrtxvrzD ORDINARY HAZARD MAXIMUM TRAVEL DISTANCE:250 Wxxc lR s.rt ux ODOx w • M+xs rc [RR35 Snw U•w I.wOBsuucttD •r U•5, lR (CHAPTER 4160E N.F.PA 101) MAXIMUM COMMON PATH OF TRAVEL 125' 9MM ME rp0a¢D I Gas rem a .x uR[ cOxxwm w.svax.r 44• MINIMUM CORRIDOR MOTH - IF OCLUY< PANC50 THEN 36' NO DEAD END CORRIDORS EXCEED: 50' : 20' NFPA 13-R r _ NO COMMON PATH OF TRAVEL OVER: 5G NO DEAD END CORRIDORS EXCEED: 5C SPECIAL STORAGE OCCUPANCIES 1 � AUTOMOBILE PARKING GARAGES GROUP S2 MCU VYLOAD FACTOR =200 GROSS M PNIYxO 9lnl N [ WEDIp N1x • Swq[ T11Ow 9g1T uwrr Nt[CT. 1— 7 11.11 Nn.4 a17lu s0 1p.1 xlwr 11Nupwrtnx[xsc —OCCUPANCY ATO MINIMUM CORRIDOR WIDTH 4d'- IF OCCUPANCY< 50 THEN 34' iri>E Wlx[C1Tp ITT, ww m[usr P—sr.uA x[n+DUMOPxDw[at NO DEAD END CORRIDORS EXCEED' 20' x "• MAXIMUM TRAVEL DISTANCE. a00'O'. 200' E EMERGENCYCPLAF4:� SM4l x•n wx gEROlC1 [vW19x Nur x •CLGiDIxa NM TEE- • 4 Of M- IM ` •'Ya a.• pe W �:I�YLIIT+<i:T.Cli�: FIRE ALARM NOTE RESIDENTIAL APARTMENT BUILDING RESIDENTIAL OCCUPANCY rDr u0.o• 22 x•nau ra u..r ma x •""� xo, Y.i.w w•• 4 .x. AUTOMATIC FULLY SPRINNLERED PER NFPA 13 (CHAPTER 30,f N.F.PA 101) TYPE IA CONSTRUCTION PER 2017 FBC OCCUPANCY LOAD FACTOR = 200 GROSS rarOr SaRw. cOwrU En— xrtm.a rtOxaa, —I N xstu[[D xrlw ,R TYPE 11 (M) CONSTRUCTION PER NFPA 220 IEUSTING ZONINGRJ MULTIFAMILY RESIDENTIAL MINIMUM CORRIDOR MOTH M' IFOCCUPANCY<WTHEN 36- MAXIMUM TRAVEL DISTANCE WTTHIN UNIT TO CORRIDOR. 125 FIRE EXTINGUISHER NOTE: TOTAL SETS AREA 71.366 SF (1.n ACRES) MAXIMUM TRAVEL DISTANCE FROM UNIT ENTRY TO EXIT 200'rrnup.Iafxp 1. E�Pxx[ [�ixwmex•3cc�µPCE BSE,•Mw PROPOSEDDENSITY: 21 UNITS (12 UNITWACRE) NO COMMON PATH OF TRAVEL OUTSIDE UNIT OVER . 6G p, s ipw x�ml.�aiD Ox PROPOSED S STORIES NO DEAD END CORRIDORS EXCEED: 60' ELEVATOR BUILDING HEIGHT 101' -0 -ABOVE TOP OF DUNE Ms pull9�D9 ]r xPoKK�N¢ TUT Bl.iDx xu31x•x3 w Kcdroura xtx ;C CODES: 17 FLORIDA BUILDING CODE BT11 ED. 20) ( WµYfi a OLvTa 1.1ODs E.) uw, EME, . ITTEM x a1.1x a p2' rm N P[ADNC x•Nx15 W p114.ipHRS IW -E. [Guxxtxi x •c[am.xa NM nut[ FLORIDA FIRE PREVENTION CODE 6TH ED. (2017) N.F. PA. 1012015 AS MODIFIED BYTHE FLORIpq ADMINISTRATIVECDDE CHAPTER 89Ad0 EGRESS WIDTH PER PERSON: LEVEL 0.2: STAR 0.3 MINIMUM STAR WIDTH 44' - IF OCCUPANCY. W THEN 36' cmI a .D YC 7e-3n1c32) EXIT NOTE: xE I., a' 11 —Dup u•R¢D tD rr•x[ aux DU 1C- I EGRESS WIDTH PER PERSON: LEVEL 0.2: STAR 0.3 f'.x•I Z E_. MINIMUM STAR WIDTH 44•- IF OCCUPANCY<60 THEN 36' RESIDENTIAL GROUP R2 [w[ss .t THE Um. a IN, Psalua p, x11Rx. DODxs w — Irrtrnn STORAGEIPARKING OCCUPANCY LOAD FACTOR = 200 GROSS MINIMUM CORRIDOR WIDTH 44' - IF OCCUPANLY<50 THEN 36' WKuwrsrtxvrzD ORDINARY HAZARD MAXIMUM TRAVEL DISTANCE:250 Wxxc lR s.rt ux ODOx w • M+xs rc [RR35 Snw U•w I.wOBsuucttD •r U•5, lR (CHAPTER 4160E N.F.PA 101) MAXIMUM COMMON PATH OF TRAVEL 125' 9MM ME rp0a¢D I Gas rem a .x uR[ cOxxwm w.svax.r 44• MINIMUM CORRIDOR MOTH - IF OCLUY< PANC50 THEN 36' NO DEAD END CORRIDORS EXCEED: 50' : 20' NFPA 13-R r _ NO COMMON PATH OF TRAVEL OVER: 5G NO DEAD END CORRIDORS EXCEED: 5C SPECIAL STORAGE OCCUPANCIES SMOKEPROOF TOWER COMPONENT' MAXIMUM TRAVEL DISTANCE 400' O 200' E AUTOMOBILE PARKING GARAGES GROUP S2 MCU VYLOAD FACTOR =200 GROSS M PNIYxO 9lnl N [ WEDIp N1x • Swq[ T11Ow 9g1T uwrr Nt[CT. 1— 7 11.11 Nn.4 a17lu s0 1p.1 xlwr 11Nupwrtnx[xsc —OCCUPANCY ATO MINIMUM CORRIDOR WIDTH 4d'- IF OCCUPANCY< 50 THEN 34' iri>E Wlx[C1Tp ITT, ww m[usr P—sr.uA x[n+DUMOPxDw[at NO DEAD END CORRIDORS EXCEED' 20' x "• MAXIMUM TRAVEL DISTANCE. a00'O'. 200' E EMERGENCYCPLAF4:� SM4l x•n wx gEROlC1 [vW19x Nur x •CLGiDIxa NM TEE- • 4 Of M- IM 5 CL CL O� T. LL CL lu L LL N1 J I LS.0 ENCLOSED BUILDING AREA = 23.247 SF COVERED BUILDING AREA 25. — SF ENCLOSED CABANA AREA =T2D SF APARTMENT BUILDING FULLY SPRINKLERED PER NFPA 13 LOBBY/PARKING LEVEL EXIT DISCHARGE TYPE IBCONSTRUCTION PER 2017FSC E 11 (222) CONSTRUCTION PER NFPA 220 USE GROUP CLASSIFICAMNS: This pmjs°I W11 be desq— erM amawaed ns meed acaper y Mdflly — NFPA 101 — 6.1 14.2.2 WIh ft R—d,r W (R-2) —"ncy b I,Xp M. led—Mwt use. 1,,d,,W uses within h, Wldl,,; moods Stange (S-2) & Assembly (A-2) —-1 - STORAGE ORDINARY HAZARD (CHAPTER 42.8 OF N. RPA 101) MINIMUM CORRIDOR WIDTH IDTH WOCCUPANCY<5D IF OCCUPANCID THEN 36- NOC ... 0. PATH OF TRAVEL OV'ER' 50- NO DEAD END CORRIDORS EXCEED: 50' MAXIMUM TRAVEL DISTANCE. 400'0 201YE AS$ MBLYOCCUPANCY ORDINARY HAZARD (CHAPTER 12 pf N.F.PA 101) MIN IMUMCORRIDOR WIDTH 44'NO COMMON PATH OF TRAVEL OVER: 20'. IF OCCUPANCY50 THEN 76 NO DEAD END CORRIDORS EXCEED: 20' MAXIMUM TRAVEL DISTANCE. 250' FOR FULLY SPRINKLERED BUILDINGS FYI EXIT DISCHARGE BEACH E�T DISCHARGE NORTR LIFE SAFETY LEGEND —T 1.1 P— D T- 1.1 'AT11 ­ Z 5 IL Lu Lu -jLL. co co LL O. LL LIFE SAFETY LEGEND v 5A ?,CT - �-6b T A- a c xi� FTL°U F / PEreSOH) a occwA ono ® 8 -UT ERT RN W I.T ACCESS KUTE —0� IR— DS..(Fr) = C... PPM of TRAbfL EXIT —10N ® r = Exn CPPPCITY FEC 1111A111111T11Ui111A111T I rl oltT— FlRE ExI.—EP SURFACE �J uwxTEo ---� -HWR 1—wall �••�•� P- 1 FRIED wniL _ „• dA I FffNEss ,fiF / �r I CENTER WE \ L \ \ ---------------------- I I � I _ I r --------- CLUBROOM (ASSEMBLY) I ' EY 11W I 3.H. ------------- \ SDmE 2U' II ��hll .I. _ _ _ .I. I ■�aii�J P.H2 tro I � • I I 170 ---------- APARTMENT BUILDING FULLY SPRINKLERED PER NFPA 13 RESIDENTIAL $ AMENITY LEX€L TYPE 10 CONSTRUCTION PERM17 FBC TYPE II (222) CONSTRUCTION PER NFPA 220 USE GROUP QASSIPICATSINS i Thle pm)xl tl—IA.M —1i .Abl—wSl..ftb.11diq FPA4aauPenq 1nuWW(S-2)8A—Rft(A-2)..."nd °. WI S ft P, RESIDENTIAL OCCUPANCY (CHAPTER 30 of N.F.PA 101) OCCUPANCY LOAD FACTOR - 200 GROSS MINIMUM CORRIDOR WIDTH 44' -IF OCCUPANCY<50 THEN 38' MAXIMUM TRAVEL DISTANCE WITHIN UNIT TO CORRIDOR: 125 MAXIMUM TRAVEL DISTANCE FROM UNIT ENTRY TO EXIT: 200' NO COMMON PATH OF TRAVEL OUTSIDE UNIT OVER: 80' NO DEAD END CORRIDORS EXCEED: SO' ASSEMBLY OCCUPANCY ORDINARY HAZARD (CHAPTER 12 of N.F.PA. 101) MINIMUM CORRIDOR WIDTH 41' NO COMMON PATH OF TRAVEL OVER: 20'- IF OCCUPANCY <50 THEN 75' NO DEAD END CORRIDORS EXCEED: 25 MAXIMUM TRAVEL DISTANCE: 25V FOR FULLY SPRINXLERED BUILDINGS m - tea, FW- I o� �o [ ® U■ SII IN oil r RE IroCE NORTH TOTAL ENCLOSED AREA = 13,762 SF I LS.2 I 30'-0"+ APARTMENT BUILDING FULLY SPRINKLERED PER NFPA 13 RESIDENTIAL LEVEL TYPE IB CONSTRUCTION PER 2077 FBC TYPE II (222) CONSTRUCTION PER NFPA 220 USE GROUP CLASSIFICATIONS; TAW projp IIbe S � Nom 1 wmbadad pwwy rbu ilty^SI°�^a FPA101 w. 6.1a•2.2 wb d. RuldaMd(R-2)a p." Assembly(A-2)o panes RESIDENTIAL OCCUPANCY (CHAPTER W d N.F.PA 107) OCCUPANCY LOAD FACTOR =200 GROSS MINIMUM CORRIDOR WIDTH 4P- IF OOCUPANCY<W THEN SS• MAXIMUM TRAVEL DISTANCE WITHIN UNIT TO CORRIDOR 125 MAXIMUM TRAVEL DISTANCE FROM UNITENTITY TO EXIT:205 NO COMMON PATH OF TRAVEL OUTSIDE UNIT OVER: SO NO DEAD END CORRIDORS EXCEED: SO TOTAL ENCLOSED AREA = 14,037 SF J� I LS.3 I 0 \ _ _ \ \ O NORTH RE3IDENCE i-----_-- 100 M ° 2 W 1 f i P.S.1 I� �� nes b � �Ll tliPvl 7174-1 ull, wa n,awAsaoesn liffi� %F-1 0 TfwvAemet O Iyy I�I�� P.E2 T� .------- ---- 0----L-- Wm 0El ®O�`. SOUTH RE IDENCE LIFE SAFETY LEGEND a La ARS G-50Fr iAcr - acwcARr T / ,FACTOR ERSM (l L R1. / aERsw1 OL = ocomAAr Low ® EA"Oi1.1 R. APARTMENT BUILDING p „=CEsO Ra FULLY SPRINKLERED PER NFPA 13 —0— mr far.( �f �R,AN E RESIDENTIAL LEVEL CP= _.CF FAM Cf in., TYPE IS CONSTRUCTION PER 2017 FSC TYPE II (222) CANSTRUCTION PER NFPA 220 Enr LaanON T ® -Eur Now WEGROUP CLASSIFICATIONS: r-Enr cAenCII This pmJW WIII be designed and C,,,nd isd as mbmd aaupsmy senility per NFPA 101 see. &1-1422 edM Om Residents] (R-2)oaupe..Y being In predomineM use. Inddenhl uses wltlJn Sm WiMhg hldude Stomps (S-2) i AeseFnbly (A-2) ncaVmneles. NORTH FEC aaRrARI 11 E11111111 —111 RESIDENTIAL OCCUPANCY (CHAPTER 30 of N.F.PA 101) 11- FIRE 1.1111191ER SURFACE OCCUPANCY LOAD FACTOR =200 GROSS WxrEC MINIMUM CORRIDOR WIDTH 44• • IF OCCUPANCY<W THEN W' MAXIMUM TRAVEL DISTANCE WITHIN UNIT TO CORRIDOR: I2V —•--- —.1 RA. -1 MAXIMUMTRAVEL DISTANCE FROM UNF ENTRY TO EXIT: 2W NO COMMON PATH OF TRAVEL OUTSIDE UNIT OVER: W �••�_� 1-xWR RATIO .1 NO DEAD END CORRIDORS EXCEED: W • SECTION 1007.1.1 EXCEPTION 3 TAKEN AT RESIDENTIAL LEVELS M TOTAL ENCLOSED AREA = 11,447 SF I LSA I LIFE SAFETY LEGEND APFA MMfF - OO=P NT LOM -TOR OL a (EO Pi. / PEREONj a = occuPun AaM ® EMMUT Enl SN b fu1 MUSS ROUR —o— TRnvEL US— (Er) CP= C—PR1RpC6MIRnVEL Ee1 LOCPnON ® Y = FnT CMntl1Y FEC PanrMLE IRE E11111 1R -l"ET NORTMIE nRE E-0.11SURFME -TED �•—_— 1-HWR RATED wML —••—•— z-RODR RATfo weu 30'-0" t I► I � �] Imo? '' ., �, II■ ■ ■II I 1 .. ��ill���b© L��P_!��.®nnnm,�,: �ra..nei�RGrow:�w.i��I I �� d IIIC I ■ L-- -I— _ - ■ - qq I�1 o m�mill�: ■ :� ■L�s°� �IC(.p��J �FAo APARTMENT BUILDING FULLY SPRINKLERED PER NFPA 13 RESIDENTIAL LEVEL TYPE IS CONSTRUCTION PER M17 FBC TYPE II (222) CONSTRUCTION PER NFPA 220 USE GROUP CLASSIFICATIONS: This Prided w1II M tlggnroe and aanelnla0q wl do penry Why per NFPA 101 q 0.1.1422 with Sro RgMeMW(R-2) o Paee)• MW Sr predwnln u lWd, elw wllhln IM bulMNS WW, SbT (S -2)S Anewbly(A-2)e«wpwn . RESIDENTIAL OCCUPANCY (CHAPTERq fN.F.PA. 101) OCCUPANCY LOAD FACTOR = 200 MOSS MINIMUM CORRIDOR MOTH M' -IF OOCUPANCY<N THEN %' MAXIMUM TRAVEL DISTANCE WITHIN UNITTO CORRID0R:120' MAXIMUM TRAVEL DISTANCE FROM UNIT ENTRY TO EXIT: 200' NO COMMON PATH OF TRAVEL OUTSIDE UNIT OVER: MY NO DEAD END CORRIDORS EXCEED: 50' SECTION 1007.1.1 EXCEPTION 9 TARN AT RESIDENTIAL LEVELS 9-B TOTAL ENCLOSED AREA = 11,447 SF I LS.5 LIFE SAFETY LEGEND Awl an�u - so�vp, °L a,PTiI L..T I E1111 ® Batxwl EAl 9CN b EXIT ACCESS -7 —o— -XI.-T �srT L B -iCE11xPATH OF TRAVEL ® Y - . CAPACxY FEC vonraac BnE ExnxcursxEw 1A11E1 xouxrto i -HEIR FA4o wall z -Hoon nAlEO wui CEAC COMPRESSORS F¢g O#VAE-\C El LEVEL 8 TERRACE—*"�� E TIH >aw , BELOW P.eE 99. I l l N m dsllgl 1 T PE2 M• �l \ - �\ � y. moop p �,� \\. ES CE r� \ AC ,i COMPRESSORS � 1� � \� PRIVATE \ \ M1 leo $t-Xr xsRRAer- is A p , OUSE b SCREEN WALL\\\.. T NORTH cn a �20 Wg� J LU J Z LU rg LU LL. /W I— % IL N W LL d' J I LS.6 I RE WARNnv cOwAxv a Y scwi wl OPDER xO.IA-ms INTRACOASTAL WATERWAY C.C.C.L. MONUMENT 'W T 1 4 1 & 1 STR ' E, 80.1 CONSiftUC710N CONTROL LME IGR LY L A Y L.L.S. 1 (P.B. BR PAGES 137-155, AUGUST 22, 1997 09/X/2013 (F.8.649 PG N) ,7E IIyy ANp RECORDED M O.R,B. 9951, PAGE 85 ttN[ i��]a offoDUBa6HE0 S/LUEo o u. A oa __q_____________•11g__1.p_ NN'w BLOWING ROCK CLUB CONDOMINIUM (O.R.B. 1664 PG. 763) CUNNINGHAM COURT (P.B. 36, PG. 67) SEE SHEET 2 A°ORiiQUEsin o�AR0A0' _ ry LOPmro Fe«h oho o Ana �oWNNtTER�SLA]MrO�« qea n Fot Bod SP°ge 80, I BwrT orvani orFo�l,Mam'IP°tlom 0l°I BON ], oiP°Pes]10.711ma )2 M-1 A01B] :P4­Rm��a;mI TRff.,,*'lwcao,°.x°I— COASTAL CONSTRUCTION CONTROL LINE (P.8. 36, PGS. 91-105, JANUARY 17,19791 ATLANTIC OCEAN PROPERTY DESCRIPTION A'. d.NM eaiReemd B000"vawa,°Pe�Pe ]W, =41B...P°Me Rer°AIT. oF-EITADDRVbrim, ma mY �«dm+M1 UnrH°. logetlwr.On N snore n Me emmm Mvenla. 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