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HomeMy WebLinkAboutDocumentation_Planning and Zoning_Tab 01_8/15/2019a h couK� VILLAGE OF TEQUESTA Department of Community Development Staff Report — Planning and Zoning Board — August 15, 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 1 '* 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 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 Villaae Council (4-0) on Seatember 13. 2018 (see attached Ordinance 12-18). 0J 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-l-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 Phi County to provide additional information and clarification, please see attached email copy from Mr. George Gentile that summarizes the subject meeting. The subject 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, bV 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 First Reading -ORD 12-18 �— Heard by Village Council FLU Map 8.9.18 Variance Site Plan Site Plan Review Amendment Application Review SPROl-18 ORD 12-18 - VAR 02-18 SPROl-18 Approved by Recommended FLU Map Amendment Approved by Planning and Villa eCouncil- g b LPA y Second Reading-ORD 12-18 Village Council g Zoning Board- 8 11.8.18 7.19.18 _ Approved by Village Council - 9.13.18 10.18.18 v 9.13.18 3 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 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. 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. 4 R-3 Zoning REQUIRED BY CODE PROPOSED COMMENTS District 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 20' 1" 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 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. 5 Level of Service Per Division 2, Sec. 78-331, the subject 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 (15) Tequesta Water Department. Applicant provided statement. FIRE SAFETY REVIEW The Village of Tequesta's Fire Chief James Trube and Captain William Newbern, as A 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-l-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. FINAL REMARKS This development application met the requirements set on Section 78-334 notice of hearing. The notice of hearing was published on August 5, 2019. At a later time, the applicant will apply for a marina toward the intercostal. 7 rEWS = . - 446 - 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 PROPERTY LOCATION: i.ILED: Village of Tequesta 1500, 1550 Beach Road, Tequesta, FL 33469 late: ! I`11ltX Time: 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 -40-3 0-21-000-0010, 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 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 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 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. f I YbR ABIGAIL REN4XATA NA , j�\ • , „„,,,,,,„ ,,,,,,, VILLAGE OF TEQUESTA LORI McWILLIAMS, MMC 'v.... 0 `rpR � VILLAGE CLERK-��' S 9� I NCORP45, Page 2 ORDER OF THE VILLAGE COUNCIL VILLAGE OF TEQUESTA REQUEST FOR VARIANCE FILED: V'lla a of Tequesta CASE NO.: VAR-02-18 Date: 111 f Time: � �p� IN RE: Turnberry Beach Road, LLC, Owner 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 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 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, 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 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. A OR IGA L BkDNONAN, VILLAG OF TEQUESTA 11i.VYWvi¢cd LORI McWILLIAMS, MMC,GD`" v�T< VILLAGE CLERK Pf SEAL -..INCORPORATED Page 3 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 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 (31) days -2- 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- ORDINANCE 12-18 Date 09/13/2018 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 ❑ ❑✓ Council Member Vince Arena Council Member Laurie Brandon F1 1-1 Council Member Kristi .Johnson ❑✓ The Mayor thereupon declared the Ordinance duly passed and adopted. MAYOR OF TEQUESTA ATTEST: Lori McWilliams, MMC Village Clerk -SEAL INCORPORATED` 4. DESCRIPTION & SKETCH PREPARED FOR: TURNBERRY BEACH ROAD, LLC CUNNINGHAM COURT LEGAL DESCRIPTION The South 67 feet (as measured at right angles) of Lot 186, of GOMEZ GRANT and XPITER ISLAND, as recorded in Plot Book 1, Page 80, Public Records of Palm Beach County, Florida, LESS the Right -of -Way for State Road 707, as same is shown on Right -of -Way Map recorded in Road Plot Book 2, at Pages 70, 71 and 72, Public Records of Palm Beach County, Florida, also known as: Allof CUNNINGHAM COURT, according to the Plat thereof, recorded in Plat Book 36, Page 67. of the Public Records of Palm Beach County, Florida. SURVEYOR'S NOTES: 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 EMFLOYED BY LIDBERG LAND SURVEYING, INC. 5. DATE OF LEGAL DESCRIPTION: JULY 5, 2018 LIDBERG LAND SURVEYING, W. •agr.x a¢aCxOFl10C uC6pG �"1.44.H.o-lIYFNC UFO Loa 9j1G FIC 'W_ aC c UFfJ �J.FVFNK 111� rnw� C.I CKM Mal UADN arcvmmstcsawmo9c�v ABBREVIATIGNS mu:'r.aWz1.01x'ewm POB - POINT OF EEGNNING BY: DAVID C. LIDBERG PROFESSIONAL SURVEYOR AND MAPPER FLORIDA CERTIFICATE NO. 3613 POC POINT OF COMMENCEMEtJ OR6 - OFFICIAL RECORD BOOK LI D BERG LAND k\LST , 04043 'b 6' ` OWMS % °-C -YAOM SURVEYING, INC. - M °-036-'W WE OfMiZv LR443/ 67e wsrr a7a�a ro,n rrx¢ 5wte 29D, n Cl 1 T r_ �TfET _ 4 CID. Cf DWG. 7 Ka.UST130404313"P.17-03&-303117-036-303.dgn 7.-S;201 8 4:18:14 PM DESCRIPTION & SKETCH PREPARED FOR: TURNBERRY BEACH ROAD, LLC CUNNINGHAM COURT w n vi u_ d M c O t0 4147'M `8� ,p 'tl'<?' 46333' � STS'iS'47"E '3 Y 504' �.b S�•2fy! E—� .i O °' TRACT 'A" �4T i0T 2 LUT 3 �1 d1 m_ 27.000 SCb•s240'E 06N41MA1 COURT P.D. X PG 671 sirt2 7'E o 9'4P4 'E 4349' 50.E W IW 1 LL I �3URVEYING, D B E R G LAND INC. - `B DATE ifF. R.IY. DATE C7iC9NC1: 67.', Wex." frd'm�Kr.. A'oci, SuY» 20P. LB4471 r '4 n r-i - _74 ,_ rl CAI. CL. -`7fFf P Cf C41G. A17-07 K:SUST,304043',36.67-.17-036-303' 17.036-3C 3.dgr 7:5,'2016 4:1916 PM -5- DESCRIPTION & SKETCH PREPARED FOR: TURNSERRY BEACH ROAD, LLC CUNNINGHAM COURT I I �eB'4P47'E 483.35' �O3.41`N7'w 9 �- 9.71Y -'. LOT z LOT 3 LOT 4 COT 5 LOT 6 1RACT 'A' V� 'E 2I --- arw+CHw COWT —sat iM 36, PC. 67) 15' 4't3 E 9 WW 41'471E 4 3.1w Z I N I W W I x W ' W IV7 LI D B E R G LANDCAM kn45T E 704C43 , , n_o74 , II�yFJCipg4 SURVEYING, INC. ILL � - '� � °� tF1'. k..tY. DOTE 07rC6l7Ct{ 67.5 Ws.f •lle rPM KooO. 5in a 20!1. 184471 �i T 1-7t - f4 CID. D.C.L T y Cf ! C1G. R17_016 K. UST1304M3t36-67-,17-036 303;17-036-303.dgn 75=18 4.19.52 PM -6- w 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 -Aia3'r f V O V REC. REC-. r Site MDR T©;Rsk T CON 3 . MDRM'©`R �Y ! 10< PARK i } E- MDR Blowing Rocks Condominiums Tequesta, Florida Zoning Map R3: Multiple Family Dwelling District 6.18.18 No Text 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. Jens ea7/17 Enclosure: Lette 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 10ft 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. Thomas C. Jen7n .E. Enclosure: Conceptual_ Sheet McMahon Associates, Inc. McMAHON ASSOCIATES, INC. 2090 Palm Beach Lakes Boulevard, Suite 400 West Palm Beach, FL 33409 p 561-840-8650 1 f561-840-8590 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 PRINC IPALS 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 FO UNDER 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, WdA�::,-e 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 mcmahonassociates.com INA� PARKER I ANNETTE design -foul}. lll('. 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 VILLAGE OF TEQUESTA TEQUESTA FIRE -RESCUE INTER -OFFICE MEMORANDUM DATE: July 29, 2019 Admin. 19-43 TO: Nilsa Zacarias, Community Development Director VIA: E-Mail f_ FROM: James Trube, Fire Chief r 4� SUBJECT: Sea Glass Project — 15� 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 18t" 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. 0 Fire Department access via Knox entry has been acknowledged. July 29, 2019 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. 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 Ibritt(@teauesta.ora 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 <jrod riguez@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 Nilsa Zacarias, AICP Community Development Director Village of Tequesta Phone: 561.768.0457 E-mail: nzacarias@tequesta.org www.teguesta.org AT&T Florida T:561.540-9262 _. at&t 120 N K Street ULake Worth, FI 33460 May 22nd, 2018 Keshavarz Associates Joan Sopczak 711 N. Dixie Highway, Suite 201 West Palm Beach, FL 33401 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 &0 Proud Sponsor of the U.5. Olymplc Team Florida Power & Light Company 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: 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. Sin?ael ly, Mic Baldwin Associate Engineer a NEXTera ENERGY Company Loxahatchee River District �Nd1RONlapN 00 Water Reclamation I Environmental Education I River Restoration w o 2500 Jupiter Park Drive, Jupiter, Florida 33458 r o 0 Telephone (561) 747-5700 -Fax (561) 747-9929 • www.loxahatcheeriver.org o� D. Albrey Arrington, Ph.D., Executive Director 197, 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. Sinly, Clinton R. Yerke Deputy Executive Director v:\dev\proJ\blowing rocks condos\ Avail ltr.doc March 28, 2018 0 o • �L0R19Q' 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 Commissioners Location: East of Beach Road PCN #: 06-43-40-30-21-001-0000; 60-43-40-30-21-000-0010; 60- Mclissa 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 Nto and recycled paper Ms. Nilsa Zacarias P�CA c® March 28, 2018 Page 2 0 0 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 Ionizer 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, 4 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 III, Traffic Division File: General - TPS - Muu - Traffic Study Review N:\TRAFFIC\DS\MUNICIPALITIES\APPROVALS\2018\I80308 - BLOWING ROCKS CONDOS.DOC w WASTE MANAGEMENT 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 USE ONLY VILLAGE OF TEQUESTA ; Ck. # Department of Community Development Fee Paid: 345 TcquestA Drive Intake Date: Tequesta, Florida 33469 ih Ph: 561-768-0451 / Fax: $61-768-0698 PROJECT #: www.tequesta,org ----------------------- APPLICATION FOR SITE PLAN REVIEW DRC 11 PLANNING & ZONING BOARD 13 Meeting Date: VILLAGE COUNCIL INSTRUCTIONS TO APPLICANTS: E] Meeting Date: 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, andlor alterations within the Village, except In districts R -1A and R-1, must be reviewed by the Planning a Zoning Board. The Planning & Zoning Board meets the third rhursday of every month at 5:30 p.m, as needed in the Village Hall Council Chambers, 345 Tequesta Drive. The applicant will be lnjbrmed 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 7hursday of every month at 6:00p.m., in the Village Hall Council Chambers. 1 1. PROJECT DESCRIPTION & OWNER/AGENT INFORMATION I PROJECT NAME: Sea Glass - FKA Blowing Rocks .. 1500 Beach Road, Tequesta, FL 33469 PROJECT ADDRESS. 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: See attached Estimated project cost: NA 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 If. LAND USE & ZONING A) ZONING DESIGNATION R3 B) FUTURE LAND USE DESIGNATION Residential Medium Density Q Existing Use(s) Residential Condos D) Proposed Use(s), as applicable Design Modifications to last approved site plan Ill. ADJACENT PROPERTIES I IV. APPUCANrs STATEMENT OF JUSTIFICATION I 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 authorized 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. Name of Business/ 'i Land Use Zoning Existing Use(s) Approved UWs) 'i6RTH Subdivision ._, _Rtsignation Designation .......... Coral Cove Park Recreation R -OP . ...... . .. . .. . ................... . . Park Park SOUTH. Coral Cove Park Recreation RH ..... . ... . . . ......... Park Park Atlantic Ocean NA NA Atlantic Ocean Atlantic Ocean L WEST Intracoastal Wali NA NA Intracoastal Wtw'y- Intracoastal I IV. APPUCANrs STATEMENT OF JUSTIFICATION I 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 authorized 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. I V. OWNER/APPLICANT ACKNOWLEDGEMENT AND CONSENT I Consent stalternent (to be com~ If owner Is using an agent) I/we, the owners, hereby give consent to . Goome G. Gentle and Gentle GIN Ho§mw OMANxft & Assoddes. 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. TUmWny Bewh fted, LLC Owner's Na ase print) Owne nature 6174-10 Date George G. Garde, FASLA, PLA Applicant/Ag ase print) A p pka rji/Agie Ws Sien R-t—Ure Date V1. APPLICATION FEES (1) Pire-apphatkn 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. ELL_* A $300.00 fee applies. (2) Review by the Development R*VICW Committee (ORC). 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 %a applies. (3) Reviewby die Planning and&nhig 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. EW. a $300.00 fee ffinal approval) Q -R- a $500.W 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 Diredor or designee shall then submit such application, Including the recommendations of the Planning and Zoning Board, for Village Council review. fjL a $300.00 fee plus an additional fee based on the estimated cost of work applies. To cover all additional administrative costs, actual or anticipated, Including, but not limited to, entirwering fees, consubnt fees and special studies, the applicant shall compensate the village for all such costs prior to the processing of the application or not later than 30 days after final application approval whichever Is determined as appropriate by the vilage. Failure to make such payment may be grounds for not Issuing a building or toning permit certificate or occupancy or completion. Costs associated wA advertising for pu 11 iearir%,d�er public notice requirements are the responrAbIlIty of the to PPI Ing applicant The fee shall be paid prior y2h�a scheduled for a public hearing requiring notice. O$Aer's Signarture to Acknd 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), "-five business (45) days prior to the meeting date: 1) Seven (7) 1147 sets and Three (3) full size sets of professionally prepared site plans showing oil existing and proposed structures, setbacks, parking and loading layout, ingress and egress, sidewalks and walkways, exterior lighting layout, dimensions of streetfrontages, property lines and all signage. 2) Fourteen (14) 11x27 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) 1147 sets of multi -dimensional color renderings andlor 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 PDFft1es including the completed application. 5) Any other, documents, mops, photographs, or drawings that may help clarify the position of the applicant. NOTE. AM renderings, models, drawings, photos, etc., will become the property of the Village of Tequesta. Pre -application meeting I APPLICATION SUBM17TAL DEADLINE Deadline is 45 business days prior to P&Z Meeting date DRC Meeting Held within 2 weeks of application submittal I DRC comments provided to Applicant within 1 week of DRC meeting I Re -submit application Deadline is 2 weeks following receipt of 10 DRC comments I 4 Planning & Zoning Board Meeting — recommend approval Wd Thursday of each month) Village Council Meeting — final approval (2 nd Thursday of each month) j Vill. 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 Total number of units (mufti -family) 17,366 sf 1.77acres 21 Total square feet of each primary structure 131,693 sf enclosed 155,443 sf covered Total square feet of accessory structures 720 sf Total footprint of each building 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 Main Bldg. +8.5'NAVD/ Cabana + 15.0'NAVD Total project density in units per acres, if applicable 21 units @12 du's/ac Total proposed off-street parking spaces 48 spaces (4 extedor/44 garage) Height and location of proposed fences and/or walls 8'wall/gate at entryVpool fence Proposed drive aisle width 35' at entry Proposed sidewalk width 18'si-dewalk on east and west sides of property c. Provide site data and setbacks: 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. 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) PI ' ans 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. ihe 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 Lot coverage Impervious area open space area SQ FT 26,045 Sf 45,597 sf 31,769 sf PERCENT (%) OF SITE 33.6% 5 9 0/co 41% Front Side Side Rear Primary structure 26' 20726732' 20732' 142' Accessory structure 260' 10, 1 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. 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) PI ' ans 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. ihe 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 g. Traffic safety standards, including the separation of pedestrian and vehicular traffic. h. Compliance With Palm Beach County Performance Standards Ordinance. LANDSCAPE PLANS (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: 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. 7 Required Provided Number of trees (including percent native) 52(50%) 68 (65% Native) Number of shrubs (including percent native) 733 1,499 shrubs Amount of groundemover Including percent---T--- native) 367 1,283 (100%) Native Total percent of native vegetation 50% -.i— Shrubs (93%) Ground Covers (100%) I 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. 7 (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 Reach 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 1. 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. PCN Numbers for Unilm at 1500 Beach Ro4 Tequesta FL 60434030130001010 60434030130001020 60434030130001030 60434030130001040 60434030130001050 60434030130002010 60434030130002020 60434030130002030 60434030130002040 60434030130002040 60434030130002040 60434030130002040 60434030130002050 PCN Numbers for 1550 Beach Road 6043-40-30-21 -001-0000 . T, Landscape Architects n Planners a EnVironmental Consultants GENTILE I GLAS I HOLLOWAY I OMAHONEY&&sociates, Inc. 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 LC -00001 77 George G. Gentile I ASLA M. Troy HolloWay ASLA Emily M. O'Mahoney JASLA Dodi Buckmaster Glas AIR 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 (DRQ 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 andplans 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 plansfor 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 33458 561-575-9557 561-575-5260 Fax www.2gho.com 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 SheetA-LI 4. Revise generator location per Code Section 78-299 (c) (1) EmeW—ency generators, 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 -7, -%-W6TP!V--T1 T-TIN-0mr7ag HUMM IM 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' '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.-IBlowingRock-Condominiums Turnberry 17-0513Upplications�2019 Site Plan Modification Ugency Correspondence&a Glass Response Letter 07.22.19.Docx 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: 1 Oft. 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 2ft. for 20'-0" In compliance. Yard each additional ]Oft. orportion thereof 26'-0" over 50ft. in height of the main building 325-095 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. orportion thereof 32'-0" South over 50ft. 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 I I stories1l 01 ft, measured from the 116' 6" Not in compliance. averaze hei—aht of the crest of the sand Height should be dune line, for main buildiniz or structure measured from east ofBeach Road, and measured from Building the average height Height grade 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.-OlowingRock-Condominiums Turnberry 17-0513WpplicationsI2019 Site Plan Modification Ugency Correspondence&a Glass Response Letter 07.22.19.Docx 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 COMIPLIANCE ADA: (I 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 See. 78-331 (h)(7): Pedestrian 89 In compliance. walkways must be a minimum of 5 ft wide, parallel to roadways and a min of 4' from ed e of roadway. Architecture (A-13) Drawing Comments 1. Provide floor plan of penthouse and roof 0 The previous site plan included a swimming pool and mechanical equipment on the roof. Response: Comment acknowledged. See Sheet A-7. 2. Revise the building height of the proposed building. 0 The height should be measured from the average height of the dune. Response: Comment acknowledged SeeSheetA-13. Vertical Dimension string was revised to reference heightfrom average crest of dune. SITE PLAN REVIEW — DIVISION 2 Sec. 78-33 1. - Required; development standards; required facilities and infrastructure. By the terms of this chapter, all permitted uses in all zoning districts except R- I A 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 17-0513Wpplications�2019 Site Plan Modification Ugency CorrespondencelSea Glass Response Letter 07.22.19.Docx 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 isfor 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 further 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). Almlicant 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 requestfor 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 requiredpermits. (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.-IBlowingRock-Condominiums Turnberry 17-0513 Upplications12019 Site Plan Modification Ugency Correspondence&a Glass Response Letter 07.22.19.Docx 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. Appflcant 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 Village 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 arterials C D Principal arterials C 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. Applilcant yr2vided statement. N.-OlowingRock-Condominiums Turnberry 17-0513 Wpplications�2019 Site Plan Modification Ugency Correspondence&a Glass Response Letter 07.22.19.Docx 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: Aimlicant provided statement. a. Average day water consumption rate: i i Residential 175 gallons/capita/day b. Maximum da water consumption (including irrigation): y Residential 180 gallons/capita/day Nonresidential* 3,030 gallons/acre/day (5) Recreation level ofservice 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 I 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 perY2mile 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 17-0513UliplicationA2019 Site Plan Modification Ugency Correspondence&a Glass Response Letter 0 7.22.19.Docx 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 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. (in) 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 11, 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: Theproject has been granted a Letter of Map Revision (LOMR)from the Federal Emergency Management Agency (FEMA), Case No. 18-04-1101P, to effectively change theprojectflood zone to an AEflood 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 providingpotable water, sanitary sewer service and stormwater managementfor the proposed project, there are no negative external impacts anticipated from this project. Therefore, notifications have not been sent to the neighbotingjurisdictions 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.-IfflowingRock-Condominiums Turnberry 17-0513 Upplications12019 Site Plan Modification Ugency Correspondencelsea Glass Response Letter 07.22.19.Docx 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 b 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, theproposed system will be an overall improvement to water quality treatment andstormwater runofffrom 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 Enoneering Plan Review (Traffic and Parkina) McMahon conducted a review of the site plan with regard to parking and traffic circulation. I . 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 sufficientfor a typicalpassenger vehicle. SEWER, DRAINAGE AND WATER REVIEW Please see attached review email from Mr. Tom Jensen, P. E. from Kimley Hom. 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 proposedfire 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-Condominitans Turnberry 17-0513 Wpplications�2019 Site Plan Modification tAgency CorrespondencetSea Glass Response Letter 07.22.19.Docx 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 meetsfireprotection requirementsfor thefutureMarina 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. 3. 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 andfire service line, including gate valves & meter assembly have been revised to be located as close to the right-of-way aspossible, 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 thisfire hydrant & FDC be dimensioned relative to each other and theproposed sliding gate. These dimensions have been shown per The Village Fire Rescue's comments. We assume there is no issue with the proposedfire 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 theproposed 18"HDPE storm pipe, but does not conflict with proposed exfIltration trench. The exfiltration trench limits have been emphasizedfor clarity on the revised Conceptual Engineering Plan. The Village Is requirementfor the proposed water main to cross over theproposed storm drainagepipe is acknowledged. This will befurther designed and reviewed with yourself and all appropriate Village Stafffollowing 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: Theproposedfire hydrant along the south property boundary wasplaced 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 proposedfire hydrants will be further designed and reviewed with yourself and all appropriate Village Stafffollowing 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 coordinatedprior to the DRC resubmittal dated 812912018, 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 1. 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.-W/owingRock-Condoininiums Turnberry 17-0513 Upplications120,19 Site Plan Modification Ugency CorrespondenceSea Glass Response Letter 07.22.19.Doex Sea Glass Response Letter July 25, 2019 Page 11 of 13 appropriate access keys or codes to the Village 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 thesefirst 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:Olowing Rock -Condominiums Turnberry 17-0513UpplicationsL)019 Site Plan ModificationUgency CorrespondencelSea Glass Response Letter 07.22.19.Docx 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 (5.5% 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 safety plans. b. Fire alarin 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'x]2'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, NFPA1 and NFPA 101. Response: Comment acknowledged. LANDSCAPE REVIEW See attached review letter from Mr. Stephen Parker, RLA, consulting landscape architect. N.-OlowingRock-Condoininiums Turnberry 17-0513 Wpplications�2019 Site Plan Modification Ugency Correspondence&a Glass Response Letter 07.22.19.Docx Sea Glass Response Letter July 25, 2019 Page 13 of 13 1. The lift station still overlaps the front I 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 andsouth sides have been modified to provide a confinuousgreen 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 I canopy tree or 3 palms on east side of parking space adjacent to lift station. Response: Pavement modified to allowfor a canopy tree (CE —Green Buttonwood). 5. Indicate variety of sod being installed. Response: St.Augustine 'Floratam'sod isproposed (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 Wheight 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 CLH I from 2011-22" 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 -L Palms, trees and shrubs areproposed). 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. George G. Gentile, PLA, FASLA, LEEDSAP, BD&C Senior Partner N.-OlowingRock-Condominiums Turnberry 17-0513 Upplications12019 Site Plan Modification Ugency Correspondence&a Glass Response Letter 07.22.19.Docx Landscape Architects Planners lmironmental Consultants GENTILE GLAS HOLLOWAY O'MAHONEY&A,vxWet,lot. Sea Glass Village of Tequesta Site Plan Amendment Project Narrative June 26, 2019 George G.Gentile IASI& M. Troy Holloway A%tA Emily M. O'Mahoney IASIA Dodi Buckmaster Glas AIR Gentile Glas Holloway O'Mahoney & Associates, Inc., on behalf of the owner, Turliberry 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 561-57.5 9557 561-57.5-5260 Fax www.2gho.com Sea Glass @ Blowing Rocks Village of Tequesta Site Plan Modification June 26t', 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 comer 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) 0 Mechanical spaces on west side above garage now in a structure detached from tower REVISION 6 (Sheet A-3) 0 Residential unit added on SE comer in lieu of amenity spaces relocated to west RF,VISION 7 (Sheets A-4 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 10 V from top of dune to main roof same as approved plans. Landscapin2 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 0 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. 0 (5) cabanas (144 S.F. max) were added to pool terrace. 0 Swimming pool has been relocated centered on tower in a north south orientation. * A viewing tefface 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). 0 A handicap access walkway ramp has been added on south side to provide pool terrace access from ground floor lobby. 0 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\Apphcafions\2019 Site Plan Modification\Application Mate ria ls\Proj ect Narrative 6.26.19.docx Sea Glass @ Blowing Rocks Village of Tequesta Site Plan Modification June 26 th 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 0 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 0 Minor revisions to plant list quantities. Justification Over the past several months, Tumberry (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 Turnbeffy 17-0513\Apphcations\2019 Site Plan Modification\Application Materials\Project Narrative 6.26.19.docx KESHAVARZ —& ASSOCIATES — CIVIL ENGINEERING I SURVEYING I CONSULTING Drainage Statement for: Sea Glass Date: June 26, 2019 Project No. 17-1179 Location 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 (fI1TF) 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. Stonnwater 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 KESHAVARZ, ASSQC14TES 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 — I 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 2 KESItAVARZ ASSQ 4M-MS 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`si'tb' iW72g/y 'mpervious. Water quality treatments will be provided based on 2.5 times perce,dtpee S 0.77 which equals 1.92 inches over 1.32 acres or 2.53 ac-inches or 0.2 L aPf6et Nv: ,34944 Nfa t lliams, P.E. Deda License No. 34944) STATE Of June �'�,j�N--•L'•�\�� KeshaQ iAg bi �. Inc. Certificate of Authorization No. 4897 KI Page 1 of 4 Issue Date: February 15, 2018 Effective Date: July 2, 2018 Case No.: 18-04-1101 P LOMR-APP ore��=�Eti j Federal Emergency Management Agency Washington, D.C. 20472 F�gND SF�J 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 18-04-1101P 102-1-A-C �- -Z Page 2 of 4 Issue Date: February 15, 2018 Effective Date: July 2, 2018 Case No.: 18-04-1101P LOMR-APP o�ca��Fti� Federal Emergency Management Agency _ Washington, D.C. 20472 ��qND SF�J 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. 4001-4128, 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 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 102-1-A-C Page 3 of 4 Issue Date: February 15, 2018 Effective Date: July 2, 2018 Case No.: 18-04-1101 P LOMR-APP �eneT,y °' Federal Emergency Management Agency zU6., x� Washington, D.C. 20472 qk 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 LOMR 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/nationa1-flood-insurance-program. Patrick 'Rick' F. Sacbibit, P.E., Branch Chief Engineering Services Branch Federal Insurance and Mitigation Administration 18-04-1101 P 102-I-A-C Page 4 of 4 Issue Date: February 15, 2018 Effective Date: July 2, 2018 Case No.: 18-04-1101P LOMR-APP O T Federal Emergency Management Agency Z h Washington, D.C. 20472 ND SE�J. 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 littps://www.floodmaps.fema.gov/flim/bfe_status/ble_main.asp LOCAL NEWSPAPER Name: Pahn 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 http://www.fema.gov/national-flood-insurance-program. Patrick 'Rick' F. Sacbibit, P.E., Branch Chief Engineering Services Branch Federal Insurance and Mitigation Administration 18-04-1101P 102-1-A-C o .� W7—A.V.A99 odElevatbn(BFE) With BFE Or Depth 7onc AE, AD, AH, VE. A R J SPECIAL FLOOD HAZARD AREAS �Regulatory Floodway . XN�F, �� Palm Beach County ® 0.2% Annual Chance Rood Hazard, Areas '� • •_ Unincor Uralted Areas Of1%annual chance flood with average P depth less than one foot orwith drainage PPLM C� �` 12019r2 areas of less than one square mile zone x Future Conditions 1%Annual t Chance Flood Hazard zone x l; OTHER AREAS OF Area with Reduced Flood Risk due to Levee FLOOD HAZARD See Notes. Zonex HARBOR r RIDS ZONE AE NOTE: BASEMAP IMAGERY WAS (.EL. 5) SCALE OBTAINED FROM NAIP IN 2016. _ - ♦ 1 Prolectlon: 11A ZONE AE NAD 1983 HORN StatePlane Florida East FIPS 0901 Feet \ INTRACOASTAL western Hemisphere: Verttcai Datum: NAVD 88 CIR REVISED , (E-'L 7i 3..,. N cinch-500feet 1:6,000 Village of Teques_ - ° 2so soo ',°°° A EA Feet 120228 i r ZONE VE D 75 150 300eters NTRACOASTAL CIR E NATIONAL FLOOD INSURANCE PROGRAM m =LOOD I` = - - -- p PALM BEACH COUNTY, FLORIDA a^ ,a w 6- and Incorporated Areas \y\y``,,����''``�i11 PF.r- r WATERWAY �m w c PANEL 179 OF 1200 \ 9, RD G C COMMUNITY NUMBER PANEL SUFFIX IUPITER IN LET COLONY, 125120 0179 F WATERWAY TOWN OF RD - _ a-. 6L JUPITER, TOWN OF 125M 0179 F PALM BEACH COUNTY 120192 0179 F C TEQUESTA, VILLAGE OF 120228 0179 F j co REVISED TO � P REFLECT LOMR w ,`� • �%',��~}, ZONE VE EFFECTIVE: July 2, 2018 Q ► ` �� `EL VERSION NUMBER w 'PEBBLE PL Tn ° 30 upT e nui�d 2.1.3.0 MAP NUMBER - 12099CO179F EFFECTIVE DATE COVE RD A. OCTOBER 5, 2017 �t�! . �L �tr- 'PTC • • • • • • • • • • • • • • • • • • • • 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"' 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 information. P, RICc� Xda4 �. No 45359 ardi, P.E. x•p ;XZb Project Manager 13 ; FsSTATE OF W� Attachments ,, ••..O R 1 ON,�� 0i%0N Al' MM%%% any questions or need any additional 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 copies. Letter Perko QueuiagAnalf, is 17-0687-30-1Pinder Troutman Consulting, Inc. Attachment 1 Sea Glass Peak Hour Trip Generation Er_oXg§gd AM Peak 7/30/2019 Tripgen 17-068 7-30-19 ITE Time I Trips Pass -by ew Trips Land Use Code Period Intensity Trip Generation Rate (1) In I Out I Total Trips (1) In I Out T -Total Multifamily Mid -Rise Housing 3-10 Story 1 221 1 Weekday 21 DU 0.36 /DU (26/74) 21 61— - 8 21 61 8 Propffled PM Peak ITE Time — Total Trips T_ Pass -by Trips Land Use Code Period intensity Trip Generation Rate (1) In I Out I otal Tri (1) In Out Total Mulfifanfily Mid -Wise Housing 3-10 Story 221 Weekday 21 DU 0.44 / DU (61/39) 51 41 9 0% 5 4 1 1 1 - I PE2Med Saturdly - Peak Hour of Generator ITE Time Total Trip Pass -by Trips Land Use Code Period (2) Intensity Trip Generation Rate (1) in I out I Total Trips (1) In I Out I Tota Multifarnily Mid -Rise Housing 3-10 �tM 221 Saturday 21 DU 0.44 /DU (49/51) 41 51 9 f— - M6 41 5 PEWsed Suncloy - Peak Hour of Generator ITE rime I Trips Pass -by ew Trips Land Use Code Period (2) Intensity Trip Generation Rate (1) In Out Total Tri (1) In Out Total Multifamily Mid -Rise Housing 3-10 Story 221 S; 21 DU 0.39 /DU (62/38) 5 3 8 0% 5 3 8 1 1 1 T_ --I- I (1) Source: Palm Beach County and ITE Trip Generation 10th Edition. (2) Use trip generation rate vvith caution as project intensity does not fall mvithin sample range. 7/30/2019 Queuing Analysis 17-068 7-30-19 Attachment 2 Sea Glass Entrance Gate Queuing Analysis QUEUING ANALYSIS Residents Visitors PM Peak Hour Inbound Traffic - Demand Rate (q) 4 vph (80%)' 1 vph (20%)' Service Rate (Q) per lane 210 vphl 115 vphl 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 (q/N*Q) (p) 0.02 0.01 Qm Value (from Table 8-1 1)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 ISTORAGE PROVIDED 3 82 Feet 48 Feet ' Source: RK Engineering Group, Residential Electronic Gate Service Rate Study, June 2017. 2 M = J[Ln(P)-Ln(Qm)l/Ln(p)j - 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. AxRE."KI 10 • CALCULATED CB.S. • CONCRETE MOO SIPUCIURE C1LB-• COYISSgNERS•HHUIES BOOK CW • CONFLICT UGHJLE Ease • CONCRETE IKl • ICED m .• FIRE HYMMI HO. •FOUND F.P{. • FLONA PaWER I LOT D. • RM PPE RV. • IH[RT LIP Rm ROD LB E E15HESS U5,-t .S. CH1IC lN0 AAVEYNO LP • LOT PO[ Ls • WEARR: SUOEr I., • LLA53xIFo Y.H.W. • WAN HO WATER WAL • MOHALNT OR 01 IA RECORD BOOK m• PLAN •BmK R -K P.RA. PEINNENT REFERENCE ,NOxuExr R.O.W. • WENT CED CO RCP . ROAD PL D CONCREIf PPE IS, • RDA) RAI Bax Sr • STOP YP • STOP RY POE 9H • - WTH Y.WILL eDO 5Hkf • TORN WWN BCLI IEIEPaaH. 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CM,Itic—rslru,em c„nal'w ,rcwMd w O.R.B.9%L 19. 15 • IL I h tom al i[maA POWER I ICHI CUPNNT, rttwdM n alFxa Re,wH Boa 4 Pm W,Pe9e 73. • R. RHlrkta h0A 8. ML Pg Hot ATLANTIC OCEAN INTRACOASTAL WATERWAY COASTAL CONSTRUCTION CONTROL LINE (P-B, 80, PAGES 137-155, AUGUST 22, 1997) AND RECORDED IN O.R.B. 9951. PAGE 85 ___ �'SJ'SJ. BLOWING ROCK CLUB CONDOMINUM (O.R.B.1664 PG. 763) CUNNINGHAM COURT (P.B. 36, PG. 67) SEE SHEET 2 ADDRESS 1550 BEACH ROAD. TEOUESTFLORIDAFLOA The South 67 lest Los rr,eosued al e I males) of Lot 186. of COMEZ GRANT and JUPITER ISLAND, as recorded n Plot Boak 1, Page 80, Public Records of Poke Beach Comfy, 1"1*LESS THE RUghl-ol-Wayy for Stole Road 707, os sane is shorn m Rigltl-ol-Noy recorded n Rood Plot Book 2, al Pages 70. 71 m0 72, Pubic Records of Pads Beoc Canty, FMrido, also known a,: AN of CUMANGHAM COURT, occur to the Rot thereof, recorded InPlotBook 36, Page 67, of the Pubic Records of Palm Beach Comfy, Florida. 1519•irtTE Fez-96� "�---- N2Y 5p'01.2"W 391.69' COASTAL CONSTRUCTION CONTROL LINE (P.O. 36. PGS. 91405, JANUARY 17, 1979) ATLANTIC OCEAN PROPERTY DESCRIPTION 1 201 100 0 200 400 I CRPHIIO SCALE IN FEET 1yyyy SCALE: I" 2C0' ii 1 STATE ROAD NO. 707 — - IS W BEACH ROAD 7 _________/_________/________/11592'________________-0__________NI4'Iy01.0'W 9JB.IN 201 100 0 2f0 400 zj GRAPHIC SCALE N FEET SCALE: I" • 20V -"o------�. ------------- 874.34' S16.20'17"E 1083A0' 1 821.72' ------NI7.57%-F* pgl Wt� 7 ADDRESS: 1500 REACH ROAD, TEOUESTA FLDRIDA Parcels Unil 01 of BLOWING ROCK CLUB CONDOMINIUM, o Cpn jaw kUm, occ«dng to the Declaration of Cmdar, ri o Ihereol recorded n OfficodRecced Book ,Pogo 763. of the Pubic Records of Palm Beach Canty, Florida. and my amenmnenls thereto, together with its mdvided share in the cannon elements. Pnrcel2: Ulit 02 of BLOWING ROCK CLUB COFDOW*Ai. o Cmdminian, acco"it' to the Decloro':m of Cmdmiri- thereof recorded n OflicxdRec«o Book 1664, Poge 763, of the Pubic Records of Palm Beach County, Florida, a1d my amendments thereto, logetW.. With its mdvided share in cannon elements. Porcel3: Unit 03 of BLOWN ROCK CLUB CONDOMINIUM, o Cmdomkiva, occorV to Ins Declaration of Condalriiva thereof recorded inOfliciolRecard Bah 4, Page 763, of the ?ubk Records of Palm Beach Conty, Florida, and my amendments thereto. logelher with its ar,dvided snare n the car -En elements. PEACH /: Uvil 04 of BLOWING ROCK CLUB COMDOYAMM, o Condolrirwm, accordng to the Declaration of Cmdolr in thereof recorded n OflicialRecord Book 1664, Page 763, of the Pubic Records of Palen Beach County, Flarida, ads my amendments thereto, together with its mdivided Share n the comnan ekmenl9. Porce151 Unit 05 of BLOWING ROCK CLUB CONDOLLNW, a Condomilim, occorcing to The Decloralion of Cmdarelim, thereof recorded it OffcialRecord Book 1664, Page 763. of the Public Records of Palm Beoc Comfy. Florida, and my—ndmenls (hereto. together With its undivided shore n the common eltrnenls. P-06: Uit 201 a( BLOWING ROCK CLUB COID0111EA1, o Corulm, ern, acE" to the Decl«alnn of Corldoeir ch thereof recorded inOfficial Record Book 4, Poge 763, of the Pubic Rec=, of Poen Beach Camly. Florido, and Orly or—dmenls thereto, together With its mdvid d share n the carlmon elements. Parch 71 (Alit 202 of BLOWN ROCK CLUB CONDOMINIUM, a Cmdomeun, accord" to the Declor60an of Conclanlilim thereof recorded in 011nialftecord Book 166/,Pogo 763, of the Pubic Records of Pd. Beach County, Floride, arM my arnenarroms Iherelo, together With its undvided share in the calKnon elements. Parcel B: Lkit 203 of BLOWNG ROCK CLUB CONDOMINIUM. o Cargomiim, occadnyq to the Declaration of Condmilium 'mthereof recorded Official Record Book 1661, Page 763, mfy, of the Pubic Records of Pokn Beach Court oFlorida, and my aroen6menls there a. together With its undvided shore n the Common elements. Parcel9 Uil 204 01 BLOWN ROCK CLUB CONDOMINIUM. a C.Idmirium, --finy to the DMarolion of CmAanilium thereof recorded in Official Record Book 1664, Page 701, of the Public Records of Pokn Beoch Co fly, I'Wida. anal aly omeMments thereto, together with its und9ided share n VE colnnm el —Is. Parcel 0 Lkit 205 al )LOWNC ROCK CLUB CONDOMINIUM. a Condomim iu, occordng to the D,dwotbn of CwWwrluimn thereof recorded in Official Record Book 166/, Page 763, of the Pubic Records of Poker Beach Comly. Floido,-d my amendments thereto, together with its endvided share n the com w de rents. THE CONDOMINIUM UNITS DESCRIBED N PARCELS ITHROUGH ID ABOVE ARE SITUATE ON THE FOLLOWING DESCRIBED REAL PROPERTY: THE NORTH 1)0 FEET OF LOT 187, COMEZ GRANT AM JUPITER ISLAND, ACCORDING TO THE PLAT THEREOF, RECORDED N PLAT BOOK I,PAGE 80,OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. LESS THAT PART DEEDED FOR STATE ROAD 707, AS INOFFICIAL RECORDS BOOK 915, PACE 43. C.C.C.L. MONUMENT 09/19/2013 (F.B.649 PG 18) HELD PI13LISHED VALUE: N"959,556.841, E•955272.925 MEASURED: N•959,556.959,E•955,272.719 -0--0 SURVEY REPORT 1. THIS IS A BOUNDARY SURVEY AS DEFNEO N CHAPTER 5J-17.050, FLORIDA ADMINISTRATIVE M. 2. LEGAL DESCRIPTION AS PER TITLE COYTMENTS LISTED BELOW. 3. COORDNATES AND BEARINGS SHOWN HEREON ARE GRID AND ARE BASED ON THE NORTH 4. THE SUBJECT PROPERTY LES WITHIN FLOOD ZONES VE BASE EL•IO(HAV088), ZONE X: AREA DETERMINED TO BE OUTSIDE OF THE 0.22 ANT" CHANCE FLOODPLNN AND ZONE %:AREA OF 0.22 ANNUAL CHANCE OF FLOOD. RATE MAR NO. t2099C0179F - EFFECTIVE DATE OCTOBER 5, 2017. NO SEARM FOR ANY MAP AMENDMENTS OR REVISIONS HAS BEEN MADE BY IH6 OFFICE. 5. TONAL AREA • 78,605 SOUARE FEET OR 1.8045 ACRES MORE OR LESS. 6. EASEMENTS AD/OR RESTRICTIONS SHOWN ON THIS SURVEY PER STEWART TITLE GUARANTY COMPANY COMMITMENT NO.17000750426 DATED JULY 13 2017 AT 810D A.M. COMMITMENT COTMENT NO, 170DOIS026K DATED AUGUST 21. 2017 AT 8:00 A.M. 7. THIS SURVEY FALLS WITHN THE SUBURBAN CATEGORY AS CLASSIFIED IN CHAPTER 5J-17.051, FLORDA ADMINISTRATIVE CODE. ALL FELO-MEI811RED CONTROL MEASUREMENTS EXCEEDED THE ACCURACY REOUREMENTS FOR THIS CLASSIFICATION. 8. ELEVATIONS SHOWN ARE BASED ON N.AV.D. OF 19W AND ARE REFERENCED TO TIDAL BENCH MARK "U 308". ELEVATION • 16.97 N.AV.D. OF 1988. 9. THERE ARE NO V68LE WETLANDS ON THE SUBJECT PROPERTY, 1GjCOPYRIGHT 2010 BY LOBERG LAD SURVEYING, INC. HE SKETCH OF SURVEY AND SURVEY REPORT COMPRISE THE COMPLETE SURVEY. THIS SURVEY 6 NOT VALID UNLESS THE SKETCH AND REPORT ACCOMPANY EACH OTHER. REPRODUCTIONS OF THIS SURVEY ARE N07 VALID WITHOUT THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER EMPLOYED BY LOOKING LAND SURVEYING, INC. TO IUBDERRY BEACH ROAD I.I.C. A DELAWARE LIMITED LIABILITY COMPANY: STEWART TITLE GUARANTY COMPANY.A TEXAS CORPORATION, ITS SUCCESSORS AD/OR ASSIGNS FLORIDA COMMUNITY BAD, N.A. ITS SUCCESSORS AD/OR ASSIGNS THIS IS TO CERTIFY THAT THIS MAR OR PLAT AND THE SURVEY ON WHICH IT 6 BASED WERE MADE IN ACCORDANCE WITH THE 2015 W*" STANDARD DETAL REOUREMENIS FOR ALTA/NSPS LAD TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 1-4 AND 7A8,11 (OBSERVED EVIDENCE), 15, OF TABLE A THEREOF. THE FIELDWORK WAS COMPLETED ON DECEMBER 17, 2018 DATE OF PLAT OR MAP: DECEIBER 17, 2018 LINERC LAND SURVEYNC,INC. BY: 'xap„wnuuHom, PROFESSIONAL NS PROSIOSURVEYOR HARPER FLORIDALOCERTIFICATE No. 36L3613 KNUSi NO43I36-GA1703(Al7-030-1IZI 7(112.06N 6I25a0193:11:46 PM 4 �y bvnv[ B ° \ •\ 5pS \ H AF +'150 SET G 6 \ ^TRAVE LS + 4' 30.3\ + --faw sle'I.R.acw •Le aa3r S89°41'4 oW 51.96' _______\ ------------ c------ S25'15'47"E tur LAers a dr � j3 YAYCROVES OS/OB/2D8 MEAN HIGH WATER LINE - LOCATED JUNE 22, 2017 ELEV.•o.13 NAVD a 12W 1 �r tOCArgN a SIRIEaaI 1 NORK LIMI UI 10III0 DDOfN 1 MAIL KNB, PG. 3251 "Tt P0167) '0+ JIA'°SnC1gXI1 LBE As fLKSEO Rr OrKaS OS1%1208 N50 EAST tY15 U' NMtGa0VE5 P N p\ Ss6-imP-W ` fro.IRAc/R 'u paEw+ to 1s/r — s � y .JOS.os4• SJyA. F.GEYIRI-/ ' Oa IQRB.I638, PG.%11 � J o�w o1, 1+ � �. ' 1 .Ru A `, S31° G6'09"E 4.90' UTH QUARTER CORNER TIN 3 86.() 0/O N•9 4 0790 E•954164.2740 PBC COORD.83/90 ,SIIBLRIHG `POCe CLUB `T coxoaY!M ' 19.aB. BM,VG. ]fill ^ fA\ + 1 \ i � ` Rq F 1 Rt V 99 1+1 1 +1 4 ` 0 FM ' CpIC 1 AiENT N•9%181.64 , E•956211.){ R°W PDAMAR[ ai�ro vortnxt � .....• ••� °—��• 1� btu CUNNNGHAM COURT IP.8- 36, PG. 67) LOT I u *sv1Lu ems[ No o.x Q `\ � , TRACT 'A" rRrs �'+ NYa Zama 1 * v 1 u«I �C1p1f T 2 RYRu l o\ jai l `•• ", °OLD. �1 ` O Z 0\g OO _6 m10pa`JT/`1.-u. $' e e9owM i 1r\ god\ I � •' �sw \ /foLae s/6-IR Acw •\ IISY p / LB fIB.IRLCAP 1 1 FLOOR ELEVATIONS SHOT 12/15/2017 FRONT OF GARAGE • 10.83 BACK OF GARAGE 10.92 STEP UP AT BACK OF GARAGE • 11.31 GARAGE CEILING • 22.26 F,,SHED FLOOR UNIT 105 • 14.49 CELING UNIT 105 • 22.40 FINISHED FLOOR UNIT 205 • 23.59 CEILING UNIT 205 • 3L81 1+ n '1 mF :4R ,' o •a g ' ` ^7HIO,o RENANDER OF LOT 186 OWNERS PALM REACH COUNTY (O.R.B. 3033, PG. 753) SURVEY BEARING BASE N89°41'47"E 463.35' :X a"' 4 1+` r LOT 4 s6rr a r I' L0; 5 ROT 3 187 ' NORTH LINE LOT '1 •.--•••- 111� 145 a 1,, 111 IlGOYEZ GRANT AND JUPITER HEARD I, P I% i (P B.) %+ `1 Yr 11 , 1 1 1 "YACELLAVLB 1s11 ' 1N?9563H.89— ---•---------- IO.R.B I618EPC. 11651 ozos,o.orR 51.96' \J 51.96' ` f c 152.80' 9 �u tV rsanxEBx enL- 4111 Y8 B5/CRAM FJU1bLICCEBv`O1NEa5 ,M \ �9 � f•936265.%+ + fw Pexrco PA; 0!/08D1208 /LSO C/St LYtS a YMRADV[5 All AE ETT e L84 \'\ ETL. 1 -g EL.•4. NAVD I88) sA p \ ¢ fp \ 422.76' 0 20 10 0 20 40 GRAPHIC SCALE IN FEET SCALE: r' • 20' I MONUMENT NOT FOUND R-5 MONUMENT N956498.536 � S22' 50'01"E 7.49' .,I �YatUANI l8 I204�ROeJ[x_tt ♦�3 `1 c "1 P°'06° n't'acwt iGA �1 ' an4 o \)NA i 62 i 570° .3-5\�3"W 35, as LOT 6 L..x $i `, I? ♦ \ wt L..R tN v a_�L 1 JWNS%\ `` IrtDtR.R4t 11 CUNNWGHPN COURT I (PR. 36, PG. 671 11 � � fre.a'7ca+c� uuAvfxl -La z2a• 1 �� S35°2410"W 111 10.67' �� 14.31' 1� �. FL own ' _ 9 • `S22.10'13"W o[/ 15.75' r a Iws `,w > U RYry.R BUILDING xE �pX Z 1 " —1 zo 7? �'A c+aroE � rf[L[.•lo,, H s °uN.i�ns.zos RAF � �o b �' ci I 2745 SO.FTaI'mK aoRlu aaat cLls caBalr.1 � a a z i � `° .No \`\ .N - - - - -- --- cauEz GRANT AND .tn'o o I %M zR' OR \ creL n•64 [ z r;[ v.9w M.a :T JUNTER ISLAND IP.8. 1, PG. 80) 1 f F f [i11 o s1ARs 8r f[L ba U,�E �\ M1. / mltV L & / [�nf� I , r m------- — 1 -- --L-------P-4 • 19 102.66' 10.53 1 ° "° m . 137.03' 500°49'46"W 589° 41'47"W 403.02' -0GdE s ' R.r»ow R 1• ° A $ : , s.12' ' • • ♦• • faR851CIR eCM . 14 1- J $k 1 I 1 1 I 1 F LOT 187 in�i L 1 1 I i 1 `1 i i 1 1 `I SOUTH LINE OF LOT 187 1 + '1 MONUMENT NOT FOUND 1 `I R-6 MONUMENT / N955877.029 ` NOT TO SCALE 1 KAUST'304WI366T17-W 017.0368-112,17-03OB-112.DGN &2612019 3:1129 PM T t EX. 8" AC WM \ \ \ \\ \ \ \ (TO REMAIN) \ \ \ \\ PROP. WM CONNECTION \ \ \ \ \\ \ \ \ DOUBLE G.V. & \ �j, \ \ \ \ \ 8 X 10' REDUCER m i� + 1 \ `\ FOR PUMPING STATION \ \ \ \ % aau� EX. 6" PVC FM \ \ a ` \ .es A�\�(TO REMAIN) \ \ W/IN LRECD EASEMENT dl`9cpcnaw. ux[ AS \ \ PROP. 10" C.V. _—�� `t Eroxt VETO vnn,�seO AE 7 ---� - fu0.ip BY OnERs EHatw X Frcgoic0 AE _.____ m mie use STUB OUT --� \' pN' Lonw \ •° usr �irs/v- uuuNWs \ FOR FUTURE a wv-�s \\ ` \ PROP. LRECD EASEMENT ............ _ ____________ ____ + CONNECTION re•ao \ \ PROP. RETAINING WALL (BY OTHERS) (BY OTHERS) PROPERTY -,�.-- \ k _ -}+e--- - -- r- .._..... .y...._._../ \ r' r 590 .. --w ssowti:'•-----------------------------------......---------- -- ---)\, y9-,--- ---y--- -•;! r - - _ --- PROP. FM \ s.eo s.aoi CONNECTION o \ \111 - -\ ✓� yp I \I. \ \ & C.V. \ yERy�E 5.30 \ \ \ PROP. SANITARY SERVICE + + 4.30 COtllif —�J \ ~ 5.90 TO COLLECTION MANHOLE \ EX. 8" AC WM-y�... 5.so TO BE ABANDONED A PROP. FM PIPE \ Z� {_ \ \ \ \ \ \ +Y PROP, 8' WIDE \ \ ')\ GZ \ SIDEWALK/PATH \ \\ \ +^\ \ p 5.85 PROP FIRE LINE W/ G.V. SLIDING SECURITY GATE 1 1 A 'y O PROP. DOMESTK WATER 1 PROPOSED CONDOMINIUM ' \ n I n \ PROP. 10' Ply WM \ 4 4\ rs \ LINE w/ G.V. & METER gr 1 LOWER LEVEL F.F. ELEV. = 8.5 N.A.V.D. ( 5.8o PROP. U77UTY EASEMENT ' _ _ 1 +p .1 PROP. 8" wM o* a d Z 1 C \` r ts.� E.Embrr 1 & G.sV as'• \ — - sQ —I - s° y? — - e9 y1 - 11 .It 39 yA g� y9 �e I �I P� I y 5 s 1 (aaa. t6A m act) J �' 1 \ \ / \ PROP. F.D.C. PROP. 8' WATER MAIN (TYP) �`\TO I �u a'rlErs.Eu z3s -, y* / + y yam � '1 •I PROP. 8' WIDE J--`-,� �, FLOOR DRAINS WIN PROP. 10' UTILITY EASEMENT SIDEWALK/PATH \ \ \ \ (BY OTHERS) y9 ys or a .y r� zzo a it � (� zso _ 1 1 II PROP. F.D.C. FOR DRY LINE !!! p FRE SYSTEM ON DOCK r�\ �\ \ t, yy \ la TO FLOOR DRAINS _ (PH. 2 MARINA IMPROVEMENTS \ (n \ r 6 GO -. • 6.9a Y 1 (BY OTHERS 1 \ 1 g UNDER SEPARATE APPLICATION) • 1 \ ,. s J G " e. ao • ) a a q41 rF G WODD DOCK '\ �\ \ \ ` \ �,� \ ryp/ \ it ,J 660 J, / \\ e.� 6.25 1 e.ao 8.40 BUILDING OVERHANG \ ° .__� I'. L._._ )06�� / E 7ti zoo y\ \ ` \ �� �'s\ s.lo\ "' 6.so 1 8.2s 6.ao 1-- ' PROP. UTILITY' ` ,�\ \\ —1 ! \ p,\ cue\. V �\ 6.0o e e.so _ _ a$ r t EASEMENT (� \ \ \ y \ `.._ \ .. �s zoo �� / \l�/// 6.za. _r_ 1 I_ -I_ �_ ��_I J.. ! za \ `� caDICWE — PROP. 6' G.V. & FIRE HYDRANT ` �' ^+ (la v OF. mme ` _ 8.05 8.50 1 - A.f o (PH. 2 MARINA IMPROVEMENTS \ \\ Q 4.a0 u i u ].20 ].60 y.IE,FL t ( II _- b UNDER SEPARATE APPLICAMN) \ � .`r.'' ' �•�G.\- 1 dl`\ . !1/A�u v+ I 8.a0 ` r° \ \ \ 1S \ \ a \ D zo0 630f ,p i^` \`` s\ y \\ \ \ PROP. TYPE F CURB \ /' 620 \ '� MEAN HIGH WATER UNE' \ \ \\\ — \\ \ AND GUTTER (2') \ I�p s ` V. 1 _ Y+v 2 ✓ ` _ LOCATED DUNE 22, 2017 ! \ \ EIEV. 0.13 NAVD OF 1988 \ PROPPROP. WM CONNECTION. PROP. 7' BIKE LANE y-4 G.V. & 8 XIO' REDUCER \ SPROP. 10' TUB OUT G.V.I �0 \ A Sir \ \1 \\ PROP. STORM —'A(• `\ \ A £ FOR FUTURE t. G $ \ \ \ PIPE (TYP) Tn 0 \ \ \ CONNECTION 3 �ec�=� \ \ PROP. STORM (BY OTHERS) �^ \ r` \\ INLET (TYP) PROP. CURB INLET & 14\ CONNECTED STORM R BASIN CONTROL STRUCTURE xasdcn s EX. 6" PVC FM \ V g o\ R (DETAIL BELOW) EASiO a 0�`F YNafA01Es m` \ (TO REMAIN) 'S6\ $AC \ \ g\ t6a\ \\ \�(TO REMAIN) N1\ \ \\ $ \ i w w LOCATION MAP N.TAT. MIR ITRi(p�@d'%idn yF 1 Lruu `a..am 1 -. ✓ 8 00 t a.a0 1 yP T nsua�iac Gse�ar+r (Qrte 1NB, PG 1166) TYPE D RAISED CURB 1 ZL� O PROP. O.V. & FIRE HYDRANT (TYP) 1 r- W/IN PROP. UTILITY 1 li�'� EASEMENT PROP. FIRE �4 I mSr" g LANE NO PARKING SIGN (TYP) 1 e cq 1� \ 1 SIDE BECTgN VIEW PROPOSED STORM BASIN AND CONTROL STRUCTURE DETAIL N.T.5 i PROP. RETAINING WALL (BY OTHERS) 1 ? 1� IS� 1 GRAPHIC SCALE 0 . 10 20 40 "= D 1 1 1 u O = PROPOSED WM GATE VALVE o.00 = PROPOSED GRADE = PROPOSED FIRE HYDRANT ----------------------- = PROPOSED GROUND CONTOUR LINE y" A A = PROPOSED FM GATE VALVE = PROPOSED OVERLAND FLOW PATTERN = PROPOSED STORM CATCH BASIN = PROPERTY LINE AND R/W LINE 00 ® = PROPOSED STORM CURB INLET m— = EX. WATER MAIN ao = PROPOSED SANITARY MANHOLE = EX. SEWER FORCE MAIN U . = PROPOSED WATER METER — — — — — sa — = EX. STORM DRAINAGE IT'S THE LAW! PROJECT No. VERTICAL DATUM 17-1179 ALL ELEVATIONS SHOWN ARE IN NORTH AMERICAN VERTICAL CALL TWO (2) BUSINESS DAYS BEFORE YOU DIG Mark Williams SHEET No. DATUM OF 1988 (NAVDBB) SUNSHINE 811 P.E 34944 C_01 PER SURVEY BY OTHERS Jul 24, 2019 R _7 NT Rs�E�—EI �r, SURVEY BEAR ll� FL�l I., ..ING BASE E-T N9A 8 41'47"E 463,35' PR 1) P L R ii LINE -----------oa -------- ------- ----- --------------- --- --------- ---------------------- ------ ---- ------- Io7l-I* I HIM 1111111111 .4 u I ------------ -- I� i X D (D ATLANTIC 1- 1 ,!� 0 43i 5' "IN ToQT0- ( OCEAN 0 '56' 4*W < j IY_D.cn �D A% F cy (2) G (2) o L------- f2'-,D' tIft I - G It 0 R29'-O o A� 0 Ic - - - - - - - - - - - - - - - - r - - - - - - - RES-w -- o o . sr yi -------------- A ----------- 7Z -------- --- ------ ------ - ----- - -- ---------- , ---------------- ------- ----------------- m,-5! . �x I ------- ------------ 043.1'4 o/p W02 --- ---- -------- ------------------ T INTRACOASTAL ffflL PROPERTY LINE 111*41'11"W 411*18' WATERWAY It, z SITE PLAN NGRTH U as U SITEDATA WAMUANAMIENT TRUCK mmnNUE_i PROPERTY LIKE J EXISTING LAND USE --FiTEDiTim DENSITY RESIDENTIAL tONTEN.kNQSTAWROLLSOUT DU&fflITR S EXISTING ZONING I R-3 MULTIFAMILY RESIDENTIAL To ORIVEWAYIEIRNING OFTIWTI PICK-UP NINE (9) STORY RESIDENTIAL CONDOMINIUM STAFF ROLLS 'DUS1P5'IFAS TOTAL ENCLOSED AREA 131,391 SF T.MEET FIXAPPROAnIES TOTAL SITE AREA 77,366 SF (1.77 ACRES) FOR—sHm up ALLOWABLE DENSITY 21 UNITS (12 UNITS/ACRE)LLI PROPOSED DENSITY 21 UNITS (12 UNITS/ACRE) NIAXWUM BUILDING HEIGHT 101'-0" ABOVE TOP OF DUNE i L ---- DI hIPST M STORED PROPOSED BUILDING HEIGHT 101'-0" ABOVE TOP OF DUNE GARAGE LEVEL IN LEVEL I TRASIT ROOlf ALLOWABLE LOT COVERAGE 27,078 SF (35%) PROPOSED LOT COVERAGE 26,045 SF (33.6%) OPEN SPACE REQUIRED 30% MINIMUM j > v R4 �^ $$ - L MSiY$0.91N y \ Myiy 50.g\N VJ O 11J ayv.1` OO u�. av 10"I S i0l Oil 9 y _ 50,9\N 50,91N yy iL/ yy iL\ 3 g g b g r z S 10 ro Iv orb ❑ pE� u ❑ o�A ❑ g ti a ❑El y a 9 c � o and ❑ -- �n ❑ z N � o O � N o J W 26B' v 2- i® > z z y n < A p r � S a a m 3Ov 4a YY _______________________________________----------- ------------- NORTH y> PROPERTY LINE v r $ q E� __ tz V rn� y g t � s � m m m m m m m m m g o� o» 3= -------------------- _---------- -------- _____________ ac SOUTH PROPERTY LINE ; > c is ROBERT M. SWEDROE SEA GLASS ARCHITECTS PLANNERS � ~ O 1500 BEACH ROAD I2WU BISCAITJE BOULEVARD. SUITE (u2 MIMII, FL :ildl PHONE 005)891-2555 FAX I,o.,xYl_Z9,5 TEQUESTA, FLORIDA `N078: LINES SHOWN IN PRIVATE GARAGES ARE DRAWNTO SHOW COLH�LIANCE IITITi CII'S'RE IREAH:MSPOR OFFSTREET PARKINO SPACES, S"IRIl9lC.NT1'F@, THE Q,1, PM'ATE GARA4S PILL NOT BE NP.CESSARY AS TIIE N'ALLS COWTRUCLFD BEfN'EEN ` OARAOGS WdL iTEVENf CARS PROM PARKING OII'IxIDE OPDESIMATED SPACE. PROPERTY LINE \ :q R NHOD 4WA ORYMUMIRESETBACK � 0 0 ___ __ 11 w f rs:uswnlx nnrr:Ix�uxrr.i rorwa: 1 \ IIe�D� Illr 1 c---- -------- -- ----- --- 0 - ----- ----- --------------------------- - ---- -- O tA7OCEAN n W oBEx v_l O O O O ITO PROPOSEDTor lU'-0" log-0• PRONLEABOVE� nPICAL` ; �• 16'MDE DMT AISLE , I 1 rz, 1 , N•SIMTW yLo 1 ENIRI'LOB 1 12'-0' n10'-, 10.-0- - r 1{ ' I �(`-�{ Q r R29'-0 + !ti't1 °��° W t4 1,BUdDD1D CANOr, ; ` 1 z d P,I((1,\BO Ell .l `-------- — —------------------ _ \ O'Cr cep lR \ J-' L�J1 1� z 5 9 ! I18Y+- 1 -, MG '.0'WRNiDRI\'E.USIE �� i$ I CAM R13'-8' ° o a S� Box-------------- } 1 ✓✓ b, N �. _ = l In v. L --- - _ = -- -V - -- ---------- - - M1SR _ --- la A,'(F SOR UCIIHIE SEI9ACK 35.cx1' PROPERTY LINE x ! it o \ � o 1 , GROUND FLOOR LEVEL 1 PLAN NORTH ENCLOSED BUILDING AREA = 23,247 SF COVERED BUILDING AREA = 25, 325 SF ENCLOSED CABANA AREA = 720 SF ORANN —MO 7-23-19 scuE 1/16"=1'-0" ,roB xo. sxLer e ROBEItTLL SWEDROE ARCIIIIECfS-PL\NNPRS..W. P.\. A�:IR14 ®, A!C ��' ��lR ]i Ma0 NOQ WSAIL 7�0lf.T AA T® IlYI\L L 1-2 ABC IR ALL RIGHf5 RE EAVLD -n19 �T OF ROBS'IL� WAL-MAMWA ANM M M M �HCmI CWGUWMK M E03MUI KD/ MM ADIIT.= LN WMMMCA=Ai!M= PROPERTY LINE • — - — --------------- -------- -------- ------------------ -------------- -- ----- - -------- ----------------------------- 0 i DY Hill IF-jFM ------------- - -- ------ ---- - - ------ A --------------------------- I -- ---- 0 o 0 OCEAN kr) a' DFr "�'�. �"'" �tiw oUlnF:C3xRluR � � i' `III HcTI•NNfE1S;RS '� �v a ---------- ------ BEACH cn B--------------------- 3950 SF I ir -------------- ---------- -- 7 - ---------- L---------- 1 0 ROWI 17i II Igo 'T ----------------- I 000 0 MEM — — — — — — — — --- 0 BREv 3950 SF 3,060S.F. 0 0 0 0 0 < 0 ---------------------------------------- ------------ --------- - --- --- ------ -- - -- -- ------- -------------------- o ---- -- ------- -------- -------------- -------------- --------------- --------------- u ---------------------- J T--ll F. 35.W PROPERTY LINE lu� 0 u vs LEVEL 2 FLOOR PLAN NORTH ENCLOSED AREA = 13,762 SF COVERED AREA = 15,509 SF DRAMI CHEMM mx 7-23-19 doe No. sNEn FAMWFDRMAROM- A-3 PMMWT W FMW X MUM= ARM== PLOWMK Ay ?A T� UM PM TM MAUDUCTIM CMaEWUrMK M >f0®Rlai X W = MMR{,T PROPERTY LINK 1 ---_--________ 1�nf(FSSORY SERU[TURE SETUACK __ _ ____..__14 ____1i_____________________________.__ ___ W o________________________________ y x - __ __ ___ 0 ,t t 111 u 1' , _ t _ _ , OCEAN Q b Qo t BEACH I/1 d Ait �~F o 3800 SF B oi it 3950 SF -------------- 0 Zd ` 0 00000 _ F2' 0 r v , o - - l r--------® , D 1� a 5335 SF a,Ix,Ds.P. 1 En (S� � a ---------------------------------------------------------------- --- -------------------- --i ,V l i � t _ o cn lmnfcFssoRv slRaE-IVRt sernncx i V ww " 35.W PROPERTY LINE ` v \ n O a m i p Sr ,1 ,1 1 LEVELS 3-7 FLOOR PLAN ENCLOSED AREA = 14,037 SF COVERED AREA = 16,574 SF ORAIM CREmm 7-23-19 scut 1/16"=1'-0" ae Ro. arcEr a-4 R<�bGRT 11L SN'[DRDR ARCIIfIT<TS.1'I.ANNf:RS. AIA. PA. �i �'�' 1ffiE AIAU mom. >a �� Aao AiOd oY9NL l�omCf Alm t®18uAL t ALL RU:Ufs RPSURt'FD 2n1 � 1Kr=Y OF ■ W Y WMM ASMIS'm - KAMM AK M 7IMt mf IM l® I�ouOC7O( C3W'3= .Ri OR L@®PRt(13 Flht a MCI= AMMO 9 W 9IIS4 DP = MUM=. rz A PROPERTY LINE < " 0 po� t P4 o - ------- ------------------ ------- --------- i z --- ------- \ ---------------------- 0 u ------------- -- -- ------ -- ------ --- - ------ ---------------------------- — 0 OCEAN --------------------------------------------------------------- --------- ------------------------------ ------- -- -- -- cy ------- ------------------ -------- B-E-A-C-ff wO kr) ------------------ 0 5150 SF 0 w0 ---- ---- Li Li ---------- Q D 3,060SY, 5335 SF ------------ O 1 �' nn I w ------------ --------------- - --------------------- ---- ------ 0 W4 -------- ------------------------------- ------------------- ---- ------------ - ------- --- ------------------- -------- --------------- ------------ - ------------ ------------------------------------------------- ------- ------- ---- -------- ------------- u 9 PROPERTY LINE x ? 0 u �v\ Q S t A A LEVEL 8 FLOOR PLAN NORTH ENCLOSED AREA = 11,447 SF COVERED AREA = 13,561 SF DRANK CHECKED 7-23-19 SHEET A-5 f=WfY CF IMW K NWOM PUMMA Ay M M M M l— oar--fm)c= OR EWEIVJ= 11 N RIIICA ff PROPERTY LINE 4 i y la A(CE950RY SIHVCIVRHS ----- ' IF, uN w 11 0 r -------------- 9 EA i'; ,I _ ` W t --------- - ,, OCEAN � [t -----------------------------------------------------j i B-SA CAI- v� W t 5150 SF \ i ' pad 1 J ' LEt'EL B TIiRRA c'i: __ ®® --- __ I- •�fl r y td� O 3,060 SI:- 9 M n p O d - --------- ----- T ,1 0 0 5= ------ v -------- --- - ---- - o --' - - -- - - -- -- - - - - - ll � v. iZ Ia AC('FS, R UCIVRE Shl9A(R L C-' P 35.W 1'A PROPERTY LINE C) Ux 1` S 04 o r lI E i i LEVEL 9 FLOOR PLAN ENCLOSED AREA = 11,447 SF COVERED AREA = 13,561 SF orArm CHECKED MR 7-23.19 .roa No. SHEEP �j ROBERT S1. SNLDROE ARC11lEE('IS PLANNERS. AU. PA. 7w'�S7AN. E AM �' EOM FM 7� �r M AMM UMALL FRI An ME 12f AL [ a 1� V ALL RI(:NES RESERVED 2nEJ POI Q � U III AMCIM p - PLAMM AlA M I M IQ M I.'IO{ OQ31 =CK Q!$�l/ Z .R W X W = AM=== o �� � z o 'jo O-A S"j S, S LOL a oil o �z O �� 32' 0, 10, 0- ----------- --- --------- -------------- --- ------ ------ --- - ----------- r-F-1 rrT-T QI ------ -------------- - ----- ----- ------ ---- ------- - - -------------- --- 167'-0* . . ....... - - -------- Q ROBERT M. SVVTDROE SEA GLASS ARCHITECTS PLANNERS 1500 BEACH ROAD TEQUESTA, FLORIDA PROPERTY LINE ,\ o `\ I - � 1 \10ACCESSORY CCESSORSTRUCTUREYSETBACK --------------------------------------- ------------------------,`-L -------------- T. _-- ------ CD 5' SIDEWALK SLOPE DOWN (47) TO GRADE `\ II IIII 1 i UP ,II ` II IIII 1 El-t8'S1, \ 1 - -- ' ---- - \ 1- 1 1 PRIVATE — \ 2-CAR GARAGE / \ POOL DECK " 20' X 201-8" TYP. / \ ---sTO�RAcE aoO / O O O O --------------- ----------- I /---------------- ---------------- --- 10+s-s' '—O" 10'— PROPOSED TOWER PROFILE ABOVE TYPICAL 1 1 i I\ 26' WIDE DRIVE AISLE 1 1 ; \ i 1 — J 9'-0" 12'-0" 5-0" �1 ----- i -----7 ---- ----- ----- --------------- --------------- �\1 ----------------------- 1 1 i I I I ------------------------ It 1 1 1 P.EA I I i I MAIL 16 I 1'•. i i 1 i I I o 1 `----' I I 1 , 1 1 , 00------------------------ Il 12 13 I 14 15 1 1 1 ST.I 1 1 1 1 1 i T 2 S.E. 1 1 1 / 1 1 1 45, i R7"M00YIN b' 26' WIDE DRIVE AISLE OFFICE I 1 P.E.2 I PACKAGERM 1 I----------------------= / �` ' `- — �TRASH 1 j j 13'-9" X 10' I = 1 ------------------------ I----------------------- ----------------------- O - I 1 TWO-STORIt RECEPTION -------------- I i � 1 � 1 ENTRY LOBAY 1 ' \ o EL. +8'-6" 1 1 \ \ 1 I FORE CONTROL \ \\ 0 —i 12 —0 _ � 'cb ` 1 Ac we 10• x 20' 7 \ 10'-0\1 10'-01, \I 11 -- R29'-0 4 ; - ------ ---�- ----, -/ \\ 55'-6' \�� z BUILDING CANOPjI' 1` _ 1 \ \ ABOVE (20' CLEAR HT.) 1 1 1 \ 1 /---------1— —--------F-------- I----- - - - - - - - - - - - \ 82'-2" \I ) �SLI�ING i 20' WIDE DRIVE AISLE i O \\ CALL R 19i N GATE R13'-8" % i l8 BOX o - i ' \ = 1 0 -------- or---=-------- - - --- --------- - - - ---------------------------------------------------- --------------------- - -- -- - ---- 0 10' ACCESSORY`S TRUCTURE SETBACK o = o I 1 = o 1 PROPERTY LINE __ ! r LEVEL 1 FLOOR PLAN ROBFAT E1. S\VEDROR,V{CHIRCIS-FlANNERS..\IA, PA. lm � lffi! MO R� �wf✓ AO A IL IBM UN M I MULL OYSAIL ll�f .11m l� 18M1. ✓ ALL RIf.IRS R6<RRtTD ^.n19CMOMWCMK OR � 3 PIED== M1 AUnEM= IN VIM=:R•= AYA=a=. r1 TERRACE \ BIiDROOM 3 '� — — — — — / BATH I ° 12' x IS-G' (1 \ \ a O ° NORTH-EAST v u, / I FITNESS� TERRACE \ TERRACE/ CENTER \ RESIDENCE `(� Q H xl1' %LIEN BEDROOM 2 R. ° \ 3 BR / 3.5 BATH i--) WOMI'" \ + DEN / FAMILY RM. 0 \ 3950 SF 0 O' LAN.".I.C. % PIE(li S6-x1 LIN .((,1 SGRAND ALON 20' \ I f � (- -1 uIRD(IOR KRCHEN MEN I \ r — ! DINING (� / L---------J Qi. Ic .I.. �1 CLUB r-----I I MASTER ROOM r BEDROOM PRIT FOYER fiERs 22'x IT I KIPRITN meell P.E. 10-1•xe'a' ]u�-9-x14 F_ 12'-S" x 1(Y WARDROBE 1 \ xls I wARDRoxe2 I I 1 ST. I ELEC. _ J 01 4M(M O I 1 I 87S.E. T. 2 --- J asan —� ® ® /� O � "MIN ws w�(RDRuee2 — � wARDROBE I L IF I uexs L J — P.E.2 i IrFOYF,R- i Iq-s-x u•p' MASTER �I / BEDROOM L_J (� ,•xIT W rn a ------- DINING � ) W �� 16'x 14____ Ffy z oirm IRKRCREN / a GRAND 20• \ OPEN TO LOBtlY All SALON BELUw' w'.LC_ LIN .'-•'x^, / D 5�..( Vi v: 'G" x G' f1 w' n xo / SOUTH-EAST BEDROOM 2 R RESIDENCE x o U 16' ° KITCHEIV N � 3 BR / 3.5 BATH rr:RRncr: � � a \ + DEN / FAMILY RM. �- 3950 SF ° BATH, ° BF.DRWM3 60I cl -- — — — — — — — — — — — — ----_/ D cl LEVEL 2 FLOOR PLAN NORTH �AxN CHEMM mm 7-23-19 scxc 1/S"=1' 0" OB No. SNER ROBfRT Pl. SWIDROPAR(TIIIE(TS-PLANNERS,AU,PA, liA�IRMN. ®iA10 [HEN. vA1ERltf 4N l Al1M II Nt OY mRwmm mK IEML A-9 A11 RIOI RS RIiSERVID toll HAY O ' IL W= NCBHSIf - RN[� Aq M IN I!e lQ D3 H4�OL•11)tl WHIDR7O@t Q ZSl'�EQit C TT� lM$ AIJR®M RIIt9 CY � Ai:1:�.Z NORTH-WEST RESIDENCE 3 BR / 3.5 BATH 161-911 + DEN / FAMILY RM. otn000R Kn 3800 SF O OI I BEDROOM 3 m . �, ono o MAS"IT?R BEDROOM :^_A'%IY TERRACE Cb I / � h BEDRWM3 1- BA'ni! IS%ISfi' O% , GRAND O O SALON L�] O KITCIRiN O BEDROOM 2 .R. I I' % 19 O�"I N'%IG -- --- iJ BEDROOM 2 [.11T12 D LIN ACI GRAND SALON KWxIiN Ix' K IB' - �_ m.-NNE a MAIN ' . NEI 1 1 mj BEDROOM 4 GRAND SALON RATMn KITCkIEN eW.I.C. N'.I`C 1•• Y FAMILY BEDROOM 3 El COED 1O 2'fi"%IG' LIN. O BEDRWM2 O 1?' % Ib' O .Alli. 1._1 ❑ 1 LEVELS 3-7 FLOOR PLAN l� A�1.l0IN. �• E) RW. MM - I R111�1 A. ft ) A•4� (N9NL mouvrm ISW. !nffiYQ mDN•.=zPR91.f.1.-RAND{WAM 1�11• Iff 7�'Nam )1R( �1 Q �1LT! L T.L� 4'dffi NJCi� N 1•E711Q DY IIA At�9CC WMDRIIH I,I.•..%1., W,acuxnRl: z nr.x c Irc 0 I 111 n .RKITOWN 20' TERRACE j? NORTH-EAST RESIDENCE 3 BR / 3.5 BATH + DEN / FAMILY RM. 3950 SF SOUTH RESIDENCE 4 BR / 5.5 BATH + FAMILY RM. + FORMAL DINING 5335 SF OC) Q ---- ox--- cl� NORTH / FAMILY �] E BEDROOM, 1-6 X2311, RESIDENCE U x II'A" O BAnuH 4 BR / 5.5 BATH +DEN W� cn 1 +FAMILY RM. / KITCI-N ❑ �/� O rF�+vO❑ E_ TERRACE BEDROOMS O Irx z. WI / GRAND 20� SALON 1 I / enm � L DvralDx KRf16'li 1 .Lc. nfI —_-- Nx?G" � PR TERRACE 1 u _ I ncz ( DEN I w 16' DE IJ'fi• Af I - 1 BEDROOM 2 p•.Lc. r _ _ _ -1 MASTER �- -, 1''x Iz' 111YYY I BEDROOM PDYER I //\ /,(�\ II[ftS , .a'J-x IT 1 ppyy P.E.I I J Xln iJ ly'-Y'x l.l•I- r PF] W,\RDROBE I L___J D u•xm I BAnI' WARDROBE2 O 8'x llf Itl-S'xltl ST. I ELEC. F-1 ® ® O S.E. T. 2 asoox sr:RVICE HALL arMW I uls j xx lal wnRDRoeez m-x• x e T — — — I w,u(DRnxe I O• x to O �I I J P.E.2 EOYBR TIERS L a a'xur []ly'-9-x ll'�• 0 MASTER I I I I I BEDROOM [�) O O 9 [� O DINBJG ® Acr O� AfI 1--x 11'fi' ® W.LC. sJ"x T6 __________ ST. A(2 OUTDOOR KROWN BEDROOM 4 20' I.rsx1 GRANU SALON rxzc �1 -TH4 KITCHEN ❑ �—( EA V. TERRACE x: Sc. IB' x _ [� BA'R - '.e" FAMILY n SOUTH w z 8 �0' ITdx"'fi' ❑ m cl O ED RESIDENCE x BEDROOM 3 i2 u'-a-x la Q SIN. 8' 4 BR / 5.5 BATH + FAMILY RM. 0 y BEDROOM z 0 O + FORMAL DINING a'' Q a $ 5335 SF BATH 13 E El LEVEL 8 LOWER PH FLOOR PLAN NORTH BPNM CHEdcED alE 7-23-19 sc 1/8'•=1•-0" OB NO. SfNEi MAA-11 1 ROBERTlE SWmROEAR('HIIECTS-PL\NNERS. AU. PA. US ARIH.' M& CAI AND REN. EK 1 =M ZU1[t l* -OM OY I.T A)m'If 19ML ALLRI<:HTS RESPRYED Enl9 �* O � � Mm ART -lIAN� Mly M l� Ii IQ 1� @�IR.'IQ( �'�L Q Di[t�Tl�i D I10® L'iID III!)3C� IN illl7aA DT IIS.11�.5 F7 LEVEL KTERRACE BELOW BEDROOM 4 tx.n• x t _' RAlti J BEDROOM 3 XW LEVEL 9 UPPER PH FLOOR PLAN TM ARMOMU . MW AM MM MW1 M 1 t1all0 A W Ef0= M M I]DV. ]1llmtf QR r!11®Dl Alf.'=-K.00 44%M 1=UM IQ 1A WWVW K TF, RACE 20' OUI[%lOk %RCIIEN MASTER B nDR( OM -"x it MASTER BEDROOM _s, x it —1—R Ki'ro..v' 20' TERRACE NORTH RESIDENCE 4 BR / 5.5 BATH + DEN + FAMILY RM. 5150 SF SOUTH RESIDENCE 4 BR / 5.5 BATH + FAMILY RM. + FORMAL DINING 5335 SF O U w H Wov r� 0 a r 1 � a 8 rA ` ou rx � CHECKED °AR 7.23-19 scuE 1/8.,=1'-0" ,ae Ro. sH¢n A-12 8' SCREEN WALL C%1 dy a O w o PRIVATE F ROOF TERRACE k AC COMPRESSORS PENTHOUSE C El LEVEL 8 TERRACE r---, BELOW I ROOF P.E.I tESTIBbI4 `\ L---- —} ST. I S.E. 4500# ' T 7 O P.E.2 ROOF / 1 �ESTIBULt AC COMPRESSORS $ PRIVATE % Q ROOF TERRACEp� gF PENTHOUSE D Ou x =_ 8' SCREEN WALL ----� / ROOF FLOOR PLAN NORTH DMMM CHECNFD Doh 7-23-19 JOB BO. vm ROBPRT I.1.SWfiDRUE.UI(tlfDiCfS-PL\NNFA5..1L\. P.\. '�� A%M NOQ M WN0MXM L �HIW. A-13 .Ul RIOFR> RL¢[RVCD ^^-n19 �T 0 ■D�tt' IL �11®De Nl�lf-11Nfa4 NAM 2� t� IR i® O�DC�� �.att a mcmo�+ a rN� c:asa NlIiL� Gt w�c m'IIS fiL.'�9.2 T. 2 ROBERT SEA GLASS S ARCHITECTSS PLANNERS b - O 1500 BEACH ROAD 12Utro BIK'AINE N(IUICV.U[p. SUITE G02IL AIL\MI,fL ?MINI PHUNE ,;05,01-MS FAX,3 S5 M-2975 TEQUESTA, FLORIDA I I � II II I II SEA50NAL H16H I I WATER LINE EXI TINE LIMIT OF VIEWIh6 TERRACE -PART $ FIR5T FLOOR SLAB OF EXI�ING PUNP GETATION 8UIL 'N6 NEW DUNE GROSSIN LOCATION r 1I RIBS DUNE --- - - - - -- I I EXP. JOINT -- INS EXI5TING NATURAL __ --+- CABANAS (144 S.F. GRADE s 1 MASONRY 5TRUGTURE- PILE SUPPORTED) EXISTING LIMIT OF I ❑ DUNE VEGETATION d®'POOL PROPOSED FIRE PIT _ r VE 10 1 ik � Op ZONE 0 IROF05E�MA F— I PROP05ED AE T 1 � , KA 1 ! , ' SOCIAL TERRACE / F ATURE \, OVERLOOK I � EL. 18.5 I I GARAGE ' ENTRANCE 1 it - �❑❑ ❑. -- l l n I l GV. Oqq,) I ( I U I: _jF - II I I i� iI I WATER I WALL -'�. ( WATER FEATURE t I ' ' 5LIDING 6A'IE I I MATGHLINE I ( - MATGHLINE -------- I ---- -- II - - - - - - - - - I I R.O.W. 4 ENTRANCE SIGN WALL LIFT STATION "j, Cd1Rj.Qi, P'EO 6 1 8 � K J���_�,�p.NE f—CROSSWALK �0 D � PROPOSED 8' CONCRETE SCALE: I" = 30' TIt ••••• � �•••.•.O�J AT✓D �81M. dA1iQA'! IVl T10 MD!!O AND�OI W®tA[L lfO�.T AI® T161B(NL aMM Q OR IL 9MMBB A�C1� - RATPto, ALA M T� Rt iit TJMm .mt OOIiitlg7Ry Ql OOOt1i14i t 1�® laU)�9 AII19gYli0 N MIINp K Tit .�Iti<.T. SHEET INDEX 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 NOTE - WE5T 51DE OF BEACH ROAD TO BE DEVELOPED AT A LATER DATE. NOT PART OF TH15 5UBM1551ON O O U w Wga C/1 ~ h �#v W � v u{ W W 5 a 0 u k s T�"311 3 �7 ) C �s �Y v^^i I� I.A. NEENEo J.G. 6.25.19 1"=30' JOB N0. SHEET LH-1 EXISTING NATURAL GRADE EXI5TIN6 LIMIT OF DUNE VEGETATION I: PRIVATE SAND BEACH 4' POOL RAIL — PENCE OCORAL RUBBLE — FLA661N6 WALKWAY CABANAS (144 S.F. MASONRY STRUCTURE PILE SUPPORTED) RETAINING, WALL EL. 15.0 / EXISTING RETAINING WALL %may/ i - MATGHLINE 4ATER.LINE I I PROPOSED (2) BB.12. 6RILL5 VE 10 vu+� vE6ErknoN VIEWING TERRACE - FRANGIBLE RETAINING I EXISTII{C LIMITIOF PART OF 1ST FLOOR SLAB OF EXISTING WALL DUNE 16ETATION BUILDING ----- - ---- GLASS RAILING ", NEW DUNE LROSSIN6 LOCATION r A POOL TERRACi -� TO BE PILE GLA55RAILIN6 AT �'-ITOF 12D X I I q-& I I9D Ex15TING DUNE PO INFINITY POOL EDGE Ly ey - VE ETATIOK. ------ O D _ 190 -- , I 5� OO 15.o SWIMMING POOL SUN O I (PILE SUPPORTED) FIRE PIT - T ^n nn ��( a W DI % / O° BALCONY EDGE A LANAI TERRACE EL. 22. I A I 0 PL. ffL-1 7 J PL._ _ I4K 9 PLANTER \ EL. 24.0 21 ~� - -- 193 `1 n ",RESTROOMS EL. 14.0 L to I J� I I I I LANAI RRAGE E . 22O >SED Il5 I I I I i I EXI5TIN6 DUNE CROS51NG W HT. POOL RAIL FENCE ON TOP OF RETAINING WALL EL. 15.0 _ CABANAS (144 5.F. MASONRY STRUCTURE - PILE SUPPORTED) I I PROP05ED �- PROPOSED / 9 AE T J--" " RABBLE FLAGGING POOL DECK -NEW RETAINING WALL (EL. 15.0) WITH 4' FENCE 5' LAND5CAPE BUFFER WY I _ I- - 2 I I I I I �-CANGPY -' I ATR�IJQI I CONTINUOU5 11 ,� RETBAWALL IONIN6 SA61NG IK'., O ( u PORrE KK ry SPEC I 11 CORAL RUBBLE FLAGGING PARKING SPACES — J I LIGHT BOLLARDS (TYP) TREE1 .y-L/"' PLANTER ( PROPOSED FIRE HYDRANT 42' HT. PERIMETER RAIL FENCE ON TOP WATER WALL I SEE CHARACTER _ I I I / I OF RETAINING WALL ELEVATION 1Y41A N II' ; T�OAWDE LOPES WITH V LAND5CAPE x44 BUFFER AMENITY I I .TERRACE 1I PRO�ED _ �' PLANTING. H- x4.5 FIRE,... i HYDRANT / I I I aSLIDING GATE' ...< - I SGULPTUW�L ENTRANCE GATE `-� I PLANTIMb I I A ° (VERTICAL PICKETS) MATGHLINE 11 I NOTE - AEST SIDE OF BEACH ROAD TO BE DEVELOPED AT A LATER DATE. NOT PART OF THIS SUBMISSION T1i A.QQIHC,L.AL TlEt�ii AtO 08dLL m"" MR no "nm ATmdl RRA,TIL mwr NH'1T U1 L INIIDT w � Y. °11Hflm AYQNBCIf - ?IWQ" 0. AN to TINt U® FIX TBB 111111111131IImm m � ■ � U ,VTR ® N wQIRA R m AI mIllim MATGHLINE 5'LANDSCAPE 5'-0 BUFFER I � AMENITY- - I iA PROI'�7)SED - PLANITIN6 I N- I FIRE xa5 ` HYDRANT i i i. SLIDINb /-��, SCULPTURAL QQ bATEENTRANCE OATE PLANTING 1 INERTICAL PICKETS) I� -ATE ` -� MATGHLINE LANDk? - 5' LANDSCAPE 5LFFER CAPE BUFFER BUFFER I .4. � /•--�I�" \ I i I�� " I LIMIT OF RETAINING WALL/ RAIL FENCE II d O I GALL 4. �\ zo 451 10'X50A��5 /.E x II55 TRl GEOURTj.� pLO,NTIN6 - w / no516H�'(ttPAN6LE QIP�TY , I I , o , o___.. �. �� �I,q• TAININ6 WALLOres ILI �FLAG6IN6 516N VALL WITH ISTTTION V 24A• PATH SEE ELEVATION - %/. TA i I PROPOSED FIRE ® HYDRAN PAVEMENT 1 ° SABP�PALM �� - ° byc POLE K 20'-0. ' T�o RE�N4N WpyK X` 10' / / Q�P6ROUPIN6T0 pSE 0, / SABAL PALSREMAIN Eu CROSSAALK I NTRACOASTAL - NATERWAY SCALE: 1/16" = P-0" HARDECAPE MATERIALS SPECIPICATION5 OENTRANCE ROADWAY PAVER FIELD - PALM BEACH COUNTY CORAL RUEIBLE LARGE FLAGSTONE PAVER. PAVERS ARE MORTAR SET OVER A REINFORCED CONCRETE SLAB. OPARALLEL PARKINS PAVER FIELD - PALM BEACH COUNTY CORAL RABBLE FLAGGING PAVERS, MORTAR SET OVER A REINFORCED CONCRETE SLAB. OCORAL RABBLE PATH PAVER FIELD - PALM BEACH COUNTY CORAL RUBBLE FLAGGING PAVERS, MORTAR SET OVER A REINFORCED CONCRETE SLAB. O4 PORTE COCHERE PAVER FIELD - PALM BEACH COUNTY CORAL RABBLE LARGE FLA95TONE PAVER. PAVERS ARE MORTAR SET OVER A REINFORCED CONCRETE SLAB SOCIAL TERRACE / OVERLOOK TERRACE PAVER FIELD - 5- X 56- PORCELAIN TILE, MORTAR SET OVER A 5TRUCTURAL BLAB. © POOL TERRACE PAVER FIELD - PALM BEACH COUNTY CORAL RUBBLE FLAG611,16 PAVERS, SAND SET OVER A CONCRETE SLAB. OBEACH ACCE55 WALKWAY PAVER FIELD - PALM BEACH COUNTY CORAL RUBBLE FLAGGING PAVERS WITH GRASS JOINTS, SAND SET OVER A COMPACTED SUB BASE. NOTE - 517E LI&HTINS 15 SUBJECT TO FWC REVIEW AND 15 NOT INCLUDED IN THIS PACKA&M. ONCE TURTLE LI6HTING PALKA6E 15 APPROVED BY PVC, IT WILL BE "EMITTED TO THE VILLA6E. I 4 ENTRANCE ROADWAY / 2 3 6 ARu l w FAWNS / ®SOCIAL TERRACE / OVBtLOOK PORTE COGfRE PA.Y / POOL PORCELAJN TILE TERRA4E Y1 OBEACH ACCE515 WALKWAY 56LLPR.RAL EWRAHGE BATE VINE TRELLIS REVISIONS: 07.23.19 cn O O U W �w^7 0 a O �a g� C) U_ u J o P4 Q _ 6 Vi I.A. cHmm J.G. °1E 6.25.19 scuE 1/16" = 1'-0" .Ics No. SHEET LH-2 (2) ENTRANCE GATE CHARACTER ELEVATION LH-3 SCALE.3/I6'=1'-O' CONFEDERATE JASMINE VINE ON PORTE COCHERE WATER TALL DECORATIVE URNS ROADWAY EDGE LIGHT WIRE TRELLIS FEATURE BOLLAR05 n PORTE GOGHERE WATER FEATURE AND WATERWALL GHARAGTER ELEVATION LH-3 WALE:3/16'=I'-0' ROOERT I.(. SRTDROEAR(NRECES-PL\NNERS. AN. PA. ��• �� A10 ®fAL ���� 1R� 111Y1!✓D �� OY!l�l. lIIO�.T A16 1' ALL RIOM RESERVED M19 l W RAMM Aµ M TIC M M i —t-OnOK cam e11aC11DT(n 1>61101111EN v IfAL1mf1ID 1RUA Alllf♦D®w FQIIIIfI R 1f0 AY]41H.T. 42" HT. RAIL FENCE T.O.W. EL.5.0 -STUCCO FINISH 5EGTION THRU SOUTHWEST RETAINING WALL LH-3 SCALE:3/8'=I'-0' 4' HT. PERIMETER POOL FENCE T.O.W. EL. 8.04P— T.O.W. EL. 15.0 STUCCO FINISH- 5TUCCO FINISH 4.0 �W 42" HT. RAIL FENCE SECTION THRU 5OUTHEA5T 5EGTION THRU NORTHWEST ri"� RETAININ& WALL RETAINING WALL LH-3 SCALE:3/8"=I'-O' �LH-J SCALE:3/8'-1'-0' SAMPLE OF MARBLE VENEER WITH LIGHT WOOD GRAIN TEXTURE 15" HT. RAISED COPPER LETTERS PINNED TO WALL - BACKLIT FOR ILLUMINATION SIGN AREA DIMENSION: 21.11 50. FT. 5" HT. RAISED COPPER LETTERS REQUIRED SIGN PINNED TO WALL FOUNDATION PLANTING 6 ENTRANCE SIGN ELEVATION LH-3 SCALE: 3/4"=I'-0" Q � O 1 x� w H Wga Ow �a 3p Fh W Ou g 2 1 U � a oRAm I.A. cHE ' G. p E 6.25.19 SME ASSHOWN JOB N0. SHEET ILH-3 RED AND WHITE MANO" Ifix f g I � RED AND WHITE MANGROVE MIX \ \ \ t \ \ \ 1 SCALE: 1 "=20' TREE DISPOSITION TABLE � I ti \ 5 tp 6 v4 d h� 14 1 f�/'7• `�� 8+•' � - I ` 13\ 0 16 y�) 1+ S 31 I s �\ 19 5EASRAPE YjITH VA TTEIW NIA BLACK MA TREES \ \ a - 1 NUMB BOTANICAL/COMMON NAME HOGIRSPREAD TRUNCLEAR K DISPOSITION NQ11S 1 Sabal oalmetto Cabal ePalm 12'C.T. REMOVED 2 Sabal palmetto/Cabbage Palm 20'C.T. REMOVED 3 Sabal palmetto/Cabbage Palm 14'C.T. REMOVED 4 Sabal palmetto/Cabbage Palm IV C.T. REMAINED 5 Sabal palmetto/Cabbage Palm I&C.T. REMAINED 6 Sabal palmetto/Cabbage Palm IN C.T. REMAINED POOR/IN R.O.W. 7 Callistemon rlgidus/Botdebrush Tree 2V REMOVED ONESIDED 8 Sabal palmetto/Cabbage Palm 2O'C.T. REMAINED 9 Sabal palmetto/Cabbage Palm 2V C.T. REMAINED IN R.O.W. 10 Washingtonla robusta/Washingtonla Palm B'C.T. REMAINED IN R.O.W. 11 Sabal palmetto/Cabbage Palm 14'C.T. REMAINED IN R.O.W. 12 Noronhia emarginata/ MadagasmrOlive 10 REMOVED POOR 13 lSabal Palmetto Cabbage Palm 14'C.T. REMOVED 14 Sabal palmetto Cabbage Palm 14'C.T. REMOVED POOR 15 Cocos nuclfera/CoconLit Palm 2V C.T. REMOVED CURVED 16 Cocos nuclfera/Coconut Palm 25'C.T. REMOVED CURVED 17 Cocos nucifera/Coconut Palm 25'C.T. REMOVED CURVED 18 Syryglum cum ini/Jambolan Plum 3a REMOVED 19 Araumrla heterophylla/ Norfolk Island Pine 2O REMOVED POOR 20 Adonidia merdIll /Christmas Palm 10'C.T. REMOVED SINGLE 21 lAdonldla merdlil/Christmas Palm la C.T. REMOVED DOUBLE INS AICURWrtW 1a»a A RTAL � MR TIN w AtmrQ Onal E0.T AY'RA twat. A7teT Q l011111iff K MEMO MCHl- MAMMA A11%As. Tom= MW Tm ki�ISL9sOi COMInS ,70k CK RHMMrma ■ 7a®laD UMMII AUi N Will W 11110 Aa®Mff.. N, NYSI81® BOTANICAL/COMMON NAME ,Mt HEIG THILI. DISPOSITION tl� 22 A.uraria heterophylla/ Norfolk Island Pine 2O REMOVED POOH 23 Adonidla merriIll /Christmas Palm 18. C.T. REMOVED DOUBLE 24 Arducaria heterophylia/Norfolk Island Pine 20 REMOVED POOR 25 Adonidla me"Ilil/Christmas Palm IV C.T. REMOVED DOUBLE 26 Aaumria heterophylla/ Norfolk Island PIne AD REMOVED CURVED 27 Admidia merdlil/Christmas Palm 14'C.T. REMOVED DOUBLE 28 Sabal palmetto/Cabbage Palm li C.T. REMOVED 29 Sabal palmetto/Cabbage Palm 14'C.T. REMOVED 30 Sabal palmetto Cabbage Palm 14'C.T. REMOVED 31 Sabal palmetto /Cabbage Palm 12'C.T. REMOVED 32 Adonldiamerdlil/Christmas Palm 14'CT. REMOVED DOUBLE 33 Sabal palmetto/Cabbage Palm 4'C.T. REMOVED 34 lC000s nucHea/Coconut Palm 25'C.T. REMOVED 35 Cocos nucifera/Coconut Palm IS'GT. REMOVED 36 Cocos nucifea/Coconut Palm 81C.T. REMOVED CURVED 37 Cocos nucifera/Coconut Palm is C.T. REMOVED 38 Cams nucifera/Coconut Palm 9C.T. REMOVED CURVED 39 Cocos nucifera/Commit Palm 10 C.T. REMOVED CURVED 40 Cocos nucifera/Coconut Palm 30 C.T. REMOVED 41 Amuraria heterophylla/ Norfolk Island Pine 3O REMOVED POOR 42 Irkus aurea/Stangier Fig 30SPREAD OFFSITE 43 Sabal palmetto/Cabbage Palm lO C.T. O'HITE 44 Sabal palmetto/Cabbage Palm 12'C.T. I OFFATE 9 r ' \- 1 1�ow, Y t e i ,, r 56')4-W 51 g., A 1 � o Rg \,o A� I � E sn� I hry 0�'3i'4p'E 5.28 — aP Y d J aP 6 11 1� NOTES I. ANY EXOTIC, VEGETATION TO BE REMOVED FROM Y€5T PROPERTY 2. ALL NATIVE VEGETATION TO REMAIN ON PROPERTY B. VEGETATION TO BE REMOVED WITHIN PDOT RO.YL Y'HEN PERMITTED TREE PROMOTION DETAIL � A 0 � U W C~ W$a y 4r> A �4 6 Q ; �f C!� A mA.X I.A. nT:a<m J.G. ° 6.25.19 srAic 1" = 20' Jm Xa. SIE£T TL 1 T/ 1 m m ! � / ►iiii►i♦iiiiiiiiii•� ®ice ® 0 \� ►iiii•Oiiiiiiii•O ® �' ®whim 0 �� 0♦i•Oii♦i• • ® m .. Ift ••��•� i i . :. I R - - ���III �Ii, d m .�� ►� - i ® YL•' _�- �a.�• ,� a a�i � � � � • ,►� -- ��,� ' � _ - �M � © • •iii �F _ I i is i r ,a. r :• . � ♦�♦�C�.•♦• ♦•♦•♦�•��•♦•♦•••♦•♦� _ _�. { �� ��♦•♦♦♦♦♦•♦♦♦•♦i��♦♦♦♦♦♦♦♦♦♦ �!l♦♦••♦♦♦C♦ems♦♦•♦•♦•♦•♦•♦•� , r..�l►' � r♦♦♦♦♦ ►♦ii�000i diiii, ►-♦♦♦ITV♦ flat : .;L� �•jp�N{' i ® �I�V ►i•.♦•iii•♦♦a EE'. ?.: �� :... � J�I ,� i_�4 fry _ - _- . ♦ ♦ ♦.��: °:1 �7 �. �� i♦O♦ ♦ �•>,i;S:• �:�•,..:.•. �°Ai�'►.•�i. •.s.: ;fir. � i �► o I ' CGS , TOTAL LANDSCAPE REQUIREMENTS (1/30 L FJ �) y, / / { 28 { TRA I-1 +I �_,;, FIRE T . K , L M1N III Cp El 60ir:6 rw! h EL. 60 • PERCENTAGE OF LANDSCAPE COVERAGE (15% OF CPA) • LANDSCAPE OPEN SPACE •BUILDING FOUNDATION PLANTING (IIO L.FJ .PARKINS TREES REQUIRED • REQUIRED PERIMETER LANDSCAPING (sae section belory for calalatlons) REQUIRED 218.5 5.F. 30% MIN. 4 TREES AND 65 SHRUBS 4 TREES 44 TREES AND 678 SHRUBS PROVIDED 426.6 S.F. 41% 4 TREES AND 151 SMZ1B5 5 TREES 50 TREES/PALMS AND 808 SHRUBS OI r _ _Ll (TYP) eouARvs // POR�i jF cocHERE43 I IICL �.i- I I CA`1TINJOV` RETAINING MALL 42'HT. PERIMETER RAIL FENCE ON TOP Or RETAnl. MALL TOTAL PLANT MATERIAL (ground level) TREES SHRL85/ GROUNDGOVERS 133 5HRUBG �Si ALMS 183 GROUNDCOVERS o- WATER WALL ---wAjER FEpr�RE ' T o.w. 5I_o�s M+In+ GRADE • NATIVE PLANT MATERIAL (ground level) TREES (MIN. 50%) SHRUBS / GROIRIDOOVERS (MIN. 50%) 26 TREES / PALMS 36T 51HRUBG 42 TREES / PALMS 183 64R05 OVERS \ 28 CP ' 66 2 116 CP / j 1 / yo CR � CES , S' LANDSCAPE CP 5' LANFER - REQUIRED PERIMETER LANDSCAPING (BUFFER REQUIREMENTS) TOTAL TREES ( IW 1 TOTAL MAX. PALMS PERMITTED (MAX. 50% OF REQUIRED TREES) RBI PROVIDED 44 TREES 50 TREES 22 PALMS 14 PALMS (25%) II , COC Tr r io-- —SCULFTI ENTRANCE&A1 (VERTICAL PICKETS) NORTH PROPERTY LINE 465,55' 15TREES 15 TREES __ _ __ ____ —_ y O h ;U — -- _ — - MATGHLINE td1MBER OF TREES 5" PROPERTY LINE 404.68' 13 TREES 13 TREES NUMBER OF TREES NOTE - WE5T 51DE OF BEACH ROAD TO BE DEVELOPED AT A LATER DATE. EAST PROPERTY LINE 243.10' 8 TREES 14 PALMS NUMBER OF TREES NOT PART OF THI5 5UBM15510N VAST PROPERTY LINE 243.16' 8 TREES 8 TREES REVISIONS: 07.23.19 NUMBER OF TREES M ArO,iBCr,..1L 0®01/ Me =w DYANrtA W. It0 NYl1tA A-M OYDINL D O®LT ADq DB IB W. 1T CP Pam' LL •Y®m NI�IHCA - lIW+84 NAM 1! W'D. D3.ODUCIIIN MT CMO �i�Ol n>QA ODDOUIION D DIOWtI® lll.m Nl1� IN =Y191CJ0 R IfD NI�IHLT. O U W N �a 04 z A� g a 4 C) Uo_ w ¢ a o� oRrrm I.A. "-0 J.G. 6.25.19 cnrc 1/16" = P-0" LP-1 SEA GLASS PLANT LIST --_- - 7/23/2019 TREES AND PALMS KEY 1la.. BOTANICAL NAME/COMMON NAME HEIGHT SPREAD CLEARTRK. SPACING REMARKS CE' _ 8 Canncarpus ereaw 16' 6-7 5' 3" Cal. min., Matched Green Buttonwood CG- 3 Clusiaguttifera 16' 7-$' S. 3" Cal. in., Matched Shall Leaf Clusia CN 14 Cocos nucifera'Maypan' 3-6'of wood Full head Green Maypan Coconut Palm CP 15 Cocos nucifera'Maypan' 8' 12'of wood Full head Curved Truck Coconut Palm CR' 1 Clusia rosea'Specimen' 2024' 18-20 8' Full canopy Specimen Pitch Apple Will trunks cue 3S Cocaobauvifera 16' 8.9 56' 3" Cal. min., Full canopy Seagrape PO 4 Phoenix daaylifera'Medjool' l0 of woad to nut Matched, o.a. ht. Medjool Date Palm PU 1 Pandanus utilis 12'o.a. 12' Yof wood 3trunks min. Screw Pine Sp. 15 Sabal palmetto 2032'oa. Staggered grouping Cabbage Palm Full canopy TR' 15 Thrina, radiata 101, 12' & 14' Staggered grouping Florida Thatch Palm SHRUBS& GROUNDCOVERS CES' 526 Conocarpuse 5ericeus' 18-20' 18-20' Yo.c. 3gallon Silver Buttonwood CLH• 669 Clusia guttifem'hedge' 24" 20-22' To-c. 3gallon Pitch Apple CLHI' 95 Clusia guttifera'hedge' 4- 30-32' 2'o.c. 7gallan Pitch Apple COC' 311 Cmcoloba uvifera'Shrub' 18-20' 18-20' 2..c. 3gallon Seagrape Shrub HEL' 269 Hellanthus debilis 8-10' 10.12" 12"o.c 3gallon Beach Sunflower LAN' 160 Lantana 810' 1012' 12"o.c. Full cont Purple Lantana NOD 9g Nerium Oleander'dwarf 18-20' 18-20' 7o.c. 3gallon Dwarf Oleander SCH 50 Schefflera arbirimla 18-20" 18'2W 2'ot. 3gallon Variegated Schefflera TRA S9 Trachelospennum Jasminoides 24 Tiongrunners Trellis grown Confederate Jasmine UNI- JIM Uniola panicult. 810' 1012" 12•o.c. 3gallon Sea Oats YUC 41 Yucca aI.ifoli. 3' 24-30' 7gallon Spanish Bayonet ' Indicates plant material native to Florida HOT Indicates highly drought tolerant MDT Indicates moderate drought tolerant MISCELLANEOUS cy Planting Soil- 112 cu. Yd. per tree and4"depth at all hedges and mass planting beds. quantity includes a 10% ty Clean sand - 1/2 cu. Yd. per palm.Quantity includes a 10% overage W Mulch-2"depth of"dark brown hybrid"mulchat all hedges and massplanting beds. Quantity includes a 10% overage NOTE: Quantities for planting soil, drainage gravel and filter fabric for raised planters not included. GENERAL NOT All sod to be St. Augustine'Floratam'. Palm additonal maintenance - Coconut and Chinese Fan Palms are to receive an additional maintenance to insure that the palms are free of coconuts and loose fronds which could become projectiles In the event of a storm FTof cleonwood indicates feet of dearwood, not overall palm height Landscape contractor is responsible for his own quantity take offs All plant materials shall conform to the standards for Florida No.1 or better as given in "Grades and Standards for All trees shall be properly guyed and staked at the time of planting to ensure proper establishment. In case of discrepancies, planting plan takes precedence over plant list. mn,alarinaE• IN! worosaE9 >rlra,na TYPICAL TREE PLANTING DETAIL TYPICAL PALM PLANTING DETAIL PMC A BK1 At0 ®TA., pMT - FLAMER R A A, K AfiDQ ADgiCCI A M TBBN. eaNu2u gel' IL tA®RDB ARtH�M _MAT.®. AN M � L® IR' ills �ICCtilL m+tm.TaL a nrtgoupot M Tgutkm iN� Acne®w tOltsva BY Tte AAo;tecr. GENERAL PLANTING SPECIFICATIONS: I 5cooe: Ths nark wYd•e fanrh.g all plants, mat•rbis. •gpm•nt and lakvr nw•..c.y fa, pkrkrg of pant nattoble nd .p" M the d'ain9. and n Mr» •p• ttkdbn. A list a plant• '..1, W thee• sp•efk.U_. 2. Plant Materaas.s 4 Protection, A All pan* mat-.:. Mall W rrrssry gar., sn1- adrrnre rated. - 5orsad (ar s J. Indkotee average spread to nadPah* a wrrem •easan'. 91-th. - Wlalt (ar oA). Indka.. --It hekjt Rom tap of WII W rkoakd, a rwrr.m se ions ga.tn. Paflm FlantY,g Dbg-aretn.Nc mspa�enrnt Man top o1 WII to IWL h'anchng (e•s 4» t - Mstto of 1'bad for M.fr at Hand Arco Wzdh Indiates m.muremrm a Path Iran top of ball to top a alb tr.* before start at frond •talk. or 9-1; W. (S.• Palm Planting Obgan) B. 6hlaklll.., All quantg" abated an the plat list we IrWdsd m a eyrie he M e for tilder, ad doss rat ,•Iry the beds, a1 his r•.par.1rg to M a eompr.h.nN• par Wks, off. 4ruld a dierep-q - Wtw•n W. bidder* lake aN ad the ppant list quakily, tw Archit.ctA.a14Kcp. A cat.ct 1. to W notflsd far .1 rfkalbn prior W the sub."lan a was. C. Cwlroi and 51tw, Pktks slag oq l habit a garish that r t far U. spear• ad Nall W Mich W vgorow ad edpal or exusd the m•uarements epwMbd h the prat Irt, Mlel, cis• tw =Mara saws Plats Nall be m.aar•d nfh branch» n nomal posgbn. M,z 9wtbn Iv.JJ should rat ,sous acc.ptcbW 1" ad shape 0 tr», oral .wind W dots art•, , a Arsc aW-LA.andcps Ar hn-t. n.cpnmed• Ian m.aer braneltxy gratis, cEwlcy bag.g and larlapp.g a iliac n Mr plat list 9-14 lotion the code a stadad. ear•nty reeamrncrd W tw Mrka Awoabtbn a Nv_yrwn, Iro, in fro A_e Standard for 9Foek Plato matrW. Noll W g= Percy t.1 orat mWN.r as Mu`l ` sari., VA brad" a star l rd. Ian nnwy plant•. ;Wthat, tw r.qun.m.nt. ep.cR", br do not hw• this rm noal Wane• a wkjk and spread typkal far the respectN• par. stall rot W aca.pFsd. All plant mottoicl to W iraMy p»t ad d- few. D. Pk.* tfd�L Par !,A-W- re r hit by tvp lalrakar will ia ciat aN d by U. ablatrA-haalo In thsga. M sizot any upon of fa Area tat ay plot M net oat -t N tw tyre l .Its spin - .1. TI,. l stau, - -W4.ArehnL Mall t g rr of this nets»t , 11- ism rpkcwn d n an obtaxbls sloe a.d worry. Tfn. unk Arlo a tw subtrR. Item shall not exceed tw lad Itenrn rpkreed, nlMout pprwal a the Q.nsr. e I. Boat psat-Ita I A Balled and Barlapp•d Plat• (F3 4 5) Nall W &V nM mast balls a Bath of -FMW* dw»t•r and depth to e-I.- Mr Fan- ad I.Mng root rrceroy Ian lull recovwy a 0,. pkrt. BoIY Nall W 1nn r-rcpPed M M nYb• ar ad boayla nM fnw, sand, a row mash. II eel"tea pat• •all W ballsod an aItl bslapp•d. B. Contanto Groan Pknb, Plod• gore n cadalere .111 W acc.pted a B e e, paw that all a*- " Alsd re4,A-e^+"+ ans met. C - gam plate Nall t pket .I- as "Pled an the plat list old an it.. plan, ona •hall let W governed by -*a- - Hl Amst n rat ball• or Lantaner gown mats rlal Mall W than 25% rose propartsomt•y inslre than that .tied in "tSraMs e 9kadaM' for ,away par.. Tr» plum• Nall have b.•n gorm in if. Ion a mmd.nm, a lnao y.os prior b wtalldbn od Noll .dlbg a fully dw.lop.d root •pl-,ilea removed Mom tw earayrr. 2. Prot.ctbn IMng Tr All pat nabrbl Mal W protat•d Iran pos•ble bark nAry br•akag. at both... All plants Wansp-t d by oopp..nn trucks shall Wad q.,at•y ew.rsd to prevent ..damn, csr 1.q to damp. to plans. 5. Proteetbn ArtW D.IK-9. Planes rhkh tarot W pleated .mleaatsy aPa^ MlNery b tw .It. Nag W covto.d nM moat ron, rlakh, a otlar prot.ctbn Ran Ile d'9" a nw ad San. AJI plat• Nall W notw.d o• n.a•••oy until w-fated etorags period shall rot .-Isa .vwtg-bane (12) haws. 4. R-ot.tbn Of Pat- Ont, a mnban of frande shall W remw•d Ran the aam of this palm trs» to IaI1Rat• ad hading. Cavan trMlc (C.T) Nall be a sp•eMwd ester the mhhwn a Mono haw. Iran ,.raced. Cocorat pawn. Nall W Tana• frws g n inarl ar sod. Caaa9. palm bade Nrll W tad nM a bbMgMdrs card 11 W I.k n pia» alMl W trN r all »taNlswd n k. r,.n Ixatlon. NI pq.n •all W trill. b_aced ad stdsd nM n.n, elan kmb.r a I, 6• In Iwgth to r.•1•t tr» displacement. 5. Fraction Oaring Pkatrg. he» .d by ninsh a era Nan W filly prorct•d from than maw, girdling tour •Ipmean a bark pag. by eM- .r q pprw.d m.lfaM. S. Materials. A. Cwmrreial Pertgr.r, Comrarelal ftotllrsr Nall W nnp4e f-I lrto tontawg nitrog.rn. phosphork and and potash h •gal ptoawta •. 6-e-e nM We nNrl•nte. Wtre9.n Man W not I- than 50 %Ram ergaYe l Mtn •Yexe.. Mer9eMe aaMea a�iolOeLypY n,.My lerlllWr halal b.�comw =2 I7agZ.; aides ng E Nannat Th. Iolbnl,g Nan W •t•ro,ssa, es -trial and Rw a s.sd: B. P.a, Pea Man l pea eorrpw.d of net 1-11- W% de lamed nor knaidabr eo�WMllW,homkulhraM» c lad Wen. Poet Mall be d•INer.d b " ago Fr- C. F&a," 5all.Pkntkg all fa all platog. shall W "..N loan anal Nall eakah a 25515mwnm ornovst a dseonpo•.l toyaka mats,. Tars mist be a aid Isaran to the all nM ro .X»» a cokkm carbonate. Plant.g all Nall Ms. ran ahoy, III plant., root., ad othto Ior�kj, materia. dkeh might W a hhd-aoe 10 platng op.ralon to W a.trfirntal to goad pill -nih and Nall W del -m! n a loots hedge eorldltlon and eppl..d n see a._ nM ih. plant" eP-ftatlas aci d.tar. D. hLkh, Makh ma 1 W W sflr.ddod 'dark Fxasa,' ha)a-b rukh B ggr'eM a batter, moisene td a this d Installation to Provo,*nld dispkrewnwk. Alt•rndts mulch m.t-wl maj W naw .,-,A r• In hews atnw e. E. Drohm if Star (clan cppi4.mle), 0"Ina a •tar Mau be 9w•1 or annh.d eta» ". tIt Map sd of g» - j•-I 11' In der a At - as rq."d Intwutton a b F. ?9ftw Fdsrk.(nlw apliedale), P tear task, o• roWn.d baba..n 9rw.l ad soil In pkrk•rs to W D U Titter-fds ' (000)DOD-4664 ar :.I. 4 FlontV4 02giratl", A. Sa�alcn, All .xYtng all od nn filiherm. Moll b• trwt.d nNh an cpprovd nssd Idler such of 'Raw Op' aeord.g to ma vil-b - '..pwfbotiors. B. Lalpvts 1--aticn far pk.ts ad outlines of rr•cr W W pkrked an. .,olds" an the dr-". All plant laatbrs shall W stdud In t /bid al tw Cantraetan, to the let"«tan or the MehR•etA.alMeeapp•I ArMkset. Wrr• eontruetbn to utlikwe Wbn gaud to overh.-I w Mcoaksrld ar ,hers elxrge• have Man matl• n the ewrbvatbn. rrc•way adj»tnw,t• will bs approval by tFe Mehg•ef/ LaxNacp• MCNt•et. c. Plansaovtkn * ha" II rIn ov to the hall d rAa•goMe w eph .,I Far to " Pkrl pg. shall W enwlo n aorta and shall haw a pra11. Mkh caMorms b the 711 Tr•• t Palm Pkntng D.talis'(attaehoe). The mhm- Myth of vvtat pt• specfwd Wan •all W m.caar.d Mom the f-hrg gad•. 9hrW Pear" bent shall W 'iaed-prepan•d' ad not 'P8-PrMa'•d'. D. Balled ad BlaoolsPlat, Ater awml ad G.rkpped oks t. ad -11 rcpphW tack fro(WII, I•aMy bolFabraken. " aN .-has -A. a bakp ad ,snow• in •OMW t g-tlty to amass, cr•atic,n of void. upon d.umpa.RW. E. Gamarr 8rorIn Plants, Cantanto gore plaid shall, dal -i-el, haw. sulf.-t r-t g-,a to has .arch ntat Nan remev.d Iran eertakrr.; shall rat W oes baled. Cantakw• rshag W •d to p-t cl-r to plat a root spt- ding to dim- (.uach.d. Plat pits par cakawr mat-W..hall W famed flat an Hr bottom to avoid an pock to a tw Wttom of root balls. F. Pg sis», thknsn danrrtto (WtlW acl depth a plaid" pit far balls i ad brbpp.d. and carlF kw gam plan. sag W ate follow., -Dlaneter-T- W gs.tto then dannetto of WII ar spread a roots. -Disaster-Sh'Nr, e' gr-W that dWnet•r of WII w •pr.pd a ,sate. -Dspth-Tr»s and SSrtb, 4" g.a•r than dpMl a WII or rwb to prwkb 4' a tq-11 b-WHI crisis tins r.a boll. (Lag., h." tr.» and Nrlr Mall sg d1_ety an xcavabd pit bottom b pr.-d »til ..m) -D.pth-Vn» ad 6ramd C -. Pete shall W kt g..lags' far admilaot. Plo,". 6. B«dlllw, IMar�pR has b..n •xawa.d n Wlsiai n Paagaph IV-C, " pM Sall W b«kfllyd nm mabrbl a• spwerd N Paogaph III. A415, C, D, oral N. M am shorn in the Tykal Th» old Shn.b dbgan (attahmil. H. S&UkV rr..s and Shnb, Lhlew ally •- Id, all tr- and W. .hag W pkntM n p4•, cw,br.d ad »t an foe Inch» (49 a cwrP«t•d topsol to Sant d.ptw qat M+. INMad gent I-1 a qr plat Ater s.ttrmwl Nall W the sw» w that a Arch tw pk. roe gore Mall W plated apt ad fac.d to 9N• tl+. bast app.anvk. a btlanMp adjaewk strvctae.. b.kp Nall W -Zd let Mom Ind., tw WIY. Pbttorin, de. ad -pl. bndhg ham and •d» a !he 11, Mall W ,crowed. All broken a root Nall b. off Gray. gal MblI W piac.d and compact.a thor y wolddYngg na�rryy and Mall W »ttled by .atsvv No nling arvwld treks will W perm.. ANw "gaud satti», aaaional all Mall W Iliad n, to us 1-1 a M,. f. "d gad., albn.9 ea G rows (2-) ef mulch. Porn a .halloo Sauer ar-d each plat by plochg a rldg. at all slag tw .rig. of tw plat pg. All pa Nall W plak.d M sad, nM a Mallon .aucto .iy o In ahg planting an'! fdpr.wlan Wilt o..sal I- forMa. sneer a•.as Mall te tap -dressed two was (29 d.ep nM topsoil raked and left In a rrat, Aran J. � - Nera Pant M 1, Rernay. dead and broken,*- beach•• Iran all prat mat•rbl. Ptah• I.Stott ,tyakal gorM habit a kdNkfual pkwb nM a nrraeh hely,t ad •cal a• r pratbdk.. Mot• all cuts .I Nlap w.1ut..,t craft nM tank a « teach, n •uM a mmw roto per• eln.ctbn a Nar.71•a p 1, cute a ag" to Ile a 9rorth will ! W parnxlt.d. Tr.» Man ant W poled an topped. PaI„ovs trk^'nk l Ran •k.. K sSk11iDG Tr..n call "Tyak t , In tag pds-ti' fth ! o old say all . 12 lln nth.. n ealpe i anal gsatto, 1, act dwetba .1 two e . A a No. I2 gaNanve.d nw altahed to approval aches• drNM Wlar gash. YI,•rt .g na to trees, rarer all wire• I.- try eons t caked na oy pat a trM nM o atria•, has.. Pbc. y"A not r» Nan IA0 a nth wtw r trw able. fwwd god, o abort suNeeI-k. I- (ano t II'] n.--A an nor1.1 R poebl.. All has» Nall W 45 do AI, rliesi, tre. f- P p ache. w tat m rn eapaly spaced ana a 4S M9-+s ogle. to haltan. Kep glye tk�t omit pis �t earyrl•tbn. L. CLIWtrI, All rise.• anal sRW teals, Nan W m ictod hmrabe.y altw platwj to a two inch W) depth. Prev.d turd drpk--t of nukh by thoroughly n.U.9 dot,. M. Estes.. I. this ron Nall W tllspoesd a by tw Cal*rata a ro aaatlorrml expww I. tw Arrr, at Omar'. ascntk+n. N. P,xistng mot•rbl shorn on pkn to W -1-t.d Nall W resat-prwrd w For a oral a t.» a• n.e.eay I. move tam and shall W protected and bawd a• Ian material a .vka. Rrd. Plat Nall W n accord nM th- Icatws. a y w.a leg ep•eR O. Drao•kbn a Btrraa Notarial, Ail sxrt.g pad mat'erlal net hewn a r•maktg a nbeatd *hall W r.mw.d Man tw eke at ro adatbnal cat to Mr panto, a orator die-t-- 5. Sod A. Page. Th. Lad•ecps fanbator Neal •utmk a ants Arks per sable yad Ion tw •spp ad dbtrburbn a planliny all a wren talon epscfbd, W W cppll•d at a a a! nth 0•). !o all - r.e.Mq d. (Tin. u» a this ans, txh 09 a all Nall W " dYa.tbn a tw MCNt•ct/C.ad•ccp. ArchH•ct ocher -Witkn a tw -Wtg It an th. .Ib) B. �L It Moll W the nspw.bllky a M,. Lasa dcp. font,«tor to finish 0-) gosh all ladwge an.«, .ltnYaltg all bul,p•, d•prswlan, 'It,,"starts and stir, d.ar to tw satWatbn a tw McMteeN.a Yege MehkseL C. Tan sod shell W ore caned for an M,• krdKW. pass sod NbH W a IMn tmjl textars, h" a eampat r a gore n goad root as-s. mat, and Mall :Zr. ro ws.M to othto dajwtkxdal. vs,g.tatbn. nor sal •nwdd d n this sod shall W good •ash. Tr.. Ran stag. ad dMrb ad all sod shall W fr- Ran luny., vwm., and a*- d%.-. D. Beforv, Wkg eat and Ift.d. 1w sod shall have bawl maned a Last this trnM as a I as, mar,. Rh tw awl menang not ter. than seven evye bNar• this sod r let. Tan sod stall W ...NO, cut No dnfwm ds onslaa. E. Sala led Nan be loal nM absey a1x& jcuha nM a taped a rolled, •v.n It Mall W 1w r.sparalkkyy of tw Carr«ter to a-w tw seal .dg. n a neat, gran man., to tow wkje a al pay.g If •Res sass B, l tw aallon a W ,AraatKt/LP lWd this ont top•cn- a d n.G 04 alto ,allay cl.a scud will W .vnkj applwd wto tw wtr. safau and tnanouy,y naMrd in. ¢¢. Oran-uD-uo: Any w0, p.at- s.Man tsrbMkh mal has I,-�ol>wt onto coyaved parea• Nall b• •d p-Tty k.sp.g thee. clean as the nark proge =�^ compl•!bn or tIt- a . plo," all exc.w soll, •td debris Mkh ha• r Wen fp:r,. u ly cl•a oa top shall b• ,•mewed Man the •lt• u disp-d! of m dneef.d by M,. Meh1t atA..aod•egr Amlvts t. 1. Maintenance: A. xbnlw,anb• •all b.91n nmwbby onsr •ah plat Y planted ad Nall donnas until all planlYYqq fo passed final hsp.tbn ad aaceptak• by tw Or,sr. 14. t-a. WIF lewd. n I4 n W% euItl cdjkg, I a d.ad murals, re»tttg plat• to proper gads• or upr t pwifI- and rwtoratbn a the platng .wato and ay other nae•say operaaL�len s. fropw prot•etlen to I secs ad .xW plum mnbrbw •tall W Pr- ad fn/ aana9. -it" trap planing: to.,sha11 W rapawd prarpty. B. Ths Gatrator shall deep-.= all tree. od sMW for o period a owtg (90) dais altto plantrg. In M• eves. a Yr •yt- r opercbl., Gomraotor Mall sw that ad•quat• watto r •upplyd a that period. e. Inepectlon and Acceptance: A Ime.elbn, trpsatbn d at to d.t.nnw eaprlbn a cokrWo - Laraw of fro po»bw plaw»rt a lams, .111 W want by t1r Ones ad/or L.aM<op. Ar<Nt«t a the -k.1 of all pts" and a the ,roan regwst a tw Cant-t- B. A= -t-. ANto n.pKMdn, the Constar .111 W rotRlsd by Mr osmto a tw aeo•ptocs a all pal mattobl and norkman.hp, .wwN. a 1M pe.sbr rpla--,t a pleat. a bjwt to guar». 4. Guarantee and Re121534e01ant, A. &Waot llr Cantrato Noll na,vsh a rskt•n gaanant» otl g all maktobl•, -lanarhp and pan4 matolab, la a period speeRwd n " seismal C Ili w a R-oj•e! 9p•�Ilkabro. All plat masrbis shall W aIN• and n »trfatoy cardttien and gorM For each •p-Wk kind a pk.r at the end d gams» p.rlea. yfwa vamlrm r ag..d bg the AedMoctrtaandd••eeqq»» NcNtscr o• tw caw• for rplawrnR tw Cam,«tar Mall rot W r.eparblA Ior rplaaemwk arng the guaant•. alto awl aeeptak.. Se• 6erlaral COMgkxr a Proper Sp.cllkatlon Ian adagkxal y+awk.• Mamatlmn. B. Ems'-=-c_-t: t•ptod, plane r•qn•vdwthis -W-1Ma Is d..d nat . alist«tort' cdgo, a cis d.k. of cl k fh. n laq th Areble cps -,heed, shall W reIppbe.d ,-t two I b. t rat .far b1 Mr Meic. """-e+- Arehg.et. 7w Gontr«tor Nxel W r.•ponbl. for MI. Nil rePlac«nwt act a Pat mar•rbb. C. NI ,sill •hall W plats of this sane kind oral Nu a • Mad Intw pat Irt. &fry M.II W fro O d all pla rod os W-I?Wd hw.b. 10, Gore and Maintenance Schedule, A. The Contractor •all F r bah the Ore F lento -I staff wM a wftt.n ad dstdbd de•uptbn For the use ant maMler,oc. a all plot matarbr ad �gatbn •ytwn at tw 1nr a twl he tract, . a t kotan will also provbs a y.an CmviLah,acap. f hopajs Ca It all to tow aN.ct afar alto 91...pt -I j"t this nt the pis Wit. It will W n W OrmerY aisanuan to sops an r �t tar camrac. 11. Permit. and Regulations, A. Tta Cott«tar Mail 9Ns all antics• ad espy nM al los, ordin-as mW and r.gktions Wrong an th. eadmt a this nark « tram and "WW. 12, Proteetlan of Work and ProPertu, A Th. C-la-tor Mall wtnrvslIyy m.ntan adsgwts probcban a all his nark Iran d...3. ad tare and MaTI prot.et tw onrrr'. property Rom njay ad Ian» arkg In carnation nM this camrat, 'nd.9 good N sash toe ar Nj d�mn�occr1. xespt nh- card by ormw an his agwlts. He Mall adeq y prevd• and nlantan passageraay d I.ro.•, Ights and is prot.ctbm regvn.d by pdalk authorky accardyg to &aLe, FeMral and local crdhacs.. B. 11,. rant«lan Mall provkls protection fan .xrthg tress ad other plat ma.rlal d alas •d Ixj d'o+kg•, b3 O `I, pr-=tvs, a by awl a0-Rise. such protsetbn Man caner a feneng a Sant Mvk» w MII pr.vwr farm to material from .xaavtbn, br.akag., cl,•nnlcal an aria type a eaneg.. C. A comp•twt wpsv*W*o d.nt, fan•nIa a norbna capal a rwdhg *oin s and athg an bNgM a Mr Cortraatan Nall W kept an tl+s work dr.g ge proge». 13. Ohogee In The Pork, A T. Contrator Mall eaxLkt a all levy d tw sg• to d•terntr the wised far ay ada4tMn to wercw» »vto. cansatbrr not art bbyy ronnol pantkg sal nr•�c�ssYrand•. A,.pat a ay Fr. Nall W •abnRtM-ta tw Onrr and Ile Irdlit-t1i.and p. ArdA-t Fen approval prior to wtenatbn, along nM a cast bsaa-cbm a addgloml »rub» ne.ded. S. Tr Comractto Man adv" the Oren ad Lodwep. Ardyt•ct a ay p.ebI sR• -slurs OVO nab- tolls. Ilejtt a •all eaMltlen•, eta) shot antfit ,.guns .h-go a plat mttobl or ad)vsbnA * to thrh ervabn hewn. The Owner will pprove N eh-j" it- d twmwd. 14, LCanclso sae Arohlteetl A. Tb.•tn•a.n MCNet 1. W. a,*- .4 tw »a, wForas .-lion. thn eiriva tw eantabaawwtshaal lbw. to to tall Haft and -W 1. dkM al, o not coto the eat,at. II z=t d Mr La,Mep. Arehg et Mall W final. The Cantraaor &tall ,claw• from the age all materbr ea.d•r•d not sp to .p.eMketkn by " I.adsecpe A-Nt•et and -plane. nM sugal. mat rbr. 15. Obatrvotlors, A Th, Contactor Mau h.ns•it nM tw -Wwc. and location of all ewfau ad sltauYau • rues•, uMIR" and wtallatbn Wfor. aonm•na.9 I-1, and Mall ovakt " drhsbacs to damp, to tam itroucw /avt t a 11 work. aWfaan to single., •Itwrtac• .truth-.e led wFalktbrr d wfa» oWtrvctbn damdgea Ly tw Contractor shoo W a tw Cat-ator'. orb tar, od expero•. - - �- 1i91 TYPICAL IRRIGATION WAD LAYOUT FOR 15096 0OVERA6E AS RECOMMENDED BY IRRIGATION PRCIMW1ORALS. 150%OVERLAP OOVERA6E WILL BE FROVIDW FOR ALL LANDSOAFED AREAS. IRRIGATION SYSTEM WILL INOLUDE A RAIN SENSOR. TYPICAL SHRUB PLANTING DETAIL REVISIONS: 07.23.19 � A l O O ~ U W M W O C a S"-I Ow � c a r e OU �j CJ $ rr.rQ.� s Q xa m I.A. CHECKED J.G. °A 6.25.19 scttE JOB NO. SHEEr LP-2 ,9 4p \ 500 MARK SET AG & DISK \ 'TRAVERSE LB 4431" y \ EL=C23 NAVD (88 3TODRq�AnRaav 1 7-VAO.74 S89'41'441'47"W 4An 51.9fi' 6 _ d 4 S25'15'47'E 4y d v 4-49 5.14' d f` m usr uArs a \ 1' a CUNNINGHAMOURT \ (P.O. .B. 36,38, P PO 87) l N TRACT '0' Aw,�lcnpw, u[ AS \ •• N N.YaID BY ALSD \ N al N eALO °s TAsr u(i°r� R+rLRows S06 13.23E s S8941346 WAN "ON WATER LANE '± 14 Z le .� OCATED UNE 2Z 2117 (aa yWTA ) -EV.-0.05 NAw OF 1988 KP s'v \ N,9' 12.86' ITRACOASTAL WATERWAY S31'06'09'E — a fA 1 1 1 1 1 �mwauwE N JP PROPERTY LINE. \• A F,�I S 4 dip rn Q A ap kit 1 \ I no wauP , I a mY stss aso' S89'41'47"W -- 49'37 M! A L nk SITE PLAN DATA RESIDENTIAL APARTMENT BUILDING AUTOMATIC FULLY SPRINKLERED PER NFPA 13 TYPE IA CONSTRUCTION PER 2017 FBC TYPE II (222) CONSTRUCTION PER NFPA 220 EXISTING ZONING: R-3 MULTIFAMILY RESIDENTIAL TOTAL SITE AREA: 77.366 SF (1.77 ACRES) PROPOSED DENSITY: 21 UNITS (12 UNITS/ACRE) PROPOSED 9 STORIES BUILDING HEIGHT: 101'-0" ABOVE TOP OF DUNE CODES: 1 !, \ REMAINDER OF LOT 186 \ OWNER: PAW BEACH CDIINtt (O.R.B. 3033, PC 753) IIJ) MONUMENT NOT FOUND V R-5 MONUMENT 11 NOW. S22A50'01'E E9 I SURVEY BEARING BASE N89A41'47-E 463.35' VV 7.49' �q +` d • Y° �. b '� d d d ,O DegF0 %AIDS \I �x �yM \' •` S S° �J irmmur 2 3 H o u�__________________ pe , _---------- ----- i_ 5___ ------------------- 1 ° —__—--- 7 o�. �^ 1 a 11 ST Y9 }5 •9 R ^i�J'0 OCEAN iY\ a \F ____ _ _ ___ __ ___________ ( ________________ - . 1 __ - Lul � 1. Lill A 11 4 1 I g� I 1 S35'24'10'W o id -a + 107sY ; 14.31' VF / `S2710'13'W --I 7. 7 1 ��• ® ` H 1s.7s' Y 1 I I El >9� GaVP'E 1 R ISLAND N °1 g I \ 1 (P•D. 1. PG. 101 o II �i oN `� a\ Z 1 , y. b H rn• AAa,V- FLORIDA FIRE PREVENTION CODE 6TH ED. (2017) N.F.P.A. 1012015 AS MODIFIED BY THE FLORIDA ADMINISTRATIVE CODE CHAPTER 69A-60 EGRESS WIDTH PER PERSON: LEVEL 0.2: STAIR 0.3 MINIMUM STAIR WIDTH 44"- IF OCCUPANCY< 50 THEN 36" STORAGE/PARKING ORDINARY HAZARD (CHAPTER 42.8 OF N.F.P.A. 101) MINIMUM CORRIDOR WIDTH 44" - IF OCCUPANCY< 50 THEN 36" NO COMMON PATH OF TRAVEL OVER: 50' NO DEAD END CORRIDORS EXCEED: 50' MAXIMUM TRAVEL DISTANCE: 400' O :200' E 'S ANNINIMML m1 AIO ® D 40M LR TOM IILNaO AMM OI7NNL NIOWF AM TIN Im11. INNQi CP 1 M. NH006 AUXIIIIS7q - RMM NA TA W Mill LR111111 ANNIMU OD{ D Q li�1R° ■ 1� aJ• AV® N W®O A 16N AIIIIIIIIIIISL'L r" 5swn IML I PROPER Y LIN S AlMum TIN) �rta ErS89'41'47'W 403.07 RESIDENTIAL OCCUPANCY (CHAPTER 30 of N.F.P.A. 101) OCCUPANCY LOAD FACTOR = 200 GROSS MINIMUM CORRIDOR WIDTH 44" - IF OCCUPANCY< 50 THEN 36" 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: 50' NO DEAD END CORRIDORS EXCEED: 50' FLORIDA BUILDING CODE 6TH ED. (2017) EGRESS WIDTH PER PERSON: LEVEL 0.2 : STAIR 0.3 MINIMUM STAIR WIDTH 44"- IF OCCUPANCY< 50 THEN 36" RESIDENTIAL GROUP R2 OCCUPANCY LOAD FACTOR = 200 GROSS MINIMUM CORRIDOR WIDTH 44"- IF OCCUPANCY< 50 THEN 36" MAXIMUM TRAVEL DISTANCE: 260' MAXIMUM COMMON PATH OF TRAVEL: 125' NO DEAD END CORRIDORS EXCEED: 50' : 2O' NFPA 13-R SPECIAL STORAGE OCCUPANCIES AUTOMOBILE PARKING GARAGES GROUP S2 OCCUPANCY LOAD FACTOR = 200 GROSS MINIMUM CORRIDOR WIDTH 44"- IF OCCUPANCY< 50 THEN 36" NO DEAD END CORRIDORS EXCEED: 20' MAXIMUM TRAVEL DISTANCE: 400' 0 :200' E REMANDER OF LOT 187 OWNER: BOARD OF TRUSTEES OF THE INTERNAL IMPROVEMENT TRUST FUND (0ILD. 5109, PG 637) .03' •--F- S00'49'46"W d x® FIRE SPRINKLER NOTES: THE BUILDING SHALL BE EQUIPPED THROUGHOUT WITH A SUPERVISED AUTOMATIC FIRE SPRINKLER SYSTEM DESIGNED AND INSTALLED IN ACCORDANCE NTH WPA 101 SECTION 30.3.5.2 AND NFPA 13 PLANS AND SPECIFICATIONS OF THE SPRINKLER SYSTEM SHALL BE SUBMITTED FOR LOCAL JURISDICTIONAL RENEW AND THEY MUST BE APPROVED PRIOR TO CONSTRUCTION. THIS SYSTEM SHALL BE FULLY AUTOMATIC AM MONITORED. FIRE ALARM NOTE: THE BUILDING SHALL BE EQUIPPED THROUGHOUT WITH AN DERGENCY-VOICE ALARM COMMUNICATION SYSTEM DESIGNED AND INSTALLED N ACCORDANCE NTH SECTION 30.3.4 OF NFPA 101 AND NFPA 72, NATIONAL FINE ALARM CODE A TOUCH SCREEN, COMPUTER GRAPHIC INTERFACE TECHNOLOGY SHALL BE INSTALLED WTHIN THE ENHANCED FIRE ALARM ANNUNCIATOR. FIRE EXTINGUISHER NOTE: PORTABLE FIRE EXTINGUISHERS SHALL BE SPECIFIED AND LOCATED IN ACCORDANCE WITH THE STANDARDS OF NFPA 10 STANDARD FOR PORTABLE FIRE EXTINGUISHERS, 2DI7 EDITITION. ELEVATOR: THIS BUILDING SHALL PROVIDE PRESSURIZED ELEVATOR HOISTWAYS IN ACCORDANCE NTH SEC. 3006.3.4 AND 909.21.1 OF FBC ONE SERVICE ELEVATOR (4500LB CAP.) SHALL PROVIDE AN INTERN DEPTH OF 87' FOR TRANSPORTING PARENTS ON STRETCHERS AND MEDICAL EQUIPMENT IN ACCORDANCE NTH VILLAGE CODE OF ORD. SEC 78-331(G)(2). EXIT NOTE: THE EXIT DISCHARGE SHALL BE ARRANGED AND MARKED TO MAKE GEAR THE DIRECTION OF EGRESS TO A PUBIC WAY. STAIRS SHALL BE ARRANGED SO AS TO MAKE CLEAR THE DIRECTION OF EGRESS TO A PUBIC WAY. STAIRS THAT CONTINUE BEYOND THE LENT OF EXIT DISCHARGE SHALL BE INTERUPTED AT THE LEVEL OF EXIT DISCHARGE BY PARTITIGNS, DOORS OR OTHER EFFECTIVE MEANS. DURING ITS SWING ANY DOOR N A MEANS OF EGRESS SHALL LEAVE UNOBSTRUCTED AT LEAST 1/2 OF THE REQUIRED EGRESS WIDTH OF AN AISLE. CORRIDOR, PASSAGEWAY OR LANDING, NOR PROJECT MORE THAN 7" INTO THE REQUIRED EGRESS WIDTH OF AN AISLE. CORRIDOR, PASSAGEWAY OR LANDING WHEN FULLY OPEN. SMOKEPROOF TOWER COMPONENT: THE BUILDING SHALL BE EQUIPPED WITH A SINGLE STATION SMOKE ALARM DETECTION SYSTEM AND CARBON MGNOMDE DETECTION WTHN (10') OF EVERY SLEEPING UNIT WTHIN THE BUILDING PER SEC. 30.3.4.6. OF NFPA 101. SUPERVISORY FUNCTION OF LIVING AREAS WTH SMOKE ALARM DETECTION SYSTEMS CONNECTED TO THE MAN FIRE ALARM PANELS SHALL BE PROVIDED. PROVIDE FULL SMOKE DETECTION IN ALL COMMON AREAS. EMERGENCY PLAN: THE BUILDING SHALL HAVE AN EMERGENCY EVACUATION PLAN IN ACCORDANCE WTH SECTION 4.8 OF NFPA 101. V! 1 AQ Q O �C) U ^ W v 1 (~ I I Q U o H Z F- J Q o- rr Z W Q LL J Q a cn W W (L fn J DwwN CHE—D — 7-22-19 S— V- 20' J09 N0. SHEIT LS.0 ENCLOSED BUILDING AREA = 23,247 SF COVERED BUILDING AREA = 25,325 SF ENCLOSED CABANA AREA = 720 SF .l .l .l .l .l Y/ PROPERTY LINE \ + \ , lansxxa.gHc. ; o - IOACCESSORY SiAUCTUR6 SEFBACIC l 0 �-- --- o n'I-------- ------------ T----" � relczrrwcs�an meru.\roow+oe .+ `- \ \ , L DC ARGE _ -- __ � \ �.� ATE f ° 20X •TYP. __ __ __; \ EXIT O O O O 'O t O'\ O O �7 - O DISCHARGE 7 2 J 5 Ol l 7 8 9 10 - �. --------------------------!----- ------ 7------T'---------------------------------------------- 145 \ moo• ze 7noE owvE asus 9'-0' 12•-0. .-0. ° ti ' ; j i 21 \ 1 BEACH 1 \ \ 1 12 IS \ T 1 �opo ° IT r— \ \ I � ra1�xAxEsu ro i $ j / 1 DISQ RGE 1 i o _ p I— p \ GQW \ Iv— -1 i utt >o, _-�\��sunmc ,sieov°sli, c�'isnn lrr.l � ----------- ' / II Ton O d F-- =1 LLL]]] oT 1 a� O . li CCCJJJ --=*0 - --- ----------- --------- -------- - El E�IT \\\ `\ 136�/' � • _ _ .._ - � - --- - - --� ---- "- R �-------- ---- � -- ®ISCi ARC PROPERTY LINE 1� \ 20'-0• 'l � 1Z \ ` \ .1 NORTH 7® AFAMWrUIML C AM DUAL EVAMM a 7M > AM= O/RUL 7lbBl.'7' — — — IMPMS CP 80� 1A 8W®8B AIMII1011 - RA7NY AM, M 7M D7 IR 7M 1871WMXTt1ti. CWIIIIII).'EM d EMTMKR i 0 ll� t W AUN WRITM R 7138 Awl= LIFE SAFETY LEGEND cy AREA AREA = SO FT. FACT = OCCUPANT LOAD FACTOR AC OL (SO f7. /PERSON) OL =OCCUPANT LOAD ® BACI<HT EXIT SIGN I� EXIT ACCESS ROUTE TRAVEL DISTANCE (FT) T= TOTAL TRAVEL DISTANCE CP= COMMON PATH OF TRAVEL M EXIT LOCATION ® X =EXIT YADTH Y =EXIT CAPACITY �FE�C PORTABLE FIRE EXTINGUISHER CABINET V C\ PORTABLE FIRE EXTINGUISHER SURFACE MOUNTED 1-HOUR RATED WALL 2-HOUR RATED WALL � Q � �O/ O W x w � W� w O v 1 F-I O 1� P4z H wH O V � o Z Q J J n. W >- � I— W W J LL m N m W J J au.x CHECKED °\1E 7-22-19 scuE 7178"•1'L" JOB NG SHEEP LS.1 � Q � �O/ O W x w � W� w O v 1 F-I O 1� P4z H wH O V � o Z Q J J n. W >- � I— W W J LL m N m W J J au.x CHECKED °\1E 7-22-19 scuE 7178"•1'L" JOB NG SHEEP LS.1 STAIR DIN TERRACE 35" 180 I/ FITNESS CENTER 1000 \ \ 1 50 20 IL r---------------- � I I I I F- FEC ------ I i I I ' CLUB ROOM I (ASSEMBLY) I pip I 89" ,400 I KITCHEN 345 ` 15 94 i �--2-8-1-- i / I 48 t� -tip-1 i ,53 S.E. STAIR UN \ 7I:RRACI, \ 34" /� 7o NORTH V RESIDENCE 3950 \/ Cl BEDROOM A \ oc_ TERRACE \ JKITCI-TEN \\ BEDROOM 2 r . I I' x Iv WOMEN HAlli > 4'h' %fi AN. W D \ sl: Xt; LIN A 1 ORAND 20 \ SALON zX2o' r--1 _� MEN I I ----------- --------- L--J� _____—_—__ `♦ DINING I , IGfi'X b' I•Ar-'I RR> / r—; —1 PdYER rj 1@Rs P.E.I � _lA'7—y- -J fi I HLEC. � I I 34' B R.S — '7 P.E.2 no fly-s-xug 1 roYER I pDININO IFai"%14'----- __--- 1 L--J-----------. 1 OPEN TO LOBBY _ r AC I1 BELOW W'.LC. LIN . BATx a :102L LIFE SAFETY LEGEND APARTMENT BU DING BEDROOM 2 4'Xlo' AREA AREA - SO FL FACT= OCCUPANT LOAD FACTOR FULLY SPRINKLERED PER NFPA 13 AC OL (SO FT. /PER50N) OL =OCCUPANT LOAD RESIDENTIAL & AMENI-Y.LEVEL 0 ® BACKLIT EXIT SIGN TYPE IB CONSTRUCTION PER 2017 FBC \ TYPE II (222) CONSTRUCTION PER NFPA 220 �.1� EXIT ACCESS ROUTE �— — — — — — — — — — — — W USE GROUP CLASSIFICATIONS: T� TRAVEL DISTANCE (FT) T= TOTAL TRAVEL DISTANCE This project will be designed and constructed as mixed occupancy facility per NFPA 101 sec. 6.1.14.2.2 with the Residential (R-2) occupancy CP= COMMON PATH OF TRAVEL being the predominant use. Incidental uses within the building include Storage (S-2) & Assembly (A-2) occupancies. EXIT LOCATION RESIDENTIAL OCCUPANCY =EXIT W,OTH (CHAPTER 30 of N.F.P.A. 101) ®x y Y =EXIT CAPACITY OCCUPANCY LOAD FACTOR = 200 GROSS MINIMUM CORRIDOR WIDTH 44"- IF OCCUPANCY< 50 THEN 36" FEC PORTABLE FIRE EXTINGUISHER CABINET 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: 50' NO DEAD END CORRIDORS EXCEED: 50' F PORTABLE ERE EXTINGUISHER SURFACE MOUNTED ASSEMBLY OCCUPANCY ORDINARY HAZARD (CHAPTER 12 of N.F.P.A. 101) —•--•� ,-HOUR RATED WALL MINIMUM CORRIDOR WIDTH 44" NO COMMON PATH OF TRAVEL OVER: 20' - IF OCCUPANCY< 50 THEN 75' —••—•� 2-HOUR RATED WALL NO DEAD END CORRIDORS EXCEED: 20' MAXIMUM TRAVEL DISTANCE: 250' FOR FULLY SPRINKLERED BUILDINGS >� ARLTBIBCIVRAI, D®cn Arm DerAa rRUWMiB raR ,>m BDB1lBID ANDiDR ovmAl2. ERDIBCT APE 1Im Iecu. PROPERTY W RDBBRI' N. b11FDB08 ARC]QIEC19 - PLWIORLI A14. M TIffR L® ICM TI@ RFPADp1CIlON. DaralRLcnaN, at DIIn®OI111N a xmrmrlm DNIP39 AVINOR®w wARDm x T1m APLIBIELT. BEDROOM 3 IY%ISd- IXRIXMR RIr[lI1:N \ ----- ,zo'-----I------MASTER -� BEDROOM � 22'x IT `� W.\RDRUUI:I WARDROBE2 ID-B-X 10' � � nao W fV.AR xDROBE. WARDRDBeI %10 0 �� MAS'1'1112 — — — — — HB'--------� BE -----I 22N1T 'I � UUTDOOft Kfi'c'NI'll / GRAND � SALON / ---�•�� 7'I:RRACI: SOUTH — RESIDENCE 3950 zoo zo DI Ill TOTAL ENCLOSED AREA = 13,762 SF W O O r� r, v W F¢- I M WSa CIO W N x 14 z qz �_ 'Z J IL W N LL J Q W N > W W LL I -A mAml CHECKED 7-22-19 ace Ho. SHEET LS.2 LIFE SAFETY LEGEND AREA AREA = SO FT. FACT = OCCUPANT LOAD FACTOR AC OL (SO FT. / PERSON) OL = OCCUPANT LOAD ® BACKLIT EXIT SIGN EXIT ACCESS ROUTE TRAVEL DISTANCE (FT) T- TOTAL TRAVEL DISTANCE CP= COMMON PATH OF TRAVEL MEXIT LOCATION X = EXIT ® Y =EXIT CAPACITY CAPA PORTABLE FIRE EXTINGUISHER CABINET FFF_E__CJ V �\ PORTABLE FIRE EXTINGUISHER SURFACE MOUNTED �•�-� i-HOUR RATED WALL ����•� 2-HOUR RATED WALL 30'-0"* TL'RRACC CO GRAND SALON ar x �x-r,• BEDROOM l � id�.e• T111±�x III HEN IrXlr LM .'� 3 L BEDROOM �sJ WOMEN E C i= III I_ _�� SOUTH RESIDENCE F.V. BEDROOM 4 Iz' QM1THJ � • g A G7 BEDROOM 3 2HB APABIBCIL9W, OiSpN AND OBfAQ, pUYlpip ICA 2HB IUYDBq ANLY90. 01.01AI2. EROIBCE ARE lH8 IB6V. PWP®UY OP � IL SIYEOPDB ARtWIBCl9 - PLWIJPJti AIA PA 2REBl 1>� POR TIiR RBPROpx:HlM CRaTIRECIIR{ OR 081R®U,ION 6 1ROf®r1ID UK1ID AVIIiONLPD LY WRTTINO •Y T,91 ARCI9IBLT. P.LEC. NORTHEAST RESIDENCE 3950 200 20 i # � �`b TERRACE GRAND 20 SALON rxz6 olrroouRxmwB+ `----- ,20 MASTER -----I-------1 BEDROOM �` r_•Xlr r � � t ID N'ARDROBEI �` 13• X IQ' � Hts WARDROBF:2 -_J ® ® O - O ® ® 0 I IRS I WAADROBE2 / sXIN' Itt-tl'%IP' r-! N'MDROBEI ' L L7 I)•X ltl � O MASTER BEDROOM � - — 118' � ovroix,R Xn rnrN I K` 20' GR%AND SALON. 4.'X26 � ✓./ rERRAcr "El O D% `�------- APARTMENT BUILDING FULLY SPRINKLERED PER NFPA 13 RESIDENTIAL LEVEL TYPE IB CONSTRUCTION PER 2017 FBC TYPE II (222) CONSTRUCTION PER NFPA 220 USE GROUP CLASSIFICATIONS: This project will be designed and constructed as mixed occupancy facility per NFPA 101 sec. 6.1.14.2.2 with the Residential (R-2) occupancy being the predominant use. Incidental uses within the building Include Storage (S-2) & Assembly (A-2) occupancies. RESIDENTIAL OCCUPANCY (CHAPTER 30 of N.F.P.A. 101) OCCUPANCY LOAD FACTOR = 200 GROSS MINIMUM CORRIDOR WIDTH 44" - IF OCCUPANCY<50 THEN 36" 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: 5V NO DEAD END CORRIDORS EXCEED: 50' • SECTION 1007.1.1 EXCEPTION 3 TAKEN AT RESIDENTIAL LEVELS 3.9 TOTAL ENCLOSED AREA = 14,037 SF U �W� Wga Cl1 ~ F Ow � Az= Oq° x a 1 —L cM _a `W J LL d W LL J wuex CHECNEB 7.22-19 m No SNEET LS.3 30' - 0"* ---------------- BHEIROOM 4 O O C1i 12X 11-p" / E I L El B'DROO 3 O II X" Lw, WII D I"-----------^, II Rnn1r TORRACE 1 _ I — — — — — — — -- 11 - -- BEDROOM 2 1 1 P.E.I II I u --- - HLHC. I- I --- 4e• FEC -- 153 SI?RVICI', I [ALL - LIFE SAFETY LEGEND AREA AREA = 50 FT. FACT = OCCUPANT LOAD FACTOR AC OL (SO FT. / PERSON) OL = CCCUPANT LOAD �j BACKLIT EXIT SIGN r+� EXIT ACCESS ROUTE TRAVEL DISTANCE (FT) T= TOTAL TRAVEL DISTANCE CP= COMMON PATH OF TRAVEL NEXIT LOCATION X EXIT A ® Y = EXIT CAPACITY CITY PORTABLE FIRE EXTINGUISHER CABINET �FE�C Vr\ PORTABLE FIRE EXTINGUISHER SURFACE MOUNTED �•��+� 1-HOUR RATED WALL �••�r� 2-HOUR RATED WALL O� IUuI I In � N1 X — Ir.fi-r.rb- /•------- / / / / / KI'F(J. 21-6N / n'x a' / I / CRAND SALON j x" DON C 15'b" x 14'b' T CL CL. I r-� I I IYL'R� N �1)._a..I n'fi' W.\RDRf)DI: 1 I I D L L I L iDRIIRL 2 c'Xln•I HIS I —J ■ � �' I r - � �� III ■ [II III ■II ;m FloE oilU - •� SIC ■ ��� � TIR ARLIDI8CILIW. D6WN AND DElAR. DRAMw® WN n0 BIIRDp1D AHDpt QIfiRA1L 19LYBCr ARR lIB IBML r.Drmmr fF,�r Y 9rr81tl18 AY�41HCI4 - . AIA PA TDLI Ilffi IOR IH9 RFPRODI/CIRRL COIIIIRDCI%RL ql DHIABIRION B PPAD811'D DtUI'S AUDIOR®w MUfRJO 6Y iH8 ARCtQIBCr. APARTMENT BUILDING FULLY SPRINKLERED PER NFPA 13 RESIDENTIAL LEVEL TYPE IS CONSTRUCTION PER 2017 FBC TYPE II (222) CONSTRUCTION PER NFPA 220 USE GROUP CLASSIFICATIONS: This project will be designed and constructed as mixed occupancy facility per NFPA 101 sec. 6.1.14.2.2 with the Residential (R-2) occupancy being the predominant use. Incidental uses within the building include Storage (S-2) & Assembly (A-2) occupancies. RESIDENTIAL OCCUPANCY (CHAPTER 30 of N.F.P.A. 101) OCCUPANCY LOAD FACTOR = 200 GROSS MINIMUM CORRIDOR WIDTH 44" - IF OCCUPANCY< 50 THEN 36" 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: 50' NO DEAD END CORRIDORS EXCEED: 50' " SECTION 1007.1.1 EXCEPTION 3 TAKEN AT RESIDENTIAL LEVELS 3-9 -" NORTH -- RESIDENCE -- 5150 zoo 2e 1 L'RRACO 20 OUFUL—R KH clu:N MASTOR BP.DRUOM o.A•-0-X I7 El MAS'I'OR BEDROOM -X IY DUI'DOORKH't® 20 11RRACE SOUTH RESIDENCE ♦` 5335 200 27 (T NORTH TOTAL ENCLOSED AREA = 11,447 SF Vl Q Q 0 W �a O O LV i as z WF m: O u �- IJ•i � s z a W 0 LL Ja W N > W W LL J J c.wr,v L�•E<NE� FA'E 7-22-19 !on r:e r.eE; LSA LEVEL B TERRACE B17LOW LIFE SAFETY LEGEND AREA AREA = SO FT. FACT = OCCUPANT LOAD FACTOR FAC OL (SO FT. / PERSON) OL = OCCUPANT LOAD ® BACKLIT EXIT SIGN W EXIT ACCESS ROUTE TRAVEL DISTANCE (FT) T= TOTAL TRAVEL DISTANCE CP= COMMON PATH OF TRAVEL EXIT LOCATION X == EXIT WIDTH ® Y EXIT CAPACITY PORTABLE FIRE EXTINGUISHER CABINET �F�EC Vim\ PORTABLE FIRE EXTINGUISHER SURFACE MOUNTED I -HOUR RATED WALL 2-HOUR RATED WALL A BIiUt200, 3 it:\III � REDROOM 2 IYxI+' BEDROOM 4 IS'-1' x,- BATH a r :DROOM 3 ;21. x IG THB AP4]RIA'1I10.Y. D69CN AND DBIAR, piAM'V�CE FO0.'I51B BDRma ANDA0. DV6R.114. PRlYnCT AIiB T10L IE(41L T40P0H'( OP ➢LLiRT N 6FIIFOB AROIIIHCI$ - PIANN W..M,, P\ 'HOIDt l� iql IIfB ,IDIWDEx:ilgi. ooNsiRucnaµ aR nelRnvnaN a ePaBeTlm uNlm ,unTUR®w rvmma er nm Aulviecr. 30'-0"* \I-RA NORTH II cv ��SIDENCE ❑ EAMLL.Y ----- --5150 In•-c•x is•.c --- 9200 28 BEDROOM 4 0 J. Izxlr-s'E❑ I KTI'CIB N / / GRAND / SALON YR \ DEN (ram ❑ SI' CL. CL nFJ — 1 F--, MASTER / O BEDROOM'-1' /i UYER III:A3 I O 25x 17P. ' II ELEC. S.E. rl FEC SERVICE. LALL I�. ® �� 1♦ Fi ■ - r EN 0 _ I■�II ° ® SIC■ 0 Ll 11 MID LJ - o HI' "xl`:I NmRDRDnr:+ I � W.iRDRT)BE i X 1�• Iv-N'xly C L� o MnsrFat BEDRUOM 26'-1' x 17 • �J GRAND SALON x zo APARTMENT BUILDING FULLY SPRINKLERED PER NFPA 13 RESIDENTIAL LEVEL TYPE IB CONSTRUCTION PER 2017 FBC TYPE II (222) CONSTRUCTION PER NFPA 220 USE GROUP CLASSIFICATIONS: This project will be designed and constructed as mixed occupancy facility per NFPA 101 sec. 6.1.14.2.2 with the Residential (R-2) occupancy being the predominant use. Incidental uses within the building include Storage (S-2) & Assembly (A-2) occupancies. RESIDENTIAL OCCUPANCY (CHAPTER 30 of N.F.P.A. 101) OCCUPANCY LOAD FACTOR = 200 GROSS MINIMUM CORRIDOR WIDTH 44" - IF OCCUPANCY< 50 THEN 36" 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: 50' NO DEAD END CORRIDORS EXCEED: 50' ' SECTION 1007.1.1 EXCEPTION 3 TAKEN AT RESIDENTIAL LEVELS 3-9 TRRDTRIR KH"-IIEN — G' -- 7'IiRRACIi SOUTH RESIDENCE 5335 zoo zT TOTAL ENCLOSED AREA = 11,447 SF �ll O (I--1 U v W H W O c �a O I� Q Q Y % V) R W d U W Q a s W Z OJ L=a r } Z~ a W LL J W W W U- J J -KEo A1E 7-22-19 :aB r:o FIT LS.5 €m n ® y o m �I D - - m F� < � ra m m r r s� z z n o� a n Im a n o - o _j L;_ - I 1 / I 1 1 j 1 1- �♦ i J ♦♦ J. i JI Jr ro z ♦♦ ro ♦♦ m O ♦ i Z O ro Z o ro ♦ ♦ 4f opo x < x o m < a m ccz m PCJ m z m ♦♦♦ a ♦♦ o x i m y t7 m NO ♦ Nz ♦♦ Nopm O d m m b. m 1 n g ROOF TERRACE LEVEL ROBERT M. 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