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Land Development and Planning Project Files_2475 S. Ocean Blvd._20200213_Application No. 19-0009
TRANSMITTAL FORM REPORT OF REVIEW & ACTION BY PLANNING BOARD Transmit to: Town Planner Ingrid Allen Building Department Applicant/Owner: Mr. & Mrs. Brian Kessler Property Address: 2475 S. Ocean Blvd, Highland Beach, FL 33487 Property Control Number: 24-43-46-28-09-000-0130 Application No. 19-0009 D Preliminary Review: � Final Review: Construction of New Structure D Amended Site Plan Review D Other: Date: February 13, 2020 AT THE FEBRUARY 13, 2020, MEETING, THE PLANNING BOARD REVIEWED THE ABOVE MATTER PER THE REQUEST OF THE TOWN PLANNER DATED JANUARY 8, 2020, AND HEREBY CERTIFIES THAT THE FOLLOWING ACTION WAS TAKEN: D Denied D Recommendation to Approve � Approved with Modifications ( as noted) D Other: PLEASE TAKE WHATEVER A TION IS REQUIRED TO COMPLETE THE SUBJECT MATTER, I.E., ISSUE PE �� SM T COMMISSION, RETURN TO APPLICANT, ETC. IF THE ABOVE PLANS WERE DENIED OR APPROVED WITH MODIFICATIONS, PLEASE NOTE THE BOARD'S FINDINGS: MOTION: Member Goldenberg moved to approve Application 19-0009 with the condition that clarification of the property line/setback was needed regarding the lateral concrete wall. Member Mendelson seconded the motion. UPON ROLL CALL: Member Goldenberg -Yes; Member Mendelson -Yes; Member DeMoss -Yes; Member Adwar -Yes; Member Boden - Yes; and Chairperson Axelrod -Yes. Motion carried on a 6-0 vote. CLERK'S OFFICE USE ONLY- Transmitted to the Building Department: 02/13/2020 APPROVED by Planning Board 02/13/2020 Application No. 19-0009 HIGHLAND BEACH BUILDING DEPARTMENT 3614 S. Ocean Boulevard Highland Beach, FL 33487 Ph: (561) 637-2012 PLANNING BOARD STAFF REPORT MEETING DATE: February 13, 2020 TO: FROM: SUBJECT: PLANNING BOARD INGRID ALLEN, TOWN PLANNER APPLICATION BY SMITH ARCHITECTURAL GROUP, INC., REQUESTING APPROVAL FOR A NEW TWO-STORY, 16,029 SQUARE FOOT SINGLE FAMILY RESIDENCE AND GUEST HOUSE WITH POOL AND SPA LOCATED AT 2475 SOUTH OCEAN BOULEVARD (APPLICATION NO. 19-0009) I.GENERAL INFORMATION: Applicant Property Owner: Architect/Designer Smith Architectural Group, Inc. 206 Phipps Plaza Palm Beach, Fl. 33480 Brian S. Kessler and Jennifer L. Kessler 5 826 Windsor Terrace Boca Raton, FL 33496 Smith Architectural Group, Inc./ Jeffery Smith 206 Phipps Plaza Palm Beach, Fl. 33480 AGENDA ITEM 9B A New Residence for: Mr. & Mrs. Brian Kessler 24 7 5 South Ocean Boulevard Highland Beach, FL 33487 (Pd�CC��W�[Q) JAN 2 7 2020 HIGHLAND BEACHBUILDING DEPARTMENT �ng oog60 1111.MII.RICJ,I'\ lb.'HUll.Ul"��UllllTlf 21901 NO. '-101lll'lt',\T10� l>Arf. I _]_ 12 ll � z < rJi I-< � � Cover Sheet AGENDA ITEM 9B1 PUBLIC NOTICE APPLICATION NO. 19-0009 500 Ft Public Notification Boundary January 29, 2020 Dear Property Owner: This is to notify you that the PLANNING BOARD of the Town of Highland Beach will conduct a public hearing on Thursday, February 13, 2020 at 9:30 AM in the Commission Chambers at Town Hall, 3614 South Ocean Boulevard, Highland Beach, Florida to consider the following application. APPLICATION NO. 19-0009 BY SMITH ARCHITECTURAL GROUP, INC. REQUESTING APPROVAL FOR A NEW TWO-STORY, 16,029 SQUARE FOOT SINGLE FAMILY RESIDENCE AND GUEST HOUSE WITH POOL AND SPA LOCATED AT 2475 SOUTH OCEAN BOULEVARD, HIGHLAND BEACH, FLORIDA 33487. The application is available for inspection in the Town Clerk’s Office at Town Hall, Monday through Friday during normal business hours of 8:30 a.m. to 4:30 p.m. Any person that decides to appeal any decision made by the Town Commission with respect to any matter considered at this meeting, such person will need to ensure that a verbatim record of the proceeding is made, which includes the testimony and evidence upon which the appeal is based. The Town of Highland Beach does not provide such a record. In accordance with the Americans with Disabilities Act, persons who need special accommodation to attend or participate in this meeting should contact the Town Clerk’s Office at (561) 278-4548 at least 48 hours prior to the meeting. If you are hearing or speech impaired, please contact the Florida Relay Service at 1-800-955-8770 or 1-800-955-8771. For additional information, please contact the Town Planner at (561) 637-2012. TOWN OF HIGHLAND BEACH, BUILDING DEPARTMENT SUN-SENTINEL SUN-SENTINEL Published Daily Fort Lauderdale,Broward County,Florida Boca Raton,Palm Beach County,Florida Miami,Miami-Dade County,Florida State Of Illinois County Of Cook Before the undersigned authority personally appeared Blaine Rogers,who on oath says that he or she is a duly authorized representative of the SUN-SENTINEL,a DAILY newspaper published in BROWARD/PALM BEACH/MIAMI-DADE County,Florida;that the attached copy of advertisement,being a Legal Notice in: The matter of 11720-Notice of Public Meeting, Town of Highland Beach Florida Monday 3rd public hearing on Thursday,February 13,2020 at 9:30 AM Was published in said newspaper in the issues of;Feb 03,2020 Affiant further says that the said SUN-SENTINEL is a newspaper published in said BROWARD/PALM BEACH/1VIIAMI-DADE County,Florida,and RECEIVED • that the said newspaper has heretofore been continuously published in said BROWARD/PALM BEACH/MIAMI-DADE County,Florida,each day and O has been entered as second class matter at the post office in BROWARD FEB 1 0 - County,Florida,for a period of one year next preceding the first publication of the attached copy of advertisement;and affiant further says Town of Highlana Beach,F�. that he or she has neither paid nor promised,any person,firm or corporation, any discount,rebate,commission or refund,for the purpose of securing this f H- — advertisement for publication in the said newspaper. —/ Signature of Affiant Sworn to and subscribed.eme this: February 03,2020. r�¢ OFFICIAL Signator f Notary Public ELIZABETH BOLIN PUBLIC_STATE OF ILLINOIS MY COMMISSION EXPIRES:12/20/22 Name of Notary,Typed,Printed,or Stamped Personally Known(X)or Produced Identification( ) Sold To: Town of Highland Beach Florida-CU00661788 3614 S Ocean Blvd Highland Beach FL 33487,FL 33487-3393 Bill To: Town of Highland Beach Florida-CU00661788 3614 S Ocean Blvd Highland Beach FL 33487,FL 33487-3393 Affidavit Delivery Method:U.S.Mail Affidavit Email Address: 6581699 SUN-SENTINEL TOWN OF HIGHLAND BEACH PUBLIC HEARING YOU ARE HEREBY NOTIFIED that the Planning Board of the Town of Highland Beach will conduct a public hearing on Thursday Februar,/ 13. 2020 at 9:30 AM in the Commission Chambers at Town Hall, 3614 South Ocean Boulevard. Highland Beach.Florida to consider the following application: APPLICATION NO. 19-0009 BY SMITH ARCHITECTURAL GROUP.INC. REQUEST- ING APPROVAL FOR A NEW TWO-STORY. 16.029 SQUARE FOOT SINGLE FAMILY RESIDENCE AND GUEST HOUSE WITH POOL AND SPA LOCATED AT 2475 SOUTH OCEAN BOIJLEVARD. HIGHLAND BEACH. FLORIDA 33487. The appktion is available for inspection in the Town Clerk's Office at Town Hall Monday through Friday during normal business hours of 8:30 a.m. to 4:30 p.m. Any person that decides to appeal any decision made by the Town Commission with respect to any matter considered at this meeting.such person will need to ensure that a verbatim record of the proceeding is made.which includes the testimony and evidence upon which the appeal is based. The Town of Highland Beach does not provide such a record. In accordance with the Americans with Disabilities Act, persons who need special accommodation to attend or participate in this meeting should contact the Town Clerk's Office at(561)278-4548 at least 43 hours prior to the meeting. If you are hearing or speech impaired; please con- tact the Florida Relay Service at 1-800- 955-8770 or 1-800-955-8771. For additional information, please contact RECEIVED the Town Planner at(;561) 637-2012. TOWN OF DEPARTMENT BEACH,BUILDING FEB ® 2.3.12020 6581699 hland Town of HigBeach,FL Order#-6581699 Other Related Documentation for Development Approval Application # 19=0009 Property: 2475 S. Ocean Blvd. Depart *a ,,0 STATE OF FLORIDA o DEPARTMENT OF ENVIRONMENTAL PROTECTION � , °� Division of Water Resource Management • 2600 Blair Stone Road - Mail Station 3522 r Tallahassee, Florida 32399-2400 (850) 245-8336 o tie Olental P< 0 PERMIT NUMBER: PB-1324 PERMITTEE Brian and Jennifer Kessler Darwin Stubbs, P.E. L�OJIGVHI Isiminger & Stubbs Engineering, Inc. p,ND BEACH649 U.S. Highway 1, Suite 9 G pEPARTMENT North Palm Beach, FL 33408 NOTICE TO PROCEED AND PERMIT FOR CONSTRUCTION OR OTHER ACTIVITIES PURSUANT TO SECTION 161.053, FLORIDA STATUTES FINDINGS OF FACT: An application for authorization to conduct the activities seaward of the coastal construction control line that are indicated in the project description, was filed by the applicant/permittee named herein on September 30, 2019 and was determined to be complete pursuant to rule on September 30, 2019. The proposed major structure(s) is to be located landward of the 30-year erosion projection and the existing line of construction established by major structures in the immediate area. CONCLUSIONS OF LAW: After considering the merits of the proposal and any written objections from affected persons, the Department finds that upon compliance with the permit conditions, the activities indicated in the project description of this permit are of such a nature that they will result in no significant adverse impacts to the beach/dune areas or to adjacent properties; that the work is not expected to adversely impact nesting sea turtles, their hatchlings, or their habitat; that the work is expendable in nature and/or is appropriately designed in accordance with Section 6213-33.005, Florida Administrative Code. The direct and cumulative impacts to the beach and dune system that will be caused by the seaward location and shore - parallel width of the proposed construction represent the maximum such impacts that are acceptable to the Department. Therefore, future construction on the site seaward of the coastal construction control line shall not extend further seaward of, or increase the shore -parallel coverage occupied by, the proposed structures approved pursuant to this permit. Based on the foregoing considerations, the Department approves the application; authorizes construction and/or activities at the location indicated below in strict accordance with the project description, the approved plans (if any) and the General Permit Conditions which are by this reference incorporated herein, and any additional conditions shown below, pursuant to Section 161.053(4), Florida Statutes. EXPIRATION DATE: January 21, 2023 LOCATION: Between approximately 252 feet and 353 feet south of the Department of Environmental Protection's reference monument R-191, in Palm Beach County. Project address: 2475 S. Ocean Boulevard, 33487. PROJECT DESCRIPTION: Two -Story, Single -Family Dwelling 1. Location relative to control line: A maximum of 17.75 feet seaward. PERMITTEE: Brian and Jennifer Kessler PERMIT NUMBER: PB-1324 PAGE 2 2. Exterior dimensions: 163 feet in the shore -normal direction by 75.5 feet in the shore -parallel direction. 3. Type of foundation: Pilings. 4. First finished floor elevation: +22.50 feet (NAVD). 5. Second finished floor elevation: +39.00 feet (NAVD). Swimming Pool 1. Location relative to control line: A maximum of 55.45 feet seaward. 2. Exterior dimensions: 20 feet in the shore -normal direction by 47 feet in the shore -parallel direction. 3. Type of foundation: Pilings. 4. Deck elevation of swimming pool: +22.50 feet (NAVD). 5. Bottom elevation of swimming pool: +15 feet (NAVD). 6. Maximum depth of swimming pool: 6 feet. 7. Height of pool deck above existing grade: 0 feet. One-story Beach Cabana l . Location relative to control line: A maximum of 48.54 feet seaward. 2. Exterior dimensions: 13 feet in the shore -parallel direction by 24 feet in the shore -normal direction. 3. Type of foundation: Pilings. 4. Finished floor elevation: +22.50 feet (NAVD). Excavation/Fill 1. Total volume of excavation: Approximately 8 cubic yards. Volume of net excavation: None; excavated material to be placed as fill on the project site. See Special Permit Condition 3. 2. Volume of fill to be placed: Approximately 1140 cubic yards. See Special Permit Condition 4. 3. Location of fill to be placed: From 0 feet to 98.54 feet seaward of the control line. PERMITTEE: Brian and Jennifer Kessler PERMIT NUMBER: PB-1324 PAGE 3 Other Structures/Activities l . An 88-foot wide stone swimming pool deck attached to the periphery of the swimming pool is to be located a maximum of 56 feet seaward of the control line. 2. An 64-foot wide stone terrace deck at elevation 20 feet NAVD is to be located approximately 66 feet seaward of the control line. 3. Landscaping planting is to be located approximately 152 feet seaward of the control line. See Special Permit Condition 6. 4. Exterior and landscape lighting. See Special Permit Condition 7. SPECIAL PERMIT CONDITIONS: 1. Prior to commencement of construction activity authorized by this permit, a preconstruction conference shall be held at the site among the contractor, the owner or authorized agent, and a staff representative of the Department to establish an understanding among the parties as to the items specified in the special and general conditions of the permit. The proposed locations of the structures shall be staked out for the conference. Contact David Kieckbusch at (561) 681-6646 to schedule a conference. 2. Prior to commencement of construction activity authorized by this permit, a temporary construction fence shall be erected along the perimeter of the permitted activity. The fence shall remain in place until the construction authorized by this permit is complete. The optimum siting of the construction fence shall be determined during the preconstruction conference by the staff representative so as to provide maximum protection to the existing native vegetation and dune features located on the site. 3. All excavated material shall be maintained on site seaward of the coastal construction control line. 4. All fill material shall be obtained from a source landward of the control line and shall be consistent with the criteria specified in Rule 62B-33.005(7), Florida Administrative Code, and shall consist of sand which is similar to that already on the site in both grain size and coloration. This fill material shall be free of construction debris, rocks, or other foreign matter. A sample of the sand shall be provided to the staff representative of the Department during the preconstruction conference for approval. 5. The deck of the walkover structure shall maintain an elevation above the existing dune vegetation canopy, and the width of the structure shall not exceed 4 feet. The piles for the walkover structure shall not be greater than 4-inch by 4-inch posts and shall not be encased in concrete. The walkover shall extend at least up to the existing line of vegetation but not further than 10 feet seaward of the vegetation. The optimum siting of the walkover structure shall be determined by the staff representative of the Department during the preconstruction conference to provide maximum protection to the existing dune topography and vegetation located on the site. PERMITTEE: Brian and Jennifer Kessler PERMIT NUMBER: PB-1324 PAGE 4 6. Prior to completion of construction activities authorized by this permit, the permittee shall plant a mix of a minimum of three native salt -tolerant species to restore the frontal dune and any disturbed areas seaward of the authorized structures. Dune restoration plantings shall consist of salt -tolerant species indigenous to the native plant communities existing on or near the site or with other native species approved by the Department. Sod composed of non-native grasses is not authorized seaward of a major structure or decks. Plantings in other areas of the project site shall not include invasive nuisance plant species such as listed in the Florida Exotic Pest Plant Council's List of Category I and II Invasive Species. 7. All lighting shall be installed and maintained as depicted in the approved lighting schematic. No additional permanent exterior lighting is authorized. 8. Permittee shall submit compliance reports as specified in Special and General Permit Conditions of this permit. General Permit Conditions 1(q) and I (r) pertain to written reports which must be submitted to the Department of Environmental Protection at specified times. The forms for the reports: 1(q) Foundation Location Certification (DEP Form 73-114B) and I(r) Final Certification (DEP Form 73-115B) are available at the website: http://www.dep.state.fl.us/beaches/forms.htm#CCCL. Each form may be submitted electronically. GENERAL PERMIT CONDITIONS: (1) The following general permit conditions shall apply, unless waived by the Department or modified by the permit: (a) The permittee shall carry out the construction or activity for which the permit was granted in accordance with the plans and specifications that were approved by the Department as part of the permit. Deviations therefrom, without written approval from the Department, shall be grounds for suspension of the work and revocation of the permit pursuant to section 120.60(7), F.S., and shall result in assessment of civil fines or issuance of an order to alter or remove the unauthorized work, or both. No other construction or activities shall be conducted. No modifications to project size, location, or structural design are authorized without prior written approval from the Department. A copy of the notice to proceed shall be conspicuously displayed at the project site. Approved plans shall be made available for inspection by a Department representative. (b) The permittee shall conduct the construction or activity authorized under the permit using extreme care to prevent any adverse impacts to the beach and dune system, marine turtles, their nests and habitat, or adjacent property and structures. (c) The permittee shall allow any duly identified and authorized member of the Department to enter upon the premises associated with the project authorized by the permit for the purpose of ascertaining compliance with the terms of the permit and with the rules of the Department until all construction or activities authorized or required in the permit have been completed and all project performance reports, certifications, or other documents are received by the Department and determined to be consistent with the permit and approved plans. (d) The permittee shall hold and save the State of Florida, the Department, and its officers and employees harmless from any damage, no matter how occasioned and no matter what the amount, to persons or property that might result from the construction or activity authorized under the permit and from any and all claims and judgments resulting from such damage. PERMITTEE: Brian and Jennifer Kessler PERMIT NUMBER: PB-1324 PAGE 5 (e) The permittee shall allow the Department to use all records, notes, monitoring data, and other information relating to construction or any activity under the permit, which are submitted, for any purpose necessary except where such use is otherwise specifically forbidden by law. (f) Construction traffic shall not occur and building materials shall not be stored on vegetated areas seaward of the control line unless specifically authorized by the permit. If the Department determines that this requirement is not being met, positive control measures, such as temporary fencing, designated access roads, adjustment of construction sequence, or other requirements, shall be provided by the permittee at the direction of the Department. Temporary construction fencing shall not be sited within marine turtle nesting habitats. (g) The permittee shall not disturb existing beach and dune topography and vegetation except as expressly authorized in the permit. Before the project is considered complete, any disturbed topography or vegetation shall be restored as prescribed in the permit with suitable fill material or revegetated with appropriate beach and dune vegetation. When required for mitigation, dune vegetation will be considered successfully established if within 180 days of planting, a minimum of 80 percent of the planting units survive, a minimum of 80 percent of the planted area is covered with native species and the vegetation is continuous without gaps along the shoreline. (h) All fill material placed seaward of the CCCL shall meet the requirements of subsection 6213- 33.005(7), F.A.C. All such fill material shall be free of construction debris, rocks, clay, or other foreign matter; and shall be obtained from a source landward of the CCCL. (i) If surplus sand fill results from any approved excavation seaward of the control line, such material shall be distributed seaward of the control line on the site, as directed by the Department, unless otherwise specifically authorized by the permit. Sand fill placed seaward of the frontal dune, bluff or coastal armoring in marine turtle nesting habitat shall be configured such that it does not interfere with marine turtle nesting. 0) Any native salt -tolerant vegetation destroyed during construction shall be replaced with plants of the same species or, by authorization of the Department, with other native salt -tolerant vegetation suitable for beach and dune stabilization. Unless otherwise specifically authorized by the Department, all plants installed in beach and coastal areas — whether to replace vegetation displaced, damaged, or destroyed during construction or otherwise — shall be of species indigenous to Florida beaches and dunes, such as sea oats, sea grape, saw palmetto, panic grass, saltmeadow hay cordgrass, seashore saltgrass, and railroad vine, and grown from stock indigenous to the region in which the project is located. (k) All topographic restoration and revegetation work is subject to approval by the Department, and the status of restoration shall be reported as part of the final certification of the actual work performed. (1) If not specifically authorized elsewhere in the permit, no operation, transportation, or storage of equipment or materials is authorized seaward of the dune crest or rigid coastal structure during the marine turtle nesting season. The marine turtle nesting season is May 1 through October 31 in all counties except Brevard, Indian River, St. Lucie, Martin, Palm Beach, and Broward counties where leatherback turtle nesting occurs during the period of March 1 through October 31. (m) If not specifically authorized elsewhere in the permit, no temporary lighting of the construction area is authorized at any time during the marine turtle nesting season and no additional permanent exterior lighting is authorized. (n) All non -opaque walls, balcony railings, deck railings, windows and doors visible from any point on the beach must be tinted to a transmittance value (light transmission from inside to outside) of 45 percent or less through the use of tinted glass or window film. PERMITTEE: Brian and Jennifer Kessler PERMIT NUMBER: PB-1324 PAGE 6 (o) The permit has been issued to a specified property owner and is not valid for any other person unless formally transferred. An applicant requesting transfer of the permit shall sign the permit transfer agreement form, agreeing to comply with all terms and conditions of the permit, and return it to the Department. The transfer request shall be provided on the form entitled "Permit Transfer Agreement" — DEP Form 73-103 (Revised 1 /04), which is hereby adopted and incorporated by reference. No work shall proceed under the permit until the new owner has received a copy of the transfer agreement approved by the Department. A copy of the transfer agreement shall be displayed on the construction site along with the permit. An expired permit shall not be transferred. Copies of the "Permit Transfer Agreement" form are available at the following website: https://floridadep.gov/water/coastal-construction-control-line/content/coastal- construction-control-line-cccl-forms. (p) The permittee shall immediately inform the Department of any change of mailing address of the permittee and any authorized agent until all requirements of the permit are met. (q) For permits involving habitable major structures, all construction on the permitted structure shall stop when the foundation pilings have been installed. At that time the foundation location form shall be submitted to and accepted by the Department prior to proceeding with further vertical construction above the foundation. The form shall be signed by a professional surveyor, licensed pursuant to chapter 472, F.S., and shall be based upon such surveys performed in accordance with chapter 472, F.S., as are necessary to determine the actual configuration and dimensioned relationship of the installed pilings to the control line. The information shall be provided to the Department using the form entitled "Foundation Location Certification" — DEP Form 73-114B (Revised 9/05), which is hereby adopted and incorporated by reference. Phasing of foundation certifications is acceptable. The Department shall notify the permittee of approval or rejection of the form within seven (7) working days after staff receipt of the form. All survey information upon which the form is based shall be made available to the Department upon request. Permits for repairs or additions to existing structures with nonconforming foundations are exempt from this condition. (r) For permits involving major structures and exterior lighting on major structures, the permittee shall provide the Department with a report by a registered professional within 30 days following completion of the work. For permits involving armoring or other rigid coastal structures, the permittee shall provide the Department with a report by an engineer licensed in the State of Florida within 30 days following completion of the work. The report shall state that all locations specified by the permit have been verified and that other construction and activities authorized by the permit, including exterior lighting, have been performed in compliance with the plans and project description approved as a part of the permit and all conditions of the permit; or shall describe any deviations from the approved plans, project description, or permit conditions, and any work not performed. Such report shall not relieve the permittee of the provisions of paragraph 62B-33.0155(1)(a), F.A.C. If none of the permitted work is performed, the permittee shall inform the Department in writing no later than 30 days following expiration of the permit. The report shall be provided on the form entitled "Final Certification" DEP Form 73-115B (Revised 9/05), which is hereby adopted and incorporated by reference. Copies of the "Final Certification" form are available at the following website: https://floridadep.gov/water/coastal-construction-control-line/content/coastal- construction-control-line-cccl-forms. (s) Authorization for construction of armoring or other rigid coastal structures is based on an engineering review and assessment of the design and anticipated performance and impact of the structure as a complete unit. Construction of any less than the complete structure as approved by the Department is not authorized and shall result in the assessment of an administrative fine and the issuance of an order to remove the partially constructed structure. Modifications to the project size, location, or structural design shall be authorized by the Department in accordance with rule 6213-33.013, F.A.C. PERMITTEE: Brian and Jennifer Kessler PERMIT NUMBER: PB-1324 PAGE 7 (2) The permittee shall not commence any excavation, construction, or other physical activity on or encroaching on the sovereignty land of Florida seaward of the mean high water line or, if established, the erosion control line until the permittee has received from the Board of Trustees of the Internal Improvement Trust Fund the required lease, license, easement, or other form of consent authorizing the proposed use. (3) The permittee shall obtain any applicable licenses or permits required by Federal, state, county, or municipal law. (4) This permit does not authorize trespass onto other property. (5) In the event of a conflict between a general permit condition and a special permit condition, the special permit condition shall prevail. (6) Copies of any forms referenced above can be obtained by contacting the Department of Environmental Protection, 2600 Blair Stone Road, MS 3522, Tallahassee, Florida 32399-2400, at https:Hfloridadep.gov/water/coastal-construction-control-line/content/coastal-construction-control-line- cccl-forms or by telephoning (850)245-8336. CAVEAT: Due to potential adverse impacts to the beach and dune system that may result from additional development on the property, the shore -parallel and seaward extent of the permitted structures shall not be increased, nor will any additional major structures be permitted which would exceed the limits established by the permitted construction seaward of the coastal construction control line. Approved plans are incorporated into this permit by reference. NOTICE OF RIGHTS This action is final and effective on the date filed with the Clerk of the Department unless a petition for an administrative hearing is timely filed under Sections 120.569 and 120.57, F.S., before the deadline for filing a petition. On the filing of a timely and sufficient petition, this action will not be final and effective until further order of the Department. Because the administrative hearing process is designed to formulate final agency action, the hearing process may result in a modification of the agency action or even denial of the application. Petition for Administrative Heariniz A person whose substantial interests are affected by the Department's action may petition for an administrative proceeding (hearing) under Sections 120.569 and 120.57, F.S. Pursuant to Rules 28-106.201 and 28-106.301, F.A.C., a petition for an administrative hearing must contain the following information: (a) The name and address of each agency affected and each agency's file or identification number, if known; (b) The name, address, and telephone number of the petitioner; the name, address, and telephone number of the petitioner's representative, if any, which shall be the address for service purposes during the course of the proceeding; and an explanation of how the petitioner's substantial interests are or will be affected by the agency determination; (c) A statement of when and how the petitioner received notice of the agency decision; (d) A statement of all disputed issues of material fact. If there are none, the petition must so indicate; (e) A concise statement of the ultimate facts alleged, including the specific facts that the petitioner contends warrant reversal or modification of the agency's proposed action; PERMITTEE: Brian and Jennifer Kessler PERMIT NUMBER: PB-1324 PAGE 8 (f) A statement of the specific rules or statutes that the petitioner contends require reversal or modification of the agency's proposed action, including an explanation of how the alleged facts relate to the specific rules or statutes; and (g) A statement of the relief sought by the petitioner, stating precisely the action that the petitioner wishes the agency to take with respect to the agency's proposed action. The petition must be filed (received by the Clerk) in the Office of General Counsel of the Department at 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399-3000, or via electronic correspondence at Agency_Clerk@dep.state.fl.us. Also, a copy of the petition shall be mailed to the applicant at the address indicated above at the time of filing. Time Period for Filing a Petition In accordance with Rule 62-110.106(3), F.A.C., petitions for an administrative hearing by the applicant and persons entitled to written notice under Section 120.60(3), F.S., must be filed within 21 days of receipt of this written notice. Petitions filed by any persons other than the applicant, and other than those entitled to written notice under Section 120.60(3), F.S., must be filed within 21 days of publication of the notice or within 21 days of receipt of the written notice, whichever occurs first. The failure to file a petition within the appropriate time period shall constitute a waiver of that person's right to request an administrative determination (hearing) under Sections 120.569 and 120.57, F.S., or to intervene in this proceeding and participate as a party to it. Any subsequent intervention (in a proceeding initiated by another party) will be only at the discretion of the presiding officer upon the filing of a motion in compliance with Rule 28- 106.205, F.A.C. Extension of Time Under Rule 62-110.106(4), F.A.C., a person whose substantial interests are affected by the Department's action may also request an extension of time to file a petition for an administrative hearing. The Department may, for good cause shown, grant the request for an extension of time. Requests for extension of time must be filed with the Office of General Counsel of the Department at 3900 Commonwealth Boulevard, Mail Station 351 Tallahassee, Florida 32399-30005 or via electronic correspondence at Agency_Clerk@dep. state. fl.us, before the deadline for filing a petition for an administrative hearing. A timely request for extension of time shall toll the running of the time period for filing a petition until the request is acted upon. X&-11iatinn Mediation is not available in this proceeding. Judicial Review Once this decision becomes final, any party to this action has the right to seek judicial review pursuant to Section 120.68, F.S., by filing a Notice of Appeal pursuant to Florida Rules of Appellate Procedure 9.110 and 9.190 with the Clerk of the Department in the Office of General Counsel (Station #35, 3900 Commonwealth Boulevard, Tallahassee, Florida 32399-3000) and by filing a copy of the Notice of Appeal accompanied by the applicable filing fees with the appropriate district court of appeal. The notice must be filed within 30 days from the date this action is filed with the Clerk of the Department. PERMITTEE: Brian and Jennifer Kessler PERMIT NUMBER: PB-1324 PAGE 9 EXECUTION AND CLERKING Executed in Tallahassee, Florida. STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION Doug W. Aarons, P.E., Environmental Administrator Coastal Construction Control Line Program CERTIFICATE OF SERVICE The undersigned duly designated deputy clerk hereby certifies that this document and all attachments were sent on the filing date below to the following listed persons: Name, company, email address Darwin Stubbs, Agent dstubbsgcoastal-engineers.com Brian & Jennifer Kessler, Property owner Mary McKinney, Town of Highland Beach Town Planner mmckinneyghijzhlandbeach.us David Kieckbusch, CCCL Field Inspector David.kieckbuschnfloridadep.gov FILING AND ACKNOWLEDGMENT FILED, on this date, pursuant to Section 120.52, F. S., with the designated Department Clerk, receipt of which is hereby acknowledged. January 21, 2020 Clerk Date A New Residence for: Mr. & Mrs. Brian Kessler 2475 South Ocean Boulevard Highland Beach, FL 33487 DEVELOPMENT ORDER # I C"j- OOD9 JAN 0 8 2020 HIGHLAND BEACH BUILDING DEPARTMENT �5����wd��\���\\ INK :0 HIGHLAND BEACH BUILDING DEPARTMENT ,JQ °• ✓.icPf� J;.+..G'esstk'�`•''i+�`""r.:t,cvrx _ =�:'a+yr..v_ �'eK?#'=F.'-_ i�y,n CE§ `.; - ell # • x �._ ..... ,;: °` -., r�ss r� � ,: c'x♦s.._ �� _ YF x y 'Yx i ? i4. k ��idE '�5" � r a"�` �es�'u;�?���a . � "`>Y�t2- tb' _ �-�-,.�5 _ •�-a:�'` � t _ d s y : 777 , N &W i._ R �+ _, fah t 7 "MS4F�s�' �egtrltr7 e �c yr>,:, Fci sa Coo sf� rr� yyis,t. "G )Y :"or- .ni i f a. 3 " # �#v x � a � ��" •tt yr• ` �-Of : •' ; , i iy h 'S.01 19 i .- , .<.... •' : w.,.�h ;mac' +. �. �. ,,. ,.. � ..,t�:. --.. k� ... ..:� sc g �•: r. a...i"rd;+�r. .- ,a k.. . ,. .v. �'' ,:. �'q "'r. . H. }! ':'4t' �a `'?�` a .��M ��=`+i F. '1 Y' aa:� �.;. .,,. Tr. 'bir"+4 t. 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S" ti L :. :i+ y •-4 fix„ .: * " � 'tit mom '� �" '4 � C.: � : � . � '3� .� t'>q�.� "�w'�Ap-" � � 'i� ' �' 4:. ,.�c.� ���.� . � rr . �` � m c..- - a' � - -fir yKv.. �.+�$ a;'X' � •r�„ � '� ,-,..;�''. y `t ry. . j :.� _ s;. .�#r e� �- .3 9tb, ,; a� �'Y � "`.. ! f "Y i; � - u 4 a-@ ,.♦*ti � �1 '... s fl� .� ." � w -ter �:F ��"1r� l`n 3 rt, � _ - e �� j34 .�•r'f-..����-i a 000 Z T-00, ton, ro 3 0 0 w c n Y ILJ N 71 0 fD m `€ Aerial Vicinity Site Plan TOWN OF HIGHLAND BEACH OFFICIAL ZONING MAP euaE, ruia. ca 3 � � m ° A B`OCA °RAYON RML �„ .....co..... on ~g� w, R.au. INTRACO_A_ DELRAY BEACH wpGSD w.noor a :� �•g, ' mix GSD ,,,, q ,�,. ��, �,.'„ . „ w, w, ,�,. "n 4 o GSD GSD ,,, ,a,,,, ° . RML m:t m:o x000 wse s°ro 3-xwx RS GSD RMM ' vsuurz war g RS RML` s ° x t w xs°. - n a x�x axto xx°o ett. r.w.,,° RMH - - s - B RS RML sou.. s.,,o sou zeoe amp zaxe x „ .. .. » zz ke RMM RML" 9 & - - voi tt� xses zaps zass uts nw ., RS £ mzt urt aro, sns roi RMH x x, ntz xwa mo, xecs zs°c x ioiLt e»xxa�515 D LEGENLEGEND -HIGHLAND BEACH ZONING CODE ATLANTIC OCEAN »x, RMM s x� RE y GSD Government Services District RMH Residential Multiple Family High Density RMM Residential Multiple Family Medium Density RE Residential Single Family Estates Lots RML Residential Multiple Family Low Density AS Residential Single Family THIS IS TO CERTIFY THAT THIS IS THE OFFICIAL ZONING MAP OF THE TOWN OF HIGHLAND BEACH AS ADOPTED BY ORDINANCE NO. 594, AND IS AN AMENDMENT OF THE OFFICIAL ZONING MAP REFFERED IN SECTION ONE OF ORDINANCE NO. 503 OF THE TOWN OF HIGHLAND BEACH, FLORIDA. TOWN COMMISSION BERNARD FEATHERMAN, Mayor WILLIAM WEITZ, PhD, Vice Mayor PLANNING BOARD CAROL STERN, Chair ILYNE MENDELSON, Vice Chair Subject Property ATTESTATION _______________________________________________ VALERIE OAKES, Town Clerk ADOPTED --------- —-------- --------------------------- ORDINANCE NO------------------------------------- ------- - -------- - ---------------- - ------- - - LOUIS P. STERN, Comm. ----------------------- - ---------------- - ------ RONALD CLARK ------ -------------------------- - - ------- ----- ---------- -------------------- - J A N 0 2020 CARL FELDMAN, Comm. STEPHEN GOLDING HIGHLAND BEACH RHODA ZELNIKER, Comm. HARVEY MART ------ ------------ BUILDING DE ;ARTMENT CHARLES SHANE --------- ------------ -`-----------'-'-'-'--' Print Date: July 17, 2015 WILLIAM SVENSTRUP w Town of HigWand Beach Zoning Map S N \"T.S. E 6jT LEGEND A = ARC LENGTH A/C = AIR CONDITIONING A.E. = ACCESS EASEMENT A.K.A. = ALSO KNOWN AS B.F.P. = BACKFLOW PREVENTER BLDG. = BUILDING B.M. = BENCHMARK B.O.C. =BACK OF CURB B.O. W. = BACK OF WALK (C) = CALCULATED CATV = CABLE ANTENNA TELEVISION C.B. = CHORD BEARING C.B.S. = CONCRETE BLOCK STRUCTURE C.C.C.L. = COASTAL CONSTRUCTION CONTROL LINE CH = CHORD C.L.F. = CHAIN LINK FENCE CLR. = CLEAR C.M.P. = CORRUGATED METAL PIPE CONC. =CONCRETE (D) = DESCRIPTION DATUM D.B. = DEED BOOK D.E. = DRAINAGE EASEMENT D.H. = DRILL HOLE D/W = DRIVEWAY EL. = ELEVATION ENC. =ENCROACHMENT E.O. P = EDGE OF PAVEMENT E.O.W. = EDGE OF WATER ESM'T = EASEMENT FFE = FINISH FLOOR ELEVATION FND. =FOUND BENCHMARK F.O.C. = FACE OF CURB MAG NAIL AND DI,'I.D. =INSIDE DIAMETER EL.=4.32 NAVD INV. = INVERT I.T.W.C.D. = INDIAN TRAIL WATER CONTROL DISTRICT L.A.E. = LIMITED ACCESS EASEMENT L.S.= LICENSE BOARD L.W.D.D. = LAKE WORTH DRAINAGE DISTRICT (M) = FIELD MEASUREMENT - M.H. = MANHOLE M.H.W.L. = MEAN HIGH WATER LINE M.L.W.L. = MEAN LOW WATER LINE N.A. V.D. = NORTH AMERICAN VERTICAL DATUM N.G.VD. = NATIONAL GEODETIC VERTICAL DATUM N.P.B.C.I.D.= NORTHERN PALM BEACH COUNTY IMPROVEMENT DISTRICT N. T.S. = NOT TO SCALE O.A. = OVERALL O.D. = OUTSIDE DIAMETER O/H = OVERHEAD UTILITY LINE O.R.B. = OFFICIAL RECORD BOOK P = PLANTER (P) = PLAT DATUM P.B. = PLAT BOOK P.B.C. = PALM BEACH COUNTY P.C. = POINT OF CURVATURE P.C.C. = POINT OF COMPOUND CURVATURE P.E. = POOL EQUIPMENT PG. = PAGE = POINT OF INTERSECTION P.I. BENCHMARK P/O = PART OF MAG NAIL AND DISK P.O.B. = POINT OF BEGINNING EL.=4. 15 NAVD P.O.C. = POINT OF COMMENCEMENT P.R.C. = POINT OF REVERSE CURVATURE P.R.M. = PERMANENT REFERENCE MONUMENT PROP. = PROPOSED P.T. = POINT OF TANGENCY PVM'T = PAVEMENT (R) = RADIAL R = RADIUS RGE. = RANGE R.P.B.=ROADPLATBOOK R/W = RIGHT OF WAY (S)=SURVEYDATUM S.B. = SETBACK SEC. = SECTION S/D = SUBDIVISION S.F. = SQUARE FEET S.F. W.M.D. = SOUTH FLORIDA WATER MANAGEMENT DISTRICT S.I.R.W.C.D= SOUTH INDIAN RIVER WATER CONTROL DISTRICT S.R. = STATE ROAD STA. = STATION STY. = STORY TH = THRESHOLD ELEVATION T.O. B. = TOP OF BANK TOW = TOP OF WALL ELEVATION TWP. = TOWNSHIP TYP. = TYPICAL U/C = UNDER CONSTRUCTION U.E.- UTILITY EASEMENT U.R. = UNRECORDED W.C. = WITNESS CORNER W.M.E. = WATER MANAGEMENT EASEMENT W.M.M E. = WATER MANAGEMENT MAINTENANCE EASEMENT W.M.T. = WATER MANAGEMENT TRACT @ = BASELINE rt = CENTERLINE p = CENTRAL ANGLE/DELTA ■ = CONCRETE MONUMENT FOUND (AS NOTED) ❑ = CONCRETE MONUMENT SET (LB #4569) • = ROD & CAP FOUND (AS NOTED) O = 516" ROD & CAP SET (LB #4569) O = IRON PIPE FOUND (AS NOTED) 0 = IRON ROD FOUND (AS NOTED) A = NAIL FOUND • = NAIL & DISK FOUND (AS NOTED) 0 = MAG NAIL & DISK SET (LB #4569) fE=PROPERTYLINE WSL =UTILITY POLE jj = FIRE HYDRANT ® = WATER METER D4 = WATER VALVE = LIGHT POLE BOUNDARY SURVEY FOR: BRIAN S. KESSLER AND JENNIFER L. KESSLER, HUSBAND AND WIFE This survey is made specifically and only for the following party for the purpose of a design on the surveyed property. Brian S. Kessler and Jennifer L. Kessler, husband and wife First American Title Insurance Company Kochman & Zlska, PLC. The undersigned surveyor assumes no responsibility or liability for any other purpose or to any other party other than stated above. N:762,675,13 E.962, 637.09 C.L.F. 0.3N.,0.6'W RISER BOX (AT&T) I WALL CORNER 0.6N. 50.15' "7 e `9Tr. 95.4' LOT 13 1.169 ACRES WfPAD `1 26.5' H� P P ` FFFaM.87 s 22.3' hl A7c c� v� 19,47HROOM Ji SA.S00i PAVERS � '� I L------- J M-I9,76 35- /rrwc•E a=1393 .RO 1 41.7' x x� O Ox "x bx `}0 `x PLANER "q tr� \titl 11 CALL eox rs' PAVER BRICK DRIVE \�`1 h0 PAVERS x 'SV PAVERS CONC' \b 9 CONC. WALL N C,C.C.L. (P.B. 80, PG. 137) 8122197 SHUFFLEBOARD COURT C. WALL _\ in in K #2475 2-STORYq RESIDENCE g x9� y19� Sn d JO k1x .L0.2N. WAL CORNER 1.O'S� N:762,575.03 . J Oil-, tx-�1 UMI ;E.962,630.3", ' II � ' o.3N.,O.2W. I I i� i i I r--J I� I I ui I I 1 J2425 S. OCEAN BLVD 2-STORY RESIDENCE (LOCATIONS TRACED FROM AERIAL FIELD ACCESS DENIED!) I I i I FLOOD ZONE. This property is located in Flood Zones VE (EL 10 and 13), according to F.I.R.M. (Flood Insurance Rate Map) No. 12099C 0987F, dated 1010512017. NOTES: 1. No title policy or commitment affecting title or boundary to the subject property has been provided. It is possible there are deeds and easements, recorded or unrecorded, which could affect this survey and boundaries. This office has made no search of the Public Records. 2. Elevations shown hereon, If any, are in feet and decimal parts thereof and are based on NAVD-88. The expected accuracy of the elevations shown hereon is 0.03' for the hard surface elevations (shown thus x 0.00) and 0.V (shown thus x 0.0) for the soft surface elevations. Elevations shown hereon are U.S. survey feet unless otherwise noted and are based upon N.A.V.D. 1988. 3. Description furnished b client or client's agent. py g 4. Unless presented in digital farm with electronic seal and electronic signature this survey must bear the signature and the original raised seal of a Florida licensed surveyor or mapper this drawing, sketch, plat or map is for informational purposes only and Is not valid. 5. This survey cannot be transferred or assigned without the specific written permission of Wallace Surveying Corporation. This survey is not transferable by Owners Affidavit of Surveyor similar instrument. 6. Except as shown, underground and overhead improvements are not located. Underground foundations not located. 7. The survey sketch shown hereon does not necessarily contain all of the information obtained or developed by the undersigned surveyor in his field work, office work or research. 8. No responsibility Is assumed by this surveyor for the construction of improvements, from building ties shown on this survey. 9. Revisions shown hereon do not represent a "survey update"unless otherwise noted. 10. All dates shown within the revisions block hereon are for interoffice filing use only and in no way affect the date of the field survey stated herein. 11 In some instances, graphic representations have been exaggerated to more clearly illustrate the relationships between physical improvements and/or lot lines. In all cases, dimensions shown shall control the location of the improvements over scaled positions. 12. It is a violation of Rule 5J-17 of the Florida Administrative Code to alter this survey without the express prior written consent of the Surveyor. Additions and/or deletions made to the face of this survey will make this survey invalid. 13. The ownership of fences, perimeter walls and/or hedges shown hereon are not known and thus are not listed as encroachments. Fences, hedges and/or perimeter walls are shown in their relative position to the boundary. 14. The expected horizontal accuracy of the information shown hereon is +/- 0.10'. 15. Distances shown hereon are ground unless shown otherwise. The scale factor from ground to grid is 1.000048893. 16. Coordinates shown hereon are based upon Datum - NAD 83 1999 adjustment. Zone - Florida East, Linear Unit - US Traverse Mercator Projection. 17. This survey falls within the suburban category as classifted in Chapter 5J-17.051 and 5J-17.052, Florida Administrative Code. All field measurements exceeded the accuracy requirements for this classification. 18. The real-time GPS positional information shown hereon was collected with a Topcon Hipertile System using the L-NET RTK base dual constellation as the base station. All adjustments to the network are maintained by the L-Net service. The Information was translated to conform to the Coastal Construction Control Line, permanent reference monuments as recorded in Plat Book 80, Page 137, Public Records of Palm Beach County, Florida. The horizontal positional accuracy was plus/minus 0.07 of afoot based upon the published information for the permanent reference monuments 179'32'18" -- 52_53' --- _R-191 37.5' I I r ORY D G D CONC. 1 ui I POOL N 1 N 46.9' I I I 1 I 1 ZONE VE I ZONE VE EL. =10 a EL. =13 LOT 12 K' .2S.R 50'�a A `bp. , _ .�'r0• l \, r ``y0 `ti OC ...:0 ` :..:61 tip qE . • 1�_ `0¢ _ ``�qy •. 0 m pti y" `u \1. SHED ^ ' 91.24' o LF .) o . o rFE-laie o /� /ease Dos ' SEA- / 61 ,18.0 �: x\b .. ... �. + DUNE / f0.5•� b ca,4STA4 :t l%tS7�41ba + / COVERED �^Cp`�ONC CONC. . . TH�1711 N10.5'N .�6 `5�... ��9K�.::.......` R 19 LINE WHORE LINE CI CA 4 ONAL HIGH WATER 7.ntk/uDalo PG. 1) EL.=4.43 NAVD 3122119 / J2.4' `b .. I ..� 1. / .WOOD S7EPS,(BURIEDh �..,:. _.'. j'•'•' / �1:•.':•��.99' •.'. ••••� > - \oq \b"\\�`. h"� l\�"aN�' \b"xq'lk14 15"6 0 " \• \ 14 x \9 x" �S \ fP:':• xq x . x x x x . ix . x. x x'' 1.N b x x x x \, `u 1b �C .'. R'.'.'....109 •.:' 1 t - " 1 POOL :.;.....:.,. •. .BE(CJI DUNE .;�;.'.'.'. coflc. PING•j-- .1. 28.2' - Out-.CONC��. `T' : ;+ca+sra.:srrawti 4171. ' I �Ob. ..1'p 93.661. ,L�• . :\y+, 1,�. \\5 . F1V `'V6. y_\0�99r.04 65 q�. •* , q?• �9� F� . 9y 514f : o:�.....• .«•.a�51,ns. 10 N Q M W 0 Z CU W J Z L 1� 3 r PROPERTY ADDRESS: LOT 1 • • • "• :.. 2475 S. Ocean Blvd. (ACCESS DENIED) i Highland Beach, FL 33487 50.3t + LEGAL DESCRIPTION: r------1 Lot 13, BYRD BEACH, a subdivision in Government Lot 5, Section 28, j Township 46 South, Range 43 East, according to the Plat thereof, as I recorded in Plat Book 20, Page 1, of the Public Records of Palm Beach r i County, Florida. POOL 7'Jti I 1 � r i 436't 9� L 3 _ 24' ---------------------- ---- JR-192 BUILDING AREA'S PER THE PALM BEACH COUNTY BUILDING DEPT. Code Description Square Footage UST Unfinished Storage 120 FCB Finished Cabana 120 FOP Finished Open Porch 240 FGR Finished Garage 660 SAS Base Area 3076 Total Square Footage: 4208 Total Area Under Air: 3078 IREVISIONS: 09111119 ADD BUILDING AREA'S M.B. 19-1155.2 05108119 LOCATE EXOTICS J.C./S.W. 19-1155.1 LW13M I BOUNDARY SURVEY FOR: CERTIFICATION: BRIAN S. KESSLER AND JENNIFER I HEREBY ATTEST that the survey shown hereon conforms to the Standards of Practice set forth by the Florida Board of Professional Surveyors and Mappers adopted in Rule L. KESSLER, HUSBAND AND WIFE 5J-17, Florida Administrative Code pursuant to Section 472.027, Florida Statutes, effective September 1, 1981. [RIECENED ��■DATE OF LAS F D SURVEY., 312MO19 �■O■ , �f�t✓ltl�•taf, CORP. Lm m aua�s I +ew ssu 1uACE as MAito, wcSr PAui SUM nAM &W • (541) 660-As61 Craig L. Wallace B.M. I . ®- 19-1155 E a LW 131 PC 42 Professional Surveyor and Mapper FICID M.B. DATE- 3122119 ova N0 19-1155 Florida Certificate No. 3357 J A N . _20 20 b C.W. - 19-1155.DWG -T 1 OF HIGHLAND BEACH Al ITI IIINC; T)FPARTMFNT Aerial Vicijuty Site Plan r------.1 r----------------7 242_ ® r I I 2434 - / I I r -- - 2435 RS Zoning ----A �__--- RE Zoning 2445 .Approsi—w Location of AJjaL SlNclures I I i 1 I 7 1997 Coastal / 1 I Ll ,I CaU4ucoon `----� ; " Cautrol Line Subject l'roPem'.-- -. _.._.._.... 2455 2454 / / , Al 2475 ! (Subject Property 2474 I r - - / 2525 Ir--Z____J I ` I _ I �.apprornnale Location L__________________l Of Adjac-, Suuclures i"'t � M 1 'F Hyirttt�`Lir _ Vacant- i , --- 2545 v, _ I r I I U ' I I r / / RMMZ Zonin g Multi -Family � I , � r / 1 , N .. Aerial VicinitZ Site Plan sae: L] W E Eq = r-o• JAN o s 2020 s HIGHLAND BEACH (3 JT Site Plan Existing North Site Well Proposed Wat Site Wall to be Buried b i - -2. G Gm 20�� 6'� zs' o Pmnt Buildi g Garage M I x ��5� o xa''P•s� ��:�.e•�° +r. �b oC Setback i Sn 29 H' �.f ` �� 6•.70'Nnv I 5' GCq uest Drive I+ ° MOtorcourt O IDrive - - _ - +11.33'NGVD +22.50'NG -- ; veN \ +9.83'NAVD I.WNA Drive Mmoreolut Gu 1 ' I ' O I 1 ROkw I gl,_yr�, Genereto r r 1 IProposed Motorcoud I 4 Walls I IProposal • I Drive -Site �--------- --------___Tropilsc3SnmF5lie -------'------ --------- -------- -W°IL----------------------- Landscaping (See Plan by Nic—. Williams) 457.68. (o/a) `71 f.1 , — ACCUe +21.90'NGVD MeiD+2037'NAVD Mo' t°nwun i J?j Residence +240p'NGVD Upper V Firiab NAw Finished Fkror Motorcourt 453.09' (o/a) Existing 1• Story Building Existing Covered Co.. Area IJ- Existing Pool and HIV/ Sp. I Aduntic Radius Area Location Map Scale: —J I 1997 Coastal Construction Control Line Proposed North Site Wall Proposed Path on Cnvde, 4' Wide Proposed Lmd v d Dune Vegetation Line dFt -- ----- _. Pool Equipment _ F E-4 CiUCSt +24.00'NGVD--- +22.50NAVD� is Mean High Water Line House Fin shed Floor 10'-4' _2'-0' '-0 Exising eeoch Sasonal High Water Dines Line E.k1I.0 Seaward Dme IFL ® t'egemtion Line 1 8j'• 11'A' 20'-0" 12'-0' Exiting Exoticato be Replaad with Native b 4 Pool Lower. Tem Dune Vegetation O'NAVD Contour Line Szialing 6Beltetaioiob•.-.• .'.' :•:•:':•:•: ..'.'.'.'.'.'.'. b N ik .3� ''''''''' .'....................'.'.'..'... ... •-••••••• .. •, , , ..... . . .'.'.'.'.'.'.'.'.'.'.'. .'. Exiting cn tal Suand "ee L o COMM NO 21901 PII 1�1 ISSUED December J0, 2019 REVISIONS NO. MODOCAT1DN DATE ACCUe -x Weser Heaters Approx. Line of Pool - Structure 1 co Water Fillatian I r�•t Equip. Footprint of Major Structures Seaward Note: w +i-sn-0y. of CCCL: Main Residence 630 Sq. Ft 1. Seaward Limits of Construction Activity / Construction t Fence Coincident with Proposed Landward Dune Guest House 286 Sq. Ft. m Vegetation Line. Pool / Spa 940 Sq. Ft. y y Existtng Pool and � m isling2-Story Spa aiden<e �•t I -7'.2 " Exiling 1-Story Building � Z il�^yj N Site Plan sale: w E Site Analysis 2a o Building Calculations Zoning District RE Allowed Exi.&WPnuosed Ist Floor Conditioned Space 6P,83SF S '! 2nd Floor Conditioned Space 6,760 SF H Maximum Density 1.45 Acres 1.169 Acres Basement Garage Conditioned Space 1,11 S SF Minimum Luf Area 30,000 SF 50,922 SF Fina Floor Garage Conditioned Space 830 SF Goat He— Coodit mei Space 296 SF Total Conditioned Space 16,029 SF Cy . "• - Alin. Lot Width 80.00' 100.31' a�q • :4 Covered Entry 65 SF Min. Front Setback 25.11R' 77.6T Covered Via 270 SF Covered Termca 715 SF� Mi.. Side Seebeck 12.00, Mai. South 12.30' Nnnh � Mein HTotal Urrd<r Roof 17,079 SF �•. 12.13' North rg Guat House Open Terrain 1l/\1`/^�/—/]M• / ����r-rl{--�•�—.•�7 Mw. Rear Setback >2040' or See Site Plan V 6J r J ,...1 0—Setback Determined I rU•�� by DEP Pursumr toCCCL SHEET NO. Requirements Max. Building Height 350n 35.W A000 Max. Lot Coverage NA 16.6% J A N 0 8 2020 Impervious Site Am - 20.379 SF Pervious Site Area - 30,547 SF Site Plan HIGHLAND BEACH AIM f1TNl; 17FPAPTMFNT Site Section J J E 3 1. Residence, Guest House, and Pool to be Pile Supported. Site Section Scale: 1:211' No-,ECIF,�wED JAN 0 8 2020 HIGHLAND BEACH BUILDING DEPARTMENT "'LED Uaembe 30, 2019 REVISIONS n0. MODIFICATION DATF ArSM SHEET NO. A001 Sile Scclion Basement Floor Plan I I 1997 ComW CamU=Gon II C-n ) Lino �I ------------------I II N Basement Floor Plan —ziL s 1/8 Y-0, w = r s IRIECOWE-0 JAN 0 8 2020 HIGHLAND BEACH BUILDING DEPARTMENT First Floor Plan I mw^ 22•-0^ 162'-11" 23'-2x" 17• fig• C:;P I - -M aff - ---1 cale 1997 Coaaal C-1—iond O 1Control Liuc7 Gue --D 1 :4'Dth 4'35 I Family Pantry i 4v Room 119 i i- 13a aund _ CIO et - - +22.00'NG\'D A ia 12h I 125 i i 01 1 V O 13 izeM2 h l) =-= 20.501 NA w Garage Floor Bile I -- Garage 30 IE inin O ® Chi.. CAW' - itches - R ?—I� "— Coggin Vest. O IIF 117 i i 116 11 Guest P ©} _ on _�- —Hall_ _ 121 I i 1 Lower - Living 129 125A { i I i Spa Motorcourt 4 138 Tt 1 1 1 1 +22.50'NGVD oN'd z1.«rNAw O C O i 8 Rn 1 va i �- �„1;ra Flwr Via Vest. p 133 ve$t--------------------------------------------� 1 - f' f I c II11 1 .'�ct I Ba 2 0 19 u 1 iiii 1 P ----fi.s, 3F'-8Y2" 19'-5SYy' Guest ss'-z" 4'-0Yz" 1 sw^ --_i i P s i Living i I Bedroom 2 a _ 1 --_ Foyg_ y i--+�a.eo't+sts - — - — - — - - - Pool a t uFl -- i lotQ zzso'NAVD 15 1 1 1 1 i i F„'N" 1 Upperi i Molore0urt 'fi" TV ,•-0" ®1 I 1 1 _ Ve O IT_ I II I O e cc rrtt 77 AN t4 `4 Theatekl LL 1'J't vder Closet der His ;J F 102 ll 1 m 2 12 Office I ( Sna M Mech. o I EI 1 Ba nq C 13 ED 10 T C 3 ns � ---------1�1 � f O 000 0000 � ] � 22'-2" S1'-5. _ 6'-9.. I N First Floor Plan w F S E G711 JAN 0 8 2020 HIGHLAND BEACH BUILDING DEPARTMENT awns SHEET NO. A101 Fuss Floor Plop Second Floor Plan N W Second Floor Plan s Sale: S RR;�ONiED JA N o s 2020 HIGHLAND BEACH BUILDING DEPARTMENT Roof Plan ------------- ISSUED December 30, 2019 U z N ,L- Roof Plan 8 =10 - w E 17— Srle: S G3C�C�GOMC�D SHEET NO. JAN 0 8.2020 A103 aAoof Plan HIGHLAND BEACH BUILDING DEPARTMENT Basement Floor Plan 44 ______________________ I 1 V A A 2B-5. IIi .a' 19'-6.. Ix ---4v Garage q 001 +11.50' ` G%T) (10 +10.00' NAVDNAVD Y Finished Floor �J S irs 11 Up _ 7 lT ---------------- 27'—i e" ----------------------------------------------------------------------------------------------------------------------------------------------- I I I I I I I F I I lr_�- 4 - I I ------------------------------------------------------------------ ----------------------------------------------- - I I I 1 I i I i 1 I I I I I I i 2 1' 1 I I I 1 I I 1 I I I I i i I I I I I I I I I I I I I 1 1 I I I 1 I I I I I I I I I I I 1 I I I I I I I Q I I I I I 1 I I I I I I 1 I I 1 _ — I 1 I I A N - tv Basement Floor Plan Sc9e: S RE �E Eccc JAN 0 8 2020 HIGHLAND BEACH BUILDING DEPARTMENT LISSUED be 30.2019 `n RE"SItJ"' AFWM SI IFEI NO A 104 [lascmnn 1-1-1 Pion Partial First Floor Plan w Partial First Floor Plan 14" =''.0" ter: o U� Partial First Floor Plan S.I.: 1/4"=1•-0• Partial Second Floor Plan 96-2$/2" 34'-3Y40 44'1)'%' KN7 \L29/ q B—h 13A/4" Her Dressing 227 20'-2" mq e 231 WC 230 2l0 7 Spa 229 -38NGVD .501 10 F�=n- $ Beth 229 sleepingpa8 %\ I arena Ac-Up it PowderHeat/Infrared Roo 234 Sauna 23 'A. QN2*.W — gas 237 V4 Gym 235 Storage L zfi6-4 L 5 .2Y,' 9 .3v" Hall 29-7%' E) Dn Storage L Storage 225 T�2Y2 • 31W,' 8 M*4" 13'-6" Covered Terrace 233 19,5Y2" .2.(r 344%* 9'-OY2- IIIII .41 3V-934" ly W 91 LTe�—.. Zfll Coles Bedroom 201 Partial Second Floor Plan w —L,�L E S WED JAN 0 8 2020 HIGHLAND BEACH BUILDING DEPARTMENT ►,�,, ��,� � III Partial Second Floor Plan 1/4" = F-C' SW,: Elevations North Elevation Swln: Partial East Elevation of Guest House from Upper Motorcourt East Elevation Soak: IW— V-0" Scak; �C��C�OVCD JAN 0 8 2020 HIGHLAND BEACH BUILDING DEPARTMENT South Elevation S.10: West Elevation West Elevation (From Upper Motorcourt) S.k: iro^-ro^ sck: Elevations �C�C�GOV�C�D JAN 0 8 2020 HIGHLAND BEACH BUILDING DEPARTMENT Elevations Partial North Elevation S,9,: Elevations Smooth Stucco Painted Whiten (Benjamin Moom "Barely There East Elevation Scale: 1/4" a P-0• Partial East Elevation of Guest House from Upper Motorcourt S.I. +36.W NOVD y +34.SO NAVD CCIda II d. .b O O TIE AMERICAN INR 111M OF ARCNItECT9 COMM. NO. 21901 PHASE ISSUED December 30.2019 REVISIONS un MODIFICATION DATF. uu� a East Elevation -Guest House W sm1e: 1/4" - r-0" r�— U CA ��WED JAN 0 8 2020 HIGHLAND BEACH BUILDING DEPARTMENT A. AReTF4 SHEET NO. A203 Elevations Partial South Elevation 1/4"- .-o. &ae: West Elevation SM.: West Elevation (From Upper Motorcourt) sul�: Elevations ��c��od�o JAN 0 8 2020 HIGHLAND BEACH BUILDING DEPARTMENT Dark Grey Metal Standing Seam Roof Scale: No Scale Smooth White Stucco (Benjamin Moore 'Barely There" CSP-725) Scale: No Scale French Grey Limestone scale: No Sale Glass Railing Sale: No Seale �i AWN 74 u 4 V ENE SHEET NO. JAN 0 8 2020 HIGHLAND BEACH BUILDING DEPARTMENT 48 HOURS BEFORE DIGGING Zoi IVWA CALL TOLL FREE 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. 4arow�.msi w P.M B..rARIM PkrZ414MIk(1I)41}%?5 IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL EXISTING UTILITIES FOR FIELD LOCATION OF UNDERGROUND C1,.I11Env1—Mill erku8ural Erlgr-11w UTILITIES PRIOR TO ANY CONSTRUCTION ACTIVITIES. Iveter�,,.eypq�,5/yG�+Mkepbpnent N'ef1iM/0p� d HebTfet Yhpvalm le, a N X e SOUlh lnlef n.l. PnnLLrrtftrmlrflr���p//Mw eg te! Gol%Caurx RemrelbNC rutrvrlron F 5nE0 t Oe sw. py ;R w bn n: ' �LL W n� 4476 e 3 � •aTa' m Oceaa 81ra Barcelona Or b Qs fnrJOYJ Or � c•eite.I.r Or •�. JAalnca �r I nl� i LOCAT ON MAP- N. T. S. C.C.C.L. (P.B. 80, PG. 137) 8122197 I ZONE VE i ZONE VE -- - - - (EL.=10) B (EL.=13) Z LOT 12 Q 5•B W RISER BOX (AT&T) COfIC Y/A! _ coos UE • • • • • • • • I 1 1 F. JAI 01H /p / \,,a" \, \6' ,x.y. .61 . �. .' .• :4s 1a4•i A A:. • .'1'.. 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N JAN 0 8 2020 go o _^ OD GRAPHIC SCALE 200 10 20 40 BB HIGHLAND BEACH a o a Q _BUILDING DEPARTMENT Z m W ( IN FEET) ir o Q U p 1 inch = 20 It 20 RE 07 Oi U O (A -� VISION TO PLAN PER CHANGE NAME OF / / ACCESSORY STRUCTURE TO GUEST HOUSE Sheet 1Q 12/30/19 REVISION TO PLAN PER CHANGE NAME OF CABANA TO ACCESSORY STRUCTURE C-1 © 2018 Doug Winter Companies, Inc. I �I I � (BENCHMARK MAG p NAIL AND DISK W NAVD tK ��`b — 0/H �I ~ ( Q J I _U Z I �r J I m h� MATCH EXISTING O GRADE a O W I I I I i © 2018 Doug Winter Companies, Inc. I Q I APPROXIMATE LOCATION OF EXISTING WATER METER AND IBACKFLOW PREVENTER x GARAGE F.F.=20.50 NAVD GARAGE EL. =13.93 GRAPHIC SCALE 10 0 s 10 20 �o ( IN FEET ) I inch = 10 It 6*4 Z'i 1 48 HOURS BEFORE DIGGING CALL TOLL FREE • 1-800-432-4770 ' 'ga SUNSHINE STATE ONE CALL OF FLORIDA, INC. aan �seFm 'A'M AI+BW� R yipq Ri: (5511 �ii-01lJ F�c(x�l Si�3Cl5 rn ll/EminurmCni°v� rkukual Eiyux[rlry W—R�q `�j-dpDk..���ipkp— I✓eR,v/xl)L MlLihrrer IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL EXISTING UTILITIES FOR FIELD LOCATION OF UNDERGROUND UTILITIES PRIOR TO ANY CONSTRUCTION ACTIVITIES. TLOCATION MAP N.T.S. I \x 8 I G� % (��c�/tnxn oIl/Wlin iir rr'rnai Q LLJ Q Z W 53 �I E4 814 a 22 a` t4i LEGEND z 't? EXISTING ELEVATION PER x WALLACE SURVEYING (NAVD) �p I "e PROPOSED ELEVATION (NAVD) Ur I7.00- PROPOSED CONTOUR TH=19.75� POOSED FLOW DIRECTION xx STORY Lw I - W PROPOSED WATER SERVICE 'PtsIDENCE = ss EXISTING SANITARY SEWER 2200 F,F.=22.50 NAVD U) Ile I w ss - PROPOSED SANITARY SEWER �� o� PROPOSED NYLOPLAST BASIN Q PROPOSED AREA DRAIN W J 1�ti 7-■ U PROPOSED EXFILTRATION TRENCH z m x IQ o< w U m O x� _ 0 V� 1 J Q r O xo \� U)_ \� w U-) N JAN 0 8 2020 I HIGHLAND BEACH BUILDING DEPARTMENT m o Z N 3 co O 0 r` � M Q O O Q Nr Z W Q W J 05 x ¢ U p 0 U 0 U) Sheet C-2 LEGEND EXISTING ELEVATION PER WALLACE SURVEYING (NAVD) 1� PROPOSED ELEVATION (NAVD) -17.00- PROPOSED CONTOUR -- - FLOW DIRECTION w - PROPOSED WATER SERVICE - ss - EXISTING SANITARY SEWER - ss - PROPOSED SANITARY SEWER PROPOSED NYLOPLAST BASIN ■ PROPOSED AREA DRAIN NOTES: 1. CONVERSION FROM NAVD TO NGVD'ADD' 1.50 TO PROPOSED GRADES. 2. EXISTING GRADES SHOWN ARE BEFORE HOUSE DEMOLITION AND MAY HAVE CHANGED DURING DEMOLITION WORK. 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N GRAPHIC SCALE ID 0 5 10 20 <� ( IN FEET ) 1 inch = 10 It. hQ 48 HOURS BEFORE DIGGING ;bW '"iIII*4 CALL TOLL FREE C% 1-800-432-4770 ► v SUNSHINE STATE ONE CALL OF FLORIDA, INC. of wma. aa.i W,n Pdn Sw FL W Pk Ixll /rLNN is 1'A1)/I14015 ERgrnrrr,,• weterR [.vd bpmenr am w r 1�rer IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL EXISTING UTILITIES FOR FIELD LOCATION OF UNDERGROUND„�vEn.rronmmreUAerkvHurd UTILITIES PRIOR TO ANY CONSTRUCTION ACTIVITIES. YU•I4arm-far o Y' „ X r -.- - F fabalGi Un Solo p„ Vre CaLnrra D R' yvm P.In, 4V:fy t D) _ c Or o,lema Dr c 2477668 `'ar m0cean _Blvd \s ,l. - earrebw Or m - R � rorJova Ur Y frana4,, Ur TLOCATION MAP- N. T. S. I U ) N CN I\ z \ X�\ X X X X�l Q 0 L_I JAN 0 8.2020 HIGHLAND BEACH ILDING DEPARTMENT �� ..tip .,tip' v\� GNf C.-P'Z.fZrxff=bn 0 w J LL P U M p Q U Lu 0 m W `~ � J^ � JT O V! �L T(D i N cOv 3 � o = � M 01/07/20 REVISION TO PLAN PER CHANGE NAME OF m ACCESSORY STRUCTURE TO GUEST HOUSE a cr x a a CO 0 0 12/30/19 REVISION TO PLAN PER CHANGE NAME OF 0 0 0 Ln - Sheet CABANA TO ACCESSORY STRUCTURE C-3 w �B S o d © 2018 Doug Winter Companies, Inc. GRADE 6.50 ELEV. 4,50 15" DIA. PERFORATED PIPE 3/4" OR LARGER CLEAN, WASHED ROCK (FILTRATION TRENCH 'NGTH = 20' )TE: (PE 57 ROCK IS NOT -CEPTABLE FOR USE IN (FILTRATION TRENCH COARSE ROCK WRAPPED IN MIRAFI 140 NL FILTER FABRIC OR APPROVED EQUAL EXFILTRATION TRENCH 1 DETAIL N.T.S. GRADE 1 •.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.�EXALTRATION TYPE 57 ROCK IS NOT ELEV. 10.50 ACCEPTABLE FOR USE IN 7 • • • • • • • • • • • •�. • • •�•-• • • • • • • • • • • • • • • • • •EXHILTRATION COARSE ROCK WRAPPED IN 1 •s'-i•:•i••iiiiiiiiiiiiiiiiiiiiiiiiiiiiii•i� I_•S•_•_•_•E•Sit•_•_•_•_•L�_•_•_•_•_•S•_•E•_•_•2�E•_�_�S•_�S•2•E•_•_•_•_•:MIRAFI 140 NIL FILTER FABRIC PERFORATED PIPE 1' APPROVED EQUAL 1' LARGER Y� WASHED ROCK EVILTRATION TRENCH 2 DETAIL L NOTE ���W��� TYPICAL EXULTRATION TRENCH FOR PLACEMENT OF BACKFlLL OVER PIPE SEE z F�, PId24SPECIFICATION BASE 12"12 INCHES BACKFlLLOSED PIPELINEPE AVEL 6INCH S VEL H2 UNSATURATEDTH MINIMUM PIPE COVER HAND PLACED SELECT a PIPE MATERIAL IN 6' LIFTS 12 INCHES PERFORATED MINIMUM PIPE DIAMETER a w w COARSE ROCK 12 INCHES Z LOWER QUADRANT TO BE SHAPED TO D" MINIMUM PIPE BED a RECEIVE PIPE BELL AND BARREL TRENCH WIDTH Om gV Z' 1. EXCAVATION SIDE SLOPE SHORING, ETC. SHALL CONFORM TO O.S.H.A. 5� STANDARDS. COMPACT TRENCH BACKFlLL TO 98% OF MAXIMUM DENSITY IN i o < ACCORDANCE WITH AASHTO T-180. DENSITY TESTS SHALL BE TAKEN AT 12" UFTS EVERY 100' IN PUBLIC RIGHTS -OF -WAY AND 200' IN EASEMENTS. ( _ V r5 2. BEDDING SHALL CONSIST OF IN -SITU GRANULAR MATERIAL OR WASHED AND K(H2W + 2H2Do- Du + 2H2Da) + (1.39x10-4)WD, GRADED LIMEROCK 3/8"-7/8" SIZING, UNSUITABLE IN -SITU MATERIALS SUCH a AS MUCK, DEBRIS, HARDPAN AND LARGER ROCKS SHALL BE REMOVED. L = LENGTH OF TRENCH REQUIRED (FEET) 3. THE PIPE SHALL BE PLACED IN A DRY TRENCH. V = VOLUME TREATED (ACRE -INCHES) 4. BACKFlLL SHALL BE FREE OF UNSUITABLE MATERIAL SUCH AS LARGE ROCK, W = TRENCH WIDTH (FEET) MUCK, HARDPAN AND DEBRIS. K = HYDRAULIC CONDUCTIVITY (CFS/FT.2 - FT.HEAD) 5. SEE SEPARATE DETAIL FOR "PIPE INSTALLATION UNDER EXISTING H2 = DEPTH TO WATER TABLE (FEET) PAVEMENT -OPEN CUT. Do = NON -SATURATED TRENCH DEPTH (FEET) 6' THE AFFECTED AREA SHALL BE RESTORED TO EQUAL OR BETTER CONDITION Da = SATURATED TRENCH DEPTH (FEET) OR AS SPECIFIED IN PERMIT/CONTRACT DOCUMENTS. TRENCH AND BACKFlLL DETAIL N.T.S. 12' CAST IRON CRATE 10' OUCTHF NON GRATE 1150' so• j�- oo 24" NYLOPLAST DRAIN BASIN 24" DUCTILE IRON GRATE •N C� O STANDARD C-n C=) DRAIN AREA - 29.7 SQ. INCH DUCTILE IRON H-25 RATED GRATE 028.50° STANDARD (H-20) RATED 'va BRAN AREA = 62.7 SO. INCH 11 FI M GRATE COVER SOUD DOMED fOR EASY ACCESS c6soaa "a wlm ru Ann +m 1vo TxWTc ® Wwwnx wmw. ava mrwl P66R GSNni NE aR 02 7 8" PVC OUTLET TO 5° EXALTRAP NI TRENCH MATERIAL CAST IRON OUAUTY: MATERIAL SHALL CONFORM TO PEDESTRIAN (H-10) RATED SOLID GRATE PANT; CASINGS ARE Rlrygyap NTH ALUMINUM SHEET GATED STANDARD DRANAAEA = 51.0 SQ. NCH A BL,Ap4 PAINT APPROX. DRAIN AREA = 194.60 SQ.IN. i APPROX. WEIGHT WITH FRAME = 124.00 LOS. NOTE. ig N STANDARD GRATE HAS H-25 HEAVY DUTY RATING TYPE OF GRATES & INLETS TO BE COORDINATED WITH ENGINEER SOLID COVER HAS H-25 HEAVY DUTY RATING At LANDSCAPE ARCHITECT (4) i" DIA. WEEP HOLES IN PEDESTRIAN GRATE HAS H-10 MEDIUM DITTY RATING EACH QUADRANT OF BOTTOM PIPE MATERIAL MAY BE PVC, ADS, NOS, OR APPROVED EQUAL OF DRAIN BASIN (TYP.) QIIAUTY: MATERIALS SHALL CONFORM TO ASTM TO COMPLY WITH BLDG. CODE V*:�314' DIA ROCK WRAPPED A536 GRADE 70-50-05 WITH FILTER FABRIC MATERIAL DUCTILE IRON AREA DRAIN DETAIL PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT LOCKING DEVICE AVAILABLE UPON REQUEST PRICE INCLUDES FRAME & CRATE/COVER NOTE: INLET TO HAVE MIN. 24" SUMP AND MIN. 18" CLEARANCE BETWEEN BOTTOM OF BAFFLE AND BOTTOM OF INLET "Dc" = DIAMETER OF CATCH BASIN 3''Db'-7� 3'°Db" /2" 1/2" N N I 3" X 2' X °B` a ALUMINUM ANGLE (BEND TO MATCH CURVATURE OF PAN P1AN CATCH BASIN)(TYP) SQUARE CATCH BASIN ROUND CATCH BASIN RK e � �oGUAMHaU74nl O. A I AREA 12 24 16 33 31 12.5 6 15 24 16 33 31 125 0 65 R 24 16 31 125 9 3 6 31 125 24 30 16 36 37 155 9 7a1 27 36 16 39 43 185 1D 8a9 35 16 42 43 16S 11 72.0 42 16 46 49 5 12 6d1 /48 16 54 55 24,5 14 41 54 N 61 27.5 5 633 N 60 14 66 67 3M 17 61.7 got Ia 7: n n Is 60 m n 4 79 3as 20 ss5 721 54 114 54 91 1 42.51 21 a,NOTE. ALL mF76d6RK N III AM CWTIAclm To C0M961 THAT BARE NIL m SIRUCRK LD. 14 GA. ALUMINUM PLATE TO CMP CORRUGATED ALUMINUM SHEET �(1/2" X 2 2/3" CORRUGATION) _ \_3"X2'X"B" ALUMINUM ANGLE B--9/16" DIA SLOT a (SEAM REQ'D. IF "H> -'w•- 2'=O") ELEVATION BAFFLE DETAIL N.T.S. 48 HOURS BEFORE DIGGING CALL TOLL FREE �Q//%/�, 1-800-432-4770 0 -"" ---" t ft SUNSHINE STATE ONE CALL OF FLORIDA, INC. 4o"awe„"a.`nhsa�eulm Wan POo BPA R 311W M (581)1714163 Fc(361)17WT5 f,,,r�m-rronmrnraV.4 rkv�ltw�at£gu:a:ny water RTr��Ma ALi� renr nn��1A1aa1vYof /rUyyrrMMl yp a�p(a,tTbg9la� Gr fGxu. �HnG1AW(�J"fiuc(A.rl IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL EXISTING UTILITIES FOR FIELD LOCATION OF UNDERGROUND UTILITIES PRIOR TO ANY CONSTRUCTION ACTIVITIES. li a1 a 3� KESSLER RESIDENCE g 2475 S. OCEAN BLVD. a HIGHLAND BEACH, FLORIDA STORMWATER MANAGEMENT CALCULATIONS 1) SITE PLAN DATA: Total Lot Area 50,921 sq.ft. + 0.169 acres,+, The drainage area is considered to be 0.768 acres (33,434 sq.ft.). The drainage area has been evaluated as follows: UJI A) IMPERVIOUS AREAS (Per various plans, CADD & digital planimeter measurements): ITEM PROPOSED O Buildings 11,999 sq.ft. z Drive/Walkways/Pools/Decks 7,302 sq.ft. Q IMPERVIOUS (total): 19,301 sq.R. z Note: square Jnntage has been rounded upward in some i7utances for estimating purposes; assumes pavers as impervious and includes rnnjnverhangs. B) PERVIOUS AREAS: TOTAL = (33,434 sq.ft. - 19,301 sq.ft.) (1 acre/43,560 sq.ft.) - 14,133 sq.ft. or 0.32 acres Q 2) SFWMD CRITERIA/DATA: 5 Year, 1 Day Storm-7.00" (refer to rainfall map) Uj 0 Soil Storage Factor (S) SDEVELOPED=8.18" assumes: coastalsoils 1 Uj compacted soils condition maximum 4' depth to water table Q z 3) ESTIMATED RUNOFF RATE < SFWMD Formula: Q= P-0.25 2 P+0.8S Where Q = Runoff rate in inches S = Soil storage factor (see soil factor calculations) P = Rainfall = 7.00" (5 year, I day storm) SDEVELOPED = 8.18" x 0.32 acres - 3.41" 0.768'acres QDEVELOPED = f7.00" - 0.2 (3.41")12 - 4.10" 7.00" + 0.8 (3.41") 4) ESTIMATED RUNOFF VOLUME (MAIN HOUSE) FOR 5 YEAR, 1 DAY STORM: Runoff Volume = Runoff Rate x Area Q (Runoff Volume)DEVELOPED -4.10" x 0.76E acres x fl x 43,560 112 = 11,430 ft3 w > 12 in. acre J Existing site contours and recomouring of contours near proposed residential construction will "manage" this volume U 00 on -site within designated dry retention areas, high percolation rate soils. L 7 z Uj C)^ W Q ENFILTRATION TRENCH CALCULATIONS (SFWMD ANALYSIS) EXFI.TRATION TRENCH #1 v) U Uj L=Total Length of Trench Provided = 20 ft U J O m W =Trench Width 6 ft K - Hydraulic Conductivity - 0.0005 cfs/sq.R. per fL of head Z H2 = Depth to Water Table = 5.00 ft DU Non -Saturated Trench Depth = 4.00 ft N LL z US - Saturated Trench Depth - 0.00 ft w ZD Q V - Volume Treated = 2,202 cu.ft. n O J EXFILTRATION TRENCH #2 v` ^J ` ) L = Total Length of Trench Provided = 25 fl Uj �i W =Trench Width - 46 ft K =Hydraulic Conductivity = 0.0005 ft. head Y r cfs/sq.fi. per of H2 = Depth to Water Table = 6.00 ft DU: Nan-Saturaled Trench Depth = 3.00 ft N IDS Saturated Trench Depth 0.00 ft V = Volume Treated = 2,465 cu.ft. NOTE: Nutting Engineers will performed site soils percolation test in the future. Generic "K" value is used for now. rn N z n 1 n O to M �� a o o m V� 7JAN GO z o w 082020 �=a< 0 U o V) HIGHLAND BEACH I C_4 BUILDING DEPARTMENT © 2018 Doug Winter Companies, Inc. MARIO F. NIEVERA State of Florida Landscape Architect Registration No. 6666856 �pNOS qp ti�P�p9,0 NI��Fp9p( y : LA �i :m ST TE FLORIOP O 'o Q U in W V� ZU 1 � I � co i^ a w Z Q LU Sell, c§.r U7UNl _ IY9r1 - •* U J r 1iLj IQY FAMILY v - -. - ' FE.2o5o i ROOM �i'. I O --- - ; KIIC:HLN DINING I Q LLj (Y\ - --- QQf POOM VARM -2 zl.00' UEHOUSE .-.....- -� I - N O J II N v sl Q' F�F s �i..,.;: I ..-Ff "'IffN +22.50' RI VING t 1.I OOM NAVD ; P P O cy CC co Ld LLI ail THEATEP OFFICE L fYA .. I I I NIEVERA WILLIAMS DESIGN U BC` E W E � 1' 223 Sunset Avenue � � Suite 150 Palm Beach, Florida 33480 P: 561-659-2820 J A N 0 8 2020 F: 561-659-2113 HIGHLAND BEACH NIEVERAWILLIAMS.COM BUILDING DEPARTMENT N O 4 8 16 32 FEET Eb SCALE: 1/16" =1'-o" LPi MAR10 F. NIEVERA I State of Florida I Landscape Architect Registration No. I6666856 I �pNO �4Q'�;.4�p WF,1 LA ty t ; m a' ST TE It' F '* fl0Ri6N I 0 �o Lii I Q U (4) COCONUT PALM N 20' CT, (3) RELOCATED FROM ON SITE ' 1' ( THATCH PAL V RELOCATEDD FROM ON SITE (2o) CLUSIA LL 12'HT 3o'O.0 = Z (20) CALOP UQ 4' HT, 5' CT,T, FTB FTB �I W w I Q m Z � r..... 7.a Z I u — — fX.€Xi)TJCS J Q a •rOBE'•' a = .'REMOVED. EX. BEACH tJ.l DUNES Lo E.. _ U - - -i GUEST m 3 i HOUSE N Z UN RV i ,• r •••t rPPOPOSED a U GARAGE FAMILY i i g-�{'g� PATH Q Ly FFE.20.50 ROOM i 7mX N�ti I .'.EX;E;XO7ICS'. W O I (y� KITCHEN DINING _ . . • . . . . • •' 'TQ REPIOVED.•,• J _ \V GUEST HOUSE ROOM _ I , - EX. PATH f I L-- -J If7 II L ' I ::.'.:.'.'.'.'. W N I 1 -F6Y€p +22.50' 11 IF LIVING s NAVD ROOM POOL _ P P •••,. I O x.TOBE'. DU SEAWARD Lu m i DUNE CO . . • . ' EF1QVEb VEGETATION E I THEATER ,/. .7 . .. . . . . LINE U IW- OFFICE / • iCOAS7ALSTRANQ\\ ��, � Lo O V Y h i (128) FICUS NITIDA (1,488 SF) DUNE VEGETATION MIX 12'HT, 3o' O.0 (35) CALOPHYLUM (248) SEA GRAPE ,4'HT, 5CT, FTB (372) SEA OATS (27)CALOPHYLLUM 14'HT, d CT, TO BE CLIPPED AS HEDGE CLUSIA i2'HT'HT, 3o'O.0 (20) PODOCARPUS iq'HT, FTB, q'O.0 (30) SEAGRAPE (294 SF) DUNE VEGETATION MIX i2'HT, 3o O.0 (49) SEA GRAPE (5)CALOPHYLLUM (73) SEA OATS idHT 5 CT, STD (4) COCONUT PALM zo CT (185)GREEN ISLAND FICUS NIEVERA WILLIAMS 12'HT, 3GAL, iz'O.0 I DESIGN 223 Sunset Avenue Suite 150 Palm Beach, Florida 33480 J A N p g 2020 F 56 1-6592820 I F: 56-659-2113 HIGHLAND BEACH NIEVERAWILLIAMS.COM BUILDING DEPARTMENT I N O 4 8 16 32 FEET w��y I-- SCALE:1/16" =1'-0" LPi NOTES: AND TIE FRONDS 1. ALL WOOD SHALL BE SPRUCE OR PINE -NOT PRESSURE TREATED. 2. CROSS TIES SHALL NOT CROSS OVER WOODY ROOTS. 3, REMOVEALLSTRING&/ORWIREWRAPPEDAROUNDTRUNK 4. REMOVE ALL STRAPS, ROPES. WIRE, &/OR STRINGS USED TO LIFT THE ROOTBALL. 5. REMOVE ALL BURLAP &/OR WIRE FROM THE TOP OF THE ROOT BALL. 6. TOP OF ROOTBALL TO BE SET 2' BELOV/ FINISH SURROUNDING FINISH GRADE, TRUNK SHALL BE STRAIGHT AND WITHOUT CURVES, FREE OF SCARS, BURN MARKS AND BOOTS O O 3 a C w J U INNECTED WITH 2-3/4' STEEL BANDS. 2'X4'WOODBRACE(3CA,MIN.) NAIL TO BATTENS & STAKES 1 (3) 2'x4'x36' WOODEN STAKES 3' MULCH LAYER EXISTING UNDISTURBED SOIL FERTILIZER TABLETS AS SPECIFIED PLACE UNIFORMLY AROUND ROOT MASS BETWEEN MIDDLE & BOTTOM MIN.3TIMES THE WIDTH OF ROOT MASS OF TH OTBALL ---- ..ALL PE FLORIDA #1 GRADE OR BETTER --NOOET �1 PALM PLANTIN MULCH 3' FROM STEMS 3 MULCH LAYER 1REPARED PLANTING SOIL EXISTING UNDISTURBED SOIL NOTE: ALL MATERIAL TO BE FLORIDA+i OR BETTER /'1 SHRUB & GROUNDCOVER PLANTING DETAIL NOTE: BUD SHALL BE PERPENDICULAR TO GROUND PLANE. TRUNK SHALL BE NO SCARRED OR BLAOCKENED TRUNKS. HURRICANE CUT OR FULL HEAD SEE SPECIFICATIONS BURLAP TO PROTECT TREE - MINIMUM 5 LAYERS 2 NON -SLIP METAL COLLARS (6) 2 X 4 WOODEN STRIPS OVER BURLAP 6' SOIL SAUCER TO HOLD WATER PLANT PALM o' TO 2' ABOVE GRADE 3' MULCH, REFER TO SPECIFICATIONS (3) 2 X 4 BRACES NAILED TO 2 X 4 WOODEN STRIPS 2'X4'XSSTAKE FINISH GRADE -I �' \_ / J S71=alp FII I I_'lr II — NATIVE SOIL BACKFILL OR AMENDED SOIL ROOT BALL I I I ! % l - AS REQUIRED BY SOIL ANALYSIS IIIII — COMPACTED SOIL TO PREVENT SETTLING IIIII II f0llll=IIIII=11IWII111 RECEIVING HOLE SHALL 8E APPROX. 2' LARGER THAN mum IIIII= EXISTING SUBGRADE ROOT BALL DIAMETER NOTES: STAKING & GUYING REQUIRED FOR PALMS. IF NECESSARY, OR AS DIRECTED BY THE LANDSCAPE ARCHITECT ALL PLANT TO BE FLORIDA •1 OR BETTER PALM TREE PLANTING AND STAKING DETAIL N TS. 2'X2'X4' STAKE 2'Xi X4 CROSS MEMB( 2'X2'X4' CROSS MEMBER "+' O ROOTBALL — TILLED AND LOOSENED NATIVE SOIL BACKFILL 2-2.5 DRYWALL SCREWS z'X2-X4' STAKE— FERTILIZATION SHRUBS AND TREES ALL TREES AND SHRUBS SHALL BE FERTILIZED WITH 'AGRIFORM' 20-15-5 PLANTING TABLETS AT TIME OF INSTALLATION AND PRIOR TO COMPLETION OF PIT BACKFILLING. TABLETS SHALL BE PLACED UNIFOMLY AROUND THE ROOT MASS OF A DEPTH THAT IS BETWEEN THE MIDDLE AND BOTTOM OF THE ROOT MASS. APPLICATION RATE 1 GALLON CAN: 1- 21 GRAM TABLET 3 GALLON CAN: 2. 21 GRAM TABLETS 5 GALLON CAN: 3 - 21 GRAM TABLETS 7 GALLON CAN: 4.21 GRAM TABLETS TREES: 3 - 21 GRAM TABLETS EACH 1/2' OF CALIPER PALMS: 7 - 21 GRAM TABLETS GROUNDCOVERAREAS ALL GROUNDCOVER AREAS SHALL RECEIVE FERTILIZATION WITH'OZMOCOTE' TIME RELEASE FERTILIZER AS PER MANUFACTURER'S SPECIFICATIONS. %1TREE PLANTING DETAIL A.T.S. MULCH 3 FROM TRUNK MULCH 3- DEPTH TILLED AND LOOSENED NATIVE SOIL BACKFILL UNDISTURBED SOIL 3 TO 5 TIMES NOTE: ALL PLANT TO BE FLORIDA at GRADE OR BETTER SOD NOTES: 1. ROUGH GRADE PROVIDED BY CONTRACTOR 4'•5' BELOW GRADE 2. RAKE AND REMOVE ALL CONSTRUCTION DEBRIS 3. PRIOR TO LAYING SOD ADD Bow 14ORTANA AND tow CANADIAN PEAT, 2' MIN, ALL SHRUBS/GROUNDCOVER TO BE PLANTED 4 AFTER LAYING SOD APPLY NECESSARY PESTICIDES AND ACCORDING TO PARTICULAR PLANT SPECIES FUNGICIDES. SEE PLANT LIST FOR (O.C.) SPACING. 5. IRRIGATE REGULARLY, REFER TO IRRIGATION DRAWINGS SOD (SPECIES TO BE DETERMINED) Bow HORTONA, 20%CANADIAN PEAT 2' MINIMUM DEPTH 18' MIN. SETBACK FOR SHRUBS TOP SOIL & GROUNDCOVERS BACK OF CURB/ NOTE: BED LINE ALL PLANT TO BE FLORIDA -1 OR BETTER �1 PLANT SPACING DETAIL SOD PLANTING DETAIL NTS I'T: P TO PROTECT TREE - UM 5 LAYERS -SLIP . COLLARS 4 WOODEN OVER BURLAP IRACE ROOTS W/ 1ERCIAL GRADE K WRAP BACKFILL V!/ Sow PEAT & NOTE: 5ow QUALITY FILL SAND 1. ALLOW 4-6 WEEKS BEFORE MOVING TREES. 2. PROVIDE DRIP IRRIGATION. 3. ALL PLANT MATERIAL TO BE FLORIDA Ni GRADE OR BETTER TREE ROOT PRUNING DETAIL N.TS. BASES J 1 ) \`'NO CROWN SHAFT PALMSPECIFICATION DETAIL N.IS N V NIEVERA WILLIAMS DMGN LANDSCAPE MATERIAL SCHEDULE Kessler Residence 2475 South Ocean Blvd, Highland Beach, FL Landscaping 12/18/2019 ITEM NO. COMMON NAME BOTANICAL NAME '� QUANTITY SPECIFICATION TREES I CALOPHYLLUM CALOPHYLLUM BRASILIENSE 5 14' H , 5' CT, STD PALMS 2 COCONUT PALM COCUS NUCIFERA 8 20' CT 3 COCONUT PALM COCUS NUCIFERA 3 RELOCATED FROM ON SITE 4 THATCH PALM THRINAX RADIATA 4 RELOCATED FROM ON SITE HEDGE/SHRUB 5 CALOPHYLLUM CALOPHYLLUM BRASILIENSE 20 14' T, 5' CT. FTB 6 CALOPHYLLUM CALOPHYLLUM BRASILIENSE 62 1 ' T, s CT, TO BE CLIPPED AS HEDGE 7 FICUS NITIDA FICUS MICROCARPA 128 12' HT, 3o" O.0 8 IPODOCARPUS PODOCARPUS MACROPHYLLUS 20 r 1 HT, FTB, 4' O.0 9 GREEN ISLAND FICUS FICUS MICROCARPA'GREEN ISLAND' 185 12' HT, 3 GAL, 12' O.0 10 CLUSIA CLUSIA ROSEA 40 tt HT, 3o' O.0 11 SEA GRAPE COCCOLOBA UVIFERA 54 12'HT. 30' O.0 DUNE VEGETATION MIX 12 SEA GRAPE I COCCOLOBA UVIFERA 297 7GAL -15GAL 13 SEA OATS UNIOLA PANICULATA 1 445 7GAL -15 GAL SOD NOTES 1. FULLY AUTOMATIC IRRIGATION SYSTEM WILL BE PROVIDED WITH loow COVERAGE AND Sow OVERLAP. AN IRRIGATION DRIP SISTEM WILL BE PROVIDED TO LOWER THE SPILL OVER OF WATER ONTO HARDSCAPE AREAS JAN 0 8 2020 HIGHLAND BEACH _BUILDING DEPARTMENT MARIO F. NIEVERA State of Florida Landscape Architect Registration No. 6666856 ,p,NOS h�,���p NIF(;•Fq�� h . LA 5 ST TE ,* *' v FIORiDP R Z= N U J W w Q m 0 W a Z LL,I = a I— m N � Z J G W Z L.1J O a J J � a N O N L LJ N j■ 0- R O O N N C: C: LU W CO m x W UF- a wLU 0 N O V N N NIEVERA WILLIAMS DESIGN 223 Sunset Avenue Suite 150 Palm Beach, Florida 33480 P: 561-659-2820 F: 561-659-2113 NIEVERAWILLIAMS.COM LP2 I I O RE ZONING DISTRICT - SITE CALCULATIONS: GROSS ACREAGE: :.:69 (50,922 SQ FT) AREA OF PRESERVATION • :8,385 SQ FT LANDSCAPE OPEN SPACE - 11,735 SQ FT • OF PRESERVED TREES • 7 x OF PLANTED TREES - 5 PAVED AREA - 11,692 SQ FT EXISTING 6'HT SITE WALL ADJACENT GRADE WALL ,URED FROM CENTGRADE STONE TERRACE r 'EX. €X•O'TJC9 ' .TO B•6' .' .R€MOVED. EX. BEACH ' DUNES PROPOSED PATH . . . • . •TO BE RKMOYED. • . • EX. PATH •Ex: €XC TJCS. • .::: TO. BE'REti10V6D•' . ;X,EXOTI - EX.SEAWARD . . . . . . . . . . . . . . . .'.TOBE'. DUNE . '€FIQVED ; - , • , • • • • • • • , • , • , • VEGETATION ./. . . . . .. . . . . . LINE • f • iCOASTALSTRANQ � {� L. ..........'.'v •. _ .•..... .... ...•. ...... •• _ ...... . ...•.•.._ JAN p S 2020 HIGHLAND BEACH BUILDING DEPARTMENT O 4 8 16 32 FEET SCALE:1/16" =1'-0" MAR10 F. NIEVERA State of Florida Landscape Architect Registration No. 6666856 F�`'PNDS NI Pq LA'.y ST TE P FlORIOM O `o Ln L'u Q U W ULL Z= U W LLI a Z z Q _j Q a N � LL W = a o vco CY ' o DC� w = W O J N0 v7 N LO V W N zie _, Q N N Lil w 00 rD Co ww Ua w w fN O N NIEVERA WILLIAMS DESIGN 223 Sunset Avenue Suite 150 Palm Beach, Florida 33480 P: 561-659-2820 F: 561-659-2113 NIEVERAWILLIAMS.COM L 1 MAR10 F. NIEVERA State of Florida Landscape Architect Registration No. 6666856 'NNDS ti : II LA `9 •.5• w• U;� •;m _ ST TE f�ORiOP — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — 1 RAISED FOUNTAIN WALL Ld w I STONE TBD I ----------------------------------- I a BASIN IA'Q U I TILE VENEER I I LO —J L---J ui J a BASIN COPING NI — STONE -BD VLL DRAIN BY OTHERS ZLL 2 U Wa w 2. z a J WATER FEATURE 1 WATER WALL DETAIL GREY STONE COPING 2 N ■ ■ ■ D1 SCALE: 1/2' -1 o WATER FEATURE SPOUT Q o f— L U II BLACK STONE VENEER W 0 PLUMBING BY OTHERS J II (� O II N 11 W N II I STUCCO FACE I I II o 0 " CY Lj CC WATER FEATURE CO 00 00 _ I FOUNDATION BY OTHERS w LU w w cn RAISED FOUNTAIN WALL N BLACK STONE VENEER COLUMN o GREY SIONE VENEER 3, N 'c 3 WATER WALL SECTION DETAIL D1 SCALE:1'=1'-o' _ I I i •_: i NIEVERA WILLIAMS - I i DESIGN 223 Sunset Avenue Suite 150 Palm Beach, Florida 33480 P: 561-659-2820 2 WATER WALL DETAIL ELEVATION F: 561-659-2113 D1J SCALE; 1/2' -1' - 0" NIEVERAWILLIAMS.COM [RIECIEWED JAN o s zozo Di HIGHLAND BEACH BUILDING DEPARTMENT MAR10 F. NIEVERA State of Florida Landscape Architect Registration No. 6666856 NO h�Q�i•pQ'�p NIF��7.pC� h: LA 9'•s w y ST TE F(ORIOP LU W H Q U 0 Z_ N Q Lii a W V� U z U Wa w m z Z a GRAY STONE COLUMN N N 0 J = -DIAGONAL RAISED PICKETS Q ON A SOLID BACKING LLl m a w Wo WALL SCONCE _ F- N O N N V W" I 0• 2' BLACK 4LUMINUM GATE O -- CC I-!1 W CO Co YL LL w TONGUE& GROOVE PANEL U ~n wW N O V N N NIEVERA WILLIAMS DESIGN 223 Sunset Avenue Suite 150 Palm Beach, Florida 33480 P: 561-659-2820 F: 561-659-2113 �q DECORATIVE GATE AND PIER DETAIL SCALE: I" = i'- o" R E NIEVERAWILLIAMS.COM JAN 0 8 2020 D2 HIGHLAND BEACH 15UILDING DEPARTMENT DECORATIVE GATE AND PIER DETAIL D1 SCALE:1" = 1' - o" RECOWED JAN 0 8 2020 HIGHLAND BEACH BUILDING DEPARTMENT MARIO F. NIEVERA i State of Florida Landscape Architect Registration No. 6666856 �PND 0 ...... N)E67 F y: LA 8: ;m ST TE ;* F '`1.ORIOP t] w Q U_ I Z_ N Q J Q W U V� Z LL U � Wa m z Z a J S to l7 J a o w in a w W O J 0 N V Lu N O 0 N N fY CX w W CO 5- W W F Ua w �N 0 v N N NIEVERA WILLIAMS DESIGN 223 Sunset Avenue Suite 150 Palm Beach, Florida 33480 P:561-659-2820 F; 561-659-2113 NIEVERAWILLIAMS.COM •i-6' DEPTH 13'•6' DEPTH •6' DEPTH S P A ,3:6' DEDTH 7. oc4' DEPTH DEPTH . DEPTDTH 16-71 2' POOL PLAN LAYOUT PD1 SCALE:!'=i-O" .io?' DEPTH o> - P O O L •3'-6' DEPTH _ I 7 ml • •ti DEPTH 2 POOL SECTION LAYOUT PD1 SCALE:2''=i-0" I I I I I I I I I I I I I� I I I I I I I I POOL BEAM POOL MAIN DRAIN BY OTHERS s <--Z POOL',.IGurs (SEE LLj) — WATERLINE — INFINITY EDGE — 2' STONE POOL DECK — _ _ _ _ _ — — i MUD SETTING BED 22.Sn — TRENCH DRAIN POOL FINISH TO BE DETERMINED CONCRETE POOL STRUCTURE BY OTHERS ----------- DRAIN LINE BY OTHERS FOUNDATION SHOWN FOR ILLUSTRATIVE PURPOSES ONLY JAN 0 8 2020 MAR10 F. NIEVERA State of Florida Landscape Architect Registration No. 6666856 �PND a i �p NiLA �P ST TE ' F F(ORI01` A� Lil J Q U N LU V, V -i J LL a Z LU Z Z Q Q I/1 0 V Z U W D > J L m V) Z Z a W 0 L1! o J = J 0 L N V a LU N 015 NIEVERA WILLIAMS DESIGN 223 Sunset Avenue Suite 150 Palm Beach, Florida 33480 P: 561-659-2820 F: 561-659-2113 NIEVERAWILLIAMS.COM PD1 I CUILDING D LANDSCAPE LIGHTING FIXTURE SCHEDULE SYMBOL DET41L TYPE QUANTITY MANUFACTURER MODEL VOLTAGE LAMP TYPE FINISH OPTIONS/ACCESORIES MOUNTING HT. 111--1 1 LED PATH LIGHT 10 SPJ LIGHTING SDJ-SQ1oo-I 1- VAC 2W AMBER MATTE BRONZE DIMMABLE. LV TRANSFORMER REQUIRED 2i O 2 LED WELL LIGHT 20 SPJ LIGHTING SPJ TITAN 20 VAC 27oo K MATTE BRONZE N/A FLUSH WITH GROUND e 3 LED UP LIGHT z 1 SPJ LIGHTING I SPJ-WMI000-P-GP 12o VAC 27oo K MATTE BRONZE PERMA. POST AS NEEDED GROUND LEVEL --- Forever Bright ,A SPECIFICATION FEATURES nnlah: Our nalwmy etched finishes wilt wRn,tand ere lest of Wre. All finshes ero lndwidumy treated mslsnng consistency. Our meticulous application results n e fbihae that truly becomes •a one ul a kind'. Eleoldcal: Available in 9-15V Males: SPJ-SQlGo-1 Labels: ETLSt odard Wet Label Flnbtc Mule &ome C-ETL Contemporary Path Light htl-'1WNbC-IA-'1-tl-7/W K DESCRIPTION Modele: SFLISO1 W-1 Material: Sold Brass Electrical: 9-15V Engine: FB-2WREC-TA-2-8-2700K Lumens: 128 Color Temp: Amber Mounting: 1/P NPT. LED: Nidna ThIffe RICH* 1'st& WN listed t T rvPf � _ ORDERING INFORMATION Mode# finishes Waage Lumens Color Temp. Electrical 1�SPJ Sf11001 i MBfl W 125 J 8m6er� 9 15Y J Y - M, CY - ma Ydd M 1S adn sM Y -Ilia A - Ild AG = Aed&m R = ,ell at - maaama MP= PfaN Rc - wc— Pms- Norm, WWW.SPJLIGHTING.COM 1 PATH LIGHT LLi SPJ-SQioo-1 Forever Bright oa fi SPECIFICATION FEATURES Finish: Our naturally etched finishes wili withstand the test of time All finishes me ind,ldualy treated I-Ing consistency. Ow meticulous application resuhs n a fidoo that buyecomes b'a line of a kind'. Electdcal: Available in 12V-I5V Model: Titan Label,: ETLStendard Wet Label C-ETL Directional Light DESCRIPTION Tam( red Glass ,( Adjustable Shroud Modele: Titan , \ Material: Solid&ass optic Fnish: Mane Bmnre +A- Engine: FB-6W-TA16 Lumen,: SW FB-6W-TA16 Color Temp: 2700K Optic: Spol, Flood, Wide Flood, Wide Angle Flood Mounting: 1 /7 NPr. adN a/ nmvnhW \� /: NPT- �/�� iluaM/JdrM aid Ne+f x� AWN \`:J" wet Listed -- ORDERING INFORMATION Madd# Hnialm WaOage Optics Lumens Color Temp. Electrical F TITAN _J MBfl BW IRB0C 3m 2700K 12V-15V v -rude aY - ge Yad M to as 1me INN Y - M. a - ed rued i0le la - Apia. R -ems "llb"l YBR-aee9,ae Pd1P=PYaamdel mbaolkei Is =&seam li012am WWW.SPJLIGHTING.COM UPLIGHT LIGHT LLj SPJ TITAN PATH LIGHTS Mndat SPJ-MW1000-P-GR Norsk Mama Brame Well Light (Grate Option) 405 spew Forever Bright ea'eaus, SPECIFICATION FEATURES Finish: Our natualy etched fi i:A-will withstand if. but of lore. All finisher are l,d1h dualy beated'arsuring consistency. Ow metloulou, appkati--it, In a future that truly becomes'. one tit a ldwt Electrical: Available in 8-15V end 12V-16V Labels: ETL Standard Wet Label- C-ETL f; Top View Modele: SPJ44W1000-P-GR ruxs Material: Solid&ass male s�,w. Color Temp: 9750K Optic: Spot Flood, Wide Flood, Wide A,& Flood Elactriul: 8.15V 12V-15V Engines: FB-SW-CYL-TA105 FB-5W-CYL-TA125 x FB-7W-CYL-TA210 sw F8-IOW-CYL-TA800 LED: Niche Adjustable Beam Angle: 0 40 Degree (�rn�� \`.' - Wed Listed ORDERING INFORMATION Model# Rlishm Wettapa Optics Lumens Cdoriemp. Electrical SPJ-WM1000-P-6fl MBfl �� FLOBB� —105 27001i I &15V Y -Yale as =abroad Te pe M Ime 115Y Y = We & = lied Ali' Ibd In Imp IN19I N - hell— R _ Ryr, IN Ni lhal IN 61 YRR=Mteaeu MP=miilad M 1161sae1W an Rai = &lie am Nm- Pm1,6 WWW.SPJLIGHTING.COM 3 UPLIGHT LIGHT LL1 SPJ WMi000-P-GP EX. BEACH DUNES PROPOSED PATH EX. SEAWARD DUNE VEGETATION LINE Fg I -M [R'OE-:-tC*-E:',- P-14-1 y JAN 0 8 2020 HIGHLAND BEACH IWILDING DEPARTMENT 4 o 4 8 16 32FEET SCALE:1/16" =1'-0" MAR10 F. NIEVERA State of Florida Landscape Architect Registration No. 6666856 ,pNO Q��f �O NIS ...I ti�:SSSSP '•,n1 (, LA C2 i m owe ST TE ;* f�OR10P Ww m N W N o, P 0 O N N w w m m 5- 5- Lit w U� wa Ow rn 0 N NIEVERA WILLIAMS DESIGN 223 Sunset Avenue Suite 150 Palm Beach, Florida 33480 P: 561-659-2820 F: 561-659-2113 NIEVERAWILLIAMS.COM LLB I MAR10 F. NIEVERA State of Florida Landscape Architect Registration No. 6666856 pN D I �p 'NIF�•• :9.pn I ti���O• d• 7•ny ST TE �'•........... F FlR10P I 1 O �o ( Lii 3) EX. COCONUT PALM (3) COCONUT PAL 1 1 J TO RELOCATE 20' CT (3) THATCH PALM, (RELOCATED FROM ON SITE) 1 16-zz'HT.1oa6'CT C.C.C.L. (P.B. 80, PC. 137) 8/22/97 VE 1 ZONE W N: 762, 6 75. 13 FRANGIPANI PLUMERIA, _ZONE (EL. =10) 1 (EL. =1, V E:962, 637.09 (3) COCONUT PALM, (1) FICUS 30'-34'HT, 19-22' CT BENJAMINA HEDGE, io'HT, 3'DBH / LOT i ._ . . _ J LL I (1)SABAL PALM, 20'HT (1)THATCH PALM, AUSTRALIAN PINES, (2)SEAGRAPETREE, ',' I •4 1".',- '(St SEAGRAPE•TRE£, _, ••, .• •••••.•.•.•••••••••••,•.•.• •. •.•. •. , ,•.•, ••..... 1 ,••• Z U Z Q d RISER ROx AT,4 i ( 2oHT, 14CT 2z' HT, OCT' 25HT, 8' DBH 2o'HT, 4'DBH is ; • 2o'Ar a D$N,' . . . WALL. CORNFJf.' ' L' Q W W w CORNER 0.6'N. . . . . . .. . . .. . . .. .. . . . . . . Q t0 PUMP 22 .37' io .�o .SHED. '. . . . .�,._.:. Z PAD ® [ o .. o FFE=16.18 : . . . . . . . . . . . . ... ... . ... ... . . . . .. .. .. . .. . . .. . . . . . . .. . . . . . •� •B64Cl-1 = O 0/F 6 95.4 ,. 3 —• 99.0'. .- I. .'.1 .DUNE' .. ' ... _ ...... _ ....... ........ ... ' ' ' 'COASTAL• STRAND:LZ • C AL, STRAND • �i 5"' 4 7 a 'f '' ... W' L Ji STEPS CdYEk CQN.0 , p CONC. i. -. .. ............ ....... .,. ..'.... .1. lo.s:'.'..'.'.'.'....... ... ........... ......... ..... ' 1 .4a. i to I..L J co N n /� r Z 5.1 1-STORY `A STEP SHORE •'CIf.... SEASONAL GATE ... P..Q:. Q;: PG::4:: f ) ' EL.-4.43 /y a L.i. W 6- 3 �_ lJ I �J E — — — — eu1LD1Nc 3' 1.4' ......... ' ............. ...LU '1 0 0 �I 0 '�2 1.169 ACRES a , _ EXbTiGS Do S'csURr�D�' �'-'�'�'�' �x: � —� 7 1. m I 9 N CL co s.I 1 W N �I dAE "� 2475 l I _. .F. N4 2#STORY RESIDENCE P0o! cltlniN.' . .' . . .. . O................ :EXtiiij;S' V) 9.2 �'&i, 2 •1.• U •.1. W 3 14.3 .-. ..'.'.'.'.'.'........... .�iE4T1C;r. _••.1.'.'.�.'. �. W a, CAL(. g�,:; .'.'.'.'.'.'.'..'.'.'.'.'.'.'.'..'.'..'.'.'.... 1 . n PA1ER CKORIV'L 93.' CONC. • ... .. '. ''''.''.''. '.''.'..'.S. .. W aq' tk�• '..'.. 0'.4'S. T'.A'.L '''''''''..''. T'R.'A. N'L!'.•. . .....,... .................. y,� .'''''''''''COASTAL.67RANQ' f'1 . . Q� ...................... .. .'.'.-.�.'. . . t-•-'-',',' . .2 222.99' o 50' ' • 0.2'N. C14INESE FAN PALM CLUSTER, CORNr H n ( (3) SEAGRAPE TREE, (2) MIMUSOPS, 3) AUSTRALIAN PINE, .'.'.' .'.......'.'. . ' o.'.' /2",., °f�6859'; 4.••f:Sr _ : : :.: ................ "J: 762, 5 %.D. (1-5 �� r.1NN 0.7'S. 1o'HT. 25'HT.4'DBH 25' HT, 9'DBH 25'HT, 8' DBH I . . .. . . . . . .. . . .. ... .. . . ' ' :962, 630, 1 1 I �' 0.3-N.,01N (1) LARGE LEAF CLUSIA, 14 HT, 6'DBI4 0) MIMUSOPS. z5'HT, 9'DBH '. •'''''•. 1 (3) SEAGRAPE TREE, 1 (1) ROYAL PALM, (1) SEAGRAPE TREE, 25 HT, 4DBH 1414T, 5CT 2o'HT, a'DBH FICUS BENJAMINA HEDGE, I 20 HT NIEVERA WILLIAMS DESIGN I F15) � 223 Sunset Avenue Suite Florida150 Palm Beach, ori33480 P: 561-659-2820 F: 561-659-2113 INIEVERAWILLIAMS.COM JAN Q 8 2020 HIGHLAND BEACH BUILDING DEPARTMENT N a w Eb TD1 O 4 8 16 32 FEET SCALE: 1/16"=1'-0" � "4a a O � 44 � ba �a o a c�a a CAUTION TAPE (TYP.) TIE TO LOW BRANCHING @ DRIPLINE PROVIDE @ q' O.C. _ STEEL CLF POST 4' HT. I TO BE MECHANICALLY DRIVEN (MI N.)I STEEL CLF MESH TO BE MECHANICALLY FASTENED TREE PROTECTION NOTES: STEEL SUPPORT CROSS -BAR (TYP. OF TOP & BOTTOM) 1. IF FENCING CANNOT BE EXTENDED TO — - FIELD GRADE THE TREES DRIPLINE, CONTRACTOR SHALL CONTACT THE TOWN &LA IMMEDIATELY z '!'I--Iif---ilr--�_:%�'��= T'CO II l AUTOMATIC SUPPLEMENTAL IRRIGATION '� U FENCING WITH FLAGGING. SHALL BE PROVIDED THROUGHOUT THE BARRICADE SHALL BE CONSTRUCTION UNTIL PERMANENT PLACED IC AS TO ENCOMPASS IRRIGATION SYSTEM IS INSTALLED. TREE A. INCHES OF DIAMETER —� THE CRITICAL PROTECTION SHALL BE IRRIGATED AT A RATE OF Y 4.5' A810VE ZONE(CPZ) WATER ACROSS THE ENTIRE ROOT ZON GRADE OF PROTECTED 2� o- EVERY OTHER DAY. TREE a B MINIMUM' BOUNDARY 3 C DAILY FIELD B - CRITICAL PROTECTION O� R g BOUNDARY REPORTS ON THE TREE NOTING ZONE(CPZ) IRRIGATION, INTEGRITY OF PROTECTION, (CPZ) THAT AREA AND HEALTH/VIGOR. FIELD REPORTS SURROUNDING A TREE / STEEL CLF MESH (TYP.) SHALL BE ACCESSIBLE BY THE OWNER, WITHIN A CIRCLE TOWN, AND LANDSCAPE ARCHITECT DESCRIBING BY A RADIUS OF UPON REQUEST. ONE FOOT FOR EACH INCH STEEL CLF POST (TYP.) �. THIS DETAIL APPLIES TO ALL TREES THAT OF THE TREE'S DIAMETER �— PROVIDE AT ALL CORNERS WILL BE PRESERVED IN PLACE OR BE AT 4,5 ABOVE GRADE 4 O.C. MAX ON RADII RELOCATED. 'B MIN • 75%OF B AREA PLAN VIEW 8' O.C. MAX ON STRAIGHT RUNS TREE PROTECTION DETAIL uTs EXISTING TREE/PALM MITIGATION SCHEDULE Number Scientific Name Common Name DBH (IN) HT,CT (FT) Condition Disposition 1 Roystonea Elata Royal Palm 14'HT, 5'CT Good Remove 2 Cocus Nucifera Coconut Palm 34'HT, 22'CT Good Relocate 3 Thrinax Radiata Thatch Palm 16'HT, 10'CT Good Relocate 4 Thrinax Radiata Thatch Palm 20'HT, 14'CT Good Relocate 5 Thrinax Radiata Thatch Palm 22'HT, 16'CT Good Relocate 6 Cocus Nucifera Coconut Palm 30'HT, 18'CT Good Relocate 7 Sabal Palmetto Sabal Palm 20'HT, 14'CT Good Remove 8 Cocus Nucifera Coconut Palm 30'HT, 18'CT Good Relocate 9 Livistona Chinensis Chinese Fan Palm 19'HT Good Remove 10 Thrinax Radiata Thatch Palm 22'HT,18'CT Good Relocate 11 Coccoloba Uvifera Seagrape Tree 4" 20'HT Good Remove 12 Coccoloba Uvifera Seagrape Tree 4" 20'HT Good Remove 13 Plumeria Obtusa Frangipani Plumeria 3" 10'HT Good Remove 14 Coccoloba Uvifera Seagrape Tree 4" 20'HT Good Remove 15 Coccoloba Uvifera Seagrape Tree 4" 20'HT Good Remove 16 Coccoloba Uvifera Seagrape Tree 4" 20'HT Good Remove 17 Coccoloba Uvifera Seagrape Tree 4" 20'HT Good Remove 18 Coccoloba Uvifera Seagrape Tree 4" 20'HT Good Remove 19 Coccoloba Uvifera Seagrape Tree 4" 25'HT Good Remove 20 Coccoloba Uvifera Seagrape Tree 4" 25'HT Good Remove 21 Coccoloba Uvifera Seagrape Tree 4" 25'HT Good Remove 22 Mimusops Elengi Bullet Wood 9" 25'HT Good Remove 23 Casuarina Equisetifolia Australian Pine 8" 25'HT Good Remove 24 Casuarina Equisetifolia Australian Pine 8" 25'HT Good Remove 25 Casuarina Equisetifolia Australian Pine 8" 25'HT Good Remove 26 Mimusops Elengi Bullet Wood 9" 25'HT Good Remove 27 Mimusops Elengi Bullet Wood 9" 25'HT Good Remove 28 Coccoloba Uvifera Seagrape Tree 4" 25'HT Good Remove 29 Coccoloba Uvifera Seagrape Tree 4" 25'HT Good Remove 30 Coccoloba Uvifera Seagrape Tree 4" 25'HT Good Remove 31 Coccoloba Uvifera Seagrape Tree 4" 20'HT Good Remove 32 Clusia Rosea Large Leaf Clusia 6" 14'HT Good Remove Total Removal (inches) 116" R0% �-=! L�' fU w ID J AN 0 8 2020 HIGHLAND BEACH MAR10 F. NIEVERA State of Florida Landscape Architect Registration No. 6666856 NOS :?qC, y; LAcc 5 ST TE *• F :* FLORION Owl `n o• O co w H a w v NIEVERA WILLIAMS DESIGN 223 Sunset Avenue Suite 150 Palm Beach, Florida 33480 P: 561-659-2820 F: 561-659-2113 NIEVERAWILLIAMS.UUM I H W W OLIJ Q F- ap ma no LJ O Lul 0 t Q =Z x luul 2 b BRIAN S. KESSLER and JENNIFER L. KESSLER 2475 S. Ocean Blvd, Highland Beach, FL 33487 December 17, 2019 Town of Highland Beach 3614 S. Ocean Blvd Highland Beach, FL 33487 Re: 2475 S. Ocean Blvd, Highland Beach, FL To Whom It May Concern: This letter authorizes Smith Architectural Group to act on our behalf and be our authorized agent to process any requests for the Planning Approval for the Town of Highland Beach. Should you need anything further from me, feel free to contact me at 561-602-7600. Sincerely, Brian S. Kessler STATE OF FLORIDA COUNTY OF PALM BEACH The foregoing instrument was acknowledged, sworn to and subscribed before me this '�� day of December, 2019, by Brian S. Kessler, who is personally known to me, or has produced a driver's license as identification. f Notary Public,"State`of My Commission expires: �.�``��,o\ MOR,gz'''�.,,� \4`� • •ti�tidSS�ONEX,c • • '�i •��, #FF986178 Q �BUC Sl 0-'�3���``` z -=--j U � -' N 111 N < m Q w O ZZ 0 z =� a 0 C° TOWN OF HIGHLAND BEACH DEVELOPMENT APPROVAL APPLICATION Application # I request a hearing regarding the terms of the Zoning Ordinances of the Town of Highland Beach.. This request relates to the property and zoning requirements set forth in this application. PROPERTY INFORMATION ASSOCIATED WITH THIS APPLICATION Address: 415 S e 0C bw C)a PCN: -09 -000-0 Full Legal Description of the Property [as described in the deed] or reference to an attachment: SEA, AVA98EC) Zoning District: What is the location of the installation? F., E lo Intracoastal Waterway (ICW) ❑ Interior Canal/Basin )<N/A PROPERTY OWNER INFORMATION j Name: MR a lz NESS- Mailing Address: g5co .(40 Email Address: R R Ws l 9RAAN f APPLICANT INFORMATION Name: SM111-\ ARLWTECT09ALo GPWf Mailing Address: 2.0(o PIA I FPS PL, Email Address: GOP14 «� SMIT+AA ARC:HITECTlDESIGNER INFORMATION Name: Gmi-M ARC 4T GP Mailing Address: 20(.o ?kkFF)G 9 L Email Address: Phone: i cbP2 _ -7 Fax: XM3QwA%r iJG Phone: �1'S3Z,.020y Fax:C�1 1. ZA, FA Rf-ACR i P1 �b'.4-9O GHITEcTu(2Al.Cn R CONS J6FFER smuH.-I. P i�1c rno"` 5G1-83202o Fax: 7A.PALI�BEFCFlL. BZ4GO Provide a detailed description of the project application (use additional pages if necessary): ew 2-ScoRv Re& Mot a I I Mh LW,1 , rwwwi&m I 1 1111111111 111111 11 qw!"i'mi P ON -Q1- me I � � � � alk Egg `' IP 6 am well GREY SIRNDN,)G SIEW MIET/AL ROOF-.-T-W� E)OS71WsP-ESUSNC� o �o2 � D AtliHAS��d� LLJ O US, m Q ao nz o c z g� Q =� m I give permission to the members of the Town Commission, Planning Board and staff to inspect the property for the purpose of this application. I declare that all statements made herein are true, based upon the best available information. willful false statements may jeopardize the validity of my application or any decision issued thereon. I have fully read the informatio ou A g the Board procedures and application requirements. with this application, I am submitting the e ss upporting materials listed. Applicant's Signature: r r r w w r w w w w w r w w-j E� Building Department Use: Date Application Received: Dare: I-Z-19-19 w�S l� - `�w� w r w w �. r w w .. r w r w w r r w �+ .. .� w r w w w r w w w r w w r ------------------------- ❑ Plans meet Town of Highland Beach Zoning and other governmental agencies requirements. ❑ Plans meet Town. of Highland Beach Zoning requirements, however, approvals are pending with other governmental agencies requirements. ❑ Plans do not meet Town of Highland Beach Zoning requirements. Town Planner: Received by the Town Clerk's Office: Received By: Date Public Notices Mailed: Date Legal Advertisement Published: 3 Date: Date: I( 11 +=_� Z o =w V CV o Q w a' N CO Q W II 11 11 G z L� Q �o 00 m THIS INSTRUMENT PREPARED BY AND RETURN TO: Maura Ziska, Esq Kochman & Ziska, PLC 222 Lakeview Avenue, Suite 1500 Test Palm Beach, Florida 33401 Our File No.; 1659-01 Property Appraisers Parcel Identification (Folio) Number: SPACE ABOVE THIS LIFE FOR RECORDING DATA WARI?ANTYDEED THIS WARRANTY DEED, made the loth day of April, 2019 by Frances S. Yu, Individually, a single woman and as Trustee of the U TRUST dated August 16, 2004, whose post office address is 493 S. Beach Rd, Hobe Sound, FL 33455 herein called the Grantor, to Brian S. Kessler and Jennifer L. Kessler, husband and wife whose post office address is 2475 S. Ocean Blvd, Highland Beach, FL 33487, hereinafter called the Grantees: (Wherever used herein the ter nis "Grantor" and "Grantee" include all the parties to this instrument and tine heirs, legal representatives and assigns of individuals, and the successars and assigns of corporations) W I T N E S S E T H: That the Grantor, for and in consideration of the sum of TEN AND 00/100'S ($10.00) Dollars and other valuable considerations, receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys and confirms unto the Grantee all that certain land situate in Palm Beach County, State of Florida, viz.: Lot 13 of BYRD BEACH, according to the Plat thereof as recorded in Plat Book 20, Page 1, of the Public Records of Palm Beach County, Florida Subject to easements, restrictions and reservations of record and taxes for the year 2019 and thereafter. TOGETHER, with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. TO HAVE AND TO HOLD, the same in fee simple forever_ AND, the Grantor hereby covenants with said Grantees that the Grantor is lawfully seized of said land in fee simple; that the Grantor has good right and lawful authority to sell and convey said land, and hereby warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances, except taxes accruing subsequent to December 31, 2018. Our File No 1659-01 t..'r f- z W 511 2: �j O CV Q 1- W �/ o ap m a O Z Uj z gz Q =z m IN WITNESS WHEREOF, the said Grantor has signed and sealed these presents the day and year first above written. Signed, sealed and delivered in the presence of: Witness #1 Signature Name Wit #2Ma WNor itness #2 Print me�� State of County of U TRUST dated August 16, 2004 aces S. Yu, L dig' ally Ad as Trustee ck�fl The foregoing instrument was acknowledged before me this day of 2 ��b Frances g g g y y S. Yu, Individual a s Trustee of the U TRUST dated August 16, 2004 who is personally known to me or has produced as identification and ❑ 0(d ❑ did not take an oath. SEAL My commission expires: 1�t4441E�i1lif! e : Q,: �! cr= C) �11/,' � �i BL Printed Notary Name Our He No.: 1659-01 [if