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KOCH, JR. COMMISSION CHAMBERS OF THE TOWN HALL, 100 SEA ROAD, GULF STREAM, FLORIDA. I. CALL TO ORDER Chairman Murphy called the meeting to order at 8:30 A.M. II. ROLL CALL Present and Malcolm Murphy Chairman Participating: Robert Canfield Board Member Curtiss Roach Board Member Amanda Jones Alternate Board Member Also Present & Participating: Absent w/Notice: Absent: III. Minutes Edward Nazzaro Renee Basel Teri Power Gregory Dunham Jorgette Smith Michael Greene Bob Dockerty Town Attorney Town Clerk Alternate Board Member Town Manager Board Member Alternate Board Member Vice Chairman A. Regular Meeting of February 23, 2023 Board Member Roach made a motion to approve the minutes of the February 23, 2023, regular meeting. Board Member Canfield seconded the motion with all voting AYE at roll call. IV. Additions, withdrawals, deferrals, arrangement of agenda items There were none. V. Announcements A. Meeting Dates 1. Regular Meetings & Public Hearings a. April 27, 2023, at 8:30 A.M. b. May 25, 2023, at 8:30 A.M. c. June 22, 2023, at 8:30 A.M. d. July 27, 2023, at 8:30 A.M. e. No August meeting Chairman Murphy called attention to the upcoming meeting dates and asked if anyone knew they would be absent to let Town Clerk Basel know in advance. VI. Public Hearing A. Declaration of Ex-Parte Communication There was none. Minutes of ARPB Regular Meeting & Public Hearing Held 3-23-2023 @ 8:30 A.M. B. Administer Oaths Town Clerk Basel swore in Mark Marsh, Cary Glickstein, Jacob Lepera, Domenick Treschitta, Paul Haislmaier, Don Hooten, Dustin Mizell, Erika Gottsegen, William "Skip" Martin, and Jennifer Morris. C. Application for Development Approval 1. An application submitted by Mark Marsh of Bridges & Marsh Architects, as Agent for 14 Driftwood Landing Revocable Trust, owners of property located at 14 Driftwood Landing, Gulf Steam, FL, legally described as Lot 2, Driftwood Landing, according to the Plat thereof, as recorded in Plat Book 30, Pages 231 and 232 of the Public Records of Palm Beach County, Florida. a. Major Modification to Approved Landscape Plan A Landscape Plan was approved on April 8, 2022, with the condition that any major modifications to the approved landscape plan be brought back to the ARPB for review and approval prior to commencement of landscaping. This item was deferred from the February 23, 2023 meeting with instructions to bring back detailed plans, elevations, and size of tree or trees to replace the Banyan tree. Mr. Mark Marsh, Architect, explained that although many of the trees on the lot looked salvageable at the beginning of this project, once the property had to be elevated four feet nothing could be saved. He then referred to Mario Navarro, Landscape Architect, who further explained that the plants just could not take transplanting and relocation with having to fill four feet. He added it was hugely expensive and not worth it for the quality of the tree. Mr. Navarro stated they were proposing two trees to replace the Banyan: a large Seagrape and a Green Buttonwood. Board Member Roach stated his discontent with Mr. Navarro's explanation in that it was hugely expensive to move the Banyan, especially when trees are not supposed to be removed before getting approval from the ARPB. Mr. Navarro reiterated that the fill would have killed the Banyan. Board Member Roach questioned if hollowing out around the tree had been a consideration to which Mr. Navarro answered they did not feel it would give the roots enough breathing room. Mr. Marsh stated that the roots were going underneath the pool to which Mr. Roach asked if anyone had thought about moving the pool closer to the house to which Mr. Marsh answered in the negative. Chairman Murphy mentioned the minutes from the last meeting and what the board had requested for Mr. Marsh to bring back. He asked if the trees replacing the Banyan were over 25' to which Mr. Marsh answered in the affirmative. He then joined Mr. Roach in chastising Mr. Marsh for going at this application backwards and warned him not to go down the route of action and then asking for permission again. Board Member Canfield made a motion to approve a major modification to the landscape E Minutes of ARPB Regular Meeting & Public Hearing Held 3-23-2023 @ 8:30 A.M. plan as proposed. Alternate Board Member Jones seconded the motion with all voting AYE at roll call. 2. An application submitted by Bluewater Cove -Gulf Stream LLC, owner of the property located at Bluewater Cove and Avenue au Soleil in the Town of Gulf Stream, legally described as PLACE AU SOLEIL, ADDITION NO 2, TRS B, C & D K/A GREEN SPACE; LOTS 7 AND 8. a. Level III Architectural/Site Plan Review to combine Lots 7 and 8 with a common property line (each lot will increase in width by 10'); and eliminate Tract "D"; retain a 10' wide drainage easement. Mr. Cary Glickstein stated his application was a re - plat of two lots in the Bluewater Cove development of Place au Soleil after the board disapproved a community platform between the two lots. Board Member Roach was concerned that with these being the two largest lots on Bluewater Cove, it would increase the size of the houses on those lots. Mr. Glickstein explained that due to many factors, including delineation of the actual property line because of the Army Corp. of Engineers, the effective size of the lots is substantially smaller than what is being shown on the plat, which will be 24,500 sq. ft. Assistant Town Attorney Nazzaro stated that would be consistent with many of the point lots in Place au Soleil. Board Member Canfield made a motion to recommend approval of combining lots seven and eight with a common property line (each lot will increase in width by 101); eliminate Tract "D"; retain a 10' wide drainage easement. Alternate Board Member Jones seconded the motion with all voting AYE at roll call. 3. An application submitted by Jacob Lepera, as Agent for Austin and Janie Musselman, owners of the property located at 1200 N. Ocean Blvd., Gulf Stream, Florida, legally described as GOLF COURSE ADD LT 7 (LESS ELY 294.12 FT) & LT 8 (LESS WLY 302.14 FT) & 9-46-43, SLY 211.12 FT OF NLY 240.12 FT OF ELY 112.49 FT OF NE 1/4 LYG S OF & ADJ TO TR R PB115P173 & W OF & ADJ TO PBlOP75 (LESS NLY 179.72 FT OF WLY 31.50 FT) & NLY 29 FT OF ELY 720.49 FT OF NE 1/4 LYG S OF & ADJ TO PB36P110 & TR R PB115P173 & W OF & ADJ TO PB10P75. a. Demolition Permit to demolish some of the existing structure. b. Land Clearing Permit to clear some of the existing vegetation from the building site. c. Special Exception under Section 70-126 to exceed the number of preferred eave lines with a total of eight proposed. d. Level III Architectural/Site Plan Review to permit addition to existing two-story residence, a rebuilt front porch at the pool house, a rear covered porch 3 Minutes of ARPB Regular Meeting & Public Hearing Held 3-23-2023 @ 8:30 A.M. addition at the guest house and an open-air shade pavilion on the south side of the existing pool. Mr. Jacob Lepera, of Leperadise Building Development, introduced the team that will be restoring the historic property known as "Lemon Hill". They gave a detailed PowerPoint presentation, which included a detailed landscape plan. Board Member Roach asked if the pickleball court was pre-existing to which Mr. Hooten, Landscape architect, stated it was not. Chairman Murphy asked if there had been any feedback from the neighbors to which Town Clerk stated they had received one letter regarding screening. Mr. William "Skip" Martin, Town resident, asked them to explain the hedge along the road where the canopy is to which Erika Gottsegen, landscape architect explained it was on the inside of the property along the driveway and would not disturb the canopy. She added they would be putting some 15' tall trees outside the existing site wall facing Hidden Harbor that would enhance what was already present. Mr. Dustin Mizell, landscape architect, added that the neighbors would not notice the hedge. Mrs. Jennifer Morris, Town resident, stated that she heard them say there were a couple of dead trees along the canopy that they wanted to take out. She asked if they were marked and if they would be replaced to which Ms. Gottsegen answered if there was room, then yes. Mr. Mizell stated that the trees were marked, and they were either dead or stumps and he thought removing them would make the canopy more healthy and if there were any gaps, they would fill them in. Chairman Murphy stated it was time to address the pickleball court to which Assistant Town Attorney Nazzaro gave the staff's perspective referring to a previous application from a private club in town who wanted to put in a pickleball court that was very close to a multi- family building. He added that per the hesitation of the ARPB and Commission regarding the proximity, the court was moved elsewhere so that it would not be close to any property lines of residents. Mr. Nazzaro referred to Section 66.368 - Tennis Courts, and stated that there would not be as much traffic at a private residence as there would be at a private club and there was a fairly large distance between the location of the pickleball court and other residents. He added that the Town had received comments from neighbors concerned about the noise. Alternate Board Member Jones asked if there had been comments from any of the neighbors to which Mr. Nazzaro stated the Town had received one letter regarding screening on the east side, which had been addressed and managed between the two parties involved. Town Clerk Basel stated two neighbors had come into Town Hall to see the plans and they were both concerned about the pickleball court regarding noise issues. Mrs. Morris stated that she had no idea a pickleball court was being proposed as it was not on the notice that was sent out and thought it should have been on the notice. She added that their bedroom was probably the closest to the pickleball court of all the neighboring residents and heard it was an extremely noisy sport. She added it was applied for at the B&T and denied. Mrs. Morris stated it was extremely 4 Minutes of ARPB Regular Meeting & Public Hearing Held 3-23-2023 @ 8:30 A.M. close to the bird sanctuary and did not think vegetation would mitigate the noise, so she was opposed to the pickleball court. She wanted to know the Town Code on tennis courts and wanted to know how many there were in Gulf Stream. Board Member Canfield stated the noise issue needed to be addressed and was concerned that the pickleball court was not included in the notice or in the original application. Mr. Martin was concerned about a precedent being set if they allowed the pickleball court into the peaceful, tranquil area of Gulf Stream. Chairman Murphy stated that concerning a precedent being set, each application was received and looked at on its own merit. Board Member Roach was concerned about all the trees being taken out and was reluctant about the destruction of so many trees, to which Mr. Nazzaro stated the landscaping was being redesigned and the footprint changed. He added the replacements proposed were consistent with what you would see with a new build. Chairman Murphy stated this was highly contentious, the neighbors were in opposition, and he could not see it moving forward with the pickleball court on the plans. Board Member Canfield stated he saw it from a totally different perspective in that unlike the Little Club, this court was not going to be used all day, every day. Mr. Lepera stated he believed the noise issue could be mitigated successfully. Board Member Roach stated that with four neighbors in opposition, he thought taking the pickleball court off of this application and making it a separate application would be helpful. Mr. Lepera agreed to the removal of the pickleball court from this application and submitting it at a later time. Alternate Board Member Jones stated she thought the design was beautiful and a substantial improvement. Board Member Canfield made a motion to recommend approval of a Demolition Permit to demolish some of the existing structure. Alternate Board Member Jones seconded the motion with all voting AYE at roll call. Board Member Canfield made a motion to recommend approval of a land clearing permit to clear some of the existing vegetation from the building site. Alternate Board Member Jones seconded the motion with all voting AYE at roll call. Board Member Canfield made a motion to recommend approval of a special exception under Section 70-126 to exceed the number of preferred eave lines with a total of eight proposed. Alternate Board Member Jones seconded the motion with all voting AYE at roll call. Board Member Canfield made a motion to recommend approval of a Level III Architectural/Site Plan Review to permit and addition to the existing two-story residence, a rebuilt front porch at the pool house, a rear covered porch addition at the guest house and an open-air shade pavilion on the south side of the existing pool. Alternate Board Member Jones seconded the motion with all voting AYE at roll call. 4. An application submitted by Russell Rosicki, as Agent for Ryan Weekes, owner of the property located at 2520 Avenue 5 Minutes of ARPB Regular Meeting & Public Hearing Held 3-23-2023 @ 8:30 A.M. au Soleil, Gulf Stream, Florida, legally described as PLACE AU SOLEIL LT 36. a. Demolition Permit to demolish the existing structure. b. Land Clearing Permit to clear the existing vegetation from the building site. C. Level III Architectural/Site Plan Review to permit construction of a new 5,719 sq. ft. single -story, West Indies style, single family residence, relocate pool, modify driveway, and add new landscaping. Before Dr. Russell Rosicki gave his presentation, Chairman Murphy stated that revised drawings had been presented to the board right before the meeting began so that gave them no time to review them. He added that the color renditions were not acceptable and there were no shutters on the windows, yet it was being presented as a West Indies architectural style. Chairman Murphy added that you cannot go "half-baked", you either go with the architectural style fully or you pick another, and the West Indies architecture has shutters on the windows. Dr. Rosicki agreed, but stated that his client did not want shutters. Considering everything stated, Chairman Murphy suggested deferring the application and that Dr. Rosicki speak with the owners regarding the style, especially regarding the shutters. Dr. Rosicki apologized for the lateness of the revisions, but asked if he could go ahead with the presentation. Discussion was had regarding the shutters and the consensus of the board was that the house must have shutters if it were to go forward to the Commission. Assistant Town Attorney Nazzaro stated that Staff had issues with Code compliance regarding the setback of the pool, which Dr. Rosicki had corrected on the revision. He added there were also issues with the size of the driveway aprons and that had also been adjusted and put on the revised drawings. Dr. Rosicki then gave a detailed PowerPoint presentation. Chairman Murphy pointed out that the renderings given to the staff and board did not match the PowerPoint presentation and needed to. Dr. Rosicki stated he understood. He then turned it over to the landscape architect who proceeded with the presentation and noted that the landscape plan had changed a lot from the original packet given to the board. Board Member Canfield questioned the placement of Zoysia instead of St. Augustine as most of Place au Soleil has the St. Augustine to which it was answered that it what the client requested. Alternate Board Member Jones did not like the removal of four royal palms and did not see anything bringing stature or shade in their place. Dr. Rosicki stated it was another owner request to have them removed. Chairman Murphy asked if there had been any comments from the neighbors to which Town Clerk Basel answered in the negative. Board Member Roach stated he felt unprepared to make a vote because of all the changes from the original packet submitted by the applicant. Chairman Murphy stated he would like to see the landscaping on the Minutes of ARPB Regular Meeting & Public Hearing Held 3-23-2023 @ 8:30 A.M. elevations so the board could get a more realistic vision, as well as a true color rendition with shutters on the home. Board Member Roach made a motion to defer the application to the April 27, 2023, meeting. Board Member Canfield seconded the motion with all voting AYE at roll call. VII. Items by Staff At 10:25 AM, Board Member Roach excused himself from the meeting. Assistant Town Attorney Nazzaro suggested to the Board that they may want to make a recommendation to the Commission to prohibit pickleball in the Town in single-family/multi-family districts. Chairman Murphy wanted all members present before making a recommendation and Board Member Canfield stated he personally was not in a position to make that recommendation, as the application earlier met the Code. Mr. Nazarro pointed out that the Code related to tennis courts, which were different. Board Member Canfield stated it should be addressed before prohibiting it. Assistant Town Attorney Nazzaro stated that the issue of massing may be referred to the ARPB from the Commission and suggested a special meeting or discussion after regularly scheduled ARPB meeting. He added that there also needed to be discussion regarding the requirements for application submission and the checklist Town Clerk Basel currently works from may need to be updated. It was a consensus of the Board to have a separate meeting from a regularly scheduled meeting to give ample time. VIII. Items by Board Members There was none. IX. Public Mr. Mark Templeton, Town resident, stated he was in support of the new landscaping plan submitted by 14 Driftwood Landing. He added that where retaining walls were concerned that neighbors and streetscapes should be taken into consideration, so it does not look like a prison wall. X. 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'd t� U V 0 v o y Cn o O'n +��+ � Cn Cn O O U p�j v co bA ct Z cC .� '� '� bA cC a .� V o � —41 3 o 0 O= Yr oai 3 Z y u p c�C �-� y m O V �� Q 0. c� +, O of 4 N cC p O N 0. U U cz O cA ZO o u Cl. cz o � ( � ca > N !1 ^" �czy, H +U+ > p cri Q v� �14-4 ¢" 1,4 o � � V V � � O b. � V cu O �+ O v O ct U N V � .� `n w � O � O cz O r• o io .� cz o O °1 O O •� QUA Ct 't:l > cz V X Q) 1-4 'C5 `O O v y � -d CI � O a. o a, �o M 4-j o H 0 o H 1� �� u V� 0 O cn tY � cC y p .� � �n W 4-, >, 0 cn to .� u cn .� O 4 bA p p cn 4J ' 0 M `4 � cu ^ .(a) W w cz pp w v R S-1. +N Vr 0 "� • > �, G N p > O rq a o 00 X V Op O p a4u N U fit, rVn ¢+ a� v czbc y ° � U i� CZ �r u O cz O 3 o ( � asi, Town of Gulf Stream TOWN OF GULF STREAM, FLORIDA ®RECEIVED APR 10 2023 Town of Gulf Stream, FL APPLICATION FOR DEVELOPMENT APPROVAL This form is to be used for all development review applications to be heard by the Town of Gulf Stream Architectural Review and Planning Board, Board of Adjustment and/or Town Commission. To complete the form properly, please review the accompanying Town of Gulf Stream Instruction Manual for Application for Development Review Form. Failure to complete this form properly will delay its consideration. To be completed by all applicants. A. Project Information I.A.1 I.A.2 I.A.3 PART II. GENERAL INFORMATION Project/OwnerName: Gulf Stream School Project Address: 3600 Gulf Stream Road Project Property Legal Description: see attached ARPB File # /_ 1'J �ILJ I.A.4. Project Description (describe in detail, including # of stories, etc.) erect a 25x25 cooler/dry storage unit in the parking lot of existing property to provide food storage for a student and staff I.A.5 lunch program at GSS. Square Footage of New Structure or Addition: 625 sq feet Architectural style: to match the existing architecture of the school. I.A.6. Check all that apply: Architectural/Site Plan Review L North Ocean Boulevard Overlay (complete section B) I Demolition of Structures (complete section C) Land Clearing (complete section D) Special Exception (complete section E) ' Variance (complete section G) Non-residential uses (complete Section F) I.A.7. Proposed F.F.E: cold/dry storage Type of Foundation: slab B. Owner Information I.B.1. Owner Address: 3600 Gulf Stream Road 1.B.2. Owner Phone Number: 570-276-5225 Fax: 561-276-7115 I.B.3. Owner Signature: C. Agent Information I.C.1. Agent Name and Firm Name: Keryn Engelhard I.C.2. Agent Address: 3660 N Ocean Blvd Gulf Stream FL 33483 I.C.3. Agent Phone Num er 561-276-5225 Cell 303-906-9039 Fax I.C.4. Agent Signature: Official Use Only Pre-App Date: ARPB Date: App Date: Recommendation: Corn Date: TC Date: Decision: Application for Development Approval, Form ADA.32000 Page 2 September 2004 Town of Gulf Stream G. Projects Requiring a Variance (code Section 66-150 through 157) IV.G.1. From what specific Zoning Code regulation is a variance requested? IV.G.2. What does the Zoning Code require for this specific site? IV.G.3. What is proposed? IV.G.4. What is the total variance requested? IV.G.5. The following 8 mandatory variance findings from Section 66-154, must be addressed: (Attach additional sheet if necessary.) (1) What specific conditions and circumstances exist which are peculiar to the land, structure, or building involved and which are not applicable to other lands, structures, or buildings in the same zoning district? (2) Did the special conditions and circumstances result from the actions of the applicant? ❑ Yes ❑ No (3) Will granting the variance confer upon the applicant any special privilege that is denied by the Zoning Code to other lands, buildings, or structures in the same zoning district? 1. Yes '' No Explain: (4) How would a literal interpretation of the provisions of the Zoning Ordinance deprive the applicant of rights commonly enjoyed by other properties in the same zoning district under the same terms of the ordinance and work unnecessary and undue hardship on the applicant? (5) Is the Variance requested the minimum variance that makes possible the reasonable use of the land, building or structure? F1 Yes 0 No Explain: (6) Will granting the variance permit any prohibited use to be established or re-established: ❑ Yes ❑ No (7) Is the requested variance consistent with the goals, policies, and objectives of the future Land Use Map of the adopted Comprehensive Plan? f Yes 11 No (8) Will the variance be in harmony with the general intent and purpose of the Zoning Ordinance and not be injurious to the area involved or otherwise detrimental to the public welfare? '1 Yes ❑ No Explain: Application for Development Approval, Form ADA.32000 Page 6 September 2004 Town of Gulf Stream G. Projects Requiring a Variance (code Section 66-150 through 157) IV.G.1. From what specific Zoning Code regulation is a variance requested? IV.G.2. What does the Zoning Code require for this specific site? IV.G.3. What is proposed? IV.G.4. What is the total variance requested? IV.G.5. The following 8 mandatory variance findings from Section 66-154, must be addressed: (Attach additional sheet if necessary.) (1) What specific conditions and circumstances exist which are peculiar to the land, structure, or building involved and which are not applicable to other lands, structures, or buildings in the same zoning district? (2) Did the special conditions and circumstances result from the actions of the applicant? I Yes Fi No (3) Will granting the variance confer upon the applicant any special privilege that is denied by the Zoning Code to other lands, buildings, or structures in the same zoning district? Yes No Explain: (4) How would a literal interpretation of the provisions of the Zoning Ordinance deprive the applicant of rights commonly enjoyed by other properties in the same zoning district under the same terms of the ordinance and work unnecessary and undue hardship on the applicant? (5) Is the Variance requested the minimum variance that makes possible the reasonable use of the land, building or structure? Yes J No Explain: (6) Will granting the variance permit any prohibited use to be established or re-established: E Yes No (7) Is the requested variance consistent with the goals, policies, and objectives of the future Land Use Map of the adopted Comprehensive Plan? Yes I I No (8) Will the variance be in harmony with the general intent and purpose of the Zoning Ordinance and not be injurious to the area involved or otherwise detrimental to the public welfare? �] Yes ❑ No Explain: Application for Development Approval, Form ADA.32000 Page 6 September 2004 i I C9 PRESORTED e °02 GARY R. NIKOLITS, CFA FIRST-CLASS MAIL 4` PALM BEACH COUNTY PROPERTY APPRAISER AUTO si U S POSTAGE PAID P 301 N. OLIVE AVENUE, 1 FLOOR WEST PALM BCH FL opeRl'l, Ay4�P,y WEST PALM BEACH FL 33401 PERMIT NO 214 (561) 355-4523 %I RETURN SERVICE REQUESTED 2012 TAX EXEMPTION RECEIPT II�II��IIII�IIIIIIII�IIII�IIIIII�IIIII�III�I���IIIII�III��IIII�IIIIIIIII�IIII�IIIIIIIII��I�III�II��III��II�IIIII�IIIII�I KEEP THIS FOR;YOUR RECORDS SEE REVERSE SIDE FOR IMPORTANT INFORMATION PROPERTY CONTROL NUMBER LEGAL DESCRIPTION 3-46-43, TH PT OF WLY 475.21 FT OF SLY 667 FT OF GOV LT 1, 20 43 46 03 00 001 0020 E 112 OF ABND PALM WAY & N 1/2 OF ABND PANDANUS RD LYG WITHIN (LESS WLY 128.21 FT OF NLY 70 FT & PB18P42) LYG SLY OF GULF STREAM SCHOOL INC 3600 GULFSTREAM RD DELRAY BEACH FL 33483 7410 PROJECT TEAM CONTACT INFORMATION: OWNER GULF STREAM SCHOOL 3600 GULF STREAM ROAD _ — .. '� GULF STREAM, FL 33483 w C: KERYN ENGELHARD P: 51-276-5225(MAIN) 5:1-450-3028 (DIRECT c E: ken9elhard�gulhtreamsdlaol org ARCHITECT O CANDACITV, LLC N140 W17938 CEDAR LN. RICHFIELD, WI 53076 �...• _ l' C: MELANIE SMYTHE P: 262-247-6301 E: Ianie.Mnythe@pndacityllcm ,.,..., CIVIL ENGINEER Wright PSM, LLC C: WILLIAM WRIGHT P: 772-538-1858 E: vnlliam�wriBhtPam.com EQUIPMENT SUPPLIER - - -- DENVER EQUIPMENT CO. 5922 HARRIS TECHNOLOGY BLVD. CHARLOTTE, NC 28M _ LOCATION MAP - NTS ® C: MICHAEL POOLE P: 704-597-2688 PROJECT SITE E: mpoole@dsc It.wm AREA OF WORK: J DUMPSTER/BUS/SCHOOL VEHICLE PARKING AREA AERIAL MAP - NTS (+ CODE DATA: SYMBOL LEGEND: ABBREVIATIONS: FLORIDA BUILDING CODE7TH EDITION (2020) FLORIDA EXISTING BUILDING CODE, 7TH EDITION (2020) I FLORDA PLUMBING CODE, 7TH EDITION (2020) FLORDA MECHANICAL CODE, 7TH EDITION (2020) FLORIDA FUEL GAS CODE, 7TH EDITION (2020) FLORIDA FIRE PREVENTION CODE, 7TH EDITION (2020) 2017 NATIONAL ELECTRICAL CODE FLORIDA ACCESSIBILITY CODE, 7TH EDITION (2020) SYMBOL SYMBOL DESCRIPTION AS AC ACT A AFF ALT ALUM AP ANCHOR BOLT ACOUSTICAL ACOUSTICAL TILE ADJACENT ABOVE FINISHED FLOOR ALTERNATE ALUMINUM ACCESS PANEL FD FE FIN FL FLUOR FP FRT FT FLOOR DRAIN FIRE EXTINGUISHER FNISH (ED) FLOOR FLUORESCENT FIREPROOFING FIRE RETARDANT TREATED FOOT/FEET RA RCP REF REG REINF REQ'D REV RN D RETURN AIR REFLECTED CEILING PLAN REFERENCE REGISTER FEINFORCE (D), (ING) REQUIRED REVISION (S). REVISED ROUND O DOOR NUMBER ROOM NAME PROJECT MUST COMPLY MATH ANY AND ALL OTHER STATE AND LOCAL CODES AND AMENDMENTS, OR CITY ORDINANCES. SHOULD ANY INFORMATION IN THESE DOCUMENTS BE DISCREPANT OF SUCH CODES ON THE SIDE OF LESS STRINGENCY, THEN THE CODES SHALL SUPERCEDE THESE DOCUMENTS. APPROX APPROXIMATE APPROVED ARCH ARCHITECT (URAL) BD BOARD BLK BLOCK BLKG BLOCKING FURR FURRED (ING) GA GAUGE GAL GALVANIZED GC GENERAL CONTRACTOR GYP BD GYPSUM BOARD HC HOLLOCORE RO SC SD SF BHT SIM ROUGH OPENING SOLIDCORE STORM DRAIN SQUARE FEET SHEET SIMILAR NAMEAPVD 1 J �/ PARTITION TYPE /ti—� REVISION CLOUD BTTM BOTTOM HIMHOLLOWW METAL SPECS SPECIFICATION(S) CEM CEMENT MORIZ HORIZONTAL SS STAINLESS STEEL USE GROUP - OCCUPANCY LOAD: CHNL CHANNEL HT HEIGHT ST0 STORAGE O KEYNOTE TOTAL AREA OF WORK: 1,164 xf CJ C L CONSTRU CTION JOINT CENTERLINE HTR HVAC HEATER HEATINGNENTILATION/AIR STD STL STANDARD STEEL G ROSS BUILDING AREA: 625 s.f. CLG CEILNG CONDITONING STRUCTSTRUCTURAL 1 GENERALNOTE GROUPS-2, LOW -HAZARD STORAGE ACCESSORY STORAGE STRUCTURE CLG HT CLO CUR CEILING HEIGHT CLOSET CLEAR(ANCE) HW INT IN(') HOT WATER NTERIOR INCH SUSP SYM SYM SUSPENDED SVMMETRY(ICAL) SYSTEM CMU CONCRETE MASONRY UNITS JT JOINT TBD TO BE DETERMINED P4 INTERIOR FINISH OCCUPANT LOAD: 300 GSF/ow= 625/30D= 3me%. OCCUPANCY IS TRANSIENT, FOR ACCESS TO STORED ITEMS ONLY COL CONST COLUMN CONSTRUCTION KDHM ILL KNOCK ON HOLLOW MTL LANDLORD TEL TS TELEPHONE TUBE STEEL 1 EXIT PROVIDED CO CONTINUOUS MA% MAXIMUM TYP TYPICAL COORDCOORDINATE MECH MECHANICAL) UN0 UNLESS NOTED OTHERWISE SECTION SYMBOL CORR CORRIDOR ME ZZ MEZZANINE VCT VI NYL COMPOSITION TILE CONSTRUCTION TYPE AND FIRE -RESISTANCE. CSWK CASEWORK MFR.) MANUFACTURER (R) VERT VERTICAL TYPE VB, UNPROTECTED CTR CT CENTER CERAMIC TILE MIN( MISC MINIMUM, MINUTE MISCELLANEOUS VT VIESIF VESTIBULE VERIFY IN FIELD ALLOWED 2-STORY, 40 ft, 13,500 sf PROVIDED 1-STORY, 10 ft. 1350 ELEVATION SYMBOL CW DIET DIA COLD WATER DETAIL DIAMETER MTL N NIC METAL NORTH NOT IN CONTRACT W/O W/D WC WITHOUT WASHER/DRYER WATER CLOSET X XX DETAIL NUMBER SHEET WHERE DETAIL IS MHOWN FIRE -RATINGS NOT REQUIRED DIAG DIM DIM DIAGONAL DIFFUSER DIMENSION NO or # NTS OPP NUMBER NOT SI SCALE OPPOSITE W/ Vv0 WP WITH W000 WATERPROOF (ING) D DISPENSER OC ON CENTER WORKING POINT ^ DN DOWN OFCI OWNER FURNISHED WSSHED WS WEATHER STRIPPING DETAIL REFERENCE DR DOOR CONTRACTOR INSTALLED yyTR WATER u�v DWG DRAWING OFOI OWNER FURNISHED DNAZ ELEC ELEV DRAWER ELECTRICAL ELEVATION PAF PART OWNER INSTALLED POWDER ACTUATED FASTENERS PCLE ARTI REVISION NUMBER EP ELECTRIC PANEL PLAM PLASTIC LAMINATE EQUIP EQUIPMENT PLBG PLUMBING ELEVATION BENCHMARK EWC ELECTRIC WATER COOLER PLYWD PLYWOOD EXT EXTERIOR PM PROJECT MANAGER EXIST EXISTING PRFAB PREFABRICATED EXH EXHAUST PVC POLYVINYL CHLORIDE EXP JT EXPANSION JOINT PWD PLYWOOD QTR QUARTER SCOPE OF WORK: DEFERRED SUBMITTALS: INSTALL A FREEZER COOLER STORAGE STRUCTURE IN SUPPORT OF ENHANCED FOOD SERVICE AT GULF STREAM AUTOMATIC SPRINKLER FIRE SUPPRESSION SYSTEM MODIFICATIONS, IF NEEDED SCHOOL (DESIGN/BUILD BY APPROPRIATE SUBCONTRACTOR. SHALL BE PROVIDED AS A SUBCONTRACT UNDER THE GENERAL CONTRACT, AND G.C. TO COORDINATE ALL WORK.) FIRE AIARM SYSTEM MODIFICATIONS, IF NEEDED (DESIGN/BUILD SY APPROPRIATE SUBCONTRACTOR. SHALL BE PROVIDED AS A SUBCONTRACT UNDER THE GENERAL CONTRACT, AND G C. TO COORDINATE ALL WORK) OTHER LIFESAFETY DEVICES, IF NEEDED (DESIGNIBUIUD BY APPROPRIATE SUBCONTRACTOR. SHALL BE PROVIDED AS A SUBCONTRACT UNDER THE GENERAL CONTRACT, AND G C. TO COORDINATE ALL NARK) � RECEIVE® APR 10 2023 Town of Gulf Stream, FL FOOD SERVICE SUPPORT STRUCTURE GULF STREAM SCHOOL 3600 Gulf Stream Road Gulf Stream, FL 33483 TOWN OF GULF STREAM SITE DATA TABLE Gross Lot A— 5512ACRE8 5 St 2 %4],580 = 2A0,102 SF EDeetive Lw Am 4,53 ACRES 4213A SF BUM AREA =98 ACRES FAR CekwWons "ISTWG DEMO NEW NET rpkar uwrq C.111., over 1a- ffla a) z^^ Flow uvw9 1^ Fbor Covered red>2 FIWr Coveres d AMnin9s> 3' m0 arisen angosurc M Sox Gsrpe Groat Fbw Ana 42,734 SF ow suilaings 625 SF Twsl Flow Area Propo•ea 43,359 SF Flrst 20 00e %.33 Over TOA— MI a..' b FAR Par M1bnwl 48,310.54 SF Total Naraac•pa Arse 61,629 SF RaquirM L•nasrape A— NW A 40% 96,010.8 SF A..W x L•rMsc•pe open S Area 135,739 SF TABLE OF CONTENTS: SET SHEET # SHEET NAME CIVIL: 1 OF2 SURVEYOR'SCERTIFICATE 20F2 ISURVEY SUBMITTAL PACKAGES: G1.0 I TITLE SHEET X 11.0 LANDSCAPE PLAN X A1.0 SITE PLAN X A1.1 IROOF PLAN, FC SHOP DRAWING, EXAMPLE PHOTOS X All ELEVATIONS/RENDERINGS, AREA PHOTOGRAPHS X 4�1 SUBMITTED FOR REFERENCE ONLY COOLER EQUIPMENT DRAWINGS Archit:R: Cl Macity, U-C we.n'R seaAM�wct rtF212217 m MEP Engineer: NA ARCHITECTURAL REVIEW BOARD O O09 j �x cE LLL� d L � m E O l0 0 O U � o 2 O L 1 -2023 Revision Description Date SHEET TITLE: TITLE SHEET 22-016" 'nr-ci mwvacn. DRAWN BY: ISCSUeE DATE: 1 1C)� RIL 0023 1 IL • • ME A&I t, I rv-� Li PARKING COUNTS NOTES BEFORE INSTALLATION 4 SCHOOL VAN PARKING SPACES SPACES REMAIN 18 STAFF CAR PARKING FIVE SPACES REMOVED 1 DUMPSTER AREA AREA REMAINS 97 TOTAL ON CAMPUS PARKING SPACES PER SURVEY SEAL AND STRIPE PROJECT SCHEDULED FOR LATER IN 2023 5 HCP SPACES SEAL AND STRIPE PROJECT SCHEDULED FORLATERIN2023 ZONING CODE DOES NOT STIPULATE PARKING RATIO FOR THIS TYPE OF USE. NOTES i. POWER DIRECTED FROM MAIN SWITCHGEAR ROOM. GCTOLOCATE ANY UTILITIES CURRENTLY IN THE DRIVEWAY FROM SOUTH PARKING LOT TO MAIN SWITCH GEAR WORK, PRIOR TO TRENCHING. 2. COORDINATE INSTALLATION OF STRUCTURE WITH EQUIPMENT INSTALLATION COMPANY. CONFIRM LOCATION OF SLAB IN RELATION TO EXISTING LOCAL STORM DRAIN LINE PRIOR TO EXCAVATION. 3. REFER TO LANDSCAPE PLAN FOR NOTES ON BACKFILLING IN PLANTING AREA 4, CO ORDINATE ALL CONDENSING UNIT LOCATION AND PROVIDEA CONCRETE PAD, CAN BE PRE -FABRICATED AT LANDSCAPE AREA. 5. CONTRACTOR TO INDICATE GATOR PARKING, SOUTH OF STRUCTURE, WITH CONSTRUCTION LOCATION PAINT FOR OWNER TO COORDINATE WITH SEAL AND STRIPE CONTRACTOR. 6, CONTRACTOR WILL ESTABLISH POSITIVE DRAINAGE AWAY FROM STRUCTURE, ITS SLAB, AND ANY NEW CURBING ASSOCIATED WITH THE WORK. ALL EXCAVATION AREA WILL BE PATCHED WITH NEW ASPHALT. TO MAIN SWITCHGEAR ROOM J I p PLM U �141N � ^ I I Cv4.�A I I 4.2J I I °' 1 I 1 pA�M 964g / i I 3• N \ � d- 2 SG �> 1101N to C7 1 \ I00 LINE OF NEW U `1 • L 121N GH TO ACCESSORY IC � I I STRUCTURE. TRENCH EXISTING I II 41N �N DRIVEWAY. SEE I SPECIFICATIONS. \ I I 121N p M CURB TO PROTECT II II 121N p FREEZER COOLER I STRUCTURE I M � pp,� 121 PA?� I I 121N161N p PLM I I THREE BOLLARDS I I 2 I / 121N FIG I GATOR PARKING - �- IN HATCHED I LINE OF STORM DRAINAGE AREA G SET SLAB FOR STRUCTURE E It P 101N FI I FF T LINE AC FOR 141N FIG II 121N p �12 O M 121N p p,� 121N 00 1 p ABM �I I 121N 101N FIG 121N p ABM b 101N p AI M 101N FIG 00 121N FFM� I.- 121N I �'rim ❑ 1� ._ ._ .- ._ .- ,- ._ ,- ._ ,_ .- - .- „_ „_ „_ „- 121N pA�N i - - - - - 141N p F �IN p P 121N p A �-121N pA121N pA 2N < W ACCESSORY STRUCTURE - SITE PLAN 1N API N O SCALE: 3/16- 1' PLAN NORTH PROJECT TEAM: x wN P, MED Engineer. COPYRIGHT DISCLAWER: �.. axrrou u,emnne PROFESSIONAL SEAL. ARCHITECTI) PROJECT TITLE: E LEG IJi cn d m E 0 0 u>jm a (70�_ y 10 U m Z 0 CO U_ No' SHEET TIRE: SITE PLAN ENLARGED PROJECT NO.: SHEET NUM 22-016 DRAWN BY: A 1 m5 ,Y` � ISSUE DATE: 11 APRIL 2023 PHOTOS LOOKING SOUTH PHOTOS LOOKING WEST PHOTOIRENDERING 1 LOOKING EAST PHOTO/RENDERING 2 LOOKING NORTH PHOTOIRENDERING 3 LOOKING SOUTH PHOTOS LOOKING EAST AREA SIGHT LINE PHOTOS FOR NEIGHBORING VIEWS SCALE: NO SCALE a IN P A ELEVATIONS RENDERED SCALE: NO SCALE uo v �� 5 Z 12IN SGHEF 4141 UN LM 121N P pA�M AD VA PAS M / 12IN 161N —O O ' O ' 121N FIG ® 1 1 O1N FIG 41 N FIG � NOTES REFERENCE PLAN SCALE: i' = 1' 0' FAR LEFT PHOTO IS FROM INSTALLATION MANUAL FROM DURO-LAST PLAN PHOTO TO IMMEDIATE LEFT IS FROM A SIMILAR PROJECT IN JACKSONVILLE NORTH MEP Engineer: NA PROFESSIONAL SEAL: ARCHITECTURAL REVIEW BOARD SHEET TITLE: PROJECT NO.: SHEET NUMBER: 22-016 6--'y A 1. 2 M= ISSUE DATE: 11 APRIL 2D23 NSE EMBOSSER HHIIE GAL ✓ANIZEB S� -.--- .------- .-._-- i d� CO LER FREEZE - FLOOR PANEL LAYOUT - lI�INiI® 9 !!� r", r :+✓{RCS* 1rP zs _D 2A'-a' s ID -- --- ----------- r- m-x AB NSE NpT-B ---- iii cfA9-A`-1 -- - ni BBiE-B C1-aFI tws ____�_SUPEBQQfd=___ Ho/Smry cuvraN a z-.sue w^ � r ______________________I� crarz-en I +---------- iii ________________________ - m 'n ___________ _________ o ---------- ___ ______ _________ _ e _ ITEM 1 OR STORAGE - NDFLOOR EXTE-D__------- -- HEIGHT----- ____________ _________ 3 6}1' u _______ _ _— _ - — ___'u ________________ Iz D1 CEa )a-aFT q [Eq rz - qBA �________ - � pf xozE-e ' Norr-B vz nx, r 1-7 No/E-e 6"X qBN i Noe-B i iii __--_ _ — — — - _- v CEArr-M ___________________ ___ " o ___________________ CEaa-aFT __ _ _ _ __ ITEM 3 £ d M!£hYIAP ______________ ITEM Z - COOLER FREEZER W/ELOOR ccgz-arrW/FLOOR ttgrz-s.T Aire eVmr-1E-5�Wr __ [EaJ-5r! No/E-e rEtro-e�T Nozc-e �� Pr Es'I=�� N7 -8' '-6' SPECIFICA 77ONSe 5/�� yrttnv, mueD r[rorn acu nav ExzEpiar EuvrsN rNrtm�rwrsN ,� VERTICAL & CEILING PANEL LAYOUT - �W� 12" ru...e, Iz• 1r ,w�u'Liu io...r B rc iro. wr >a ADNSE gpNSE 5�1 % X ax ar a - AONSE - ADMSE 3 "J r 3%-J T.TU ENTR E DOOR I ft 16.B 15.2 6 S�HEF 12 12�N P A M 1 DVA P A ABM 12� P A M M A DVN 161N STRUCTURE SHOP DRAWING I SCALE: NO SCALE NOTES FAR LEFT PHOTO IS FROM INSTALLATION MANUAL FROM DURO-LAST PHOTO TO IMMEDIATE LEFT IS FROM A SIMILAR PROJECT IN JACKSONVILLE NOTES 1. DURO-LAST ROOFING SYSTEM PLACED OVER ROOF PANELS AND MECHANICALLY FASTENED EVERY 28" PER CODE. 2. ROOFING MATERIAL IS WHITE. 3. INSTALLATION BY FREEZER COOLER MANUFACTURER AND INSTALLER. 101N 141N FI ROOF PLAN SCALE: }" - 1'-IT PLAN NORTH aaltect� carganry, uE xx�m r�.ua. c mleomvs xl,mrsmu.. xne.n ss zm+zol MEP Engineer: NA COPYRIGHT DISCLAWER: PROFESSIONAL SEAL: REVIEW BOARD O N j y E 2 E m LL in d H E ro o in4� n U) U) CD —� N IN 2 C, 0 W.L R,mfm De npbm Date SHEET TITLE: FC SHOP DRAWING EXAMPLE PHOTOS DRAWN BY: A 1 • 1 A13 ISSUE DATE: i 41 ...ram F•ftRyL`.,' '�� .,e..:}r. _�,ncch,-4-, i• - �✓ icy '- .2'�*lt_ Ogg Am _ r � 1 .I - <. • \� M N � IR "% A ~yam Y . .c Z< WOCIZ1,16 t t� ti rA '- rk G: .y . IN y an ......... , HIllsimilli y :k- Aft- a .dev • i LYE_{", Y"�.1 ~�� .�� - yam. ' R• �e��t;7�+��{' q ••�di�':�1►� ter. ,`* `! i'_���Mklkfor 1, r. �1111 LOW a� y .��unnunnuunnm = ` r- .. ' � -�� 1 � _�` . � R •' �. 10. SIR " - _- — / + . _ ' - - , , _ J . f -,1 .. � � . ; ,. _ Wit_ ` , t � - •, . r - s :.v • .;i - . .f t • ` i' t R ; ° �. 2,72 i WAS l � � y,�Y� ✓G �K( ly+ G.i � �.y„t 4y- L-' � JG-'r` •;�IMF tira.y . i' a � iwi { F 74 7 i ._- PLANT LIST NOTES N OF PLANTS PLANT NAME 7 RED TIPPED COCO PLUM - Chrysobalanus kam Place four on north and three west side of structure VARIES PENTAS- Pentas laticeolata Fill as ground cover in areas where Coco Plum mnnol—r, seasonal VARIES IMPATIENS - impatiens Fill as ground cover in arch where Coco Plum cannot rover, seasonal NOTES 1. CONTRACTOR TO LEAVE A MINIMUM OF S" SPACE COMPARED TO FINISH GRADE FOR NEW TOPSOIL WHEN BACKFILLING EXCAVATED AREA AT NEW SLAB. 2. OWNER WILL PROVIDE ALL LANDSCAPING MATERIALS, INCLUDING TOPSOIL, PLANTS, MULCH AND ANY OTHER PRODUCTS TO COMPLETE THE PROJECT. 3. OWNER IS RESPONSBILE FOR WATERING AND MAINTAINING ALL PLANTINGS ONCE INSTALLED. J I 121N p ALNA � v� rh I p ABM I I 4.2 I I I I 3.9 cv cJ \ 181N p � d 2 SG uu IJJ• � I ! ,� 21.3' I . � I N I 115.2 121N SGNEF 1 I I -� 1 II 41N GN I nl I I \ I 1 zIN P A rMn I \ I 121N I I I 161N ' I I I SEASONAL I �s IMPATIENS OR PENTAS I I I �.CO PLUM % SHRUBS 12 N FIG I SEASONAL I IMPATIENS OR PENTAS I M FOUR LOCO PLUM I �- SHRUBS TT I V/ _1Q1 \G AREA FOR FC I CONDENSING FIG EQUIPMENT 141N I 121N p ABM H-H-H--i M 121N PAS 121N p ABM FIG 101N 121N P ABM Id i 101N P ABM 121N 1'2M NCO -j M --- -- 141N PA �M PA 121N PAS �r -121N P A 121N P A 2 N 101NI FIG 121N P AWN S�N NIP p LANDSCAPE PLAN SCALE: 3/32"=1'-0' PLAN .. A A —7 1- NORTH MEP Engineer: NA PRDFESSIDNAL SEAL: REVIEW BOARD o�m G�c) E m in d w E in�d a C7 0 ro w o m 0 L _, -I023 No.O Revision—nption Date LANDSCAPE ^ PLAN ^� L l .0 MS ISSUE DATE: 11 APRIL 2023 LEGAL DESCRIPTION: A PARCEL OF LAND LYING IN SECTION 3, TOWNSHIP 46 SOUTH, RANGE 43 EAST, PALM BEACH COUNTY, FLORIDA, BEINGS MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF LOT 4, AS SHOWN ON THE PLAT OF BERMUDA HEIGHTS, AS RECORDED IN PLAT BOOK 23, PAGE 200, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA; THENCE SOUTHERLY ALONG THE WESTERLY RIGHT-OF-WAY LINE OF STATE ROAD DEPARTMENT A-1-A, AS PRESENTLY LAID OUT AND IN USE, A DISTANCE OF 116.40 FEET, MORE OR LESS, TO THE POINT OF CURVATURE OF A CURVE; THENCE SOUTHERLY, ALONG THE ARC OF A CURVE CONCAVE TO THE WEST HAVING A RADIUS OF 5245.51 FEET, AND A CENTRAL ANGLE OR 06' 01' 36", A DISTANCE OF 551.75 FEET, MORE OR LESS, TO AN INTERSECTION WITH THE NORTH LINE OF LOT 55, AS SHOWN ON THE PLAT OF GULF STREAM PROPERTIES NO. 2, AS RECORDED IN PLAT BOOK 18, PAGE 42, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA; THENCE WESTERLY ALONG THE NORTH LINE OF SAID LOT 55 AND ITS WESTERLY EXTENSION, A DISTANCE OF 86.30 FEET TO A POINT IN THE CENTERLINE OF PALM WAY; THENCE SOUTHERLY ALONG THE SAID CENTERLINE OF PALM WAY, A DISTANCE OF 2.5 FEET TO THE INTERSECTION WITH THE EASTERLY EXTENSION OF THE SOUTH LINE OF LOT 55 OF SAID PLAT OF GULF STREAM PROPERTIES NO 2; THENCE WESTERLY ALONG THE EASTERLY EXTENSION AND THE SOUTH LINE OF SAID LOT 56, A DISTANCE OF 122.54 FEET MORE OR LESS, TO THE SOUTHWEST CORNER OF SAID LOT 56; THENCE NORTHERLY ALONG THE WEST LINE OF SAID LOT 56 AND ITS NORTHERLY EXTENSION, A DISTANCE OF 142.95 FEET, MORE OR LESS, TO THE POINT OF INTERSECTION OF THE CENTER LINE OF PANDANUS ROAD; THENCE WESTERLY ALONG SAID CENTER. LINE, A DISTANCE OF 142.38 FEET, MORE OR LESS, TO THE EASTERLY RIGHT-OF-WAY LINE OF GULF STREAM ROAD; THENCE NORTHERLY ALONG SAID EASTERLY RIGHT-OF-WAY LINE A DISTANCE OF 7.52 FEET, MORE OR LESS, TO THE NORTHWEST CORNER OF SAID PLAT OF GULF STREAM PROPERTIES NO. 2; THENCE NORTHERLY ALONG THE SAID EASTERLY RIGHT-OF-WAY LINE OF GULF STREAM ROAD, MAKING AN ANGLE WITH THE NORTH LINE OF SAID PLAT OF GULF STREAM PROPERTIES NO. 2 (AS MEASURED FROM EAST TO NORTH) OF 92- 36 00", A DISTANCE OF 198.12 FEET; THENCE CONTINUE ALONG THE SAID EASTERLY RIGHT-OF-WAY LINE OF GULF STREAM ROAD, MAKING AN ANGLE WITH THE PROCEEDING COURSE OF 180- 07' 25", AS MEASURED FROM SOUTH THRU EAST TO NORTH, A DISTANCE OF 166.74 FEET; THENCE CONTINUE NORTHERLY ALONG THE SAID EAST RIGHT-OF-WAY LINE OF GULF STREAM ROAD MAKING AN ANGLE WITH THE PROCEEDING COURSE OF 183° 11' 32", AS MEASURED FROM SOUTH THRU WEST TO NORTH, A DISTANCE OF 43.93 FEET; THENCE EASTERLY MAKING AN ANGLE WITH THE PROCEEDING COURSE OF 90° 08' 38", AS MEASURE FROM SOUTH TO EAST, A DISTANCE OR 128.21 FEET; THENCE NORTHERLY MAKING AN ANGLE WITH THE PRECEDING COURSE OF 900 00' 00", AS MEASURED FROM WEST TO NORTH, A DISTANCE OF 78.82 FEET; THENCE EASTERLY MAKING AN ANGLE WITH THE PRECEDING COURSE OF 90' OU 00", AS MEASURED FROM SOUTH TO EAST, A DISTANCE OF 25.01 FEET TO THE SOUTHWEST CORNER OF THE SAID PLAT OF BERMUDA HEIGHTS; THENCE EASTERLY ALONG THE SOUTH LINE OF THE SAID PLAT OF BERMUDA HEIGHTS, A DISTANCE OF 322.0 FEET TO THE POINT OF BEGINNING AFOREDESCRIBED. THE ABOVE DESCRIBED PARCEL CONTAIN 5.51 ACRES, MORE OR LESS. SURVEYOR'S NOTES: 1. BEARINGS SHOWN ARE REFERENCED TO GRID, NORTH AMERICAN DATUM OF 1963(2011), WITH THE NORTH PROPERTY UNE (SOUTH LINE OF BERMUDA HEIGHTS PLAT) HAVING A BEARING OF N88'17'00"E. ALL OTHER BEARINGS ARE RELATIVE THEREUNTO. 2. ELEVATIONS SHOWN ARE REFERENCED TO NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). 3. ALL ELEVATIONS ARE RELATIVE TO SITE BM "1', ELEV=1.62' AS SHOWN HEREON, ELEVATION OF BM "1" ESTABLISHED BY SATELLITE OBSERVATION REFERENCED TO FOOT PERMANENT REFERENCE NETWORK STATION "BOCA", ELEV.=21.71'. 4, DATUM SHIFT: NGVD29 = NAVD88 + 1.55' PER NGS VERTCON SOFTWARE 5. ALL COORDINATES AND DIMENSIONS ARE CALCULATED, 'NTH UNITS IN U.S. SURVEY FEET (12 METERS = 39.37 FEET), UNLESS SHOWN OTHERWISE. & LEGAL DESCRIPTION PROVIDED BY CLIENT, AS SHOWN ON BOUNDARY SURVEY BY OBRIEN, SUITER & OBRIEN INC, DATED MARCH 06, 1973, REVISED MAY 18, 1979. 7. ONLY ABOVE GROUND IMPROVEMENTS LOCATED. & NO PHYSICAL EVIDENCE OF LAND USE INDICATING A CEMETERY, WASTE DUMP, LANDFILL, RECENT EARTHWORK CONSTRUCTION OR BUILDING ADDITIONS WERE OBSERVED ON PREMISES AT THE TIME OF FIELDWORK. 9. NO EVIDENCE OF PROPOSED CHANGES IN STREET RIGHT OF WAY LINES WAS MADE AVAILABLE TO THIS FIRM, AND NO EVIDENCE OF RECENT STREET CONSTRUCTION WAS OBSERVED AT THE TIME OF FIELDWORK. 10.NO TITLE SEARCH WAS PERFORMED BY THIS FIRM. THERE MAY BE EXISTING EASEMENTS OR OTHER ENCROACHMENTS IN PUBUC RECORDS NOT SHOWN HEREON. NO TITLE COMMITMENT WAS PROVIDED DURING THE COURSE OF THIS SURVEY. 11. ALL RECORDING INFORMATION SHOWN HEREON IS IN REFERENCE TO THE PUBLIC RECORDS OF PALM BEACH COUNTY, UNLESS NOTED OTHERWISE. 12.A000RACY OF SURVEY CONTROL VERIFIED BY TRAVERSE CLOSURE EXCEEDS THAT OF COMMERCIAL/HIGH RISK LINEAR (1 FOOT IN 10,000 FEET), AS PER FLORIDA RULE 5J-17.051. 13.THIS MAP IS INTENDED TO BE DISPLAYED AT A SCALE OF 1:360 OR SMALLER 14.NO ZONING REPORT LETTER WAS SUPPLIED TO THIS FIRM. ZONING INFORMATION MAY BE ADDED TO SURVEY ONCE IT IS RECEIVED. 15.TREE IDENTIFICATIONS SHOWN HEREON ARE TO BEST OF FIELD SURVEYOR'S ABILITY, AND SHOULD BE FIELD VERIFIED BY AN APPROPRIATELY LICENSED PROFESSIONAL WHERE NECESSARY. LAND TABULATIONS: PROPERTY AREA: 5.512 ACRES± BUILDING AREA: 42,734 SF± PARKING SPACES: 97 REGULAR & 5 HANDICAP SPACES VISIBLE FEMA FLOOD ZONE DETERMINATION FLOOD ZONE-AE(EL6)" PANEL # 12099C 0981F EFFECTIVE 10/05/2017 COMMUNITY # 125109- UNINCORPORATED TOWN OF GULF STREAM ADDITIONAL INFORMATION STREET ADDRESS 3600 GULF STREAM ROAD 3525 OLEANDER WAY GULF STREAM, FL 33483 PARCEL CONTROL NUMBERS 20-43-46-03-00-001-0020 20-43-46-03-06-000-0560 ABBREVIATIONS LEGEND SYMBOLS LEGEND POC = POINT OF COMMENCEMENT =WOOD UTILITY POLE POB = POINT OF BEGINNING IP = IRON PIPE )s( -CONC UTILITY POLE IR4 = 1/2" IRON ROD (#4 REBAR) POLE IR5 = 5/8" IRON ROD (#5 REBAR) _ LIGHT CM = CONCRETE MONUMENT WIRE ANCHOR PK = PARKER-KALON NAIL MAG = MAGNETIC NAIL FND = FOUND =FIRE HYDRANT O/S = OFFSET TYP = TYPICAL =WATER VALVE PRM = PERMANENT REFERENCE MONUMENT PCP = PERMANENT CONTROL POINT ® =WATER METER BM s BENCHMARK EL OR ELEV = ELEVATION ❑° =ELECTRIC BOX FIFE FINISHED FLOOR ELEVATION SF = SQUARE FEET =SEWER VALVE AC ACRES FNC = FENCE ® =SEWER MANHOLE CLF = CHAIN LINK FENCE EOW EDGE OF WATER ® -DRAINAGE MANHOLE UE = UTILITY EASEMENT CAN OR TV= CABLE TELEVISION =DISABLED PARKING ATT = AMERICAN TELEPHONE AND TELEGRAPH FP&L = FLORIDA POWER AND LIGHT COMPANY =TRAFFIC DIRECTION FOOT = FLORIDA DEPARTMENT OF TRANSPORTATION CBS CONCRETE BLOCK CONSTRUCTION =SPOT ELEVATION S/T = SEPTIC TANK x D/F = DRAINFIELD -am- =OVERHEAD WIRES PP = POWERPOLE O/H = OVERHEAD - a - =BURIED ELECTRIC MH = MANHOLE CB = CATCH BASIN -..- -TELEPHONE F/H OR HYD= FIRE HYDRANT WM = WATER METER - FOC - =FIBER OPTIC EOP = EDGE OF PAVEMENT BOC = BACK OF CURB R/W = RIGHT OF WAY R/R = RAILROAD -zw- =SANITARY SEWER C/L OR CL= CENTERLINE P/L OR R = PROPERTY LINE -sm.-- =STORM SEWER (P) = PLAT DATA (L) = LEGAL DESCRIPTION DATA (M) = MEASURED DATA (C) = CALCULATED DATA �ww- =UNKNOWN (FDOT) = F.D.O.T. R/W MAP DATA SEC = SECTION TWP = TOWNSHIP RGE = RANGE R = RADIUS L = LENGTH a = CENTRAL ANGLE TREE ABBREVIATIONS CHO = CHORD MIN =DIAMETER AT CBG = CHORD BEARING BREAST HEIGHT(INCHES) NR = NON -RADIAL CP =CABBAGE PALM PT = POINT OF TANGENCY PALM =OTHER PALM PC = POINT OF CURVATURE 80 =BLACK OLIVE PRC = POINT OF REVERSE CURVATURE OAK =OAK TREE PCC = POINT OF COMPOUND CURVATURE FIG =STRANGLER FIG STA = STATION FIC =OTHER FICUS FB = FIELDBOOK SG=SEAGRAPE PB = PLAT BOOK SCHEF=SCHEFFLARA OR = OFFICIAL RECORDS BOOK GL =GUMBO LIMBO PG = PAGE MAH =MAHOGANY PSM = PROFESSIONAL SURVEYOR AND MAPPER UNK =UNKNOWN TREE LB = PROFESSIONAL SURVEYING AND MAPPING BUSINESS =BROADLEAF TREE (E.G., OAK) CERTIFIED TO: =NEEDLE BEARING TREE 1, GULF STREAM SCHOOL, INC (E.G., PINE OR CYPRESS) ® =CABBAGE PALM =OTHER PALM SURVEYOR'S CERTIFICATION: I, WIWAM J. MIGHT. DO HEREBY CERTIFY THAT I AM A DULY UCENSED AND PRACTICING PROFESSIONAL SURVEYOR AND MAPPER IN THE STATE OF FLORIDA; ALSO THAT THE SKETCH OF THIS SURVEY MEETS THE STANDARDS OF PRACTICE AS SET FORTH BY htE FLORIDA BOARD OF SURVEYORS AND MAPPERS, PURSUANT TO CHAPTER 5J-17 OF FLORIDA ADMINISTRATIVE CODE, AND THAT UNDER MY SUPERVISION DID MAKE AN ACTUAL SURVEY OF THE LAND DESCRIBED HEREIN, AND THAT SAID SURVEY WAS PHYSICALLY MADE ON THE GROUND PER RECORD DESCRIPTION AND IS CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. Oyl eViy "ea yy THE FIELDWORK WAS COMPLETED ON 03/DB/2023. n m Vent Wte'.i0 UStle GATE OF PLAT OR MAP: 03/09/2023 m FnST WILLIAM J WRGGHT, P.S.M.TLICENSE NO. 6868, STATE OF FLORIDAELECTRONIC VERSION OF THIS SURVEY SIGNED AND SEALED BY N1LAM J MIGHT. P.S.M.. ON DATE SHOWN. USING AN SHA-1 AUTHENTICATION CODE.THE SHA-1 AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.- PAPER COPES OF THIS SURVEY NOT VALID WITHOUT ORIGINAL INK SIGNATURE AND RAISED SEAL. a � U Z a � cn O v O a v a cNc G aW a O 0- W o � N a LL J 0 D'^ V 0 m SITE SM '1' SET PK NAIL SET IRS ELEV=1.62' Ig 8186 N04-40'47"W 166.74' N01'29'12"W 43.92' SET IR5 LB8186 TEL R(LSER SITE PK NAIL 04'3418"W 198.26' - M RSET a o° 183'1®}2'(L� z. _ N01'55'17"E 7.52' ELEV=1.85' G P) PAVEDpRO 0 z y EDP y� 'E_ . FNO NAIL DE PUBLIC $/W ( 0 x_�� FND PK re IE(5}-o.zo'(eY+c) 30' WI .9_ EOP`a" ` /R/W UNE sx CL +tE=tza' E(b)•-o.so'(, z•cva u _ w-� d yejl^ y43.93' L xivi Pwl FND PK FND IR5 IE(N)--o..'("•PaW) SET IRS _ __ LB 353 SET IRS x yi a .LBBt "P` p B �PUMTE ax pr1M METAL FENCE 142.36'(M) °T LB8186 w P ei .-bx tax PAL ti A"w 0.3'N. 2.4'E T - R/YI LINE ,^yo ,�1ax EOP ^y 198.12 L x P- P 18 90'08'38'(L) c METAL FENCE ebNlFlc LFEN �x. t p _ ax PA ^� J �I!. x P7-`` cATEM1y° P z o q° Y ATEJ y'� .� + ey I ,�`� UNPLATMD LANDS N CLF 0.1'S.3.9'E yR �i a BOC yu p/Pt B p/ax p' °ti IUNp + + ro x7' >70 ,� EOP Mx"080 a.t, _la / P r / /'P ". N OWNER: FORD, MICHAEL 00100 N CB piAIE-28Y 64.6' /x' W O IE(EI--I.aa•(le•laP) u LOTP57 y i LOT 53 IPa , 1 M1� °qy y''° y9EOP >° x p PIw1 ^ / / ox rye m w azl FOUOk 20434603060000570 -- ?° ro^ o v\6`�°, 00 !1 OWNER: STANLEY KIRSTEN B STANLEY THOMAS M & �I COVERED WALK - ' y?/ / no mm Z" N01'43'00"W 78.82' PANDANUS ROAD S Oo P w 24. ]' _ 54.4' , ^" CONS. O G� / N; ++mm ZC` m N x� A� SET IRS LB8186 _ 0 IOO 20.4�1.5 0/5 .fJ'W, It R/W ABANDONED(L) �x ri N 4.7 -6- N 'm. ?' �pA y` 6X, F,a ON x PUMA) X^b ow rv.3. CLF N n }'n^0 pNE SJ�HX .•^O90'00'00"(L) 2.1'W. 0.3'S I}y 7s m �'tl"t ONE STORY <- i w m n CBS BUILDING - 422' M1 n G0�' 6 62O GPI RETAINING WALL P+xiw ry y°om4 3.9' FFE=&24' N I \ FPF'� p y tlr �•aa� 229.43' / bx ouIC7 CLF 0.5'E,0.2'S y: '�FND NAIL IN WALL PANDANUS RD '>> �2a - STEPS 0. ]' w1' CLF ^ - i7.3'-- .4 269 11' CBS WALL 0.1'W, x 0/S 3.00'W "�xs-,Mt�E y, �i+�A% 71.] N 22.4' 3.6( .;Ti. 13.9' 0.7 71.2 W > o y MULCH PLAY AREA SWINGS ( ) OLEANDER WAY - �, 1 0 -' 6.5 6 �K / 90'00'DO' L - COVERED WA 11.0°0 4 °° ^° x x W UNE LOT 56 0.6' 25.3' LKWAY a .°mmv'tit^ IS' WIDE PUBLIC R/W (P) I (am o r NF,a SW COR LOT 56 PAVED ROAD >° SET PK 5 GO ¢ u mG s -- ---- a ^� m4.9' I zf f l ryM1,y. 3 �H8186 �2 _ m 16.4' ° PPF.OJ1 PLAY �!� 'coxo"wi ii re uzvc xao 8 �. - T4.4`q 6.9' W \ flGol PSO \ �.'Zol , WITNESFS 0/S 51 M3 ^ Sz7 8"W 4'2.95 42.95't(L �y ^ RAMP m n _ 36.5' TWO STORY FO f9X i^ GRAVEL Itlx so-. °M1y ry ?^°�y .0' CBS BUILDING NCap �y i 0 L_J (vev PcatPI B4 DRIVE n+A y z I esSTEPS� s I I o5 FFE=6.21 GO a� �\ \ /ZF. ` ^� ,� LOT 11 aw pA1M tax p4lNJ o 1 aw sG ONE STORY b ,LO$ pTp�+F-eJ�OXNG ! r° GP 6 y robx Burr I x FOLIO20434603010000111 IFPL fie° xM1� J P ° etiz CALF ° CBS BUILDING I I N I GOFFF.'6T e1'y:0 a pP4-�s x9" z°BLEA HERS I OWNER: BURKE KAREN K 6' WOOD KWAY S UNE +°,d - '� m FFE=6.21' 16.4'm 6.7 i > 0O9 z 'MfT FENCE LOT 56 o y. . �y� ° y 2g 2 zg y n 43.8' 0.4' 81.3' .,� 6'vy . 'm. q owu_ro."s'' o `. " (Ff y° 1.3'S.^°°. J m i e e�p s.13 > �' Lmu rox \GONG SA`4 GATE PAD o � ,• .°N° z METAL 8 ab5.0' ^d' °09^y xne.Oi mJ LIFT sranaN z FENCE ((••�111 Xa RE911Ei,a`x t9 y 0 ^ 4 4.3'm ^v s xl Y OVERHANG~ rdw n: a xw-s.�Y ,'p z 3.5'S LOT 5/ Cjl 21 2 `� pSas w " F'xy JJ IN METAL FENCE y 4 , ma i6 Pc ul 5.4 ryp^ °^` 1 1 . N t qM-3.6e' 6' CLF 1. 14 PG a2) m. yya eP ^ xy 4.6'S FOlIOk 20434603060000540 I P N� 2 aeow"o0caslw fin x� ex �,��o° e° 1' LANDSCAPE WALL OWNER: CONDON ALEXANOER & ry d) w \ CONDOM KATHERINE J ON _ ti" BRCCI( fO 21:3' o RETAINING x ,afi0'sol6 " N R W LINE ^ i �(' EASEMENT ) .7' PB 23, PG 200 5' EASEMENT / .pry SUBJECT PROPERTY , WALL xryRICK a PANDANUS ROAD 40.9' (P818, PG42) 5_p I y�x �15' R/W ABANDONED(L) `�5o°Iye Pmts4 ma`'VD icaw5pb0L0001 m� _ I.>eoo wuslxuM Oz:4 2.5' tzNm orut „d " :, I 1 O LANDSCAPED 2.5' Iml "Wx' BRICK PATIO ,^ cA s S00'53'58"E 2.51' _ xTST°N P xy I ONE STORY 1.3'- O Icy y z x x x �0' �o' OI ABANDONED PORTION OF < CBS BUILDING SOCCEPAACROSSE 1' LANDSCAPE WALL tal PALM WAY- �� - FFE=6.24' (NAVD88) i ,a .3'.I ATHLETIC RUG I W .=,N k3600 15 W1DE PUBLIC R/W (P) SET IRS L88186 (2) a ^_ bhi a � o LOTB 5.2 ax a tax eo 0" ?0 S I y^ lro z>, a zml CLF CROSSES R?" w rs _ "• I z x9 �ti" �^°�aP z I 00m Bo ., Lorss PALM tre 1 it mM-a Tt' I w e ti p° a S LINE PB 23. 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I covered the two areas that Trey referenced in his message, facilities and traffic, and I included our budgetary reasons for seeking a higher enrollment number. Please give this a read before we meet and I will be prepared to provide additional context and answer any questions. Gulf Stream School's current enrollment is 293. See the chart below for a 5-year enrollment breakdown: School Year Enrollment 2018-19 234 2019-20 226 2020-21 244 2021-22 274 2022-23 293 During the COVID pandemic, South Florida independent schools benefited from an influx of families relocating to the state, and in -state families seeking an alternative to public schools. Gulf Stream School was no exception. Schools also experienced a higher "yield" rate, families accepting a school's offer of admission. GSS's yield is typically high, but over the past two admissions cycles it has been as high as 94%. In March of 2022, Board President JD Dickenson and I met with Town Mayor Scott Morgan to inform him about the increasing demand for Gulf Stream School, and our growing enrollment. Our 3 Pre-K classrooms are all built within the State's mandatory guidelines of 20 square feet per child, and our other classrooms are built within the State's recommendations for space. We seek to enroll 3 sections of Pre-K and 2 sections in all other grades, K-8. See the model below for grade -level capacities: Homerooms No. of students PK3 14 PK4 16 PK4 16 K 16 K 16 1 16 1 16 2 15 2 15 3 15 3 15 4 15 4 15 5 15 5 15 6 15 6 15 7 15 7 15 8 15 8 15 CAPACITY 320 This is to say that we are comfortably accommodating 293 students within our current facility, and could easily accommodate 7 more students, reaching a total enrollment of 300. We do not have the need to erect additional buildings, however we do intend to make the most of the space that we have. Here are some projects we are considering: Convert the Pre-K courtyard into an outdoor classroom Convert the space gained from removing the silt tanks into an outdoor learning/play area E Convert the Crocker Pavilion to a "cooking kitchen" in order to provide dining services ® Convert the Clough Chapel to a performing arts center All of these projects can be done within the current footprint of the campus and facilities. To meet the needs of a larger number of students, more faculty/staff were hired. This year, the School has 63 total employees. On campus, there are 94 parking spaces, easily accommodating our employees, with 31 spots left over. Adding 7 students will not command hiring additional personnel. In May, 2022, the School employed Simmons/White to evaluate our traffic patterns on campus and on Gulf Stream Road. As you know, we have split the morning drop-off to incorporate two traffic patterns. Vehicles with students in Grades 4-8 only enter at the Gulf Stream Road entrance and proceed east toward the Clough Chapel steps where they unload. Those vehicles exit through the A1A gate. Vehicles with any other combination of students enter at the Gulf Stream Road gate and proceed north, unloading along our curb, and exiting through the Gulf Stream Road exit gate. These patterns have resulted in a morning arrival that concludes before 8:15 and has relieved morning traffic back-up on Gulf Stream Road, to which the presiding GSPD officers can attest. We are using the same new traffic pattern for our heaviest dismissal times as well, 4:15 on Monday through Thursday, and 2:20 on Friday. Monday through Thursday the school day ends for children in grades PK-4 at 2:20. However, 70% of those children remain on campus for our After School Program, which ends at 4:15. Students in grades 5-8 are also dismissed at 4:15, which means we manage approximately 230 students at the 4:15 dismissal. However, we average 16 daily absentees, another 16 students are faculty children who are not in vehicles in our carline, approximately 20 students walk to and from school (or their parents walk them), and 14 students ride the bus. Once we factor in siblings who ride in the same vehicle and those who carpool, we are looking at a range of only 55-65 vehicles in the carline at 4:15 dismissal, Monday to Thursday. We now offer ASP on Fridays. About 50 students take part, who are picked up at 4:15, not at 2:20. Friday ASP participation, combined with the factors noted above, reduces the number of vehicles at Friday's 2:20 dismissal. While there are more vehicles in Friday's carline, it has not exceeded approximately 70 vehicles. Since the beginning of school, we have regularly timed our 4:15 and 2:20 dismissals, achieving a range between 10 to 18 minutes, start to finish. The GSPD can attest that it moves smoothly and efficiently. As you can see, there are a lot of layers to deducing exactly how many vehicles will be in the carline at a time. However, we feel that adding 7 students will not result in a material increase to the number of vehicles on campus or town roads. ..- Gulf Stream School has been stewarded well for many years by a Board that practices conservative budgeting and spending policies. While we are fortunate to have an outstanding endowment, our Board seeks to meet our budget through revenue, that comes in the form of tuition and fundraising. In the nearly three decades since the enrollment cap was last raised, a lot has changed in education. Technology, campus security, health, and social/emotional wellness are just some of the major areas in which the School has invested substantial funding. For example, in 1994, when the cap was established at 250, the School did not have a technology budget. This year's technology budget is over $300,000. We have hired and maintained a full-time armed security professional, have undergone a costly security audit for our campus, and re -invested in our gates, locks, cameras, windows, and doors. During the pandemic, we hired a full-time school nurse who has become indispensable to day-to-day operations and will remain a member of the faculty. We partner with The Social Institute (TSI) to deliver social/emotional programming on an online platform, monthly, and we will likely need to hire an additional mental health counselor dedicated to Grades 5-8. This is not to mention the rising cost of operations. For example, in 1994 the School paid $42,376 for campus insurance, this year the cost is $298,000. There is a nation-wide shortage of teachers. In order to hire and retain the best we have to offer compensation packages that are more and more attractive, to stay competitive in the market. For perspective, even at 293 students, we are projecting only a modest end -of -year budget surplus. Thank you for your time and your consideration of our proposal to increase the enrollment cap to 300 students. Maintaining a good relationship with the Town is of utmost importance to the School. We will always seek a supportive and symbiotic relationship with Gulf Stream and its residents. Best wishes, Gray JUN-20-I994 11;578M 94— 1101M{S[(IllQ��91[eruff r DEVELOPER'S AGRSEMB�iT This Developer's Agreement is entered into as of this .1 day of _„.p— , 1994 by and between THE TOWN OF GULF STREAM, FLORIDA, hereinafter referred to as "Town" and THE GULF STREAM SCHOOL FOUNDATION, INC., a Florida not -for -profit corporation, hereinafter referred to as "School". WHEREAS, the Gulf Stream School located at 3600 Gulf Stream Road, Gulf Stream, Florida is situated on a parcel of real property V, (the "Premises") of approximately 5.51 acres and legally described � in Exhibit "A" attached hereto, and N O WHEREAS, the School has requested that the Town approve construction on the Premises of a multipurpose fieldhouse and he a covered walkway, the renovation of the existing auditorium and the \ w demolition of the existing maintenance building in order to better \R .0 - provide for the needs of the students of the School, and J A 7 U U) v WHEREAS, the Town has approved two variances to the School in �aQ connection with said construction, specifically, a variance with ,�E respect to adding a building that does not replace an existing No m structure and a variance with respect to the front yard setback, w and Wc4j 5 0 � folloWHEREAS, the Town has granted other approvals to the School as a a} a Demolition Permit to demolish an existing oa - maintenance and storage building, b) a Vegetation Disturbance (5, Permit to add a row of trees and shrubs along State Road A-1-A and a or' c) a Site Plan Approval, and w J q WHEREAS, this Agreement and Drawings attached hereto as Exhibits are a condition of the above -referenced approvals of the c o Town. 0 0,- ~' 'a NOW, THEREFORE in consideration of the premises contained herein and for other good and valuable consideration, the receipt 0 of which is hereby acknowledged by each party to the other, and for other good and valuable consideration, the parties agree as follows: 4J w l• Use of the Premises. The parties agree that the present use of the Premises is a nonconforming use under the Town's present ° zoning code inasmuch as the same is zoned "RS m Residential District." Single -Family The parties agree that in the event the o Premises cease to be used as a school, as defined in Item A. below, in the future that the same shall conform to the zoning a0 classification then in effect for the Premises and that said Premises shall not be subject to any other term or condition of this Developer's Agreement. A. Use Requirements. The School agrees to use the Premises as an independent day school in accordance with the accreditation requirements of the Florida Council of u Independent Schools or similar accreditation entity and in accordance with the terms of this Agreement. a 3 B. The parties agree that the use of the Premises as a school shall be limited as follows: The maximum of students, both seasonal and full-time, that may be enrtoolbled in said school at one time shall not exceed two hundred fifty (250) students. Said students may be enrolled in grade levels Pre-K through 9. The School will generally be open between the hours of 610o A.M. and 6:00 P.M. year round. After school activities will generally not be conducted past the hour of Page 1 ORR 8311 Pa E.31 7:00 P.M. during the weekday, and all events shall conclude by 10:00 P.M. Events or activities which will be attended by more than fifty (50) persons and that are conducted past 7:00 P.M., regardless of the day of the week, shall be limited to a total of twelve (12) per calendar year. Additionally, the Premises will not be used for any activity other than for School and community events involving the residents of Gulf Stream, Florida, the students attending the Gulf Stream School, and the familied and friends of those students. The School may not collect a rent, cash or otherwise, from any individual or organization conducting an event on the Premises, nor may the individual or organization receive compensation for conducting the event unless that compensation comes directly from the School. Moreover, only the School may charge an admission fee to any event conducted on the Premises. The maximum number of adults attending said activities shall not exceed five hundred fifty (550). 2. Attached to this Agreement as Exhibits A through J are the following drawings which are incorporated herein: A. Survey prepared by O'Brien, Suiter & O'Brien, Inc., dated November 8, 1993, and identified as Order No. 73-95 XL [Exhibit A]. B. Site Plan, prepared by Gator Engineering Services, Inc., dated February 7, 1994, last revised March 10, 1994 and identified as Job No. 93-145 [Exhibit B]. C. Demolition Plan, prepared by Gator Engineering Services, Inc., dated February 7, 1994, last revised March 1, 1994 and identified as Job No. 93- 145 [Exhibit C]. D. Paving Plan, prepared by Gator Engineering Services, Inc., dated February 7, 1994, last revised March 10, 1994 and identified as Job No. 93-145 [Exhibit D]. E. Drainage Plan, prepared by Gator Engineering Services, Inc., dated February 7, 1994, last revised March 10, 1994 and identified as Job No. 93-145 [Exhibit E]. F. Water and Sanitary Sewer Distribution System Plan, prepared by Gator Engineering Services, Inc., dated February 7, 1994, last revised March 10, 1994 and identified as Job No. 93-145 [Exhibit F]. All buildings will be hooked up to the Gulf Stream Homeowners Improvement Association Sewer System with the exception of the three (3) houses, which have septic tanks. G. Internal Traffic Study Document and Traffic Control Plan, prepared by Gator Engineering Services, Inc., dated April 21 and February 7, 1994? last revised March 1, 1994 respectively, and identified as Job No. 93-145 [Exhibit G]. All parking associated with the Premises shall be on -site or on a prearranged auxiliary site, but in any event off- street. H. Architectural Drawings, Sheets A-1 and A-2, aprepared ndAse c iatesCharles Samuel 1994 [Exhibit B]. Page 2 I. Existing Vegetation and Tree Relocation Plan and Proposed Landscape Plan (Sheets 1 and 2, respectively), prepared by A. Grant Thornbrough and Associates, dated March 3, 1994 and last revised March 9, 1994. [Exhibit I]. J. Building Envelope and Building Setback Plan, prepared by Gator Engineering, Inc., dated February 7, 1994, last revised March 10, 1994 and identified as Job No. 93-145 [Exhibit J]. 3. Site Building Envelope. Exhibit "J" reflects broken lines around the proposed one (1) story field house, the existing one (1) story chapel and the existing educational facility (Envelope 1). No buildings shall be erected or expanded outside of this Envelope. Site Building Envelope calculations for the existing building footprint area and for the total building footprint area (new construction included) are reflected for Envelope 1 on Exhibit J. In order to eliminate the need for the School to seek a variance from the Town each time construction (in addition to the fieldhouse and auditorium renovations) is desired in Envelope 1, the parties agree that a variance will not be necessary for such construction provided that (i) the Total Building Area in Envelope 1 is not increased by more than 10,000 square feet over that shown on Exhibits B and J, and (ii) for each square foot of Building Area in excess of 400 square feet that is added, the School removes one square foot of either Building Area or Covered Walkway and Covered Open Structure Area. The parties agree that the only variances from which School is being given relief pursuant to this Agreement are those variances concerning: a) setback or locational requirements, b) the size of structures, and c) the expansion of a nonconforming use or the addition of a building which does not replace or substitute an existing structure. Moreover, the School must comply with the architectural and site plan review processes and other requirements of the Town prevailing at the time of the expansion proposal. Additionally, Envelope 1 contains an inner envelope, identified as Envelope 1(A), to depict a possible future second story area. It is agreed that Envelope 1(A) shall not utilize more than 6,000 square feet of the permitted 10,000 square feet for the second story. In the event a second story is added, it shall not be closer to any lot line than one -hundred twenty (120) feet. The parties agree that neither the fieldhouse and/or auditorium renovations shall be constructed, nor shall any other buildings be erected or expanded within the Envelope, unless all of those site improvements described in Exhibits B through G, inclusive, and Exhibit I ("Site Improvements") of this Agreement are completed before or simultaneously with said construction. Provided, however, and notwithstanding anything contained in this Agreement to the contrary, the Town agrees that the School may add up to 400 square feet of the permitted 10,000 square feet prior to the construction of the Site Improvements without the requirement of one square foot removed per square foot added being enforced. Furthermore, nothing in this Agreement shall preclude the erection of new buildings or additions within the Envelope prior construction or completion of to the the fieldhouse and/or auditorium renovations if the Site Improvements are completed before or simultaneously with said erections or additions. Finally, the parties agree that the Traffic Control Plan described in Exhibit G shall not go into effect until the Site Improvements are completed. 4. Miscellaneous Provisions. A. Compliance With Legal Requirements. The Town has reviewed the construction of the proposed facility and Page 3 NO 8311 Ps 633 renovations and believes the same to be consistent with its comprehensive plan and land development regulations and that no reservations or dedications of land by the School are necessary for the Towns purposes at the present time, except those easements generally indicated on Exhibit F. Furthermore, the Town does not believe that the same will cause any detriment to the Town or to its citizens, public health, safety or welfare. The parties agree and acknowledge that the failure to address in this Agreement any particular condition, term or restriction shall not relieve the School of the necessity of complying with any law governing said required condition, term or restriction. B. Recordation of Agreement. The parties agree that this Agreement shall be recorded in the Public Records of Palm Beach County, Florida within fourteen (14) days of execution by all the parties. C. Enforcement. Either party may file an action for specific performance and/or injunctive relief in the Circuit Court in and for Palm Beach County, Florida, in order to enforce the terms of this Agreement. The Town shall not be required to show irreparable harm in order to enforce the terms of this Agreement through injunctive relief. In addition, in the event of a breach of the terms of Sections 1, 3 or 4 (I) or (J) of this Agreement, the School shall pay to the Town a penalty of $500.00 per day of each day that said breach occurs. D. Binding effect. This Agreement shall be binding on the successors in interest to the School and the Town. Provided, however, in the event the School does not construct the multipurpose fieldhouse or the renovation or expand any buildings pursuant to Paragraph 3 above, and in accordance with the time constraints of Paragraph 4(H) below, then this Agreement shall be deemed null and void and of no further force and effect. In such event the School shall continue to be a nonconforming use under the Town's zoning code, subject to all of the provisions contained herein. Additionally, in the event the School makes no Site Improvements or construction of any type on the premises prior to January 1, 1998, the School may request a termination of this Agreement and the Town agrees to join in the execution of a recordable document evidencing said termination. E. Litigation. In the event of any litigation arising hereunder, jurisdiction and venue shall be in Palm Beach County, Florida, and the prevailing party shall be entitled to recover reasonable attorneys' fees and costs, including those fees and costs in appellate proceedings. F. Complete . There are no agreements, arrangementsmortunderstandings, oraleornwritten, between the parties relating to the subject matter of this Agreement which are not fully expressed in this Agreement. This Agreement cannot be changed or terminated orally or in any manner other than by a written agreement executed by both Parties. The above notwithstanding, modifications to the construction or plans referenced in Exhibits B through G, inclusive, of this Agreement may be authorized by the Town, by and through the approval of its Town Manager, without the necessity of amending this Agreement, provided however, that said modifications are not otherwise contrary to any of the terms of this Agreement. G. Effective Date. Agreement shall be the last date h on which effectthe date of this this Agreement, parties execute Page 4 ORF 8311 Pa 634 H. Building Permit. The parties agree that the School shall have until January 1, 1998 to apply for a building permit for all those Site Improvements shown in Exhibits B - I, inclusive. In the event the School has not filed its application with the Town by that date, then this Agreement shall be of no further force and effect. Provided however, the School may construct the fieldhouse and renovate the auditorium, subject to the terms of this Agreement, if an application is made for a building permit by January 1, 2000 to construct the fieldhouse and/or renovate the auditorium, if application for the building permit for the Site Improvements has been sought by January 1, 1998 and said improvements have been completed by January 1, 1999. If the School has not made application by January 1, 2000 for a building permit to construct the fieldhouse and/or renovate the auditorium, then the site plan approval granted by the Town, for the fieldhouse and auditorium shall expire. I. Landscaping Specifications. The School agrees that all existing and proposed landscaping will be maintained in a condition and size equal to or exceeding the specifications indicated on Exhibit I. J. Use of Houses of the Premises. The one (1) story wood residence adjacent to Oleander Way shall be used as a faculty residence or as an office. The remaining two one (1) story structures shall be used only as residences for faculty, employees and their guests. The School agrees to maintain the residential appearance of these structures. Page 5 ORS 8311 Ps ei35 IN WITNESS WHEREOF the parties have executed this Agreement the day and year first above written. ts�Ri) L STATE OF FLORIDA ) COUNTY OF PALM BEACH ) THE TOWN OF GULF STREAM, FLORI/DA:/ r% By: - William F. Koch, Jr., Mayo At eet: yt� Rita Taylor, To Clerk GULF STREAM SCHOOL FOUNDATION, INC.: By Susan A. Ridgle ,' P sident The foregoing instrument was acknowledged before me this day of _�;,N , 1994, by William F. Koch, Jr., as Mayor of the Town of Gulf Stream, Florida, is personall has produced _ _ , , Y_ knowz a or who )yNIJIINIINd/n.NJ).NINJL'�L+.;JnL�J!„4}:; 3) h F.�xY r� Illte I» T � fir• y. � .n Comrnissmn No. CC;42195 t an. M'Commis:io:�'c. ?' y:�.Dvaroa�, t acod�ihw _ STATE OF FLORIDA ) COUNTY OF PALM BEACH ) Notary Public _L. J 4 Typed Name of Notary _ -f L-;?r ,/ 2 /, /f y1'' My Comm1ss1Pb Expires The foregoing instrument was acknowledged before me this 4_P^ day u �iN_ p _, 1994, by Susan A. Rid le y, as President of the Gulf Stream School Foundation, Inc., who is persona l me or who has produced lv known +o identification. as � IJlIIINl7JllNlJNdIINNllIIN77NIJlAII!llNJl , Notary Public, Stow of Florida Camutisslon No. CC 342195 � �'arw.°�n:y Coounissioa Esyirw D2/21/48; j amucd 76... Fla Navy S.n4+c A P.a:dv{ Co. Page 6 4ta Public lypea a Name of t� My Commiesl Expires 0 .�.• ernvr v4 � ji pETA/L 3 ORB 8311 Pe 636 r. BD(/NOA.PY A MMO6 .Mlle SU.PYE✓ G!/!f S;",4A l O' CflOOL /YwN.�Qrlt' llAE1M, .f.4I /IrAlM fr✓N!X/YM/Rt. ORB 8311 Pe 637 0 uil.�rw✓aoalvrnAruln AWWWArP h •A/" •Aura i— GULF S!,PEAM ,., rPDAO ,,,ry - w - S'• cwzur! ,f.au/,,.IIaL, /(06. %�' .-%..' � "r'•f'e N/C//Ale/ • �i M. r.i .. r.-� lrw.e •`I a "• KwY. /rrfA 1 I/l'!n .• • ArwrY fa✓! oefa^ . /rle/vrAw --...?fir-•- i ..I,,, ,IMF w t \ ♦� rod Wo, ...� 11 . •,., i� . .. ! ... �J 0 � i i r �. n• ' r ?.fl.. '1Bt32• �'..^' /y � iNtt •,r ��.+r ,,nr,• 1• r ! ^} it •+` i �• � er e ' lrr+r 44CO_ Y •-.ram i /"A. �.�a,r. .. nlris✓ f. rfl lr "'++'� �« .\'w4 flllHR r,fM l N/M. •,, w l/wr wH wrry _ •r l.rrr rrll nM � 1 .1 ORB 8311 Pe .f--xa i.0 nouvc unnuc W-ILLWYLK I I 'HT "u PER PALM BEACH COUNTY UNIFIEo LAND �.► — TRAFFIC FLOW ARROWS DEVELOPMENT CODE (JUNE 1992). SITE 'I_AN SPILLOVER LIGHT ON TO RESIOEMLLL PROPERTY -» -� — NEW 6.0' H. FENCE SHALL NOT EXCEED THREE -TOMS D,3) OF ONE FOOTCANDLE WHEN MEASURED Silt 6() SCALE: I' - 30.0' FEET ABOVE GRADE AT THE RESIDENTIAL PROPERTY LINE. HANDICAPPED spAcF PER ACCESSIBILITY REOUIREMEM FLORtDA BOARD OF BUILDING CC STANDARDS (JANUARY 1990) RE TOTAL PARKING IN LOT AC 55 SPACES ............ ..... ................... ORB 8311 Ps 639 STREAM GOAD __--- w sr� tao7 aaC ■IILLT \k,L ,y .a 5 'QUIREMENTS MANUAL UILDING CODES AND 19110) REQUIRED NUMBER OF ACCESSIBLE SPACES ............................... bCGL03 .nr..o ..rt yyyP51C� f�Ct!?StIBE EX+i1131'V B Zia —V.ul-7 __.._ _ .—.i• L m r 4 .rtt Liurt1+0 Mull I�K1Mp1 :Yaarllrlu W Aa ae..m.. m .arr. ara..e�.nn r.n• rorrrta. r..w w.rn aaau, i�1I1 � wa.cwara am .aana� a .. eo.a.w rr na X.M. r _ ea.iw.iw anaramaa .mll. , w,. —IL r u ...«w ..«......... �.. «.. ..« ........ ..... w. «. U Z. «.«.......1,M.. ....«.�« ..« OI;OG IQ 1 011 1 0, oe tj oia w wz �SJa �... ... "^e<p • I .«.i....... ...w..«.r...... M.�....«.. QWm J A tia O 1� ► Om # 0 20 40 60 80 100120 a. a ra.t GRAPHIC SCALE YLLaM R.aR.la1.W. YI4 PER TOWN OF GULF STREAM I—. a.c.r. smw J=MAMA sam Jos NlA PER TOWN OF GULF STREAM 14 a�. A.cr. 93 - 145 DESCRIPTION I BY IAPPO. 'nlc' e" r ORB 8311 P9 640 LEGEND - DENOTES ASPHALT TO BE DEMOLISHED ® - DENOTES STRUCTURES TO BE REMOVED _ _ GULF SJ dWI d aY1w/ dwuta f [[ISI M nwi .[ .(YaRp Mi0 l[6l adi YMtt .1 tUoalb /0 [ N1T11. 1100Y 1 [61 Mt1.M .41t M MN1 1!0 d dW4[ 6MI1 K p1.OMP aio YS�. n� sung s.w. u nnuun sr qT£_ L ROB q`1-A R 551.75 a = 5245.51. O6 01'36. DEMOLITION PLAN SCALE: V 30.0' f S EAAI ROAD URI — ORB 8311 P9 641 oevo � L .= comer -1r EXISTING I PLAYGROUND III b�Vli K upAw10W1C➢uk REMOVED &—A I a Its (ter G a n '* o t - 0 i t �JO Ot00t i f 10, p0 W( iJ 6+ Fm J(l 5 rFD[E 0 alie 4 z o 1 1 mji�� 1 116.40'rl _ m f J 01 firm u E--1 0 20 40 60 BO 100120 Q.t e e� 1D.E, GRAPHIC SCALE `"E PER TOWN OF GULF OYW eu 4A.f..M. Y1De111e YTREAM MR. ..E,. O R■.E.f. OeS)/IH Ce Ithim YD — 14D DESCRIPTION BY APpD i— M1ueU e^, e VF U ,n� � .,,, . r �_.,a. ORB 83 ,11 Pe 642 — DENOTES NEW 1" THICK ASPHALT R`5DA?D q 5),7L.�5, d 106b)•j6_)-q � PAVING PLAN SCALE: 1' 0 -,j=:l x IC ORB 8311 Pe 643 .. . .,11,1 a .-> r U u ti z ^ , to w O Ir Ems, u ac�W o Cti W V] N J jR o Z. z z 0 Z r ppr =I00< fm0�0 w1„1) rWJ(t 2°Ot,n aDoIja ]I°0J 1�o I or0e0 0 IL _ . Om c W. P. 0 20 40 60 I I I 80 100120 L.J GRAPHIC SCALE ..�., d..�,... PER TOWN OF GULF STREAM PER TOWN OF GULF STREAM a.. •.r.r. .. h 1, � 91 I J 2.50'� �' a 1 ORB 8311 P9 644 4f.1' :.. �& AP pAfflS►WC - zo P F EN�1'OS� r.t D oSt V. Milk 0.0 - TOP OF BASIN ELEVATION _ - 0.0 - INVERT ELEVATION STAT-`lipg0`_ C R 5245 2 ® - TYPE 'C' CATCH BASIN 4. Os O 51- _ DRAINAGE PL -sir— -DRAINAGE FLOW ARROWS 4LALF: V ^ 300 AN - EXISTING ELEVATIONS— + 0.0 -NEW ELEVATIONS — NOTE: ALL EXFILTRATION TRENCHES �- - NEW BERM ELEV.= 7.0 SHALL BE 8.0' WIDE. SWAT SECTION A A MOT is scut ORB 8311 P9 645 GULF ST�2EAb1 ROAD _—_—__ 166.74 43.$3— � n.vn .od,. I �SWALE CTION B — B NOl TO SC4L EXHI9JT E u• aa.r,o �+u �ious a.m.ao EXISTING PLAYGROUND Eli »_. 00F ... I = i a L It Fj 0 20 40 60 80 100120 GRAPHIC SCALE ���\ • ` mllaaM R.O.M./1LW. Y — A 1 PER TOWN OF GULF STREAM Iom. R,i•a �anmr = $ u 2 T/ ^/a PER TOWN OF GULF STREAM o.e. RAS 93 - 14B NO. DATE DESCRIPTION mY -PPn ORB 8311 P9 646 IiI4 trP➢' YI=O) MI1YM�� �Lb'SIIS A-1. LEGEND r wu «+ — — - WATER MAIN - SANITARY FORCE MAIN - GRAVITY SANITARY LINE - POWER LINE, TELEPHONE LINE & CABLE T.V. LINE 1� - BACTERIOLOGICAL SAMPLING POINT Q - PRESSURE TEST POINT r .uu -- cuLF s rcm WI ER6I. MVE4w 17N 14 !OP RLY0! ►a.11M SURF, Jjj-U&I'; ain i�mn jjjji Iq DOTE: ALL NEW 6" D.I.P SHALL BE - R c�551j=_' _ WATER & SANITARY SEWER DISTRIBUTION SYSTEM PLAN SCALE: t- NOTE: LOCATION 6c ')EP-'-I OF JACK AND BORE SHALL DETERMINED BY L.^.G. PRIOR TO CONSTRUCTION NOTE: POTABLE Vu,-_R FOR NEW ADDITION SHALL BE PROVIDED FROM EXISTING CLASSROOM FACILITY_ AF STREAM ACL _ — WET IAF Kv YAIV Y1f0 tkw. M - Ea ,AM1/p�a it IIIII •, NEW r aA,E vuLc l; \ M k 7uw>t Y ma-0 OMC W M BEE MAX M EWIEACC. L BE CLASS 52. SHALL BE ION BE ORB 8311 P5 647 t-Cv61191,T F rLnw L �-. mYt lLl�BYfLLV r �l �7 B�IYLD laG7C0 10 AVaq [�12II�{� na,caauBo EaW'IWM. � � �Ir�t�. ^ :_. IX15No l" z PLAY DUN IiIN D I Z I r � l + L a 2 .._ I HO I DATE � z too w 0 ID 4 < Ib0[[ qC NOTE: MAINTAIN A MIN. 36" COVER ON WATER MAIN. N r u m < NOTE: 48 HOURS BEFORE DIGGING D'o- j ° Y b F} Z m CALL TOLL FREE 1-800-432-4770 t. B t t Z rI U.N.C.L.E. UNDERGROUND UTILITIES Y 3 I '' a ° 0 I NOTIFICATION CENTER TO LOCATE 2° t1iEXISTING LINES. i? $ ! a li! I:L � 0 a ° w f A,.nc Uw h f q -- _ 0 20 40 60 8C 100 120 Y�y GRAPHIC SCALE auw rr.aY,AB.w. un, A PER TOWN OF GULF STREAM PER TOWN OF GULF STREAM _ a.B. a.cs. Ae eaBlen 5� 113 145 f� n B per' E4 DESCRIPTION BY A.PPD ORB 8311 Ps 648 a+.rr< onwa:..e. n awn, cn.ri :i � : nw��m r.°oino.na I FOEND LOCATION OF TRAFFIC CONTROL ATTENDENTS FOR EVENTS W/ MORE THAN 200 PARTICIPANTS v. r' ��w �Aaon ant �C SOCCER FR OVERFLOW PARKING u ummna raa Wont ab M'' YOB( IMIpaNn \'>m ROAD A�1: RL== 55j•75. A G = p6.053s TRAFFIC CONTROL PLAN SCAALF-, V =n 30.0' �1"7>I ORB 8311 Pe 649 EXHIBIT t3i jaE AM ROAD ___ 166_74 _ mos10Oitt'a� ' o '- Y� O Q 1 r / l-u► �o.r .ra EXISTING PIAYGROuNO I.1 CCER nELO LOT ! PARKING IIII SPACES wm n ' b 41 i i0tp < OZOtt Fao<i a a mrownr..w tlIaF� 0 hy�<a C �FOiI Z tt Z�p�t 000 �j Baal I I I• e E..iu C)_ 0 j h 716 _ Ou 7 0 E- 0 20 40 60 80 100120 a.,2 ` E• o laver GRAPHIC SCALE WAU trail. ft.a yM tnn f/1!H PER TOWN a0[O tL flxJ. y OP PULP tfTRH�M QR ll.a,f. mtnn O MUWQ •� _ 1�0 NG DATE oEscRiPnoN 9[T* MWQA Br APPO p f t �. ORB 8311 Ps 650 .nirr 1+uaa 9�.ano� _ l �T•�'C�Kr �MY J a9a1T � a �^—• t o� n ORB 8311 Pe 651 a I ORB 8311 Ps 652 .•r .�ra.rw INII 1•IlVll(IIUN CNN Nll!lfmuw N11111 e I•. .w•Ne e... le ♦...In ru Iwu.q+l �• �,ww. � uµ..u., wua 1�. .q,u.V•�n�l'...1�, 1 I.w• I. rw..,. n wwa le w.l..l.o rw er ww.. I.. e.�w. wlu.w n •w• 1. e.. ry . w L..e......_— ORB 8311 Ps 6a3 ,Fx4,.L 7- -:T- A. GRAN r THORNSROUGM AND ASSOCIATES w• .r wti M4 My� •MM SCALE: r . ao' Ivry tnww ••• •�+�. PROPOSED FIELD HOUSE GULFSTREAM SCHOOL EXISTING VEGETATION AND TREE RELOCATION PLAN L. C7/, •sotin V 4A_ �..i i4_. _Yr ORB 8311 Pe 654 n DD n1 L— f ORB 8311 Ps 655 I41f.f � ti hl•I. ,,�-X%i biT ��T" A. GRAN THORNBROUOI AND ABBOCIATEf ..rr• •.aw..r �/� r ♦r 1•..b .•n fr«r•1 rw •wam SCALE: 1• :r• PLANT LIST R.r Gtf !{Atli • •lt01F♦11011 /AUll a • i�.ry.ry♦F1r+•hM r tl •tif✓Aw IW uYRry.r•rr. H'ILHM.H fr•y TII[•. b ♦ rrw.rriOq til 1 Y. M.1f r..f4 b f tr•.n.•h�wq a•rr W 1 frirr.�p'w f r•Fur�~ r w•��r'• a IW.410♦•IX�ryA•�•ACg4H -rr. wr M � jti�wwy�Wl M V• jrw. Yr-Ku 41 1♦♦ !♦rr,rll. ri.rrwr.rr.4,Y,Y♦Yrw,.r • . rr tia•Yrf KY.b w.Ytr•u wL W M 1♦wM lr�r,.r•rv1 M . y.W r.rVwY.•r KM. a �rri•H� ~�4 r .•6r R♦iL MrKllr7i. ���. �... �.._ r wi 1 ..w♦M1wti• r • rrr.•rr.• j1 • � ' _ j'i If. ! wre♦Il..nr I�t:,l . r ♦ r.rrwar Ir• 1 rrr..rr • arY .. _ .FL L hum (w111Yna; :: on..•.) � " ::�.,..".�..�110��«ram.. rr, �i .uncAnotla PROPOSED r...1::•s ::r."'�r"'•� w.r,r�,-.r♦... FIELD HOUSE w,rr. w r. rw`r sti.: r Irrr.rwl OUIFBTgEAN SCHOOL u w ��...�rorw rr`rr« : �•.�'.r r.:: r �'r�"I.w.�r.`wi, w°+. rr,r. rwr rrMr i.r r.r�ywAw.•rrr4 wrww.yr• ••rr•..rr•. r`^f •.•.• r•Ir1 r Itiw rr.a rr••.•r.w•rr•r'nr� f� y Irtiw• r1•y r!•+r4rirMrKMr+4�4•. r.r♦l Y.f• •..•♦.... w r...•.r •.r.rr.•r •.•..r r rw...rrra r...`Iw'."wWr.r..,.r.rrr�,,,w rr1•r...4 PROPOSED "t4iw rrr�•-r r..... ++wrlw.r... �...,♦..,r,•,�,�, LANDSCAPE PLAN _ w�•M""r'W wlr4wrr.rr.r ��'••••w���•r. •w �wr♦in r •rtu _~I.1•�wr�� W M�.�.rlrwfl•r••w♦1.r•w'W.w~rw r.wr./ r�+�rwMrr♦w •VrV•rM•w.r♦rn`.wlr.�. rlw �•.•.•.r.I r� r4tir�rr.r• ♦I�w• •r.1'.+r wrr..r..YwW 1 �•w•rwwryywrr+Yrlr.r �♦'.•.r lr.•wY•.r. _ It �6�Mr�rw M..rM�.y..wrw�rr.•.r•r.IH+ ti Y!w �.Wr1r ••W.•w rl.r•rwrrrrr•.� _ r'rr♦ rrr rI r.♦.rrwrrw Wr t��.•.r♦ rw.rr ••H ..r.wlw..rr�r f..rr.♦.1 rr�+r�MWNrrrr••rf v.r�.(rr•�Y�b4 rr�r�'irrl'rw'r •I� •� w.F•r_nr.r•fw• rr.••rf wr.~.•w • ~, N r.�W+rwrwrWw♦� r•� �IrWr.• �rrril'rw•.♦r ••rr.rwwrr Iwr 'r wr.w r.r.. r.�r.�nww wr.rrr•.rrY 2 ORB 8311 Ps 656 F-rvvtLUF't LAYOUT & SETBACK PLAN SCALE: 1' = }O.D' ORB 8311 P9 657 DOROTHY H WILKEN CLERK OF THE COURT — PP COUNTY: FL GRAPHIC SCALE PER TOWN OF GULF STREAM y .,ur' PER TOWN n,.. OF GULF STREAM No oei[ at. EXHIBIT J 0 a0�0 0z Z( 4pz< (J 0p j°p'[c w4 4 Y Q °IOtl w0 Z°o"u Zw (t J t Q j O t 0 a m Z Z IIF°oJ 00 F+0iOt Swrj D 0 a � ai n H D 91Cf1 MlYtlw TOWN OF GULF STREAM PALM BEACH COUNTY, FLORIDA COMMISSIONERS WILLIAM F. KOCH, JR. Mayor JOAN K. ORTHWEIN, Vice Mayor FRED B. DEVITT III ROBERT W. HOPKINS II WILLIAM A. LYNCH 1 a k C I March 13, 2002 Barbara F. Crocker, President Board of Trustees Gulf Stream School 3600 Gulf Stream Road Gulf Stream, Florida 33483-7499 Dear Mrs. Crocker: Telephone (551)276.5116 Fax (561) 737-0188 Town Manager WILLIAM H. THRASHER Town Clerk RITA L TAYLOR This is to confirm that at the meeting held by the Town Commission on March 8, 2002, a 12 month extension of the approval for certain improvements to the Gulf Stream School, File #001-2, was granted. This approval, with the 12 month extension, shall expire on March 9, 2003 if a Building Permit Application, including the aforementioned improvements, has not been applied for. Very truly yours, Rita L. Taylor Town Clerk cc: Mark Marsh inn cam. n..,,.. n.,.- n_,_... r-. __._. nn.-^ TOWN OF GULF STREAM ARCHITECTURAL REVIEW AND PLANNING REPORT Application #: 001-02 Owner: Gulf Stream School Address: 3600 GS Road Agent: Mark Marsh, Architect Proposed Improvement: Two Story additions totaling 6,236 S.F. (net increase of 5,917 S.F.) to be placed over the center portion of the existing classroom complex, with a height not to exceed 30'. Approvals Requested: (a) Amendment to developers agreement in order to delete the following language: "for each square foot of Building Area ...that is added, the school removes one square foot of either building area or covered walkway and covered open structure area' and (b) Site Plan/Architectural Approval for first and second story additions totaling 6,236 S.F. (net increase of 5,917 S.F.) Variances: (c) Variance to expand a school without corresponding demolition or replacement of existing structures (Sec. 70-50) Gross Lot size: 239,995 S.F. Effective Lot Area: 239,995 S.F. Proposed Total Floor Area: 58,824 S.F. F.A.R.: .25 Zoning District: RS-C (Core) Proposed Height: 30' maximum Finished Floor Elevation 7.97 NGVD existing' Proposed Architectural Style: G.S. Bermuda Adjacent Residences: Bermuda, one-story -adjacent and across the street Issues Considered During Review: 1. Developers agreement restrictions 2. Variance criteria 3. Impacts on surrounding residential areas Recommendation: If the Board finds that the 8 mandatory variance criteria are met and the proposed additions are approved, the following conditions are recommended for the site plan approval (three separate motions to recommend approval or denial are required, one for each of the approvals requested). 1. The student enrollment shall be permanently capped at 250, as limited by the existing developers agreement. 2. No additional after-hours functions shall be held at the School other than those allowed by the existing developers agreement. 3. The private school campus shall not be expanded onto existing single-family lots, as dictated by RS-C zoning district use regulations. 4. The school shall submit an updated long-range master plan to the Town prior to building permit. 5. A Construction Traffic Management Plan shall be submitted prior to the issuance of a building permit application. This plan shall be reviewed and Approved by the Town Manager and followed during construction. 6. The hedge along Gulf Stream Road shall be supplemented with additional plants to fill in existing gaps, replace dead or dying materials, and create a denser hedgerow. 7. The drainage plan submitted with the application shall be followed. 8. The School shall reimburse the Town for all advertising and Town legal fees associated with this application. ARPB # 001- 02, Page 1 9. The school is respectfully requested to dedicate a 9' utility easement across the entire frontage of Al A, to be used exclusively for future under -grounding of power, phone and utility lines. (A long-term Town goal) Background: A chronology of school construction during the past 50 years and related Town regulations is attached. Over the last two decades, the schooI's facilities and curriculum have evolved to keep pace with educational standards and parental expectations, while the absolute enrollment has remained capped at 250 students. Both the school and the Town have put forth great effort to ensure that the school can maintain high educational standards and respond to student needs with out inappropriately impacting the surrounding single-family homes. Particularly with the site improvements conducted in 1997 (drainage, landscaping, sewer connection, new parking layout, relocated basketball area), the school has endeavored to be a better neighbor. Additionally, the headmistress and school president have made themselves available to Town officials and have immediately addressed any request from the Town. For example, last year the school participated in a 50% cost share drainage improvement project, when requested by the Town. The school has made a commitment that additions will not increase enrollment or traffic impacts. However, the mutual efforts to be compatible neighbors must continue. The conditions recommended above should assist in this regard. ARPB Date(s): February 22, 2001 Action(s): 'Variance -Recommend approval subject to 9 conditions (5-0). Level 3 Architectural/Site Plan Review- Recommend approval subject to same conditions (5-0). Amendment to Existing Developers Agreement: Recommend that the Developers Agreement remain intact, thereby denying the amendment with the understanding that the only revision to same would be for the specific improvements granted by this variance and architectural/site plan review (5-0). TC Date: March 9, 2001 Action: Approved Site Plan/Architectural Approval for first and second story additions totaling 6,236 S.F. (net increase of 5,91.7 S.F.) Approved Variance to expand a school without corresponding demolition or replacement of existing structures (Sec. 70-50) Developer Agreement amendment not approved TC Date: April 6, 2001 Action: Amendment to Developers Agreement approved with revisions addressing payment for extraordinary services (5-0) Attachments: 1) School Construction Chronology 2) Section 70-50 of the GS Code 3) Existing Developers Agreement ARPB # 001- 02, Page 2 BOARD of TRUSTEES 2000-2001 Mrs, Thomas Crocker President Mr. Christopher K. Malfitano Vice President Dr. Madeleine DuPree Secretary Mrs. Ronald C. Backer Treasurer Miss Anne G. Gibb Headmistress Mrs, Elizabeth C. Armour Mr. Michael Botos Mrs, James R. Byme Mr. John T, Connelly, Jr Mrs, Fred B- Devitt, Jr. Dr. Heather Frazer Mr. Nicholas H. Hagoort, Jr Mr, Rod Kehl Mr, William Kuntz Mr. Thomas P. Losee, Jr. Mr. Ronald A. Lusk '76 Mc Francis Carpenter Emeritus January 16, 2001 Dear Gulf Stream Neighbors: As you may have read in the newspaper last month, Gulf Stream School is considering how best to provide our students with enhanced space in which to study the Fine Arts. We are planning also for several classrooms to accommodate smaller sections of certain classes. We have no plans to increase the student body. We are designing our plans in accordance with the Developer's Agreement entered into with the Town of Gulf Stream in 1994. And we are taking great care to ensure that the understated charm and beauty of our campus remain to benefit not only those of us working and studying here, but also those who live in this very special community. We want to keep you fully informed about our plans, to share very attractive and appropriate design concepts, and address any questions and concerns you may have before we begin this undertaking. To these ends, we hope you will be able to attend one of two community open houses scheduled for Wednesday evening, January 31, from 5:00 to 7:00 p.m., and Friday morning, February 2, from 9:30 to 11:00 a.m. Members of our Board of Trustees will be on hand to speak with you personally, as will our architects, Digby Bridges and Mark Marsh. We look forward to presenting our plans to you, and I welcome your calls or visits at any time. With warmest wishes, Sincerely, Anne G. Gibb Headmistress R.s.v.p. by January 29 for January 31 by January 31 for February 2 GULF STREAM SCHOOL • 3600 GULF STREAM ROAD • GULF STREAM, FLORIDA 33483-7499 (561) 276-5225 • FAx (561) 276-7115 PREPARED BY/RECORD AND RETURN TO: JOHN C. RANDOLPH, Esquire Jones, Foster, Johnston & Stubbs, P.A. Post Office Box 3475 West Palm Beach, Florida 33402-3475 fte —1 —2901 04:25ae 01 — 143202 C3GB 12458 Rg 1563 INHNiII IIidll1111to1111111111111111110111111111 AMENDMENT TO DEVELOPER'S AGREEMENT THIS AGREEMENT is entered into on the date shown below between the TOWN OF GULF STREAM, FLORIDA, and GULF STREAM SCHOOL, INC., hereinafter referred to as "parties," WITNESSETH: WHEREAS, the parties hereto entered into a Developer's Agreement, dated June 10, 1994, and recorded in Official Record Book 8311, Page 630, public records of Palm Beach County, Florida; and WHEREAS, the parties wish to amend said Agreement to provide for the abolishment ofthe requirement that certain covered walkways be removed when certain construction is performed; and WHEREAS, it is in the best interests of the children of the Gulf Stream School that said walkways remain in place, despite the new construction that is planned at the School; and WHEREAS, the School agrees to continue to use the Premises as an independent day school in accordance with the accreditation requirements of the Florida Council of Independent Schools or similar accreditation entity and in accordance with the terms of this Agreement; and WHEREAS, the agreement that the maximum number of students, both seasonal and full- time, that may be enrolled in said school at one time shall not exceed two hundred fifty (250) students is affirmed. It is additionally affirmed that the Premises will not be used for any activity other than for School and community events involving the residents of the Town of Gulf Stream, Florida, the students attending the Gulf Stream School, and the families and friends of those students. The remainder of the Developer's Agreement is affirmed except to the extent of the amendments included herein,• and WHEREAS the Gulf Stream School in recognition of the extraordinary services provided it by the Town of Gulf Stream, voluntarily agrees to pay to the Town annually on October 1st of each year the sum of Ten Thousand Dollars ($10 000 00) as lone as said extraordinary services continue to be provided by the Town. This contribution shall be tied to the terms of the Consumer Price Index and shall be subiect to amendment upon approval of the School and the Town Commisswn. ORB 1 2458 pg 1 S64 NOW, THEREFORE, in consideration of the foregoing and the mutual agreement of the parties, the Developer's Agreement is hereby amended as follows: I . Paragraph 3, Site Building Envelope, is deleted in its entirety and replaced with the following: 1A. Site Building Envelope. Exhibit J reflects broken lines around the proposed one (1) story fieldhouse, the existing one (1) story chapel and the existing educational facility (Envelope 1.) No buildings shall be erected or expanded outside of this Envelope. Site Building Envelope calculations for the existing building footprint area and for the total building footprint area (new construction included) are reflected for Envelope 1 on Exhibit J. In order to eliminate the need for the School to seek a variance from the Town each time construction (in addition to the fieldhouse and auditorium renovations) is desired in Envelope 1, the parties agree that a variance will not be necessary for such construction provided that(4)the Total Building Area in Envelope 1 is not increased by more than 10,000 square feet over that on Exhibits B and J-mtd �i) fet eaelt square feet of Building Area in emeess-oF 490 squ&e feet-��, The parties agree that the only variances from which School is given relief pursuant to this Agreement are those variances concerning: (a) setback or locational requirements; (b) the size of structures, and (c) the expansion of a nonconforming use or the addition of a building which does not replace or substitute an existing structure. Moreover, the School must comply with the architectural and site plan review processes and other requirements of the Town prevailing at the time of the expansion proposal. Additionally, Envelope 1 contains an inner envelope, identified as Envelope 1(A) to depict a possible future second story area. It is agreed that Envelope 1(A) shall not utilize more than 6,000 square feet of the permitted 10,000 square feet for the second story. In the event a second story is added, it shall not be closer to any lot line than one -hundred twenty (120) feet. The parties agree that neither the fieldhouse and/or auditorium renovations shall be constructed, nor shall any other buildings be erected or expanded within the Envelope, unless all of those site improvements described in Exhibits B through G,. inclusive, and Exhibit I ("Site Improvements") of this Agreement are completed before or simultaneously with said construction. Provided, however, and notwithstanding anything contained in this Agreement to the contrary, the Town agrees that the School may add up to 400 square feet of the permitted 10,000 square feet prior to the construction of the Site Improvements without the requirement of one square foot removed per square foot added being enforced. Furthermore, nothing ORB 1 2458 Pg ]. S65 in this Agreement shall preclude the erection of new buildings or additions within the Envelope prior to the construction or completion of the fieldhouse and/or auditorium renovations if the Site Improvements are completed before or simultaneously with said erections or additions. Finally, the parties agree that the Traffic Control Plan described in Exhibit G shall not go into effect until the Site Improvements are completed. 3B. beginning October 1. 2001, as lone as said extraordinary services continue to be provided by the Town. This contribution shall remain fixed for a period of three years. Beginning October 1, 2004, this contribution shall be tied to the Consumer _Price Index and shall be subject to amendment upon approval of the School and the Town Commission Increases in the annual contribution shall be in proportion to Yearly increases in the Consumer Price Index as reported by the U.S. Department of Labor, Bureau of Labor Statistics '—'All Items" for "All Urban Consumers." The Base "New Contribution" = $10,000.00 x Adjusted CPI Base CPI" 2. All other provisions of the Developer's Agreement shall remain in full force and effect. 3. The parties agree that this Amendment to Developer's Agreement shall be recorded in the public records ofPalm Beach County Florida. within fourteen days ofexecution by all parties ORB 12456 Pg 1566 i;IN WITNESS WHEREOF, the parties have executed this Agreement this day of r7r: I , 2001. Atheres an/del red a of.d Print Name Witness Print Name ess Print Name �— Witness W&jt w Z ccG A 2-- Print NaAie STATE OF FLORIDA COUNTY OF PALM BEACH TWFLF STREA FLORIDB F. K h, r., Mayor Attest - By Rita Taylor; Town rk (TOWN SEAL) GULF STREA -SCHOOL, INC. By r I C IZc s fetes (SEAL) The foregoing instrument was acknowledged before me this I day of A Q(\ i 2001, by William F. Koch, Jr. and Rita Taylor, Mayor and Town Clerk, respectively, of the Town Gulf Stream, Florida, who are personally know tome or who have produced as identification. Notpry Public MyLCV-"' ti.k. itd-x '4�E. CHAVEZ VSION 0CCB614741 `19EES:0020.20W a.-. .sy SancsB Bonduq Co. ORB 12456 Pg 1567 I)MM H. WILKE", CLEfW pB COUNTy, FL STATE OF FLORIDA COUNTY OF PALM BEACH The foregoing instru>1ent was acknowledged before me this --5- day of , 2001, by of Gulf Stream Schoo nc., who is personally know to me or who has produced as iden ' cation. May 21, 2005 aoxuEn nm, mor rrt xwe�xce we NAIM13147-01M School Amendment Redmpd NoIky Public My Commission expires: TOWN OF GULF STREAM PALM BEACH COUNTY, FLORIDA COMMISSIONERS LOAN IL ORTHWEIN, Mayor THOMAS M. STANLEY, Vlce Mayor WRIEL1. ANDERSON W. GARRETT OERING ROOEAT W. GANGER January 13, 2013 Gulf Stream School, Inc. 3600 Gulf Stream Road Gulf Stream, Florida 33483 Attn: Gregory E. Young Dear Mr. Young: Telephone (561) 276-5116 Fax (fief) 737-0188 Town Manager WILLIAM M. THRASHER Town Clerk RITA L. TAYLOR This is to confirm that at the Public Hearing held by the Town Commission on January 11, 2013, your application to allow certain improvements to the Gulf Stream School was considered. The application included the following requests: VARIANCE #1 to allow an increase in total floor area that will exceed tie 61,737 square feet allowed in the existing Developer's Agreement by 1,617 square feet. VARIANCE #2 to permit an increase of 1,765 square feet over the 6,000 square feet permitted for the second floor area in the existing Developer's Agreement. DEMOLITION PERMIT to demolish the existing one story pavilion consisting of 1,681 square feet. LEVEL 3 ARCHITECTURAL/SITE PLAN REVIEW to replace and enlarge the first floor pavilion and add t ree second floor classrooms, an interior corridor and an exterior covered walkway and stairs, a total of 4,875 square feet. The application was approved with the following conditions: 1. The student enrollment shall be permanently capped at 250, as limited by the existing developers agreement. A yearly certification of the enrollment -shall be provided the Town. 2. No additional after-hours functions shall be held at the School other than those allowed by the existing developers agreement. 3. The private school campus shall not be expanded onto existing single-family lots, as dictated by RS-C and RS-0 zoning district use regulations. 100 SEA ROAD, GULF STREAM, FLORIDA 33483 January 13, 2013 Gulf Stream School, Inc. Attn: Gregory E. Young Page 2 4. A Construction Traffic Management Plan shall be submitted prior to the issuance of a building permit application. This plan shall be reviewed and approved by the Police Chief. 5. The School shall reimburse the Town for all advertising and Town legal fees associated with this application, not to exceed $5,000. 6. The School is respectfully requested to dedicate a 9' utility easement across the entire frontage of AlA, to be used exclusivel for future under -grounding of power, phone and utility lines. (A long-term Town goal) 7. The conditions and figures set forth in the application and motions recommending approval shall be incorporated into a Revised Developer's Agreement. The Town has expended $987.00 in legal fees and $1,104.24 for legal advertising in connection with this application. Please make your check payable to the Town of Gulf Stream in the total amount of $2,091.24. This approval shall expire on January 13, 2014 if a Building Permit Application, including the aforementioned improvements, has not been applied for. Very truly yours, '7ZA _° l avee,_ Rita L. Taylor Town Clerk CC: Rene Tercilla, AIA TOWN OF GULF STREAM ARCHITECTURAL REVIEW AND PLANNING REPORT Application #: 012-06 Owner: Gulf Stream School Address: 3600 GS Road Agent: Rene Tercilla, Tercilla Courtemanche Arch. Proposed Improvement: To replace and enlarge the first floor pavilion and add three second floor classrooms. Approvals Requested: Variances (1): To allow an increase in total floor area that will exceed the 61,737 SF allowed in the existing Developer's Agreement by 1,617 SF. Variance (2): To permit an increase of 1,765 SF over the 6,000 SF permitted for the second floor area in the existing Developer's Agreement. Level 3 Architectural/Site Plan: To replace and enlarge the first floor pavilion and add three second floor classrooms, an interior corridor and an exterior covered walkway and stairs, a total of 4,875 SF. Gross Lot size: 239,995 S.F. Proposed Total Floor Area: 63,354 ST Zoning District: RS-C (Core) Finished Floor Elevation: Effective Lot Area: 239,995 S.F. Total Allowed: 61,737 SF Proposed Height: 30' maximum 7.97 NGVD existing' Proposed Architectural Style: G.S. Bermuda Adjacent Residences: Bermuda, one-story -adjacent and across the street Issues Considered During Review: 1. Developers agreement restrictions 2. Variance criteria 3. Impacts on surrounding residential areas 4. Impacts on services provided. Recommendation: If the Board finds that the 8 mandatory variance criteria are met and the proposed additions are approved, the following conditions are recommended for the site plan approval (three separate motions to recommend approval or denial are required, one for each of the approvals requested). 1. The student enrollment shall be permanently capped at 250, as limited by the existing developers agreement. A yearly certification of the enrollment shall be provided the Town. 2. No additional after-hours functions shall be held at the School other than those allowed by the existing developers agreement. 3. The private school campus shall not be expanded onto existing single-family lots, as dictated by RS-C and RS-0 zoning district use regulations. 4. A Construction Traffic Management Plan shall be submitted prior to the issuance of a building permit application. This plan shall be reviewed and approved by the Police Chief. 5. The School shall reimburse the Town for all advertising and Town legal fees associated with this application. ARP$12-16 December 27, 2023 Page 2 of 2 6. The school is respectfully requested to dedicate a 9' utility easement across the entire frontage of A1A, to be used exclusively for future under -grounding of power, phone and utility lines. (A long-term Town goal) ARPB Date: December 27, 2012 Action: Variance (1): Recommend approval as requested. (4-0) Action: Variance (2): Recommend approval as requested. (4-0) Action: Demolition; Recommend approval as requested. (4-0) Action: Level 3 Architectural/Site Plan Review: Recommend approval as requested with with the 6. conditions listed above and a provision added to #5 that the reimbursement for legal fees not exceed $5,000 plus the addition of a condition, number 7, that the conditions and figures set forth in the application and the motions recommending approval shall be incorporated into a Revised Developer's Agreement. (4-0) TC Date: January 11, 2012 Action: Variance (1): Approved as recommended. (5-0) Action: Variance (2): Approved as recommended. (5-0) Action: Demolition: Approved as recommended . (5-0) Action: Level 3 Architectural/Site Plan Review: Approved as recommended including all conditions recommended by ARPB. (5-0) PCL XL error Warning: ILLegaLMediaType 1r1f1111111R1111N11111gills PREPARED BY/RECORD AND RETURN TO: JOHN C. RANDOLPH, Esquire Jones, Foster, Johnston & Stubbs, P.A. Post Office Box 3475 West Palm Beach, Florida 33402-3475 CFhl 20130195956 OR BK 25986 PG 1520 RECORDED 04/30/2013 16;21;03 Palm Beach County, Florida Sharon R. Bock,CLERK & COMPTROLLER Pga 1520 - 1524; (5pga) SECOND AMENDMENT TO DEVELOPER'S AGREEMENT THIS SECOND AMENDMENTO DEVELOPER'S AGREEMENT (the "Second Amendment") is entered into on this � day of April 2013, by and between the TOWN OF GULF STREAM, FLORIDA, a Florida municipality (the "Town"), and GULF STREAM SCHOOL, INC., a Florida corporation not -for -profit (the "School") (the Town and the School are collectively referred to herein as "parties"). WITNESSETH: WHEREAS, the parties hereto entered into a Developer's Agreement dated June 10, 1994 and recorded on June 20, 1994 in Official Records Book 8311, Page 630 of the Public Records of Palm Beach County, Florida, as amended and modified by that Amendment to Developer's Agreement dated April 9, 2001 and recorded on April 13, 2001 in Official Records Book 12458, Page 1563 of the Public Records of Palm Beach County (as amended, the "Agreement"), Capitalized terms used herein but not defined shall have the same meaning as set forth in the Agreement; and WHEREAS, in order to better provide for the needs of the students of the School the School filed with the. Town on or about November 15, 2012 that Application for Development Approval (for Demolition Permit, Site Plan Review -Level III and Variance Review)(the "2012 Application") and requested that the Town approve the demolition of the existing one story pavilion that is presently located within Envelope I and the construction within Envelope I of a new, , two story pavilion/classroom building, covered walkway, stairs and related improvements (the "New Pavilion/Classroom Improvements'); and WHEREAS, subject to the conditions further described herein on January 11, 2013 the Town granted its approval to the 2012 Application; and WHEREAS, the parties wish to further amend the Agreement to provide for the matters herein addressed. NOW, THEREFORE , for and in consideration of Ten Dollars ($10.00) in hand paid, the foregoing and for other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged by each of the parties, and based upon the mutual agreement of the parties, die Agreement is hereby amended and modified as follows: 1. Recitals. The foregoing recitals are true and correct and are incorporated herein by reference. W ESTPALM MACW603138.1 2. Amendments. The parties hereby agree that the Agreement is amended as follows: a. The 2012 Application included the following requests, all of which have been approved by the Town: i. Request for issuance of a demolition permit to demolish the existing one story pavilion consisting of 1,681 square feet; ii. Request for Level 3 Architectural/Site Plan Review to permit construction of the New Pavilion/Classroom Building, consisting of a total of 4,875 square feet, within Envelope 1 A; iii. Request for variance to permit an increase to the total allowable floor area at the Premises, pursuant to the Agreement, of 61,737 square feet by 1,617 square feet — for a total allowable floor area at the Premises of 63,354 square feet; and iv. Request for variance to permit an increase to the total allowable second floor area within Envelope IA, pursuant to the Agreement, of 6,000 square feet by 1,765 square feet — for a total allowable second floor area within Envelope IA of 7,765 square feet. b. The 2012 Application was approved with the following additional conditions to those already established and ongoing pursuant to the Agreement, as modified by this Second Amendment: i. The School shall provide to the Town a yearly certification that enrollment at the School does not exceed the maximum student enrollment of two hundred fifty (250) students, as established in Section I (B) of the Developer's Agreement dated June 10, 1994; ii. The School's campus shall not be expanded fiuther into existing single-family lots adjacent to the Premises and located in the Town's RS-C (Gulf Stream Core District) and RS-0 (Residential Single -Family — Ocean West) Districts. iii. The School shall submit a Construction Traffic Management Plan to the Town prior to the Town's issuance of a building permit for construction of the New Pavilion/Classroom Improvements; iv. The School shall reimburse the Town for all advertising and Town legal fees associated with the 2012 Application, not to exceed $5,000.00; and V. As reasonably requested in the future by the Town, the School shall dedicate a non-exclusive 9' utility easement across the entire eastern frontage of the Premises at and along the right-of-way for State Highway A-] -A, subject to the following: (A) the Town's usage of such area shall be limited to location, placement and installation of and facilitation for under -ground lines and conduit for transmission of power, phone and other utilities, and (B) implementation of such usage by the Town shall not cause removal or relocation of existing landscaping or improvements, e.g., fences or gates, as presently located upon the Premises. -2- W ESTPAUAB EACH/603138.1 c. The remaining provisions of the Agreement shall remain unaltered. 3. Miscellaneous. a. The terms contained in this Second Amendment shall govern in the event of any conflict between the terms hereof and the terms contained in the Agreement. b, Except as herein modified, all of the terms and provisions of the Agreement shall remain in full force and effect. c. The parties agree that this Second Amendment shall be recorded in the Public Records of Palm Beach County, Florida, within fourteen (14) days of execution by all parties. d. This Second Amendment may not be amended or modified, nor shall any waiver of any provision hereof or thereof be effective, except by an instrument in writing executed by the parties. e. This Second Amendment shall be binding upon the parties and their respective legal representatives, successors and assigns. f. The provisions of this Second Amendment shall be construed in accordance with the laws of the State of Florida. g. This Second Amendment may be executed in any number of counterparts each of which shall be considered an original and one and the same document. A facsimile copy of this Second Amendment and any signatures hereon shall be considered for all purposes as originals. (The balance of this page left blank intentionally. See next page for signatures.) -3- W L'STPALMHC• ACH/603138, I IN WITNESS WHEREOF, the parties have executed this Second Amendment as of the day and date first set forth above. Signed, sealed and delivered in the presence of the following witnesses: �" �''_ ' 1��XL'2 Print Name. 0� s h � �_L __ U, Ant Name-: c L; ,,,, Pf Signed, sealed and delivered in the presence of the following witnesses: Print N e: -aMJ Fw►./ Ce(L4ft TOWN OF GULF STREAM, FLORIDA, a Florida municipality By: l?C� Jo Orthwein, Mayor Attest:' By: ! - Rita Taylor, Town Cle (TOWN SEAL) GULF STREAM SCHOOL, INC., a Florida corporation not -for -profit By: egor oung, Kesi44t c Print Name: u Min (SEAL) W GSTPALMDEACFV60313A.1 Second Amendment to Developers Agreement —Signature page STATE OF FLORIDA COUNTY OF PALM BEACH The foregoing instrument was acknowledged before me this -Vday of April, 2013, by Joan Orthwein and Rita Taylor, respectively, Mayor and Town Clerk of the Town of Gulf Stream, Florida, a Florida municipality, X who are personally known to me or ❑ who have produced as iZ tion. (Please affix notarial seal) 4411 p' !CELLY L AVERY Notary Pu c ,,,,��'' NYCOMIUYTON°®ISein j _ My Commission Expires: STATE OF FLORIDA COUNTY OF PALM BEACH✓ The foregoing instrument was acknowledged before me this' J ' day of April, 2013, by Gr7gory E. Young, as President of Gulf Stream School, Inc., a Florida corporation not -for -profit, who is personally known to me or ❑ who has produced as identification. (Please affix notarial seal) N otary Public K My Commission Expires:Lujr-- QCA J 'A WCOMUSSMHEDSM 6i 2Wt"Pm°urt,.ee. IVESTPALAiB EACI I/603138. I Second Amendment to Developers Agreement — Notarial page �i G O N 0 :.7 5 2i M ct +' m � w � 4 C)C)m4.1 v u '3 •v ¢� u btu � O aJ cu m bri lz p 75 v `fl A cu cn 1 4- 1 U) p �r � �" 'v � y .� y v •••� Qj ^C Wit+ x U) c cu a o s�. > v U V U 75 .� una 4-1 .0 +' O "O O C O u U cn a, �O ^O a) cz O r. -0 cl� r- V O c'� p O \ u p cz N 42 u u U a�4 U oCU m�, �u ouV C ry p4-1 czs� u rO u O u U U) cz ` O c) cc7 75 O a) N � ,_, N N •� � � •� H o o CZ • •4.1 O O cz4-1 14-4 O cz u O°IZ 4.1 +O � O O O U U U a� O c� .61 �u 0 o 00 ' 7d tp ° 61 `4� � 4-1 o v U O v0 O z O 4-1 v� C) (u4-1 a) +1 N s"- a) w u u U u y "O � � m m 06 z �.o z �. C!) N O N W �j m i N O N ri O c� := N p cz w N O •O u ++ � � O O '4-4 O cC 4. p U U w cn a) _o°03 v u aJ > +� O O •0. Z O) a: w lu N N ctS c� 'O (U U u ct m cu u Cl CZ ` U N \ N tCS u �1. cC N v 42.+ 3 w; >,,� O I c cz u V u � u O V UG' r U cz cu t], H. �4;4 O. a.+ O O i Town of Gulf Stream TOWN OF GULF STREAM, FLORIDA RECEIVED A 112023 Town of Gulf Stream, FL APPLICATION FOR DEVELOPMENT APPROVAL This form is to be used for all development review applications to be heard by the Town of Gulf Stream Architectural Review and Planning Board, Board of Adjustment and/or Town Commission. To complete the form properly, please review the accompanying Town of Gulf Stream Instruction Manual for Application for Development Review Form. Failure to complete this form properly will delay its consideration. PART It. GENERAL INFORMATION To be completed by all applicants. A. Project Information ARPB File # J - 7 LA.1. Project/Owner Name: 411 �cr-�1\0-(,S L L C_ I.A.2. Project Address: � � o ® l ^'.'+- Ir O ce a' II G 1 A I.A.3. Project Property Legal Description: See G�fL 'Rc4et C'4:6i "1 I.A.4. Project Description (describe in detail, including # of stories, etc.) I t v 14- C,/I"- {- S CO'Jr+ I.A.S. Square Footage of New Structure or Addition: 1\' 1A Architectural style: I.A.6. Check all that apply: YArchitectural/Site Plan Review ❑ North Ocean Boulevard Overlay (complete section B) ❑ Demolition of Structures (complete section C) ❑ Land Clearing (complete section D) ❑ Special Exception (complete section E) ❑ Variance (complete section G) ❑ Non-residential uses (complete Section F) I.A.7. Proposed F.F.E: l \I (/T Type of Foundation: B. Owner Information I. B.1. Owner Address: 0 V [T , W 1 O� I S V+ (I e L Y v o a y l 1.8.2. Owner Phone Number: ^oi��--7 I.B.3. Owner Signature: �/ \ C. Agent Information I.C.1. Agent Name and Firm Name: ct to Oar — f o Cs Fu d + I.C.2. Agent Address: ­1 30 0r'✓tC J IjQac L 3 3�f 3 I.C.3. Agent Phone Number (0) Cell �°� "3S'y —U I Fax I.C.4. Agent Signature: Official Use Only Pre-App Date: ARPB Date: App Date: Recommendation: Com Date: TC Date: Decision: Application for Development Approval, Form ADA.32000 Page 2 September 2004 PART Ill. PROJECT DESCRIPTION AND JUSTIFICATION To be completed by all applicants after pre -application conference with Town Staff. Please be concise but brief. Attach additional sheets only when necessary and be sure to include the appropriate and complete question number for each response. A. Project Description and Justification 11I.A.1. In what zoning district is the project site located? RSO- Residential Single Family - Ocean West District III.A.2. Is the project compatible with the intent of the zoning district ? XYes ❑ No Explain. Complies with Town Archilectuml and Style requirements as well as FAR, lot coverage, and setback constraints. III.A.3. Is the project consistent with the Future Land Use Map and goals, objectives and policies of the Comprehensive Plan? XYes ❑ No Explain. The project application consists of the addition of a multi -use sports court as part of the previously approved project application for the Single Family Residence that complies with the Town's Future Land Use Map and goals. III.A.4. How are ingress and egress to the property to be provided? The two existing drive entries from Hidden Harbor Drive on the East and West ends of the property will remain. III.A.5. How are the following utilities being provided to the property? a. Stormwater Drainage See Stormwater and Drainage plan - stormwater will be retained within the property b. SanitarySewer Private Septic System c. Potablewater Existing -Gulf Stream d. Irrigation Water Existing -Gulf Stream e. Electricity Existing -Underground FP&L f. Telephone N/A g. Gas Existing - street wnnection to Natural Gas provider h. Cable Television N/A III.A.6. If the project involves the erection of one or more structures, please describe how the structures are consistent with the criteria in Section 66-144 of the Town of Gulf Stream Code. (Attach additional sheet if necessary.) The previously approved Project application complies with Level 3 architectural site plan and applicable cod — PART IV. ADDITIONAL INFORMATION Section A is to be completed by all applicants after pre -application conference with Town staff. Answering "Yes" to any question in Section A requires the completion of additional Sections as indicated. A. Additional Approvals/Requirements IV.A.1. Does the project involve land area within fifty feet (50') of the AllA (North Ocean Boulevard) right-of-way? n Yes XNo (If "Yes", Section B of this part must be completed.) IV.A.2. Does the project involve the demolition of one or more structures jWXNo (if "Yes", Section C of this part must be completed.) IV.A.3. Does the project involve the clearing or the filling of any portion of an existing vacant lot or more than fifty percent (50%) of the landscape area of a developed lot? ❑ Yes X No (If "Yes", Section D of this part must be completed.) IV.A.4. Does the project require approval of a Special Exception NO (if "Yes", Section E of this part must be completed.) IV.A.5. Is the project at variance with any regulations contained in the Zoning Code? ❑ Yes X No (if "Yes", Section G of this part must be completed.) Application for Development Approval, Form ADA.32000 Page 3 September 2004 I� H. Projects requiring Rezoning \ IV.H.1. What is the Future Land Use designation of the project site? IV.H.2. If the project involves a Rezoning, Zoning Code text change, Future Land Use Map change, Comprehensive Plan text change, or any combination thereof, please describe the need and justification for the request. PART V. OPTIONAL INFORMATION This entire Part is optional for all applicants. Applicants are encouraged, but not required, to provide any additional relevant information regarding the project that was not covered elsewhere on this form or on any of the other materials submitted with the application. The multi -use sports court is being re -submitted as an independent Level II ARPB application. The court meets all Town setback and Code Sec. 66-368 requirements. The application includes a review of the previously approved site plan and extensive landscape improvements. The court application features additional comprehensive plans for sound and visual elements to mitigate all acoustic and aesthetic concerns. The sound buffering will be substantial and will yield achievable decibal levels deemed acceptable by the US EPA "specified limits for speech interference and annoyance". The Location Diagram included illustrates the actual proximities of adjacent properties and identifies that during the very limited use of the court, noise would not "interfere unduly with the enjoyment of the property rights by owners of property adjoining the court." Application for Development Approval, Form ADA.32000 Page 7 September 2004 GULF STREAM GOLF COURSE J a Z Q N HIDDEN Uj a U o HARBOR DR I 0 SITE Q Z z a PELICAN LN GEORGE BUSH BLVD VICINITY SKETCH NOT TO SCALE PROPERTY ADDRESS 1200 NORTH OCEAN BOULEVARD GULF STREAM, FL 33483 SURVEYOR'S NOTES As —Built Survey of Seawall for LEMON HILL PARTNERS, LLC EXISTING IMPROVEMENTS NOT LOCATED EXCEPT AS SHOWN LEGAL DESCRIPTION PROVIDED BY CLIENT. SURVEYOR'S NOTES EXISTING IMPROVEMENTS NOT LOCATED EXCEPT AS SHOWN. LEGAL DESCRIPTION PROVIDED BY CLIENT. SURVEYOR HAS NOT ABSTRACTED THIS SURVEY FOR EASEMENTS AND RIGHTS OF WAYS OF RECORD. SURVEY IS NOT VALID WITHOUT A RAISED SEAL. BEARINGS SHOWN REFERENCED TO THE WEST LINE OF LOTS 7 & 8, AND IS ASSUMED TO BEAR S05'08'01 "W, AND ALL OTHER BEARINGS RELATIVE THERETO. ALL MEASUREMENTS ARE IN ACCORDANCE WITH THE UNITED STATES STANDARD, USING FEET. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. ELEVATIONS ARE REFERENCED TO THE FLORIDA DEPARTMENT OF TRANSPORTATION HIGH ACCURACY NETWORK, NORTH AMERICAN VERTICAL DATUM (N.A.V.D.), 1988. PROPOSED SEAWALL CONSTRUCTION ENCROACHES THE SMITH AND BARTON PROPERTIES AS SHOWN. CONSTRUCTION OF PROPOSED IMPROVEMENTS CURRENTLY IN PROGRESS. EXCAVATION IN PROGRESS AT TIME OF SURVEY. LEGAL DESCRIPTION ® RECEIVED APR 112023 Town of Gult Stream, FL LEGEND: = IRON ROD AS NOTED CONC. = CONCRETE ASPH. = ASPHALT U.E. = UTILITY EASEMENT (P) = PLAT (M) = MEASURED TEMP. = TEMPORARY CONSTR. = CONSTRUCTION AB = AS -BUILT LF = LINEAR FEET TYP. = TYPICAL SURVEYOR HAS NOT ABSTRACTED THIS SURVEY FOR EASEMENTS AND RIGHTS OF WAYS OF RECORD. THAT PART OF SECTION 9, TOWNSHIP 46 SOUTH, RANGE 43 EAST, TOWN OF GULFSTREAM, PALM BEACH COUNTY, FLORIDA, BEING A PART OF O = WATER METER LOTS 7 AND 8, GOLF COURSE ADDITION, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10 AT PAGE 75 OF THE PUBLIC SURVEY IS NOT VALID WITHOUT A RAISED SEAL. RECORDS OF PALM BEACH COUNTY, FLORIDA AND A PART OF SAID SECTION 9, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: O = SEWER MANHOLE BEARINGS SHOWN REFERENCED TO THE WEST LINE OF LOTS 7 & "W, COMMENCE AT THE NORTHEAST CORNER OF SAID LOT 7, GOLF COURSE ADDITION; THENCE WEST (ASSUMED) ALONG THE NORTH LINE OF SAID ❑® = CATCH BASIN 8, AND IS ASSUMED TO BEAR S05'08'01 AND ALL OTHER LOT 7, 294.12 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE WEST, ALONG SAID NORTH LINE, 326.13 FEET TO THE NORTHWEST BEARINGS RELATIVE THERETO. CORNER OF SAID LOT 7; THENCE CONTINUE WEST, ALONG THE WESTERLY PROLONGATION OF THE SAID NORTH LINE OF LOT 7, 720.49 FEET; Ed = ELECTRIC UTILITY THENCE SOUTH, 29.00 FEET TO A POINT IN THE SOUTH LINE OF 30 FOOT ROAD EASEMENT AS RECORDED IN DEED BOOK 1094, PAGE 189, ALL MEASUREMENTS ARE IN ACCORDANCE WITH THE UNITED OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA; THENCE EAST, ALONG THE SOUTH LINE OF SAID ROAD EASEMENT, 608.00 FEET 0 = WOOD UTILITY POLE STATES STANDARD, USING FEET. TO A POINT OF CURVATURE OF A CURVE CONCAVE NORTHERLY WITH A RADIUS OF 135.00 FEET AND A CENTRAL ANGLE OF 13' 22' 02", THENCE EASTERLY, ALONG THE ARC OF SAID CURVE AND ALONG THE SOUTH LINE OF SAID ROAD EASEMENT, 31.50 FEET; THENCE SOUTH, = CABLE TV UTILITY ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY 179.72 FEET; THENCE WEST, 25.39 FEET; THENCE SOUTH, 33.58 FEET TO THE NORTH FACE OF A CONCRETE BULKHEAD; THENCE SOUTH 89' OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED 50' 41" E., ALONG THE SAID NORTH FACE OF SAID CONCRETE BULKHEAD AND THE EASTERLY PROLONGATION THEREOF, 82.14 FEET TO A = LIGHT POLE WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. POINT ON THE WEST LINE OF SAID LOT 8, GOLF COURSE ADDITION; THENCE SOUTH 5' 51' 39" W. ALONG SAID WEST LINE, 11.22 FEET TO THE SOUTHWEST CORNER OF SAID LOT 8; THENCE EAST, ALONG THE SOUTH LINE OF SAID LOT 8, 304.61 FEET TO A POINT 302.14 FEET © = GAS SERVICE ELEVATIONS ARE REFERENCED TO THE FLORIDA DEPARTMENT OF WEST OF THE SOUTHEAST CORNER OF SAID LOT 8, AS MEASURED ALONG THE SAID SOUTH LINE OF LOT 8; THENCE NORTH 10' 41' 17" E., TRANSPORTATION HIGH ACCURACY NETWORK, NORTH AMERICAN 254.44 FEET TO THE SAID POINT OF BEGINNING. = FIRE HYDRANT Uy VERTICAL DATUM (N.A.V.D.), 1988. PARCEL B EASEMENT AN EASEMENT AND RIGHT OF WAY FOR INGRESS, EGRESS AND FOR MAINTENANCE, CREATED BY THE CERTAIN EASEMENT DEED = SPOT ELEVATION CERTIFIED TO: RECORDED APRIL 23, 1986, IN OFFICIAL RECORDS BOOK 4856, PAGE 147, OVER, ON AND ACROSS THE FOLLOWING DESCRIBED REAL PROPERTY: LEMON HILL PARTNERS LLC THAT PART OF LOT 7, GOLF COURSE ADDITION, TOWN OF GULFSTREAM, PALM BEACH COUNTY, FLORIDA, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10 AT PAGE 75, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA, DESCRIBED AS FOLLOWS: MAC MILLAN & STANLEY, PLLC COMMENCE AT THE NORTHEAST CORNER OF SAID LOT 7, THENCE WEST (ASSUMED), ALONG THE NORTH LINE OF SAID LOT 7, 254.12 FEET TO OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY THE POINT OF BEGINNING; THENCE CONTINUE WEST, ALONG SAID NORTH LINE, 40.00 FEET; THENCE S 10' 41' 17" W, 40.00 FEET; THENCE EAST, 25.00 FEET; THENCE N 29' 41' 55" E, 45.25 FEET TO THE SAID POINT OF BEGINNING. CERTIFICATION I HEREBY CERTIFY THAT I MADE THIS SURVEY AND THAT IT IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AREA CALCULATION ENTIRE PROPERTY = 114685 SO FT = 100% REVISIONS: 1.) REVISE TO P.B. 52 03-31-22 00.1 BUILDING = 6429 SO FT = 5% FLOOD ZONE COVERED = 1269 SO FT = 1% 2•) REVISE BLDGS ADD ESMT 08-09-22 BY: _ ______ FLOOD ZONE: X/AE WALLS = 406 SO FT = 1% 3.) ADD POOL & SEAWALL 08-11-22 ROBERT A_BUGGEE, FLORIDA LAND U OR #3302 PALM BEACH COUNTY: 125109 POOL = 1780 SO FT = 2% 4.) ASBUILT SEAWALL 11-16-22 233 E. GATEWAY BLVD., BOYNTON B , FLORIDA PANEL NUMBER: 12099C 0981 F WALKS/DRIVE = 13049 SO FT = 1 1 % 5.) ADDT'L TOPO 12-28-22 DATE OF FIELD SURVEY: 08/09/22 EFFECTIVE DATE: 10-05-17 WATER (CANAL) = 10589 SO FT = 9% 6.) ADDT'L LOCATIONS 01-11-23 IMPERVIOUS = 81 163 SO FT = 71 % 7.) ASBUILT WALL 03-06-23 SHEET 1 OF 6 DWG # 0801322 WALL AB_11 X17 KEY MAP 1 1 1 1 i 1 SHEET SHEET i F 0 UR THREE i i i MATCHLINE LI I I 1 �- Iw SHEET SHEET ' � SIX N FIVE 1 0 80 60 SCALE: 1 " = 80' 1 I SHEET 2 OF 6 PREPARED BY: Bob Buggee, Inc. the "SURVEYOR" P.O. BOX 3887 BOYNTON BEACH, FLORIDA, 33426 SURVEY & MAPPING BUSINESS #7890 561-732-7877 DWG # 0801322 WALL AB_11 X17 WESTERLY PROLONGATION OF THE NORTH LINE OF LOT 7 S 89*16'19" W HIDDEN HARBOR DRIVE 30' ROAD EASEMENT O.R.B. 1094, PG. 1890 N 89`16'19" E SOUTH LINE OF 30' ROAD EASEMENT 720.49' ASPHALT 0 —moo P.C. i o c o Lo 0 i c 1 w HIDDEN HARBOR DRIVE ' FOUND o CONCRETE o ASPHALT 30' ROAD EASEMENT I o o MONUMENT o O.R.B. 1094, PG. 1890Ln 1 PJ�M�N� FOUND P �' of NAIL o S 89'16'19 W DISK ASPH. FOUND DRIVE I NAIL & DISK • ti9 �?� e \ o 77 ///� I 608.00' R=135.00' =31.50' <=13*22' 02„ SECTION 9 TOWNSHIP 46 SOUTH RANGE 43 EAST N 0 30 60 SCALE: 1 " = 30' SHEET 3 OF 6 S 89`16'19" W 132.63' FOUND NAIL & DISK ITN FOUND j IRON ROD I ASPH. 1 FOUND I \s N.W. CORNER DRIVE IRON ROD \ LOT 7 ; I 41, c201 0 � I f 20.6' , GUEST � 23.0' z I I I 209' HOUSE j ASPH. FF=13.37' DRIVE o I NAVD 88 FF=13.99' D PORTION OF W 20.1 ,0 GNAVD388 I� PORTION OF I N � LOT 7 STEPS I- 3�s N72. 0.7' SECTION 9 I CD o . � GOLF COURSE '9 �_ ?s �F, w i TOWNSHIP 46 I ADDITION CONC. 13.5 N j �> N 15.7' N co-f v� SOUTH P. B. 10, PG. 75 w RANGE 43 w zl GUEST 13.5' HOUSE ?, \� \ � 43.5' W i� EAST 0 O NO , oe' 2o.s TWO STORY Iw J� 0' 11.8' RESIDENCE 00 �Q PLATTED LOT LINE # — —17 — — 1200 o cn Q — — — — 2.0' WIDE — — — — — es — — — — — — — — COVERED — 23.4' Iw V TIEBACK D I SEAWALL PORTION O F (TYP.) I AS —BUILT LOT 8 ?) b0 GOLF COURSE CONC. i w Ess (36.O'N) EXISTING SEAWALL TO REMAIN 's9 WALL 10.9,E °o(AB) q 105 .0 � 98.5 LF a0, a WALL I 96.8'N 109.5'E (AB) I ADDITION P.B. 10, PG. 75 s \ CANAL WALL WEST LINE TIEBACK POOL 10.4'N 10.9E LOT 8 ' y (TYP) AB I UNDER CONSTRUCTION S 89°16'19" W 25. 39' I SEAWALL AS —BUILT CANAL DWG # 0801322 WALL AB_11X17 CONC. I 1 I C4 CANAL I L421 mCH 1 MATCH LINE SEE SHEET 5 OF 6 ASPHALT 0 i 326.13' I I �O1 1 W 01\ 1 �I W I Sl �I Ici WI �I 1 WI sJ a. U o j 15.6' IFF=18.22' NAVD 88 1 7' x /C=13.67' NAVD 88 3.4' 3.4' �64. B o� U } / FENCE 17.1'W LOT 6 FENCE 7.o'W / / / / / / / GOLF COURSE ADDITION P.B. 10, PG. 75 0 0 0 i i i 25.00' PARCEL "B" N 89' 16' 19" E EASEMENT AND R/W INGRESS/EGRESS AND MAINTENANCE (DB 4856, PG 147, PBCR) A PORTION OF LOT 7 GOLF COURSE ADDITION (PB 10, PG 75, PBCR) rl- d- d- N cli HIDDEN HARBOR DRIVE 30' ROAD EASEMENT o O.R.B. 1094, PG. 1890 S 89'16'19" W 294.25' POINT OF-` COMMENCEMENT N.E. CORNER LOT 7 w LOT 7 N � GOLF COURSE CO N ADDITION z P.B. 10, PG. 75 LIMIT OF P.B. 10, PG. 75 Q I I PLATTED LOT LINE Q !n w o LOT 8 N T) SHEET 4 OF 6 Z GOLF COURSE N ADDITION P.B. 10, PG. 75 z PREPARED BY: —N — Bob Buggee, Inc. 0 30 60 the "SURVEYOR" SCALE: 1" = 30' onv�iTnni P.O. BOXc38onA 77AOa DWG # 0801322 WALL AB_11 X17 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- MATCH LINE SEE SHEET 6 OF 6 GULF STREAM GOLF COURSE z N HIDDEN Uj ¢ c) o HARBOR DR I O Et] SITE Q Z Z a PELICAN LN a GEORGE BUSH BLVD VICINITY SKETCH NOT TO SCALE PROPERTY ADDRESS 1200 NORTH OCEAN BOULEVARD GULF STREAM, FL 33483 SURVEYOR'S NOTES As —Built Survey of Seawall for LEMON HILL PARTNERS, LLC EXISTING IMPROVEMENTS NOT LOCATED EXCEPT AS SHOWN LEGAL DESCRIPTION PROVIDED BY CLIENT. SURVEYOR'S NOTES EXISTING IMPROVEMENTS NOT LOCATED EXCEPT AS SHOWN. LEGAL DESCRIPTION PROVIDED BY CLIENT. SURVEYOR HAS NOT ABSTRACTED THIS SURVEY FOR EASEMENTS AND RIGHTS OF WAYS OF RECORD. SURVEY IS NOT VALID WITHOUT A RAISED SEAL. BEARINGS SHOWN REFERENCED TO THE WEST LINE OF LOTS 7 & 8, AND IS ASSUMED TO BEAR S05'08'01 "W, AND ALL OTHER BEARINGS RELATIVE THERETO. ALL MEASUREMENTS ARE IN ACCORDANCE WITH THE UNITED STATES STANDARD, USING FEET. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. ELEVATIONS ARE REFERENCED TO THE FLORIDA DEPARTMENT OF TRANSPORTATION HIGH ACCURACY NETWORK, NORTH AMERICAN VERTICAL DATUM (N.A.V.D.), 1988. PROPOSED SEAWALL CONSTRUCTION ENCROACHES THE SMITH AND BARTON PROPERTIES AS SHOWN. CONSTRUCTION OF PROPOSED IMPROVEMENTS CURRENTLY IN PROGRESS. EXCAVATION IN PROGRESS AT TIME OF SURVEY. LEGAL DESCRIPTION ► REOIFIVEn APR 112023 Town of Gulf Stream, FL LEGEND: • = IRON ROD AS NOTED CONC. = CONCRETE ASPH. = ASPHALT U.E. = UTILITY EASEMENT (P) = PLAT (M) = MEASURED TEMP. = TEMPORARY CONSTR. = CONSTRUCTION AB = AS -BUILT LF = LINEAR FEET TYP. = TYPICAL SURVEYOR HAS NOT ABSTRACTED THIS SURVEY FOR EASEMENTS AND RIGHTS OF WAYS OF RECORD. THAT PART OF SECTION 9, TOWNSHIP 46 SOUTH, RANGE 43 EAST, TOWN OF GULFSTREAM, PALM BEACH COUNTY, FLORIDA, BEING A PART OF O = WATER METER LOTS 7 AND 8, GOLF COURSE ADDITION, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10 AT PAGE 75 OF THE PUBLIC SURVEY IS NOT VALID WITHOUT A RAISED SEAL. RECORDS OF PALM BEACH COUNTY, FLORIDA AND A PART OF SAID SECTION 9, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: O = SEWER MANHOLE BEARINGS SHOWN REFERENCED TO THE WEST LINE OF LOTS 7 & "W, COMMENCE AT THE NORTHEAST CORNER OF SAID LOT 7, GOLF COURSE ADDITION; THENCE WEST (ASSUMED) ALONG THE NORTH LINE OF SAID FEE] = CATCH BASIN 8, AND IS ASSUMED TO BEAR S05'08'01 AND ALL OTHER LOT 7, 294.12 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE WEST, ALONG SAID NORTH LINE, 326.13 FEET TO THE NORTHWEST BEARINGS RELATIVE THERETO. CORNER OF SAID LOT 7; THENCE CONTINUE WEST, ALONG THE WESTERLY PROLONGATION OF THE SAID NORTH LINE OF LOT 7, 720.49 FEET; ® = ELECTRIC UTILITY THENCE SOUTH, 29.00 FEET TO A POINT IN THE SOUTH LINE OF 30 FOOT ROAD EASEMENT AS RECORDED IN DEED BOOK 1094, PAGE 189, ALL MEASUREMENTS ARE IN ACCORDANCE WITH THE UNITED OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA; THENCE EAST, ALONG THE SOUTH LINE OF SAID ROAD EASEMENT, 608.00 FEET 0 = WOOD UTILITY POLE STATES STANDARD, USING FEET. TO A POINT OF CURVATURE OF A CURVE CONCAVE NORTHERLY WITH A RADIUS OF 135.00 FEET AND A CENTRAL ANGLE OF 13' 22' 02", THENCE EASTERLY, ALONG THE ARC OF SAID CURVE AND ALONG THE SOUTH LINE OF SAID ROAD EASEMENT, 31.50 FEET; THENCE SOUTH, = CABLE TV UTILITY ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY 179.72 FEET; THENCE WEST, 25.39 FEET; THENCE SOUTH, 33.58 FEET TO THE NORTH FACE OF A CONCRETE BULKHEAD; THENCE SOUTH 89' OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED 50' 41" E., ALONG THE SAID NORTH FACE OF SAID CONCRETE BULKHEAD AND THE EASTERLY PROLONGATION THEREOF, 82.14 FEET TO A = LIGHT POLE WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. POINT ON THE WEST LINE OF SAID LOT 8, GOLF COURSE ADDITION; THENCE SOUTH 5' 51' 39" W. ALONG SAID WEST LINE, 11.22 FEET TO THE SOUTHWEST CORNER OF SAID LOT 8; THENCE EAST, ALONG THE SOUTH LINE OF SAID LOT 8, 304.61 FEET TO A POINT 302.14 FEET © = GAS SERVICE ELEVATIONS ARE REFERENCED TO THE FLORIDA DEPARTMENT OF WEST OF THE SOUTHEAST CORNER OF SAID LOT 8, AS MEASURED ALONG THE SAID SOUTH LINE OF LOT 8; THENCE NORTH 10' 41' 17" E., TRANSPORTATION HIGH ACCURACY NETWORK, NORTH AMERICAN 254.44 FEET TO THE SAID POINT OF BEGINNING. = FIRE HYDRANT VERTICAL DATUM (N.A.V.D.), 1988. PARCEL B (EASEMENT) AN EASEMENT AND RIGHT OF WAY FOR INGRESS, EGRESS AND FOR MAINTENANCE, CREATED BY THE CERTAIN EASEMENT DEED ^� = SPOT ELEVATION CERTIFIED TO: RECORDED APRIL 23, 1986, IN OFFICIAL RECORDS BOOK 4856, PAGE 147, OVER, ON AND ACROSS THE FOLLOWING DESCRIBED REAL PROPERTY: LEMON HILL PARTNERS LLC THAT PART OF LOT 7, GOLF COURSE ADDITION, TOWN OF GULFSTREAM, PALM BEACH COUNTY, FLORIDA, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10 AT PAGE 75, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA, DESCRIBED AS FOLLOWS: MAC MILLAN & STANLEY, PLLC COMMENCE AT THE NORTHEAST CORNER OF SAID LOT 7, THENCE WEST (ASSUMED), ALONG THE NORTH LINE OF SAID LOT 7, 254.12 FEET TO OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY THE POINT OF BEGINNING; THENCE CONTINUE WEST, ALONG SAID NORTH LINE, 40.00 FEET; THENCE S 10' 41' 17" W, 40.00 FEET; THENCE EAST, 25.00 FEET; THENCE N 29' 41' 55" E, 45.25 FEET TO THE SAID POINT OF BEGINNING. CERTIFICATION I HEREBY CERTIFY THAT I MADE THIS SURVEY AND THAT IT IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AREA CALCULATION REVISIONS: ENTIRE PROPERTY = 114685 SO FT = 100% 1.FLOOD ZONE BUILDING = 6429 SO FT = 5% 2) REVISE TO P.B. 52 REVISE BLDGS ADD ESMT 08 03-31-22 -09-22 COVERED = 1269 SO FT 1% 3.) ADD POOL & SEAWALL 08-11-22 BY: ______ FLOOD ZONE: X/AE WALLS = 406 SO FT = 1 ROBERT A. BUGGEE, FLORIDA LAND U OR #3302 PALM BEACH COUNTY: 125109 POOL = 1780 SO FT = 2% 4.) ASBUILT SEAWALL 11-16-22 233 E. GATEWAY BLVD., BOYNTON B , FLORIDA PANEL NUMBER: 12099C 0981 F WALKS/DRIVE = 13049 SO FT = 1 1 % 5.) ADDT'L TOPO 12-28-22 DATE OF FIELD SURVEY: 08/09/22 EFFECTIVE DATE: 10-05-17 WATER (CANAL) = 10589 SO FT = 9% 6.) ADDT'L LOCATIONS 01-11-23 IMPERVIOUS = 81 163 SO FT = 71 % 7.) ASBUILT WALL 03-06-23 SHEET 1 OF 6 DWG # 0801322 WALL AB_11 X17 KEY MAP I 1 1 1 I SHEET SHEET FOUR THREE i i i MATCHLINE I L_ Iw SHEET SHEET SIX N - FIVE 0 80 160 ISCALE: 1 " = 80' 1 I SHEET 2 OF 6 PREPARED BY: Bob Buggee, Inc. the "SURVEYOR" P.O. BOX 3887 BOYNTON BEACH, FLORIDA, 33426 SURVEY & MAPPING BUSINESS #7890 561-732-7877 DWG # 0801322 WALL AB_11 X17 WESTERLY PROLONGATION OF THE NORTH LINE OF LOT 7 S 89'16'19" W HIDDEN HARBOR DRIVE 30' ROAD EASEMENT O.R.B. 1094, PG. 1890 N 89°16'19" E SOUTH LINE OF 30' ROAD EASEMENT 720.49' ASPHALT 0 O P.C. 0 FOUND HIDDEN HARBOR DRIVE ' o CONCRETE o ASPHALT 30' ROAD EASEMENT FOUND 00 MONUMENT O.R.B. 1094, PG. 1890 P P n NDISK&�OGL °F S 89°16'19" W 1 ASPH. J \e s/ FOUND DRIVE e°9 I ti9 NAIL & DISK • �.�_ �.°_ 608.00' R=135.00' L=31.50' <=13°22' 02„ SECTION 9 TOWNSHIP 46 SOUTH RANGE 43 EAST N — 0 30 60 SCALE: 1" = 30' SHEET 3 OF 6 f FOUND — IRON ROD I FOUND I s N.W. CORNER IRON ROD I LOT 7 I I I I PORTION OF PORTION OF N <� LOT 7 SECTION 9 �/ o GOLF COURSE TOWNSHIP 46 I ADDITION SOUTH I s, P.B. 10, PG. 75 RANGE 43 zl EAST a Not I ASPH. DRIVE w 20.1' 20.6' GUEST W N HOUSE 20.9' FF=13.37' NAVD 88 20.1' CONC. 13.5' f N GUEST 13.5' HOUSE � o —PLATTED LOT LINE— — — O N~ — — — — — cn Q 2.0 WIDE e TIEBACK a l ASEAWALL S—BUILT BUILT PORTION OF FOUND LOT 8 �s NAIL & DISK "WITNESS" Ps36.0'N) 98.5 LF (�° WALL a EXISTING SEAWALL 10.9,E I WALL 9sa (AB) 96.8'N TO REMAIN ° r I 109.5,E T I (AB) >� 10.5 ''o LF WALL WEST LINE CANAL 34.4'N 1LOT 8 f9 o� ( I S 89*16'19" W I S 89°16'19" w 25.39' 132.63' CANAL DWG # C 801322 WALL AB_11X17 GOLF COURSE ADDITION P.B. 10, PG. 75 TIEBACK ( TYP. ) 2.0' WIDE SEAWALL AS —BUILT IW CANAL I -- -- -- -- -- -- -- -- -- -- -- -- MATCH LINE SEE SHEET 5 OF 6 1 ,;s 1 I f23.0' ASPH. DRIVE o h 1 I� � FF=13.99' 10 GAR=13.67' 1 NAVD 88 rj+ N72' 0.7 E" `L �N A W ?S- � N 15.7' N I1W1�y M.y pp g N \\ � 43.5' w 1 0.6' 20.5 TWO STORY 1 �j ,,.8' RESIDENCE I� U #1200 1 a COVERED CONC 23.4' I V 36.3' 1 E" 1 I 1 I CONC. I d 42.1' 1 PORCH 1 I i 326.13' 1 �1 �1\ co C~ I w 1 'sa CI WI �41I I WI al U H JI i15. s'El — — I FF=18.22' NAVD 88 1 NAVD 88 3.4' L3.4Cli OGi 5.5' 1 -J 11B.1' DWG # 0801322 WALL AB_11 X17 GOLF COURSE LOT 6 ADDITION P.B. 10, PG. 75 CA ASPHALT w HIDDEN HARBOR DRIVE 0 0 `? 30' ROAD EASEMENT o O.R.B. 1094, PG. 1890 POINT OF i S 89°16'19" W 294.25' 9J, POINT OF BEGINNING h� COMMENCEMENT N.E. CORNER i N� LOT 7 25.00' PARCEL "B" w N 89° 16' 19" E EASEMENT AND R/W LOT 7 INGRESS/EGRESS AND �v MAINTENANCE 60 N GOLF COURSE (DB 4856, PG 147, PBCR) ADDITION o FENCE A PORTION OF LOT 7 z 7.OV / GOLF COURSE ADDITION P.B. 10, PG. 75 (PB 10, PG 75, PBCR) d- LIMIT OF / P.B. 10, PG. 75 % — — — PLATTED LOT LINE_ — Q / / 64 8, o LOT 8 JFEN�'�SHEET 4 OF 6 ,LjZ GOLF COURSEco N ADDITION P.B. 10, PG. 75 N z PREPARED BY: Bob Buggee, Inc. j o 30 6o the "SURVEYOR" x P n Rnx 3RR7 SCALE: 1 " = 30' ---------------------------------------------------------- MATCH LINE SEE SHEET 6 OF 6 CD � • r� (,., D -Ti o Z z0 0 0 Oo ro c, CANAL o �- TRACT 1 CECIL M. MERRITT PROPERTY P.B. 52, PG. 121 BARTON PROPERTY (NOT INCLUDED) S 00 43 41 E 33.58' MATCH LINE SEE SHEET 3 OF 6 CANAL WAL ON RODI IRON R - - - 7 a' ONLI ---DOCK --- >� (AB) & CAP 50.4 LF o TRACT sa WALL FOUND WAL\ SEAWALL p00 _ 3.5'E CONCRETE 53.4'E N 89-25'3p" E _ L (AB) MONUMENT (AB) SEAWALL / 82L— W .15 ^8 EASEMENT / --- O� I CONC. � (BELOW M.H.W.L.) SEAWALL c ANCHOR O.R.B. 33611 EASEMENT EASEMENT i 3 a� 49.9 LF 9s PG. 762 (ABOVE M.H.W.L.) O.R.B. 33611 L O.R.B. 336611 PG. 775 WALL PG. 762 1 P N 21.6'S WALL TEMP. CONSTR. 00 N 6.4'E 2.0' WIDE 21.5'S 21.3' EASEMENT CD (AB) SEAWALL 55.5'E 0 0 R B 33611 AS -BUILT (AB) &F("ln19.5' 9' LOT 5 DRIFTWOOD LANDING P.B. 30, PG. 231 SHEET 5 OF 6 N N N O ? u 10.4' 19.5' �4 r_ N 89°16'19" E 22 9' ANCHOR 19.4' P. 775 EASEMENT ANCHOR C/) O.R.B. 33611 RESIDENCE W EASEMENT PG. 775 #9 w O.R.B. 33611 PG. 775 o co 00 16.8' CD5. c,, 14.5' C4 2.0' _ O N O VJ 18.5' o 49.6' LIMIT OF P.B. 10. PG. 75 201.36' MODEL LAND COMPANY S/D P.B. 8, PG. 40 —N— I 0 30 60 SCALE: 1 " = 30' -- -- -T -- --�--- -- -- -- 4 71 FF=18.28' GUEST I J rn NAVD 88 6' HOUSE FENCE 42 1 1 5.5'N ' METAL FENCE � O — 6 —_—■—■—x ■—x—.—. x—x—x—.—.—x x —x —x 137 p, N 89°16'19" E 1.7' f1.7' 22.2 Lpt 304.61' 40.9' w 36.1' WW o.s' ONE STORY 2.2' RESIDENCE N W #1122 C4 2.2' rn 19.0' 6.6' rn 18.4' 11.7' G 1 12.0' oll DWG # 0801322 WALL A13_11 X17 FOUND FOUND NAIL & DISK SPIKE CD #3300 0 IN 89°16'15" E 599.94' 1 MODEL LAND COMPANY S/D WESTERLY PROLONGATION OF THE NORTH LINE OF LOT 7 EDGE OF PAVEMENT 30' ROAD EASEMENT O.R.B. 1094, PG. 1890 HIDDEN HARBOR DRIVE ASPHALT EDGE OF PAVEMENT SOUTH LINE OF--' 30' ROAD EASEMENT MATCH LINE SEE SHEET 4 OF 6 S 89'16'19" W FOUND w NAIL & DISK #3300 N 89"16'19" E 720.49' —N— I 0 30 60 SCALE: 1 " = 30' SHEET 6 OF 6 DWG # 0801322 WALL AB_11 X17 OVERALL LOCATION DIAGRAM RELEASES: 20_a-03-09 - ARPB SUBMITTAL 0703-RE\IJFOR TO�CN COOMMISSIONN O 104 Oi - ADDED SPORT COI RI f- LOCATION DIAGRAM 1IISTORICAE CONCEPTS^ 1200 N OCEAN BLVD RESIDENCE MAIN HOUSE 1200 N OCEAN BLVD, DELRAY BEACH, FL 33483 NOT FOR CONSTRUCTION REVISIONS: 04/07/2023 ARPB SUBMITTAL MAIN HOUSE AO.01 LOCATION DIAGRAM bum 17 PFRTS �~ or .Olill • \ '�f rye :q. , 414 Y - T tr \�, � ��, �l ( � ' .,� �ta.�L',F�Iit� r y ,Iw . � � .� _ ',.; �, _ ..►� t � f{ .✓. rl .�i _R tr' �,� �x�"'e#tt,?r .'+r . y( . �.�. 'R r,�' � ; � . ��i 't •,t- `e RELWES: Nol FOR CONSTRUCTION TO"N COMMISSION COI RI t,' LOCATION DIAGRAM ARP v • • I, 11 • • c SUBMITIAL EXISTING AND ADDITIONAL ENHANCED PLANT SCREENING ON DESIGN DEVELOPMENT - NOT RELEASED FOR CONSTRUCTION 04/06/2023 'ED PLANT SCREENING ON -LAN FOR DETAILS GRAPHIC SCALE J ( TN FEET I I inch - 20 fL �rl w oC Vi ~ � u W � N Q N 3 0 u ramp � zoom m Q W�aM �c7Zv W a n f° a a u u -+--) to 0 0 O Z J <M a wm M m LL Z `J U 02 0a Oa W Z v~i O w REPRODUCTION RESTRICTION The dm U Lc the property of Hootm Land D..gn nod may not be copied or nprndoced xitM1nm the.mnrn pXmi:.+ of I I+u+ten I mid fh Ten DRAWN BY: DMH APPROVED BY: DPH MARCH 07, 2023 REVISIONS: DATE DESCRIPTION 03/2912023 04/06/2023 SITE PLAN SCALE: 1" = 20'-00" L-1 EXISTING GATE 6' HT. ENTRY GATES 4' HT. ALUMINUM ORNAMENTAL ARRIVAL COURT - CONCRETE PANELS WITH TURF JOINTS FENCE AND GATE TRASH ENCLOSURE EXISTING AND ADDITIONAL EXISTING FENCE EXISTING AND ADDITIONAL ENHANCED PLANT SCREENING ENHANCED PLANT SCREENING o Q p p O o O O o \ o fi' HT. ENTRY GATES EXISTING AND ADDITIONAL 0 ENHANCED PLANT SCREENING O I ENHANCED EVERGREEN SCREENING V ❑ + EXISTING COURTYARD WALL SOUND BARRIER-6'HT. NOISE ULTI-US - t REDUCING ACOUSTIC FENCE HEAVY EVERGREEN SCREENING S ORTCOU T LAB I 4' HT. ORNAMENTAL ALUMINUM FENCE AND GATES L / 1 NEW WALL SECTION } + ' + + EXISTING ORNAMENTAL ALUMINUM FENCE 6 / / 'LAWN \ CONCRETE OR PAVER WALKS / ' / LAWN PROPERTY LINE + GATE I f f / RE -CONSTRUCT RETAINING WALL 1 I Po O L 0 . 1 B A S I N \ - STAIRS TO LOWER LAWN I � r SEAT WALL � I I L 1 l 1 • • ORNAMENTAL ALUMINUM GATES 1 I ' I• •I • / 4- RETAINING WALLS WITH PLANTING IN BETWEEN 1 REVISED APRIL 06, 2023 SHADE PAVILLION GRAPHIC SCALE EVERGREEN SCREENING EXISTING POOL HOUSE IN FEET I L inch = 20 ft. CONCEPTUAL SITE STUDY 4' HT ORNAMENTAL ALUMINUM FENCE AND GATES LEMON HILL Hooten Land Design 1200 NORTH OCEAN BOULEVARD LANDSCAPE ARCHITECTURE GULF STREAM, FL 33483 MARCH 07, 2023 AREA FOR PROPOSED MULTI -USE SPORT COURT OEXISTING TREES TO REMAIN \I EXISTING TREES TO BE TRANSPLANTED CHRYSOSALANUS ICACO 'HORIZONTAUGREEN J (TO BEFIELD)LOCATED AT TIME OF COCOPLUM HORIZONTAL `�. 3 GAL. 30' O.C. COCCOLOHRI A O - EXISTING TREES TO BE REMOVED SEAGRAA PEE S 7 GA O.0 EXISTING U ER ADD NDERSTORY IAL AS NEED WILD COFFEE AND MACHO FERN NOTE: PLEASE REFER TO L1.0 FOR EXISTING TREE SPECIES TO REMAIN. HI PSY AOSA WILD CI!FFEE7 GAL. 30' O.0 CONTINUATION SMALL FIDDLE LEAF FIG OF ARECA HEDGE TO BE TRANSPLANTED 10-2' OA SABAL PALM TO BE TRANSPLANTED CHRISTMAS PALM TO BE TRANAPLANTED MONTGOMERY PALM TO BE TRANSPLANTED 6' N SOUND BAQ2 _IIER PSYCHOTRIA NERVOSA WILD CIFFEE HEDGE 7 GAL. 30' O.0 CLUSIA GUTTIFERA SMALL LEAF CLUSIA b' HT 36' O.0 PROPOSED FENCE SURROUNDING MULTI -USE SPORT COURT EXISTING VEGETAION (2) CONOCARPUS ERECTUS SILVER BUTTONWOOD TREE 8 - 10' HT. SINGLE TRUNK. FLORIDA FANCY. (3) CONOCA12PUS E12ECTUS SILVER BUTTONWOOD TREE 8 - 10' HT. SINGLE TRUNK. FLORIDA FANCY. EXISTING TREE BUFFER PLUS ADDITIONAL TREE BUFFER MATERIAL AS PER SHEEET L2.6. ADD U NDERSTORY MATERIAL AS NEEDED WILD COFFEE AND MACHO FERN DRIVE (1150) FICUS MICROCARPA GREEN 13 GAL 2I 1 O.C� 1L"I,��® e� ■ a � 1 PALM TO BE TRANSPLANTED 1O' HT. SINGLE TRUNK. FLO12111A FANCY —AD MANGO TREE TO BE REMOVED 3 PER DEMO PLAN LI.O LAWN IG 2'O.0 + PHYMAT OPUS SCOL DRIA WA T ERN COCCOLOBA UVIFERA I . 12' .0 SEAGRAPE SHRUB 11 7 GAL. 48' O.0 y Proposed General Planting around Court eaPYRIOHl: 2 O 2 3 an ..: Z O 2 3 SCALE: 1 " = 10' 6' H SOUND BARRIER SURROUNDING COURTS Multi-Use./'port Court Planting -port tlME T Multi -use_/ Court ■ Df-AC,14 GROUP Material ISV Natli Cal•I� Read Sj7A8 PaM Bead, Fl 11160 ./'creeping Ph.. 55IM4W Mdk 561313.4424 COMMON NAME OTY. TYPE Landscape Architecture /BOTANICAL NAME MIN. /DESCRIPTION Land Planning A PSIS L PALM AQEAC PALM ENS 30 I PALM TREE LIST' OA MLLTI(INCLUDED (INCLUDED IN ROW PLANTREE /10 1 SHEET L2.6) Landscape Manag ement Dushn It. Mild, MU RL116666784 orrwaorine.r a<rlEeareer.raa CLUSIA GUTTIFERA 30 HEDGE / 6' HT. 36' O.0 SMALL LEAF CLUSIA WILD COFFEE 50 HEDGE / 7 GAL. 30. O.0 PSYCHOTRIA NERVOSA MACHO FERN 10 HEDGE / 7 GAL. 30' O.0 NEPHROLEPIS BISERRATA ARECA HEDGE GREEN COCOPLUM HORIZONTALIS SEAGRAPE HEDGE TALL CLUSIA HEDGE WILD COFFEE HEDGE SILVER BUTTONWOOD TREES EXISTING BUFFER FROM HIDDEN HARBOR DR -inac� of tENnROrvuErvT DEScry na/tn. �SSIP<cc, 6B HODS BEFORDIGGING �s �'rvhRovuErvi'c t0lt CF FlMla}t I.0 bu/TNsr. be EXISTING BUFFER FROM HIDDEN HARBOR DR _ 6 7 U 0 Q � s 0 � N� W O ,J O O N J L_ JOB NUMBER: # 23030.00 LA DRAWN BY: r—r ka Cott-q— DATE: 04.06.2023 04.10.2023 LET LZ_7 Renee Basel From: Tom Barton <tbarton@atlanticutility.com> Sent: Saturday, April 1, 2023 2AS PM To: Renee Basel Cc: SECURITY CONTROL Subject: 1200 North Ocean Blvd, Lemmon Hill [NOTICE: This message originated outside of the Town of Gulfstream -- DO NOT CLICK on links or open attachments unless you are sure the content is safe.] Hi Renee', We are neighbors, Thomas and Monica Barton, located at 9 driftwood landing rd. in gulf stream that borders Thom Smith and Austin Musselman 's properties . we are as you are likely aware engaged in the marine construction project that has extended the canal we are on. Thom and Austin have done a fantastic job. As someone most effected, we are very happy with the result and the care taken by the General Contractor, Jacob Lepera, to do the job in the best possible way for all residents. I understand that Austin and Jacob have submitted an application with the town to put a sports / pickle ball court on the northwest side of the property at Lemmon hill .We are on the south side of the canal offset to the west . we have no problems with their application because as we understand it they intend to do it first class with appropriate landscaping to provide a measure of privacy and buffering its direct view from our property . please call me any time to give further testimony on our agreement with their application, if you should feel it necessary . thank you for all that you do for the residents of gulf stream . Thomas and Monica Barton 9 driftwood landing rd. Gulf Stream , Florida 33483 856-498-0159 tbarton@atlanticutility.com Renee Basel From: Tom Hillman <tom@lacholdings.com> Sent: Friday, April 7, 2023 2:35 PM To: Renee Basel Subject: 1200 N. Ocean Ave site improvement plan You don't often get email from tom@lacholdings.com. Learn why this is important ii [NOTICE: This message originated outside of the Town of Gulfstream -- DO NOT CLICK on links or open attachments unless you are sure the content is safe.] Renee, I wanted to follow-up from my visit to review the plans submitted by the Mussleman's . My wife Jennifer and I live in the neighborhood at 19 North Hidden Harbour Dr. We actually think the improvements to Lemon Hill are substantial and an enhancement for the property. Our only concern is with the proposed Pickleball court. The charm of our neighborhood is the quietness of our street and overall serenity of being in a more unique natural environment than anywhere else we know in Gulfstream. We call it our "hidden gem" Considering how sound travels over water, and the excessive noise resulting from playing pickleball, we are not in favor of disrupting the peace and privacy we so enjoy today. if someone could prove this wasn't a factor, we would be open to learning about it, but on face value we sense this to be a disturbance. Let me know if you have any questions. Best regards, Tom LEWIS & CLARK Tom Hillman lacholdings.com I tom(aNacholdinas.com Office: 314-721-8668 Cell: 314-614-7655 120 South Central Avenue I Suite 1000 1 St. Louis, MO 63105 Renee Basel From: J Mo <jdsm.64@gmail.com> Sent: Tuesday, March 28, 2023 9:40 AM To: Gregory Dunham Cc: Trey Nazzaro; Renee Basel Subject: Proposed Pickleball Court at 1200 N Ocean Blvd [NOTICE: This message originated outside of the Town of Gulfstream -- DO NOT CLICK on links or open attachments unless you are sure the content is safe.] Dear Mr. Dunham, I am writing to you to formally object to the pickleball court proposed by the Muscleman's at 1200 N. Ocean Ave. Pickleball nationally has become a serious problem due to noise complaints. Everyone I know who knows of pickleball all say the same thing, the noise is intolerable. We live in a quiet and serene residential neighborhood surrounded by two canals and on a low hillside. Lemon Hill and the hill of the sub division puts Hidden Harbour in a mini "valley". The sound of the proposed court would reverberate the noise over our homes much like a megaphone. Secondly, there are two large canals on either side of the proposed court. As you know the expansion of Pelican Canal has created a 55,000 square foot basin and the Hidden Harbour canal is a large keyhole shape. These two large basins of water would amplify the noise of pickleball play. Sounds travel over water at a much clearer and louder rate than over land due to three factors. The calmness of the water, the temperature of the water and the flatness of water. All these facts amplify sound so it is louder and clearer than if the sound traveled over land. Lastly, our master bedroom is approximately 165 feet from the proposed pickleball court. Our quality of life, peace and privacy would be horribly impacted by the nuisance and noise of pickleball play. Thank you very much for taking into consideration the seriousness of our concerns. Our vehement objections are also shared by our neighbors the Martin's, Toscani's and Hillman's. Sincerely, Jennifer & Joe Morris 24 S. Hidden Harbour Drive Renee Basel From: William Martin <wm@martinspices.com> Sent: Tuesday, March 28, 2023 4:00 PM To: Gregory Dunham Cc: Trey Nazzaro; Renee Basel Subject: 1200 N. OCEAN BLVD PROPOSED PICKLEBALL COURT i Some people who received this message don't often get email from wm@martinspices.com. Learn why this is important [NOTICE: This message originated outside of the Town of Gulfstream -- DO NOT CLICK on links or open attachments unless you are sure the content is safe.] Greg, While several of my neighbor's homes are closer to the proposed court and consequently quite concerned about the noise which the game generates, my main concern is a bit different. The land on the south side of Hidden Harbour Drive between Lemon Hill and my home is supposed to be a sanctuary for birds and other indigenous wildlife. With the permission of town hall, over the past several years I have spent a considerable amount of money planting trees and bushes in the sanctuary which are known to attract birds and butterflies etc.. My efforts are beginning to pay off with many more birds and butterflies now nesting in the sanctuary. The proposed pickleball court is right next to the sanctuary and is sure to scare the wildlife that it is supposed to be attracting. I'm sure that Mrs. Touhey, the past owner who I believe donated the sanctuary would be rolling over in her grave if she new that this court was being located next to what she desired to be a bird sanctuary. I sincerely hope that the above is taken into consideration when the town takes its next step evaluating this proposal. Thank you, Skip and Marcy Martin ►i 7 W u 00 N O ed 1 a p v '� CU CZ � •O L� C5 '� O � O y� NONy p— Z 'o N .Vy 'C3 bA �4i Cn In •� `.. csS .fl �, z O N « N O cb Cc) O V a y U w ca Off,%4-4 o N cC �O O t bA cb p w cn O N CO a tz v O •� bA N "� O S�, , w ~ bioN cn i ° d [�� CIO 'v� F°- cu � E� [� � W d `�" W i. m bo � '� N m ° � O o x x z �.., v , w ca -� (z I � � � � y� � —C, N O cz utt O •� as NO O N O cCt cb 'y Z O .� p cr �+ � N c� ca s- f� v V it aJ �•�i Cn }, .. .. '� r > O 4-1c� LO � w di ►i) O� N O r o 00 3-+ X d •, m [. m m r-+ r-+ e-+ r-- cM L� [� a1 c3 ��, bA 'C M W "C3 Q w O `p O O O O b�A — � cb C7 4-1 cu �. bA U) cn cn Un Ml M cn U) H ca Q. w Q >Q<) as m a� f� 0 a O Q) 7� .V) lz E O O 5 O O 7� I cct 7� O u b�A O cC W 0 O Lo rl a) 0 14-4 Icy u m vi N Q, CL4 '� U O c� 1-4-4mCA —. ., m E-+ w �O w� N �'�-. bA O s~ u 14-4 CLI O O 3 O ++ 4J -- ' S v � �^ m � � sue. a� � • � � N � •� `n CL,cz (-`�-, O O � o O u 7-. w •rrr-,� �+ i- •� ¢. ¢. can, +� I~ O O 3 14. 'O O c�C+ cn 1 i1. �r +O+ O> a)O v O c� cz v ,4? O �r �j +� b0 u v s• C1. cn u O u cOn m ct 7� �- —. m u O ccs N u v u r N c+) cz . O ca N Q" p rq O w CL•., O O N u cn ;t U L\ �- y 4.1 � a� G p u 4j i� w0 �, y U4jO cm cz m 4-1 cp cn O cd '-' w0 4-1 4+ a, N � c� Incz O O cz cn 3 O + N .. m cz u cz v ., u � ., cn cn v p +' z cz o ., cz cz 3 "C can C� O ¢ 3 0 +J V .Q '- TS s + � u `J u u Q. v %4-4u N M 4-4 4-1 O J 00 � Cbu �, . u O -14 � d H m" H U> 5 H H%4-4 O F. cn u cC u u v 0 -� lz cz cz cn ,� ;J Sl, " m O v� c� sue. cz O u 7:� cC -- v O v c� cc ctS c� as !� M > ++ p a) � .5 V 4-+ 4, ¢¢ SZ. p �' cn Z O N O u cz r- 'L5 bA CIO.., W N N 1-4 ° > U to \16 t-� 00 m N w 4 O v � H 3 v .> v� v PRO u v 'cA cn `n X W LO x �44 y O d O N O '� N by ^ N NCIA *� O o �z N p 7� G � C� tt N Q v m cu �' O O CIA N O O O s ^, � r O O w O (� c N c Q V 00 0�,� Town of Gulf Stream TOWN OF GULF STREAM, FLORIDA ® RECEIVED APR 112023 Town of Guff Stream, FL APPLICATION FOR DEVELOPMENT APPROVAL This form is to be used for all development review applications to be heard by the Town of Gulf Stream Architectural Review and Planning Board, Board of Adjustment and/or Town Commission. To complete the form properly, please review the accompanying Town of Gulf Stream Instruction Manual for Application for Development Review Form. Failure to complete this form properly will delay its consideration. To be completed by all applicants. A. Project Information I.A.1 I.A.2 I.A.3 ARPB File # Z-:3— PART 11. GENERAL INFORMATION Project/OwnerName: HWP Main, LLC - Dov Seidman, Owner Project Address: 3813 N_ Ocean Blvd., Gulf Stream, FL 33483 Project Property Legal Description: "BLKS A, B & Z Palm beach shores AC" I.A.4. Project Description (describe in detail, including # of stories, etc.) existing 2 story single family home. Proposed Lanai Extension I.A.5. Square Footage of New Structure or Addition: Architectural style: Mediterranean Architectural Style I.A.6. Check all that apply: I Architectural/Site Plan Review North Ocean Boulevard Overlay (complete section B) -Demolition of Structures (complete section C) Land Clearing (complete section D) Special Exception (complete section Q - Variance (complete section G) :" Non-residential uses (complete Section F) I.A.7. Proposed F.F.E: Existing 19.59 NAVD Type of Foundation: Piles B. Owner Information 1.B.1. Owner Address: 6373 N. Ocean Blvd, Ocean Ridge, FL 33435 I.B.2. Owner Phone Number: 310-968-2833 Fax: 1.6.3. Owner Signature: t C. Agent Information ZCarlos Linares, Randall Stofft Architects I.C.1. Agent Name and Firm Na I.C.2. Agent Address: 42 N. Swinton Avenue I.C.3. Agent Phone Numb O) 61 243 799 Cell Fax I.C.4. Agent Signature: Official Use Only Pre-App Date: ARPB Date: App Date: Recommendation: Com Date: TC Date: Application for Development Approval, Form ADA-32000 Page 2 September 2004 Town of Gulf Stream PART III. PROJECT DESCRIPTION AND JUSTIFICATION To be completed by all applicants after pre -application conference with Town Staff. Please be concise but brief. Attach additional sheets only when necessary and be sure to include the appropriate and complete question number for each response. A. Project Description and Justification III.A.1. In what zoning district is the project site located? G"rcSo- -8e Fmot LisMct(R ) I II.A.2. Is the project compatible with the intent of the zoning district ? X Yes ' No Explain: _ THE PRRPOSED LANAI ADDITION IS COMPATBLE WITH THE EXISITNG ARCHITECT- STYLE AND AND MEETS THE ALLOWED STEBACKS, III.A.3. Is the project consistent with the Future Land Use Map and goals, objectives and policies of the Comprehensive Plan? X Yes No Explain: THE PROPOSED LANAI ADDITION MAINTAINS THE HIGH END QUALITY OF THE HOME ADDING VALUE TO THE PROPERTY. II I.A.4. How are ingress and egress to the property to be provided?_ III.A.5. a. b. C. d. e. f. 9 h. THE EXISTTNO DRIVE WILL REMAIN TO ACCES FROM NORTH OCEAN BOULEVARD How are the following utilities being provided to the property? Stormwater Drainage EXISTING TO HEMIAN Sanitary Sewer EXISTING TO REMVW Potablewater EXISTINGTOREMIAN Irrigation Water EXISTING TO REMAAN Electricitv EXISTINGTOREMIAN Teleohone EXISTINGTOREMIAN Gas EXISTINGTOREMLW Cable Television EXISTINGTDREMIAN IILk13. If the project involves the erection of one or more structures, please describe how the structures are consistent with the criteria in Section 66-144 of the Town of Gulf Stream Code. (Attach additional sheet if necessary.) PART IV. ADDITIONAL INFORMATION Section A is to be completed by all applicants after pre -application conference with Town staff. Answering `Yes" to any question in Section A requires the completion of additional Sections as indicated. A. Additional Approvals/Requirements IV.A.1. Does the project involve land area within fifty feet (50') of the A1A (North Ocean Boulevard) right-of-way? Yes X No (If "Yes', Section B of this part must be completed.) IV.A.2. Does the project involve the demolition of one or more structures? Yes X No (If "Yes', Section C of this part must be completed.) IV.A.3. Does the project involve the clearing or the filling of any portion of an existing vacant lot or more than fifty percent (50%) of the landscape area of a developed lot? ' Yes X No (If "Yes", Section D of this part must be completed.) IV.A.4. Does the project require approval of a Special Exception? X Yes No (If "Yes", Section E of this part must be completed.) IV.A.5. Is the project at variance with any regulations contained in the Zoning Code? Yes X No (If "Yes", Section G of this part must be completed.) Application for Development Approval, Form ADA.32000 Page 3 September 2004 Town of Gulf Stream B. Projects Requiring North Ocean Boulevard Overlay Permit IV.B.1. What significant landscape features or architectural features are to be disturbed or added and to what extent? NO significant landscape will be disturbed. IV.B.2. Describe the need and justification for the disturbance/addition: The existing two story condominium structure on the north property looks over the rear yard of this property the extension provides privacy to this home without obstructing the neighbors view. IV.B.3. Will the disturbance/addition destroy or seriously impair visual relationships among buildings, landscape features and open space, or introduce incompatible landscape features or plant material that destroys or impairs significant views or vistas within the North Ocean Boulevard Overlay District? .Yes X No Explain: The proposed structure will add privacy to this property and the property to the north IV.B.4. How is the design consistent with the A1A Landscape Enhancement Project? Most of the existing landscape on A1A will remain and/ or update. IV.B.5. What mitigation is proposed so that the disturbance/addition has the least impact possible to the visual and aesthetic quality of the North Ocean Boulevard Overlay District: the proposed structure compliments the architecture but is also not visible from the Roads or neighboring lots C. Projects Requiring a Demolition Permit IV.C.1. When are the existing structures to be demolished? demo permit submitted and approved by city IV.C.2. When are the proposed structures to be constructed? after permit awarded IV.C.3. What is the landmark status of the structures to be demolished? interior demo work is currently in process D. Projects Requiring a Land Clearing Permit 1. Describe those vegetative materials of 8 inches in diameter and greater to be North Ocean Boulevard District: IV.D.2. Describe the need ait ustification for the removal/relocation: IV.D.3. How is the removal from the project sit�f vegetation to be mitigated? IV.D.4. How are the remaining and relocated vegetative matt land clearing and constriction activities and thereafter? IV.D.5. What replacement materials are proposed? be protected and preserved during the Application for Development Approval, Form ADA.32000 Page 4 September 2004 Town of Gulf Stream E. Projects Requiring Special Exceptions IV.E.1. Is the proposed use a permitted Special Exception use? XYes No Code Section: 70-72(b)/ 70-75 IV.E.2. How is the use designed, located and proposed to be operated so that the public health, safety, welfare, and morals will be protected? The proposed FAR excess and Reduced setback are necessary. to create the missing privacy between properties. IV.E.3. Will the use cause substantial injury to the value of other property in the neighborhood where it is to be located? " Yes IXNo Explain: the proposed structure enhances the value of this property. IV.EA4 How will the use be compatible with adjoining development and the character of the District where it is to be located? previous property owners have struggle to have privacy between lots the proposed structure provides this. IV.E.5. What landscaping and screening are provided? IV.E.6. Does the use conform with all applicable regulations governing the District wherein it is to be located? X Yes No Explain: the existing home meats all the zoning regulations the proposed structure will require the specials exceptions stipulated in the code F. Non -Residential Projects of Greater than 2 Units I _1. If common area facilities are to be provided, describe them and how they are to be maintained: IV.F.2. If recreation facilities a to be provided, describe them and their potential impacts on surrounding Properties. IV.F.3. For each of the following, list the number provided and 'r dimensions: Loading Spaces: Standard Parking Spaces: Small Car Parking Spaces: Handicapped Panting Spaces: Driveways/Aisles: Application for Development Approval, Form ADA.32000 Page 5 September 2004 G. Projects Requiring a Variance (code Section 66-150 through 157) IV.G.1. From what specific Zoning Code regulation is a variance requested? Section 70-71 Floor Area Ratio IV.G.2. What does the Zoning Code require for this specific site? FAR required for this site is 7,141sf IV.G.3. What is proposed? 7,740sf IV.G.4. What is the total variance requested? 299 SF IV.G.5. The following 8 mandatory variance findings from Section 66-154, must be addressed: (Attach additional sheet if necessary.) (1) What specific conditions and circumstances exist which are peculiar to the land, structure, or building involved and which are not applicable to other lands, structures, or buildings in the same zoning district? the existing 4 story mutifamily structure adjoining to the north overlooks this property. preventing the property owner of having any privacy in their back yard. (2) Did the special conditions and circumstances result from the actions of the applicant? ❑ Yes X No (3) Will granting the variance confer upon the applicant any special privilege that is denied by the Zoning Code to other lands, buildings, or structures in the same zoning district? ❑ Yes X No Explain: this special condition of a residential zone abutting a non-residential zone is a typical condition in the town of gulf stream. (4) How would a literal interpretation of the provisions of the Zoning Ordinance deprive the applicant of rights commonly enjoyed by other properties in the same zoning district under the same terms of the ordinance and work unnecessary and undue hardship on the applicant? the lack of privacy between other properties (5) Is the Variance requested the minimum variance that makes possible the reasonable use of the land, building or structure? X Yes ❑ No Explain: increasing the lanai structure east provides privacy without blocking water views from the adjoining north property. (6) Will granting the variance permit any prohibited use to be established or re-established: ❑ Yes X No (7) Is the requested variance consistent with the goals, policies, and objectives of the future Land Use Map of the adopted Comprehensive Plan? X Yes ❑ No (8) Will the variance be in harmony with the general intent and purpose of the Zoning Ordinance and not be injurious to the area involved or otherwise detrimental to the public welfare? X Yes ❑ No Explain: the increase of the lanai square footage adds value to the property is cohesive with the existing architectural structure and its site. there is no negative impact on this property or any other property. Application for Development Approval, Form ADA.32000 Page 6 September 2004 I �_ LOCATION MAP NTs EXISTING 24X24X72 STONE CLAD CONCRETE PIER F-6-H. ALUMINUM GATE WITH POWDER COATED FACTORY FINISH. +/-18'-0' PROPOSED ENTRY GATE SITE IPROPERtt LINE I ocEAN eLw ws NAw i NOTE: PER S2B33.0155(IXn) ALL WINDOWS AND GLASS DOORS VISIBLE FROM ANY POINT ON THE BEACH MUST BE TINTED TO A TRANSMrrrANCE VALUE (LIGHT TRANSMISSION FROM INSIDE TO OUTSIDE) OF 45%OR LESS THROUGH THE USE OF TINTED GLASS OR WINDOW FILM. PROPOSED EXTERIOR LIGHTING FIXTURES LANDWARD OF THE COASTAL CONSTRUCTION CONTROL LINE ARE NOT DEPICTED. fJ]STING28TORY GGABTAL BINGLE FAMILY SM—RE. _ LINEY1 1GOGR®161_5%NAVG LANN //� NIRGL EXS_G TWD STORY RE8IDENCE ADDITION / LINE n TOEPOOFNEWPDOLCOPING Nnw 2 OVERALL SITE SECTION I� oe e tioo A PORTION OF 'B' 2 o LOT 2, BLOCK hW (pa 7, PG 15. PEER,) z � 33' E08 33' gig �Rw N ]B8462.42 e E. 965922.89 9.c N88'18'26E 33. 23' (C) 33.25 (C)rrlON6',I�p°1mG__- I 4 y ©�a /gq a OO LReTtl4 PA 4FF BRICK BR(VEWAY ('�EGAEa11111 Ate, -.-.-.-,-. � co �J 35 � 88 N clrt sOv 4^^ rn sea F"°"f6ETaAcu N 33.23' (C) 11 33.2J' (C , 52.82' I u BOTTOM OF NEW POOL III —RE N2.3• I A C FWNDATpN RI BHMI�J FOR tl1U81MTNE PU BONLY N N co r DD fps ffVET) �y[� vi APR 11 2 0-11-3 y Town of gulf Stream, FL ui a SFABONAL HIDH WATER LWE MEAN HIGH WATER LINE BEAWARD DUNE VEGETATION LINE I I I I I I I I I I I I 0.0'CONTOUR LINE I I I I I I I I I II I II I II I II I II I II I II I II I II I II II I IT 30' N. RJ6490. ] °Eio66103 79 62.93' ' A �T 272 °.xol v W ' =J l_.: (f EXISTING .jh s_ ,.(�y. 19,52 -tANN DTIION i Y £YC ==.p II �' .{lam CF.F EL. p e FF£RAC5.29 9 (P. B. -R.) 1DS ® Ili ® IS ^sm �U 164e F ELe CC F. 19 siEvs - . _ ;-T 11 Il1l Mill ENIMGED 7 L01 T FF PA LER B4 fib - _ - I § i (CCCL W Cx°ncs SI ( W 22Sll w0FEED I I MATE RR ' 6 3J 2 q o ,Ie\� I N o 172 il5 ^RETAINING WALL 3E O s ,wPRovED ar DEP 4 ( In oa 17Z89' 49.51'I 2 I 62.63' .-°.r Aµ w _ 'All ,�,, 3�oon. TG PaGS 8-18'26"W 371.18La ' �co�MeR LAB � -- iC1A z 1 � I a I Q I I -- 1599'(CCC( nE J � a uzuz 370.41' — I N:78BJBJ.68 -�----- ---- — °SN w1H Krlr4lwv Am A/— E'965966.93 E%IBTWG2 STORY (CCCLB MNGLE FAMLY BTRUCNRE. I 7") Jx9ncs N. WJ90.40 Q E.' 966194.2J GMAGE B a15.2P NAw I _O 33' � J q y 18T FLOIXJ®.1B.SP IIAw I b I � W �R h m r (cisz ca ADJACENT BUILDING 1 ----- 2 0 m _ m Octp A PORTION OF #5777 L, � (cccEJ 'B' o m LOT 4, BLOCK (P8 l PC 15, PB.0 R) 2 p p 3 Q a ;LU I - ZVI, ___ '6B I"(ccc< of ®n OVERALL SITE PLAN AREA TABULATION eI1E umaeF IMPERVIOUS TABULATION ORNE AY �; 9F xueP xNPEAwaw RUMM BY DATE 0 eOaGNSRERMIT P°ET GA - D3.H 22 34 2 Qc 1STRE. SVSM. ER RDR ERR... ER REVIsaR IF STREAM RESUBM GA Ol - GL GL 0T.OB.22 D33112 021623 022723 041023 z T�..c 1 ' ��C n� a z U Zoo z� Mw R� a ,J rvh L rOy, NE/ � > Q VJ '- a h > V Job No. 2201009D fir!l0iiir,- 1{RM-AA(N)337L,` I 77 ri.�u'1I PROPOSED 1 ST FLOOR PLAN 3116 =1' 0" REVOONs BY DATE ��qns aEaurt sE3 �s1RswM subM. Qomu[R atvison QavnE0. abvision tll CIL C1L Pl ql 031E Y1 00.0].R 0)OB.Yi pB 31.Yt p116.Y3 Qj ovnE0. aEvision M 03.17.33 QcuIF SmFwM 0.Esu M 10.33 �1 O A M� O w V PG O Zz� Mw �a 00 Q W N w w 0 U N N y J U H �N a Qr x� U Job No. 2201009D FL-M1L0= FIRM-AAWIM Ell- A211 N N 00 r M 0 W cn C W a FRONT ELEVATION SIDE ELEVATION (SOUTH) REVER" BY DATE n,rxc rEnru* v sEr V 53asad suele ER 2EvisON QavmEn 1Evi— aL on OIL Oh 00. a31e.2z w 2 01.22 0831.22 0216.23 Qj WruEn aE .1- - 02.21.23 Q GVLF STRE- RESUBM 1023 z ��C)+ �O O a z w V O z� Mw �~ a Q � W N�T Frr-TTy'' � O m T � 0 JJ � J � v U _tee Job No. 2201009D A301 N N 00 r M REAR ELEVATION SIDE ELEVATION (NORTH REVNDM BY IDATE � PEaM. a sEi Q cuIE ST—M suOM. �axnEM nE.1. OR = M - 031822 04N 22 07 N 22 08.31.22 QaMmEn pension Qj bAmE*+REviMOry OK as 021E.23 022723 Q—FIT— nEsu M 04 %23 z O .Q zza W U O�z� M w C~ a n 1� M r� v I --I W f1 U� o. Q � G U Job No. 2201009D Fi_-b.MR6 FIRM AA(03,—'9 A302 I CONTROL STATIONS IN Us. SURVEY FEED STATION NAME: 06 78 G041978 PUBUSHEDCOOROINATES: N 788180.64 (Bea Swwwres Repel 7) E 96622ISO OBSERVED COORDINATES: N 788180.85 (Sea SwwwMa Rwpoa7a) E 966221.70 FE9AARICS FO. CONC. MONUMENT NO DISK (STELA ONLY) IATINDE 26'29'S6.15" (N) LONGITUDE 800 07.1T (W) STATION NAME 9389 A20 WBlLS1ED CODRDINAIFS: � N 791309.52 ee (SSuvrors Repro[ 7) E 966605.02 OBSERVED COORDINATES : N 791309.68 (Bee SwwsaS Repaa7a) E 966604.99 REMARKS TO. BRASS OISK 93 89 A20' LATITUDE 26'30'27.11' (N) LONGITUDE: 80'03'0270- (W) SECTION 34, TOWNSHIP 45 SOUTH, RANGE 43 EAST 2 8 � SEC77ON LINE SEA ROAD sg F 2 g y 2� E . SECTION 3, TOWNJR1 SOUTH, V d Wu R R o yi hoe &<a SITETOWN OF•(ES O BANYA 0 So z LOCATION SKETCH a (NOT TO SCALE) mLL 3 89 A-2D 90 FND BRASS DI N-7900952 (R)SN.' 791J09. 68 (M) COASTAL CONSTRUCTION CONTROL LINE DETAIL E.'96660502 (R) E956604.99 (M) (SCALE: 1" = 150") 0 150 300 N66706"11' 24 0' (P GRAPHIC SCALE IN FEET 1115D ATLANTIC OCEAN ON R-165 1974 (NOT RECOI£Am) M 790I4150 (R) E.966=44 (R) N85VOb5"W 1J7.00' (C) 1 11722r N C04 1978 5075 Lw' IY F01178 LONG MONUMENT NO DISK (STEM QYLY) —167 PM IBM19W M7881BD64 (R) N: 7wiao..85 (M) (NOT RECIDIVEO) E..96622L80 (R) E966221.70 (At) M 7892J858 (R) N42'51'J6'W 92.2Y (C E96616267 (R) S07Z 46l%w 917.9, S42SI'J6"W 471.84' (P) SfrE OASTAL CONSTRUCTION CONTROL LINE 767.66' (P.B. 80, PG. 137-155, P.B.C.R., DATED 8/22/97 5Y163/uw 1421.67' 101.IJ' ss2ee' SURVEYOR'S REPORT: 1. Reproductions of this Sketch are not valid without the signature and the original seal of a Florida Licensed Surveyor and Mapper. Additions or deletions to this survey map or report by other than the Signing party is prohibited without written consent of the signing party. 2. No Title Opinion or Abstract to the subject property has been provided. It is possible that there are Deeds, Easements, or other instruments (recorded or unrecorded) which may affect the subject property. No search of the Public Records has been made by the Surveyor. The land description shown hereon is in accord with lands described in Warranty Deed recorded in Official Records Book 32415, Page 728 of the Public Records of Palm Beach County, Florida. 3. No underground improvements were located. 4. The undersigned surveyor has no knowledge as to whether any of the hereon property is filled formerly submerged lands. 5. Bearings shown hereon are relative to the Coastal Construction Control Line recorded in Plat Book 80, Pages 137-155, Palm Beach County Records, having a bearing of S06'51'52"W. 6. Published Control Coordinates shown hereon are based upon the North American Datum of 1983 (NAD 83/90), 1990 adjustment, of the Stale Plane Coordinate System (Transverse Mercator Projection), Florida East Zone, as shown on Plat Book 80, Pages 137-155 of the Public Records of Palm Beach County, Florida. (a) Coordinates shown hereon are based on a Real-time Kinematic (RTK) CPS Control Survey which is certified to 0.3 feet accuracy (US Survey Foot), relative to the published control points showr hereon. (b) (i) Equipment Used: Leica GS1B High Precision GNSS (Multi Frequency Receiver). (N) Method: Virtual Reference Station CPS Network. (iii) Processing Software: Processing Software: Leica Infinity, Version 3.3. 7. Elevations indicated hereon are in feet and decimals referenced to the North American Vertical Datum of 1988 (NAVD 1988). To convert NAVD 1988 elevations to National Geodetic Vertical Datum of 1929 (NGVD 1929) for this property, the model value of -1.54 must be added algebraically to the NAVD 1988 height. 8. Benchmark Description: National Geodetic Control Point "Q 315" PID AD2706, Elevation = 14.05 feet (NAVD 1988). 9. The property described hereon lies within Flood Zones VE (EL 10). VE (EL 12) & X, as shown on the Federal Emergency Management Agency (FEMA) Flood Insurance Rate Map (FIRM) Number 12099CO981F, Community Number 125109, dated 10/05/2017. 10. Survey References: (a) Plot Book 80, Page 137-155, P.S.C.R. (b) F.O.O.T. right of way Map, Section 93060-2510 Sheet 15 of 51. (c) Plat Book 7, Page 15, P.S.C.R, (d) Plat Book 36, Pages. 91-107, P.B.C.R. 11. The Tidal Water Survey depicted hereon complies with Chapter 177, Part 11 Florida Statutes and is recorded in the public repository of the Florida Department of Environmental Protection, Bureau of Survey and Mapping as Mean High Water Survey File Number_ (a) Mean High Water Elevation was provided by Florida Department of Environmental Protection, Bureau of Survey and Mapping. Procedure: Extend the above Mean High Water height of Point Identificatior No. 100818 onto job site by conventional trigonometric leveling. (b) Seasonal High Water Elevation shown hereon is equal to the elevation of Mean High Water (0.44 feel, NAVD 1988) plus 150% of Mean Range (2.69 feet) which equals Seasonal High Water Elevation of 4.47 feet, NAVD 1988. Seasonal High Water Elevation was calculated by the Surveyor based on information provided by Florida Department of Environmental Protection, Bureau of Survey and Mapping. 12. Symbols shown hereon and in the legend may have been enlarged for clarity. These symbols have been plotted at the center of the field location and may not represent the actual shape or size of the feature. 13. This map is intended to be displayed at a scale of 1:240 (1'=20'). 14. Units of measurement are in U.S. Survey Feet and decimal parts thereof. Well identified features in this survey were field measured to a horizontal positional accuracy of 0.10'. 15. Property Address: 3813 N. Ocean Blvd., Gulf Sream, Florida. 16. Abbreviation Legend: A/C = Air conditioner, B.M. = Benchmark; C = Calculated; (i = Centerline; CCCL = Coastal Construction Control Line; E = Easting; EL. = Elevation; EQUIP = Equipment; F.B. _ Field Book; FD. = Found; F.D.O.T. = Florida Department of Transportation; F.F. = Finished Floor; ID. = Identification; L.B. = Licensed Business; M = Measured; N = Northing; NAVD = North American Vertical Datum; NGVD = National Geodetic Vertical Datum; O.R.B. = Official Record Book; P.B. = Plat Book; P.B.C.R. = Palm Beach County Records; PG. = Page; P.L.S. = Professional Land Surveyor; R = Recovered; W/CAP = With Surveyors Cap. 17. Property Owner: Dov Seidman 18. Reference Boundary Surveys were obtained from the Town of Gulf Streams website htips://www.gulf-stream.org and from the client for boundary control. LAND DESCRIPTION: All that part of Lot 3, Block 'B" of the Plat of Blocks A, B and Z, PALM BEACH SHORE ACRES, (OCEAN BOULEVARD ESTATES), according to the Plat thereof as recorded in Plat Book 7, Page 15, lying rn East of the center line of State Road A1A as now laid out, platted and surveyed, over, across and through Section 3, Township 46 South, Range 43 East, in conformity to and with that certain Right w of Way Deed dated January 14, 1948 from Howard C. Brokaw and wife to the County of Palm Beach recorded in Deed Book 833, Page 178, Public Records of Palm Beach County, Florida. of K Said lands situate in the Town of Gulf Stream, Palm Beach County, Florida and containing 37,080 square feet (0.8512 acres) more or less. c K to C o m"Qm J V mW a y Q 0 >> G ED o U 2 C1 fN� �rS z"q ~n OJ nmO_ � � N Z Y 0➢ m CERTIFICATION: I HEREBY CERTIFY that the attached Boundary and Tidal Water Survey of the hereon described property is true and correct to the best of my knowledge and belief as surveyed in the field under my direction. I FURTHER CERTIFY that this Boundary and Tidal Water Survey meets the Standards of Practice set forth in Chapter 5J-17, Florida Administrative Code, pursuant to Chapter 472, Florida Statutes, it complies with Chapter 177, Part 11 Florida Statutes and is recorded in the public repository of the Florida Department of Environmental Protection, Bureau of Surveying and Mopping as Mean o < High Water Survey File Number Digitally DAVID ERIC BREAUX, Jrr,, P.L.S. ned y DAVID ERIC N IL DN: cn=DAVID ERIC BREAUX, Jr, 3 Z N V) o m Mi ai c� Ul a ..5. o—Avirom &Associates PL Date. _________ BREAUX Jr, Inc DAVID ERIC BREAUX, Jr, P.L.S. o e$, ou Florida Registration No. 5957 email=eric@aviromsurvey.com, AVIROM & ASSOCIATES, INC. NOT VALID WITHOUT w w w P.L.S. c=US L B. No 3300 SHEETS 1 AND 2 v a o m . LL u n Date: 2022.03.30 10:09:12-04'00' .Irma 171IDA SECTION 3 I NORTH LINE OF N TOWNSHIP 46 SOUTH I RANGE 43 EAST SOUTH RIGHT-OF-WAY i ILL LINE OF SEA ROAD V 588T11'01"W 24237' (C) 24262' (M) - -- -- -- j I I xa mlMR La7s I I Iwn rxw I rvc 9N nl I Ns wIIOELRK mr r I I � I I IW Ij I IH W 1� I LOT 1 I o l o, I i I` Io I� I Im I^ IW IN I I r•°in I Io 12 I I I i I I 1 I � I I � I 3e I I � I do I v2 LOT 2 � y I 33' j I 33' I I I I i � I I i I a a ____ I 33.23' (C) I I I J323' (C) I I Ta £g I g / F 2 I l a 4 w ds Im U LOT 3 a W f a W ■ ` I I I I•a1s N g IS R�� •um7 6gg I 1 I I } 33.23' (C) _ i i°S` 3323' (C) I L r--_---588'01'01"W I I I I -- i I i I 1 0 I c n I � n I I I m I i I ^ �- e I I I I � � I I I I I I I I I � I ry h h h m O ^ I .-mw ya' Auv �EaM9� I scr sA1'nr RON ',INS SYtl' N.-788482.42 N:788484'08 E965979.02 E. 965922.89 56.15' •r I » GARAGE 'I.6, F.f. EL=I529 H. nwx urz scNsm ;,� PALER BRICK ORILEWAY o % PAIkR BRICK aly,y w2 ql I 0 IH ro h 52.82' r1a N1 -------- (NOT RECOVERED) 7658 - - E.•966166162.267 A PORION OF LOT I. BLOCK "B" (Fil. 7, PG IS P.B.CR) A PORTION OF LOT 2, BLOCK 'El" (P.8 7. PC. 15, P.6.CR) N88'18'26"E f A PORTION OF LOT 3, BLOCK -V I (P.a. 7, PG 15, P.6.CR) ' e 1848 F.F ELEL � � e; s M1 19.59 2 STORY RESIDENCE Uy� E f3813 17 HIGHEST F.F. EL = 19.59 ` LOWEST F.F. EL 1 B48 'p N I 144s• n � 2 o I � J ^ m� xo Iw W "A` U a Vim-' o I B'Tazz nE 159.9' Clyy � 370.41' as ae 224.09 * uTu LurT •ras �m�i'`s7.a II IAI•V ,0�^ I 17Z89' _ _•_ 1f "1—) 588'IS'26"W 371.18' ar�xaem ADJACENT BUILDING A PORTION OF I3777 LOT 4, BLOCK "B" (P.R.. 7, PC. 15, P.B.CR.) I I I I ^a I TI I I I I � I I I I I I I I I i I I I I I I I I I i � I I I 2 I I I i f I I I I , I I I I 0 20 40 I I I I GRAPHIC SCALE IN FEET I 1 p I I c"i I I I � I I a I u I I o I I I , I I I I I I 30' 11 l 30 I I I I m � I i o I I I I I I I s-7 va'nr I p I Am �P I I Y ArlMss tB ' U N: 68490.7 , I r1.s Eiue6203. . y ]a I a7 zw n Q m I 272 : NOTE 62 93" I ELEVATIONS SHOWN HEREON = I » » o ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 LL I I Q, �+ g (NAVD 1988) �YCI 2`� X » I I rae 3 I a a". 7 a a I .raa aal »•la I f o 4d Icorns 12 N 3 I • s IE I exams 2 N; A 3 e V I sI »I Iry S;`N n n I c u I28.�.S.:a IIn�7� n.P• ra 177.3' cca nEsyms Fwrnes[d alm' 6' 17.B (CCTV 71EJ 1 N:786790,40 I E.'966191.23 .F p l N v / � I , la O . R•' n I / / o 2T;ct nEJ o / o / 1�1 C'CCY nE � l I `1)b 06 78 G04 1978 -i-----`--" �- / p FOUND CONC. MONUMENT 1'.0/ NO DISK (STEM ONLY) I ly 0 4E 966221.80 (R) E.• 965221.70 (M) �6' •N9 S LEGEND moo- BACK ROW PREVENTOR VALVE 0 BENCHMARK 0 CABLETELEVIBION RISER ® CLFANOUT • ELECTRIC OUTLET • EKISTNO ELEVAMN OO IRRIGAT MCONTROL BOK MNLB UNIWOWN MANHd.E VA ® WATER METER NOT VALID WITHOUT SHEETS 1 AND 2 O s Seidman Residence 3813 N. Ocean Boulevard, Gulf Stream, FL TOWN OF GULF STREAM SITE DATA TABLE APR 19 261.:1 Gross Lot Area 37,080 Own of Gulf Stream, Effective Lot Area 22,703 FAR Calculations EXISTING DEMO NEW NET 1st Floor Living 4005 0 116 4121 Ceilings over 15' (double) 0 0 0 0 2nd Floor Living 1636 0 0 1636 1st Floor Covered (porches, overhangs > 2 2') 570 0 469 1039 2"d Floor Covered 0 0 0 0 Awnings > 3' and screen enclosure at 50% 0 0 0 Garage 944 0 0 944 Gross Floor Area 7155 0 0 7740 Out Buildings 0 0 0 0 Total Floor Area Proposed 7155 7740 First 20,000 X .33 6,600 per section 70-72 (b) up to 300 sf may exceed FAR. requesting 300sf over FAR 7,141sf + 300 sf = 7,441sf Over 20,000 X .20 541 Total Allowable FAR Per Manual 7,141 Total Hardscape Area 5,874 Required Landscape Area lot size x 40% 9,081(40%) Actual % Landscape Open Space Area 10,409 (45%) XADEPUTY SHARED\Bldg & Occ Reg Dept Forms\SITEDATA.DOC FL Sea Rd Sea Rd co CD Yodi 3 —000 I iar s 6fr i i i I i, iation IF I iwseo Rd I i ► pw)� Sao 71 1-1. ►Google L� rl 3813 �Jfl. a.i'e"' A Fib +r ��� ►�i�IN IIIIIUl�I�� �l�1111111 IIIIUI iilllllll�lllllllllliilliiill111111!' " fillHill, �fit. .� "•.�..- v 'I, �.. r� r ' 'r • �- �r ��.s �t Florida Department of Environmental Protection Bob Martinez Center 2600 Blair Stone Road Tallahassee, Florida 32399-2400 March 23, 2023 Darwin Stubbs, P.E. Dear Mr. Stubbs: Ron DeSantis Governor Jeanette Nunez Lt. Governor Shawn Hamilton Secretary Via Electronic Transmittal RECEIM APR 11 2023 Town of Gulf Stream, FL Consultation Letter CNS File Number: CNS-PB0292 Property Owner Name: HWP Main, LLC Location of Subject Property: Between approximately 525 feet and 625 feet north of Department reference monument R-168, in Palm Beach County Project Address: 3813 N Ocean Blvd., Gulf Stream This is in response to your letter dated March 7, 2023 requesting comments on the permitting requirements for an addition to an existing lanai seaward of the Coastal Construction Control Line (CCCL) at the subject property. The following information was submitted to the Department along with the letter: A site plan and cross section from Randall Stofft Architects. Rule 62B-33.005(9), F.A.C., requires "(a)ll structures, except those required for public safety, beach access, and those associated with dune restoration and special events, shall be located a sufficient distance landward of the beach and frontal dune to permit natural shoreline fluctuations, to preserve and protect beach and dune system stability, and to allow natural recovery to occur following storm -induced erosion. ...Where a rigid coastal structure exists it must be certified by an engineer licensed in the State of Florida or determined by the Department to provide protective value from a 15-year or greater return interval storm event, and the proposed major structures shall be located a sufficient distance landward of the rigid coastal structure to allow for future maintenance or repair of the rigid coastal structure...." Based on the property survey and site plan received on March 7, 2023 we can recommend approval of the location of the proposed lanai addition at a maximum distance of 152.5 feet seaward of the control line, which appears to satisfy the above rule criteria. All sand material excavated seaward of the control line in conjunction with this project must be redistributed seaward of the control line within the subject parcel. Additionally, the entire project should not significantly disturb dune vegetation seaward of the structure, should not include the planting of non-native or invasive vegetation seaward of the structure, and should not feature permanent exterior lighting fixtures that would interfere with the nesting activities of marine turtles. These comments are based upon the information provided and represent my assessment. You are also advised that you must meet all the requirements of Chapter 62B-33, F.A.C. This consultation does not constitute the approval of the Department; shall not bind the staff, the Division, or Secretary; and shall not relieve any person of any requirements of the Beach and Shore Preservation Act, or of Chapter 6213-33, F.A.C, or other applicable provisions of federal or state law, or local ordinance. If there exists a conflict between any staff representation and the act, laws, rules, codes or ordinances, then the act, laws, rules, codes or ordinances shall prevail. Darwin Stubbs, P.E. CNS-PB0292 March 23, 2023 If you have any questions, concerns, or need additional information, please contact me at the letterhead address (add Mail Station 3522), or by telephone at 850/245-7671, or by e-mail at nathan.bonanno(&floridadep.gov. Sincerely, Nathan Bonanno, Permit Manager Coastal Construction Control Line Program Office of Resilience and Coastal Protection _0 m v m z G) D m m r 1 LJ e O m cn m m v D Z 5 � 07 '� �" b• t'1 O �c n W • A . oiI ----------- 4R -- 6 � ! f PERMIT SET 03.18.22 �tii�3g!�8f�p�i sn 1'&a„�tv IR1►�19".,a I _1111�C1110 e$ in! 0n,,.xi III�hiRANDALL STOFFTSEIDMAN ARCHITECTS dtetinctiiw. inspirational. architecture. RENOVATIONg 3813 N. OCEAN BLVD. GULF STREAM, FLORIDA FLORIDA DEPARTMENT OF Environmental Protection Bob Martinez Center 2600 Blair Stone Road Tallahassee, FL 32399-2400 August 12, 2022 Darwin Stubbs, P.E. 649 US Hwy 1, Ste. 9 North Palm Beach, Florida 33408 No Permit Modification Required Permittee Name: HWP Main, LLC Permit File Number: PB-1406 Project Address: 3813 N Ocean Blvd, Gulf Stream Dear Mr. Stubbs: Ron DeSantls Governor Jeanette Nufiez Lt, Governor Shawn Hamilton Secretary ® RECEIVED APR 112023 Town of Gulf Stream, FL This will acknowledge the receipt of your request to alter the construction or activities authorized by the above referenced permit. An updated site plan was submitted as it relates to the above referenced request. The proposed alterations consist of the following: Inclusion of a 5-foot wide sodded lawn seaward of the pool deck, and locating the retaining wall to the seaward edge of the proposed lawn. The staff has determined that the alterations are minor and/or do not increase the potential for adverse impact on the beach/dune system or adjacent property. Therefore, no formal modification of the permit is required. All other conditions of the permit remain in effect. A copy of the approved revised plans is attached and need to be posted on the jobsite during construction. If you have any questions or concerns, or need additional information, please contact Nathan Bonanno, Permit Manger, by mail at the letterhead address (add Mail Station 3522), or by telephone at (850)245-7671, or by e-mail at nathan.bonanno&floridadep. gov. Sincerely, Nathan Bonanno, E.I., Permit Manager Coastal Construction Control Line Office of Resilience and Coastal Protection Attachment: Approved Plans Cc: David Kieckbusch, Field Inspector o ���if 1�7e(fN fill IT111 d = � g � 1y U N A —J 03 wit I rn NN) I 8 pP rn r L9 � _ O - 7 LQ gg P �a "� K z lei 0 - S 3 rn �mm p DZ g Dn (7)A nrn A yn oY� K O -u nrn -00 A m ct 0 I Ml R 0 0 ao<Poa 5., _ 3 m S --- OCEAN 8,,VA4D -- -- ins — _ i — y� I I--------- _ _I �4 QIgT I y 106, I �4 � P 1 I � II I I N o"gy I I I I � P I � 7 d Q I F .�� II - zzip QQ s I I I I I I ------------------------- o � O o p A tj $€ - Private GZesidence 5815 /`forth Ocean E)oulevard Rsgg`y m S Z Town of Gulf-ftreavn Paul James LaChance Gulfstream Shores Owners Association, Inc. Gulfstream Shores 3851 N. Ocean Blvd Gulf Stream, FL 33483 April 20, 2023 Ms. Renee Basel Town Clerk Town of Gulf Stream 100 Sea Road Gulf Stream, FL 33483 Dear Ms. Basel, The Board of Gulfstream Shores has reviewed the plans of Mr. Dov Seidman for his property at 3813 N. Ocean Blvd, Gulf Stream, Florida. Mr. Seidman has met with our community as a whole to discuss his proposed revision to his plans. We appreciate the open dialogue with our neighbor and his concern for our joint privacy. The Gulfstream Shores Board and the community support the proposed revisions to his project in general, provided that his plans meet all current DEP regulations. Thank you for your consideration and time. Sincerely, Paul Ja es LaChance Presi nt Gulfstream Shores Owners Association, Inc.