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HomeMy Public PortalAbout10 25 18 Agenda with back-upCHAIRMAN: VICE CHAIRMAN: BOARD MEMBER: ALTERNATE MEMBER Thomas Smith Malcolm Murphy Robert Dockerty S. Curtiss Roach Jorgette Smith Amanda Jones Caroline Delafield REGULAR MEETING AND PUBLIC HEARING BEING REVIEW AND PLANNING BOARD OF THE TOWN OF THURSDAY, OCTOBER 25, 2018 AT 8:30 A.M., COMMISSION CHAMBERS OF THE TOWN HALL, 100 FLORIDA. AGENDA I. Call to Order. October 18, 2018 HELD BY THE ARCHITECTURAL GULF STREAM, FLORIDA ON IN THE WILLIAM F. KOCH, JR. SEA ROAD, GULF STREAM, II. Roll Call. III. Minutes of the Regular Meeting and Public Hearing 9-27-18. IV. Additions, withdrawals, deferrals, arrangement of agenda items. V. Announcements. A. Meeting Dates 1. Regular Meeting & Public Hearing a. November 15, 2018 at 8:30 A.M. b. December 27, 2018 at 8:30 A.M. C. January 24, 2019 at 8:30 A.M. d. February 28, 2019 at 8:30 A.M. e. March 28, 2019 at 8:30 A.M. VI. PUBLIC HEARING. A. Declaration of Ex -Parte Communication B. Administer Oaths C. Applications for Development Approval 1. An application submitted by Mark Marsh, Architect, as Agent for East Bluff Trust, the owner of property located at 3377 North Ocean Boulevard, Gulf Stream, Florida, which is legally described as Gulf Stream Ocean Tracts, N 55 ft. of Lt 5, S 45 ft. of Lt 6 & WLY 45 ft. of N 45 ft. of S 90 ft. of Tract 6 as in OR 2060 P1170. a. DEMOLITION PERMIT to remove existing buildings from site. b. LAND CLEARING PERMIT to prepare for new construction. c. NORTH OCEAN BOULEVARD OVERLAY PERMIT to install landscape material and driveways within the Overlay Corridor. d. LEVEL III ARCHITECTURAL/SITE PLAN REVIEW to permit the construction of a 7,612 sq. ft., two-story, single family, Contemporary Anglo Caribbean -style dwelling with attached single story garage and guest house and a swimming pool. 2. An application submitted by Carlos Linares, Architect, as Agent for Kevin and Michelle Clark, the owner of property located at 3400 Polo Drive, Gulf Stream, Florida, which is legally described as Lot 10 & N 50' of Lot 11 in Polo Cove Subdivision. a. DEMOLITION PERMIT to remove existing buildings. b. SPECIAL EXCEPTION #1 to permit a 30 ft. rear setback. c. SPECIAL EXCEPTION #2 to permit 166 sq. ft. that exceeds the maximum floor area ratio of 7,410 sq. ft. AGENDA CONTINUED d. LEVEL III ARCHITECTURAL/SITE PLAN REVIEW to permit construction of a two-story, 7,574 square foot single family Bermuda -style home with attached garage, pool and pool pavilion. VII. Items by Staff. VIII. Items by Board Members. IX. Public. X. Adjournment. SHOULD ANY INTERESTED PARTY SEEK TO APPEAL ANY DECISION MADE BY THE ARCHITECTURAL REVIEW AND PLANNING BOARD WITH RESPECT TO ANY MATTER CONSIDERED AT THIS MEETING, SAID PARTY WILL NEED A RECORD OF THE PROCEEDINGS, AND FOR SUCH PURPOSE, MAY NEED TO INSURE THAT A VERBATIM RECORD OF THE PROCEEDINGS IS MADE, WHICH RECORD INCLUDES THE TESTIMONY AND EVIDENCE UPON WHICH THE APPEAL IS TO BE BASED. 286.0105, F.S.S. MINUTES OF THE REGULAR MEETING AND PUBLIC HEARING HELD BY THE ARCHITECTURAL REVIEW AND PLANNING BOARD OF THE TOWN OF GULF STREAM, FLORIDA ON THURSDAY, SEPTEMBER 27, 2018 AT 8:30 A.M., IN THE WILLIAM F. KOCH, JR. COMMISSION CHAMBERS OF THE TOWN HALL, 100 SEA ROAD, GULF STREAM, FLORIDA. I. Call to Order. Chairman Smith called the meeting to order at 8:30 A.M. II. Roll Call. Present and Thomas Smith / .Chairman Participating: Malcolm Murphy Vice Chairman Jorgette Smith Board Member Caroline Delafield Alternate Board Member Also Present & Gregory Dunhati- '-Town Manager Participating: Edward Nazzro `'`•.. Staff Attorney Rita Tayl.or- Town Clerk Absent W/Notice: CurtisscQ:ach Board,Member Robert Dockerty ' Board Member Amanda Jones.,- � Alternat-e Member John Randolph' ' ,._.. " Town Attorney v III. Minutes of the Refgul,4r Meeting and P.kiblic Hearing 7-26-18. Vice Chairman Murphy moved and Mrs. SMith seconded the motion to approve the minutes of July 26, 201E and all votg4 AYE at roll call. IV. Additions, withdrawals, deferrals,,arrangement of agenda items. There wete no charges to the agenda. V. Announcements. A.., Meeting Dates//�� ;r 1. Regular�Meeting &;, Publric Hearing a., October 25, 2018.4t 8:30 A.M. b. November.15, 2018 at 8:30 A.M. c. December'<27,�„2018 at 8:30 A.M. d. Janizary 24�1'2019 at 8:30 A.M. e. February 2-8, 2019 at 8:30 A.M. Chairman 'Smith called attention to the future meeting dates and Vice Chairman'Murphy said he will be unable to attend the meeting on January.24,,-'2019. VI. PUBLIC HEARI14G. A. Declaration of Ex -Parte Communication There was no Ex -Parte Communication declared. B. Administer Oaths The Town Clerk administered the Oath to Daniel Mahoney, Scott Bowling and Kenneth Herzog. C. Items Related to Previous Approvals 1. A REVISION of the Landscaping previously approved for 960 Indigo Pt., legally described as Lot 70 and that part of Lot 69, Place Au Soleil. Scott Bowling, owner of Master Gardeners Nursery & Landscaping, Inc. stated that the first drawing that was submitted was Minutes of ARPB Regular Meeting & Public Hearing Held 9-27-18 @ 8:30 A.M. a preliminary drawing and that the owners, during the construction of the house, had decided on a number of changes to the plan. The Town Manager explained that what has been referred to as a preliminary plan is actually the plan that was approved by the ARPB and the Town Commission and there is NO preliminary plan. He asked that the copy of the approved plan from the Town Files be displayed along with a copy of the REVISED PLAN and that each change that is being requested be individually pointed out. Nearly all of the!tree varieties were changed and a number of additional trees added. At the request of Mr. Dunham, Mr. Bowling:reported that the very tall ficus hedge was shown to be removed on th6.,original approved plan. He said it has been decided to keep this.R�t'all hedge as it screens the second floor of the new home and it, would e several years before a new hedge would reach this height. Hedded that the existing ficus is a variety that does not attract th�-white-fly and they have.trimmed and fertilized the entire hedge on both` idesEy.,Mr. Bowling sai the understood the neighbor had concerns with tie and to the rdots from the hedge in his drain field but the neigAor ha`s the same type of hedge planted on his side of th.e\property line'and there is usually a root barrier installed along ;the ,,side of the dra<n fields to prevent intrusion. F Mrs. Smith asked if""'the pavers on the property(wll be the same as were approved on the/original,.design:,Mr. Bowling assured they are the same with ceramic lythe rear*Nand concrete in the front driveway, but there are a few less`' inw the bac - Chairman..Smith commented that,�he finds the changes and the plants to be beautiful but when plans are approved.by both boards it is expected that ;Vhen the matezial a�gtually gees installed it will somewhat resemble..what was approved:. He observed that it appears that what is being considered today star`tedyfrom scratch and asked Mr. Bowling if he had considered this at,.all. Mr. Bowling apologized 4nd said it was his fault, that there was a timing problem with delivery of the material. Chairman Smith then asked if there had been any communication from the neighbors to which the Town Clerk replied that the neighbor next door, who is still up north, has asked that her comments be read into the record at this hearing. A copy of Mrs. Glovsky's comments is attached and made a part of this record. In summary, Mrs. Glovsky is requesting that the large ficus hedge be removed as was shown on the original plan and as has been recommended by the septic tank contractor. It was noted that if the tall hedge were to be removed, the second story would be exposed. Mr. Nazzaro reminded that there is a section in the Code that requires second stories to be screened to protect the 2 Minutes of ARPB Regular Meeting & Public Hearing Held 9-27-18 @ 8:30 A.M. privacy of the neighbors. Town Manager Dunham advised that the revised plan had been sent back to the civil engineer to re-evaluate the water retention and a revised drawing and a letter from the engineer is on file that shows this plan does meet the retention requirements. Mrs. Smith moved to approve the revised landscape plan with the conditions that any minor modifications to the/landscape plan shall be submitted to the Town Manager for review and/pproval and any major modifications shall be brought back to th ARPB forreview prior to commencement of any landscaping. Mrs. DelL l�dtiseconded the motion and all voted AYE at the roll call. �a VII. Items by Staff. There were no items from ttae staff. VIII. Items by Board Members. �. There were no items from the Board Members. IX. Public. There was no comdierit�' from the public. X. Adjournment. �: w Chairman Smith adjourned; the ,Meeting at '3 : 2 0 A.M. `j r` a 1 k . Rita L, Naylor Town ;Clerk 3 Rita Taylor From: Sue Glovsky <ssg09O4@aol.com> Sent: Tuesday, September 25, 2018 12:21 PM To: Rita Taylor Subject: Herzog revised landscape plan meeting 10/27 To: The Architectural Review and Planning Board of the Town of Gulf Stream From: Bob and Sue Glovsky 940 Indigo Point Gulfstream, Florida 33483 508-596-4900 This is to advise and give permission to Rita Taylor, Town Clerk of Gulfstream, to read our statement and results at the review hearing on Thursday, September 27, 2018, for the revised landscape plan of Ken Herzog. The Herzog property have ficus trees that have compromised our septic system. We have submitted a letter from the Raider Rooter company detailing the inspection as well as videos and pictures taken with their camera equipment. We now will be replacing our septic system because of age and because of ficus root issues. We need the ficus removed as was included in the original landscaping plan. Going forward we have no problems with their landscape plan as regards to choice of trees, bushes, etc as long as the ficus between our properties are removed. We look forward to the Herzog property finally reaching completion and having them as neighbors. Sincerely, Bob and Sue Glovsky Sent from my iPad Raider Rooter (561) 737-8818 Phone 804 SE 1st Street office@raiderrooter.com Ste A '� www.raiderrooter-com Boynton Beach FL 33435 Bill To Sue Glovsky 940 Indigo Pointe Delray Beach FL 33483 Work Order # 10025 Invoice 17773 Ship To Sue Glovsky 940 Indigo Pointe Delray Beach FL 33483 Transaction Date: 09/25/2018 Terms: Due on receipt Item Description Camera Line Camera Line Camera inspection performed via septic tank Video footage of mainline, outgoing line and interic septic tank - Upon arrival tech met neighbor and raider rooter p truck driver. Large privacy wall of Ficus bushed located approx 5 ft away from tank and drain field. Septic tank wa: pumped to gain adequate visual confirmation of ini tank. Found root intrusion inside septic tank indicating tz compromised at penetration and possibly at lid se, Bottom of septic tank has rebar visible and pitted c Septic tank deteriorating and root intruded. Camera footage of interior of tank obtained by teci Performed camera inspection of mainline via septi inlet. Extreme belly found immediately upsteam of inlet. Roots inside mainline where belly is located. possibly created over time by roots and settling. N issues found in mainline and camera inspection w performed up stream to approximately 30ft. Came inspection of outgoing line to drainfield via outgoin Camera inspection shows root intrusion and heavy build up inside drainfield. Footage/view periodical) obstructed due to sludge. Camera resets at 13 ft e obvious roots can be seen along with other roots c walls throughout footage. Unknown age of drainfield and tank. "Recommend drainfield and tank replacement, m repair, along with ficus bush removal.`* Pump Septic I Pump Septic Tank- Pumped 1500 gallons Quantity Price Amount S!] 50 1 $499.00 $499. r of amp mately erior of nk is m. oncrete. i onsite. tank tank Belly i other Is -a 3 baffle. sludge r nd n pipe ainline 1.5 $275.00 $412 S!] 50 TOWN OF GULF STREAM ARCHITECTURAL REVIEW AND PLANNING REPORT Application #: 018-12 Owner: East Bluff Trust Address: 3377 North Ocean Boulevard Agent: Mark Marsh, Bridges, Marsh and Associates Proposed Improvement: The construction of a two-story, 7,612 sq. ft. single- family, Contemporary Anglo Caribbean style home with attached single -story garage and guest house, and a swimming pool. Approvals Requested: Land Clearing Permit: To prepare for new construction. Demolition Permit: To demolish the existing buildings on the site. North Ocean Blvd. Overlay Permit: To install landscape material and driveways within the Overlay Corridor. Level III Architectural/Site Plan: To permit the construction of a two-story, 7,612 sq. ft. single-family Contemporary Anglo Caribbean style home with attached single -story garage and guest house, and a swimming pool. Gross Lot size: 47,748 sq. ft. Effective Lot Area: 26,620 sq. ft. Proposed Total Floor Area: 7,637 sq. ft. Allowable: 7,924 sq. ft. Zoning District: RS -B Issues Considered During Review: Second Floor Eave Height: 21' Section 66-321 North Ocean Boulevard Overlay District Section 70-67 Effective lot area Section 70-70 Floor area calculations Section 70-73 Second floor area Section 70-74 Setbacks Section 70-100 Roof and eave heights Section 70-187 Table of district standards Note: Application appears to meet the standards for approval. Motion to recommend approval of a land clearing permit. Motion to recommend approval of a demolition permit. Motion to recommend approval of a North Ocean Boulevard Overlay permit. Motion to recommend approval of a Level III Architectural/ Site Plan based on a finding that Town of Gulf Stream TOWN OF GULF STREAM, FLORIDA 10- RECEIVED q OCT -5 ?019 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. ARPB File # PART II. GENERAL INFORMATION To be completed by all applicants. A. Project Information LAA. Project/Owner Name: EAST BLUFF TRUST I.A.2. Project Address: 3377 North Ocean Blvd., Gulf Stream I.A.3. Project Property Legal Description: See Attached LAA. Project Description (describe in detail, including # of stories, etc.) Demolition of an existing residence and construction of a new two story res-iden(c, and associated hardscape/landscaping improvements. I.A.5. Square Footage of New Structure or Addition: Architectural style: — I.A.6. Check all that apply: 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 E) Variance (complete section G) Non-residential uses (complete Section F) I.A.7. Proposed F.F.E: B. Owner Information 1.B.1. Owner Address: +/-17.0 NAVD Type of Foundation: Piling. PO Box 860, Saratoga Springs, NY 12866 I.B.2. Owner Phone Number: I.B.3. Owner Signature: C. Agent Information 917-843-4655 Fax: I.C.1. Agent Name and Firm Name: Bridges, Marsh & Associates, Inc. I.C.2. Agent Address: 18 Via Mizner, Palm Beach, FL 33480 � ^ I.C.3. Agent Phone Number (OP 61 . 2 533 I.C.4. Agent Signature: Official Use Only Pre -App Date: _ App Date: Com Date: Decision: ARP6r Date: Recommendation: TC Date: Fax Application for Development Approval, Form ADA.32000 Page 2 September 2004 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? RS -B III.A.2. Is the project compatible with the intent of the zoning district ? es No Explain: The proposed new residence conforms to all existi Development and Zoning criteria. III.A.3. Is the project consistent with the Future Land Use Map and goals, objectives and policies of the Comprehensive Plan? Yes No Explain: Conforms to all future land use goals and through the Zoning compliance set a standard for future land use c,t,; III.A.4. How are ingress and egress to the property to be provided? Existing single driveway III.A.5. How are the following utilities being provided to the property? a. Stormwater Drainage On site b. Sanitary Sewer se]Dt-ic. system c. Potable water Public d. Irrigation Water Public e. Electricity FP&L f. Telephone Bellsouth ATT g. Gas FPU h. Cable Television 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 project is proposed with a single structure connected by breezeways and meets criteria in Section 66-144. 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 i olve land area within fifty feet (50') of the Al A (North Ocean Boulevard) right-of-way? Ye 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 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 portionAaQexisting vacant lot or more than fifty percent (50%) of the landscape area of a developed lot? Yes No (If "Yes", Section D of this part must be completed.) IV.A.4. Does the project require approval of a Special Exception? YesNo (If "Yes", Section E of this part must be completed.) IV.A.5. Is the pro' t at variance with any regulations contained in the Zoning Code? Yes (If "Yes", Section G of this part must be completed.) I► RECEIVED ® Page 3 Application for Development Approval, Form ADA.32000 - 5 20�� September 2004 OCT Town of Gulf Stream, FL 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? Existing mature trees will be relocated on the property and used to sublement the perimeter landscape buffers. IV.B.2. Describe the need and justification for the disturbance/addition: Due to DEP requirements of increasing the elevation of the existing grades, existing landscaping maybe affected. 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 No Explain: The contrary, landscape imj2rovements will create openess and enhance view and open space. IV.B.4. How is the design consistent with the A1A Landscape Enhancement Project? Reusing mature existing plant material. 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: By relocaton of existing mature plant material the result will be a improved aesthetic quality complimenting the high landscape standard of the surrounding neighborhood. C. Projects Requiring a Demolition Permit IV.C.1. When are the existing structures to be demolished? Spring of 2019 IV.C.2. When are the proposed structures to be constructed? 201 9 20 IV.C.3. What is the landmark status of the structures to be demolished? N/A D. Projects Requiring a Land Clearing Permit IV.D.1. Describe those vegetative materials of 8 inches in diameter and greater to be North Ocean Boulevard Overlay District: IV.D.2. Describe the need and justification for the removal/relocation: IV.D.3. How is the removal from the project site of vegetation to be mitigated: IV.D.4. How are the remaining and relocated vegetative materials to be protected and preserved during the land clearing and constriction activities and thereafter? IV.D.5. What replacement materials are proposed? c'VE® Application for Development Approval, Form ADA.32000 �► ECG Page 4 September 2004 OCT 101M of Gulf Stream, FL Lor 6 ► RECEIVED A OCT 112018 Town of Gulf Stream, FL � g ° / J s64vos,•e ~ .,PEl z•"� ^�Rj N Q 4a&° RX 5/B'M111 Q Ym i. ° CCAC WALK A C PAD + ALK + 1/9.63' FOLIO 211z• (so O 3°� 9 2Bo• N FL A C +,Z Low 52 +uz 407. 5, Q OGP +9.$ J4• LS9• Bt9' S84.4051 /t7 " r: 2 STORY N +n5 FZ ?0' P LM 2 ' PALM V52J505• +�, PALM• 6 0.M +KZJ 258' (�MA i W'FALM +0.2 +7.2 WALL WAIL +87 4.2 + 17.2' AS PALM• +Kt/l 20• C z4.T O `� D C ON C M'%ALN /I 9 Np 2 STa.E WALL Dear .G.Y Ln i.� J1J•K 20'8y W U • n.PALM L 0 T 6 I Sra-S ..,; w.+t-pJ• o !yl`9 PALM 0 C E A N U T R + R SAM I +9.4 LNY' -te}}r A_+ FIXMJA/N " y 0.J' LOT S +n7 _� �� +KZI J SRF g W +9.4 tl 0 jj({ +114jJ +0.80 !2J-�_"�'---__-3L'1 �y +dp ; 4 +IL2 ^ N., [t]ASTAL C(YSr,B,G., IR L!•E' DA�D�V -A WpaA WALK ,t Js +AzS x W --- Ylywu l V v A'ECLATgq yL>� I +n7 M.7 W +].2 5 172 4 3 i !d 12J'yp 20'•11'PALM y m / OAS �AAOf ®CQo +n J6 0.9+ 26' ty FL OCR +12.21 N L T 5 , G Ll L E -zSJ' Pe +n62 WALL 39.9' h, 182' yJ2.0' STEPS L2' PALM 0 C E A N T R REAM p' T A + +)ti /C • PALM •Q• PA[M 12' PAW +nl S =� JOO. z�OMOA.. r +/2 08 STEPS WITH LAAO • nl I z�'2• +v.., �y e aJ'EASr) 12545• +1t/ Cp,COI'F9 S84.4D•5Y(: A T9. OLES�I}l �°TY, J n 9E IS ASSZI�'p TO -AR 584 j SYE. t +113 234.61' e NTACOIrryA: COYTA]( A[ A0E 751 � AL:UST +AJ.2 22 19gJ +9.I N h +7.6 N DESCRIPTION: SCCT/ LA•E LOr 5 THE SOUTH 100 FEET OF THE FOLLOWING DESCRIBED PARCEL: e PORTIONS OF LOTS 5 AND 6 OF GULFSTREAM OCEAN TRACTS, ACCORD/NG TO THE PLAT THEREOF RECORDED /N PLAT BOOK „y /6, PAGE 61, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA, DESCRIBED AND BOUNDED AS FOLLOWS., a ON THE NORTH BY A LINE PARALLEL TO AND 245 FEET SOUTHERLY s FROM MEASURED AT RIGHT ANGLES TO THE NORTHERLY LINE OF SAID LOT 6: LEGEND: ON THE SOUTH BY A LINE PARALLEL TO AND 275 FEET NORTHERLY FROM, MEASURED AT RIGHT ANGLES TO THE SOUTHERLY LINE OF MAP OF BOUNDARY SURVEY SAID LOT 5: OWNER: EAST BLLFF TRUSST = CENTERLINE ON THE WEST BY THE EASTERLY RIGHT OF WAY LINE OF THE OCEAN ADDRESS .• J377 N. OCEAN BLVD. GULFSTREAM, FLORIDA JJ48J +12.74 = ELEVATION BASED ON NORTH BOULEVARD (STATE ROAD A -1-A), AND ON THE EAST BY THE WATERS Mr /K9'LV84.E AMERICAN VERTICAL DATUM 1988, SOURCE OF THE ATLANTIC OCEAN. 1 trRmr txxrrr nur na Swvrr WAS MAtr uaER au6rz MO Ac TS Tr STAtaAAW � PRACTT£ AS SET F TH er Tc fLORDA FLORIDA GEOLOGICAL SURVEY BENCHMARK 635' TOGETHER WITH THE FOLLOW/NG DESCRIBED PARCEL: �� ��°�� m L-. -ANT TD ¢c 42UZ ST�nir¢� 7nOwA h C.A. = CENTRAL ANGLE A PART OF LOT 6 OF GULFSTREAM OCEAN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED /N PLAT BOOK 16, PAGE 81, PUBLIC K R. = RADIUS RECORDS OF PALM BEACH COUNTY, FLORIDA, DESCRIBED AND BOUNDED AS FOLLOWS PAUL D. ENGLE h C.B. =CHORD BEAR/NG BEGINNING AT THE INTERSECTION OF A LINE 245.0 FEET SOUTH OF As SURVEYOR AND MAPPER }5708 'T FLOOD ZONE: B & V8 (EL 10) MEASURED AT RIGHT ANGLES, AND PARALLEL WITH THE NORTH LINE OF LAxHssEa sm•Erm Aw MM4rn 4 CONC = CONCRETE (S(AID LOT 6• AND THE)) EASTERLY RIGHT OF WAY LINE OF OCEAN BOULEVARD SAID AANGLES TO RA LEL THE 'STANCE OF 36.94AfEET ETHENCE SOUTHERL YNAT RIGHT O'BRIEN, SUI TER & O'BRIEN, INC. W.M. = WATER METER PREVIOUSLY DESCRIBED COURSE„ A DISTANCE OF 45.0 FEET TO AN LAND SURVEYORS U.B. = UTILITY BOX INTERSECTION WITH A LINE 290.0 FEET SOUTH OF, AS MEASURED AT RIGHT ANGLES AND PARALLEL WITH THE SAID NORTH LINE OF LOT 6; THENCE CERrIFlOATE Cr Aurho9zAntzv jiBu3 WESTERLY, ALONG SAID PARALLEL LINE, A DISTANCE OF 45.0 FEET TO AN SLRVEYOR ANO MAPPER IN RESPGYSIBLE CHARGE- PAL. 0. ON7.E A99M• A/C = CONCRETE A/C PAD INTERSECTION WITH THE SAID EASTERLY RIGHT OF WAY LINE OF OCEAN 955 N.W. 17TH AVEAM SUrE K -t DELRAY BEACH FLOROA J3445 K6•97p BOULEVARD (STATE ROAD A -1-A); THENCE NORTHERLY, ALONG SAID EASTERLY RIGHT OF WAY LINE, A DISTANCE OF 45.72 FEET TO THE POINT (561) 276-4501 7J2-3279 FAX 176-2J90 72 �. PLFMAIENT REfERE/KE �AKx19ENI GS 7B pp5 a7B OF BEGINNING. 611E <X 9RY£Y /i;R5 8/21/6 -MTD tiD cca 66YD , _ on SITE 36.94_ II � LOCATION MAP N.T.S. COASTAL CONSTRUCTION CONTROL I UNE (PLAT BOOK 80, PAGE 152) RECORDED AUGUST 22, 1997 I --- - - - — ' 51.78' I �Ir ---------------------------- 4 I , , I r I h I EXISTING DRIVE WAY --i �-------------------- I TO BE DEMOLISHm0 r I ZTEXO ISTING RESIDENCE BE DEMOLISHED ------------ ------------ ' I II I � ' I I ` Fes___________________________________s_i____I ,` ----------------- L L r____________ I I ( II I I I , I --------------- EXISTING SITE WALL TO BE DEMOLISHED I�---_-- II r -t j' I I li 5 f XISTING POOL II li ti BE DEMOLISHED r III r__________ - TO ( yI, EXI G FOUNTAIN '0TO SENDEMOLISHED� 1 I III''IIII' I III'iii rIIF � , -- -------- EXISTING SITE WALL TOBE DEMOLISHED�I II I I L________ 467.62' SITE PLAN C .E.Tj1L CONSTRUCTION GE 152) UNE PLAT BOOK 60, PACE 152) RECO DED AUGUST 22, 1997 I I DEMOLITION NOTES 1. WORK INCLUDED: A. REMOVE DESIGNATED BUILDING EQUIPMENT AND FIXTURES. B. REMOVE DESIGNATED PARTITIONS AND COMPONENTS. C. CAP AND IDENTIFY EXPOSED UTILITIES. D. PROVIDE TEMPORARY PARTITIONS TO ALLOW CONTINUED BUILDING OCCUPANCY BY OWNER. 1. DO NOT INTERFERE WITH USE OF ADJACENT BUILDINGS. MAINTAIN FREE AND SAFE PASSAGE TO AND FROM. 2. PREVENT MOVEMENT AND SETTLEMENT OF STRUCTURES. PROVIDE AND PLACE BRACING OR SHORING AND BE RESPONSIBLE FOR SAFETY AND SUPPORT OF STRUCTURE. ASSUME LIABILITY FOR SUCH MOVEMENT, SETTLEMENT, DAMAGE, OR INJURY. 3. CEASE OPERATIONS AND NOTIFY ARCHITECT IMMEDIATELY, IF SAFETY OF STRUCTURE APPEARS TO BE ENDANGERED. TAKE PRECAUTIONS TO PROPERLY SUPPORT STRUCTURE. DO NOT RESUME OPERATIONS UNTIL SAFETY IS RESTORED. 4. PROVIDE, ERECT, AND MAINTAIN BARRICADES, LIGHTING, AND GUARD RAILS AS REQUIRED BY APPUCABLE REGULATORY ADVISORY TO PROTECT OCCUPANTS OF BUILDING AND WORKERS. EXISl1NG SERVICES 1. ARRANGE AND PAY FOR DISCONNECTING, REMOVING AND CAPPING UTILITY SERVICES WITHIN AREAS OF DEMOUTION. DISCONNECT AND STUB OFF. NOTIFY THE AFFECTED UTILITY COMPANY IN ADVANCE AND OBTAIN APPROVAL BEFORE STARTING THIS WORK. 2. PLACE MARKERS TO INDICATE LOCATION OF DISCONNECTED SERVICES. IDENTIFY SERVICE UNES AND CAPPING LOCATIONS ON PROJECT RECORD DOCUMENTS. 407.45' 119.63' EXISTING RESIDENCE TO BE DEMOLISHEDD ZEXI-N. RESIDENCE O BE DEMOUSHED7 I I ,T1 "T LLLLL _____JJJJJ ISTING PATIO TO E DEMOLISHEDI � { I I ------------ ------------- PRODUCTS 1. EXCEPT WHERE NOTED OTHERWISE, MAINTAIN POSSESSION OF MATERIALS BEING DEMOLISHED. IMMEDIATELY REMOVE FROM SITE. 2. CAREFULLY REMOVE, STORE AND PROTECT FOR RE -INSTALLATION MATERIALS TO BE REUSED EXECUTION 1. ERECT WEATHERPROOF CLOSURES FOR EXTERIOR OPENINGS. MAINTAIN EXIT REQUIREMENTS 2. ERECT AND MAINTAIN RUSTPROOF PARTITIONS AS REQUIRED TO PREVENT SPREAD OF DUST, FUMES AND SMOKE TO OTHER PARTS OF THE BUILDING. ON COMPLETION, REMOVE PARTITIONS AND REPAIR DAMAGED SURFACES TO MATCH ADJACENT SURFACES, 3. PROVIDE PROPER PROTECTION FROM FALLING OBJECTS OVER ENTRANCES WHICH ARE TO BE KEPT OPEN DURING NORMAL WORKING HOURS. 4. CARRY OUT DEMOLITION WORK TO CAUSE AS LITTLE INCONVENIENCE TO ADJACENT OCCUPIED BUILDING AREAS AS POSSIBLE. DEMOLITION 1. DEMOUSH IN AN ORDERLY AND CAREFUL MANNER AS REQUIRED TO ACCOMMODATE NEW WORK, INCLUDING THAT REQUIRED FOR CONNECTION TO THE EXISTING BUILDING. PROTECT EXISTING FOUNDATIONS AND SUPPORTING STRUCTURAL MEMBERS. 2. REPAIR ALL DEMOLITION PERFORMED IN EXCESS OF THAT REQUIRED, AT NO COST. 3. BURNING OF MATERIALS ON SITE IS NOT PERMITTED. 4. REMOVE FROM SITE, CONTAMINATED, VERMIN INFESTED OR DANGEROUS MATERIALS ENCOUNTERED AND DISPOSE OF BY SAFE MEANS SO AS NOT TO ENDANGER HEALTH OF WORKERS AND PUBLIC 5. REMOVE DEMOLISHED MATERIALS, TOOLS AND EQUIPMENT FROM SITE UPON COMPLETION OF WORK. LEAVE SITE IN A CONDITION ACCEPTABLE TO THE OWNER. c-- _ 236 05' .—— — I � I � I COASTAL CONSTRUCTION CONTROL LINE (PLAT BOOK 36, PAGE 104) DATED NOV. 1978 I �I I ► RECEIVED OCT 112018 (1) Town of Gulf Stream, FL NORTH SEASONAL HIGH WATER UNE ELEVATION +4.43 ASSOCIATES, :fight— Via Mi— .h Beech, Florida 3341 Phone: (581) 832 1533 Fez: (561) 832 1520 IDMI01MON z sm Pi" � a I � I 21804 0 O IO O a ��F� F Ima NO m.xNes mx ms r NLS REno IN [MJIxM[pW� e�E c4 namcw srrnunL Ircwilwz; NO xm�xa srcc-ws Kw mnmsn� w��.ue, �w �TExox DESCRIPTION THE SOUTH 100 FEET OF THE FOLLOWING DESCRIBED PARCEL.- PORTIONS ARCEL PORTIONS OF LOTS 5 AND 6, OF GULFSTREAM OCEAN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 16, PAGE 81, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA, DESCRIBED AND BOUNDED AS FOLLOWS: ON THE NORTH BY A UNE PARALLEL TO AND 245 FEET SOUTHERLY FROM MEASURED AT RIGHT ANGLES TO THE NORTHERLY LINE OF SAID LOT S. ON THE SOUTH BY A UNE PARALLEL TO AND 275 FEET NORTHERLY FROM, MEASURED AT RIGHT ANGLES TO THE SOUTHERLY LINE OF SAID LOT 5: ON THE WEST BY THE EASTERLY RIGHT OF WAY LINE OF THE OCEAN BOULEVARD (STATE ROAD A -1—A), AND ON THE EAST BY THE WATERS OF THE ATLANTIC OCEAN. TOGETHER PATH THE FOLLOWING DESCRIBED PARCEL A PART OF LOT 6 OF OULFSTREAM OCEAN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 16, PAGE 81, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA, DESCRIBED AND BOUNDED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF A LINE 245.0 FEET SOUTH OF AS MEASURED AT RIGHT ANGLES, AND PARALLEL WITH THE NORTH LINE OF SAID LOT 6,AND THE EASTERLY RIGHT OF WAY LINE OF OCEAN BOULEVARD (STATE ROAD A -1—A); THENCE EASTERLY, ALONG SAID PARALLEL LINE, A DISTANCE OF 36.94 FEET; THENCE SOUTHERLY, AT RIGHT ANGLES TO THE PREVIOUSLY DESCRIBED E„ COURSA DISTANCE OF 45.0 FEET TO AN INTERSECTION WITH A UNE 290.0 FEET SOUTH OF, AS MEASURED AT RIGHT ANGLES, AND PARALLEL WITH THE SAID NORTH LINE OF LOT 6; THENCE WESTERLY, ALONG SAID PARALLEL LINE, A DISTANCE OF 45.0 FEET TO AN INTERSECTION WITH THE SAID EASTERLY RIGHT OF WAY LINE OF OCEAN BOULEVARD (STATE ROAD A -1—A); THENCE NORTHERLY, ALONG SAID EASTERLY RIGHT OF WAY UNE, A DISTANCE OF 45.72 FEET TO THE POINT OF BEGINNING. CITrPLI T7T A TT TOWN OF GULF STREAM SITE DATA TABLE Gross Lot Area 47748 Effective Lot Area 26620 FAR Calculations EXISTING DEMO NEW NET 1s1 Floor Living 6270 6270 3250 3250 Ceilings over 15' (double) 304 304 2nd Floor Living 2583 583 1- Floor Covered orches overhangs > 2 h' 864 864 2nd Floor Covered Awnings > 3' and screen enclosure at 50% Garage 636 636 Gross Floor Area Out Buildings Total Floor Area Proposed 7637 7637 First 20,000 X.33 6600 Over 20,000 X .20 1324 Total Allowable FAR Per Manual 7924 Total Hardscape Area 5407 Required Landscape Area bt size x 40% 13575 Actual % Landscape Open Space Area 51% I III CINE P CONSIRUCRON CONR20L UNE (RPIAT BOOK B0, co— PAGE 152) RECO DED AUCUSi 22, 1997 I I LOCATION MAP 236.05 I I i I I I I BUILDING REAR SETBACK I I I I I I I I I I I I I' ► RECEIVED OCT 112018 NORTH Town of Gulf Stream, FL ASSOCIATES, INC :ighteen Via 11� 'elm HeecL, Ploride SS4B0 PEoue: (561) 832 1533 Fflz: (561) 832 1520 PROP O SED RESIDENCE I o I5877 N OCEAN BLVD I GDLT S1REAl/, PIDBIDA I ISITE PLAN I < I H I43 � 21804 0 of O �I .E L uNL L �1� Hers NnmNsrt[- 97 F4F �� I"xwom V XT� �m6 a�� I S�� I 11IIJJJJ S <L� Z O I � K I �jA13 10/3/16 a PR� o nr1 A1.1 3 2Y-1' I O POND O 22'_9. I J GARAGE mi N I ► RECEIVED A OCT 112010 Town of Gulf Stream, FL GROUND FLOOR PLAN B6'-9' tioaT�� BRIDGES MARS ASSOCIATES, INC AL=BM Eighteen Via Mixner Palm Beach, Plorida 33480 Phoae: (581) 032 1539 Pax: (581) B32 1620 z 0 w PROPOSED RESIDENCE 0 FIRST FLOOR 3 O m 0 u E: _ "narc...wc +10uxlu"".°'ae� rvxa� 0 N K PHI 0' 11GT3 S fi V1Ob a HPI z A2.1o O POND O Iw i ( it %IJ �',_ii a 20'-7 20'-7' 9'-8' 'I 8- 25._0. 1 20.-4. O O D MM �� n Z — I 0 DI I{ATB II II II II II II IIw II II BACK HAIJ, \ / - [i] 13-9" II II II II o UUND KITCHEN ❑ N 5. 6 GUEST BEDROOM #1 11 II II I h II 1 II II h 11 GUEST BEDROOM S2 o UP 1, 9w III—w p FQiE.ST B YE8'-2' -� 16'-0' / \ / 20._4. \ T ■ W II / \ MA \ 14'- ,ds xaw n.v xaw 14'-8' �i 0 0 0 II I I TIF 30" -6" GREAT ROOM --__--_— ---------*r \ WRMR PORCH / I m N MEDIA ROOM �I ip � / 21._6. \ •-2' 17._0. GROUND FLOOR PLAN B6'-9' tioaT�� BRIDGES MARS ASSOCIATES, INC AL=BM Eighteen Via Mixner Palm Beach, Plorida 33480 Phoae: (581) 032 1539 Pax: (581) B32 1620 z 0 w PROPOSED RESIDENCE 0 FIRST FLOOR 3 O m 0 u E: _ "narc...wc +10uxlu"".°'ae� rvxa� 0 N K PHI 0' 11GT3 S fi V1Ob a HPI z A2.1o 0o, RECEIVED, OCT 11 201 Town of Gulf Stream, FL 6Y-11' 20'-7' e' -B' 12'-B' 25--0- ,I I s •I II II II II II ; q II II II II II o- I 13'-9'-1 OPEN TO BELOW , —,D II II II II II II II IpI JL JL � II II � TO BE. CESIGNED � i I L111aI a 7 -T II II T --u II IICIDSET o a II II II II II II II II =GUESTLMBEDROOM #3 UPPER FOYER �U 9_4— Ioo J MASTER SITTING MASTER BEDROOM = _ _ _ _ _ _ 30•_8' — — — — — — — 9._4. m ON 28'-7' 23'-2' 28'-10' BD' -T fi SECOND FLOOR PLAN NORTH BRIDGES MARSH ASSOCIATES, INC M Eighteen Vi. Miizner Palm Beech, Florid. 33480 Phone: (581) 832 1539 Fax: (581) 032 1520 PROP O SED RESIDENCE SECOND FLOOR z 3 0 0 O N 0 0" 9R1lt0b U O A2.2 3 0 ir, RECEIVED -4 OCT 112018 Town 0f Gulf Stream, FL ASSOCIATES, :ighte— Via Mi—, .1. Beech, Florida 3341 Phone: (581) 832 1533 Fez: (581) 832 1520 E ROOF PIAN 3 D O 21804 0 Holl: s�"i muc�.i.w°11waxLc°Um.'n� �.°xoi�vim a ROOF PLAN NORTH �% RECEIVED 4 OCT 112010 . A " ni___..,. cl (PAINTED) (LIMESTONE BUFF) WEST ELEVATION (LIMESTONE BUFF) EAST ELEVATION ASSOCIATES, Eighteen Via Mizne Pel- Beech, Florida 3341 Phone:(581) 832 1533 Fes: (581) 832 1520 PROP O SED RESIDENCE mRII 3377 GM ELEVATION$ 3 a C5 0 Z O U) K 0 N HCT3 �� 03RtRmb �� MJ7 �� O A4.1 3 WEST ELEVATION — SECTION THROUGH GARDEN TRELLIS SECTION THROUGH SOUTH GARDEN 38.5' NAVD ij EAVES 29.66' NAVD SCND FLR SLAB 17.0' NAVD FIRSTFLS ► RECEIVED OCT 112018 Tmmn of Gulf Stream, FL SECTION THROUGH SOUTH GARDEN ASSOCIATES, light... via 14ix.e palm Beach, Florida 3341 Pho— (581) 832 1533 Fax: (581) 832 1528 MESIDENCE jjjj ELEPATIONq 3 0 0 NOTE �LY�. BIIT•WE CTpN. n �.FN. finL rEs E ami 1p =MT I z 0 0 -0' u N HCT9 m'ilVlOb a Mf1 x U O A4.2 3 38.5' NAVD EAVES 29.66' NAVD SCND FLR 17.0' NAVD i FIRST FLR 13.0' NAVD ceoer_r cI eA� Lz� BRIDGES MARS] ASSOCIATES, IN CHARTM ASCffi18CI Eighteen Via Mi— Palm Beach, Fl.Ada 3341 Phone: (581) 832 1533 FM (581) 032 1520 NORTH ELEVATION - MAIN HOUSE IPE TRELLIS (NATURAL) NORTH ELEVATION - GUEST/GARAGE IIRESIDENCEIII ELEVATION$ 3 D O O NO E sMi.K.IL OT L ia:c lN=iuiwn wxu4 m:illlC/.L �mKttL •arm, xO Maim! HF —111 1 IE .�wll w1LF� M" aTE— 0 A4.3 3 0 �% RECEIVED t SOUTH ELEVATION - MAIN HOUSE T 112018 f Gulf Stream, FL 38.5' NAVD EA VE V 29.66' NAVD SCND FLR SLAB 17.0' NAVD FIRST FLR SLAB 13.0' NAVD GARAGE SLAB SOUTH ELEVATION - GUEST/GARAGE ASSOCIATES, Eighteen Via Mi Pel. Hench, Florid. 3341 Phone: (561) 832 1533 Paz: (561) 832 1520 IIRESIDENCEIII NOTE: _ mmW. lD<. M&ITMT" wE L nnw FM.�Q Nxw.cml duo/w ��5 NRr��sxEo Z O K 0 1/4'=V-0' acts �� msrnnole a nn x 0 A4.4 3 Ln C"I! MARIO F. NIEVERA co; ,\ State of Florida Landscape Architect Registration No. Q 36.94' v, 6666856 S.84140'51"E. ® RECEIVED 4 OCT 11 2018 1st ��.`. 3 z.Town of Gulf Stream, FL u; _o oLn D .sb J U7 h z Q Y Y W V A 407.45 _ W _ V) L Z W u j. o a a a _ w Z w a LL a Q N Z Lox n GARAGE J W M FFE 13.0o NAVD ~ — Q W w _ FFE 17.0o NAVD ro y. F I 4 NIEVERA WILLIAMS 10757 j DESIGN ol�1u� Ott: 'n• oGPA,7L€tr. 5-84140'51"E. 125.4 > 223 Sunset Avenue > Suite iso Palm Beach, Florida 33480 O " .. P: 561-659-2820 CN F: 561-659.2113 I NIEVERAWILLIAMS.COM N V p � t E. LP1 1 MARIO F. NIEVERA State of Florida Landscape Architect Registration No. 6666856 ® RECEIVED OCT 112018 i Town of Gulf Stream, FL 2 I I a U LLJ I� Z I I w 0 --� wLL Q� J Z LL a O • s E I � rxa 8 LU •�i � }kV N H F Z N � • 4 12545 I I I I NIEVEPA WlLLIAMS DESIGN I I 223 Sunset Avenue Suite 150 Palm Beach, Florida 33480 P: 561-659-2820 I I F: 561-659-2113 I I NIEVERAWILLIAMS.COM SITE N O I v MARIO F. NIEVERA State of Florida EX. SITE WALL10 Landscape Architect . Registration No. =wQ , 36. 4' 9 M 66656 i o SWI Q i $.84140'51"E. RECEIVED 4 -J oz �I 0Q _ _ _ _ PLANTER C'a OCT 112018 Q N , I o C/) Gulf Stream, FL 0T own Town of I I w t ��\ �� o n h GRAVEL MOTOR COURT ' I .... C/) < _O ' O• V J I _..___. Lr? I a Z I w I "' i SITE WALL STONPrWALKWAY WATER FEATURE WALL 1 i HT. FROM ADJACENT GRADE i HSITE T. FROM ADJACENT GRADE Z I (4) PLANTERS W/DRAINAGE AND IRRIGATION GRILL AREA WITH PLANK PAVERS LLI EX. SITE WALL AND GATE LIGHT GREY 407.45 I _ 5.84140'51" E. PLANTED O m N I1CLa n --- ----- O O C'LU jPLANT11L PLANTERI U Q e L GARAGE I WEl FFE 13.00 NAVD110) I «� _ M I ■ ■ ■ ■ DO (11 I 11 PLANTER ■ ■---■.-.■ ____. ...... _...... LLI z 1� I ■ ■ ■ WOOD PLATFORM ST PS 3 U U 44'-u SET a I W/CONCRETE FOOTIN S m m BA K ry ~ w Z STONE WALK P. CORTEN STEEL I I LAWN FFE 17.00 NAVD LAWN ^ 0O LAWN STEPS I LAWN ai ■ ■ ® o ■ I I CORTEN STEEL RETAINING WALL I SPA POOL W/ INFINITY EDGE _ w P PLANTER M I LAWN I I p�ppl a L — — — — — — — — PLANK PAVER WALK U _ o a I LIGHT GREY O 0 O NIEVERA WILLIAMS 107.57 SPA WITH INFINITY EDGE SOUTH PROPERTY LINE OF PARCEL IN -8414 '51'E. 12;.,15' OUTDOOR SHOWER DESIGN AND SPILLOVER FROM POOL QUESTION 15 ASSUMED TO BEAR S.8414o5i E WATER FEATURE PLANK PAVER LIGHT GRAY TERRACE STONE RUNNERS IN GRAVEL BED 223 Sunset Avenue HEATED CAST STONE TUB Suite 150 EX. SITE WALL EX. SITE WALL > I WALL WITH DECORATIVE GATE Palm Beach, Florida 33480 30.0' L0 O COASTAL CONSTRUCTION CONTROL SITE WALL P: 561-659-2820 F OVERALL SITE CALCULATIONS: � I LINE (PLAT BOOK 80, PAGE 152) Y HT. FROM ADJACENT GRADE : 561-659-2113 SITE AREA • 26,620 SOFT �� RECORDED AUGUST zz. 1997 MINIMUM LANDSCAPE: NIEVERAWILLIAMS.COM REQUIRED• 13310 SOFT sow 10 PROPOSED- 13.576 SOFT 51% VI �OI ljI 1'. I N .W of MARIO F. NIEVERA EX. HEDGE TO REMAIN 00 State of Florida u oJQ o Landscape Architect Reg6666856tration No. Q o Z7 W f (� 36.94' S.84140'51"E. v J JZ) - - - - RECEIVEp °I .� a , U OCT 112018 o I 0 CO� I `" o i Town of Gulf Stream FL �\ Ln n GRAVEL MOTOR COURT K ' O O (1)S REW PINE (6) SEA PLUM VINES (21)ADONIDIA PALMS O u HIT 10 CT HT Lr? (1z)RAPHIS PALM (z) GRTEEN BUTTONWOOD di Z I n'HT 16' HT U ' I M (6) BAMBOO GRASS (a) EUROPEAN FAN PALMS (ao) CLUSIA (2ao)GREEN 12' HT ISLAND FICUS rn W L6 _ , I IN POTS, 3HT to HT U (Iz) MONSTEPA 3 HT 407.45' w _ CL i _ a w LU r I I o J U Q I Z I Q NN I GARAGELil W a I I FFE 13.00 NAVD ❑ _ co 1 N) ry (2) EX. RELOCA D SEA GRAPE TREES (5) CONE. JASMINE VINE TO WALL- SS TRELLIS ■ ■ ■ ■ &.- W u u 3 ■ (� SET 84 O T t LAWN LAWN FFE 17.00 NAVD j I (4)BOUGAINVILLEA VINE n p N I LAWN g l B' HT, (4) BOUGAINVILLEA VINE - Ia SDA POOL W/ INFINITY EDGE BHT• (4) BOUGAINVILLEA VINE HT, B' — 0 u I LAWN I L I t U _om NIEVERA WILLIAMS -- -- -- — -- -- — t— -- -- r — --5.84�4o -- — — -- -- -- -- —. DESIGN 7.57 SOUTH PRODERTV LINE OF PARCEL IN 51"E 1 5.4 QUESTION IS ASSUMED TO BEAR S.a414o'S� E. EX. RELOCATED SEA GRAPE TREE SEA GRAPE HEDGE (100) GREEN ISLAND FICUS 12' HT �) COCNUT PALMS (7) (,5) CLUSIA SLIGHT CURVE 16GW 223 Sunset Avenue (3) EX. SEA GRAPE (45) CLUSIA I (2) GIANT LEOPARD PLANT 3 GAL, e'HT150 Suite TREES lo' HT V) ADONIDIA PALMS FloridaPalm Beach, Fori33480 (B) COCNUT PALMS COASTAL CONSTRUCTION CONTROL 1o' CT HT P: 561-659-2820 SLIGHT CURVE,16'GW O LINE (PLAT BOOK 80, PAGE 152) (15)PAPHIS PALM EX. RELOCATED SEA PLUM F: Sbr659-zn3 V, RECORDED AUGUST 22,1wz ; HT, zsOC, FULL GREEN ISLAND FICUS � THT. 2' (4) ALEXANDER PALM B' CT NIEVERAW ILLIAMS.COM I � N ^I y LPA GRAVEL MOTOR COURT v / +10.00 ' 0 LEGEND: PUS —VUS—VUS—rdS . 513 Errvan OiulDe--Rmw (C,PHphbu—mum= 1.f.SGPR) 1 +11.00 Emabr Sperbp Gn) s.pace 11 S_ Oetween Nnperan (bet) 2 ry1 � ToblNmOerd EMeoembe Dapltld' y TIC SYSTEM: 261 1 OOT -600 ATU WITH DRIP IRRIGATION. I FmnO VtlaAy 2D OX DRAINFIELD REDUCTION RESULTS IN A 15 m Cpe,dbp P,eswa al Emiaallen('. REQUIRED MIN DRAINFIELD SIZE OF 525 SF 4�& JS MIN UNOBSTRUCTED AREA OF 788 SF. 5'PROVIDED: Evil—SWpi OumD 0 INSTALL 525 SF OF EI*AR% q 4 IDRAINFIELD; Typed MvibiERDn PVC Sd,80 If— (Icen" trgh dSupptyllro6 Swgly aoaa PH SUB SURFACE DRIP ERRIGATION LINE. ,0 1.0 Or ElenOm Q. Sam Oou TN boap Field (!eG SF UNOBST. AREA.) REFER TO SHEET 4 Zone Information I(815 R DETAILS. h MMnraDeYynoPros Pm Zan 2a Taal System D.,pE—Pe Ny 2I Amw,sofaldire• Par 2orcfbel) o� _ Nuroad Emmen Pp Zori +,z.00 MmmanNmEer a Lrtbtl. Par] '' ti lase_ MAnper dL.tetl Zai Nmmer dtamma THlwll nit lhet 11 6 3y ITRASH ASH GAL 0 TANK Fbw Rab Per Zorc lGPAfj 1% 0 H-10000 s A4amamlFw RD6aaemnamAccambOab Fanti9 Vebdly TANK Holding Capacity of Plping ,._.-.ro 0aepaylNamsia SppNwnn9,bgra Fsan 66NMti s1 y-------------- 19 scamp Cepetity lGraaldS,gdytrc,lNdbas ion NppeAei aD --------- `----------------------------------- — d' tj P�NTER L_.-1-.-.--._.-._-.-. C L7 �Fv-.-.-__.,_._._.-.�. VebGy(bsl to l -.r--_-.-.-.-_------.-.-./ 11 10 N2.0' 7­ AOalOorW Prcasae RepuaO b Psmm MbBMa W %Dlro b Tmk IFeda Hetli goo \ i EnviroDesign RESIDENTIAL SEPTIC TANK CALCULATIONS Associates . 3377 NORTH OCEAN BLVD., GULF STREAM k18121 I °""'°"%` e'" 8123x2018 Given: 1 1. Design fix 6766 sfofAC living ores as cdcnwd on archaectmal ph - 2. Per Sods En 'neer, Mainum Trch Iond'n8 Rate - 0.8 GPD/6f 1 1 Type Of Sy"stellx eoRz,IniuoATIDN or ❑Abaco eea 1 1 1 Q ICOT-x000 P9I� 1 1 1 ❑lgOTiW DHIS I I I FI -Rate: (Per Table I of64E-6, siugk fanoly -id-., with either 4 b,Idrooms or between 2,251 sfand 3,300 sfoftivug area smut provide fiTr Oows of400 GPD Phn anther 60 gpd for every add'1750 sfor fraction thereon (6766-3300sf=3466 =>3466/750 so=5 1 _» Flow Rale = 40OSpd + (5x60) = 700.001 1 Therefore, Fbw Rate=700 GPD I APPLICATION AREA REQD = (700 GPD 10.8) X 60% - 525 Square Feet ofD+field 1 •• DRAINFIELD AND UNOBSTRUCTED AREA HAS BEEN REDUCED BY 40%THR04GE THE USE OF A HOOT H-1000'AND AEROBIC TREATMENT UNIT AND DRIP IRRIGATdDN. I PROPOSED HOOT H-1000'AND SYSTEM i Masini® 525 Square Feet otDnn&H I Zone(s) of Drip lr* i>q Mim nn 788 Square Feet ofU-b,=wd Arca 1 Mm® -900 Gal Trssh Tack Rcq'd I if- I000'AND HOOT Aerobic Treamtem Uni wvh Mc.263 IF fO.9 gph subsurface dry iron fine. HOOT BLASTER Model H-20EBI05 Pump j i INS FALL 263 U ofdry arpbon me w1h an 1 woe(s), w1h a total of 263 dry heads (J.9 )Ph each) Re Wang I, low Rare = 236.7 Sph or 3.945 gem total ( 236.7 gph or 3.9451ahIPFE LONE) DUSiNU SCHEUU LIL (24 EQUAL I)UJFJ PEI( UA Y) I Pump On Tice: 7.40 Missiles (lAmlmx3BS pa12J IDm en Dsy) Pump 00'Tine: 52.60 Minutes TOTAL: 700.6 GPM PER Y LAWN Total System Information , LEGEND: P{.grtlraaAte Hemun ebtl) 513 Errvan OiulDe--Rmw (C,PHphbu—mum= 1.f.SGPR) 090 Emabr Sperbp Gn) s.pace 11 S_ Oetween Nnperan (bet) 2 Tobi M,bwa of&dme•Rea`M"; Ml ToblNmOerd EMeoembe Dapltld' 261 Tdtl Merntd aide• Prw_1*., 261 Tobi NenOd ofEm6en PmAaeO m De Dllp1. M] FmnO VtlaAy 2D Mel Prnsae try) 15 m Cpe,dbp P,eswa al Emiaallen('. 10 is Wv,rnrt 0­1_SAessvennv Hee-(put JS Alacenum SH_ Operang Psla(Gpsi) Evil—SWpi OumD 0 N 20 _ReM (`G Sia d S,yp0SWPibla Pope (vldles) 125 Typed MvibiERDn PVC Sd,80 If— (Icen" trgh dSupptyllro6 Swgly aoaa T_esa05 E'bvaaa CMge Ian PurabDose GDlbl(be0 ,0 1.0 Or ElenOm Q. Sam Oou TN boap Field (!eG 1D Zone Information tMro<r drain' f MMnraDeYynoPros Pm Zan 2a Taal System D.,pE—Pe Ny 2I Amw,sofaldire• Par 2orcfbel) 261 Nuroad Emmen Pp Zori Mt MmmanNmEer a Lrtbtl. Par] '' 2 lase_ MAnper dL.tetl Zai Nmmer dtamma THlwll nit lhet 11 6 Als,vn.n Lerob of B"be•tamms aeseam Mtl Prnsae 151 Fbw Rab Per Zorc lGPAfj 1% FsfTroCwcaydo,ippedn Per lave (Gelpnsl s A4amamlFw RD6aaemnamAccambOab Fanti9 Vebdly 9a a Holding Capacity of Plping ,._.-.ro 0aepaylNamsia SppNwnn9,bgra Fsan 66NMti s1 Msaaq CafaclyiGakvs Pn Zanalofatliri 19 scamp Cepetity lGraaldS,gdytrc,lNdbas ion NppeAei aD Head Loss Data -Flushing Cycle FricWn los ptt tov msilMs,gyy Lirc6 Magffi 1D VebGy(bsl to Fncton LoabS *Lea6Seery Nau a(ryl Fncson Lau bs,y urc6swpyeb,rbyu lFctaNeeai 11 10 Pnssae Reaerea tr Repm aY,etra a,b Nq,p bTmn Ioul 12. 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CALL 48 HOURS BEFORE YOU DIG. o IT'S THE LAW s — STM 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. .8GAitFF""...7. 4w— as OUTDOOR SHOWER WATER FEATURE 5 15 STONE RUNNERS IN GRAVEL BED Know what's below. m IDDPs RIHTDRAWING 8 BY MVID FESIGNFAARNOPIONAL INC ONLY, HEATED CAST STONE TUB Call before you dig, ENGINEERREEPRESEN71NGG ENNROOESIGN ED AND SEALED BY A REGISTERED PROFESSIONAL INC In o Z U 2 o w a G o a 2w 85 0� Q'( O FT.E 1 ��D54 4 x a a� �o 04 o E-z aU1 �a to co a a °° t7 n n �oN OCi v c Uz0 cold a2.6 u E-` 0 z om 0- > u) a>u) tau W Q C) 5 3 No z E5 W , I Udn • Opp � �dh IrWj 4 Do w onm zo � a z w DRAWN: M.T.J. CHECKED: J.A.P. DATE: 10/05/18 JOB NO. 18072—SEPTIC SHEET NO. 3 OF 5 LEGEND: PROPERTY UNE SECTION IDENTIFIER 9A 'I 't PLAN PAGE DETAIL PAGE ,A,l EXISTING ELEVATION ® DENOTES AREA OF PROPOSED SEPTIC UNOBSTRUCTED AREA 1.75 NOTE: CONTRACTOR TO FIELD VERIFY EXACT LOCATION, SIZE, AND ELEVATION OF ALL IMPROVEMENTS AT TIME OF CONSTRUCTION AND REPORT ANY DISCREPANCIES TO ENVIRODESIGN ASSOCIATES, INC. CALL 48 HOURS BEFORE YOU DIG. o IT'S THE LAW s — STM 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. .8GAitFF""...7. 4w— as OUTDOOR SHOWER WATER FEATURE 5 15 STONE RUNNERS IN GRAVEL BED Know what's below. m IDDPs RIHTDRAWING 8 BY MVID FESIGNFAARNOPIONAL INC ONLY, HEATED CAST STONE TUB Call before you dig, ENGINEERREEPRESEN71NGG ENNROOESIGN ED AND SEALED BY A REGISTERED PROFESSIONAL INC In o Z U 2 o w a G o a 2w 85 0� Q'( O FT.E 1 ��D54 4 x a a� �o 04 o E-z aU1 �a to co a a °° t7 n n �oN OCi v c Uz0 cold a2.6 u E-` 0 z om 0- > u) a>u) tau W Q C) 5 3 No z E5 W , I Udn • Opp � �dh IrWj 4 Do w onm zo � a z w DRAWN: M.T.J. CHECKED: J.A.P. DATE: 10/05/18 JOB NO. 18072—SEPTIC SHEET NO. 3 OF 5 TOWN OF GULF STREAM ARCHITECTURAL REVIEW AND PLANNING REPORT Application #: 018-11 Owner: Kevin and Michelle Clark Address: 3400 Polo Drive Agent: Carlos Linares/ Randall Stofft Architects Proposed Improvement: The construction of a two-story, 7,574 sq. ft. single- family Bermuda style home with attached garage, pool and pool pavilion. Approvals Requested: Land Clearing Permit: To clear the land for the new building. Demolition Permit: To demolish the existing buildings. Special Exception #1: To permit a 30 ft. rear setback. Special Exception #2: To permit an additional 166 sq. ft. of covered, unenclosed floor area that exceeds the maximum FAR of 7,410 sq. ft. Level III Architectural/Site Plan: To permit the construction of a two-story, 7,574 sq. ft. single family Bermuda style home with attached garage, pool and pool pavilion. Gross Lot size: 24,826 sq. ft. Effective Lot Area: 24,051 sq. ft. Proposed Total Floor Area: 7,574 sq. ft. Allowable: 7,410 sq. ft. Zoning District: RS -C Issues Considered During Review: Section 70-67 Effective lot area Section 70-70 Floor area calculations Second Floor Eave Height: 21' Section 70-72 Special exception floor area ration (b-1) Maximum floor area Section 70-73 Second floor area Section 70-74 Setbacks Section 70-75 Special exception setbacks (c) Additions to structures u7itli existing nonconforming setbacks. Section 70-100 Roof and eave heights Section 70-187 Table of district standards Note: Application appears to meet the standards for approval. Architectural Review and Planning Board ARPB File # 18-11 ARPB October 25, 2018; TC November 9, 2018 Motion to recommend approval of a land clearing permit. Motion to recommend approval to demolish the existing buildings. Motion to recommend approval for a Special Exception for a 30 ft. rear setback. Page 2 Motion to recommend approval for a Special Exception to permit an additional 166 sq. ft. of covered, unenclosed floor area that exceeds the maximum FAR of 7,410 sq. ft. Motion to recommend approval of a Level III Architectural/ Site Plan based on a finding that the construction of a two-story 7,574 sq. ft. single-family Bermuda style home with attached garage, pool and pool pavilion meet the minimum intent of the Design Manual and applicable review standards with the following conditions: 1. Prior to the issuance of a Certificate of Occupancy the owner of the property shall prepare and sign a Gulf Stream Driveway Removal Agreement. 2. Any minor modifications in the approved landscaping shall be submitted to the Town Manager for review and approval and any major modification shall be brought back to the ARPB for review and approval, prior to commencement of landscaping. 3. Prior to the issuance of a certificate of occupancy, the owner of the property shall prepare and record a deed restriction which shall provide that all roof projection areas shall remain unenclosed as per approval of the special exception for as long as the structure is in existence or exceeds the maximum FAR. ARPB Date: October 25, 2018 Action: Land Clearing Permit: Demolition Permit: Special Exception #1: Special Exception #2: Level III Architectural/ Site Plan: TC Date: November 9, 2018 Action: Land Clearing Permit: Demolition Permit: Special Exception #1: Special Exception #2: Level III Architectural/ Site Plan: IWtv1n Vr VV1�1 V11\vI'\I11 ► RECEIVED SEP 2 4 2018 APPLICATION FOR DEVELOPMENT APPROVAL n of Gulf Stream, FL 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. ARPB File # r i PART II. GENERAL INFORMATION To be completed by all applicants. A. Project Information 1.A.1. Project/Owner Name: KEVIN AND MICHELLE CLARK/ CLARK RESIDENCE 1.A.2. Project Address: 3400 POLO DRIVE, GULF STREAM, FL 33483 I.A.3. Project Property Legal Description: ACCORDING TO THE PLAT THEREOF ON FILE IN THE OFFICE OF THE CLERK OF THE CIRCUIT IN i TOR PALM BEACH COUNTY, FLORIDA,RECORDLD IN PLAT BOOK 24, PG. 73, SAID LANDS SITUATE, LYING 6 BEING IN PALM BEACH COUNTY, FLORIDA. I.A.4. Project Description (describe in data,?, fncluding # of stories, etc.) DEMOLISH EXISTING SINGLE FAMILY HOME 6 BUILD NEW TWO STORY, SINGLE FAMILY RESIDENCE IA.5. Square Footage of New Structure or Addition: 6r++i.-SF z, // 1 '/ Architectural Style: BERMUDA STYLE ARCHITECTURE I.A.6. Check all that apply: ® ArchitecturaUSite Plan Review n Land Clearing ❑ North Ocean Boulevard Overlay (complete section t3) ® Demolition of Structures ❑ Non-residential uses ❑ Variance (complete section G) ® Special Exception (complete section F_) +8.0' NGVD 1.A.7. (a) Proposed F.F.E.: B. Owner Information LB, 1. Owner Address: GRADE BEAMS AND PILES Type of Foundation: 3250 POLO DRIVE , GULF STREAM, FL L8.2. Owner Phone Number: 203 834 3015/ 203 984 9883 Fax: I.B.3. Owner C. Agent information RANDALL STOFFT/ RANDALL STOFFT ARCHITECTS I.C.I. Agent Name and Firm Name; I.C.2. Agent Address: 42 N. SWINTON AVE. DELRAY BEACH. FL 33444 I.C.3. Agent Phone Number: (o) (561)243-0799 cell Fax (561)243-0299 1.C.4. Agent Signature: Official Use Only Pre -App Date: — ARP8 Date: App Date: Recommendation; Com Date: TC Date: Decision: Application for Development Approval Form ADA.2000 revised 6113/00 Page 2 Town of Gulf Stream PART 1111. 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 anowo EIVED -4 questionnumber for each response. A. Project Description and Justification IIi.A.I . In what zoning district is the project site located? SEP 2 4 2018 GULF STREAM CORE DISTRICT (RST&#n of Gulf Stream, FL III.A.2. Is the project compatible with the intent of the zoning district? ® Yes ONO Explain. THE PROPOSED TWO STORY RESIDENTIAL STRUCTURE FITS WITHIN ALL THE SITE SETBACKS, - ARCHITECTURAL STYLE, MASSING, MATERIALS USED AND LUSH LANDSCAPE SET FORTH BY THE GULF STREAM CORE DISTRICT GUIDELINES. III.A.3. Is the project consistent with the Future Land Use Map and goals, objectives and policies of the Comprehensive Plan? M Yes ❑ No Explain. THE PROPOSED HOME IS CONSISTENT WITH THE LAND USE AS IT COMPLIMENTS THE RESIDENTIAL NEIGHBORHOOD. I11.A.4. How are ingress and egress to the property to be provided? A 16' WIDE BRICK DRIVEWAY WILL EXTEND FROM POLO DRIVE TO MOTORCOURT AND A 12' WIDE DRIVE INTO PROPOSED GARAGES. III.A.5. How are the following utilities to be provided to the property? a. Stormwater Drainage ON SITE RETENTION/ DETENTION (SEE DRAINAGE PLANS) b. Sanitary Sewer CONNECTION TO NEW PROPOSED TOWN SEWER SYSTEM c. Potable Water CONNECTION TO TOWN WATER SYSTEM d. Irrigation Water CONNECTION TO TOWN WATER SYSTEM e. Electricity CONNECTION TO FP&L f. Telephone CONNECTION TO PRIVATE COMPANY(AT&T OR EQUAL) g. Gas CONNECTION TO PROPANE TANK (WILL SUBMIT FOR PERMIT) _ h. Cable Television CONNECTION TO PRIVATE COMPANY (DIRECT TV OR EQUAL) II1.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 PROPOSED STRUCTURES ARE CONSISTENT WITH THE CRITERIA OF LEVEL 3 ARCHITECTURAL/ SITE PLAN REVIEW AS IT MEETS THE CRITERIA OF ITEMS 1-12 UNDER SECTION 66-144. 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 ApprovalslRequirements MAJ. Does the project involve land area within fifty feet (50') of the AIA (North Ocean Boulevard) right-of- way? D Yes ® 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 ❑ No (If "Yes", section C of this part must be completed.) IV.A.3. Does the project involve the clearing or filling of any portion of an existing vacant lot or more than fifty percent (50%) of the landscaped area of a developed lot? ® Yes ❑ No (if "Yes", section D of this part must be completed.) IV.A.5. Does the project require approval of a Special Exception? ® Yes ❑ No (If "Yes", section E of this part must be completed.) IV.A.6. Is the project at variance with any regulafions contained in the Zoning Code? ❑ Yes ® No (If "Yes", section G of this part must be completed.) Application for Development Approval Form ADA.32000 Page 3 Town of Gulf Stream B. Projects Requiring North Ocean Boulevard Overlay Permit SEP 2 4��8 %uUn 01 Gulf Stream, FL W.B.1,%exte significant landscape features or architectural features are to be disturb 9'0't ad ed and to what IV -B.2. Describe the need justification for the disturbance/addition: . IV.8.3. Will the disturbance/addition de oy or ' seriousfy impair visual relationships among buildings, landscape features and open space, or roduce incompatible landscape features or plant material that destroys or impairs significant views or v as within the North Ocean Boulevard Overlay District? Yes No Explain: IV.B.4. How is the design consistent with the Al A Landscape Enhanceme roject? IV.6.5. What, mitigation is proposed so that the disturbance/addition has the least impac ossibie to the visual and aesthetic quality of the North Ocean Boulevard Overlay District:, C. Projects Requiring a- Demolition Permit W.C.1. When are the existing structures to be demolished? AFTER COMMISSION APPROVAL IV.C.2. When are the proposed structures to be constructed? AFTER BUILDING PERMIT HAS BEEN AWARDED IV.C.3. What Is the landmark status of the structures to be demolished? NONE D. Projects Requiring a Land Clearing Permit IV.D.1. Describe those vegetative materials of 8 inches in diameter and greater to be North Ocean Boulevard PAUMOTIS PLAMS, FRAGAPANI, FICUS, SEAGRAPE TREES, QUEEN PALMS, ROEBELENII PALMS Overlay District: IV.D.2. Describe the need and justification for the removal/relocation: ALL THE ABOVE TREES ARE CONSIDERED IN DECLINE FROM YEARS OF LACK OF PROPER CARE INCLUDING FURTILIZATION AND P N IV.D.3. How is the removal from the project site of vegetation to be mitigated: MANY NEW PALMS AND TREES WILL BE REPLACING OLD AND TIRED MATERIAL, IV.D.4. How are the remaining and relocated vegetative materials to be protected and preserved during the land,clearing and constriction activities and thereafter? ONLY MATERIAL ON THE PROPERTY LINES ARE TO REMAIN AND WILL BE PROTECTED. IV.D.5. What replacement materials are proposed? SYLVESTRIS, ROYAL, SABAL AND COCONUT PALMS. PIGEONPLUM & CRAPE MYRTLE TREES WILL BE USED IN Application for Development Approval, Form ADA.32000 Page 4 February 2002 SEP 2 4 1018 Town of Gulf Stream, FL E. Projects Requiring a Special Exception. IV.E.1. Is the proposed use a permitted special exception use? ® Yes D No Code Section: 70-72(b)/ 70-75(j) 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 300SF EXCESS F.A.R. ALLOWED IS STRUCTURE SAFE REAR SETBACK REDUCTION FOR SINGLE STORY STRUTURES. IV -E-3- Will the use cause substantial Injury to the value of other property In the neighborhood where it is to be located? D Yes ® No Explain -THE 300SF EXCESS IS PART OF A COVERED OUTDOOR SPACE THAT HELPS THE FUNCTION OF THE ARCHITECTURE BUT HAS NO IMPACT ON THE PROPERTY VALUE - IV.E.4. How will the use be compatible with adjoining development and the character of the District where it is to be located? IV.E.5. What landscaping and screening are provided? PLEASE SEE LANDSCAPE PLANS. IV.E.6. Does the use conform with all applicable regulations governing the District wherein it Is to be located? ® Yes 0 No Explain. F. Non -Residential Projects and Residential Projects of Greater than 2 Units .1. If common area facilities are to be provided, describe them and how they are to be maintained. IV.F.2. If recreation facilities are <Provlded, describe them and their potential impacts on surrounding properties. IV.F.3. For each of the following, list the number provided and their Loading Spaces: Standard Parking Spaces: Small Car Parking Spaces: Handicapped Parking Spaces: DrivewaystAlsles: Application for Development Approval Form ADA.32000 Page 5 v Cl) M N_ O N O O 7q 01 O STUCCO WALLS FRONT DOOR modern white (sherwin-williams sw-6168) mahogany stain (sikkens #045) U m O vim® I Q I U Q � i Cn � W U Z Q I p Z 0 11 to OUTRIGGERS/ TRIMS/ COLUMNS FLAT ROOF TILE W � extra white (sherwin-williams sw-7006) white o 'Lu U Z W p 000 Z SHUTTERS/ GATES /GARAGE DOORS DRIVEWAY PAVERS o cape cod grey stain (sikkens #113) LU N !► RECEIVED -4 OCT - 4 2016 Town of Gulf Stream, FL CLARK RESIDENCE IIIAMANDALL STOFFT A R C H I T E C T S 3400 POLO DRIVE distinctive. inspirational. architecture GULF STEAM, FLORIDA Delray Beach, Naples, The Carribean 09.15.18 (CML) v CD O C—) M c� @Q0 C m c'n m A. rn 11 I � I � I f 1 y I I I 1 I I I I 1 � I r ---11-- I 1 1 .5'x ,5b5 6F 1 = 75 Ci.F, I I I I t I '\ I I I I I II I I K dqd I 1 I I I 1 ' I 1 1 I I ---------------------- 5'x2,865 SF I \II I = 1,433 C.F. it I I it I 1 I 1I I III -- I I I +6.0' ------------ ', I i __ __ _ _ I ,, I I I �J • I I 1 I II L------ .07 31'8' SIDE SETBACK 1 I SIDE SETBA � I I I lu 1 I � ' I I .n E—All MAXIMUM FAR= 7,576 S.F. SEAWALL 155.00' D ) N II aELW aEv I I I I I V SEAWALL 3'-0• ® oi.xo.,e 3 _ — FAR CALCULATIONS _ — _ — _ DECK — _ — _ — _ _ — _ _ _ _ _ _ _ — _ _ _ _ — _ — _ — _ _ _ 24,826 SF DRY (EFFECTIVE) AREA 24,051 SF FIRST 20,000 S.F. • 33%= 6,600 SF T' 1 81D SF MAXIMUM FAR PERMITTED 7,4105E AS PER SECTION 70.72(E) UP TO 300SF MAY EXCEED FAR ---- (TOTAL OPEN SPACE = 498 SF 13 =166 7,576 SF `�' o Z 0 I cn ---- m- p I I^ v CD O C—) M c� @Q0 C m c'n m A. rn 11 I � I � I f 1 y I I I 1 I I I I 1 � I r ---11-- I 1 1 .5'x ,5b5 6F 1 = 75 Ci.F, I I I I t I '\ I I I I I II I I K dqd I 1 I I I 1 ' I 1 1 I I ---------------------- 5'x2,865 SF I \II I = 1,433 C.F. it I I it I 1 I 1I I III -- I I I +6.0' ------------ ', I i __ __ _ _ I ,, I I I �J • I I 1 I II L------ .07 31'8' SIDE SETBACK 1 I SIDE SETBA � I 17-WACCESSORY I SETBACK I 1 I II I 1 I I .5'x?15SF = 35$ C.F. • II I ----------------- I I I I I i I i I • '1 � I _— i I I I I � Y LOT10&11 TWO STORY SINGLE FAMILY RESIDENCE I FIN. FLR. +6.5' NAVD DRIVEWAY .5'x260 SF ((- 130 C.F. 0 — - �1 b 155.01' POLO DRIVE +5.5' CWJ 0 0 I I I I I I MOTOR COURT I I 1 I J +4.5' I I o I 1 1 IZ'0- MINOR 1 I ACCESSORY 1 SIDE � , I V SITE PLAN 74orn ,4 Z m(n0 N £8LZ'Sb 9ON9:J ® n LOCATION MAP RAINFALL RETENTION CALCULATION USING RATIONAL METHOD (Q=C,,,A) C = 1.0 IMPERVIOUS AREA C = 02 PERVIOUS AREA I = 2•MR IMPERVIOUS 11,122 SF (1.0 X 241R X 1 ft 112 m)= 1,654 C.F. PERVIOUS 12,929 SF (.2 X 2•/HR X t ft 112 in)= 430 C.F. SITE 24,051 SF RETENTION REQUIRED = 2.264 C.F. PROPOSED RETENTION (763+1,433+382+513+35B+130)= 3,569 C.F. I I lu 1 I � ' I I .n E—All MAXIMUM FAR= 7,576 S.F. C I I N II aELW aEv I I I I I V I I F-\ I 17-WACCESSORY I SETBACK I 1 I II I 1 I I .5'x?15SF = 35$ C.F. • II I ----------------- I I I I I i I i I • '1 � I _— i I I I I � Y LOT10&11 TWO STORY SINGLE FAMILY RESIDENCE I FIN. FLR. +6.5' NAVD DRIVEWAY .5'x260 SF ((- 130 C.F. 0 — - �1 b 155.01' POLO DRIVE +5.5' CWJ 0 0 I I I I I I MOTOR COURT I I 1 I J +4.5' I I o I 1 1 IZ'0- MINOR 1 I ACCESSORY 1 SIDE � , I V SITE PLAN 74orn ,4 Z m(n0 N £8LZ'Sb 9ON9:J ® n LOCATION MAP RAINFALL RETENTION CALCULATION USING RATIONAL METHOD (Q=C,,,A) C = 1.0 IMPERVIOUS AREA C = 02 PERVIOUS AREA I = 2•MR IMPERVIOUS 11,122 SF (1.0 X 241R X 1 ft 112 m)= 1,654 C.F. PERVIOUS 12,929 SF (.2 X 2•/HR X t ft 112 in)= 430 C.F. SITE 24,051 SF RETENTION REQUIRED = 2.264 C.F. PROPOSED RETENTION (763+1,433+382+513+35B+130)= 3,569 C.F. COVERED ENCLOSED AREA 3 CAR GARAGE091 SF 691 SF COVERED/UNENCLOSED AREA COVERED ENTRY 30 SF PAVILION 468 SF 498 SF LOT COVERAGE 3 CAR GARAGE 891 SF A1C - 1 ST FLOOR 3656 SF COVERED ENTRY 30 SF PAVILION 468 SF 5045 SF HARDSCAPE TABULATION HARDSCAPE6077 SF 6077 SF REVOONS BY E— LOT AREA- 24,826 SQUARE FEET .n E—All MAXIMUM FAR= 7,576 S.F. 05 -la SETBACKS All FRONT 30' aELW aEv SIDE 30% OF LOT WIDTH (MIN. 151 os.n,e a REAR 30' ® oi.xo.,e 3 A wEesueM�TrA, FAR CALCULATIONS oe.,s.,e g TOTAL LOT AREA 24,826 SF DRY (EFFECTIVE) AREA 24,051 SF FIRST 20,000 S.F. • 33%= 6,600 SF NEXT 4,051 S.F. ' 20% = 81D SF MAXIMUM FAR PERMITTED 7,4105E AS PER SECTION 70.72(E) UP TO 300SF MAY EXCEED FAR (TOTAL OPEN SPACE = 498 SF 13 =166 7,576 SF COVERED ENCLOSED AREA 3 CAR GARAGE091 SF 691 SF COVERED/UNENCLOSED AREA COVERED ENTRY 30 SF PAVILION 468 SF 498 SF LOT COVERAGE 3 CAR GARAGE 891 SF A1C - 1 ST FLOOR 3656 SF COVERED ENTRY 30 SF PAVILION 468 SF 5045 SF HARDSCAPE TABULATION HARDSCAPE6077 SF 6077 SF REVOONS BY E— DATE a .n E—All 4a 05 -la Q Anors E�v All oa.oa,a m aELW aEv m os.n,e a sa ELEv. aEv. ® oi.xo.,e 3 A wEesueM�TrA, m oe.,s.,e g 0. CLUB tf _a I ROOM I ,I LL�J --- -- --- (I t M L_ / \ / FAMILY ��� BREAKFAST . ® RO aOOMv OM> E-1 _ �°1_ ® ❑ o LNING r .. 0 El KITCHEN y ) 0 ® - - -- UTILITY Ai 0 0 11 rT -- � - -_ - PANTRY ml BEDROOMGUEST CHI I ,pyEa I a V I _J UESY ' W.I.C. BATH v �' �' �" GARLG.o PWDR-NINr WJQG RIOOM — — — COVID — J ENTRY °. uansvnrw «.mc �LJ ti\ 1 FIRST FLOOR PLAN T 3/16'=1'-0" 00 r Lri r.. C6 CDJ Q M� W D co m a El REVISIONS BY DATE Q FC .— " os.ii.ie Af—TE 1- m oE.oie E,Ev�wHs as os.ae.�e OEuxs a E—. rav a osss.i8 Qrtu�s a E—eEv ® 07.20.18 Qu+PE suE«*iu OL 09.15.18 U Q W�o QQw � O �a 0 �Ma V u U U U cz H ro Q U Uy i Job No. 1802022 F'L-0OW05 FIRM-AA003P) 201b I ISI 0 -`NX® ® ?V 4TVI ea F� I OrjoQ At � SECOND FLOOR PLAN 3116'=1 0' co T LO T os Q REVISIONS BY DATE Q n a Pws a 05,11 16 Qraor+. E�Ev.,noH a 30. 0 EtEv.rnrs a Os.ae.te AE,EV — os.n to QftousE—P ® 0] 18 QMPB suwirru Ol 09.1518 U Q W � Q �o �Qw O� O c� �w �ma c�7 V w w 0 U U s~ � O W Q, a=1 'd Job No. 1802022 FL-WW0i FIRM-AA003379 202b I T— L; L; r Ci O J Q F- ,scome® ` TWO m a.OO'�� a �\ O REYLSIONS BY DATE Q n nuns a os rr 18 0 reo.r e�8v.rro8 L� �J Qe�vnnoris a as.osie 0 n.wsa Ern. Be.. a asa.ra Qn.wsa[�Er aei W OI.A.1B QwrewaMrrAl ii u T— L; L; r Ci O J Q F- ,scome® ` TWO m a.OO'�� a �\ O REYLSIONS BY DATE Q n nuns a os rr 18 0 reo.r e�8v.rro8 a o8.80.i8 Qe�vnnoris a as.osie 0 n.wsa Ern. Be.. a asa.ra Qn.wsa[�Er aei W OI.A.1B QwrewaMrrAl WL .15.18 U� w �o a � O a 0 �Ma V � O � y ru^ U N l U H o C/� H m W 'a G Uc b Job No. 1802022 FL -0011105 FIRM-AA003379 1203 J MAX ROOFHM 1Hf _ ___—_ _ _ _—___— —_— —_—_—_ _—___—_—_—_ —_—_ _ E1�95,T AF.F. BECONOD—IT.O.B) _ ----- A T.O.B. F U 0 Rig IIIIIIIBnGA�llll . IL a �S F:: WO co CQ CJ? U CD W v o !�cn co T" Q xEvl9oNs BY ons • R A ,.,R U m � .Twru�l�w1 nII ouae.le E� 'CL � Qsaw¢OEtEv. REV. JN 0535.,8 U _- -_-_-_ -- OL 00.15.10 Q� y co -------------- a. _- Y Z q a ___—___ V FRONT ELEVATION M-FHEIGHT __ —_---_ —_--- —__ __ _—_ — AF.F. SIDE ELEVATION 2 3/16"=1'-0' N w O U C (n o E� 'CL W x U MAX ROOF HEIGHT_ - _ - _ - _ - ___-_-___-_- _--- __-___- _- -- -_- _-_- -_- 4� EL835V' AF.F. Jl T.D.B. - - - - - - - - - - - - - - - - - - - - 4� EL]2'd'AF.F. s SEOONDFLOORIT.O.S1 ----_ - -� EL 1ff-0' T.O.B. C LL- C,=— C W c Co > N 2 C\2 C�/3 CD �EI�I� ILII W � ■ �, � �� �� ���� �� ����� MA%.ROOFHEIGHT ___--____--- _-____-_-____-_ - EL.�95'0' AF.F. r.D.e. _ _ - - - - - - - - - - - - - - - EL.12'-8' AF.F. S SEOONDFLOOR .O.S EL'T, — T.O.B. EL -1-1'-0'111 GARAGE LEVEL _____-_-_-___-_- -- _---_-____ - EL. _V_r REAR ELEVATION 1 31,61-11-0 co T7 1 Lo 1 O J Q LHL fC� KCYLLVPIJ vwa x�EttvBTOx aEuv BEv. v resuB.xiiiN DI JAY JAY JIY JAY 01 CYL E1MIb OS.N.tB 05.]0.18 06.0818 06.15.18 01.A.1B 08.15.18 co W U'^) V/ m V Q Q�O V J ^O U _ _ _ - _ - _ _ - _ - _-Ov0 ___-______ SIDE ELEVATION 2 3.6._1.-0.. EXISTING TREE LIST NUMBER SPECIES NATIVE DROUGHTDESCRIPTION STATUS NUMBER 1 ADONIDIA PALM DROUGHT TRIPLE, 35' O.A. REMAIN 1 2 ROYAL PALM NATIVE 20' O.A. REMAIN 2 3 ADONIDA PALM DROUGHT QUAD. 35' REMAIN 3 4 ADANIDIAPALM DROUGHT TRIPLE, 20' O.A. REMAIN 4 5 ROEBELENII PALM DROUGHT 4' O.A., POOR CONDITION REMOVE 5 6 ROEBELENII PALM DROUGHT 8' O.A., POOR CONDITION REMOVE 6 7 ROYAL PALM NATIVE 20' O.A. REMAIN 7 8 ROYAL PALM NATIVE 20' O.A. REMAIN 8 9 FICUS AURES NATIVE 20' O.A., 4' CAL REMOVE 9 10 SABAL PALM NATIVE 20' O.A., REMOVE 10 11 PAUROTIS PALM NATIVE MULTI. 35' O.A.,. RELOCATE 11 12 FICUS AUREA NATIVE 20' O.A. REMOVE 12 13 PAUROTIS PALM NATIVE MULTI, 35' O.A. RELOCATE 13 14 ARECA PALM DROUGHT MULTI, 20' O.A., REMOVE 14 15 SEAGRAPE NATIVE 20' O.A., 4' CAL REMOVE 15 16 ARECA PALM DROUGHT MULTI, 20 O.A., RELOCATE 16 17 ARECA PALM DROUGHT MULTI, 20 O.A., RELOCATE 17 18 ARECA PALM DROUGHT MULTI, 20 O.A., REMOVE 18 19 ARECA PALM DROUGHTMULTI, 20 O.A., REMOVE 19 20 AVOCADO DROUGHT 20' HT. REMAIN 20 21 ARECA PALM DROUGHT MULTI DRUNKS 25' HT. 115' LONG CLUSTER REMAIN 21 22 ROYAL PALM NATIVE 40'O.A REMAIN 22 23 ROYAL PALM NATIVE 18' O.A. REMAIN 23 24 PALM DROUGHT 23' HT. REMAIN 24 25 UMBRELLA DROUGHT 20' HT. REMAIN 25 26 RUBBER DROUGHT 20' HT.. REMAIN 26 27 RUBBER DROUGHT 20' HT.. REMAIN 27 28 PAUROTIS PALM NATIVE 20' HT.. REMAIN 28 29 ARECA PALM DROUGHT 25 HT.. REMOVE 29 30 PIGEON PLUM NATIVE 20' HT.. REMOVE 30 31 PAUROTIS PALM NATIVE MULTI, 15' O.A. REMAIN 31 32 BOTTLE BRUSH DROUGHT 17' HT. REMOVE 32 33 FICUS AUREA NATIVE 25' HT. 3' CAL REMOVE 33 34 BOTTLE BRUSH DROUGHT 17' HT. REMOVE 34 35 ARECA PALM DROUGHT MULTI TRUNKS 25' HT. 115' LONG CLUSTER REMAIN 35 36 ARECA PALM DROUGHT 5' O.A. REMAIN 36 37 PINK TABEBUTA DROUGHT 20" HT., 9- CAL REMAIN 37 38 PINK TABABUTA DROUGHT 20' O.A4' , 2CAL REMAIN 38 39 ROYAL PALM NATIVE 20' O.A.. REMAIN 39 40 PINK TABABUTA DROUGHT 20" O.A., 15" CAL REMAIN 40 41 ROYAL PADA NATIVE 35' O.A. REMOVE 41 42 ROYAL PALM NATIVE 20' HT. REMOVE 42 43 ROEBELENII PALM DROUGHT 7 STEM., 10' O.A. RELOCATE 43 TREE PROTECTION PLAN Figure 1 `-. 204,F.'. Tree protecTia, fmcmv and sigwZe. 7—liF— TREF PROTFCTION AREA KEEP OUT i Warning *n Detail - - l r ea --' Land IlrGF1X4 ► �ECENE® SEP 2 4 2010 ®wn of Gu Cream, Ft- _DOCK _ -------- --------------�-------------------------------.-------- ---------- NV IL' 1. ALL E76STING TREES TO REMAIN ON SITE 2. During demolition and/or development or construction, including Installation of irrigation systems or any other underground installations, protective barriers shall be placed around each tree and shall remain in order to prevent the destruction or damaging of roots, stems or crowns of such trees. The barriers shall remain in place and intact until approved landscape operations begin; however, barriers may be removed temporarily to accommodate construction needs, provided that the manner and purpose for such temporary removal will not hams the trees. The trees shall be property irrigated throughout the building process. Trees damaged during construction shall be subject to the provisions of section 17-9. 3. The dimensions for the tree protection zones for all trees to remain onsite are shown on the 'Tree Protection Detail". This area shall be encircled with a 4 foot high sturdy fence supported by steel rods or pipes to support the fence every 6 feet. There shall be signage on the fence in English and Spanish not allowing storage of any materials, change of grade or movement of equipment. This fence shall be inspected regularly by the contractor to ensure compliance. ro�.vi Lv/ a� DISPOSITION PLAN NORTH SCALE - 3/32"=1'-0" U M ? U 2, Qo o -4 W 3 U gcaww /1 01 04 o Z ISM Seal: ((( LIC. 0 LA6 MemSLA A..LA. i I DRAWING: DisTnni[-PLw. Fxis" 'S'rcrlis[, Tree legend Tree Pmrec[iun plan kderail enl N. - PROJECT NAME CLARK RESIDENCE Da[c: W2 2W Sea le: 1'32'-1 D' ` Prawn by:.MRS. Sheet Na' L-1 TAW M SIN AERIAL PHOTOGRAPH (NOT -TO -SCALE) SCALE: 1" = 30' SURVEYOR NOTES -THERE ARE FENCES NEAR THE SOUTH AND NORT PROPERTY LINES THAT CROSS INTO EASEMENT ON THE NORTH SIDE OF THE PROPERTY AS SHOWN. FENCE OWNERSHIP NOT DETERMINED. -SEAWALL CROSS INTO EASEMENT ON THE WEST SIDE OF PROPERTY AS SHOW. -DRIVEWAY CROSSES OVER THE EAST PROPERTY LINE AND INTO THE ROAD RIGHT OF WAY AS SHOWN. LEGEND: H -HEIGHT 0 -DIAMETER C -CANOPY A/C -AIR CONDITIONER AL -ARC LENGTH (C) -CALCULATED D.E -DRAINAGE EASEMENT (M) -MEASURED P.O.B. -POINT OF BEGINNING P.O.C. -POINT OF COMMENCING P.B. -PLATBOOK P. G. -PAGE P.U.E. - PUBLIC UTILITY EASEMENT P -PLAT (R) -RECORD U.E. -UTILITY EASEMENT WM -WATERMETER —.— -FENCE # -NUMBER a -ASPHALT -CONCRETE (NOT INCLUDED) -PAVERIBRICK -WOOD -WELL OLE -WELL WATER VALVE -CENTER LINE IID® -CATCHBASIN Zf -FIRE HYDRANT cOi -POLE ® -MANHOLE X= -TOPOGRAPHIC ELEVATION 3400 POLO DRIVE, DELRAY BEACH, FL 334t33 c � o z f PROPERTY J CORNER FALLS �wQ IN WATER � J r PALM C= 20' O m 3.0' CLUSTER 6" SEAWALL - PINK TAB 0 W Z Z 3.7' E m ( 4.5' M CANAL p POLO COVE (PRIVATE) 3.0' SEAWALL 2.5' E PROPERTY CORNER FALLS IN WATER I 5I I BULKHEAD LINE\ 5.0' BULKHEAD LINE (PLAT) LOT 8 LOT 9 BLOCK CORNER AT LOT 9 a 0 Lo co ui FENCE 0 Q I CV 0.7 SLo H=40' Z 0x 0=14" %� a ARECAS 7.1'E — — _ H=25'- C=6' ROYAL PALM M PALM O o �soPo- 161.09'(P) _ vb LL.- O f v-2' J / H=2^�3' 0=9", C=20' I COVER,.,._ — __ — — . � .... __ PALM C=20' AVOCADO 7MIETAL N AMBER 0=10" ;l, 17.8' MYRTLE :« a v ❑ co - 12.0' =4,a a'�: 35..0' o' I 30,0' S.L. MULTIPLE cog LIMB SEA C1 N cli ! (FLAT} GRAPE �, g=zo RESIDENCE f PALM # 3400 LOT 10 33.1' PAUROTIS._ - 18.7 (INCLUDED) CLUSTER— —n! C=5' 17'8 co' IN BOTTLE x 0=10" wb 11.4' Ruses 0=12 H= 35' 0= 9 w .Lo H=25' PALM FICUS Q 0=16" 00 H=20' > PALM /w 0 F_ In 50;, > '; 0=6 POOL N 6" c=20, - FICUS # 111=' H=20' 14.6' f FICUS ��� TRIPLE 16" 44.3' /COVERED BOTTLE PAU-,?i ROTI cv ~:BRUSH CLUSTER QUAD 0=6" 15.0' 9.01` 0=16" C=10' - H 12' ,M c,,THEN 50 'H=35' CLUSTER 6' PA 1 PALM PALM (� �18.8'OF LOT 11 "PALM Q - �r �=1s" � (INCLUDED} 0=16" m 0=14% PALM cli _ H=20' �e r PALM 0=20",H=20' I c-6 2AIC PINK TAB PALM PALM r •, 159 24' (P� 20.0' C=5' I CLUSTER C=15' -H=15' Li. o ; o Ln = Lo 0 old O a J a I LOT 12 20.0' - ALS. ANGLES AND DISTANCES SHOWN H.ERE(�N ARE 130TH REC"Qf� AND MEA5URED UNLESS OTHERWfSE NOTED TRIPLE LLJ �' Z 0=16" 0=24" N D FENCE TRIPLE 0 ARECAS r PALM C= 20' O 5.3'E CLUSTER 6" CLUSTER 6" �0 W H=25'- C=6' PINK TAB 0 W Z Z 0.0's PALM PALM LL Z) O PALM ;« MYRTLE H=35' H=20' O Of PAGE 73, PUBLIC RECORDS OF PALM BEACH ZONE: AE`. PSM '2883 - LIMB SEA GRAPE ELEV. 6 FT. e .�`° ON 9/1912016 REMAINDER 0 OF LOT 11 a (NOT INCLUDED) 00 LOT 12 20.0' - ALS. ANGLES AND DISTANCES SHOWN H.ERE(�N ARE 130TH REC"Qf� AND MEA5URED UNLESS OTHERWfSE NOTED CERTIFIED T0: r LEGAL DESCRIPTION: d FICUS = PINK TAB - MICHELLE CLARKd THE SO"PPEARING ON THIS D6COMENT AVOCADO BOTTLE BRUSH LOT 10 AND THE NORTH 50 FEET OF LOT 11, FLOOD ZONE: x' 1 WAS AUTHORIZED BY �� _- ;7 POLO COVE, ACCORDING TO THE PLAT CLIYDF-0. MCN kL PALM ;« MYRTLE THEREOF, RECORDED IN PLAT BOOK 24, 12099C0981F MULTIPLE PAGE 73, PUBLIC RECORDS OF PALM BEACH ZONE: AE`. PSM '2883 - LIMB SEA GRAPE COUNTY, FLORIDA. ELEV. 6 FT. e .�`° ON 9/1912016 EFF. 10/5/2017