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HomeMy Public PortalAboutAPP 015~14TOWN OF GULF STREAM PALM BEACH COUNTY, FLORIDA COMMISSIONERS SCOTT W. MORGAN, Mayor ROBERT W. GANGER, 'Ace -Mayor JOAN I- ORTHWEIN THOMAS M. STANLEY DONNA S. WHITE January 10, 2016 Attn: Brian Henderson 2530 Avenue Au Soleil LLC 1110 NW 6th Avenue Delray Beach, FL 33444 Dear Mr. Henderson: Telephone (561)276-5116 Fax (561)737-0188 Town Manager WILLIAM H. THRASHER Town Clerk RITA L. TAYLOR This is to confirm that at the Public Hearing held by the Town Commission on January 8, 2016, your application for a Level 3 Architectural/Site Plan Review to permit the demolition of the existing structures and construction of a 5,320 square foot partial two-story single family, Anglo Caribbean style dwelling, attached two car garage and a swimming pool were considered for 2530 Avenue Au Soleil. The application was approved conditioned upon the following: 1) 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. 2) Any minor modifications in the landscape plan shall be submitted to the Town Manager for review and approval and any major modifications shall be brought back to the ARPB for review and approval, prior to commencement of landscaping. 3) Plans were to be submitted to Place Au Soleil Homeowners Association for review and comment prior to Public Hearing that was held by the Town Commission on January 8, 2016. This has been reviewed by the Place Au Soleil Homeowners Association and there were no objections. This approval shall expire on January 8, 2017 if a Building Permit Application, including the aforementioned improvements, has not been applied for. Very truly yours, Rita L. Taylor Town Clerk CC: Wm. Wietsma 100 SEA ROAD, GULF STREAM, FLORIDA 33483 TOWN OF GULF STREAM ARCHITECTURAL REVIEW AND PLANNING REPORT Application #: 015-14 Owner: 2530 Avenue Au Soleil LLC Address: 2530 Ave. Au Soleil Agent: William Wietsma, Architect Proposed Improvement: Construction of a partial 2 -story single family dwelling. Approvals Requested: Demolition Permit: To permit demolition of existing structures. Lot Clearing Permit: To permit clearing for new construction. Special Exception: To allow 204.3 SF of covered unenclosed area that exceeds the maximum floor area ratio as per Section 70-72 (b) (2). Level III Architectural/Site Plan: To permit construction of a 5,320 SF partial two-story, single family, Anglo Caribbean style dwelling, attached 2 car garage and a swimming pool. Issues Considered During Review: Section 66-144 Standards: Regarding Level II & III architectural/ site plan review Section 70-4 How to use this manual: Regarding Design Standards Section 70-32 Place Au Soleil District Section 70-51 Minor accessory structures. Section 70-70 Floor area calculations. Section 70-74 Setbacks. Section 70-100 Roof and eave heights. Discouraged: a. 1st story proposed eave height is 11.0' (Maximum Preferred 10' 6 ) b. 2"a story proposed eave height is 23.0' (Maximum Preferred 21') Section 70-101 Windows. Staff Recommendations: Motion to recommend approval of Demolition Permit. Motion to recommend approval of Land Clearing Permit. Motion to recommend approval of a Special Exception to permit 204.3 SF of covered unenclosed area that exceeds the maximum floor area ratio as per Section 70-72 (b) (2). Motion to recommend approval Level III Architectural/Site Plan based on a finding that the proposed partial two-story, single family, Anglo Caribbean style dwelling consisting of 5,320 SF, attached 2 car garage and a swimming pool meet the minimum intent of the Design Manual and applicable review standards with the following condition: Architectural Review and Planning Board ARPB'File #b15-14 ARPB December 17,2015; TC January 8, 2016 Page 2 1. 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. 2. Any minor modifications in the landscape plan shall be submitted to the Town Manager for review and approval and any major modifications shall be brought back to the ARPB for review and approval, prior to commencement of landscaping. 3. Plans to be submitted to Place Au Soleil Homeowners Association for review and comment prior to Public Hearing to be held by Town Commission on January 8, 2016. ARPB Date: December 17, 2015 Action: Demolition Permit: Recommended Approval (5-0) Land Clearing Permit: Recommended Approval (5-0) Special Exception: Recommended Approval (5-0) Level III Architectural/Site Plan: Recommended Approval with 3 conditions listed above. (5-0) Town Commission: January 8, 2016 Action: Demolition Permit: Approved (5-0) Land Clearing Permit Approved (5-0) Special Exception: Approved (5-0) Level III Architectural/Site Plan: Approved as recommended with 3 conditions above. (5-0) M Town of Gulf Stream TOWN OF GULF STREAM �> RECEIVED NOV 16 2015 Town of Gulfstream, 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 k--/ ) q To be completed by all applicants. PART II. GENERAL INFORMATION A. Project Information LA.1. Project/OwnerName: ZS30 l7Fz _0_�©l _fz t l LLC I.A.2. Project Address: 2_S3b A_191��r_ I.A.3. Project Property Legal Description: I�Lfa L$ Q� SO I X I i (DZ' S""p I.A.4. Project Description (describe in detail, including # of stories, etc.) j 9 h 14L "R,70 < T'MR4 Qy'e_rc.'a I.A.5. Square Footage of New Structure or Addition: 5"" -'Lo rj?, Architectural Style: _D6P &LO 1.A.6. Check all that apply: V Architectur I/Site Plan Review Land Overlay (complete section B) nDemolition of Structures ❑ (complete section G) q Special Exception (complete section E) 1.A.7. (a) Proposed F.F.E.: i& .S B. Owner Information 1.B.1. Owner Address: k 1 1 V V1_ I.B.2. Owner Phone Number: I.B.3. Owner Sianature- C. Agent Information I.C.1. Agent Name and Firm Name: Clearing ❑ North Ocean Boulevard Non-residential uses ❑ Variance Type of Foundation: q�'ILIaL '-%1k4;-,M 13VI&K 3444• T -L 0 I.C.2. Agent Address: 31op P. . t�Q�p �-4SQJI� V3t�p, I.C.3. Agent Phone Num r: o Zed. f )-/�( 4$_t,3cell •$2-"2l. Fax561"Lsi-0�7� 1.C.4. Aaent Sinnniiirn. Yllli�l I / \ / � '"T' r y utticial Use Only Pre -App Date: ARPB Dale: App Dale: Recommendation: _ Com Date: TC Date: Decision: Application for Development Approval Form ADA.2000 revised 6/13/00 Page 2 Town of Gulf Stream PART III. PROJECT DESCRIPTION AND JUSTIFICATION NOV 16 2015 To be completed by all applicants after pre -application conference with Town Staff P easGulfstream, cisel -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? III.A.2. Is the project compatible with the intent of the zoning district? Eryes ❑ No Explain. j>lrj}� LC Wnc 1 -1tt II(D tp C1 P -)o1 T M SS ALt. OP T�1� ZojJ� tel— �.�lc>3iTS III.A.3. Is the project consistent }uith the Future Land Use Map and goals, objectives and policies of the Comprehensive Plan? E1 Yes ❑ No Explain. S11)&L.a �Z � L`� TzYzS)D III.A.4. How are ingress and egress to the property to be provided? AVOWS W 1 III.A.5. How are the following utilities to be provided to the a. Stormwater Drainage_ property? o u la itis. b. Sanitary Sewer Ows ITS C. Potable Water (tel tro d. Irrigation Water e. Electricity tN" f. Telephone g. h. Gas Cable Televicinn C9NS1TPi "C _. s _ . _ 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.) 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 inv,olve land area within fifty feet (50') of the AIA (North Ocean Boulevard) right -of - Way? ❑ Yes UrNo (If "Yes", section B of this part must be completed.) IV.A.2. Does the project involve the demolition of one or more structures? idyes ❑ 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 aycexistinn uacant lot or more than fifty percent (50%) of the landscaped area of a developed lot? RI Yes (If "Yes", section D of this part must be completed.) IV.A.5. DXo 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 pro! at variance with any regulations contained in the Zoning Code? 11 Yes e No (If "Yes", section G of this part must be completed.) Application for Development Approval Form ADA.32000 Page 3 B. Projects Requiring North Ocean Boulevard Overlay Permit O )A NOV 16 2015 W.B.I. What significant landscape features or architectural features are to be disturbednor addedtandOtoFwhat IV.B.2. Describe the justification for the disturbance/addition: IV -B.3. Will the disturbance/addilionXee landscape features and open spat that destroys or impairs significant Yes Explain: No or seriously impair visual relationships among buildings, introduce incompatible landscape features or plant material 11�r vistas within the North Ocean Boulevard Overlay District? IV.B.4. How is the design consistent with the AIA Landscape�!Sqhancement Project? IV.B.5. What mitigation is proposed so that the disturbance/addition and aesthetic quality of the North Ocean Boulevard Overlay District: C. Projects Requiring a Demolition Permit least impact possible to the visual IV.C.1. When are the existing structures to be demolished? S'fT�- !�- /- A IV.C.2. When are the proposed structures to be constructed? F'$Lj --s�fZ IV.C.3. What is the landmark status of the structures to be demolished? ?VOL 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: C9t✓�PA)I1�1T'e (�It� IV.D.3. How is the removal from the project site of vegetation to be mitigated: OIL) L46Lk!!.a - IV.D.4. How are the remaining and relocated vegetative materials(o be protected and preserved during the land clearing and constriction activities and thereafter? ) Q IV.D.5. What replacement materials are proposed? '!:a Q ij61L� 1� c -4 Application for Development Approval, Form ADA.32000 Page February 2002 ��ucdlll CEIVE�� v E" Projects Requiring a Special Exception. / NOV 16 2015 IV.E.1. Is the proposed use a permitted special exception use? H Yes Town of Gulfstream, FL IV.E_2, How is the use designed, located and E3 No Code Section: proposed to be operated so that the public health, safely, welfare, and morals will be protected? s LOOL'. -" cam ����II��RZ lid$ IV.E.3. Will the use cause subst be located? Q' Yes snrttla' injury to the value of other property in the neighborhood ��y'No p p y where it is to Explain. IS A....z __ w,w i1CJtYvI�%��t��t, St "  ����.,." ISS. oT U1, IV.EA. ����R'��SS IS. How will the use be compatible with adjoining development is to be located? and the character of the District where it 40 �%i)VOLI_ p 1S L��cA 4PL:) lic,f9F Stiw IV.E.5. What landscaping and screening are provided7��5$ ME -6. Does the use�� conform with all located? No applicable regulations governing the District wherein it is to be 'Yes Q' Explain. :-15) GULF tJ M A4\JV , L gym., r,n F. Non -Residential Projects and Residential Projects of Greater than 2 Units .�� IV.F. , If co,, n area facilities are to be provided, describe them and how they are to low ���� maintained. IV.F.2. If recreation facilities properties. to be provided, describe them and their potential impacts on surrounding IV -F.3- For each of the following, list the number Loading Spaces: Standard Parking Spaces: Small Car Parking Spaces: �� Handicapped Parking Spaces: Driveways/Aisles: Application for Development Approval Form ADA.32000 and their dimensions. Page 5 HENDERSON RESIDENCE 2530 AVENUE AU SOLEIL TOWN OF GULF STREAM, FL 33483 ri -- Oil L&I I ,. r. ff William Wietsma Architect, PA 3100 NW 2nd Avenue, Suite 404 Boca Raton, FL 33431 ► RECEIVED DEC 12 2015 Town of Gulfstream, FL APPROVED Sr, JAN —8 2016 GULF STIN OF M, FL INTRACOASTAL WATERWAY I 1 P- x I I 1 I 1 I I11 - mnumr '� i I elnumr .._,e 1 1 RAL GCM B�PFL- � L I� II -- •DhYx II III I I -I I I I� a. P 11 � II 11.. T •E� l 1 i+ I � 1 n n rc- I i n 0 1111 � F• LL.,1 L_�J L fJIIL�- _ _w:P FggrL I II :IL-. II II n elpe ee+eaac r-rvea _ Lf^_�--e—J IDL- L II II Iuxcma• ' M J __JL_._J L.v_-L__J 1 G I [16rff• 9 r 1 L ,T -6a a � I � w[IDLm ewM I o I_I I_I_I_L I fft I � DAM= I I I I I I I I I ll 11 I I Iweaeae 1 •� DliG2l 14AFa 64� YLLS I I P.n. 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VC, ❑ m'. w er FIRST FLOOR uu er. r - SECOND FLOOR LOCATION MAP {::1 Mm V ecaLe ,(�N SHEET INDEX Mfm W DmYYW / VG4 iIDM a.ml nomcr Dan vcaiane nn naM+oa rLaM <-w LYRIR D.[vm p. C-1 FlPr•DfeD CIW.OLNyy RYI ca clro wree.w xulu ca au rmce n -m we mo Dnau. L -I lee 6tivY. 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W O O muwrtumm��u. .au.rz rnwr..n rwwm Q M Z un r." ,r rn. 1^ e SIDE MORTHEASTI ELEVATION a SIDE 150l1THWES1) ELEVATION W V / Q ve" . r -m" ve" . r" o" S N I . z.r< N.gOD APPROVED SET GLASS PERCENTAGE DIAGRAM MOT TO SCALE) F JAN $ ZO��U O a 5* .BOL LEGEND i. ,m erram,r Q',eu, r.c,oe .e� TOWN OF ao ��" � �" GULF STREAM, FL 0 ��rmx a��.ee mar�. �,r,r. nua" rams �ae� re+muru, -------------- :, ��= A-02 aeue " " .... ue� er .... s�� o --u -plus-uera ii._________ _siwi ii. r,BA'�i.i-,r-3��a.r 1 1 1GBFI fi• DEEP I SWALE 1 1 i i ' ITRENCH DRAIN F BT O PROPOSED SYSTEM INTRACOASTAL WATERWAY d em 0 FF EL = 8.50' NGVD 7.10�1 1DEEPLE SA PROPOSED WATER MFTFR h 4PNrr PopiZ.ECEIVED-< DEC 12 2015 Town of Gulfstream, FL I `LMATCH EXIST `(MATCH EAST M-6.8-8.7 EL•b.hB.S I AVENUE AU SOLEIL GWEN TarAL 61rE AREA ISSN t, LEGEND: WPERVCIIAAREA 9,IIN 44% PROPERTY LINE PERADV3AREA M.1 47.6% sanON IOENnRER REOUPEDelORAOE: 1• MER TGTAL SDE AREA OR 2 W MER WPERVIOUB AREA M 11E 6 6 MER AM WPERVOUS. WE 26' OVER WPERVICUS) 2 LMA BCS RUNOFF EGWllarl: OIRE"ON OF FLOW A • Im.r EASTING ELEVATION 0 RIIROFF . IPanMI(PIO.N) A OF PROPOSED P• ACCUMULATED RAWAL. Efl CN PAVERS 1.]1 PROPOSED WATER METER B - BOL STORAGE r%PERVIOUS [ ra.nu AVERAGE PERVIOUS ELEVATION • i1 WATER TABLE ELEVATION 21 CEPMTGWATERTABLE At CLIALLATWEWATERSTORAGEWOHNBOL . 10.1M ETGRA'E PER SFWMD EASIS OF REVIEW 2sx REDUCTION . L,TSM 360A NOTE: IF L8 S a OR • P. TNEN 0 • o am • aTe • 1.31 a. GMM .E REQUIRED V • SOI@ 62, d VOLLYE PROVIDED V •ISOAI•SRS BWAIEe •,/2•„2X1 NOTE: CONTRACTOR TO FIELD V VERIFY EXACT LOCATION. SIZE. AND DEPTH OF ALL EXISTING UTILITIES Le AT TIME OF CONSTRUCTION AND REPORT ANY DISCREPANCIES TO ENVIRODESIGN ASSOCIATES, INC. Know whafs below. CRIT before you dig. LOCATION MAP O N.T.S. LEGEND: PROPERTY LINE A sanON IOENnRER F PLAN PAGE DETAIL PAGE Site 2 ^-^— OIRE"ON OF FLOW .A! EASTING ELEVATION ® A OF PROPOSED Efl CN PAVERS T PROPOSED WATER METER [ ra.nu tya. NOTE: CONTRACTOR TO FIELD V VERIFY EXACT LOCATION. SIZE. AND DEPTH OF ALL EXISTING UTILITIES Le AT TIME OF CONSTRUCTION AND REPORT ANY DISCREPANCIES TO ENVIRODESIGN ASSOCIATES, INC. Know whafs below. CRIT before you dig. LOCATION MAP O N.T.S. APPROVED Ser JAN —8 2016 GULFS REowly AM, FL CALL 48 HERBS BE E You DIC. IT'S THE LAW 1-800-432-4770 SUNSHK STATE ONE CALL OF FLORIDA, INC. y SCALE: 1^ 10' 2 v O m•mwr mM n M6AfIdw AsnArrs .a mn M.. W Is Fa . NAVA, FpPRII6 AL WIED AD YA1 IIµOf BF A A011L4m Mi[]9pIAL pOELII APR®IMO pNRO.Bq A>OWArLL NC P4 U z w � d cn Q aQ w 0 O � ¢w z w d rn z w a wx wGa d E-- ZIs. Fri L�2 O �w y mm�,Sg� zs o0 WiEQ >M zao w`¢E o>s. >� Z� ^ m G7 Gy�� a V Z - DRAIFN: N.T.J. JOB No 15111 -ENG 3 LEGEND: PROPERTY LINE A sanON IOENnRER 7 T PLAN PAGE DETAIL PAGE 18. PROPOSED ELEVATION ^-^— OIRE"ON OF FLOW .A! EASTING ELEVATION ® A OF PROPOSED Efl CN PAVERS T PROPOSED WATER METER APPROVED Ser JAN —8 2016 GULFS REowly AM, FL CALL 48 HERBS BE E You DIC. IT'S THE LAW 1-800-432-4770 SUNSHK STATE ONE CALL OF FLORIDA, INC. y SCALE: 1^ 10' 2 v O m•mwr mM n M6AfIdw AsnArrs .a mn M.. W Is Fa . NAVA, FpPRII6 AL WIED AD YA1 IIµOf BF A A011L4m Mi[]9pIAL pOELII APR®IMO pNRO.Bq A>OWArLL NC P4 U z w � d cn Q aQ w 0 O � ¢w z w d rn z w a wx wGa d E-- ZIs. Fri L�2 O �w y mm�,Sg� zs o0 WiEQ >M zao w`¢E o>s. >� Z� ^ m G7 Gy�� a V Z - DRAIFN: N.T.J. JOB No 15111 -ENG 3 1. ALL PAYING AND DRAINAGE WORK IN ME PAW BEACH COUNTY (PBC) RIGHT-OF-WAY SHALL BE CONSTRUCTED IN FULL ACCORDANCE MN ME PBC UTEST STANDARDS. ALL PAVING AND DRAINAGE WORK IN ME FLORIDA DEPARTMENT OF TRANSPORTATION (MOT) RIGHT-OF-WAY SMALL BE CONSTRUCTED IN NEL ACCORDANCE WN ME NOT LATEST STANDARDS. L COMPACTED SUBGRADE SMALL BE COMPACTED AND MEET ME DENSITY REQUIREMENTS AS CETERMINED BY ME AAMM T -HBO SPECFICATONS. SUBGRADE SHALL EXTEND 12 INCHES BEYOND ME PROPOSED EDGE OF PAVEMENT AND/M 8' BEYOND VALLEY GUTTER, TYPE 'r CURB k GUTTER. OR TYPE 'V NRB. SUBGRADE SHALL BE 12 INCHES NICK COMPACTED TO 98E ACCORDING TO AAMM i-180. ALL MUCK, STUMPS, ROOTS OR OVER DELETERIQUS MATTER ENCNNIERED IN ME PREPARATION OF ME SUBGRADE SHALL BE REMOVED COMPLETELY MOM ME CENTERLINE OF ME ROADWAY TO A MON OF TEN FEET BEYOND ME EDGE OF PAVEMENT IF WBGRAI E 15 REWIRED TO BE STABILIZED, ME REQUIRED BEARING VALUE DETERMINATIONS SHALL BE MADE BY ME FLORIDA BEARING MIT, LEST MEMCO 'C' M AAMTO T-180 SPECIFICATIONS. 3. SHEU.ROCK BASE SHALL BE CONSTRUCTED IN ACCORDANCE WIN SECTION 250 OF ME MORIA DEPARMMENT OF NANSPMAIION STANDARD SPECIFICATIONS FOR ROAD AHO BRIDGE CONSNUCnN, LATEST EDITION. ME THICKNESS OF ME SHELLR(N BASE SHALL BE AS SHOWN ON ME DETAIL DRAWINGS AND SHALL BE COMPACTED TO A DENSITY OF NX OF WE MAXIMUM DENSITY AS DETERMINED BY AASHTO i-180. ME SHELLROCN SHALL HAVE A MINIMUM OF QX CARBONATES OF CALCIUM AND MAGNESIUM IN ME MATERIAL 4. UMEROCK BASE SHALL BE CONSTRUCTED IN ACCORDANCE MIN SECTION 200 OF ME NOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. LATEST EDITION, ME THICKNESS OF ME UMEROOK BASE SHALL BE AS SHOWN ON ME DETAILED DRAWINGS AND SHALL BE COMPACTED TO A DENSITY M SIBS OF ME MAXIMUM DENSITY AS DETERMINED BY PASHTO T -HBO. S NUN AND PEAT - IF MUCK ANO/M PEAT ARE ENCOUNTERED IN ME ROAD M PARKING AREA, THEY BULL BE REMOVED COMPLETELY TO A WDM OF TEN FEET BEYOND ME EDGE OF PAVEMENT AND STALL BE SACNFIUEO MN GRANULAR MATERIAL. IF HARMAN IS ENCOUNTERED IN ME SWALE AREA. IT WILL REMOVED TO A WON OF TWO FEET AT ME SWALE INVERT AND REPLACED MIN GRANULAR MATERIAL 6. WHERE SOD IS OWNED. LOWER ME MADE 2 INCHES BELOW ME FINISHED MADE TO ALLOW NR ME THINNESS OF ME 500. T. CLEARING AND MUSSING - WNiN ME UMTS OF CONSTRUCTION ALL VEGETATION AND ROOT MATERIAL SHALL BE REMOVED. B. GUMBO - MORE GUMBO M OMER PLASTIC CUPS ARE ENCOUNTERED, THEY SHALL BE REMOVED WITHIN ME ROADWAY AND PARKING AREAS ONE NOT BELOW ME SUBGRADE EXTENDING HORIZONTALLY M NE OUTSIDE EDGE OF ME SHOULDER AREA. 9. PRIME COAT SHALL BE IN ACCORDANCE MN SECTION 300 OF ME NOT STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSNUCTM, LATEST COMM. PRIME NAT SHALL BE RC -70 OR ASPHALT EMULSIN PRIME (AEP). PRIME COAT SHALL BE APPLIED AT A RATE OF APPUCATN NOT LESS MAN MID GALLOWS PER SQUARE YARD FOR UMEROCK BASES AND NOT LESS MAN 0.15 GALLONS PM SQUARE YARD NR SHELL ROCK M COQUINA WELL BASES 10. TACK COAT - BITUMINOUS TAN COAT SHALL CONFORM MN ME REQUIREMENTS OF ME NOT SPECIFICATIONS, LATEST EDITION AND SHALL BE APPLIED At ME RAZE OF 0.08 GALLONS PER SQUARE YARD, UNLESS A VARIATION IS APPROVED BY ME ENGINEER. IT. ASPHALTIC COMMIT SURFACE COARSE SHALL BE IN ACCORDANCE WN SECTION 334 OF THE FOOT STANDARD SPEOFICAnONS FOR ROAD AND BRIDGE CONSTRUCTION. LATEST ADDITION. ME THICKNESS OF ME SERI COURSE SHALL BE AS SHOWN ON ME DETAILED MAWNGS. 12, ALL CONCRETE SHALL DEWLIOP NOD P.M. (MINIMUM) 28 DAY COMPRESSIVE STRENGTH OR GREATER WHERE NOTED ON PUNS. CLASS I CONCRETE SHALL CONFORM BUN ME FOOT SREOFICAnONS UTEST EDITION. CUSS I CONCRETE USED AS PAVING SHALL OEWGOP 3000 P.WL (MINIMUM) 28 DAYS COAPRESSIE STRENGTH. 13. PAVEMENT TRAFFIC STRIPES AND MARKINGS SHALL BE IN ACCORDANCE BUN CURRENT CITY STANDARDS ANO/OR MANUAL ON UNIFORM TRAFFIC CONTOL DEVICES FOR STREETS AND HIGHWAYS, AND/M PAW BEACH COUNTY TRAFFIC DEPARTMENT TYPICAL T -P-10-001, MORE APPLICABLE 14. SEQUENCE OF CCMITUCTON - ME SEQUENCE OF CONSNUCTW SHALL BE SUCH MAT ALL UNDERGROUND INSTALLATIONS M EVERT ANG MAT ARE BENEATH ME PAVEMENT, SHALL BE IN RACE AND HAVE PROPER ONSET PRIM M NF CONSTRIlrM N ANG COMPACTION OF MF SUAMADIF IS. INLETS AND MANHOES - ALL INLETS AND MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WIN ME NOT SPECIFICATIONS, LATEST EDITION, AND ROADWAY AND TRAFFIC DESIGN STANDARDS, LATEST EDITION, AND PBC STANDARDS LATEST EDITION, WHERE APPUCABLE. 16. GRAZE ELEVATONS REFER TO ME FLOWUNE OF ME NATE. 17. GRADES SHOWN ARE FINISHED GRADES. 1B. MINIMUM ROAD CROWN ELEVATION SHALL BE EL TBD' N.G.V.D. 19. REINFORCED CONCRETE RPE -THE RPE SHALL CONFORM MIN ME REQUIREMENTS OF MSS IN OF ASTM C-78 AND WN ME NOT SPECIFICATIONS, LATEST EDITION. ME FIRST JOINT OF PIPE ENTRING OR 1EAWNG A MANHOLE OR INLET SHALL BE WRAPPED MN FILTER FABRIC PER NOT SPECIFICATIONS. 20. COMM GATED ALUMINUM PIPE SHALL MEET ME REQUIREMENTS OF AASHAI MIN AND SECTINS 125, 430 AND 943 OF ME NOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTON, LATEST NITON. 21. MEASUREMENT OF ME LENGTH OF PIPE SHALL BE FROM ME CRIER M ME STRUCTURE TO ME CENTER OF ME STRUCTURE. 22. PIPE BACKFILL - REQUIREMENTS FOR PIPE BACKFILL GROSSING ROADS M PARKING AREAS SHALL BE DEFINED IN ME NOT SPEOFICA11ONS, LATEST EDITION. PIPELINE BACKFILL SHALL BE ARCED IN SIX INN UFES AND COMPACTED TO LOOS OF ME STANDARD PROCTOR (AAMM) T-99 SPECIFICATIONS 23. ME CONTRACTOR SHALL SUBMIT TO ME ENGINEER THREE IN) M CnFRED COPIES OF A CHEMICAL AND SIEVE ANALYSIS OF THE SHELL RON BY A STATE OF FLORIDA CERTIFIED LAB WHEN CONSTRUCTING A SHELL RON BASE FOR ROADWAY, 24. PRIOR TO CERTIFICATION M ME DRAINAGE SYSTEM, ME CONTRACTOR MUST PUMP DOWN AND UMP ME DRAINAGE SYSTEM FOR INSPECTION BY ME ENGINEER AFTER FINISHED ROCK FOR ME ROADWAYS HAS BEEN INSTALLED. 1. RV4CEYDR BASE m BE AT ARE IS MIR. Za BASE WRMA SOUL BE RA® M TIMI HIM AND EACH MFT DENSITY PERTAASITE T -IN B ISP Y LIR 1KC%xEii . B'). Mi, u' GuvATABIE naWABIE Fu OFTi eAS11 ED WAY BE USIx UEV L ASPHAi CORORTE PA`A1pT MINER M41 BE YECHANICPILY RANI. 4• MALL BC KARSED SIp2B YAWOPERA.... MM ETTE STAMPARPS. S. SIARFACE - TYPE 11 OR1.1ASEE.11C C. (Mx. RREWE s I T/V) e• PPAI MI At CHE OF OETT E CH ARROW DAY mFACMTATE E.IIMDEAm WATrTE FERRY PAVEMENT REPAIR DETAIL GU 1.1 EMEENI ORTUREE REMAKING BACIEW. Pu® AYB .oMAnWi GGE REElI 961IY) B' A. as IB' WAX. A. . PLACED .0 1WOEVE, PER AAIHM r -IBB I/B• MAX, ACCRELArE SEE B' MAX. VR. EDRMI1 t RO9 � AASHm I -I= NOTES: 1. VNSIITABI£ M -SN WRRIALS W. AS MVR. FORKS AVP LMq ROOK. SOUL BE R[YI.: BLBB.. YARgAL M0 BACKEELLB CONSISBNB IF WASHED AND ORANGE MERCER ]/Y L THE PIPE ARMIER SIRUCNRE MALL BE FULLY ywm= TOR ITS CRIME LLHMIXdRGTH MM APPROPRIATE COIPAEROR WEEK THE RPC L TIE PIPE AAD/OR SREACNRE SIML BE M® M A wr TFENOH. A. BARNL SHALL BE RN6 OR UNWEMBF MAYORAL WOI AS uxa .. uu., ARE DEBTS S TCOMPACT. X..TTT ELS - SIX . (AAAA9HTImUi 1.) ALEM[NT AIID B. CMPACna MW DI TESTS MALL BE CCMPECTO WRwc PNOODEARE TROIRWATIAM NEAMHX, PHTimn IAL SIE RE` EOPR D 10 RE-EXUVAIE TIE AREA II OSTM. OOMR N 114E BIGGER. YAIEM.LL. THEM BACRRLL FCLLOMI. THE ABOIE PX"WAXR S TYPICAL BACKFILL DETAIL GU 2.1 PLAN NOTE: M[(AAU MA1 BE gMSAV= 1MRypH pMVEwAi. pATFR m plf ELVR GENERAL NOTES I. CONTRACTOR SHALL PROTECT ALL PERMANENT REFERENCE 11 ENWROOESIGN ASSOC. INC. SHALL NOT BE RESPONSIBLE FOR ME MONUMENTS AND TAKE ALL PRECAUTIONS NECESSARY TO AWID SAFETY OF ME WORKERS OR RHE GENERAL PUBLIC, CONTRACTOR SURVEY MARKERS DURING CONSTRUCTOR. CONTRACTOR SHALL BE A- INSIDER BASE COMPACTED m 98X PER STALL BE RESPONSIBLE FOR PROVIDING SAFETY TO ME WARNERS YMm T -II MT9GE BMr O MA, RESPONSIBLE FOR REPLACEMENT OF PERMANENT REFERENCE V WORKER SASE COMA TO THR PER IN ACCORDANCE WN OCCUPATIONAL SAFETY A HEALTH AAMm T -Dm MmE .1 GF WAY. ' FIKFIB{£ CULL (IW P.iE WN) MONUMENTS DISTURBED DURING CNSNUCTION, AT NO ADDITIONAL SECTOR ADMINISTRATIONS (OSHA) REQUIREMENTS AND ME SAFETY OF ME PAVER DRIVEWAY APRON TYPICAL DETAIL RT10.2 COST TO ME OWNER. GENERAL PUBLIC. 1 CONTRACTOR STALL BE RESPONSIBLE FORT ME PROTECTION OF ALL 13. ALL MATERIALS AND WORKMANSHIP MUST BE IN ACCORDANCE WITH TWISTING UNDERGROUND UTILITIES YMEMER OR NOT SHOWN ON THE ME LOCAL UTIUTY STANDARDS AND SPECIFICATIONS PUNS. UTILITIES MGM ON ME PUNS ARE FOR REFERENCE ONLY ANO MAY NOT DEPICT ACTUAL LOCATIONS. CONTRACTOR SHALL 14. ME CONTRACTOR SHALL CALL SUNSHINE 1-800-432-4770 4B NOTIFY ALL UnLITY COMPANIES FOR LOCATION AM DEPTH O MBR HOURS BEFORE GIGGING FOR MILE) LOCATIONS OF UNDERGROUND LINES PRIOR TO CONSNUOTIN. UTILITIES. 3. CONTRACTOR STALL BE RESPONSIBLE TO COORDINATE AND PAY FOR 15. CORRUGATE ALUMINUM RPE USED BENEATH PAVEMENT MALL BE ME DEENERGIDNG OF POWER LINES AND/OR HOLDING POWER POLES IN CONFORMANCE VAN SEC 8.241.53 DURING CONSTRUCnON AT NO ADDITIONAL COST TO ME OWNER, 16. ALL CONSTRUCTION ACTMTY, INCLUDING TRENCHING, IS TO BE A 4. CONTRACTION SHALL BE RESPONSIBLE TO COCRONATE AND PAY FOR MINIMUM OF SIX FEET MGM ME BASE MANY TIME NAT IS ME REPLACEMENT CF TRAFFIC LOOPS IF DAMAGED CURING DESIGNATED EO ROMAN. CONSTRUCTION AT NO MOTIONAL COAST 70 ME OWNER. 17. ALL UMEROCK AND BASE MATERIALS SHALL BE REMOVED FROM ME 5. ALL ELEVATIONS REFER TO N.G.V.O. 1929. MINIMUM FINISHED ROM PLANTER AREAS/ISLANDS AND REDUCED MIN APPROPRIATE EEEVAMM MR ANY RESIDENTIAL STRUCTURE SHALL BE SET AT OR PLANTING SOIL PRIOR TOT ME LANDSCAPING OF ME SHE. ABOW ELEVATON BSD (WHICH 15 ABOVE NE 100 -TEAR FREQUENCY STORM). 18. ME REMOVAL OF ANY NEE ON ME SITE IS PROHIBITED WMQUT THE REWIRE) PERMITS 6. SHOP DRAWINGS SHALL BE SUBMITTED TO ME ENGINEER FOR RENEW PRIOR TO CONSTRUCTION OR INSTALLATION AS REWIRED BY 19. ALL MATERIALS AND CONSTRUCTOR WMIN ME FOOT ME ENGINEER OR BY ME APPROPRIATE GOVERNING AGENCIES RIGHT -CF -WAY SHALL CONFORM TO ME FOOT DESIGN STANDARDS FOR DESIGN, CONSTRUCTION. MAINTENANCE AND UTILITY OPERATIONS 7. CONTRACTOR SHALL BE RESPONSIBLE N SECURE AND PAY FOR, AT CN ME STATE HIGHWAY SYSTEM (LATEST N.). NO ADDITIONAL COST TO ME OWNER, ALL NECESSARY PERMITS, FEES AND LICENSES. 20. LANE CLOSURES WMIN ME NOT RICHT-OF-WAY SHALL BE LIMITED TO ME HOURS OF 9AM-YM, MONDAY -FRIDAY EXCLUDING B. CONTRACTOR SHALL BE RESPONSIBLE FOR OV1NG ME REWIRED GOVERNMENTAL HOUDAVS. MAINTENANCE OF TRAFFIC SHALL BE HODGES AND COMPLYING WIN ALL PERMIT(S) CONDITIONS. PROVIDED IN ACCORDANCE MN INDEX 813 OF ME NOT DESIGN STANDARDS (UTEST E0.) 9. MENACING BE RESPONSIBLE TO COORDINATE AND PAY FOR OF OT V DOES DURING LNSNUCTION AT NE HDITION OST T NO ADDITIONAL COSI TO THE OWNER. L E O 10. ALL CONCRETE SHALL DEVELOP 2500 p.s.l. (MINIMUM) 28 DAY COMPRESSIVE STRENGTH OR GREATER MERE NOTED ON PUNS. CUSS I CONCRETE SHALL CONFORM AN ME NOT SPECIFICATIONS. LATEST EDITION. CLAS$ I CONCRETE USE AS PAYING SHALL OMCP 30M p.R.l. (MINIMUM) 25 DAYS COMPRESSIVE STRENGTH. 11. ALL UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE MEN ME REQUIREMENTS OF ME LOCA. UTILITY. REMAKING BACIEW. Pu® AYB .oMAnWi GGE REElI 961IY) B' A. as IB' WAX. A. . PLACED .0 1WOEVE, PER AAIHM r -IBB I/B• MAX, ACCRELArE SEE B' MAX. VR. EDRMI1 t RO9 � AASHm I -I= NOTES: 1. VNSIITABI£ M -SN WRRIALS W. AS MVR. FORKS AVP LMq ROOK. SOUL BE R[YI.: BLBB.. YARgAL M0 BACKEELLB CONSISBNB IF WASHED AND ORANGE MERCER ]/Y L THE PIPE ARMIER SIRUCNRE MALL BE FULLY ywm= TOR ITS CRIME LLHMIXdRGTH MM APPROPRIATE COIPAEROR WEEK THE RPC L TIE PIPE AAD/OR SREACNRE SIML BE M® M A wr TFENOH. A. BARNL SHALL BE RN6 OR UNWEMBF MAYORAL WOI AS uxa .. uu., ARE DEBTS S TCOMPACT. X..TTT ELS - SIX . (AAAA9HTImUi 1.) ALEM[NT AIID B. CMPACna MW DI TESTS MALL BE CCMPECTO WRwc PNOODEARE TROIRWATIAM NEAMHX, PHTimn IAL SIE RE` EOPR D 10 RE-EXUVAIE TIE AREA II OSTM. OOMR N 114E BIGGER. YAIEM.LL. THEM BACRRLL FCLLOMI. THE ABOIE PX"WAXR S TYPICAL BACKFILL DETAIL GU 2.1 PLAN NOTE: M[(AAU MA1 BE gMSAV= 1MRypH pMVEwAi. pATFR m plf ELVR SHGiur o M K ER I-I/2' MOM OF am. BEOWpx6 ISP COMPACTED MBrn.DE A- INSIDER BASE COMPACTED m 98X PER TO BBS E. YMm T -II MT9GE BMr O MA, AAMm I -IB. V WORKER SASE COMA TO THR PER AAMm T -Dm MmE .1 GF WAY. 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IID JAB TRACMWSPERMUMIASMMOMTEL-CONFEDERATElASMINE'-6'vail=s 3 XM PHILODENDRON'XANADU'-3p1,16"hp.. _.._......._........... _.. TB HIM FIRLIAN4N5 DEB1U5-'REACIISUNRDWER'• 129— .. ....... . 560 TAC MICROSOUNH SCOLOPIINDft1UM-'WAIT FEAN• I pl.._.. _..,.. ..._.._.._. IN JAM TAACHELOSPERMUM ASIATICUM'MIN'•'DWARFlASMINE'-I p1............240 TREE PLANTING DETAIL .LLA NOTES: 1. ALLLANOECAPMGANDSMORCAnONSSHALLMEEFOREXCEEO TND THE TOM OFGUTSTRE M PROVIDED MINE PLAMUSt AND THE TO" AERIAL TULL LANDSCAPE EXCEED ODE 2 ALL PEANTINGM SPECIFIED IN GRADES MI= ORSANDS EXCEED STANDARDS GRADE pt AS NTS', IED IN'BRADE9 AND AND TREES', FOR NURSERY PLATES',AND PART 3'PS ANDTREES', CURRENT OR SHAPEDPRI R BEINSTALLEDSHALL NOT BETIPPEO,TOPPED, ORSHAPEDPRIOR ICTOR S INSTALLATION 3. TFACIHE CONTLUTES DMAGE AND IS IBLEFOR DINATE IND ALL Y OR LLE CON LUTES ON ISTD COORDMATE WDN ALL OTHER CONTRACTORS ON Sf1E 4. (L )WDTING I50 LS TO MILORGE IMEED FlIF.E PERE CU OFMUCICANDSAND I)PPL WRHf0LBSOFMILORUCH A PERE AL YDS S. APPLYJ'GOID'CYPRE55 MULCH AROUND ALL PLANTS WITHIN GAYS. 6. ALL SODDED AREAS ARENOTED SOD TO RED WITH D'ST. COMPACT TINE' SOD, vTHAEXCEPT BODY NOTED. SOD TO HAVE HT JO COMPACT GUOWIH AND BODY AC TCE LAY WITH tIGM10MT3. T. GUYMO/STAKMB PRACTICES SHALLNOT OFTRS,SCREWS, WRF9 ETC... TO PENETRATE OUTER SURFACES OFTREES, PALMS, OR OT3HR PLAN MATERIAL. TREES, PALMS, AND PLAMMATERIAL REECf®DUEIO nI19PMLTCE SHALL EE REPLACED WRH THE MSPECf00.0N STB I. BURUPMATERIA4 O CAOES,PIASTICCANVASSIMPRETOF MUSE EEMANO RENOVDDFROMTHETOPONEHALF AOS IRF THEROQT HALL TRCES ANO SHRUBS GROWN M OAOW BAGS OR GROW BAGTYPE LMUSTHAVEBUCN MATERLU. RVMY PMOR O PANG HTO0. BU. 9. ALLPMMEULBALLREROFPE,INSEC,DS AE, WFIDS, EIC... 10. ALLPLANMATERIAL SHALLBEPLA ATPROPERDEPTH A9 ORIGINALLY ORO W N ANO' OR 40 THE TOP OFF THE ROOT RALL IR FLUSH ORSLIGHTLY ABOVEGRADE NMEDA PANTING, ALL TREES MOULD PROVIDE TRUNK TAPER IMHEN PROPERLY PLATE®LSHAL BEWATPLANTING TIME 11, ALL PLAN MATERIAL SHALL BE KIMI INT IS BODY ZONE OF PLAES AND NO ELIMINATE AM POCKETS AS N THIS NECESSARY AND AREA li TREES AND PALMS ARE TO BE STAKm AB NECESSARY AND IN A 0000 WORXMAMIKE MANNER WRHNO NAIL STAKING PERMITTED 13. LANOSCAPMO SHALL BE PLACED TO EDGE OF ABUTTING STREETS OR OTFNR LANDS. 14. SUE DISTANCE CONCERNS MUST BE MAIMAINFD MRCLEAR SRE VISIDILITYFROM THIRTY INCHES IO SEVENTY-TWO wCHES,TREE T MU-EXCLU ..MEASUREMETTSHALLBEMAGEMOMTOPOF ROOT BAIL PLANTED ATPROPER ELEVATION. 15. UPON COMPLE IONOP WORK THE SITE SHALL RECLEARED OF ALL DESRIR SUPERFLUOUSE MATERLUS. AND EQUIPMENT CAUSED BY TICS PERMU'TO THE SATISFACTION OF TLE INSPECTOR 16 SEE PLANTING DETAILS FOR ADDITIONAL PLANING INFORMATION. 1I. LANDSCAPE CONTRACTOR TO PROVIDE AN AUTOMATIC UNDERGROUNDBU RIATION SYSTEM AS SHOWN ON PLANS. SYSTEM SHALL HAVE A RAIN SENSOR DEVICE AS REQUIRED. THEUR SHALL BE NO OVERSPRAY ON SIDE W ALK5 OR ON ROADWAYS, SYSTEM TO PROVIDE HM COVERAGE IS. ALL CONSTRUCTION MATERIAL AND FOREIGN MATTER SHALL BE REMOVED FROM THE PLANTING AREAS AND REPLACED WITH SW50 MIX FILL SOIL OR AS PER SPECIFICATIONS. 19. THE LANDSCAPE ARCHITECT AND THE CITY OF BOCA RATON SHALL BE INFORAffD OF ANY CHANGES FOR APPROVAL IN PLAN MATERIAL PRIOR M INSTALLATION. INSTALLATION MATERIAL SHsI t. Be PERnLIZ®UPON 31. THE LANDSCAPE SHALL CONTACT THE COUMY, UIIDERGROUNOIITBI� OR nRIlCNR85 PR MM DIGGING. n IANDSCAPF. CONTRACTOR SHALL REPAIR ALL DAMAGE TO UNOERGROUNO URLIT@9 ANOIOR CONSTH=ONCAUSM ATM COSTTOTHEDWNER P_. ALL PLAMMATERW. SHALL BE GUARANTEED FOR A PENOD OF 13 MONTHS AFTER DATE OF SMSTAN IAL COMPLETION. U. IN ADDRTON TO THESE REQUIREMENTS. ALL LOCAL LANDSCAPE COOE93HALL BE MEC IN ORDER TO SATISFY IIIE REV@W AND APPROVAL OE THE GOVERNING SCONE-PALLTY 34. C6RDINATE WRNF@RI ALLTRADES, ESPECIALLY TIRGATION CONTRACTOfRAC10R APPROVE® SET JAN ,8 2016 GULF g REAM RL gam§ L3 1 R=75.00,'/ 4--0557'59N yQ PW FAILS x RT FR \�O P. 1 -.4. BUILDING 12530 1. 0004FCED ANCLE AT LOST WESrFRLY PRLWERIY C'ORAER ... 9-14-2015 LOT 51 67' A. \\ /SD sTaewY No LOT 49 \ \ oa 00' -4 CONCRETE a%F CAOS3'AC WTO R/W \ - CW AGWMIESMY SIDE OF LOT \ THERE ARE MCES REAR 71E SOUQ W OF CNF PROPIDUY �L 0061CRETE SFANU NEAR THE SOUNCARY CMF RIE PRCWEW SURVEYORS CERTIFICATE I HER£SYCERnFYTHAT rw sot#vDARY5lMVEY ASA TMTE CORRECrREPRESENTATIONOFA a� SURVEYPREPAREDR7IDERMYD/RECTION. mRo. NOT VALID 4MTHOTANAUTHENTICA TED ELEC7RONC SCMTUREAN7AINHENRCATED£LECTROWSEIL. " • ° • ORA RAISED EkG=ED SEN. ANO SIGNATURE Clyde O. w.rUN.awwA>l.qA s,mr.aaw.u.r°e.°u. McNeal t�K lSfG1VEDl o...msmtstsnae.wm CL YDE0 MrVEAL. PROFESS4NAI. SURVEYOR AND &WIPER✓•2W3 SO LOT cwAm..• +� 1500 SD Fr +� Os6 ACRES m o PLWT FNLS QMCAEI£ 54 LOT 50 AV ° LB #7893 TARGET SURVEYING, LLC SERVING ALL FLORIDA COUNTIES 6250 N. MILITARY TRAIL. SUITE 102 WEST PALM BEACH. FL 33407 PHONE (561)6404811 FACSIMILE (561)6400576 STATEWIDE PHONE (800)2284807 STATEWIDE FACSIMILE (800)741-0576 j — American FIDELITY TITLE LEGAL DESCRIPTION: Lot 50, PLACE AU SOLEIL, according to the Plat thereof, as recorded in Plat Book 27, Page 69, of the Public Records of PALM BEACH County, Florida. Community Number. 125109 Panel: 1251090001 > UCEIVED Suffix: D F.I.R.M. Date: 9/30/1982 DEC 12 2015 Flood Zone: A5 Certified To: Town of Gulfstream, FL 2530 AVENUE AU SOLEIL, LLC, A FLORIDA LIMITED LIABILITY COMPANY AMERICAN FIDELITYTITLE; STEWART TITLE GUARANTY COMPANY,• Property Address. 2530 AVENUE AU SOLEIL DELRAY BEACH, FL 33483 Survey Number: 238164 Field Work: 09.11-15 LEGEND AL AW CONN lIONER SR BEARM4GREFEREACE SMI BENCHMARK ® WELL (C) CALCUZAMD CATV CA&ERfSER CS CATCHBASW DH DRXL HOLE DE DRAAWGEEASEA1ENr OW DRNEWAY A CEMRAL AAGLEDEL rA CM CONCRFTEMONUMENT DR DEED BOOK D. DESCR407 MIORDEEO ESMr ELSEAENr EO.W. £DGEOFWATEt . += EXASW EIEVAnON f.F. FWISNEDROOR F.I.P. FOLWAWNPIAE FO POLAND ® WELL W.C. W INESSCCRNER FP.K FO(AVOPARXERdLILOVNM FGM FOWCONCRIFEMORAIENT F.1R. FOUNDiRoVRoa L LENGTH LAE LNBTEDACCFSSEASEWff ME MAWJENAMCEEtSFLENT MR MAHHIXE FM POUND NAD NAR dO1SC NR ATWRADIAL N.TS NOTTOSCALf APPROVE® SES' JAN -81016 GULFS REgM FL LME LAKE MAWrENAM10EiLSEWNr OR O ICAL RECORDS O.R.B. OFFEW RECORDS SOCK OE UTIUrYEASEAENr P.CP. PER,WWENrCOVTRC1 POINT P.R.M PPRAGNENrREFERENC6A10NtaSNr rSAL TE46°O2IRY8ENCHAAW TEL TELEPHOVEFACSRiES POS. POWTOFBEGWNMC POC POWOFCOAAUEACEMENT Pcc. PowroFccavoUNOCURVAraw PC POWTOFCASVATEM PRC POWFOFRE1/ERSECURVATL4SE PT. POINTOFTANC,EACY • PROPERTYCORNER ROE RCOFOVERHANCEASEALENT R RAMS(RADNL) PAGE t OF 2 PAGES GENERAL NOTES LEGAL DESULPTION AND CERTIFICATION I) LEGALD£SC%K WPROV00BYOTIlERS 2) TWLAAVS,9 WNNEREONWFRENOrABSTRAC7WFDREISFAENTSCROINFRRECORDED fACU.UBCIACESNOr&WI4NLW THEPLAT. 3) MERGROLAVDPORnaVSOFFOOn= FCA`"7KWSOPO74"XAFR0WJAFVTS1I?fRE N7rLOG1TED. 4) WALL TA:SARETOTHEFACEOFn EWALLAND.WENOrrO DEL6®TOMCWMUCr BCMD4RYLRE5 5) (MYYVZ&EEi10RWC0FMSLOC/TE0, 6) DGeZVASSNOWNA8EPLOAANA64&#?EDLMY.ESSOTNEffAWSNOWM IJ FENCEDIN ERSMPAOTOErERAIM M 6)&EVAnOMSMOCATEDF.FR£LWAREAVFEETANODECIWLSREFR£ACED WNGVD.?AM 9) WSOW#YSrAACES GRAPfWfiSRESENTAnONSMYEBEENEXAGOERArED rOMORE CE4RYRLUSM4?EREEATpA6 WSSMVEENPiffSCU AIFROVEMENTSAACII?NLOTLMES WALL CASES OAEAS•KWSSWILL COYIROL TNELCCATIONOF TIEAFROWACN73 OVER SCALEDPOSn7CAM. RAY RIGHTOFWAY SLR SET RON ROO5 GAP P.P. POLVERPOLE TOB. TOPO S14W W.AL WATERAIETER PG PAGE (P) PLAT Pa PLATBOOK UP. URUrYPCLE (M) R&DAEASURED AE .WCHOREASEUENr ONL O*TW-ADUTRJrYUNES e PROPERTYLVE CH CHORD LSMI COVERFDARFA O CONCRFTE B -A- WOOD FENCE 4' METAL FENCE SERVING ALL FLORIDA COUNTIES 6250 N. MILITARY TRAIL. SUITE 102 WEST PALM BEACH. FL 33407 PHONE (561)64(1-4600 FACSIMILE (561(640-0576 STATEWIDE PHONE (WG) 2264W7 STATEWIDE FACSIMILE (800)741-6576 TOWN OF GULF STREAM SITE DATA TABLE 1> RECEIVED Gross Lot Area Novi b G0,0 Town of Gulfstream, FI. Effective Lot Area FAR Calculations EXISTING DEMO NEW NET 151 Floor Living 2l0\�. po Zbl°I .D Ceilings over 15' (double) 1`bl.b� 362.b 2"d Floor Living 1213.00 12.13. o 1" Floor Covered (porches, overhangs > 2 %) 2nd Floor Covered O O Awnings > 3' and screen enclosure (at 5091o) C� Garage �l3.bn S13.D Gross Floor Area S32D. D Out Buildings U Total Floor Area Proposed First 20,000 X .33 U -1 2b4�•3 S-. = S 32�. L7 Over 20,000 X.20 Total Allowable FAR Per Manual S'l l5 . Total Hardscape Area $ IZ3.d S Required Landscape Area (lot size x 40%) b• b� Actual % Landscape Open Space Area I 41 bha Deputy/Constitems/S itedata/11 /01 TOWN OF GULF STREAM PALM BEACH COUNTY, FLORIDA COMMISSIONERS WILLIAM F. NOCH, JR. Mayor JOAN N. ORTHWEIN, Vice Mayor FRED R. DEVITT III CHRIS D. WHEELER MORIEL J. ANDERSON STATE OF FLORIDA ) COUNTY OF PALM BEACH ) TOWN OF GULF STREAM ) Telephone (561)276-5116 Fax (551) 737-0166 Town Manager WILLIAM H. THRASHER AGENT AFFIDAVIT �> RECEIVED Town Clack RRA LTAVLOR NOV 16 2015 Town of Gulfstream, Ft BEFORE ME THIS DAY PERSONALLY APPEARED (Owner) e12S \W oNgq TS -OP ttN-aa'w*g) _, WHO BEING DULY SWORN, DEPOSES AND SAYS: r THAT THE PERSON(S) OR COMPANY OR FIRM LISTED BELOW HAVE THE CONSENT OF THE OWNER OF THE PROPERTY LISTED BELOW TO REPRESENT THE OWNER OF SAID PROPERTY AS AGENT FOR SITE PLAN REVIEW WITHIN THE TOWN OF GULF STREAM. THE SUBJECT PROPERTY IS LEGALLY DESCRIBED AS FOLLOWS: TL -Ax -u- I'y '50L -ML _ I,E:>T AGENT'S(S)NAME: �91L..(45-1\ 10I T'=,f VS COMPANY OR FIRM NAME: I jkLil-I pt AGENT'S ADDRESS: 31vo PQ accA D-xw JJ t5oI T:F4L'4— f (-fN T2AJ OP I F l -a) 1 AGENT'S PHONE: 2S61 ' -2--74 - 4-Sl�3 FURTHER AFFIANT SAYETH NOT. (Owner Signature) J?:A SWORN AND SUBSCRIBED BEFORE ME THIS /#" DAY OF Navn�fl, 20 /-5- My S MY COMMISSION EXPIRES: 100 SEA ROAD, GULF STREAM, (NOTARY PUBLIC) AARON BACON MY COMMISSION # EE197762 �',ee°,,,•` EXPIRES May 13, 2016 a01 153 Fla O.NamryServI. . FLORIDA TOWN OF GULF STREAM PALM BEACH COUNTY, FLORIDA COMMISSIONERS WILLIAM F. KOCH, JR. Mayor JOAN K. ORTHWEIN, Vice Mayor FRED B. DEVITt III CHRIS D. WHEELER MURIEL J. ANDERSON STATE OF FLORIDA COUNTY OF PALM BEACH TOWN OF GULF STREAM Nov 1 � 201y Town of Gulfstream Telephone (561)276-5116 Fax (561) 737-0186 Town Manager W ILUAM H. THRASHER Town Clerk RITA LTAYLOR BEFORE ME THIS DAY PERSONALLY APPEARED (\LI -I W1- ,J )$�Kjs , WHO BEING DULY SWORN, DEPOSES AND SAYS THAT THE ACCOMPANYING LIST OF PROPERTY OWNERS, MAILING ASSES AND LEGAL DESCRIPTIONS OF ALL PROPERTY (circle one): ithin 25 feet, *(for N. Ocean Overlay, Demolition, Lance learing, Signs and Si�tg, Plan Review (2) within 300 eet, *(for Variances or Appeals) (3) ad'acentto *(for Special Exceptions) THE BELOW DE CRIBED PARCEL OF LAND IS, TO THE BEST OF HIS KNOWLEDGE, COMPLETE AND ACCURATE AS RECORDED IN THE LATEST OFFICIAL TAX ROLLS IN THE PALM BEACH COUNTY COURTHOUSE. *street and waterways are excluded from this distance THE SUBJECT PROPERT IS LEGALLY DESCRIBED AS FOLLOWS: }6z— AV G�7LFz ll DoT S tD FURTHER AFFIANT SAYETH NOT: (SIGNATURE) SWORN AND SUBSCRIBED BEFORE ME THIS Pyl 1, DAY OF Ne qtr,., '1�.1, 20 /S (NOTARY PUBLIC) MY COMMISSION EXPIRES: 74..,__ AARON BACON MY COMMISSION # EE197762 Deputy/forms/const/10/15/08 EXPIRES May 13, 2016 1a071399-0161 FlawallomrySwAco mm 100 SEA ROAD, GULF STREAM, FLORIDA 33483 CFS ID 115t) 3989 , , ,.....,.,.,-., OR SK 27894 PG 390 Prepared by: George W. Mathews, Ill Attorney at Law Mathe Piazza, P.A. 1325 S gross Avenue Suite 104 Bov n h, FL 33426 File Return to: U O Attorneys La He Inc. d/b/a America lity Title 2424 North Fe era] 'ghway Suite 150 Boca Raton, FL 33 561-245-4050 Parcel Identification No. 7T46-04-22-000-0500 RECORDED 10/29/2015 08:37:45 Palm Beach County, Florida AMT 1,710,000.00 DEED DOC 11,970.00 Sharon R. Bock CLERK & COMPTROLLER Pgs 0390-0391; (213gs) Above This Line For Recording Data)__ Warranty Deed Y FORM - SECTION 689.02, F.S.} This Indenture made this i-iV &geE330435 ctober, 2015 between James E. Gurry, an unremarried widower, individually and as Trustee of the .lameDeclaration of Trust dated April 2, 2007 whose post office address is 5520 N. Ocean Blvd., #103, Ocean Ridof the County of Palm Beach, State of Florida, grantor*, and 2530 Avenue An Solcil, LLC, a Florida limited H06 company whose post office address is 1110 NW 6th Avenue, Delray Beach, FL 33444 of the County of Palm Beacb, of Florida, grantee*, Witnesseth that said grantor, for and in considers i`f on f the sum of TEN AND NO/100 DOLLARS ($10.00) and other good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the said grantee, and grantee's heirs and assigns forever, the following described land, situate, lying and being in Palm Beach County, Florida, to -wit: Lot 50, PLACE AU SOLEIL, according to the Plat thereof, as recorded in Plat Book 27, Page 69, of the Public Records of Palm Beach County, Florida. Subject to taxes for 2015 and subsequent years, covenants, conditions, restrictions, easements, reservations and limitations of record, if any, and said grantor does hereby fully warrant the title to said land, and will defend the same against lawful claims of all persons whomsoever. • "Grantor" and "Grantee" are used for singular or plural, as context requires. DoubleTimeo CFI' SZI503RF42q--o ,. .............. OOK_27894.PAG,.E 391 2OF2 In Wi Whereof, grantor has hereunto set grantor's hand and seal the day and year first above written. �✓/}� 0 V`l Name: State of Florida County of Palm Beach in our presence: J J s E. Guny, individu I Aand Trustee o01Tft amen E. n Declaration of Trust dated April 2, 2007 N The foregoing instrument was acknowledg and as Trustee of the James E. Guny De produced a driver's license as identification. me this e day of Octob of Trust dated April 2, 2007 [Notary Seal] Notary Public Printed Nam(/. 4.f a� F My Commission Expires: pSp�ES:owe bet 5, 2at9 ...; WAu1TWWXYWGUAa t+ by James E. Gurry, individually I is -personally known or [ ] has WarrantyDeed (Statutory Form) - Page 2 DoubleTimex JG�W\.r1:1�7S�1t ♦ � 1 C LEGAL DESCRIPTION: Lot 50, PLACE AU SOLEIL, according to the Plat thereof, as recorded in Plat Book 27, Page 69, of the Public Records of PALM BEACH County, Florida. Community Number- 125109 Panel., 1251090001 Suffix: D B;;� RECEIVE! F.I.R.M. Date: 9130/1982 Flood Zone: A5 NOV 16 2015 certified To: town of Gulfstream, FL 2530 AVENUEAU SOLEIL, LLC, A FLORIDA LIMITED LIABILITY COMPANY; AMERICAN FIDELITY TITLE; STEWART TITLE GUARANTY COMPANY; Property Address: 2530 AVENUE AU SOLEIL DELRAYBEACH, FL 33483 Survey Number: 238164 Field Work: 09-11-15 LEGEND LB $7893 ENCUMBRANCES NOTSHOWNONTHEPLAT. UNDERGROUNDFOR77ONS OFFOOnNGS FOUNDAnONS OR OTHER IMPROVEMENTS WERE R4v RIGHrorwAy .• FF FX1877NGELEVA77ON L.ME EA LAKEMAINTENANCESEMENT SLR. SErIRONRODB CAP ASC AIR CONDITIONER 6250 N. MILITARY TRAIL, SUITE 102 FINISHEDFLOOR O.R. OFFICIAL RECORDS P. P. POWERPOLE B.R. BEARING REFERENCE FIR FOUNDIRONPIPE O.R.a OFFICIAL RECORDS BOOK T.O.B. TOPOF94NK S.M. BENCHMARK FD. FOUND UE U771ITYE4SEMENT W.M. WATER METER ¢ CENrERuNE ® WELL P.CP. PERMANENTCONTROL PONT PD PAGE (C) C4LCLSATED WC. WITNESS CORNER P.R.M. PERMANENrREFERENCEMONUMENr (P) PLAT r4 TV C48LERISER F.P.K FOUND PARKER -KA ONNAB TSAI TEMPORARYBENCHMARK P.B. PLATBOOK CB CATCHBASIN F.C.M. FOUND CONCRETE MONUMENT TEL TELEPHONEFACILITES UP. UnLRYPOLE D.N. DRILLHOLE F.IR. FOUND IRON ROD P.O,S POINTOFBEGINNING (M) FIELDMEASURED DE DRAINAGEE45EMENT L LENGTH P.O.0 POINT OF COMMENCEMENT A.E ANCHOREASEMENT Dov DRIVEWAY LAE LIM17EDACCESS E4SEMENr RCC. POINT OF COMPOUND CURVATURE O.HL. OVERHEAD U77LIrYI INES A CENM4LANGLEAELTA M MA/NTENANCEEASEMENT PC POINTOFCURVATURE 2 PROPERrYLINE C.M. CONCRETEMONUMENT M.H. ~01E P.R.C. POINT OF REVERSE CURVA TURE CH CHORD D.B. DEEDBOOK F.N. FOUNDNAK P.T. POINTOFTANGENCY ® COVEREOAREA D. DESCRIPnONORDEED NSD NAIL B DISC • PROPERTYCORNER D CONCRETE ESMT EASEMENT N.R. NONRAD/AL ROE ROOFOVERHANGEASEMENT #-IP- WOOD FENCE EO.W. EDGE OFWATER MTS NOTTOSCUE R. RADIUS(RADIAL) -X-* METAL PENCE PAGE I OF 2 PAGES GENERAL N07ES. LEGAL DESCMUONAND CERTIFICATION LEGAL DESCRIPnONPROVlOEOBYOTHERS THELANDS SHOWN HEREON WERENOTABSTRACTEDFOR EASEMENTS OR 07HER RECORDED LB $7893 ENCUMBRANCES NOTSHOWNONTHEPLAT. UNDERGROUNDFOR77ONS OFFOOnNGS FOUNDAnONS OR OTHER IMPROVEMENTS WERE T/� E-t1l. NOTLOCA7m. WALL 77ESARE 70 THEFACEOF THE WALL AND ARENDT70 BE USED TO RECONSTRUCT 1�61 SOUNDARYLINES ONLY VISIBLEENCR04CHMENTS LOCATED, DIMENSIONS SHOWNAREPLA TANG ME48URED UNLESSOTHERWISESHOWM SERVING ALL FLORIDA COUNTIES FENCE OWNERSHIP NOT L1 ETERMINED. ELEVA77ONS MOIC4TED HEREONAREINFEETANDDECAWSREPRENCED TO NG V.0.1929 6250 N. MILITARY TRAIL, SUITE 102 INSN EINSTANCES, GR4PHICREPRESENTA77ONSHAVEBEENEKAGGER47ED TOMORE WEST PALM BEACH, FL 33407 CLEARY,UUSTRATERELA77ONSHIPSBETWEEN PHYSICAL MIPROVEMENTSANDIORLOTUNES PHONE (561)6404800 INALL CASES, DIMENSIONS SHALL CONTROL THELOCADON OF 7HEIMPROVEMEN73 OVER FACSIMILE (561)640-0676 SCALEDPOS177ONS STATEWIDE PHONE (800)2264807 STATEWIDE FACSIMILE (800)741-0576 I L=7.81' I R=75.00' . NT IN TRE f RR i/2 IND N41L '0 ,"'nun erur `flOy,\ 1. CORRECTED ANGLE AT HOST WESTERLY PROPERTY CORNER ... 9-14-2015 ® PET'-WEIVED < LOT CONTAINS: +/— 15,500 50 FT Ry`/ 10 2015 +/—O.J6 ACRES Town of Gulfstream, FL LOT 51 SU/LD/NG 125JO SURVEY NOTES CONCRETE ME CROS.%% WTO R/W ON NORTHWESTERLY SIDE OF LOT THERE ARE FENCES NEAR THE BOUNWY OF THE PROPERTY CONCRETE SEAWALL NEAR THE BOUNO4R)' OFF THE PROPERTY PAGE 2 OF 2 PAGES BOUNDARYSURVEY SURVEYORS CERTIFICATE I HERESY CERT FY THAT THIS BOUNDARY SURVEY ISA TRUE AND CORRECT REPRESENTATION OFA a� SURVEYPREPAREDUNDERMYDIRECTION. n�¢v NOTVALIDWRHOUTANAUTHENT7G7EDELECTRONIC SIGNATUREANDAUTHENTC4TED ELECTRONIC SEAL, I < u a v e ORA RAISED EMBOSSED SEAL AND SIGNATURE. Clyde O. ox:mKrya<o.Ma<d° �Mach, � Sunep^O.ou•We,1 Vtlm&.o^. McNeal (SIGNED) wn:mu.iass uaw°amv CLYDE O. McNEAL, PROFESSIONAL SURVEYORAND MAPPER #2667 c PONT FALLS W COIMRETE 54. LOT 50 LB #7893 TARGET SURVEYING, LLC SERVING ALL FLORIDA COUNTIES 6250 N. MILITARY TRAIL, SUITE 102 WEST PALM BEACH, FL 33407 PHONE (581)8404800 FACSIMILE (581)640-0578 STATEWIDE PHONE (800) 226-4807 STATEWIDE FACSIMILE (800) 741-0576 Project: 2530 Avenue Au Soleil Town of Gulf Stream, FL Architect: William Wietsma Architect, PA Photos of Adjacent Properties ® RECEIVED 4 NOV 16 2015 Town of Gulfstream, F Aerial Plan Project: 2530 Avenue Au Soleil Town of Gulf Stream, FL Architect: William Wietsma Architect, PA "A" SUBJECT PROPERTY "C" 2526 AVENUE AU SOLEIL (PROPERTY TO NORTH) IPPW "E" PROPERTY 2 DOORS SOUTH "B" VIEW FROM FROM LOOKING NW "D" 2534 AVENUE AU SOLEIL (PROPERTY TO SOUTH) "F" PROPERTY 3 DOORS SOUTH ® RECEIVED NOV 16 2015 Town of Gulfstream, Fl. Project: 2530 Avenue Au Soleil Town of Gulf Stream, FL Architect: William Wietsma Architect, PA "G" SUBJECT PROPERTY "1" 2520 AVENUE AU SOLEIL (PROPERTY DIRECTLYACROSS ST) "H" 2534 AVENUE AU SOLEIL (PROPERTY TO SOUTH) T' SUBJECT PROPERTY RECEIVED NOV 16 2015 Town of Gulfstream, F;: Project: 2530 Avenue Au Soleil Town of Gulf Stream, FL Architect: William Wietsma Architect, PA Adjacent Property Owners OHARE CHRISTOPHE F & OHARE SHELLEY 2520 AVENUE AU SO Parcel No.: 2043460422000036( Mailing Address: 2520 AVENUE AU SOL GULF STREAM FL 3341 6102 NEUMANN CRISTINA HIRTHE DE NEUMANI MIGUEL & 2540 AVENUE AU SO Parcel No.: 20434604220000370 Mailing Address: 2540 AVENUE AU SOL GULF STREAM FL 3345D 6102 RECEIVES 4 NOV 16 2015 Town of Gulfstream, FL KIPP MARGARET 2526 AVENUE AU SOLEIL Parcel No.: 20434604220000510 Mailing Address: 2526 AVENUE AU SOLEIL GULFSTREAM FL 33483 6102 SUBECT PROPERTY 2530 AVENUE AU SOLEIL Parcel No.: 20434604220000500 2534 AVENUE AU SOLEIL Parcel No.: 20434604220000490 Mailing Address: 2534 AVENUE AU SOLEIL GULFSTREAM FL 33483 6102 11/13/2015 www.co.palm-beach.fl.us/papaAsps/PropertyDetail/PropertyDetail.aspx?parcel=204346042200W5008, Gary R. Nikolits, CFA Property Appraiser Palm Beach County Location Address 2530 AVENUE AU SOLEIL Municipality GULF STREAM Parcel Control Number 20-43-46-04-22-000-0500 Subdivision PLACE AU SOLIEL Official Records Book 27894 Page 390 Sale Date OCT -2015 Legal Description PLACE AU SOLEIL LT 50 Homestead Exemption ®RJECEItl E®FI NOV 16 2015 Town of Gulfstream, R 1 Mailing address Owners 11 10 NW 6TH AVE 2530 AVENUE AU SOLEIL LLC DELRAY BEACH FL 33444 2912 Sales Date OCT -2015 AUG -2007 MAY -2005 JAN -1972 Price $1,710,000 $10 $10 $35,000 OR Book/Page 27894 /0390 22055 / 151 3 18667 / 0115 02008 /0604 Exemption Applicant/Owner (GURRYJAMES E Sale Type WARRANTY DEED WARRANTY DEED QUIT CLAIM WARRANTY DEED Year 2015 Owner 2530 AVENUE AU SOLEIL LLC GURRYJAMES E GURRYJAMES Detail Number of Units 1 *Total Square Feet 6414 Acres 0.3558 Use Code 0100 - SINGLE Zoning RS -P - Single Family - PlaceAuSoleil ( 20 -GULF FAMILY STREAM) Tax Year 2015 2014 2013 Improvement Value $461,062 $368,385 $382,455 Land Value $1,029,459 5980,438 $726,250 Total Market Value S1,490,521 $1,348,823 $1,108,705 All values are as of January 1 st each year Tax Year 2015 2014 2013 Assessed Value $745,508 $739,591 $728,661 Exemption Amount $50,500 $50,500 $50,500 Taxable Value $695,008 $689,091 $678,161 Tax Year 2015 2014 2013 Ad Valorem S13,766 $13,035 512,735 Non Ad Valorem $170 $175 $174 Totaltax $13,936 $13,210 512,909 htlp://www.co.palm-beach.fl.us/papa/Asps/PropertyDetaillPropertyDetaii.aspx?parcel=204346042200005008 12 11/132015 www.co.palm-bewh.fl.us/papa/Asps/PropertyE)etail/PropertyDetaii.aspx?parcel=20434604220000360&srchtype=map "`°oyt Gary R. Nikolits, CFA Homestead Exemption Property Appraiser 06�°� 7°"�r,, ��fi��� Palm Beach County Location Address 2520 AVENUE AU SOLEIL Municipality GULF STREAM Parcel Control Number 20-43-46-04-22-000-0360 Subdivision PLACE AUSOLIEL ®RECEIVED,=', Official Records Book 24583 Page 1967 NOVNO16 20J Sale Date MAY -2011 Town of Gulfstream, F Legal Description PLACE AU SOLEIL LT 36 Owners Mailing address OHARE CHRISTOPHER F & 2520 AVENUE AU SOLEIL OHARE SHELLEY L C GULF STREAM FL 33483 6102 Sales Date Price OR Book/Page Sale Type Owner MAY -2011 $485,000 24583 /1967 WARRANTY DEED OHARE CHRISTOPHER F & NOV-1983 $280,000 04098 / 1464 WARRANTY DEED GLASS BILLY L & JAN -1972 $35,000 02052 /0325 WARRANTY DEED Exemption Applicant/Owner Year Detail (OHARE CHRISTOPHER F & 2015 ) Number of Units 1 *Total Square Feet 4148 Acres 0.4360 Use Code 0100 - SINGLE Zoning RS -P - Single Family - PlaceAuSoleil ( 20 -GULF FAMILY STREAM) Tax Year 2015 2014 2013 Improvement Value $278,396 $196,645 $204,313 Land Value $282,194 5268,757 $268,757 Total Market Value 4560,590 $465,402 $473,070 All values are as of January 1 st each year Tax Year 2015 2014 2013 Assessed Value $370,853 $367,910 $362,473 Exemption Amount 550,000 $50,000 550,000 Taxable Value $320,853 $317,910 $312,473 Tax Year 2015 2014 2013 Ad Valorem $6,456 56,116 $5,970 Non Ad Valorem $170 $175 5174 Total tax $6,626 56,291 $6,144 http:ltwww.co.paim-beach.fl.us/papa/Asps/Property0etifi I/PropertyD etai Lasp0parcel =2D4346042200DO360&s rchtype= map 1/1 11/132015 www.co.palm-beach.fl.m/papa/Asps/PropertyDetail/PropertyDetaii.aspx?parcel=2043460422000037D&srchtype=map Gary R. Nikol its, CFA r Property Appraiser Palm Beach County Location Address 2540 AVENUE AU SOLEIL Municipality GULF STREAM Parcel Control Number 20-43-46-04-22-000-0370 Subdivision PLACE AU SOLIEL Official Records Book 24624 Page 1286 Sale Date JUN -2011 Legal Description PLACE AU SOLEIL LT 37 Homestead Exemption 40 �o. RECEIVED NOV 16 2015 Town of Gulfstream, 1. Sales Date Price Mailing address Owners Owner NEUMANN CRISTINA I HIRTHE DE $370,000 2540 AVENUE AU SOLEIL NEUMANN MIGUEL & NEUMANN MIGUEL & GULF STREAM FL 33483 6102 S10 Sales Date Price OR Book/Page Sale Type Owner JUN -2011 $370,000 24624 /1286 WARRANTY DEED NEUMANN MIGUEL & JUN -2004 S10 17296/ 0125 QUIT CLAIM DENTON ROBERT) & MAR -2000 $349,000 11698/1483 WARRANTY DEED DENTON ROBERTJ JAN -1997 $100 09639 /0078 QUITCLAIM JUL-1996 $215,000 09345 /0891 WARRANTY DEED j2 Exemption Applicant/Owner Year Detail 4EUMANN MIGUEL & 2015 Number of Units 1 *Total Square Feet 3276 Acres 0.3825 Use Code 0100 - SINGLE Zoning RS -P - Single Family - PlaceAuSoleil ( 20 -GULF FAMILY STREAM ) Tax Year 2015 2014 2013 Improvement Value $214,392 $172,849 $174,389 Land Value $282,194 $268,757 $268,757 Total Market Value $496,586 $441,606 $443,146 All values are as of January 1 st each year Tax Year 2015 2014 2013 Assessed Value $354,816 $352,000 $346,798 Exemption Amount $50,000 $50,000 550,000 Taxable Value $304,816 $302,000 $296,798 Tax Year 2015 2014 Ad Valorem $6,143 $5,819 Non Ad Valorem $170 $175 http://www.co.palm-beach.fi.us/papa/Asps/Property0etail/PropertyDetai I.aspx?parcel=20434604220000370&srchtype=map 2013 $5,680 $174 112 11/13/2015 www.co.palm-beach.fl.us/papa/Asps/PropertyDetaiI/PropertyDetail.wpx?parcel=2043460422000051O&srchtvpe=map ny�°"�`"`�cy� Gary R. Nikolits, CFA t Property Appraiser p°'°�, ,,r�-�� Palm Beach County Location Address 2526 AVENUE AU SOLEIL Municipality GULF STREAM Parcel Control Number 20-43-46-04-22-000-0510 Subdivision PLACE AU SOLIEL Official Records Book 02462 Page 0355 Homestead Exemption > RECEIVE NOV 1, ?0 i-j,vv1 of Guifsirer . F Sale Date JAN -1975 Legal Description PLACE AU 50LEIL LT 51 & TRGLR PARCEL IN NE CORNER OF LT 52 IN OR1573P525 Mailing address Owners 1 2526 AVENUE AU SOLEIL �IKIPP MARGARET 1 / GULFSTREAM FL 33483 6102 I Sales Date Price OR Book/Page Sale Type Owner I` JAN -1972 $45,000 02019/1647 WARRANTY DEED Exemption Applicant/Owner Year Detail (KIPP MARGARET 2015 Number of Units 1 "Total Square Feet 4566 Acres 0.5956 Use Code 0100 - SINGLE Zoning RS -P - Single Family - PlaceAuSoleil ( 20 -GULF FAMILY STREAM ) Tax Year 2015 2014 2013 Improvement Value $307,820 $234,650 $246,678 Land Value $1,185,252 $1,128,811 $836,156 Total Market Value $1,493,072 $1,363,461 $1,082,834 Tax Year Assessed Value Exemption Amount Taxable Value All values are as of January 1 st each year 2015 2014 $ 645,934 $50,000 $ 595,934 2013 $629,123 $50,000 $579,123 $619,826 $ 50,000 $569,826 Tax Year 2015 2014 2013 Ad Valorem $11,831 $10,985 510,731 Non Ad Valorem $170 5175 5174 Totaltax $12,001 $11,160 510,905 http7/www.co.palm-beach.fl.us/papa/Asps/PropertyDetail/PropertyDetail.aspx?parcel=20434604220000510&srchtype=map 111 NOTICE OF APPLICATION FOR DEVELOPMENT APPROVAL NOTICE IS HEREBY GIVEN that the Architectural Review and Planning Board of the Town of Gulf Stream will hold a Public Hearing on THURSDAY, DECEMBER 17, 2015 AT 8:30 A.M., and the Town Commission will hold a Public Hearing on FRIDAY, JANUARY 8, 2016 AT 9:00 A.M., both in the Commission Chambers of the Town Hall, 100 Sea Road, Gulf Stream, Florida, at which the following will be considered: An application submitted by William Wietsma, Architect as agent for 2530 Avenue Au Soleil LLC, owner of property located at 2530 Avenue Au Soleil, Gulf Stream, Florida 33483, legally described as Lot 50 Place Au Soleil Subdivision for the following: DEMOLITION PERMIT to permit demolition of existing structures. LOT CLEARING PERMIT to permit clearing for new construction. SPECIAL EXCEPTION to allow 204.3 square feet of covered unenclosed area that exceeds the maximum floor area ratio. LEVEL 3 ARCHITECTURAL/SITE PLAN REVIEW to permit construction of a 5,320 square foot partial two-story, single family, Anglo Caribbean style dwelling, attached 2 car garage and a swimming pool. The Architectural Review and Planning Board shall make a recommendation to the Town Commission, and the Town Commission shall make a final decision regarding the subject application at the meetings noticed above. These meetings may be adjourned from time to time and place to place as may be necessary to hear all parties and evidence. The complete application materials are on file in the Office of the Town Clerk located at 100 Sea Road, Gulf Stream, Florida 33483, and may be reviewed during regular business hours, which generally include non -holiday weekdays from 9:00 A.M. to 4:00 P.M. ALL PARTIES INTERESTED IN THESE MATTERS may appear before the Architectural Review and Planning Board and the Town Commission of the Town of Gulf Stream at the times and place aforesaid and be heard. SHOULD ANY INTERESTED PARTY SEEK TO APPEAL ANY DECISION MADE BY THE ARCHITECTURAL REVIEW AND PLANNING BOARD OR THE TOWN COMMISSION WITH RESPECT TO ANY MATTER CONSIDERED AT THESE PUBLIC HEARINGS, 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. Dated: November 23, 2015 TOWN OF GULF STREAM 7nd , Rita L. Taylor Town Clerk 01 rll.f 1A1 ) k n,l ti PART 1. APPLICATION REQUIREMENTS To be completed by Town Staff during pre -application conference. A. Review and Approval Processes ❑ 1. N. Ocean Overlay Permit `1 2. Land Clearing Permit D 3. Annexation Review ❑ 4. Comprehensive Plan Text Amendment Review 5. Demolition Permit ❑ 6. Future Land Use Map Change Review ❑ 7. Administrative Appeal ❑ 8. Zoning code Text Amendment Review B. Application Materials ® RECEIVEDiiii NOV 16 2015 ❑ 9. Sign RJd N of Gulfstream, FL X 10. Site Plan Review, Level III ❑ 11. Site Plan Revision 12. Special Exception Review ❑ 13. Subdivision Review ❑ 14. Variance Review ❑ 15. Rezoning Review ❑ 16. (Other) BER OF PIES UIRED F[RE APPLICATION MATERIAL y 1 1. Completed Development Application 1 2. Fee of 1500 + 400 + ISS _ (9 loo 1p g 17 3. General Location Map (on site Plan) I- ✓/ 17 4. Site Plan (2 full size, 15 reduced to t ix 17') 11-1h d 1 / 17 5. Building Elevations (2 full size, 15 reduced') 6. Floor Plans (2 full size, 15 reduced') / t/ 17 7. Roof Plans (2 full size, 15 reduced') l 1 8. Perspective andler Color rendering (Recommended for meeting) 9. Drainage Plan (if altered) /� b ✓ // _ L 17 10. Landscape Plan (2 full size, 15 reduced') 11. Septic Tank Permit 12. DOT Driveway Permit (if on AIA, for any alterations to drive) 13. DOT Landscape Permit (Al A) 17 14. Survey (11'• x 17") 15. Subdivision Plat 16. Concurrency Documents oof of Ownership (warranty deed) U- gent Affidavit , sloFAdjacenlPropart wners I/�lo f operly owners wilhi 25' 00' (stampedddressed envelopes, return address) // to operty Owners Affidavit II,/t otos of Existing Home (if applicable) X114 onstruction raffle Management Planw •AIf1TC. 11111..._ _..uf _1_ _ _ "-' -• •^"^•r••' ""tj­, u 1 ilu ale l Liulreu, two copies snap lee an original full size (24" x 36") drawing which Is signed and sealed. All other copies shall be reduced to 11" x 17". Please refer to the instruction for more detailed information. Application for Development Approval, Form ADA.32000 November 2001 OYS60 QwwvtY iarvcQ Page 1