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HomeMy Public PortalAboutAPP 21-20Town of Gulf Stream Pre -Application Checklist: Level III Owner's Name: t Jue � 1 otl 1 1(4I 1AddresS: /34, ii,c_c& PART 1. APPLICATION REQUIREMENTS To be completed by Town Staff during pre -application conference. A. Review and Approval Processes 1. N. Ocean Overlay Permit 2. Land Clearing Permit 3. Annexation Review 4. Comprehensive Plan Text Amendment 5. Demolition Permit 6. Future Land Use Map Change Review 7. Appeal 8. Zoning code Text Amendment Review B. Application Materials NUMBER OF COPIES REQUIRED 017 17 (175 Ci) 1 17 G 179 1 1 et 1 Review 9. Sign Review Site Plan Review, Level III 11. Site Plan Revision 12. Special Exception Review 13. Subdivision Review 14. Variance Review 15. Rezoning Review 16. (Other) APPLICATION MATERIAL 1. Completed Development Application 2. Fee of ✓I+ 3. Generation Location Map (on site Plan) 4. Site Plan (2 full size, 15 reduced to 11x17*) 5. Building Elevations (2 full size, 15 reduced*) 6. Floor Plans (2 full size, 15 reduced*) 7. Roof Plans (2 full size, 15 reduced`) 8. Perspective and/or Color rendering (Recommended for meeting) 9. Drainage Plan (if site is altered) 10. Landscape Plan (2 full size, 15 reduced*) 10a. Certification that Landscape Plan conforms to GS Code Section 66-1 "Open Front Lawn". See definition 11. Septic Tank Permit 12. DOT Driveway Permit (if on Al A, for any alterations to drive) 13. DOT Landscape Permit (Al A) 14. Survey (11" x 17") 15. Subdivision Plat 16. Concurrency Documents 17. Proof of Ownership (warranty deed) 18. Agent Affidavit 19. List of Adjacent Propert Owners 20. Property owners withi ebvelopes, no re urn a • • ress 1 21. Property Owners ffidavlt 22. Photos of Existing Home (if applicable) ) 23. Construction Traffic Management Plan: Prior to Permit Prior to Permit 1 24. Dama a Bond. *NOTE: Where multiple which is signed es of a 'ng are and sealedrequiredAll, two copies shal be an original full size (24" x 36") drawing other copies shall be reduced to 11" x 17". Please refer to the instruction for more detailed information. 300' (stamped addressed A/A )(DEPUTY SHARED\Forms\Bldg & Occ Reg Dept FormslLevel 3 Pre-Appl. Cklst.docx Page 1 TOWN OF GULF STREAM PALM BEACH COUNTY, FLORIDA COMMISSIONERS SCOTT W. MORGAN, Mayor THOMAS M. STANLEY, Vice -Mayor PAUL A. LYONS, JR. JOAN K. ORTHWEIN DONNA S. WHITE October 10, 2021 Bluewater Cove Gulf Stream, LLC 1101-5 S. Rogers Cir. Boca Raton, Fl. 33487 Dear Mr. Courchene: Telephone (561)276-5116 Fax (561)448-1009 Town Manager GREGORY L. DUNHAM Town Clerk RITA L. TAYLOR This is to confirm that at the Public Hearing held by the Town Commission on October 8, 2021, your application for a Level 3 Architectural/Site Plan Review to permit the construction of a 5464 sq. ft. Gulf Stream Bermuda, one story, single family dwelling with attached two -car garage and a swimming pool. on Lot 1 in Place Au Soleil Addition 2 was considered. The application was approved conditioned upon the following: Any minor modifications to 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. This approval shall expire on October 8, 2022 if a Building Permit Application, including the aforementioned improvements, has not been applied for. Very truly yours / „grls_ Rita L. Taylor Town Clerk cc: Cary Glickstein 100 SEA ROAD, GULF STREAM, FLORIDA 33483 TOWN OF GULF STREAM TOWN COMMISSION REPORT Application #: 21-20 Owner: Bluewater Cove Gulf Stream, LLC Address: Lot 1, PAS, Addition #2 Agent: N/ A Proposed Improvement: Construction of a 5,464 sq. ft. Gulf Stream Bermuda, one- story, single-family dwelling with a two -car garage and swimming pool. Approvals Requested: Level III Architectural/Site Plan Review: To permit the construction of a 5,464 sq. ft. Gulf Stream Bermuda, one-story, single-family dwelling with a two -car garage and swimming pool. Gross Lot size: 16,560 sq. ft. Effective Lot Area: 16,560 sq. ft. Proposed Total Floor Area: 5,464 sq. ft. Allowable Floor Area: 5,464.8 sq. ft. Required Landscape Area: 6,624 sq. ft. Actual Landscape Area: 7,790 sq. ft. Eave Height: 10' 4" Roof Height: 20' Zoning District: RS -P Issues Considered During Review: Section 66-144 Standards: Regarding Level III architectural/site plan review Section 70-4 How to use this manual: Regarding Design Standards Section 70-67 Effective lot area Section 70-70 Floor area calculations Section 70-74 Setbacks Section 70-100 Roof and eve heights Section 70-187 Table of District Standards Motions: Motion to approve a Level III Architectural/Site Plan based on a finding that the construction of a 5,464 sq. ft. Gulf Stream Bermuda, one-story, single-family dwelling with a two -car garage and swimming pool meets the minimum intent of the Design Manual and applicable review standards with the following condition: 1. Any minor modifications to 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. ARPB Date: September 23, 2021 Action: Level III Architectural/Site Plan Review - approved - 4-0 Town Commission Date: October 8, 2021 - Action: Level III Architectural/Site Plan Review - TOWN OF GULF STREAM ARCHITECHTURAL REVIEW & PLANNING BOARD REPORT Application #: 21-20 Address: Lot 1, PAS, Addition #2 Proposed Improvement: Approvals Requested: Level III Architectural/Site Plan Review: Owner: Bluewater Cove Gulf Stream, LLC Agent: N/ A Construction of a 5,464 sq. ft. Gulf Stream Bermuda, one-story, single-family dwelling with a two -car garage and swimming pool. To permit the construction of a 5,464 sq. ft. Gulf Stream Bermuda, one-story, single-family dwelling with a two - car garage and swimming pool. Gross Lot size: 16,560 sq. ft. Effective Lot Area: 16,560 sq. ft. Proposed Total Floor Area: 5,464 sq. ft. Allowable Floor Area: 5,464.8 sq. ft. Required Landscape Area: 6,624 sq. ft. Actual Landscape Area: 7,790 sq. ft. Eave Height: 10' 4" Roof Height: 20' Zoning District: RS -P Issues Considered During Review: Section 66-144 Standards: Regarding Level III architectural/ site plan review Section 70-4 How to use this manual: Regarding Design Standards Section 70-67 Effective lot area Section 70-70 Floor area calculations Section 70-74 Setbacks Section 70-100 Roof and eve heights Section 70-187 Table of District Standards Motions: Motion to recommend approval of a Level III Architectural/Site Plan based on a finding that the construction of a 5,464 sq. ft. Gulf Stream Bermuda, one-story, single-family dwelling with a two - car garage and swimming pool meets the minimum intent of the Design Manual and applicable review standards with the following condition: 1. Any minor modifications to 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. ARPB Date: September 23, 2021 Action: Level III Architectural/Site Plan Review - 04-0 DocuSign Envelope ID: CF48C903-F53F-414E-9601-CC2EEB4C71BF Town of Gulf Stream TOWN OF GULF STREAM, FLORIDA I.B.1. 1-1,)a 8 I.B.2. Owner Phone Number: - g S2_U Fax: DocuSigned by: 1.B_3. Owner Signaturig C6,0 , `— FF847FEB939D487... C. Agent Information 1.C.1. Agent Name and Firm Name: 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 # i l PART H. GENERAL INFORMATION To be completed by all applicants. A. Project Information n �� ! GAY I.A.1. Project/Owner Name: 3 1 �- ko" u �d�` $+ to' &` C_ I_A.2, Project Address: I.A.3. Project Property Legal Description: (n {- LA.4. Project Description (describe in detail, including # of stories, etc.) VtPtd 5far'j IA0VW- ( tVlCI 64) v1 tic -8 Sgttavt._ 4-bG4- S1yl ( 10,AUt.tly La. !Ad 5CQ - ateid i1O.rd.L 1.A.5. Square Footage of New Structure or Addition: Architectural style: 13, i/ f 1NItActal l.A.6. Check all that apply: V Architecturai/Site Plan Review ) North Ocean Boulevard Overlay (complete section B) Demolition of Structures (complete section C) Land Clearing (co Np et es e section Special Exception (complete section E) Variance (complete section G) uses (complete Section F) I.A.7. Proposed F.F.E: 0.D Type of Foundation: Kibytckt Owner Information Owner Address: L1 p o - b 6 ' e uc • j a Z4400, a_ 3 3 ,4_8 -3- 6tPt-1cl7 -35 iwKc_t .k Stab I.C.2. Agent Address: 1.0.3. Agent Phone Number (0) 1.0.4. Agent Signature: Official Use Only Pre -App Date: _. App Date: Corn Date: Decision: Cell ARPB Date: Recommendation: TC Date: Application for Development Approval, Form ADA.32000 September 2004 Fax Page 2 Town of Gulf Stream PART HI 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? SF- III.A.2. Is the project compatible with the intent of the zoning district ? Ye- No Explain: III.A.3. Is the project consistent with the Future Land Use Map and goals, objectives and policies of the Comprehensive Plan? es No Explain: II I.A.4. How are ingress and egress to the property to be provided? I h i0a d J LLi ( dr;Ye Tluttoa) Cove- +o FS' X i2-' C&Vtrs pets has d3care_ ay! III.A.5. How are the following utilities being provided to the property?� w Cove._ 2 N D j f n� pl a te a. Stormwater Drainage Pt( S �� SA^^" b. Sanitary Sewer _ ` a i' , play) c. Potable water vi �,w $Fr�c�w A P Tel d b l i tiw c r C��rc �' 5 d. Irrigation Water N /Pr e. Electricity u,l Si Of f. Telephone T kT g. Gas F( 0rict.c& put,(ic l) Li*- t5 h. Cable Television Ow-ca,SF 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.) B1 ue,,a alt.( C o vl L: ivc rod A PART IV. ADDITIONAL INFORMATION Section A is to be completed by all applicants after pre -application conference with Town staff. Answering "Yes" to any question in Section A requires the completion of additional Sections as indicated. A. Additional Approvals/Requirements IV.A.1. Does the project involve ..:d area within fifty feet (50') of the A1A (North Ocean Boulevard) right-of-way? Yes m (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 (If "Yes", Section C of this part must be completed.) IV.A.3. Does the project involve the clearing or the filling of any portion of an existing vacant lot or more than fifty percent (50%) of the landscape be area co f alddeveloped lot? Yes ��10 (If "Yes", Section D of this part must ) IV.A.4. Does the project require approval of a Special Exception? Yes (If "Yes", Section E of this part must be completed.) IV.A.5. Is the proje t at variance with any regulations contained in the Zoning Code? Yes / o (If "Yes", Section G of this part must be completed.) Application for Development Approval, Form ADA.32000 Page 3 September 2004 GULFSTREAM BERNUDA MODEL lA .4111111111111•11111011=111111111111=.6. P GENERAL NOTES he 20. LLLFLORIDAORIDOLDNG CODE OT/I-CNODDY. eUDW n5 OS C AW FEGNOCPLT / ( COMPLETED 1. ALL WOW BY c005.DF_SATe° BE WORK IN NALL ACCORDANCE BIILO. aAL1 TRADES CODES, o301NANo-s. STANDARDS CR ersTRICTIaus. PAPA -E2 INDICATED OR NOT D. PROVIDE A COMPETE TREAT.. RE HL/S COON OF 9 ./N/CMEAN TERMITES T.AMENT P.6I N BE IN ACCWOPNCE wlru TIE RUES AND LAWS AS ESTARI.ED BY E FLORIDA N N RN AND cauwr.ER .... RANK NOIMAAN ROOM P ANC FOR AMMOW.I NC.% B11LDR SEAL MBSIONS AND CODITIONS AT JOB SITE P.M TO STARTING ANY WORK AND NOTIFY ARCHITECT IN WRITING IMV@IATE, OR THE BUILDER SULL 3 IPILL E SE., FOR ANY ERRORS OP FOUR DOTSNOT OP0/ALRAWINGS.BUILDER TO NOTIFY ARCHITECT F ADDIn°NAL&FORMATION ISHE0.IRE3 TO MM. A WORKING BU 4. VIDINtG NIIT. ARCHITECT SAL HAVE LP TO AS WORKING OATS TO FNNIZe A RESPONSE TO ADOTIONA.4EOISTED INFORMATION T1 -PEE COPES. SHOP DRAWINGS AS CURER BELOW. TRUSS LAYOUT SHOWN ON 1M5 SET IS SOEMATC W NATURE HOICVR. TIE SP... STNOTLRE HAS BEER DESIGNIEJ L. .THE ASS -WT. TWAT TE FRAMING so-exe WILL CLOSELY PARALLEL FINAL TR.CS MFG. LAr0.R.THl3 FRAMING SOFEMEIDRECTICN OF TRIMS.NM.104 GT-BEAIIING POINT. ETC, CAN Ee MODIFIED ON, MST REVIEW PROPOS 1 01M1GES AND MAKE STRUCTURAL REVISIONS ACCORDNGL.T. FINAL AFTER IM OT/A51W FROM TIEDR WI PROS QNW. OF CO. VAS Ba+mR TO THIS OFFICE FOR REVIEW POOR TO PORING OFF AS PER GENERAL NOTES S n-ese PLANE. AS CRAMEL NO NOTED COMPLY WITH he .101. ENVELOPE ENERGY RECIA.MENT3 CF T. FLROA MODEL MEAT COOS CONIRC R SHALL.. F...IAR VV. he 601 CODEN ITS BUUT IN ACCORDANCE WITH ALL ENVISIONS OD THIS CO... MAY NOT BE SPECIFICALY DO. Ile PLANSAND NOTES A000TCE 2 ROOF EA.ING SAL L..19/37 IXTTERI°R PLYWOOD. AAA PILGRIM mERIDS RP L CO GRADE.TALLID PR MANFACTRER RECD®ENDATION E INSTALLED OMER ROOF PERFENDOLAR O ROCP FRAMING E PAN. END-.NTS STAGGERED SEATIIING RENRTR,AND TON 6 6M TO B$>TITI. ITB.S WHICH THEY BEJEVE TO BE EQUAL OR.TTSR TWIN ITB.S SPECIFIED ON Ile. CRAWNGS WI OR NOTICE ANY X53, SULL 6E NAILED WITH - NA.S AT 6' OG N FED. 6. CIO• EE , OD o1MIRAGNn SWOP, TYPICAL ¢ONE 31 IlesW.SCH WI. ELE mur®OJATS APRmGN. °P ne BOLDING SFF.SL 0WILL00 Ee ssMITTED TO ne DIUDE. CE CI. 7. BuxomIS RESNOSBE FOR ADEKYKTE BRACING OF SIRLDnRAL OR NOMST.OTlRAL W . . ORING CONSIRLCTIO4 RCHIIECTOTN FLoaR n w DRAWING FOR ALL ROOM VALL . TIE BEAM HALTS TOO AND RET SNOING 4 CONTRACTOR IS RE6PONSIBP FOR ALL STRUCTURAL CO.DINATION AND SY, AIROUIECT OF ANY DSORRANCE9 PRIOR TO PORN.. POOR SAH fl I.T ER O PROVIDEIDs D.WIN. TO TIE BUILDER. DOOR SOP DRAWINGS TO re B_IU R. IQ W"gOWNOW HP'S 91.61 �B2 CNIx® AND WEAT18t ST4FP®. WINDOW INRs SNLL 0 Y LAP. 5 SHOW ING CCMI.IAME WITH DA STATE Ei.ERGT COLE SEDTI. Oi STRAPS 31.611 BE CF GALVNJRED sffT SIM- ASR.I 444675 0... A 1E1,33.000 PSIS 6 ALL STEEL SEAT OETfNLLS BLPoer1NG GLwR TRUSSES SNJ1.. COOwINuIED WITH THE TRUSS MALFACITRet FOR 312E aNp BOLT 4EOUIRB.NENB (5.. RFNA ALL A4EA5 AL. WVE A MN 9APE CF ,,SEAL FOOT. 66014 01 POS GLARY, am R Al. GLASS BOCK ALA 19 INEITALLR TO WITSTAD ITO II. TR4 a MANFACP,. 3uLL S MIT IVq m COPIES OF STOP DRAWINGS NO ENGIN... CCALCUATIONs SIGN® AND gALID BY A FLO DA SGISTE., aGUER OF TILER ALL COiEOTIOS INDICATED ARE ONES AN RE T TO S SAND ARE BH.ECT TO FNu REVIEW UPON .OF TRUSS SKP DRAWINGS SUBMITTAL TO ARCHITECTS OFFICE SlBMIT T� (31 COPIES CF SELF TRSS LAYOUT TO ARCHITECT FOR APPROVAL q BRACINGOF TaSB YS ENGINE., G BY TO INE., MP ROCP TRUSS DES. FOR REVIEW s T IGED TO CARRY LOADS OF ATTIC AH M fS Oro MISCELLANEOUS EOPN.E U NT.... BALL COORDINATE LOCATIONS PRIOR ro PRIOR TO FABRICATION O gATE CN 13 TRUSS II. ALL G.ER BEARING.ATS TO.. V.F. W/ TRUSS ENGINE.. (INICOH PER BNGNEERINIGJ L TS E REACTIONS N EXCESS CF 3000= SHALL BE NOTED CN ALL S IIMITTALS AS RECURRED FOR D®.1 TO COMPLY CF L0.14_ GOVERNING AGENCY IS 4. ARCM 6ROUIED(SL AT..... POINT OF EACH B.. 7... GNVANI�DRgS.FORVALLEYS SHALLBE16 E(MNm./s(SEE WNL3 SECTION IA SAS m MIN GAUGE 16 WALL..cnoro LOAD COM. G PARTITIONS TO cONC.TE ED WITH..ARNG OAS. TOP AND I, AC1 18CH Act 30PER 1 ALL AND A, DETAILED. ALL 31 NLL CONFORM 1'OET TA CO. 401 CWIXSTE WONT SAIL BB N A WO PITH AG ale MO CONCRETE MASONRY WORK 9tA11. SE 1N ACCOROANCe IE CON0TH E I6 ALL AND EROS BERTHING TO BE IO3z ALL PLYINI55 AWW.LL A 15 RESPONSIBLE 1BE FOR ISTO RATED STRUCTURAL. RE I BE 19 CEILING BETELS WITH cRDR AND NG. BOTTOM CO. / NAILED WITH GTO RING -SPANK LION I . MA • TIE FRCE.. SHALL G STANDARDS TYPE M MRra¢E... / E PS MORTAR OVER OVER MNIMIM COVES OVER REINFORCING Sl G W VAPOR BARRIER -3/a' /BENS MO COLMND-I I. FORMED / WNCL£TE .LOW G440EY R. CT HAVE BONES ACCORDING TO rIC ARCYNTECRFK wIXIRENEJTs FOR wlNDpll/pOR Hc.n VEIOITS COMRACTR TO WERE -Y DEPTHS ANG ItrPORI OR SF0 W/DO..1.6.01 S . TO T AND R UF°R.EO I E BELOW C.MPT46T ..ANTS DLL.NOMTE TO THIS 3G!ffiR IN IT ACONCRM LL H 9. ALL IT BALL HAVE N}WN4L B' BE.A41Mi W SFF(IITMG MASONRY. 19 4EINF.0 D STE..ACE.1.60 .TNI435 SL Id C1 ALL B NA TO AC, .M 6 STANDARD RATANS FOR DETAILING REIN REINFORCEDR° sT4JCRR6 UIO 3151 10. n -e LS 1 W'COIJ�mEII.ONG ST LISTS E ULL NJ S 4CCGAAuE Wnn1'n�E MANUAL °P SI'ANOAw PRACTge FOR CONS*MOTION. AS F18I3® BY O STEEL. N,TINE Lli-655 INDICATED. TIDE CONCREER KCAL 13. BOTTOM wDOT.N BRACING. RD LA LATERAL 20. BOOB -- GOWN RACING ..S SOWN (2YO MAO AS B. - oNAL z 64ACING As SHOWN l� DETAIL" GRAVITY OADmr A. BE P..V ADEOLATE IXOTE 81.8.6BALL REQUIRED F TO,,HALTBPPRTALL T.LOADS DRAG1;.COUR TION Y. CONCRETEBEAN.E °MA �RMA.MD 4SRTTOMIF FOR A4WEDS8RAL DETALS°R TO FT 8.000CIXfisNG DROP BOTTOM OF TIE BEAMS AS REO.II[ED AT LIVE LO. .• 2 P S wPSF BC FOR ATTICS/ L OPD-b PSP CS Asa TC/q PSF EC/ AD 2.E DOOR WALLReB'MAX,NOADDRING BOTTOM IF WE NCINem B'. Y3 DOWEL C AND WALL RBNFCRGNG TO FOOTING WITH SAME . ANTI NME TR 12001135 ...CAL A DAR, ABOV£ NJOUS C.- VERTICCUT AL CELLS FOR 6iAL5Q EE TPRROV O. AAT heBOTTOM ORGi ®CELLLSS ATT ENT ACH a OVER 4, MGM CLEANDUTL+3 ��DIe 411 BE c ' 5 NT® HOWN F l WILL s CLOSELY PPARALLEL NG SIOWM O SO SINN. N YOUT. upKEWHi Tle SPC.INGSE. D SNP Re HAs BEAN cm 01 TIOR T.FO APPROVALNFAILFRAMING sOB.E TOP VN'q LAYOUT. SGNID AND SFi4S'J SOP pgAWING, AND cm n N AnONS FOR APPROVAL LIRE TOP PROVIDE SOP N NB£4TOy AND �CDY �nING L 'NG AND Be UPPED dB BAR ouN ETE SMN. 116E DICED. AND SHALL ..WIRED TOGETPH. PROVIDE GONG BARS SAE 612E AND NIA�t HRIZQNTA 165 MATREBLT 1V InON°LQAL A�NG1°�-YNG 2 PLO°R PLYWOOD (M. AFAJCASS d+TI1 .. zv3: MA RATED SN.cnRAL s.EATHNG Jena OP.. NAILED WITH 1R. 6'nz GALv. RING.swRc (Lxss, onErvlse NOTEDO MANI REINFORCING AT FAIN FACE LAP 4e DAR CONETRS MIN 27. STRUCTURAL WOODODA'LT ANO RANTING SHALL MALNAL'. LS R8ROVED TIS APN ni.ffR COSTNOTON M TI1L'TNE6t SODC S EOTTOM OF BEARNG S MAY E MODIFIED OPOINTSACC M ODATE 9W1.. APPROVED BY THIS ETGINEER ONLY. 4. CONTRACT TIE BEAMS MAT.. rO A HTAC HE1Grt5 19 DA RS ALCH B' DROP. .WIOTIME. T DGTN T/ OR STEEL URE V 25 ALL WOOD IN MASONRY. CQV WETS. Oe CUR PERALL BE LOAELRE TREAT. PRW10E AN APPROVED MOISTURE VAPOR BAISIER ..M�',Le GGNKRETE GR BA.. BE OTDE .61,TEE RE PROVIDING ID A p,ATE BRACNGG BRIDGING D.. CTION GF TIC MM. T PRE.. COLLAPSE OR DAMAGE TO BANK. ° NAMED PATE CUESWINDOWTO DM05P.V.5 001001 0 5 S 3 THE R OR TO HAVE•se DIMENSIONS..7A ANCIES TO TVH, ENGIN.R PNGR IN COW/DO R NEA DO ANY SCALE CONTRACTOR .. EAM TO HTHIS (iGY� WA EDIATELY he AwHTEC,tRu REOIR@.aNTS FOR WINDOW/DOOR HEAD IFIGrtS LYTITRAGrW TO vRFr DEPTHS AND REPORT OPENINGS GREATER THAN 6 -IX MUST BE E3GN®® ND STAMPED BT TIE TIME, MANLFACRA�. 3W0. HEADERSOVER 31 ALL OVER AND W INOOWS TO BE 2 OR ...TOR W OCO MANE COSTRJCTIW OE B.C.G ON WALL THggSSB EXCEPT WHERE NOTED. SEAL. PROVIDE STRESS VALLES CP IXID.1n FOR HAADWSCOLU. SAND REARING WALLS SHALL BE SOJM1CNN PINE NO14 ORd ELASTICITY SL1A5ERiNO.E Ne.eR Lam. 9° PSI N HORI2aNTAL SEAR AND SUL .. A IITT OF .0(3 PSI CQ E. � As DETTB.11 0 BY AN APT-ROVED.ve. 32 B N GIAGENCY. GRADING ALL GRAVITY LORE'ITE CENTS C... THAN IS S LL HAVE N%NWNA. 9' BEARING ON,IPPOlTNG MASORT. 9 ALL TRJS.S THAT BEAR ON LEDGER ARE BOTTOM O.. MA.RING. PROVIDE LA. BETWEEN TCP CWws FOR PLYWOOD NKIUNG GAV FLOADING ip L LO. - 40 PSF 160 PEP AT EXTRI W BALCONIES 15 PSF 53 CT RAL STEEL SALL CONFORM TO TE AJSC. SPECIFICATION FOR TIE DES., FAR/CATION AND ERECTION OF STRUCTURAL ST. 0/101N0S. MATR1ALs SHALL CONFORM APPLICAME ASTNH SPECIFICATION AS FOLLOWS BIM,. PLATES. 000 -OR BOLTS -A 36 / MACHINE BO -TS- A 3231 nRLA4 STS- A 500 GRADE 046 AOl CI NNIPS COORDINATE LOCATION OF CEILN° DIFFUSE,. GRILLES REGISTERS N he PIED, WITH ELECTRICAL. LGHTIN 0 AND A..Ere TLYAL ELEMENTS CON TOSS .AL CONFORM TO TE AMERICAN WELDING ,OCIEIT STRUM.. WBDNG CODA. ELECTRODES FOR PIED AND BOP WELDS SHALL BE AWNS A5.I MO. SC S, FOUNDATION C -DE NOTES D MAMING NOTES FOR MORE INFO CN THESE ITEMS. SLABS ANO FLAT W WK UNESS NOTED OTGRWI.. 37. CLANG. RMLSC S ALTRATION6 ETC. REOJIC TO THESE PLANS. RAWNTM DECFIDATIC N,. ETC- SAL... RE L O®N WRITING 0121 BY TIE BUILDER °4 THE OWN. SO SS NO IN E�.CES O.... 2 COORDINATE LOCATION CF A/C LAMS 4WD FANS wines WIND S SO THAT TO GWRONA 15 ALL CLOT LOCATIONS WITH ALL TRAMS SO THAT NO NIR5B/BNCES OCCUR, R.I. AND INSTALL DI,COMECIED SAITO. WIRING, AND CONNECTIONS W AIR CONDITION. AS REG.. 5. SEAL DUCTS IN AN AR4Ov®MANeR A. WIRE AGAINST LFXAGE TOS TO TIE AHc.9Ie.T. ANY DAM.. RNSIONB ALTERATIONS, DEVIATIONS. ETD NOT MADE TO THE ARCHITECT(N WRITING ONLY T WILL EU,. LNCONSRI°NALLT AND TOTALLY DRS .. THE ARCHITECT FROM ANT N.O ALL RESPOSID1... 0,1.. AGAIN. he ARO.TECT FOR CL.ABILTT. ETD.. TE DATE SOWN W BONS ORION LEM T. EMT OF VIDE AND INSTAL FLEXIBLE CONECTOS CF APPROVED TYPE AT AL A/C WIT SPP, AND RETURN DUCT CONECTIOS AND AT ALL FAN CONECTIONSt AT TE INDIVIDUAL Pl... 6 P APP. .. CRAN To NEAREST INDIRECT WASTE TRAP. 3B MATERIALS SHOWN OR CALLED FOR ON THESE DRAWINGS S.NL BE INSTALLED TO MAMF.T.ER3 4EC.ONNENDATIO6 AND ...CATIONS MT ATN. NYSE%( FOI Nnanrm PI b. RV ADDmrvaa NOTPq 9 DAL STMT LOCATION L SIS .. APPROVED BY THE BUILDER A./. OAP. BORE CTIAUATON FANS .ALL DlscuARGE TROUGH ROOF A.1.61 OP 1O -O FROM ALL A/C L. F . NR INT... I. FLOOR SLAB 9189 CONCRETE SLAB WITH 6X410/. WWP, ON 6 ME. MOUE. VAPOR ...ex. ON WEL- TAMPED SAD FILL E'9Uu 10. .TIT TOILET ...UST FAN SEPARATELY T.M BOD0 VM 1.1.1 FIXTURES N•LE55 OADD 5 .. NOTED, CONTRACTOR SHALL VER. SIZE Oro LOCATION CF ALL EOUIP.GVT AND DDT WO. NC COMRACTW SHALL.. RESPOSIHF FOP INSTALLING A/C IL SO iI SPECIFIED W TE ENERGY CALCLLATIONS CONORE CONFORM TO ACI 30 AND SHALL HAVE 2500 PSI CONF.-SSP. STEED. IN 2e DAYS M.I.M suwP 5, FG 3 ALL OTIING SAL E.R C .1L PRE -PARS AS RECOMMEND BY A FLORIDA CRTFIE) 6EOTEONCN ANGRER AND S 611.13 TO BOLDING CANT. STE. OBI. 65, rimer ; 60 LL 9�Ee CLEAN 3.0, R.. ROM DAEMRIDB MATERIAL AND WELL WADES AND..PACIW MN 952 PER CODE R Ne0 ANICA. NC SYSTEM TO.. CSIGNEO TO MAINTAIN A RELATIVE HUMIDITY LEV. OF LESS TUN 502 TO MNIM. THE POTENT!. FOR NJffiGAS 3 INSTALLED MO AN ENCASED CABINET A LIXIV.E0 sWFaseO VENT MST Ee PROVIDED IB. CN OF TESTFORMODTIED PROCTOR AST.D15552 SMALL -2E FILED WITH BUILDING OFFICIAL i FOOTINGS HAVE BEEN 0..20 FOR 2500 P� SOIL....RING CAPACITY. CONTRACTOR SHALL SLR. SOIL BEARING REPORT. PRIOR TO DOING ANY WORK a TERMITE IIREAT SOIL. A P. COLE CONNECTION REOIRE.ENTS PR LOAD BEARING WALLS AND PARTITION. O. CO.. /..... AT PRIMETER�CP MONO.I,10 FOOTHNGS SHALL Be. BEYOND EDGE OF FOOTINGS OOBE N6H AT ME.. EDGE CF FOOT. W BIALL ECM. 3O' EACH SIDE FOOTING 2. PROVIDE .M CHASE FOR AIR CONDTI.T. LINT w/TRAP.(S..A/C SOP CRAW. FOR LOCATION OF WITS ANO RAINS ALL THERMOSTAT LOCATIONS TO BE C00.NATED AND APPROvm BY C.EF RICH TO NSTALATON 1.. .6 .0 AA/L S0 R ODE R. PLUM CONTRACTOR SH...QUIPPED LL VERIFY O9JTT'HRLI a DIMENSIONS OF FiXTIURRE ON AS PER OWNS. SETECTIW ATIOGE PM FOUNDATION O 9.AL a-OCAI OOaF PAD TYPE FOOTINGS. t TOP . FINISHED G ARCHITECT MALL NOT BE RESPOSIBE FOR AND WILL NOT NAVE CONTROL R ...GE OF CONSTRUCT/ON Ne... NenEM,r. TEcwNlas..o.sNES Co PR°FAT-H RFs. R FOR WIT. THE WORK A.. OR BE WILL NOT Ee RESPOSIBE FOR THE.NIRACTORC FAURE TO C.I. Our THe SAFETY PRECAUTIONS AND PROGRAMS N CONNfTOE TT 4. COL A n CANISFPES. SVA1. c0./:1ce LI.ESS DNES0NED 011eRW P.M. L R . PROVIDE ISOLATION NO a. N 1oR.0 EX1 OT D.0RSLAM ON GRADE M Irr FELT PAPR AT Te JOINT. 0 VI.Kiry A00 SDAN SUBCONTRACTORS THE=_ CONTRACT DOCIAENTs Te ARCM.. SiAL NOT.....SPONSE. OR HAVE CONTROL R CHARGE OVER TIE ACTS OR OMSSIOS OF hE G1200.1 ANCOAPTWPONR ANr°F THew A<a.Ts RENaLorE,.RANY oTHE3 PRsoN.s REFRMING ANY OF TIE WO. AND NI0 6 COORDINATE000A A CR w.°OOS STEPS AND SLOPS WITH ARCHITECTURAL DRAM.. SEE FOR THE 0.ENTATION OF THE B LING. ALL WINDOW _E DOCK OPOINGS BALL BE ccomm ATeR E ASPT WITH MANL`ACTIRR51F0.1R Roca TO FARICATO. DRAWN. FR WALKWAY SLAB LAYO T. IIORBD07C I COTln CR Aw.LEDS ASSEMBLIES son Nv r TO L NO HO IE RE IN ATTICS FOR AREAS OVER TO. S ,F. IN STAPES VEIN v FEES MDS C...S ,UCH AS BB NOT LIMITED TO. STD WADS, PURR® CHAC,, SOFFITS. DROP CEILINGS COVES. 2 STARLL F1C-IX R STRINGERS OCF N O DOD ARO TTT OPEING, FOR VENT,. see eLICT3, WMEYs. POOR JOISTS OR TRUSSES OlC@K2Lt,�RSCRMX TO F01101'I re 209 NC] ✓S ELC1NfN. PLANS FR aWrtIONAl NOT® S SOWN INT. PLANS. SEE COLON SCHEDUe FOR MOPE INFCRMAYIW 2•. R.A. SHALLSPLO, IN REF .. BARS wNI 1 Np BAR IAVENRs N5 - 3O. A7 . 429 AND 4EINFORONG SHALL BE CONT... BE . 22 REINFORCINGF. FWD.. SHALL Ee APOOLM CWNR, AND CHANGES OF DIRECTION WITH THe ADDITION OF A CRNRBAR 30' ALONG EACH L.P. EACH BAP IN CONSULTANTS TYPE, CONTACT INFORMATION COMPANY: FART ASUGATTAS ENGINEER PHONES 954-667-7803 EMAIL, FARIDOPROJECTCLASSIC.COM COMPANY: PHONE, EMAIL. COMPANY PHONE, EMAIL ABBREVIATIONS ACCTS ACOUSTICAL HC. HOLLOW CORE OH ROOM AD. ADJUSTABLE 1DWD. HARDWOOD R.O. ROSH MIMING AL AILMINM LOOS HARDWARE ROD. REDWOOD S.C/S MIMING HE HEIGHT OWL RAIN WATTBR LEADER ELK. SOCX HON. HORIZONTAL SC, SOLID CORE SOT. BOTTOM IA INSIDE 01A4E100 SC -ED. so... F CAS CABINET INCM). INCANDESCENT SLIT SLEET QR. CLEAR NEU. INSIATION SIM SIMILAR COL CALLOW NT. INTERIOR SQ SQUARE MAC CONCRETE LAM LAMINATE SST. STARLESS STEM C ON•L CON•ECTC LAN. LAVATORY STD, STANDARD CONT. CONTNIK%S LOC. LOCATION 5TL 51EM MK. CQNI009AK MAX MAXIMM STORM STORAGE OW DECORATIVE NECH NEOJANICAL STRUC. 5TRLLTLRAL L ET. DETAIL MET. NETAL S/F. 9$BNDED DO. DOUGLAS FR we. MANIFACNER T.C. TCP OF CURD DA DIAMETER MIN MINIMUM TEL TEUEPLI IE ON DOWN MSC. MISQ0LME0.D TEG TONCIE AND GROOVE DO 00NN SPOUT M0. MAMMY OPENNG ILK THICK DWG. DRAWING MID. MONIED T.o0 TOP CF CHIMNEY EA EACH I.A.L. MLLION T.OFR. TOP CF FRAMING EL MEVATION NLC. NOT IN CONTRACT TOL TOP OF LEDGER ELEC. 5,5010 CAL NJ. NOSIER TAR TCP CF PLATE M. WAN. NTS NOT TO SCALE TIP. TYPICAL ED -I EXHAUST 0.A OVERALL ONO. 15000 NOTE) 01402545E DP. EXPANS0 (SS OBSCURE VEST. METIDIE EXT. E%T0IOR O.C. ON CENTER WI WITH MST. EXISTING OD. OUTSIDE 0IAAETHR W/0 WITHOUT 'F. FINSH FLOOR CENG. OPENING W.C. WATER CLOSET RS. RASING DPP. OPPOSITE WO WOW FLUOR, FLORESCENT R RATE 511 WATER IEATER FT @T . FOOTA ALAS FASTER WT. WEIGHT FTQ FOOTING P2 PAR E AND GA GAME PRCST. RECAST - ANGLE GALO. GALVANIZED P.TDF. PR3SRE TREATED • AT Q- GLASS PIN. PARTITION CL CENTER LAW OR. GRADE QT. WARTY TILE A P0/W OR WEER GYP. GYPSUM SAD. RADIUS /LS HOSE BIER REQ. MOORED DESIGN SPECIFICATIONS ORIDA BUILDING CODE 2014 ASCE 7-10 ...ERa•yl.)NMA.lmt • . Y rYd... U..A IN) SPEED. V 11T 00 N4H I V AS01132 Mil ANCE FACTOR I LO ALL LOADS BAS CN ZO'E 3 ROOF IEIGH1 I D-0' MAX RISK CATEGORY N II NTERNAL PRESS.RE C06FCBNT I SI-.IS ONOCSM) CWNG LRFT PREMISES BAGS ON ABM - l0 PSF 0 PT L.® FOR LEAD LOAD IN CALOUATNG NET IRFT PRES .A6 .... .... •.,. T. ..IF An. •R/ V , SHEET INDEX SNT DESCRIPTION AO TITLE 5I- ET AO -A LOCATION MAP Al SITE PLAN A2 FLOOR PLAN A3 ROOF PLAN A4 ELEVATIONS ( NORTH AND SOUTH ) A5 ELEVATIONS ( EAST WEST ) DATE TITLE SHEET 0' • • - 73 6100 Broken Sound Pkwy. NW - Suite 8 - Boca Raton FL - 33487 6 3 Revisions NOT FOR CONSTRUCTION Date Drawn I Checked Date I Approval Date I Permit Date I Construction 9/3/2021 LR I MK Seal: AA0002340 a 2011 SITE NOTES SEE ATTACHED SURVEY FOR LEGAL DESCRIPTION VERIFY PROPERTY LINE DIMENSIONS WITH SURVEY SEE CIVIL AND LANDSCAPE PLANS FOR ANY ADDITIONAL INFORMATION REGARDING HARDSCAPE, DRAINAGE, POOL CONSTRUCTION AND DESIGN AND ANY OTHER SITE SPECIFIC INFORMATION SITE DRAINAGE BY CIVIL ENGINEER 4 (12:7= Project Number: 2 1097 MODEL lA (GULFSTREAM BERMUDA) LOT 1 BLUEWATER COVE r • — ^� F i V • - F3 Kevislorts NOT FOR CONSTRUCTION Date Drawn I Checked Date I Approval Date I Permit Date I Construction 9/3/2021 LR I MK Seal: AA0002340 J 2011 LOCATION MAP AO -A 19-T SCE TAM SETBACK AUI 0I 0 - I38D0 POOL DESIGN ET OTHERS DEsuav Bt 0115 8-10' 1471-11G91 A11A4VIM 'FE JCE WITH CU Se" O51 _810' ' Q GATE 3'-0' WIDE t 19-4'. TO HOUSE AREA AREA CALCULATION 1ST FLOOR NC • 4228 SO. FT. TOTAL NC 4228 SQ FT. COVERED ENTRY • 86 SQ FT. 2 CAR GARAGE I. 562 SQ FT. LOGGIA • 588 SO. FT. TOTAL 5464 SO. FT. SITE AREA 16560 SO. FT. TOTAL FOOTPRINT 5464 SQ FT. TOTAL SITE RATIO 338 DATE, 9/6/2021 95-7 BLDG. OA DESIGN BT 611405 LE 342 TTP. 0008 SLOPE I 1 7/12 TIP. ROOF SLOPE 27-V TO MOUSE 4 ,—SHADING DENOTE Ala:A OF LOW PITCH 5OOF —*F"—.11 4' MGH ALLMO N PENCE WITH SIP CLOSEG GATE 0-Cf WIDE , 0 IQ 2 I I I 1 I 1 1 1 1 1 27-4.510E TARO SETBACK I PAVER DRIVEWAY DESIGN BY anaz5 138.00—__—_-- SITE NOTES SEE ATTACL-ED SLRVEY FOR LEGAL DESCRIPTION VERIFY PROPERTY LINE DIMENSIONS WITH SLRVEY SEE CIVIL AND LANDSCAPE PLANS FOR ANY ADDITIONAL INFORMATION REGARDING HANDSCAPE, DRAINAGE, POOL CONSTRUCTION AND DESIGN AND ANY OTHER SITE SPECIFIC INFORMATION SITE DRAINAGE BY CIVIL ENGINEER ROOF AREA CALCULATION FLAT ROOF I 407 SQ. FT. FLAT ROOF 2 30 SO. FT. RAT ROOF 3 II SO. FT. TOTAL FLAT ROOF AREA - 448 SCL FT. TOTAL ROOF AREA 6211 SO. FT. ALLOWABLE LOW SLOPE ROOF 810.00 LOW SLOPE ROOF PERCENTAGE 87.20 DATE 8/20/2021 P r3 95-7 BLDG. OA DESIGN BT 611405 LE 342 TTP. 0008 SLOPE I 1 7/12 TIP. ROOF SLOPE 27-V TO MOUSE 4 ,—SHADING DENOTE Ala:A OF LOW PITCH 5OOF —*F"—.11 4' MGH ALLMO N PENCE WITH SIP CLOSEG GATE 0-Cf WIDE , 0 IQ 2 I I I 1 I 1 1 1 1 1 27-4.510E TARO SETBACK I PAVER DRIVEWAY DESIGN BY anaz5 138.00—__—_-- SITE NOTES SEE ATTACL-ED SLRVEY FOR LEGAL DESCRIPTION VERIFY PROPERTY LINE DIMENSIONS WITH SLRVEY SEE CIVIL AND LANDSCAPE PLANS FOR ANY ADDITIONAL INFORMATION REGARDING HANDSCAPE, DRAINAGE, POOL CONSTRUCTION AND DESIGN AND ANY OTHER SITE SPECIFIC INFORMATION SITE DRAINAGE BY CIVIL ENGINEER ROOF AREA CALCULATION FLAT ROOF I 407 SQ. FT. FLAT ROOF 2 30 SO. FT. RAT ROOF 3 II SO. FT. TOTAL FLAT ROOF AREA - 448 SCL FT. TOTAL ROOF AREA 6211 SO. FT. ALLOWABLE LOW SLOPE ROOF 810.00 LOW SLOPE ROOF PERCENTAGE 87.20 DATE 8/20/2021 P r3 SETBACKS SETBACKS REQUIRED PROVIDED 19'-4. FRONT SETBACK REAR SETBACK SIDE SETBACK MAXIMUM HT. 30-0' 33.1, 20-0' 10.0 MIN. (30%OF LOT WIDTH) EAST 2761 WEST 20' TO RIDGE 191 -8 - TOWN OF GULF STREAM GROSS LOT AREA 16,560 SOFT. 10.380 ACRES EFFECTIVE LOT AREA 16,560 SOFT. / 0.380 ACRES FAR CALCULATION EXISTING DEMO NEW NET 1ST FLOOR LIVING O SO. PT OSO.FT 4,228 SO. FT 4,228 SOFT CEILING OVER 151 (DOUBLE) 0 SOFT 050,FT 0SO.FT 0 SOFT 2ND FLOOR LIVING OSQ.FT 0 SO.FT 0 SOFT OSO.FT ST FLOOR COVERED ( (PORCHES, OVERHANGS >2123 0 SOFT 0 SOFT 67450. FT 674 SO.FT 2ND FLOOR COVERED 0SO.FT 0SO.FT ['SOFT OSO.FT AWNINGS >3'AND SCREEN ENCLOSURE (AT 50%) 050 FT OSO.FT 050.FT OSO.FT GARAGE 0S0.FT OSO.FT 56250.01 562 SO.FT OUTBUILDING O.SO.FT OSQ.FT OSQ.FT 0S0.FT TOTAL FLOOR AREA - PROPOSED OSO.FT ()SOFT 5.464 SOFT 5,464 SQ.FT FIRST 20.000 x .33 5,464.8 SOFT OVER 20,000 x .20 0SO.FT TOTAL ALLOWABLE FAR PER MANUAL 5,464.8 SOFT TOTAL HARDSCAPE AREA 2,847 SOFT REQUIRED LANDSCAPE AREA (LOT SCE x 40%) 8824 SO.FT ACTUAL % LANDSCAPE AREA 7.790 SOFT Project Number: 2 1097 cz w 0-1 LOT 1 BLUEWATER COVE z • 0 cco 6 v z YZ G g L C 0 0 m 0 0 Kevlslons NOT FOR CONSTRUCTION Date Drawn I Checked Date I Approval Date I Permit Date I Construction 9/3/2021 LR I MK Seal, /111111111111 AA0002340 v. 2011 WAVER. VIEW LANE SITE PLAN 1/8=1-0 Al AREA CALCULATION 1ST FLOOR A/C TOTAL NC 4228 SQ. FT. 4228 SO. FT. COVERED ENTRY • 2 CAR GARAGE I. LOGGIA 86 SO. FT. 562 SQ. FT. 588 SO. FT. TOTAL 5464 SQ. FT. SITE AREA 16560 S0. FT. TOTAL FOOTPRINT 5464 SO. FT. TOTAL SITE RATIO 335 DATE 9/6/2021 %-79116.OA PRIVACY GARDEN 8-7 X 17-4• MASTER BEDROOM 10'6' CH 16'-0' X 220-0' CECORATIVE ROIW WINDOW MASTER BATH 106 CH 0 16'-0• X r7-4' LINEN 0 VE0E2. 170' 1( 11 IL LOGGIA 3a � 35'-4• X CH 16'-3' 1aa 1164 ss0 00648 BEDROOM 2 06 a4 66'-8 X 13'-6 W.I.C. 106.04 5'-8 X 5'-Q' J / Jti \�L POWDER 106'04 5'-8 X I0-4' 1 LL MASTER W.I.C. 06' CH 7'-4' X 9.6 I I I I I I J L CLUB ROOM 106' 04 25-67 X 15'-3' LIVING ROOM as 6E8OER GREAT ROOM 600 CN 35'-0• X 23'fi• NO -E 100 CH FOYER 120 04 96' X 7-0' DECORATIVE ROLM WWOW 6410E 1000 04 COV )ENTR 7a .• I 17b'X 6'-0' C tl VE6.s Q C DINING a' KITCHEN 170' 04 ((7'-3' X 13'-0• DEC SINK OW W/ 000 48• RANGE 0 0 o! 0 BATH 2 -CO 5'-10 X 17-10 STORAGE LAUNDRY 8'004 3'-4' X 170 A9+ 61R PANTRY 106'CH 6-0• X 6'-8' DECORATIVE ECIoND WINDOW BATH 3 106.04 5'-a X1040 BEDROOM 3 10'6 CH 13'-4' X 15-0' I W.I 106' CH L5'-7 X 5=' BEDROOM 4 10'6' co 14'-0' x BATH 4 106' OH 9-4• X 5'-7 ono CART 2 CAR GARAGE a6 a 20-3' X 29-4' L - GROUND FLOOR PLAN /4' = I•-0' Project Number: 2 1097 MODEL 1A (GULFSTREAM BERMUDA) LOT 1 BLUEWATER COVE .• AFFINITI • r c I"i i e c I s 6100 Broken Sound Pkwy. NW - Suite 8 - Boca Raton FL - 33487 561.750.0445 AFHNITIARCHITECTS.COM Revisions NOT FOR CONSTRUCTION Date 9/3/2021 Drawn I Checked LR I MK Date I Approval - Date I Permit - Date I Construction - Seai:. AA0002340 a 20I i A2 AREA CALCULATION 1ST FLOOR A/C • TOTAL NC 4228 SQ. FT. 4228 SQ. FT. COVERED ENTRY • 86 SQ. FT. 2 CAR GARAGE I• 562 SQ. FT. LOGGIA t 588 SQ. FT. TOTAL SITE AREA TOTAL FOOTPRINT TOTAL SITE RATIO DATE 9/7/2021 5464 SQ. FT. 16560 SQ. FT. 5464 SQ. FT. 336 3112 TIP. /- ROCF SOPS 7112 TIP. HOOF 22200 SHADING DENOTES AREA OF LOW PITCH ROOF C /SHADING OFWS AREA OF LOW PITCH ROC' SHADING DENOTES AREA CF LOW PITCH ROOF L 20' TIP. OH Project Number: 21097 LOT 1 BLUEWATER COVE • • l z La V • k„ La Revisions NOT FOR CONSTRUCTION Date 9/7/2021 Drawn I Checked LR I MK Date I Approval - Date I Permit - Date I Construction - Seal: AA0002340 © 2011 ROOF PLAN 0' A3 MAX. TOP OF CHIMNEY 2R-OABOVE SLAB MAX TOP OF ROOF 20,0MBOVE SLAB Jl EAVE HEIGHT IV-IC/ABOVE SLAB J1 EAVE HEIGHT q IQ-4'ABOYE s_AB MAX. TOP OF CHIMNEY 14'-0'ABOVE SLAB MAX TOP OF ROOF 2O'-0'ABOVE SLAB A MAX TOP OF CHIMNEY /� 24'-OABOVE SLAB q MAX. TOP OF ROOF 2CNBABOVE SLAB 12 mri l7 SOUTH ELEVATION MAX TOP OF CANVEY 24'OXBOVE SLAB MAX. TOP OF ROOF 2CNITABOVE SLAB R'.FERENCE SLAB V ELEVATION O'4' �l NORTH ELEVATION Project Number: 21097 W E4 w MODEL 1A (GULFSTREAM BERMUDA) Revisions LOT 1 BLUEWATER COVE NOT FOR CONSTRUCTION Date 9/3/2021 Drawn I Checked LIZ I MK Date I Approval - Date I Permit - Date I Construction - 1 MAX TOP OF C!-IIhfEY 1A-OABOVE SLAB MAX. TOP OF ROOF 2O'-0'ABOVE SLAB EAVE HEIGHT Ir-IaABO4e &AB EAVE HEIGHT la-4'ABOVE SLAB MAX TOP OF CHIMNEY 24'-0'ABOVE SLAB MAX TOP OF ROOF 2a-0'ABOVE SLAB EAVE FEIGHT q Ir-IaABOVES B EAVE FEIGHT 0-4'4BOVE SLAB REFERENCE 5LAB ELEVATION -O' IT II r MAX TOP OF CHIAATEY 24'-0'ABOVE 9.AB MAX TOP OF ROOF 0 20-0'ABOVE SAB SAVE I-EIGLR 4ABOVE SLAB EAST SIDE ELEVATION ,,4.= I'-0 MAX TOP OF CHIMNEY 24'-0'ABO5£ SLAB MAX TOP OF ROOF 20-0'ABOVE SLAB REFERENCE 54.49 ELEVATION O'-O� Project Number: 2 1097 r- 1 Revisions 6100 Broken Sound Pkwy. NW NOT FOR CONSTRUCTION Date 9/3/2021 Drawn I Checked LR I MK Date I Approval - Date I Permit Date I Construction Seal: AA0002340 J 2011 1 WEST SIDE ELEVAT4'=I'-0ION /' Z O 20 0 GRAPHIC SCALE 10 20 40 80 ( IN FEET ) 1 INCH = 20 FT. NOT PLATTED N89'14'58"E 138.00' NOTE: • IMPROVEMENTS SHOWN ARE PROPOSED UNLESS OTHERWISE NOTED. O TRACT "B" —19.33' 10.50' N 1 0 o p N POOL SETBACK ao —19.33' ^19.17 N 17.50' vi 5 42' c TANKLESS c WATER HEATERS n 17.50' POOL N REAR SETBACK 0 36.00' O LOGGIA 35.33' PROPOSED RESIDENCE F1N.FLR=8.0 18.58' COVERED ENTRY 38.00' 5.25 5, U, 8.-"" 14.83'r 22.75 N m CBS WALL A� 10.50' 6.75 FRONT SETBACK a 2 IX C' 22.50' 2.50' 22.17' SO'45'02"E 120.00' TURNER RO4O GULFSTREAM BLVD SITE SOLE( LEGEND A/C - AIR CONDITIONER ALUM. - ALUMINUM CONC. - CONCRETE COVD. - COVERED F.F.E. - FINISH FLOOR ELEVATION FND. - FOUND F.P.L. - FLORIDA POWER & LIGHT I.R. - IRON ROD I.R.C. - IRON ROD & CAP P.B. - PLAT BOOK PG. - PAGE O.R.B. - OFFICIAL RECORDS BOOK R/W - RIGHT-OF-WAY TYP. - TYPICAL U.E. - UTILITY EASEMENT Cg N ®®a ©L3grica .<4Ei@® - ANCHOR - AT&T BOX - BACKFLOW PREVENTER - CABLE BOX - CATCH BASIN - CLEANOUT - DRAINAGE MANHOLE - ELECTRIC BOX - FIRE HYDRANT - HANDICAP PARKING - IRRIGATION CONTROL VALVE - UGHT POLE - MAILBOX - POWER POLE - SANITARY MANHOLE - SIGN - VALVE - WATER METER - YARD DRAIN LOT 2 NOTES 1. THIS SURVEY OR REPRODUCTIONS THEREOF ARE NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND THE ORIGINAL SEAL, OR THE AUTHENTICATED ELECTRONIC SIGNATURE AND SEAL, OF A FLORIDA LICENSED PROFESSIONAL SURVEYOR AND MAPPER. 2. LANDS SHOWN HEREON ARE NOT ABSTRACTED FOR RIGHTS -OF -WAY, EASEMENTS, OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD. 3. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM OF 1988. 4. BEARINGS SHOWN HEREON ARE RELATIVE TO THE NORTH UNE OF TRACT "A", "PLACE AU SOLEIL ADDITION NO. 2", PLAT BOOK _, PAGE PUBLIC RECORDS OF PALM 5. THE 'DESCRIPTION" SHOWN HEREON IS IN �" ACCORD WITH THE DESCRIPTION PROVIDED BY THE CUENT. in 6. UNDERGROUND FOUNDATIONS WERE NOT LOCATED. )- 7. ADDITIONS OR DELETIONS TO SURVEY MAPS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 8. FLOOD ZONES: "X" (UNSHADED); FLOOD INSURANCE RATE MAP NO. 12099C 0981 F; COMMUNITY NO. 125109; DATE: OCTOBER 5, 2017. 9. BENCHMARK ORIGIN DESCRIPTION: N.G.S. BENCHMARK 0402. ELEVATION=13.25(NAVD 1988) 10. SETBACK UNES SHOWN HEREON TAKEN FROM PLANS BY INFINITI ARCHITECTS. DESCRIPTION LOT 1, "PLACE AU SOLEIL ADDITION NO. 2", PLAT BOOK , PAGE _, PUBUC RECORDS OF PALM BEACH COUNTY, FLORIDA. S89'14'58"W 138.00' TRACT "A" BLUEWATER COVE N UNE OF TRACT "A" (BASIS OF BEARINGS) LOT 14 SAID LANDS SITUATE IN THE CITY OF DELRAY BEACH, PALM BEACH COUNTY, FLORIDA AND CONTAINING 16,560 SQUARE FEET, OR 0.380 ACRES, MORE OR LESS. SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS, COVENANTS, AND RIGHTS -OF -WAY OF RECORD. CERTIFICATE; I HEREBY CERTIFY THAT THE ATTACHED BOUNDARY SURVEY OF THE HEREON DESCRIBED PROPERTY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BEUEF AS SURVEYED UNDER MY DIRECTION ON SEPTEMBER 1, 2021. I FURTHER CERTIFY THAT THIS BOUNDARY SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH IN CHAPTER 5J-17 ADOPTED BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS, PURSUANT TO FLORIDA STATUTES 472.027. Jeffrey R. ° .y,r =,La "e' Wagner: ttt==$m JEFFREY R. WAGNER, PLS REG. LAND SURVEYOR #5302 STATE OF FLORIDA - LB #3591 CAULFIELD Sc WHEELER, INC. CIVIL ENGINEERING LANDSCAPE ARCHITECTURE — SURVEYING 7900 GLADES ROAD — SUITE 100 BOCA RATON, FLORIDA 33434 PHONE (561)-392-1991 / FAX (561)-750-1452 PLACE AU SOLEIL ADDITION NO. 2 - LOT 1 BOUNDARY SURVEY DATE AUG 2021 SCALE 1"=20' FLD.BK. ELEC. DRAWN BY SAS PAGE ELEC. FILE NAME 9599 PERMIT NAVD 1988 LOT 1.dwg 9599 SHT.NO. 1 OF 1 SHEETS SCALE.: 1" = 50' 0' 50' 100' 150' LEGEND: E = LPNTERU'E PRM = PPLAAIENT HEFf32E CE i,EAU,ENT (4K4' CONCRETE A>C11l.I,ENT STAMPED TTAI I R1K3, (/'LESS STATED 071ER1YEE PCP. = PDALANENT CONTROL POINT (NAL AND DISK STAM3'D 'PCP LB 353) LNES5 STATED OTHERWISE PRPBCO. = PLHIC RECORDS OF PALM BEACH CONTY SECTION 4/46/43 = SECTION 4, roWNSTLP 46 SOUTH RAMti 43 EAST GUE = GEIE764L UTILITY EASEMENT LINE TABLE LINE NUMBER LENGTH BEARING L-1 33.75' N.00°03'46 E. L-2 25.88' N.12 54'17 E L-3 26.85' N.89°1458E L-4 26.85' S89°1458"W. L-5 25.88' S.12 54'17"W. L-6 103.65' 5.00°03'46"W. L-7 77.58' N.00°03'46E L-8 85.30' N.12°54'17E L-9 70.19' N.00°03'46E L-10 0.67' N.16°4458E / / / / O.7 z. O • LMTS OF PLAT INORTHERLY LAE OF RAT PLACE AU SOLEIL ADDITION NO. 2 BEING A REPLA T OF A PORTION OF THE NORTHEAST QUARTER (N.E.1/4) AND A REPLA T OF A PORTION OF THE SOUTHEAST QUARTER (SE,1/4) OF SECTION 4, TOWNSHIP 46 SOUTH, RANGE 43 EAST, TOWN OF GULF STREAM, PALM BEACH COUNTY, FLORIDA SHEET 2 OF 2 77 -IS INSTRUMENT WAS PREPARED BY PALL D. ENGLE IV TIE OVREI6( NC, 9 5 NW HIBR E SL & K-� DELRAY BEACH FLORIDA 33445 (561) 276-4501 CURVE TABLE CURVE NUMBER CENTRAL ANGLE RADIUS ARC LENGTH CHORD BEARING N.00 20'1/'LE. C-1 0033'04" 20.00' 0.19' C-2 12°50'31" 109.00' 24.43' N.06 29'51 E: N.16`082/ W. C-3 58°0528" 20.00' 20.28' C-4 192°3137" 50.00' 168.01' N.51°0438': S61°°42'18':. S.60°12'14 'W. S.51°0438""W. S41°°57'01 'W. S.06°29'01 'W. N.59°29'09 E S.00°43'55"E N..6O°58'06"'W. C-5 58°0528" 20.00' 20.28' C-6 58°0528" 20.00' 20.28' C-7 39°50'14" 50.00' 34.76' C-8 58°0528" 20.00' 20.28' C-9 12°50'31" 75.00' 16.81' C-10 59°3138" 20.00' 20.78' C-11 299°05'30" 53.00' 276.67' C-12 59°33'52" 20.00' 20.79' C-13 59°31'29" 53.00' 55.06' N.59 29'04 E. C-14 79°06'17" 5300' 73.17' S.51°12'03E. S.00°4622'E S.55°1750""W. C-15 21°45'05" 53.00' 20.12' C-16 90°23'19" 53.00' 83.61' C-17 48°1920" 53.00' 44.70' N.55°20'51""W. C-18 105°49'42" 20.00' 36.94' N.53°31'40"'E. C-19 71°1720" 83.12' 103.42' S.37 3622E TRACT "A" "1784772h, k-2,5" SANTARY SPECIAL ACED -T yP rAREA 87.22' 34.od LA/TS ,TRACT zF TRACT "C" 11)YGL 9246' N89°1458"E LGUE DETAIL "A" SK'ALF• f = 50' N O T PLA TTED 089°14 58"W. 4nnn �O2 NOT PLAT IEU ti O LMTS OF FLAT TY UTAJTY EASEMENT (ORB 57 6 PACE 624 & ORB 6327, PAGE 1128) i i NOTES: ALL BEARNG5 SHOWN HEREON ARE RELATIVE TO 77E SOUTH LI£ OF TI£ NORTHEAST QUARTER NE. %4) OF 5EC7TON 4, TOWNSFIP 46 SOUTH RANGE 43 EAST HAVNG AN ASSU,ED BEARNG OF N89'1458'E: NOTICE- THS PLAT, AS RECORDED IN ITS ORAPHC FORM IS THE OFFICIAL CEFTCRON OF TIE SLBOMLED LANDS DESCRIBED HEREIN AHD WILL N NO CIRCI MSTANCES BE SLPPLANIED IN AUTHORITY BY ANY OTHER ORAPHC OR DOTAL FORM CF 77£ PLAT 77EilE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THS PLAT THAT MAY BE FOLIO IN TIE PLBLIC RECORDS OF PALM BEACH COLNTY, FLORIDA. TIE TOWN OF GLLF STREAM IS HEREBY GRANTED 7H£ RIGHT OF ACCESS FOR DERGENCY AND MAINTENANCE PLRPoSES 77 -IS INLS7Rl.AENT WAS PREPARED BY PAIL D. ENGLE, IN TIE OFFICE OF INC, 955 NW. 1 NUE VE SINE K IDE RAY �CHH FLORIDA 33445 (561) 276-4501 PERMMENT REFEIWTEF MOKAflVTs ARE SHOWN TI-L.CR 0 THERE SHALL BE NO BI.B.DNGS OR ANY KW OF CONSTRUCTION PLACED ON WATER, SEWER OR DRAINAGE EASEEENTS NO STRUCTURES SHALL BE PLACED 14171 -IN A HORIZONTAL DISTANCE OF V ha I FROM ANY EXISTING OR PROPOSED TOWN OF CALF STREAM MARNTA91ED WATER SEWER OR DRAINAGE FACYJ7IES CONSTRUCTION OR LAIDSCAFING UPON MAN7ENANCF OR MNNTFNANCE ACCESS EASEMENTS MUST BE N COFORMANCE WITH ALL BULDNG AND ZONING CAS AND/OR ORDINANCES OF T7£ TOWN OF GLEE STREAM 77 -ERE S7 -HALL BE NO IDES OR SHRUBS PLACED ON UTILITY EASOLENTS WHD-I ARE FRONTED FOR WATER AI'D SEWER 1.6E OR UPON DRAINAGE EASELENTS LANDSCAPING ON ANY OTHER UTILITY EASE4ENTS SHALL BE ALLOWED OILY AFTER CONSENT OF ALL UTILITY COLPAMES OCCLPYNG SAME INSTRU1£NTS OF RECORD AS SMOWN HEREON ARE RECORDED IN 77E PLBIJC RECORDS OF PALM BEACH COUNTY, FLORDA U'LESS STATED OTHERWISE. SET 5a00'PWEST\ 5 xi rwn 127.13' 138.00' 138.00' 138.00' .w v. I - 138.00' 138.00' 1 156.00' 227.66' L LMCS OF FLAT L GAITS OF PLAT 3 TRACT 'B' I AREA =24,973 SO .. F 6N c LOT 1 pN oQ LOT 2 pN o LOT 3 ON o LOT 4 6N oA LOT 5 oA OP LOT 6 cw$ LOT 7 AREA = 2`5530 5O FT. � � � p CO c* AREA = 16,560 SO. FT z C3'4-1-' Nz AREA = 14560 SO. FT. O Nz 4' AREA = 6560 50. FT. O Nz Ii AREA = 6560 50. FT. O Nz AREA = 6560 SOFT op N AREA = 17,375 SOFT C-13 -- \ Of Co GUE C-14 C-4 -- .L -3--X8.00' fry 100' 93.E-� C-10 C-1 � 14878 ci h� r. ,,. 11 8.00' 13�.1�0 138.00' BOOK 3R PAGE 164) AVENUEAU SOLEIL (FLAT REY71T7�QF W YY) TRACT " A " ,R322BL N890468Z �P.CP. AAD RApf/S Pt�T _-_-_-_-_-_- / TRACT "A" PLACE AU SOLEIL ADDI710N NO. 1 (RAT BOOK 34 PAGE 04) �N Ov C-6 C-7 SEF I5"TAL Al C-8 �A LOT 14 oA LOT 13 TRACT C' o, I AREA = 79560 SO FT. C3 v AREA= 14560 SO. FT. AREA= N' No 9426 SO. 17. " z z C-9 - OATS OF PLAT 4' CUE 92.48' 138.00' 138.00' UZTY EASER&7VT L 1Y WELTY EASEMENT (ORB 515,5 PACE 624 & ORB 6327, PAGE 1128) (ORB 16327 % 1128) _ - - 0,5,,:‘:1 L 1Y EA TY SEMENT (ORB 515,5 PAGE 1932 & ORB a 169, PAGE 60 0 NOT PLATTED L647S OF RAT (NOT INCEWED) LOT 93 PLACE AU SOLEIL (PLAT BOOK 27, PAGE 69) 5.00' N89°1458'E. W. LEE OF RACE AU STEEL (RAT BOOK 2Z PALE 69) oA cyz AREA = 6560 SO. FT. BO9.94 89°1458 E BLUEWATER COVE N TRACT "A ------------------------- AREA = 46406 S0 FT. ---------------1 809.91'N@s°r4s@� C-12 LPGP & _ _ CtJJ7FR OF hL 1D' GUE X LOT 12 gA LOT 11 SA LOT 10 0 V AREA = 15,560 S0. FT. 0 Q AREA = X9560 SO. FT z z 138.00' 138.00' 1 5.45 Iv89°14 58'E 12' UILITY EASEMENT (ORB 6327, PACE 7128) R'UTUIYEA4A0/T Ouruxrr21 /14:£ 69 NOT PLATTED >7�UTL/TY EASEMENT (ORB 5796 PAGE 932 & ORB 50.11 PAGE 61) LOT 92 (RAT 2Z SOLEIL 64) LOT 91 PLACE AU SOLEIL (RAT BOOK 27, PAGE 69) LOT 9 0 SOLEL (PLAT 2CE 7,PAGE) NOT PLATTED (NOT INCLLOED) Os. NSz 138.00' a - SOUTH OE OF NE14 OF SECTION 4/46/43 1Y UILRYEASEIENT (ORB 50$ PAGE 1932 & ORB 5159 PACE 61) C-17 LOT 9 ATE4 = 79502 50 FT. ELM'S OF FLAT 1 145.67' 180.11' 1Y UTILITY EASEMENT (ORB 5X6,5 PAGE 624 & ORB 6327, PAGE 1128) 50.00 SOO' WWEST ID m al -CE -SAC TRACT V 5920 144.55' S89w4'SSw. -16 LOT 8 AREA = 22,456 SO FT NO T N PLATTED 12' UTLITY EASEMENT \ �--'(ORB 6327, PAGE 1128) N + P WIRY &4.%C.,' (RAT BM[ 27, PAGE ®) L 0 T 8 9 L 0 T 8 8 PLACE AU SOLEIL PLACE AU SOLEIL (RAT BOOK 27, PAGE 69) (RAT BOOK 27, PAGE 69) LOT 87 PLACE AU SOLEIL (RAT BOOK 27, PAGE 69) LOT 86 (FLAT PLACE 27 P�69) LOT 85 PLACE AU SOLEIL (RAT WG( 27, PAGE 69) co N 5- vw 3 3 'ZS SK- 03a- ADDITIONAL SITE DATA SITE LOCATION GULF STREAM ARCHITECTURAL STYLE BERMUDA LOT COVERAGE 5,464/ 16,5W = 32.00% PERVIOUS AREA 8.312 / 16,560 SOFT = 53.82% IMPERVIOUS AREA 7,649 116.560 SOFT =46.16% SETBACKS SETBACKS REQUIRED PROVIDED FRONT SETBACK 30'-0' 30-11' REAR SETBACK 2D-0' 21'-3' SIDE SETBACK 15'-0' (MIN. 30% OF LOT WIDTH) 22-6' EAST/ 19'-4' WEST MAXIMUM HT. 20 TO RIDGE 18'-1' TOWN OF GULF STREAM GROSS LOT AREA 16,560 SOFT. i 0.380 ACRES EFFECTIVE LOT AREA 16,560 SO. FT. i 0.380 ACRES FAR CALCULATION EXISTING DEMO NEW NET 1ST FLOOR LIVING 0 SOFT 0 SO.FT 4,228 SOFT 4,226 SOFT CEILING OVER 16 (DOUBLE) O SQ.FT O SOFT 0 SOFT 0 SO.FT 2ND FLOOR LIVING 1,36213,799=35.8% OSO.FT OSQ.FT OSQ.FT 0SO.FT 1ST FLOOR COVERED (PORCHES, OVERHANGS 2 101 0 SO.FT 0 SO. FT 874 SOFT 874 SOFT 2ND FLOOR COVERED OSOFT OSO.FT OSO.FT OSO.FT AWNINGS > 3' AND SCREEN ENCLOSURE (AT 56%) pSO.FT OSO.FT OSO.FT OSO.FT GARAGE 0 SOFT 0 SO.FT 562 SOFT 562 SOFT OUT BUILDING 0 SO.FT 0 SOFT 0 SOFT D SOFT FLOOR AREA -PROPOSED 0 SOFT OSO.FT 5,464 SOFT 5,404 SOFT FIRST 20,000 x .33 5,484.8 SOFT OVER 20.000 x.20 0 SOFT ADDITIONAL LOGGIA AREA SPECIAL EXEMPTION TOTAL ALLOWABLE FAR PER MANUAL 5,464.8 SOFT TOTAL HARDSCAPE AREA 2847 SOFT 3.417 SOFT REQUIRED LANDSCAPE AREA (LOT SIZE A 40%) 6.624 SOFT ACTUAL % LANDSCAPE AREA 7,790 SOFT 8912 SQ.FT ELF -CLOSING GATE AND 4' HIGH IMINUM FENCE, BRONZE COLOR 24'N 32 DECORATIVE CONCRETE PLANTERS, BY OWNER CASUAL( SEATING USA MARBLE OCEAN BLUE SANDBLASTED PAVERS, 16'x24'%11/4' RUNNING BOND/STAGGERED PATTERN 2 SON 42' DECORATIVE CONCRETE PLANTERS BELGARD OCEANSIDE GREY 16'%16.12 35' PAVERS STAGGERED/ RUNNING BOND PATTERN W/ 4'x8' SOLDIER COURSE BORDER, ON COMPACTED SAND BASE IA-Ol /Lot 1 ENTRY WALK POOL PATIO 138.00' INFINITY SPA POOL PATIO ENTRY WALK BELGARD OCEANSIDE GREY 8'%12x2 343' PAVERS STAGGERED, RUNNING BOND PATTERN ON COMPACTED SAND BASE USA MARBLE OCEAN BLUE SANDBLASTED PAVERS, 16'124'x1114' RUNNING BONDSTAGC RED PATTERN. NURTH A02DW SCALE: 1/8"=V-0" 4' SELFCLOSING GATE AND 4' HIGH ALUMINUM FENCE, BRONZE COLOR BELGARD OCEANSIDE GREY 8%12%2 3/8. PAVERS STAGGERED/ RUNNING BOND PATTERN WI 4'x8' SOLDIER COURSE BORDER, ON COMPACTED SAND BASE LOUIS ILIAS VLAHOS LANDSCAPE ARCHITECT #6666677 LC #26000319 JOB NO: DRAWN BY: LIV DATE 09.08.21 SCALE: 1"=B'-0" SHEET NO. SL -1 NATIVE VEGETATION REQUIRED (Dx.25) NATIVE VEGETATION PROVIDED TOTAL TREES EXISTING ON SITE TOTAL TREES REQUIRED (A 12500-H) )w��ar.�Ilvik.r';�<� Vi)�l -i � o:s� At -����� r itg1 �i �� C�tX•�.1�' r1 � �//_LOia1..,alOiwLOi• �aL0i.I0i>,•� ,L..� Quercus Vlrginianal Live Oak Conocarpus Erectus/ green Buttonwood Conocarpus Er Serdes/ Silver Buttonwood Juniper Torulosa/ Torulosa Juniper Elaeocarpus decipens/Japenese Blueberry Cocos Nuc. Malayarvhlatayan Gm Coconut Veitchia Montgomedana/Montgomery Palm Veitchia Memllii/Adonidia Palm Veitchia Memtlii/Adonidia Palm Caryota Mills/ Fishtail Palm Phoenix RoebellenNPygmy Date Paint Chameerops Humilis/European Fen Palm Dloon Edule/ 01000 Fern Cordyline Flondana/ Florida Tii Ilex Crenate 'Sky Pencil'/Sky Pencil Holly Juniperus Chinensis Porn-Porn/Pom-Pom Rhaphls ExcelsalLady Palm Bromeliad Impedalisllmperial Bromeliad Callathea Zebdna/Zebra Callethea Sansevieda Tdfisrata Zeylanica 18'OA, TCT, 4CAL, full (native) 1405, OCT.' 2°CAL, STD, full (native) 14'OA, GCT, 2'CAL. STD, full (native) TOA, full to ground (drought) 8'OA, match, 4'CT, full (drought) 14-16'OA, 7-8'WD, 12"CAL, w! curve, full (vary drc 14'OA, TRPL, full (drought) 12'0A, DBL, full (drought) 14'0A, TRPL, full (drought) 16'OA, multi, full (drought) 8-1O0A, TRPL, full (drought) 4-5'OA, 5 -trunk, full (native) 3'OA, full (drought) 5'OA, multi, full (non drought) 4-20A, full (native) 4-5'OA, multi w/ character, full (drought) 4-5'OA, multi, full (drought) 7GAL, full (drought) 3 GAL, 24"OA, 30'OC, full 3 GAL, 24° OA, 30" OC. full (very drought) Minna Guttifera/Small Leaf Clusea 4-5'OA, 30"OC, fun (native) Podocarpus Maki/Maki Yew 7GAL, 3.4'OA, 2'0C, full (very drought) Pittosporum Toblra/Green Pieosporum 3 GAL, 24" OA, 24" OC, full (drought) Codiaeum Stoplight/Croton Stoplight Yellow 7GAL, 36"OA, full (drought) Begonia Angel W ng White 3 GAL, 24" OA, 24" OC, full (nth -drought) Hibiscus Mona Loa/While Hibiscus 3 GAL, 24'0A, 24" DC, full (non -drought) Podocarpus Pnngles/Dwarf Podocarpus 3 GAL, 14" OA, 20" OC, full (drought) Ficus Mlcrocarpa Gm Island/ Gm Island Fic 3 GAL, 14" OA, 20" OC. full (drought) Trechylosperma Jas Minima/JasmIne Minimal GAL, 8" 05,10" OC, full (drought) 1. All planting notes to be Florida t/1 grade or better as stated in 'grades and standards for nursery plants' part I and part II (2007), Stale of Florida, Department of Agriculture, Tallahassee. 2. All prohibited plant species shall be eradicated from the site. 3. All plant materiel to be handled and planted In accordance with standard nursery practices. 4. All plant material to be guaranteed for a period of ninety (90) days from date of installation. 5. All planting beds to receive three (3) Inches of maleluca, recycled bark or other mulch, type "B", or better. (no cypress mulch) 6. All planting areas must be Irrigated to provide (100% coverage & 100% overlap) by an automatic Irrigation w/water sensor system installed by certified Irrigation contractor. 7. Sod and Irrigation will be provided within all the unpaved areas Including the R.O.W. 8. All mechanical equipment must be screened on three sides w/a hedge, solid fence or wall to a height minimum 6" above the Item. 9. All underground utilities should be located 48 hours prior to commencement of landscape construction. The Landscape and/or Irrigation contractor is responsible to cell toll free 1.800.432.4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. 11. In case of discrepancies, the landscape plan takes precedence over the plant list 12. All existing trees to remain will be trimmed, pruned and protected with an appropriate construction barrier. 13, A minimum distance of 15 ft. separates all trees from pole lights and overhead utility lines. 15, Within all site triangles there shall be unobstructed visibility within 2,5' and 6' above pavement level. 16. Any trees and shrubs within water, sewer or drainage easements shall conform to City of Delray Beach Standard LD 1.1 & LD 1.2. oot000 io Ie otreiro : "."7 I n f1_ DO NOT CIITLEADER O PRUNE DAMAGED LY DEAD O WOOD IMMEDIATELY PRIOR RIOT GENERAL NOTES: 23. All nawplant material a,Mtlbeguara^bapbr1year from time ofmalacceptanma react. My Plant materiel not in a healthy graving < ..on cell be replaced by. BLUEWATER COVE LOT 1, MODEL 1A, GULFSTREAM, FL LANDSCAPE SPECIFICATIOls rV� 0�0111 TO PLANTING AS DIRECTED SEE NOTE Contactor at m additional coat to the Ova. wdthh 10 days ofeden non. For al 45 days beyond Q DO (1,� 01' BY THE LANDSCAPE ARCHITECT Q I I I QO O "U 11 0, 111 I. 11 DOUBLE STRAND a12 GAUGE WIRE WITH 3.4'0 RUBBER HOSE 1)RVp 1/ O 3 PER TREE AT EQUAL SPACING. LQq.O WO / • 0 �I1 / 1 R Og00 p G 08D -00' QI 0 D Q O p 6 0 0 6 06g ]-MULCH 3' DEEP 0 Q 0 00 (SEE SPECS.) d Y7 U QJ / - 1, PLANT MATERIAL All sent material shall be Floc. alto Wrier as eetabtlahed tiy'Gades and Slerdads for Nursery Plena' o/ the vale of DeperMeht aAgdalNn. 2. All tmea, slwbs axl praundwvera sM1ell be oltha slue as apecHbd In IM1a Plad IJet 3. Quad'''. Mated on the Plant List are for estimating purposes. Contractor shall verify all quenUlba. Huhn, bD 1, tmtll¢a, eta. Mall W included In the aril mat of the plena. replacement plant metelal, thewarrantyperiod shall r Earletl en etlditbnd Bra original warranty period. Warranty Is null and void for plan material which Is damaged or dies as a result of 'acts a God' ',me 1 b hall freeze, %Marino automobile damage, ail winds exceeding ]S mph es defined by the Nand ILMcerla Center. All bees Mal mn or an, b.wn over, mused by winds leas Man ]5 mph... rood and bremd by Ma Contactor N additional cost to the 24. Type TY curbing end stops shall W provided In Me V.UA. Refer b panne and 0 O_ MULCH, 3' DEEP U U 1 Q � \ BACKFILL MIX AS SPECIFIED 4. Where Men is a discrepancy either in plant names, slxee or epeclMcatbns W:wean the plan the pen takes procedarce. drdnage de@a sheet for detail of type'D' curb end wheel stop. detail 25. The successful Mader Mall hunbn to the Owner a unit price breakdown for a0 materials. 3' BASIN FOR WATERING. EXISTING SOIL 5. AM pbntng beds and water W ho Wens es shall be covered with a 3" minimum dap. of The Owner may, at es dbuelbn, ada d delete from the meter.utllang the unit price 1?x7 FLUORESCENT ORANGE MARICERR 'SET TRUNK FLNR OR TOP ROOT 0-2' ABOVE SURROUNDING FINISH GRADE. UNTIE BURLAP 1/3 FROM BASE OF BALL TRIM 1!3 FROM CROWN, WIRE BASKETS REMOVE 1f2 FROM TOP OF BALL AND ALL SYNTHETIC BURLAP TO BE REMOVED COMPLETELY 2'xTx2' STAKE. TOP TO BE 2" MIN BELOW FINISH GRADE BACKFILL WITH PLANTING SOIL. SET ROOTBALL ON UNDISTURBED SOIL. 'TREE SUPPORTS TO BE REMOVED INB MONTHS FOR TREES AND 12 MONTHS FOR PALMS O4' l,4, 9� NOTE' DISTANCE BETWEEN PLANTS SHOULD BE FAR ENOUGH TO ALLOW PLANTS TO REACH NATURE SIZE WILL INTERFERING WITH GROWTH OF ADJACENT PLANT MATERIALS DISTANCE TO CENTERLINE 30. WILL VARY ACCORDING TO SPECIES AND HABITAT OF GROWTH SO THAT NATURE PLANTS WILL NOT OVER LAP ONTO SIDE SIDEWALK STRUCTURES, PAVED AREAS. ETC. shredded eucalyptus or other organic mulch grade 1Y or better. 0. The Plenary Plan Chan be Installed in carnelian. with NI existing City codes and applicable deed rescbibna. T.SO All areas not used for buildings, vehicular e areal:,walkser pladhe beta shell be ssed. Greasing Mall Wend b any abetting streettee grassed. pwement edge and to the mean wNerline of any abutting canal, lake or waterway. Sod to be grade "A' weed five. AS areas marked "Law, shall be St. Augustine Tiordem' mad sop. The Dry Retention area WI shell be "ea A Grays" I'Peapalum NOtaem'. All sod shall be cot boat tight and even thong planting I! roepprbible for own aquero footage takeoffs and field tenpsmpe to vengce on b provide 100% sod coverage Man anus s0aciand provide 0. PLANTING SOIL NI trees and struts Meg be planted a mlMmum 0112' topsoil eroumd and beneath .e 2'tlOb. Minimum bopsal shell be 6' for groundeover trees, 4" for seeded grass areas and 2- for sodded geese areas, 9. Planting sal to bee weed -bee mixture of 50 %sand, 40 % muck. and 10 % Canadian peat. breakdown sWmittad. 28. No plant marshal wil he scooted showing evbenee of cable. shah marks, equipment soars, or o.eretse damaged. 2]. Plant mpler will not be accepted when the of earth surrounding Its rota Wabesn cracked broken or othenvbe damaged. 28. Root -prune as trees a minimum of (CO weeks prior to planting. 29. Tres grams shall be positioned to meet In the center of haewe l end have uniform spacing c ed et Pane flushed leveled with rm. outvpa edgsa a castings. Install grates where e, in surrounding pavement surface. Install steal angle frame, In concrete Push and leveed with surrounding paving Nrem, maintain nosh and leveled et as times. All landscaped areas we be irrigated try an underground, automatic, rat -Res Nigatlm system arm. 100 Y. coverage and 100 % spray wMap The system shall be malntaned in good working order area dessned to minimize water on Inner.. service¢ end not overspay when ade. A air sensor deocc snarl ...led b override the Irrigetlan tae dew system when ndaquale nin(oll has occurred. LARGE TREE All plant tnabrial to receive parting lea as per details. Planting sot bednell to Ni nomad nthaPdnwc«pnrePivepatvagsalmsandlbiaiashaibehnrknladwlmAg %eendadzo % 31. Hedge aam,nanbepaaaagtNatWWgmaalmmmmn,aaamnan. SHRUB/ GROUNDCOVER SPACING DETAIL ommck and debris BnuoehAlha vnacbISPmM bebacMtlled mix00 J Pml equipment and ot egrmndlreaNend rig wtly equipment oenclosures. (2" cal. and over) PLANTING DETAIL %VheindI sand at B4tpree 10 0 I 1 140 1 • V I I! D I 11 1 jl111 lryf�DQ,, 0 0Q 80Q Ira • T,`AVQfy 'VJVfI 10. cono-alor a naamnPbb for tlatemh. NI way rogatmns and matatiry edi..a so as to ne tnobtnmed na corm.,. All damage b .Ming Warn a or improvements .used by Convector.. be repaired at m enditbnal test to the Owner. 11. Con tractor - notify 'Sunshine al 1-000.838-409] (48) hours prior b digging for May iantima. 32. All Plana material planted within the sign datence Mangle areas lees Pan) atoll prwre aoaa-vlalbmly at a nadalnbl level Wteaen 30 inches and B feet above adjacent sheet grade. 33. Na canopy trees shall be panted wiMIn 15 feet a a light Poie. No pehn species shall be Panted within 6 feet or a light pole. OQ 8 to DBL. STRAND N0.12 GALVANIZED GUY WIRE PER TREE) RO 00p PROTECT TREE WITH 3!4.0 RUBBER HOSE PLANT MATERIAL SHALL NOT BE underground u. eonlrabr shall be for prowleing noel ending of Al associated panting areas. 1S Alter anal gads, area to be raked to 6' depth and al rock and fruign inorganic materials removed and disposed of properly on -¢le. 34. Ground cower plantings shall provide cot less than ]5 Percent coverage immediately upon planting and 100 percent mwaage wroth 3 months anal planting. 36. Trip seder rnn barricades shall provided around aeadng toes that may be Impacted by the proposed tan. Prior to arty construction tan a tree protection .ni.de inspection MAJESTIC �� VIEWS Landscape Archititdectuure - Construtaion Management 4711 Cypress Drive South, Boynton Beach, FL 33436 Phone (561(752-9835 Fax (561) 752-4110 2013 Majestic Views. All Rights Reserved. No part of these ideas, plans or designs may be reproduced or copied in any form whatsoever without the express written concent. IMIN.3 RED FLAGGING TAPE 014 BRACE STAKES (3 PER (3 PER TREE) 3' DEEP LAYER OF APPROVED MULCH BACKFlLL WITH PLANTING SOIL SOIL BERM FOR WATERING BASIN I. r 3' DEEP LAYER OF '`�i APPROVED MULCH ',0• �• •h 0,q '' d10 ' r BACKFILL WITH PLANTING SOIL ' 11�' • 1 fLfLi'r'. t • 1 D. PRUNED PRIOR TO INSTALLATION. AFTER PLANTS HAVE BEEN INSTALLED, 0 EACH PLANT SHALL BE PRUNED FOR UNIFORMITY. g p, SET TRUNK FLAIR OR TOP ROOT 0'-1' ABOVE / pre tn-I list SURROUNDING FINISH GRADE. 14. All Panting holes to be hand pug except when machine dug holes will ml adverse'y affect or damage utilities or Impmovemeas (see note 8). 16. No plungingtof any tree or palm will be All pbnla b he planted w/ trunk roar or Keice m0110 Sabove grade City roqulremnenb). 113 Contractor shall PekeBguy all trees and at time of as the Mal be conducted by the bride®pa architect, owner or govemhg monk:panty, Refer to dad by landscape dotal fee tree pmervem bemnde fencing. 38. The remwel!rebceaon permits mud be obtained fa existing trees to be removed or rebeste0. areas, all noes and palms alaN be maintained to allow for clear pa¢sega et is allpedestrianHear al an Btool clear trunk. palms planting per ennaprlale detail. Cmhaclu Is responsible for the maintenance NOM, repair or all staking and guying dating wennty period. 35. Quenttees shown on tla plant let take pscedence over any discrepancies between the antl pant lid STAKES TO BE Be' BELOW PIT IN EXISTING SUBGRADE - GRANULAR FILL MATERIAL OR EXISTING GRADE UNEXCAVATED _j GRANULAR FIL - MATERIAL, OR EXISTING GRADE � �'1I (11 I - I - - �� - 2x ROOTBALL SIZE SOIL RPA FOR �, WATERING BASIN 17. All parking elands measuring lase than 11 feet (Including curbs) due t turning radii nequhemenm snail have root tam ten Installed ageing the full of the island. NI lime . shell be excay.d from Islands to e depth of 2-112 feel and becMnled with the specified planting mix. plane 39. Proposed berms shag not exceed a 3:1 Nbpa. 40. NI plants are to be top dressed with a minimum 3" layer of Mableho mulch, Eucalyptus mulch or equal Mulch 10' beyond plantings. SUPPORTS TO BE REMOVED IN B MONTHS FOR TREES TREES AND 12 MONTHS FOR PALMS FOR SUPPORT 'SET TRUNK FLAIR IN TOPSH GRA'-2' GRADE. ABOVEI SURROUNDING 10 FROM BASE UNTIE BURLAP 1G FROM BASE OF TRUBASKETS REMOVE TRIM 113 FROM CROWN. WIRE BASKETS REMOVE 1/2 FROM TOP OF BALL AND ALL SYNTHETIC BURLAP TO BE REMOVED COMPLETELY 18.ogenFertilizer0for gone r areas shall NPK el, to 12.5 ecru den ¢.f.cr 545 Ins/acre. . Nitrogen 50 %ear release form B ferlaizer to include secondary mlaonutriena, 19.SUBSTITUTION AANDCHANGES:AlleerPIun. and changes shall tieapowbruwrltlry shall be brought end own of ploy immediate n. Any n of the rchitbehae owner and to the immediate atbnticn a the Architect, the owner and The Town ai GulNiream. 20 WATERING: Al Pant material shall be watered In at time of planting In accordance with 41. All Landscpe aress are to tie provided WM automatic eprknkler eyetem which will provide gat^ 100 %coverage and 100%overlap. Ali irrigation fittings d heed ...bons wish be purple pipe, Sch 40 PVC. 42. Trees In Levin area en b receive a 2d' diameter muklad sears el the peas a the trunk. 43. Rain senor Is moored end sting be no over spray on any walkways or Ndewatls. MULTI- TRUNK (2" cal. and under) AND SMALL TREE PLANTING DETAIL SHRUB PLANTING DETAIL standard .Very prep!. ki eos5 .Contractor .antcdce watering a plant materiel NNl a bstantial completion and as needed thereafter fora period of 2 months. 21. EXISTING MATERIAL: All stating malarial shall be lxmght to anent city code atanderda. as hedges be 44. CONapla must ml.n Tadscape, lmgalbm and tree removal permits. 45. Trees shall be Planted 4' from al underground utility lines. Wrlhan approved win be obtained from ell MOW mmpeaes fortha trees in the landoape easemen. to 'SET TRUNK F WR the TOP ROOT 0'-T ABOVE SURROUNDING FINISH O UNTIE BURLAP 113 FROM BASE GRADE. TRUNWBALL TRIM 113 FROM CROWN, WIRE BASKETS REMOVE avbthg must pxrenbecs as required 22. DRAINAGE EASEMENT: Written approval must be obleired from local water management Meld prior b plane within the drayage easement proposed prior build. permit and approval from the Town a GP/stream. 48. Landscaping M be dear T -B' of front and skies and 4' belting all Ike hydra., yp. 112 FROM TOP OF BALL AND ALL SYNTHETIC BURLAP TO BE REMOVED COMPLETELY TREE SUPPORTS TO BE REMOVED IN MONTHS FOR TREES AND 12 MONTHS FOR PALMS TOE WALL BRACE TO I!`r WOOD BATTEN RED FLAGGING TAPE ON BRACE 7 "WOOD BRACE 'x4 /!METAL STRAPS SECURING x4'5,2' BATTENS ..y7 (3 TOTAL) / MIN 5 LAYERS ERSBURLAP DRIPLINE 3" DEEP LAYER OF NO ENTRY S1611- APPROVED MULCH BACKFILL WITH PLANTING SOIL NO STOGACE NO DRIP LINE \ BARRICADE OF ORANGE 'TENSOR' SOIL BERM TO HOLD WATER 25,W WOOD STAKE ENCROACHMENT ? HIGH VISIBILITY MESH HIGH FENCE AT DRIP LINE FENCE SUPPORTS 4'-‘114' 2,4,12. FOOT PAD R FO SOFT SOIL COAD FOR SUCH AS SAND, BURIED FT. BELOW GRADE GRANULAR FILL MATERIAL OR EXISTING GRADE UNEXCAVATEO FOR SUPPORT -A BARRIER SHALL BE INSTALLED - THE BARRIER SHALL EXTEND - THE SOIL WITHIN T DRIN EQUIPMENT - CLEANING OF ANY EQUIPMENT SPACED 5' APART AROUND THE TREES IN ORDER TO PROTECT THEM DURING CONSTRUCTION TO THE DRIPLINE. Po E SHALL BE KEPT FREE OF BUILDING MATERIALS WITHIN THE PROTECTIVE BARRIER IS PROHIBTED OUTS ILIA$ VLAHOS NDSCAPE ARCHITECT ` TREE PRESERVATION BARRICADE FENCING DETAIL Q0 ! 1 'SET TRUNK FLAIR OR TOP ROOT O'.2 ABOVE SURROUNDING FINISH GRADE. UNTIE TRIM TRIM 1!3 FROM CROWN. WIRE BASKETS REMOVE FROM DROWN. BASE OF TRS REMO LA %6606677 LC /28000319 !••" QQ 1/2 FROM TOP OF BALL AND ALL SYNTHETIC BURLAP REMOVED COMPLETELY _ � REV. NO. DATE OOO�Q 1 k r f�yRv("yikgy�.�BE "V7f5 D � `PROTECT 11 f 8 al` jRR( /LVVV� � %• V ia1 I! 8. I TREE WITH 3M'0 DBL. STRAND NO.12 GALVANIZED r"y.•�1 /a U I E N 3 I r7� 1.r1/. ITILAGGING Isya1V�IJ11.11111 �I RUBBER H 9E Ii � 3" DEEP LAYER OF F RED FLAGGING TAP ON BRACE I� 0 APPROVED MULCH BACKFlLL WITH PLANTING SOIL SOIL BERM FOR WATERING BASIN B ARar (H£ MOTES aaM 2k4"X8-0' STAKE II -a11F-u�IL '11=:nr+1- III' II.II.� 1 .II. .II.II- FuamFs AmT6 STAKES TO BE 18. GRANULAR FILL kTA) "' > =• \ JOB BELOW PT IN EXISTING ,a=. SUBGMDE II=y`_•'I ' 111., i �--�1 EXIT OR II E%ISTINO GRADE 140TE5' sunshine state CALL i� DRAWN 6 tY' BALL UNEYCAVATED FOR SUPPORT 9' s. ALL Imes UAkOa ROLL RE 4,1004011 IRON aLL MY man. NOTES ONE � DATE: 09.06.21 'PLANTING HOLES TO BE 3 TIMES THE DIAMETER OF ROOT BALL 'TREE SUPPORTS TO BE REMOVED IN 6 MONTHS FOR a 11[ NSUu. n. Or RWT maws sou. SE rONtoeu m as ow aril ROM= M emY PRIOR 1d RAM.. Alt RmT BAR OWL WHD V 10 Maem ORME m¢ wad F.. NL aD Tlpm1E4 ay, ., NO Rep- a.m. a .m. o f f l o r i d a SCALE: 1...W -0e AT THE SURFACE AND 2 TIMES THE DIAMETER OF ROOT BALL TREES AND 12 MONTHS FOR PALMS AT THE BOTTOMDEPTH PER CITY REQUIREMENTS 1 yIm•esp !Rama SHALL E we Se oar. Amok. meouma arena[ =Nor in.T00T . IRDISL MUMS 5051 or al, Rats Know Call what's before y Call yoL SHEET No. SMALL TREE `AI' - moor p"a`a or ""`eaA�`I � `"Dn narell NSlAI•ddla \ /dig (2" cal. and under) PLANTING DETAIL TYPICAL TREE WITH ROOT BARRIER LD 1.1 TYPICAL TREE WITHOUT ROOT BARRIER LO 1.2 L P 2 TO‘ OF Gal TREA T•WM OF GULF 5Ti EARR SITE IAT TA LIE GROSS LOT AREA EFFECTIVE LOT AREA FAR CALCULATION 1ST FLOOR LIVING CEILING OVER 15' (DOUBLE) 2ND FLOOR LIVING 1ST FLOOR COVERED (PORCHES, OVERHANGS > 2 1/2") 2ND FLOOR COVERED AWNINGS > 3' AND SCREEN ENCLOSURE (AT 50%) GARAGE OUT BUILDING TOTAL FLOOR AREA - PROPOSED FIRST 20,000 x .33 OVER 20,000 x .20 TOTAL ALLOWABLE FAR PER MANUAL TOTAL HARDSCAPE AREA REQUIRED LANDSCAPE AREA (LOT SIZE x 40%) ACTUAL % LANDSCAPE AREA 16,560 SQ.FT. / 0.380 ACRES 16,560 SQ.FT. / 0.380 ACRES EXISTING 0 SQ.FT 0 SQ.FT 0 SQ.FT 0 SQ.FT 0 SQ.FT 0 SQ.FT 0 SQ.FT 0 SQ.FT 0 SQ.FT 5,464.8 SQ.FT 0 SQ.FT 2,847 SQ.FT 6,624 SQ.FT 7,790 SQ.FT DEMO 0 SQ.FT 0 SQ.FT 0 SQ.FT 0 SQ.FT 0 SQ.FT 0 SQ.FT 0 SQ.FT 0 SQ.FT 0 SQ.FT X:\DEPUTY SHARED\Forms\Bldg & Occ Reg Dept Forms\SITEDATA.DOC NEW 4,228 SQ.FT 0 SQ.FT 0 SQ.FT 674 SQ.FT 0 SQ.FT 0 SQ.FT 562 SQ.FT 0 SQ.FT 5,464 SQ.FT NET 4,228 SQ.FT 0 SQ.FT 0 SQ.FT 674 SQ.FT 0 SQ.FT 0 SQ.FT 562 SQ.FT 0 SQ.FT 5,464 SQ.FT 5,464.8 SQ.FT I OWN AV tJULr a I Kt#MVI PALM BEACH COUNTY, FLORIDA COMMISSIONERS SCOTT MORGAN, Mayor THOMAS M. STANLEY, Vice -Mayor PAUL A. LYONS, JR. JOAN K. ORTHWEIN DONNA 5. WHITE STATE OF FLORIDA COUNTY OF PALM BEACH TOWN OF GULF STREAM AFFIDAVIT Telephone (561) 276-5116 Fax (561) 737-0188 Town Manager GREGORY L. DUNHAM Town Clerk RITA L. TAYLOR BEFORE ME THIS DAY PERSONALLY APPEARED Ral L. C(x.LrG iI..p , WHO BEING DULY SWORN, DEPOSES AND SAYS THAT THE ACCOMPANYING LIST OF PROPERTY OWNERS, MAILING ADDRESSES AND LEGAL DESCRIPTIONS OF ALL PROPERTY (circle one): (1) within 25 feet, *(for N. Ocean Overlay, Demolition, Land Clearing, Signs and Site Plan Review (2) within 300 feet, *(for Variances or Appeals) (3) adjacent to *(for Special Exceptions) THE BELOW DESCRIBED 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: 1-6 tkne ? 0 1 ptci- triL (66 watt( FURTHER AFFIANT SAYETH NOT: to I, accoyytNi G SWORN AND SUBSCRIBED BEFORE ME THIS I DAY OF SCelevi t e( , 20 Zl **s:4 lr�so Nicole Rogenmoser Notary Public State of Florida Comm# HH 160850 Expires 9/27/2025 100 SEA ROAD, GULF STREAM, FLORIDA 33483 Property Owners within 300' of Lot 1 Bluewater Cove Parcel Number 20434604220000930 Site Address 2775 AVENUE AU SOLEIL Owner Name CHESTER C SNAVELY JR & THERESE PAGET SNAVELY Mailing 965 ORCHID LN Mailing City State & Zip GULF STREAM FL 33483 6117 Legal Description PLACE AU SOLEIL LT 93 & 4-46-43, SLY 70 FT OF SE 1/4 LYG N OF & ADJ TO LT 93 (LESS E 5 FT) IN OR31422P1497 Parcel Number 20434604220000920 Site Address 2765 AVENUE AU SOLEIL Owner Name CLAIRE E TRAINOR TRUST Mailing 2765 AVENUE AU SOLEIL Mailing City State & Zip DELRAY BEACH FL 33483 6133 Legal Description PLACE AU SOLEIL LT 92 & 4-46-43, S 70 FT OF N 100 FT OF ELY 120 FT OF WLY 392.58 FT OF SE 1/4 E OF SR 5 & W OF FIND CNL RAN Parcel Number 20434604220000910 Site Address 905 ORCHID LN Owner Name ROSE LOCASCIO Mailing 905 ORCHID LN Mailing City State & Zip DELRAY BEACH FL 33483 6117 Legal Description PLACE AU SOLEIL LT 91 Parcel Number 20434604000005080 Site Address 2900 AVENUE AU SOLEIL Owner Name HONEY BADGER HOLDINGS LLC Mailing 1730 S FEDERAL HWY Mailing City State & Zip DELRAY BEACH FL 33483 3309 Legal Description 4-46-43, PT OF N 100 FT OF SE 1/4 LYG W OF & ADJ TO ICW RAN IN OR32368P1409 SCALE: 1" = 50' 0' 50' 100' 150' LEGEND: E = GENT RL6E PRM = PER MAAENT REFERENCE AO'WNT (4x4" CITE M ACAEWT STAID 'ED 'PIA/ I Ri53) (ILESS STATED OTHERWISE P.CP. = NAH PER NT CONTROL PONT (N4LID DISK STAAFED ''Poo 353) [MESS STATED O71fRWISE PRPECO = RELIC RECORDS OF PALM BEACH COUNTY SECTION 4/46/43 = SECTION 4, TOWN4/P 46 SOU7F( RAACE 43 EAST GUE = GENERAL UTILITY EAS67,OJT LINE TABLE LINE NUMBER LENGTH BEARING L-1 33.75' N.00°03'46 E L-2 25.88' N.12°54'17 E. L-3 26.85' N.89°14 58"E. L-4 26.85' S89°14'58"W. L-5 25.88' S 12 54'17"W. L-6 103.65' SOD °03'46 "W. L-7 7758' N.00°03'46"E. L-8 85.30' N.12°5477"E. L-9 70.19' N.00°0346"E. L-10 0.67' N.16°4458'E. / / I / g "9 / / y y ao/4) iF'.3 3e U1/Q C 3. s W AREA / 8722'» 73 75220 / Q LMTS O PLAT 0\ / I � 3R PAGE PLAT z9 LA VENLE AU SOLEIL (PLAT IFFOgnEA F4) TRACT "A" PLACE AU SOLEIL ADDITION NO. 1 (RAT BOOR 3q PAGE 64) PLACE AU SOLEIL ADDITION NO. 2 BEING A REPLA T OF A PORTION OF THE NORTHEAST QUARTER (N.E.1/4) AND A REPLA T OF A PORTION OF THE SOUTHEAST QUARTER (SE.1/4) OF SECTION 4, TOWNSHIP 46 SOUTH, RANGE 43 EAST, TOWN OF GULF STREAM, PALM BEACH COUNTY, FLORIDA SHEET 2 OF 2 7145 AIS7RLAENT WAS PREPARED BY PALL D. ENCXE, PI TIE OFFICE OF OEEEN SURER & OEIREN PAC, 955 NW 17TH AVEM.E SURE K-( OELRAY BEACH( FLORDA 33445 (561) 276-4501 CURVE TABLE CURVE NUMBER CENTRAL ANGLE RADIUS ARC LENGTH CHORD BEARING C-1 00°33'04" 20.00' 0.19' N.00 20'17 E C-2 12°50'31" 109.00' 24.43' N.06°29'01E N.16°0827"W. C-3 58°05'28" 20.00' 20.28' C-4 79231'37" 50.00' 168.01' N.51°0438 E C-5 58°05'28" 20.00' 20.28' S61°42'18". C-6 58°0528" 20.00' 20.28' S60°12'14"W. C-7 39°50'14" 50.00' 34.76' S51°0438"'W. C-8 58°0528" 20.00' 20.28' S.415701"W. C-9 12°5037" 75.00' 16.81' S.06°29'01"W C-10 59°3138" 20.00' 20.78' N.59°29'09. C-11 299°0530" 53.00' 276.67' S00°4355E C-12 59°33'52" 20.00' 20.79' N.60°58'06""W. C-13 59°31'29" 53.00' 55.06' N.59°29'04"" C-14 79°06'17" 53.00' 73.17' 551°12'03"E C-15 21°45'05" 53.00' 20.12' 5004622E C-16 90°23'19" 53.00' 83.61' S55°17'50'"W. C-17 48°1920" 53.00' 44.70' N.55°2051W. C-18 105°49'42" 20.00' 36.94' N.53°31'40'E. C-19 71°1720" 83.12' 103.42' S.37°,36'22E. TRT N78°47721, (� ,,�� • �v/ E j AGia• ct EA SEVENT z' j LIAITS7.22' , OF nzF -LT TRACT "A" TRACT "C" I- 0 -___A.78.47.21,IY N - � /ACLU r r LA475 air 9248' 1 z OF PLAT TRACT N89°1458"E LGUE A" NOT PLATTED DETAIL 'A" Y2' UTILITY IASEAENT- (ORE 564 PACE 924 & SC`dl F r = 50' ORB 19.327, PAGE 1128) N O T PLATTED S89°14 58"W. nnn 701 NOTES - ALL BEAIBGS SHOWN IfREOV ARE RELATIVE TO 77f SOUTH UTE OF THE NORTHEAST QUARTER (NET/4) OF SECT7ON 4, TOW'S -I -P 46 SOUTH RANGE 43 EAST HA WC AN ASSUMED BEARNG OF N89°1458'E NOTICE THS PLAT, AS RECUR EU IN ITS GRAPHC FORM IS T7f OFFICIAL DEPICTION OF TIE SLHSL'IDED LAMS CESCRBD HERON AM WILL IN NO CRCLMSTANCES BE SUPPLANTED IN AUTHORITY BY ANY OTHER GR4PHC OR DOTAL FORM OF RE PLAT THERE MAYBE ADDITIONAL R'_STRICTIOLS THAT ARE MT RECORDED ON THS PLAT THAT MAY BE FOUND IN THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. 7TE TOWN OF GULF STREAM IS HEREBY GRANTED THE ROIT OF ACCESS FOR EMERGENCY AM MAINTENANCE PURPOSES 7745 INSTRUMENT WAS PREPARED BY PALL D. EINDLE, IN 7TE OFF7 E OF OW'd'EN 5URER & 08REN INC, 955 NW. 17TH A VEME SURE K -L D:LRAY BEACH FLORIDA 33445 (561) 275-4501 PRIMAAENT REFERENCE MOALMINTS ARE SHOWN THAR 0 THERE SHALL BE NO BtLD/NGS OR ANY FORD OF CONSTRUCTION PLACED ON WATER SEWER OR DRAINAGE EASEMENTS NO STRU;TLFES SHALL BE PLACED WI7HN A HORIZONTAL DISTANCE OF 10 FEET FROM ANY EX/STING OR PROPOSED TOWN OF GULF STREAM MANTAIED WATER SEWER OR O RAPA4GE FACEI77ES CONSTRUCTION OR LANDSCAPING UPON MAINTENANCE OR MAINTENANCE ACCESS EASEMENTS MUST BE PJ COIFORdANCE WITH ALL BALDING AM ZOPNG CODES AND/OR ORDINANCES OF RE TOWN OF GOLF STREAM i THERE SHALL BE NO TREES OR SHRUBS PLACED ON UTILITY £ASEAffNTS WHCH ARE PROVIDED FOR WATER AND SEWER USE OR LPON DRAINAGE EASEMENTS LAMSCAPING ON ANY OTHER UTILITY EASEMENTS SHALL BE ALLOWED OLY AFTER COVSt7NT OF ALL UT7UTY COLPANES OCCUPYING SANE INSTRLMENTS OF RECORD AS SHOWN HEREON ARE RECORDED IN THE P.ETUC RECORDS OF PALM BEACON COUNTY, FLORIDA (11655 STATED OTHRWISE SET PRA( 50IXT WEST= 5000' / M at PR ICI" 138.00' 138.00' 138.00' •�••••• - 138.00' 13800' 156.00' 22766' 127.13' UMTS O` TEAT - LMTS OF PLAT $ TRACT "B" I AREA=24,973so. FT. OA t LOT 1 o� OP LOT 2 oN oP LOT 3 oN Oo LOT 4 O$ OQ O LOT 5 AREA = 1.560 SQ FT. O O E LOT 6 AR A = 17,375 S0. FT. o0 ¢og Z LOT 7 AREA = 25530 sa FT. �~ � o O 61 AREA = 6,560 5O FT. N P AREA = 18560 S0. FT. N o AREA = 5560 SQ. FT. N o AREA = 5560 SQ. FT. Nz �'z C-13 - 03 N o z z z z C-14 h KY GUE NI - (17 L-3 -- -- . 138. --- 93.09' C-10 C-11 - 148.78' 1 Ak � 138.00' U-✓- ___ TRACT "A 'i _ 513228 N89^ws6'1=-_ _ P.C,P. AAD -RADIUS POINT L-4 13800' C-6 C-7 I L7Ex TFTAL "Al C-8 rope LOT 14 TRACT C 138.00' •, h gQ LOT 13 AREA = AREA = 5560 5G FT. N o AREA = 5560 SO FT. 9426 SO. FT. "'z C9 i- LMTS CE PLAT 924871- 1 138.00' 138.00' 138.00' 138.00' GUE UTILITY EASEMENT L 17 UTILITY EASEAET/T (ORE 5154 PAGE 924 & ORE 6327, PAGE 1128) 1 8.41j'N.89°14 588 (ORE 6327 (( 128) - - C3 Q LTCU7$ITY EASO,ENT (ORB CS `41.) 516a ORB 69, PACE PAGE 1932 I) Oo NOT PLATTED (NOT INCLUDED) LMTS OF PLAT WIRY EASEAE)NT (ORB 5764 PAGE 1932 & ORB 562 PAGE 6I) BLUEWATER 809.91' N89'I4S8'E 138.00' 94 N89°HSBk T R A CT A -_-_--_ 17 UIIJTY EASD.ENT (ORE 6327, PACT 1128) LOT 93 -1 PLACE AU SOLEIL (PLAT BOOK 27, PACE 69) 5.00' N89°14'58'E W. LAID CE RACE AU SYYEL (RAT ECXX 27, PACE 69) P vain ,AYAENT LRAT RV(PJ, PA. PI PLACE AU SOLEIL L 0 T 9 2 (FLAT BOOR 27, PACE 69) NOT PLATTED LOT 91 PLACE AU SOLEIL (RAT BOO'( 2Z PACE 69) LOT 12 AREA = 5560 SQ. FT NS LOT 11 AREA = 5560 SQ. FT. NOT PLATTED (NOT INCLLDED) AREA = 44406 sa FT LGUE. C-17 LOT 9 AREA = 16,502 S0. FT. LOT 10 AFEA = 5560 50. FT. -12 -1-Pc-P. CENTER OF CIL-LLB-SAC ON o P Lri co TRACT '17" 59 C-16 LOT 8 AREA = 22,456 SQ. FT. rLAITS OF FLAT 138.00' 1 145.67 180.11' - - 12' UNITY EASE LINT (ORE 5164 PACE 1924 & ORB 16327, PACE 1128) SOUTH LIE OF NE7 4 OF SECTION 4/4643 144.55' S89'1458"W. 12' UIGTY EASEIEA7T (ORB 5159 PAGE 532 & ORB 5169 PACE 61) LOT 90 LOT 89 LOT 88 1 -LOT 87 (RAT BOGY( 27, PAGE 69) (RAT BOOK 27, PACE 69) (PLAT BOOK 27, PACE 69) (11,4T BOGY( 27, PALE' 69) (R.AT BOOK 27, PAGE 69) LOT 86 PLACE AU SOLEIL PLACE AU SOLEIL PLACE AU SOLEIL PLACE AU Sala I PLACE AU SQL/ -IL SET PRM Saw WEST NOT PLATTED \ r 12' UTLRY FASEAENf N. �_ - I CORE 6327, PAGE 1128) N Ti. WIRY EASE.AT (RAT Nut 2Z PALE ®) LOT 85 PLACE AU SOLEIL (RAT BOCK 27, PAGE 69) ro N RESOLUTION 011-7 A RESOLUTION OF THE TOWN COMMISSION OF THE TOWN OF GULF STREAM, FLORIDA, WHICH SUPERSEDES RESOLUTION 001-2, ESTABLISHING FEES FOR THE PROCESSING OF APPLICATIONS FOR DEVELOPMENT APPROVAL; PROVIDING FOR THE RECOVERY OF DIRECT COSTS ASSOCIATED WITH THE PROCESSING OF SAID APPLICATIONS, PROVIDING FOR A WAIVER OF SUCH FEES AND EXPENSES; PROVIDING AN EFFECTIVE DATE; AND FOR OTHER PURPOSES. WHEREAS, the Town of Gulf Stream Zoning Code requires applications be submitted for various land development proposals and provides for the processing, review and final disposition of such applications; and WHEREAS, the Town staff is required to expend time performing certain duties in processing applications for development approval; and WHEREAS, the Town may incur additional direct materials and professional review expense in processing applications for development approval; and WHEREAS, the Town Commission believes those submitting applications for development approval should share in the costs of processing such applications; and WHEREAS, the Town periodically revises its fee schedules to more accurately reflect the cost of processing applications. NOW, THEREFORE, BE IT RESOLVED BY THE TOWN COMMISSION OF THE TOWN OF GULF STREAM, FLORIDA THAT: Section 1. Application Fees: The following fees are hereby established for applications for development approval as necessary to partially off -set the costs of Town staff time and related overhead expenses: Application Fee Comprehensive Plan Text Amendment Future Land Use Map Amendment Zoning Code Text Amendment Official Zoning Map Amendment (Rezoning) Development Agreement Annexation/Contraction (Voluntary) Variance Subdivision Lot Line Amendment - Special exception Appeal Rezoning Architectural/Site Plan Architectural/Site Plan Architectural/Site Plan Site Plan Revision Review Mailing Costs for Notification Land Clearing Plan Review North Ocean Boulevard Landscape Disturbance Permit Sign Review Developments of Regional Impact subject to review under the provisions of the Intergovernmental Coordination Element of the Comprehensive Plan Review $1500.00 $1500.00 $1500.00 $1500.00 $ 300.00 $ 300.00 $ 500.00 $1500.00 Between 2 Existing Lots $ 250.00 $ 400.00 $ 400.00 $1500.00 Review, Level 3 $1500.00 Review, Level 2 $1000.00 Review. Level 1 $ 0.00 $ 500.00 (Per Mailing) $ 15.00 $ 50.00 $ 200.00 or otherwise *$650.00 if sent to Design Consultant for ful plus plus plus plus plus plus plus for advertising advertising advertising advertising advertising advertising $500.00 each lot Incl. Design Incl. Design Review Review* $200.00 (All recoverable direct expenses plus staff time to be charged at rates set by the Town Commission at the time the applica- tion is submitted.) 1 review. TOWN OF (aULF STREAM PALM BEACH COUNTY, FLORIDA COMMISSIONERS SCOTT MORGAN, Mayor THOMAS M. STANLEY, Vice -Mayor PAUL A. LYONS, JR. JOAN K. ORTHWEIN DONNA S. WHITE STATE OF FLORIDA COUNTY OF PALM BEACH ) TOWN OF GULF STREAM ) AGENT AFFIDAVIT IVl A BEFORE ME THIS DAY PERSONALLY APPEARED (Owner) , WHO BEING DULY SWORN, DEPOSES AND SAYS: Telephone (561) 276-5116 Fax (561) 737-0188 Town Manager GREGORY L. DUNHAM Town Clerk RITA L. TAYLOR 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: AGENT'S(S) NAME: COMPANY OR FIRM NAME: AGENT'S ADDRESS: AGENT'S PHONE: FURTHER AFFIANT SAYETH NOT. (Owner Signature) SWORN AND SUBSCRIBED BEFORE ME THIS DAY OF , 20_ (NOTARY PUBLIC) 100 SEA ROAD, GULF STREAM, FLORIDA 33483 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, SEPTEMBER 23, 2021 AT 8:30 A.M. and the Town Commission will hold a Public Hearing on FRIDAY, OCTOBER 8, 2021 AT 9:00 A.M., both in the William F. Koch, Jr. Commission Chambers of the Town Hall, 100 Sea Road, Gulf Stream, Florida, at which the following will be considered: A development application submitted by the owner, Bluewater Cove Gulf Stream, LLC, owners of Lot 1 in Place Au Soleil Addition No. 2 for the following: LEVEL 3 ARCHITECTURAL/SITE PLAN REVIEW to permit construction of a 5,464 sq. ft. Gulf Stream Bermuda, one story, single family dwelling with a two 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: September 10, 2021. TOWN OF GULF STREAM Rita L. Taylor/ Town Clerk WINDOW CALCULATIONS TOTAL WINDOW OPENING AREA: TOTAL WALL AREA: TOTAL: TOTAL ALLOWABLE: 201 S.F. 1.027 S.F. 20% 40%. MODEL lA BLUEWATER COVE LOT 1 COURCHENE DEVELOPMENT 09/16/2021 A F N I T I architects BORAL SAXONY 900 SLA I SLATE WITH BLACK ANTIQUE BENJAMINI MOOR HORIZON OC-53 BENJAMIN MOORE PURE WHITE OC-65 BENJAMIN MOORE NF. BURYPORT BLUE HC -155 BELGARD OCEANSIDE GREY PAYERS WINDOW TRIM WHITE USA MARBLE OCEAN BLUE SANDBIASTED PAVERS OC-53 OC-64 OC-53 al L QJ - OC-64 i HC -155 m 0 0. C) d HC -155 21097 2021