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APP 011~08 (Large Plan In File)
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 May 15, 2011 Mr. & Mrs. Martin Brown 555 Pelican Lane Gulf Stream, FL 33483 Dear Mr. & Mrs. Brown: Telephone (561) 276 -5116 Fax (561) 737 -0188 Town Manager WILLIAM H. THRASHER Town Clerk RITA LTAYLOR This is to confirm that at the Public Hearing held by the Town Commission on May 13, 2011, your application for a Level 3 Architectural /Site Plan Review to permit the addition of a 2 -story Guest House and one story garage, both Gulf Stream Bermuda style, at #2 Driftwood Landing was considered. The garage -and driveway were deleted at the request of the Agent and the two -story guest house construction was approved with the condition that-the electric service be buried if they are not already. This approval shall expire Application, including the been applied for. Very truly yours, Pita L. T ylor� Town Clerk on May 13, 2012 if a Building Permit aforementioned improvements, has not cc: Bridges & Marsh & Associates 100 SEA ROAD, GULF STREAM, FLORIDA 33483 TOWN OF GULF STREAM ARCHITECTURAL REVIEW AND PLANNING REPORT Application #: 011 -08 Owner: M/M Martin Brown Address: 8 Driftwood Landing Agent: Bridges, Marsh & Associates, Inc. Proposed Improvement: Construct a two -story guest house and a one -story consistent with the existing Gulf Stream Bermuda home. Approvals Requested: Level III Architectural /Site Plan To permit the construction of a two -story guest house consisting of 1,225 SF and a one -story garage consisting of 469 SF, the style being consistent with the existing one -story Gulf Stream Bermuda home. There will be a new driveway cut off Driftwood Landing to access the new garage. Gross Lot size: 27,668 SF Effective Lot Area: 21,183 SF Permitted Floor Area: 6,836 SF Proposed Total Floor Area: 3,684 Zoning District: RS -N /S Proposed Height: 27.4' (30' Allowed) Finished Floor Elevation: 7.5' Adjacent Residences Styles: GS Bermuda Considered During Review: Section 70 -51 Minor Accessory Structures Section 70 -74 Setbacks Section 70 -75 Special exception setbacks. Section 70 -99 Roof design, slope and materials. Section 70 -100 Roof and Eave Heights Section 70 -101 Windows. Section 70 -107 Additions and rehabilitations and replacement of existing features Section 70 -238 Roofs (District Standards: Gulf Stream - Bermuda Std Architectural Review and Planning Board ARPB File #011 -08 ARPB: April 28,2011; TC: May 13, 2011 Page 2 Staff Recommendation: Level IIIArchitectural /Site Plan Motion to Recommend Approval of Level III Architectural/ Site Plan based on a finding that the proposed two -story guest house consisting of 1,225 SF, a one -story garage consisting of 469 SF, the style being consistent with the existing one -story Gulf Stream Bermuda home and the new driveway cut off Driftwood Landing to access the new garage meet the minimum intent of the Design Manual and applicable review standards with the following conditions: 1. Prior to final approval the proposed site plan shall be provided to the Driftwood Landings Home Owners Association for their review and comments. 2. Electric Service line(s) shall be buried if they are not already. ARPB Date: April 28, 2011 Action: Level III Architectural/ Site Plan: Recommend approval as requested w /conditions 1 &2 (5 -0) TC Date: May 13, 2011 Action: Level III Architectural /Site Plan: Approved the 2 -story guest house - deleted garage & driveway at applicants request w /condition that Electric lines shall be buried if they are not already. (4 -0) TOWN OF GULF STREAM APPLICATION FOR DEVELOPMENT APPROVAL ®R{ECE1Vk'D• MAR 16 2011 Tctirm of Gulf Stream, FL This form is to be used for all development review applications to be heard by the Town of Gulf Stream Architectural Review and Planning Board, Board of Adjustment. and/or Town Conunission. 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 property will delay its consideration. ARPB File # '` PART Il. GENERAL INFORMATION To be completed by all applicants. A Project Information IA1. Project/OwnerName: Mr. & Mrs. Martin Brown IA2. Project Address #2 Driftwood Landing, Gulf Stream IA3. Project Property Legal Description- Lot #8, Driftwood Landing, according to the Plat thereof, as recorded in Plat Book 30 Pages 231 & 232, ot the Public Records of Palm Beach County. I.A.4. Project Description (describe in detail, including # of stories, etc.) Addition of a 2 -car garage and two story Guest House I.A.5. Square Footage of New Structure or Addition: Architectural Style: Cu i f Stream Bermuda 1.A-6. Check all that apply: )U�Architectural/Site Plan Review ❑ Land Clearing O North Ocean Boulevard Overlay (complete section B) ❑ Demolition of Structures O Non - residential uses ❑ Variance (complete section G) ❑ Special Exception (complete section F) 1A7. (a) Proposed F.F.E.: 7. 5'- Type of Foundation: Stem wall B. Owner Information I.B.1. Owner Address: 555 Pelican Lane Gulf Stream 1.62. Owner Phone Number: 561-742-5369 Fax: I. B.3. Owner C. Agent Information // I.C.1. Agent Name and Firm Name: Bridges, Marsh & Associates, Inc. I.C.2. Agent Address: 18 Via, Mizner„ Palm Beach, FL 33480 I.C.3. Agent Phone Number: (o 1.C.4. Agent Signature: Pre -App D: App Date: Com Date: Decision: 1 k32.1533 icial Use Only Date: TC Date: Fax 561 .832.1520 t-yp icauon Tor ueveiopment Approval Form ADA.2000 revised 6113100 page 2 I M Tbrrn doff Streern ft PMT IL PICT DELI MN AMA tACAT>011 a' 004 slow, FL Tote r- m - VA bed by a/ appkbartb add ias Offikaflan C M- *rertcs NAM TMO SfafL Pbase be eon rho but briee Mch aMftW sbeetr C* nfien neoeasary and be sris b he I Va. OFF xaprfaba and c+orrVl11 A q"MftWMMbW ft ew*nwonee. A. PrgjsetD@@M%Mooasd.las6 Cdbn NMI. In vAW 1, 1 g debi Ieft prCjec l sftbcWW? Fringe M A2 Isthe p ojectaompalbbwlb the - IN l dthezer" 1 9 -? X Yas No P ;- - r The scale and proposed deveRnment comnlie� vi h a I I cflZZ ent zoning ordinances mik.& is the project oa ertt vft the Futi a Land Use NtW and go@K object,ea and pa&*n of the Phu? Z Yes No POd x The proposed addition is residential gtinQtp fA,nii4t and meets criteria of future land na / CO VZ:Ob ►n4i va pi min IIIAAL How ars - go, and ag en bths p opergb be prodded? New driveway ent O f nri ftyr knA T nnAi nq MASL How ar fw ftiorrI dMee betnp prvrided btAe papatyt a Sacra wdwD=*gp on site b. Sreftyftrrar septic G Peaftsalw city d OdgWMVMW city r- 06 EIKM*ft t Wephone RMI I crMrt- , ¢ am Z/a R CabbTdWAdM --Cc= .et IAA& IF the project 0 wdves the P Ilon of an or more sttvc re% plea's 111. 9 e how the strschires are c1 n4111 err1 wlb the crf m I- b SKSm 66-144 or ft Tom d Off Sbe Code. (Anach addMond a@RIJN ) The design of the proposed new accessory structure is compatible in style with the existing residence using similar materials and architectural elements. Sbcltan A is b be compbfed by aff app0 1 aftro, n pokoft eor/brseos ntl+ Tarn sbd Ansrr wft "'VW any QrwalJon h SKffw A eegrte ft dAddM= ISstdse ass irdcafed A. Addt!! and IVA1_ Does the project brrd land are %thin C! r tbd M) at t to A1AQlorth Ooean Smfevard) rt al��wyt Yee XjNo (tf'Yer. SKft=BdlNspertmustbeearqpefed.) IVA2 Does ba project kndtvethsderr dMm dcrrarmas sstuct mm? Yes No X% (lf'Yl�d. Sse,�anCombpa�tmeetDeconpeleda IVA3- Does the p 4, 2ljnolreIve d e i I q wUnIip lorry po fion of an aodstfnp vacs* lot ar more then �bP is )dthelatdeceg "cfa dvodapedlot? Yes XXb (I -fOe. SaaQon O dt h petmmdbecarpieb Q IVAA. Dm the project tegA M IFF v- of a ftem EMOPOM? Yes appo ("W. IVA & Who; 11A I WM arty rspfe0ors eonlai<ted in 1hsZoninp Gods? Yes' xtft (1f .SectionGdthkpeRmmdDecwvftf * wPPic:e0aa I rOwoiopeerertwpp FamADA.I Pape 3 Fibnt y2DM + T6`_vn of Gulf Stream a R E C E IV E MAR 16 2011 B. Projects Requiring North Ocean Boulevard Overlay Permit To%un of Gulf S+rearn, FL IV.B.1. What significant landscape features or architectural features are to be disturbed or added and to what extent? N/A IV.B.2. Describe the need and justification for the disturbance/addition: IV.6.3. Will the disturbance/addition destroy or seriously impair visual relationships among buildings, landscape features and open space, or introduce incompatible landscape features or plant material that destroys or impairs significant views or vistas within the North Ocean Boulevard Overlay District? Yes No Explain: IV.B.4. How is the design consistent with the A1A Landscape Enhancement Project? IV.B.5. What mitigation is proposed so that the disturbanceladdition has the least impact possible to the visual and aesthetic quality of the North Ocean Boulevard Overlay District: C. Projects Requiring a Demolition Permit IV.C.1. When are the existing structures to be demolished? IV.C.2. When are the proposed structures to be constructed? N/A IV.C.3. What is the landmark status of the structures to be demolished? D. Projects Requiring a Land Clearing Permit IV.D.1. Describe those vegetative materials of 8 inches in diameter and greater to be North Ocean Boulevard Overlay District IV.D.2. Describe the need and justification for the removal/relocation: IV.D.3. How is the removal from the project site of vegetation to be mitigated: IV.D.4. How are the remaining and relocated vegetative materials to be protected and preserved during the land clearing and constriction activities and thereafter? IV.D.5. What replacement materials are proposed? Application for Development Approval, Form ADA -32000 Page 4 February 2002 F .� 1 k.; ... ��, �� ��. �� : . ��' _ . . . ��. ��. ; ��. - $ ��. : ' s + ' N _ ��� ��- - . k ' $ ��i 7 ����, - � ��. . . ` r . ��. ' , p A " m s s . 5 . ' ��l ' v R + 1 . w �� �� M i , , �� ���� 11 r got= MR- , W�A WWI .4 lip, 'i 4 Y 'i © COPYRIGHT 2011 OWMEN, SMER k O'BRIEN, INC. APPROVED SET MAY Ii 3 2011 GULF STREAM, EAM, FL *RECEIVC -Do b MAR 16 2011 Tc!11n of Gulf Stream, Ft LECErD F = QEVTERLIAE COG, = COt CRETE I.R. = 518" RON ROD WITH CAP AB J5J ND. = NAIL & DV-9( AB J53 +4.50 = ELEVATION BASED ON NATIONAL 6EODE77C VERTICAL DATLM 1929. SOURCE- FLORIDA GEOLOOYCAL SLRVEY BEACH MARK FLOOD ZO1E.A5 (EL 7) WM - WATER METER DESCRPT70N.• LOT 8, DRIFTWOOD LAIDIAC, ACCORDING TO Tl E PLAT TI EREOF� AS RECORDED MI PLAT BOOK 30, PAGES 231 AAD 232, OF 71f PLBLTC RECORDS OF PALM BEACH COUJTY, FLORIDA. MAP OF BOUNDARY SURREY I hEREBY CERTIFY THAT T14S StRVEY WAS MADE LWER MY RE50WSI&E aIARGE - AAO MEETS M ABM" TECNVCAL STAAOAROS AS SET FORM BY TIE FLORVA BOARD OF PROFESSIONAL SURVEYORS AM MAPPERS AN CHAPTER 5J. -17, FLCRJOA' ADMINSTRATIVE CODE. PURSUANT TO SECTION 472.027, FLORIDA STATUTES. PAUL D. ENGIW NOT VALID wlTHouT Tw s70NATLRE AAV SURVEYOR & MAPPER #5708 771E CMG1NAL RAISED SEAL OF A FLORIDA LrENSFD SURVEYOR AND MAPPER. O'BRIEN, SUI TER & O'BR /EN, INC. LAND SURVEYORS CERTIFICATE OF AUTHORIZATION LB35J SURVEYOR AND MAPPER IN RESPONSIBLE CHA Gf. PAUL 0. ENGLE 955 N.W. 17TH AVENUE, SUITE K -1, DELRAY BEACH, FLORIDA J3445 (561) 276 -4501 7J2 -J279 FAX 176 -2390 DATE OF SURVEY SCALE FEBRUARY J, 2011 T"= 20' fiRD BORN PAGE Ill ORDER M7. 0218 61 92 -163db / \--------------------------- / / DRIFTWOOD LANDING - -- -- -- -- -- - -- 180.25' - -- - -_ I) 1 II 1 1 I _\ I \ I � I � l \ I of0 7AICH ____ ______ ____ ______ __ ----------------- ------ / 24• NYLGRASI DRAIN / b / JC HDPE EXISTING ONE STORY RESIDENCE TO REMAIN - F.F.E. -= 6.80:: N:G V..O. C- RECEIVFED* MAR 16 2011 Town of Gulf StreQm, Fl, I , p __ ___ ______________ �RD1DRAIN BROWNR CE 2 LAMING DRIPFP'OOD LANDING AOAD GULFSTREAK FLORODA STORMWATER MANAGEMENT CALCULATIONS I f ' SITE PLAN DATA Total Lot Area - 21,183 sq.8. e (1 Bann #1 Am - 2,512,q & s El- #1 Inyaviom Area (building, drive. weDtw.y., mrursal - 1,167 aq.d z Pervio Arta - 1,345 sq.d x Z Bari. #2 Arta - 2155 sq.d s Bar® #2 lmpecvio.a A- m (building, chive, waRweys, ttxnceq - 737 sq.d r r } P-n.. Ara - 1,518.q.& x `r 1! BASIN #1 ESTIMATED RUNOFF VOLUME. Impetuous R—ff Voh—. _ V. 1,167 aq d x I M2 in. - 98 -IL CD CD 0.4" x Ls R5 sq.& x .me: � p 0.4" x 1y/5 aq.d x I flJ12 in. - 45 ead Total Volute to be Retained - 143 coal BASIN #'2 ESTIMATED RUNOFF VOLUME Impervious R—ff V I—. 1". 737 rq.IL x 1 W l2 iu - 62 cud Pervtoua Rmr.R V.1- 0.4" x 1,518 sq.d x I ft./12 iu - 51 c..d Total Volume to be Emitted - 113 ad E FILTRATION TRENCH CALCULATIONS (SFWMD ANALYSIS) L +VIl,TRATION TI4ENCII #1 4 - 10 R WM 6' PERF. ADS N-12 PPE 4 R K "Hyd..k Coadoet -,y - 0.0005 ch/sq.d per d ofhead 70P OF 1FDICH 00 1101) - 2,00 ft DU- No.Saheated Tteoch Depth - 200A A mm - 1.00 ft IAN. 01- 6��Y PROPOSED Da i x 11111111 H' Y //% • / °t • TREE : ASIN #2 C- RECEIVFED* MAR 16 2011 Town of Gulf StreQm, Fl, I , p __ ___ ______________ �RD1DRAIN BROWNR CE 2 LAMING DRIPFP'OOD LANDING AOAD GULFSTREAK FLORODA STORMWATER MANAGEMENT CALCULATIONS I f ' SITE PLAN DATA Total Lot Area - 21,183 sq.8. e (1 Bann #1 Am - 2,512,q & s El- #1 Inyaviom Area (building, drive. weDtw.y., mrursal - 1,167 aq.d z Pervio Arta - 1,345 sq.d x Z Bari. #2 Arta - 2155 sq.d s Bar® #2 lmpecvio.a A- m (building, chive, waRweys, ttxnceq - 737 sq.d r r } P-n.. Ara - 1,518.q.& x `r 1! BASIN #1 ESTIMATED RUNOFF VOLUME. Impetuous R—ff Voh—. _ V. 1,167 aq d x I M2 in. - 98 -IL CD CD 0.4" x Ls R5 sq.& x .me: � p 0.4" x 1y/5 aq.d x I flJ12 in. - 45 ead Total Volute to be Retained - 143 coal BASIN #'2 ESTIMATED RUNOFF VOLUME Impervious R—ff V I—. 1". 737 rq.IL x 1 W l2 iu - 62 cud Pervtoua Rmr.R V.1- 0.4" x 1,518 sq.d x I ft./12 iu - 51 c..d Total Volume to be Emitted - 113 ad E FILTRATION TRENCH CALCULATIONS (SFWMD ANALYSIS) L +VIl,TRATION TI4ENCII #1 L - Total Lengt ofTtench Povidd - 10 R W -Teach Width 4 R K "Hyd..k Coadoet -,y - 0.0005 ch/sq.d per d ofhead Flt - Depth to Water Table - 2,00 ft DU- No.Saheated Tteoch Depth - 200A DS- Sahmdcd Trench Depth - 1.00 ft V- Voh.ne Treated - 331 cud IXFILTRATION TRENCH #2 L- ToWLeogt ofTreoeb Pmvided - 100 ft W- Treneb Wirth - 4 f K- HYdreubc Conductivity - 0.0005 cBJs%fL pQ dofhod H2- Deptbm Water T.W - 2.00 ft DU-N —o an.atd Teneh Dept - 2. ft DS- Sa.aald T—h Dept - 1.00 ft V - Volume Treated - 331 cud N —0 GRAPHIC SCALE CONCEPTUAL GRADING/DRAINAGE PL (INS) 1 l.oh - 10 fL 48 HOURS BEFORE DIGGING CALL TOLL FREE 1- 800 - 432 -4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. IT 15 TEE CONTRACTORS ReP"154LITY TO NOTIFY ALL EXIsni c UTIUTIEs FOR HELD LOCATION OF U DERGROM UflunEs PR1OR TO ANY Ca6TRUCfION ACTIVITIES. -0 LOCATION MAP N.T.S. APPROVED SET MAY 13 2011 OF GULF STR AR EAM4 Fltr LEGEND E7050NC EIEVARONS PER DIRIEN, SUIM AND 011IRM FLOW DOW1011 ■ AREA DRAIN 2e NYLORAST DRAIN BASIN W/WHE TRAFFIC BEARING TRDO DRAIN SM DRARIAM PIPE BRIDGES MA k ASSOCIATES, Right'. V1■ III — Pa. Baaeb. FI.A" 3" Phone: (661) 7a7 1678 Pax: (661) 677 IBM AOOITON5 /RENJVATIJN TJ BROWN RESIDENCE cacr sTTteAU, r1DT�s NO1C z 7 Zoq kl�a � ,OAf"Q a^ '91m Ce,uf ted Authorto.m'5691 4047 Okeeclnbce Blvd_ Su.e 222 10 1 "= ' -0" West Palm Baa It FL 311119 1U Pte W811471 -98W Fx L56111713015 wu�Eaa. ear NITS o o5 /B1 /u ° nn U C1 Doug W G. wiener Fl.ula P.E 'J QSTTE z -0 LOCATION MAP N.T.S. APPROVED SET MAY 13 2011 OF GULF STR AR EAM4 Fltr LEGEND E7050NC EIEVARONS PER DIRIEN, SUIM AND 011IRM FLOW DOW1011 ■ AREA DRAIN 2e NYLORAST DRAIN BASIN W/WHE TRAFFIC BEARING TRDO DRAIN SM DRARIAM PIPE BRIDGES MA k ASSOCIATES, Right'. V1■ III — Pa. Baaeb. FI.A" 3" Phone: (661) 7a7 1678 Pax: (661) 677 IBM AOOITON5 /RENJVATIJN TJ BROWN RESIDENCE cacr sTTteAU, r1DT�s NO1C z 7 Zoq kl�a � ,OAf"Q a^ '91m Ce,uf ted Authorto.m'5691 4047 Okeeclnbce Blvd_ Su.e 222 10 1 "= ' -0" West Palm Baa It FL 311119 1U Pte W811471 -98W Fx L56111713015 wu�Eaa. ear NITS o o5 /B1 /u ° nn U C1 Doug W G. wiener Fl.ula P.E 'J GENERAL SPECIFTCATIONSRIITES L The contractor shalt check all drawings furnished (sedately upon their receipt and shall promptly notify the engineer, Day Winter Companies, Ire. In writing of omy dsarep —les. Anything shown on the drawings and not mentioned M the speeFlClttans o• condoned N the specflcatlons and not shorn on the drawings, shall be of We effect as If shown or mentioned In both, z Figure narked on dro i gs shad, In general, be followed In preference to stale wrenents. Large .-Le dra.mgs shall lm general, govern snail scale drowintp The contractor shall compare all rknwbec and verify the ogres before Laying out the work and will be responsible fa' arty errors w/idh might have been avoided thereby. When dln —don. w the klrasww are affected by the type of rquiprent selected the contractor shall adjust such dmenHens as .-dVd— any require. 3. If the contractor, In the course of the work, finds any discrepancy between the drawings and the physicat com" Ho s IF the 1 -11ty, or any error or .Issloms In the drawings or In the layout as glum by points and Instructions, ar duovers unforeseen underground ar nbwegroa'd condflors or any other urxpeeted conditions regltrkg atldtbml work by the contractor, It shall be his duty to immediately Inform the engineer, In wriMp, and the engineer shall pronpttY check the [curacy of the Informaton Any work dare (ter such discovery, until any necessary changes ore outhoro,ft. will be done at the contractor's rick. 4. If any part of the contractor's work depends, far proper execution or results, upon the work of any other contractor, the contractor shall Inspect and nonsune work already In place and shall at once report to the engineer any ds r pander between the executed work and the drawings. S The a gi eer W his authorlmd representat" shall have free access to the work of the contract- at any time For purpose of inspection. The cmtroctar shall fetish the facAtez to determine, nil best a samblY be done, the mature and quality of the work performed Such —IS a of the contractor shall, If necessary, Include the uncovering, testing or =.I of portion of finished work. G Debris Removal, AS debris shall be removed from the area and legally disposed Debris my be burned upon obtaining proper burning permit but any unburned renco s are to be dsposed of as directed by the owner or his representatives. 7. The contractor stall be responsible for protecting all buildings, structures, and utilities that are underground, above grmnd, or an the surface against construction operations that may be hazardous to said facAltles and shall hold Inc! cave the owner harmless against all calms of 0IM99. The contractor shall, by repaP or replacement, rwtwn to equal or better corditfon, all povenmt, sidewalk. Ware. u=s, and other Items damaged by this costrucifm activity. IL The contractor shall be responsible for obtaining all requInetl tests and stall submit reports by an Independent testing laboratory approvetl by the engineer. Should any tests fail to meet spedfl miles as riom herein, the contractor shall at his expense corect all defident work and submit lob -1owp y test results showing compliance with these speeFlcatl m 9. AU work shall be performed In a work— lid enamor nrol shalt rn confa with all applicable City, Canty, State and Federal reg tatian and/or Codes. The contractor stall obtain all pernits and Ucees required to begun work. 16 The contnok: tar Shall visually ex-A a the construction site to determine the anent of clearing and existing facJUtlec to be reply d, d ard/- relocated mch my be required lm or order to complete the k. 1L The contractor shalt give the engineer 4B hors notice pNO• to requesting required Inspections and shall supply all w;Zent necessary to properly tsst and Inspect the completed work. 12 The contractor shall garnntee It work and notwrbls for a period of one year from the date of project acceptance, during wMCh all faulty construction and/or terlaLS shall be corrected at the contractor's expense. 13. All work shall be accomplished In a safe and woYaani &e amen. The contraC shall coyly with all applicable laws and - Watons of any public and/or "Its body having juisdktbn far the safety If person or property or to protect then From do-ge, In ltry m laws, and shall erect and maintain all necessary safeguards far such safety and protection TM responsibility for project safety rests solely and spedfieally with the contractor. Tom of Pain Beach and Sher employees and agents are specifically Indemnified and held harmless Fran any actions of the contractor relating to the safety ilroceoures Implemented during construction and from any claims brought by arty person regarding safety, personal Iny-y or property danngr. 14. MINIMUM CONSTRUCTION INSPECTT13N CHECKPOINTS A. Prior to any major deviation from the approved plam. IL Prior to backfIlU g of any trenches containlmg hydrroWo cwd its, so that Jointing my br mutuoliy approved C. Upon conpletbn of subgrode compactbl& A At the tine of ded—y of base nnterial. E Upan completion of the base and prior to prinihp F. Immediately prior to and upon the fist and se cond ono�em cBrtw c G. Upon applications of auc1cm A final kwpec bn will be made with project representative. it 24 Hour notice before Inspection Is needed 15. Al unsuitable material such as muck, marl, and debris shall be remved from the lindts of construction and legally disposed At the engineer's direction, muck my be stoclgsiwd on the site at deslgnated locntons for use In Lord —pko IG Guaranty, AL mterial and equipment to be furnished and/or Instated by the cantrocto• far this project shall be puaraMeed for a period of Im year from the date of final cceptance thereof, against defective noterlais, design and work —ship. Upon rewipt of notice from the o r of fall — of any part of the guaranteed equ4ment or noterich, during the guaranty period, the affected part, parts or materials, shall be replaced promptly with new parts or mterem by the nt coractor, at no peme to the In the event the contractor fails to make the necessary replocmwnt or repo" wfthIn seven m tlaYt niter no tifonton by the owner, the o my accompUsh the work at the expense of the contractor. 17. A.-Wit. The contractor shall complete 'as -bunt' Information relative to pipe lengths, mterinls and arty devotion from plans and provide a copy of such to the owner and ergs eer for final acceptance of the contractor's work. III. Elevations AI elevatfos refer to NGV.D. 1929. APIPE 424'- NOTE: FOR PLACEM NT OF BACKFILL OVER PIPE SEE SPECIFICATION PROPOSED PIPELINE AND PLACED LECT MATERIAL IN LIFTS aQUADRANT TO BE N W 94F SHAPED 70 RECEIVE PIPE BELL o > AND BARREL z < < I. TO O.S.H.AN STANDARDS. SLOPE OM SICMPA TRENCH EN BACKFRl TO 98% OF MAXIMUM DENSITY IN ACCORDANCE WITH AASHTO r T -180. DENSITY TESTS SHALL BE TAKEN AT 12' LIFTS ,55 EVERY 100' 2 EASEMENTS IN PUBLIC RIGHTS -OF -WAY AND 200' IN KU w BEDDING SHALL CONSIST OF IN -SITU GRANULAR MATERIAL OR WASHED AND GRADED LIMEROCK 3/8' -7/8' SIZING. 3 UNSUITABLE IN -SITU MATERIALS SUCH AS MUCK, DEBRIS, HARDPAN AND LARGER ROCKS SHALL BE REMOVED. THE PIPE SHALL BE PLACED IN A DRY TRENCH. 6 BACKFILL SHALL BE FREE OF UNSUITABLE MATERIAL SUCH AS LARGE ROCK. MUCK. HARDPAN AND DEBRIS L SEE SEPARATE DETAIL FOR 'PIPE INSTALLATION UNDER EXISTING PAVEMENT -OPEN CUT. THE AFFECTED AREA SHALL BE RESTORED TO EQUAL OR BETTER CONDITION OR AS SPECIFIED IN PERMIT /CONTRACT DOCUMENTS MIA TRENCH AND BACIgILL DETAIL NL - AM P1C nwo 9N1 milM A U.WXS IRpgl (KIN 66012 at NE I•a"M DIRECT RISER INLET- TYPICAL INSTALLATION NTA. 24" NYLOPLAST DRAIN BASIN /—DUCTILE RON 11-25 RATED CUTE 6 PVC QU1UT1 TD DELTRATIGN TRENCH 15 DIAL CORRUGATED kUM1HUU SHEET 3 = 4- (4) 1' DIAL WEEP HOES IN EACH QUADRANT OF BOTTOM ::.�' "I'':: ff DRAIN BASIN (TYP.) 3/,4 MIA. ROD( WUPPED NTH FILTER FABRIC '_ 9s r o' l sr hoc Se M e M Pic _ ■Ix 0.(eC ®L No SPgOn ,ohm 1K A Ass mllApT S1Se16 24" DUCTILE IRON GRATE 021150' 000 - 4 O 124075' STANDARD APPROX. DRAIN AREA - 194M MR APPRM 90GNT VAIN FRAME m 124.00 M STANDARD GRATE HAS H-25 HEAVY DUTY RATING SGD DOM HAS H-25 HEAVY DUTY RATING PEDESTRIAN CUTE HAS H-10 MEDIA DUTY RATING QUAIRT, MATERIALS SHALL CONFORM TO ASTM A5M GRADE 70 -5D-05 MATERIAL• DUCTILE RON PANE CASTINGS ARE FMIN9FD WTH A RACK PAINT LOCIONG DEVICE AVAILABLE UPON REQUEST PRICE INCLUDES FRAME A GRATE /COVER NOTE INLET TO HAVE MIN. 24" SUMP AND MIN. 18" CLEARANCE BETWEEN BOTTOM OF BAFFLE AND BOTTOM OF INLET TYPICAL EXFILTRATION TRENCH 4 il+ •a u K(H2W + 21-6 $ - IC + 2FJ Is ) + (..39xle )W{9 L - LENGTH OF TRENCH REQUIRED (FEET) V = VOLUME TREATED (ACRE- INCHES) W = TRENCH WIDTH (FEET) K = HYDRAULIC CONDUCTIVITY (CFS /FzT, - FT.HEAD) H2 = DEPTH T13 WATER TABLE (FEET) DI NON- SATURATED TRENCH DEPTH (FEET) Ds = SATURATED TRENCH DEPTH (FEET) I 9/Et_tiV4 a1' t� O ir. O 00 mm SNO¢0 (1-20 JAW a1/1l AI4.A . 121 M 101 Hsu® gulf 110 so FAST A[RS R'.s.,a6Vl (N-10) AAKD fFA1UlSA Sta 56 llo M ®AE xf a ^r�aAm M7 STNO WM ALFA .8156 I1g1 MID 2gila 48 HOURS BEFORE DIGGING CALL TOLL FREE 1- 800 - 432 -4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. IT IS TEE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL exis REC UTWTIEs FOR FIELD LOCATION OF U IX12CROLAD UTILITIES PRIOR TO ANY CONSTRUCTION ACTIVITIM lllx : = BM 011lhle iulmht swot mew m ASN AH - o lS sB PANG (15116 ARE IlYf9® <ll It AR PANE NMI TYPE OF GRATES A NETS TO BE COORDINATED VAIN E]NQFFA R LANDSCAPE ARCIVECT PIPE MATERIAL MAY BE PVC, ADS HIS, OR APPROVED EQUAL AREA DRAIN DETAIL G U / 1= G7 `ti l R— APPROVED SET MAY 1 31011 TOWN OF GULF STREAM, FL M 0 _M J .�1 aaB,pUD ASSOCIATES, Uthteea V1. A/ia xm Beach. PlIrMA 99180 Phone: (BBL) am 1699 1— (561) 892 1520 ADDITIONS /FENOVATION TO BROWN RESIDENCE 7 GULF SIRF.AIL YLORIDA hair• K a 0 O n o tie ' > / "_wn Pmoerp�riail A%I(G Certificate M Autt— ion -5601 4047 OLeedabre Blvd. Suite 712 Wed Palm Bmck FL 33409 L =LDS -QED M 1561) 471-90113 Fc (551) 47I-6M �Af1bw lx.e� w cif �i„a..unc,m NGT3 0 00/01/00 � c nn U O FC2 3 FlMMa P.E. •.15653 "cu beT MAR 2 9 SITE PLAN 2011 (@ MAY 13 2011 Town 0( aUlf St"O&p, rt NORTM GULF TOWN STREAM, FL �I Ughr en Via Mime 'elm Beach, Florida 9944 Ph- (581) 892 1699 Fez: (581) 892 1520 SITE Z N 2 O V ■ ■ !IM!I M M Z 6 O: F 2110V Z i NOM_ fR ae1 FlR�iC1 Ile �M ame'aati M �m1N Mroaw aRecoatt _ uc e�eaaa. � u ®RiaOQ�'BU1ms m� Ae4 CMaN6 wo� 6 MaM whTVlf Re om U 0 Al.1 0 ..If "'ea'!S It/7,9 to tt�tl 6 APPROVED N MEt PC AL FL B' -5' 20' -0' FIRST FLOOR PLAN r 20' -0' SECOND FLOOR PLAN ROOF PLAN BRID SOCIATES, INC 1111:ighl... via Mime Palm &each, Florida 3341 Phone: (561) 832 1533 Fax: (661) 832 1520 z z a U Q III2 DSFlIIOOD IANDIliC GOIl SI'�l[, IIOBm1 PLANS z ROOF PINS `s 0 d 21108 Z a NOiE. �AMNR ro MrtTi 4E[a4T' /®wttSdPMagS QxOaS R � AKSE GiwNGS �2Li 6 uaiVa u�heHS NtlxsYG�Y 0 Z O U HCT3 'S 03 /gY /11 < ALM s U 0 A2.1 ��' 1 2 - 1 4 F L A T C E M E N T T I L E R O O F ( T Y P . ) + 2 4 ' - 6 - 4 T . A N I M P A C T R A T E D F R E N C H D O O R ( T Y P ) I M P A C T R A T E D W I N D O W S ( 1 ) P O W D E R C O A T E D A L U M I N U M R A I L I N G ( T Y P ) S O U T H E L E V A T I O N N E W & h + 3 5 ' - 0 ' V 1 2 4 r - R U N S T U C C O M O U L D I N G I M P A C T R A T E D G A R A G E D O O R ( T I N ) P A I N T E D S T U C C O F I N I S H ( T Y P . ) S T U C C O P I L A S T E R ( T Y P ) N O R T H E L E V A T I O N S O U T H E L E V A T - M N G A R A G E R U N S T U C C O M O U L D I N G I M P A C T R A T E D W I N D O W S ! ( ��T w I N ) P A I N T E D S T U C C O F I N I S H ( T Y P . ) S T U C C O S I L L ( T Y P . ) S T U C C O P I L A S T E R h + T _ 6 V ' F l N �� I M P A C T R A T E D F R E N C H D O O R ( T Y P ) P A I N T E D S T U C C O F I N I S H I M P A C T R A T E D W I N D O W S T U C C O S L L E A S T E L E V A T I O N C A P P R O V E D S E T M A Y 1 3 2 0 1 1 T O W N O F \ G U L F S T R E A M , F L \ r w I + ' 1 2 T . O . 3 5 R - 0 ' 1 4 ' Z � L F l T C E M E N T T I L E R O O F ( T 1 P . 1 T . D . + 7 - 8 I A N F L R 5 ' - 0 ' T . + O . R F L A T C E M E N T T I L E R O O F $ � 2 4 ' - 6 - ���%' T . . E a S A M I M P A C T R A T E D W I N D O W S ( T Y P . ) S T U C C O S I L L ( T Y P . ) P A I N T E D S T U C C O F I N I S H P O W D E R C O A T E D A L U M . R A I L I N G ( T Y P ) + 1 7 ' - 0 ' ��L R . I M P A C T R A T E D F R E N C H D O O R ( T Y P ) S T U C C O P I L A S T E R ( T Y P ) * R E C E I V I E - D " M A R 2 9 ? O t t T o w n o f G u l f S t r e a m , F l I N S : A S S O M T K , I N C : i e h t e e n V i a M i z n e r l l l ' a l m B e a c h , P l o r i d a 3 3 4 8 0 P h o n e : ( 5 8 I ) 8 3 2 1 8 3 3 F a z : ( 6 8 l ) 8 3 2 1 6 2 0 I I I R E S I D 2 D R F I N D D D I L N M G c o u s ��e Y n o r m s I I I s l E V e T 1 O N S a � 2 1 1 0 8 z 0 N O T E ' . W 4 L K , B e f �� o v r e n u a . �� ��w . x " " c r . 4 s e ��u m u ��' i , m m u . . m . �� v r o a m r t c a v c c - a u t v 1 p 1 ��s ��0 i w " u ����m w � a r t r a x o v x r t a a c . a t e . m w u �� u w r o u u �� ` n I C T I e � N Z O 1 / 4 ' = 1 ' o ' U H C T 3 f A 9 / I H I / 1 1 Q � M . M i U A 4 . 1 O r LANDSCAPE PLAN C PROVED SET MAY 13 2011 •RECEIVED* MAR 16 f y" a Tic :.,n -f G :" S err --miFL TOWN OF GULF STREAM, FL PLANT L15T KEY arT PLANT AND ef-ECF-rATION 1X0,- - - J"Oee ) YOP 65 I B raara skurtbe (C,.allbo Llnbc) 17-14' la. b' spr, Nil canopy 55T 7 Bougainvillea s.'Ptrple' (Bougg lrlvlllee Tree) !S4' rx. 36' spr" full ca opiy heavy, tree standard C$4R 55 Qrya w obalar Icarl (Cocol l 24' ma- 74' spr, Full, 7' oc , C-5. 15 codlaa v.'610 M Panttar' (Yellau Goton) 20' ht- 20' spr- NII, 2' oc. AN 10 .Artlper tatferta (dnre Junlpr) full, 2' oc POL 20 Pok&aodlunR'llaosonam sooiopstdrlue (Wart Few) IV ltl. h' spr, NII, b' oc 5TN I Strelltxla nlcolal (u"t. Bird of Paradl") 1a. 5' spr, full clump TAB It Tabertlsenontaro app. (Pkauheel Jesnlnel 24' 1a. 74' al full, 3' oc TRJ 4 Traelrlwpenxsn Jaanlnoldr (Confederate Ja-1 —) b -�' Mx. full vier, attach to trellis NOTES All plant material to be Florida 9 or better. Sod to be SL Augwtke florstan', contractor to detenlne caring All cod aid lerldecepe to reoeWe W% coverage Ron aulwtatic Inlgatkn 6yptw uekg approved eater source. CIO* - or reaparbis for all oaditlare and landacape epaclfkatiore attached to this perm 11&L Purl trd spedneathats shell be coroidered Contract Poctmaro. Mulct topsoil, and fertilizer to be applied acccrdatg to spec6lcatlorm. SPECIFICATIONS 10VW" ATLW -- Amu plrt matarlal used shell be true to Nan aid size In ocrf=4 with the Florida Nnetpw's Lades and Standards, arcs call be Fiords Grade I or letter. Piwts which do not meet epeclficatlar will not be i cxbpted PLANT LISTS Oartitles, sizes, arc! !nation or plants NII be dNernked by plan and plant Neu. 517a of plant wall cake erncedelt over eoraNer she or oud coves NN be deternkred by plant Its QantHlee d leer on plrlt Nbu are to be used as a CF4 calraUar will be .Mporoble for verification of actual eprltKlss ailed for on parts. Dkaepere:iee should be brought to the attention a the Landscape Architect &MTI MO* No eixtnutioro shell be accepted WOW cortset or Larckcape ArdtarL Ary kteded mboututloro shall be detaw on the bid PLJ4iT1Ye SOIL: Topsoil shall be clears sterile, and free of delete or other faelgl material. Trees and paYls dais be planted with a nh or 8' topsoil (503 muck, 503 Band) on aides Id bocce of root bail Rooted alttsga dull be planted In beds with a eh of 4' or topsoil waked Into On top 6' or s,x1stkn9 soiL FERILMZ: Pain rd Tropical Fortuna (9-4-12) or approved equal shall be spored arts plentkg and prior to wWClklg per manufacturers recommarded 'application rates. hILON All train shall be mulcrod with 3' of approved shredded mulch In a 3 foot dia. circle. All slobs and gwdcovar bade dull be mulched with 3' or Approved shredded mulct in beds show on plan or In bade 3' wile fa "es. Mulch could be Grade 'A''urtsu olhe vin approved FL441M ham: All plane dull be planted at soil levels at which thsj we psrloueN must Slob rd hedge material shall be planted a wh 2' away from walla a otter obeWetforo. Malerul lure &Ize Beater to l evrialn call be pp dewy Rrn ovwrNncµ so as not to Impede the ratlra o th habit I Pair are to be in sand N facessani, aavate though wq buidkg stbg-ade to undisturbed soil and bell NN plat" soil. WATEW4 All plant material shall be watered in thoralghiy after Mtallatic l so as to remove all air pockets. BOB material shall be watered every deg for a mk kw oil weak pined and Usearur so a& to keep colthAIN row until final aces tlnoe of the Wldsape irotellnwn cortrada *hell wtNy owner or otfs watering requirerlets ant Irotalletlon. GUTWI All trees, 8' a taller wall be guyed or eteked to provide support such that the material allI stay char rd true throug` the gunnies period Methods used will bar such that no "N top dull be done at the cotton of the contractor We" epedflally rec}lestsd by the Landscape Arc , however, contractor doll still be resporoble fa all trees a d paW rominN straight and true throughout the guarartee period SOD: Sod shell be dare, grerl, rd wall rooted, and Res, of debris, weeds, objectionable grabsen, disease, or khjnrious ktsede. A complete 6-6 -6 rartillar shall be spread at a rate of 5 be. per WW sq R Sod Ball be watered to a depth of 4' after laykg. All areas to be sodded &hell be raked worth and all debris removed Fria to leetallatlart GUARA4M: All plant materials shell be garenteed ra I year after ccoosapplstiol or project PaYts ere to be guarrltemd for I year. Garantee applies to hearht positing rd slra Replacerlrt cost NII be CAM ad by Contractor. kv ASSOCIATES, Eighteen Vie Mi- Palm Hr Ch Florida 3341 Phoee: (581) 632 1533 Fees: (561) 832 1520 A. GRANT THORNBROUGH AND ASSOCIATES L4NDSC1PE WHITEC1S Alai LAID PLA104M IM Huth eaa- Meese Dray Beach ft 33444 (sat) 77"a"w FAX (W Da-EM BROWN RESIDENCE I III 8W7 88LY, YMMA I I I 1aNDSCera rlarr� O mlris4 �_ T4 . .t. z 0 5 w a o 1'= 10' -0' m /will k� nn x Y U O l..1 0 12 RE ' MAR 2011 Town of GO Stre2m, FL 1 3 +j 11 2 4 i Driftwood Lndg - R43 Td 6 S09 g 7 6 10 Pelican 43 43 39 i 0241 9 0252 p 43 43 39 3ta 43 43139 i 39 0113 39 55 52 55 WATERWAY NORTH CONDO N 0 0 55 OR3691 P882 55 52 60 60 39 Gary R. Nikolits, CFA Location: Downtown Service Center Palm Beach County o 20 40 so 120 ,eo Key Property Appraiser Feet Map Scale Selected Parcels 100 300 = 500 Others 200 400 Notes: Produced on: 3/2/2011 TOWN OF GULF STREAM SITE DATA TABLE GROSS LOT AREA 27,668 sq.ft. EFFECTIVE LOT AREA 21,183 sq.ft. F.A.R. CALCULATIONS EXIST. DEMO. NEW NET 1st. FLOOR LIVING 1,769 sq.ft. NA NA 1,769 sq.ft. CEILINGS OF 15' (x2) NA NA NA NA 2nd. FLOOR LIVING NA NA NA NA 3rd. FLOOR LIVING NA NA NA NA 1st. FLOOR COVERED PORCHES 75 sq.ft. NA NA 75 sq.ft. 2nd. FLOOR COVERED PORCHES NA NA NA NA AWNINGS >3' & SCREEN ENCL. ® 50% 146 sq.ft. NA NA 146 sq.ft. GUESTHOUSE 1st FLOOR NA NA 700 sq.ft. 700 sq.ft. GUESTHOUSE 2nd FLOOR NA NA 525 sq.ft. 525 sq.ft. GARAGE NA NA 469 sq.ft. 469 sq.ft. OUT BUILDINGS NA NA NA NA GROSS FLOOR AREA 1,990 sq.ft. NA 1,694 sq.ft. 3,684 sq.ft. TOTAL FLOOR AREA PROPOSED 3,684 sq.ft. PROPOSED < 6,836 ALLOWABLE FIRST 20,000 x .33 6,600 sq.ft. OVER 20,000 x .20 236 sq.ft. TOTAL ALLOWABLE F.A.R. 6,836 sq.ft. TOTAL HARDSCAPE AREA 3,069 sq.ft. REQUIRED LANDSCAPE(40% OF LOT) 8,473 sq.ft. ACTUAL % LANDSCAPED 14,824 sq.ft. 70% SITE TABULATION LEGAL DESCRIPTION LOT 8, DRIFTWOOD LANDING, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 30, PAGES 231 AND 232, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. *ItaI- `lrraw- Page 1 of 1 Property Appraiser GIS - PCN Besting Buffer: S 20434609430000080 Buffer:25 20434609390000241 20434609430000020 20434609430000070 20434609430000090 20434609430000100 20434609430000110 3/2/2011 GULF STREAM, FLORIDA 33483 �. _ _ • - 100 SEA ROAD 'ULF STREAM, FLORIDA 33483 20 460pp080 BROWNMS& 6231 HILLSBORO RD NASHVILLE TN 37215 5501 20434609430000110 BROWN SARA S ASHBOURNE HARRODS CREEK KY 40027 2n4a40 43000 = BROWN MARTIN S & 6231 HILLSBORO RD NASHVILLE TN 37215 5501 nn346 HENRY PEGGY 2,002 PELICAN LN DELRAY BEACH FL 33483 7300 25 25 25 06250C 3; N N •� � m e vraev ve- vv..e v ...... 100 SEA ROAD GULF STREAM, FLORIDA 33483 20434609430000070 25 HEILAKKA LESLIE E & 11 DRIFTWOOD LNDG GULFSTREAM FL 33483 7221 20434609390000 41 25 PRAIRIE REALTY SERVICES LLC 21 SE 3RD ST EVANSVILLE IN 47708 1412 20434609430000020 25 BROWN SARA S ASHBOURNE HARRODS CREEK KY 40027 062SI N m TOWN OF GULF STREAM 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 PALM BEACH COUNTY, FLORIDA AFFIDAVIT oPECEIV:DO MAR 16 '201" Town of Gulf Slr ani, R Telephone (561) 276.5116 Fax (561) 737 -0188 Town Manager WILLIAM H. THRASHER Town Clerk RITA L. TAYLOR BEFORE ME THIS DAY PERSONALLY APPEARED Digby Bridges /Mark Marsh , 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: FURTHER AFFIANT SAYETH NOT: 0 SWORN AND SUBSCRIBED BEFORE ME THIS �1 J�- 1AY OF rn , 20 91n� rm-^, �� �� (NOTARY P LIQ MY COMMISSION EXPIRES: Deputy /forms /const/ 10/ 15/08 TAMMY L FARLEY MY COMMISSION # EE 0176N EXPIRES: August 16, 2014 Bonded Thru Notary Public Underwriters inn i4;:e Rnnn r.m = QToc:AU =i ncir%A '44AQ'Z 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 DATE: STATE OF FLORIDA ) COUNTY OF PALM BEACH ) TOWN OF GULF STREAM ) AGENT AFFIDAVIT MAR 16 7-011 Town of Gulf Stream, FL Telephone (561) 276 -5116 Fax (561) 737 -0188 Town Manager WILLIAM H. THRASHER Town Clerk RITA L TAYLOR BEFORE ME THIS DAY PERSONALLY APPEARED (Owner) Martin Brown WHO BEING DULY SWORN, DEPOSES AND SAYS: 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: See attached AGENT'S /(S) NAME: _M. Mark Marsh / Digbv Bridges COMPANY OR FIRM NAME: Bridges, Marsh & Associates, Inc. AGENT'S ADDRESS: 18 Via Mizner Palm Beach, FL 33480 AGENT'S PHONE: 561 -832 -1533 FURTHER AFFIANT SAYETH NOT. (OWNER SIGNATURE) SWORN TO AND SUBSCRIBED BEFORE ME THIS // p DAY OFAjjd—, 20z/,— (NOTARY PUBLIC) MY COMMISSION EXPIRES: ms /yvonne /appforms /affidavitowner /8/2/00 TAMMY z MY COMMISSIL7FARLEY EXPIRES: AuBonded Thru Notary From:BTG 6153201212 03/15/2011 05:42 #079 P.0021004 BYRD, DEVITT, OTTO s, McKEY, P. A. ATTORNEYS AT LAW BYRD OUILDING 3o 5oU11IEAS1 41L" AVENUE DELRAY BEACH, FLORIDA 33444 C, Y. ®VRD - -- FRED G. DE R T. JR. TELEPNoNE (305) ?715-7436 G. NORMAN OTTO JOHN D. McKEY, JR. November 27, 1974 Mr. & Mrs. Martin S. Brown 110 Twenty -First Avenue Nashville, Tennessee 37203 MAR 16 2011 Town of Gulf S:reani, FL MAILING ADDRESS FOSf OFFICE OOX 1927 RHEA WHITLEY Qao.i -1ne n1 Re: Lot 8, Driftwood Landing Subdivision Dear Mr. & Mrs. Brow).: Enclosed for your file is Warranty Deed from Ashbourne Realty & Land Development Corporation to you, recorded in O.R. Book 2365, page 207, evidencing your fee simple title to the above - captioned lot. The fully executed mortgage papers have, most likely, been mailed to you by Barnett Bank of Delray Beach, N. A. Due to the short period of time between recording of the above - captioned subdivision and the mailing of the 1974 real estate tax bills, the Tax Assessor's office was unable to make a tax cut -out of Lot 8 from the metes and bounds parcels existing prior to platting. The present Lot 8, together with the present Lot 11, make up the metes and bounds parcel No. 0102 for which we have a tax bill; and, based upon sale price, Lot 8 represents .2914624 of the proportionate value of Parcel 0102. The tax attributable to Lot 8, therefore, amounts to $1,188.42. As agreed on the closing statement, you have assumed the taxes from September 6 to December 31, 1974 (116 days). Thus, your share of this year's taxes amounts to $377.69. Please mail your check, payable to Ashbourne Realty & Land Development Corporation, to this office for delivery to them; and, I shall provide you with the "paid" tax bill on the metes and bounds parcel involved as soon as it is available. Ashbourne is in the process of paying same before the end of this month. If I may be of further assistance to you in this matter, please don't hesitate to contact me. Very truly yours, BYRD, D'VITT, OTTO MCKL•'Y, P. A. i G. ;ibrman Otto GNO:s Enclosure CC: Mr. Donald C. Wells From:BTG 6153201212 03/15/2011 05:42 #079 P.003/004 Lot Eight (8), of DRIFTWOOD LANDING, a sub- division located in the Town of Gulf Stream, cam.+ in the office of the Clerk of the Circuit Court Thl6 16truu,cnt Pln2 Pr3pered O/ a 0 320 Book 30, pages 231 and R . NORMAN OTTO BYRD, DEYiIT, OTTO & MOKEY, P•A. SUBJECT to Declaration of Restrictions recorded in Official Record Book 2341, pages 1736 to 1 .121'76 P. o. aox 1927 DELRAY BEACH, FLA. 33444 G� c ... ' vations, easements and rights-of-way of record; Zoning and /or oth r restrictions WARRANTY DEED imposed by Governmental authority; and taxes and assessments, if any, due and payable sub- sequent to December 31, 1973. TOGETHER with all the tenements, hereditaments and appur- J � a THIS INDENTURE, Made this_- t1l"� day, of r , y 1974, remainder and easement thereto belonging or in anywise ,reversion, Between ASHBOURNE REALTY AND LAND DEVELOPMENT CORPORATION, a TO HAVE AND TO HOLD the same in fee simple forever. .� corporation organized and existing under the laws of the State = of Florida, having its principal place of business in the County 1� of Palm Beach and State of Florida party of the first part, and G; MARTIN S. BROWN and ELIZABETH 14, BROWN, his wife, parties of the second part, whose mailing address is: 110 - 21st Avenue, r =- Nashville, Tennessee, 37203, WITNESSETH, That the said party of the first part, for and in consideration of the sum of One Hundred ($100.00) Dollars, -and other good and valuable considerations to it in hand paid, the receipt whereof is hereby acknowledged, has granted, bargained, sold, aliened, remised, released, conveyed and confirmed, and by these presents does grant, bargain, sell, alien, remise, release, convey and confirm unto the said parties of the second part, and their heirs and assigns forever, all that certain parcel of land lying and being in the County of Palm Beach and State of Florida, ,more particularly described as follows: aEEo1k'62365 f'ME 207 — Lot Eight (8), of DRIFTWOOD LANDING, a sub- division located in the Town of Gulf Stream, Florida, according to the plat thereof on file in the office of the Clerk of the Circuit Court rterunt+TO: DEYlTt, OTTO & k1aMEY. P.A. in and for Palm Beach County, Florida, in Plat 232. BYRD, Book 30, pages 231 and P. o. Box 1927 pecaAY oEacH, FLA. 33444 SUBJECT to Declaration of Restrictions recorded in Official Record Book 2341, pages 1736 to 1741 inclusive, public records of Palm Beach County, Florida; other restrictions, reser- ' vations, easements and rights-of-way of record; Zoning and /or oth r restrictions IP:T. TAX..._...•-- •- •- «•- • ^••• ^" imposed by Governmental authority; and taxes and assessments, if any, due and payable sub- sequent to December 31, 1973. TOGETHER with all the tenements, hereditaments and appur- ienances, with every privilege, right, title, interest and estate, remainder and easement thereto belonging or in anywise ,reversion, appertaining: TO HAVE AND TO HOLD the same in fee simple forever. aEEo1k'62365 f'ME 207 — FrocBTG 6153201212 03/15/2011 05:43 #079 P.004/004 *RE. EMEDO MAR 16 2011 Town of G w Stream, FL And the said party of the first part does covenant with the said party of the second part that it is lawfully seized of ,the said premises; that they are free of all incumbrances, and :!that it has good right and lawful authority to sell the same; !:and the said party of the first part does hereby fully warrant the title to said land, except as aforesaid, and will defend the I 'the same against the lawful claims of all persons whomsoever. i� IN WITNESS WHEREOF, the said party of the first part ;has caused these presents to be signed in its name by its Vice ,I IlPresident, and its corporate seal to be affixed, attested by li its Secretary the day and year above written. h>.rOC {�:•�!l ASHBOURNE REALTY AND LAND ' _ • f; li: �n.�,;; `', DEVELOPMENT CO RPOR�I.T Po£ete By - '- fts V ce Pres nt f,ir: U, OF ecretary pQCUMENTART v44. _,'TAMP TA_X 4EPT OF REV R, Signed, sealed and delivered in our presence: STATE OF KENTUCKY ) COUNTY OF JEFFERSON ) U- 111CUAENTARY FLOR11 A U I A X I = AE'INUE� 11108 I HEREBY CERTIFY, That on this -f day Ilof J-'C` ,E;� 1974, before me persona y appeared 1IOWSLEi" BROWN and OUNALD C. WELLS, Vice President and Secretary iirespectively of ASHBOURNE REALTY A14D LAND DEVELOPMENT CORPORATION, iIa corporation under the laws of the State of Florida, to me known to be the persons described in and who executed the foregoing (conveyance and severally acknowledged the execution thereof to Ibe their free act and deed as such officers, for the uses and purposes therein mentioned; and that they affixed thereto the official seal of said corporation, and the said instrument is the act and deed of said corporation. i; WITNESS my signature and official seal in said County and State, the day and year last aforesaid. Notary Public ,y & II Seal. '•. \tl ;t,y *J,, My commission expires: �t� PTA 13 p cT :fl r� r two %.'i twsq. Fla � 911 n b . Rask I I Fwk Ctrssll Cssrl °rACCUEU 23G5 FACE 208 - -z- 17. l T L Y -toy% PART 1. APPLICATION REQUIREMENTS To be complete Town Staff during pre- application conference. A. Review and Approval Processes 0 1. N. Ocean Overlay Permit ❑ 9. Sign Review ❑ 2. Land Clearing Permit 10. Site Plan Review, Level III ❑ 3. Annexation Review ❑ 11. Site Plan Revision ❑ 4. Comprehensive Plan Text Amendment Review ❑ 12. Special Exception Review ❑ 5. Demolition Permit ❑ 13. Subdivision Review ❑ 6. Future Land Use Map Change Review 0 14. Variance Review 0 7. Appeal ❑ 15. Rezoning Review ❑ 8. Zoning code Text Amendment Review ❑ 16. (Other) B. Application Materials NUMBER OF COPIES APPLICATION MATERIAL REQUIRED 1 1. Completed Development Application, ( 2. Fee of Il + + _ 3. Generation Location Ma on site Plan 1Z' 4. Site Plan 2 full size, 10 reduced to 11x17* 5. Building Elevations 2 full size, 10 reduced" 171 6. Floor Plans (2 full size, 10 reduced" 7. Roof Plans 2 full size, 10 reduced* 1 8. Perspective and /or Color rendering (Recommended for meetino) 1 9. Drainage Plan if altered 1� 10. Landscape Plan 2 full size, 10 reduced` 11. Septic Tank Permit J 12. DOT Driveway Permit (if on A1A, for any �\ alterations to drive 13. DOT Landscape Permit A1A 17 , 14. Survey 11" x 17" 15. Subdivision Plat 16. Concurrency Documents 1 17. Proof of ownershipwarrant deed 1 18. Aqent Affidavit 3 -rte 3-I - 1 L2. cent Property Ow ers e erty owners with' i 25' 00' (stamped addressed envelopes, no return dd ss ,3 1 Property Owners Affidavit os of Existing Home if a licable > �% 1 truction Traffi Mana ement Plan f "f 0 J'1 M t t Q �Si7O 7 �r NOTE: Where multiple copies of a drawing are required, two copies shall be 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 Page 1 NOTICE OF APPLICATION FOR DEVELOPMENT APPROVAL NOTICE IS HEREBY Planning Board of the Hearing on Thursday, A Commission will hold a 9:00 A.M., both in the Sea Road, Gulf Stream, considered: GIVEN that the Architectural Review and Town of Gulf Stream will hold a Public pril 28, 2011 at 8:30 A.M., and the Town Public Hearing on Friday, May 13. 2011 at Commission Chambers of the Town Hall, 100 Florida, at which the following will be An application submitted by Bridges, Marsh & Associates, Inc. agents for Mr. & Mrs. Martin Brown, owners of property located at 2 Driftwood Landing, Gulf Stream, Florida, legally described as Lot 8 Driftwood Landing, Gulf Stream, Florida, for the following: LEVEL 3 ARCHITECTURAL /SITE PLAN REVIEW to construct a two - story guest house consisting of 1,225 sq. ft. and a one -story garage consisting of 469 sq. ft., the style being consistent with the existing one -story Gulf Stream Bermuda home. There will be a new driveway cut off Driftwood Landing to access the new garage. The Architectural Review and Planning Board shall make a 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. The 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 places 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: April 5, 2011 TOWN OF GULF STREAM, FLORIDA Rita L. Taylor, To Clerk