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HomeMy Public PortalAbout11-3 Large PlanI I I PROPOSED DRY RETENTION SWALE VOLUME RETAINED IN SWALE = 207 CU.FT. 12' DR�INAGE EASE ENT I I 6 .Q + -I ©I 0 iV i + I o� I EX. RAILROAD TIE I" RETAINING WALL % � 1 I I 6" HDPE + I+ 1 1°' IL _ _ J INV. EL. = 4.50 + + o EX. CONCRETE WALKWAY TO REMAIN 1� I +I o� I I BENCHMARK: / P.K. NAIL AND DISK (IN CUT –OUT) EL. = 4.78 i \ Driftwood Landing "'� EX. ROCK RETAINING WALL ti — oo+ I AREA DRAIN GRATE EL. = 4.50 r s F N EX. RAILROAD TIE RETAINING WALL i i i i M — 10 + I I + Io �o I I I I 48 HOURS BEFORE DIGGING CALL 1- 800 - 4324770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. Contwuor iS NSponsfb C for obtaining location of existing Mlitics prior to oommwwcmmt of rnoanactioo activities. I - jCj"VjD JAN 2 8 27011 Legend + EXISTING ELEVATION PER �1 WALLACE SURVEYING CORP. PROPOSED ELEVATION — • —6.75— • — PROPOSED ELEVATION CONTOUR FLOW DIRECTION 0 5 10 20 40 Scale: 1" = 10' STORMWATER RETENTION CALCULATIONS A. SITE INFORMATION Total Property Area = 30,924 sq.ft. Property Area Excluding Canal and Roadway = 22,918 sq.ft. Drairagc Area Impervious Surface (areas of proposed additions) = 1,881 sq.ft. Drainage Area Pervious Surface = 0 sq.ft. B. ESTIMATED STORMWATER RETENTION VOLUME The retention volume is estimated using the Rational Method (Q=CiA) where: C =1.0 (impervious surface) C = 0.2 (pervious surface) i = I in/hr Impervious Surface Runoff Volume: 1.0 x 1 in/hr x 1,881 sq.ft. x 1 ft. /I2 in. = 157 cu.ft. Pervious Runoff Volume: 0.2 x I in/hr x 0 sq.ft. x I ft./ 12 in. = 0 cu.ft. Total Volume to be Retained = 157 cu.ft. Volume Retained in Proposed Swale = 207 cu.ft. APPROVED SET APR '8 2011 cuL 8 W oft 11 -3 '-W� 11 Plan Background from Site Plan by Architectural Consultants, Inc. Dated 11/3/10 a 2011 Gruber Consulting Engineers, Inc. 0 rn -_ t N 188.00' — :4C'-- — w C� zw Ex. Canal Q� [I!:N W(Tidal) w N 7 �d��.a s U PROPOSED DRY RETENTION SWALE VOLUME RETAINED IN SWALE = 207 CU.FT. 12' DR�INAGE EASE ENT I I 6 .Q + -I ©I 0 iV i + I o� I EX. RAILROAD TIE I" RETAINING WALL % � 1 I I 6" HDPE + I+ 1 1°' IL _ _ J INV. EL. = 4.50 + + o EX. CONCRETE WALKWAY TO REMAIN 1� I +I o� I I BENCHMARK: / P.K. NAIL AND DISK (IN CUT –OUT) EL. = 4.78 i \ Driftwood Landing "'� EX. ROCK RETAINING WALL ti — oo+ I AREA DRAIN GRATE EL. = 4.50 r s F N EX. RAILROAD TIE RETAINING WALL i i i i M — 10 + I I + Io �o I I I I 48 HOURS BEFORE DIGGING CALL 1- 800 - 4324770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. Contwuor iS NSponsfb C for obtaining location of existing Mlitics prior to oommwwcmmt of rnoanactioo activities. I - jCj"VjD JAN 2 8 27011 Legend + EXISTING ELEVATION PER �1 WALLACE SURVEYING CORP. PROPOSED ELEVATION — • —6.75— • — PROPOSED ELEVATION CONTOUR FLOW DIRECTION 0 5 10 20 40 Scale: 1" = 10' STORMWATER RETENTION CALCULATIONS A. SITE INFORMATION Total Property Area = 30,924 sq.ft. Property Area Excluding Canal and Roadway = 22,918 sq.ft. Drairagc Area Impervious Surface (areas of proposed additions) = 1,881 sq.ft. Drainage Area Pervious Surface = 0 sq.ft. B. ESTIMATED STORMWATER RETENTION VOLUME The retention volume is estimated using the Rational Method (Q=CiA) where: C =1.0 (impervious surface) C = 0.2 (pervious surface) i = I in/hr Impervious Surface Runoff Volume: 1.0 x 1 in/hr x 1,881 sq.ft. x 1 ft. /I2 in. = 157 cu.ft. Pervious Runoff Volume: 0.2 x I in/hr x 0 sq.ft. x I ft./ 12 in. = 0 cu.ft. Total Volume to be Retained = 157 cu.ft. Volume Retained in Proposed Swale = 207 cu.ft. APPROVED SET APR '8 2011 cuL 8 W oft 11 -3 '-W� 11 Plan Background from Site Plan by Architectural Consultants, Inc. Dated 11/3/10 a 2011 Gruber Consulting Engineers, Inc. Revisions 0 rn ~ V N M V 4 5 w 7 �d��.a s U U .SD O \ t~ 00 N W W 3 41.1 U Revisions M ~ 2 0 4 5 w 7 N s U U O \ N O O 41.1 o a � W z as b O Cd A U a b v) d Revisions 1 Cc 2 0 4 5 w 7 8 9 10 y a U O a � Cd >� Q O Cd o •� b d b 0 A Revisions 1 2 3 4 5 6 7 8 9 10 Chad M. 1t FL P.E. No. 57466 Sheet No. C -1 General Notes & Specifications: 1) The contractor shall check all drawings furnished immediately upon their receipt and shall promptly notify the engineer in writing of any discrepancies. Anything shown on the drawings and not mentioned in the specifications or mentioned in the specifications and not shown on the drawings, shall be of like effect as if shown or mentioned in both. 2) Figure marked on drawings shall, in general, be followed in preference to scale measurements. Large scale drawings shall in general, govern small scale drawings. - contractor shall compare all drawings and verify the figures beta, a laying out the work and will be responsible for any errors which might have been avoided thereby. When dimensions on the drawings are affected by the type of equipment selected, the contractor . ' 1 adjust such dimensions as conditions may require. 3) If the contractor, in the course of the work, finds any discrepancy between the drawings and the physical conditions of the locality, or any error or omissions in the drawings or in the layout as given by points and instructions, or discovers unforeseen underground or above ground conditions or any other unexprected conditions requiring additional work by the contractor, it shall be his duty to immediately inform the engineer, in writing, and the engineer shall promptly check the accuracy of the information. Any work done after such discovery, until any necessary changes are authorized, will be done at the contractor's risk. 4) If any part of the contractor's work depends, for proper execution or results, upon the work of any other contractor, the contractor shall inspect and measure work already in place and shall at once report to the engineer any discrepancies between the executed work and the drawings. 5) The engineer or his authorized representative shall have free access to the work of the contractor at any time for the purpose of inspection. The contractor shall furnish the facilities to determine, as best as can reasonably be done, the nature and quality of the work performed. Such assistance of the contractor shall, if necessary, include the uncovering, testing or removal of portions of the finished work. 6) All debris shall be removed from the area and legally disposed Debris may be burned upon obtaining proper burning permit but any unburned remains are to be disposed of as directed by the owner or his representatives. 7) The contractor shall be responsible for protecting all buildings, structures, and utilities that are underground, above ground, or on the surface against construction operations that may be hazardous to said facilities and shall hold and save the owner harmless against all claims of damage. The contractor shall, by repair or replacement, return to equal or better condition all pavement, sidewalk, lawns, utilities and other items damaged by this construction activity. 8) The contractor shall be responsible for obtaining all required tests and shall submit reports by an independent testing laboratory approved by the engineer. Should any test fair to meet specification as shown herein, the contractor shall, at his expense, correct all deficient work and submit laboratory test results showing compliance with these specifications. 9) All work shall be performed in a workman like manner and shall conform with all applicable City, County, State and Federal regulations and/or Codes. The contractor shall obtain all permits and licenses required to begin work. 10) The contractor shall visually examine the construction site to determine the amount of clearing and existing facilities to be replaced, removed and/or relocated which may be required in order to complete the work. 1 l) The contractor shall give the engineer 48 hours notice prior to requesting required inspections and shall supply all equipment necessary to properly test and inspect the completed work. 12) The contractor shall guarantee all work and materials for a period of one year from the date of project acceptance, during which all faulty construction and/or materials shall be corrected at the contractor's expense 13) All work shall be accomplished in a safe and workmanlike manner. The contractor shall comply with all applicable laws and regulations of any public and/or private body having jurisdiction for the safety of persons or property or to protect them from damage, injury or loss and shall erect and maintain all necessary safeguards for such safety and protection. The responsibility for project safety rests solely and specifically with the contractor. Local agencies and their employees and agents are specifically indemnified and held harmless from any actions of the contractor relating to the safety procedures implemented during construction and from any claims brought by any persons regarding safety, personal injury or property damage. 14) Minimum Construction inspection Checkpoints: 1) Prior to any major deviation from the approved plans 2) Prior to backfilling of any trenches containing hydraulic conduits so that jointing may be mutually approved 3) Upon completion of subgrade compacting 4) At the time of delivery of base material 5) Upon completion of the base and prior to priming 6) Immediately prior to and upon the first and second applications of the plant mixed wearing course 7) Upon completion of construction, a final inspection will be made with project representative 15) All unsuitable material such as muck, marl and debris shall be removed from the limits of construction and legally disposed At the engineer's direction, muck may be stockpiled on the site at designated locations for use in landscaping. 16) All material and equipment to be furnished and/or installed by the contractor for this project shall be guaranteed for a period of one year from the date of final acceptance thereof, against defective materials, design and workmanship. Upon receipt of notice from the owner of failure of any part of the guaranteed equipment or materials during the guarantee period, the affected part, parts or materials shall be replaced promptly with new parts or materials by the contractor at no expense to the owner. In the event the contractor fails to make the necessary replacement or repairs within seven (7) days after notification by the owner, the owner may accomplish the work at the expense of the contractor. 17) The contractor shall complete "as- built" information relative to pipe lengths, materials and any deviation from plans and provide a copy of such to the owner and engineer for final acceptance of the contractor's work. A '_•_•_•t. r•.•.•.• HAUNCH BEDDING 4" FOF "-24" PIPE E • 1: 1 •1 •'����� NOTES: 1) ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, "STANDARD PRACTICE FOR UNDERGROUND INSTALLATION OF TERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW APPLICATIONS ", LATEST ADDITION 2) MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL MATERIAL, WHEN REQUIRED 3) SUITABLE SUBGRADE: WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED BY THE ENGINEER. AS AN ALTERNATIVE AND AT THE DISCRETION OF THE DESIGN ENGINEER, THE TRENCH BOTTOM MAY BE STABILIZED USING A GEOTEXTILE MATERIAL 4) BEDDING: SUITABLE MATERIAL SHALL BE CLASS I, II OR III. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. UNLESS OTHERWISE NOTED BY THE ENGINEER, MINIMUM BEDDING THICKNESS SHALL BE 4" FOR 4 " -24" PIPE; 6" FOR 30 " -60" PIPE. 5) INITIAL BACKFILL SUITABLE MATERIAL SHALL BE CLASS I, II OR III IN THE PIPE ZONE EXTENDING NOT LESS THAN 6" ABOVE CROWN OF PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. MATERIAL SHALL BE INSTALLED AS REQUIRED IN ASTM D2321, LATEST EDITION. 6) MINIMUM COVER: MINIMUM COVER, H IN NON- TRAFFIC APPLICATIONS (GRASS OR LANDSCAPE AREAS) IS 12" FROM THE TOP OF PIPE TO GROUND SURFACE. ADDITIONAL COVER MAY BE REQUIRED TO PREVENT FLOATATION. FOR TRAFFIC APPLICATIONS, MINIMUM COVER, H, IS 18" UP TO 48" DIAMETER PIPE AND 24" OF COVER FOR 54 " -60" DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT OR TO TOP OF RIGID PAVEMENT. TRENCH AND BACKFILL DETAIL N.T.S. 12" CAST IRON GRATH 13.50" — .r- 5.0" INS STANDARD (H -20) RATED DRAIN AREA = 62.7 SQ. INCH HINGED GRATE COVER FOR EASY ACCESS r` e ° LLLLLLLLL °o °p LLLLLLLLLL e e ,LLLLLLLLL °e °e LLLLLLLLLL e e LLLLLLLLLL o e LLLLLLLLLL LLLLLLLLLL °e °e LLLLLLLLLL 0 o LLLLLLLLLL °e °° LLLLLLLLLL PEDESTRIAN (H -10) RATED SOLID GRATE DRAINAREA = 51.0 SO. INCH NOTE: 10" DUCT]LN IRON GRATE ELM STANDARD DRAIN AREA = 29.7 SQ. INCH All SOLID DOMED CASTINGS ARE RATED FOR LNHT NWEEL LOAD TRAFFIC QUALITY: MATUM SHALL CONFORM TD ASTM M8 - a" 30B PAINT: CASTINGS ARE FLIRN& D NTH BLACK PAINT MATERIAL: CAST IRON QUALITY: MATERIAL SHALL CONFORM TO ASTM A48 - CLASS 30B PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT TYPE OF GRATES & INLETS TO BE COORDINATED WITH ENGINEER & LANDSCAPE ARCHITECT PIPE MATERIAL MAY BE PVC, ADS, NOS, OR APPROVED EQUAL AREA DRAIN DETAIL N.T.S. ,_SURFACE CONTOURING PER RESPECTIVE DESIGN PLAN INLINE DIRECT RISER BEGINNING OF SYSTEM INLET IN SYSTEM /—RISER INLET RISER ALL PEP AND PVC PIPING SHALL PROVIDE A MANNING'S FRICTION FACTOR OF 0.012 OR LESS, (n < 0.012) RISER PEP PIPING, WHERE SPECIFIED, SHALL BE BY ADS OR AN APPROVED EQUIVALENT. ALL FITTINGS /COUPLINGS SHALL BE "PRO LINK WT' OR "SERIES 35" NOTE: SDR 35 OR 900 PVC WITH 0 —RING BELL AND SPIGOT JOINTS ARE ACCEPTABLE EQUIVALENT SYSTEMS 90' BEND TEE PIPE SIZE AND MATERIAL PER PLAN SHEET LAYOUT DIRECT RISER INLET: TYPICAL INSTALLATION N.T.S. 48 HOURS BEFORE DIGGING CALL 1- 800- 432A770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. Contractor is responsible for obta location of existing utilities prior to commencement of construction activities. 1ME JAN r 6 2011 Tarn of 049 &mifi� tF l 11-3 0 2011 Gruber Consulting Engineers, Inc. Chad M. Gruber 1 ��a FL .E. No. 57466 ,b N O w y ~ x r C U [CSC 6 y,y � t4 6 �" 3 A °Oo al U w w 0 A 'd � 3 • V--1 rA Chad M. Gruber 1 ��a FL .E. No. 57466 ,b O w 0 a� t4 al U 0 A 'd � • V--1 rA o � c� � 0 U N a� bA c� �1 • r--1 A bA b b O O A Chad M. Gruber 1 ��a FL .E. No. 57466 , , , a 1' yr •f• +: t t , f� Y f 1 . {�. :i,. t r'+s�' L �v c• �� JS _ � , a. dR! {�' f19et. 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AM it ^ r� �* F pppR PR —g 2411 GULF SEW' FL `5 r F Y # �' ••• s*F 5 t f I' L ay l + 1 1 it • � it Zlt '1K 1. p t now r 77711, opowl Pr -mcm *NNW +t � 'APB � _� •�-!. � vM ' � � -..,,�� � _ I i «r op— .. y ..- ..., ' ' '•°S4. .?� � ` � 5 y ,q A.. f,. . _ � a ',il i �r: ,�y�„ 3ij�: - w. r'x Y, < u a Ar a ... :. .. ... ,. ., .. �, r.•- '.v: . ,. �&.5'..19, .... X ..,. .,. (.... .., ... :F- .-.'.' �: I.� ° x • �Yr v� 5 dl� ; I , , v • , I 6 d t - dot; '�•• A f .. AM it ^ r� �* F pppR PR —g 2411 GULF SEW' FL LEGEND A =ARC LENGTH A/C = AIR CONDITIONING AE. = ACCESS EASEMENT AXA. ALSO KNOWN AS ASPH = ASPHALT BLDG. =BUILDING B.M. = BENCHMARK B.O.C. : BACKOFCURB B.O.W. =BACK OF WALT( (C) = CALCULATED CATV = CABLE ANTENNA TELEVISION C.B. =CHORD BEARING C.B.S. = CONCRETE BLOCK STRUCTURE C.C.C.L. = COASTAL CONSTRUCTION CONTROL LINE CH = CHORD C.L.F. = CHAINLINK FENCE CLR. = CLEAR C.M.P. = CORRUGATED METAL PIPE CONC =CONCRETE (D) = DESCRIPTION DATUM D.B. = DEED BOOK D.E. = DRAINAGE EASEMENT D.H. =DRILL HOLE DAN = DRIVEWAY EL. = ELEVATION ENC. =ENCROACHMENT E.O.P =EDGE OFPAVEMENT E.O.W. =EDGE OF WATER ESMT = EASEMENT F.F. =FINISH FLOOR FND. = FOUND F.O.C. =FACE OF CURB I.D. = INSIDE DIAMETER 1w.. =INVERT LTW.C.D. = INDIAN TRAIL WATER CONTROL DISTRICT L.A.E. = LIMITED ACCESS EASEMENT L.B. =LICENSE BOARD L.WD.D. = LAKE WORTH DRAINAGE DISTRICT (M) = FIELD MEASUREMENT M.H. = MANHOLE M.H.W.L = MEAN HIGH WATER LINE M.LW.L = MEAN LOW WATER LINE NAV.D. = NORTH AMERICAN VERTICAL DATUM N.G.V.D. = NATIONAL GEODETIC VERTICAL DATUM N.P.B.CI.D. + NORTHERN PALM BEACH COUNTY IMPROVEMENT DISTRICT N.T.S. = NOT TO SCALE OA. = OVERALL O.D. = OUTSIDE DAMETER Orfl = OVERHEADUTILITYUNE O.R.B. = OFFICIAL RECORD BOOK 0/5 = OFFSET (P) = PLAT DATUM P.B. =PLAT BOOK P.B.C. = PALM BEACH COUNTY P.C. = POINT OF CURVATURE P.C.C. = POINT OF COMPOUND CURVATURE P.C.P. = PERMANENT CONTROL POINT PG. =PAGE P.t = P0I14TOFINTERSECT70N P/O = PART OF P.O.B. = POINT OF BEGINNING P.O.C. = POINT OF COMMENCEMENT P.R.C. = POINT OF REVERSE CURVATURE P.R.M. = PERMANENT REFERENCE MONUMENT PROP. = PROPOSED P.T. = POINT OF TANGENCY PVM,T = PAVEMENT (R) = RADIAL R = RADIUS RGE. =RANGE R.P.S. = ROADPLATSOOK RAV = RIGHT OF WAY (S) = SURVEY DATUM S.B. = SETBACK SEC. = SECTION SID =SUBDIVISION S.F. = SQUAREFEET S. F. W. Al. D. = SOU TN FL OR /DA WATER MANAGEMENT DISTRICT S.LR.WC.D. SOUTH INDIAN RIVER WATER CONTROL DISTRICT S.R. =STATE ROAD STA = STATION STY. =STORY SAN = SIDEWALK T.O.B. = TOP OF BANK T.O.W. =TOP OF WALL TWP. = TOWNSHIP TYR = TYPICAL U/C = UNDER CONSTRUCTION U.E. = UTILITYEASEMENT U.R. =UNRECORDED W.C. = WITNESS CORNER W.M.E. = WATER MANAGEMENTEASEMENT WM.M.E. = WATER MANAGEMENTMAINTENANCE EASEMENT W.M.T. = WATER MANAGEMENT TRACT B = BASELINE rL = CENTERLINE p = CENTRAL ANGLODELTA ■ = CONCRETE MONUMENT FOUND (AS NOTED) O = CONCRETE MONUMENT SET (LB X4569) 0 = ROD 8 CAP FOUND (AS NOTED) O = X5 ROD 8 CAP SET (LB X4589) O = IRON PIPE FOUND (AS NOTED) 0 = IRON ROD FOUND (AS NOTED) • = PARKER-KALON NAIL FOUND 0 = PARKER -KALON NAIL J. DISK FOUND (AS NOTED) 0 = PARKER -KALON NAIL 8 DISK SET (LB X4589) e = PROPERTY UNE 6L$ = UTILITYPOLE A = FIRE HYDRANT ® =WATERMETER = WATER VALVE = LIGHTPOLE yr( •�• = PINE TREE = BASAL PALM � I £ I2' O.E. (P) I ar sac wa.ntao O I I C�� nAOAOLr Mt Sw M Tau L• I t a. mil 12 ,,►'� Cast ,tea (�tpso /J 0p'�R •tbrtf, arty l � D J + SENC1R0101111(; �s [PXy•r. NYL AND DIV CG•. BOUT)o_ / # y17N' 7i.07! 'lli I � I , W. ?0' I I g I cm- MAIL 1 — — V LA CAW (64) 12' D.E. (P) Y ri LOT AREA T0924 SF ,+ oat 1ts70 x4 VFECTIVE LOT AREA" 21.606 S.F. ,w i.4 ,9 nasa— Oat am ass WALIC. 4b, awe bear 3 isaw (lQ,.� 2 N W +44, E 0 20' S 40' 60' SCALE 0-20' rs• a-VA an calk 3 vict 1 SKE Ml MT.& Ali l it CEIV D6 MAR - 2 2011 �i Ifi of Gulf S.CJ2i'ii, r- "L BOUNDARY SURVEY FOR: FLAVIA MILANO TNs surveyis made spedfiralyand ordy for Ole k#M* g party for me purpose ofpemIdling/deslpn on the surveyed property FlaW. MDma The undersigned surveyor assumes no responsibility or kabkOy for any of terpuMose or Many oOexparly offw than .feted above. PROPERTYADDRESS: 4 DrOtwood LarodhV CWBtream. FL 33483 LEGAL DESCRIPTION: Lot 1, DRIFTWOOD LANDING, awa%grig io me Plat menu/, on file in me Omce of Ore Clerk of me Chwit Cov t in and for Pahn Beach Comfy, Fbnda recorded m Plat Book 30. Page 231. FLOOD ZONE: This property is located in Flood Zone A5 (EL. 7), according to FIRM. (Flood Insurance Rate Map) No. 125109 0001 D, dated Sepember 30, 1902. NOTES: 1. No &W policy or caranibnentaMedirg Me or boundary to the subject property has been provider. It is possible firers are deeds and easements, recorded or urmrcordo4 which could affect this survey and boundanres. This c/kce has made no search of the Pubs: Records. 2. Elevaffons shown hereon, Nary, min feet and dedmal parts mereoiandare based on NGVD -29 a d are based on NGS benMmerk'P 315 1970'. 4 3. Description lunished by client or dienle aged 4. Unless O been the signature and the odginel raised seat ofa Florida kcensed surveyor or mapper We drawing, sketch, plat or map is for kdwmelbrrel purposes only and is riot va/a. a Thin survey cannot be transferred orasSWned wW W the spedNC written permfs,Uon ofWadece Surveying Corpon8pn. CerGOpate ofAulhw@ation Nun*w L04569. 6. Except w shown, underground and overhead improvements an not located. 7. Underground Wundations not located. 8. The survaysketch storm toeraon does nod rracsssarfiy contab all of me hformallon obtained or developed by Its undersigned surveyor in his Said work, oh9ce wank or research. 9. No rmponsWily, Is assumed by th s surveyor for the conafnchon of knprovetr —te, ban bdlding has sloven on this survey. 10. Revisions sfawn hereon do not /npresenta'surmy updale' urNess oerenwtse rated 11. AM dates shown wkhln me revlslons block tenon an br ktimIlloe NhV use wry and m to way aXed the date W Are field survey stated herein. 12. In some instaraea, graphic rapresentstbm have been exaggerated to rnora dearly frustrate Ore refetiwrships be(~ phywald impovemems and/or lot knes. In all woes, dmrensiwre sham shall conaol Ore location of me improvements over scaled posificrre. CERTIFICATION. 1 HEREBYATTEST mat Ore survey sh— hereon meets me minkmrm tedmbat standards set forth by the Florida Board of Pmlessional Surveyors and Mappers pursuant to section 472.027, Florida Stalutes, and adopted In Rule SL17, Florida Adm/istntive Code, affective September 1, 1981. DATE OF LAST FIELD SURVEY: 1f/9/f0 Crag L. Wallace Prolessianal Surveyor and Mapper Florida Cerfificafe No. 3357 Shwctm t, IT �� arm.�Lanta9ltl i )I Z R .... ; 5—h War v �A1A vict 1 SKE Ml MT.& Ali l it CEIV D6 MAR - 2 2011 �i Ifi of Gulf S.CJ2i'ii, r- "L BOUNDARY SURVEY FOR: FLAVIA MILANO TNs surveyis made spedfiralyand ordy for Ole k#M* g party for me purpose ofpemIdling/deslpn on the surveyed property FlaW. MDma The undersigned surveyor assumes no responsibility or kabkOy for any of terpuMose or Many oOexparly offw than .feted above. PROPERTYADDRESS: 4 DrOtwood LarodhV CWBtream. FL 33483 LEGAL DESCRIPTION: Lot 1, DRIFTWOOD LANDING, awa%grig io me Plat menu/, on file in me Omce of Ore Clerk of me Chwit Cov t in and for Pahn Beach Comfy, Fbnda recorded m Plat Book 30. Page 231. FLOOD ZONE: This property is located in Flood Zone A5 (EL. 7), according to FIRM. (Flood Insurance Rate Map) No. 125109 0001 D, dated Sepember 30, 1902. NOTES: 1. No &W policy or caranibnentaMedirg Me or boundary to the subject property has been provider. It is possible firers are deeds and easements, recorded or urmrcordo4 which could affect this survey and boundanres. This c/kce has made no search of the Pubs: Records. 2. Elevaffons shown hereon, Nary, min feet and dedmal parts mereoiandare based on NGVD -29 a d are based on NGS benMmerk'P 315 1970'. 4 3. Description lunished by client or dienle aged 4. Unless O been the signature and the odginel raised seat ofa Florida kcensed surveyor or mapper We drawing, sketch, plat or map is for kdwmelbrrel purposes only and is riot va/a. a Thin survey cannot be transferred orasSWned wW W the spedNC written permfs,Uon ofWadece Surveying Corpon8pn. CerGOpate ofAulhw@ation Nun*w L04569. 6. Except w shown, underground and overhead improvements an not located. 7. Underground Wundations not located. 8. The survaysketch storm toeraon does nod rracsssarfiy contab all of me hformallon obtained or developed by Its undersigned surveyor in his Said work, oh9ce wank or research. 9. No rmponsWily, Is assumed by th s surveyor for the conafnchon of knprovetr —te, ban bdlding has sloven on this survey. 10. Revisions sfawn hereon do not /npresenta'surmy updale' urNess oerenwtse rated 11. AM dates shown wkhln me revlslons block tenon an br ktimIlloe NhV use wry and m to way aXed the date W Are field survey stated herein. 12. In some instaraea, graphic rapresentstbm have been exaggerated to rnora dearly frustrate Ore refetiwrships be(~ phywald impovemems and/or lot knes. In all woes, dmrensiwre sham shall conaol Ore location of me improvements over scaled posificrre. CERTIFICATION. 1 HEREBYATTEST mat Ore survey sh— hereon meets me minkmrm tedmbat standards set forth by the Florida Board of Pmlessional Surveyors and Mappers pursuant to section 472.027, Florida Stalutes, and adopted In Rule SL17, Florida Adm/istntive Code, affective September 1, 1981. DATE OF LAST FIELD SURVEY: 1f/9/f0 Crag L. Wallace Prolessianal Surveyor and Mapper Florida Cerfificafe No. 3357 188' I I I 1 I I 1 I CANAL i i LOT AREA 30,924 S.F. "EFFECTIVE LOT AREA " 21,606 S.F. PROPOSED SITE PLAN SCALE: 1/8" = V -0" i ,N.Hidden,_N;a>rbor Dr S Hidden Harbor Dr t t � Shore Rd m C V LOCATION MAP z NO SCALE AERIAL NO SCALE TOWN OF GULF STREAM SITE DATA TABLE 14-8 3/4' Y ;N �� 1 GROSS LOT AREA 30,924 SF 15'-0' 26 -V 25-0' 25-W EFFECTIVE LOT AREA 21,606 SF FAR CALCULATIONS EXISTING DEMO a�rt��w NEW NET PROPOSED i+?+= Pelican Ln 4,021 SF 370 SF Ril -370 SF 3,651 SF (GARAGE / GUEST) 311 SF 127 SF z {i��t4a� ra' -127 SF 184 SF (TOTAL) 4,332 SF 497 SF 0 SF -497 SF 3,835 SF CEILINGS OVER 15' (DOUBLE) (MAIN HOUSE) Geor e Blvd fl 0 SF IM 0 SF (GARAGE / GUEST) 0 SF 0 SF 0 SF 0 SF 0 SF Crestwood Dr LOCATION MAP z NO SCALE AERIAL NO SCALE TOWN OF GULF STREAM SITE DATA TABLE 14-8 3/4' W-W GROSS LOT AREA 30,924 SF 15'-0' 26 -V 25-0' 25-W EFFECTIVE LOT AREA 21,606 SF FAR CALCULATIONS EXISTING DEMO NEW NET PROPOSED 1ST FLOOR LIVING (MAIN HOUSE) 4,021 SF 370 SF 0 SF -370 SF 3,651 SF (GARAGE / GUEST) 311 SF 127 SF 0 SF -127 SF 184 SF (TOTAL) 4,332 SF 497 SF 0 SF -497 SF 3,835 SF CEILINGS OVER 15' (DOUBLE) (MAIN HOUSE) 0 SF 0 SF 0 SF 0 SF 0 SF (GARAGE / GUEST) 0 SF 0 SF 0 SF 0 SF 0 SF (TOTAL) 0 SF 0 SF 0 SF 0 SF 0 SF 2ND FLOOR LIVING (MAIN HOUSE) 0 SF 0 SF 1,142 SF +1,142 SF 1,142 SF (GARAGE / GUEST) 792 SF 0 SF 0 SF 0 SF 792 SF (TOTAL) 792 SF 0 SF 1,142 SF +1,142 SF 1,934 SF 1ST FLOOR COVERED (MAIN HOUSE) 159 SF 159 SF 160 SF +1 SF 160 SF (PORCHES, OVERHANGS >2.5') (GARAGE / GUEST) 282 SF 264 SF 126 SF -138 SF 144 SF (TOTAL) 441 SF 423 SF 286 SF -137 SF 304 SF 2ND FLOOR COVERED (MAIN HOUSE) 0 SF 0 SF 163 SF +124 SF 124 SF (GARAGE / GUEST) 96 SF 96 SF 0 SF -96 SF 0 SF (TOTAL) 96 SF 96 SF 163 SF +28 SF 124 SF AWNINGS > T AND SCREEN (MAIN HOUSE) 0 SF 0 SF 0 SF 0 SF 0 SF ENCLOSURES (AT 50 %) (GARAGE / GUEST) 0 SF 0 SF 0 SF 0 SF 0 SF (TOTAL) 0 SF 0 SF 0 SF 0 SF 0 SF GARAGE (MAIN HOUSE) 0 SF 0 SF 0 SF 0 SF 0 SF (GARAGE / GUEST) 842 SF 0 SF 0 SF 0 SF 842 SF (TOTAL) 842 SF 0 SF 0 SF 0 SF 842 SF GROSS FLOOR AREA (MAIN HOUSE) 4,180 SF 529 SF 1,463 SF +934 SF 5,114 SF (GARAGE / GUEST) 2,223 SF 487 SF 126 SF -361 SF 1,962 SF (TOTAL) 6,503 SF 1,016 SF 1,589 SF +573 SF 7,076 SF OUT BUILDINGS 0 SF 0 SF 0 SF 0 SF 0 SF TOTAL FLOOR AREA 7,076 SF FIRST 20,000 x .33 6,600 SF OVER 20,000 x .20 321 SF TOTAL ALLOWABLE FAR PER MANUAL 6,921 SF (W/ SPECIAL EXCEPTION SEC 70 -72b) 7,076 SF 6921- 3835- 1934 - 842 =310 (TOTAL COVERED AREA BELOW ALLOWABLE FAR) 413/2 =155 (1 SF ADDITIONAL FAR FOR EVERY 2 SF BELOW ALLOWABLE FAR) 6921 +155 =7076 (ALLOWABLE FAR PLUS ADDIONAL FAR PER SPECIAL EXCEPTION) TOTAL HARDSCAPE AREA 5,815 SF REQUIRED LANDSCAPE AREA - LOT SIZE x 40% 8,848 SF ACTUAL % LANDSCAPE OPEN SPACE AREA 11,092 SF (50.1 %) ADDMONAL SITE DATA NORTH / SOUTH DISTRICT M FL FLOOR AREA (% OFMII SETBACKS FRONT YARD SEiHACK SEE YARD SETBACK REAR YARD SMACK WATER LW SETBACK SOSTM PROPOSED REO. / ALLOWED 820 SF ( 856 SF (707.) 22'-8 7/8' 28'-31 /2' W-V OR LESS 14'-8 3/4' 14-8 3/4' W-W 32'- 7,16--0' 32'- T, -W-0' 15'-0' 26 -V 25-0' 25-W 27-6' 27-6' W-W . rchitectural onsultants nc. ARCHITECTURE / DESIGN Lic. No. 26002046 205 Worth Avenue{ Suite 301 Palm Beach, Florida 33480 Phone 561- 655 -0674 Fax 561 -833 9853 ADDITIONS TO 4 DRIFTWOOD LANDING GULF STREAM, FLORIDA CONTRACTOR AND ALL SUBCONTRACTORS PERFORMING ANY WORK ON THIS PROJECT ARE TO VISIT THE SITE AND VERIFY ALL MEASUREMENTS INCLUDING BUT NOT LIMITED TO BUILDING HEIGHTS, ROOF SLOPES, ROOM DIMENSIONS ETC. TO CONFIRM ALL EXISTING CONDITIONS BEFORE ORDERING OR FABRICATING ANY MATERIALS. CONTRACTOR SHALL REPORT ANY INCONSISTENCIES WITH THE CONSTRUCTION DOCUMENTS TO THE ARCHITECT BEFORE CONTINUING WORK. APPROVED SET APR m 8 2011 TOWN Of GULF STREAM, FL ®RECEIVI.D0 MAR -2 2011 4. 3 -2 -11 SUBMITTAL REVISIONS 3. 1 -28 -11 ARCH REVIEW SUBMITTAL 2. 12 -16 -10 PRE APP MEETING 1. 11 -03 -10 PRE APP MEETING REV # DATE DESCRIPTION SEAL ROGER HANSROTE, ARCHITECT FLAR # 14300 JOB NUMBER:2010 -66 DATE:11 -03 -10 DRAWN BY:JMD APPROVED BY:RH SHEET TITLE PROPOSED SITE PLAN SHEET NUMBER i -a Al 1 EXISTING SECOND FLOOR PLAN SCALE: 1/4" = V -0" . rchitectural onsultants ARCHITECTURE / DESIGN Lic. No. 26002046 205 Worth Avenue, Suite 301 Palm Beach, Florida 33480 Phone 561 - 655 -0674 Fax 561 -833 9853 ADDITIONS TO 4 DRIFTWOOD LANDING GULF STREAM, FLORIDA CONTRACTOR AND ALL SUBCONTRACTORS PERFORMING ANY WORK ON THIS PROJECT ARE TO VISIT THE SITE AND VERIFY ALL MEASUREMENTS INCLUDING BUT NOT LIMITED TO BUILDING HEIGHTS, ROOF SLOPES, ROOM DIMENSIONS ETC. TO CONFIRM ALL EXISTING CONDITIONS BEFORE ORDERING OR FABRICATING ANY MATERIALS. CONTRACTOR SHALL REPORT ANY INCONSISTENCIES WITH THE CONSTRUCTION DOCUMENTS TO THE ARCHITECT BEFORE CONTINUING WORK. APPROVED SE IF' Qui A- 2 0 4. 4. 3 -2 -11 SUBMITTAL REVISIONS 3. 1 -28 -11 ARCH REVIEW SUBMITTAL 2. 12 -16 -10 PRE APP MEETING 1. 11 -03 -10 PRE APP MEETING REV # DATE DESCRIPTION SEAL ROGER HANSROTE, ARCHITECT FLAR # 14300 JOB NUMBER:2010 -66 DATE: 11 -03 -10 DRAWN BY:JMD APPROVED BY:RH SHEET TITLE EXISTING FLOOR PLANS SHEET NUMBER A2 PROPOSED FIRST FLOOR PLAN SCALE: 1/4" = 1' -0" Irchitecturai onsultants nc. ARCHITECTURE / DESIGN Lic. No. 26002046 205 Worth Avenue, Suite 301 Palm Beach, Florida 33480 Phone 561 - 655 -0674 Fax 561 -833 9853 ADDITIONS TO 4 DRIFTWOOD LANDING GULF STREAM, FLORIDA CONTRACTOR AND ALL SUBCONTRACTORS PERFORMING ANY WORK ON THIS PROJECT ARE TO VISIT THE SITE AND VERIFY ALL MEASUREMENTS INCLUDING BUT NOT LIMITED TO BUILDING HEIGHTS, ROOF SLOPES, ROOM DIMENSIONS ETC. TO CONFIRM ALL EXISTING CONDITIONS BEFORE ORDERING OR FABRICATING ANY MATERIALS. CONTRACTOR SHALL REPORT ANY INCONSISTENCIES WITH THE CONSTRUCTION DOCUMENTS TO THE ARCHITECT BEFORE CONTINUING WORK. IN 1+: 5 u 4 9� 4. 3 -2 -11 SUBMITTAL REVISIONS 3. 1 -28 -11 ARCH REVIEW SUBMITTAL 2. 12 -16 -10 PRE APP MEETING 1. 11 -03 -10 PRE APP MEETING REV # DATE DESCRIPTION SEAL ROGER HANSROTE, ARCHITECT FLAB # 14300 JOB NUMBER:2010 -66 DATE: 11 -03 -10 DRAWN BY:JMD APPROVED BY:RH SHEET TITLE PROPOSED FIRST FLOOR PLAN SHEET NUMBER s A3 PROPOSED SECOND FLOOR PLAN SCALE: 1/4" = V -0" . rchitectural onsultants nc. ARCHITECTURE / DESIGN Lic. No. 26002046 205 Worth Avenue, Suite 301 Palm Beach, Florida 33480 Phone 561- 655 -0674 Fax 561 - 833 1853 ADDITIONS TO 4 DRIFTWOOD LANDING GULF STREAM, FLORIDA CONTRACTOR AND ALL SUBCONTRACTORS PERFORMING ANY WORK ON THIS PROJECT ARE TO VISIT THE SITE AND VERIFY ALL MEASUREMENTS INCLUDING BUT NOT LIMITED TO BUILDING HEIGHTS, ROOF SLOPES, ROOM DIMENSIONS ETC. TO CONFIRM ALL EXISTING CONDITIONS BEFORE ORDERING OR FABRICATING ANY MATERIALS, CONTRACTOR SHALL REPORT ANY INCONSISTENCIES WITH THE CONSTRUCTION DOCUMENTS TO THE ARCHITECT BEFORE CONTINUING WORK. A4 i " fi. ) y a 2M� �J a N I A R .w. 4. 3 -2 -11 SUBMITTAL REVISIONS 3. 1 -28 -11 ARCH REVIEW SUBMITTAL 2. 12 -16 -10 PRE APP MEETING 1. 11 -03 -10 PRE APP MEETING REV # DATE DESCRIPTION SEAL ROGER HANSROTE, ARCHITECT FLAR # 14300 JOB NUMBER :2010 -66 DATE:11 -03 -10 DRAWN BY:JMD APPROVED BY:RH SHEET TITLE PROPOSED SECOND FLOOR PLAN SHEET NUMBER A4 PROPOSED ROOF PLAN SCALE: 1/4" = 1' -0" rchitectural onsultants nc. ARCHITECTURE / DESIGN Lic. No. 26002046 205 Worth Avenue, Suite 301 Palm Beach, Florida 33480 Phone 561 -655 -0674 Fax 561 -833 9853 ADDITIONS TO 4 DRIFTWOOD LANDING GULF STREAM, FLORIDA CONTRACTOR AND ALL SUBCONTRACTORS PERFORMING ANY WORK ON THIS PROJECT ARE TO VISIT THE SITE AND VERIFY ALL MEASUREMENTS INCLUDING BUT NOT LIMITED TO BUILDING HEIGHTS, ROOF SLOPES, ROOM DIMENSIONS ETC. TO CONFIRM ALL EXISTING CONDITIONS BEFORE ORDERING OR FABRICATING ANY MATERIALS. CONTRACTOR SHALL REPORT ANY INCONSISTENCIES WITH THE CONSTRUCTION DOCUMENTS TO THE ARCHITECT BEFORE CONTINUING WORK. X�ia i' V! , � . r A<_ 4. 3 -2 -11 SUBMITTAL REVISIONS 3. 1 -28 -11 ARCH REVIEW SUBMITTAL 2. 12 -16 -10 PRE APP MEETING 1. 11 -03 -10 PRE APP MEETING REV # DATE DESCRIPTION SEAL ROGER HANSROTE, ARCHITECT FLAB # 14300 JOB NUMBER:2010 -66 DATE:11 -03 -10 DRAWN BY:JMD APPROVED BY: RH SHEET TITLE 0 l • 0 • SHEET NUMBER A5 M I t1J 1 a v 1 0 1 _ .� . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . — . _ . _ . _ . _ . _ . _ . y _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . — . — . — . — . — � . — NINE EASE . no! _ —MEN MEN � EASE ITMEM- EASE ® _ i i EXISTING FRONT ELEVATION I- PROPOSED FRONT ELEVATION ...... ...... ...... ...... ...... ----- -------------- _._._._._._._._._._._._._._ _._._._._._._._.:�. _ . 1:11:1E]EI 1:11:11:11 CC ❑ ❑❑ � ❑CCC EIEIEIEIF� DE11:11:10 SCALE: 1/4" = 1' -0" a O co r\� tl1 CU Irchitectural onsultants nc. ARCHITECTURE / DESIGN Lic. No. 26002046 205 Worth Avenue, Suite 301 Palm Beach, Florida 33480 Phone 561 - 655 -0674 Fax 561 -833 9853 ADDITIONS TO 4 DRIFTWOOD LANDING GULF STREAM, FLORIDA CONTRACTOR AND ALL SUBCONTRACTORS PERFORMING ANY WORK ON THIS PROJECT ARE TO VISIT THE SITE AND VERIFY ALL MEASUREMENTS INCLUDING BUT NOT LIMITED TO BUILDING HEIGHTS, ROOF SLOPES, ROOM DIMENSIONS ETC. TO CONFIRM ALL EXISTING CONDITIONS BEFORE ORDERING OR FABRICATING ANY MATERIALS. CONTRACTOR SHALL REPORT ANY INCONSISTENCIES WITH THE CONSTRUCTION DOCUMENTS TO THE ARCHITECT BEFORE CONTINUING WORK. z; ✓ �xx rte` 4. 3 -2 -11 SUBMITTAL REVISIONS 3. 1 -28 -11 ARCH REVIEW SUBMITTAL 2. 12 -16 -10 PRE APP MEETING 1. 11 -03 -10 PRE APP MEETING REV # DATE DESCRIPTION SEAL a c a 1 ROGER HANSROTE, ARCHITECT FLAR# 14300 JOB NUMBER:2010 -66 _ DATE:11 -03 -10 DRAWN BY:JMD ❑ ❑� ❑ ❑ ❑ ❑ ❑❑ ED ❑�� APPROVED BY:RH 0 EFJ�C�❑ EED ❑❑ DEDDL_j o SHEET TITLE [:IF-][:][:][-] E]DEDE 1:11:1-1:1] 1:11:1E]EID [:][:]Ell:]H FRONT ELEVATIONS SCALE: 1/4" = V -0" SHEET NUMBER '% A6 ft -40 C 1 0 N CU r-4M C I D I CM cu --e — - — - — - — - — - — - — - — - — -- I-= - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — 1 -4-- - - * — I — I — I — I — I — I — * —%%.L — * — I — PROPOSED REAR ELEVATION -- — - — - — - — - — - — - — - — - - - ----- -- -- • - - - -- — - —. - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — -- MEMO M ME MEMM 1 2 ME 111MM ■ M MEN MEN IN ON ONE MEN 1M 0 IN 101 IN N! moon L M IN IN IN IN IN NEON moil, I—ILI I SCALE: 1/4" = V-0" . ..... ...... �j j00 MENNEN MENEEN SCALE: 1/4" = V-0" I co RJ -,I-% rch itectu I-E onsultants ]Inc. ARCHITECTURE / DESIGN Lic. No. 26002046 205 Worth Avenue, Suite 301 Palm Beach, Florida 33480 Phone 561-655-0674 Fax 561-833 9853 ADDITIONS TO 4 DRIFTWOOD LANDING GULF STREAM, FLORIDA CONTRACTOR AND ALL SUBCONTRACTOR PERFORMING ANY WORK ON THIS PROJECT ARE TO VISIT THE SITE AND VERIFY ALL MEASUREMENT'S INCLUDING BUT NOT LIMITED TO BUILDING HEIGHT ROOF SLOPES, ROOM DIMENSIONS ETC- TO CONFIRM ALL EXISTING CONDITIONS BEFORE ORDERING OR FABRICATING AN' MATERIALS. CONTRACTOR SHALL REPOR ANY INCONSISTENCIES WITH THE CONSTRUCTION DOCUMENTS TO THE ARCHITECT BEFORE CONTINUING WORK. to Pte_ pa N GO-T 4. 3-2-11 SUBMITTAL REVISION: 3. 1-28-11 ARCH REVIEW SUBMIT 2. 12-16-10 PRE APP MEETING 1. 11-03-10 PRE APP MEETING REV # DATE DESCRIPTION ROGER HANSROTE, ARCHITECT FLAR # 14300 JOB NUMBER:2010-66 DATE: 11-03-10 DRAWN BY:JMD APPROVED BY:RH SHEET TITLE REAR ELEVATIONS SHEET NUMBER A7 E r7 i ...... 1.4 ------ ------ ------ ------- [-I. -1-� -- — - — - — - — - — - — - — - — - - - ----- -- -- • - - - -- — - —. - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — -- MEMO M ME MEMM 1 2 ME 111MM ■ M MEN MEN IN ON ONE MEN 1M 0 IN 101 IN N! moon L M IN IN IN IN IN NEON moil, I—ILI I SCALE: 1/4" = V-0" . ..... ...... �j j00 MENNEN MENEEN SCALE: 1/4" = V-0" I co RJ -,I-% rch itectu I-E onsultants ]Inc. ARCHITECTURE / DESIGN Lic. No. 26002046 205 Worth Avenue, Suite 301 Palm Beach, Florida 33480 Phone 561-655-0674 Fax 561-833 9853 ADDITIONS TO 4 DRIFTWOOD LANDING GULF STREAM, FLORIDA CONTRACTOR AND ALL SUBCONTRACTOR PERFORMING ANY WORK ON THIS PROJECT ARE TO VISIT THE SITE AND VERIFY ALL MEASUREMENT'S INCLUDING BUT NOT LIMITED TO BUILDING HEIGHT ROOF SLOPES, ROOM DIMENSIONS ETC- TO CONFIRM ALL EXISTING CONDITIONS BEFORE ORDERING OR FABRICATING AN' MATERIALS. CONTRACTOR SHALL REPOR ANY INCONSISTENCIES WITH THE CONSTRUCTION DOCUMENTS TO THE ARCHITECT BEFORE CONTINUING WORK. to Pte_ pa N GO-T 4. 3-2-11 SUBMITTAL REVISION: 3. 1-28-11 ARCH REVIEW SUBMIT 2. 12-16-10 PRE APP MEETING 1. 11-03-10 PRE APP MEETING REV # DATE DESCRIPTION ROGER HANSROTE, ARCHITECT FLAR # 14300 JOB NUMBER:2010-66 DATE: 11-03-10 DRAWN BY:JMD APPROVED BY:RH SHEET TITLE REAR ELEVATIONS SHEET NUMBER A7 �� I I i j i I v ao EXISTING LEFT' SIDE ELEVATION PROPOSED LEFT SIDE ELEVATION SCALE: 1/4" = V -0" SCALE: 1/4" = V -0" v f a v OD clu Irchitectural onsultants nc. ARCHITECTURE / DESIGN Lic. No. 26002046 205 Worth Avenue, Suite 301 Palm Beach, Florida 33480 Phone 561 - 655 -0674 Fax 561 -833 9853 ADDITIONS TO 4 DRIFTWOOD LANDING GULF STREAM, FLORIDA CONTRACTOR AND ALL SUBCONTRACTORS PERFORMING ANY WORK ON THIS PROJECT ARE TO VISIT THE SITE AND VERIFY ALL MEASUREMENTS INCLUDING BUT NOT LIMITED TO BUILDING HEIGHTS, ROOF SLOPES, ROOM DIMENSIONS ETC. TO CONFIRM ALL EXISTING CONDITIONS BEFORE ORDERING OR FABRICATING ANY MATERIALS. CONTRACTOR SHALL REPORT ANY INCONSISTENCIES WITH THE CONSTRUCTION DOCUMENTS TO THE ARCHITECT BEFORE CONTINUING WORK. a 0 r, t ��fi %p ., 2 4. 3 -2 -11 SUBMITTAL REVISIONS 3. 1 -28 -11 ARCH REVIEW SUBMITTAL 2. 12 -16 -10 PRE APP MEETING 1. 11 -03 -10 PRE APP MEETING REV # DATE DESCRIPTION 11 '3 ROGER HANSROTE, ARCHITECT FLAR # 14300 JOB NUMBER:2010 -66 DATE: 11 -03 -10 DRAWN BY:JMD APPROVED BY:RH SHEET TITLE LEFT SIDE ELEVATIONS SHEET NUMBER EXISTING RIGHT SIDE ELEVATION -- — - — - — - — - — --- — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - SCALE: 1/4" = 1'-0" PROPOSED RIGHT SIDE ELEVATION SCALE: 1/4" = V-0" rch itectu ra I onsultants nc. ARCHITECTURE / DESIGN Lfc. No. 26002046 205 Worth Avenue, Suite 301 Palm Beach, Florida 33480 Phone 561-655-0674 Fax 561-833 9853 ADDITIONS TO 4 DRIFTWOOD LANDING GULF STREAM, FLORIDA CONTRACTOR AND ALL SUBCONTRACTORS PERFORMING ANY WORK ON THIS PROJECT ARE TO VISIT THE SITE AND VERIFY ALL MEASUREMENTS INCLUDING BUT NOT LIMITED TO BUILDING HEIGHTS, ROOF SLOPES, ROOM DIMENSIONS ETC. TO CONFIRM ALL EXISTING CONDITIONS BEFORE ORDERING OR FABRICATING ANY MATERIALS. CONTRACTOR SHALL REPORT ANY INCONSISTENCIES WITH THE CONSTRUCTION DOCUMENTS TO THE ARCHITECT BEFORE CONTINUING WORK. I'P rip p� 'Tf 4. 3-2-11 SUBMITTAL REVISIONS 3. 1-28-11 ARCH REVIEW SUBMITTAL 2. 12-16-10 PRE APP MEETING 1. 11-03-10 PRE APP MEETING REV # DATE DESCRIPTION SEAL ROGER HANSROTE, ARCHITECT FLAR #14300 JOB NUMBER:2010-66 DATE:11-03-10 DRAWN BY:JMD APPROVED BY:RH SHEET TITLE PROPOSED LEFT & RIGHT SIDE ELEVATIONS SHEET NUMBER iu N EXISTING GUEST HOUSE RIGHT SIDE ELEVATION SCALE: 1/4" = V -0" PROPOSED GUEST HOUSE RIGHT SIDE ELEVATION SCALE: 1/4" = V -0" EXISTING GUEST HOUSE LEFT SIDE ELEVATION SCALE: 1/4" = V -0" PROPOSED GUEST HOUSE LEFT SIDE ELEVATION SCALE: 1/4" = 1' -0" Irchitectural onsultants nc. ARCHITECTURE / DESIGN Lie. No. 26002046 205 Worth Avenue, Suite 301 Palm Beach, Florida 33480 Phone 561 - 655 -0674 Fax 561 -833 9853 ADDITIONS TO 4 DRIFTWOOD LANDING GULF STREAM, FLORIDA CONTRACTOR AND ALL SUBCONTRACTORS PERFORMING ANY WORK ON THIS PROJECT ARE TO VISIT THE SITE AND VERIFY ALL MEASUREMENTS INCLUDING BUT NOT LIMITED TO BUILDING HEIGHTS, ROOF SLOPES, ROOM DIMENSIONS ETC. TO CONFIRM ALL EXISTING CONDITIONS BEFORE ORDERING OR FABRICATING ANY MATERIALS. CONTRACTOR SHALL REPORT ANY INCONSISTENCIES WITH THE CONSTRUCTION DOCUMENTS TO THE ARCHITECT BEFORE CONTINUING WORK. U� t s�Gkr 4. 3 -2 -11 SUBMITTAL REVISIONS 3. 1 -28 -11 ARCH REVIEW SUBMITTAL 2. 12 -16 -10 PRE APP MEETING 1. 11 -03 -10 PRE APP MEETING I 1 - 'S REV # DATE DESCRIPTION SEAL ROGER HANSROTE, ARCHITECT FLAR # 14300 JOB NUMBER:2010 -66 DATE:11 -03 -10 DRAWN BY :JMD APPROVED BY:RH SHEET TITLE GUEST HOUSE SIDE ELEVATIONS SHEET NUMBER A10 t 1 I I 1 i I 1 t 1 t t SITE AREAS NO SCALE 1ST FLOOR BUILDING AREAS `1 ••' 'I j I EFFECTIVE LOT AREA �\ 21,606 SF NO SCALE HARDSCAPE AREA 5,815 SF ; LANDSCAPE AREA 11,092 SF 1ST FLOOR LIVING AREA V� \\ 3,835 SF NO SCALE 1ST FLOOR COVERED AREA 304 SF GARAGE AREA 842 SF 2ND FLOOR LIVING AREA 1,934 SF 2ND FLOOR COVERED AREA 161 SF FN Irchitectural onsultants nc. ARCHITECTURE / DESIGN Lic. No. 26002046 205 Worth Avenue, Suite 301 Palm Beach, Florida 33480 Phone 561- 655 -0674 Fax 561 -833 9853 ADDITIONS TO 4 DRIFTWOOD LANDING GULF STREAM, FLORIDA CONTRACTOR AND ALL SUBCONTRACTORS PERFORMING ANY WORK ON THIS PROJECT ARE TO VISIT THE SITE AND VERIFY ALL MEASUREMENTS INCLUDING BUT NOT LIMITED TO BUILDING HEIGHTS, ROOF SLOPES, ROOM DIMENSIONS ETC. TO CONFIRM ALL EXISTING CONDITIONS BEFORE ORDERING OR FABRICATING ANY MATERIALS. CONTRACTOR SHALL REPORT ANY INCONSISTENCIES WITH THE CONSTRUCTION DOCUMENTS TO THE ARCHITECT BEFORE CONTINUING WORK. 20141 ',ULr- - T RE D ,j, FL t e's NO SCALE HARDSCAPE AREA 5,815 SF ; LANDSCAPE AREA 11,092 SF 1ST FLOOR LIVING AREA V� \\ 3,835 SF NO SCALE 1ST FLOOR COVERED AREA 304 SF GARAGE AREA 842 SF 2ND FLOOR LIVING AREA 1,934 SF 2ND FLOOR COVERED AREA 161 SF FN Irchitectural onsultants nc. ARCHITECTURE / DESIGN Lic. No. 26002046 205 Worth Avenue, Suite 301 Palm Beach, Florida 33480 Phone 561- 655 -0674 Fax 561 -833 9853 ADDITIONS TO 4 DRIFTWOOD LANDING GULF STREAM, FLORIDA CONTRACTOR AND ALL SUBCONTRACTORS PERFORMING ANY WORK ON THIS PROJECT ARE TO VISIT THE SITE AND VERIFY ALL MEASUREMENTS INCLUDING BUT NOT LIMITED TO BUILDING HEIGHTS, ROOF SLOPES, ROOM DIMENSIONS ETC. TO CONFIRM ALL EXISTING CONDITIONS BEFORE ORDERING OR FABRICATING ANY MATERIALS. CONTRACTOR SHALL REPORT ANY INCONSISTENCIES WITH THE CONSTRUCTION DOCUMENTS TO THE ARCHITECT BEFORE CONTINUING WORK. 20141 ',ULr- - T RE D ,j, FL 4. 3 -2 -11 SUBMITTAL REVISIONS 3. 1 -28 -11 ARCH REVIEW SUBMITTAL 2. 12 -16 -10 PRE APP MEETING 1. 11 -03 -10 PRE APP MEETING REV # DATE DESCRIPTION SEAL ROGER HANSROTE, ARCHITECT FLAR # 14300 JOB NUMBER:2010 -66 DATE:11 -03 -10 DRAWN BY:JMD APPROVED BY: RH SHEET TITLE AREA DIAGRAMS SHEET NUMBER All t e's 4. 3 -2 -11 SUBMITTAL REVISIONS 3. 1 -28 -11 ARCH REVIEW SUBMITTAL 2. 12 -16 -10 PRE APP MEETING 1. 11 -03 -10 PRE APP MEETING REV # DATE DESCRIPTION SEAL ROGER HANSROTE, ARCHITECT FLAR # 14300 JOB NUMBER:2010 -66 DATE:11 -03 -10 DRAWN BY:JMD APPROVED BY: RH SHEET TITLE AREA DIAGRAMS SHEET NUMBER All . rchitectural onsultants nc. ARCHITECTURE J DESIGN Lic. No. 26002046 205 Worth Avenue, Suite 301 Palm Beach, Florida 33480 Phone 561- 655 -0674 Fax 561 -833 9853 ADDITIONS TO 4 DRIFTWOOD LANDING GULF STREAM, FLORIDA CONTRACTOR AND ALL SUBCONTRACTORS PERFORMING ANY WORK ON THIS PROJECT ARE TO VISIT THE SITE AND VERIFY ALL MEASUREMENTS INCLUDING BUT NOT LIMITED TO BUILDING HEIGHTS, ROOF SLOPES, ROOM DIMENSIONS ETC. TO CONFIRM ALL EXISTING CONDITIONS BEFORE ORDERING OR FABRICATING ANY MATERIALS. CONTRACTOR SHALL REPORT ANY INCONSISTENCIES WITH THE CONSTRUCTION DOCUMENTS TO THE ARCHITECT BEFORE CONTINUING WORK. 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Yh+ rrn.'+ vC" � ♦YYa lM9 Cr Yyr..a. -� 3- � �..r..... .r Jwr-•L•)^ l 4'iJa.r� �• - "�`w'A'•<� r ... k'° . ^ T'e. S' 1 _ C •^r.G< r T �t d �jr. . ,I -% rch itectu ra l onsultants nc. ARCHITECTURE / DESIGN Lic. No. 26002046 205 Worth Avenue, Suite 301 Palm Beach, Florida 33480 Phone 561- 655 -0674 Fax 561 -833 9853 ADDITIONS TO 4 DRIFTWOOD LANDING GULF STREAM, FLORIDA CONTRACTOR AND ALL SUBCONTRACTORS PERFORMING ANY WORK ON THIS PROJECT ARE TO VISIT THE SITE AND VERIFY ALL MEASUREMENTS INCLUDING BUT NOT LIMITED TO BUILDING HEIGHTS, ROOF SLOPES, ROOM DIMENSIONS ETC. TO CONFIRM ALL EXISTING CONDITIONS BEFORE ORDERING OR FABRICATING ANY MATERIALS, CONTRACTOR SHALL REPORT ANY INCONSISTENCIES WITH THE CONSTRUCTION DOCUMENTS TO THE ARCHITECT BEFORE CONTINUING WORK. APPROVED SET �xY - D _ � Ru"� y� 3. 1 -28 -11 ARCH REVIEW SUBMITTAL 2. 12 -16 -10 PRE APP MEETING 1. 11 -03 -10 PRE APP MEETING REV # DATE DESCRIPTION ROGER HANSROTE ARCHITECT FLAB # 14300 JOB NUMBER: 2010 -66 DATE:11 -03 -10 DRAWN BY:JMD APPROVED BY:RH SHEET TITLE RENDERING SHEET NUMBER A13 ` � 1 ) T-e ` O loon cepef, 3 CIA, - fnm to r (b3 ' ur �, - �' •,-, ' .' �' _s "` r �'' " - . f .ems. �i� -p <e,F .. '< �� <' � ' - ,�'ar #+i:� 3�! # t`. • ! , `� q:.. -• a �. � �j . � � �'�* �:..¢. �.. Ms a sRS�a� +�Et�ta���a� F 1 RN V . � -.. �}u a asss� a re_�sa s =�' -. �„ :�: � �4"� -- ,..,:," -.. • � - #as y ''f� _ IS�m p 1 713 L11-3, a u C. Pr _ � tO 5&pmu 3,44 24-bc , EXISTING LANDSCAPE PLAN ' Pa ( ";_ 4 cfez�, ate" ," V�,nc, 74w 3 tam ).ea ill Caftsem 3 C-11611 2171=1 z ".3 CIA. Y C Tessa i ,. ht, b"C t • . , CV5V5 1-a 3 T `k 07) P q OdCO'AA 'ZA' s L ,2�� tcl p k ° , "nA g R-�,,M paw %kg' s ^ V �d y 4' pads, 4 '';u' vW dwM Ofci -k ?%, Oat (3j, C ,c r'�-�,`'� i'rscsror4: (291 w' thwl `l d 119 �n -pw �`set d t tn t spy is m r4q ,e 0i deg* orclmoi, 0p, EN-vicwtop Oikw , Al e i i C y.�CA' e" Aa%Lr4,,,jn feces F . t h&t cka CyAt t C4x _ free fern -t a_j ss NA e'er 7` 14 "- k F fig' � s x s Mhencma !A fl y , *�" s. L SCALE: 1/16" = V -0" PLAN PREPARED OCTOBER 2004 BY: SANCHEZ & MADDUX INC. LANDSCAPE ARCHITECTURE 140 ROYAL PALM WAY PALM BEACH, FL 33480 0- 561.655.9006 F -561- 655 -9007 — 11 -3 rch itectu ra I onsultants nc. ARCHITECTURE / DESIGN Lic. No. 26002046 205 Worth Avenue, Suite 301 Palm Beach, Florida 33480 Phone 561 -655 -0674 Fax 561 -833 9853 ADDITIONS TO 4 DRIFTWOOD LANDING GULF STREAM, FLORIDA CONTRACTOR AND ALL SUBCONTRACTORS PERFORMING ANY WORK ON THIS PROJECT ARE TO VISIT THE SITE AND VERIFY ALL MEASUREMENTS INCLUDING BUT NOT LIMITED TO BUILDING HEIGHTS, ROOF SLOPES, ROOM DIMENSIONS ETC. TO CONFIRM ALL EXISTING CONDITIONS BEFORE ORDERING OR FABRICATING ANY MATERIALS. CONTRACTOR SHALL REPORT ANY INCONSISTENCIES WITH THE CONSTRUCTION DOCUMENTS TO THE ARCHITECT BEFORE CONTINUING WORK. A Air ell �.v � z , 4 1( 3. 1 -28 -11 ARCH REVIEW SUBMITTAL 2. 12 -16 -10 PRE APP MEETING 1. 11 -03 -10 PRE APP MEETING REV # DATE DESCRIPTION SEAL ROGER HANSROTE, ARCHITECT FLAR # 14300 JOB NUMBER:2010 -66 DATE:11 -03 -10 DRAWN BY:JMD APPROVED BY:RH SHEET TITLE EXISTING LANDSCAPE PLAN SHEET NUMBER t �