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.:SoV05_ 0' St. Na Date �, FL pprovatl L-OT 4 LOT 3 BLOCK BLOCK THIS SLI S89053'28"E 50.00' LOCAMM MAP NOT TO SCALE LOT 2 BLOCK 6 , 1'2', LOT 6 BLOCK 6 PROP. CONC. PAD Cr I 25 32.05' 9.00 UNDER CONSTRUCTION. LOT 5 ONE STORY M LOT 7 o BLOCK 6 C BUILDING o BLOCK 6 MODEL 1348_L Lo 32.00'x56.00' m TOP OF FORM 5.32 EL.=(24.61') 9.01' 7 M o PROP. e COVERED C9.00'J' ? cN,1 Co PAVER CC 00 3'x3• ENTRY CC CONC. A/C NO RECESS BOARDS AT O C /C TIME OF a y U) SURVEY n d i TOP OF FORM S ELEVATION WILL BE (24.73') s WITH ADDITION OF RECESS BOARDS 26.60" (24.61'+0.12'=24.73') 9.04' (OPEN7 PROP. — —_ —� PAVER � DRIVE I� I S89°53'28"E 50.00' T PROP. 4' CONC. S/W WINDRIFT CIRCLE \°3 35' R/W S• PROP. 20' ASPHALT All 2 1 2007 SLANNE9 BY St. Lucie County LIGHT POLE LEGEND ® ELECTRIC TRANSFORMER PAD ".d CATCH BASIN (9) MANHOLE, SANITARY SEWER 0 CABLE JUNCTION BOX Q) MANHOLE, STORM SEWER CENTERUNE A NAIL & TIN TAB ELECTRIC SERVICE • PERMANENT CONTROL POINT LEVATION, AS -BUILT ELEVATION, OO PERMANENT REFERENCE 'MONUMENT '-- PROPOSED © GAS- METER' - W'FLOWARROW ■ TELEPHONE JUNCTION BOX O I/R & C LB 2936, SET 1/2" ❑ WATER METER ❑° CLEAN OUT f- 4 BACKFLOW PREVENTER FORMBOARD,SPOT" 1808/05 07-17-08 DO LMC ADDENDUM, - DATE BY CK'D PALM BREEZES JOB NUMBER 060210 SCALE = 1"=20' SHEET 2 OF 2 SHEETS CARNAHAN•PROCTOR•CROSS.INC. CERTIFICATE OF AUTHORIZATION NO. LB 2936 1061 EAST INDIANTOWN RD. SUITE 100, JUPITER. FL. 33477 PHONE (561)799-5515 FAX (561)799-5643: WEBSITE :www.carnahan-proctoccom SKETCH OF CONSTRUCTION LAYOUT, SURVEY (FORMBOARD SPOT) r,I, LEGAL DESCRIPTION LOT 6, BLOCK 6 OF "PALM BREEZES CLUB", ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 49 AT PAGES 32 THROUGH 35 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. NOTES 1. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 2. THIS SKETCH IS THE PROPERTY OF CARNAHAN-PROCTOR-CROSS, INC., AIVD SHALL NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION, 3. THE LANDS SHOWN HEREON ARE SUBJECT TO ALL EASEMENTS, RESERVAT-IONS, RIGHTS -OF -WAY, AND RESTRICTIONS OF RECORD OF THE PUBLIC RECORDS OF SAINT LUCIE COUNTY. 4. ALL EASEMENTS SHOWN HEREON ARE PER THE REFERENCED PLAT UNLESS OTHERWISE NOTED. 5. THIS SKETCH WAS PREPARED WITHOUT BENEFIT OF A TITLE SEARCH,:FOFR INFORMATION CONCERNING RIGHTS -OF -WAY, EASEMENTS, RESERVATIONS, AND OTHER SIMILAR MATTERS OF PUBLIC RECORD, AN APPROPRIATE TITLE VERIFICATION NEED BE OBTAINED. 6. BUILDING TIES ARE PERPENDICULAR OR RADIAL TO THE BOUNDARY LINES UINLESS OTHERWISE NOTED. 7. BEARINGS SHOWN HEREON ARE BASED ON THE NORTH LINE OF THE NORTIHWEST QUARTER OF SECTION 10, TOWNSHIP 35 SOUTH, RANGE 39 EAST, HAVING A BEARING OF SOUTH 89=44-42" EAST. 8. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NATIONAL GEODETIC VERTICAL DATUM OF 1929 AND ARE BASED ON ST. LUCIE COUNTY ENGINEERING BENCHMARK NUMBER 13, HAVING AN ELEVATION OF 20.085' (NGVD'29). 9. THE ELEVATIONS SHOWN HEREON ARE FOR THE PURPOSE OF INDICATING THE GROUND ELEVATIONS ONLY AT THE POSITIONS SHOWN AND IN NO WAY INDICATE ELEVATIONS AT ANY OTHER POINTS THAN AS SHOWN HEREON. 10. FLOOD INSURANCE RATE MAP (FIRM) INFORMATION: B1. COMMUNITY NAME AND NO: : UNINCORPORATED AREAS 120 285 B2. COUNTY NAME : ST. LUCIE COUNTY B3. STATE : FLORIDA B4. MAP & PANEL NUMBER : 12111CO175 B5. SUFFIX : F B6. FIRM INDEX DATE : 06-30-99 B7. FIRM EFFECTIVE/REVISED DATE : 08-19-91 B8. FLOOD ZONES) : X (OUTSIDE 500 YEAR FLOOD PILAIM B9. BASE FLOOD ELEVATION(S) : N/A 11. ADDRESS: 9708 WINDRIFT CIRCLE, ST. LUCIE, FL, 34945 12. FLOOD ZONE DESIGNATION OBTAINED BY SCALE FROM ABOVE REFENCED FI FRM MAPS TO THE REFERENCED PLAT. 13. AREA OF THIS PROPERTY IS 4,750 SQUARE FEET (0.11 ACRES), MORE OR LESS. 14. THE POSITIONAL UNCERTAINTY OF THE PHYSICAL SURVEY MONUMENTATION O N THIS SURVEY IS WITHIN +/- 0.13 FEET. 15. DIMENSIONS TO HOUSE FROM THE PROPERTY LINES ARE TO THE BUILDING FOUNDATION AND NOT TO THE STUCCO EXTERIOR. ABBREVIATIONS A = ARC LENGTH EL. = ELEVATION Nrr = NAIL AND TAB A/C = AIR CONDITIONER SLAB F.F. = FINISHED FLOOR O.R.B. = OFFICIAL RECORD BOOK AE. = ACCESS EASEMENT F.P.E. = FLOOD PLANE EASEMENT P.B. - PLAT BOOK ADJ =ADJACENT F.P.L = FLORIDA POWER B LIGHT CO. P.B.C.R. = PALM BEACH COUNTY RECORDS B.E. = BUFFER EASEMENT FND. = FOUND P.0.8. = POINT OF BEGINNING B.D.I.C. =BRASS DISC IN CONCRETE GAR. = GARAGE P.O.C. = POINT OF COMMENCEMENT (C) C.AT.V. = CALCULATED = CABLE JUNCTION BOX H.C. = HANDICAPPED P.R.M. = PERMANENT REFERENCE MONUMENT IIR & C = IRON ROD AND CAP PROP. = PROPOSED C.B.S. = CONCRETE BLOCK STRUCTURE VR = IRON ROD PVMT. = PAVEMENT C.L.F. = CHAIN LINK FENCE IRR = IRRIGATION R = RADIUS C.M.E. = CANAL MAINTENANCE EASEMENT I.A.E. = LIMITED ACCESS EASEMENT RAW = RIGHT-OF-WAY CH. = CHORD LE = LANDSCAPE EASEMENT SAW = SIDEWALK CONC. = CONCRETE L.M.E. = LAKE MAINTENANCE EASEMENT :STY. = STORY D = DELTA (CENTRAL ANGLE) (M) = MEASURED V.O.B. = TOP OF BANK D.E. = DRAINAGE EASEMENT. N.G.V.D. = NATIONAL GEODETIC VERTICAL DATUM U.E. = UTILITY EASEMENT E.O.P. = EDGE OF PAVEMENT' „ N.T.S. = NOT TO SCALE E.O.W. = EDGE OF WATER ' NID = NAIL AND DISK SURVEYOR'S CERTIFICATION I HEREBY CERTIFY THAT THE SURVEY SHOWN HEREON COMPLIES WITH MINIMUM TECHNICAL STANDARD OR SURVEYS AS CONTAINED IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE, 1 PURSU N SECTI �472.027, FLORIDA STATUTES. JUL 1 8 Z008 I enlnnM nn nonce PROFESSIONAL SURVEYOR AND MAPPER FLORIDA LICENSE NO. LS 3348 DATE OF LAST FIELDWORK: 07-16-08 PALM BREEZES CLUB — LOT 6 BLOCK 6 I JOB NO.: 060210 I DATE: 07-18-08 SHEET 2 OF 2 SHEETS w acad_projects1060210_palm breezesVegals1b6lot6.doc 0 Ogo5'oat );2 LOT 4 LOT 3 BLOCK 6 BLOCK 6 LOT 5 BLOCK 6 O O Lo 0) 3'x3' CONC. A/C (V PAD M O O o co ��e) THIS SUI S89053'28"E 50.00' LOT 6 BLOCK 6 ONE STORY BUILDING MODEL 1348_L 32.00'x56.00' F.F. EL.=(24.73') GAR. EL.=(24.27') COVERE PAVER ENTRY LOCATION MAP NOT TO BCALE LOT 2 BLOCK 6 LOT 7 y o BLOCK 6 U) m I' M EO O O O 00 — ® 0 7.9' (22.74)El I PAVER DRIVE T ^ 27.56 S89053'28"E 50.00' 4' CONC. S/W APRON (??¢flJ WINDRIFT CIRCLE 56.23'(C) �2? �- 50.00'(C) t_ �J 35' R/W 76 20' ASPHALT C � SGMNED o St.Lucilecounty - [FOR-MBLOARD ' r' ' • LIGHT POLE LEGEND ® ELECTRIC TRANSFORMER PAD CATCH BASIN OS MANHOLE, SANITARY SEWER 0 CABLE JUNCTION BOX MANHOLE, STORM SEWER CENTERLINE 0 NAIL & TIN TAB ELECTRIC SERVICE • PERMANENT CONTROL POINT MATION, AS -BUILT ELEVATION, O" PERMANENT REFERENCE MONUMENT PROPOSED Ell GAS •METER «�, FLOW ARROW ■ TELEPHONE JUNCTION BOX O I/R & C LB 2936, SET 1/2° ❑ WATER METER °❑ CLEAN OUT P.} BACKFLOW PREVENTER - _ - INAL SURVEY - 10-31-08 GTN LMC POT 1808/05 07-17-08 DO LMC ADDENDUM DATE BY CK'D PALM BREEZES JOB NUMBER 060210 SCALE = i"=20' SHEET 2 OF 2 SHEETS ® CARNAHAN • PROCTOR • CROSS, INC. CERTIFICATE OF AUTHORIZATION NO. LB 2936 1061 EAST INDIANTOWN RD: SUITE 100, JUPITER, FL. 33477 PHONE(561)799-5515 FAX(561)799-5643: WEBSITE:www.carnahan-proctor.com SKETCH OF BOUNDARY SURVEY (FINAL SURVEY) LEGAL DESCRIPTION LOT 6, BLOCK 6 OF "PALM BREEZES CLUB", ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 49 AT PAGES 32 THROUGH 35 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. NOTES 1. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 2. THIS SKETCH IS THE PROPERTY OF CARNAHAN-PROCTOR-CROSS, INC., AND SHALL NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION. 3. THE LANDS SHOWN HEREON ARE SUBJECT TO ALL EASEMENTS, RESERVATIONS, RIGHTS -OF -WAY, AND RESTRICTIONS OF RECORD OF THE PUBLIC RECORDS OF SAINT LUCIE COUNTY. 4. ALL EASEMENTS SHOWN HEREON ARE PER THE REFERENCED PLAT UNLESS OTHERWISE NOTED. 5. THIS SKETCH WAS PREPARED WITHOUT BENEFIT OF A TITLE SEARCH. FOR INFORMATION CONCERNING RIGHTS -OF -WAY, EASEMENTS, RESERVATIONS, AND OTHER SIMILAR MATTERS OF PUBLIC RECORD, AN APPROPRIATE TITLE VERIFICATION NEED BE OBTAINED. 6. BUILDING TIES ARE PERPENDICULAR OR RADIAL TO THE BOUNDARY LINES UNLESS OTHERWISE NOTED. 7. BEARINGS SHOWN HEREON ARE BASED ON THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 35 SOUTH, RANGE 39 EAST, HAVING A BEARING OF SOUTH 89-44'42" EAST. B. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NATIONAL GEODETIC VERTICAL DATUM OF 1929 AND ARE BASED ON ST. LUCIE COUNTY ENGINEERING BENCHMARK NUMBER 13, HAVING AN ELEVATION OF 20.085' (NGVD'29). 9. THE ELEVATIONS SHOWN HEREON ARE FOR THE PURPOSE OF INDICATING THE GROUND ELEVATIONS ONLY AT THE POSITIONS SHOWN AND IN NO WAY INDICATE ELEVATIONS AT ANY OTHER POINTS THAN AS SHOWN HEREON. 10. FLOOD INSURANCE RATE MAP (FIRM) INFORMATION: 61. COMMUNITY NAME AND NO. : UNINCORPORATED AREAS 120285 B2. COUNTY NAME : ST. LUCIE COUNTY B3. STATE : FLORIDA B4. MAP & PANEL NUMBER : 12111CO175 B5. SUFFIX : F B6. FIRM INDEX DATE : 06-30-99 ST FIRM EFFECTIVE/REVISED DATE : 08.19-91 B8. FLOOD ZONE(S) : X (OUTSIDE 500 YEAR FLOOD PLAIN) B9. BASE FLOOD ELEVATION(S) : N/A 11. ADDRESS: 9708 WINDRIFT CIRCLE, FORT PIERCE, FL, 34945 12. FLOOD ZONE DESIGNATION OBTAINED BY SCALE FROM ABOVE REFENCED FIRM MAPS TO THE REFERENCED PLAT. 13. AREA OF THIS PROPERTY IS 4,750 SQUARE FEET (0.11 ACRES), MORE OR LESS. 14. THE POSITIONAL UNCERTAINTY OF THE PHYSICAL SURVEY MONUMENTATION ON THIS SURVEY IS WITHIN +/- 0.13 FEET. 15. DIMENSIONS TO HOUSE FROM THE PROPERTY LINES ARE TO THE BUILDING FOUNDATION AND NOT TO THE STUCCO EXTERIOR. ABBREVIATIONS A =ARC LENGTH EL. =ELEVATION NIT =NAIL AND TAB A/C = AIR CONDITIONER SLAB F.F. =FINISHED FLOOR O.R.B. = OFFICIAL RECORD BOOK A.E. =ACCESS EASEMENT F.P.E. = FLOOD PLANE EASEMENT P.B. =PLAT BOOK ADJ =ADJACENT F.P.L = FLORIDA POWER B LIGHT CO. P.B.C.R. = PALM BEACH COUNTY RECORDS B.E. = BUFFER EASEMENT FND. = FOUND P.O.B. = POINT OF BEGINNING B.D.I.C. = BRASS DISC IN CONCRETE GAR. = GARAGE P.O.C. = POINT OF COMMENCEMENT (C) = CALCULATED H.C. = HANDICAPPED P.R.M. = PERMANENT REFERENCE MONUMENT CAT.V. = CABLE JUNCTION BOX VRSC = IRONRODANDCAP PROP. = PROPOSED C.B.S. = CONCRETE BLOCK STRUCTURE VR = IRON ROD PVMT. = PAVEMENT C.L.F. = CHAIN LINK FENCE IRR = IRRIGATION R = RADIUS C.M.E. = CANAL MAINTENANCE EASEMENT L.A.E. = LIMITED ACCESS EASEMENT RNV = RIGHT-OF-WAY CH. = CHORD L.E. = LANDSCAPE EASEMENT SNJ = SIDEWALK CONC. = CONCRETE L.M.E = LAKE MAINTENANCE EASEMENT STY. = STORY D = DELTA (CENTRAL ANGLE)' \ (M) = MEASURED T.O.B. = TOPOFBANK D.E. = DRAINAGE EASEMENT N.G.V.D. = NATIONAL GEODETIC VERTICAL DATUM U.E. = UTILITY EASEMENT E.O.P. = EDGE OF PAVEMENT N.T.S. = NOT TO SCALE E.O.W. =EDGEOFWATER WD =NAIL AND DISK , SURVEYOR'S CERTIFICATION I HEREBY CERTIFY THAT THE BOUNDARY SURVEY SHOWN HEREON COMPLIES WITH MINIMUM TECHNICAL STANDARDS FOR 'SURVEYS AS CONTAINED IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIV��ODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. — PROFESSIONAL SURVEYOR AND MAPPER FLORIDA LICENSE NO. LS 3348 DATE OF LAST FIELD WORK: 10.30.08 PALM BREEZES CLUB — LOT 6 BLOCK 6 1 JOB NO.: 060210 1 DATE: 07.18.08 1 SHEET 2 OF 2 SHEETS w:\acad projecls\060210_palm breezesllegals\b6 lot6Ad MAP OFBOUNDAR YSUR VEY FOR: CENTEX HOMES LEGAL DESCRIPTION: Lot 6, Block 6, Palm Breezes Club, according to the Plat thereof as recorded in Plat Book 49, Page 32 through 35, of the Public Records of St. Lucie County, Florida. Said lands situate, lying and being in St. Lucie County, Florida. Containing 4,750 square feet more or less. STREET ADDRESS: 9708 WINDRIFT CIRCLE FORT PIERCE, FLORIDA 256.23 I — — — 750.00' IFT CIRCLE 250 S 895328" E PROPOSED_ 50. jo, 1: 56.23' ASPHALT ROAD LEGEND PROPOSED WAUC 2247 50. 00' S 895328" E �67 D.R.B. OFFICIAL RECORD B" P. C. P. PERMANENT CONfROL, POINT U.E. UTILITY EASEMENT P.C. POINT OF CURVATURE 10.DDJ A E. DRAINAGE EASEMENT P. R. C POINT OF REVERSE CURVATURE P. L PLAT eomE P. at POINT OF INTERSECTION E. P6 PAGE I/P IRON PIPE 18.00' T. D. B TOP OF BANK P. P. POWER PRE E. R W. EDGE OF YAM S/T SWIM TIE > v NATIONAL GE®ETIC VERTICAL DATUM H OVERHEAD vanes — F S(L R. SODARE FEET STIR STRADREO S 26.67 R/W RIGHT OF WAY F. P&L FUMIDA POWER L LIGHT CVRD. COVERED D/S DRSR O ! FNIL FOUND ELEM ELECTRIC I/R O IRON ROD RES. RESIDENCE N/D M h NAIL IN DISK REF. REFERENCE p, N/T NAIL IN TAB CRLST. CRISTRUCTION CM CONCRETE CALCULATED g H (M) EL. R. ELEVATION TYPICAL LOT LAYOUT PLAT PLAT P. R R PEND REFERENCE MONUMENT NO MOIL MONUMENT H. W. HAND MI F I FRONT BLDG SETBACK 12.50 FEET TL CENTERLINE D.W.E. DESIGN WATER EL[VATIRI N WA "RE LAKE MID MAINTENANCE EASEMENT ENR) RADIAL LOT7 y ppR— PROP. o, LOTS REAR BLDG SETBACK 10 FEET N. V. `�' ST. A L Ida! -VEHICULAR ACCESS LITS S L C R. ST. LLCIE COUNTY RECoftDS BLOCK 6 3 �. a Y 3 BLOCK6 SIDE BLDG SETBACK 6 FEET B. S. E. SAFE SIGHT EASEMNT P. A E PEDESTRIAN ACCESS EASEMENT _� 5.3 L A E. LIMITED ACCESS EASCMENT o IN➢ICATES PROPOSED WATER SERVICE NNj PROPOSED ONE STORY ON OVERHEAD UTILITY LINES # INDICATES PROPOSED LIGHT PRE b R 3gON F b 0 PROPOSED SANITARY CONNECTION x( INDIGOES PROPOSED FIRE HYDRANT A MODE. 1348-L A 4 PROPOSED ELECTRICAL SERVICE O PROPOSED;FLYISHED O -0 PROPOSED CABLE SERVICE IN➢IGTES PROPOSED ➢RAINgGE MAN TEE O EIEVA"-243 O p4 PROPOSED WATER VALVE ® INDICATES PROPOSED CATCH BASIN y _ 320' � ® PROPOSED FPL PAD OO INDICATES PROPOSED SANITARY RAN 1®.E --�R 9.00� �- PROPOSED FLOW ARROWS ® INDICATES PROPOSED DRAINAGE RAN ICE PADO pD. 21.00' MIN, SETBACK REQ SURVEY NOTES: �% .... 1. BEARINGS SHOWN HEREON ARE BASED ON THE PUT OF PALM BREEZES CLUB, (P.B 49, FRONT 1 A� ••',, 50.00' S 895328"E POS. 32-35, D IMPROVEMENTS23.50 2. BELOW GROUND IMPROVEMENTS AND/OR ENCROACHMENTS IF ANY, WERE NDT LOGTED. 23.90 — �- ',. 3. ELEVATIONS SHOWN HEREON ARE BASED ON THE NATIONAL GEODETIC VERTICAL SIDES DATUM OF 1929. LOT2 4. THE UNDERSIGNED AND DAVID UNDERSIGNED AND t, INC. MAKE NO REPRESENTATIONS OR GUARANTEES CNR SIDES, C ED HER AS TO THE INFORMATION REFLECTED HEREON PERTAINING TO EASEMENTS, RIGHTS OF WAY, BLOCK 6 BLOCK 6 BLOCK 6 _ "i LING, AGREEMENTS AND TOTHER AL MATTERS, AND FURTHER, I THIS INSTRUMENT D NOT INTENDED INTENDED TO REFLECT OR SET FORTH ALL SUCH MATTERS. SUCH INFORMATION SHOULD BE REAR OBTAINED AND CONFIRMED BY OTHERS THROUGH APPROPRIATE TIRE VERIFICATION. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS OF WAY AND OR EASEMENTS OF RECORD. 5. THERE RAS BEEN NO SEARCH OF THE PUBLIC RECORDS PERFORMED BY THIS FIRM. B. THIS SURVEY IS CLASSIFIED A BOUNDARY SURVEY By CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO CHAPTER 472.027, FLORIDA STATUTES, AS AMENDED. 7. THIS MAP OF BOUNDARY SURVEY IS NOT VAUD WITHOUT A SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 8. ALL PROPERTY CORNERS ARE SET 1/2- IRON ROD WITH CAP STAMPED-LB6935- UNLESS OTHERWISE NOTED. 9. BENCHMARK OF ORIGIN: ST. LUCIE COUNTY BENCHMARK LN. & A.: ELEVATION= 45.251 A.,�� 10. THE N.F.I.P. FLOOD MAPS HAVE DESIGNATED THE yyEREON.DESCRIBED, PROPERTY UE WITHIN FLOOD ZONE4.'x".118ASE FLOOD ELEVATION NIA COMMUNITY No. 1202a5, PANELS0175=E,W8H A FIRM EFFECTIVE DATE OF 6 19 9' . REVISIONS DATE I BY LOT 6, BLOCK 6 SEAL 1 11 1 !T' Y A- i T 1' — 30, PALM BREEZES T /�/J{� THEODORE J. DAVID FOR THE FIRM N/A CL lJl! PROFESSIONAL SURVEYOR A58 MAPPER DRAWN BY: FLORIDA REGISTRATION N0. 5621 DAVID & GERCHAR, INC. L 6935 MMM SIGNATURE DATE: ' � Chi CKD 1ST CKD 24I (P.B 49, PAGES 32-35, S.L.C.R.) DATE OF LAST BY: BY: FIELD SURVEY: 03/06/08 AC AC ZNG. JOB NO: 06-196 CAD. FILE: 03/06/08 ROJ. FILE: PALMBREZ LOCATION MAP (N. T.S.) 1r 6 ERCHAR, iNc. SURVEYORS AND MAPPERS 12075 N.W. 40th Street, Bay 1 Coral Springs, Florida 33065 (954)340-4025 • Fax: (954) 340-8584