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HomeMy WebLinkAboutSURVEYSSYMBOLS: ® = CLEANOUT E- = GUY WIRE ANCHOR ® = BACKFLOW PREVENTER ® = CATCH BASIN = CLEANOUT E = ELECTRIC BOX o = BOLLARD ® = MANHOLE = FIRE HYDRANT = LIGHT POLE = SEWER VALVE ® = GREASE MANHOLE Pa = WATER VALVE = WELL ® = WATER METER ti9 = WOOD POWER POLE -a- = SIGN ® = CATCH BASIN INLET CAP PSM" IRON ROD WITH PLASTIC 330 ABBREVIATIONS: A/C = AIR CONDITIONER (C) = CALCULATED CBS = CONCRETE BLOCK STRUCTURE CMP = CORIGATED METAL PIPE CMH = CONFLICT MANHOLE CNF = COULD NOT FIND CONC = CONCRETE CLF = CHAIN LINK FENCE DE = DRAINAGE EASEMENT DEP = DEPARTMENT OF ENVIRONMENTAL PROTECTION DB = DEED BOOK DIP = DUCTILE IRON PIPE FH = FIRE HYDRANT FND = FOUND FPL = FLORIDA POWER & LIGHT IP = IRON PIPE I = INVERT IRC = IRON ROD WITH PLASTIC CAP LB = LICENSE BUSINESS LS = LICENSE SURVEY (M) = MEASURED MHWL = MEAN HIGH WATER LINE MON = MONUMENT ORB = OFFICIAL RECORD BOOK (P) = PLAT PB = PLAT BOOK PG = PAGE PL = PROPERTY LINE POB = POINT OF BEGINNING POC = POINT OF COMMENCEMENT PRM = PERMANENT REFERENCE MONUMENT R/W = RIGHT-OF-WAY RC = RAISED CURB RCP = REINFORCED CONCRETE PIPE RPB = ROAD PLAT BOOK (S) = SURVEY SLP = STOP LIGHT POLE SMH = SANITARY MANHOLE SBTMH = SOUTHERN BELL TELEPHONE'MANHOLt STMH = STORM MANHOLE TB = TRAFFIC BOX TLP = TRAFFIC LIGHT POLE TV = TELEVISION UE = UTILITY EASEMENT WP = WOOD POLE EOII jzj.atr-,V.iazi STOP OF BANK -- N.S.L.R.W.M.D. CANAL NO. 28 (85' RIGHT—OF—WAY) 6-19-06 1 REVISE ACREAGE IN LEGAL AJP DATE: I REVISIONS: BY: Z O z z V) m m 3 c� p0AP. .1� .0� c" 2 d90'00'00"W 2.00' 300"00'00"E 45.00' wLEX"FANDER J. PIAZZA , �. I Surveying • dapping • CGnsulting 619 SW Biltmor(s Street Port St. Lucie, Floc ida 34983 Phone: (772) 340-7770 I-Eje7280 Fax: (772) 340-2250 0 0 2 0 Dafe 1r 11 Apr' ed SAEGER AVE LVV/i I IVIV mmr- NOT TO SCALE LEGAL DESCRIPTION LOTS 20 AND 21 OF LEXINGTON SQUARE ACCORDING TO THE PLAT THEROF, AS RECORDED IN PLAT BOOK 24, PAGE 2 OF THE PUBLIC RECORDS ST. LUCIE COUNTY, FLORIDA. CONTAINING 121,390 SQUARE FEET CR 2.787 ACRES MORE OR LESS A r a �: PERMIT#: SLC-0704-0331 SURVEY REPORT 1. THIS IS A BOUNDARY SURVEY AS DEFINED IN CHAPTER 61G17-6.002(8), FLORIDA ADMINISTRATIVE CODE. 2. LEGAL DESCRIPTION WAS FURNISHED BY CLIENT. 3. BEARING BASIS: S00'00'00"E ALONG THE CENTERLINE OF HANCOCK DRIVE AS SHOWN ON THE PLAT OF LEXINGTON SQUARE AS RECORDED IN PLAT BOOK 24, PAGE 2 OF THE PUBLIC RECORDS ST. LUCIE COUNTY, FLORIDA. 4. THE SUBJECT PROPERTY LIES WITHIN FLOOD ZONE "X", PER FLOOD INSURANCE RATE MAP NO. 1211CO280 F DATED 8-19-1991. 5. THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY. NO SEARCH OF THE PUBLIC RECORDS HAS BEEN PERFORMED BY ALEXANDER J. PIAllA PSM, INC. EASEMENTS OR RESTRICTIONS SHOWN WERE FURNISHED BY HARVEY NEWMAN. 6. THE EXPECTED USE OF THE SUBJECT PROPERTY IS FOR THE CONSTRUCTION OF A COMMERCIAL BUILDING AND FALLS WITHIN THE COMMERCIAL/HIGH RISK CATEGORY AS CLASSIFIED IN CHAPTER 61G17-6.003, FLORIDA ADMINISTRATIVE CODE. ALL FIELD -MEASURED CONTROL MEASUREMENTS EXCEEDED THE ACCURACY REQUIREMENTS FOR THIS CLASSIFICATION. 7. THE CONTRACTED USE OF THIS SURVEY IS TO PROVIDE PROPERTY BOUNDARIES & TOPOGRAPHIC ELEVATIONS FOR ENGINEERING DESIGN. THIS SURVEY IS NOT VALID FOR ANY OTHER USE. 8. ELEVATIONS SHOWN ARE BASED ON NGVD OF 1929 AND ARE REFERENCED TO U 403 1991, ELEV.=12.02 BENCHMARKS SET OR FOUND FOR THIS SURVEY ARE NOTED ON THE SKETCH. 9. THIS SURVEY IS PREPARED ONLY FOR THE PARTIES LISTED BELOW AND IS NOT ASSIGNABLE. PREPARED FOR: WYNNE BUILDING CORPORATION 8000 SOUTH US 11, SUITE 402 PORT ST. LUCIE FL 34952 10. © COPYRIGHT 2009 BY ALEXANDER J. PIAllA PSM, INC. THE SKETCH OF SURVEY AND SURVEY REPORT COMPRISE THE COMPLETE SURVEY. THIS SURVEY IS NOT VALID UNLESS THE SKE CH AND REPORT ACCOMPANY EACH OTHER. REPRODUCTIONS OF THIS SURVEY ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER EMPLOYED BY ALEXANDER J. PIAllA PSM, INC. DATE OF FIELD SURVEY; DATE OF SURVEY: FINAL SURVEY LOTS 20 & 21 LE I N GTON SQUARE SEC 15, TWP 36S, RGE 40E AS PREPARED FOR WYNNE BUILDING CORPORATION 12-15-09 12-15-09 ALEXANDER ,!. PIAllA PS4, INC. ALEXANDER J . ?URV�EYOR A PROFESSIONAL AND MAPPER FLORIDA CERTIFICATE No. 6330 CAD K:\WYNNE\LEXINGTON\DWG\06-216 REF K : \ FLD CJM / AJP FB. PG. JOB 06-0216 OFF CJM DATE 12-15-09 CKD AJP SHEET 1 OF 1 DWG D-367 V .A l,l ve!�J u'V- ,`yT,,,, r...�..R ._ _ _ - _ •- ,*q /',.>!1n �= r?.n'7�^�� Rh^ _ _,- iL s ; ® = CLEANOUT F— = GUY WIRE ANCHOR ® = BACKFLOW PREVENTER = CATCH BASIN = CLEANOUT E = ELECTRIC BOX o = BOLLARD ® = MANHOLE = FIRE HYDRANT = LIGHT POLE = SEWER VALVE ® = GREASE MANHOLE �a = WATER VALVE WO = WELL ® = WATER METER '& = WOOD POWER POLE --u- = SIGN ® = CATCH BASIN INLET = SET 5/8" IRON ROD WITH PLASTIC CAP PSM#6330 ABBREVIATIONS: A/C = AIR CONDITIONER (C) = CALCULATED CBS = CONCRETE BLOCK STRUCTURE CMP = CORIGATED METAL PIPE CMH = CONFLICT MANHOLE CNF = COULD NOT FIND CONC = CONCRETE CLF = CHAIN LINK FENCE DE = DRAINAGE EASEMENT DEP = DEPARTMENT OF ENVIRONMENTAL PROTECTION DB = DEED BOOK DIP = DUCTILE IRON PIPE FH = FIRE HYDRANT FND = FOUND FPL = FLORIDA POWER & LIGHT IP = IRON PIPE I = INVERT IRC = IRON ROD WITH PLASTIC CAP LB = LICENSE BUSINESS LS = LICENSE SURVEY (M) = MEASURED MHWL = MEAN HIGH WATER LINE MON = MONUMENT ORB = OFFICIAL RECORD BOOK (P) = PLAT PB = PLAT BOOK PG = PAGE PL = PROPERTY LINE POB = POINT OF BEGINNING POC = POINT OF COMMENCEMENT PRM = PERMANENT REFERENCE MONUMENT R/W = RIGHT-OF-WAY RC = RAISED CURB RCP = REINFORCED CONCRETE PIPE RPB = ROAD PLAT BOOK (S) = SURVEY SLP = STOP LIGHT POLE SMH = SANITARY MANHOLE SBTMH = SOUTHERN BELL TELEPHONE MANHOLE STMH = STORM MANHOLE TB = TRAFFIC BOX TL.P = TRAFFIC LIGHT POLE TV = TELEVISION UE = UTILITY EASEMENT WP = WOOD POLE It -- ---TOP OF BANK N.S.L.R.W.M.D. CANAL NO. 28 (85' RIGHT-OF-WAY) 6-19-06 REVISE ACREAGE IN LEGAL AJP DATE. REVISIONS: BY: SAEGER AVE KITTERMAN RD uj WILLIAMSBURG WAY JAII U " < iE 0 � U Z `Q 2 SITE 0 LOCATION MAP NOT TO SCALE LEGAL DESCRIPTION LOTS 20 AND 21 OF LEXINGTON SQUARE ACCORDING TO THE PLAT THEROF, AS RECORDED IN PLAT BOOK 24, PAGE 2 OF THE PUBLIC RECORDS ST. LUCIE COUNTY, FLORIDA. CONTAINING 121,390 SQUARE FEET OR 2.787 ACRES MORE OR LESS PERMIT#: SLC-0704-0331 " SURVEY REPORT 1. THIS IS A BOUNDARY SURVEY AS DEFINED IN CHAPTER 61G17-6.002(8), FLORIDA ADMINISTRATIVE CODE. 2. LEGAL DESCRIPTION WAS FURNISHED BY CLIENT. 3. BEARING BASIS: S00'00'00-E ALONG THE CENTERLINE OF HANCOCK DRIVE AS SHOWN ON THE PLAT OF LEXINGTON SQUARE AS RECORDED IN PLAT BOOK 24, PAGE 2 OF THE PUBLIC RECORDS ST. LUCIE COUNTY, FLORIDA. 4. THE SUBJECT PROPERTY LIES WITHIN FLOOD ZONE -X-, PER FLOOD INSURANCE RATE MAP NO. 1211CO280 F 2 490.00900"w L 00, 300.00'00"E t5.00' 'A I. Surveying - Mapping - Consulting 619 SW Biltmo re Street Port St. Lucie, Florida 34983 Phone: (772) 340-7770 EB#7280 Fax: (772) 340-2250 DATED 8-19-1991. 5. THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY. NO SEARCH OF THE PUBLIC RECORDS HAS BEEN PERFORMED BY ALEXANDER J. PIAllA PSM, INC. EASEMENTS OR RESTRICTIONS SHOWN WERE FURNISHED BY HARVEY NEWMAN. 6. THE EXPECTED USE OF THE SUBJECT PROPERTY IS FOR THE CONSTRUCTION OF A COMMERCIAL BUILDING AND FALLS WITHIN THE COMMERCIAL/HIGH RISK CATEGORY AS CLASSIFIED IN CHAPTER 61G17-6.003, FLORIDA ADMINISTRATIVE CODE. ALL FIELD —MEASURED CONTROL MEASUREMENTS EXCEEDED THE ACCURACY REQUIREMENTS FOR THIS CLASSIFICATION. 7. THE CONTRACTED USE OF THIS SURVEY IS TO PROVIDE PROPERTY BOUNDARIES & TOPOGRAPHIC ELEVATIONS FOR ENGINEERING DESIGN. THIS SURVEY IS NOT VALID FOR ANY OTHER USE. 8. ELEVATIONS SHOWN ARE BASED ON NGVD OF 1929 AND ARE REFERENCED TO U 403 1991, ELEV.=12.02 BENCHMARKS SET OR FOUND FOR THIS SURVEY ARE NOTED ON THE SKETCH. 9. THIS SURVEY IS PREPARED ONLY FOR THE PARTIES LISTED BELOW AND IS NOT ASSIGNABLE. PREPARED FOR: WYNNE BUILDING CORPORATION 8000 SOUTH US #1, SUITE 402 PORT ST. LUCIE FL 34952 10. © COPYRIGHT 2009 BY ALEXANDER J. PIAllA PSM, INC. THE SKETCH OF SURVEY AND SURVEY REPORT COMPRISE THE COMPLETE SURVEY. THIS SURVEY IS NOT VALID UNLESS THE SKETCH AND REPORT ACCOMPANY EACH OTHER. REPRODUCTIONS OF THIS SURVEY ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER EMPLOYED BY ALEXANDER J. PIAllA PSM, INC. ALEXANDER J. PIAllA PSM;-_I �r.,. DATE OF FIELD SURVEY: 12-15-09 / DATE OF SURVEY: 12-15-09 ALEX DER J. P�.A ZA PROFESSIONAL SURVEYOR AND MAPPER C A L R TON SQUARE FLORIDA CERTIFICATE No. 6330 FINAL SURVEY CAD K:\WYNNE\LEXINGTON\DWG\06-216 LOTS 20 & 21 LEXI N GTON SQUARE REF K: \ SEC 15, TWP 36S, RGE 40E FLD CJM / AJP FB. PG. JOB 06-0216 AS PREPARED FOR OFF CJM DATE 12-15-09 WYN N E BUILDING CORPORATION JCKD AJP SHEET 1 OF 1 DWG D-3 6 7 K \ ,ivnini \LFXTNGTn\i\dwc\O6-Pl6,dwo ??/'P107 9 Pm FcT 40.00' FND IRC ALB# 6790" O co W -� q SPEEC O LIMIT O SIGN O O 0 O WOOD I POWER FND 4"X4" CONC MON T— O Z Q C� ui 0 LEGAL DESCRIPTION LOTS 20 AND 21 OF LEXINGTON SQUARE ACCORDING TO THE PLAT THEROF, AS RECORDED IN PLAT BOOK 24, PAGE 2 OF THE PUBLIC RECORDS ST. LUCIE COUNTY, FLORIDA. CONTAINING 121,390 SQUARE FEET OR 2.787 ACRES MORE OR LESS PERMIT#: SLC-0704-0331 Kt\WYNNE\LEXINGTON\dwg\06-21r-.dwg 9/22/2008 1123142 PM EDT