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HomeMy WebLinkAboutSURVEYS9 10 NW CORNER OF 16 t15 FNDTIIRONI PIPE I I 10 CO rn m I +25 40 __ S87'2 '06 100.10' it" I o a 0 rr nl 0 1- Q 0 < tO CA O a N W 04 `t Z < 0 O zl J I Q; I CONC .0 POLE IIPRAP TYPICAL 1 S87'46 33"W 100:68' I ro ro IM W. 1 4 CORNER OF SECTION 15 CALCULATED NW CORNER I OF HENNIS ACRES FND CONC MONUMENT "PLS 4907" LOT 3 HENNIS ACRES (PB 34, PG 35) WNO INTERFERENCE x S. LINE OF THE N. 1/2 OF THE -- y NW 1/4 OF THE NW 1/4 OF SECTION 15 x p EE ip — -- S 1 TEnRSECMN' x % X ---- x _ LESSOUT g �0.7'S OF PL x % __ x n.Txz�. ; vnRE peNCE PARCEL _ x — X - - — METAL S E INTERSECTION (BEARING BASE) COVE LWE 7.0'S OF PL SOUTH LINE N87"27'06"E 1222.46� _ _ OF HENNIS ACRES \ x— x x x X UMENT (PB 34, PG 35) X X x yV�� EE EE x X — X X X X x NTERSECiIONE 4907" 4.9'S OF PL gg WWpp p m / m p yWCIZq FENCEOEND 24 72 m % _N x % X X 24.93 x FENCEECORNER % _NM �37.7'S OF PL u ? —_ % __ \ F PCbI 6 E 31.4S OF PL _ X q D I x LL -- X — X X —^ X FENCE END 1P�ROPOSED " 35.2'S OF PL °i 9 \ 271.21' + 24.78 CONIC ryy� QW ABANDONED ELECTRIC uNob ic>Eo 50,67' + \ 10'X77' WELL CONC 6" PROPOSE�/ METAL SHEDd,F; RESIDENCE 27 270.68' v r�FE 0.6 'COLUGG — / q 7fp 50.8 --- I \ MN 0 ry� 25.68 jVYED DIRT DRIVE X p XpLU COMN 24.89 \ % SITE BENCHMARK POND \ x SETIIRC "AJP TRAVERSE" I ELEV= 26.48 NAVD 1988 \ x I I I \ O �O TANK METAL SHAD " \ x TOP OF BANK / \ x COVERED \ �x lX /,[\STOP OF BANKI \ " I _-x —X —X —x X --x —X I x _x -7' X EE i 4' WIRE.)ICAL_/ T \ ABANDONED \ \ POND \ II O \ / ANTE \ 3FSIPE ,0.12'W NOT PLATTED WELL INTERFERENCE LEGAL DESCRIPTION: THE SOUTH HALF OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 15, TOWNSHIP 37 SOUTH, RANGE 38 EAST, ST. LUCIE COUNTY, FLORIDA, LESS THE NORTH 40 FEET AND LESS THE WEST 100 FEET THEREOF. CONTAINING: 760,153 SQUARE FEET OR 17.451 ACRES, MORE OR LESS. 50� ao 12-18-18 ADD PROPOSED RESIDENCE DATE: REVISIONS: _X FILE COPY X — x — x FND CONIC o MONUMENT o "PLS 4907" w h to SYMBOLS: F = GUY WIRE ANCHOR ® = CABLE TELEVISION BOX CD o nZ O =CATCH BAS I N �.t LU ® = CATCH BASIN INLET Ld I-FO ® = CLEANOUT t0 LJ � w� © = ELECTRIC BOX aN� ❑T = TELEPHONE BOX I� o = SIGN ;V z -ip = SANITARY MANHOLE O 1z - STORM MANHOLE 5 = NUMBER OF PARKING SPACES CJ = FIRE HYDRANT = LIGHT POLE ❑ — CONCRETE POWER POLE ® = BACKFLOW PREVENTOR ® — MAIL BOX — IRRIGATION VALVE = GAS VALVE = SEWER VALVE ca = WATER VALVE QW = WELL ❑W — WATER METER LR = WOOD POWER POLE 0 = SET 5 8" IRON ROD WITH PLASTIC CAP P46330 4' WI E INTER5�EdffdI FENCE ENDS yg'N 30'E 5.4'N OF PL Ok Ptol _ —_x —_% J\_X X --.X —x X X _— _x —X —X —x —_X _X —x —X —X X FND IR W 1222.2 7 S. LINE OF THE S. 1 /2 OF THE NW 1/4 OF THE NW 1/4 OF SECTION 15 SURVEY REP017: 1. THIS IS A BOUNDARY SURVEY AS DEFINED IN CHAPTER 5J-17.050(11), FLORIDA ADMINISTRATIVE CODE. 2. SURVEY BASED ON ST. LUCIE COUNTY SECTIONAL DATA. 3. LEGAL DESCRIPTION WAS FURNISHED BY CLIENT. 4. BEARING 13ASIS: A "GRID NORTH" BEARING OF N87'27'06"E ALONG THE NORTH PROPERTY LINE. 5. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE LOCATED UNLESS OTHERWISE SHOWN. 6. THIS SITE: LIES WITHIN FLOOD ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111CO290 J, EFFECTIVE DATE 2-16-12. 7. FLOOD Z014E SHOWN HEREON IS AN INTERPRETATION BY THE SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. 8. 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. PIAZZA PSM, INC. 9. THE EXPECTED USE OF THE SUBJECT PROPERTY IS FOR THE CONSTRUCTION OF A SINGLE FAMILY DETACHED RESIDENCE: (OR OTHER USE) AND FALLS WITHIN THE SUBURBAN CATEGORY AS CLASSIFIED IN CHAPTER 5J-17.051(2), FLORIDA ADMINISTRATIVE CODE. ALL FIELD -MEASURED CONTROL MEASUREMENTS EXCEEDED 1:7,500 FEET ACCURACY REQUIREMENTS FOR THIS CLASSIFICATION. ALL SURVEY MEASUREMENTS ARE IN ACCORDANCE WITH THE UNITED STATES STANDARD IN FEET. 10. ALL MAPPED FEATURES SHOWN HEREON ARE UNDER THE DIRECT SUPERVISION AND RESPONSIBILITY OF ALEXANDER J. PIAZZA PSM, INC. AJP BY: ALEXANDER J. PIAZZA PSM, INC. Surveying " Mapping " Consulting 619 SW Biltmore Street Port St. Lucie, Florida 34983 Phone: (772) 340-7770 LB#7280 Fax: (772) 340-2250 ABBREVIATIONS: (C) - CALCULATED CBS = CONCRETE BLOCK STRUCTURE CONC = CONCRETE CLF = CHAIN LINK FENCE FIFE = FINISHED FLOOR ELEVATION FND - FOUND IR = IRON ROD IRC = IRON ROD WITH PLASTIC CAP LB = LICENSE BUSINESS LS - LICENSE SURVEY (M) = MEASURED MON - MONUMENT PB = PLAT BOOK PG = PAGE PCOR - PROPERTY CORNER PL - PROPERTY LINE R/W - RIGHT-OF-WAY RCP = REINFORCED CONCRETE PIPE RGE = RANGE SEC = SECTION TWP = TOWNSHIP 11. SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 12. ADDITIONS OR DELETIONS TO THE SURVEY MAP OR REPORT BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 13. 1HE BEARINGS SHOWN HEREON ARE RELATIVE TO THE STATE PLANE COORDINATE SYSTEM OF THE NORTH AMERICAN DATUM OF 1983 (2007 ADJUSTMENT) AND THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 AND ARE REFERENCED TO THE LENGEMANN OF FLORIDA'S L-NET GPS NETWORK DEVELOPED WHICH MEETS OR EXCEEDS THE FEDERAL GEODETIC CONTROL COMMITTEE (FGCC) GUIDELINES FOR "GEOMETRIC GEODETIC ACCURACY STANDARDS AND SPECIFICATIONS FOR USING GPS RELATIVE POSITIONING TECHNIQUES" AS WELL AS THE STANDARDS OF PRACTICE SET FORTH BY THE I-LORIDA BOARD OF LAND SURVEYORS IN CHAPTER 5J-17.051 FLORIDA ADMINISTRATIVE CODE, PURSUANT TO CHAPTER 472.027 FLORIDA STATUTES. BENCHMARKS SET OR FOUND FOR THIS SURVEY ARE NOTED ON THE SKETCH. 14. PHIS SURVEY IS PREPARED ONLY FOR THE PARTIES LISTED BELOW AND IS NOT ASSIGNABLE. CERTIFIED TO: CRAIG & LAUREN STOKES ABOVE & BEYOND DEVELOPING, INC. 00 15. ),COPYRIGHT 2018 BY ALEXANDER J. PIAZZA PSM, INC. sf a �NAjj�, i.-E SKETCH OF SURVEY AND SURVEY REPORT COMPRISE THE COMPLETE SURVEY. 'PHIS 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. PIAZZA PSM INC. b�,1a�a1�11�at���se�r ALEXANDEF(? ,,;� Gi,A2ZANN, INC. DATE OF FIELD SURVEY: 12-11-18 DATE OF SURVEY: 12-11-18 X vau PLOT PLAN BOUNDARY SURVEY 11100 CARLTON ROAD SEC 15, TWP 37S, RGE 38E AS PREPARED FOR CRAIG & LAUREN STOKES ALEXAND \\i PROFESS \�\J FLORIDA ';Au K:\BUILDERS\DWG2018\18-4297.DWG REF K:\ FLD CJM / RP FB. PG. OFF CJM CKD AJP SHEET 1 OF 1 D MAPPER 6330 S,\NI`P JOB 18-4297 DATE 12-11-18 DWG D-843 9 10 NW CORNER OF SECTION 15 16 115 FND IRON PIPE 00 IIII: 00 I ' 2540 -- CONC4.0' Z ❑ ofF �L U. POLE Ui3 VlZ F_ F I RIPRAP TYPICAL 0o z� 3� 0 a 0_ a J r `MO O a wla a _ s M I p O cd N N J I Z C "w C o 0 I "y. 1 S87.4 33"W 100.08' co ro I� W. 1 4 CORNER OF ECTION 15 CALCULATED NW CORNER OF HENNIS ACRES FND CONC MONUMENT "PLS 4907" LOT 3 HENNIS ACRES (PB 34, PG 35) WNO INTERFERENCE S. LINE OF THE N. 1/2 OF THE — — NW 1/4 OF THE NW 1/4 OF SECTION 15 — 01 - -- 1 WIRE FENCE 00 —_ -- g INTERSEC110N _ ; W E F PARCEL a p.7'S CF PL INTERSECTONN \ /ornAILIG RASE SOUTH LINE /' No 7 u v.. ----— x — x OF HENNIS ACRES x — k — x FND CONC (PB 34, PG 35) x — x — x — z — x — 4 WIRE FENCE MONUMENT x — z — x 4.9'S OC PL •'PLS 4907" X S \ N \ 4.9'S OF PL g Wppp u m 1 % WWII FENCE END a ro N x x —I— x % F&qpJEEECORNER 37.7'S OF PL 24.72 w x —_ % -- x x 24.93 4' WIRE \ OF7 ibR 6 E x - FENCE CORNER. P I 31.4'S OF PL % 4' WEOB 4RRLL OSED % x—x—x x—xJ� FENCE N \ 35.2'S OF PL "b<i` 271.21' + 24.78 CONC QW ABANDONED CONCEI PANEIrnI UNOCIED 50.67' / \ 1 D'x'7 WELL 6'n PROPOSE,y�/ METAL SHED :JS+,I-,pg,,r RE00 yg % N t\FE=27 00 p p 270.68' 50.8 COLUMN 25.68 0 DIRT DRIVE CONVEmRED 2'x2' EE 2D• % COLUMN 24.89 PROPOSED \ >� CONC PARKING / x x x— x—x—x-- " SITE BENCHMARK POND \ \ ELE IIRC26A48 NAVDE11988 " I x / K I O O STANK EPTIC 1 K K I \ 7.A5'x11.$ MET SHE / \ TOP OF BANK I��X —'r x m COVERED \ ''Y.' _ TOP OF BANK \ % x / K 4' 'MRETRCAT J \ I O � \ A2tLDONED POND " uIESNA , i :, TOWE copy R G. Cf i I L m -TECH \ FND 3 4" IRON PIPE 0.30',0.12'W — x — x — x — FND CONIC o MONUMENT o "PLS 4907" A O � O � � Z II f4 O FE3 4 - 2019 " 1 N BY. SYMBOLS: E— - GUY WIRE ANCHOR C11 LOW ® = CABLE TELEVISION BOX C*4 ® = CATCH BASIN µOµIAz = CATCH BASIN INLET LLI FFW ® = CLEANOUT 6 gw� El= ELECTRIC BOX a ^w (D = TELEPHONE BOX j� pmz v = SIGN p Z3z = SANITARY MANHOLE = STORM MANHOLE 5 = NUMBER OF PARKING SPACES a = FIRE HYDRANT IQt = L I GHT POLE =CONCRETE POWER POLE ® = BACKFLOW PREVENTOR ® = MAIL BOX E= IRRIGATION VALVE - GAS VALVE = SEWER VALVE �a = WATER VALVE OW = WELL QW a WATER METER "Ek = WOOD POWER POLE O = SET 5/8" IRON ROD WITH PLASTIC CAP PSM#6330 a.-'." 4' WIRE E INTERSECOCN 'E FENCE 5.4'N OF PL 8pCOR J .. —x —x —x —x —x —x z z_x —x—x —x x — FND IR _ _x —x —x —x —x —x x --x —x —x x z x _ x z S8%'46'33„W � 222.27' S. LINE OF THE S. 1 /2 OF THE NW 1/4 OF SECTION 15 NW 1/4 OF THE NOT PLATTED WELL INTERFERENCE LEGAL DESCRIPTION: THE SOUTH HALF OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 15, TOWNSHIP 37 SOUTH, RANGE 38 EAST, ST. LUCIE COUNTY, FLORIDA, LESS THE NORTH 40 FEET AND LESS THE WEST 100 FEET THEREOF. CONTAINING: 760,153 SQUARE FEET OR 17.451 ACRES, MORE OR LESS. 1-31-19 ADD PROPOSED PARKING 12-18-18 ADD PROPOSED RESIDENCE DATE: REVISIONS: SURVEY REPORT: 1. THIS IS A BOUNDARY SURVEY AS DEFINED IN CHAPTER 5J-17.050(11), FLORIDA ADMINISTRATIVE CODE. 2. SURVEY BASED ON ST. LUCIE COUNTY SECTIONAL DATA. 3. LEGAL DESCRIPTION WAS FURNISHED BY CLIENT. 4. BEARING BASIS: A "GRID NORTH" BEARING OF N87'27'06"E ALONG THE NORTH PROPERTY LINE. 5. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE LOCATED UNLESS OTHERWISE SHOWN. 6. THIS SITE LIES WITHIN FLOOD ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111CO290 J, EFFECTIVE DATE 2-16-12. 7. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. 8. 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. PIAZZA PSM, INC. 9. THE EXPECTED USE OF THE SUBJECT PROPERTY IS FOR THE CONSTRUCTION OF A SINGLE FAMILY DETACHED RESIDENCE: (OR OTHER USE) AND FALLS WITHIN THE SUBURBAN CATEGORY AS CLASSIFIED IN CHAPTER 5J-17.051(2), FLORIDA ADMINISTRATIVE CODE. ALL FIELD -MEASURED CONTROL MEASUREMENTS EXCEEDED 1:7,500 FEET ACCURACY REQUIREMENTS FOR THIS CLASSIFICATION. ALL SURVEY MEASUREMENTS ARE IN ACCORDANCE WITH THE UNITED STATES STANDARD IN FEET. 10. ALL MAPPED FEATURES SHOWN HEREON ARE UNDER THE DIRECT SUPERVISION AND RESPONSIBILITY OF ALEXANDER J. PIAZZA PSM, INC. ALEXANDER J. PIAZZA PSM, INC. _ Surveying • Mapping • Consulting AJP 619 SW Biltmore Street ® Port St. Lucie, Florida 34983 AJP Phone: (772) 340-7770 BY. LBn2Z0 Fax: (772) 340-2250 (C) - CALCULATED CBS - CONCRETE BLOCK STRUCTURE CONC - CONCRETE CLF - CHAIN LINK FENCE FIFE = FINISHED FLOOR ELEVATION FND = FOUND IR = IRON ROD IRC = IRON ROD WITH PLASTIC CAP LB = LICENSE BUSINESS LS = LICENSE SURVEY (M) = MEASURED MON - MONUMENT PB - PLAT BOOK PG = PAGE PCOR = PROPERTY CORNER PL = PROPERTY LINE R/W = RIGHT-OF-WAY RCP = REINFORCED CONCRETE PIPE RGE = RANGE SEC = SECTION TWP = TOWNSHIP 11. SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 12. ADDITIONS OR DELETIONS TO THE SURVEY MAP OR REPORT BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 13. THE BEARINGS SHOWN HEREON ARE RELATIVE TO THE STATE PLANE COORDINATE SYSTEM OF THE NORTH AMERICAN DATUM OF 1983 (2007 ADJUSTMENT) AND THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 AND ARE REFERENCED TO THE LENGEMANN OF FLORIDA'S L-NET GPS NETWORK DEVELOPED WHICH MEETS OR EXCEEDS THE FEDERAL GEODETIC CONTROL COMMITTEE (FGCC) GUIDELINES FOR "GEOMETRIC GEODETIC ACCURACY STANDARDS AND SPECIFICATIONS FOR USING GPS RELATIVE POSITIONING TECHNIQUES" AS WELL AS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF LAND SURVEYORS IN CHAPTER 5J-17.051 FLORIDA ADMINISTRATIVE CODE, PURSUANT TO CHAPTER 472.027 FLORIDA STATUTES. BENCHMARKS SET OR FOUND FOR THIS SURVEY ARE NOTED ON THE SKETCH. 14. THIS SURVEY IS PREPARED ONLY FOR THE PARTIES LISTED BELOW AND IS NOT ASSIGNABLE. CERTIFIED TO: CRAIG & LAUREN STOKES ABOVE & BEYOND DEVELOPING, INC. 15. @ COPYRIGHT 2018 BY ALEXANDER J. PIAZZA PSM, INC. HE 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. PIAZZA PSMI INC. Iris ALEXANDER,`1�-P',(A1ZA fPrM, INC. DATE OF FIELD SURVEY: DATE OF SURVEY: PLOT PLAN BOUNDARY SURVEY 11100 CARLTON ROAD SEC 15, TVVP 37S, RGE 38E AS PREPARED FOR CRAIG & LAUREN STOKES 12-11-18 12-11-18 ALEXANL R 2I P'i A1ZA " PROFESS' 014AL SURVEYOR'AND MAPPER FLORIDA GR 1 ' F 1;t;AT;[`.I1ar 6330 CAD K:\BUILDERS\DWG2018\18-4297.DWG REF K:\ FLD CJM / RP FB. PG. JOB 18-4297 OFF CJM DATE 12-11-18 CKD AJP SHEET 1 OF 1 DWG D-843 -P�In n1-C,-I ro RECEIVED F B 15 2019 Permitt ng Department St. LuFie County, FL 9 10 NW CORNER OF SECTION 15 16 115 FND IRON PIPE I I� ro rn — 2540 — S87'2 'O6" 100.10' .O 1 CO ❑ 0I F Uj En O0 p POLE 3 G (/j Z w w RIPRAP TYPICAL 00 z� 3z I < F o a Of 0 a 1- �I O x CAO (n - a — 4 w v < A MI0 0 N N J I Cr�� Z Q \ +0 C L) C I ryg. S87'46 33"W 100.08' ro 10 ID I" W. 1 4 CORNER OF �CTION 15 CALCULATED NW CORNER OF HENNIS ACRES FND CONC MONUMENT "PLS 4907" LOT 3 HENNIS ACRES (PB 34, PG 35) WNO INTERFERENCE S. LINE OF THE N. 1/2 OF THE — — a NW 1/4 OF THE NW 1/4 OF SECTION 15 — rn — __ __ —_ 4' W1RF� FEN NCE _— — �f LESSOUT S 0.7E5 OF PCTIE _ qq vnRFF FENCCE PARCEL _ -- -- -- 11.7'X22.3' 1 ,N iLR5FCT10N SOUTH LINE VA 7 c I - • --- x X — x -- ^ FND CONC OF HENNIS ACRES k — X — X �1C " MONUMENT (PB 34, PG 35) k — z — k — x X X \ `� y�I E E CE x — x — x INTERSECTION "PLS 4907" 4.9'S OF PL N \ k55 pp NWXEND % �Ig uTPR X —+- X 4' WIREFgEpNCEECORNER f37.T5 OF PL 24 72 X __ 24.93 FENCESCORNER OF� PCY1R 8'E ,{ yp p31.4'S OF PL x_k X x__x x x FEf EENO35.<S OF PL 271.28' VA�B�RDONED coda PEE ETRL Ic AGE TOP FORMS0'X�ySION=28.55 METAL SH[D rD FFE=27.00 yeV�'�XV 270.73' m �— DIRT DRIVE 24.89 / 1 x �91 CO•PONDSITE BENCHMARK e 1 ELEVRC26AJP TRAVERSE" AVDE 98 \ fK I I O O TANKC W K 1 1 < METAL SHED \ TOP OF BANK x �x m % <�X x O1 COVERED \ Y. X _Xf 70P OF BANK L—x —X �x < 4' WIRE F\ TYPICALENCE) O \ W \ ABANDONED \ \ WELL \ POND _ O ANTENNA \ , FND 3 4" IRON PIPE 0.30',0.12'W NOT PLATTED NO INTERFERENCE LEGAL DESCRIPTION: THE SOUTH HALF OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 15, TOWNSHIP 37 SOUTH, RANGE 38 EAST, ST. LUCIE COUNTY, FLORIDA, LESS THE NORTH 40 FEET AND LESS THE WEST 100 FEET THEREOF. CONTAINING: 760,153 SQUARE FEET OR 17.451 ACRES, MORE OR LESS. SCANNED BY St. Lucie County i 1-31-19 ADD PROPOSED PARKING 12-18-18 ADD PROPOSED RESIDENCE DATE: REVISIONS: �k —X —X —x z—x --X —X —X —x —X —X —x —X X W 1222.27' NWL1/4 OF THE NW 1/4 OF SECTION 15 � _x—X�' X x— x x X — x -._ x — x — x FND CONIC MONUMENT "PLS 4907" Ci N n� to�Z W OLU FFL oJcwilL Adz Q N Zwz O 3 4' WIRE IN7E�15CT10N FENCE ENDS INTE 30'E 5.4'N OF PL 0� PbO� x --x —x —x —X X — _X _X —X —x —k —x FND IR — SURVEY REPORT: 1. THIS IS A BOUNDARY SURVEY AS DEFINED IN CHAPTER 5J-17.050(11), FLORIDA ADMINISTRATIVE CODE. 2. SURVEY EASED ON ST. LUCIE COUNTY SECTIONAL DATA. 3. LEGAL DESCRIPTION WAS FURNISHED BY CLIENT. 4. BEARING BASIS: A "GRID NORTH" BEARING OF N87'27'06"E ALONG THE NORTH PROPERTY LINE. 5. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE LOCATED UNLESS OTHERWISE SHOWN. 6. THIS SITE LIES WITHIN FLOOD ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111CO290 J, EFFECTIVE DATE 2-16-12. 7. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. 8. 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 PERFORIA17D BY ALEXANDER J. PIAZZA PSM, INC. 9. THE EXPECTED USE OF THE SUBJECT PROPERTY IS FOR THE CONSTRUCTION OF A SINGLE FAMILY DETACHED RESIDENCE: (OR OTHER USE) AND FALLS WITHIN THE SUBURBAN CATEGORY AS CLASSIFIED IN CHAPTER 5J-17.051(2), FLORIDA ADMINISTRATIVE CODE. ALL FIELD —MEASURED CONTROL MEASUREMENTS EXCEEDED 1:7,500 FEET ACCURACY REQUIREMENTS FOR THIS CLASSIFICATION. ALL SURVEY MEASUREMENTS ARE IN ACCORDAIJCE WITH THE UNITED STATES STANDARD IN FEET. 10. ALL MAPPED FEATURES SHOWN HEREON ARE UNDER THE DIRECT SUPERVISION AND RESPONSIBILITY OF ALEXANDER J. PIAZZA PSM, INC. _= ALEXANDER J. PIAZZA PSM, INC. _ Surveying • Mapping • Consulting AJP 619 SW Biltmore Street ® Port St. Lucie, Florida 34983 AJP Phone: (772) 340-7770 BY: LBf7280 Fax: (772) 340-2250 0 2 SYMBOLS: = GUY WIRE ANCHOR © = CABLE TELEVISION BOX E3 = CATCH BASIN ® = CATCH BASIN INLET ® = CLEANOUT ® = ELECTRIC BOX ❑T = TELEPHONE BOX = SIGN = SANITARY MANHOLE = STORM MANHOLE 5 = NUMBER OF PARKING SPACES = FIRE HYDRANT IQ = LIGHT POLE ❑ = CONCRETE POWER POLE ® = BACKFLOW PREVENTOR ® = MAIL BOX = IRRIGATION VALVE — GAS VALVE = SEWER VALVE ua = WATER VALVE OW = WELL ❑W — WATER METER 't9L = WOOD POWER POLE O = SET 5/8" IRON ROD WITH PLASTIC CAP PSMJ6330 ABBREVIATIONS: (C) = CALCULATED CBS — CONCRETE BLOCK STRUCTURE CONC = CONCRETE CLF = CHAIN LINK FENCE FIFE - FINISHED FLOOR ELEVATION FND — FOUND IR a IRON ROD IRC = IRON ROD WITH PLASTIC CAP LB — LICENSE BUSINESS LS — LICENSE SURVEY M = MEASURED MON — MONUMENT PB — PLAT BOOK PG — PAGE PCOR — PROPERTY CORNER PL — PROPERTY LINE R/W = RIGHT—OF—WAY RCP - REINFORCED CONCRETE PIPE RGE - RANGE SEC — SECTION TWP — TOWNSHIP 11. SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 12. ADDITIONS OR DELETIONS TO THE SURVEY MAP OR REPORT BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 13. THE BEARINGS SHOWN HEREON ARE RELATIVE TO THE STATE PLANE COORDINATE SYSTEM OF THE NORTH AMERICAN DATUM OF 1983 (2007 ADJUSTMENT) AND THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 AND ARE REFERENCED TO THE LENGEMANN OF FLORIDA'S L—NET GPS NETWORK DEVELOPED WHICH MEETS OR EXCEEDS THE FEDERAL GEODETIC CONTROL COMMITTEE (FGCC) GUIDELINES FOR "GEOMETRIC GEODETIC ACCURACY STANDARDS AND SPECIFICATIONS FOR USING GPS RELATIVE POSITIONING TECHNIQUES" AS WELL AS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF LAND SURVEYORS IN CHAPTER 5J-17.051 FLORIDA ADMINISTRATIVE CODE, PURSUANT TO CHAPTER 472.027 FLORIDA STATUTES. BENCHMARKS SET OR FOUND FOR THIS SURVEY ARE NOTED ON THE SKETCH. 14. THIS SURVEY IS PREPARED ONLY FOR THE PARTIES LISTED BELOW AND IS NOT ASSIGNABLE. CERTIFIED TO: CRAIG & LAUREN STOKES ABOVE & BEYOND DEVELOPING, INC. 15. @ COPYRIGHT 2018 BY ALEXANDER J. PIAZZA PSM, INC. HE 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. PIAZZA PSM INC. ALEXANDER."j PiA.2NZAINC. t ♦(V�,� DATE OF FIELD SURVEY: 2-12-19 ,3�, .. DATE OF SURVEY: 2-12-19 v`. 4 PLOT PLAN FORMBOARD SURVEY 11100 CARLTON ROAD SEC 15, TWP 37S, RGE 38E AS PREPARED FOR CRAIG & LAUREN STOKES ALEXANXR^%J.. P'I`A72A `a v PROFESSIOFJAL,SURVEYOR,TAND MAPPER FLORIDA Cifif f I F IGATIE Nb'". 6330 " K:\BUILDERS\DWG2018\18-4297.DWG REF K:\ FLD CJM / RP FB. PG. JOB 18-4297 OFF RP DATE 2-12-19 CKD AJP SHEET 1 OF 1 DWG D-853 K:\BUILDERS\DWG2018\18-4297.dwg, 2/12/2019 2:09:56 PM