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Home My WebLink AboutSURVEYSLEGAL DESCRIPTION: (Supplied by Client) LOT 8 IN BLOCK 2. WATERSTONE PHASE 1, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 52, PAGES 35 THROUGH 47, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. FD F R = RA L = LE D= DEL FFF = I I AT IONS: :T 5087 IRON R68AR WITH �4P RKED "PS 5543 JND 5/6 IRON REBAR IGHT OF WAY OF CURVE ]SHED-FLOQR ELEVATION X-X-X- CHAIJLINK FENCE PLAS IC FENCE 0-0-0- WOOD FENCE CONC. = CONCRETE C.P.= CONCRETE PAD COV.= COVERED DRAINAGE PROPOSED AND EXISTING PAAD�11-lDn RCEL W-3 36.87' c" -cN Lo C, ul) SURVEYORS NOTES: 1. UNLESS OTHERWISE NOTED 0 LY PLATTED EAsEVENTS ARE SHO HEREON. 2. ALL ARE PER PLAT UNLESS 01 A SHOWN. 3. 40 UNDERGROUND MITES OR IVPROVEVENTS WERE LOCATED UNLESS OTHERWISE SHO 4. THIS SITE PLIE� WITHIN FLOOD INSURANCE RATE OP ZONE X VAP# 12ilIC0070 J DATED: 2-16-12. 5. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD ZONE SHOULD BE VERIFIED BY A DETERVINATION AGENCY.+ 6. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE OF WATERSTONE PHASE 11 AS BEING NOO-05'59"W ACCORDING TO THE PLAT DESCRIBED HEREON. 7. P.I.I.D.E. DENOTES PUBLIC UTILITIES AND DRAINAGE EASEVENT, I.I.E. DENOTES UEUTY EASEVENT. & THE ACCURACY OF THIS SURVEY IS PREVISED ON THE EXPECTED USE OF THE SURVEY. THE EXPECTED USE / PURPOSE OF THIS SURVEY IS HOWE CONSTRUCTION. ACCURACY=I FOOT IN 7.500 FEET OR BETTER. 9. ADDITIONS OR DELETIONS TO THIS SURVEY VAP BY ANYONE OTHER THAN JHE SIGNING SURVEYOR IS PROHIBITED WITHOUT WRITTEN CONSENT. ALL ELEVATIONS SHOO HEREON ARE BASED 04 NORTH AVERICAN VERTICAL DATUV OF i98B(N,A.V.D,'8B) SCANNED BY LOT 9 13LOCK 2 St LU I cle Courj� PRO POSED FFE = 22.00 M S"*"'32"E 120.00, N. -49 *ATEI? N YETER SET 25.00- OR 37.04" LJ P" I 14- STORY CONC 2.0 25.31-1 Ls 8 CC) FF BLOCK .E. = 22.03- 5775- Lj v- 49E S83*34'32"E I � L T 25.00 LOT 7 BLOCK 2 PROPOSED FFE = 22.00 LEGAL DESCRIPTION: (Supplied by Client) 'a' If IN BLOCK 2, WATERSTONE PHASE 1. ACCORDING TO THE PLAT THEREOF As RECORDED IN PLAT BOOK 5Z PAGES 35 THROUGH 47. OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. mr3mr. V I m 1 1 V14.) ; SET = SET %8 IRON R6BAR ITH Y KED OPS 5543W D - FOUND 6/8 IRON REBAR All = IGHT OF WAY OJEASURED P PLATTED C CALCULATED Aoius OF CURVE L 7 LENGTH OF CURVE D= DELTA OFICURVE FFE as FINISHED FLO�R WQATION OH -OH -OH- =IOVERHE D IR S X-X-X- = CHXI LINK FENCE -0-0-0— PLAPIC FENCE O-O--G- z: WOOD FENCE CONC. = CONCRETE C.P.= CONCRETE PAD COV.= �OVERED = DRAINAGE PROPOSED CN Ocs PARCEL 'SURVEYORS NOTES: 1. UNLESS OTHERWISE NOTED 0 LY PLATTED EASEMENTS ARE SHO HEREON: AR , PER PLAT UNLESS OTHEI SE SHOWN. 2. ALL LO lu PS 3. NO UNDERGROUND UTILITIES OR I�PROVEMENYS WERE LOCATED UNLESS OTHERWISE SHOO. 4. THIS SITE UES WITHIN FLOOD INSURANCE RATE MAP ZONE X MAP# 121liCO070 J DATED: 2-16-IZ 5. FLOOD ZONE SHOt HEREON IS AN INTERPRETATION BY THE SURVEYOR AND IS PROVIDED AS COURTESY. THE FLOOD ZONE SHOULD BE VERIFIED BY A DETERVINATION AGENC0 6. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE OF WATERSTONE PHASE I AS BEING NDOW5VW ACCORDING TO THE PLAT. DESCRIBED HEREON. 7. P.U.D.E. DENOTES PUBLIC UTILITIES AND DRAINAGE EASEMENT, U.E. DENOTES UTILITY EASEMENT. & THE ACCURACY OF THIS SURVEY IS PREVISED ON THE EXPECTED USE OF THE SURVEY. THE EXPECTED USE / PURPOSE OF THIS SURVEY IS HOVE CONSTRUCTION. ACCURACY=I FOOT IN 7.600 FEET OR BETTER 9. ADDITIONS OR DELE71ONS TO THIS SURVEY YAP BY ANYONE OTHER THAN THE SIGNING SURVEYOR IS PROHIBITED WITHOUT WRITTEN CONSENT. ALL ELEVATIONS SHOWN HEREON ARE BASED. ON NORTH AMERICAN VERTICAL DATUM OF 1988ft'A.Y.O.'88) CURVE DATA C1 C2 R= 100.00 R= 220.00 L= 3.79 L= 339 D= 2'10'19" D= 05913- S83'34'32"E LO 92 STORY CONC BLOCK F.I.E = 22.33- LOT 12 BLOCK 2 120.04 0 "3@j4'32"E 120,0ol 4 LOT 10 13LOCK 2 "704 St 4ucle co. FL Date�jc:jrF-Anit. Approved r 8504 WATERSTONE BLV—D-----�' SCALE: 1 "=30' Atlantic Land Designs of the Treasure Coast, LB7468 7B4 NE Jensen Beach Blvd. Jensen Beach, FL 34957 Mailing Address: P.O. Box 1421 Jensen Beach, FL 34958 ALDS543@gmaii.com (772) 39B-4290 DATE: 5-3-19 DRAM: SW\JE— 2019-0372 8-13-19 FORM BOARD TIE IN 2-20-2020 FINAL SURVEY 2-25-2020 �65 TOPO LAST FIELD DATE:2/25/20 S�ANNED BY St. Lucie CountY SET 25.00' CN Cd CogLLJ Q V 00 C14 L-. (/) C:) SET 25. Ll e0cer I if I ed to: Ronnie & Vanessa Hash flay Equity, LLC Westcor Land Title Insurance Starfish Title Agency LLC I hereby certify that the survey sho*n hereon Is true and correct and is based on actual moseuremments taken In the field. This ... Vey mets the Vinirmum, Technical Standards of Chapter 5J-17 Florida administrative code. � 1, FC�r PSM i543 MgTmHygpedbyAmm&�J� Ta mNA r' Dm'—' %111=1 �, �us W. "�� .7.ovw UAU� NOT VALID WITHOUT AN AUTHENTICATED ELECTRONIC 1,0 a L SIGNATURE AND AUTHENTICATED ELECTRONIC SEAL SL9 �*fft' DESCRIPTION: L (Supplied by Client) LOT " IN BLOCK 2, WATERSTONE PHASE I, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT' BOOK 52, PAGES 35 THROUGH 47. OF THDPUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. ABBREVIATIONS: . I SET = SET 508" IRON R�BAR WITH YELLOW CAP RKED -PS 55*3 D FOUND 5/8 IRON REBAR aIGHT OF WAY EASURED PLATTED CALCULATED RADIUS OF CURVE L LENGTH OF CURVE OFTICE USE ONLY: DATE FILED: REVISION FEE: SURVEYORS NOTES: 1. UNLESS OTHERWISE NOTED 0 LY PLATTED EASEVENTS ARE SHO HEREON. L, 2. ALL LOT DIVENSIONS SHD� ARE PER PLAT UNUES! PSE SHOWN, 3. NO UNDERGROUND UTILITIES OR NPROVEVENTS WERE LOCATED UNLESS OTHEROSE SHOO. 4. THIS SITE LIES OTHIN FLOOD INSURANCE RATE VAP ZONE X VAP# 1211IIC0070 J DATED: 2-16-12. 5. FLOOD ZONE SHO HEREON IS AN INTERPRETATION BY THE SURVEYOR AND IS PRO D TCOURTESY. THE FLOOD ZONE SHOULD BE VERIFIED By A DETER� ED AS INATiON AGENCY.+ 6. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE OF WATERSTONE PHASE I AS BEING NOOM'590* ACCORDING TO THE PLAT DESCRIBED HEREON. 7. PAD.E. DENOTES PUBLIC UTILITIES AND DRAINAGE EASEMT, I.I.E. DENOTES UTILITY EASEVENT. 8, THE ACCURACY OF THIS SURVEY IS PREVISED ON THE EXPECTED USE OF THE SURVEY. THE EXPECTED USE. / PURPOSE OF THIS SURVEY IS HOVE PERMIT # 1905-0626 RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FIL 34982-5652 -RECE11VE-[5------ (772) 462-1553 SEP 0 5 jig 5100 APPLICATION FOR BUILDING PERMIT REVIE111ONS PIEV PROJECT INFORMATION I ST. Lucie county, Permitting LOCATION/SITE ADDRESS: 8504 Waterstone Blvd Fort Pierce, Florida 34951 DETAILED DESCRIPTION OF PROJECT 'REVISIONS: Survey Correction — r_c,-4� C 1%4*-� a V% OfIck" V�4% 1 - CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: CRC1330146 BUSINESSNAME: Adams Homes of Northwest Florida, Inc, QUALIFIERS NAME: William Bryan Adams ADDRESS: 3000 Gulf Breeze Parkway CITY: Gulf Breeze PHONE (DAYTIME): 772-905-8394 STATE: Florida OWNERIBUILDER INFORMATION: NAME: Adams Homes of Northwest Florida, Inc. ST. LUCIE CO CERT. #: ZIP: 32563 T�N: 772-905-8511 ADDRESS: 3000 Gulf Breeze Parkway CITY: Gulf Breeze STATE: Florida ZIP: 32563 PHONE (DAYTIME: 772-905-8394 ARCHITECT/ENGINEER INFORMATION: NAME: Keesee Associates ADDRESS: 945 South Orange Blossom Trail CITY: Apopka PHONE (DAYTIME): 407-880-2333 SLCCC.- 9123109 Revised 06130117 FAX: 772-905-8511 STATE: Florida ZIP: 32703 FAX: N , File Cor I LEGAL DESCRIPTION: �(Supllliea by Client) LOT:11 IN 'BLOCK 2, WATERSTONE PHASE 1, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 52, PAGES 35 THROUGH 47. OF THE PUBUCRFCORDS OF ST. LUCIE COUNTYJILOI�I[lk " WITH FD FOUND 5/8'IRON REBAR rRIGHT OF WAY VEASURED PLATTED = C CALCULATED p� � JRADIUS OF CURVE L = LENGTH OF CURVE D= DELTA OF'CURVE FFF = FINISHED FLOOR ELEV X-X-X- = CHAINLINK FENCE -0-0-0— PLASTIC FENCE C-0-0- = WOOD FENCE CONIC. = CONCRETE C,.P.= CONCRETE PAD COV.= COVERED DRAINAGE PROPOSED AND EXISTING CURVE DATA CI C2 oR= fc) L= 100.00 R= 220.00 3.79 L= 3.79 D= 2'10'19" D= 0'59'13" C>1% `d�q", CN CXj PARCEL W-3 IS=q 00 -CN to C.0 C�) Cn ) q, [ t 0� �1�1 I SURVEYORS NOTES: 1. UNLESS OTHEROSE NOTED 0 LY PLATTED EASEVEIlITS ARE SHO HEREON. 2. ALL LOT DIVENSIONS SHIZ, ARE PER PLAT UNUES' PSE SHOWN. 3. NO UNDERGROUND UTILITIES OR NPROVEVENTS WERE LOCATED UNLESS OTHER$SE SHOWN 4. THIS SITE LIES OTHN FLOOD INSURANCE RATE VAP ZONE X VAP# 12111CO070 J DATED: 2-16-12. 5. FLOOD ZONE SHOO HEREON IS AN INTERPRETATION BY THE SURVEYOR AND IS PROVIDED As A COURTESY. THE FLOOD ZONE SHOULD BE VERIFIED BY A DETERVINATION AGENCY+ 6. BEARINGS SHOO HEREON ARE BASED ON THE EAST LINE OF WATERSTONE PHASE I AS BEING NOO*05*59*W ACCORDING TO THE PLAT DESCRIBED HEREON. 1 7. P.I.I.D.E. DENOTES PUBLIC UTILITIES AND DRAINAGE EASEVENT, U.E. DENOTES UTILITY EASEVENT. 8. THE ACCURACY OF THIS SURVEY IS PREVISED ON THE EXPECTED USE OF THE SURVEY. THE EXPECTED USE / PURPOSE OF THIS SURVEY IS HOVE CONSTRUCTION. ACCURACY=11 FOOT IN 7.500 FEET OR BETTER. 9. ADDITIONS OR DELETIONS TO THIS SURVEY �AP By ANYONE OTHER THAN THE SIGNING SURVEYOR IS PROHIBITED OTHOUT WRITTEN CONSENT. ALL ELEVATIONS SHOWN HEREON ARE BASED ON NORTH AVERICAN VERTICAL DATUV OF 1988(N.A.Y.D.'88) CITY WATER AND SEWER S83034'32"E LOT 12 BLOCK 2 VACANT PROPOSED FFE = 22, DO 120,04' 56.77' � IN PLACE FORU BOARDS TOP ELEVA TION 22 33- PROPOSED FF . E , 32 S83-34'32,'E 1 �0 .00, LOT 10 BLOCK 2 VACANT PROPOSED �FE = 22.20 \.,A RECEIVED AUG 2 2 2019 ST. Lucie County, Permitting e- 8504 WATERSTONE BLVD. SCALE: 1 "=30, Atlantic Land Designs of the Treasure Coast, IR7468- -- 754 NE Jensen Beach Blvd. Jensen Beach. FL 34957 Mailing Address: P.O. Box 1421 Jensen Beach, FL 34958 ALD5543@gmall.com (772) 398-4290 DATE: 5-3-19 DPA#I: SW\JC — 2019-0372 8-13-ig FORV BOARD TIE IN LA5T FIELD DATE:8/12/19 "SFOR4E'R L6 ui 1� LO SET 25.001 Cq U I= C'N L �Z. 00 S ff :p:: -cc) 9-- I- ca -CN L0 V) 0-- 1 IL TR 33 �j —Li -,—CC ET 25.o , ji— Certified to: Adams Homes of NorthWest Florida, Inc. I hereby certify that the survey sho*n hereon is true and correct :nd is based on actual moseur evaents taken in the field. This ur e ets the Vinsirurn Technical Standards of Chapter 5J 17 FI (bin' �PSM 55�43 mes ITHSUIAN AUTHENTICATED ELECTRONIC AND AUTHENTICATED ELECTRONIC SEAL S�OF /?a�ow-r LEGAL DESCRIPTION: (Supplied by Client) LOT If IN BLOCK 2, WATERSTONE PHASE 1, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 62, PAGES 35 THROUGH 47. OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. SET = SET 5(&B ]RON R�BAR WITH YELLOW CAP KED -PS 55,43 Fl) FOUND 6/8 IRON REBAR IGHT OF WAY EASURED PLATTED CALCULATED R - RADIUS OF CURVE L = LENGTH OF CURVE D= DELTA OFICURVE FFE_= FINISHEDFLOOR �[-EyATION �Ifflff.CIE 0-0-0- CONC. = C.P.= Col COV. = CO SURVEYORS NOTES: 1. UNLESS OTHERtSE NOTED 0 LY PLATTED EASEVENTS ARE SHO HEREON. ARE PER PLAT UNLESS 01 E SHOWN. 2. ALL I� rs 3. NO UNDERGROUND UTILITIES OR IMPROVEVENTS WERE LOCATED UNLESS OTHEROSE SHOWN 4. THIS SITE UE� WITHIN FLOOD INSURANCE RATE VAP ZONE X VAP# 121ilCO070 i DATED: 2-16-12. 5. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE SURVEYOR AND IS PRO THE FLOOD ZONE SHOULD BE VERIFIED A DETER4DED AS A COURTESY. BY ilqAvoil AGENCY.+ 6. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE OF WATERSTONE PHASE I AS BEING ilom'59*W ACCORDING TO THE PLAT DESCRIBED HEREON. 7. P.I.I.D.E. DENOTES PUBLIC UTILITIES AND DRAINAGE EASEVENT. UZ DENOTES UTILITY EASEVENT, B. THE ACCURACY OF THIS SURVEY IS PREVISED ON THE EXPECTED USE OF THE SURVEY. THE EXPECTED USE / PURPOSE OF THIS SURVEY IS HOVE CONSTRUCTION. ACCURACY=1 FOOT IN 7.600 FEET OR BETTER. 9, ADDITIONS OR DELETIONS TO THIS SURVEY VAP BY ANYONE OTHER THAN THE SIGNING SURVEYOR IS PROHIBITED WITHOUT MITTEN CONSENT. unm i IL i niA r cquc PLAS IC FENCE PROPID$ED 'PLOT PLAN WOOD FENCE DJUBJECIT TO 0ONTRACITOR HEALTH DEPT.. AND Bun.DiNd DEPT. ONCRETE CRETE PAD ALL ELEVATIONS SHOWN HEREON ARE BASED ON FERED NORTH AVERICAN VERTICAL DATUM OF 1988(14AVA'88) DRAINAGE PROPOSED AND EXISTING CITY WATER AND SEWER CURVE DATA CI C2 R= 100.00 R= 220.00 L= 3.79 L= 3.79 D= 2'10'19" D= 0*59'13" LOT 12 BLOCK 2 VACANT PROpOSED FFE = 22.00 SE S83034'.32"E E3 28.99, C? 120.04' 50.67 C14 Od PARCEL 00 C'N fSTORY PROP RESIDENCE- L0 PROPOSED 8 3-CAR C'N 5.. MODEL 250' FFE = 22.32 8.99, SET S83-34132, --------- 'E 120.00, LOT 10 BLOCK 2 VACANT PROPOSED FFE = 22.20 RECEIVED JUL 2 6 2019 ST. Lucie County, Permitting r 8504 WATERSTIONE BLVD-. SCALE: 1 "=30' Atlantic Land Designs of the Treasure Coast, LB7468 764 NE 4,nsen Beach Blvd. Jensen Beocli, FL,34957 Mailing Address: P.O. Box 1421 Jensen Beach, FC34958 ALD5543@gmall.com (772) 3984290 DATE: 5-3-19 DRAWN: SW\JC — 2019-0372 6-4-ig raise tte OJ2' I LAST FIELD DATE:5-2-19 rt I I led to: 40.34" FPL "SFQQE� Homes of 0 C14 It 0 Lor L Lo 6 04 — SET 25.001 it it 0� at 00 00 (0 CD r L J�e --j 00 w 00 6�i L�j �(=o 7 v) 'd - cle 25.00 Florida, Inc, I hereby certily that the survey shoWn hereon is true and correct and Is based on actual maseureinents taken in the field. This survey rneets the 10iniaturn Technical Standards at Chapter BJ-17 Florida administrative code c 0 C�,' PSM 5543 t, C NOL I WATEOF SIGNATURE AND AUTHENTICATED ELECTRONIC SEAL �1: 0:� �uW,5-0(o�f LEGAL DESC�IPTION: (Supplied by Client) LOT 11 IN BLOCK 2, WATERSTONE PHASE 1. ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 52, PAGES 35 THROUGH 47, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. j ABBREVIATIONS: : I SET = SET 5(&8 IRON R�BAR WITH, YELLOW CAP KED -PS 5543 D FOUND 5/8 IRON REBAR OEI GHT OF WAY ASURED PLATTED CALCULATED R = kADIUS OF CURVE L = LENGTH OF CURVE D= DELTA OF CURVE FFE = FINISHED FLOOR EQATION, OH -OH -OH- = OVERHEAD WIR S X-X-X- = CHAi LINK FENCE -0-EH3-= PLAVIC FENCE 0-0-0- = WOOD FENCE CONIC. = CONCRETE C-P-= CONCRETE PAD COV.= COVERED DRAINAGE PROPOSED , 'go "C'n(i Co ?evo St. LJ [D^F;Z-')r E3 U FzZ\/F—=y "'SURVEYORS NOTES: i. UNLESS OTHERWISE NOTED LY PLATTED EASEMENTS ARE SHO HEREON, OIL) ARE PER PLAT UNLESS OTI E SHOWN. 2. ALL 10A rs 3. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE LOCATED UNLESS OTHERWISE SHOO. 4. THIS SITE LIES WITHIN FLOOD INSURANCE RATE MAP ZONE X MAP# 12ilIC0070 J DATED: 2-16-12. 5. 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.+ 6. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE OF WATERSTONE PHASE 11 AS BEING NowoS`5q*W ACCORDING TO THE PLAT DESCRIBED HEREON. 7. PAD.E. DENOTES PUBLIC UTIUTIES AND DRAINAGE EASEMENT, I.I.E. DENOTES UTILITY EASEMENT. 8. THE ACCURACY OF THIS SURVEY IS PREMISED ON THE EXPECTED USE OF THE SURVEY. THE EXPECTED USE / PURPOSE OF THIS SURVEY IS HOVE CONSTRUCTION. ACCURACY=1 FOOT IN 7.500 FEET OR BETTER. 9. ADDITIONS OR DELETIONS TO THIS SURVEY MAP BY ANYONE OTHER THAN THE SIGNING SURVEYOR IS PROHIBITED WITHOUT WRITTEN CONSENT. FPROPOM PLOT PLAN (OUBJEdT To doKTRAdMIt. HEALTH DEPT.. AND BUILDiNd DEPT. APPROVAL) ALL ELEVATIONS SHOWN HEREON ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988(N.A.VD-18) CITY WATER AND SEWER CURVE DATA CI C2 R= 100.00 R= 220,00 L= 3.79 L= 3.79 D= 2*10`19" D= 0*59'13" S83a,34,,32,rE LOT 12 BLOCK 2 VACANT PROPOSED FIE = 22.00 120,04' CN W.67 Od PARCEL W-3 00 -CN L0 'STORY PROP RESIDENCE YODEL 250� j-CAR 5.92 PROPOSED FFE 22.32 28.99' 4 SET 0 S11614'32"E 120, 0o' LOT 10 BLOCK 2 VACANT PROPOSED FFE = 22.20 8504 WATERSTONE BLVD. SCALE: 1 "=30' Atlantic Land Designs of the Treasure Coast, LB7468 754 K Jensen Beach Blvd. Jensen Beach, FL 34957 Mailing Address: P.O. Box 1421 Jensen Beacti, Fl- 34958 ALD5543@gmail.Gom (772) 398-4290 DATE: 5-3-19 DRAM: SW\UIC 2019-0372 6-4-19 raise Ife 0.12' LAST FIELD DATE:5-2-19 r I I I ied to: Lq 'cn jQ IRASFM FPL VEli Homes of 0 04 0 Lor t(i L6 't in:" C'4 — it I] to S T SET E cD 2500- 1" 11 it 25.11 c I C"I N U C C�11 Z�; DO 00 5? cD zi c:i let -00 :5 L- -;;e CIO -CN LU L 25.0o' L a w I nereDy CerIgly inax tne survey snown nereon is.true ana correct and is based on actual moseur esnents taken In the field. This survey mets the Vinitrurn Technical Standards ot Chapter 5J-17,,, Florida achi nistrative code. n byRnnelc�,�,, P.RM �541 rn s A., ...... "' e' n, Iln' .Tc..., ro r .. . ..... IC WITHOUT AN AUTHENTICATED ELECTRONIC N, SIGNATURE AND AUTHENTICATED ELECTRONIC SEAL SUR M