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Home My WebLink AboutBoundary Survey'1 p•1 MAr ur* ZJul�VL1,'Y BOUNbARY & TOPOGRIAPHIL SURVE y OF 1 - LOT 27, BLOCK 5, LAKEWOOD PARK UNIT NO. 1, according to the plat thereof as recorded in Plat Book 10, Page(s) 51, of the Public Records of St. Lucie County, :Florida. (Contains 0.24 acres) OZZ- '"'WELL ACROSS STREET OUT OF RANGE 20. 9 _ MIRAMAR AVENUE 2s19 SN D (70� PUBLIC R/W) SN&D 20.00 BM-2 EL=20.2 20'f ASPHALT ROAD EL=20.21 20.07 0 18.84 15'CMP M / 19.05 INVERT INVERT WARP SWALE SWAL-E-' SCALE S NALE-- S AL 135.6't EL=18.83 EL=18.85 INVERT P 9.3'-NOT T EL=19.42 IWARNVERT 19.21 SCALE _ EL =19.2419.51 S 0*4310" E 75 00' AN NE CORNER CONC S 89'43'10° E FIR 5/8' o SIRC 1/2' N 8943'10' W FIR 5/8' LOT 30, BLOCK 5 DRIVE 225.00'(P)(C) c 19.21 19.22 LB 8006 BEARING BASIS AT NE CORNER 75.00'(P) LOT 26, BLOCK 5 i 5.0' 4PROPOSED 74.91'(M) PROPOSED PLASTIC CONC X 20.58 1 70 TUBING INDUSTRY DRIVE x 19.95 FENCE S '� ' I.1 25' B.S.L. 0.85' W. L. O �+ m 25' U O �5 NH< 0'0X20.44 1 c w 3.75 ' c 19.67' p 1050 g ' cn Lq GAL �ROPOSED CONC ad n (p S/T ENTRY W/ WALK m t0 - - --- - n _ 5110ii , t f� /'v1 , 'i, {,fm X 20.79c1c .._s_ _ TO SEPTIC ^ / ci PROPOSED R. a �,r•,� u�i c� x 20.77 • / RESIDENCE 8� LOT 28 o ¢ LOT 26 LOT 25 r rr1 1612-B BLOCK 5 \ PROPOSED O z BLOCK 5 BLOCK 5 FF E 23.25 a- U RESIDENCE - '1r � � VACANT RESIDENCE FF EL =22.23 I I x .56 NO WELLS FF EL.=23.59 ii� ® m UNABLE TO \ (;�,;Ij 1 LOCATE WELL L+ 1 m29.33 '37.67' 8.00' 3 2C-4 ULLJ I PROP SED 3z \\ I N j� CO C PAD x 19.28 0os y.. Y M J, M a J r o o IJJ LOT 27 �� C:) BLOCK 5 6 X 19.58I �. (VACANT) X 19.47 N' PROPOSED WELL 20.05 9 FENCE 15' B.S.L.�O.6' x 19.49 0 19.65 3.55'W. N " 10' PUB C UTILITY & DRAINAGE SIRC 1/Y.---(,HIV---ANENT- SIBC�2' I.R RnOF.... _-O.IIV- I Sooe X19.56 SWALE- �SWA SW'ALf-- SWALf-- SWAL o� ' X 19.61 LOT 3 - N 89'48 21 W 75.00' 16.974 BLOCK 5 X 19.9 RESIDENCE o LOT 4 LOT 5 FF EL.=23.54 H F BLOCK 5 BLOCK 5 WELL OUT OF RANGE o'�� "' °� RESIDENCE o s2 6� N ao. RESIDENCE o FF EL.=22.35 0�yr FF EL.=21.74 WELL OUT OF RANGE WELL OUT OF RANGE BUILDING SETBACKS: GRAPHIC SCALE FRONT 25' REAR 15' 30 0 15 30 SIDE 7.5' CONTROLLING BENCHMARK SURVEYORS NOTES: NGS PID D14002 ( IN FEET) 1. LEGAL DESCRIPTION PROVIDED BY CLIENT. ADJOINERS SHOWN HAVE NOT BEEN SURVEYED. PUBLISHED ELEVATION 21.33 NAVD 1988 1 inch = 30 ft. 2. THE EXPECTED USE OF THIS PARCEL IS RESIDENTIAL. THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS BOUNDARY SURVEY IS 1 FOOT IN 7,500 FEET. THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE PERSON, 3. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT-OF-WAY AND/OR EASEMENTS OF RECORD. PERSONS OR ORGANIZATION IDENTIFIED BELOW AND ITS CERTIFICATION IS NON-TRANSFERRABLE. 4. SEPTIC TANKS AND WELLS IF SHOWN ARE APPROXIMATE LOCATIONS AND SHOULD BE FIELD VERIFIED BYA LICENSED CERTIFIED TO: CONTRACTOR FOR CORRECT POSITION AND SEPARATION. UNDERGROUND UTILITIES OR FOOTERS HAVE NOT BEEN LOCATED. WJH LLC 5. ALL RIGHTS -OF -WAY SHOWN HEREON ARE OPEN TO TRAVEL UNLESS OTHERWISE NOTED. aw"MAty, 6. ACCORDING TO THE NATIONAL FLOOD INSURANCE RATE MAP NUMBER 120111CO07W, HAVING AN EFFECTIVE DATE OF 'R� FEBRUARY 16, 2012. THIS PROPERTY APPEARS TO LIE WITHIN ZONE X, OUTSIDE SPECIAL FLOOD HAZARD AREA. � 7. ALL DISTANCES SHOWN HEREON ARE HORIZONTAL GROUND DISTANCES AND ARE REFERENCED TO U.S. SURVEY FEET. GSS SURVEYING 8 MAPPING, LLC. CERTIFICATE OF AUTHORIZATION NUMBER LB 8006 8. THE BOUNDARY DETERMINATION AND DELINEATION SHOWN ON THIS MAP OF SURVEY WAS BASED UPON THE PROFESSIONAL OPINION OF THE REGISTERED SURVEYOR PURSUANT TO NORMAL PRINCIPALS AND PRACTICES OF LAND STATE OF •Q�� SURVEYING AND IS NOT INTENDED TO IMPLY OR DETERMINE OWNERSHIP. THIS SURVEY DOES NOT INTEND TO DELINEATE �pplpl► •c LOCAL AREAS OF CONCERN OR ANY OTHER JURISDICTIONAL DETERMINATION. - SU 9. THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE BENEFIT AND USE OF THE PERSONS AND/OR ENTITIES NAMED r�r Oct 03,2019 ,h��lhhh�HEREON FOR THE PURPOSES IDENTIFIED HEREON ONLY. UNLESS OTHERWISE STATED, CERTIFICATION OF THIS SURVEY MAP JAr - iNKF -IAPPLIES ONLY TO THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J17 FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. THE TERRY H. DRW PROFESSIONAL SURVEVOR AND MAPPER NO.5597 CERTIFICATION IN NO WAY CONSTITUTES NEITHER GUARANTY NOR WARRANTY TO ANY OTHER INFORMATION NOT SHOWN OR HEREON. ADDITIONS, DELETIONS OR REVISIONS TO THIS DRAWING BY OTHERS ARE NOT PERMITTED AND THIS SURVEY MAY HENRY A. KILBURN, PROFESSIONAL SURVEYOR AND MAPPER NO.6661 NOT BE TRANSFERRED WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THE SIGNING SURVEYOR. THIS SURVEY IS NOT VALID FOR ANY OTHER PURPOSE OTHER THAN INTENDED BY THE SIGNING SURVEYOR. NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND RAISED SEAL OR DIGITAL SIGNATURE AND DIGITAL SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 10. EXISTING ELEVATIONS SHOWN ARE BASED UPON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). ADDRESS: NOT ASSIGNED LEGEND EL. = ELEVATION PIP = FOUND IRON PIPE "NO IDENTIFICATION' ® = WATER METER �E = ELECTRIC C = CALCULATED ( = CHAIN LINK FENCE BM = SITE BENCHMARK SIRC = SET IW IRON ROD WITH CAP "LB 8006' h FND =FOUND P.O.C. = POINT OF COMMENCEMENT CONC = CONCRETE " = FIRE HYDRANT XX,)()( = PROPOSED ELEVATIONS __0__G� = WOOD FENCE P.O.B. = POINT OF BEGINNING FNBD = FOUND NAIL AND DISK C # = CURVE NUMBER CB = CHORD BEARING / CH = CHORD SNBD = SET NAIL AND DISK W =WATER VALVE ® = RECLAIMED WATER TOB = TOP OF BANK PCP = PERMANENT CONTROL POINT FF EL .= FINISHED FLOOR ELEVATION ® = EXISTING WELL 8 =AND PC = POINT OF CURVATURE TFB = TOP OF FORMBOARD S I] = ELECTRIC TRANSFORMER A/C =AIR CONDITIONER TOE = TOE OF SLOPE PT = POINT OF TANGENCY SF = SQUARE FOOT = SANITARY MANHOL mans RAN = RIGHT OF WAY (P) = PLAT (D) = DEED (M) = MEASURE CA 61RC =FOUND IRON ROD WITH CAP CMP = CORRELATED MET = CABLE PEDESTAL EI = TELEPHONE JUNCTION BOX I.D. = IDENTIFICATION oxw = OVERHEAD WIRES FIR = FOUND IRON ROD 'NO IDENTIFICATION' CA CENTERLINE EMET AL PIPE EDGE OF PAVEMENT C8 = CATCH BASIN = LIGHT POLE CM = CONCRETE MONUMENT _ B.S.L.- = BUILDING SETBACK LINE UPDATES and/or REVISIONS BY DATE JOB 0 19-0184 GSS Surveying and Mapping, LLC ADDED UNOBSTRUCTED LD 06-12-19 DRAWN BY: LD i"t• e AREA FOR DRAINFIELD #3 to ADDED PROPOSED FFE LD 10-03-19 CHECKED BY: THD ( /. a F t 4620 Lipscomb Street NE, copy FIELD BOOK: FILE calm Bay, FL 32905 F i� PAGE: FlELD DATE: 04-05-19 321-914-3978 MAP OF SURVEY BOUNDARY & TOPOGRAPHIC SURVEY OF t LOT 27, BLOCK 5, LAKEWOOD PARK UNIT NO. 1, according to the plat thereof as recorded in Plat Book 10, Page(s) 51, of the Public Records of St. Lucie County, Florida,. (Contains 0.24 acres) 4 1 20.22 WELL ACROSS STREET OUT OF RANGE _ MIR_AMAR AVENUE SN BM&01 (70' PUBLIC R/W) i 20.07 M /18.84 WARP F- SWALE SWALE SWALE INVERT WARP 9.3' EL=19.42 ERT 19 2' Ehis 24�� 19.51 -. S 8943'10" E 7 NE NE CORR CONC S 89'43'10" E FIR 5/8' o 'IxLOT 30, BLOCK 5 DRIVE 225.00'(P)(C) o c 19.21 FDOH in St. Lucie County Environmental Health x 20.58 Site Plan Approved for Construction FENCE Supersedes All Previous Site Plans for OSTDS, #, &b S,', /9y MVfl . & Well # -,2 5� BUILDING SETBACKS: [J To SEPTIC LOT 28 BLOCK 5 RESIDENCE FF EL.=22.23 UNABLE TO LOCATE WELL Lv N M M 0 0 z X 19.47 20.05 19.56 FENCE 3.55'W. S!RC1/2' LB 800re LOT 3 BLOCK 5 RESIDENCE FF EL.=23.54 WELL OUT OF RANGE S PROPOSED b> 16' 'ROPOSED PLASTIC CONC TUBING INDUSTRY "' DRIVE SYSiEid- " w 25' B.S.L 25' 20.00 20.09 _ 20.19 i SM-2 5'CMP 19.05 INVERT INVERT 135.6't EL=18.83 EL=18.85 NOT R SCALE SIRC 1/2' N 89'43'10" W FIR 5/8' 19.22 LB 8006 BEARING BASIS AT NE CORNER 75.00'(P) LOT 26, BLOCK 5 74.91'(M) x 19.95 Nm `�,jl - _ - c 19.67' X 20.44 o,g 131 $ 0 v Ij c� PROPOSED CONC M GAL S/T ENTRY W/ WALK LO -X20.79 0 �, / PROPOSED o 2, a / RESIDENCE a 1612-B LOT2267 LOT 25 BLOCK 5 BLOCK 5 a VACANT RESIDENCE x .56 NO WELLS FF EL.=23.59 �7.67' 8.00' 3 19.58I 'D 3x3'x.28 19�� PAD \ oLn LOT 27 � BLOCK 5 (VACANT) PROPOSE[ WELL r� L15. B.S.L 110.6' 0 19.65 10' PUBLC UTILITY & DRAINAGE GRAPHIC SCALE FRONT 25' u REAR 15' 30 0 15 30 SIDE 7.5' 11- SWALE- SWALE--- SWAL 1, 75.00' x1 LOT 4 F BLOCK 5 M 8 RESIDENCE v o FF EL.=22.35 WELL OUT OF RANGE 8C06 QQ -x 19.58 18.94 8� x 19.49 LOT 5 o s BLOCK 5 o RESIDENCE FF EL.=21.74 WELL OUT OF RANGE X 19.61 M -OF -WAY SURVEYORS NOTES: CONTROLLING BENCHMARK NGS PI D D14002 ( IN FEET) 1. LEGAL DESCRIPTION PROVIDED BY CLIENT. ADJOINERS SHOWN HAVE NOT BEEN SURVEYED. PUBLISHED ELEVATION 21.33 NAVD 1988 1 inch = 30 ft. 2. THE EXPECTED USE OF THIS PARCEL IS RESIDENTIAL. THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS BOUNDARY SURVEY IS 1 FOOT IN 7,500 FEET. THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE PERSON, 3. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT-OF-WAY AND/OR EASEMENTS OF RECORD. PERSONS OR ORGANIZATION IDENTIFIED BELOW AND ITS CERTIFICATION IS NON-TRANSFERRABLE. 4. SEPTIC TANKS AND WELLS IF SHOWN ARE APPROXIMATE LOCATIONS AND SHOULD BE FIELD VERIFIED BY A LICENSED CERTIFIED TO: CONTRACTOR FOR CORRECT POSITION AND SEPARATION. UNDERGROUND UTILITIES OR FOOTERS HAVE NOT BEEN LOCATED. VVJH LLC 5 ALL RIGHTS SHOWN HEREON ARE OPEN TO TRAVEL UNLESS OTHERWISE NOTED 6. ACCORDING TO THE NATIONAL FLOOD INSURANCE RATE MAP NUMBER 120111CO070J, HAVING AN EFFECTIVE DATE OF FEBRUARY 16, 2012. THIS PROPERTY APPEARS TO LIE WITHIN ZONE X, OUTSIDE SPECIAL FLOOD HAZARD AREA. ,H` pR�111/ Date. 7. ALL DISTANCES SHOWN HEREON ARE HORIZONTAL GROUND DISTANCES AND ARE REFERENCED TO U.S. SURVEY FEET. '1i ,,�j, 40Ase 8. THE BOUNDARY DETERMINATION AND DELINEATION SHOWN ON THIS MAP OF SURVEY WAS BASED UPON THE X J Lss597 ssT 2019.06.1 PROFESSIONAL OPINION OF THE REGISTERED SURVEYOR PURSUANT TO NORMAL PRINCIPALS AND PRACTICES OF LAND GSS &MAPPING, LLC. g SURVEYING AND IS NOT INTENDED TO IMPLY OR DETERMINE OWNERSHIP. THIS SURVEY DOES NOT INTEND TO DELINEATE SURVEYING 9 /� LOCAL AREAS OF CONCERN OR ANY OTHER JURISDICTIONAL DETERMINATION. CERTIFICATE OF AUTHORIZATION NUMBER LB 8006 or STATE OF 2 11.4 2. �q- FLORIDA d 9. E FOR THE EXCLUSIVE BENEFIT AND USE OF THE PERSONS AND/OR ENTITIES NAMED HAS BEEN DFIED i,````-0`'1'1001 HERHEON FORIS HE PURPOSES IDENTIY HEREON ONLY. UNLESS OTHERWISE STATED, CERTIFICATION OFT IS SURVEY MAP r1j1j111 APPLIES ONLY TO THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5,117 FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. THE CERTIFICATION IN NO WAY CONSTITUTES NEITHER GUARANTY NOR WARRANTY TO ANY OTHER INFORMATION NOT SHOWN HEREON. ADDITIONS, DELETIONS OR REVISIONS TO THIS DRAWING BY OTHERS ARE NOT PERMITTED AND THIS SURVEY MAY S NOT BE TRANSFERRED WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THE SIGNING SURVEYOR. THIS SURVEY IS NOT TERRY H. DRUM PROFESSIONAL SURVEYOR AND MAPPER NO.5597 VALID FOR ANY OTHER PURPOSE OTHER THAN INTENDED BY THE SIGNING SURVEYOR. THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED 10. EXISTING ELEVATIONS SHOWN ARE BASED UPON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). ADDRESS: NOT ASSIGNED LEGEND Ow PCL� EL. = ELEVATION FIP = FOUND IRON PIPE'NO IDENTIFICATION' ® = WATER METER �E = ELECTRIC C = CALCULATED X= CHAIN LINK FENCE BM = SITE BENCHMARK SIRC = SET 1/2" IRON ROD WITH CAP "LB 8006' P.O.C. = POINT OF COMMENCEMENT CONC = CONCRETE = FIRE HYDRANT XX,XX = PROPOSED ELEVATIONS FND = FOUNDS = WOOD FENCE P.O.B. = POINT OF BEGINNING CB = CHORD BEARING / CH = CHORD FNBD = FOUND NAIL AND DISK SNBD = SET NAIL AND DISK =WATER VALVE R O = RECLAIMED WATER C # = CURVE NUMBER -TOa- = TOP OF BANK ® PCP = PERMANENT CONTROL POINT FF EL. FINISHED FLOOR ELEVATION = EXISTING WELL 8 = AND PC = POINT OF CURVATURE TFB = TOP OF FORMBOARD = ELECTRIC TRANSFORMER A/C =AIR CONDITIONER TOE = TOE OF SLOPE PT = POINT OF TANGENCY SF = SQUARE FOOT = SANITARY MANHOLE 0 RIW = RIGHT OF WAY (P) = PLAT (D) = DEED (M) = MEASURE CO =CABLE PEDESTAL 0 = TELEPHONE JUNCTION BOX I.D. = IDENTIFICATION oHw = OVERHEAD WIRES FIR = FOUND IRON ROD "NO IDENTIFICATION" C/L = CENTERLINE EDP= EDGE OF PAVEMENT C8 CM =CONCRETE MONUMENT FIRC = FOUND IRON ROD WITH CAP CMP = CORREGATED METAL PIPE = CATCH BASIN = LIGHT POLE = BUILDING SETBACK LINE UPDATES and/orTR REVISIONS BY DATE JOB 19-0184 GSS Surveying and Mapping LLC ADDED UNOBSTRUCTED Lp 06-12-19 DRAWN BY: LD AREA FOR DRAINFlELD a 4.620 Lipscomb Steet NE, Suite 2 ` Palm Bay, FL 32905 CHECKED BY: THD FIELD BOOK: FILE PAGE: 321-914-3978 FIELD DATE 04-05-19