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HomeMy WebLinkAboutBoundary SurveyBOUNDARY & TOPOGRAPHIC SURVEY OF ,.....� 1_6T 26 BLOCK 5, LAKEWOOD PARK UNIT NO. 1, according to the plat thereof Qs recorded in Plat. Book '10, Page(s) 51, of the Public Records of St. Lucie County, Florida. (Contins 0.24 acres) 0 ' 20.09 9 WELL ACROSS STREET OUT OF RANGE 19.91 1 _MIRAMA_R= VENUE _ 2010_ (70' PUBLIC /V 2o.1z BM-1 20.07 BM-2 ' 9 EL=20.2 20 f ASPHALT ROAD EL=20.21 1d� 22.00 20.00 c 18.59 15'CMP r7 9.05 M INVERT INVERT WARP 124.3't EL=18.83 EL=18.85 INVERT OTT SW LE- - SWA SWALE-- SWALf- SWAL 0,8' EL=19.42 (INVERT RP SCALE 9.224 S 89*4 '10" 75.00'X,9.59 NE CORNER CONCS89'43'10' E 51RC 1 2 19.22LOT 30, BLOCK 5 DRIVE300.00'(P)(C) LB 8006 19 55 ao 19 80 'FIR 5/8' N 89'43'10' W AT NFIR E CORNER PROPOSED 19.54 i'- X 19.80 BEARING BASIS LOT 24, BLOCK 5 150.00 (P) 150.02'(M) gg 16' c 14 8 .4' 20.00 y I CONC u� PROPOSED PLASTIC X 19.70 DRIVE TUBING INDUSTRY I FENCE CORNER 25' B.S.L. SYSiI w 29.3'S., 0.3'W. 25 LO' 01050 8.50' 17.04. GAL aI 20.42 'a b 11.79 S/T 00 N vi wi 4.2 n tC as PROPOSED CONC 20.44 LO r . _ ENTRY W/ WALK 1000 SQ FT LOT 25 UNOBSTRUCTED � AREA AvaLAe (DOUBLE LOT WITH LOT 26) X20.79 �� BLOCK 5 / c RESIDENCE c a x 20.77 in ELa.-23.59 LOT 27 a z . PROPOSED / SE 0 OF RAN VL( $ o RESIDENC 20.20 ACANT a U �14,002__B X 20.63 3 X 20.60 NO WELLS 19.56 i p 54E 1"23 I A 8.7536.46'MM / U.l /� RCONC� 30 I OC I::..r, LRO C-4 \ .0 �v i.Y 9 CD 4 -LOT 26 BLOCK 5 \'s. I 20.30 c:1 ;c:_. Z �a (VACANT) \po X20.40\ �•fc,: �,L�L11 10.3' PROPOSED � \�\ FENCE 15' B.S.L. X 19.49 6..1'N., 2 2'E. if'C I t t9 10' PUBLIC UTILITY do DRAINAGE SIRC 1/2 1889 EASEMENTOHW 19.67 LB 8006 20.59 \ _ -t _-0 SIRC 1 /2' sw� �- SrA „ sww- swALE sw 19.19 m ,o LOT 4 � 80 FlR 5/8' BLOCK 5 19.9 0.68'S., \WELL RESIDENCE 18'94 LOT 5 0.30'W. LOT 6 �I E�FF E22 5 �'� �� o s BLOCK 5 BLOCK 5 0 T-OF RGE �oy� o. R S DENC RESIDENCE wE2ToF Is`Pn�Cn7oF GRAPHIC SCALE RANGE RANGE 30 0 15 30 BUILDING SETBACKS: FRONT 25' ( IN FEET ) REAR 15' SIDE 7.5' 1 inch = 30 ft. CONTROLLING BENCHMARK SURVEYORS NOTES: NGS PID D14002 1. LEGAL DESCRIPTION PROVIDED BY CLIENT. ADJOINERS SHOWN HAVE NOT BEEN SURVEYED.' PUBLISHED ELEVATION 21.33 NAVD 1988 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. 3. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT-OF-WAY AND/OR EASEMENTS OF RECORD. 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. WJH LLC ,� �,� 5. ALL RIGHTS -OF -WAY SHOWN HEREON ARE OPEN TO TRAVEL UNLESS OTHERWISE NOTED. IL (� 6. ACCORDING TO THE NATIONAL FLOOD INSURANCE RATE MAP NUMBER 120111C0070J, HAVING AN EFFECTIVE DATE OF YT N FEBRUARY 16, 2012. THIS PROPERTY APPEARS TO LIE WITHIN ZONE X, OUTSIDE SPECIAL FLOOD HAZARD AREA. GSS SURVEYING 8 MAPPING, LLC. awl 7. ALL DISTANCES SHOWN HEREON ARE HORIZONTAL GROUND DISTANCES AND ARE REFERENCED TO U.S. SURVEY FEET. CERTIFICATE OF AUTHORIZATION NUMBER LB 8006 171 g 8. THE BOUNDARY DETERMINATION AND DELINEATION SHOWN ON THIS MAP OF SURVEY WAS BASED UPON THE ST•Qa� PROFESSIONAL OPINION OF THE REGISTERED SURVEYOR PURSUANT TO NORMAL PRINCIPALS AND PRACTICES OF LAND �� I p�pp�► SURVEYING AND IS.NOT INTENDED TO IMPLY OR DETERMINE OWNERSHIP. THIS SURVEY DOES NOT INTEND TO DELINEATE - A:. //� LOCAL AREAS OF CONCERN OR ANY OTHER JURISDICTIONAL DETERMINATION. '0��78orvo11o1 Sep 16,2019 h�4ggh�9. THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE BENEFIT AND USE OF THE PERSONS AND/OR ENTITIES NAMED _p66fApp�� I HEREON FOR THE PURPOSES IDENTIFIED HEREON ONLY. UNLESS OTHERWISE STATED, CERTIFICATION OF THIS SURVEY MAP APPLIES ONLY TO THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND TERRY H. DRUM PROFESSIONAL SURVEYOR AND MAPPER NO.5597 MAPPERS IN CHAPTER 5,117 FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. THE OR CERTIFICATION IN NO WAY CONSTITUTES NEITHER GUARANTY NOR WARRANTY TO ANY OTHER INFORMATION NOT SHOWN HENRY A. KILBURN, PROFESSIONAL SURVEYOR AND MAPPER NO.6661 HEREON. ADDITIONS, DELETIONS OR REVISIONS TO THIS DRAWING BY OTHERS ARE NOT PERMITTED AND THIS SURVEY MAY NOT BE TRANSFERRED WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THE SIGNING SURVEYOR. THIS SURVEY IS NOT NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND RAISED SEAL OR DIGITAL SIGNATURE VALID FOR ANY OTHER PURPOSE OTHER THAN INTENDED BY THE SIGNING SURVEYOR. AND DIGITAL SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 10. EXISTING ELEVATIONS SHOWN ARE BASED UPON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAND 88). ADDRESS: NOT ASSIGNED LEGEND EL. = ELEVATION PIP = FOUND IRON PIPE'NO IDENTIFICATION' B3 = WATER METER �E = ELECTRIC C = CALCULATED ( = CHAIN LINK FENCE BM = SITE BENCHMARK SIRC = SET 112' IRON ROD WITH CAP'LB 8006' FND = FOUND P.O.C. = POINT OF COMMENCEMENT CONC = CONCRETE =FIRE HYDRANT XX.XX =PROPOSED ELEVATIONS -fl--0-� - =WOOD FENCE P.O.B. = POINT OF BEGINNING FN&D = FOUND NAIL AND DISK w C # =CURVE NUMBER = WATER VALVE CB = CHORD BEARING I CH = CHORD SN&D = SET NAIL AND DISK W ® =RECLAIMED WATER toe = TOP OF BANK PCP = PERMANENT CONTROL POINT FF EL= FINISHED FLOOR ELEVATION = EXISTING WELL & =AND PC = POINT OF CURVATURE TFB = TOP OF FORMBOARD = SANITARY MANHOLE TOM S O =ELECTRIC TRANSFORMER AIC =AIR CONDITIONER TOE = TOE OF SLOPE PT =POINT OF TANGENCY SF = SQUARE FOOT RAN = RIGHT OF WAY (P) =PLAT (D) =DEED (M) =MEASURE Ca CABLE PEDESTAL 0 =TELEPHONE JUNCTION BOX I.D. =IDENTIFICATION oxw =OVERHEAD WIRES FIR = FOUND IRON ROD 'NO IDENTIFICATION" CIL =CENTERLINE EDP-- EDGE OF PAVEMENT CM = CONCRETE MONUMENT FIRC = FOUND IRON ROD WITH CAP CMP = CORREGATED METAL PIPE CB = CATCH BASIN LIGHT POLE-B.s.L.- =BUILDING SETBACK LINE UPDATES and/or REVISIONS BY DATE JOB J: 19-0185 GSS Surveying and Mapping, LLC ADDED UNOBSTRUCTED LD OB-12-19 DRAWN BY: LD AREA FOR DRAINFlELD 4620 Lipscomb Steet NE, Suite 2 ADDED PROPOSED LD 09-16-19 CHECKED BY, THD FINISHED FLOOR1 rx FIELD BOOK: FILE Palm Bay, FL 32905 PAGE: ,. FIELD DATE: 04-05-19 321-914-3978 BOUNDARY & TOPOGRAPHIC SURVEY OF T 2'6, BLOCK 5, LAKEWOOD PARK UNIT NO. 1, according to the plat thereof as recorded in Plat $ook 10, Page(s) 51, of the Public Records of St. Lucie County, Florida. (Contains 0.24 acres) 20.09 20.19 WELL ACROSS STREET OUT OF RANGE 19:91 MIRAMA_R AVENUE 20.10_ _ �`D (70' PUBLIC RR/W�- SN&D 20.07 BM-2 EL=20.2 20.12 BM-1 20't ASPHALT ROAD EL=20.21 22.00 20.00 c 18.59 15"CMP r7 9.05 M INVERT INVERT WARP 124.3't INVERT OTT ) SW L-E SWA SWALE SWAL-E-- SWAL 0.8 EL.=18.83 EL.=18.85 EL=19.42 RP SCALE I T EL=19.ZL - " S 89 4 , n r 10 75.00 X 19.59 NE CORNER LOT 30, BLOCK 5 CONC S 89'43'10" E 1/2" 19.22 FIR 5/8' FIR • DRIVE 300.00'(P)(C) LB LB 8006 19.55 00 N 89*43'10" W E C AT NE CORNER PROPOSED 19.54 X 19.80 BEARING BASIS 150.00 (P) 150.02'(M) LOT 24, BLOCK 5 FDOH in St. Lucie County 20.00 I Environmental CONC DRIVE Ub M PROPOSED PLASTIC 14.8 Health TUBING INDUSTRY Site Plan Approved for Construction 25' B.S.L. SUM � W FENCE CORNER 29.3'S., 01% I Supersedes All Previous.,Site Plans for o 25' G SIDS #56. - 9 D�p % '& Well 8.50' vi 17.04' 0' 1050 GAL - ate: Z 20.42 1D M o 11.79 S/T I N eviewer: vJi 0° � 4.2 PROPOSED CONC ENTRY W/ WALK Y0.44 m co .- _ ^ LOT 25 (DOUBLE LOT WITH LOT 26) �2/7 I BLOCK 5 g / C3 RESIDENCE o a 0 x 20.7,5 / FF EL.=23.59 LOT 27 PROPOSED SEPTIC OUT OF RANGE BLOCK 5 c� RESIDENCE/ X 20.63 20.20 x 20.60 VACANT a 1402-B I 3 NO WELLS 1s 56 // / 36.46' / 29.79' ,� _u SIRC 1/ LB 80 LOT 4 1 BLOCK 5 RESIDENCE FF EL=22.35 WELL OUT OF RANGE BUILDING SETBACKS: FRONT 25' REAR 15' SIDE 7.5' Li.l J g I �� �RO 3x3 e CONC NC PeD II J \\ M / ��9 o o LOT 26 \ BLOCK 5 \'s. /4(VACANT) tl\_P PROPOSED WELL \ 19.65 15' B.S.L. X 19.49 \ 19 10' PUBLIC UTILITY & DRAINAGE SIRC 1/2 `- EASEMENT 1961 LB 800E 18.94 LOT 5 BLOCK 5 for RESIDENCE FF EL=21.74 WELL OUT OF RANGE O � V) / \ /20.30 \ \ X 20.40 \ FENCE \ 6..1'N., 2.2'E. \ \ 18.89 20.59 r FIR 5/8- 0.68'S., \WELL 0.30'W. LOT 6 BLOCK 5 RESIDENCE FF EL.=23.79 I SEPTIC OUT OF RANGE GRAPHIC SCALE 30 0 15 30 ( IN FEET ) 1 inch = 30 ft. CONTROLLING BENCHMARK SURVEYORS NOTES: NGS PID D14002 1. LEGAL DESCRIPTION PROVIDED BY CLIENT. ADJOINERS SHOWN HAVE NOT BEEN SURVEYED. PUBLISHED ELEVATION 21.33 NAVD 1988 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. 3. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT-OF-WAY AND/OR EASEMENTS OF RECORD. 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. WJH LLC H` OQG,''Date: 5. ALL RIGHTS -OF -WAY SHOWN HEREON ARE OPEN TO TRAVEL UNLESS OTHERWISE NOTED. �Y 4a�se Nub f 1z 6. ACCORDING TO THE NATIONAL FLOOD INSURANCE RATE MAP NUMBER 120111C0070J, HAVING AN EFFECTIVE DATE OF o * LS5597 2019.04.1 FEBRUARY 16, 2012. THIS PROPERTY APPEARS TO LIE WITHIN ZONE X, OUTSIDE SPECIAL FLOOD HAZARD AREA. GSS SURVEYING & MAPPING, LLC. 4 CERTIFICATE OF AUTHORIZATION NUMBER LB 8006 C O 7. ALL DISTANCES SHOWN HEREON ARE HORIZONTAL GROUND DISTANCES AND ARE REFERENCED TO U.S. SURVEY FEET. o STATE OF a� 7 JV O c G O O9. 6. I� FLORIDA 4mr 8 . THE BOUNDARY DETERMINATION AND DELINEATION SHOWN ON THIS MAP OF SURVEY WAS BASED UPON THE 1001 PROFESSIONAL OPINION OF THE REGISTERED SURVEYOR PURSUANT TO NORMAL PRINCIPALS AND PRACTICES OF LAND Jill,�l����� Ipor_04 SURVEYING AND IS NOT INTENDED TO IMPLY OR DETERMINE OWNERSHIP. THIS SURVEY DOES NOT INTEND TO DELINEATE LOCAL AREAS OF CONCERN OR ANY OTHER JURISDICTIONAL DETERMINATION. A9. THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE BENEFIT AND USE OF THE PERSONS AND/OR ENTITIES NAMED _PRZMb 6RACS`QRV K AND MAPPER IN RFSP01ISTILE Gr HEREON FOR THE PURPOSES IDENTIFIED HEREON ONLY. UNLESS OTHERWISE STATED, CERTIFICATION OF THIS SURVEY MAP APPLIES ONLY TO THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND TERRY H. DRUM PROFESSIONAL SURVEYOR AND MAPPER NO.15597 MAPPERS IN CHAPTER 5.117 FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. THE OR CERTIFICATION IN NO WAY CONSTITUTES NEITHER GUARANTY NOR WARRANTY TO ANY OTHER INFORMATION NOT SHOWN HENRY A. KILBURN, PROFESSIONAL SURVEYOR AND MAPPER NO.6661 HEREON. ADDITIONS, DELETIONS OR REVISIONS TO THIS DRAWING BY OTHERS ARE NOT PERMITTED AND THIS SURVEY MAY NOT BE TRANSFERRED WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THE SIGNING SURVEYOR. THIS SURVEY IS NOT NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND RAISED SEAL OR DIGITAL SIGNATURE VALID FOR ANY OTHER PURPOSE OTHER THAN INTENDED BY THE SIGNING SURVEYOR. 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 FIP = FOUND IRON PIPE'NO IDENTIFICATION' ® = WATER METER �E = ELECTRIC C = CALCULATED XX X-)( = CHAIN LINK FENCE BM = SITE BENCHMARK SIRC = SET 1/2" IRON ROD WITH CAP "LB 8006' FND =FOUND P.O.C. = POINT OF COMMENCEMENT CONC = CONCRETE = FIRE HYDRANT XX,XX = PROPOSED ELEVATIONS WOOD FENCE P.O.B. = POINT OF BEGINNING CB = CHORD BEARING / CH = CHORD FN&D = FOUND NAIL AND DISK SN&D = SET NAIL AND DISK W =WATER VALVE O = RECLAIMED WATER C # = CURVE NUMBER TOe = TOP OF BANK ® & = AND PCP = PERMANENT CONTROL POINT FF EL.= FINISHED FLOOR ELEVATION = EXISTING WELL = ELECTRIC TRANSFORMER PC = POINT OF CURVATURE TFB = TOP OF FORMBOARD S = SANITARY MANHOL Twws A/C = AIR CONDITIONER TOE = TOE OF SLOPE PT= POINT OF TANGENCY SF= SQUARE FOOT RM= RIGHT OF WAY (P) = PLAT (D) = DEED (M) = MEASURE L� =CABLE PEDESTAL = TELEPHONE JUNCTION BOX I.D. = IDENTIFICATION OHw = OVERHEAD WIRES R = FOUND IRON ROD "NO IDENTIFICATION" FIRC CEDGE OF PAVEMENT =CENTERLINE ETAL C♦3 CM = CONCRETE MONUMENT FIMETAL =FOUND IRON ROD WITH CAP CMP = CORRELATED MEMETPIPE = CATCH BASIN = LIGHT POLE = BUILDING SETBACK LINE UPDATES and/or REVISIONS BY DATE JOB k. 19-0185 (�Q(� �+�+�+ Surveying and Mapping, LLC DRAWN BY: LID x s. 4620 Lipscomb Steet NE, Suite 2 Palm Bay, FL 32905 CHECKED BY: THD FIELD BOOK: Flllz PAGE:' 321-914-3978 FIELD DATE: 04-05-19 MAP OF SURVEY BOUNDARY & TOPOGRAPHIC OF 'LOT` f6, BLOCK 5, LAKEWOOD PARK UNIT NO. 1, according to the pl Page(s) 51, of the Public Records of St. Lucie County, F WARP INVERT EL=19.42 NE CORNER LOT 30, BLOCK 5 20.19 SN&D BM-2 EL=20. 20.00 124.3'f WARP OT TO INVERT SCALE _ EL=19.2��� CONC S 89*43'10" E SIRC 1/2 DRIVE 300.00'(P)(C) LB 800E FDOH in St. Lucie County £rWironmental Health Site Plan Approved for Construction Supersedes All Previous.,,Site Plans for OSTDS*5'6 ,c e -A Well #0.� 5! Date: 6 19 Reviewer: L �c 20.79 . - LOT 27 BLOCK 5 VACANT NO WELLS 19.56 - ' SIRC /- LB 80 LOT 4 1 BLOCK 5 RESIDENCE FF EL.=22.35 WELL OUT OF RANGE BUILDING SETBACKS: FRONT 25' REAR 15' SIDE 7.5' CONTROLLING BENCHMARK NGS PID D14002 PUBLISHED ELEVATION 21.33 NAVD 1988 CERTIFIED TO: WJH LLC GSS SURVEYING & MAPPING, LLC. CERTIFICATE OF AUTHORIZATION NUMBER LB 8006 W a N LO ►') O O ►A 20.09 WELL ACROSS STREET OUT OF RANGE MIRAMA_R AVENUE (70' PUBLIC RR/W-"-)---,- SN&D 6% 20't ASPHALT ROAD 20.12 FI BM C 9.05 M LE- SWAL SWALE- SCALE- SWALE- S 89*4110" 19.55 / °a PROPOSED 19.54 16' 19 CONC DRIVE U PROPOSED PLASTIC 14, TUBING INDUSTRY 25' B.S.L _r SYSTEM El 25' it thereof as recorded in Plat Book 10, orida. (Contains 0.24 acres) 20.10 20.07 8.59 15"CMP INVERT INVERT EL=18.83 EL=18.85 x 19.59 FIR 5/8" N 89'43'10" W FIR 5 8- BEARING BASIS AT NE CORNER x 19.80 150.00'(P) 150.02'(M) LOT 24, BLOCK 5 20.00 FENCE CORNER 29.31S., 0.SW. 8.50' ui T 17.04' 20.42 b 'b11.79 1050 ° GAL S/T I N J M 4.2 -� m PROPOSED CONC PO gq mLO ENTRY W/ WALK LOT 25 (DOUBLE LOT WITH LOT 26) P $ I BLOCK 5 a Lo \ RESIDENCE x 20.7 FF EL.=23.59 z . PROPOSED SEPTIC OUT OF RANGE ? 8 RESIDENCE/ x 20.63 20.20 x 20.60 1.3; _ I 1402-B / I //1.75' 36 , 4R' / AaPOgD CONC x3 D LOT 26 \ \ BLOCK 5 \'s• (VACANT) &_P, 10.3' PROPOSED WELL \ 9.65 15' .B.S.L x 19.49 � \ 19 8 10' PUBUC UTILITY do DRAINAGE SIRC 1/2 ____ u EASEMENT 19.61 Lg 8006 18.94 LOT 5 s BLOCK 5 RESIDENCE FF EL.=21.74 WELL OUT OF RANGE !n / /20.30 \ X 20.40\ \ FENCE \ 6..1'N., 2.2'E. \ \ 18.89 20.59 \ :19:19- FlR 5/8" ! . 0.68'S., \WELL 0.30X LOT 6 BLOCK 5 RESIDENCE FF EL.=23.79 I SEPTIC OUT OF RANGE 4 GRAPHIC SCALE 30 0 15 30 ( IN FEET ) 1 inch = 30 ft. SURVEYORS NOTES: 1. LEGAL DESCRIPTION PROVIDED BY CLIENT. ADJOINERS SHOWN HAVE NOT BEEN SURVEYED. 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. ' 3. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT-OF-WAY AND/OR EASEMENTS OF RECORD. 4. SEPTIC TANKS AND WELLS IF SHOWN ARE APPROXIMATE LOCATIONS AND SHOULD BE FIELD VERIFIED BY A LICENSED CONTRACTOR FOR CORRECT POSITION AND SEPARATION. UNDERGROUND UTILITIES OR FOOTERS HAVE NOT BEEN LOCATED. ��RY"H` p Date: 5. ALL RIGHTS -OF -WAY SHOWN HEREON ARE OPEN TO TRAVEL UNLESS OTHERWISE NOTED. I �fill Nu'aa�',,i�� ACCORDING NATIONAL BVDATE OF �% LS5597 2019.04.1 F BRUARY 6, 2012. TH SPROPERTY APP ARS TO L E W THIN ZONE XOUTSIDE PEC AL FLOOD HAZARD AREA. 1 7. ALL DISTANCES SHOWN HEREON ARE HORIZONTAL GROUND DISTANCES AND ARE REFERENCED TO U.S. SURVEY FEET. STATE OF Qa= 0 09:56:38 FLORIDA e`�0� 8. THE BOUNDARY DETERMINATION AND DELINEATION SHOWN ON THIS MAP OF SURVEY WAS BASED UPON THE I I PROFESSIONAL OPINION OF THE REGISTERED SURVEYOR PURSUANT TO NORMAL PRINCIPALS AND PRACTICES OF LAND 1111sw "„������ -04 00 SURVEYING AND IS NOT INTENDED TO IMPLY OR DETERMINE OWNERSHIP. THIS SURVEY DOES NOT INTEND TO DELINEATE LOCAL AREAS OF CONCERN OR ANY OTHER JURISDICTIONAL DETERMINATION. 9. THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE BENEFIT AND USE OF THE PERSONS AND/OR ENTITIES NAMED SP OITSTR-R-CRAT= HEREON FOR THE PURPOSES IDENTIFIED HEREON ONLY. UNLESS OTHERWISE STATED, CERTIFICATION OF THIS SURVEY MAP TERRY H. DRUM PROFESSIONAL SURVEYOR AND MAPPER NO.5597 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 OR CERTIFICATION IN NO WAY CONSTITUTES NEITHER GUARANTY NOR WARRANTY TO ANY OTHER INFORMATION NOT SHOWN HENRY A. KILBURN, PROFESSIONAL SURVEYOR AND MAPPER NO.6661 HEREON. ADDITIONS, DELETIONS ORIREVISIONS TO THIS DRAWING BY OTHERS ARE NOT PERMITTED AND THIS SURVEY MAY NOT BE TRANSFERRED WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THE SIGNING SURVEYOR. THIS SURVEY IS NOT NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND RAISED SAL OR DIGITAL SIGNATURE VALID FOR ANY OTHER PURPOSE OTHER THAN INTENDED BY THE SIGNING SURVEYOR. 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 -- X X 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 -6- = FIRE HYDRANT FX-X-X-X-1 = PROPOSED ELEVATIONS FND = FOUND_ = WOOD FENCE P.O.B. = POINT OF BEGINNING CB = CHORD BEARING I CH = CHORD FN&D = FOUND NAIL AND DISK SN&D = SET NAIL AND DISK MR =WATER VALVE O = RECLAIMED WATER C 11= CURVE NUMBER © Toe = TOP OF BANK PCP = PERMANENT CONTROL POINT FF EL. FINISHED FLOOR ELEVATION = EXISTING WELL & = AND PC = POINT OF CURVATURE TFB = TOP OF FORMBOARD S 0 = SANITARY MANHOLE ❑A TRW = ELECTRIC TRANSFORMER A/C = AIR CONDITIONER Toe = TOE OF SLOPE PT = POINT OF TANGENCY SF = SQUARE FOOT RM = RIGHT OF WAY (P) = PLAT (D) = DEED (M) = MEASURE CO =CABLE PEDESTAL =TELEPHONE JUNCTION BOX I.D. =IDENTIFICATION oHw =OVERHEAD WIRES FIR = FOUND IRON ROD'NO IDENTIFICATION' CIL = CENTERLINE EOP= EDGE OF PAVEMENT CB CM =CONCRETE MONUMENT FIRC = FOUND IRON ROD WITH CAP CMP = CORREGATED METAL PIPE = CATCH B BASIN = LIGHT POLE -B:S.L.- = BUILDING SETBACK LINE UPDATES and/or REVISIONS BY DATE JOB it 19-0185 n� GSS Surveying and Mapping, LLC DRAWN BY: LD .;,F r r i p 4620' Lipscomb Steet NE, Suite 2 CHECKED BY: THD FIELD BOOK: FILE F}� ��� Palm Bay, FL 32905 PAGE: FIELD DATE: 04-05-19 321-914-3978