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HomeMy WebLinkAboutSURVEY (2)f 9o,`? Ob 5HH ,In0 FORMBOARDSURVEY FIR 5/8" LEGAL DESCRIPTION LOT 23, BLOCK 79, LAKEWOOD PARK, UNIT 7 AS RECORDED IN PLAT BOOK 11, PAGES 13, PUBLIC RECORDS OF SAINT LUCIE COUNTY, FLORIDA. FIR N/D BM BR AVENUE F,LVm2117' _ — _ 70• R/W FIR h O .r 0 LOT 24 FTE-22.57• ti O O O GO d E. .Y .H E. FIR LOT SIZE= 10.189 SOFT MODEL: 26.29' FORMBOARDS FFE-23.51 a a 1D D.U.E. EST - PROPOSED DRAINAGE qyn ♦' ARROW GROUND ELEVATION PROPOSED ELEVATION PROPOSED CORRUGA METAL PIPE 0 p 15 30 FIR N/D BM I inc�ft. ELV=21.11' 0 �0 0 Vl M FlP 1" NE 1'OF SIR D/U- 449.94'(M) FIR 5/8" 'LB 7128' .. . R LOT 22 00 � iFE-2256' O p d' ti.H RIP 1' 10.07' N IMTNEES St. PROPERTY ADDRESS: 7501 BROOKLINE AVENUE , PORT SAINT LUCIE, FL. 34951. FIR FOUND IRON ROD 1. BASIS OF BEARING - HiL NURTILKLY LINE OF LOT 23. BLOCK 79. LAKEWOOD PARK, UNIT 7. AS RECORDED IN PLAT BOOK 11. PAGES 13. PUSUC RECORDS OF 1 HEREBY CERTIFY MAT THIS SURVEY FIP = FOUND IRON PIPE SAINT LUCIE COUNTY, FLORIDA. AS BEING N89`49.32•E PER PLAT. IS TRUE AND CORRECT TO ME BEST HID = NAIL & DISK co, MY KNOKTIDGE, AND MAT THIS Oft - SETIRON ROD 2. DALE OF FIELD SURVEY: 11/7/2019' FORMBOARD SURVEY 2-15-20 SURVEY MEETS ME STANDARDS OF CMON = CONCRETE MONUMENT PRACTICE AS REQUIRED BY CNAPTER PSM = PROFESSIONAL SURVEYOR 3. ADMONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OMER THAN ME �17 RORIDA BOARD OF LAND ' k MAPPER SIGNNG PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF ME SURVEYORS PURSUANT TO SEDDON LB = UCENSED BUSINESS SIGNING SURVEYOR. 472.027 FLCRNA STATUTES CB CHORD BEARING = R/W RIGHT OF WAY 4, PROPERTY LINES SHOULD NOT BE ESTABLISHED USING FENCE OR BULDING TES. yo:;•:;•. LONG = CONCRETE 5. NO UNDERGROUND INSTALLALONS OR IMPROVEMENTS. INCLUDING BUT NOT COV = COVERED LIWTED TO. BURIED UTILITIES, FOUNDATIONS AND FOOTERS WERE LOCATED. A/C = AIR CONDITIONER'•"^"A"'M`°'"'"�V D.E. DRAINAGE EASEMENT 6. BASED UPON MY REVIEW OF ME 'FLOW INSURANCE RATE MAP' OF SAINT LUCIE =I6'R'•"""�I s"IP`I01I U.E. = UTILITY EASEMENT COUNTY. FLORIDA, COMMUNITY PANEL NO. 12111CO07W. EFFECTIVE DATE DUNE 6, Jw+mF•avPwM WET = WOOD BOARD FENCE 201B. THIS PROPERTY IS LOCATED WITHIN FLOOD ZONE "X'. DEFINED AS AREAS WVF = WHITE VINYL FENCE DETERMINED TO BE OUTSIDE OF ME 0.2% ANNUAL CHANCE ROODPLAIN. CLF = CHAIN LINK FENCE (P) 7. NO INSTRUMENTS OF RECORD REFLECTING OWNERSHIP OR ENCUMBRANCES WERE PLAT DIMENSION (M) = FIELD MEASURED Q CENTERLINE PROVIDED. EXCEPT AS NOTED. NOR DID THIS SURVEYOR ABSTRACT THESE LANDS. B. SURVEY FILE NUMBER: 19-10-080. OVSIM HOLLOWAY. P.S.U. IS 6676 8 n WATER METER X6N SURVEY CONSULTANTS LLC LB 7821 ® CABLE RISER 9. ELEVATIONS SHOWN HEREON ARE BASED ON ME NORTH AMERICAN VERTICAL DI9I"Ilyayiud tyMnln a DATUM OF 1988 (NAVDBB)) AND YORE SPECIFlLPLLY TO BENCH MARKS SHOWN ON Dustin = TELEPHONE RISER SITE PLANE DONE BY O1H�RE. d ppyM1¢1sn Holloway 0 - ELECTRIC RISER K. mar Ur JunvrlI BOUNDARY SURVEY OF LOT 23, BLOCK 79, LAKEWOOD PARK, UNIT NO. 7, according to the plot thereof as recorded in Plat Book 11, Page 13, of the Public Records of St. Lucie County, Florida. (Contains 0.24 acres) I. RECEIVED, Jut 7 = 1019 Permitting St. Luc eePartment County WELLS ACROSS STREET OUT OF RANGE FND PK�NAIL & (70' PUBLIC R/W) SET PK NAIL AT BLOCK CORNER � SITE BM-2 SITE BM-1 20.43 20't ASPHALT ROAD CL EXTENSION 22.0EL-2UEL.=20.51 2520' 12'CMP 4 3 20.39 12•CMP E. INVERT n o W. INVERT EL-19.10 a x 1 7 n EL=18.86 s?alL.-.7�M O 0 _ 19.10 0 S 89'46'49" E 5,00' P FIR 1/2' LOTx 23 20,95 21.45 FIR 1/2' 21.30 BLOCK 7JDR 22.87 VACAN MIN. S T ACK REQ. 21.43 ' "' PROPOSED FRONT N PLASTIC5'SED z1.11 SIDESTUBING INDUSTRYOPOSED3'1521.61 ,-, Sao M 1 SWAY �• REAR BUILDING SETBACKS: FRONT 25' REAR 15' SIDE TV CONTROLLING BENCHMARK NGS PID D14002 PUBLISHED ELEVATION 21.33 NAVD 1988 CERTIFIED TO: WJH FIDELITY NATIONAL TITLE INSURANCE COMPANY JONES, HABER 8 ROLLINGS REGIONS BANK GSS SURVEYING 8 MAPPING, LLC. CERTIFICATE OF AUTHORIZATION NUMBER LB 8006 LOT 24 BLOCK 79 21.59 RESIDENCE FF EL=22.26 'm N21.61� PTO CD I i Z 21.61 / 21.62//\` 10.9�L WELL ITS 11/2• 19.71 ) � N 89'4 LOT 7 i BLOCK 79 / 2140 RESIDENCE [L]• WELL GRAPHIC SCALE 30 0 15 30 ( IN FEET ) 1 inch = 30 ft. PROPOSED COVERED 23.71 ENTRY/W WALK "]PROPOSED - `RESIDENCE MO'DEL 1612-B ' PROPOSED FF EL.'VL5 x 23 72 i\ 21.491 /%\ u� , \\ 15' B.S_L \- t 10' PUBLIC UTILITY - & DRAINAGE EASEMENT F W 75.OU'(P} 20.28 LOT 8 \ BLOCK 79 RESIDENCE \ WELL SURVEYORS NOTES: 21.50 LOT 22 BLOCK 79 RESIDENCE FF EL: 22.59 o \ 7 \ 20.89 \ \ \ x 20.47 WELL ^H-R 1/2' k 20.93 LOT 9 BLOCK 79 RESIDENCE 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. IN THE MINIMUM TECHNICAL STANDARDS (5J17 FAC.) WHICH WAS MET IN THE CASE OF THIS SURVEY. 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. 5. ALL RIGHTS -OF -WAY 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 D ECEMBER 4. 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, 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 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 HEREON FOR THE PURPOSES IDENTIFIED HEREON ONLY. UNLESS OTHERWISE STATED, CERTIFICATION OF THIS SURVEY MAP /�'(/,}/�J�= APPLIES 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 Jul 24.2019 CERTIFICATION IN NOWAY CONSTITUTES NEITHER GUARANTY NOR WARRANTY TO ANY OTHER INFORMATION NOT SHOWN 'FROOFE$$LTUNALbUKVE' RAND-fTr,A13etKIN-KtbrU blULLU`RAKUt' HEREON.ADDITIONS, DELETIONS OR REVISIONS TO THIS DRAWING BY OTHERS ARE NOT PERMITTED AND THIS SURVEY MAY TERRY H. DRUM PROF SSIONAL SURVEYOR AND MAPPER NO. 597 NOT BE TRANSFERRED WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THE SIGNING SURVEYOR. THIS SURVEY IS NOT NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. VALID FOR ANY OTHER PURPOSE OTH ER THAN INTENDED BY TH E SIGN ING SURVEYOR. 10. EXISTING ELEVATIONS SHOWN ARE BASED UPON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). ADDRESS: 7501 BROOKLINE AVENUE, FT. PIERCE LEGEND PO# 022LWPOOB EL=ELEVATION PIP= FOUND IRON PIPE' NO IDENTIPICATIOM ® =WATERMETER CABLE PEDESTAL C=CALCULATED --K--%-X )=CRAINLWKFENCE BM=SITE BENCHMARK SIRC= SET It?IRON ROD WITH CAP'LB 8006' y �J, CA V P.O.C.=POINT OF COMMENCEMENT CONC=CONCRETE FIRE HYDRANT 4=WOOD UTILITY POLE FND=FOUND --o--D--o--=WOOD FENCE P.O.B.= POINT OF BEGINNING FNBD= FOUND NAIL AND DISK C#-CURVENUMBER CB=CHORD BEARING /CH=CHORD SNAD=SET NAIL AND DISK =WATERVALVE F'=GUVANCHOR _.a TOPOFBANK PCP= PERMANENT CONTROL POINT FF EL= FINISHED FLOOR ELEVATION ® =EXISTING WELL 6=AND PC= POINT OF CURVATURE SIT =SEPTIC TANK =ELECTRIC TRANSFORMER NC=AIRCONDITIONER -+a-=TOEOFSLOPE PT=POINT OF TANGENCY SF=SQUARE FOOT =SANITARY MANHOLE RAN=RIGHTOFWAY (P)=PLAT (D)=DEED (M)=MEASURE @ -STORM MANHOLE 0 = TELEPHONE JUNCTION BOX I.D.=IDENTIFICATION -oe"-= OVERHEAD WIRES FIR FOUND IRON ROD'NO IDENTIFICATION` CA. -CENTERLINE EDP= EDGE OF PAVEMENT ®=CATCH BASIN LIGHT CM= CONCRETE MONUMENT FIRC= FOUND IRON ROD WITH CAP CMP= CORREGATED METAL PIPE -B.S.L-= BUILDING SETBACK LINE UPDATES and/., REVISIONS BY DATE JOB /: 18-0448 GSS Surveying and Mapping, LLC PLOT PLAN LD 01-23-19 DRAWN BY: LO r'ti$,�.a` 1� } 4620 Lipscomb Steet NE, Suite 2 SCANNED .Drj BY �1 (( A - ADDED NEW BENCHMARKS LD 01-31-19 CHECKED BY: THD CHANCED BOOR PLAN LD 04-10-19 FIELD BOOK: FILE l .+ ' Palm Bay, FL 32905 St. Lucie COUtlty ADDED PROPOSED PRE LD 0]-24-19 PACE: 321-914-3978 FIELD DATE 08-13-18 BOUNDARY SURVEY OF LOT 23, BLOCK 79, LAKEWOOD PARK, UNIT NO. 7, according to the plat thereof as recorded in Plot Book 11, Page 13, of the Public Records of St. Lucie County, Florida. (Contains 0.24 acres) S 89.46'49- E BEARING S S S WELLS ACROSS STREET OUT OF RANGE 63.00 (P)2C� _ - � QOHI,INE AVFil�[TTl FND PK NAIL �� (70' PUBLIC R/W) AT BLOCK CORNER 511E BM-2 20.43 20't ASPHALT ROAD CL EXTENSION EL=20.43 22.0 252V 12-CUP o 3 20.39 E. INYERT n EL-19.10 w CD 110 �. T� _ 19.10 ti S 89'46'49" E 5.00' P CCn-a , FIR 1/2 21.30 LOTS 23 D ((D CD (I) _n 2z87 tf - BLOCK 79 VACAN CD j 7 0 21.43 1CD '+ U N D =. = h. .PROPOSE 25' B.S.L. D 0 " TUBING INDUSTRY PROPOSED _ j SYSTEM 16' CONC C •r• O .x oo -' DRIVEWAY "< . �pj CD 0) v141v 19.67'OQC nv13 gO 4.25 90 292 - v CAL PROPOSED COVERED Cn OA CD S/T ENTRY/W WALK 14 CD :3 rr. C LOT 24 23.71 c BLOCK 79 21,59 j / -,PROPOSED RESIDENCE o 01 n FF EL=2226 / $ `RESIDENCE 8 T=A 0 < MO'bF` 1612-B/ C x 23.72 O / / \ 37 CD z PROPO I \ / 21.49 DAB• f 21.62 / \ x D77.n\ 10. `�CCC 15'8S.L WELL- R 10'�PUBUC U71UTY @ 19.71 DRAINAGE E,\22_ccJ7ENT ^ N 89.4V45' W . J� 75.00'(P) - LOT 7 I/ .20.28 ',K4.79'(M) BLOCK 79 / LOT 8 \ RESIDENCE 21.40 BLOCK 79 WELL I RESIDENCE \ WELL BUILDING SETBACKS: FRONT 25' REAR 15' SIDE 7.5' GRAPHIC SCALE CONTROLLING BENCHMARK 30 0 15 30 NGS PID D14002 PUBLISHED ELEVATION 21.33 NAVD 1988 ( IN FEET ) 1 inch = 30 ft CERTIFIED TO: WJH FIDELITY NATIONAL TITLE INSURANCE COMPANY JONES, HABER B ROLLINGS REGIONS BANK GSS SURVEYING & MAPPING, LLC. CERTIFICATE OF AUTHORIZATION NUMBER LB 8006 SURVEYORS NOTES: SITE BM-1 12-CMP o W. INVERT MI EL=18.86 19.82 FIR 1/2- O � - 21.50 i LOT 22 BLOCK 79 RESIDENCE FF EL=22.59 D \ 7 \ 40.89 \ x 20,47 WELL FIR j 20.93 LOT 9 BLOCK 79 RESIDENCE 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. IN THE MINIMUM TECHNICAL STANDARDS (5J17 FAC.) WHICH WAS MET IN THE CASE OF THIS SURVEY. ' 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. 5. ALL RIGHTS -OF -WAY SHOWN HEREON ARE OPEN TO TRAVEL UNLESS OTHERWISE NOTED. \H11o�41j7 Date. ```Rp�Y . Nugay77j, B. ACCORDING TO THE NATIONAL FLOOD INSURANCE RATE MAP NUMBER 120111C0070J, HAVING AN EFFECTIVE DATE OF sae �L55597 2019.04.1 DECEMBER 4,2012. THIS PROPERTY APPEARS TO LIEWITHINZONEX, OUTSIDESPECIALFLOOD HAZARDAREA. i 7, ALL DISTANCES SHOWN HEREON ARE HORIZONTAL GROUND DISTANCES AND ARE REFERENCED TO U.S. SURVEY FEET. y=o STATE OF e° U 1 J.24.1 7 8. THE BOUNDARY DETERMINATION AND DELINEATION SHOWN ON THIS MAP OF SURVEY WAS BASED UPON THE q., nowOA a?r� 77j7j'LL PROFESSIONAL OPINION OF THE REGISTERED SURVEYOR PURSUANTTO NORMAL PRINCIPALS AND PRACTICES OF LAND ysrrr..eyor ,�v`� _04'001 41u..�a�N SURVEYING AND IS NOT INTENDED TO IMPLY OR DETERMINE OWNERSHIP. THIS SURVEY DOES NOT INTEND TO DELINEATE Inn l eacec nv enur•.c"u no euv nTuco nrorenirnnuer nc+co.nunnnu ,`4,L,, 9. THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE BENEFIT AND USE OF THE PERSONS AND/OR ENTITIES NAMED FTi6FE551bA7LSURJE'96R7.A�NIAPFERIfl-RESPON519LSCFTAAGE' HEREON FOR THE PURPOSES IDENTIFIED HEREON ONLY. UNLESS OTHERWISE STATED, CERTIFICATION OF THIS SURVEY MAP II 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 5J 17 FLORI DA ADMINISTRATIVE CODE, PURSUANTTO SECTION 472.027. FLORIDA STATUTES. THE OR CERTIFICATION IN NO WAY CONSTITUTES NEITHER GUARANTY NOR WARRANTY TO ANY OTHER INFORMATION NOT SHOWN HENRYA.KILSURN, 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. 7 10. EXISTING ELEVATIONS SHOWN ARE BASED UPON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). ADDRESS: 7501 BROOKLINE AVENUE, FT. PIERCE LEGEND PO# 022LWPOOS EL=ELEVATION RP= FOUND IRON PIPE'NO IOENRFICATION' BB =WATERMETER ❑ CABLE PEDESTAL C=CALCULATED X-1�X=CHNNUNKFENCE BM=SITE BENCHMARK SIRC= SET IR' IRON ROD WITH CAP'M a" CAN P.O.C.= POINT OF COMMENCEMENT CONC = CONCRETE _&=RREHYDRANT c,=WOODUTILRY POLE FND-FOUND �=WOODFENCE P.O.B.= POINT OF BEGINNING FN&O= FOUND NAIL AND DISK M =WATERVALVE CO=CURVENUMBER CB -CHORD BENUNGICH=CHORD SN&D=SET NNLAND DISK E-=GUYANCHOR -me-=TOP OF BANK PCP= PERMANENT CONTROL POINT FF EL= FINISHED FLOOR ELEVATION © =EXISTINGWELL &=AND PC- POINT OF CURVATURE SB-SEPTICTANIC S Q = ELECTRIC TRANSFORMER -Tec-TOEOFSLOPE PT=POINT OFTANGENCY SF=SOUAREFOOT Q =SANITARY MANHOLE mws NC-NRCONDfTIONER RM=RIGHT OF WAY (P)=PLAT (D)=DEED (M)=MEASURE OD' =STORM MANHOLE 0 = TELEPHONE JUNCTION BOX I.D.=IDENTIFICATION-ww-=OVERHEADWIRES FIR= FOUND IRON ROD'NO IDENTIFICATION' CA -CENTERLINE EDP=EDGE OF PAVEMENT �/�. FIRC- FOUND IRON ROD WITH CAP CUP= CORREGATED METAL PIPE CB -CATCH BASIN +•,.�=LIGHT POLECM-CONCRETE MONUMENT -B.S.L-= BUILDING SETSACKUNE UPDATES and/o, RENSIONS BY DATE JOB J, 18-0448 PLOT PLAN LO 01-23-19 DRAWN BY: LD :l��M s•.'9 GSS Surveying and Mapping, LLC BY ADDED NEW BENCHMARKS LD 01-31-19 CHECKED BY: THD y) W�,_ 4620 Lipscomb Steet NE, Suite 2 St. Lucie CountANG CHED FLOOR PLAN LD 04 10-19 FIELD BOOK: FILE Palm BayFL 32905 PACEFlLTD DAIS: OB_,3-,8321-914-3978