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HomeMy WebLinkAboutDISAPPROVED SURVEYI �i SCANNED �L pt• h bb BY St. weie w* North I LOT F SEPTIC TANK FD 5/8" IRC� z m Q' (OCCUPIED) PSM-441 a W VP F. F. EL. = 7. 09' 4.32 0 EDGE OF.,�° e ! 4 ' CHAIN PA VER I �V LINK FENCE DRIVEWAY ?2 08'19"yy 105.45 (P) FD 51 c 582' 105.45'() gals • ?,� GJO FD 518 IRC PSM- 067'5 5.48' a 9 !.�/ a 1 9 S9_ q.9E N CONC. A/C?4, � �' iv • 5.00' •� �� S' • 5 gi' PAD ^� FD PK NAIL 8 DISK 5 g6 ELEV. 6.75 1 n' • 4 57 �1 ° ILLEGIBLE •5.92' 2 25 d1 coNc, Poa PAO©j 00 0\ / ELEV. 6.79' 5.91' �0 anti 0 ' `� v 5hoL0% E \% ORIVEWAVER .°a� b� A SIP 0� 1 '`� � /Oj •9!' 2 STORY 00 FD 5/8 / SINGLE FAUX Y \ 'I C RESIDENCE n� r 28'ABOVE 0.53'E CROWN OF ROAD \ 0.53'E 8 0.32'S (7 5.94" P (ELEV.=6.80) h C i 5'- T TANK O 00 BENCHMARK ONCRETE SEA WA L �$ 6 T / �, (NGW /929) 5.93' \ \ \ 1 s �ti 1hh SEPTIC .TANK 6 \ 5 h 9 ss 5 9 \ \ A6 h SEP77C TANK/ �(b` 50' 4 » • Is, �.s \ b • 6. /4' h 50' SETBACK / TO SURFACE WA TER 4.13' 6.10' '� lS�.F !�0 \ !� o�s�c / 4. LOT D �' %O� • 6.0�'I � �LJ WOOD DOCK 4 1 3' (OCCUPIED) FENCE FF.. EL. = 6. 78' 5.97' C.qMEAN HIGH WA TER LINE FD 1/2" IRC P%c� _ ELEVA TION= 0.54' NA VD 88 9g RLS-2391 _�O C FIELD DA TE 01-28-15 5' it GT * LEGAL DESCRIPTION: OT E, BLOCK 2, QUEENS COVE UNIT 1, u CCORDING TO THE PLAT THEREOF, AS ECORDED IN PLAT BOOK11, PAGE 12, F THE PUBLIC RECORDS OF ST. LUCIE OUNTY, FLORIDA. i Curve Table CURVE LENGTH RADIUS DELTA CH. BEARING CH. LENGTH C1 (M) 64.48' 50.00' 73°53'13" S21°40'21"E 60.10' C1 (P) 64.35' 50.00' ' 73°44'24" II BUILDING SETBACKS (BSB): GRAPHIC SCALE FRONT — 25' ao o 15 ao SIDES — 10' 1.I I®� REAR — 15' ADDRESS: 121 QUEEN GUINEVERE COURT ( IN FEET ) PLAT OF SURVEY FOR: 1 inch = 30 ft. (TYPE: BOUNDARY & TOPOGRAPHIC DATE: 07/22/16 IPROJ. NO. 16-041 LOT-E, BLK-2 F.B. 243 PG. 17 DWN. BY: C.H.B. SCALE: 1" = 30' cKD. BY: C.H.B. MERIDIAN HIS PLAT AND REPORT ARE NOT VALID WITHOUT THE L��p .S'Uf��Y�RS IGNATURE AND THE ORIGINAL RAISED SEAL OF THE LORIDA REGISTERED SURVEYOR AND MAPPER NAMED 1717 INDIAN RIVER BLVD, SUITE.201 EREON WHICH SIGNATURE AND SEAL MAY BE FOUND AT VERO BEACH, FL. 32960 LB#6905 THE END OF THE ATTACHED REPORT. THE PLAT AND REPORT PHONE: 772-794-12'13, FAX: 772-794-1096 TARE NOT FULL AND COMPLETE WITHOUT ONE ANOTHER. EMAIL: LB6905 [1 BELLSOUTH.NET 2 WoyLIF,1.-.20I61085'16-04I VNOENI%OUEENSCOVE`16.04I SLAB-EINALdi 9 2/26/201892926AI-I PG 1 OF 2 report of Survey. (Project #16-041 LOT—E, ELK-2) 1 TYPE OF SURVEY: BOUNDARY & TOPOGRAPHIC THIS SURVEY PERFORMED BY: MERIDIAN LAND SURVEYORS LB#6905 1717 INDIAN RIVER BOULEVARD, SUITE 201 VERO BEACH, FLORIDA 32960 PROFESSIONAL SURVEYOR & MAPPER IN RESPONSIBLE CHARGE: CHARLES H. BLANCHARD P.S.M.# 5755 I THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN THE FLORIDA STANDARDS OF PRACTICE .(5J-17, FLORIDA ADMINISTRATIVE CODE) IS SUBURBAN. THE MINIMUM RELATIVE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT IN 7,500. THE MEASUREMENT AND CALCULATION OF A CLOSED GEOMETRIC FIGURE WAS FOUND TO BE IN EXCESS OF THIS ACCURACY REQUIREMENT. THIS SURVEY MEETS OR EXCEEDS ALL APPLICABLE REQUIREMENTS OF THE FLORIDA STANDARDS OF PRACTICE, AS ESTABLISHED IN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE. " ELEVATIONS AND DIMENSIONS SHOWN HEREON ARE MEASURED IN FEET AND DECIMAL PARTS THEREOF. • THE LAST DATE OF FIELDWORK WAS: 02/22118 ' BEARINGS HEREON ARE REFERRED TO AN ASSUMED VALUE OF S 31°31'45"W FOR THE CENTERLINE OF QUEEN GUINEVERE COURT. ' THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY UNDERGROUND IMPROVEMENTS: UTILITIES, FOUNDATIONS, OR ENCROACHMENTS, EXCEPT AS SHOWN. ' NO INSTRUMENTS OF RECORD REGARDING EASEMENTS, RIGHT-OF-WAYS, OR OWNERSHIP WERE SUPPLIED TO THIS SURVEYOR, EXCEPT AS SHOWN. • NO TITLE OPINION OR GUARANTEE IS EXPRESSED OR IMPLIED. • UNLESS A COMPARISON IS SHOWN, PLAT VALUES AND MEASURED VALUES ARE THE SAME. • LEGAL DESCRIPTION IS AS PROVIDED BY THE CLIENT. • THE PARCEL OF LAND SHOWN HEREON APPEARS TO BE IN FLOOD ZONE "AE-5" PER FLOOD'INSURANCE RATE MAP #12111C0089 J, DATED FEB. 16, 2012. • THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NATIONAL GOEDETIC VERTICAL DATUM, (NGVD) OF 1929. THE PRIMARY BENCHMARK USED IS NATIONAL GEODETIC SURVEY CONTROL MONUMENT K=633, ELEVATION= 19.18' NGVD (ELEVATION=17.70' NAVD. THE CONVERSION FACTOR BETWEEN NAVD 1988, AND NGVD 1929 IS +1.48'. THIS WAS DETERMINED USING CORPSCON FOR WINDOWS VER. 6.1.1.ON-SITE BENCHMARKS ARE AS SHOWN. • ALTHOUGH BASED ON THE BEST AVAILABLE INFORMATION, THE BUILDING SETBACKS SHOWN HEREON ARE NOT CERTIFIED TO AND MUST BE VERIFIED PRIOR TO DESIGN OR CONSTRUCTION. m 0 m 2 N U t- 0 E, >- co c x U Z U ti W. CO W QM O0 U 0 x i) U U C) ti w v w O Q O J c) Q Q O Fzlw ao CO o U U) Z F- 0 N 0 K w W Ox n- oL' oa-to ui Lu www J U) U, En U) U) Z w p w w W o 4t : 4t U u Z Z Z Z Z Z Z 9990990 Sn»in »>>> w w w W w w w THE MEAN HIGH WATER ELEVATION OF 1.85'NGVD 1929 (0.37 NAVD 1988) FOR THIS SURVEY IS BASED ON INTERPOLATION BETWEEN TIDE STATION 884 AND TIDE STATION 882, OBTAINED FROM LAND BOUNDARY INFORMATION SYSTEM (LABINS) WEBSITE. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. Legend &. Abbreviations: (symbols not PLS - PSM - LB . Z R L - E/P - B/C - B.M. - POC - POB - O - PCP - O - PRM - O - IP - O - IRC - O - CM - FD (M) (P) (C) (OA) PROFESSIONAL LAND SURVEYOR PROFESSIONAL SURVEYOR & MAPPER LAND SURVEYING BUSINESS TE RL INC' scaleable for size)-- E- 7h, - ® C- EN ® - RADIUS (R) - RADIAL ® _ LENGTH (NR) - NON -RADIAL > - DELTA ANGLE EDGE OF PAVEMENT BACK OF CURB BENCHMARK POINT OF COMMENCEMENT POINT OF BEGINNING (PCP) PERMANENT CONTROL POINT PERMANENT CONTROL POINT (PRM) PERMANENT REFERENCE MONUMENT PERMANENT REFERENCE MONUMENT (IP) IRON PIPE IRON PIPE ® - D4 - N - ;0 - (IRC) IRON ROD & CAP - PINE TREE - IRON ROD & CAP -T (CM) CONCRETE MONUMENT CONCRETE MONUMENT 0 NAVD - FOUND - OAK TREE ,i235 - MEASURED "A/C - PLAT CONC. CALCULATED - PALM TREE OVERALL Certified To: 1) PHOENIX HOMES 2) 3) F.F. - •BSB - EL./ELEV R\W - .AB - �P /K - GUY WIRE WOOD UTILITY POLE TELEPHONE SERVICE CABLE T.V. BOX ELECTRIC BOX LIGHT POST WELL HYDRANT GATE VALVE IRRIGATION VALVE WATER METER SANITARY MANHOLE SANITARY SERVICE SEPTIC TANK DRAINAGE MANHOLE CURB INLET SURFACE INLET MITERED END SECTION CONCEPTUAL DRAINAGE STREET SIGN PROPOSED GRADE NORTH AMERICAN VERTICAL DATUM TYPICAL ELEVATION AIR CONDITIONER CONCRETE FINISH FLOOR BUILDING SETBACK LINE - ELEVATION RIGHT OF WAY AS -BUILT PARKER-KALON THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ,ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR MERIDIAN AND MAPPER NAMED BELOW. LAND SURVEYORS 1717 INDIAN RIVER BLVD, SUITE 201 (\�\�•�` 1� VERO BEACH, FL. 32960 LB#6905 PHONE: 772-794-1213, FAX: 772-794-1096 EMAIL: LB6905 Ci BELLSOUTH.NET CHARLES H. BLANCHARD P.S.M. 95755 f,les•,.'.OIfi lOBS\I(+.OdI PIIOENI%QUEENS COVE\Ifi•Odl $LAB.EINAL Owg. i/73/2018173Id1 PI.1 G 2 OF 2