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HomeMy WebLinkAboutSURVEYG1 1 Z pp SCAN ED BYIV J �, ,St. Lucie Cc .p� 1�h Y North LOT F SEPTIC TANK FD 5/8' IRC J w PSM-441 • Z m (OCCUPIED) 0- w F. F. EL. = 709' 4.32 0 4' CHAIN EDGE OFPA �I LINK FENCE DRIVER RIV EWA Y p �� M 45' ) a S82 08'19��w 105.45'!!P) FD 54416� v p'e J`�Q �1 FD 518" 1RC h S� s i Syr • ? �O , j'� .\r� per' PSM-4416 h�` y980 2 .b� ui. 12'• �(to JyY h1. h' 0$4.9'E & .67'N 12" �� a `t `V a b. '7 FD PK NAIL & DISK Y' • 14 W. yoJ1 a ILLEGIBLE SB � 25 Q\ , 4.49 10 y5 3 �m 6� . �,a P Qom .� 14 0h -9'.h�� LOT E \a' •p' �-�%�� °` yoE� :df . F` o / 5.21 PROPOSED \ ,� " ,So FD 5/8" I C ; ; F.F.E.=22'ABOVE PSM 40 13 CROWN ROAD \ gay• • 0.53'E & 0.32'S %' ?� " y^ y091v,�o�� �� h (0 l " wOOD , o T� \y�0q� o �� pp 00° BENCHMARK iEA WALL ya •'� �'p �, py o�ems'\ 40. 1p � �. 5 (NGW 1929) GROVES 1\ _t�� 19 �� .�SEPT/C TANK 14, `S.S8�S2, 50' SETBACK TO SURFACE WA TER °J 50' RADIUS 00 roJ �•��o LOT D •�� 5' WOOD (OCCUPIED) FENCE FF. EL. = 6.78' yp MEAN HIGH WA TER LINE RLS 391 ELEVAT1ON=0.54' NAVD '88 •8.1 FIELD DATE 01-28-16 cGr 14 n ' LE 'AL DESCRIPTION: V LOT BLOCK 2, QUEENS CO U 1, ACC " RDING TO THE PLAT TH OF, AS REC RDED IN PLAT BOOK11, AGE 12, OFT I E PUBLIC RECORDS OF ST. LUCIE -COU TY, FLORIDA. 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' (P) rc 64.35' 50.00' 73°44'24" I BUILDING SETBACKS (BSB): FRONT - 25' SIDES - 10' REAR - 15' ADD, ESS: 121 QUEEN GUINEVERE COURT II PLA I OF SURVEY FOR: I YP - * BOUNDARY & TOPOGRAPHIC DATE: 07/22/16 PRO' . NO. 16-041 LOT-E, BLK-2 F.B. 243 PG. 17 DW BY: C.H.B. SCALE: 1" = 30' CKD BY: C.H.B. THIS PLA AND REPORT ARE NOT VALID WITHOUT THE GRAPHIC SCALE 30 0 15 30 I I�� ( IN FEET 1 inch = 30 ft. MERIDIAN SIGNATU E AND THE ORIGINAL RAISED SEAL OF THE LAND SURVEYORS FLORIDA EGISTERED SURVEYOR AND MAPPER NAMED 1717 INDIAN RIVER BLVD, SUITE 201 HEREON i HICH SIGNATURE AND SEAL MAY BE FOUND AT VERO BEACH, FL. 32960 LB#6905 THE END , F THE ATTACHED REPORT. THE PLAT AND REPORT PHONE: 772-794-1213, FAX: 772-794-1096 ARE NOT MULL AND COMPLETE WITHOUT ONE ANOTHER. EMAIL: MLS.LB6905 [@i GMAIL.COM 2 Vwn.winp caesil0ls JO lei 18-ac� PNOENUt_QUEENS COVE11&W t FB2mv9. Lay--. 3j291201710-0247 Apt PG 1 OF 2 4 ('jL Report of Survey. (F,,-, ject #16-041 LOT—E, 131_1<__ ; j * TYPE OF SURVEY: BOUNDARY & TOPOGRAPHIC ' THIS SURVEY PERFORMED BY: MERIDIAN LAND SURVEYORS LB#6905 m 0 U3 1717 INDIAN RIVER BOULEVARD, SUITE 201 m VERO BEACH, FLORIDA 32960cli * PROFESSIONAL SURVEYOR & MAPPER IN RESPONSIBLE'CHARGE: CHARLES H. BLANCHARD P.S.M.# 5755 O o } ' THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN THE FLORIDA STANDARDS OF PRACTICE g (5J-17, FLORIDA ADMINISTRATIVE CODE) IS SUBURBAN. THE MINIMUM RELATIVE ACCURACY FOR w m o THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT IN 7,500. THE MEASUREMENT AND CALCULATION OF N = o c� o = A CLOSED GEOMETRIC FIGURE WAS FOUND TO BE IN EXCESS OF THIS ACCURACY REQUIREMENT. "o c� v o ti w .4 v o z ' THIS SURVEY MEETS OR EXCEEDS ALL APPLICABLE REQUIREMENTS OF THE FLORIDA STANDARDS OF o PRACTICE, AS ESTABLISHED IN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE. m ao v U Z * ELEVATIONS AND DIMENSIONS SHOWN HEREON ARE MEASURED IN FEET AND DECIMAL PARTS THEREOF. v� — o w w u~wi o * THE LAST DATE OF FIELD WORK WAS: 03128/17 co W w m w w w cncQ cn en fn BEARINGS HEREON ARE REFERRED TO AN ASSUMED VALUE OF S 31 °31'45"UV FOR THE CENTERLINE OF QUEEN > 0 » > C3 w p w w w o GUINEVERECOURT. d' ILL 9 9 Q' Q --, M4 mM #, * THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY UNDERGROUND IMPROVEMENTS: z z z z z z 090009l UTILITIES, FOUNDATIONS, OR ENCROACHMENTS, EXCEPT AS SHOWN. cn cn C/3 w co c w w w w w w NO INSTRUMENTS OF RECORD REGARDING EASEMENTS, RIGHT-OF-WAYS, OR OWNERSHIP WERE SUPPLIED °C cr Of TO THIS SURVEYOR, EXCEPT AS SHOWN. * NO TITLE OPINION OR GUARANTEE IS EXPRESSED OR IMPLIED. j ' UNLESS A COMPARISON IS SHOWN, PLAT VALUES AND MEASURED VALUES ARE THE SAME. ' LEGAL DESCRIPTION IS AS PROVIDED BY THE CLIENT. i ' 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. * THE MEAN HIGH WATER ELEVATION OF 1.85'NGVD 1929 (0.37 NAVD 1988) FOR THIS SURVEY IS BASED ON INTERPOLATION BETWEEN I 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 scaleable for size) PLS - PROFESSIONAL LAND SURVEYOR E— - GUY WIRE PSM - PROFESSIONAL SURVEYOR & MAPPER `� - WOOD UTILITY POLE LB - LAND SURVEYING BUSINESS ® - TELEPHONE SERVICE a - CENTERLINE ® - CABLE T.V. BOX - (R) - RADIAL ® R RADIUS - ELECTRIC BOX L - LENGTH (NR) - NON -RADIAL - LIGHT POST & - DELTA ANGLE ® - WELL E/P - EDGE OF PAVEMENT V° - HYDRANT B/C - BACK OF CURB D4 - GATE VALVE B.M. - BENCHMARK D4 - IRRIGATION VALVE POC - POINT OF COMMENCEMENT ® - WATER METER POB - POINT OF BEGINNING O - SANITARY MANHOLE o — (PCP) PERMANENT CONTROL POINT ® — SANITARY SERVICE PCP — PERMANENT CONTROL POINT ® — SEPTIC TANK O — (PRM) PERMANENT REFERENCE MONUMENT O — DRAINAGE MANHOLE PRM — PERMANENT REFERENCE MONUMENT ® — CURB INLET O — (IP) IRON PIPE 0 — SURFACE INLET IP — IRON PIPE ® — MITERED END SECTION O - (IRC) IRON ROD & CAP - PINE TREE - CONCEPTUAL DRAINAGE IRC - IRON ROD & CAP - STREET SIGN 0 - (CM) CONCRETE MONUMENT 23.5 - PROPOSED GRADE CM - CONCRETE MONUMENT NAVD - NORTH AMERICAN VERTICAL DATUM FD - FOUND - OAK TREE x2)5 - TYPICAL ELEVATION (M) — MEASURED A/C — AIR CONDITIONER (P) — PLAT (C) — CALCULATED. — PALM TREE CONC. — CONCRETE i F.F. — FINISH FLOOR (OA) - OVERALL I BSB - BUILDING SETBACK LINE ertified TO: EL./ELEV. - ELEVATION 11) PHOENIX HOMES R\W - RIGHT OF WAY 2) AB - AS -BUILT 3) P/K - PARKER-KALON THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE 1 l l ®I/`''�1 `� ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR AND MAPPER NAMED BELOW. LAND SURVEYORS 1717 INDIAN RIVER BLVD, SUITE 201 VERO BEACH, FL. 32960 LB#6905 '3 Z��/, PHONE: 772-794-1213, FAX: 772-794-1096 EMAIL. MLS.LB6905 n GMAIL.COM CHA LES H. BLANCHARD P.S.M. 95755 it 2lYd°rlunO Fl*Y20:6' 18916-0i1 PHOEtlOt OUEEUS GOVE116-011 FB2. ,. L,-11.3WI017 10-M 2 l P G 2 O F 2 1