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Home My WebLink AboutSurveys (2) Report of Survey: (Project #13-024-11) REVISION 1) FINAL 07/18/19 BDR * 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: MATTHEW CROWLEY P.S.M.# 7214 * 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 FIELD WORK WAS: 07/17/19 THE BEARING BASE FOR THIS SURVEY IS N22'30'39'W FOR THE CENTERLINE OF SHORE SIDE DRIVE, AS SHOWN ON THE PLAT THEREOF.. * 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 T PER FLOOD INSURANCE RATE MAP #12111CO093 J, DATED FEB. 16,'2012. * THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM, (NAVD), OF 1988. THE PRIMARY BENCHMARK FOR THIS SURVEY IS: A'NATIONAL.GEODETIC SURVEYING MONUMENT (NGS) P 633 ELEVATION 1.49' NAVD. * THE CONVERSION FACTOR FOR NGVD 1929 TO NAVD 1988 IS -1.483'. THIS WAS DETERMINED USING CORPSCON FOR WINDOWS 6.0.1. * 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. *_ 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 `Qj - WOOD UTILITY POLE LB - LAND SURVEYING BUSINESS ® - TELEPHONE SERVICE ` (11 - CENTERLINE _ ® CABLE T.V.BOX R - RADIUS (R) RADIAL ® ELECTRIC BOX L - LENGTH (NR) - NON-RADIAL - LIGHT POST p - DELTA ANGLE ® - WELL E/P - EDGE OF PAVEMENT HYDRANT B/C - BACK OF CURB - GATE VALVE B.M. - BENCHMARK - IRRIGATION VALVE POC - POINT OF COMMENCEMENT }� - WATER METER POB - POINT OF BEGINNING S - SANITARY MANHOLE o (PCP)PERMANENT CONTROL POINT ® - SANITARY SERVICE ! PCP - PERMANENT CONTROL POINT ® - SEPTIC TANK 10 - (PRM)PERMANENT REFERENCE MONUMENT - DRAINAGE MANHOLE PRM - PERMANENT REFERENCE MONUMENT - CURB INLET O - (IP)IRON,PIPE - SURFACE INLET IP - IRON PIPE ® - MITERED END SECTION OO - (IRC)IRON ROD&CAP - CONCEPTUAL DRAINAGE IRC ` - IRON ROD&CAP �— - STREET SIGN EI - (CM)CONCRETE MONUMENT 23.5 - PROPOSED GRADE CM - CONCRETE MONUMENT NAVD - NORTH AMERICAN VERTICAL DATUM FD - FOUND x235 - TYPICAL ELEVATION (M) - MEASURED _ OAK TREE A/C - AIR CONDITIONER (P) - PLAT WITH DIAMETER CONC. - CONCRETE ! (C) - CALCULATED I F.F.F,F. FINISH FLOOR PALM TREE BSB - BUILDING SETBACK LINE WITH DIAMETER j EL./ELEV. - ELEVATION R\W - RIGHT OF WAY C.ertlIied To: WITH DIAMETER � - PINE TREE AB - AS-BUILT P/K - PARKER-KALON 00 } WATERS EDGE SUBDIVISION S �( PLAT BOOK 36,PAGE 11 10X90'LANDSCAPE EASEMENT ILA& (3\ , 'Mi."- FD 5/8"IRC 07452"W 10.00 LB#ssos NO74'S2"W 10..00 0 i N07452W N '08"E 127.50 3' �' FD 5/8"IRC 14.66' 4,5 LB#6905 HEDGE x 4.15' 9' � x � 3� - - - _ - - BSB — 59 BENCHMARK a 15.43' FD P/K NAIL&DISK FD 5/8"IRC / \ A7 POINT OF LB#6905 S \ a LOT 1' . INTERSECTION \ FORMBOARD o ELEV.=3.89'NAVD 1988 p3' ^ LOCA77ON N 4-- 2 4 FORMS 4'vix METAL Z',E ml 4 EL(V,=6�2' 15.43' FENCE 3 s NA VD 3.96' 3 83' 3:84'� � g � 25.00 / I 3.89 a5 $� 1r) \ N � \ N 3r N W co \ 4— 4ry J��u LOTZ 1 \ 3.77 m rn 3.88' / 22.50' I Z W l Ti FD 6/81"IRC �w , r; LB#690 I �l Cs �7' �- \ 15.oo' 611- 00' \ 0 0.47' ZO• • . SSA,x \ 3.90 o P�A°OSED v` i rya o B 5'X10'UXITY \ \ u, `..' c i EASEMENT \ ��` �' sogS 4,may \ \ m METAL FElVCr aIla 5X10'unury �- FD 518"IRC LOT 3 L 905 4?4, EASEMENT (VACANT) \ �x399 kti '�'. 4.2 EXISTING SIDEWALK 4.05 4. E LOT 12 FD P/K NAIL&DISK �� \ �& p� (OCCUPIED PCP LB#6905 m' F.F. ELEV=7.79(NGVD) * LEGAL DESCRIPTION: Curve Table LOT 11, TARPON FLATS SUBDIVISION, CURVE LENGTH RADIUS DELTA CH. BEARING CH.LENGTH ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT 1300K69, C1 110.85' 45.00' 141°08'06" S19°40'49"E 84.87' PAGE 27, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA C2 32.03' 25,00' 73°23'53" 514°11'17"W 29.88' Line Table GRAPHIC SCALE LINE LENGTH I BEARING 30 0 15 30 L1 680.04' N22°30'39"W ( IN FEET ) BUILDING SETBACKS (BSB): j North 1 inch = 30 ft. FRONT — 25' REAR — 15 MIN. SIDES — 7.5' Fill Report of Survey. (Project #13-024-11) REVISION 1) REVISED HOUSE LAYOUT 03/03/17 D.B. REVISION 2) REVISED ELEVATIONS FROM NGVD TO NAVD 03/06/17 D.B. *j TYPE OF SURVEY. BOUNDARY do TOPOGRAPHIC REVISION 3),ADD NEW SITE PLAN 07/23/18 CHB *t THIS SURVEY PERFORMED BY: REVISION 4)1 FORMBOARD 10/30/18 CHB MERIDIAN,LAND SURVEYORS LB#6905 e 1717 INDIAN RIVER BOULEVARD, SUITE 201 VERO BEACH, FLORIDA 32960 * PROFESSIONAL SURVEYOR & MAPPER IN RESPONSIBLE CHARGE: CHARLES H. BLANCHARD P.S.M.# 5755 *a 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 7,506. THE MEASUREMENT AND CALCULATION OF A CLOSED GEOMETRIC FIGURE WAS FOUND TO BE IN EXCESS OF THIS ACCURACY REQUIREMENT. *I 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 FIELD WORK WAS: 10/29/18 * THE BEARING BASE FOR THIS SURVEY IS N2230'39"W FOR THE CENTERLINE OF SHORE SIDE DRIVE, AS SHOWN ON THE PLAT THEREOF.. * 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. �j LEGAL DESCRIPTION IS AS PROVIDED BY THE CLIENT. THE PARCEL OF LAND SHOWN HEREON APPEARS TO BE IN FLOOD ZONE "X" PER FLOOD INSURANCE RATE MAP #12111C0093 J, DATED FEB. 16, 2012. ; * THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM, (NAVD), OF 1908. THE PRIMARY BENCHMARK FOR THIS SURVEY IS: A NATIONAL GEODETIC SURVEYING MONUMENT (NGS) P 633 ELEVATION 1.49' NAVD. THE CONVERSION FACTOR FOR NGVD 1929 TO NAVD 1988 IS —1.483'. THIS WAS DETERMINED USING CORPSCON FOR WINDOWS 6.0.1. * 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. * 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. i I • Legend &Abbreviations: (symbols not scaleable for size) PLS - PROFESSIONAL LAND SURVEYOR G7 - GUY WIRE j PSM - PROFESSIONAL SURVEYOR&MAPPER - WOOD UTILITY POLE LB - LAND SURVEYING BUSINESS ® - TELEPHONE SERVICE C. - CENTERLINE ® - CABLE T.V.BOX R - RADIUS (R) - RADIAL ® - ELECTRIC BOX L - . LENGTH (NR) - .NON-RADIAL - LIGHT POST A - DELTA ANGLE ®; - WELL E/P - EDGE OF PAVEMENT - HYDRANT B/C - BACK OF CURB �. - GATE VALVE B.M. - BENCHMARK - IRRIGATION VALVE POC - . POINT OF COMMENCEMENT ®- - WATER METER POB - POINT OF BEGINNING @ - SANITARY MANHOLE O - (PCP)PERMANENT CONTROL POINT ® - SANITARY SERVICE PCP PERMANENT CONTROL POINT t - SEPTIC TANK ❑ - (PRM)PERMANENT REFERENCE MONUMENT & - DRAINAGE MANHOLE PRM - PERMANENT REFERENCE MONUMENT ha'. - CURB INLET O _ (IP)IRON PIPE 0 = SURFACE INLET IP IRON PIPE ® MITERED END SECTION OO - (IRC)IRON ROD&CAP - 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 - X23 TYPICAL ELEVATION (M) MEASURED (P) - PLAT OAK TREE A/C: - AIR CONDITIONER WITH DIAMETER CONC. - CONCRETE (C) CALCULATED F.F. - FINISH FLOOR PALM TREE WITH DIAMETER BSB - BUILDING SETBACK LINE EL./ELEV. - ELEVATION (? - PINE TREE R\W - RIGHT OF WAY WITH DIAMETER AB• - AS-BUILT