Loading...
HomeMy WebLinkAboutAPPROVED SITE PLANLEGAL DESCRIPTION THE SOUTH 1/2 OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 7, TOWNSHIP 34 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA, LESS THE WEST 60 FEET THEREOF. N.W CORNER OF THE NE 114 OF THE S.W 114 OF 6 SECTION7-34-40 cc a : N89'56'33"W 60.00' FOUND 112' IRONROD 0#7903 1 z O r z p ci a] ^ o z p W 0 0 0 � � z N89956'43' W 60.00' z 0 tR S89°55'44" E PI 1329.60' if N89056'33"W 272.32' FLOOD ZONE: X COMMUNITY NUMBER: 120258 PANEL: 12111 C0070 SUFFIX: J BASE FLOOD ELEVATION: NAVD88 FIRM DATE: 2/16/2012 FIRM EFFECT./REV DATE: 2/16/2012 I PORTION OF THE S . 1 /2 co OF THE N.W. 1/4 OF THE S.W. 1/4 Ln co OF THE N.E. 1/4 OF THE S.W. 1/4 OF SECTION 7-34-40 INCLUDED 87.62' ASPHALT CONCRETE N DRIVE DRIVE 87.74' `) d w o � czi w a Q a= Q FN Fn ' `1.0'OFF FOUND 112' IRON ROD NO 1.0 1.5' SOUTH 0.6'EAST - AIC 60.9 ® WELL 0.4'ON NORTHEASTCORNER OF THE S.W 114 OF SECTION 7-34-40 FOUND 112' IRON ROD NOI.D, 3.0' m z a c0 BUILDING, # 5460 14 ypAVER co F.F. EL.=26.90 _ CIO a C 4 30.0' cf) 40.8' '127.4' 77 20.0' PROPOSED o o DETACHED a cza m o BUILDING O PROPOSED "! F.F. EL.-26.90 20.0' 30.0' 30.0' ASPHALT DRIVE � a � 0 0 N N - 0.4'ON \. T FOUND 112' N89056'43"W 272.30' j i NOI1.DOO . - S89°58'22'E 1328-54' S. W. CORNER OF THESE. 114 OFTHE S W. 114 of REVISIONS: SECTION734-40 1. ADD DIMENSION TO PROPOSED COVERED AREA: 05-03-2021 2. ADD CROWN OF ROAD & F.F, ELEVATIONS: 05-03-2021 3. REVISE SITE PLAN PER CLIENT'S REQUEST: 05-17-2021 NOTES: 4. ADD PROPOSED F.F. ELEVATION: 05-24-2021 1. LEGAL DESCRIPTION PROVIDE BY CLIENT 2. NO SEARCH OF THE PUBLIC RECORD FOR THE PURPOSE OF ABSTRACTING TITLE WAS PERFORMED BY THIS OFFICE 3. NO SUBSURFACE IMPROVEMENTS WERE LOCATED AS PART OF THIS SURVEY 4. ALL ANGLES OR BEARINGS AND DISTANCES SHOWN HEREON ARE BOTH RECORD AND MEASURED UNLESS OTHERWISE NOTED 5. SOME FEATURES MAY NOT BE AT SCALE IN ORDER TO SHOW DETAIL. 6. THE BEARINGS SHOWN HEREON ARE BASED UPON THE NORTH PROPERTY LINE, HAVING AN ASSUMED BEARING OF N89°56'33"W. ORIGINAL FIELD WORK COMPLETED BY TARGET SURVEYING, LLC. SURVEY #:296657 DATED: 07-03-2017 DATE OF FIELD WORK: 12/30/2020 DATE OF MAP: 01/13/2021 SOUTHEASTCORNER OF THE S_W.. 114 OF SECTION 7-34-40 Ix pp im f VICINITY MAP NOT TO SCALE In N 11 r-- �Li Q U LEGEND q0 iS A/C AIR CONDITIONER B.F.P. BACKFLOW PREVENTER C.B.S. CONCRETE BLOCK STRUCTURE EL. ELEVATION F.F. FINISHED FLOOR I.D. IDENTIFICATION L LENGTH L.B. LICENSED BUSINESS M MEASURED N.T.S. NOT TO SCALE N&D NAIL & DISC N.A.V.D.NORTH AMERICAN VERTICAL DATUM N.G.V.D.NATIONAL GEODETIC VERTICAL DATUM O.R.B. OFFFIICIAL RECORDS BOOK PSM PROFESSIONAL SURVEYOR AND MAPPER P.R.M. PERMANENT REFERENCE MONUMENT PG. PAGE P.B. PLAT BOOK PK PARKER KYLON NAIL R RADIUS TAN TANGENT T.B.M. TEMPORARY BENCH MARK CENTERLINE # NND UMBER © DELTA OR CENTRAL ANGLE OCONCRETE ORIGINATION BENCHMARK ST. LUCIE COUNTY BENCHMARK "C201" N.A.V.D. ELEVATION = 23.11' SURVEYORS CERTIFICATE: I HEREBY CERTIFY THAT THIS BOUNDARY SURVEY IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY PREPARED UNDER MY DIRECTION. NOT VALID WITHOUT A RAISED EMBOSSED SEAL AND SIGNATURE. RECEIVED (SIGNED) KENJ U N 0 4 2021 PROFFE SIONAL SURVEYOR AND MAPPER #6415 Project Sheet C-20299 Date 12/30/2020 1 QF 1 Scale 1 =25' 110 G�� °m pwQ C) w e~u 6 o cV �n � a u 0 V1 U 7. ... ro �2���QZII SPerCANNED