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1099 Cornell Lane SURVEY 05.15.2018CERTIFIED TO: DAVID LEE ALMOND, TIER 1 LENDING, OSBORNE & SHEFFIELD TITLE SERVICES, L.L.C., FIRST AMERICAN TITLE INSURANCE COMPANY, cVANDCONNIEWIDMANN. ATLANTIC BEACH VILLA UNIT NO. 2 PLAT BOOK 31, PAGE 13 LOT 4 LOT 5 LOT 6 N 68'50'50" W 99.60' (M) k n1 N 68'45'00" W 100.00' (R) 2- IRON PIPE o c o M, v f n I n IRONn PIPE niiiir c 'i n u x 11 „i ,n u n u n u 0 0.6'c7.0' FIGE d I X3.2'rTLo Q os'-. 9.9' x 6.0'8.9' METAL SHED I 2.8 Ct. 1 x WOOD FLOOR X M i I ` v co CM d' Q o l o Q Li N I . CONC I Q LiJ C.5 ' O AC WOOD DECK 0 (' ZEtQ6 .- I AND STEPS r- Q xr 0, a. 0 3 3 I 22.0' 42.2' 35.7' I -...•-2.5' w , Sol N is 1-STORY FRAME o z I 2 0 O RESIDENCE NO. 1099 , ' o n x O ao05N d cV Q I n n n N COVERED N O'I I 0 2 N In N r 0.3 e x 17.8' WOOD c)-,x' w z z Q)I 12.2' 14 12.2 1. X I— • co UM fIX o N I 22.2' d STEPS wow I 35 8' z N 0 N Z POINT OF BEGINNING ii o it 1/2- 100.00' (R)) x I S 1 IRON PIPE 99.70' (M) I:2.5' A 0.4 x—x—x—x—%—x—%—% ) 4 I NORTHERLY RIGHT OF WAY UNE S 68'45'00" E 31. o I II IRON PIPES68'45'00 E 300,00'1IRON PIPE 1 00,00' (R) 5 I I ti LB 3672 WOOD CURB & GUTTER UTILITY S 68'45'00' E 100.27' (M) POLE BEARING REFERENCE UNE CORNELL LANE 50' RIGHT OF WAY) FLOOD ZONE "X.' - AREAS DETERMINED TO BE OUTSIDE THE 0.2%ANNUAL CHANCE FLOOD PLAIN /FLOOD ZONE"X (SHADED)" - AREAS OF 0.2%ANNUAL CHANCE FLOOD; AREAS OF IX ANNUAL CHANCE NTH AIERAGE DEPTHS CF LESS THAN 1 FOOT OR VAN DRAINAGE AREAS LESS THAN I SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. xxxx. V E Y O GENERAL NOTES: ck P 1. BEARINGS ARE BASED ON THE LEGAL DESCRIPTION AS PROVIDED. J j s 2. STRUCTURE NO.1099 SHOWN HEREON UES WHIN FLOOD ZONE,AS BEST DETERMINED FROM F.E.M.A. FLOOD MAPS PANEL NO.408 DATED 06-03-2013 A S S 0 C I A T E D SURVEYORS I R C. 3 THIS ISA SURFACE SURVEY ONLY. THE EXTENT CF UNDERGROUND FOOTINGS. PIPES AND U NSU NILS, R ANY, NOT DETERMINED. Q 4. JURISDICTIONAL AND/OR ENVIRONMENTALLY SENSITIVE AREAS IF ANY, NOT LOCATED BY THIS Si A LAND & ENGINEERING SURVEYS 5. THIS SURVEY BASED ON LEGAL DESCRIPTIONS FURNISHED. THE PUBLIC RECORDS WERE LLI NOT SEARCHED BY THIS SURVEYOR FOR EASEMENTS, TITLE, COVENANTS. B.R.L'S r f# 44 3846 BLANDING BOULEVARD RESTRIcnY U SHOWN HE E N. AYOR oiT INDICAs, ETC. 6. THE HEAVY LINES ST D ALL MAY NOT INDICATE AVE NO OWNERSHIP. JACICSDNVILLE, FLORIDA 32210 7. UNLESS OT1ER`MSE STALED ALL IRON P1Pf5 fWND HAVE NO IDENTIFICATION. 904-771-64fi8LAC = AIR CONDITIONER BUILDING RESTRICTION LINE p$N = POFESSIONAL SURVEYOR b MA CERTIFICATE OF AUTHORIZATION NO. LB 0005488 E ET A. BUILDING TIE R = RADIUS S` S V G BIN = BETVEEN R) = RECORD E <C) - COMPUTED FROM RECORDRLs = REGISTERED LAND SURVEYOR COVENANTS L RESTRICTIONS RIS = RIGHT CF DAY i HEREBY CERTIFY THIS SURVEY WAS DONE UNDER MY p CH A. CHOR CAN rDCT READ tYP) = TYPICAL DIRECT SUPERVISION AND MEETS THE MINIMUM TECHNICAL CCM A. CONCRETE 0 - SET IRON PIPE (IP) OR R STANDARDS FOR LAND SURVEY1N, PURSUANT TO CHAPTER 5J-17.050 & EB a ELECTRIC BOX FOUND IIRRONPIPPE RIP OR LB.a THROUGH 052, FLORIDA ISTRATIVE CODE, HAPTER 4 , F.S. A EFTA - ELEECCTTRIICI TTRE CLAPAAD MIRITY • - ' • FOUND CONCRETE MONUMENT 8 L = LENGTH OF ARC CROSS CUT OR DRILL B LB = LICENSED BUSINESS ANL h iR LS = LICENSE SURVEYOR X—X—X—CHEM LINK f AO = MEASURED 1—,—I—I—ice— METAL F BY: E MD = NAIL a DISC n n n n n n n RE FW000f CH LES B. HATCH R FLORIDA GERTIFiC)' NO. 3771 I ORB - OFFICIAL RECORDS VOLUME RECORDS BOOK N'` P CHARLES L. STARLIN FLORIDA CERTI• ATE NO. 4579 A PC = POINT OF CURVE OVERHEAD U EIRE HYO RAYMOND J. SCHAE R FLORIDA CERT FICATE NO. 6132 T PCC = POINT OF COMPOUND CURVE PHONE I PEG - POOL EQUIPMENT PAD em WATER A PI = POINT OF INTERSECTION unurY PRC = POINT OF REVERSE CURVE Cu DIAD Inu kin "MIA() HATE 05-15-2018 N Row = RCRhI WMANCNYRCFCRFNfFNIENT