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743 SAILFISH DR N - FINAL SURVEY MAP SHOWING PROPOSED PLOT PLAN OF LOT 16 BLOCK 6 ACCORDING TO THE PLAT OF OPAL P , LIS UNIT ONE AS RECORDED IN PLAT BOOK 30 , PAGE(S) 60 AND 60A OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: XL PROPERTIES, LLC DONA/ER /COAD S 85°20'02" E 80.65' (R) IRON P2IPE 20' R/W FOR ROAD S 85'26'09" E 80.64' (M) a. •. t i - _ A J1 • 4' CONC_ IMALK.� • • _ 3.9' SUBDIVISION BOUNDARY LINE 0.1'�4.0' X X Xn: n n nn hT-H-X n•7 -1T-'-X Lc) J 0.6' 5' EASEMENT FOR 0.7_:./ ).< I DRAINAGE & UTILITIES f 1 2" 01 _ 0.1' IRON PIPE ,�. :- 0.8' x _ 1.2' LOT 16 N 10.0' 20' B.R.L. BLOCK 6 10.4'2rx 28.7' M COVERED 12.3' ' -��.,, CONC. o x \•... --:-. PATIO ../' ��- , -i (06 b • 16.8' ❑x CN (0 •.- C;;;) i y c00v a o (% (v I - 1 STORY vi -- - Ni a rs, (D K' FRAME M 0' in y 0.9' 1- U W i _ n . NO. 743nnOJO0.1' 10.1' FINISHED FLOOR = 14.4' /a x o , O m a-31 o �� 5.9' 0.2'-/ ch p PAD 6 N LZI ` 25.5' ui 10.3' o vl Z COVD CONC. a r•o 0 Nil CO 0 23.0' ��PORCH ? Q H ___ - 16.V - -I 25' B.R.L x a6 r iPAVER M I f'AVER I II 3 o I IDRIVE 1 b WALK x 0.6' N I 1 1 1 1 u'i II I I I a 0.5'-/ IIII I 3/8" I I I I I I I I I I x 0.1' 0.4' IRON PIPE P.C. 11III111 G X /� � 1 1 1 I 1 1/2" 1 I 1 I 1 BEARING REFERENCE LINE 3/8" 297.95' (R) REBARI 1 I I N 85'20'02" W 80.70' (M) IRON PIPE 297.93' (M) �'S488 N 85°20'02" A' 80.65' (R) S 1 I 1 1 1 1 1 1 I I 1 t I { ( I I CURB & GUTTER SAILFISH DRIVE (PLAT) SAILFISH DRIVE NORTH (POSTED) (60' R/W) REFERENCE JOB NO. 41451; 69821; 71167 FLOOD ZONE"X" • AREAS DETERMINED TO BE OUTSIDE THE 0.2X ANNUAL CHANCE FLOOD PLAIN /FLOOD ZONE"X (SHADED)" •• AREAS OF 0.2X ANNUAL CHANCE FLOOD; AREAS OF 1%ANNUAL CHANCE WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR VIM DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1%ANNUAL CHANCE FLOOD. v E Y O GENERAL NOTES: R 1. BEARINGS ARE BASED ON PLAT BOOK 30, PAGE 60 J % s 2. STRUCTURE NO.�SHOWN HEREON UES ITHIN FLOCO ZONE_AS BEST DETERMINED Lj FROM F.E.M.A. FLOOD MAPS PANEL NO.408 DATED 06/03/2013 ASS 0 C I A T E D SURVEYORS INC. 3. TMS ISA SURFACE SURVEY ONLY. THE EXTENT OF UNDERGROUND FOOTINGS, PIPES AND UTILITIES. IF ANY, NOT DETERMINED. C3 4. JURISDICTIONAL AND/OR ENVIRONMENTALLY SENSITIVE AREAS IF ANY, NOT LOCATED BY THIS SURVEY W / IV-I- LL LAND & ENGINEERING SURVEYS s. VE THIS SURVEY BASED ON LEGAL DESCRIPTIONS FURNISHED. THE PUBEIC RECORDS WERE ///) NOT SEARCHED BY THIS SURVEYOR FOR EASEMENTS. TITLE, COVENANTS. B.R.L'S 3846 BLANDING BOULEVARD RESTRIcnCLOSURES, TAKINGS OR INDICATE ETC. 6. THE HEAVY Y UNE SHOWN HEREON, MAY NOTOT INDICATE ACTUAL OWNERSHIP. JACKSONVILLE, FLORIDA 32210 904-771-6468 7. UNI FSS OTHERWISE STATED ALL IRON PIPES FOUND HAVE NO IDENTIFICATION. 1 AC = AIR CONDITIONER J E BT == BUILDING BUILDING RESTRICTION LINE DSM PROFESSIONAL= SURVEYOR L MAPPER OSS d CERTIFICATE OF AUTHORIZATION NO. LB 0005488TIE E BTN = BETWEEN R = RADIUS (C) = COMPUTED FROM RECORD (R) - RECORD EC&R = COVENANTS & RESTRICTIONS RLS - REGISTERED LAND SURVEYOR I HEREBY CERTIFY THIS SURVEY WAS DONE UNDER MY NRTYP) • TYPICAL WAY D icNR) = cn►DiRnoT REAn DIRECT SUPERVISION AND MEETS THE MINIMUM TECHNICAL CONC = CONCRETE 0 SET IRON PIPE OR REBAR STANDARDS FIR LAND SURVEY'.'G PURSUANT TO CHAPTER 5J-17.050 a EBVD = ELECTRIC BOX -ASSOC SURr OR LB.• FOUND IRON PIPE OR PIN 5(P) THROUGH v152, FLORIDA ;�i INIS RATIVE COD CHAPTER 72, F.S. A ET = ELECTRIC TRANSFORMER & PAD -FOUND CONCRETE MONUMENT(CM) / / / / LEA = LECKTHNOILAE ELECTRIC AUTHORITY x CROSS CUT OR DRILL HOLE / B L = LENGTH OF ARC ®. NAIL& DISC B LB = LICENSED BUSINESS -X-X-X-X-X-X X-CHAIN UNK FENCE R LE - LICENSED SURVEYOR -1-I-t-I-I- METAL FENCE BY: Afigir.44 . E (M) = MEASURED NIRE FENCE NLD - NAIL L DISC n n W n W n n WOOD FENCE CHA'LES B. HATCHE FLORIDA CERTIFI NO. 3771 V ORB = OFFICIAL RECORDS BOOK VINYL FENCE I ORV = OFFICIAL RECORDS VOLUME OVERHEAD UTIUTY CH•-LES L STARLI FLORIDA CERTI ATE NO. 4579 A PC = POINT OF CURVE - } HYDRANT R• MOND J. SCHA ER FLORIDA CER FICATE NO. 6132 T PCC = POINT OF COMPOUND CURVE PHONE RISER 1 PEG = POOL EQUIPMENT PAD ® .WATER METER 0 PI = POINT OFf' INTERSECTION ,� - USP.POLE= POINT DF REVERSE CURVE DIAMETER JOB NO. 71729 DATE 03/28/2018 N PRM = PERNANENT REFERENCE MONUMENT 0 SCALE: 1" = 20' DRAFTER R.J.S. $ PT = POINT OF TANGENCY F CENTRALCHOR PLS = PROFESSIONAL LAND SURVEYOR D NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER