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Lim «m N 4 � ® ��C) ` a W aS'L u� (® cn mss) COV L CE C6 ¢ `z N Ff 14•' 14 0. 4.0° CFL S 14r RSt P BOOR GONG 0 ! r e� L n V Z z? vzmo o� "nm _oma 0 C-4 r 1 k r \ F(Ao..73) 30.E ¢ Oct! U r, 0 Z v £J 1 e L) (Cj 0 /. ��y t oz U�y�p., e ,� 1'4 de' C ,, :,'•' rop ca .®.-•- ��, .fie*' � , vim,- , � °• �F F � i� v �� A P 17792, GE ' 854 1 - i (AVCRD. . FpR;v1Et eU lit¢ x 9•,_� m. o ¢ 109' p0q ;e.o i�8°D�/ DINANCE No. (CL05ED�PER OR R N 1D i2i� 144.05 CRB 1-7.,92,- PAGE 392 N w �m J � T 0 N N to T -- Lo Lo ON �o Q�m r� f-' of d �C moa 'io , U -oz t: I =r Z UJ 2.8 JO 1--3: CL. Y of: 0 0 0O)0 CL z m 0 0_ a' 00 '.. GppR1VE La M 03 00 FZNCF7, 0.2 ©ts �o �X �. Lim «m N 4 � ® ��C) ` a W aS'L u� (® cn mss) COV L CE C6 ¢ `z N Ff 14•' 14 0. 4.0° CFL S 14r RSt P BOOR GONG 0 ! r e� L n V Z z? vzmo o� "nm _oma 0 C-4 r 1 k r \ F(Ao..73) 30.E ¢ Oct! U r, 0 Z v £J 1 e L) (Cj 0 /. ��y t oz U�y�p., e ,� 1'4 de' C ,, :,'•' rop ca .®.-•- ��, .fie*' � , vim,- , � °• �F F � i� v �� A P 17792, GE ' 854 1 - i (AVCRD. . FpR;v1Et eU lit¢ x 9•,_� m. o ¢ 109' p0q ;e.o i�8°D�/ DINANCE No. (CL05ED�PER OR R N 1D i2i� 144.05 CRB 1-7.,92,- PAGE 392 N w �m J � T 0 N N to T -- Lo Lo ON q U. Q ZU O �O-Q� O Q�- v'w> �o -0 L" � to n �O Lu J Z im B LLJ - Z cs O " zCD C) IL a 'ri u� as 0 O czn w N � co LQ sW coW NEn v W U to �z �o z Lo Q�m ?�tiR� of �rom q U. Q ZU O �O-Q� O Q�- v'w> �o -0 L" � to n �O Lu J Z im B LLJ - Z cs O " zCD C) IL a 'ri u� as 0 O czn w N � co LQ sW coW NEn v W U to �z �o z Lo TOPOGRAPHIC NOTES 1.) NO UNDERGROUND UTILITY INFORMATION SHOWN HEREON EXCEPT AS NOTED NO ATTEMPT WAS MADE EMAP SHOWING. BOUNDARY, TOPOGRAPHIC ANC? TREE SURVEY OF BY THIS SURVEYOR TO LOCATE OR VERIFY ANY OTHER UNDERGROUND UTILITIES, PIPES, WIRES LOT 19 ACCORDING TO THE PLAT OF OR STRUCTURES, ETC. 2.) BEFORE DIGGING IN THE AREA SHOWN HEREON "USE CAUTION" CALL 811 FOR LOCATION OF MOST UNETFURftU UNDER GROUND UTILITIES. 3.) THE SURFACE FEATURES SHOWN HEREON REFLECT CONDITIONS AS THEY EXISTED :ON THE DATE SHOWN AS RECORDED IN PLAT BOOK 421. PAGES 18, 18A, -18B AND 18C OF THE CURRENT HEREON AND CAN ONLY BE, CONSIDERED INDICATIVE OF CONDITIONS AS THEY EXISTED AT THAT TIME. PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. 4.) .NO SPRINKLER SYSTEMS, 1F ANY, ARE LOCATED BY THIS SURVEY. 5.) CONTROL, ELEVATION WAS DERIVED FROM THE FLORIDA PERMANENT REFERENCE, NETWORK .. (FRRN) NAD83 (2011) - EPOCH 2010.000,. USING AN EPOCH 50 SPECTRA PRESSION GNSS TOGETHER WITH: RECIVER. THE (FPRN) BASE STATION. KREG WAS USED IN THIS SESSION AT 8: 30AMON PART OF THE ANDREW DEWEES GRANT, SECTION 37, TOWNSHIP 2 SOUTH; RANGE 29 EAST, ALSO KNOWN AS` A PART OF THE 06-05-2018. AN .ONSITE LA11TUDE OF. 30'21'35.20276" AND LONGITUDE OF 081 24' 25.98871, FOR EASTERLY 50.00 FEET OF THE N'OW CLOSED RIGHT, OF WAY OF OLD SHERRY DRIVE (A FORMER 100. FOOT RIGHT OF WAY AS NOW THIS POSITION. WAS RECORDED AT AN ELEVATION OF (10.30) FEET NAVD88. AN X CUT ON THE NORTH CLOSED). SAID EASTERLY 50.00 FEET BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: RIM OF A MANHOLE IN. THE CENTER OF CUL-DE-SAC OF INLAND WAY WAS LEFT AT :THIS POSITION AND: ELEVATION. ELEVA11ONS ARE SHOWN THUS (12.85), THE ELEVATIONS FOR THIS SURVEY ARE IN FOR A POINT OF BEGINNING, COMMENCE. AT THE NORTHWEST CORNER OF LOT 190 OCEAN WALK UNIT FOUR, AS RECORDED IN .PLAT REFERENCE TO NAVD '88 AND ARE IN FEET. THE "X" MARKS THE SPOT OF ELEVATION AND THE TEXT BOOK 42, PAGES 18 THROUGH 18C, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA; SAID POINT LYING ON THE IS PLACED AS CLOSE AS. POSSIBLE TO MAINTAIN "READABILITY": FORMER EAST RIGHT OF WAY LINEOF SAID OLD SHERRY DRIVE. AND BEING A CURVE CONCAVE EASTERLY, HAVING A RADIUS OF 6.) THIS IS A. TREE SURVEY, 2814.78 FEET; THENCE SOUTHERLY ALONG THE ARC OF, SAID CURVE, AN ARC DISTANCE OF 141.51 FEET AND .A CHORD BEARING AND 7.) THE WATER, SEWER, GAS AND. ELECTRIC INDICATORS AS SHOWN ' HEREON, . DISTANCE OF, SOUTH 10 DEGREES 14 MINUTES 15 SECONDS EAST, 141.50 FEET; THENCE SOUTH 78 DEGREES 19 MINUTES 20. SECONDS IF ANY, ARE SURFACE MARKINGS AS FOUND AT THE TIME 0F. THIS SURVEY. WEST, DEPARTING SAID EAST RIGHT OF WAY LINE, A DISTANCE OF 50.00 FEET TO AN INTERSECTION WITH THE CENTERLINE OF SAID 8.) A PORTION OF THIS LOT IS IN FLOOD ZONE AE WITH ABASE FLOOD ELEVATION OF (6:0) FEET NAVDE18. OLD SHERRY 'DRIVE. SAID CENTERLINE BEING A CURVE CONCAVE EASTERLY, HAVING A RADIUS OF 2864.78 FEET; . THENCE NORTHERLY, ALONG THE ARC OF SAID CURVE,, AN ARC DISTANCE OF 144.03 FEET AND A CHORD. BEARING AND DISTANCE OF NORTH 10 DEGREES 14 MINUTES 15 SECONDS WEST,' 144.01 FEET;' THENCE NORTH 81 DEGREES 12 MINUTES _10 SECONDS EAST, DEPARTING SAID FF(t1.66) CENTERLINE, .A DISTANCE. OF 50.00 FEET TO THE, AFORESAID NORTHWEST CORNER OF LOT 19, OCEANWALK UNIT FOUR AND THE POINT FRONT DOOR OF BEGINNING. 467 INLAND WAY . CERTIFIED .TO: (SURVEYORS NOTE) . JUSTIN M. NEWBERN AND AMY T NEWBERN. THE CAL, OF: "A CHORD BEARING AND DISTANCE OF SOUTH 10 DEGREES 14 MINUTES 15 SECONDS EAST, 6 CHQ POINT DISTANCE OF 141.50 FEET: THENCE SOUTH 78 DEGREES 19 MINUTES 20 SECONDS WEST," r WAS CHANGED TO:. BEGINNING A CHORD . BEARING AND DISTANCE OF SOUTH 10 DEGREES 14 MINUTES 15- SECONDS EAST, 141.50 FEET: . . z THENCE SOUTH 78 DEGREES 19 MINUTES 20 SECONDS WEST, NORTHWEST CORNER LOT 18 ` LOT 19 OCEAN WALK UNIT 4 °A CHORD BEARING AND DISTANCE OF NORTH 10 DEGREES 14 MINUTES 15 SECONDS WEST. A CHORQ PLAT BOOK 42, PAGES 18-18C ! DISTANCE AND DISTANCE OF 144.01 FEET:' .2} (1161) c110w)0w)� was CHANGER TO (142) gF (tow) . "A CHORD BEARING AND DISTANCE OF NORTH 10 DEGREES 14 MINUTES 15 SECONDS WEST,144.01 FEET: (5a9) {9 es) L", S 887T34 E 13$.81' .(M) TO CORRECT A . SCRIVENERS' ERROR. _ � � 1/2` FFva,M S 88° 18'42" E 138.89' (R) (6.3) of REBAR GAItA Q„ �1 o X'o r� ASSOC SURV 46aa LAND WAY [N 9 tp� t E / "t-�i t� LB 5488 q ° o a9j, v Z ' e + : p 9�k / E so.OB (1�1) Q C ♦ A c N g1$1 12, d" fy '1 �g� h, c�A+cl4EfE DRfvEe - $ 4 E e1 CRETE DRIVE ..: rte + d . (rP) BENCH AR� N I : i "h LB 3857 (1410) X CUT ON NORTH RIM Mal1, 1 1 10. y SANITARY SEWER MANHOLE 1/2" DURD(1P) T R/Yt NE ^ n � PAD c 54.48' TO BRL 1n (10.4 (1R tv (10,21) '`�L ELEVATION (10.30) LB 68 8 (g. g) FOWLER EASY DRIVE TO' - . , _ '� _. n Ln .-4 N 41" d . OLD `+N �:. O / "" . Q 66.8''- o 8)_,. FENC OF ... SEMENT 1 �- TO ACCESS EA (gb r 3 3. ` itliG... (10.7 m . (1ci.2s3 p r� 5 t4ON- NaTE1 PER /NL.AND d� A Y 'MRS 951 P 1556 p 13" / a+ (4.G) O.R•B• 185 / H{CKDRY J .. • i (t0� �l o 45' CUL-DE-SAC �4 $'6666... i5.p.... (1D s - ARC {�O i) SUGARBERRY . 4. i 6666. -- . Ul AO `'. w pp LOT 19 : '4° N xp O, O� 1.1 '2•Dr d a (11.1 1/2" (IP)i. N? o n �, , k LB 3857;, VICINITY MAP (s,o} p PRG LIVE 1"1 �O 6, CR 1p s �1: • m / /^ , OAK (11.I c - 2 2 0 q�F t6O.. aA co 1 R�45 , 30" , O + W (j 0 S 8238' �: a82.T9' (tiC) -7 tt LIVE (g g) o� °• ' • 4 '° `a n S $23$18" E 71.23'.' (M) 5/8` ° r - 1 e�� a+ "` - Jd ' . �. OAKGO - ag E 71.19' (R) REBAR �4' RLS 4424o+ 'o HOLLY ow- ,` krm 33.0 It 0 J, AtA ' . my 4" �+ d . ARIEGATED1 �� J 71) £ N r.0 ti 8' CHERRY 0 0 O N (' �. �'-r� P10.1'. )4 PALM t t� 111 O s� (ss} -a �O `0 o ,$, ` i; `° 7) �) s ` n r i V) 40 1p OD / _ Jacksonville cwo �_0) ),c(x4a, a. I �q�G Igo y�'``'� � LOT. 20 31+ LIVE C0" fs . / ' OAK 30" ` ,' 'V �8.9 . • N� / sant a amts OAKS i OLIVE �� ��� QLAT u ' / UOUVAL -•• OOAK FFICE COPS n, SITE {11s` 7.n �4 �yF `�, BENCHMARK ��,�,T FLOOD y' AREAS To! BE CHANCE a2x CHANCE WITH DEPTH NAIL AND DISK LB 5488 O 116? y N TE_R N� PGETt 6 1 FOOT � DRaNA �NEOHAAN I sq�u� MADE: AND AREASPROTECTEDPRRO EECTED 8 LEVEES FROM Is ANNUAL CHANCE FL000 Doo• AREAS of 1x ANNUAL / AREAS OF ANNUAL CHANCE t1 AL CH iH AVERAGE SOF CESS THAN 1 IN SOUTHEAST. FACE 6 o.R6. tgg95. v E Y Q GENERAL NOTES 38 . LIVE OAK (&,y,5) J R, 1. BEARINGS AUS BASED ON PLAT BOOK 42, PAGE 186 ELEVATION = (8aJ7) 2. STRUCTURE NM 465 SHOWN HEREON LIES WITHIN FLOOD ZONE X AS.BEST DETERMINED / 3 , THIS IS A SURFACE SURVEY ONLY. THE EXTENT OF FROM F.E.M.A. FLOOD MAPS PANEL NO. AIDS DATED FOD•18 M PR'ES AND U7IUTM IF ANY, NOT DETEE . ® ' A T ® 'SURVEYORS N C 4, JURISDICTIONAL AND/OR ENVIRONMENTAMY SENSITIVE AREAS IF ANY, NOT LOCATED BY THIS SURVEY. 1/2" 5. THIS SURVEY BASED ON LEGAL DESCRIPTIONS FURNISHED. THE PUBLIC RECORDS WERE LAND & ENGINEERING SURVEYS NOT SEARCHED BY THIS SURVEYOR FOR EASEMENTS,. TITLE, COVENANTS. B.R.L:'S RESTRICToNs, CLosuREB. TAKINGS OR. ORDINANCES. ETC F^ & THE HEAVY LINE SHOWN HEREON. MAY NOT INDICATE ACTUAL OWNERSHIP. LB 3624 � ' � � JACKSONVILLE, 3846 DiNFLORIDA�322p0 o •+ �0 �R�I 1 FF01.26) s 904-71-6468 7. UNLESS O1FiEltWl STATED ALL. IRON PIPES FOUND HAVE NO IDENTIFICATION. l �y FRONT DOOR AC =AIR CDNDITINRCER o� >" 50- 462 INLAND WAY `� CERTIFICATE OF AUTHORIZATION NO. LB 0005488 L DRI = BUILDING RESTRICTION LINE 1/2• (IP) Z E HT = BUILDING TIE DURDEN 7 a° �' 50.2 (�) 5 , M J PSM = PROFESSIIDaAL SURVEYOR ,& MAPPER LB 6696 S S 78'16'2g' O. S S SURVEYOR ITN = BETWEEN . R =RADIUS V G CC) :,COMPUTED FROM RECORD RLS = REGISTERED LAND E C&R " COVENANTS tr RESTRICTIIINS R/V = RIGHT I3F MAY ( )` I HEREBY CERTIFY. THIS o � = cCANRNOT READ (TYP> = TYPICAL S SURVEY . WAS DONE UNDER MY COW - CONCRETE O • • • • • • • • • • SET IRON PIPE (IP) OR REBAR DIRECT SUPERVISION AND MEETS THE MINIMUM TECHNICAL & cOvD = COVERED 'Assoc suRv' OR LB. gage (aD i ED = ELECTRIC BOX s . ....... •FOUND IRON PIPE (IP) OR PIN STANDARDS FOR LAND S VEYING PURSUANT TO CHAPTER 5J-17.050 ET =ELECTRIC TRANSFDRU�R d, PAD ... .. •FOUND CONCRETE MONUMENT (CM) THROUG 7A52, FLO A MINISTRAT VE CO CHAPTER 472, F.S. A A . LENGTH VIILLEELECTRIC ,AUTHORITY CRDs CUT OR DRILLO E a LD - LICENSED BUSINESS. ............... ..NAIL $ OPSO B -x-x x x- X x X- OWN LINK FENCE LS - LICENSED SURVEYOR I -I --If W W �� FENCE, (M) ' ` =..1ffiASURED CE BY: E NTD = HAIL.& DISC n n n n n n, WOOD FENCE C RLES B..HATC E FLORID ERTIFICATE NO. 3771 MD. = OFFICIAL RECORDS � FENCE V I DDDK I DAtV . OFFICIAL RECCt1S VOLUME OVERH UTILITY C ARLES L. START. I FLOR A CERTIFICATE NO. 4579 A PC = POINT OF CURVE FIRE HYDRANT RAYMOND J. SC HA FER FLORIDA CERTIFICATE N0. 6132 T PCC = POINT OF COMPOUND CURVE . fHONE RISER REVISED 12/03/2018 TO SHOW TERMINA11ON OF 1 PEO = POOL EQUIPMENT PAD �. WAS METER % PI = P01NT OF INTERSECTION 5' NON -ACCESS EASEMENT PER ORB. 18595, PG. 1558. JOB N0. 72073 I DATE .06--05-2018 0 PRC = POINT OF REVERSE CURVE 'Oa UTILITY POLE SCALE: 1 � = 20' I DRAFTER. CLS. DIAME s PT a PDQ TNCY E MONUMENT�................... � ANCHOR PLS = PROFESSIONAL LAND SURVEYOR D ...... • ... • CENTRAL ANGLE NOT VALID' WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED. SURVEYOR AND MAPPER Self Cash Register Receipt Receipt Number Liv City of Atlantic Beach R11875 DESCRIPTION I ACCOUNT QTY PAID PermitTRAK $55.00 POOL19-0017 Address: 465 INLAND WAY APN: 169463 1537 $55.00 POOL FINAL BUILDING 02/27/2020 RBE $55.00 POOL FINAL BUILDING 02/27/2020 RBE 455-0000-322-1002 0 $55.00 TOTAL FEES PAID BY RECEIPT: R11875 $55.00 Date Paid: Monday, March 02, 2020 Paid By: SCOTT'S POOL SERVICE, INC Cashier: CT Pay Method: CREDIT CARD 11 Printed: Monday, March 02, 2020 2:58 PM 1 of 1