Land Survey - -- - '- __ " -"' __ _ __'"' -, " —,",, , ""' ` , I ""' "t-L_LH,v,V",
(FORMF-RLY kGISTERED LAND SURVEYOR NO. 179, ON SEPTEMBER 29, 1937, EXAMINED AND APPROVED
ANGLE POINT OPPOSITE R-52 BY THE COUNCIL OF THE TOWN OF ATLANTIC BEACH ON OCTOBER 5, 1937, SAID SURVEY
BEING TITLED "SURVEY OF A PART OF ATLANTIC BEACH, DUVAL COUNTY, FLORIDA FROM
I No MAGNAIL & (N89-07'06"E 58.15' FIELD) FOUND NAIL & EXISTING BULKHEAD TO CENTER LINE OF FORMER F. E. C. RIGHT OF WAY, FOR THE PURPOSE
OLD,SK PLATE, (L8 1048) 24" SANITARY SEWER OF DEFINITELY FIXING THE BOUNDARIES OF THE STREETS AND FOR LOCATING PERMANENT
FI5�
__6)L,13172 REFERENCE MONUMENTS AT THE CORNERS OF EACH BLOCK."; THENCE S.05*54'10"E,, ALONG
(N83*21-21"E 71,14' N89*06'50"E 58.19' WOOD
N 2178510.41 �1 == �= === ==,_ — OWER POLE THE AFOREMENTIONED EASTERLY RIGHT-OF-WAY LINE OF OCEAN BOULEVARD, A DISTANCE OF
E 374923.3 83- 71 -10 1 i STOP S11 195.74 FEET 70 THE RECENTLY CREATED NORTHERLY RIGHT-OF-WAY LINE OF ATLANTIC
24'50
FOUND 1/2" IRON BOULEVARD; THENCE EASTERLY ALONG SAID RECENTLY CREATED RIGHT-OF-WAY LINE THE
Guy WIRE: FOLLOWING EIGHT COURSES: 1) S.62*27'04"E. A DISTANCE OF 29.18 FEET; 2)
PIPE, (LB 1048)
ANCHOR 0HE
WOOD N.89*24'50"E. A DISTANCE OF 156.53 FEET TO THE POINT OF CURVATURE OF A CURVE
POWER POLE wz:
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 63.68 FEET; 3) SOUTHEASTERLY ALONG THE
BELL SOUTH ARC OF SAID CURVE A DISTANCE OF 52.21 FEET, SAID ARC BEING SUBTENDED BY A CHORD
BEARING OF S.68'24'32"E. AND A CHORD DISTANCE OF 50.76 FEET TO A NON-TANGENT END
CONCRETE PAD ------ OF SAID CURVE; 4) N.89*24'50"E., ALONG THE NORTHERLY RIGHT-OF-WAY LINE AS
ESTABLISHED BY THE AFOREMENTIONED 1. R. WELLINGTON SURVEY. A DISTANCE- OF 7-10
�4j - CONC —
FEET TO A P01NT ON A CURVE AVE NORTHEASTERLY HAVING A RADIUS OF 18.50 FEET;
5) SOUTHEASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 24.53 FEET, SAID ARC
BEING SUBTENDED BY A CHORD BEARING OF S.52*36'25"E. AND A CHORD DISTANCE OF 22.77
FEET TO A POINT OF TANGENCY OF SAID CURVE; 6) N.89*24'50"E. A DISTANCE OF 26.04
LIGHT��POLE FEET; 7) S,00*35'10"E. A DISTANCE OF 4.00 FEET; 8) N.89'24'50"E. A DISTANCE OF
120.54 FEET TO THE AFOREMENTIONED EROSION CONTROL LINE; THENCE N,02*18'03"W.,
ALONG SAID EROSION CONTROL LINE, A DISTANCE OF 34,17 .FEET TO ANGLE POINT NO. 37;
THENCE CONTINUE ALONG SAID EROSION CONTROL LINE N.04*38'30"W. A DISTANCE OF
254.35 FEET TO AN INTERSECTION WITH THE AFOREMENTIONED SOUTHERLY RIGHT-OF-WAY
------- LOT LINE OF AHERN STREET; THENCE S.83'24'50"W., ALONG SAID SOUTHERLY RIGHT-OF-WAY
50 LINE OF AHERN STREET, A DISTANCE OF 72.16 FEET TO A RECENTLY CREATED JOG IN SAID
LOT RIGHT-OF-WAY LINE; THENCE ALONG SAID RECENTLY CREATED RIGHT-OF-WAY THE FOLLOWING
THREE COURSES: 1) N.04'42'12"W. A DISTANCE OF 10.15 FEET; 2) 3.83'24'50"W. A
DISTANCE OF 50.55 FEET; 3) 5.52'28'26"W, A DISTANCE OF 19,73 FEET TO A POINT ON
THE AFOREMENTIONED ORIGINAL RIGHT-OF-WAY LINE OF AHERN STREET; THENCE
rul
:C S.83*24'50"W. A DISTANCE OF 112.90 FEET TO ANOTHER RECENTLY CREATED JOG IN SAID
C) 351 RIGHT-OF-WAY LINE; THENCE N.05*54'10"W. A DISTANCE OF 18.00 FEET; THENCE
S.83*24'50"W., ALONG THE RECENTLY CREATED SOUTHERLY RIGHT-OF-WAY LINE OF AHERN
Co STREET, A DISTANCE OF 150.00 FEET 70 THE AFOREMENTIONED EASTERLY RIGHT-OF-WAY
LA < LINE OF OCEAN BOULEVARD; THENCE S,05*54'10"E., ALONG SAID EASTERLY RIGHT-OF-WAY
0 C7)
cl 0 0 LINE, A DISTANCE OF 18.00 FEET TO THE POINT OF BEGINNING,
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0
IM
Lo
a PARCEL "TWO"
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0
ALL OF LOTS 1, 2, 10 AND 11, TOGETHER WITH A PART OF LOTS 3 AND 9, BLOCK 33;
TOGETHER WITH A PART OF AHERN STREET, ALL IN PLAT NO, 1, SUBDIVISION "A",
ATLANTIC BEACH, AS RECORDED IN PLAT BOOK 5, PAGE 59 OF THE CURRENT PUBLIC RECORDS
0 0 OF DUVAL COUNTY, FLORIDA, ALL MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A
24' SANITARY SEWER
POINT OF BEGINNING COMMENCE AT THE SOUTHWEST CORNER OF SAID LOT 1; THENCE
N.05'54'10"W., ALONG THE WESTERLY LINE OF SAID LOTS 1 AND 11, A DISTANCE OF
Ln
0) 256.00 FEET TO THE NORTHWEST CORNER OF SAID LOT 11; THENCE N.83*24'50"E., ALONG
THE NORTI4 LNE OF SAiD LOTS 10 AND 11, A DISTANCE OF 71.10 FEET TO AN ANGLE POINT
IN THE NORTH LINE OF SAID LOT 10; THENCE N.89*06'50"E., ALONG THE NORTHERLY LINE
0 C)
CN OF LOTS 9 AND 10, A DISTANCE OF 58.19 FEET; THENCE S.06*35'10"E., ALONG A LINE
rn WOOD L i Z r� 15 FEET WESTERLY OF AND PARALLEL WITH THE EAST LINE OF SAID LOTS 3 AND 9 AND ITS
POWER POLE ------ LIGHT POLE i
> 0 D.N.R. MONUMENT NO. 72-81-A21 SOUTHERLY PROJECTION, A DISTANCE OF 263.20 FEET; THENCE S,83*24'50"W., ALONG A
�5 N 2178371.2 LINE 13 FEET SOUTHERLY OF AND PARALLEL WITH THE SOUTH LINE OF AFORESAID LOTS 1,
0 0 E 375348.2 2 AND 3, A DISTANCE OF 132.22 FEET TO A POINT ON THE EASTERLY RICHT-OF-WAY LINE
0 Z OF OCEAN BOULEVARD; THENCE N.05*54'10"W., ALONG SAID EASTERLY RIGHT-OF-WAY LINE
OF OCEAN BOULEVARD, A DISTANCE OF 13.00 FEET TO THE POINT OF BEGINNING.
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35' D,N.R. MONUMENT ---I
NO, 2-81 A21
ELE TION=11.27(NAVD V I C I N I T Y M P
LIGHT POLE _FI F TION=12.37(NGVD I
FOUND IRON
PIPE, 1048"
(FIELD)
4,4l N0442 r) \jv
1 - - - __J - - .. . n, I
�U IN I Ur t5t�_p ININ INko L-1 — NU,(+ V-
OD
P ST CONCRETE 0.1
DARCEL TWO POWER POLE
SOUTHWEST CORNER LOT 1) 0 wo(
p E\tE�tER POST
SB3*24)5 i",I A�v 4 IIHE S83'24'50"W T DEO IN OFFICIAL
T AS RFC
\8 TER METER 15.00' F AGE 1518
v NAIII-6 0 BOOK 9 S-�RFF
E E CLO
C'nm FOUNIZL5 3 pFRpF UAL EASEMEN 5, 3ED
FOUND�L/2- IRON -4 OH ON 172 RECORDS
PIPE, B 72" POWER POLE Disc, T RIGH*�_O�-\NAY �EACH)
CHE 0WOOD POST s OR'T�ON OF A OF ATLANTIC
CLOSED ANITARY SEWER 57' (THIS -T NNI-TH C,
�ZRN STREET ION.RW ELEVATICN=15.12 I _m
'IC BEACH) (I MT NNITH C,
CONCRETE POWER POLE WOOD POS Z)RTION F A�TY OF ATLANI .04' IRON BOTTOM OF BOX ELEVATION=8.67 AGREE N 0
(-rHIs P, _f V"'T To IRON) (ABANDONED) ONCRF'.Ts S,
UNDERGROUND GAS LINE INDICATOR� BY AGREEMEN 132.22' FIELD C
_T�5RTDP"LS:VGN 'N N06'05'37"W 17.81' (FIELD) S83-4 'I 5"\N 5 A
'01 1)\ S A 55 RASS
JOHN J. AHERN MARKER—M k i- A 5 FIELD)
S 3* 4$50 N05054'1 0"W C11.1 I e) S B 4 FOUND N 72.1
FOUND NAIL & DISC N %5 3672
U A13LF TO SET C 3672
IN CURB 3'24 5 IR,
N %8 3672' IRON 0
SS FOUND :1,12" t5
j\N (FIELD) STRREE N , JROJ� 3*24)5
8 18.00' GRASS
PIPE, LS 3672
(FORMERLY PLUM FIRE HYDRANT CCO WALL
STU I--T-T-
GENERATOR PADS
N 05*54 10 W BE" (p Lo) -,14'50'E: 67,14' 2-8-o' -- - L , i-.
T
Ne3 _STOV,,� MASONRY E�T r
13.00 0 5rO sq.T�,
(FIELD) 150.ou WATER �p RETE BOX S83'21 11 '2-9U
2178317 S83'24'� : .
CLOSE : 4� 4 SET MAGNAIL & CO.
F 4
3749�0-1 DISK, L93672
A' DISC R
FrOUNO N 2,� 3,247 50" VV N S7REET 8 *24'50
TIQN I,)
A7 SB OF ATLAN 11�1 SB ld RAM: r-LT-L.r
L NAIL & ME AL L11I (63.34')
S05* 4 46"E �F'N) b,
5
P ATE 33,4' T. I
WATER
S05*54 I u
TER MEtER 4. LO 4.
18.00 C3 WA* NI�K 137.3' � ,_:
I SACKFLO\q FKtvl- ENCLOSURE
WOOD POST 0
1 (A 0
(30 0
_T_1I 0.2 74
50. -4
WOOD POWER PO 4' T--1-
NTH DOWN GU OUjZ 14A DISC N8,3-2� 50 HC 4 1,2.7'
.4
12� Lp
3672) 12�
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4
POINT OF BEGIN NG v
1.0,
CO _J�
ta L
_�,LIGHT POLE 1 , i
4`. —Z 4.9' GRAPHIC SCALE
PARCEL ONE 4. -7-
0 5 10 20 40
(NORTHWEST CORNER LOT 11) 10
HC LOT B
T '�_-Lr-77
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7 L-I""T
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tQ 2.4 T LEGEND:
T
LO
H
4.7'
7`7
FFE DENOTES FINISH FLDDR ELEVATION
C:
LA 10.7' PT DENOTES POINT OF TANGENCY
NDSCAPE LOT 7
0 B NT DENOTES NDN-TANGENT
L5_T 6 L9
PC DENOTES PL71NT OF CURVATURE
A,
H
rQ 0 OHE DENOTES OVERHEAD ELECTRIC LINES
>
0 Z
CONC. DENOTES CONCRETE
4�4
C; ELEC. DENOTES ELECTRIC
.7
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LIGHT POLE <> LO 0 PARCEL ONE.................101 ,461 .8 SQ.FT.
Q)
tK-
44 4
2.33 AC,±
> Qj
rq V, PARCEL TWO.................34,963.2 SQ.FT.
LIGHT POLE
0.80 AC,±
-ri-I_17 .
N-TiC BEACH
,-T 7-
jTy OF ATLA I" I
7
72-2 7
_fHE C
NNDONED 13Y '7
ALLEY AS, By RF-�,OLU7ION
10, t
LOT 6----
7
JANUARY 1U,
_.L_.. Ln LOT 5
T Q) *
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L E-P-5-
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LOT 4
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7--1
CATCH BASI DROP INLET 7T-"' 3.0'7�
303
`7 _j j -r-L,
I -L- 7
N 2178104.5 .1
7-
E 374975.6 T-1 I-S6 I
_7 I
FOUND NAIL DISK DROP INLET
_7 T"
(LB 3672)
ELE TRIC-..=- -1 -1 t
-7 -r---T-)-17--�7_._
R41 '42"E 156.52- FIELD) -7-7-7-7
MET (N89-23 r
t PC_ 7
4
156.53 7-7
CURB INLET N89*24 50 E 1__� T J 700
I- -Tj-T-
CURB U TER 0 ------- 7
CONCRETE �,�__F LIND NAIL & PLATE
T P (LB MAS Y WALL PLANTER i L,-I-T
OLE & S ----7-- -7 -T-i -a
-7-7-
-OUND NA%�,& P� A L M T R E E s H R U 8 S
LATE, (LB 15t,45) FOUND 1/2" IRON
71�- I I 1 1,
7-
T
L
8 R I C K IN A L K _-L
PIPE (L6 3572)
i- 7 T
_7 T
7
=7FORMER RIGHT-OF-WAY LINE-
T _7
CROSS WALK LIGHT
CONCRETE TRAFFIC POLE N89*24'50"E
18" CURNB CUTTER
TRAN RMEK PAD PLANTER
226.20' 7- 7-1-, N89*25'2,3"E (FIE _T_7 CL B
N89'24'50"E MEDIAN PLANTER -T-1 0,
_F,fA-LANTIC79�,:
PLAN, OUND *X* CUT
7_7 PLANT�Q 3. WOOD RAIL
-7- T-r- M M
ASONRY WALL
FOUND 1/2" IRON
-7.10 N
PIPE, (LB 3672)
FOUND NAIL & DISC
LT (LB 3672)
N89 24 50"E
C3 7_7
S02*00'09"W 4.36' (FIELD) N39 24'57"E (qIELD)
S00*351 0"E
PLANTER
CATCH BASIN 7— 4.00
A S P H A L T N88*36'43"E 26.24' (FIELD)
N89024'50"E
26.04
r
T__
--EIR�CK TURNAROUND-
THE UNDERSIGNED HEREBY CERTIFIES, AS OF JULY 3, 2008, TO
NOTES: ASHFORD HOSPITALITY TRUST, INC.; AND ASHFORD ATLANTIC BEACH, LP
1. THIS IS A BOUNDARY AND TOPOGRAPHIC SURVEY.
7,
2, NO BUILDING RESTRICTION LINE PER PLAT. 1 7 __�_T THAT HE IS A DULY REGISTERED LAND SURVAYOR OF THE STATE OF
_7
FLORIDA; THAT THIS PLAT OF SURVEY IS MADE AT LEAST IN ACCORDANCE
3, AS SHOWN, ELEV,=11.62 (NAVD 88). 1_7=:�BRICK.._TVrRNARO NO_T=�
SITE BENCHMARK: I 7=7-Z�-
4. ONLY ABOVE GROUND INDICATORS FOR UNDERGROUND UTILITIES LOCATED BY THIS SURVEY UNLESS SHOWN OTHERWISE.
WITH THE MINIMUM TECHNICAL STANDARDS ESTABLISHED BY SAID STATE
-7
5. THIS PROPERTY APPEARS TO LIE IN FLOOD ZONE 'X' AND 'AO' DEPTH 2 FEET BY FLOOD MAPS REVISED APRIL 17, 1989, FOR SURVEYS AND LAND SURVEYORS AND WITH THE MINIMUM DETAIL
COMMUNITY PANEL NO, 120075 001D. C 1REQUIREMENTS FOR LAND TITLE SURVEYS AS ADOPTED BY THE AMERICAN
6. THERE ARE 106 REGULAR AND 7 HANDICAPPED PARKING SPACES IN PARCEL ONE, 106 REGULAR AND 0 HANDICAPPED PARKING LAND TITLE ASSOCIATION AND AMERICAN CONGRESS ON SURVEYING AND
SPACES IN PARCEL TWO D.N.R. MONUMENT NO. 72-81-A21 r-
7. THE ORIGINAL STREET LINES SHOWN HEREON WERE ESTABLISHED FROM A MAP PREPARED BY I.R. WELLINGTON, SEPTEMBER 29, N 2178294.6 RIGHT-OF-WAY WIDTH VAR MAPPING; THAT THIS SURVEY CORRECTLY SHOWS THE LOCATION OF ALL
1937 AND APPROVED BY THE TOWN OF ATLANTIC BEACH, OCTOBER 5, 1937. E .374901.4 COUNTY ROAD NO. 2 BUILDINGS, STUCTURES AND OTHER IMOROVEMENTS SITUATED ON THE
8, BEARINGS ARE BASED ON THE WEST RIGHT-OF-WAY LINE OF BEACH AVENUE AS BEIN& S06*35'10'F. SUBJECY PREMISIS; AND THAT, EXCEPT AS SHOWN, THERE ARE NO VISIBLE
9. BEARINGS SHOWN THUS (S06'26'53"W) ARE BASED ON COASTAL CONSTRUCTION CONTROL LINES AS ESTABLISHED BY MAP BOOK EASEMENTS OR RIGHTS OF WAY ACROSS SAID PREMISIS OR ANY OTHER
'C', PAGES 72 THROUGH 72H.
CY
'C
5, AG
'NO OF A7
)R ION F
EASEMENTS OR RIGHTS OF WAY OF WHICH THE UNDERSIGNED HAS BEEN
10, THE EROSION CONTROL LINE AS RECORDED IN PLAT BOOK 35, PAGES 59, 59A AND 59B OF THE CURRENT PUBLIC RECORDS OF C& 0
ADVISED, NO PARTY WALLS, NO ENCROACHMENTS ONTO ADJOINING
DUVAL COUNTY, FLORIDA WAS ESTABLISHED AS THE SEAWARD BOUNDARY OF ALL OCEANFRONT PROPERTY IN DUVAL COUNTY BY
FLORIDA STATUTES CHAPTER 161.191. PREMISIS, STREETS OR ALLEYS BY ANY OF SAID BUILDINGS, STRUCTURES
11, MEAN HIGH WATER ELEVATION = 2.10 (N,A.V�D. 1988) AND MEAN LOW WATER ELEVATION = -2,98 (N.A.V.D. 1988), TIDE RANGE ENCROACHMENTS AS TO PARCEL ONE: ANGLE POINT OPPOSITE R-53 OR OTHER IMPROVEMENTS, AND NO ENCROACHMENTS ONTO SAID PREMISIS
5.07 AS PER TIDE STATION NUMBER; 872-0291, FROM THE INTERACTIVE WATER BOUNDARY MAP, AS PER LABINS.DRG WEBSITE, 1. WOOD DECK IS OVER THE EAST LINE NEAR THE SOUTHEAST BY BUILDINGS, STRUCTURES OR OTHER IMPROVEMENTS SITUATED ON
SEASONAL HIGH WATER LINE FORMULATED ACCORDING TO CHAPTER 16B-33,002<45), FLORIDA ADMINISTRATIVE CODE, MHW + (1.5 X CORNER OF LANDS. ADJOINING PREVIS1S.
/1 �_ V CZM-71, - C)-71 /KIA \/ n Inn011 2. CONCRETE CURB AT NORTHWEST END OF PARKING AREA IS
SOUTHERLY PROJECTION, A DISTANCE OF 263.20 FEET; THENCE 5.83'24'50"W., ALONG A Nt�71Z:IlLNLL) LANU �)Ut�Vt.TVN NU, 1/�O, UN bLHILMULN 29, 1937, LXAMINED AND APPROVED
LINE 13 FEET SOUTHERLY OF AND PARALLEL WITH THE SOUTH LINE OF AFORESAID LOTS 1, BY THE COUNCIL OF THE TOWN OF ATLANTIC BEACH ON OCTOBER 5, 1937, SAID SURVEY
2 AND 3, A DISTANCE OF 132.22 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY LINE BEING TITLED "SURVEY OF A PART OF ATLANTIC BEACH, DUVAI COUNTY, FLORIDA FROM
OF OCEAN BOULEVARD; THENCE N.05*54'10"W., ALONG SAID EASTERLY RIGHT-OF-WAY LINE EXISTING BULKHEAD TO CENTER LINE OF FORMER F. E. C. RIGHT OF WAY, FOR THE PURPOSE
OF OCEAN BOULEVARD, A DISTANCE OF 13.00 FEET TO THE POINT OF BEGINNING, OF DEFINITELY FIXING THE BOUNDARIES OF THE STREETS AND FOR LOCATING PERMANENT
CURVE RAOIUS LENGTH TANGENT CHORD BEARING DELTA FIELD - REFERENCE MONUMENTS AT THE CORNERS OF EACH BLOCK."; THENCE S.05*54'10"E,, ALONG
Cl 18.50' 24,53' 14.44' 22.77' S52*36'25"E 75'57'31 S52*35'27"E THE AFOREMENTIONED EASTERLY RIGHT-OF-WAY LINE OF OCEAN BOULEVARD, A DISTANCE OF
C2 63.68' 52.21' 27.67' 5 0.7 65' S68*24'32"E 46'58'08" SSS*12'17"E 50.56- 195.74 FEET TO THE RECENTLY CREATED NORTHERLY RIGHT-OF-WAY LINE OF ATLANTIC
BOULEVARD; THENCE EASTERLY ALONG SAID RECENTLY CREATED RIGHT-OF-WAY LINE THE
FOLLOWING EIGHT COURSES: 1) S.62'27'04"E. A DISTANCE OF 29.18 FEET; 2)
N.89*24'50"E. A DISTANCE OF 156.53 FEET TO THE POINT OF CURVATURE OF A CURVE
LEGEND: m CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 63.68 FEET; 3) SOUTHEASTERLY ALONG THE
1STSTREET > 0
V) ARC OF SAID CURVE A DISTANCE OF 52.21 FEET, SAID ARC BEING SUBTENDED BY A CHORD
m l�IlI
>i BEARING OF S,63'24'32"E. AND A CHORD DISTANCE OF 50.76 FEET TO A NON-TANGENT END
FFE DENOTES FINISH FLOOR ELEVATION >
0 OF SAID CURVE; 4) N.89*24'50"E., ALONG THE NORTHERLY RIGHT-OF-WAY LINE AS
PT DENOTES POINT OF TANGENCY
>
r ESTABLISHED BY THE AFOREMENTIONED 1. R. WELLINGTON SURVEY, A DISTANCE OF 7.10
<,' '1/1 AHERN --FEET TO A-POINT ON A CURVE CONCAVE--NORTH EASTERLY HAVING A RADfus OF 18.50 FEET;
NT-- DENO S NON-TANGEN-T�-
>
z 5) SOUTHEASTERLY ALONG THE ARC.OF SAID CURVE A DISTANCE OF 24.53 FEET, SAID ARC
Cx/ BEING SUBTENDED BY A CHORD BEARING OF S.52*36'25"E. AND A CHORD DISTANCE OF 22.77
PC DENOTES POINT OF CURVATURE
m FEET TO A POINT OF TANGENCY OF SAID CURVE; 6) N.89*24'50"E. A DISTANCE OF 26.04
OHE DENOTES OVERHEAD ELECTRIC LINES A-1-A ATLANTIC,BLVD. FEET; 7) S.00-35'10"E. A DISTANCE OF 4.00 FEET; 8) N.89*24'50"E. A DISTANCE OF
CONC. DENO TES CDNCRE TE 120.54 FEET TO THE AFOREMENTIONED ER031ON CONTROL LINE; THENCE N.02'15'03"W.
C,R.1 0 C.R.2 ALONG SAID EROSION CONTROL LINE, A DISTANCE OF 34,17 FEET TO ANGLE POINT NO. 37;
ELEC. DENO TES EL EC TRIC > 0 THENCE CONTINUE ALONG SAID EROSION CONTROL LINE N.04*38'30"W, A DISTANCE OF
I z
254.35 FEET TO AN INTERSECTION WITH THE AFOREMENTIONED SOUTHERLY RIGHT-OF-WAY
> m LINE OF AHERN STREET; THENCE S,83*24'50"W., ALONG SAID SOUTHERLY RIGHT-OF-WAY
PARCEL ONE.................101 ,461 .8 SQ.FT. A V) LINE OF AHERN STREET, A DISTANCE OF 72,16 FEET TO A RECENTLY CREATED JOG IN SAID
m
m 4
m Z
2.33 AC.± --- m RIGHT-OF-WAY LINE; THENCE ALONG SAID RECENTLY CREATED RIGHT-OF-WAY THE FOLLOWING
V) THREE COURSES: 1) N.04*42'12"W. A DISTANCE OF 10.15 FEET; 2) S.83'24'50"W. A
PARCEL TWO.................34,963.2 SQ.FT,
DISTANCE OF 50.55 FEET; 3) S.52*28'26"W. A DISTANCE OF 19.73 FEET TO A POINT ON
0.80 AC.± m
m THE AFOREMENTIONED ORIGINAL RIGHT-OF-WAY LINE OF AHERN STREET; THENCE
----------- S.83*24'50"W, A DISTANCE OF 112.90 FEET TO ANOTHER RECENTLY CREATED JOG IN SAID
V I C I N I T Y M A P RIGHT-OF-WAY LINE; THENCE N,05*54'10"W. A DISTANCE OF 18.00 FEET; THENCE
S.83*24',50"W., ALONG THE RECENTLY CREATED SOUTHERLY RIGHT-OF-WAY LINE OF AHERN
STREET, A DISTANCE OF 150.00 FEET TO THE AFOREMENTIONED EASTERLY RIGHT-OF-WAY
LINE OF OCEAN BOULEVARD; THENCE S.05*54'10"E., ALONG SAID EASTERLY RIGHT-OF-WAY
LINE, A DISTANCE OF 18.00 FEET TO THE POINT OF BEGINNING,
GRAPHIC SCALE
10 0 5 10 20 40
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---LD) _j PLAT BOOK 35, PAGES 59-59B
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ANGLE PL71NT ND, 36 I�
THE UNDERSIGNED HEREBY CERTIFIES, AS OF JULY 3, 2008, TO
NOTES: ASHFORD HOSPITALITY TRUST, INC.; AND ASHFORD ATLANTIC BEACH, LP
1. THIS IS A BOUNDARY AND TOPOGRAPHIC SURVEY,
2. NO BUILDING RESTRICTION LINE PER PLAT. THAT HE IS A DULY REGISTERED LAND SURVAYOR OF THE STATE OF
3. SITE BENCHMARK: , AS SHOWN, ELEV.-'�11,62 <NAVD 88). FLORIDA; THAT THIS PLAT OF SURVEY IS MADE AT LEAST IN ACCORDANCE
4. ONLY ABOVE GROUND INDICATORS FOR UNDERGROUND UTILITIES LOCATED 13Y THIS SURVEY UNLESS SHOWN OTHERWISE. WITH THE MINIMUM TECHNICAL STANDARDS ESTABLISHED BY SAID STATE
5, THIS PROPERTY APPEARS TO LIE IN FLOOD ZONE 'X- AND -AO' DEPTH 2 FEET BY FLOOD MAPS REVISED APRIL 17, 1989, FOR SURVEYS AND LAND SURVEYORS AND WITH THE MINIMUM DETAIL
COMMUNITY PANEL NO. 120075 001D. REQUIREMENTS FOR LAND TITLE SURVEYS AS ADOPTED BY THE AMERICAN
6. THERE ARE 106 REGULAR AND 7 HANDICAPPED PARKING SPACES IN PARCEL ONE, 106 REGULAR AND 0 HANDICAPPED PARKING LAND TITLE ASSOCIATION AND AMERICAN CONGRESS ON SURVEYING AND
SPACES IN PARCEL TWO
7. THE ORIGINAL STREET LINES SHOWN HEREON WERE ESTABLISHED FROM A MAP PREPARED BY I.R, WELLINGTON, SEPTEMBER 29, MAPPING; THAT THIS SURVEY CORRECTLY SHOWS THE LOCATION OF ALL
1937 AND APPROVED BY THE TOWN OF ATLANTIC REACH, OCTOBER 5, 1937. BUILDINGS, STUCTURES AND OTHER IMOROVEMENTS SITUATED ON THE
8. BEARINGS ARE BASED ON THE WEST RIGHT-OF-WAY L�NE OF BEACH AVENUE AS BEING: S06*35'10'E, SUBJECY PREMISIS; AND THAT, EXCEPT AS SHOWN, THERE ARE NO VISIBLE
9, BEARINGS SHOWN THUS (SO6'26'53'W) ARE BASED ON COASTAL CONSTRUCTION CONTROL LINES AS ESTABLISHED BY MAP BOOK EASEMENTS OR RIGHTS OF WAY ACROSS SAID PREMISIS OR ANY OTHER
'C', PAGES 72 THROUGH 72H. EASEMENTS OR RIGHTS OF WAY OF WHICH THE UNDERSIGNED HAS BEEN
10. THE EROSION CONTROL LINE AS RECORDED IN PLAT BOOK 35, PAGES 59, 59A AND 59B OF THE CURRENT PUBLIC RECORDS OF ADVISED, NO PARTY WALLS, NO ENCROACHMENTS ONTO ADJOINING
DUVAL COUNTY, FLORIDA WAS ESTABLISHED AS THE SEAWARD BOUNDARY OF ALL OCEANFRONT PROPERTY IN DUVAL COUNTY BY PREMISIS, STREETS OR ALLEYS BY ANY OF SAID BUILDINGS, STRUCTURES
FLORIDA STATUTES CHAPTER 161,191.
11, MEAN HIGH WATER ELEVATION = 2.10 (N.A.V.D. 1988) AND MEAN LOW WATER ELEVATION = -2.98 (N.A.V.D. 1988), TIDE RANGE ENCROACHMENTS AS TO PARCEL ONE: OR OTHER IMPROVEMENTS, AND NO ENCROACHMENTS ONTO SAID PREMISIS
5.07 AS PER TIDE STATION NUMBER: 872-0291, FROM THE INTERACTIVE WATER BOUNDARY MAP, AS PER LABINS.ORG WEBSITE, 1. WOOD DECK IS OVER THE EAST LINE NEAR THE SOUTHEAST BY BUILDINGS, STRUCTURES OR OTHER IMPROVEMENTS SITUATED ON
SEASONAL HIGH WATER LINE FORMULATED ACCORDING TO CHAPTER 16B-33.002<45), FLORIDA ADMINISTRATIVE CODE. MHW + (1.5 X CORNER OF LANDS. ADJOINING PREMISIS.
�TT%r- r-)AKtr-r-'l - 'n 1r) � el az v cZ n7li - 0-71 (KI A\/ *n 1000) 2. CONCRETE CURB AT NORTHWEST END OF PARKING AREA IS