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A TLA N TIC BEA CH COUN TR Y CL UB UNI T I
Being a portion Section 8, Section 16 and Section 77, Township 2 South, Range 29 East, Duval County, Florida PLA T BOOK PAGE
SHEET 1 OF 3 SHEETS
CAPTION ADOPTION AND DEDICATION
THAT CERTAIN TRACT OR PARCEL OF LAND BEING ALL OF LOT 5 OF DONNER'S REPLAT, ACCORDING TO THE PLAT THEREOF This is to certify that ATLANTIC BEACH PARTNERS, LLC, a Florida Limited Liobilit
HE PUBLIC RECORDS OF DUVAL COUNTY FLORIDA AND A PORTION caption hereon known as ATLANTIC BEACH COUNTRY CLUB UNIT 1, having caused the some to be ;3urveyed and subdivided. This plat being NO TFS
AS RECORDED IN PLAT BOOK 19, PAGES 16 AND 16A OF T y Company, is the lawful owner of the lends described in the
OF SECTION 8, SECTION 16 AND SECTION 17, ALL IN TOWNSHIP 2 SOUTH, RANGE 29 EAST DUVAL COUNTY FLORIDA, BEING mode in accordance with said survey is hereby adopted as a true and correct plat of those londs. All roads and unobstructed drainage
MORE PARTICULARLY DESCRIBED AS FOLLOWS:
LANTIC BEACH
easements, (except all private drainage easements which shall remain privately owned and the sole and exclusive property of AT 1) * Denotes Permanent Reference Monument Set P.L.S. No. J848.
PARTNERS, LLC, its successors and assigns as shown hereon, and except a// easements for utilitie,,,- and sewers, which are hereby irrevocably 2) 0 Denotes Permanent Reference Monument Found P.L.S, No. J848.
COMMENCING AT THE NORTHEAST CORNER OF LOT 1, BLOCK 9, SELVA MARINA UNIT NO. 5, ACCORDING TO THE PLAT THEREOF dedicated and without reservation dedicated to JEA and the City Of Atlantic Beach), are hereby irrevocably and without reservation dedicated
AS RECORDED IN PLAT BOOK J0, PAGE 29 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY FLORIDA; THENCE SOUTH to the City of Jacksonville, Florida, its successors and assigns end the City of Atlantic Beach, Flor'do, its successors and assigns. All water 3) @ Denotes Set Permanent Control Point
12*16'40" EAST ALONG THE EASTERLY LINE OF SAID LOT 1 AND ITS SOUTHERLY EXTENSION THEREOF, SAID LINE ALSO BEING sewer and re-use water facilities contained within public right of way ore hereby irrevocably and w�thout reservation dedicated to the City of 4) Bearings based on S12'16'40"E for the Westerly Right of Way Line
THE WESTERLY RIGHT OF WAY LINE OF SELVA MARINA DRIVE (A 100 FOOT RIGHT OF WAY), A DISTANCE OF 770.27 FEET TO A t1on tic Beach.
THE POINT OF BEGINNING; THENCE CONTINUE SOUTH 12'16'40" EAST ALONG SAID WESTERLY RIGHT OF WAY LINE, 1,30.00 FEET- of Selva Marine Drive.
THENCE SOUTH 77-4455- WEST 25.00 FEET; THENCE NORTH 12-16'40" WEST J0.00 FEET- THENCE SOUTH 774455" WEST Those easements designated as "JEA-EE" are hereby irrevocably dedicated to JEA, its successors (7nd assigns, for its exclusive use in
92 J1 FEET TO A POIN T OF CUR VA TURE OF A CUR VE CONCA VE NOR THERL Y. 5) All platted easements shown hereon are for the construction,
, THENCE WESTERLY ALONG THE ARC OF SAID conjunction with its underground electrical system. Those easements designated as "JEA-E" are hereby irrevocably dedicated to JEA, its installation, maintenance and operation of drainage structures,
CUR VE, HA VING A RADIUS OF J85 00 FEET AND A CEN TRAL ANGLE OF 4 7'40'Jl", J20 36 FEET AND BEING SUB TENDED 8 Y A successors and assigns, for its non-exclusive use in conjunction with its underground electrical syvtem; provided however, that no parallel utilities, sanitary sewers and cable television service, provided
CHORD BEARING AND DISTANCE OF NORTH 7824'49" WEST, 311.79 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE utilities may be installed within said easements.
CONCAVE SOUTHWESTERLY; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE, HAVING A RADIUS OF 95-00 FEET AND however that said cable television service, shall not interfere
with the facilities and services of any electric, telephone, gas
A CENTRAL ANGLE OF 46*11'28", 76.59 FEET AND BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH Tracts "A", "A-l", "A-2", "B", "B-1" and "C" are hereby retained by the undersigned owner, its successors andlor assigns, provided however, or other public utility. in the event a cable television company
77'40'18" WEST 74.5J FEET TO A POINT OF TANGENCY; THENCE SOUTH 79*1j'58" WEST 80.78 FEET TO A POINT OF the undersigned owner reserves the right to convey title to said tracts to an entity, including without limitation a property owners' association damages the facilities of a public utility, it shall be solely
CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY. THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE, HAVING A or other such entity as will assume all obligation of maintenance and operation thereof under the plat.
RADIUS OF 125.00 FEET AND A CENTRAL ANGLE OF 1,3-09'05", 28.69 FEET AND BEING SUBTENDED BY A CHORD BEARING AND responsible for the damages.
DISTANCE OF SOUTH 72*3925" WEST 28.63 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE NORTHERLY; 6) Certain easements are reserved for JEA for use in conjunction
THENCE WESTERLY ALONG THE ARC OF SAID CURVE, HAVING A RADIUS OF J10.00 FEET AND A CENTRAL ANGLE OF J444'38"', with the underground electrical distribution system.
187.98 FEET AND BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 8J'27'12" WEST 185.12 FEET TO A This is to certify that the undersigned being the mortgagee of the lands described in the
plat for the use and purpose therein described and agree that the mortgage shall be "JEA-E.E." denotes JEA equipment easement. These easements
POINT OF COMPOUND CURVATURE OF A CURVE CONCAVE NORTHEASTERLY- THENCE NORTHWESTERLY ALONG THE ARC OF SAID caption of this rlct, does hereby join in end consent to the dedication of said lands and
CURVE, HAVING A RADIUS OF 470.00 FEET AND A CENTRAL ANGLE OF 2944'16", 212.80 FEET AND BEING SUBTENDED BY A shall remain totally unobstructed by any improvements that may
CHORD BEARING AND DISTANCE OF NORTH 64*18'22" WEST 210.42 FEET- THENCE SOUTH 4J*2722" WEST 18.02 FEET- THEN6E In witness whereof Atlantic Beech Partners, LLC, a Florida Limited subordinated to said dedication.
NORTH 467,32J8" WEST 20.00 FEET- THENCE NORTH 4 2722" EAST Liability Company, has caused these presents to be executed this impede the use and access of said easement by JEA"
NOR THEA S TERL Y- 3' , 17.50 FEET TO A POINT ON A CURVE CONCAVE ----- day 0 f ----------------- 2014.
THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE, HAVING A RADIUS OF 410.00 FEET AND A "JEA-E." denotes JEA easement. JEA will allow certain
CENTRAL ANGLE OF 4'21'26", 31.18 FEET AND BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 442745" COUNTRY CLUB FUNDING, LLC non-permonent improvements which do not impede the use of
WEST J1.17 FEET TO A POINT OF TANGENCY- THENCE NORTH 42-17'02- WEST 221.76 FEET- THENCE SOUTH 41'20'48" WEST said easement by JEA. The installation of fences, hedges, and
79.94 FEET- THENCE SOUTH 80'05'47" WEST 39.51 FEET- THENCE NORTH 56'23'49" WEST 44.74 FEET- THENCE NORTH ATLANTIC BEACH PARTNERS, LLC landscaping is permissible but subject to removal by JEA at the
7J*20'05" WEST 67.99 FEET- THENCE NORTH 09'J54J" EAST 138.57 FEET- THENCE NORTH 24-JJ'36" WEST 31.79 FEET- A Florida Limited Liability Company W1 TNESS expense of each lot owner for the removal and replacement of
THENCE NORTH 10*1757" WEST 25.00 FEET- THENCE SOUTH 79-42-03" WEST 6.46 FEET; THENCE NORTH 10-17'57- WEST such items."
119-51 FEET THENCE NORTH 14'2725" WEST 282.19 FEET- THENCE NORTH 75J2.35" EAST 120.00 FEET- THENCE NORTH PRINT OR TYPE NAME ASHTON HUDSON
8959'56" EAST 51.6J FEET- THENCE NORTH 75-32J5" EAST 120.00 FEET- THENCE SOUTH 14*2725" EAST 279.82 FEET- 7) NOTICE: This plat, as recorded in its graphic form, is the
THENCE SOUTH 10-17'57- EAST 247.52 FEET- THENCE SOUTH 474258" WEST 91.41 FEET- THENCE SOUTH 42*17'02" EAST BYL. AUTHORIZED REPRESENTATIVE official depiction of the subdivided lands described herein
222.87 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE NORTHEASTERLY- THENCE SOUTHEASTERLY ALONG THE ARC COUNTRY CLUB FUNDING, LLC and will in no circumstances be supplanted in authority by
OF SAID CURVE, HAVING A RADIUS OF J50 00 FEET AND A CENTRAL ANGLE OF J6'5J'28", 225 J5 FEET AND BEING James Ricky Wood, President W1 TNESS any other graphic or digital form of the plat, whether
SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 60-4J'46" EAST 221.48 FEET TO A POINT OF COMPOUND The Wood Development Company of Jacksonville graphic or digital. There may be additional restrictions that
CURVA TURE OF A CURVE CONCA VE NORTHERL Y' THENCE EASTERL Y ALONG THE ARC OF SAID CURVE, HA VING A RADIUS OF Managing Member are not recorded on this plat that may be found in the public
250.00 FEET AND A CENTRAL ANGLE OF J444J8", 151.60 FEET AND BEING SUBTENDED BY A CHORD BEARING AND DISTANCE PRINT OR TYPE NAME records of Duval County, Florida.
OF NORTH 83-27'12- EAST 149.29 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY- Witness: 8) The lakes and top of bank shown hereon depicts a graphic
THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE, HAVING A RADIUS OF 185 FEET AND A CENTRAL ANGLE OF
IJ'09'05", 42.46 FEET AND BEING SUBTENDED BY A CHORD BPARING AND DISTANCE OF NORTH 72-.3,925" EAST, 42.37 FEET representation of the proposed lakes, and does not represent
TO A POINT OF TANGENCY- THENCE NORTH 79*13'58" EAST, 80.78 FEET- THENCE NORTH 10*46'02- WEST 10.00 FEET TO A (Signature) STATE OF FLORIDA an actual "As-Built" condition.
POINT ON A CURVE CONCAVE SOUTHWESTERLY.
, THENCE SOUTNEASTERLY ALONG THE ARC OF SAID CURVE, HAVING A RADIUS
OF 165.00 FEET AND A CENTRAL ANGLE OF 46*71'28", 1JJ.02 FEET AND BEING SUBTENDED BY A CHORD BEARING AND COUNTY OF DUVAL 9) Lots fronting on two (2) streets must have vehicular access
DISTANCE OF SOUTH 77'40'18- EAST 129.45 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE (Print name) from one (1) street only.
NORTHEASTERLY- THENCE SOUTHEASTERLY ALONG THE ARC 0/- SAID CURVE, HAVING A RADIUS OF 515.00 FEET AND A The foregoing instrument was acknowledged before me this -----
CENTRAL ANGLE OF 47740'31", 262.11 FEET AND BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 78*2449" day of----------- 2014 by Ashton Hudson as Authorized 10) Current law provides that no construction, filling, removal of
EAST 254.61 FEET TO A POINT OF TANGENCY- THENCE NORTH 774455" EAST 92.28 FEET- THENCE NORTH 12'16'40" WEST Witness: Representative of Country Club Funding, LLC. He is personally known earth, cutting of trees or other plants shall take place
30.00 FEET- THENCE NORTH 774455" EAST 25.00 FEET TO THE POINT OF BEGINNING. to me or has produced a driver's license as identification. waterward of the jurisdictional wetland lines as depicted on this
plat without the written approval of Duval County and other
SAID LANDS CONTAIN 5.9444 ACRES, MORE OR LESS (Signature) regulatory agencies with jurisdiction over such wetlands. It is
Notary Public State of Florida the responsibility of the lot owner, his agent and the entity
performing any activity within the wetland area to acquire the
(Prin t n am e) necessary written approvals prior to the beginning of any work.
CITY OF ATLANTIC BEACH APPROVAL Name: This wetland jurisdictional line and upland buffer may be
This is to certify ti.,ct vi�;s plot ho_s _b'�C!7 M superseded and redefined from time to time by the appropriate
Commission of Atlantic Beacn, -Y Comrn;spion Exp"r-s. governmental agencies.
STATE OF FLORIDA My Commission Number is:
11) The easements shown hereon and designated as unobstructed
COUNTY OF DUVAL easements shall remain totally unobstructed by any permanent
BY---------------- BY---------------- improvements which may impede the use of said easement by
The foregoing instrument was acknowledged before me ihis ----- the City of Jacksonville. The construction of driveways and the
Mayor Clerk day of ------- 2014 by James Ricky Wood, President of The Wood installation of fences, hedges and landscaping is permissible
Dote: ------------ Dote: Development Company of Jacksonville as Managing Member of Atlantic This is to certify that the undersigned being the mortgagee of the lands described in the but subject to removal by the City at the expense of each lot
------------ Beach Partners, LLC, a Florida Limited Liability Company, on behalf of caption of this clat, does hereby join in and consent to the dedication of said lands and owner for the removal andlor replacement of such items.
the corporation. He is personally known to me or has produced a plat for the use and purpose therein described and agree that the mortgage shall be
driver's license as identification. subordinated to 5aid dedication. 12) All lot lines that intersect curves are non-rodial, unless
APPROVED FOR THE RECORD Notary Public State of Florida otherwise noted.
This is to certify that this plat has been examined, ocQepted and approved by the City
of Jacksonville, Duval County, Florida, pursuant to Chapter 654, Ordinance Code. Name: TOLL BROS., INC. 1J) (20,00') Denotes distance to comer of easement andlor buffer.
My Commission Expires: WITNESS
BY---------------- My Commission Number is:
Joey V. Duncan, P.E. PRINT OR TYPE NAME GREG NETRO
Director of Public Works DIVISION PRESIDENT
Date: ------------ TOLL BROS., INC.
In witness whereof the City of Jacksonville, a Florida Municipal Corporation, VICINITY MAP
has caused these presents to be executed this ----- day of W1 TNESS
CL ERKS CER TIFI CA TE --------------- 2014. RD
This is to certify that this plat has been examined and approved by the City of PRINT OR TYPE NAME 17N RD
Jacksonville, Duvcl County, Florida, and submitted to me for recording and is recorded CAD DUNN A W..
in Plot Book ------ - Pages A
------------ of the current Public Records of CITY OF JACKSONVILLE BUSCH AD
Duval County, Florida, this ----- day of ------------- 2014. DMR
A Florida Municipal Corporation ST
BLZ- -UVJ- 05
STATE OF FLORIDA
SOO auft T
BY---------------- B COUNTY OF DUVAL
Jim E. Fuller B)---------------- Attest 84. 4 PRITCH 17
The foregoing instrument was acknowledged before me this ----- FMT
Clerk of the Circuit Court Deputy Clerk CAROU E RO
A I vin Bro wn Neill W. McArthur, Jr. day of----------- 2014 by Greg Netro as Division President of Toll '0
Mayor Corporation Secretary Bros., Inc., on behalf of the corporation. He is personally known to 95
me or has produced a driver's license as identification. P A"
PLAT CONFORMITY REVIEW SITE
go OWMA
This Plat has been reviewed and found in compliance with Part 1, Chapter 177, Florida Signed ond Sealed in Our Presence:
Statutes, this ---- day of ------------- 2014. Notary Public State of Florida J1..."M
BL
H_
A.,V U
W. Monroe Hazen, P. L. S. (Signature) Name:
(Signature)
Professional Land Surveyor Number 3398 My Commission Expires: EXPRESSWAY
10&d ST
(Print name) (Print name) My Commission Number is: 95
(CORPORA TION SEAL)
N-I
SURVEYOR'S CERTIFICATE 21 AIr St,m SUNBEAM Jacksonville
This is to certify that the above plot is a true and correct representation of the lands STATE OF FLORIDA
DUVAL CO 13 SCALE OF MILES
surveyed, platted and described above, that the survey was mode under the undersigned's COUNTY OF DUVAL CLAY CO O%r 17
responsible direction and supervision, that the survey data complies with all of the Y�N I
requirements of the Florida Statute Chapter 177, that Permanent Reference Monuments, The fore oing instrument was acknowledged before me this ----- KINGSUEY TO
Permanent Control Points and lot corners have been monumented in accordance with day a f 9 ___ 2014 by Alvin Brown end Neill W McArthur, Jr., the We�) ESMizj L)or, r ST AUGUSTW
Chapter 177.091 F. S., Chapter 5J-17 F. A. C. and Section 654.170 Ordinance Code Mayor and Corporation Secretary, respectively, each on behalf of the 14W, churd! Skrec�"" U`1-0
of the City of Jacksonville. City of Jacksonville, a Florida municipal corporation, who are 5a�ksomfilt,F� 32202
personally known to me.
Signed and Sealed this ------ day 0 f -------------- 2014. PREPARED BY:
RICHARD A. MILLER & ASSOCIA 7ES, INC.
Notary Public State of Florida PROFESSIONAL LAND SURVEYORS
William J. Melrose Name: 6701 BEACH BLVD., SUITE #200
JACKSONVILLE, FLORIDA J2216
FAX (904) 721-5758
Florida Registered Land Surveyor My Commission Expires: 7ELEPHONE (904) 721-1226
and Mapper Certificate No. 5843
L.B. No. 5189 My Commission Number is: PSD NO,
CITY DEVELOPMENT NO. 0000.000
ATLANTIC BEACH COUNTRY CLUB UNIT I
Being a portion Section 8, Section 16 and Section 17, Township 2 South, Range 29 East, Duval County, Florida PLA T BOOK PAGE
SHEET 2 OF J SHEETS
7- r- - - - - - - --r
1F_ _ _�_SEL_VA_L/N-K S-0 E-U_N1 T-2- - - - - - - - - - - - - - - - 174- - - - - - 7
P.B. 47, PG. 85-85B 161
175
160
N10*1757"W
TRACT "A-l' TRACT 'B-1' 176
(LANDSCAPEIUM177ES) (LANDSCAPEIIURLIRES) lk9 0. 25.00' 159 1 k L------------------
N10'17157-W
0
> 119.51, 1__N14*2725"W_282.19'
177
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158 157 156
5 4,
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P424 155 152 _T
31.79 GRAPHIC SCALE IN FEZ
.N) >
0_ rq 1'�- 100,
N12-16'40"W N) __N12*16'40"W 3?', -__1 ____ I [------
CA=4*21'26"
J0.00'
30.00' R=4 10.00' ATLANTIC BEACH DRIVE N895956"E
1 577 44 55 W ct, 51.6J'l
TRACT "A L=J1.18' rl
7R 1B --------
1 25.00' (SIGNA GE) GNA GE) N77*4455"E C8=N44*2745"W ------ -----
0 01 01�
49.99' 50.01' 25.00 2 X 20'
r CA=89*58 0'25' 14.99 CH=Jl.17 A T&T TRA T 2
N
rl
161-
160
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9.51
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991 ol�
R=25.00' S1276'40"E CA=qooj1j5" (SEE T C 4: 5 6 7 8 Na 9 10
J OF 3)
L=39.26' ljo.00' R=25.00' P
C8=N57*15'5J"W L=39.28' \--POINT OF CA=29'44'16 Q,
CH=J5.,35' CB=N3244'07"E LO i
CH=J5_36' BEGINNING R=410.00' 3P.,kn
SELVA MARINA DRIVE - 100, /?/W L=212.80' rq
S107757-E 247
L - - - - - - - - - - - - - - - - I - - - - - - - - - - - - CB=N64*18'22"
S 14*2725" E 279.82'
DETAIL 1 "=50' CH=210.42'
CA 36*5J'28"
R=350.00'
L=225.J5'
CB=S60-4J46"E
CH=221.48'
CA=J4*44'38" I
R=J10.00'
L=187 98' CA=J4*44J8"
R=250.00'
CB=S8J*27'12"W
CH=185.12' L=151.60'
CB=N8X27'12"E
CA=1J'09 05
CH=149.29'
R=125.00' 0 1
L=28.69' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -j
CB=S72*J9'25"W CA=1J*09'05" SEE DETAIL SHEET 3 OF 3
CH=28.6J'
12 R=185.00'
0 Z: L=42.46**
p -4 CB=N72-3925"E
CA=46'11'28" CH=42.37'
R=95.00 CURVE TABLE
L=76.59' Z� CURVE LENGTH RADIUS BEARING CHORD DELTA TANGENT
C8=N77*40'18"W N10*46'02"W C; C300 84.65' 105.00' N77*40'18"W 82.J8' 46*11'28" 44.78'
CH=74.5J' 10.00, C301 30.99' 135,00' N72*39'25"W 30.22' 13*09'05" 15.56'
_�_3_02 181.92' 300.00' S8327'1 2"W 179:4 34*44'38" 93.85'
_'1303 257.55' 400.00' N60*43'46"W 253.12' 36*53'28" 13ZA2L]
CA=46*11'28" I C304 124.96' 155.00' N46'11'28"W 1 121.60' 1 46"11'28" 1 66.10'
CA=47*401jill R=165.00'
R=J75.00'
L=312.OJ' L=1JJ.02'
CB=N78'24'49"W CB=S77*40'18"E
11,
CA=47'40',31',cH CH=129.45'
SEL VA "A RINA UNIT NO. 4 R=J85.00' CO
L=320.36'
P-B. 30, PG. 28 CB=N78*2449" CA=47*40'31"
CH=Jl 1.19'
B L 0 C K R=315.00'
L=262.11' SEL VA MARINA UNIT NO, 5
CB=S78*2449"E
10 11 72 CH=254.61' P-B. 30, PC. 29
CA=47740'J1" L 0 C K
F_ R=325,00'
L=2724J'
C8=S78*2449"E
CH=2,52.70' 2
N12*16'40"W �2 K I A
N�) 0 4
5
J0.00' N12-16'40-W
13Z J0.00,
S77'44'55"W N77*4455"'E 'A
25.00' 61 Estate
25.00' 21 w. Church �Ztreet,cr.6 PREPARED BY:
Jacksonville RICHARD A. MILLER & ASSOCIA7ES, INC.
S1716'40"E 32202 PROFESSIONAL LAND SURVEYORS
U0.001 S12'16'40"E 770.27' 6701 BEACH BLVD., SUITE f2OO
L JACKSONOLLE, FLORIDA 32216
FAX (904) 721-5758
SEE DETAIL ABOVE -POINT OF SEL VA MA RINA DRI VE - 10 0 RIW POINT OF TELEPHONE (904) 721-1226
BEGINNING COMMENCEMENT PSD NO.
CITY DEVELOPMENT NO. 0000.000
A TLA N TIC BEA CH COUN TR Y CL UB UNI T I
Being c7 portion Section 8, Section 16 cnd Section 17, Township 2 South, Ronge 29 East, Duvol County, Florido PLAT BOOK PAGE
SHEE T J OF J SHEETS
174
161
175
SEL VA L INI�SIDE- UNIT 2 160
"S. P19 115-,,51,
176
I - - - - - - - - - - - - - - - - - - -
%Qi 159
43 C� N1 0-1 7'57"W
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CIO Z. V4-Z4-.3'3 N 10-1 7'57m#W
.14 177 119-51'
N1-4*-T7"25"-W- -292.Tg"-
co I tll�b' 91.62' 27*8G-"�7-32
.19' 70.00' 90.00' 111111 1 90.00,
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P CA 15J 0 -'j
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Cn 01 157 CT1 '25"E
LPI N) 156 S1 4*27 S1 4*27'25"E
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GI?APHIC SCAZE //V fFET C� 6 C; 90.00' 9U.UU r1i
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(LANDSCAPE) 6 0 155 52 . .
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C" �9�0�)o 40' ACCESS, UTILITY
R=32.5' 00 J.E.A.-E 20' 20' r-& DRAINAGE EASEMENT
C)
20.21'r -/Z57-0.0-O' 90,00' 1 90.00' Z.5',I.E.A.-E
Cl
N 21.E S 14*27'25" E 270.21'
56 C13 U') in -U)
N C14
S1 0*171
7�"E
10'x 20' C7 C 4�� S 14*27'25" E 0)
J.E.A.-EE C9 21-65' 263.76' .40
C8 Q3 ATLANTIC BEACH DRIVE N
(50' RIGHT OF WAY) dco
tCA9- C20 21-65' C5 S 14*27'25" E 257.32' C\/
7.5' J.E.A.-E - - 20.01 12.32' 65.00' -70 00' 1 1 55.00' 55.00'
--I-- - L
o\ 1.64' - - - - - -�-71 -JE.A�E,
10'x 20
\-10, x 10,
J.E.A.-EE J.E.A.-EE
7RACT "A-1"
(LANDSCAPEATILIRES)
(D
41: 2 z
N) z z z z
1j -Ij --j --j
CTI 10
C' 4 C� 5 i� C� L� 7 i:� 8 L4 9 N)
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C'4 0 C4 C) C4 0 LA 0 CA 0
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1-6 rTi 1-6 1-6
AT&T TRACT--
CA=29*44'16" (SEE DETAIL) 65.00' 70.00'
R=410.00' S 10-17157tv E 70.-)0' 42-52' 3 4.8 2' 1 65.00' 1 70.00' 1 55.00' 1 55.00' 1
L=212.80' 247-52P
CB=N64'18'22"W S 14*27'25" E 279.82'
CH=210.42' CA=4*21'26"
R=410.00'
txb
CA-34'44J8 L=J1.18'
CB=N442745"W
R=J10.00' co
CH=Jl. 17'
L=18Z 98'
CA=J6*5J28"
CB=S8J*27'12"W
CH=185.12' R=J50.00' DETAIL
L=225.J5' 1"--20' CURVE TABLE CURVE TABLE
CB=560*4J'46"E CURVE LENGTH RADIUS BEARING CHORD DELTA TANGENT CURVE LENGTH RADIUS BEARING CHORD DELTA TANGENT
CH=221.48' C1 20.24' 100.00' N48*04'56"W 20.21' 11'35'48" 10.15' C18 22.62' 75.00' NO01 4'1 5"W 22.53' 1716'48" 11.40'
C2 34.45' 100.00' S89'34'16"W 34.28' 19*44'25" 17.40' C19 44.72' 75.00' N25*57'35"W 44.06' 34*09'51 23.05'
C3 86.45' 1 75.00' S03*51'12"W 85.57' 28'18'16" 44.13' C20 5.23' 200.00' N10'26'16"E 5.23' 1*29'59" 2.62'
C4 56.99' 325.00' N80*34'00"E 56.92' 10*02'50" 28.57' C21 69.77' 200.00' N0O*1 8'20"W 69.41' 19'59'13" 35.24'
R=400.00' A#16 -05 36.28' 1500.00' N1 2*22'41"W 36.28' 4*09'29" 18.15' C22 15.73' 25.00' N42*25'51"W 15.47' 36*02'30 8.13
L=25Z55' 10- C6 75.00' 200.00' SOO'26'39"W 74,56' 21*29'12" 37.95' C23 �_�73' 75.00 S57*09'24"E 81.14' 65-29'36" 48,24
C8=S60'4J'46"E C7 23.66' C24 1 2734' 75.00 N79*39'1 5"E 27.19' 20-53'05" 13.82'
25.00' S1 5'55'37"E 22.79' 54*13'45" 12.80' 1
CH=25,3.12' kP C8 67.34' -175.00' N17*19'11"W 65.10' 51*26'39" 36.13'
3?1 7RACT "A-2" C9 22.12' 25.00' S1 6*56'27"E 21.40' 50'41'10" 11.84'
(A T&T TRACT) C10
32.66' 450.00' N12'22'41"W 32.65' 4*09'29" 16.34'
Cp '46'1 3"W 44,49' 17*03'27" 22.49'
C11 44.66' 150.00' N01
C12 30.39' 25.00' N41'34'52"E 28.55' 69*38'45" 17.39'
CA=34'44J8" C13 50.95' -115.00' S56'56'33"W 49.98' 38*55'23" 26.50'
R=300.00' C14 22.03' 25.00' N62*43'48"E 21.33' 50*29'52" 11.79'
L=181.92' CA=2'48'48"
C6=S8J*27'12"W R=407.50' C15 18,06' 125.00' S83*50'24"W 18.04' 8'16'40" 9.05'
CH=179�14'1 L=20.01' C16 29.89' 25.00' S76'32'09"E 28.14' 68*30'15" 17.02' 1
CB=S5624'J1"W -'5.00' 1 S67'35'56"E 1102.66' 1 86'22'41" 70.40'
c17 113.07'
co CH=20,01'
C�) 0-�
CA=J444J8"
�N v- 00
R=250.0
< L=151.60 Real Estate Servicd
CB=N8J*27'12"E 21 W. Church Street,CCO
JacksonviRe, FL 32207- PREPARED BY.-
CH=149.29' RICHARD A. A41LLER & ASSOCIA 7ES, INC.
Art PROFESSIONAL LAND SURVEYORS
6701 BEACH BLVD., SUITE #200
JACKSONVILLE, FLORIDA 32216
FAX (904) 721-5758
TELEPHONE (904) 721-1226
-r'EE SHEET 2 OF 3 FOR CONTINUATION PSD NO.
L CITY DEVELOPMENT NO. 0000.000