329-331 Ahern Street Plat Pages�: II II II II:
A Replat of Lots 2, 4, 6, E
Atlantic Beach, as Recorded in ]
the City of Jacksonville,
CAPTION
LOTS 2, 4, 6, 8, 10 AND 12, BLOCK 2, PLAT NO. 1 SUBDIVISION "A" ATLANTIC
BEACH, AS RECORDED IN PLAT BOOK 5, PAGE 69 OF THE CURRENT PUBLIC
RECORDS OF DUVAL COUNTY, FLORIDA.
General Notes
1. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY RIGHT OF WAY
OF AHERN STREET AS S83'21'50"W, PER STATE PLANE COORDINTATE
SYSTEM, FLORIDA EAST ZONE (NAD 1983 1990 NGS ADJUSTMENTS.)
N 2164747.162 DENOTES COORDINATES REFERENCED DATUM FLORIDA EAST
E 524347.552j ZONE NAD 1983/1990 NGS ADJUSTMENT.
2. THIS DRAWING MAY HAVE BEEN ENLARGED OR REDUCED FROM THE ORIGINAL.
UTILIZE THE GRAPHIC SCALE AS SHOWN.
3. NOTICE: THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM, IS THE
OFFICIAL DEPICTION OF THE SUBDIVIDED LANDS DESCRIBED HEREIN AND
WILL IN NO CIRCUMSTANCES BE SUPPLANTED IN AUTHORITY BY ANY
OTHER GRAPHIC OR DIGITAL FORM OF THE PLAT. THERE MAY BE
RESTRICTIONS THAT ARE NOT RECORDED ON THIS PLAT THAT
MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY.
(FLORIDA STATUTE 177.091)
4. THE LANDS SHOWN HEREON LIE WITHIN FLOOD ZONE "X" (UNSHADED.
AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE
FLOODPLAIN) AS SHOWN ON FLOOD INSURANCE RATE MAP 0409H,
COMMUNITY NUMBER 120075, DATED JUNE 3, 2013. HOWEVER, FLOOD
INSURANCE RATE MAPS ARE SUBJECT TO CHANGE.
5. ALL PLATTED UTILITY EASEMENTS SHALL ALSO BE EASEMENTS FOR THE
CONSTRUCTION, INSTALLATION, MAINTENANCE, AND OPERATION OF CABLE
TELEVISION SERVICES; PROVIDED HOWEVER, NO SUCH CONSTRUCTION,
INSTALLATION, MAINTENANCE, AND OPERATION OF CABLE TELEVISION
SERVICES SHALL INTERFERE WITH THE FACILITIES AND SERVICES OF AN
ELECTRIC, TELEPHONE, GAS, OR OTHER PUBLIC UTILITY.
6. 'JEA-E.E.' DENOTES JEA EQUIPMENT EASEMENT. THESE
EASEMENTS SHALL REMAIN TOTALLY UNOBSTRUCTED BY ANY
IMPROVEMENTS THAT MAY IMPEDE THE USE AND ACCESS OF
SAID EASEMENT BY JEA.
7. CERTAIN EASEMENTS ARE RESERVED FOR JEA FOR USE IN CONJUNCTION
WITH THE UNDERGROUND DISTRIBUTION SYSTEM.
8. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT ON THIS PLAT
THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY.
9. OVERALL SITE ACREAGE = 0.89 ACRES±
10 and 12, Block 2, Plat No. 1 Subdivision "A"
lat Book 5, Page 69 of the Current Public Records of
City of Atlantic Beach, Duval County, Florida.
ADOPTION AND DEDICATION
THIS IS TO CERTIFY THAT AHERN TH PROJECT LLC, A LIMITED LIABILITY
COMPANY UNDER THE LAWS OF THE STATE OF FLORIDA, HEREINAFTER REFERRED
TO AS THE "OWNER", IS THE LAWFUL OWNER OF THE LANDS DESCRIBED IN THE
CAPTION HEREON KNOWN AS AHERN TOWNHOMES, HAVING CAUSED THE SAME TO
BE SURVEYED AND SUBDIVIDED. THIS PLAT BEING, MADE IN ACCORDANCE WITH
SAID SURVEY IS HEREBY ADOPTED AS A TRUE AND CORRECT PLAT OF SAID
LANDS. NO PART OF SAID LANDS IS DEDICATED TO THE CITY OF ATLANTIC
BEACH, STATE OF FLORIDA, OR TO THE PUBLIC.
ALL EASEMENTS DESIGNATED AS "JEA-E." ARE HEREBY IRREVOCABLY
DEDICATED TO JEA, ITS SUCCESSORS AND ASSIGNS, FOR ITS NON-EXCLUSIVE USE
IN CONJUNCTION WITH ITS UNDERGROUND ELECTRICAL SYSTEM; PROVIDED
HOWEVER, THAT NO PARALLEL UTILITIES MAY BE INSTALLED WITHIN SAID
EASEMENTS.
ALL EASEMENTS DESIGNATED ON THIS PLAT AS "JEA-E.E." ARE HEREBY
IRREVOCABLY DEDICATED TO JEA, ITS SUCCESSORS AND ASSIGNS, FOR ITS
EXCLUSIVE USE IN CONJUNCTION WITH ITS UNDERGROUND ELECTRICAL SYSTEM.
ALL EASEMENTS DESIGNATED ON THIS PLAT AS, ACCESS & DRAINAGE
EASEMENT AND UTILITY EASEMENT, ARE AND SHALL REMAIN PRIVATELY OWNED
AND THE SOLE AND EXCLUSIVE PROPERTY OF THE RESPECTIVE OWNER THEREOF,
AND ITS SUCCESSORS AND ASSIGNS AND GRANTEES OF SAID EASEMENTS.
IN WITNESS THEREOF, THE UNDERSIGNED OWNER HAS EXECUTED THIS PLAT ON
THIS _- DAY OF _ 2017
AHERN TH PROJECT, LLC. A FLORIDA LIMITED LIABILITY COMPANY
WITNESS:
PRINT NAME:
WITNESS: JEFF MILLER
MANAGING MEMBER
PRINT NAME:
y
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY
OF . 2017, BY JEFF MILLER, MANAGING MEMBER OF AHERN TH PROJECT,
LLC, A FLORIDA LIMITED LIABILITY COMPANY UNDER THE LAWS OF THE STATE OF
FLORIDA, ON BEHALF OF THE COMPANY. HE IS .PERSONALLY KNOWN TO ME.
NOTARY PUBLIC MY COMMISSION EXPIRES:
STATE OF FLORIDA AT LARGE SERIAL NO.
PRINT NAME:
THIS IS TO CERTIFY THAT THE ABOVE PLAT IS A TRUE AND CORRECT REPRESENTATION
OF THE LANDS SURVEYED, PLATTED AND DESCRIBED ABOVE, THAT THE SURVEY WAS
MADE UNDER THE UNDERSIGNED'S RESPONSIBLE DIRECTION AND SUPERVISION, THAT THE
SURVEY DATA COMPLIES WITH ALL REQUIREMENTS OF FLORIDA STATUTES CHAPTER 177,
THAT THE PERMANENT REFERENCE MONUMENTS HAVE BEEN PLACED ACCORDING TO THE
LAWS OF THE STATE OF FLORIDA AND THE CURRENT REGULATIONS OF THE CITY OF
JACKSONVILLE.
SIGNED THE DAY OF , 2017.
GREGORY B. CLARY
REGISTERED LAND SURVEYOR NO. 3377
[%A
i
SHEET 1 OF 2 SHEETS
SEE SHEET 2 FOR LEGEND
CITY OF ATLANTIC BEACH APPROVAL
THIS IS TO CERTIFY THAT THIS PLAT OF AHERN TOWNHOMES HAS BEEN
EXAMINED AND APPROVED BY THE CITY COMMISSION OF ATLANTIC BEACH
THIS DAY OF . 2017.
MAYOR
CLERK
CLERK'S maximoN
THIS IS TO CERTIFY THAT THIS PLAT OF AHERN TOWNHOMES HAS BEEN
EXAMINED AND APPROVED AND THAT IT COMPLIES IN FORM WITH THE
REQUIREMENTS OF CHAPTER 177, FLORIDA STATUTES, AND SUBMITTED
TO ME FOR RECORDING AND IS RECORDED IN PLAT BOOK
PAGES OF THE CURRENT PUBLIC RECORDS OF DUVAL
IS
COUNTY, FLORIDA ON THDAY OF 2017.
RONNIE FUSSELL
CLERK OF CIRCUIT COURT DEPUTY CLERK
APPROVED FOR THE RECORD
THIS IS TO CERTIFY THAT THE ABOVE PLAT HAS BEEN EXAMINED, ACCEPTED
AND APPROVED BY THE CITY OF ATLANTIC BEACH, DUVAL COUNTY, FLORIDA,
PURSUANT TO CHAPTER 654, OF THE ORDINANCE CODE.
BY
SCOTT WILLIAMS, P.E.
DIRECTOR OF PUBLIC WORKS
PLAT CONFORMITY REVIEW
THIS PLAT HAS BEEN REVIEWED AND FOUND IN COMPLIANCE WITH PART 1,
CHAPTER 177, FLORIDA STATUTES, THIS DAY OF . 2017.
W. MONROE HAZEN, P.L.S.
PROFESSIONAL LAND SURVEYOR NUMBER
Clary,ssociates
PROFESSIONAL SURVEYORS & MAPPERS
L8 NO. 3731
3830 CROWN POINT ROAD
JACKSONVILLE, FLORIDA 32257
(904) 260-2703
WWW.CLARYASSOC.COM
113
ILII II IIS
A Replat of Lots 2, 4, 6, 10 and 12, Block 2, Plat No. 1 Subdivision "A"
Atlantic Beach, as Recorded in Plat Book 5, Page 69 of the Current Public Records
the City of Jacksonville, City of Atlantic Beach, Duval County, Florida.
PAGE
SHEET 2 OF 2 SHEETS
SEE SHEET 1 FOR GENERAL NOTES
of THERE ARE 12 LOTS ON THIS PLAT
T NC I I
SED VI SIC�NE
UACI-I
I �
ATI-- gL0ICK 2 r
3
G 69 5 ; . ''15.45':• SET 44 C
.M.
P CLARY REF
,:,.,.:..;................ L99%7 .........: 5:55:.. .: ......8 2.0' S
.....
9 0 ..........'.'.'.'.'.'..55:55 '.'.'.'.'.'.'.'.'.'.'.'.'.'.'. cin c
•
75.5, ... ................ r-...................... y..'.:•,•,•,•,•.
11.10 y .� . 4:00 JEA-E.E: ' ' & pRAINAGE z �.......' ' .0 36......... :....... .
I ......... �.... r. ..
' 50"E 0,.. na ,1 r ,:: , ACCES T ............ -i .'.".' w
%183 21 65.9 ............. 010.00. , ' J' ' _E: 1 ..... E SEMEN ............ z' ............... w cA
:1.'.. '.'.'. n� ' 1Q . EA...... , ..'. oo .' .... J.'.... .. ... , ..... �j'.'. �'........ O
\'.'.. ............. + 10'y?"�.'... C........ ............. .. ,L'3q'.'.'.. YL156 oz ......... O
.47p
..... C . '.'. 5.2 o L ao L90' .1 (,W
........ zL175 L176_� cc .... oa1-� .� L154 , ....... o�
14...... N..1.1.1.1.'.'.' ................ L48'.'.... rn� �' •1-212
........ }............fir_ ...... SS '&' i*AINA6E :.:.:.:.:.:.:.:.:.:.:.:.:.'. .:.:.;.:.:.:.:.;.:...r..... w o, 1-108 �� �',L178.. a' rj w Og
C............Z .. EgSEMENT ..... ' z'.'.' .............. ' � 1-68 L2 7 o L ;, . ' ' ' ' ' w��. .........' ' m
--� .'.'.'.'.'.'.'.'.'.'.'.'.1-46..... �\\ oaL2�a' r' 1-109 ' o..' .:.......:...' rn ......' w VVV W ® v�.:.', . ......... !�
.0 L2 ... ,r f �' o. l ��_......... J...:.L132� 3,200 S.F. w
z ...... �r 1-4 co .� �., .�'.'. I' rn. r / 1-92 �o �.cn .. . .
,% 1-21 \ w \- o��� 1-66 o o J °Di/� o ! C� I ....:. I o `°'• cni•.'
-1 \ L2S L 1-201 f 1-202.'.. p; �. a: .. v 3,200 S.F. L112 r.'.;. ;..r��o 152
v -� o. ,... w o co w• 0 174 m
cn' cn r' 4 rn �D r�oyw..:. j 55 N ..... o
Z `„ , , , , ' °' cD j. o . w ', L114 21'50"E 58. S�.... 1�
r Ur, .. �, . ' �"' a' ..... a3. m
.1.1.1.1.'.' �..'.'.'.'. �� �..... 1-44. 3,602 S.F. cr n ,. co o,C w N
1-6' `ch n , .1.1.1.1..' z
W a ....... C\r� r 1 ro C' �'N..'.'.'.'.' 21'50"E 58.5 Z' r, , 2 r�r�%.
yro �� y.'. r .� U' 84 N . , .... N83' o �► � ` w .'.' z ' ... .
.+ C' ....'. �0 3,306 S.F �L,25 cn 'r ... n . o _ L �'. 4 a, a'•;jr w 1 1 UU oo y.... .
O� :.....'.'.o..�..OD
:....... ....,..�'.m .{'� '...,...'.,...,. ��, jr ' �'.jo 3,217 S.F.
1-86 �oa".'.'. .m°......,..
t j ... 1\0
1-27 °N' 1', . .... 1483'21' So"E 65.90 j • 6�1r �\ j P.. oo°. o o ' I �a , .. , , ,
... �..... y_ .........'.' �/ W S �116� .�oo�'r '`L172 9 6'
m I... 8 j `... ,j .z.......... 0) 0 3,217 S.F. '� o C • j� 170004
cn " 0.47 0 '....' r r"'....' D ��.'.'.'.'.'. '.', . .
�' '.. _ 1483'21'50 E 6 oo r� cn �.:' m L 8 1483'21'50"E 64.75
oo..... r 1 O ,. zo'. A'.'.'.'.' cn o j o .1.1.1.1.' 11 L"•+
'.'.'at°Na,..p..'.� w, ;.:.,.:...'j'.'. 'C'.m':.............:. r- ;�.. �,:.:. L149� •�••�•�•••.'� '.'.'..
°'� rn. ;N� 3,208 S.F. o (.'.; j.N.... 8 "E 64.75' ,'' ".'.'
ca j r 2 '\ �-' 84 r� ..... �.;.. 9. 9 1483'21 50 96.'. \rn �, `° . o'." o .....
1 4 ....�;..,...:..'..,.,.......j� N 3,200 S.F. L2g�wo -o� . m�'.....'\,f�=� -L .C..'.'.' : .Z.Z :T :.,. ......' ... ' ' ' ' 1 jo 1 �+ o �r� w ..'
�. ... w m 182 " o.j'.'. w -t o ,o I r�".'.'.'.'.'..'. Z ..'.'."� j j 1-1 8 �aa ;�..'. Co ' ..' tr9
..... . �..... E 70 rn 0 . C) o A ...... ..... � 3,201 S.F. o O
;` , ,:...... o �.'. L 1483'21 50 64 o. .w ►_.• �r s'7 0 .,...,..
---•tel 1-31 Z ..r o �.C.... o o �� `°��•.'...... o
00 1-8 `-:.'.. { .. rn' a o cn• ^' 3,201 S.F. �l r
p'.'.'.'......'I'I . '.'. " a .'.'. 60 �, o.C.... oo.'....... 1-164
....'.. 7... 1483'21'50 E 65. J s.. G 0 �'.'.....'.....:.,.: o :........� j� `L165� 1-162
�+ \'
6 1-52, , r.. of 1-121 �. . . . . . . .•.•. �•. 1-211'•'•' 1-166 �L163
.i.......,.�o N 3,199 S.F. or L127 1-124 1-210 1-144
.'4�... .... r a� y.'.. ' z.. t.'.' j 5 1-122
p r o ..... '.cri+i r. ,.i' o 1-121-123 cpi+ \ 1-146.... r'r . ; ...... i.
�� • e; ' L72� cn d'.'.'. w r
j.'.'.'.'.'.'.i �"' 3 1-32 o r �,, .... �� 1-80 L76 L �� WL203' '.1-204 L126 X100 9� . 1-183 . - 1-182:.;. N �. o (n
z .'.' ......j 3,214 S.F. �.. L79 .-`�75 L74 61 23 \1-101 ....'.'..'.'.1- 8....:. BcD.E....,�j\� '.' �. �.E.....:.:..m�ca`j.' 9.25..
W o ...�..'..� r co L (�L77•L 5; 02 ................. �'... A. o 0o p.& .......
O �... W..:.: 17 jw�. 1-200. .. 78-�\� L• 1-177'. 1-188 .. . .. q.&D.E; .
pm'.'.'. O ' j°.'.. _L36 \ �,�.'L56. �'� 1-189 .. ... .. o 'tom'... , .. ;.'.
L40� 1-35 1-34 P �,-?-=y.'.'..'L54;.,. I. L' r,....�.r.:,. cn 13.15
1-38 31-13 r t°y .... L58'.'.'."A &D.E .'.'.'.'.'.'.'r �w '•'.' ' L "- �°�°�®i rn-7.5' JEA-E:. .13.02 #
C�. v'-..'.' L194 j .......... .- , ...T :- n r J 'o:.:.:q A.
D.E. , : 35.75' 299.77 N 2178535.014
�• 1 E 530884.688
:Z.. ?.'.'. 1-11 . q.&D• _ o�b co -:171.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1 10.77 9.25
r15 r
r cn j •_, w. jN.........
�'-........ rn�...........'.q.&D.E. . .' `��o'� o o .'.............. '.'.,.. •35.75'...
........ {,v, 'r�'"' ;J O :.. AIL 'A
E... .. • ' 20.4 SEE OET 1
• • • • •;-,-• �' JEA
SET 4"x4" C.M. o. l-00.... .7.5 p E EI
"CLARY REF" 56'. 35.75 S83.21
3.0' N 9.7T 13. A H E R N TREET A 40'
N'LY RAW LINE
LINE TABLE
LINE
LENGTH
BEARING
Ll
35,65'
N06.38'10'W
L2
19.89'
N83'21'50'E
L3
3.96'
S06.38'10'E
L4
27.64'
N83'21'50'E
L51
13.50'
S06'38'10'E
L6
6.25'
N83.21'50'E
L7
13.18'
S06.38'10'E
L8
25,88'
S06.38'10'E
L8A
5.00'
S06.38'10'E
L91
5.59'
S83.21'50'W
1-10
24.45'
S06.38'10'E
L11
13.68'
S83.21'50'W
L12
3.50'
N06.38'10'W
L13
7.63'
S83.21'50'W
L141
3.50'
S06.38'10'E
L15
14.45'
S83.21'50'W
L16
29.17'
N06'38,10,W
L17
3.91'
N83'211501E
L18
20.28'
N06'38110'W
L19
25.88'
N06'381101W
L201
30,65'
N06.38'10'W
L21
9.89'
N83.21'50'E
L22
3,96'
S06.38'10'E
L23
21.28'
N83.21'50'E
L24
18,50'
S06.38'10'E
L251
6.25'
N83.21'501E
L261
8.18'
S06.38'10'E
LINE TABLE
LINE TABLE
LINE
LENGTH
BEARING
L27
6.25'
S83.21'50'W
L28
17.88'
S06.38'10'E
L29
6.25'
N83.21'50'E
L30
8.00'
S06'38'10'E
L31
5,59'
S83.21'50'W
L32
19,00'
S06.38'10'E
L32A
0,67'
S83.21'50'W
L33
10.45'
S06.38'10'E
L34
8.01'
S83.21'50'W
L351
3,50'
N06'38'10'W
L36
17.63'
S83.21'50'W
L37
3,50'
S06.38'10'E
L38
9,45'
S83.21'50'W
L39
4.17'
N06.38'10'W
L401
3.91'
N83.21'50'E
L41
25,28'
N06'38'10'W
L42
25,88'
N06.38'10'W
L43
13.18'
S06.38'10'E
L44
6.25'
S83.21'50'W
L45
13.50'
S06.38'10'E
L46
42.43'
S83'211501W
L47
3,96'
S06.38'10'E
L48
23.47'
S83.211501W
L49
30.65'
N06'38'10'W
L50
25,88'
N06.38'10'W
L51
20.28'
N06.38'10'W
L52
3.92'
S83'21'50'W
LINE TABLE
LINE
LINE
LENGTH
BEAR
NG
L53
9.17'
N06.3
710'W
L54
14,45'
N83'2
1501E
L55
3,50'
S06.3
'10'E
L56
7.63'
N83.2
'50'E
L57
3.50'
N06.3
'10'W
L58
13.68'
N83.2
,'50'E
L59
29.45'
S06.3
'10'E
L60
5.59'
N83'2
'50'E
L61
5.00'
S06.3
'10'E
L62
25,88'
S06.3
'10'E
L63
8.18'
S06.3
1101E
L64
6,25'
S83.21
50'W
L65
18.50'
S06.3
1101E
L66
21,28'
S83.21
50'W
L67
3.96'
S06'3
'10'E
L68
9,89'
S83'21
50'W
L69
30.65'
N06.3
'10'W
L70
25.88'
N06.3
'10'W
L71
25.28'
N06'3
'10'W
L72
3.92'
S83.2150'W
N06.38'10'W
L731
4.17'
N06.3
'10'W
L74
9.45'
N83'2
'50'E
L75
3.50'
S06.3
'10'E
L76
17,63'
N83'2
'50'E
L77
3.50'
N06.3
'10'W
L781
8.01'
N83'2
'50'E
L791
3.50'S06.3
10'E
(FORMERLY ATLANTA S '
LINE TABLE
LINE
LENGTH
BEARING
L80
0.67'
N83.21'50'E
L81
25.95'
S06.38'10'E
L82
5.59'
N83.21'50'E
L83
8.00'
S06.38'10'E
L84
6,25'
S83.21'50'W
L85
17,88'
S06.38'10'E
L86
6.25'
N83.21'50'E
L87
35,65'
S06.38'10'E
L88
23.58'
S830211501W
L891
3.96'
N06.38'10'W
1-90
34.97'
S83'21'S0'W
L91
13.50'
N06.38'10'W
L92
6,25'
S83.21'50'W
L93
13.18'
N06.38'10'W
L941
25.88'
N06'38'10'W
L95
5.00'
N06.38'10'W
L96
5.59'
N83'21'50'E
L97
24.45'
N06.38'10'W
L98
13,68'
N83.21'50'E
1-99
3.50'
S06'38'10'E
L100
7,63'
N83.21'50'E
L101
3.50'
N06.38'10'W
L102
14.45'
N83.21'50'E
L103
9.17'
S06.38'10'E
L104
3.91'
S83.21'50'W
L105
20.28'
S06.38'10'E
L106
25.88'
S06.38'10'E
LINE TABLE
LINE TABLE
LINE
LENGTH
BEARING
L107
30.65'
S06.38'10'E
L108
9.89'
S83.21'50'W
L109
3.96'
N06'38'10'W
L110
21,28'
S83.21'50'W
Llll
18.50'
N06'38'10'W
L112
6,25'
S83.21'50'W
L113
8,18'
N06.38'10'W
L114
6,25'
N83.21'50'E
L115
17.88'
N06'38'10'W
L1161
6.25'
S83.21'50'W
Li17
8.00'
N06.38'10'W
1-118
5,59'
N83'21'50'E
L119
25,95'
N06.38'10'W
L120
0.67'
N83.21'50'E
L121
3.50'
N06.38'10'W
L1221
8.01'
N83.21'50'E
L123
3.50'
S06.38`10'E
L124
17.63'
1483.211501E
L125
3.50'
N06.38'10'W
L126
9,45'
1483.211501E
L127
4.17'
S06.38'10'E
L128
3.91'
S83.21'50'W
L129
25.28'
S06.38'10'E
L130
25.88'
S06.38'10'E
L131
13.18'
N06.38'10'W
L132
6,25'
N83.21'50'E
L133
13,50'
N06.38'10'W
LINE TABLE
LINE
LENGTH
BEARING
L134
35.10'
N83'211501E
L135
3,96'
N06'38'10'W
L136
19.89'
N83'21'50'E
L137
35.65'
S06.38'10'E
L138
25.88'
S06.38'10'E
L139
20.28'
S06.38'10'E
L140
3.91'
N83.21'50'E
L141
29.17'
S06.38'10'E
L142
14.45'
S83.21'50'W
L1431
3.50'
N06.38'10'W
1-144
7.63'
S83'21'S0'W
L145
3.50'
S06.38'10'E
L146
13.68'
S83.21'50'W
L147
24.45'
N06.38'10'W
L148
5.59'
S83.21'50'W
L149
5.00'
N06.38'10'W
1-150
25.88'
N06.38'10'W
1-151
8,18'
N06'38'10'W
1-152
6.25'
1483.211501E
1-153
18,50'
N06.38'10'W
L154
21.28'
N83.21'50'E
L155
3,96'
N06.38'10'W
L156
9.89'
N83.21'50'E
L157
30.65'
S06.38'10'E
L158
25.88'
S06.38'10'E
L1591
25.28'
S06'38'10'E
L1601
3.91'
N83.21'50'E
LINE TABLE
LINE
LENGTH
_
BEARING
L161
4.17'
S06.38'10'E
L162
9,45'
S83.21'50'W
L163
3.50'
N06.38'10'W
L164
17.63'
S83.21'50'W
L1651
3.50'
S06'38'10'E
L166
8.01'
S83.21'50'W
L167
10.45'
N06.38'10'W
L168
0,67'
S83.21'50'W
L169
19,00'
N06.38'10'W
L170
5,59'
S83.21'50'W
1-171
8.00'
N06.38'10'W
L172
6,25'
N83.21'50'E
L173
17.88'
N06.38'10'W
L174
6.25'
S83.21'50'W
L175
11.10'
N83.21'50'E
L176
15.45'
N83.21'50'E
1-177
9,25'
N83.21'50'E
1-178
13,69'
N83.21'50'E
1-179
15.00'
S06.38'10'E
1-180
15.00'
N06.38'10'W
L181
15.00'
N06038'10'W
L182
13,09'
N83.21'50'E
L183
13.02'
N83'21'50'E
L184
15.00'
N06.38'10'W
L185
15.00'
N06.38'10'W
L186
15.00'
S06.38'10'E
L187
15.00'
S06.38'10'E
VICINITY MAP
SCALE: 1" = 600'
1-54 z y 5.23'
o
rn ow
� j o•Cr, ir= w
•L
�,' A aC J m
a -
� 1 a
m
7.5' JEA-E• Pi C''.I9.25'
10.77'
35.75 299.77'
SsS21'S0"w
1 TRF�,�,
,4111 S - MEET, A 40 R/W)
(FORMERLY A DETAIL 'A'
NOT TO SCALE
LEGEND
R\W = RIGHT-OF-WAY
O.R.B. = OFFICIAL RECORDS BOOK
P.B. = PLAT BOOK
PG.(S) = PAGE(S)
S. F. = LOT AREA IN SQUARE FEET
C.M. = CONCRETE MONUMENT
JEA-E. = JEA EASEMENT
JEA-E.E. = JEA EQUIPMENT EASEMENT
A.&D.E. = ACCESS & DRAINAGE EASEMENT
0 = SET 4"x 4" PERMANENT REFERENCE
MONUMENT STAMPED "P.R.M. LB 3731"
(UNLESS NOTED OTHERWISE)
O= SET NAIL & DISK "PRM LB 3731"
DENOTES UTILITY
EASEMENT
LINE TABLE
LINE
LENGTH
BEARING
L188
15.22'
N83.21'50'E
L189
10,77'
N83.21'50'E
L190
15,00'
N06.38'10'W
L191
15.00'
N06.38'10'W
L192
15.00'
S06.38'10'E
L193
15.00'
S06-3 8'10-E
L194
20.48'
N83'21'50'E
L195
5,69'
N83.21'50'E
L196
15,00'
S06.38'10'E
L197
15.00'
S06.38'10'E
L198
15,00'
N06.38'10'W
L199
5,69'
N83.21'50'E
L200
17,69'
N83.21150'E
L201
6.36'
N83.21'50'E
L202
18.08'
N83.21'50'E
L203
10.77'
N83.21'50'E
L204
9,25'
N83.21'50'E
L205
5.97'
N83.21'50'E
L206
3.69'
N83.21'50'E
L207
11.97'
N83'21'50'E
L208
8.12'
N83.21'50'E
L209
3.58'
N83.21'50'E
L210
13.02'
N83.21'50'E
L211
10.28'
N83.21'50'E
L2121
10.81'
N83.2P501E
..I ..............
.................
DENOTES ACCESS &
DRAINAGE EASEMENT
GRAPHIC SCALE
0 10 20
(IN FEET?
1"=20
ClarySS®C11tes
PROFESSIONAL SURVEYORS & MAPPERS
10/ LB NO. 3731
3830 CROWN POINT ROAD
JACKSONVILLE, FLORIDA 32257
(904) 260-2703
WWW.CLARYASSOC.COM