301 Ahern SURVEY 07.24.2019JOB No. 2020-489
N
DIVISION "A"
PLAT NO. 1 BEABCI-i BLOCK 2
5 AILANPTICB 5 G. 69
III
`6' TALL
1 CONIC WALL
58.55' 16• WBF
1
BRICK PLANTER
�-
7.0
r� 58.55'1.0' coNc WALL a.s
9.47x6.3
N N�
9.2
15.45 _
_ r 6.6 N v
o
D
0.7' CURB I JEA-E.E. RE-FENTION PDN
--
_---T 7.0 \ r I
1 0 x 9.5
CONIC \ - -
.o IN 14.7.23 _\� 1 0.8' CONC WALL
10 I
I ' JEA-E. TRANS INV=7.15 _
t0'Xt0' I PAD J 6.7 P,CK LINE
x 20' REAR SETS - n i
CONIC WALL y U) - - - _ - \\�' SERVICE I o v
I - _ 1.d CO _ rn - PANEL \
_-1- -� DIRT&ROCK �7 _ x 9__- _--_ -1� \
_•=-r Vj �- 19.6' 4.0. 1
0.6' 10'pyC
OCL
INV=7.32 x 1 x o WALL L--` I O _- 10.g UT EASEMENTS
iy pVC -z w '~0 4- -�- -� O 0.8' CONIC - 0.7' _ - - 3.3 DENOTES . 71, 97
_ERVICE pG. 96-
_ Cl - - - [30.8A PER P.B.
� PAD
PANEL10
I.
7 a
74 $9 [20.0 ] \\B7I1I, EASEMENT
NE NEWV 4. \ v I om
\ CO.
PERW INV -7.48 DENOTESUPG96-97 04 1,0
P• I
YARD DRAIN #305
1 I I J I I INV 7 27
IVVC 110.55 0 0
0.441 I to.a 6.3 o.6
ga
4.0'
I I \W , >E 58.55 ZG1 4.6
1 I I \w I ul
mMtn\6.3' N83'21 50
I 0.7' C
I I 1 0 \\ � v O A
1 I I °'g�
I 1 I 9.71 ?I N83'21'50'E 58.55' 60.3' `1 vim I �{Q1
roc
I I I 9.57 4.0 Z(� I i OOr \
v f JAZA \
'
1 IN N $
4.0�\ 02
I I A -� 1' CURB
0.7 \ o v
0 0l® a? m 303 rm
I v YARD Al
I x o # m -I
0 TOP=10.16 Ql <m
I I I 7- a r 0 I I INV -736 0
0 0 C 10'PVC 10.57 0
1 I I �41 ro 00 a Q o 0.39 I 10.4 0 0
6.3 1C
>ODD0 \ mor #- 0 Z I \ II
I 1 I CATCH BASIN \ I I C°
I IN -7.47 \ 6.\ N. >
I I 1 o
IN -7.59 <m 50"E 64.75'
\ N83'21' > m
oI
15 I i o W 5.7
I 1 I 0. z \7
I I U¶uTY EASEMENT
I 1 60.604 mli a ➢ N83'21'50"E 64.75 DENOTES PG. g6-97
54 40
1 9..
I 1 I O m I I PER P.B. 71 • \
12 N
w
V
ROCKI.
15.45' „E
2.
.
I
P.B.
= PLAT BOOK
•
= PAGE
NO.
= NUMBER
CSL
= CONCRETE SLAB
WBF
= WOOD BOARD FENCE
CLF
= CHAIN LINK FENCE
VF
= VINYL FENCE
4.6
I I 11 Ly
I ® I v: #301
I 0.7' CURB DENO ES U 711 PEASEMENT
T�
gg 97T \� m \ '
-r- PBER P.. I I -p014
vINV-7.69 n 00 'VSy I'VE
I I 1 m 1 0.7' ' 000 . goFo9 x•
1 I I I A 10'Pvc 10.5 10.58 v �S
I 1 1 I 10.41 ygpF •V • ' 10 61
0.5' 1" Z --- 1 4.0'
I I 1 \
#3o-7 - 0 1
I I I CD I c\ \ CONIC
1 6 I I I I _ -r- \ \w A/c PAD
o
1 I I NO - \ I - _ I CoVERW
CONCRETE 8.0'
0.21 \ � ��° LINE r � 0.8' CONIC WALL - I
I L I 4.6 VY �_ [37.V'0' FRONT SETBACK _ - - -
1 I o 9.606 _ 4 a� 2
1 I _ ----
rT1 CONC
I i [20.6]-
I '- 1
I I I
J- _---I 0.8CONC AO CU - - - 1
I
I I I 1
I I z l I 64.75
I 1 m
I I 9.25'
DRAFTING: EJC PARTY CHIEF: COCKRELL
I I (7) WATER METERS I 64.75'
I N'LY R/W LINE
S83'21'50, W'�'00'
TREET
E R R/W)
A � `u� SHEET, A 40
(FORMERLY ATLANTA
F.B. DIGITAL
CAD FILE: 2020-489 BLDG 3&4 FINAL.DWG
-0
4"x4" C.M.
RY REF"
ATCH 10 35
TOP=
wV=7.24
0
IDIRT de ROCK
i
CURB
I
I
9.25'
BENCHMARK
BOX CUT NE CORNER OF CINL
ELEVATION=10.58 (NAVD '88)
_0�
10
CHECKED BY:
FND NAIL & DISK
"PRM LB 3731"
GRAPHIC SCALE
0 5 10 20
( IN FEET )
1 inch = 10 ft.
Map Showing a Specific
Purpose Survey of
BUILDINGS 3 8c 4
LOTS 7, 8, 9, 10, 11 AND 12, AS SHOWN ON THE PLAT OF AHERN TOWNHOMES, AS RECORDED IN PLAT BOOK 71, PAGE
96 & 97 OF THE CURRENT PUBLIC RECORDS OF THE CITY OF JACKSONVILLE, CITY OF ATLANTIC BEACH, DUVAL COUNTY,
FLORIDA, LYING IN SECTION 21, TOWNSHIP 2 SOUTH, RANGE 29 EAST.
CERTIFIED TO: AHERN TH PROJECT, LLC
FORUM CAPITAL PARTNERS, LLC AND
FIDELITY NATIONAL TITLE INSURANCE COMPANY
40
DATE: 07/31/20
D
r
o
o
ATLANTIC BLVD m
-TQv
wa � � z
��1
VICINITY MAP
NOT TO SCALE
R/W
= RIGHT OF WAY
P.B.
= PLAT BOOK
PG.
= PAGE
NO.
= NUMBER
CSL
= CONCRETE SLAB
WBF
= WOOD BOARD FENCE
CLF
= CHAIN LINK FENCE
VF
= VINYL FENCE
C.M.
= CONCRETE MONUMENT
W/
= WITH
INV
= INVERT
MHD
= DRAINAGE MANHOLE
A/C
= AIR CONDITIONER
[10.0']
= PERPENDICULAR BUILDING TIES TO BOUNDARY
O.R.B.
= OFFICIAL RECORDS BOOK
OD
= DRAINAGE MANHOLE
®
= GUARD POST
®
= ELECTRIC OUTLET
0
= CLEANOUT
s
= SANITARY VALVE
®
= WATER METER
= 4"X4" CONCRETE MONUMENT
OO = NAIL & DISK
GENERAL NOTES
1. BEARINGS SHOWN HEREON ARE BASED ON NORTHERLY R/W LINE OF
AHERN STREET AS N83'21'50"E PER STATE PLANE COORDINATE
SYSTEM, FLORIDA EAST ZONE, NORTH AMERICAN DATUM 1983/1990
NGS ADJUSTMENT.
2. THIS MAP DOES NOT REPRESENT A BOUNDARY SURVEY. ITS SPECIFIC
PURPOSE IS TO SHOW IMPROVEMENTS CONSTRUCTED TO DATE ON
LOTS 1-6 ONLY.
3. THIS DRAWING MAY HAVE BEEN ENLARGED OR REDUCED FROM THE
ORIGINAL. UTILIZE THE GRAPHIC SCALE AS SHOWN.
4. THIS MAP WAS MADE WITHOUT THE BENEFIT OF AN ABSTRACT TITLE,
THEREFORE, THERE COULD BE ADDITIONAL EASEMENTS, COVENANTS
AND RESTRICTIONS OR OTHER MATTERS OF PUBLIC RECORD THAT MAY
AFFECT THIS PARCEL.
5. THIS SURVEY ONLY SHOWS IMPROVEMENTS/STRUCTURES SITUATED
ABOVE GROUND. BELOW GROUND IMPROVEMENTS/STRUCTURES, IF ANY,
ARE NOT SHOWN OR LOCATED.
6. THE LANDS SHOWN HEREON LIE WITHIN ZONE "X" (UNSHADED, AREAS
DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN),
ZONE "X" (SHADED, AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS
OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN
1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND
AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD), AS
SHOWN ON FLOOD INSURANCE RATE MAP 0409 J, COMMUNITY NUMBER
120075, DATED NOVEMBER 02, 2018. HOWEVER, FLOOD INSURANCE
RATE MAPS ARE SUBJECT TO CHANGE.
7. ELEVATIONS SHOWN HEREON ARE BASED UPON NORTH AMERICAN
VERTICAL DATUM 1988 (NAVD '88) AND ARE REFERENCED TO A
NATIONAL GEODETIC SURVEY 4 INCH BRASS DISK, STAMPED "V 324
1970", HAVING AN ELEVATION=10.27 (NAVD '88) -LOCATED ON THE ON
THE SOUTHWEST CORNER OF A CURB INLET ON THE SOUTHERLY SIDE
OF ATLANTIC BOULEVARD, APPROXIMATELY 53 FEET EAST OF THE
CENTERLINE OF PENMAN ROAD -SEE FLORIDA DEPARTMENT OF
TRANSPORTATION CAICE DATABASE NO. 7210006.
8. +7.3 DENOTES SPOT ELEVATION ON GROUND.
9. +7.38 DENOTES SPOT ELEVATION ON ASPH, CONC, ETC.
SEE SHEET 2 FOR EASEMENTS
SHEET 1 OF 2
K)
con
Q
N
0
z
w
J_
Li.
N
JOB No. 2020-489
7
_, r__
I
. I I 1
I I
1 I
I I
I 1
I I
14 1
I I
I I
I I
I 1
I I
I I
I I
I
I
I
I
I
I
15
I
I
I
I
I
1
3
O
N „ A„
SUBDIVISI K 2 `:.
OO .. .
LAT NO ACH BL
r — —"� .. ................... i.l'"
S
PLA
B B5 PkG. 69 L--'........'.'.'.•.•.'.'.'.•.'.'.".".".•.'.'.•.'.•.•.•.•.•.•.•.•.•.•.•.•.•.'.'.•••.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•. Mx ,.,,
}}...................................................... .....................
4. _... _.................................................. ..
}_....._........... ................._ ........................... .
I} ...,.w•. ........................................ ........................... ...
.............
} 1 ..... .. . .... . .. .. .... •.'.•.•. •.'...'.....'. •..'.'.... .. . . ...... .. .... ........ .. .... .. .... .. ........ .. ♦ ... .......
{ .. ...............
.....,,...•...M.,,..,�......•.w., •........ .. .... ........... .. .
..�•.::.
M...•..,...••.................................................................. ............. ...
t ............... . . .... ... .. .. ............ .. .. •....-I., .. .
........................ .. ...'.1....................................................................•.j.. ............. i.i. ,.'.'.
. . . . .. . . .. . . . . . . .. . . .. . . . . ..,. . - . . . . . . ...F. F ..'.'.'.'.'.'.'. •.•.•.•.'. . . . . . . . . .. . . . . . '4 4 .. . . k . . . .
..........'.•.'.•.'.'.'.'.".'.".•.'.•.'.'.•.'." • ... ........�.'.•.'.•.•.•.•..'.'.•......•.•......'.•."'.'i•.'.'.'.'.'.•.•.'.'.'.'.'.'.'.'.'.'.'.'.'.•.'.'.•.'.'.'.•.'.'.'.'.'.'.'.'.'.'.'.'.•.'.•.•.•.•...•.•.'.•.'.'.•.".'.'.'.'.'. •.'.'.'.'.'..•. ...• J.'
............................ .�.. ..,t..e..•.+ }.}.....•..•................ .F.'.
. . .. . . .. . . . . . . .. . . . . .. . . .. . . . .M. . . . . .. . . . . .. . . .. . . ... . . . . . . . .}. {. .. .... . . . . . . . . . . . . . . .. . . . ....... ... •... ....... .•... .•. ... .•. ..............t .'.'. .'. .'.'.•. .'.'.'.
ii.
. . .. . .. . . . . .. .. . . . .".... ... ..... ................ .....•.•. •....... •.......•.......• . p ..,. ,. •........... .•.. .'.'.'.'.'. .'.•.'.'.•. .'. . .. . . . ''}•? . . .
..... ... ..r ... ............•.............'.'..'.'. .•....'.'.................... ................. •I }'.................................................................. .............. I ...
............'.'.'. .'.. ..'. .'. .'.'.. .... ................................................................ ....... ...... .. .. g.}.' ..................................... ......... ..... ............ ... ........... ... ...
...................... —}.......................................... ...... ...... ........ .... .......................}..}............................................ ........ .... .. .. .. ... .. { .. .. ......... ,}}.
�{� '. — �' k p........................................................................ ...................I. .............................. .....'....'..... ............ ...... ...
.. ............. .. ..... : .
I t .......... .... .... .... .. .... .............. .... .. ... ......... .................... }.'#.'.'.".'.'. .•. .•. ... .... } ;. .• •.
�. f.'� . .. `} i.' V.
F. £ }. .T� a,. --rte � .
_
.......
T..� .... .... . ... ...... .... .... .... .. .. .... .. .... . ..... ........................ ...............................•..•..•......•...'...•.•...,... �'.}........ ... ....................•.•..•..........•..•.•......... ... ..'�. .. .... { .. •.L
_ _ I 10'X10' ................................. .. I ;'......................................... _ ....
.. —E.E. I.'............ ... ; j ' ,t'`' ....I.'.':
w JEA............................................... .... ° 1..
__. E :.................
.................................. .................... ......... m,.F.'............................. 4 y
................ .'
.................. . _ .. ;.
. _.....
...
_:
.:.
�_ w _......_.
_.....
.. ....
al w. . . . . . . . . . . . •(•
.. i. .r ..
. .. .. .. 3 . .. - } i . . .. . . . .. . ... . . . . . . .. . ... .. . . . . . ..,, .J...w ..w ... . . _ l . . . . . E'"... ..•c • .. . . . S.r
0 JEA—E. ,. I ........................ ....... �_' .f.'
.....................:.k.... k ............................................... w..r. ...... }�_„.
I I ............. ... NE ........ µ iz'
k I _•
-"- m . . .............. � • ACK �l .......... :'..• .
......... ............ R SETB........
:;. - ... :v�..., p REA ................... .
�. .
's'
..�...... 2 .............
1:
= :.... _ iw...
.—...... .. } i'. .:r..,
'' .k . . . . . . . . . . . . . . . . . .. . m... ,.�. . . . "" -i
4 _.w..
_. .
� ' _ : . .. ��: .. !
?� ....M. .• •. •. •.......
i Lir k _. ... ........ ,Sk . k •:.}4}( . .
I .'.'.. } ... • ..........'.'.'.'.'.'.•.'.... • . .
?F
».
L 4 } .floe .. '.
_ .................... ,.. ......�..4{....... ..... ? ... µdl... .
}
} n
— . . . . «y—K ,,,.."."....” ..l,. -1I.,.:"... -I .. . . ... . . �.{. .M.„ . . .. . . . . .. . ... . . . . . . . .'.�4 .
_ ...,".,...,....e. ' I ... ?.. ..... ..... . 1 a.».. y..µ ! ; ... .......... .
. ...... ..,..•».me^.......... .
..
uu+
I- ................... .....1�. -} 1 . ..... .......}.I........ ;g.
i.. M
:�:'.... lig :.....}; };- 1.0 .....................'.
.'.I.....'.'.'....' ............... [ il�ViNµ * ���.'.'.'.�:'. M
}, ......}.} ....... ,__..". :tl
e} ... ••.•..•. •........
}I F ;;.. .... `� . "i' (}} .'.'. ...•...•.............•.•.•... .
I•
.........'
. 1s
. •. ]j
}}
I.................. L I { ..... '` ...
1 ..............
................
%
�................. it ...... is
1 ................... ... ;
I I
I I
I
I I
I I
1611
I I
I I
I
I
L--1
I
_— _—-
DRAFTING: EJC
iF v
1 I., I I
I'' ? .... ....... }} I ." a0; o . .
I :� 1 A I .................. '
`} I ....................:.%...
.............. ... � }}{ ...... . "}� , { ..
I.I
A• µ
} .'
(@ }1 ,ill 1.
................... ' ...'.'..�'� ;..
".
I �11y { { { 3
1 i 4„�" ' I ... .. .. .1..".,.. i's- 4 .....
1. •.•.•. •.'. •.'.'. •. •.'.'.'. •..•. .
.I............ ........ 1 ?l. .{ .. ..... a r
j.�,—.,i :..... ..... , "*. Y .. } ; I ..'....'...'.'.'.. ..'. } .
J I .'... 1 1 ;} i m {
,
.........:::::::::::::::: 8 ,.wK-= ........... ...:.:.:.. v M 4.
0. �� v
...i...... ��
I .............................1 ::'. } ' 1
m }
<;'' ...... ..
}
........... .........
I
._ _ I
.....
.. ..... .. .... .... ..... rr
i
............
'`;' .. ... ...... .r 1. `'' m
. <'L{:
i.• ..... ...... 4' ............. ......... r
?1 .k
{. ....... .........
Y::
:.s i
, ,I . . . . . . . . ............ . ... . I tf} µ°..: :'::':'::':'::'::':': :'::'::.:' W
. .
} I...`}Y I ..
1 ..•>•.•.•.•.'.'.•.•.'...•.•.•.....•.'.'.•.'.'...•.•.•.. ............ ....... ,
I.
.. .........................
. ....... .. . . I k�
I ...
} 1.} m
} a 4}v ,.
I .. ..........:....................y. " _ 'iii., '�.. }`' .....'. . `° . .............
1.'......... J 1 ::... ::::::'t ].2 .............
1 _..
. ..... I ;11•{ ..� ..'.K....... { � : 5 { 1
..'I'• ................. ........................... ; }' •' i;'s,.♦.-• :'R.}. ............ •.. •.......; . i £ � • ."E k I .... •. •....... ........•...,.•. ••
I. ..... I.w�. . II .. } ..'1.
..I .I 1 }d1 ..... lI ...... ....... "FF .F... ,f.:',.:f". '
I..•.'.•.'.'.'.'.•.' ....-.•.....•.•.....•..... _{ 9 ;.Y.... ={:_ .,., ...1-11 '" : , .: E.
........ ............. } }• ........ ...... ` I-
I
:'.......'..... '.............. I ......-.'..'.
I ....................... 7 ....... ...
. i
... 't..,. } ,
.
. SI ..
:.
1 ..... .
. . . . . . . . • . . . . . . • . . . . . k � { .}{.'. • • . . n.... ...'•.n }
.' .'.
I ............................ I ' I .......... ..... . ♦-...'..'..'.'.'.' '� _ ... .
i k
I
..........._.
I ............................ ...
F ..
I
3 1t{
} ' .e..a {. . . . . . .
j . ..
. 77 ..
1 ...
11
ms.µ
{ }
...
.......................:.............. SET •.•.•.'.'.'.•.'.•.....-.................. . ; ........ ... . .
;. T BACK UNE
I 1.......... 20FRON -........................... .... ... 4 ..
... ........... _
..............
I 1 ............................................. ....... _
... .......... ......
t
{;
- --r ........
r► ; } i
................ ._. ".". ........".'.........'.'.'.....'.'..'.'.'.'.'.'.'.'."."."..'..'.'..'."....'...'.'.'.....'.'..'—.......
•.'......... 1 _;£" ; k ................................................... I ................. ,� .. ,
1 .. 1 -....... ........... .. .............. L...................... _..
.. . .
...I................� ...................... .
— L '�" . .'1.'.. ............... ....................................'.'.'.'.'.'.'.'.'.'. ..
__ 1 d✓• ..� ....�'................'.} F .........:. . I..y _... * .. ......... .
-11., ................................ :... ............... •"I............ .......................................................
k.. I ................ E' .}. ... r '......................................... ....... ....
1 } r
__I—_
I I I
I I
I
I I__J
cl
:til
�.
Map Showing a Specific
Purpose Survey of
BUILDINGS 3 8c 4
LOTS 7, 8, 9, 10, 11 AND 12, AS SHOWN ON THE PLAT OF AHERN TOWNHOMES, AS RECORDED IN PLAT BOOK 71, PAGE
96 & 97 OF THE CURRENT PUBLIC RECORDS OF THE CITY OF JACKSONVILLE, CITY OF ATLANTIC BEACH, DUVAL COUNTY,
FLORIDA, LYING IN SECTION 21, TOWNSHIP 2 SOUTH, RANGE 29 EAST.
DENOTES UTILITY
EASEMENT
PER P.B. 71, PG. 96-97
DENOTES ACCESS &
DRAINAGE EASEMENT
PER P.B. 71, PG. 96-97
. F
.....•.. ......... . ... .... . . ... ..... . ..... ............. .
............. ; .5....... ..........................................................................4.F.a ..... ......... ..... ....... �. i. �..—.. ..........:•:••••' '..•.'. '. '.'.'. 11
... ................• ......
•..
........
.•.'.'
•.. ...I.I. . .•. .S• .. .. ............................ .................................................................. ... ` S
i•
....'1
.....:...:.:.:.:.:......•.•3=•..
. . ........................
•.•..... •.{ ...................................•..........................................
..I
......1.j............`...''._.....................�,... ...............%.. ... I........... ...
..I...
"3 `.r.'.'.'.'.'.'.'.'.'.'.'..'.'.'.'.'.'.'.'.'.'.......'.... 3 .'... .......'.'.......'.'£... ..�® LY R/W LINE
.l..
....... .. { f...'
I.I.. .l.I.. .' .:}... . 1 . N
.'.'.'......... ;.�....
..........:........................................ } {.' I
I
................ ..i 'k.'.'
........... ... ..ii....
........;.i .................... Ii € i
Il
..........•...•.'.•.'.'. �.I...
......;'
.... .W..'.' ' k
{
....•
. . .•.OV.
k
� } 1 I .
}I
1
I311 �
}�
t
.
ERN s T REET
A� STREET, A 40� R�W)
A�-ANTA
(FORMERLY
SHEET 2 OF -2
PARTY CHIEF: COCKRELL
F.B. DIGITAL
CAD FILE: 2020-489 BLDG 3&4 FINAL.DWG
10
CHECKED BY: '0='
GRAPHIC SCALE
5 10 20
( IN FEET )
1 inch = 10 ft.
40
DATE: 07/31 /20