102 Aquatic Dr - as built survey POINT OF REFERENCE
THE SOUTHWEST CORNER OF MAP SHOWING BOUNDARY SURVEY OF.-
ROYAL PALMS ACRES
PLAT BOOK 34, PAGE 92 (LEGAL DESCRIPTION AS FURNISHED)
o THAT CERTAIN PIECE, PARCEL OR TRACT OF LAND, SITUATE, LYING AND BEING A PART OF THE CASTRO Y.
o TRACT 1, AQUATIC GARDENS FERRER GRANT, SECTION 38, TOWNSHIP 2 SOUTH, RANGE 29 EAST, DUVAL COUNTY, FLORIDA, BEING MORE
38, PARTICULARLY DESCRIBED AS FOLLOWS:
o REAL AST TE NO. 1718185010 FOR A POINT OF REFERENCE, COMMENCE AT THE SOUTHWEST CORNER OF THOSE CERTAIN LANDS AS SHOWN
OFFICIAL RECORDS VOLUME 9268, PAGE 2239 ON PLAT OF ROYAL PALMS ACRES, AS RECORDED IN PLAT BOOK 34, PAGE 92 OF THE CURRENT PUBLIC
c Do r
0RECORDS OF SAID COUNTY; THENCE SOUTH 07'16'02" EAST, ALONG THE WEST LINE OF THOSE CERTAIN
p Tit
W pp�E ENT Ga,CRETE LANDS AS RECORDED IN OFFICIAL RECORDS VOLUME 3248, PAGE 509 OF THE CURRENT PUBLIC RECORDS
olrlT& OF SAID COUNTY, A DISTANCE OF 285.23 FEET TO THE SOUTHWEST CORNER THEREOF AND THE POINT OF
RE# 177411 -0000 -48'58"W 9'67 FOUND X" CUT BEGINNING; THENCE CONTINUE SOUTH 07'16'02" EAST, ALONG THE WEST LINE OF THOSE LANDS AS
PAVEMENT IN CONCRETE RECORDED IN 2479, PAGE 717 OF SAID PUBLIC RECORDS, A DISTANCE OF 525.89 FEET TO AND
O.R.V. 6953, PAGE 1073 SS CONCRErt S'�'"""` v ,.2• '"R®
v w ❑ N 4.4 INTERSECTION WITH THE NORTH RIGHT-OF-WAY LINE OF ATLANTIC BOULEVARD (A100 FOOT RIGHT-OF-WAY
POINT OF BEGINNING 2. ' °' "° " AS NOW ESTABLISHED); THENCE NORTH 89'20'18" EAST, ALONG SAID NORTH RIGHT-OF-WAY OF ATLANTIC
N x BOULEVARD, A DISTANCE OF 152.90 FEET TO AN INTERSECTION WITH THE WEST RIGHT-OF-WAY LINE OF
FOUND 1/2~ IRON < MWOMWOOD DECK o 6•� AQUATIC DRIVE (A 60 FOOT RIGHT-OF-WAY AS NOW ESTABLISHED); THENCE NORTH 07'31 '35" WEST, ALONG
PIPE, LB3672 *M c UNITS _, _ ?:
N < 6 HN` m . "�"� < Z SAID WEST RIGHT-OF-WAY LINE OF AQUATIC DRIVE A DISTANCE OF 132.45 FEET TO AN ANGLE POINT IN
:m �y� ' E _ SAID WEST RIGHT-OF-WAY LINE; THENCE CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE OF AQUATIC
FOUND E, L IRON = 52.7 DRIVE NORTH 1 1'40'04" WEST, A DISTANCE OF 412.07 FEET TO AN INTERSECTION WITH THE SOUTH LINE OF
PIPE, LB3672 THOSE LANDS AS RECORDED IN OFFICIAL RECORDS VOLUME 32480PAGE 509• THENCE SOUTH 82'48'58"
x N 0.9' " 4'METAL NFENCE54 4. TIE M. - - - - - ' - ` 0 f
F �yc p WEST, ALONG SAID SOUTH LINE, A DISTANCE OF 119.67 FEET TO THE POINT OF BEGINNING. CONTAINING A
x 'C� > !-H ME TOTAL OF 74,414 SQUARE FEET OR 1 .71 ACRES, MORE OR LESS.
TORY FR m
X TOWNHOME 02 S `
m �
60� & 14.6- . -
x x x 4.5 TIE Z m
0
N
X -k G A
b
<�z� 4.5 o < n
r �
56.6' TIE• '
o 4
O 00
r O AS \ 0 CO y C J
K
o
it
y
\ CCB CONC
DRI IF
6 � V
4' METAL FENCE
\ N
_ RAMP
1 .... 24
1 0 caRgSoRaICKCOL
I sCce
I Z V
I 0 �1ME C _ 1 M
O
RETENTION POND I SMH
70 v OP
RE# 177411-0200 0 CPP
O.R.V. 13659, PAGE 2484
/ P o
FL
// P
UNPLATTED PART OF SECTION/38,
TOWNSHIP 2 SOUTH, RANGE 219 EAST a co�TE
FLP
/ •,F z
O�GN� �Z
6'vvfyL ago
/ FLP
==DECK DECK '
A/C PAD 1
wTH yc uNlrs X6.1 TIE
C�o�
MAI �
WALL 36'SAM 23.2 u p OI�✓
12' �a{� it z
U � c
0 G
14.0 „ � � 0
v U3
o
FOUND 1/2" IRON a 26.9 t° �! g_7' N N
PIPE, LB3672nE o p
r � ,
RE# 177411-0060 7.0' O
O.R.V. 9574, PAGE 1102
1
2.0 Con CONCRETE
DRAOIE O(ACO
&1• V A
7.9' it y O =O > o
TIME 4.0' oRivE
yCO m O Z D °i A
1
Co
6.N z Nm
V J DRIVE Lla
N U1 oa Wv puar
c 70 n
�1 z w >;
CONCRETE
o,
6 VNlYL D O 5d n
yC o m CO p
O I_V 4.0 I O CONCRETE v
WO 2- co DRIVE N ?p
TIE w 1.2'
'o
rr nn 4 'O y
V, Y
N
E3
o
w
RE# 177411 -0030 4.4 mo co
O.R.V. 9574, PAGE 1102 o a0 16' TIE
0 0 14.0' + 23.2'
P,, (' A/C PAD 5
UNPLATTED PART OF SECTION 38,
0 '= A� PAD -
TOWNSHIP 2 SOUTH, RANGE 29 EAST C� z wv 'PFH 232 80 v
7.7 31.3' O CO m + fnw
TIE. _<A/C A/C <6' WM cn
"
L
6 cow WALK 14 `? n
YDG Z
O CO O
31.3' 0 N
�n7.61
TIE 1 COC
Z 7.0' o
A
c'mS 4-4' F
CONCRETE W
a WA1 DRIVE
a *z Lin
° =o •
N
O O fT1 Ci
g c� m
z OCD z
O W 2D• O CO a N m
CONCRETE
rTt'"1 DRW u N 8.1' v LEGEND
TIE
4.0'
• v._- - off' NAA/C AIR CONDITIONER
C O Z BFP BACK FLOW PREVENTER
Q " a CC8 CONCRETE CATCH BASIN
I� o rn O CO m CO CLEAN OUT
CONC. CONCRETE
CPP CONCRETE POWER POLE
^ui W
CONCRETE
FH FIRE HYDRANT
;,, FOUND CONCRETE FLP FIBERGLASS LIGHT POLE
CC NCRETE ,. ' MONUMENT, ILLEGIBLE FOHH FIBER OPTIC HAND HOLE
DRIVE GV GAS VALVE
6' VINYL 7.0• HB HOSE 9188
yC a > HCP. HANDICAP PARKING SIGN
I_ ; i MW MONITORING WELL
o OHE OVERHEAD ELECTRIC
-TIE 4.0' 2o• a �� o O.R.V. OFFICIAL RECORDS VOLUME
o u RE/ REAL ESTATE NUMBER
^� o SDG STORM DRAINAGE GRATE
SMH SANITARY MANHOLE
< N o 14.0' '8,0 8"� nE x STOP STOP SIGN
cam, 23.2' 1 TR TRANSFORMER PAD
A/C TRB TELEPHONE RISER BOX
TYPICAL
WOOD CK � � oHE TVRB TELEVISION RISER BOX
v
6' VINYL o WM WATER METER
7 1' 26.9' lot
WMV WATER METER VAULT
<7.1
TIE- 18'MAW cum WV WATER VALVE
RE# 177411-001 0 orTD rYP1� 24x24•
YM YARD GRAIN GRATE
O.R.V. 6285, PAGE 703 ® ,6' "" CCe cbLUM"m S o 9 0p
PAVEMENT ® PAVEMENT p O z
<q ® O 36'SUNO 36•SAKI 2 N Q
s S wv CONCRETE r m
UNPLATTED PART OF SECTION 38, VE 18-aw cine 15 MAW CUR
TOWNSHIP 2 SOUTH, RANGE 29 EAST ; CO
CONCRETE ❑wM 2310 sTDP}
CONCRETE T
DRIVE CONCRETE DRIVE
o O ORNE p C ^ o V, Z
o
RTES+
THIS PROPERTY LIES IN FLOOD
ES & -AE- (BASE FLOOD
4-$ 4 5 nE ELEVATION 6 FEET) PER FLOOD INSURANCE RATE MAP (FIRM<" ' TIE
DWAL COUNTY, COMMUNITY No. 120077, MAP/PANEL No.
3 STORY FRAME & BRICK v CJJ 12031C-0408-H, REVISED JUNE 3, 2013
TOWNHOME UNITS #101-105 " N BEARINGS BASED ON THE WEST RIGHT-OF-WAY LINE OF
n N AQUATIC DRIVE AS BEING N 11'40'04' W
x.31 -V- DENOTES 64' VINYL FENCE EXCEPT AS NOTED
-X- DENOTES 4' CHAIN LINK FENCE
o -M- DENOTES 4' METAL FENCE
a, g ° THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON
' 19.6' D Z THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF
o o DWAL COUNTY, FLORIDA.
24.3. . . . .
< L 25.7' 25.7' -V TIE
8'
12. CONIC
.4•
TIE i YAND Jfl
WALL L 6l 1.2'
1:161"=RICK
< < <
TYPICAL 24x24'
CERTIFIED T0:
FOUND 1/2" IRON4' VINYL COL TBR AQUATIC OWNER, LLC
PIPE, PLS 2772 2.2' v v v v v v v
DIVE BRANCH BANK AND TRUST COMPANY
°w -Ow N89°20 18 E 152.90 CONCRETE SIDEWALK 7-0 FOUND 1/2" REBAR, FIRST AMERICAN TITLE INSURANCE COMPANY
CONCRETE SIDEWALK LB 3804
NOV '2"17,..
C CRETE PAVEMENT CURB AND WTTER EDGE OF ETE
ONCRETE
PAVEMENT PAVEMENT
I HEREBY CERTIFY THAT THIS SURVEY MEETS THE
MINIMUM TECHNICAL STANDARDS AS SET FORTH BY
ATLANTIC BOULEVARD D U R D E N THE FLORIDA BOARD OF LAND SURVEYORS, PURSUANT
SECTION 472.027 FLORIDA STATUTES AND CHAPTER
(STATE ROAD NO. 10) SURVEYING AND MAPPING, INC. 5J17 FLORIDA ADMINISTRATIVE CODE.
110' RIGHT-OF-WAY 1825-B 3RD STREET NORTH
JACKSONVILLE BEACH, FLORIDA 32250
(904) 853-6822 FAX 853-6825
LICENSED BUSINESS NO. 6696
FLORIDA REOSTERED SURVEYQR$0. 07
H. SRUPE DURDEN'-JR;
ND7� FIELD DATE: 08/18/20.1 SWNED: 08/22/2017
THE SURVEY HEREON WAS MADE WITHOUT THE BENEFIT OF ABSTRACT OR SEARCH OF TITLE AND „ ,
THEREFORE THE UNDERSIGNED AND DURDEN SURVEYING AND MAPPING, INC., MAKE NO CERTIFICATIONS SCALE: 1 = 20
REGARDING INFORMATION SHOWN OR NOT SHOWN HEREON PERTAINING TO EASEMENTS, CLAIMS OF ACAD FILE = AQUATIC-FINAL.DWG(2000)
EASEMENTS, RIGHTS-OF-WAY, SETBACK LINES, OVERLAPS, BOUNDARY LINE DISPUTES, AGREEMENTS
RESERVATIONS OR OTHER SIMILAR MATTERS WHICH MAY APPEAR IN THE ABSTRACT OR SEARCH OF TTTLE. WORK ORDER NO. = 17548 FILE NO. = D-1716
THIS SURVEY NOT VALID UNLESS THIS PRINT IS EMBOSSED WITH THE SEAL OF THE ABOVE SIGNED.