Selva Preserve Survey 07.02.2018ii A MAP SHOWING A BOUNDARY SURVEY OF
A PORTION OF SECTIONS 16 AND 17, TOWNSHIP -2 -SOUTH, RANGE -29 -EAST.
DUVAL COUNTY, FLORIDA,
PARCEL DESCRIPTION
A PORTION OF SECTIONS 16 AND 17, TOWNSHIP 2 SOUTH, RANGE 29 EAST, UVAL COUNTY,
FLORIDA. BEING A PORTION OF THOSE LANDS DESCRIBED IN OFFICIAL RECORDS VOLU E 8373, PAGE
820, OF THE CURRENT PUBLIC RECORDS OF SAID DUVAL COUNTY, FLORIDA, ALSO B ING A PORTION
OF LOT 6, ALL OF LOTS 5, 4, 3, 2, 1, A PORTION OF A CONSERVATION EASEMENT AND A
PORTION OF ESTRELA LANE, A VARIABLE WIDTH ACCESS AND UTILITY EASEMENTAS HOWN ON THE
PLAT OF SELVA PRESERVE, AS RECORDED IN PLAT BOOK 71, PAGES 63-65, OF SAID CURRENT
PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA AND BEING MORE PARTICULARLY ESCRIBED AS
FOLLOWS:
FOR A POINT OF REFERENCE, COMMENCE AT THE INTERSECTION OF THE WESTERLY RIGHT OF WAY
LINE OF SEMINOLE ROAD (A 100 FOOT RIGHT OF WAY AS NOW ESTABLISHED); WITHHE NORTHERLY
RIGHT OF WAY LINE OF 11th STREET (A VARIABLE WIDTH RIGHT OF WAY); THENCE S UTH 83'42'00"
WEST, ALONG THE NORTHERLY RIGHT OF WAY OF SAID 11TH STREET, A DISTANCE 0 300.00 FEET
TO THE SOUTHWESTERLY CORNER OF THOSE LANDS DESCRIBED IN OFFICIAL RECO DS BOOK 528,
PAGE 283 OF THE CURRENT PUBLIC RECORDS OF SAID DUVAL COUNTY, SAID PO NT BEING THE
POINT OF BEGINNING; THENCE CONTINUE SOUTH 83'42'00" WEST, ALONG LAST SAID RIGHT OF WAY
LINE, A DISTANCE OF 175.00 FEET. TO THE POINT OF CURVE, SAID POINT EING AT THE
INTERSECTION OF THE NORTHERLY RIGHT OF WAY LINE OF SAID 11TH STREET WITH THE EASTERLY
RIGHT OF WAY LINE OF LINKSIDE DRIVE (A VARIABLE WIDTH RIGHT OF WAY) AS S OWN ON THE
PLAT OF SELVA LINKSIDE UNIT NO. 1, AS RECORDED IN PLAT BOOK 44, PAGES 2 AND 23A, OF
THE CURRENT PUBLIC RECORDS OF SAID DUVAL COUNTY; THENCE ALONGA C RVE CONCAVE
NORTHEASTERLY, HAVING A RADIUS OF 25.00 FEET, AN ARC LENGTH OF 39.27 FET, HAVING A
CHORD BEARING AND DISTANCE OF NORTH 51'18'00" WEST, 35.36 FEET TO HE POINT OF
TANGENCY OF SAID CURVE; THENCE NORTH 06'18'00" WEST, A DISTANCE OF 35.0 FEET TO THE
POINT OF CURVE BEING CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 120.00 FEET; THENCE
ALONG LAST SAID CURVE, AN ARC LENGTH OF 67.02 FEET, HAVING A CHORD BEARING AND
DISTANCE OF NORTH 22'18'00" WEST 66.15 FEET TO THE POINT OF REVERSE CURV SAID CURVE
BEING CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 116.85 FEET; THENCE ALON SAID CURVE,
AN ARC LENGTH OF 28.48 FEET, A CHORD BEARING AND DISTANCE OF NORTH 3'18'00" WEST,
28.48 FEET TO THE POINT OF TANGENCY OF SAID CURVE; THENCE NORTH 24' 1 '00" WEST, A
DISTANCE OF 160.24 FEET TO THE POINT OF CURVE BEING CONCAVE SOUTHWESTERLY, HAVING A
RADIUS OF 200.00 FEET; THENCE ALONG SAID CURVE, AN ARC LENGTH OF80.52 EET, A CHORD
BEARING AND DISTANCE OF NORTH 35'50'00" WEST, 79.98 FEET TO THE POINT OF TANGENCY OF
SAID CURVE, SAID POINT BEING THE SOUTHERLY CORNER OF TRACT "A". AS SHOWN ON SAID PLAT
OF SELVA LINKSIDE UNIT NO. 1; THENCE NORTH 27'41'32" EAST, ALONG THE EAS ERLY LINE OF
SAID TRACT "A", A DISTANCE OF 140.04 FEET; THENCE NORTH 74' 18'00" WEST, ALONG THE
NORTHERLY LINE OF SAID TRACT "A", A DISTANCE OF 140.00 FEET; THENCE NORTH 0'49'44" EAST,
A DISTANCE OF 41.58 FEET; THENCE SOUTH 78'03'10" EAST, ALONG THE NORTHERL LINE OF LOT
6 OF THE AFOREMENTIONED PLAT OF SELVA PRESERVE, RECORDED IN PLAT BOOK 71, PAGEs 63-65,
A DISTANCE OF 316.79 FEET TO A POINT ON THE WESTERLY BOUNDARY LINE OF. SELVA MARINA
UNIT NO. 4, AS RECORDED IN PLAT BOOK 30, PAGE 28, OF THE CURRENT PUBLIC RECORDS OF
DUVAL COUNTY; THENCE SOUTH 11'56'50" EAST, ALONG THE WESTERLY LINE OF LAT SAID LANDS,
A DISTANCE OF 42.57 FEET TO THE POINT OF A CURVE TO THE RIGHT, SAID CURVE BEING
CONCAVE WESTERLY, HAVING A RADIUS OF 4235.83 FEET; THENCE ALONG SAID CURVE, AN ARC
LENGTH OF 407.45 FEET, HAVING A CHORD BEARING AND DISTANCE OF SOUTH 0'11'25" EAST,
407.28 FEET TO THE SOUTHWESTERLY CORNER OF SAID OFFICIAL RECORDS BOOK 7r , PAGES 196,
197 AND 198; THENCE NORTH 83'42'00" EAST, ALONG THE SOUTHERLY LINE OF LAST SAID LANDS,
A DISTANCE OF 25.00 FEET TO A POINT ON THE WESTERLY LINE OF SELVA MARINA UNIT NO. 3, AS
RECORDED IN PLAT BOOK 29, PAGE 27, OF THE CURRENT PUBLIC RECORDS OF SAID DUVAL
COUNTY; THENCE SOUTH 06'18'00" EAST, ALONG THE WESTERLY LINE OF SAID SEL MARINA UNIT
NO. 3 A DISTANCE OF 110.00 FEET TO A POINT ON THE NORTHERLY LINE OF THOSE LANDS
DESCRIBED IN OFFICIAL RECORDS BOOK 528, PAGE 283; THENCE SOUTH 83'42'00' WEST, ALONG
THE NORTHERLY LINE OF LAST SAID LANDS, A DISTANCE OF 25.00 FEET; THENCE S UTH 06'18'00"
EAST, ALONG THE WESTERLY LINE OF SAID OFFICIAL RECORDS BOOK 528, PAGE 2 3, A DISTANCE
OF 40.00 FEET TO THE POINT OF BEGINNING.
PARCEL DESCRIPTION
40' GREENWAY EASEMENT
A PORTION OF SECTIONS 16 AND TT, 70WNSHTP 2 SOUTH, RANGE 29-EAST-DUVAL COUNTY, F ORIDA: BEING A
PORTION OF THOSE LANDS DESCRIBED IN OFFICIAL RECORDS VOLUME 13654, PAGE 262, OF THE URRENT PUBLIC
RECORDS OF SAID DUVAL COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBE AS FOLLOWS:
FOR A POINT OF REFERENCE, COMMENCE AT THE SOUTHWESTERLY CORNER OF LOT 6, AS SHOWN ON
THE PLAT OF SELVA PRESERVE, AS RECORDED IN PLAT BOOK 71, PAGES 6-' , OF SAID CURRENT
PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, THENCE NORTH 83'54'53' EAST, 60.00 FEET; THENCE
NORTH 40'49'44" EAST, 41.58, TO THE NORTHERLY LINE OF LOT 6 AS SHOWN ON THE' SAID PLAT OF
SELVA PRESERVE, THENCE NORTH 78'03'10" EAST, ALONG THE NORTHERLY LINE OF OT 6 OF THE
AFOREMENTIONED PLAT OF SELVA PRESERVE, 276.79 FEET, TO THE POINT EGINNING OF
HEREIN DESCRIBED EASEMENT, THENCE LEAVING LAST SAID LINE, NORTH 14'30'07" WES 80.08 FEET;
THENCE NORTH 20'17'26" WEST, 114.11 FEET; THENCE NORTH 25'22'12" WEST, 68.23 FEET; THENCE
NORTH 09'48'21" WEST, 67.59 FEET; THENCE NORTH 15'49'40" WEST, 73.36 FEET, TO HE SOUTHERLY
LINE OF OFFICIAL RECORDS VOLUME 7910, PAGE 958, THENCE NORTH 78'03'10" EAST A'ONG THE SAID
SOUTHERLY LINE OF OFFICIAL RECORDS VOLUME 7910, PAGE 958, 40.00 EET TO THE
APPROXIMATE TOP OF BANK OF SHERMAN CREEK CANAL, THENCE LEAVING LAST S ID LINE, AND
FOLLOWING THE APPROXIMATE TOP OF BANK OF SHERMAN CREEK CANAL, THE FOLLO ING COURSES,
SOUTH 15'49'40" EAST, 73.36 FEET; THENCE SOUTH 09'48'21" EAST, 67.59 FEET; THENCE SOUTH
25'22'12" EAST, 68.23 FEET; THENCE SOUTH 20'17'26" EAST, 114.11 FEET; THENCE S UTH 14'30'07"
EAST, 80.08 FEET, TO THE NORTHERLY LINE OF LOT 6 OF THE AFOREMENTIONED P T OF SELVA
PRESERVE, RECORDED IN PLAT BOOK 71, PAGES 63-65, THENCE SOUTH 78'03'10" W ST, DEPARTING
SAID TOP OF BANK OF SHERMAN CREEK CANAL AND ALONG THE AFOREMENTIONED NO RT ERLY LINE OF
LOT 6, 40.00 FEET TO THE POINT OF BEGINNING.
CONTAINING 0.37 ACRES MORE OR LESS
- _ DENOTES TELEPHONE RISER
PROJECT No: C-16-2466
SOUTHER RE��RDS
0 o
958
VOLUME 7910' PAGE
1
1
\ LOT
\FLpODWAY _ � � 1
1" E
N \
O14SERVA1i0N
m
11
LOT a 11
1
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LEGEND / ABBREVIATIONS
® ______________DENOTES
SET 4"X4" CONCRETE MONUMENT, STAMPED LB 6979
D
83'42'00" W <
DENOTES FOUND CONCRETE MONUMENT, LB 120
LINE TABLE
DENOTES FOUND 1/2" REBAR LS 5488
O __________________________________DENOTES
FOUND 1/2" IRON PIPE NO ID.
O --------------------------------------
DENOTES FOUND 1/2" REBAR NO ID.
0 --------------------------------
FOUND 1/2" IRON PIPE LB 3857
O -------------------------------------DENOTES
FOUND 1/2" REBAR LB 120
®___________________________________DENOTES
SET 1/2" IRON PIPE LB 6979
m ___________________________________DENOTES
MAG NAIL AND DISK L.B. 6979
LB ----------------------------------------------------LICENSED
BUSINESS
P.C-----------------------------------------------------
POINT OF CURVATURE
P.T.------------------------------------------------------POINT
OF TANGENT
P.R.C.-------------------------------
-------POINT OF REVERSE CURVE
N 1955646.23
STATE PLAIN COODINATE PAIR
E 557877.72
__________________DENOTES
ORB -----------------------------------------------OFFICIAL
RECORDS BOOK
(D)----------------------------------------------------------DENOTES
DEED
(M) ------------------------------------------------------DENOTES
MEASURED
MES __.._
.__ __.._. ..................MITERED END SECTION
CM
.__. _..__. _.... _._._CONCRETE MONUMENT
D.A.L. --------------------------------------
DENOTES DEVELOPMENT AREA LINE
C12
..........DENOTES CURB INLET GRATE W/HOOD
I
................DENOTES FIBERGLASS STREET LIGHT
QS -.__.
-_..... __.... _.__. ...........DENOTES SANITARY MANHOLE
p0 -.--
-._-_. ____. __._ ..........DENOTES SEWER VALVE BOX
c,+➢
Q G 1
._.......DENOTES WATER VALVE BOX
....
..__... ._._._. _....._. __._.DENOTES FIRE HYDRANT
STOP
-- -- ------DENOTES STOP SIGN
-a- ._._
_ __ ..__ ... DENOTES SPEED LIMIT SIGN
MPH
1'13'08"
1'00'55"
1'00'53"
0'32'18"
0'35'15"
2'49'58"
1'54'46"
1'57'47"
- _ DENOTES TELEPHONE RISER
PROJECT No: C-16-2466
SOUTHER RE��RDS
0 o
958
VOLUME 7910' PAGE
1
1
\ LOT
\FLpODWAY _ � � 1
1" E
N \
O14SERVA1i0N
m
11
LOT a 11
1
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oo, 0 7
O
Z 1
Z o
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U1
�13 0 2 1
a rn� to �r. �', 1 U1 NW 0 7 I
POINT OF £ m -
_ 1
M 50 Tl8"
BYw`Y C PIPE
RENw
NUl6979
1
r - --�t- UNIT No• 1 I J
LINK$1DE I LOT' \ NJ
I SELVA 44 PAGE 23A
PLAT B00 0
LOT SD W 7 l
I \ 316.79 1 1
I
I LOT 79 \ I 1 7903'70" 1 1 SET B"6g7C m
SET 0979 5 I 1 p1PE P• I
I PIPE LB \ I 1 1
IIOo,[NT OFS 70.0395 W \ 1
C MENCEAfENT �T ° \ 1\ $ _ I
_ f 9 REMAINDER \ 5
WIDE
GREENWAY of L01 6 1 4p. \ \ ZZs, 1 LOT
EasEMENT p4 LOT s N.S 8554'53" W 4j.$g 4¢,• E \ \ R"1
SCLI"ESTFSRELVACPNESENVt" \
I FOUND 1 3857RON --. 60.00 1 NORIMERCY 7 11 I
I PIPE LB
4•/9'40. E r'A*
CONCRETE
CONCREE DRIVEW140.00,
AY
4000AY RONIJVD
PPE02"
1
-
I LOTS
I j A.
� aAD9 FOR xTRACT "A" a \ \
coes �
\"0 P� I
rv� y ti
OFFICIAL RECORDS o
K 13654 PAGE 262 00���'0
600 G
-o
ate,°
v�
80 40 0 80 160
SCALE IN FEET
1" = 80'
P \
�g I
� o
\ \G UTY I I �\ 1 511
� LoT 4 1
`°T` I �� J 1 �m I
OUND 12120 1 ;0 O
P.T. E\R L \ II
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LP
00
LOT 3
I LOT s \ -- - -
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0 YACA 52 yRED -
R BAR
LESS\
IPA I
LOT
I 2
LOT 2
SOUTHERWESTLY CORNER,
4 RE 196DTO
OFFICIA198
BOOK 77, PA ES
N 832500' E -
i \ I io OA
,� �E RNER N61 SE1 �z v
L07
PIPE ILB 6979 WESTERLY LINE OF c O
\ d FoNoe 72 `�P:a \ I -PAGESELVA MARINA 27 �
001
- m PLAT BO
41 IT 3
OK 29mo m
- V1
X v o m N
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s \y oo LOT 1
A
CONSERVATION I NORTHERLY LINE, cT=
I I
\ EASEMENT
< ` S 83.42'00" W OFFICIAL RECORDS
OOK 528, PAGE 283 o II O
CORNER NOT SET T
IP.. FUND 1/2"0 D 5 06'18'00" E
IR N Pip N
CURVE TABLE
p
D
83'42'00" W <
o
LINE TABLE
p UND 1 [2
NO I.D.
CURVE
o
1
ARC
95.55'
CHORD
68.52'
CH BEARING
N 23'44'11" W
LINE
L1
CPcd
1
C1 156'24'48
_
E
1P
16.56'
62.30'
32.68'
26.62'
77.26'
48.58'
28.68'
18.16'
32.83'
15.73'
54.40'
31.51'
28.75'
76.93'
48.49'
28.67'
18.12'
32.77'
m N
B
1 EDTRe
1 �I
O• a 'F�pl
C3 101'59'32'
-- 1
-
71
C6 18'26'40"
PAa832 TNRW
Q OI
f
C10 11'45'24"
co
0'00'54"
25.00'
39.28'
35.36'
N 51'18'00" W
L12
N58'25'02"E
19.96
C12
2'00'00"
'09'44"
4'50'16"
3.04'05"
I
67.02'
28.55'
56.89'
10.13'
41.68'
38.84'
80.52'
84.02'
1 LOT e l
1 CONSERVATION
1 EAS�ME%
_
? ��,
p O ?A
wl�+
O O
c,+➢
Q G 1
POINT OF £ m -
_ 1
M 50 Tl8"
BYw`Y C PIPE
RENw
NUl6979
1
r - --�t- UNIT No• 1 I J
LINK$1DE I LOT' \ NJ
I SELVA 44 PAGE 23A
PLAT B00 0
LOT SD W 7 l
I \ 316.79 1 1
I
I LOT 79 \ I 1 7903'70" 1 1 SET B"6g7C m
SET 0979 5 I 1 p1PE P• I
I PIPE LB \ I 1 1
IIOo,[NT OFS 70.0395 W \ 1
C MENCEAfENT �T ° \ 1\ $ _ I
_ f 9 REMAINDER \ 5
WIDE
GREENWAY of L01 6 1 4p. \ \ ZZs, 1 LOT
EasEMENT p4 LOT s N.S 8554'53" W 4j.$g 4¢,• E \ \ R"1
SCLI"ESTFSRELVACPNESENVt" \
I FOUND 1 3857RON --. 60.00 1 NORIMERCY 7 11 I
I PIPE LB
4•/9'40. E r'A*
CONCRETE
CONCREE DRIVEW140.00,
AY
4000AY RONIJVD
PPE02"
1
-
I LOTS
I j A.
� aAD9 FOR xTRACT "A" a \ \
coes �
\"0 P� I
rv� y ti
OFFICIAL RECORDS o
K 13654 PAGE 262 00���'0
600 G
-o
ate,°
v�
80 40 0 80 160
SCALE IN FEET
1" = 80'
P \
�g I
� o
\ \G UTY I I �\ 1 511
� LoT 4 1
`°T` I �� J 1 �m I
OUND 12120 1 ;0 O
P.T. E\R L \ II
a, -;a
LP
00
LOT 3
I LOT s \ -- - -
c F UNO
'A.
0 YACA 52 yRED -
R BAR
LESS\
IPA I
LOT
I 2
LOT 2
SOUTHERWESTLY CORNER,
4 RE 196DTO
OFFICIA198
BOOK 77, PA ES
N 832500' E -
i \ I io OA
,� �E RNER N61 SE1 �z v
L07
PIPE ILB 6979 WESTERLY LINE OF c O
\ d FoNoe 72 `�P:a \ I -PAGESELVA MARINA 27 �
001
- m PLAT BO
41 IT 3
OK 29mo m
- V1
X v o m N
0o m I y
vW r7
s \y oo LOT 1
A
CONSERVATION I NORTHERLY LINE, cT=
I I
\ EASEMENT
< ` S 83.42'00" W OFFICIAL RECORDS
OOK 528, PAGE 283 o II O
CORNER NOT SET T
IP.. FUND 1/2"0 D 5 06'18'00" E
TerryDur_def1, Florida PSM #5261
Not Valid6thout7lie Signo-Wre And Original Raised
Seal Of A Florida Licensed Surveyor & Mapper
IR N Pip N
CURVE TABLE
m
6-FWooS
D
83'42'00" W <
LINE TABLE
p UND 1 [2
NO I.D.
CURVE
i DELTA
RADIUS
35.00'
ARC
95.55'
CHORD
68.52'
CH BEARING
N 23'44'11" W
LINE
L1
BEARING
583'41'21"W
LENGTH
27.15
C1 156'24'48
C23'15'58"
3'29'57"
8'29'35"
6'50'52"
15.00'
35.00'
35.00'
35.00'
240.00'
240.00'
240.00'
76.00'
160.00'
16.56'
62.30'
32.68'
26.62'
77.26'
48.58'
28.68'
18.16'
32.83'
15.73'
54.40'
31.51'
28.75'
76.93'
48.49'
28.67'
18.12'
32.77'
S 22'50'30" W
S 23'18'14" E
S 47'33'02" E
S 03'26'44" E
1 S 33'31'50" E
S 36'56'46" E
S 27'43'26" E
S 31'08'45" E
S 32'07'42" E
12
L3
L4
L5
L6
L7
L8
L9
L10
L11
N29'15'48"W
N15'14'58"W
N54'22'55"W
N24'00'02"W
N17'25'08"W
N32'21'08"W
N15'1O'39"W
N56' 1'25"W
N56'1 0'25"W
NO2'57'29"W
20.06
41.30
23.56
23.94
35.95
28.37
52.50
14.36
8.33
74.90
C3 101'59'32'
C4
C5
C6 18'26'40"
C7 11'35'48"
C8
C9 1'3'41'30"
C10 11'45'24"
C11
0'00'54"
25.00'
39.28'
35.36'
N 51'18'00" W
L12
N58'25'02"E
19.96
C12
2'00'00"
'09'44"
4'50'16"
3.04'05"
120.00'
116.85'
120.00'
120.00'
200.00'
200.00'
200.00'
4235.83'
67.02'
28.55'
56.89'
10.13'
41.68'
38.84'
80.52'
84.02'
66.15'
28.48'
56.36'
10.13'
41.60'
38.78'
79.98'
84.02'
N 22'18'00" W
N 31'18'00' W
S 19'52'50" E
S 35'52'50" E
N 30'16'09" W
N 41'48'12" W
N 35'50'00" W
S 10'47'24" E
L13
L14
L15
L16
L17
L18
L19
L20
L21
N14*37'09"E
N12'08'52"W
N31'37'14"W
S78'03'1 0"W
S78'03'10"W
N69'59'19"W
N69'32'53"W
N30-D1,1O"W
N12'02'34"W 1
28.90
73.99
51.45
10.62
47.74
28.34
42.12
60.41
159.96
C13 14'00'00"
C14 2'
C15
C16 11'56'24"
C17 11'07'41"
C18
C19 01'08'11"
C20 C,
1'13'08"
1'00'55"
1'00'53"
0'32'18"
0'35'15"
2'49'58"
1'54'46"
1'57'47"
4235.83'
4235.83'
4235.83'
4235.83'
4235.83'
160.00'
4175.79'
4235.83' 1
90.11'
75.06'
75.02'
39.80'
43.44'
7.91'
139.42'
407.44 1
90.11'
75.06'
75.02'
39.80'
43.44'
7.91'
139.41'
407.28'
S 09'36'45" E
S 08'29'43" E
S 07'28'49" E
S 06'42'14" E
S 11'39'08" E
S 24'50'01" E
S 10'59'22" E
S 09'11'25" E
L22
L23
L24
L25
L26
L27
L28
L29
L30
L31
NOO'54'25"E
NI1'56'50"W
N48'44'53"E
N11'56'50"W
N78'03'101
N1 1'56'31"W
N83'41'17"E
S37'43'11"E
S13 -59'30"E 1
I S09'01'45"E 1
18.13
62.36
30.65
65.00
25.00
1.41
8.61
16.89
20.62
18.89
C 2 C
C22 C
C23 C
C24
C25
C26
C27
TerryDur_def1, Florida PSM #5261
Not Valid6thout7lie Signo-Wre And Original Raised
Seal Of A Florida Licensed Surveyor & Mapper
OFP- 8. PAGE 283
11 TH STREET PA VED)
(VARIABLE WIDTH RIGHT-OF-WAY,
NOTES:
1.) BEARINGS ARE BASED ON THE NORTHERLY RIGHT-OF-WAY LINE OF 11TH STREET (S 83'42'00" W) AND
REFERS TO THE PLAT. OF SELVA LINKSIDE UNIT 1 MAP BOOK 44 PAGE 23A.
2.) IN PREPARING THIS SKETCH, REFERENCE WAS MADE TO THE FOLLOWING: A) BOUNDARY SURVEY PREPARED BY
ASSOCIATED SURVEYS INC, PROJECT NUMBER 65718BNDY, DATED 11/24/2015.
3.) THE DESCRIPTION SHOWN HEREON WAS PREPARED FROM THIS SKETCH.
4.) ACCORDING TO THE DUVAL COUNTY GIS WEB SITE, THE SUBJECT PROPERTY SHOWN LIES IN FLOOD ZONE AE
(BASE FLOOD ELEVATION 6 FEET, NATIONAL GEODETIC VERTICAL DATUM OF 1929), NUMBER 12031 CO409H, DATED
6/6/2013.
5.) PURSUANT TO THAT CERTAIN APPROVAL OF THE REPLAT OF SELVA PRESERVE BY THE CITY
OF ATLANTIC BEACH ON JUNE 1 1 , 2018, SAID APPROVAL CONTINGENT ONLY UPON CONVEYANCE AND
PURCHASE OF THE SUBJECT PARCEL AND GREENWAY EASEMENT SHOWN HEREON, THE LOTS (1,2,3,4,5
AND A PORTION OF 6), THE CONSERVATION EASEMENT, THE UPLAND BUFFER AND 60' BUFFER EASEMENT AND
ESTRELLA LANE, LOCATED WITHIN THE SUBJECT PARCEL AS SHOWN HEREON, SHALL, UPON RECORDATION
IN THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, CEASE TO EXIST.
CERTIFIED TO:
CITY OF ATLANTIC BEACH
LEWIS LONGMAN AND WALKER, P.A.
FIRST AMERICAN TITLE INSURANCE COMPANY
BRANCH BANKING AND TRUST COMPANY
HOLLAND AND KNIGHT LLP
GEOMATICS CORP.
SURVEYING -MAPPING -GPS
2804 N. FIFTH STREET, UNIT 101
ST. AUGUSTINE, FL 32084
PHONE (904) 824-3086 FAX (904) 824-5753
LICENSED BUSINESS
FLORIDA /6979 GEORGIA #939
SOUTH CAROLINA #3387 ALABAMA #794
NORTH CAROLINA COA #3752
PROJECT No: C-16-2466
SURVEY DATE: 07-02-2018
CAD FILE: 16-2466.DWG
CHECKED BY: T. DURDEN
DRAWN BY: A. LAND
FIELD WORK: J. DURDEN
FB: 18-09 PG.: 36
IR N Pip N
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4"
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BASIS OF BEARING
CM LB
C�7 P.C. 175.00 GRASS
3.42'00 W DRIVEWAY
CONCRETE S 83
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SDT,7NER ESTTLY C 5
COMMENCEMENT
OFP- 8. PAGE 283
11 TH STREET PA VED)
(VARIABLE WIDTH RIGHT-OF-WAY,
NOTES:
1.) BEARINGS ARE BASED ON THE NORTHERLY RIGHT-OF-WAY LINE OF 11TH STREET (S 83'42'00" W) AND
REFERS TO THE PLAT. OF SELVA LINKSIDE UNIT 1 MAP BOOK 44 PAGE 23A.
2.) IN PREPARING THIS SKETCH, REFERENCE WAS MADE TO THE FOLLOWING: A) BOUNDARY SURVEY PREPARED BY
ASSOCIATED SURVEYS INC, PROJECT NUMBER 65718BNDY, DATED 11/24/2015.
3.) THE DESCRIPTION SHOWN HEREON WAS PREPARED FROM THIS SKETCH.
4.) ACCORDING TO THE DUVAL COUNTY GIS WEB SITE, THE SUBJECT PROPERTY SHOWN LIES IN FLOOD ZONE AE
(BASE FLOOD ELEVATION 6 FEET, NATIONAL GEODETIC VERTICAL DATUM OF 1929), NUMBER 12031 CO409H, DATED
6/6/2013.
5.) PURSUANT TO THAT CERTAIN APPROVAL OF THE REPLAT OF SELVA PRESERVE BY THE CITY
OF ATLANTIC BEACH ON JUNE 1 1 , 2018, SAID APPROVAL CONTINGENT ONLY UPON CONVEYANCE AND
PURCHASE OF THE SUBJECT PARCEL AND GREENWAY EASEMENT SHOWN HEREON, THE LOTS (1,2,3,4,5
AND A PORTION OF 6), THE CONSERVATION EASEMENT, THE UPLAND BUFFER AND 60' BUFFER EASEMENT AND
ESTRELLA LANE, LOCATED WITHIN THE SUBJECT PARCEL AS SHOWN HEREON, SHALL, UPON RECORDATION
IN THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, CEASE TO EXIST.
CERTIFIED TO:
CITY OF ATLANTIC BEACH
LEWIS LONGMAN AND WALKER, P.A.
FIRST AMERICAN TITLE INSURANCE COMPANY
BRANCH BANKING AND TRUST COMPANY
HOLLAND AND KNIGHT LLP
GEOMATICS CORP.
SURVEYING -MAPPING -GPS
2804 N. FIFTH STREET, UNIT 101
ST. AUGUSTINE, FL 32084
PHONE (904) 824-3086 FAX (904) 824-5753
LICENSED BUSINESS
FLORIDA /6979 GEORGIA #939
SOUTH CAROLINA #3387 ALABAMA #794
NORTH CAROLINA COA #3752
PROJECT No: C-16-2466
SURVEY DATE: 07-02-2018
CAD FILE: 16-2466.DWG
CHECKED BY: T. DURDEN
DRAWN BY: A. LAND
FIELD WORK: J. DURDEN
FB: 18-09 PG.: 36