763 Atlantic Boulevard SURVEY 11.13.2019X9.69
R.S.N.S. LLC
OFFICIAL RECORDS BOOK 17017, PAGE 1941
EXCEPTION
1 ADJACENT BUILDING
SO®41'22"E
f - `LAND DESCRIBED IN OFFICIAL
RECORDS BOOK 18928, PAGE 1841
FOUND 1/2" IRON (
N89*13'58"E 175.00' IRON TO MAGNAIL) 4.50'
4" CONCRETE 30" TANK-
x11.86
PIPE, LB36722 N
P N8901358»E 11 7.00' A/C
CURB ~
ANDFOUNDISK, L83672
D MAG NAIL 11.82
x11.7
y
0°t"x9.8 10.7^
CONCRETE x11.68
10.2 X CONCRETE 11.89 31.65 X11.74 X11.7 >: 11 40 FREEZER 11.9 91.77
pm BENCHMARK: SET MAGNAIL IN
r , X11.5 11.71 11.6 L_.= X73.413.65 X11. -"' 0.1' 1•B 12.43 X12.4
12.43 N 12.1. EDGE OF PAVEMENT
i.'P
0 L a4 i A. 0.8 12.8 X 1. 1.7fi
o CONCRETE CON ¢-
t 5
TE ELEVATION = 11.93' NAVDCPOBJ4HU20.4' w 16.6' W w
20.0'
w o 12.14 12.32 X12.33 7
1988 DATUMCflW10.8
1 '
1 O CONCRETE 6 soX10.8
OD I, 45.8' 6' WOOD 51
72.42
rBRICK `
1.0 `
O JOINT of 1 , »
FENCE ' 2.9 r x11.95
TELEPHONE
x N 89'13 58 E 58.00 2 1
x12.1
BOX BEGINNING /
14"P LM EXCEPTION eQ !
6' CHAIN LIN < /
i0. FE CE X1 1q•
tO ry
4• 1 STORY STUCCO BLIILDING .Q' z I
ASPH.A.j.8 / _ NUMBER 763 - / O -x11.77 0 _ f
W O
12.04
G Ti 2.8' 2.1 II= I= /
t 10.15 w FINISHED FLOOR
Of
12.72' 81.4' _ _
eQ \ N O WO_ O /
X9
ROOF F3V2 AIVO _ _ FROOF OVERHANG 12.71 ~ i ? m ! x12.1Of
o I I FINISHED FLOOR 11.97' ro .•, 12.64 }4 N d w/
c 8.5' 36.6' 8.6,
LE 28.6' j 7 9.I w 'c - -
ji
m
15 10.32 + 1
y _ _
imDF VERJ9AHG_ - - x x17.90/ 0 `w'
m_
nII ;
x11_51 12.5 ,.
2
v w
11
moI
X12 22 x32.21 12.26 12.33 0 0 12.8 12.17
X12.241
1,
x12.1 X12.03 li 3 (r
z -n> 10.20 'r 91.30
37 6 0
CONCRETE Q 12.30 12.77 ^ 12.69 2.21
II D 1411 Z 12.32 12.76
x12.9 x12.4 e
m - _ ,. , 2.72
l tR -I r1t 12.27 12.6 12.65., LL
12.15^ c' C z _a .
ice _ X 12.11
X12. 8D3' 12.4 v
X Z ` 10.12 rZ\ - Q
pp D ^' / DX11.9D `' 72 X12:05- X11.92 t1
F
1 11.80 u
Z i \ CONK TETE 1,
X11.80 , X12.20 f
P O ! CONCRETE
11.82.a' X12.13 "`
x t.93
X12.27 X2. 31 >_
54 p 110.05 x14} < x11.19 x11.40 X11.55. X11.62 X11.66
11.75x
112.44
12:89 X12.23 Q
12.9b.21
1 0 12.3
12L
39
3LL
D 0 `
x11.7
LP X12.31 32.$3 12.87
121J.
4J L
3 x ! CONCRETE ®
12.44 x32.3 2.45 39
O
0 0 10.41 104497 12.04 12.42 12.85 >
N ! 2.45
03 ? yF9 fl _ - - - x12.2
12.4X
12.$6 xit
a I O 15' LM 12.50x >
z o x10.9'O . 13"PAL"PALM 12.64 12.4 12.33
O 12.56 13.05 -i
m a c GB 11.30 2,x-9- --12-. 12.51 x12.211.34X
X10.$4 11. 11.10 11.44 2.23 12.48 _
xlhp x11.
5L'
10.95
11.87 1 1 X x31.8
112-x12
1dETAL - j? CONCRETE
I
AP SHOWING SURVEY OF
A PART OF THE CASTRO-Y-FERRER GRANT, SECTION 38, TOWNSHIP 2 SOUTH,
RANGE .29 EAST, IN THE CITY OF ATLANTIC BEACH, DUVAL COUNTY, FLORIDA;
AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE INTERSECTION OF THE NORTH RIGHT OF WAY LINE OF
ATLANTIC BOULEVARD (STATE ROAD NO. A -1-A, A 100 FOOT RIGHT OF WAY)
WITH THE EAST LINE OF SAID SECTION 38; THENCE RUN SOUTH 89'13'58"
WEST ALONG SAID NORTHERLY RIGHT OF WAY LINE OF ATLANTIC BOULEVARD
639.90 FEET FOR THE POINT OF BEGINNING; THENCE CONTINUE ALONG SAID
NORTHERLY RIGHT OF WAY LINE A DISTANCE OF 175.00 FEET TO ITS
INTERSECTION WITH THE EASTERLY RIGHT OF WAY LINE OF ROYAL PALMS
DRIVE EXTENSION (A 60 FOOT RIGHT OF WAY .AS NOW ESTABLISHED); THENCE
RUN NORTH 00'41'22" WEST ALONG SAID EASTERLY RIGHT OF WAY UNE A
DISTANCE OF 125.00 FEET, THENCE RUN NORTH 89'1.3'58" EAST, A DISTANCE
OF 175.00 FEET; THENCE RUN SOUTH 00'41'22" EAST, A DISTANCE OF 125.00
FEET TO THE POINT OF BEGINNING; SAID PARCEL CONTAINING 0.50- ACRES,
MORE OR LESS, COUNTY OF DUVAL, STATE OF FLORIDA.
LESS AND EXCEPT THE FOLLOWING DESCRIBED PARCEL OF LAND
PART OF THE CASTRO Y. FERRER GRANT, SECTION 38, TOWNSHIP 2 SOUTH,
RANGE 29 EAST, DUVAL COUNTY, FLORIDA AND BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
COMMENCE AT THE NORTHERLY RIGHT-OF-WAY LINE OF ATLANTIC_ BOULEVARD
AS NOW ESTABLISHED WITH THE EASTERLY RIGHT-OF-WAY LINE OF ROYAL
PALM DRIVE AS NOW ESTABLISHED; THENCE NORTH 00 DEGREES 41'22" WEST
125.00 FEET ALONG SAID EASTERLY RIGHT-OF-WAY LINE; THENCE NORTH 89
DEGREES 13' 58" EAST 117.00 FEET TO THE POINT OF BEGINNING; THENCE
CONTINUE NORTH 89 DEGREES 13' 58" EAST A DISTANCE OF 58 FEET THENCE
SOUTH 00 DEGREES 41' 22" EAST, A DISTANCE OF 4.50 FEET; THENCE SOUTH
89 DEGREES 13' 58" WEST, A DISTANCE OF 58.00 FEET; THENCE NORTH 00
DEGREES 41 MINUTES 22 SECONDS WEST A DISTANCE OF 4.50 FEET TO THE
POINT OF BEGINNING.
Qc 10.5
r°
X9.75
9.3
9.3.
9.'<
CONCRETE
14.7 10.6x LID 3
O
X11.2
O
POUN J > 9:76 11 s"PALM
4
210.20'
T
X9.67 N 9.3
9.;
O
O C
7 D
11.1 NO CAP 14a 11.09 1.D7
O d,
X9.75
9.,'
9'
w
D
I N
11.03 589 13'S8"W 639.90'
to
REBAR, 9.74
FOOT 9.77
cn
t C.51
OU)
C mr
x9.90 Q 9.
00
1.02 11.40 0
O N
O<
T
4- 9.
1 t O 9.
10.3710.4 10
X1.
07 9.
11.0
1 :9141 p POP
9,
R.S.N.S. LLC
OFFICIAL RECORDS BOOK 17017, PAGE 1941
EXCEPTION
1 ADJACENT BUILDING
SO®41'22"E
f - `LAND DESCRIBED IN OFFICIAL
RECORDS BOOK 18928, PAGE 1841
FOUND 1/2" IRON (
N89*13'58"E 175.00' IRON TO MAGNAIL) 4.50'
4" CONCRETE 30" TANK-
x11.86
PIPE, LB36722 N
P N8901358»E 11 7.00' A/C
CURB ~
AND FOUNDISK, L83672
D MAG NAIL 11.82
x11.7
y
0°t"x9.8 10.7^
CONCRETE x11.68
10.2 X CONCRETE 11.89 31.65 X11.74 X11.7 >: 11 40 FREEZER 11.9 91.77
pm BENCHMARK: SET MAGNAIL IN
r , X11.5 11.71 11.6 L_.= X73.413.65 X11. -"' 0.1' 1•B 12.43 X12.4
12.43 N 12.1. EDGE OF PAVEMENT
i.'P
0 L a4 i A. 0.8 12.8 X 1. 1.7fi
o CONCRETE CON ¢-
t 5
TE ELEVATION = 11.93' NAVDCPOBJ4HU20.4' w 16.6' W w
20.0'
w o 12.14 12.32 X12.33 7
1988 DATUMCflW10.8
1 '
1 O CONCRETE 6 soX10.8
OD I, 45.8' 6' WOOD 51
72.42
rBRICK `
1.0 `
O JOINT of 1 , »
FENCE ' 2.9 r x11.95
TELEPHONE
x N 89'13 58 E 58.00 2 1
x12.1
BOX BEGINNING /
14"P LM EXCEPTION eQ !
6' CHAIN LIN < /
i0. FE CE X1 1q•
tO ry
4• 1 STORY STUCCO BLIILDING .Q' z I
ASPH.A.j.8 / _ NUMBER 763 - / O -x11.77 0 _ f
W O
12.04
G Ti 2.8' 2.1 II= I= /
t 10.15 w FINISHED FLOOR
Of
12.72' 81.4' _ _
eQ \ N O WO_ O /
X9
ROOF F3V2 AIVO _ _ FROOF OVERHANG 12.71 ~ i ? m ! x12.1Of
o I I FINISHED FLOOR 11.97' ro .•, 12.64 }4 N d w/
c 8.5' 36.6' 8.6,
LE 28.6' j 7 9.I w 'c - -
ji
m
15 10.32 + 1
y _ _
imDF VERJ9AHG_ - - x x17.90/ 0 `w'
m_
nII ;
x11_51 12.5 ,.
2
v w
11
moI
X12 22 x32.21 12.26 12.33 0 0 12.8 12.17
X12.241
1,
x12.1 X12.03 li 3 (r
z -n> 10.20 'r 91.30
37 6 0
CONCRETE Q 12.30 12.77 ^ 12.69 2.21
II D 1411 Z 12.32 12.76
x12.9 x12.4 e
m - _ ,. , 2.72
l tR -I r1t 12.27 12.6 12.65., LL
12.15^ c' C z _a .
ice _ X 12.11
X12. 8D3' 12.4 v
X Z ` 10.12 rZ\ - Q
pp D ^' / DX11.9D `' 72 X12:05- X11.92 t1
F
1 11.80 u
Z i \ CONK TETE 1,
X11.80 , X12.20 f
P O ! CONCRETE
11.82.a' X12.13 "`
x t.93
X12.27 X2. 31 >_
54 p 110.05 x14} < x11.19 x11.40 X11.55. X11.62 X11.66
11.75x
112.44
12:89 X12.23 Q
12.9b.21
1 0 12.3
12L
39
3LL
D 0 `
x11.7
LP X12.31 32.$3 12.87
121J.
4J L
3 x ! CONCRETE ®
12.44 x32.3 2.45 39
O
0 0 10.41 104497 12.04 12.42 12.85 >
N ! 2.45
03 ? yF9 fl _ - - - x12.2
12.4X
12.$6 xit
a I O 15' LM 12.50x >
z o x10.9'O . 13"PAL"PALM 12.64 12.4 12.33
O 12.56 13.05 -i
m a c GB 11.30 2,x-9- --12-. 12.51 x12.211.34X
X10.$4 11. 11.10 11.44 2.23 12.48 _
xlhp x11.
5L'
10.95
11.87 1 1 X x31.8
112-x12
1dETAL - j? CONCRETE
I
AP SHOWING SURVEY OF
A PART OF THE CASTRO-Y-FERRER GRANT, SECTION 38, TOWNSHIP 2 SOUTH,
RANGE .29 EAST, IN THE CITY OF ATLANTIC BEACH, DUVAL COUNTY, FLORIDA;
AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE INTERSECTION OF THE NORTH RIGHT OF WAY LINE OF
ATLANTIC BOULEVARD (STATE ROAD NO. A -1-A, A 100 FOOT RIGHT OF WAY)
WITH THE EAST LINE OF SAID SECTION 38; THENCE RUN SOUTH 89'13'58"
WEST ALONG SAID NORTHERLY RIGHT OF WAY LINE OF ATLANTIC BOULEVARD
639.90 FEET FOR THE POINT OF BEGINNING; THENCE CONTINUE ALONG SAID
NORTHERLY RIGHT OF WAY LINE A DISTANCE OF 175.00 FEET TO ITS
INTERSECTION WITH THE EASTERLY RIGHT OF WAY LINE OF ROYAL PALMS
DRIVE EXTENSION (A 60 FOOT RIGHT OF WAY .AS NOW ESTABLISHED); THENCE
RUN NORTH 00'41'22" WEST ALONG SAID EASTERLY RIGHT OF WAY UNE A
DISTANCE OF 125.00 FEET, THENCE RUN NORTH 89'1.3'58" EAST, A DISTANCE
OF 175.00 FEET; THENCE RUN SOUTH 00'41'22" EAST, A DISTANCE OF 125.00
FEET TO THE POINT OF BEGINNING; SAID PARCEL CONTAINING 0.50- ACRES,
MORE OR LESS, COUNTY OF DUVAL, STATE OF FLORIDA.
LESS AND EXCEPT THE FOLLOWING DESCRIBED PARCEL OF LAND
PART OF THE CASTRO Y. FERRER GRANT, SECTION 38, TOWNSHIP 2 SOUTH,
RANGE 29 EAST, DUVAL COUNTY, FLORIDA AND BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
COMMENCE AT THE NORTHERLY RIGHT-OF-WAY LINE OF ATLANTIC_ BOULEVARD
AS NOW ESTABLISHED WITH THE EASTERLY RIGHT-OF-WAY LINE OF ROYAL
PALM DRIVE AS NOW ESTABLISHED; THENCE NORTH 00 DEGREES 41'22" WEST
125.00 FEET ALONG SAID EASTERLY RIGHT-OF-WAY LINE; THENCE NORTH 89
DEGREES 13' 58" EAST 117.00 FEET TO THE POINT OF BEGINNING; THENCE
CONTINUE NORTH 89 DEGREES 13' 58" EAST A DISTANCE OF 58 FEET THENCE
SOUTH 00 DEGREES 41' 22" EAST, A DISTANCE OF 4.50 FEET; THENCE SOUTH
89 DEGREES 13' 58" WEST, A DISTANCE OF 58.00 FEET; THENCE NORTH 00
DEGREES 41 MINUTES 22 SECONDS WEST A DISTANCE OF 4.50 FEET TO THE
POINT OF BEGINNING.
Qc 10.5
r° Dui -GtNVCRETE 11.30
3D.9x 11.00
CONCRETE
14.7 10.6x LID 3
X11.2 11.Ox POUN J > 9:76 11 s"PALM 11.13
210.20'
X9.86 ° 1 11.1 NO CAP 14a 11.09 1.D7
FOUND 5/8" 9.
11.03 589 13'S8"W 639.90'
REBAR, 9.74
FOOT 9.77
t C.51
CONCRETE SIDEWALK
CONCRETE SIDEWALK" 97713 1.02 11.40 0 11.49 11.43
9. 9 10.1' 0.210 0.23 ` 10.5
10.56
0 4--
X10.6 X10.6
7 t0 6
1D.$
10.73
10.23 10.3710.4 10 1 1
1 14.49
1Fi 11 10. 11.0
1 :9141 p POPX9.65
POINTI
7
9.6 9S, 9.71 p 4.3 30:1 p g
3
p 4 36
4
14 35
70.4 38.43 10.43
1 47 10 39
10.47 10.47
X10.42
1D.5i .¢$ REP
REFERENCE
9.47
9.78 9.74 .89.77 , _ 9.9 . g 14:03 10.1D 1fl.25
175.0®'
1R:
PINT of
EXCEPTION S89'1358" W1 S89'15'02"W 174.77' FIELD) BEGINNING
w - XTi.t3f - X11.11 X11.09 X11.14 x11.12
X10.47 x10.50 X10.31 X10.8911.00
X10.13
LES
co o DENOTES CLEAN-OUT.
FOCR o DENOTES FIBER OPTIC CABLE RISER.
EM Ci DENOTES ELECTRIC METER.
cv m DENOTES GAS VALVE.
AN m DENOTES WATER VALVE.
M0 DENOTES WATER METER.
cM O DENOTES GAS METER.
FH4 DENOTES FIRE HYDRANT.
BFPcm DENOTES BACKFLOW PREVENTER.
DI DENOTES DROP INLET.
OHS DENOTES OVERHEAD UTILITIES.
GA- DENOTES GUY ANCHOR.
DF DENOTES METAL UD FOR DRAIN FIELD.
GP • DENOTES GUARD POST.
CPP a DENOTES CONCRETE POWER POLE.
LPIa DENOTES METAL LIGHT POLE ON CONCRETE BASE.
wLPla DENOTES WOOD LIGHT POLE.
DENOTES SIGN.
HCS- DENOTES HANDICAP PARKING SIGN.
NOT VALID WITHOUT THE SIGNATURE AND
THE ORIGINAL RAISED SEAL OF A FLORIDA
LICENSED SURVEYOR AND MAPPER."
CHECKED BY:
I
i nv_ 2019-1 s39 DRAWN BY: ,ADB
ATLANTIC BOULEVARD
100' RIGHT OF WAY PAVED PUBLIC ROAD
Q 10 2,0 4,0
SCALE: 1" = 20'
2
a
e _
s
rs a2 .si 1_ £s Yf &* ' •SF v o ; r
z,E.:
@.§` 5:l,
PT
4
k =Is
y -W, ss . :..y s em/
B ,: r IE,
941
s $ I
gn
2;-t +n. .
y
4 H 5,5
x
Y ,. d
Yffi
5 ` Y
3<r
VICINITY MAP (NOT TO SCALE)
BOATWRIGHT LAND SURVEYORS, Inc. 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550
NOTES:
1. THIS IS A BOUNDARY AND TOPOGRAPHIC SURVEY.
2. BEARINGS BASED ON THE EAST PROPERTY LINE
BEING S00'41'22"E AS PER DEED,
3. BENCHMARK SHOWN HEREON WAS ESTABLISHED BY
GPS OBSERVATION, USING SPECTRA PRECISION EPOCH
50 L1/L2, RUNNING TRIMBLE VRS SOFTWARE.
4. ALL ELEVATIONS SHOWN HEREON REFER TO NAVD
1988 DATUM. THE CONVERSION FACTOR FROM NAVD
1988 DATUM TO NGVD 1929 DATUM IS +1.096,
ACCORDING TO "VERTICON", FOUND AT
www.ngs.noaa.gov".
5. LB DENOTES LICENSED BUSINESS.
6. -NAVD DENOTES NORTH AMERICAN VERTICAL DATUM.
THE PROPERTY SHOWN HEREON LIES IN FLOOD ZONE
AREA OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN)
AS WELL AS CAN BE DETERMINED FROM THE FLOOD
INSURANCE RATE MAP NUMBER 12031 CO408J, REVISED
NOVEMBER 2, 2018 FOR DUVAL COUNTY, FLORIDA.
THIS SURVEY WAS MADE FOR THE BENEFIT OF
SHAYCORE ENTERPRISES, INC.
BOA
1.
No. 3295
DONN W. BOATWRIGHT, ' M. S -ATE OF
FLORIDA LIC. SURVEYOR and Rx No. L 3 95
FLORIDA LIC. SURVEYING & MAPPING I3S.Rtb• $}cfZ
DATE: NOVEMBER 13,
20191
E7 1 OF 1