1089 ATLANTIC BLVD - DWGSM AP OF
A PART OF THE CASTRO Y FERRER GRANT, SECTION 38,
TOWNSHIP 2 SOUTH, RANGE 29 EAST, DUVAL COUNTY, FLORIDA
OFFICIAL RECORDS VOLUME 3276, PAGE 488
ATLANTIC BOULEVARD
STATE ROAD A -1-A
100' RIGHT OF WAY PAVED PUBLIC ROAD
NOTES:
1. THIS IS AN "AS -BUILT" SURVEY.
2. BUILDING RESTRICTION LINES AS PER PLAT.
3. BENCHMARK USED:
FOUND MAG NAIL AT SOUTHEAST PROPERTY CORNER IN SIDEWALK
AS SHOWN HEREON.
ELEVATION = 10.33 NAVD 1988 DATUM.
4. BOUNDARY SHOWN AS PER SURVEY BY BOATWRIGHT LAND
SURVEYORS DRAWING NUMBER 2015-1631, DATrD OCTOBER 8, 2015.
5. LF DENOTES LINEAR FEET.
"NOT VALID WITHOUT THE SIGNATURE AND
THE ORIGINAL RAISED SEAL OF A FLORIDA
LICENSED SURVEYOR AND MAPPER."
CHECKED BY. -1 FILE: 2016-1450 DRAWN BY: PGP
AS ■ BUILT
INFORMATION PROVIDED BY:
DATE:
NAME: BOATWRIGHT LAND SURVEYORS, INC.
ADDRESS: 1500 ROBERTS DRIVE
JACKSONVILLE BEACH, FLORIDA 32250
PHONE No.: (904) 241-8550
1 HEREBY CERTIFY THAT THE
CHILLED WATER
X PAVEMENT WATER MAIN
X CURB & GUTTER RECLAIMED WATER MAIN
_STORM & DRAINAGE SYSTEM FORCE MAIN
X LAKE OR POND SANITARY GRAVITY SYSTEM
UNDERDRAIN CONNECTIONS LIFT STATION
ARE AT THE HORIZONTAL AND VERTICAL LOCATIONS AS SHOWN ON THESE
"AS -BUILT" DRAWINGS AND MEET THE MINIMUM TECHNICAL STANDARDS FOR
SURVEYING AND MAPPING IN THE STATE OF FLORIDA AS PER CHAPTER
5J-17.051 AND 5J-17.052, FLORIDA ADMINISTRATIVE CODE.
ELECTRONIC DRAWING FILE NAME: 2016-1450
FILE DATE: _
DATE OF FIELD SURVE DECEMBER 13. 201.6 _
SIGNATURE: _
NAME: DONN OATW T, P.S.M. _
FLORIDA REGISTERED SURVEYOR AND
PSM#: MAPPER No. LS 3295 _
THIS REPORT AND DIGITAL FILE ARE NOT FULL AND COMPLETE WITHOUT
THE OTHER AND ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL
RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR AND MAPPER.
TWRIGHT LAND SURVEYORS, Inc. 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 DATE:
1059 Aql • 8 lvc�
3. 2016 111 SHEET 1 OF 1
N 89'19' 35" E
612.45' ° 15
OOD
�X"� X
CE 01 1 126 6' WOOD FENXCE A/C SCALE:
AL)
10' BUILDING RESTRICTION LINE S
CONCRETE 1 • 116 ❑ El ElEl_
DUMMER 29.8' 80.0' 0
2
- 6' WOOD GTE 150
FENCE 11 �1 h 0 CONCRETE Z
i
4t
n CURB AND
6' WOOD m GUTTER
11.
FENCE n I
sj'
1
11 R2 11 g0 `
12'5 CONCRETE
125 N
N
I
O
2
- a GUARD POST2 '
(TYPICAL
D
rROP NLET ';
TOP ELEV.
= 10.86
°
SOUTH.
= 8.47
N' 0 O O
'A
Pik
N OOF DRAIN D
- (TYPICAL) I .� (n r
Il - 1161
ii I `0 N (r1
I1 J
1 0
II
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Il �oIO O
'p' �'' to
C_
II ° N a N W
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j {
,- XII j;"'
11�6II o0�,2. BUILDING NUMBER 1089 "� rn m
f
Z FINISH FLOOR = 12.47 o .
zI gtij �� o' A
11 3' CA
-C
--
Q N
Ni v
it
N
I l y CONCRETE p O
Z o
CURB AND �' m
I I
n
Z7
GUTTER o
Ilo ol
Z�
m
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II 1,, OD
II 116 OOF DRAIN l U'.
1311'
I I 1102 (TYPICAL) 2 2' :
5
i 1 g
m
I I .2'ol r
1
10�gX iI '\'\.w0
65 N
I I 10. o• o z. o o ..
N
DROP INLET
Ii cn � m t
COVZONERED LOADING SOUTH ELEV.
111p 0 rr
kg
NV. =10.47
o 6.45
28 15 cn 11• N w 12 6 N o.
1 11. g8 II � 29.9' 351,
\ �>III
N 12.5' w 276
_
1p 29.8 I
35 mANfjICAP PX KIN G
\ 1� 12 1L
...17�
q0
1Q52�I 1p R6 09 2�9 SIGN
it 1Q' 1. 12 GUA D POST CONCRETE R O6
CONCRE ( ICAL) ?
WATER 11 SIDEWALK V 1? 16
VALVE SIDEWALK 2' 2' 2 p
11 1
FIRE 5 709 11�N y2� N \ I .7, 67 ��
HYDRANTII 1Q 3R7
102 4 PACE �/ - $ - 1 4 PACE
6g R 9 9
1Q' Q 45 11 6 11 �p 11
p. 1� N
II 10 �p6 4 1111619 71 1111$29 j I 101. yq
'x
DROP INLET
TOP E
1p 11• 1 N1•
C.DROP INLET
V. = 9.55 II N 88 - II TOP ELEV. = 10.53
NORTH INV.
EAST INV.
6� 111 ASPHALT 1p D7
= 5.81 5g II X10• + X NORTH INV. = 5.41
= 5.70 1p' LF OF 15" CONCRETE PIPE _ _ _ _
_ SOUTH INV. = 5.14
956X _ _ - _ _ _147 _ _
�1 _ _
70897 WEST INV. = 5.39
1Q O� 1p' -S I I 7p8? 7 1
C��tES
ASPHALT 10 8 NO. 1p
11 SPAC S 21
_
20' B
ILDING RESTRICTION LINE 1 w p
05 1�$ 01 x 1' 2
_ _ _ _ _ _ _ _ _ _ -. _ _ _ _ _ _ _ _ _ - _
103
_ �
EDGE OF 10 CONCRETE CURB 151 7 � Q
p9PAVEMENT 059 11 5 " SIGN POST 11 AND GUTTER CONCRETE I 6 FOUND 1. 3 IRON
PIPE "LB. 3672"
r 12' PUBLIC UTILITY EASEMENT PER OFFICIAL RECORDS VOLUME 5344, PAGE
OFFICIAL RECORDS VOLUME 1689, PAGE 81
557 Q
06� 1 6 81 BARD POST TYPICAL o�0 TYPICAL CURB °
CONCRETE g BENCHMARK:
r
SIDEWALK o5p 111oti FOUND MAG NAIL AT SOUTHEAST
Q . f fa CONCRETE
S 891.7J5
CONCRETE p
- _- PROPERTY CORNER IN SIDEWALK.
SIDEWALK 0. C3 p6 520 00� �1\11_i"��
`� --- EXISTING DROP INLET
Yr
h 10.54 6 _ ELEVATION = 10.33 NAVD 1988 DATUM.
DROP INLET 11 NORTH INV. = 4.09
-
)ROPP INNLETNP 2 5`Z TOP EL =9.86
fOP EL.=10.04 10 �' 1Q' PAVEMENT 1 WEST INV -4.12 STORM MANHOLE
-
SOUTH INV -4.05 TOP EL.=10.25
NORTH INV.=1.88
-
SOUTH INV.=1.88
WEST INV -1.88
11
ATLANTIC BOULEVARD
STATE ROAD A -1-A
100' RIGHT OF WAY PAVED PUBLIC ROAD
NOTES:
1. THIS IS AN "AS -BUILT" SURVEY.
2. BUILDING RESTRICTION LINES AS PER PLAT.
3. BENCHMARK USED:
FOUND MAG NAIL AT SOUTHEAST PROPERTY CORNER IN SIDEWALK
AS SHOWN HEREON.
ELEVATION = 10.33 NAVD 1988 DATUM.
4. BOUNDARY SHOWN AS PER SURVEY BY BOATWRIGHT LAND
SURVEYORS DRAWING NUMBER 2015-1631, DATrD OCTOBER 8, 2015.
5. LF DENOTES LINEAR FEET.
"NOT VALID WITHOUT THE SIGNATURE AND
THE ORIGINAL RAISED SEAL OF A FLORIDA
LICENSED SURVEYOR AND MAPPER."
CHECKED BY. -1 FILE: 2016-1450 DRAWN BY: PGP
AS ■ BUILT
INFORMATION PROVIDED BY:
DATE:
NAME: BOATWRIGHT LAND SURVEYORS, INC.
ADDRESS: 1500 ROBERTS DRIVE
JACKSONVILLE BEACH, FLORIDA 32250
PHONE No.: (904) 241-8550
1 HEREBY CERTIFY THAT THE
CHILLED WATER
X PAVEMENT WATER MAIN
X CURB & GUTTER RECLAIMED WATER MAIN
_STORM & DRAINAGE SYSTEM FORCE MAIN
X LAKE OR POND SANITARY GRAVITY SYSTEM
UNDERDRAIN CONNECTIONS LIFT STATION
ARE AT THE HORIZONTAL AND VERTICAL LOCATIONS AS SHOWN ON THESE
"AS -BUILT" DRAWINGS AND MEET THE MINIMUM TECHNICAL STANDARDS FOR
SURVEYING AND MAPPING IN THE STATE OF FLORIDA AS PER CHAPTER
5J-17.051 AND 5J-17.052, FLORIDA ADMINISTRATIVE CODE.
ELECTRONIC DRAWING FILE NAME: 2016-1450
FILE DATE: _
DATE OF FIELD SURVE DECEMBER 13. 201.6 _
SIGNATURE: _
NAME: DONN OATW T, P.S.M. _
FLORIDA REGISTERED SURVEYOR AND
PSM#: MAPPER No. LS 3295 _
THIS REPORT AND DIGITAL FILE ARE NOT FULL AND COMPLETE WITHOUT
THE OTHER AND ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL
RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR AND MAPPER.
TWRIGHT LAND SURVEYORS, Inc. 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 DATE:
1059 Aql • 8 lvc�
3. 2016 111 SHEET 1 OF 1
ATLANTIC BOULEVARD
STATE ROAD A -1-A
100' RIGHT OF WAY PAVED PUBLIC ROAD
35.1'
0
'1!
n
r
rn
0
0
O
C
fn
CA
CAJ
W
-O
G7
Fr1
0)
0
00
W
J
W00
co
J T
d? o
DROP INLET
TOP ELEV. = 10.47
SOUTH INV. = 6.45
5 m o ZONA o.
tt
O Q
MAP OF
29.9' IN
1
1 1 �O9 29.6' _ _ 19 SIGN
I \ POST �
A PART OF THE CASTRO Y FERRR GRANT,UVAL SECTION
E TI NFLORIDA
38,
CONS_.._ 1�4
SIDEWALK
DROP INLET
TOWNSHIP 2 SOUTH,
RANGE 29 EAST,
VALVE I �p 11 Cb,
ry y \
FIRE
PACE
OFFICIAL RECORDS
VOLUME 3276, PAGE 488
2' �ES 33
O• 11 11.
II 110`9 7))
11X11
o0
612.45'
DROP
TOP
INLETit 1p o0 1 110 ASPHALT
ELEV. = 9.55 N f1
N 89'19'35" E
o0D
g' WOOD FENXCE
CE Al 1 r-
�A/C
_
°'
INV. = 5.70 1p'---
-
1L.
❑ ❑ ❑ l� (TYPICAL) _
ASPHALT 10 B 1po$ 11 SPAC S
BUILDING RESTRICTION LINE
CONCRETE
�� �S
15 116 N o
29'8'
80.0'
o,
BUILDING RESTRICTION LINE 4 05
10'
----
_----- -_--
_ _
- _ _ _
6' WOOD GTE 150 CONCRETE
k
11
\-
CONCRETE
CURB
p'
O- PAVEMENT •,�qRD POST (TYPICAL)
557 6 $1
p6 04
EASEMENT PER OFFICIAL RECORDS VOLUME 5344.
12'PUBLIC UTILITY EAS 81
FENCE \N-
2 CURB AND
OFFICIAL RECORDS VOLUME 1689, PAGE
CONCRETE SIDEWALK () (3.0 520"00 1pp
_ _
DROP INLET
V
f;
6' WOOD
FENCE
GUTTERmm
Mz
-_ _ -
n
SOUTH INV.=4.05
11
11 a2}
11 a� y S CONCRETE
N m'
1 �gS
O
12ti
'
D GUARD POST
,
(TYPICAL
DROP I
x
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TOP ELIV.
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10.86 0
NV. = 8.47
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ph W
*11
(A
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I
BUILDING NUMBER 1089
o
116}II z��`� tO
FINISH FLOOR = 12.47
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f
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AIt
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COVERED
LOADING
ATLANTIC BOULEVARD
STATE ROAD A -1-A
100' RIGHT OF WAY PAVED PUBLIC ROAD
35.1'
0
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r
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DROP INLET
TOP ELEV. = 10.47
SOUTH INV. = 6.45
5 m o ZONA o.
tt
O Q
t A 10 O n^ N 12.5' 9- 29.0' w 12.6 h �
L$ 113 0
29.9' IN
1
1 1 �O9 29.6' _ _ 19 SIGN
I \ POST �
1p1.
1pblIM 1p k0 k6 1`Z'Sy \jp,6 GU D
II 1p' 1CONCRE I ( ICAL)
CONS_.._ 1�4
SIDEWALK
DROP INLET
11
2
WATER Z
SIDEWALK
SIDEWALK
b N
TOP ELEV. = 10.53
VALVE I �p 11 Cb,
ry y \
FIRE
PACE
SOUTH INV. = 5.14
WEST INV. = 5.39
HYDRANT it 10 LI O6 O9A 4 PACE 1 0 10Ap
2' �ES 33
O• 11 11.
II 110`9 7))
11X11
o0
II 1p' 1p0 Lk
DROP
TOP
INLETit 1p o0 1 110 ASPHALT
ELEV. = 9.55 N f1
+10' 00
- -
N
*106
TH INV. = 5.81 bb II cn 147 LF OF 15"_CONCRETE PIPE
EAST
INV. = 5.70 1p'---
-
ASPHALT 10 B 1po$ 11 SPAC S
1
�-
2('
BUILDING RESTRICTION LINE 4 05
�1
_----- -_--
_ _
- _ _ _
10;5 -
- - - _ _ - - - - - j ^ _ 0 CONCRETE CURB
_ _ ONCRETE 11� AND GUTTER
%� �9 EDGE OF bq 1115 SIGN POST �O TYPICAL
0• ^ 0•
11
\-
CONCRETE
CURB
O- PAVEMENT •,�qRD POST (TYPICAL)
557 6 $1
p6 04
EASEMENT PER OFFICIAL RECORDS VOLUME 5344.
12'PUBLIC UTILITY EAS 81
PAGE O6'L 1 CONCRETE
, k CONCRETE SIDEWALK
OFFICIAL RECORDS VOLUME 1689, PAGE
CONCRETE SIDEWALK () (3.0 520"00 1pp
_ _
DROP INLET
S 8919 35 W
-p0
"L.
k 10.5p 6 - - -
WESTTOP NV.=4612
-_ _ -
_ �1
DROP INLET O ry'L 102 PAVEMENT 1p
SOUTH INV.=4.05
TOP EL.=10.04 10•
ATLANTIC BOULEVARD
STATE ROAD A -1-A
100' RIGHT OF WAY PAVED PUBLIC ROAD
35.1'
0
'1!
n
r
rn
0
0
O
C
fn
CA
CAJ
W
-O
G7
Fr1
0)
0
00
W
J
W00
co
J T
d? o
DROP INLET
TOP ELEV. = 10.47
SOUTH INV. = 6.45
0 ip 3.0 6.0
SCALE: 1" = 30'
1100 1
FOUND 1/2" IRON
k6 PIPE "LB. 3672"
44"BENCHMARK:
FOUND MAG NAIL AT
I1p20 *�D PROPERTY CORNER INSOUTHEAST SIDEWALK.
EXISTING DROP INLET ELEVATION = 10.33 NAVD 1988 DATUM.
NORTH INV. = 4.09
STORM MANHOLE
TOP EL.=10.25
NORTH INV.=1.88
SOUTH INV.=1.88
WEST INV.=1.88
NOTES:
1. THIS IS AN "AS -BUILT" SURVEY. R LAT. �'-•��
2. BUILDING RESTRICTION LINES AS PE 1D
i T
I I ))
3. BENCHMARK
USED:
FOUND MAG NAIL AT SOUTHEAST PROPERTY CORNER IN SIDEWALK I ^ ��t �J 2 3 2017
AS SHOWN HEREON. t
ELEVATION = 10.33 NAVD 1988 DATUM. I ;
IGHT LAND
4. BOUNDARY SHOWN AS PER SURVEY B BDAATEDROCTOBER 8, 2015.
SURVEYORS DRAWING NUMBER 2015-163,
5. LF DENOTES LINEAR FEET.
2 3 2017
_..._....-.... d
"NOT VALID WITHOUT THE SIGNATURE AND
THE ORIGINAL RAISED SEAL OF A FLORIDA
LICENSED SURVEYOR AND MAPPER."
CHECKED BY: FILE:2016-1450 DRAWN BY:
■
INFORMATION PROVIDED BY:
DATE:
NAME: BOATWRIGHT LAND SURVEYORS, INC.
ADDRESS: 1500 ROBERTS DRIVE
JACKSONVILLE BEACH, FLORIDA 32250
PHONE No.: 904 241-8550
I HEREBY CERTIFY THAT THE CHILLED WATER
X PAVEMENT WATER MAIN
X CURB & GUTTER RECLAIMED WATER MAIN
_STORM & DRAINAGE SYSTEM FORCE MAIN
_LAKE OR POND SANITARY GRAVITY SYSTEM
UNDERDRAIN CONNECTIONS LIFT STATION
ARE AT THE HORIZONTAL AND VERTICAL LOCATIONS AS SHOWN ON THESE
"AS -BUILT" DRAWINGS AND MEET THE MINIMUM TECHNICAL STANDARDS FOR
5JR17.05G AND AND 5JA17.NG 052, THE FLORIDA ADMINISTRATIVE
PER CHAPTER
ADM NISTRATIVE CO E
ELECTRONIC DRAWING FILE NAME:
2016-1450
FILE DATE: --
DATE OF FIELD SURVEY: - ECEMBER 13, 2016_--,---
SIGNATURE:
016____SIGNATURE:
NAME: DO ATWRIGHT P.S.M.-
FLORIDA REGISTERED SURVEYOR AND
PSM#: MAPPER No. LS 3295
THIS REPORT AND DIGITAL FILE ARE NOT FULL AND COMPLETE WITHOUT
THE RA SEOD HSEAL OD THE FLORIDA LICENSEARE NOT VALID OUT THE SIGNATURE AND D SURVEYOR AND MAPPER.
iROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 (DATE: DECEMBER 13 2016 I SHEET _'101
BOATWRIGHT LAND SURVEYORS, inc. 1500 RO
O Q
/1
1p
1
1p1.
I 1 1
DROP INLET
all
TOP ELEV. = 10.53
NORTH INV. = 5.41
7p� 91
SOUTH INV. = 5.14
WEST INV. = 5.39
I I� ��8? 7,3s
�
2' �ES 33
0 ip 3.0 6.0
SCALE: 1" = 30'
1100 1
FOUND 1/2" IRON
k6 PIPE "LB. 3672"
44"BENCHMARK:
FOUND MAG NAIL AT
I1p20 *�D PROPERTY CORNER INSOUTHEAST SIDEWALK.
EXISTING DROP INLET ELEVATION = 10.33 NAVD 1988 DATUM.
NORTH INV. = 4.09
STORM MANHOLE
TOP EL.=10.25
NORTH INV.=1.88
SOUTH INV.=1.88
WEST INV.=1.88
NOTES:
1. THIS IS AN "AS -BUILT" SURVEY. R LAT. �'-•��
2. BUILDING RESTRICTION LINES AS PE 1D
i T
I I ))
3. BENCHMARK
USED:
FOUND MAG NAIL AT SOUTHEAST PROPERTY CORNER IN SIDEWALK I ^ ��t �J 2 3 2017
AS SHOWN HEREON. t
ELEVATION = 10.33 NAVD 1988 DATUM. I ;
IGHT LAND
4. BOUNDARY SHOWN AS PER SURVEY B BDAATEDROCTOBER 8, 2015.
SURVEYORS DRAWING NUMBER 2015-163,
5. LF DENOTES LINEAR FEET.
2 3 2017
_..._....-.... d
"NOT VALID WITHOUT THE SIGNATURE AND
THE ORIGINAL RAISED SEAL OF A FLORIDA
LICENSED SURVEYOR AND MAPPER."
CHECKED BY: FILE:2016-1450 DRAWN BY:
■
INFORMATION PROVIDED BY:
DATE:
NAME: BOATWRIGHT LAND SURVEYORS, INC.
ADDRESS: 1500 ROBERTS DRIVE
JACKSONVILLE BEACH, FLORIDA 32250
PHONE No.: 904 241-8550
I HEREBY CERTIFY THAT THE CHILLED WATER
X PAVEMENT WATER MAIN
X CURB & GUTTER RECLAIMED WATER MAIN
_STORM & DRAINAGE SYSTEM FORCE MAIN
_LAKE OR POND SANITARY GRAVITY SYSTEM
UNDERDRAIN CONNECTIONS LIFT STATION
ARE AT THE HORIZONTAL AND VERTICAL LOCATIONS AS SHOWN ON THESE
"AS -BUILT" DRAWINGS AND MEET THE MINIMUM TECHNICAL STANDARDS FOR
5JR17.05G AND AND 5JA17.NG 052, THE FLORIDA ADMINISTRATIVE
PER CHAPTER
ADM NISTRATIVE CO E
ELECTRONIC DRAWING FILE NAME:
2016-1450
FILE DATE: --
DATE OF FIELD SURVEY: - ECEMBER 13, 2016_--,---
SIGNATURE:
016____SIGNATURE:
NAME: DO ATWRIGHT P.S.M.-
FLORIDA REGISTERED SURVEYOR AND
PSM#: MAPPER No. LS 3295
THIS REPORT AND DIGITAL FILE ARE NOT FULL AND COMPLETE WITHOUT
THE RA SEOD HSEAL OD THE FLORIDA LICENSEARE NOT VALID OUT THE SIGNATURE AND D SURVEYOR AND MAPPER.
iROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 (DATE: DECEMBER 13 2016 I SHEET _'101
BOATWRIGHT LAND SURVEYORS, inc. 1500 RO