835 Atlantic Blvd COMM18-0023 final surveyFD. i /2" IRON
(NO LD.)
6" CONCRETE
HEADER CURB�I
V)
m❑
CONCRETE STEPS
CONCRETE POWER
C7 POLE
CONCRETE
VAULT
34.4'
\-(9.68) (9.60)
i METAL POST
W/SIGN
METAL POST
W/SIGN
ELECTRIC
BOX
34.5'
S C R ILJ 13 13 S CAR WASH
835 Ali-LANTIC BOULEVARD, ATLANTIC BEACH, FLORIDA
R.E. # 177602-0040
EQUITY ONE ATLANTIC VILLAGE, INC.
N 89'26'36" E 174,89'(F*M)*
N 89018'36" E 175.0(,)' (DEED)
WATER
METER
3ACKFLOW FD. 1/2" REBAR
pRFVFWTFR (NO I.D.)
BACKFLOW
PREVENTER
(9.13) IRRIGATION
o CONTROL rx-x-x-x-x-x-x-x-x
VALVE SEPTIC TANK I (9.57)
x
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f PQ�o
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PB P%
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(8.65) CURB
(8.54 BOC (9.11) oc,
0
`a� CONCRETE
CARDETE
G�
(8.4)-,,,,/
BENCHMARK
/ SET PK NAIL & DISK
(8.43) ELEVATIONS
HEAECONCRETE
NAVD 88
(8.3)- Lu /(8.3) PIE DIAMETER
/ x-(8.2)
`(7.9) / • 8.19)
J ,-(7.9) PB
/(8.17) (8.13)
7.7)�
ELECTRIC
x(7.5)
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(7.5) j(7.3)
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ELECTRIC METER
r(7.9) AND PANEL
/ ON 4" X 4"
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1-1
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CONCRETE PAVEMENT
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8" DIAMETER I o
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< (TYPICAL) 0 o
< 9.12)1 I
,. (9.11) � I
(9,04). . Z I
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�an
P8 CONCRETE
f($.4)
METWASHER T\iPp PAD
s W/BOX
BOC (8.57)-/'I �i (8.34)
(8.57i')
(8,2)��5- t�4`' (8.1) / ,I W/I
G� O
UTILITY GG��� SF�G�� TEMPORARY
RISER Q OVERHEAD METAL METAL
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�I P� HOSE HOSE HOSE HANGER HANGER {8.64)
4" METAL METAL HANGER HANGER HANGER
($.5) STREET
GN HANGER
HOSE
NORTHERLY R/W LINE CONCRETE POWER
," <' 7.61 (7.6 ` . (7.7) . x(7.60): (7.66). < S 89' 18'38" W 175.00' . (DEED)POLE BELL<>ouTH
(7.60), < ,FO. 1 /2 IRON r ( ) ) < MANHOLE
DURDEN 4 << I < L-LCONCRETE SIDEWALK `-S 89'18'39" W 175.10' F.M. " L P! ?1.
CONCRETE SIDEWALK (7.55) " _` ' 41 <.z , � . 2 : < (7.53) r. I : `< 'L . ( ) < �t ^�< .` ' 1
BOC (7,12) < 1 .: 4 L
BOC (7.55 BOC 7.46) ` - < < -,GUT (7.03) BOC (7.24) : r BOC (7.66)
GUT (7.07)
EA (7.12)_
BOC (8.89 (8.2)
BOC (8.43 � �(8.4)
ELECTRIC
(8.6)
FIBERGLASS
LIGHT (8.66) (8.7} / A9.4) \ �94
8.57) ` (8.6)
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HANGER EXIT SIGN ENTRANCE SIGN TELEPHONE FD. -1/2" IRON
STOP RIS UTILITY (UNABLE TO READ)
SIGN (8.38) (8.5) QRISER 265' (DEM) NOT TO SCALE
NORTHERLY R/W LINE
(-8.22)!.'
.22) ! .L <' :/ ` /' L<.. •/ E.37).' < L ,< L' , < ( -<
= I ` �' < 4 L.. «'
CONCRETESIDEWALK
8.32
` /-
(7.88) BOC (8.02) .
BOC (8.07)-\c, BOC (7.63) GUTL (7.66. +BOC (7.80)
4 <
EA (7.15) CONC CURB & GUTTER EA (7.73)
i
ATLANTTC 3
(100.0 FOOT RIGHT-OF-WAY)
w
z
3,
J
3
MAP 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, MORE PARTICULARLY DESCRIBED AS FOLLOWS; FOR
A POINT OF REFERENCE COMMENCE AT THE INTERSECTION OF THE
WESTERLY RIGHT-OF-WAY LINE OF ROYAL PALMS DRIVE, AS NOW
ESTABLISHED AS A 60 FOOT RIGHT-OF-WAY, WITH THE NORTHERLY
RIGHT-OF-WAY, LINE OF ATLANTIC BOULEVARD, AS NOW ESTABLISHED
AS A 100 FOOT RIGHT-OF-WAY; THENCE RUN SOUTH 89°-18'-38"
WEST ALONG SAID NORTHERLY RIGHT-OF-WAY LINE OF ATLANTIC
BOULEVARD, A DISTANCE OF 265 FEET FOR THE POINT OF BEGINNING;
THENCE CONTINUE SOUTH 89'-18'-38" WEST, ALONG SAID NORTHERLY
RIGHT-OF-WAY LINE OF ATLANTIC BOULEVARD, A DISTANCE OF 175
FEET; THENCE RUN NORTH 00'-41'-22" WEST, A DISTANCE OF 160
FEET; THENCE RUN NORTH 89'-18'-38" EAST, PARALLEL TO SAID
ATLANTIC BOULEVARD, A DISTANCE OF 175 FEET; THENCE RUN SOUTH
00"-41'-22" EAST, A DISTANCE OF 160 FEET TO THE POINT OF
BEGINNING.
CERTIFIED TO: THE ANGELO GROUP
Rr__} It. _, 7
,:z �� I- V EU1,
NO�J 1 3 2019
Building Department _
City of AtIam is D� �, s�- _
ADDITIONAL GENERAL NOTES:
5.) DESCRIPTION AS PER DEED BOOK 9844, PAGES 832 & 833.
6.) THIS IS A SURFACE SURVEY ONLY, THE EXTENT OF FOOTINGS AND UNDERGROUND UTILITIES,
IF ANY, NOT DETERMINED.
7.) JURISDICTIONAL AND/OR ENVIRONMENTALLY SENSITIVE AREAS, IF ANY, NOT DETERMINED.
8.) LANDS SURVEYED CONTAIN 27,983.7860 SQUARE FEET AND/OR 0.6424 ACRES.
9.) ELEVATIONS SHOWN THUS %(8
'4) ARE BASED ON NAVD (1988) BENCHMARK ESTABLISHED
USING LEICA GSO8, GPS UNIT.
10.) BENCHMARK IS A SET NAIL & DISK: ELEVATION (8.43) AS SHOWN ON MAP.
❑
CONCRETE MONUMENT
" nV s.s Ds x
60.3' x 6' PVC PIPE FENCE x
I I
so.1(�i
LAND SURVEYORS, INC.
0
IRON PIPE OR ROD
`"WELLS//PUMPS" x "
MANHbLE LID
_,._ - - - - -
TOP=9.62 Lx-x-x-x-x-x-x-x-xj
OVERHEAD ELECTRIC
FF=10.24
I
0/T
OVERHEAD TELEPHONE
GREASE TRAP
JACKSONVILLE, FLORIDA 32207
MANHOLE LIDS
/ TOPS=9.64
(904) 396-6334 FAX (904) 396-9997
x
X_ x
CROSS -CUT IN CONCRETE
FENCE
- - - ._._ - - - - - _._ - ._._ - _._ .- EAR WASH TUNNEL - - - _.._ - - - --
- - ._._ - - ,-
•
QI •
GENERAL NOTES:
8" DIAMETER
\X/i
PI
This is a: AS -BUILT Survey.
1 -STORY BLOCK & FRAME
As best
(E(TYPICAL)
2.
FF=9'77 No. 835
aro vere t, Jr. .. .
LOUIS J. EVERETT P.L.S. NO. 4099
inspection of Flood Insurance Rate
Map: 120075 0408 J
3.
4.
Not abstracted for easements.
Basis of Bearings: Assumed
Professional Surveyors and Mappers
\,
11/2/18 , the lands/house
S. 89'-35'-09' W. along the
-,-TRENCH DRAIN
surveyed lie in Zone x".
North R/W line of Atlantic Blvd.
TOP=9.52
SCALE:
1"=10' DATE: 11/6/19
FIELD BOO 115 1001 PAGE 21
I
7/TRENCH
DRAIN \ I CONCRETE PAVEMENT
TOP=9.53
CARWASH TUNNEL --.- ----
-
.-.--.---.._.-
Pg 10.14) PB \G
f PQ�o
G�Op�4
�2 (10.28)
PB P%
*PB r--'-
Ca 4" X 4"
�g
Z METAL LIG��kjo.
ON 24" DIAMETE
CONCRETE BASE
Li
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ONCRETE
BOC (9.14) HEADER
(8.65) CURB
(8.54 BOC (9.11) oc,
0
`a� CONCRETE
CARDETE
G�
(8.4)-,,,,/
BENCHMARK
/ SET PK NAIL & DISK
(8.43) ELEVATIONS
HEAECONCRETE
NAVD 88
(8.3)- Lu /(8.3) PIE DIAMETER
/ x-(8.2)
`(7.9) / • 8.19)
J ,-(7.9) PB
/(8.17) (8.13)
7.7)�
ELECTRIC
x(7.5)
(7.$) MA
/ WASHE
(8.18) 8.1)
(7.5) j(7.3)
FIBEICASS
l(7.6) (8-1)' TEMPORARY
ELECTRIC METER
r(7.9) AND PANEL
/ ON 4" X 4"
/r�7.5) 7.5) WOOD P 7 94
1-1
FF=10.16
METAL
ICAL
IN,
FRAME
STRUCTURE
ATOP
CANOPY
2' /
- _ - -- -mIU WD
CONCRETE PAVEMENT
0
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a
n.
CL
a
w
U
0
0
3
PORTABLE SHED
ASPHALT
PARKING
6d 4' (9.48) 11.1
(9*2-
401
7)- - - - Of
9.46) - - - - 2.2' x 2.2' zz
WOOD UMN/ ( 00or / 9.94) (TYPICAL/ I
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/ I 1 \ {9.38) GATE (9.44) / p
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\ BOX /
'METAL
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\-(8.75) i z
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ELECTRIC °�, I o
($.7D) C�'Gc, V BOX v YARD
0 0 2
'LIGHT
8.65) � Iw
(8.70}E w):
I
Qr�a�`- I z
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1j;FLAG' I
' POLEA I o
At
8" DIAMETER I o
(8.64) PB PIPE BOLLARD ' , 1
< (TYPICAL) 0 o
< 9.12)1 I
,. (9.11) � I
(9,04). . Z I
< <. \
(8.61) (8.63) (8.55)-(8.60) (8.91) //-(8.8)1(9.5)If
I
190(8.57)
�an
P8 CONCRETE
f($.4)
METWASHER T\iPp PAD
s W/BOX
BOC (8.57)-/'I �i (8.34)
(8.57i')
(8,2)��5- t�4`' (8.1) / ,I W/I
G� O
UTILITY GG��� SF�G�� TEMPORARY
RISER Q OVERHEAD METAL METAL
5 �9 OF ELECTRIC 7.78) 7.$8 METAL 8.16) METAL 8.27} METAL 8.,34) HSE 8.49) HSE
�I P� HOSE HOSE HOSE HANGER HANGER {8.64)
4" METAL METAL HANGER HANGER HANGER
($.5) STREET
GN HANGER
HOSE
NORTHERLY R/W LINE CONCRETE POWER
," <' 7.61 (7.6 ` . (7.7) . x(7.60): (7.66). < S 89' 18'38" W 175.00' . (DEED)POLE BELL<>ouTH
(7.60), < ,FO. 1 /2 IRON r ( ) ) < MANHOLE
DURDEN 4 << I < L-LCONCRETE SIDEWALK `-S 89'18'39" W 175.10' F.M. " L P! ?1.
CONCRETE SIDEWALK (7.55) " _` ' 41 <.z , � . 2 : < (7.53) r. I : `< 'L . ( ) < �t ^�< .` ' 1
BOC (7,12) < 1 .: 4 L
BOC (7.55 BOC 7.46) ` - < < -,GUT (7.03) BOC (7.24) : r BOC (7.66)
GUT (7.07)
EA (7.12)_
BOC (8.89 (8.2)
BOC (8.43 � �(8.4)
ELECTRIC
(8.6)
FIBERGLASS
LIGHT (8.66) (8.7} / A9.4) \ �94
8.57) ` (8.6)
METAL
HOSE CONCRETE '
O
(O
LJ
o=
I p
M
to
O Y
C�
W
U
za
L�.I
`, 2
HANGER EXIT SIGN ENTRANCE SIGN TELEPHONE FD. -1/2" IRON
STOP RIS UTILITY (UNABLE TO READ)
SIGN (8.38) (8.5) QRISER 265' (DEM) NOT TO SCALE
NORTHERLY R/W LINE
(-8.22)!.'
.22) ! .L <' :/ ` /' L<.. •/ E.37).' < L ,< L' , < ( -<
= I ` �' < 4 L.. «'
CONCRETESIDEWALK
8.32
` /-
(7.88) BOC (8.02) .
BOC (8.07)-\c, BOC (7.63) GUTL (7.66. +BOC (7.80)
4 <
EA (7.15) CONC CURB & GUTTER EA (7.73)
i
ATLANTTC 3
(100.0 FOOT RIGHT-OF-WAY)
w
z
3,
J
3
MAP 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, MORE PARTICULARLY DESCRIBED AS FOLLOWS; FOR
A POINT OF REFERENCE COMMENCE AT THE INTERSECTION OF THE
WESTERLY RIGHT-OF-WAY LINE OF ROYAL PALMS DRIVE, AS NOW
ESTABLISHED AS A 60 FOOT RIGHT-OF-WAY, WITH THE NORTHERLY
RIGHT-OF-WAY, LINE OF ATLANTIC BOULEVARD, AS NOW ESTABLISHED
AS A 100 FOOT RIGHT-OF-WAY; THENCE RUN SOUTH 89°-18'-38"
WEST ALONG SAID NORTHERLY RIGHT-OF-WAY LINE OF ATLANTIC
BOULEVARD, A DISTANCE OF 265 FEET FOR THE POINT OF BEGINNING;
THENCE CONTINUE SOUTH 89'-18'-38" WEST, ALONG SAID NORTHERLY
RIGHT-OF-WAY LINE OF ATLANTIC BOULEVARD, A DISTANCE OF 175
FEET; THENCE RUN NORTH 00'-41'-22" WEST, A DISTANCE OF 160
FEET; THENCE RUN NORTH 89'-18'-38" EAST, PARALLEL TO SAID
ATLANTIC BOULEVARD, A DISTANCE OF 175 FEET; THENCE RUN SOUTH
00"-41'-22" EAST, A DISTANCE OF 160 FEET TO THE POINT OF
BEGINNING.
CERTIFIED TO: THE ANGELO GROUP
Rr__} It. _, 7
,:z �� I- V EU1,
NO�J 1 3 2019
Building Department _
City of AtIam is D� �, s�- _
ADDITIONAL GENERAL NOTES:
5.) DESCRIPTION AS PER DEED BOOK 9844, PAGES 832 & 833.
6.) THIS IS A SURFACE SURVEY ONLY, THE EXTENT OF FOOTINGS AND UNDERGROUND UTILITIES,
IF ANY, NOT DETERMINED.
7.) JURISDICTIONAL AND/OR ENVIRONMENTALLY SENSITIVE AREAS, IF ANY, NOT DETERMINED.
8.) LANDS SURVEYED CONTAIN 27,983.7860 SQUARE FEET AND/OR 0.6424 ACRES.
9.) ELEVATIONS SHOWN THUS %(8
'4) ARE BASED ON NAVD (1988) BENCHMARK ESTABLISHED
USING LEICA GSO8, GPS UNIT.
10.) BENCHMARK IS A SET NAIL & DISK: ELEVATION (8.43) AS SHOWN ON MAP.
❑
CONCRETE MONUMENT
ECK
LAND SURVEYORS, INC.
0
IRON PIPE OR ROD
O/E
OVERHEAD ELECTRIC
1660 EMERSON STREET RECORDS SINCE 1861
0/T
OVERHEAD TELEPHONE
JACKSONVILLE, FLORIDA 32207
(904) 396-6334 FAX (904) 396-9997
x
X_ x
CROSS -CUT IN CONCRETE
FENCE
email: eckjax®aol.com -
LB 7992
EFB
ELECTRONIC FIELD BOOK
GENERAL NOTES:
1.)
This is a: AS -BUILT Survey.
As best
determined from an
2.
No abstract of Title furnished,
aro vere t, Jr. .. .
LOUIS J. EVERETT P.L.S. NO. 4099
inspection of Flood Insurance Rate
Map: 120075 0408 J
3.
4.
Not abstracted for easements.
Basis of Bearings: Assumed
Professional Surveyors and Mappers
dated
11/2/18 , the lands/house
S. 89'-35'-09' W. along the
State of Florida
surveyed lie in Zone x".
North R/W line of Atlantic Blvd.
Not valid unless Surveyor's Official Seal is embossed hereon.
SCALE:
1"=10' DATE: 11/6/19
FIELD BOO 115 1001 PAGE 21
DRAFTSMAN: RL/JB ORDER 19-243-2 - D
DRAWER NO.