1607 Atlantic Beach Drive SURVEY 11.25.2014MAP SHOWING PLOT PLAN OF
LOT 2 AS SHOWN ON MAP OF
ATLANTIC BEACH COUNTRY CLUB UNIT 1
AS RECORDED IN PLAT BOOK 67 PAGES 52-54 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLA.
CERTIFIED TO: TOLL BROTHERS LAND DEVELOPMENT
u
DENOTES DIRECTION OF FLOW
TYPE "C" DRAINAGE
ELEVATIONS SHOWN THUS (10.20)
WERE TAKEN FROM ENGINEERING PLANS
BY TAYLOR & WHITE, INC.
DATED 05-15-14
ELEVATIONS SHOWN HEREON
REFER TO NGVD OF 1929
L 0 i
3
132.05
C RVE DATA Cl CURVE DATA C2 CURVE DATA C3
N 5'57'35"W N15"55'37"W N10"26'16"E
C = 44.06' CH = 22.79' CH _ 5.23'
R = 75.00'' R = 25.00' R = 200.00' .
A = 44.72* A 23.66 A = 5.23'
A = 34'09'51" A = 54°13'45" A= 01'29'59"
BUILDERS ENDORSEMENT
SIGNED:
NAME:
DATE:
nu.ricnc Cuf%lAW uCDrnnl &Pr PFR FnIJNnATION PLAN
LOT 2
Qz41
LOT SIZE
EQUIPMENT N g'42'3
8.2 SED
GASB
ENTRY WALK 83± SQ. FT.
APPROXIMATE SIDEWALK 0± SQ. FT.
w
N Q
73.62 FT.
EASEMENT
PO
R.L -PROVECTION
CON5, 8
6° 4' X
A C =AIR CONDITIONER
1
ESM°T =EASEMENT
CONC = CONCRETE
I•D• IDENTIFICATION
TYPICAL SKETCH FOR PLOT PLAN ONLY - DOES NOT REPRESENT OR PURPORT TO SHOW 4
MON. = MONUMENT
PROPOSED 4X4. pSED
77 p'
P
NCflNC°
EI PAD o
I- P. = IRON PIPE
I.R. = IRON ROD
1 ..; O
ALL
A = DELTA ANGLE
o M a.a 32.3°EOUIPM
ARC r--
CH = CHORD
A = ARC LENGTH
P.C. = POINT OF CURVE
P.R.C. POINT OF REVERSE CURVE
Z o
a
J
tYe
1
P.C.C. = POINT OF COMPOUND CURVE SURVEY NOT VALID UNLESS EMBOSSED BY SEAL OF FLORIDA,
P.R.
0fCHEMICAL
B.R.L = BUILDING RESTRICTION UNE
SOILET o o
D) = DEED
P) = PLAT
F.P.&L.= FLORIDA POWER do LIGHT
U.D.E = UNOBSTRUCTED DRAINAGE MICHAEL A. GARRETT, No. 6643
O 0')
Q
R RADIAL UNE
CENTER LINE
EASEMENT
NGVD = NATIONAL GEODETIC VERTICAL SCALE 1"=20' f iy
R/W = RIGHT-OF-WAY
G7
13
A O
QROQ., OSERN
x— = FENCE
W) = WITNESS
Yxp•_ W
N
8
F.F.E. NISH FLOOR ELEVATION TOB = TOP OF BANK
m
o
F. B. X
c) 10
o -
No
N
a
r
Es
ENcE
ND
5 t
3e b
o
o
o
po
150 MODEL
w-
40
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9
00
G
Q
Mc
x a
r7 '(
A0A0 Zo)
F.F•E°
OrJED 11'5 1SAN.
SEWER y
DUMPSTER\
13.0'
70.0°
2
s
AREA
1 5
9
11g•77
Q
R, Q
N 1
N0
0 T
0Z
ac) of
C RVE DATA Cl CURVE DATA C2 CURVE DATA C3
N 5'57'35"W N15"55'37"W N10"26'16"E
C = 44.06' CH = 22.79' CH _ 5.23'
R = 75.00'' R = 25.00' R = 200.00' .
A = 44.72* A 23.66 A = 5.23'
A = 34'09'51" A = 54°13'45" A= 01'29'59"
BUILDERS ENDORSEMENT
SIGNED:
NAME:
DATE:
nu.ricnc Cuf%lAW uCDrnnl &Pr PFR FnIJNnATION PLAN
LOT 2 MODEL "JULINGTON"
LOT SIZE 8,941± SQ. FT.
DRIVEWAY TO R/W 503± SQ. FT.
ENTRY WALK 83± SQ. FT.
APPROXIMATE SIDEWALK 0± SQ. FT.
RIGHT—OF—WAY LENGTH 73.62 FT.
TOTAL IMPERVIOUS COVERAGE 4,539± SQ. FT. 51%
NEW SITE PLAN; W.O.# 164075; 07-02-18 OFFICE) UNDERGROUND ENCROACHMENTS NOT LOCATEI
THE LOT SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE "X" AS SHOWN
ON FLOOD INSURANCE RATE MAP 0408 H FOR THE CITY OF JACKSONVILLE, FLORIDA, DATED 06-03-13
ALL AMERICAN SURVEYORS OF FLORIDA, INC.
LAND SURVEYORS - 3751 SAN JOSE PLACE, SUITE 15 - JACKSONVILLE, FLORIDA, 32257 - 904/279-0088 - LICENSED LAND BUSINESS NO. 3857
FND. = FOUNDa en A C =AIR CONDITIONER
Jr
ESM°T =EASEMENT
CONC = CONCRETE
I•D• IDENTIFICATION
TYPICAL SKETCH FOR PLOT PLAN ONLY - DOES NOT REPRESENT OR PURPORT TO SHOW 4
MON. = MONUMENT P.R.M. = PERMANENT REFERENCE BOUNDARY LINES NOR IS IT BASED ON A FIELD RUN SURVEY
I- P. = IRON PIPE
I.R. = IRON ROD
MONUMENT
P.T. = POINT OF TANGENCY ALL
A = DELTA ANGLE P.C.P. = PERMANENT CONTROL POINT
AMERICANCH = CHORD
A = ARC LENGTH
P.C. = POINT OF CURVE
P.R.C. POINT OF REVERSE CURVE SURVEYORS
R= RADIus P.C.C. = POINT OF COMPOUND CURVE SURVEY NOT VALID UNLESS EMBOSSED BY SEAL OF FLORIDA,
CALL.) =CALCULATED B.R.L = BUILDING RESTRICTION UNE
JAMES D. HARRISON. JR., NO. 2647 INCD) = DEED
P) = PLAT
F.P.&L.= FLORIDA POWER do LIGHT
U.D.E = UNOBSTRUCTED DRAINAGE MICHAEL A. GARRETT, No. 6643
R RADIAL UNE
CENTER LINE
EASEMENT
NGVD = NATIONAL GEODETIC VERTICAL SCALE 1"=20' f iy
R/W = RIGHT-OF-WAY NAVD - NORTH AMERICAN VERTICAL DATUM
3 9
x— = FENCE
W) = WITNESS
P.I. = POINT OF INTERSECTION
EOW - EDGE OF WATER
11
DATE 11-25-14 FLOR A GISTERED S RVEYOR MAPPER 8
F.F.E. NISH FLOOR ELEVATION TOB = TOP OF BANK
F. B. X DR. BY BRB DIR. P:\2014\78414-164975-plotplan ORDER NO. 164975 FILE 78414