1607 ATLANTIC BEACH DR - SURVEYMAP 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
Qz 41
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
CON
5, 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 N
CflNC°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., OSE
RN
—x— = FENCE
(W) = WITNESS
` Yxp•_
W � �
N
_ 8
F.F.E. NISH FLOOR ELEVATION
TOB = TOP OF BANK
��m��o�
F. B. X
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13.0'
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70.0°
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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
AMERICAN
CH = 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
INC
((D) = 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
MAP 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
---� 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
N
?5'57' 35" W
N 15'55' 37"1N
N 10'26' 16"E
C
= 44.06`
t 0
CH = 5.23'
R
-- 75.00"'
z � 1'S'L.O� �-•- cow — '�
-- 200.00'
AI
= 44.72*
La EQUIPMENT �'T9�4Z'���E 8.2 EO GAS-'
1
A = 5.23'
Al
= 34'09'51"
m cr ROpOS ZION
w L P C _
N ti- EASEMENT 5' g -R � CO �fy
Q �- LINE 4 xr
3 r 4
.c,
A= 01'29'59"
FND.
� x SEO _
4 0 O
�--'- � PROPOSED - 77 a' P CONC• P� pAD °'
® ROP
-� v -,1'
1
- 5
tD EN o �o
.-- IPM o J1
� a.a 32.3 r -- ® EQu n o Ln
ARC r— 0 1
ESM'T
EASEMENT I. . - IDENTIFICATION
r
P•R•U n j CHEMICAL N J
I j01LET o 10 1 G
0 o -0 16.5` n w p y O �1
CONC
1�'
PROPOSER
SKETCH FOR PLOT PLAN ONLY — DOES NOT REPRESENT OR PURPORT TO SHOW
—4
z�0
ion o o civ TOM _nom N
x� C ESiDE�CE o x°-0 1 1 •..1 0)�
MON.
= MONUMENT P.R.M. - PERMANENT REFERENCE—
PIPE MONUMENT
BOUNDARY LINES NOR IS IT BASED ON A FIELD RUN SURVEY
� R G �
N0 o. �o �<
3`33' o z o 0 1
I.P.
I.R.
15.6 MODEL
o. 10.
00
IOF
ALL
D 20)
Q` � �Xo °' .�•�•1` 11.5
QD 1
SAN. s
®
- DELTA ANGLE P.C.P. - PERMANENT CONTROL POINT
�
SEWER v N o pROPO 10i _ 12 1
G fn ( ?
E.
Y ' `
CH
< OUMpStER _.-- J
AMERICAN
F r
7
A
-IARC LENGTH P.R.C. — POINT OF REVERSE CURVE
1 r yr�
LAY ` cn .0' �- • r �
0
R
A ` r
yRE ,
A L•
0 R
SURVEY NOT VALID UNLESS EMBOSSED BY SEAL
FLORIDA,
r 5'
(CALC.)
CALCULATED B.R.L. — BUILDING RESTRICTION UNE
— DEED F.P,&L.= FLORIDA POWER do LIGHT
JAMES D. HARRISON, JR., NO. 2647
`" 119.7 --
- --
((D)
(P)
- PLAT U.D.E - UNOBSTRUCTED DRAINAGE
MICHAEL A. GARRETT. NO. 6643
(R
- RADIAL LINE EASEMENT
= CENTER LINE NGVD - NATIONAL GEODETIC VERTICAL
SCALE 1 "=20'
N 1
R W
Y
'i Na 0 T
J
—. g
—
—x—
- FENCE P.I. — POINT OF INTERSECTION
� I
(W)
a_ c) z
DATE 11-25-14 FLOR A-RGISTERED S RVEYOR WMAPPtR
—
m w
riw
F.F.E.
- FINISH FLOOR ELEVATION TOB - TOP OF BANK
COMMUNITYDE
F.B. X
DR. BY BRB DIR P:\2014\78414-164975-plotplan ORDER NO. 164975 FILE 78414
APppOVELOPMENT BUILDERS ENDORSEMENT
SIGNED.,VLz:,) NAME:
DATE:
C
RVE DATA C1 CURVE DATA C2 CURVE DATA -C3 DIMENSIONS SHOWN HEREON ARE PER FOUNDATION PLAN
N
?5'57' 35" W
N 15'55' 37"1N
N 10'26' 16"E
C
= 44.06`
CH = 22.79'
CH = 5.23'
R
-- 75.00"'
R -- 25.00'R
-- 200.00'
AI
= 44.72*
A = 23.66'
A = 5.23'
Al
= 34'09'51"
A = 54'13'45"
A= 01'29'59"
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 SIT
PLAN; W.0.# 164975; 07-02-18 (OFFICE) UNDERGROUND ENCROACHMENTS NOT LOCATED
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.
— FOUND LegendA C = AIR CONDITIONER
- 5
ESM'T
EASEMENT I. . - IDENTIFICATION
_
CONC
= CONCRETE (�.) - TYPIGIL
SKETCH FOR PLOT PLAN ONLY — DOES NOT REPRESENT OR PURPORT TO SHOW
—4
MON.
= MONUMENT P.R.M. - PERMANENT REFERENCE—
PIPE MONUMENT
BOUNDARY LINES NOR IS IT BASED ON A FIELD RUN SURVEY
I.P.
I.R.
- IRON
= IRON ROD P.T. — POINT OF TANGENCY
IOF
ALL
®
- DELTA ANGLE P.C.P. - PERMANENT CONTROL POINT
CH
- CHORD P.C. - POINT OF CURVE
AMERICAN
A
-IARC LENGTH P.R.C. — POINT OF REVERSE CURVE
SURVEYORS
R
RADIUS P.C.C. = POINT of COMPOUND CURVE
SURVEY NOT VALID UNLESS EMBOSSED BY SEAL
FLORIDA,
(CALC.)
CALCULATED B.R.L. — BUILDING RESTRICTION UNE
— DEED F.P,&L.= FLORIDA POWER do LIGHT
JAMES D. HARRISON, JR., NO. 2647
INC,
((D)
(P)
- PLAT U.D.E - UNOBSTRUCTED DRAINAGE
MICHAEL A. GARRETT. NO. 6643
(R
- RADIAL LINE EASEMENT
= CENTER LINE NGVD - NATIONAL GEODETIC VERTICAL
SCALE 1 "=20'
R W
-RIGHT—OF—WAY DATUM
NAVO - NORTH AMERICAN VERTICAL DATUM
J
—. g
—
—x—
- FENCE P.I. — POINT OF INTERSECTION
—
8
(W)
- WITNESS EOW - EDGE OF WATER
DATE 11-25-14 FLOR A-RGISTERED S RVEYOR WMAPPtR
—
F.F.E.
- FINISH FLOOR ELEVATION TOB - TOP OF BANK
F.B. X
DR. BY BRB DIR P:\2014\78414-164975-plotplan ORDER NO. 164975 FILE 78414