1631 ATLANTIC BEACH DR - MISC. DRAWINGSMAP SHOWING PLOT PLAN OF LOT 6 AS SHOWN ON
MAP OF ATLANTIC BEACH COUNTRY CLUB UNIT 1
AS RECORDED IN PLAT BOOK 67, PAGES 52 THROUGH 54 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA
FOR: SEA LEVEL DESIGN & CONSTRUCTION
GRAPHIC SCALE
20 0 10 20
(IN FEET)
SCALE: 1 "=20'
Z
0
0.03
A
V
\ W
t
VW �
N p?, PMuN
SREE �R
,3 E 30
132
-5,
TYPE "B" DRAINAGE
NOTES
1. THIS MAP IS NOT A SURVEY. ALL BOUNDARY INFORMATION SHOWN HEREON
IS PER PREVIOUS SURVEYOF SUBJECT PROPERTY BY THIS FIRM, PROJECT
NO. 18-008 AND DATED JANUARY 19, 2018.
2. THE PROPERTY SHOWN HEREON APPEARS TO LIE WITHIN FLOOD ZONE "X"
AS SCALED FROM THE FEMA FLOOD INSURANCE RATE MAPS, PANEL NO.
12031C -0408H, DATED JUNE 3, 2013.
3. ELEVATIONS SHOWN HEREON BASED ON NORTH AMERICAN VERTICAL DATUM
OF 1988 (NAVD 88) PER "NEIGHBORHOOD GRADING PLAN" PREPARED BY
TAYLOR AND WHITE, INC. AND DATED MAY 15, 2014.
`\NE,0NK
Ct? 120 p0
;, I
52 j� H
1�k
0 R�SiDENOE.
PROP�ARp,GE ��
C2 CAR)" 9 30
ot FVE 10•�
PROPOS D
`W 6
140
co
CP 5 gPl
wW 9J
553235
`o"V 5
LEGEND
FFE FINISH
,U
BRL BUIL
ING RESTRICTION LINE
v.
METER
2a 3'
WATER METER
R/W RIGHT
OF WAY
0. R. OFFICIAL
RECORDS BOOK OR VOLUME
PIN: PARCEL
IDENTIFICATION NUMBER
�. DRAINAGE
ARROW
p 1.2 PROPOSED
ELEVATION PER NEIGHBORHOOD GRADING PLAN
Y
'
IPA
\
TYPE "B" DRAINAGE
NOTES
1. THIS MAP IS NOT A SURVEY. ALL BOUNDARY INFORMATION SHOWN HEREON
IS PER PREVIOUS SURVEYOF SUBJECT PROPERTY BY THIS FIRM, PROJECT
NO. 18-008 AND DATED JANUARY 19, 2018.
2. THE PROPERTY SHOWN HEREON APPEARS TO LIE WITHIN FLOOD ZONE "X"
AS SCALED FROM THE FEMA FLOOD INSURANCE RATE MAPS, PANEL NO.
12031C -0408H, DATED JUNE 3, 2013.
3. ELEVATIONS SHOWN HEREON BASED ON NORTH AMERICAN VERTICAL DATUM
OF 1988 (NAVD 88) PER "NEIGHBORHOOD GRADING PLAN" PREPARED BY
TAYLOR AND WHITE, INC. AND DATED MAY 15, 2014.
`\NE,0NK
Ct? 120 p0
;, I
52 j� H
1�k
0 R�SiDENOE.
PROP�ARp,GE ��
C2 CAR)" 9 30
ot FVE 10•�
PROPOS D
`W 6
140
co
CP 5 gPl
wW 9J
553235
`o"V 5
LEGEND
FFE FINISH
FLOOR ELEVATION
BRL BUIL
ING RESTRICTION LINE
WM WATER
METER
RWM RECLAIM
WATER METER
R/W RIGHT
OF WAY
0. R. OFFICIAL
RECORDS BOOK OR VOLUME
PIN: PARCEL
IDENTIFICATION NUMBER
�. DRAINAGE
ARROW
p 1.2 PROPOSED
ELEVATION PER NEIGHBORHOOD GRADING PLAN
TYPE "B" DRAINAGE
NOTES
1. THIS MAP IS NOT A SURVEY. ALL BOUNDARY INFORMATION SHOWN HEREON
IS PER PREVIOUS SURVEYOF SUBJECT PROPERTY BY THIS FIRM, PROJECT
NO. 18-008 AND DATED JANUARY 19, 2018.
2. THE PROPERTY SHOWN HEREON APPEARS TO LIE WITHIN FLOOD ZONE "X"
AS SCALED FROM THE FEMA FLOOD INSURANCE RATE MAPS, PANEL NO.
12031C -0408H, DATED JUNE 3, 2013.
3. ELEVATIONS SHOWN HEREON BASED ON NORTH AMERICAN VERTICAL DATUM
OF 1988 (NAVD 88) PER "NEIGHBORHOOD GRADING PLAN" PREPARED BY
TAYLOR AND WHITE, INC. AND DATED MAY 15, 2014.
`\NE,0NK
Ct? 120 p0
;, I
52 j� H
1�k
0 R�SiDENOE.
PROP�ARp,GE ��
C2 CAR)" 9 30
ot FVE 10•�
PROPOS D
`W 6
140
co
CP 5 gPl
wW 9J
553235
`o"V 5
' `
'120.00
ALL PAVERS
ALL MEASUREMENTS ESTIMATED
FRONT (DRIVE & ENTRY) 1,006± SQ. FT
BACK N/A (NO PAVERS ON REAR PATIO)
Surveyed and Prepared By:
Richard P.
_ CLARSON &ASSOCIATES, INC.
Professional Surveyors and Mappers
1643 Naldo Avenue, Jacksonville, FL 32207
Phone: 904.396.2623 Website: clarsonfl.com
- Proudly Surveying in Jacksonville and Northeast Florida since 1952 -
S:\Subdivisions\Duv01 County\Atlantic Beach Country Club\Unit 1\18-008 Lot 6\dwg\PLOT PLAN.dwg
LOT 6
d
LOT SIZE
8,400± SQ. FT
RIGHT OF WAY LENGTH
70.00 FT
DRIVEWAY TO R/W (NOT IMPERVIOUS)
849± SO, FT
0 0 1'n
m
A �
175± SQ. FT
o
2933± SQ. FT
COVERED PORCH & STEPS
500± SQ. FT
S
441 SQ. FT
' `
'120.00
ALL PAVERS
ALL MEASUREMENTS ESTIMATED
FRONT (DRIVE & ENTRY) 1,006± SQ. FT
BACK N/A (NO PAVERS ON REAR PATIO)
Surveyed and Prepared By:
Richard P.
_ CLARSON &ASSOCIATES, INC.
Professional Surveyors and Mappers
1643 Naldo Avenue, Jacksonville, FL 32207
Phone: 904.396.2623 Website: clarsonfl.com
- Proudly Surveying in Jacksonville and Northeast Florida since 1952 -
S:\Subdivisions\Duv01 County\Atlantic Beach Country Club\Unit 1\18-008 Lot 6\dwg\PLOT PLAN.dwg
LOT 6
LOT SIZE
8,400± SQ. FT
RIGHT OF WAY LENGTH
70.00 FT
DRIVEWAY TO R/W (NOT IMPERVIOUS)
849± SO, FT
ENTRY & STEPS
175± SQ. FT
BUILDING AREA
2933± SQ. FT
COVERED PORCH & STEPS
500± SQ. FT
SERVICE COURT AREA
441 SQ. FT
TOTAL IMPERVIOUS AREA
3,652± SQ. FT 437
TREE SCHEDULE
LOT SQ. FT MINUS EASEMENTS/WETLANDS 7,862
ACRES = 7,862/43560 0,18
ACRES X 40 = REQUIRED TREE INCHES 7.2
THE REQUIRED NUMBER OF TREE INCHES WILL BE MET
USING 2" DIAMETER TREES,
70% OF REQUIRED PLANTED TREES SHALL BY CANOPY TYPE,
WITH NO MORE THAN 50% OF THE SAME SPECIES
Date: JANUARY 22, 2018
Survey Scale: 1"=20'
Field Book/ Page:
Drafted By: DNS---,
Reviewed By: _ WDP
Project No. 18-008(2)
r
�� I
Professional Surveyor snd Mapper No. 6793, State of Florida
WILLIAM D. PINKSTON
1- 4'4
r
1 23'4:, 16' 17' -I
APEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JA APEX TECHNOLOGY INC., A FLORIDA CORPORATION FBPE CA NO. 7547-4745 SUTTON PARK COURT,STE. 402
`Hi
TrueHouse
APEX
This drawing is not sufficient
alone for installation.
Additional instructions
accompanying this drawing,
including BCSI-B1, should be
used in conjunction with the
architectural and structural
plans during installation. If
BCSI-B1 has not been
shipped to the site with the
components shown on this
page, please contact Apex
Technology for a free copy.
Permanent bracing for the
building, including bracing to
resist wind, seismic, or other
lateral forces, and permanent
bracing for all structural
elements, is the responsibility
of the Engineer of Record for
hstruc e or the building
d signer, p ANSI/TPI 1-,
" 2 14 Chapte 2.
T `t.
rr
A
LE, FL, 32224- 904.821.5200 3/30/201 a
BUILDER:
Sea Level Building
SUBDIVISION:
ABCC
LOT NUMBER:
6
MODEL:
OFFICE COPY
Custom
DESIGNEE/CHECKED--
ESIGNED/CHECKED:RD
RD
`Hi
TrueHouse
APEX
This drawing is not sufficient
alone for installation.
Additional instructions
accompanying this drawing,
including BCSI-B1, should be
used in conjunction with the
architectural and structural
plans during installation. If
BCSI-B1 has not been
shipped to the site with the
components shown on this
page, please contact Apex
Technology for a free copy.
Permanent bracing for the
building, including bracing to
resist wind, seismic, or other
lateral forces, and permanent
bracing for all structural
elements, is the responsibility
of the Engineer of Record for
hstruc e or the building
d signer, p ANSI/TPI 1-,
" 2 14 Chapte 2.
T `t.
rr
A
LE, FL, 32224- 904.821.5200 3/30/201 a
r
i
J01
J03
m
I
T01
T02
T03
T04
T04
T04
o T04
T04
T04
T04
T03
T02
T05
00
J03
J01
M
ALL EXTERIOR WALLS HELD BACK 1/2" FOR SHEA HING
1-3'10"-1-12'4"-1— _4'2"—I
�✓ N N N N � ,°^
°y O O O O O O a
1-4'2" 12'-1-4'2"-1
T04 HAS BEEN DESIGNED TO ACCOUNT FOR DRAG LOADS.
REFER TO STRUCTURAL ENGINEERING FOR HOLD DOWN AND
TRUSS TO SHEARWALL CONNECTION.
APEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC., A FLORIDA CORPORATION FBPE CA NO. 7547-4745 SUTTON PARK COURT,STE. 402 JACKSONVILLE , FL, 32224- 904.821.5200
BUILDER:
Sea Level Building
SUBDIVISION:
ABCC
LOT NUMBER:
6
MODEL:
Custom
DESIGNED/CHECKED:
RD
TH
�
TrueHouse
APEX
This drawing is not sufficient
alone for installation.
Additional instructions
accompanying this drawing,
including BCSI-B1, should be
used in conjunction with the
architectural and structural
plans during installation. If
BCSI-61 has not been
shipped to the site with the
components shown on this
page, please contact Apex
Technology for a free copy.
Permanent bracing for the
building, including bracing to
resist wind, seismic, or other
lateral forces, and permanent
bracing for all structural
elem is the responsibility
of7e Engl eer of Record for
e structure r the building
esgner, per NSI/TPI 1-
014 Chapter