350 OCEAN BLVD - MISC. DWG'SPLANT SCHEDULE:
Description
Qty
Size
Slyvestri Palm
1
124' CT,#1
Sabal Palm (Slick)
9
10 CT
Robeilini Date Palm
1
35 Gal Multi -Trunk
Crepe Myrtle "Natchez"
3
45 Gal,, 2" Multi -Trunk
East Palatka Holly
4
45 Ga 1., 2" Multi -Trunk
Podocarpus a
108
15 Gal
;Podocarpus
12
30 Gal
Holly Fern
54
3 Gal
Asiatic Jasmine
420
1 Gal
Awabuki Viburnum
12
3 Gal
Macho Fern
24
3 Gal
Shell Ginger
10
7 Gal _
Giant Liriope Grass
18
1 Gal
,Foxtail Fern
36
3 Gal
Gray Granite Pea Gravel
5
Cu Yds
St. Augustine ( AS NEEDED)
4
Pallet
Shell Mulch (AS NEEDED) Option
11
Yards
Tractor . (AS NEEDED)
1
Per Day
Fill Dirt (AS NEEDED),,,
0
Per Yard
# 3 Mix (AS NEEDED)
10
Per Yard
Demolition ( Man Hrs.)
■■■■■■■■■■■■■■■■■■■■■■■■■■■I
Per Hour
Crane (AS NEEDED)
0.0
fe
Pavers and Stepping Stone TBD
SE
0
_
2" Cal, 10' OAH, East Palatka Holly
3, New Sabal Palms
10" Cal. 8' -10' OAH (Slick)
Extisting 6' Wood Fence
SEE
Concrete Block / / ►1R���w�►�11 I
RF IN �0�'►' : -��� / /►
Knee Wall inside
., ��., 0 ♦�I► �,�, �� ♦ V 1 ; �� ��Fence
AwabukiViburnum
10" Elm
PERVIOUS
White
Extended
Crepe Myrtles
Patio
12" Laurel Oak Approx. 210
Sq. Ft.
(6' x 35')
SOD
3, New Sabal Palms
10" Cal. 8' -10' OAH (Slick)
13" Palm
Holly Fern
GENERAL NOTES:
1. ALL PLANTS MUST BE HEALTHY VIGOROUS MATERIAL,
FREE OF PEST'S AND DISEASE.
2. ALL PLANTS SHALL BE FLORIDA #1 OR BETTER AS DESCRIBED
IN GRADES AND STANDARDS FOR NURSERY PLANTS.
3. ALL PLANTS MUST BE TRIANGULARLY SPACED UNLESS
OTHERWISE NOTED.
4. ALL EXISTING VEGETATION AND TREES MARKED TO RE AIN
MUST BE PROJECTED, WATERED AND FERTILIZED ASN El
THROUGHOUT THE TOTAL CONSTRUCTION PROCESS.
6. PRIOR TO CONSTRUCTION THE LANDSCAPE CONTRAC R IS
RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTI (TIES AND
SHALL AVOID AMAGE TO ALL UTILITIES DURING THE C URSE
OF WORK. THELANDSCAPE CONTRACTOR IS RESPON IBLE FOR
REPAIRING AIRY AND ALL DAMAGE DONE TO ALL UTILIT S
AS A RESULT bF THE LANDSCAPE WORK.
6. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VERIFYING
ALL QUANTITIES SHOWN ON THE PLANS PRIOR TO PRICING WORKS
7. ALL PLANTINOSHALL BE DONE IN ACCORDANCE WITH
ACCEPTABLE REGIONAL HORTICULTURE PRACTICES. T IS IS TO
INCLUDE, But NOT LIMITED TO, PROPER PLANTING MD, PLANT
BED AND TREE PIT PREPARATION, PRUNING, STAKING OR GUYING,
WRAPPING, SPRAYING, PLANT FERTILIZATION, PROTEC ION,
AND ADEQUATE MAINTENANCE UNTIL THE FINAL ACCE DTANCE
OF THE OWNER.
S. STANDARDS SET FORTH IN "AMERICAN STANDARD FO
NURSERY STOCK" REPRESENT GUIDELINE SPECIFICATI NS ONLY
AND CONSTITUTE MINIMUM QUALITY REQUIREMENTS F R
PLANT MATERIAL.
NOTE: ALL PLANTING AREAS TO BE IRRIGATED WITH 100 o COVERAGE,
ALL BED PLANTS TO HAVE DRIP IRRIGATION.
I,
Macho Fem
Property Line 10" F aim
6" Water Oak 19
Podocarpus Hedge'
Utility Pad
Concrete Stepping Stone in gray Granite
Downspout
to 4", PVC
I
Hedge
Tree Mitiaation Kev-
New Hardwood Tres.
Min. 2" Cal.
New Shade/ Hardwood Tres -
Min. 4" Cal.
(1 Front,/ Back)
Now Sabal Palen
New Specimen Palm
Podocarpus Hedge\
Liriope Grass
16, 16, $ 20" palms
Male
a -
Garbage and Recycle Bins
behind Louvered Panel
Podocarpus Hedge
Proposed Two tory
Covered # 350
Porcill IMPERVIOUS
0 PERVIOUS BELOW 1922 Sq. Ft.
Approx. 350
Sq. Ft.
Downspout
to 4" PVC
Podocarpus Hedge Podocarpus Hedge
Podocarpus Hedge
� •■ ■■ � 5,B � • ■• � ■■ � ■■ � ■■ • � ■■ �
14" Laurel Oak "_�T
in adjacent Lot #4
4" Cal. Live Oak
Podocarpus Hedge
r
/ New 6' Wood Fence
4' CT Robellini
Date Palm
also on � Y1 65,- •■
Covered Porch
IMPERVIOUS
D
O
Trees to be Removed
(RED TAPE)
Trees to be Saved
*J (BLUE TAPE)
/4" Cal. Live Oak
bject Key -
Direction of surface water
■. ■ a Miss ■ ■ OWNS ■ ■ ■ • •• Drainage- Gutter to Schedule #40,
4" PVC to Pop -Up
•we^e
00e ♦
Tree Protection Barrier and Silt Fencing
Installed prior to construction
Paver Install Detail -
TTP. 10.8AGGREGATEIN OPEN NGS
CONCReTE PAVER6MN.
—0-1 K
.GE RESTRA NT mTH CUTAUTS
FOR OVERFLOW DRAINAGE (CURB SHOWN)
e°W o • rYYAURSEt t2T0 Y(aO TORmm)TNiOK
Bp• (rvP.R NO 6A00REGATE)
Oj] • .'(top MMITHICK N00]STONE
, � tl OPENARA060 BASE
�0-,�.p Mt ]STONE SUBe46E
u
P ONALOEomKi LEONBOT]oMANO eSET OP OPENGAOEO BASE
SOIL SUESP -ZERO SLOPE
NOTEO
]UF(@O UMI nROK PAveRB MAV REUSED IN PEO@@mLAN PPPL CATONe.
3, _SULTE CM PEINTER—P. OOPSTE- AV til MPNUAL. "
PERMEABLE PAVEMENT WITH FULL ICPN99
EXFILTRATION TO SOIL SUBGRADE
Foxtall Fern
116.
., Date:
r I ,,
Restore front ROW to
NO
SE 00
City of Atlantic Beach
Sodded.
12" Palm
C1. LEE
E � 00
condition
Addm•e: 550 Cavan Blvd
00 LL
•� 111.
11
Provided Storage:
00
L�0
e' .; ■ . � �7drtl
Restore front ROW to
Storage
Sodded and irrgated condition
int Irtel
tell
SOD
rrII''
BOTTOM
0
TOB
Elevation Area
Storage
1R) IK)
M]I
0
16 ar
\lY//�ll� 5► ��%r.:�lll�\/�ii��'ii\�,; i\\ l`�Iilh�\i i1\'.:
I�fBL{IHi�ILLSL1iIlViS�111��:'iYiH�IN WCNIs!/li t1�il�iilfW i��l
0
■■■■■■■■■■■I►.■■■■■■��rz�r■■■■I.
Elevation Ana
Soon".
■■■■■■■■■��■■■■■■■■■■■It:�tlWllll
IB'i
o
Ca crele Apron- 4F ir
0
TOB
5" �hlck I 400011psl eofodf
IENN■■■J■■■■■■■■■■■■■■■■■■■■I'
I■■Iii■■■■■■■■■■■■■■■■■■■■■■Iand
A=Ama=
0.0
■■■■■■■■■■■■■■■■■■■■■■■■■■■I.vIN
5.5
Fiber
pi=POPE fabler-
■■■■■■■■■■■■■■■■■■■■■■■■■■■I
lrpmund Silence-
0.0
fe
Regdmd Treatment Volume •
0
at
1■w■■■■■■tlwwe■�■■■■el��■w■■■■I'
[,3�L'11I�:L�►il�:!'��Ji�.LL�li�:�'CJ1L• iGi:jr�Litl�7■■■I
0
Re
-
Ililii/�iil11111/liiYiiiiiiilliirilii■■■■■■■■■I'
.!"iF�f r7 i,:� lI rl il� 1+7Z�If~�I iii■■■■■■■I
1■■:�iy�Yti'g■■■■■■■■■■■■■■■■■■I
as
1■C1..Ii1■■■■I/■■■■■■■■■■■■■■■■■I
1■■■■mow■■■■■■■■■■■■■■■■■■■■■I'
�
■■■■■■■■r�■■■■■■■■■■■■■■■■■I
1■■ ■
all 0
1 ■■■ ■■ ■■ ■■■■ 111 �■ ■■ ■■ ■■ ■■ ■■ ■■ ■I'as
Asiatic Jasmine
1
ri
.` D
•
Watec-Metere
Location of ApprovedSetback
Roll Off Container
I rWAgmi `. �'
``t
t'tWYMM
SOD
[Bo
t
OD SOD
SEEa.a.4tlttls•e•41ts•e.altltts•e. S.ii.�-i. BE SEE
2, New Saldial Palms
10" Cal. 8' + 10' OAH (Slick) Fence Diminishes in Ht. from
6' to 4' at 20' from lot line
Asiatic Jasmine
12' CT, 15" Sylvestri Palm on
Mounded Bed
SOD
I 1d' v v 4l
SRW
., Date:
r I ,,
4l L,t Ll ,1 w
NO
SE 00
City of Atlantic Beach
O -W 00
seem��
Permit No: RES17424
C1. LEE
E � 00
Addm•e: 550 Cavan Blvd
00 LL
•� 111.
11
Provided Storage:
00
L�0
Restore front ROW to
Storage
Sodded and irrgated condition
int Irtel
tell
0
BOTTOM
0
TOB
Elevation Area
SCALE: 3/16" =1' _ 0"
Tree Removal Tabulations -
Hardwoods (3 Trees)
INCHES TYPE
6" Crepe
10" Elm
12" Live Oak
81" Palms
124" = Total Inches
Hardwood Trees Removed = 3
Total inches Removed =14"
Hardwood Replacement Inches = 30"
2,4" Cal. Live Oak =16"
3, 2" Cal. Multi -Trunk Crepe Myrtles = 6"
4,2" Cal. x 10' OAH East Palatka Holly = 8"
Palm Replacement Inches = 81"
8,10", 8' -10' CT Sabal Palms = 80"
1, 15",12' CT Sylvestri Palm =10"
Pervious- Impervious Tabulations -
Comp. By: SRW
Date; 1/412018
Public Works Department
City of Atlantic Beach
perm/it No: REW4324
Aldreea: 550 Oran BNM
ReoWred Storaoe Volume
SCd eU'o 2466 of the City of Atlantic Beech's Zoning, Subdvsion, and land 11—lopment Regulations
mWEa met the dHler6nce botwaen the prey and poatdevdd opmemlume of etoon—tar nmoff be
Stoma on slut. Volumed Runoff is de0r-d SE rdlG
V - CAR]t2
Where: V - Volume of R'no"
C - Cou flcient of Rundr
A - Amo d lot in squaw toot
R= 2b -yr! 2 -11 ralnra0 depth (9.3-tnOhaE for Atlantic Beach)
Pred"IrA
em•rd Runwfl Volume:
Lot Ar_(At • 5,7
50 BP
Runoff Cooff hen
Are• Let Ama
0 ..ription IR'} MI "C" Wtd-C"
Imp. out 2.475 5.750 1.00 0.43
panne. 3.275 5,750 0.20 0.11
Runoff CoaMclent (C) - 0.54
Runoff Volume
V= 0.54 x 5,750 x 9.3 1 12
V = 2,426 to
PaatdevN went RuneffVolu'i
Let Ana(At- 5,750 rte
-- - Runoff C"MCiant
'-ASM'--- Lot Ama-
-' M NPH.__
I'.
.C, _c'
perwwe 14 f.00�b RISA = 6a.0%
Pervlou6 2975 5,750 0.20 0.10
Runoff CoaMdent(C)- 0.60
Rat ori Volume
V - O.SO 9 5,750 x 93 ( 12
V = 2.974 R°
R•culr•0 Sten_ Volumo
OV- PoeldaNelopmaM Runoff Volume- Predevslopmem Runoff Volume
CV = Z674 - 2,425
oV = 249 rt]
It— ]MSTE—PIR£TENTION 1142011
Comp. By:
SRW
., Date:
1/4/2018
Public Works Department
NO
SE 00
City of Atlantic Beach
O -W 00
seem��
Permit No: RES17424
C1. LEE
E � 00
Addm•e: 550 Cavan Blvd
00 LL
•� 111.
11
Provided Storage:
00
L�0
Elevation Arae
Storage
int Irtel
tell
0
BOTTOM
0
TOB
Elevation Area
Storage
1R) IK)
M]I
0
BOTTOM
0
TOB
Elevation Ana
Soon".
MI IRel
IB'i
o
BOTTOM
0
TOB
I ngrourM •teregp-A-d'pf
A=Ama=
0.0
d- depth to ESNWT=
5.5
pi=POPE fabler-
0.3
lrpmund Silence-
0.0
fe
Regdmd Treatment Volume •
0
at
Supplied Tnatmant Vduma -
0
Re
IEBIBMIRIY MAEIER WATER RETENTION ]Hr101B
6
Z
O r U.
.3Jo r
0
r r rrq
Sisal
0 X00 r
Oil O�p�� � ti a a (In flir
r rrrr
0
N
e/0
NO
SE 00
O -W 00
seem��
C1. LEE
E � 00
00 LL
•� 111.
11
00
L�0
0000
Z0 I
0 0 iliall \0.
*0
0.0 M,
0OC
NN '- 0
COSlo�-0
N �
5,j
J 10
0
t�
7
r r rrq
Sisal
0 X00 r
Oil O�p�� � ti a a (In flir
r rrrr
PLOT PLAN OF
LOT 5, BLOCK 24, SUBDIVISION "A" ATLANTIC BEACH AS RECORDED IN PLAT BOOK
5, PAGE 69, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
FOURTH ST.
40' RIGHT OF WAY PAVED PUBLIC ROAD
z
0
I-
0
J
I (+ f-e"V
N
115.00'
(115.03' FIELD)
LOT 4
NOTES:
1. THIS IS A PLOT PLAN.
2. NO BUILDING RESTRICTION LINES AS PER PLAT.
3. BOUNDARY SHOWN AS PER SURVEY No. 2017-1502 BY THIS
FIRM.
INTERIOR ANGLES PER SAID SURVEY AS FOLLOWS:
A = 90'00'05"
B = 89'53'55"
C = 90'06'21"
D = 89'59'39"
4. NORTH PROTRACTED FROM PLAT.
5. BENCH MARK USED IS A NAIL IN A 14" PALM LOCATED AT
THE SOUTH PROPERTY LINE FOR 320 BEACH AVENUE.
ELEVATION = 15.00 N.A.V.D. 1988
SET BENCH MARK AS SHOWN HEREON.
6 DENOTES EXISTING DRAINAGE FLOW DIRECTION.
THE PROPERTY SHOWN HEREON LIES IN FLOOD ZONE "X"
(AREA OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN)
AS WELL AS CAN BE DETERMINED FROM THE FLOOD
INSURANCE RATE MAP NUMBER 12031 CO409H, REVISED
JUNE 3, 2013 FOR DUVAL COUNTY, FLORIDA.
"NT VALID WITHOUT THE SIGNATURE AND
TH ORIGINAL RAISED SEAL OF A FLORIDA
Lt ENSED SURVEYOR AND MAPPER."
C ECKED BY:
DRAWN BY: SWC
FILE: 2017-1835
Q 10 20,lll 1 40
SCALE: 1" = 20'
DONN Wt. 6OATWRIGHT, P.S.M.
FLORIDA UC. SURVEYOR and MAPPER No. LS 3295
FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672
DATE:
DECEMBER 20, 2017
SHEET 1 OF 1
BOATWRIGHT LAND SURVEYORS, INC.
1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550
SITE BENCH MARK:
MAGNAIL IN EAST
o
EDGE OF PAVEMENT.
ELEVATION - 11.44
V)
N.A.V.D. 1988
aZ
Q
U
0
Q�
oW>
o�
V
J
m
W EL
C3
--�
0
m r
a
zLL
0
Q~
LLQ
O
Q 10 20,lll 1 40
SCALE: 1" = 20'
DONN Wt. 6OATWRIGHT, P.S.M.
FLORIDA UC. SURVEYOR and MAPPER No. LS 3295
FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672
DATE:
DECEMBER 20, 2017
SHEET 1 OF 1
BOATWRIGHT LAND SURVEYORS, INC.
1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550
PLOT PLAN OF
LOT 5, BLOCK 24, SUBDIVISION "A" ATLANTIC BEACH AS RECORDED 1N PLAT BOOK
5, PAGE 69, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
CHECKED
BY:
- FOURTH ST
BY: SWC
FILE:
2017-1835
LJ
40' RIGHT OF WAY
PAVED PUBLIC ROAD
U
Q
— —
ry
ry
Ck-
LiJ
o
W
IIIN
LLJ
o LOT 6
e 1 '
V
Qf
n
U
\V
o= (115.12' FIELD)i"
o '
Z
4' wooD it 4' WOOD
FENCE Z
FENCE S
?.3 am 115.00 `r
Qx
6' WOOD FENCE j
0.1 CD
in
SITE BENCH MARK:
opo CONCRETE G! "' �'— UTILITY PAD �WA
j- — —
MAGNA1l IN EAST
EDGE OF PAVEMENT.
WL8.6'
53.5
c
1 y c
11.44
ELEVATION,;,11.44
N.A.V.D. 1988
M 0
$k-
CONCRETE D RIVE a
LLl
M
.•. w
I___
Q
N -i O PROPOSED 2 STORY
Q
l-
`'- O m RESIDENCE No. 350 3.0
U
U Q
_03 0)O FINISHED FLOOR _ 13.00 w METERS 3 O I+-
12.67
W
a
6 L0 GARAGE FLOOR - 6.5
m , _
v
;i.
F—
W9
z
o
Q
57.0'
25.0'
o C<
115.00'
Z
o
(115.03' FIELD)
Q
J
04 ix S
U
►- LOT 4
0
0to
Q
NOTES:
1. THIS
IS A PLOT PLAN.
2. NO 13UILDING
RESTRICTION LINES AS PER PLAT.
3. BOUNDARY
SHOWN AS PER SURVEY No. 2017-1502 BY THIS
FIRM.
INTERIOR
ANGLES PER SAID SURVEY AS FOLLOWS:
A =
90'00'05„
B =
8953'55"
C =
90'06'21"
D =
89'59'39"
4. NORTH
PROTRACTED FROM PLAT.
Q 10 20 40
5. BENCH
MARK USED IS A NAIL IN A 14" PALM LOCATED AT
THE SOUTH
PROPERTY LINE FOR 320 BEACH AVENUE.
SCALE: 1" = ,20'
ELEVATION
= 15.00 N.A.V.D. 1988
SET BENCH
MARK AS SHOWN HEREON.
6.
z-.-- DENOTES EXISTING DRAINAGE FLOW DIRECTION.
THE PROPERTY
SHOWN HEREON LIES IN FLOOD ZONE "X"
(AREA
OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN)
AS WELL
AS CAN BE DETERMINED FROM THE FLOOD
INSURANCE
RATE MAP NUMBER 12031 CO409H, REVISED
JUNE
3, 2013 FOR DUVAL COUNTY, FLORIDA.
"NOT VA
ID WITHOUT THE SIGNATURE AND
DONN OATWRIGHT, P.S.M.
THE ORIGINAL
RAISED SEAL OF A FLORIDA
FLORIDA LIC. SURVEYOR and
MAPPER No. LS
3295
LICENSED
SURVEYOR AND MAPPER."
FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672
CHECKED
BY:
DRAWN
BY: SWC
FILE:
2017-1835
DATE:
BOATWRIGHT LAND SURVEYORS, INC. DECEMBER 20, 2017
1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 SHEET 1 OF 1
REF:2016 1223; 2017-0533 2017-1502; 2017-1504
PLOT PLAN OF
LOT 5, BLOCK 24, SUBDIVISION "A" ATLANTIC BEACH AS RECORDED IN PLAT BOOK
5, PAGE 69, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
FOURTH ST.
L!_I 40' RIGHT OF WAY PAVED PUBLIC ROAD
U
ry
ry
LLJ o
o
i--- to
N
~o
W LOT 6
<C o
n o' o (115.12' FIELD) bD a' wooD �; a wooD ��
U Z
8 L N r_ _ 115 00' FENCE FENCE 4 '
t�� • z_.x z
Q e- 0.1 0 — —61 WOOD FENCE cr SITE BENCH MARK:
cl CONCRETE �+! 7� MAGNAIL IN EAST
UTILITY PAD WA I - — EDGE OF PAVEMENT.
W 53.5 18.6' I o ELEVATION - 11.44
N.A.V.D. 1988
LLJ
PROPOO .. CONCRETE�DRIVE Q 0
ED � i
M O Li.
w � Q
m N w O PROPOSED 2 STORY s.o I-- Q
Q o m RESIDENCE No. 350 `
-' rn O _., �� FINISHED FLOOR 13.00
U J GARAGE FLOOR = 12.67 W ss METE s 3 �` UJ a
m 2 c
-{ OLO rn � o
E--
W3: a
57.0' 25.0'
p o ,� o C m Q
`t 115.00' Z o
" (115.03' FIELD) NB H
Q x
N I7iS r ,
I- LOT 4
V
Q O
to
NOTES: DENIEum"
1. THIS IS A PLOT PLAN.
2. NO BUILDING RESTRICTION LINES AS PER PLAT.
3. BOUNDARY SHOWN AS PER SURVEY No. 2017-1502 BY THIS
FIRM. CV64
INTERIOR ANGLES PER SAID SURVEY AS FOLLOWS: vv
A = 90'00'05"
B = 89'53'55"
C = 90'06'21"
D = 89'59'39"
4. NORTH PROTRACTED FROM PLAT. Q 10_z0 4,0
5. BENCH MARK USED 1S A NAIL IN A 14" PALM LOCATED AT
THE SOUTH PROPERTY LINE FOR 320 BEACH AVENUE. SCALE: 1" 20'
ELEVATION = 15.00 N.A.V.D. 1988
SET BENCH MARK AS SHOWN HEREON.
6. DENOTES EXISTING DRAINAGE FLOW DIRECTION.
THE PROPERTY SHOWN HEREON LIES IN FLOOD ZONE "X"
(ARE - OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN)
AS WELL LL AS CAN BE DETERMINED FROM THE FLOOD
INSURANCE RATE MAP NUMBER 12031 CO409H, REVISED
JUNE 3, 2013 FOR DUVAL COUNTY, FLORIDA.
"NOT VALID WITHOUT THE SIGNATURE AND DONN W.OATWRIGHT. P.S.M.
THE ORI SINAL RAISED SEAL OF A FLORIDA FLORIDA LIC. SURVEYOR` and MAPPER No. LS 3295
LICENSE SURVEYOR AND MAPPER." FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672
CHECK
D BY:
DRAWN
BY: SWC
FILE:
2017-1835
BOATWRIGHT LAND SURVEYORS, INC. DATE: MBER 20, 2017
1500 ROBERTS DRIVE, JACKSONVILLE BEACH. FLORIDA 241—.8550 SHEET 1 OF 1
REF. -2016--1223, 2017-0533 2017-1502. 2017-1504
OFFICE COPY V I DENCE
HOMES
by Bill Cellar
REVISION CELLARIRESIDENCE
BP#
LOT NUMBER:
BATE CJ •v` MODEL:
��
SIGNED ,'►.,,,,_,. CUSTOM
DESIGNED/CHECKED:
JM
r
10' 53'5"
o ¢¢¢ITH)
o00
■I_
J03
J05
T18
Ss'11" r
'
T19
T20
73'11"
T20
T20
azo
T20
T20
T20
T19
T18
J05
p�NSF
J03
OFFICE COPY V I DENCE
HOMES
by Bill Cellar
REVISION CELLARIRESIDENCE
BP#
LOT NUMBER:
BATE CJ •v` MODEL:
��
SIGNED ,'►.,,,,_,. CUSTOM
DESIGNED/CHECKED:
JM
r
10' 53'5"
o ¢¢¢ITH)
o00
■I_
bracing for all structural
■I®�F
Ss'11" r
'
elements, is the responsibility
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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
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GE02
T13M
T13M
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V I DENCE
OFFICE COPY HOMES
by Bill Cellar
SUBDIVISION:
REVISION LOTLLAR NUMBERSIDENCE
BEd 3 2 y. 5
BP#
p.. MODEL:
DATE' 3 I I O CUSTOM
SIONED M DESIGNED/CHECKED:
JM
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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
ineer of Record for
egg®.1truct a or the building
®®o®®® 'r"p ANSI/TP11-
2.
• No 1457
•�E� �•• i,`t'i.3'��V�,+�
14�57
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TECHNOLOGY INC., A FLORIDA CORPORATION FBPE CA NO. 7547-4745 SUTTON PARK COURT,STE. 402 JACKSONVILLE, FL, 32224- 904.821.5200
GE03
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HTU26
GE02
T13M
T13M
T13M
T13M
V I DENCE
OFFICE COPY HOMES
by Bill Cellar
SUBDIVISION:
REVISION LOTLLAR NUMBERSIDENCE
BEd 3 2 y. 5
BP#
p.. MODEL:
DATE' 3 I I O CUSTOM
SIONED M DESIGNED/CHECKED:
JM
r
TH
Z'rueHouse
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
ineer of Record for
egg®.1truct a or the building
®®o®®® 'r"p ANSI/TP11-
2.
• No 1457
•�E� �•• i,`t'i.3'��V�,+�
14�57
ir
.nll
;
TECHNOLOGY INC., A FLORIDA CORPORATION FBPE CA NO. 7547-4745 SUTTON PARK COURT,STE. 402 JACKSONVILLE, FL, 32224- 904.821.5200