83 9th Street West SURVEY 04.24.2019MAP SHOWING AS -BUILT SURVEY OF: -
WEST I6 FEETLOT 5, AND THE EAST23 FEETOFLOT 6 &OCK67,, ATLANTIC BEACH SECT/ON WAS
RECORDED/NPLATBOOK 1B, PAGE34 OFTHECURRENTPUBLICRECORDSOFDUI/AL COUNTY, FLORIDA
DETAIL OF POOL AND DRAT UAGE AREA SCALE 1 INCH = 20 FEET
DETAIL OF POOL AND GRAVEL AREA SCALE 1 INCH = 7 FEET
ELEVATIONS SHOWN HERON ARE ACTUAL GROUND ELEV. NAVD88
INSTALL 34 INCHES 0
BASE /ROD(/
MATERIAL IS M BE PDN
39.00' DH
FOUND 1/2" IRON PIPE 5• NK
STAMPED `1704" _------- -._----
N,
0.5 0.0•
SET 1/2' IRON PIPE
ST iPED -LB 6470'
18.0
1
5.0' REFERENCE CORNER m^'
f
o
LAP POOL
I 1a.o-
i 6' WOOD lJ .• -- -.
FENCE n<
3.0
ELECTRICAL PANEL
219 VAC 25-30 AMP PANEL
INSTNLED CDNC,
FOR POD. PUMPS
I
1
0 STORY
FRAMED 1
RESIDENCE
W 3 1 # 83
WEST 44' EAST 23' F- O
LOT 6
C,
1
BLOCK 67 BLOCK 67 I N
I
O a .a
FfIN
U o FINISH FLOOR
r' Ci 1 ELEV=12.60
O ,
I
NAVD 88 1
I
1
GAR=11.95'
1
FOUND I1/2' IRON PIPE 1
DESIGN LAYER ROD( /PEBBLES AS 10
DISCHARGE RUNOFF OFF TOWARD RIGHT OF WAY
AS SHOWN BY DRAINAGE ARROWS
TWICA1 DRAINAGE SYSTEM TYPE W
SET 1/2" HRON PIPE
STAMPED "LB 6470"
5.0' REFERENCE CORNER
6' WOODFENCE
7.8' 0.2,
50
EAST 34'
LOT 5
Co BLOCK 67
3' PLASTICFENCE
0.7'
STAMPED "6715' `
3.23' REFERENCE CORNER 9OA„
47.00' .P•.. :.., <.
09h
CORNER OF INTERSECTION - - - - - - - -
FOUND 1/2' IRON PIPE WATER WIRES ELECTRIC SET 1/2' IRON PIPE
STAMPED '1704"
BETTER (10 1)' 39.00 x TELEPHONE STAMPED RB 6470'
10.0)'
WEST 9TH STREET
TES (50.00' RIGHT OF WAY)
I. THIS IS AN AS -BUILT SURVEY.
2. FLOOD ZONE "X" AS BEST ASCERTAINED FROM FLOOD PANEL
NO 12031CO408J DATED 11-2-2018
3. BEARING DATUM BASED ON THE PLAT OF RECORD
4. THERE MAY BE ADDITIONAL RESTRICTIONS THAT APPLY BUT ARE NOT
SHOWN ON THIS SURVEY BUT MAY BE FOUND IN THE PUBLIC
RECORDS OR FACILITIES OF THIS COUNTY. -
5. THIS SURVEY DOES NOT DETERMINE OWNERSHIP
6. LICENSE BUSINESS NUMBER 7820
GENERAL NOTES.
1. NO UNDERGROUND UTILITIES OR STRUCTURES LOCATED.
2. NO UTILITIES LOCATED EXCEPT AS MAY BE SHOWN HEREON.
3. NO ATTEMPT WAS MADE TO LOCATE JURISDICTIONAL WETLAND UNES NORTONOTIFYTHEPROPERAGENCIES,
4. ABSTRACT OF TITLE WAS NOT FURNISHED TO THE UNDERSIGNED.
5. VERTICAL DATUM BASED ON THE N.A.V.D OF 1988.
6. POOL CANTILEVER COPING EXTENDS OVER POOL STRUCTURE AND THAT
PART IS NOT INCLUDED INTO THE IMPERVIOUS SURFACE CALCULATION.
LIMITED USE AND DISCLAIMER
BY THE USE OF THIS SURVEY, YOU AGREE TO BE BOUND BY THE TERMS WRITTEN 01SURVEY.
1. THIS SURVEY IS INTENDED FOR SOLE USE OF THE PARTIES CERTIFIED HEREON. 2. NO PARTY SHALL ASSIGN THIS SURVEY DRAWING OR ANY INTEREST OR
OBUGATION HEREON WITHOUT THE PRIOR WRITTEN CONSENT OF THE UNDERSIGI3. ANY REPRODUCTION OF THIS SURVEY IS PROHIBITED.
4/24/2019 8:26:48 AM
THIS
ELEVATIONS SHOWN HERON ARE ACTUAL GROUND ELEV. NAVD88
39.00' 6' CHAIN
LINK ENCE
F
PT
In
J
Z?
A
I
y0.
7'
12 ( )
s12.5 __ 12.5 lx .YQ
I
18.0
lid (6 LAP POOL 7.6No
R/W
18.0
RDW
8.4/. .12.5 12.5
BK
0!
PG PAGE
PDB POINT OF
EGINNING
CDV'D
3.0
1
1 7.8' BLDG BUILDING
ELECTRICAL PANEL
CONCRETE
R RADIUS
219 VAC 25-30 AMP PANELI SECTION
ET' ELECTRICTRANSFORMERINSTALLEDCONC.
FOR POOL PLIMPI
1
AIR
CONDITIONER
CH . CHORD LENGTH
FI FVATIONS cupWN 6F nw AR p clrNl-n FI Fv NAVD88
DETAIL OF POOL GRADING AND FENCE BARRIER SCALE 1 INCH = 7 FEET
PROPERTY LINE EXISTING 5' CHAINU K FENCE PROPERTY LINE _
EXISTING 6' WOOD ENCE
12.3) RO
1 212.5) _---•C
5 FT GATE -- / %
C ' 1 O.7
J
E
aG
r00
nFENCED POOL AREA & POOL n LICK O
r} POOL COPING
12.0) SLOPE C3
LJJINCH IN 1.0 FT. 1 ,2 0) 4 6
G
F-
Z
0::3 o -c- `---" -x sit-•:-S (- O -
11.9') 5' FENCE3.3y9l
jj-
n.
O (11.7 (11.5) (1,
11.
4) 11.1_.4) / bR
No 1.9)) '-R K
wa EXISTING BUILDING
1 / 7.8'
0 20 40
Feet
PLOT SCALE -WS DEPENDANT UPON 512E OF PgPER
PLANS ARE1 INCH = 20 FEET !F PRINTED ON 18 X 24 PAPER
PLANS ARE 1 INCH = 33 FEET IF PRINTED ON 11 X 17 PAPER
I HEREBY CERTIFY To.
A
B REVISE
OFFICE COPY
PROPERTY INFORMATION
ZONING
RS -2
SETBACKS
FRONT 20 FEET
SIDES 5 FEET
REAR 70 FEET
IMPERVID115 CA U I A770N
DRIVEWAY TO R/W AND WALK = 425 Sq -FT
FRONT PORCH = 30 Sq -FT
BACK PATIO = N/A Sq -FT
HOUSE = 1,505 Sq -FT
AC PAD = PLASTIC = 0 Sq -FT
POOL DECK = (ROCK PERVIOUS SURROUND) = 30 SD -FT
POOL EQUIP PAD = 12.5 SQ -FT
PROPERTY = 3,977 50 -FT -
TOTAL IMPERVIOUS ®1,960 Sq -FT
PERCENTAGE IMPERVIOUS 60%
WATERSHED CALC AREA TO RNJ
2,100 Sq -FT
313EE CALCULATIONS
NON -SHADE 0 INCHES
BANKS & 13<9NKS
CONSULTING, INC.
83 WEST 9TH STREET ATLANTIC BEACH, FL
904)-695-2800 FAX (904)-685-2345
A GEOSPATIAL COMPANY
BANKSANDBANKSCONSULTIN G.COM
NOTES
1. THIS IS A SITE PLAN,
2 FLOOD ZONE "X" AS BEST ASCERTAINED FROM FLOOD PANEL
NO 12031 C0408J DATED 11-2-2018
3. BEARING DATUM BASED ON THE PLAT OF RECORD
4. THERE MAY BE ADDITIONAL RESTRICTIONS THAT APPLY BUT ARE NOT
SHOWN ON THIS SURVEY BUT MAY BE FOUND IN THE PUBLIC
RECORDS OR FACILITIES OF THIS COUNTY.
5. THIS SURVEY DOES NOT DETERMINE OWNERSHIP
S. LICENSE RIISINFSC NIIMRLA 1-
DARri 8 A4ADEEINE BANKS
Abbreviation
Table
THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE AS SET FORTH
BY THE FLORIDA BOARD OF SURVEYORS AND MAPPERS UNDER THE DEPT.
OF "AGRICULTURE AND CONSUMER SERVICES, PURSUANT TO SECTION
472.027 FLORIDA STATUTES AND CHAPTER 5/d7.050
FLORIDA ADMINISTRATIVE
Abbrev. Code Description
PC
F
PT PGINT OF
TANGENCY
A
I
PGINT ON
CURVE
I
OFFICIAL
RECORDS
VO UM
I HEREBY CERTIFY To.
A
B REVISE
OFFICE COPY
PROPERTY INFORMATION
ZONING
RS -2
SETBACKS
FRONT 20 FEET
SIDES 5 FEET
REAR 70 FEET
IMPERVID115 CA U I A770N
DRIVEWAY TO R/W AND WALK = 425 Sq -FT
FRONT PORCH = 30 Sq -FT
BACK PATIO = N/A Sq -FT
HOUSE = 1,505 Sq -FT
AC PAD = PLASTIC = 0 Sq -FT
POOL DECK = (ROCK PERVIOUS SURROUND) = 30 SD -FT
POOL EQUIP PAD = 12.5 SQ -FT
PROPERTY = 3,977 50 -FT -
TOTAL IMPERVIOUS ®1,960 Sq -FT
PERCENTAGE IMPERVIOUS 60%
WATERSHED CALC AREA TO RNJ
2,100 Sq -FT
313EE CALCULATIONS
NON -SHADE 0 INCHES
BANKS & 13<9NKS
CONSULTING, INC.
83 WEST 9TH STREET ATLANTIC BEACH, FL
904)-695-2800 FAX (904)-685-2345
A GEOSPATIAL COMPANY
BANKSANDBANKSCONSULTIN G.COM
NOTES
1. THIS IS A SITE PLAN,
2 FLOOD ZONE "X" AS BEST ASCERTAINED FROM FLOOD PANEL
NO 12031 C0408J DATED 11-2-2018
3. BEARING DATUM BASED ON THE PLAT OF RECORD
4. THERE MAY BE ADDITIONAL RESTRICTIONS THAT APPLY BUT ARE NOT
SHOWN ON THIS SURVEY BUT MAY BE FOUND IN THE PUBLIC
RECORDS OR FACILITIES OF THIS COUNTY.
5. THIS SURVEY DOES NOT DETERMINE OWNERSHIP
S. LICENSE RIISINFSC NIIMRLA 1-
DARri 8 A4ADEEINE BANKS
Abbreviation
Table
THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE AS SET FORTH
BY THE FLORIDA BOARD OF SURVEYORS AND MAPPERS UNDER THE DEPT.
OF "AGRICULTURE AND CONSUMER SERVICES, PURSUANT TO SECTION
472.027 FLORIDA STATUTES AND CHAPTER 5/d7.050
FLORIDA ADMINISTRATIVE
Abbrev. Code Description
PC POINT OF
CURVATURE
PT PGINT OF
TANGENCY
PDC PGINT ON
CURVE
DRV OFFICIAL
RECORDS
VO UM
R/W RIGHT DF WAY
RDW RIGHT OF WAY
BK BOOK
PG PAGE
PDB POINT OF
EGINNING
CDV'D COVEREDSTRUCTURE
APPRDX APPROXIMATE
BLDG BUILDING
CONC CONCRETE
R RADIUS
SEC SECTION
ET' ELECTRICTRANSFORMER
AC AIR
CONDITIONER
CH . CHORD LENGTH
L ARC LENGTH
0H OVERHEADELECTRIC
TR TRACT
PT POINT DF
TANGENCY
PB PLAT BOOK
IP IRON PIPE
SECONDS
A/C AIR
CDNDITIDNER
NTS NOT TD SCALE
D CENTRAL ANGLE
CODE
DARYL S. BANKS CERTIFICATE S 6065 No 8063
STATE OF
DATE APRIL 24, 2019
SCALE 11NCH=20 FEET
JOB NO 18730
THIS SURVEY WAS ELECTRONICALLYCERT1FfED BYDARYL S. BANKS, PSM 6063, AS TIMESTAMPED ON BORDER.