83 W 9th St. POOL18-0047 dwgs2FOUND 1/2- IRON PIPE
STAMPED "1504"
1
1
MAP SHOWING SITE AND DECK PLAN OF:
WEST 16FEETLOT5, AND THE EAST23 FEET OF LOT 6 BLOCK 67, ATLANTIC BEACH SECTION W -AS
RECORDED /N PLAT BOOK 18, PAGE 34, OF THE CURRENTPUBLIC RECORDS OF DUVAL COUNTY, FLORIDA
POOL COPING & POOL STRUCTURE
SHALL NOT BE CLOSER THAN 5.0 FT IN. 3.0 OF CONCRETE DECK / PAVER
TO ANY PROPERTY UNE. DECK PER ENGINEERING REQUIREMENTS
MUST SLOPE AWAY FROM POOL MIN. 0.25%
6' WOOD FENCES S1 C'I'E CONCRETE PS MIN. 3,000 LBS/SO-IN
TO REMAIN SEE ENGINEERING PLANS FOR DETAIL
ESIGN LAYER ROCK /PEBBLES AS TO
DISCHARGE RUNOFF OFF TOWARD RIGHT OF WAY
INSTALL 34 INCHES 0 AS SHOWN BY DRAINAGE ARROWS
BASE / ROCK/ PEBBLE_ TYPICAL DM14AGE SYSTE3 TYPE 'A"
MATERIAL IS TO BE PERMABLE
LOT 6 LOT 5
BLOCK 66 BLOCK 66
YR'9. '0' CHAIN
n �'. ` �If I NK FENCE 0.5'
SET 1/2- IRON PIPE
STAMPED "LB 5470"
5.0' REFERENCE CORNER
INSTALL PROTECTIVE BARRIER
OUTSIDE DECKING OF POOL
SURROUND MEETING MIN. FENCE
HEIGHT, AND DO' -R REQUIREMENTS
PER FLORIDA BUILDING CODE
1. MIN. HEIGHT 48 IN.
2. MAX HORIZ. SPACING BETWEEN SLATS 4 IN
3. MIN. VERT SPACING HORIZONTAL MEMBER 43 IN.
FENCE TO BE INSTALLED WITH
A MAX GAP OF 2 IN
TO EXISTING GRADE.
W <
W WEST 44'
LOT 6
CO ~ BLOCK 67
Q �
[f
I
Uv O
I1 C3
6' woo
FENCE
0
FOUND 1/2" IRON PIPE
STAMPED "6715"
3.23' REFERENCE CORNER
47-00'
CORNER OF INTERSECTION
FOUND 1/2- IRON PIPE
STAMPED "1704"
SURVEYOR NOTES
1. THIS IS A SITE PLAN.
2. FLOOD ZONE "X" AS BEST ASCERTAINEDFROMFLOOD PANEL
NO 12031C0408J 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 LINES
NOR TO NOTIFY THE PROPER AGENCIES.
4. ABSTRACT OF TITLE WAS NOT FURNISHED TO THE UNDERSIGNED.
5, VERTICAL DATUM BASED ON THE N.A.V.D OF 1988.
LIMITED USE AND DISCLAIMER
BY THE USE OF THIS SURVEY, YOU AGREE TO BE BOUND BY THE TERMS WRITTEN ON THIS
SURVEY.
1. THIS SURVEY IS INTENDED FOR SOLE USE OF THE PARTIES CERTIFIED HEREON.
2. NO PARTr SHALL ASSIGN THIS SURVEY DRAWING OR ANY INTEREST OR
OBLIGATION HEREON WITHOUT THE PRIOR WRITTEN CONSENT OF THE UNDERSIGNED.
3. ANY REPRODUCTION OF THIS SURVEY IS PROHIBITED.
3 O T28.3'"ll
17.8' 0.2'
EXISTING ELECTRICAL PANEL
120 VAC 25-30 AMP DANELINSTALL PLASTICtNE ONLY A TEMPORARY SETBACK
BASE FOR POOL PUMPS FOR POOL AND EQUIPMENT
CONSTRUCTION ANU INSTALLATION
' MIN. 5.0 FT FROM ALL PROPERTY LINES
ONE STORY 5.0
M FRAMED
RESIDENCE i
# 83 COVERED
EAST 23' 4.s AR: EAST 34'
LOT 6 LOT 5
BLOCK 67 cv BLOCK 67
Q O
2.9'
tv
m o
f a
3' PLASTIC
FENCE
5.7' - a'
2.8' 5.2'
13.5' ri
P-
I
{ BRiCK/ { 14
i
WATER __3
WIRES ELECTRIC SET 1/2" IRON PIPE
METER 3 9.010 TELEPHONE STAMPED "LB 6470"
BOXES
WEST 9TH STREET
(50.00' RIGHT OF WAY)
PROPERTY INFORMATION
ZONING
RS -2 0 20 40
SETBACKS
Feet
DETAIL OF DECK FLAN
4" MIN. T?'*'4AIESS- ROCK / PER13LFSIN. 1:0 OF_CONCR-:9ECK / PAVER
I w PERVIOUS SURROUND DECK PER ENGINEERING REQUIREMENTS
X Z Z GHT MUST SLOPE AWAY FROM POOL MIN. 0.25%
w 000 S I
1- FT COPING
m O
_:
" MIN. THICKNESS
mof
O
au
BK
BOOK
PROPOSED 6 FT X 18 FT
`1Z
o RAIL
CD
Lu
LAP POOL
r
COVERED
STRUCTURE
F
U)
w
n
1- FT COPING
OFFICIAL
RECORDS
VOLUME
" MIN. THICKNESS
RIGHT OF WAY
ROW
(n
BK
BOOK
PROPOSED 6 FT X 18 FT
PAGE
POB
Lu
LAP POOL
r
COVERED
STRUCTURE
APPROX
APPROXIMATE
BLDG
---6"6" MIN. THICKNESS
CONC
1- FT COPING
SLOPE CONCRETE PSI MIN. 3, lB /S 0- N
SEE ENGINEERING PLANS FOR DETAIL
ROCK / PEBBLE
PERVIOUS SURROUND
4 MIN. THICKNESS
X
L t SKIMMER -j
x X X XX
INSTALL 5' FENCE ADDER
INSTALL 5 FT _ INSTALL
G>iit ROCK / PEBBLE
PERVIOUS SURROUND
FRONT 20 FEET
SIDES 5 FEET PLOTS C A L E IS DEPENDANT UPON SIZE OF PA PER
REAR 10 FEET --PLANS ARE WP~,H 20 FEET I PRINTED ON 10 X 24 PAPER' -
PLANS ARE 1 INCH = 33 FEET IF PRINTED ON 11 X 17 TAPER
IMPERVIOUS CALCULATIONS
DRIVEWAY TO R/W AND WALK = 425 SQ -FT
FRONT PORCH = 30 SO -FT
BACK PATIO = N/A SO -FT
HOUSE = 1,505 SQ -FT
AC PAD = PLASTIC = 0 SQ -FT
POOL DECK = (ROCK PERVIOUS SURROUND) = 0 SQ -FT
PROPERTY = 3,977 SQ -FT
TOTAL IMPERVIOUS = 1,960 SQ -FT
PERCENTAGE IMPERVIOUS =49%
WATERSHED CALC AREA TO RNV
2,100 SQ -FT
TREE CALCULATIONS
NON -SHADE 0 INCHES
BANKS & BANKS
CONSULTING. INC.
83 WEST 9TH STREET ATLANTIC BEACH, FL
(9®4)-6&`-Z i FAX (9 i4)-685-2346
A GEOSPATIAL COMPANY
BANKSANDBANKSC'ONSULTTNG.COM
Ablarevlallon
Table
[ Abbrev. Code Description
PCIPOINT OF
CURVATURE
PT I POINT ❑F
ORV
OFFICIAL
RECORDS
VOLUME
R/W
RIGHT OF WAY
ROW
RIGHT OF WAY
BK
BOOK
PG
PAGE
POB
POINT OF
BEGINNING
COV'D
COVERED
STRUCTURE
APPROX
APPROXIMATE
BLDG
BUILDING
CONC
CONCRETE
RRADIUS
SEC
SECTION
ET
I ELECTRIC I
Hatch Table
CH ICHORD LENGTH
'
L ARC LENGTH
OH OVERHEAD
ELECTRIC
TR TRACT
PT POINT OF
TANGENCY
PB PLAT BOOK
IP IRON PIPE
" SECONDS
A/C AIR
CONDITIONER
NTS NOT TO SCALE
A CENTRAL ANGLE
Symbol
Synhgl Tnhle
Code Description Synlool
LP LIGHT POLE
WAMVS WATER METER MV
r
ELPME _....... _ tm
r'L e
Hatch Table
CONCRETE
i
STEPS LLL
NOTES
COVERED
COVERED GRATE
}
Synhol Tn6le
Cade D ---Poon
Symbol
VATMET WATER METER .
THIS IS A SITE PLAN.
FP
CPIPF IRON PIPE
CPDF FOUND
•
GRT. GRATE.
LGfv�C
TRAFFIC SIG 1L SPITY
x
CTL CONTROL
-
IPS SET a' RB <7820)
•
I HEREBY CERTIFY TO:
DARYL & MADELINE BANKS
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 5J-17.050
FLORIDA ADMINISTRATIVE CODE
S.
NOTES
FLORIDA REGISTER U YOBS
TF. d
1.
THIS IS A SITE PLAN.
2.
FLOOD ZONE "X" AS BEST ASCERTAINED FROM FII -000 PANEL
DARYL S. BANKS CERTIFICATE # 6063
No 6063
NO 12031CO408J DATED 11-2-2018
STATE OF i
3.
BEARING DATUM BASED ON THE PLAT OF RECORD
DATE DECEMBER 10, 2018
9
OR 1
4.
THERE MAY DE ADDITIONALADDITIONALf:?=5TRiUT?IJ"JL5 THAT APPLY BUT ARE NOT
SHOWN ON THIS SURVEY BUT MAY BE FOUND IN THE PUBLIC
SHOWN
1 INCH = 20 FEET
RECORDS OR FACILITIES OF THIS COUNTY.
JOB NO 16730
5.
THIS SURVEY DOES NOT DETERMINE OWNERSHIP
6.
LICENSE BUSINESS NUMBER 7820
THIS SURVEY WAS ELECTRONICALLY CERTIFIED BY DARYL S. BANKS, PSM 6063, AS TIMESTAMPED ON BORDER.
MAP SHOWING DRAINAGE PLAN OF:
WEST 16 FEETLOT5, AND THEEAST23FEET OFLOT6BLOCK 67, ATLANTIC BEACHSECTION'H-AS
RECORDED IN PLA T BOOK 18, PAGE 34, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA
DETAIL CE POOL AND DRAINAGE AREA SCALE 1 INCH = 20 1=EET DETAIL OF POOL AND GRAVEL AREA SCALE I INCH FEET
FOUND 1/'2' IRON PIPE -
STAMPED "1704"
I
I
(
w,<
LLi --
r O
(n
F-
ry
Z
-0
0
LL O
O CQ
v
CORNER OF INTERSECTION
FOUND 1/2" IRON PIPE
STAMPED "1704"
1. THIS IS A SITE PLAN
ELEVATIONS SHOWN HERON ARE ACTUAL GROUND ELEV. NAVD
POOL COPING & POOL STRUCTURE
SHALL NOT BE CLOSER THAN 5.0 FT
TO ANY PROPERTY LINE
6' WOOD FENCE IS
TO REMAIN
INSTALL 34 INCHES OF
BASE / ROCK/ PEBBLE
MATERIAL IS TO BE PERMABLE
I INSTALL PROTECTIVE BARRIER (11.801
OUTSIDE DECKING OF POEN,.
MIN. 1.0 OF CONCRETE DECK / PAVER
DECKPER ENCINEERING REQUIREMENTS
MUST SLOPE AWAY FROM POOL MIN. 0.257
SLOPE CONCRETE PSI MIN. 3,000 LBS/SQ-IN
SEE ENGINEERING PLANS FOR DETAIL
_--DESIGN LAYER ROCK /PEBBLES AS TO
DS'ARGE RUNOFF OFF TOWARD RIGHT OF WAY
AS SHOWN BY DRAINAGE ARROWS
TYPICAL DRAINAGE SYSTEM TYPE "A"
FEN CE 0 ,
.---
SET 1/2" IRON PIPE
STAMPED "LB 6470"
5.0' REFERENCE CORNEP
6" WOOD
FENCE
SURROUND MEETING MIN. FENCE 1 7- i" -0.2'
HEIGHT AND DOOR REQUIREMENTS
PER FLORIDA BUILDING CODE EXISTING ELECTRICAL PANEL- I
1. MIN. HEIGHT 48 IN. 120 VAC 25-30 AMP PANEL
2; MAX HORIZ. SPACING BETWEEN SLATS 4 IN INSTALL PLASTIC -
3. MIN. VERT SPACING HORIZONTAL MEMBER 43 IN. BASE FOR POOL PUMPS INE ONLY A TEMPORARY SETBACK
FOR POOL AND EQUIPMENT
FENCE TO BE INSTALLED WITH CONSTRUCTION AND INSTALLATION
A MAX GAP OF 2 IN I I F MIN. 5.0 FT FROM ALL PROPERTY LINES
Tru EXISTING GRADE. ONE STORY
FRAMED
RESIDENCE
# 83 C�VEkED .
WEST 44' h�-D-T 2. I EAST 34'
LOT 6 0 LOT 6 a C. LOT 5
BLOCK 67 <J v ! I L_. BLOCK 67
- Cv
FINISH FLOOR NJ
ELEV=12-60'
-- NAVD 88
I I S PLASTIC
{ I FFNCF
GAR=11.95' i
U
2.6
I
N I I
- = % 0.?
FOUND 1/2 1, v r+PE 11 `BRICK
STAMPED "6715"
3.23' REFERENCE CORNER
47.00"
WATER S WIRES ELECTRIC SET 1/2" IRON PIPE
mETER (101)TF'.FPNONE STAMPED "LB 6470"
30XES
(10.0)' .' ): ,.
(10.0)a
WEST 9TH STREET
(50,00' RIGHT OF WAY)
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 SHO104 HEREON.
3. NO ATTEMPT WAS MADE TO LOCATE JURISDICTIONAL WETLAND LINES
NOR TO NOTIFY THE PROPER AGENCIES.
4. ABSTRACT OF TITLE WAS NOT FURNISHED TO THE UNDERSIGNED.
5. VERTICAL DATUM BASED ON THE N.A.V.D OF 1988.
LIMITED USE AND DISCLAIMER
BY THE USE OF THIS SURVEY; YOU AGREE TO BE BOUND BY THE TERMS WRITTEN ON THIS
SURVEY.
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
OBLIGATION HEREON WITHOUT THE PRIOR WRITTEN CONSENT OF THE UNDERSIGNED.
3. ANY REPRODUCTION OF THIS SURVEY IS PROHIBITED.
12/15/2018 4:00:17 PM, ARCH C (24.00 x 18.00 inches)
ELEVATIONS SHOWN HERON ARE ACTUAL GROUND ELEV. NAVD88
b C H /�J N
LINK FFN(7
��-01,__- - -- i
. . .it�/L-moi �/"Ii��..� �avlri a►4¢'S.i+�'�.-•t� •hitt �a►S
C � ,}j►. �`M- ' T w t rC u' A -' �' rte@ e „A� s.0• f •rw w � - O
.. P _ ��. ,.�,vism•. � �».-,ilF.i .�-.� t*`.k_r.,.�+.G,r.: w'.ti i+:eD�X�.%rxe.�.:.��.a.
iI !�` .'.� �- ���-s�I� � � +�F�I`-� ��i SOY �- �►I � �I «"��
>� ri'ooi►�as�,`�:lt%�i�!��or��I�•���Is'i�ifi!Iwi!i!L�:!s! w
«.ys �A._;�i•. � �''.i�,Se �'- v ter- ;;• p . �=•_ •-�'�s:= �+x
�'/ "I�p� � �ii�fi Vii.%flit I�� "' G • M '�
�,E'i!". .' ..' as .' - ..r - . ."�. � - .•a":R����` � ..+4�'s,' - i.,. "
TYPE "A" LOT GRADING
AL DRAINAGE TO STREET
Rear pard males babirdtha h.- i -d-
ft- mar
d-ft-mar vardW N@Yard -A. 41%1*1117-1w 0
ca,I.Shea! for dfspossl it -,h lh. o-aatguaers
alta pd& smn". dl.k. ma sPam,
A Cutiop an bt Nne edenvon ai highest bt
A6 Partway supe
&C Side yaro Swale
GO Swalea 1d redNs
e Rear
-ala
EF PvNe Ar= n_ar ebpe up hon high poadef
lss _
TYPE "8" LOT GRADING
ORAINAGF 00ni TO STRLFr @ TO REAR LOT LINE
Qdv side srraks era needed to dralu both b the elraef
ami ld ale sear lit ria6. They should exiii tract of the
face d the �r Melding xae then sprach Idad¢ fran
roof doxr¢I sea should a faxed m d'se.-t roof
asffiadtpa aideh-ire br.-i dtr ,b.,
ar sleet Thsu the amount d rsa� aided m be
rugs uiul ma "�..
prams.
A ca�rop on Mt upe ereavwt at n�mt wi
A$ FaAmay Napa
a'£ Sidesnam
r:5 �,.,ia�a oda � ataaiaasmn Amar xa�
TYPE "C" LOT GRADING
ALL ORAB'AGE TO REAR LOT LINE
Fu -Swyer. are ueaviko b'any-ta.-,farm
Me Uma pad m sdeyad wales with wiry am the
fereisp mow C .-Ia or other
aof pairk Proper an of M tree! miter, curb
rM parkwayl a hal to 5bp sur 1xMar from
oMa
guw6r9 Se
ra bl
A Club ipp al rush.shla d dma-V aaarI hit
Aa Pa-kwa,-tope
6 Drive"ay gratfe ahauga tom upgrade r1i
street b d-ugratle drive - bi
Cd li euu, y dmmmrade pdm wa frim hoot d
wildiag
D-EEvora wale
E -F Pwieaha Uom sopa tram him[iiii of -wales
113
Tit
LE EVATIONS SHOWN BELOW ARE DESIGNED ELEV. NAVD88
DETAIL OF POOL GRADING AND FENCE BARRIER SCALE 1 INCH = 7 FEET DESIGN GRADING AND SILT FENCE LOCATION.
01 20 40
....__. Feet
PLOT SCA LE_13 DEPENDANT UPON SIZE OF PAPER
PLAITS ARE 1 INCH = 20 FEET IF PRINTED ON 18 X 24 PAPER
PLANS ARE 1 INCH = 33 FEET IF PRINTED ON 11 X 17 PAPER
CASE 'B' (Adjacent Propwty_W Oymed By Developer): -- -- -- - _
When filing 0- feat S. adjacent property draining to site the minimum setback from the property line shall
be 1 toot and a awaie/yard drain system shall be constructed with a minimum Swale slope of 0.3% arta
one drainage inlet placed every 3rd lot line unless approved otherwise.
Min. 10' private easement Silt Fence Property Line
for shallow swales/piped &
yard drain system
1 -foot minimum off -set
g• . -----
Fal 3.�-i-.i-
___
__ _ -' - -------- 3.1 Slope
5 feet min. I
BAIVKS & BANKS
CONSULTING, INC.
83 WEST 9TH STREET ATLANTIC BEACH, FL
(-904)-685-2800 FAX (904)-685-2345
A GEaSPATIAL ['0112PANY
BANKSANDBANKSCONSULTING.COM
NOTES
1. THIS IS A SITE PLAN.
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
I HEREBY CERTIFY TO:
DARYL & MADELINE BANKS
Abioreviat'ori
Table
i t
Description
PC
LT 1/2' IRON PIPE
';TAMPED "LB 6470"
PT
POINT OF
TANGENCY
POC
1g,0
5.0' REFERENCE CORNER
OFFICIAL
RECORDS
VOLUME
R/W
-'- LAP Ptd
RDW
RIGHT OF WAY
18.0
6'
PG
PAGE
FFNCF
POINT OF
BEGINNING
COV'D
I INSTALL PROTECTIVE BARRIER (11.801
OUTSIDE DECKING OF POEN,.
MIN. 1.0 OF CONCRETE DECK / PAVER
DECKPER ENCINEERING REQUIREMENTS
MUST SLOPE AWAY FROM POOL MIN. 0.257
SLOPE CONCRETE PSI MIN. 3,000 LBS/SQ-IN
SEE ENGINEERING PLANS FOR DETAIL
_--DESIGN LAYER ROCK /PEBBLES AS TO
DS'ARGE RUNOFF OFF TOWARD RIGHT OF WAY
AS SHOWN BY DRAINAGE ARROWS
TYPICAL DRAINAGE SYSTEM TYPE "A"
FEN CE 0 ,
.---
SET 1/2" IRON PIPE
STAMPED "LB 6470"
5.0' REFERENCE CORNEP
6" WOOD
FENCE
SURROUND MEETING MIN. FENCE 1 7- i" -0.2'
HEIGHT AND DOOR REQUIREMENTS
PER FLORIDA BUILDING CODE EXISTING ELECTRICAL PANEL- I
1. MIN. HEIGHT 48 IN. 120 VAC 25-30 AMP PANEL
2; MAX HORIZ. SPACING BETWEEN SLATS 4 IN INSTALL PLASTIC -
3. MIN. VERT SPACING HORIZONTAL MEMBER 43 IN. BASE FOR POOL PUMPS INE ONLY A TEMPORARY SETBACK
FOR POOL AND EQUIPMENT
FENCE TO BE INSTALLED WITH CONSTRUCTION AND INSTALLATION
A MAX GAP OF 2 IN I I F MIN. 5.0 FT FROM ALL PROPERTY LINES
Tru EXISTING GRADE. ONE STORY
FRAMED
RESIDENCE
# 83 C�VEkED .
WEST 44' h�-D-T 2. I EAST 34'
LOT 6 0 LOT 6 a C. LOT 5
BLOCK 67 <J v ! I L_. BLOCK 67
- Cv
FINISH FLOOR NJ
ELEV=12-60'
-- NAVD 88
I I S PLASTIC
{ I FFNCF
GAR=11.95' i
U
2.6
I
N I I
- = % 0.?
FOUND 1/2 1, v r+PE 11 `BRICK
STAMPED "6715"
3.23' REFERENCE CORNER
47.00"
WATER S WIRES ELECTRIC SET 1/2" IRON PIPE
mETER (101)TF'.FPNONE STAMPED "LB 6470"
30XES
(10.0)' .' ): ,.
(10.0)a
WEST 9TH STREET
(50,00' RIGHT OF WAY)
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 SHO104 HEREON.
3. NO ATTEMPT WAS MADE TO LOCATE JURISDICTIONAL WETLAND LINES
NOR TO NOTIFY THE PROPER AGENCIES.
4. ABSTRACT OF TITLE WAS NOT FURNISHED TO THE UNDERSIGNED.
5. VERTICAL DATUM BASED ON THE N.A.V.D OF 1988.
LIMITED USE AND DISCLAIMER
BY THE USE OF THIS SURVEY; YOU AGREE TO BE BOUND BY THE TERMS WRITTEN ON THIS
SURVEY.
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
OBLIGATION HEREON WITHOUT THE PRIOR WRITTEN CONSENT OF THE UNDERSIGNED.
3. ANY REPRODUCTION OF THIS SURVEY IS PROHIBITED.
12/15/2018 4:00:17 PM, ARCH C (24.00 x 18.00 inches)
ELEVATIONS SHOWN HERON ARE ACTUAL GROUND ELEV. NAVD88
b C H /�J N
LINK FFN(7
��-01,__- - -- i
. . .it�/L-moi �/"Ii��..� �avlri a►4¢'S.i+�'�.-•t� •hitt �a►S
C � ,}j►. �`M- ' T w t rC u' A -' �' rte@ e „A� s.0• f •rw w � - O
.. P _ ��. ,.�,vism•. � �».-,ilF.i .�-.� t*`.k_r.,.�+.G,r.: w'.ti i+:eD�X�.%rxe.�.:.��.a.
iI !�` .'.� �- ���-s�I� � � +�F�I`-� ��i SOY �- �►I � �I «"��
>� ri'ooi►�as�,`�:lt%�i�!��or��I�•���Is'i�ifi!Iwi!i!L�:!s! w
«.ys �A._;�i•. � �''.i�,Se �'- v ter- ;;• p . �=•_ •-�'�s:= �+x
�'/ "I�p� � �ii�fi Vii.%flit I�� "' G • M '�
�,E'i!". .' ..' as .' - ..r - . ."�. � - .•a":R����` � ..+4�'s,' - i.,. "
TYPE "A" LOT GRADING
AL DRAINAGE TO STREET
Rear pard males babirdtha h.- i -d-
ft- mar
d-ft-mar vardW N@Yard -A. 41%1*1117-1w 0
ca,I.Shea! for dfspossl it -,h lh. o-aatguaers
alta pd& smn". dl.k. ma sPam,
A Cutiop an bt Nne edenvon ai highest bt
A6 Partway supe
&C Side yaro Swale
GO Swalea 1d redNs
e Rear
-ala
EF PvNe Ar= n_ar ebpe up hon high poadef
lss _
TYPE "8" LOT GRADING
ORAINAGF 00ni TO STRLFr @ TO REAR LOT LINE
Qdv side srraks era needed to dralu both b the elraef
ami ld ale sear lit ria6. They should exiii tract of the
face d the �r Melding xae then sprach Idad¢ fran
roof doxr¢I sea should a faxed m d'se.-t roof
asffiadtpa aideh-ire br.-i dtr ,b.,
ar sleet Thsu the amount d rsa� aided m be
rugs uiul ma "�..
prams.
A ca�rop on Mt upe ereavwt at n�mt wi
A$ FaAmay Napa
a'£ Sidesnam
r:5 �,.,ia�a oda � ataaiaasmn Amar xa�
TYPE "C" LOT GRADING
ALL ORAB'AGE TO REAR LOT LINE
Fu -Swyer. are ueaviko b'any-ta.-,farm
Me Uma pad m sdeyad wales with wiry am the
fereisp mow C .-Ia or other
aof pairk Proper an of M tree! miter, curb
rM parkwayl a hal to 5bp sur 1xMar from
oMa
guw6r9 Se
ra bl
A Club ipp al rush.shla d dma-V aaarI hit
Aa Pa-kwa,-tope
6 Drive"ay gratfe ahauga tom upgrade r1i
street b d-ugratle drive - bi
Cd li euu, y dmmmrade pdm wa frim hoot d
wildiag
D-EEvora wale
E -F Pwieaha Uom sopa tram him[iiii of -wales
113
Tit
LE EVATIONS SHOWN BELOW ARE DESIGNED ELEV. NAVD88
DETAIL OF POOL GRADING AND FENCE BARRIER SCALE 1 INCH = 7 FEET DESIGN GRADING AND SILT FENCE LOCATION.
01 20 40
....__. Feet
PLOT SCA LE_13 DEPENDANT UPON SIZE OF PAPER
PLAITS ARE 1 INCH = 20 FEET IF PRINTED ON 18 X 24 PAPER
PLANS ARE 1 INCH = 33 FEET IF PRINTED ON 11 X 17 PAPER
CASE 'B' (Adjacent Propwty_W Oymed By Developer): -- -- -- - _
When filing 0- feat S. adjacent property draining to site the minimum setback from the property line shall
be 1 toot and a awaie/yard drain system shall be constructed with a minimum Swale slope of 0.3% arta
one drainage inlet placed every 3rd lot line unless approved otherwise.
Min. 10' private easement Silt Fence Property Line
for shallow swales/piped &
yard drain system
1 -foot minimum off -set
g• . -----
Fal 3.�-i-.i-
___
__ _ -' - -------- 3.1 Slope
5 feet min. I
BAIVKS & BANKS
CONSULTING, INC.
83 WEST 9TH STREET ATLANTIC BEACH, FL
(-904)-685-2800 FAX (904)-685-2345
A GEaSPATIAL ['0112PANY
BANKSANDBANKSCONSULTING.COM
NOTES
1. THIS IS A SITE PLAN.
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
I HEREBY CERTIFY TO:
DARYL & MADELINE BANKS
Abioreviat'ori
Table
Abbrev. Cade
Description
PC
POINT OF
CURVATURE
PT
POINT OF
TANGENCY
POC
POINT ON
CURVE
ORV
OFFICIAL
RECORDS
VOLUME
R/W
RIGHT OF WAY
RDW
RIGHT OF WAY
BK
BOOK
PG
PAGE
POB
POINT OF
BEGINNING
COV'D
COVERED
STRUCTURE
APPROX
APPROXIMATE
BLDG
BUILDING
CONC
CONCRETE
R
RADIUS
SEC
SECTION
ET
ELECTRIC
TRANSFORMER
AC
AIR
CONDITIONER
CH
CHORD LENGTH
L
ARC LENGTH
OH
OVERHEAD
ELECTRIC
TR
TRACT
PT
POINT OF
TANGENCY
PB
PLAT BOOK
IP
IRON PIPE
"
SECONDS
A/C
--AIR
CONDITIONER
NTS
NOT TO SCALE
N
CENTRAL ANGLEI
Symbot Tnbte
Code
Des llption
Syvibol
LP
LIGHT POLE
COVERED
WAMVS
I WATER METER
I IMV �_--
ELPM2
ME I POLE
1
Hatch Toi
CONCRETE
STEPS
COVERED
COVERED GRATENi
A-
Synbot Table
Code Ile,"'lPtfcWr
Syf;buk
WATMET WATER METER
FP
CPIPF IRON PIPE
CPDF FOUND
GRT GRATE
TRAFFIC SIG L
yy
CTL COMTROL
v
IPS SET f 07820)
•
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 5J-17-050
FLORIDA ADMINISTRATIVE CODE
FLORIDA REGISTER U YORS �T� lip
DARYL S. BANKS CERTIFICATE # 6063 No 6063
STATE OF
DATE DECEMBER 10, 2018 A,LORIQP
SCALE 1 INCH = 20 FEET
JOB NO 16730
THIS SURVEY WAS ELECTRONICALLY CERTIFIED BY DARYL S. BANKS, PSM 6063, A S TIMES TAMPED ON BORDER.
FOUND 1/2- IRON PIPE
STAMPED "1704"
f
MAP SHOWING SITE AND FENCE PLAN OF:
WEST 16FEETLOT5,AND 7HEEAST23FEET OFLOT 6BLOCK 67,, ATLANTIC BEACH SECTION'H"AS
RECORDED IN PLAT BOOK 18, PAGE 34, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA
POOL COPING & POOL STRUCTURE
SHALL NOT BE CLOSER THAN 5.0 FT
TO ANY PROPERTY UNE.
----MIN. 1.0 OF CONCRETE DECK /PAVER
DECK PER ENGINEERING REQUIREMENTS
• • • •
5.0
MUST SLOPE AWAY FROM POOL MIN. 0.25%
C WOOD FENCE 15-
TO REMAIN-
I
SLOPE CONCRETE M MIN. Z,000 LBS/SO-1N
SEE ENGINEERING PLANS FOR DETAIL
I
ORV
,---DESIGN LAYER ROCK /PEBBLES AS TO
DISCHARGE RUNOFF OFF TOWARD RIGHT OF WAY
INSTALL 3-4 INCHES
RIGHT OF WAY
AS SHOWN BY DRAINAGE ARROWS
i BASE / ROCK/ PEE6; r
Z
# 83
TY°fCAL DI<AINA43t SYSTEM Tial A
B MATERIAL. IS TO BE PERMABff.
... - ..
. r!�
r��'.�.•„ � -;1
POINT OF
BEGINNING
I'i �:
LOT 5
BLOCK 66
EAST 23'
BLOCK 66
g x�:
C� Q'
CHAIN
EAST 34'
LOT 5
NK FENCE 0.5'
--------
- _----- - - - -
0. "
0
ET
0.5'
SET 1/2" IRON PIPE
SET 1/2" IRON PIPE
"LB
" B 6470"
STAMPED L
18 0
STAMPED 6470"
5.0' REFERENCE CORNER n �
1
LAP POOL
r A r � n
� 5.0' REFL EINC CORNER
6.3
N 5.4
s` .�.Y.:i�•..�s!`.':e,".`ilT.!irr.�.a+..3� Vii-.
PT
INSTALL PROTECTIVE BARRIER
OUTSIDE DECKING OF POOL
SURROUND MEETING MIN. FENCE
I HEIGHT AND ODOR REWIREMENTS
PER FLORIDA BUILDING CODE
1. MIN. HEIGHT 48 IN.
2. MAX HORIZ, SPACING BETWEEN SLATS 4 IN
S. MIN. VERT SPACING HORIZONTAL MEMBER 43 IN.
FENCE TO BE INSTALLED WITH
A MAX GAP OF 2 IN
Itt TO EXISTING GRADE.
w3
w �
Q �
V Q
a�
I
CORNER OF iNTERSECTiON -
FOUND 1/2- IRON PIPE
STAMPED "1704"
SURVEYOR NOTES
1. THIS IS A SITE PLAN.
6' l t5.4 6' WOOD
FENCE FENCE
0.1' GRAVEL /PEBBLE
4.
01
28.3' 7.R' -0.2'
.3.11.. t
EXISTING ELECTRICAL PANT. I
120 VAC 25-30 AMP PAN
INSTALL PLASIC INE ONLY A TEMPORARY SETBACK
BASE FOR POOL PUTS
� FOR POOL AND EQUIPMENT
CONSTRUCTION AND INSTALLATION
MIN. 5.0 FT FROM ALL PROPERTY LINES
WEST 44'
LOT 6 C
0
BLOCK 67 cv
FOUND 1/2" IRON PIPE
STAMPED ",6715-
3.23* REFERENCE CORNER
47.00'---
-
WATER � WIRES ELECTRIC SET 1/2" IRON PIPE
METER TELEPHONE STAMPED "LB 6470"
ONE STORY
LIN K FENCE
• • • •
5.0
• • • •
I
M FRAMED_
I
s 1
I
ORV
RESDENll
9n1FM- L ti' 4 - i..•.�-�+w�'-•`" �•.r- 4�
!r +�%:i�^,y �'ret'�3?�:C�a4ba�'^.,d+ii'm�e
ol
Rl
RIGHT OF WAY
ROW
•"-. •. 18.0 �I� Iso =
Z
# 83
`�' C
OVERED
... - ..
. r!�
r��'.�.•„ � -;1
POINT OF
BEGINNING
I'i �:
.
05 18.0
EAST 23'
`
g x�:
CONC
CONCRETE
EAST 34'
LOT 5
r
� I s"Ir OI OI Ot OI OI OI Oi OI OI
ET
•ice' i �Aw�PROPOSED eio�..•Ir•�
LU 1 5
BLOCK 67
CH
..rt•- ■ ■M r1 ���• -•. •.-,�r
■
ARC LENGTH
I o BLOCK 67
Q
TR
s` .�.Y.:i�•..�s!`.':e,".`ilT.!irr.�.a+..3� Vii-.
PT
POINT OF
2:9'
N
{
l
m
2.8'
I o
I
O
--
1
�azi�►��i
♦,s`IwJ i�Ia.� d'Iwa E rs_+'-+iw,Ik.*�P,►�4"'wiOtw� s'ta�i•�
i VAC AMP PANEL
3' PLASTIC
INSTALL PLAtIC
FENCE
5-7
t
J"Ii�
tfi��`►�.�tt�„.��
AV LE
y
a
2 8'
•o
'0'5
13.5' ri
}
' 1
0.7'
P -
'
iceLn
N
Ln
N
N
�
m
BRICOpK
j
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 LINES
NOR TO NOTIFY THE PROPER AGENCIES.
4. ABSTRACT OF TITLE WAS NOT FURNISHED TO THE UNDERSIGNED.
5. VERTICAL DATUM BASED ON THE N.A.V.D OF 1988.
LIMITED USE AND DISCLAIMER
BY THE USE OF THIS SURVEY, YOU AGREE TO BE BOUND BY THE TERMS WRITTEN ON THIS
SURVEY.
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
OBLIGATION HEREON WITHOUT THE PRIOR WRITTEN CONSENT OF THE UNDERSIGNED,
3. ANY REPRODUCTION OF THIS SURVEY IS PROHIBITED.
12/15/2018 4:28:38 PM, ARCH C (24.00 x 18.00 Inches)
BOXES 39,
WEST 9TH STRE-ET
(50.00' RIGHT OF WILY)
PROPERTY INFORMATION
ZONING
DEI AIL OF POOL AND GRAVEL AREA SCALE 1 INCH = / FEET
• 1 CHAIN
LIN K FENCE
• • • •
• r
• • • •
I
ii!tii
POINT OF
TANGENCY
POC
ssr�ii...�i•i •_ •
�.• 1•tyY• 3- �p !r w • g I•
F'T. Qi. i� �� • •s
��',�.R�,t':;�'�i8.
ORV
-J
9n1FM- L ti' 4 - i..•.�-�+w�'-•`" �•.r- 4�
!r +�%:i�^,y �'ret'�3?�:C�a4ba�'^.,d+ii'm�e
ol
Rl
RIGHT OF WAY
ROW
•"-. •. 18.0 �I� Iso =
BK
BOOK
• `"111
N _
LAP PO p4,4
■
. r!�
r��'.�.•„ � -;1
POINT OF
BEGINNING
COV'D
.
05 18.0
APPROXIMATE
BLDG
0.
CONC
CONCRETE
� � � ��. ' �i`I''�s'�I�N��Ii'I�i j•OI4i�•sV•i j�OYi��4�I•iji��Ipj�O�I•.�� � I• s !
11 ww�
r
� I s"Ir OI OI Ot OI OI OI Oi OI OI
ET
•ice' i �Aw�PROPOSED eio�..•Ir•�
..' " •.moi � L L ,;•.- • 1i _• • 1• L 1r�`--' L• �-- _ ••j '}•�._s•.�Y,
•. R ■li�
Well
AIR
CONDITIONER
CH
..rt•- ■ ■M r1 ���• -•. •.-,�r
■
ARC LENGTH
i •.w`'+�•'�.•`A•.s._
OVERHEAD
ELECTRIC
TR
s` .�.Y.:i�•..�s!`.':e,".`ilT.!irr.�.a+..3� Vii-.
PT
POINT OF
1
IVoit��o�
ELECTRICALIING PANEL
--
�azi�►��i
♦,s`IwJ i�Ia.� d'Iwa E rs_+'-+iw,Ik.*�P,►�4"'wiOtw� s'ta�i•�
i VAC AMP PANEL
■
INSTALL PLAtIC
I ..-
BASE FOR POOL PU+S)
tfi��`►�.�tt�„.��
AV LE
ti►•: .
•o
DETAIL OF POOL FENCE BARRIER SCALE 1 INCH = 7 FEET
RS -2 0 20 40
SETBACKS
Feet
FRONT 20 FEET
SIDES 5 FEET PLOT SCALE IS DEPENDANT UPON SIZE OF PAPER
REAR 10 FEET PLANS A.RE 1 IF4i 20 Fti="I=� 4F PRINTED ON X 74 P -APER -
PLANS ARE 1 INCH = 33 FEET IF PRINTED ON 11 X 17 PAPER
IMPERVIOUS CALCULATIONS
DRIVEWAY TO R/W AND WALK = 425 SQ -FT
FRONT PORCH = 30 St? -FT
BACK PATIO = N/A SQ -FT
HOUSE = 1,505 SQ -FT
AC PAD = PLASTIC = 0 SQ -FT
POOL DECK = (ROCK PERVIOUS SURROUND) = 0 SQ -FT
PROPERTY = 3,977 SQ -FT
TOTAL IMPERVIOUS = 1,960 SQ -FT
PERCENTAGE IMPERVIOUS = 49%
WATERSHED CALC AREA TO RAN
2,100 SQ -FT
TREE CALCULATIONS
NON -SHADE 0 INCHES
TYPE "A" LOT GRADING
ALL iJ.W ASE TO STREET
Rear grids"etas behind gre house orry sudadevnwr
from roar Yatd m aide Yertl awales (t% mimmun) vlilkh
carry dt" sbaet br , dMi I e SYst I- strut gugars
and the paMc aiwm dwbeege system
A CabwJW ar)m gne exhnsian pttaastid
A-& Pakxa,,IW.
aC swerarosmb
c -o seals tum am tg wows
E -E Reazewab
E-Fotwar slops W ken high Pow of
M,
TYPE "B" LOT GRADING
DRAINAGE RGTN TO STREET A TO REAF1 LOT UNE
Omy snte wales ere needed io dr Xr bo,hbthe arrear
do 9m..a1m6or. 11 ycAoWd xbrm Aadc cf the
Uwe d [lie •Par b'AAN wal, then splash blades trans
od d -w -z,a dbe pl W d'eam wd
kt th able I for b.rreg meIy b rhes
ab hg Mt Tithe --Id mwrled-the
sm sbb e,,%pe e,,% a otlgr wepxd s is kept-
mag as p.MMII. This I".. -imt and daposai
k Cwb-cap on b[ We eWt . at highest bf
AEPwkwaYsl
O ope
EI Side swele
C-0 pmtoclne W. slope at a#ens"n Mw_a rpt®
TYPE "C" LOT GRADING
ALL DRAINAGE TO {TEAR LOT LINE
Frors avers aw essengel
W""
swam w�rAam
the baro yard b edI,-Y d-1 erhkh eery ab the
rem mr Iispeal m easaarewa w eanffi mnw
props-`�z.-4op:ruovv-�dwn afthe abeefgWtEr, rob
d pwkway seep are esaentlal to stop so'ea( water koro
gowng eros Ire. bt
A QWm, alhlgh Alda ofdm away sear low lot
A% Prix aslops
B
Ott,- awtgls i mn apwaft tlme In
bm yrxamh,,
f-0 ITrt.-ew,ry Uawmpade pdm outirom han.,f
bugd-g
-
EFrom sale
-f Proleuire hent saps fives hgbpovu .1 -4.
01
DESIGN GRADING AND SILT FENCE LOCATION.
CASE 'B' iAoja-1 Property Not Ovmed By Developer):
When filing O< feet 8 adjacent property drsining to site the minimum setback from the property Ube shag
be 1 tog[ and a swaleW,d drain system shall be consttucleo with a minimum sw•ate slope .10.3% ono
one drainage inlet placed every 3rd lot ane unt- approved otherwise.
Min. 10• private easement Silt Fence Pro a / P m/ Line
for shallow swales/piped & ,
yard dram System --;,:.---
-- ;7 1 -foot minimum off -set
4 _
Fill 3.7 f
-.- ~ 3:1 Slope
M1
5feet min.
BANKS& BANKS
CONSULTING, INC. C•
83 WEST 9TH STREET ATLANTIC BEACH, FL
(904)-685 2800 FAX (904)-05-2345
A-GEOSPATIAL COMPANY
BANKSANI RAFNKSIC"ON,SCTLTING.ICOM
I HEREBY CERTIFY TO:
DARYL B MADELINE BANKS
HpI0reviaTion
Table
• ••
• • • •
• r
• • • •
I
PT
POINT OF
TANGENCY
POC
POINT ON
CURVE
ORV
OFFICIAL
RECORDS
VOLUME
R/W
RIGHT OF WAY
ROW
��'i`
BK
BOOK
-:�
1 �
3'' /1,�'�.�as►• +^� +.twG..►�"ra�s�. �_A ��a e"x►ar �. �i�i'•-v��L
•""P�i� .r��v'��.G`��:i�i°�A�:'t°ia��ti�.,9fi.�w`fe3't+w��a�2►��S'�'�w��''g°..e��!"�.a��bc'��ia�
. r!�
r��'.�.•„ � -;1
POINT OF
BEGINNING
COV'D
.
APPROX
APPROXIMATE
BLDG
ai
CONC
CONCRETE
R
11 ww�
SEC
SECTION
ET
•ice' i �Aw�PROPOSED eio�..•Ir•�
AC
AIR
CONDITIONER
CH
V9 LAP POOL
L
ARC LENGTH
OH
OVERHEAD
ELECTRIC
TR
TRACT
PT
POINT OF
IVoit��o�
►�iei���oird�eire��i
�azi�►��i
♦,s`IwJ i�Ia.� d'Iwa E rs_+'-+iw,Ik.*�P,►�4"'wiOtw� s'ta�i•�
�A•.•i
■
I ..-
tfi��`►�.�tt�„.��
AV LE
ti►•: .
RS -2 0 20 40
SETBACKS
Feet
FRONT 20 FEET
SIDES 5 FEET PLOT SCALE IS DEPENDANT UPON SIZE OF PAPER
REAR 10 FEET PLANS A.RE 1 IF4i 20 Fti="I=� 4F PRINTED ON X 74 P -APER -
PLANS ARE 1 INCH = 33 FEET IF PRINTED ON 11 X 17 PAPER
IMPERVIOUS CALCULATIONS
DRIVEWAY TO R/W AND WALK = 425 SQ -FT
FRONT PORCH = 30 St? -FT
BACK PATIO = N/A SQ -FT
HOUSE = 1,505 SQ -FT
AC PAD = PLASTIC = 0 SQ -FT
POOL DECK = (ROCK PERVIOUS SURROUND) = 0 SQ -FT
PROPERTY = 3,977 SQ -FT
TOTAL IMPERVIOUS = 1,960 SQ -FT
PERCENTAGE IMPERVIOUS = 49%
WATERSHED CALC AREA TO RAN
2,100 SQ -FT
TREE CALCULATIONS
NON -SHADE 0 INCHES
TYPE "A" LOT GRADING
ALL iJ.W ASE TO STREET
Rear grids"etas behind gre house orry sudadevnwr
from roar Yatd m aide Yertl awales (t% mimmun) vlilkh
carry dt" sbaet br , dMi I e SYst I- strut gugars
and the paMc aiwm dwbeege system
A CabwJW ar)m gne exhnsian pttaastid
A-& Pakxa,,IW.
aC swerarosmb
c -o seals tum am tg wows
E -E Reazewab
E-Fotwar slops W ken high Pow of
M,
TYPE "B" LOT GRADING
DRAINAGE RGTN TO STREET A TO REAF1 LOT UNE
Omy snte wales ere needed io dr Xr bo,hbthe arrear
do 9m..a1m6or. 11 ycAoWd xbrm Aadc cf the
Uwe d [lie •Par b'AAN wal, then splash blades trans
od d -w -z,a dbe pl W d'eam wd
kt th able I for b.rreg meIy b rhes
ab hg Mt Tithe --Id mwrled-the
sm sbb e,,%pe e,,% a otlgr wepxd s is kept-
mag as p.MMII. This I".. -imt and daposai
k Cwb-cap on b[ We eWt . at highest bf
AEPwkwaYsl
O ope
EI Side swele
C-0 pmtoclne W. slope at a#ens"n Mw_a rpt®
TYPE "C" LOT GRADING
ALL DRAINAGE TO {TEAR LOT LINE
Frors avers aw essengel
W""
swam w�rAam
the baro yard b edI,-Y d-1 erhkh eery ab the
rem mr Iispeal m easaarewa w eanffi mnw
props-`�z.-4op:ruovv-�dwn afthe abeefgWtEr, rob
d pwkway seep are esaentlal to stop so'ea( water koro
gowng eros Ire. bt
A QWm, alhlgh Alda ofdm away sear low lot
A% Prix aslops
B
Ott,- awtgls i mn apwaft tlme In
bm yrxamh,,
f-0 ITrt.-ew,ry Uawmpade pdm outirom han.,f
bugd-g
-
EFrom sale
-f Proleuire hent saps fives hgbpovu .1 -4.
01
DESIGN GRADING AND SILT FENCE LOCATION.
CASE 'B' iAoja-1 Property Not Ovmed By Developer):
When filing O< feet 8 adjacent property drsining to site the minimum setback from the property Ube shag
be 1 tog[ and a swaleW,d drain system shall be consttucleo with a minimum sw•ate slope .10.3% ono
one drainage inlet placed every 3rd lot ane unt- approved otherwise.
Min. 10• private easement Silt Fence Pro a / P m/ Line
for shallow swales/piped & ,
yard dram System --;,:.---
-- ;7 1 -foot minimum off -set
4 _
Fill 3.7 f
-.- ~ 3:1 Slope
M1
5feet min.
BANKS& BANKS
CONSULTING, INC. C•
83 WEST 9TH STREET ATLANTIC BEACH, FL
(904)-685 2800 FAX (904)-05-2345
A-GEOSPATIAL COMPANY
BANKSANI RAFNKSIC"ON,SCTLTING.ICOM
I HEREBY CERTIFY TO:
DARYL B MADELINE BANKS
HpI0reviaTion
Table
Aklbrev. Code
Description
PC
POINT OF
CURVATURE
PT
POINT OF
TANGENCY
POC
POINT ON
CURVE
ORV
OFFICIAL
RECORDS
VOLUME
R/W
RIGHT OF WAY
ROW
RIGHT OF WAY
BK
BOOK
PG
PAGE
POB
POINT OF
BEGINNING
COV'D
COVERED
STRUCTURE
APPROX
APPROXIMATE
BLDG
BiJILDING
CONC
CONCRETE
R
RADIUS
SEC
SECTION
ET
ELECTRIC
TRANSFORMER
AC
AIR
CONDITIONER
CH
CHORD LENGTH
L
ARC LENGTH
OH
OVERHEAD
ELECTRIC
TR
TRACT
PT
POINT OF
PB I PLAT -BOOK I
CONCRETE
IP IRON PIPE
STEPS
" SECONDS
COVERED
A/C AIR
CONDITIONER
i:u ✓FRED GRATE
NTS NOT TO SCALE
Symbol Table
A CENTRAL ANGLE
Code DeScriptlon
Syn4 al
VATMET WATER METER
Symbol Table
FP
Code Description Symbol
CPIPF IRON PIPE
CPDF FOUND
LP LIGHT POLE
CPT -GRAPE
TRAFFIC SIG tTiIL
WAMNS WATER METER MV
CTL CONTROL
ELPt;2 -
IPS ISET J' RB (7820)
Hatch Table
CONCRETE
STEPS
NOTES
COVERED
�
i:u ✓FRED GRATE
Symbol Table
FLORIDA REGISTER U f€YORS
Code DeScriptlon
Syn4 al
VATMET WATER METER
FP
2. FLOOD ZONE "X" AS BEST ASCERTAINED FROM FLOOD PANEL
CPIPF IRON PIPE
CPDF FOUND
0 -
CPT -GRAPE
TRAFFIC SIG tTiIL
I'rTa
CTL CONTROL
IPS ISET J' RB (7820)
•
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
472.327 FLORIDA STATUTES AND CHAPTER 5J-17:050
FLORIDA ADMINISTRATIVE CODE
RECORDS OR FACILITIES OF THIS COUNTY.
JOB NO 16730
5. THIS SURVEY DOES NOT DETERMINE OWNERSHIP
6. LICENSE BUSINESS NUMBER 7820
THIS SURVEY WAS ELECTRONICALLY CERTIFIED BY DARYL S. BANKS, PSM 6063, AS TIMESTAMPED ON BORDER
S.
NOTES
�
o
FLORIDA REGISTER U f€YORS
TF.
1. THIS IS A SITE PLAN.
2. FLOOD ZONE "X" AS BEST ASCERTAINED FROM FLOOD PANEL
DARYL S. BANKS CERTIFICATE #6063
No 6063
NO 12031CO408J DATED 11-2-2018
�
STATE OF
3. BEARING DATUM BASED ON THE PLAT OF RECORD
- - - _
DATE DECEMBER 10, 2018
OR
-
4. THERE MAY fi,`r_-" ADDiTiONRCTHAT APPLY BUT ARE NOT
- RESTRICTIONS
1 INCH = 20 FEET
SHOWN ON THIS SURVEY BUT MAY BE FOUND IN THE PUBLIC
SCALE
�K7
RECORDS OR FACILITIES OF THIS COUNTY.
JOB NO 16730
5. THIS SURVEY DOES NOT DETERMINE OWNERSHIP
6. LICENSE BUSINESS NUMBER 7820
THIS SURVEY WAS ELECTRONICALLY CERTIFIED BY DARYL S. BANKS, PSM 6063, AS TIMESTAMPED ON BORDER