211 Belevedere Street PPI21-0007 Private Provider PoolOWNER:ADDRESS:CITY:STATE:ZIP:
BRENT ANNE G LIVING
TRUST 29 20th STREET S JACKSONVILLE FL 32250
COMPANY:ADDRESS:CITY:STATE:ZIP:
TYPE OF
CONSTRUCTION:
REAL ESTATE
NUMBER:ZONING:BUILDING USE
GROUP:SUBDIVISION:
170509 0000 SALTAIR SEC 01
JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK:
211 BELVEDERE ST
PRIVATE PROVIDER
INSPECTIONS SWIMMING POOL
RESIDENTIAL
SWIMMING POOL $30000.00
LIST OF CONDITIONS
Roll off container company must be on City approved list . Container cannot be placed on City right-of-way.
1 PUBLIC WORKS EROSION CONTROL INSTALLATION INFORMATIONAL
Notes:
Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line (904-247-
5814) to request an Erosion and Sediment Control Inspection prior to start of construction.
2 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL
Notes:
All runoff must remain on-site during construction.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property
that may be found in the public records of this county, and there may be additional permits required from other
governmental entities such as water management districts, state agencies, or federal agencies.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN
YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT
MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU
INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT.
MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION.
ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING
CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES .
ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY.
1 of 2Issued Date: 1/28/2022
PERMIT NUMBER
PPI21-0007
ISSUED: 1/28/2022
EXPIRES: 7/27/2022
PRIVATE PROVIDER INSPECTIONS
PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
FEES
DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT
BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00
BUILDING PERMIT 455-0000-322-1000 0 $153.75
BUILDING PLAN CHECK 455-0000-322-1001 0 $102.50
PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00
STATE DBPR SURCHARGE 455-0000-208-0700 0 $6.24
STATE DCA SURCHARGE 455-0000-208-0600 0 $4.16
WORK WITHOUT PERMIT 455-0000-322-1000 0 $110.00
ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00
TOTAL: $626.65
3 PUBLIC WORKS POOL WELLPOINT INFORMATIONAL
Notes:
Pool Wellpoint (if used) must discharge into vegetated area 10 foot minimum from street or drainage feature (swale, structure or lagoon).
4 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL
Notes:
Roll off container company must be on City approved list. Approved list can be obtained at the Building Department at City Hall. Roll off container
cannot be placed on City right-of-way.
5 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL
Notes:
Full right-of-way restoration, including sod, is required.
6 PUBLIC WORKS RUNOFF INFORMATIONAL
Notes:
All runoff must remain on-site. Cannot raise lot elevation.
7 PUBLIC WORKS DECKING REMOVED INFORMATIONAL
Notes:
All old decking and debris must be removed from job site by Contractor.
8 PUBLIC WORKS INFRASTRUCTURE INFORMATIONAL
Notes:
Any damage done to infrastructure must be repaired by Contractor.
9 ZONING BUILDING OFFICIAL NOTES INFORMATIONAL
Notes:
Zoning Department note.
Structures that exceed 30 inches in height must meet applicable setback requirements. No structure may exceed 30 inches in height, measured from
grade, within the required setback. This includes the stormwater vault, any decking, walls, or similar structures.
2 of 2Issued Date: 1/28/2022
PERMIT NUMBER
PPI21-0007
ISSUED: 1/28/2022
EXPIRES: 7/27/2022
PRIVATE PROVIDER INSPECTIONS
PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
DESCRIPTION ACCOUNT QTY PAID
PermitTRAK $626.65
PPI21-0007 Address: 211 BELVEDERE ST APN: 170509 0000 $626.65
BLDG SUBSEQUENT PLAN REVIEW FEES $50.00
BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00
BUILDING $153.75
BUILDING PERMIT 455-0000-322-1000 0 $153.75
BUILDING PLAN REVIEW $102.50
BUILDING PLAN CHECK 455-0000-322-1001 0 $102.50
PUBLIC WORKS PLAN REVIEW $100.00
PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00
STATE SURCHARGES $10.40
STATE DBPR SURCHARGE 455-0000-208-0700 0 $6.24
STATE DCA SURCHARGE 455-0000-208-0600 0 $4.16
WORK WITHOUT PERMIT $110.00
WORK WITHOUT PERMIT 455-0000-322-1000 0 $110.00
ZONING PLAN REVIEW $100.00
ZONING REVIEW SINGLE AND TWO FAMILY
USES 001-0000-329-1003 0 $100.00
TOTAL FEES PAID BY RECEIPT: R18627 $626.65
Printed: Friday, January 28, 2022 3:53 PM
Date Paid: Friday, January 28, 2022
Paid By: BRENT ANNE G LIVING TRUST
Pay Method: CREDIT CARD 580302272
1 of 1
Cashier: CG
Cash Register Receipt
City of Atlantic Beach
Receipt Number
R18627
PPI21-0007
PPI21-0007
PPI21-0007
Invoice
Date
12/1/2021
Invoice #
21335100
Bill To
Ford Builders
1206 Mayport Landing Cir
Atlantic Beach, FL 32233
Florida Engineering LLC
4161 Tamiami Trail #101,
Port Charlotte, FL 33952
P.O. No.
Phone #941-391-5980 E-mail orders@flengineeringllc.com
Total
Balance Due
Description Quantity Rate Amount
21335100 Ford 211 Belvedere St, Atlantic Beach FL 32233 1 200.00 200.00
$200.00
$200.00
PPI21-0009
PAGE :DESIGN DATE:SCALE:
N
T
S
REVISION 2:CONTRACTOR:PROJECT ADDRESS:FLORIDA ENGINEERING LLC REVISION 1:FORD BUILDERS FORD 211 BELVEDERE ST ATLANTIC BEACH, FL 32233 1 DATECA CERT. #30782 PROJECT NO. 21335100This item has been electronically signed and sealed by Craig E.Gunderson, P.E. on date below using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signture must be verified on any electronic copies.DATE12/02/2021
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PAGE :DESIGN DATE:SCALE:REVISION 2:CONTRACTOR:PROJECT ADDRESS:FLORIDA ENGINEERING LLC REVISION 1:NTSDATECA CERT. #30782 PROJECT NO. 21335100This item has been electronically signed and sealed by Craig E.Gunderson, P.E. on date below using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signture must be verified on any electronic copies.FORD BUILDERS DATE12/02/2021FORD211 BELVEDERE ST ATLANTIC BEACH, FL 32233
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LISTED SUCTION OUTLET (GRATE & FRAME)LISTED SUCTION SUMP (MAIN DRAIN POT)HYDROSTATIC RELIEF VALVE (WHEN NEEDED)SUCTION LINE COLLECTION TUBEGUNITE OR SHOTCRETE (CONCRETE)PLASTER POOL SURFACE D MIN.D MIN.1.5 *D MIN.D D MIN.D MIN.1.5 *D MIN.D 1.5 *D MIN.D MIN.D MIN.DDMIN.
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D GENERAL NOTES:
(a
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D
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THREE OR MORE OUTLETS IN PARALLEL TO SINGLE PUMP
TH
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MINIMUM DISTANCE 3 FEET BETWEEN OUTERMOST OUTLETS (PIPE CENTERLINES)
MI
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D
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7
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DATE MAY 31, 2021
SCALE 1 INCH = 10 FEET
JOB NO 17416
FLORIDA REGISTERED SURVEYOR
DARYL S. BANKS CERTIFICATE NUMBER 6063
MAP SHOWING SITE PLAN OF:
BANKS & BANKS
CONSULTING, INC.
83 WEST 9TH STREET ATLANTIC BEACH, FL
(904)-685-2800 FAX (904)-685-2345
A GEOSPATIAL COMPANY
BANKSANDBANKSCONSULTING.COM
GENERAL NOTES:
I HEREBY CERTIFY TO:
FORD BUILDERS, LLC.
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
THIS SURVEY WAS ELECTRONICALLY CERTIFIED BY DARYL S. BANKS, PSM 6063, AS TIMESTAMPED ON BORDER.
SURFACE PRE AND POST FLOW TYPE "A" DRAINAGE SYSTEM
SUBGRADE ENGINEERED DRAINAGE SYSTEM
PROPERTY INFORMATION
ZONING
SETBACKS
PERCENTAGE IMPERVIOUS = 43%
BENCHMARK
XXX
LOT 464, SAL TAIR SECTION 1,
ACCORDING TO PLAT THEREOF, AS RECORDED IN PLAT BOOK 10, PAGES 8 OF THE
CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA
SEE SHEET 8 FOR
DRAINAGE PLAN FOR GUTTER DOWNSPOUT
CONNECTS INTO BASIN ON NORTH AND
SOUTH FRONT YARDS.
VAULT SHALL OVERFLOW THE TOP AND FLOW
INTO FRONTYARD BASINS. FLOW NOTES SHOWN
ON DRAINAGE PLAN SHEET 8.
DRAINAGE NOTES
1. THE COVERED PORCH AND STOOP DESIGNED TO HAVE
1% MIN. SLOPE AWAY FROM STRUCTURE.TYPICAL
ELEVATION DROP SHALL BE 4 INCHES.
2. FINISHED GRADE AT FOUNDATION DESIGNED 6 IN
BELOW FINISH FLOOR ELEVATION.
3. CONTRACTOR SHALL BE REQUIRED TO BE WITHIN ±
0.1FT OR~ OF AN FOOT.
4. SWALES DESIGN START 1.0 FT OFF PROPERTY LINE
SEE NOTE ON PG 1. FOR SILT FENCE LOCATION ..
~ ELEVATION INTERSECTION BELVEDER ST
ELEVATION 9.95' NAVO 88 SET NAIL AND DISK IN
ASPHALT
RS-2
FRONT
SIDES
REAR
20 FEET
5 FEET
5 FEET
IMPERVIOUS CALCULATIONS
HOUSE & LANAI = 1,691 SF
FRONT PORCH = 75 SF
CONC. STEPS = 32 SF
± POOL (12" WALL) = 258 SF
CONC. RIBBON = 96 SF
PROPERTY = 2,152 SF
ISR = ~66~ = 4.3%
MAX. TOTAL IMPERVIOUS =5,000 * 0.45 = 2,250 SF
1. THIS IS A SITE PLAN.
2. FLOOD ZONE "X" AS BEST ASCERTAINED FROM FLOOD PANEL NO
120.31C0409J DATED 11-2-2018
3. BEARING DATUM BASED ON THE W'LY R/W LINE OF BELVEDERE ST.
BEING AN ASSUMED BEARING.
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
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.
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.
29. 75-IN MAX.
2.47' HIGH CONC. RETAINING
WALL 6" THICK REINFORCED
#5 @18" VERTICAL SPACED. ~ ...
100.00' PLAT
29. 75-IN MAX.
LO
47' HIGH CONC. RETAINING c:::i
WALL 6" THICK REINFORCED ~
#5 @18" VERTICAL SPACED/TOP OF' AULT ELEVATION 12.47 FT
'L u
<:(
[I]
f----w
(/J
.
0
N
J J _____ _µ_ ___ -+------+I---PIPE ACCESS /
1-t;-----1+;-_l_i---1t----~'L-----ffi-l,""' --H.,-~""LLsAv~;""p-"sr-UD n~L\.,'r---t~•c,..L__' ~c;_,_;F'--__J_L_TR.uL:::c-'-LLr,·v'------_--f~~·,-----1, __ 1--~.j_ r _·,.-1
r /~/C POOL PUMPS ,-~2-0~
SO.l r; , :IRAISED PLATFORM.
SHARED WALL-1t!--+h~PROPOSED
MIN. 12" THICK RC
1/5@ 12'' VERT. SPACE POOL
GUTTERS___/ 42.66'
f----
-<C
__J
Q_
.
0
0
0
LD
5' P O O L-----..
SETBACK " ..._
516 SF
1,780 CF
5,298 GAL
5FT MAX
DEPTH
PROPOSEC-
7.1
--
JACUZZI F-~-~-
~
<C !'--LANAI ELE.
~ 13.0 Fl
__J
0 w
[l'
w >
0 u
211 BELVEDERE
PROPOSED TWO
STORY FRAMED
RESIDENCE WITH
' GARA! E
ELE. 1C.5'
.......
PROPOSE 1
, GEOCELL
::J RIVE/WAI K
SEE SHEET 8 FOR
DRAINAGE PLAN FOR GUTTER DOWNSPOUT
CONNECTS INTO BASIN ON NORTH AND
SOUTH FRONT YARDS.
20FT MAX WIDTH
INSTALL BRICK PAVER
I OR CONCRETE RIBBON
f----FROM PROPERTY LINE __J
' <:( TO EDGE OF ASPHALT
I
Q_
.l[ 'f----VJ
:I <:( <:(
~_J LL CT)Q_
0 ~ =s ·o w :I 0 u
0 0
'
w
f----w w
[l'
f----
(/J
w
[l'
w
0 w >
__J
w
OJ ATTACHED GARAGE
FFE = 13.5 FT
NAVO 1988
STEM WALL DESIGN
j ~1---"-o~f--16_._o~---~.~~u-T_T~~':s ~ 26.1:l
~I _____________________ _;--------
sEE SHEET 8 FOR 2-Q. Q DRAINAGE PLAN FOR GUTTER DOWNSPOUT
5' SETBACK -~c-,----t-l-----t------t----------i----0J---jttt--t----t--4 x 4_c_o_N_c•. ------------,-~F-r,,_ ___ _
14 ci '°>-'--"~STEPS 5' SETBACK r--..__
FT ,E' TH
29. 75-IN MAX.
VAULT IS WALL /
35.5 100.00' PLAT ' 'L u
<:(
[I]
f----w
(/J
30IN-2.47' HIGH CONC. RETAINI
WALL 6" THICK REINFORCED
#5 @18" VERTICAL SPACED.
EX. GRADE 10.0 FT.
G /
I__./
12.5' 13.0'
SEE VAULT DETAIL
PROPOSED. STE vi WALL 13.5 FT.
.
0
N
/VVV/VVV/vVV/vVV/vVV/vV, /VVV/VVV/vVV/yxY/
I V ~VVV/VVV/V /V:V/VVV/V V/VVV/VVV/VVV\/ --·--·1 -·--·-_"-,-.12'' ABOVE SEASONAL ->-\ · --=-_-----:-_ -_-----:-_-----:-_ -_-----:-_ -____:=-:-WATER TABLE :-::_ ~ SE AS ON AL WATER TAB LE
-------- ----------------------------------
---·----· --·----·----·-- --·--------------------·---
. . . . . . . r-,.,.--,. . . .
29.75-IN VAULT WILL BE PLACED ON EXISTING GRADE-/ n
FOOTER IS I 2'' BELOW GRADE
CONNECTS INTO BASIN ON NORTH AND
SOUTH FRONT YARDS.
•
'-.0
•
SILT FENCE PLACEMENT
LOT GRADING (TYPE "A")
lYPE "A" LOT GRADING
ALL DSAIW.G[ T◊ STRC[T
""'".-""•'·""'"'"'"'''"'"'""'•~'""'"""' t,,rn "'"'"'"', ''''"''"''" (1'.,n _,;,...,_-a) ,t .ca
ca cry '" .~ .. , '" "'"""'' , .. '" .. , ... st-..t '""'" aodtt, .. ,11 ,,rornO,ol"'''""""
TYPE ';B" LOT GRADING
DfW'1ACE BOTH TQ smEET & rn C<E.'11 LO T c is·,
Uo.-, ,;a. ma:,, "' .. ,a.c" ccala ,,., co ,e,,.,,..i
'"""""''""~Ho.. To,,,,_ook ""'"'""" ~th,
line oftte"" ,~ldlo< •••II ; ~,o .. :,aS block s fi<TI
'''"'""'-''""""~"''""'""'"'""'""'"''""''""' w.,1,1 ,,ll,,,,c ,.,,,,,_,•,,,,o,,1,;,,,.,,,,1;,,,Ilrh,I'"'
,,,,,.,.,,.,,.,.,,, ""'"''"'"'™'""'"'""''""·"''"''"""' ,,., , ,,,. co • .,,,.,..,~ sco<i,a, e ~,art<a ;, kapt as
snal asps,lb~. Thl,c,,Juase=ioa aad dlswa l
'""'''~'
A c,,,t.ro , oolocl '°"'""~'"t.l gh"tl°'
., " ''""'""'"'''" ",, -~o,.w,le
C·O Pr.,~c,,-; ,Id, , .,,. ""'""~'" of,.,, ·•·•II
lYPE ''C" LOT GRADING
CH C""f•\~t l~kt/\H '.U U Nt
,,.,.,.,,...,,,,,.,..,,,,,."',.''"""''"""'"'m ,,.,,,,,,,.,,,,,, .. ,.a,,·,.,,1,~""""'''J,,.,,,_.;,,,.11,,
,.,.,,~ ....... '"''""''""''!,"'"'''"''"'" pco,e-6a, .. ,,.,,,.mo ss~<e t>odttNe s:c,<tout« c·-""
aoct ,.-.m~,., "·""' ·'"' oc,,,,.11.,. r, "'" ""~ """' ",•~ ~ ... ,,,,,""'""'"""
/~
--/...f_
I I • _1-,..:_
l / ..---1-f-
A "'""-'""""""~'"'"'·""'"''"""'--'" l!r
h-U "'""''"'""' ~-8 o;,.,.,.~, '"'"'"'""' ,,~ """''°"''., -'"""""""'""·"'"'""'''"'''" C-0 "'""""''"""''';·..:,vc•L°"'·''""""''' '"'""' D-S FD.~S'hale
t ' "'"~"''· '""' "'""' ""' ,,,,~,.,,,, ,, "'"''~
CURRENT SHWT IS 2.3-2.5 FT BELOW GRADE CASE "B" (Adjacent Property Not Own ed By De veloper):
CURRENT REQ MUST MAINTAIN 1.0 FT ABOVE SHWT.
HAROLD COFFIELD
2743-1 ANNISTON RD
JACKSONVILLE, FL 32246
HAROLD COFFIELD,PE
Hl{CPERSONAL@GMAILC □M
904-343-3052
When filling 0-4 feet & adjacent property dra ining to site the min imum setback from the property line shall
be 1 foo t and a swa le/yard drain system shall be constructed w ith a minim um sw a le slope of 0.3% and
one drainage inlet placed every 3rd lot line unless approved otherwise .
Min . 1 O' private easement
for shal low swales/piped &
Si lt Fence
yard drain system -------..;.,_ _____ _,,,,_----.i
Fill
'---__,,.-....._
~ 5 feet min.
3:1 Slope
.I
Property L in e
SHEET 1 OF 8
SITE PLAN
Abbr~vio. -tlon Table
Ai::Jbrev. Code Description
ET
EP
R
CH
□RV
PC
45
AC
ASP
EC
ENC
PB
TR
CN
ED
C □NC
rF
VAT
FND
Pl
DH
NDE
PT
ABS
SEC
SCA
NOV
IP
DOE
lo'ATMET
TR/lf'FIC SlG
m
ARC LENGTH
RADIUS
CHORD LENGTH
AIR C □NDTTI □NER
ASPEN
EDGE □F GRAVEL
ENCROACHING
PLAT BOOK
TRACT
C
EDGE □F DIRT
CONCRETE
\./ATER LINE \,/YE
FINISHED FLOOR
\./ATER LINE TREE
FOUND
DEAD END SIGN
POINT □F
ABS PLASTIC
SECTION
ALUM, SHED
□ NE \,/AY SIGN
IRON PIPE
OVERHANG EDGE
Sytobol Tobi•
bsc~lptloo sya~ol
WATER METER
I~□N PIPE
•
GR~TE ..
C □~TR□L
DATE 5/24/2021
SCALE SEE SCALE BAR
JOB NO 17416
FLORIDA REGISTERED SURVEYOR
DARYL S. BANKS CERTIFICATE NUMBER 6063
ELEVATION VIEW OF PROPOSED VAULT
BANKS & BANKS
CONSULTING, INC.
83 WEST 9TH STREET ATLANTIC BEACH, FL
(904)-685-2800 FAX (904)-685-2345
A GEOSPATIAL COMPANY
BANKSANDBANKSCONSULTING.COM
I HEREBY CERTIFY TO:
ROB FORD
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
THIS SURVEY WAS ELECTRONICALLY CERTIFIED BY DARYL S. BANKS, PSM 6063, AS TIMESTAMPED ON BORDER.
0 7.5 15
VAULT NOTES FOR PROPOSED VAULT AND DRAINAGE
XX
GEOCELL MAT SHALL BE INSTALLED
FLUSH WITH VAULT LIP WITH MAX VAULT
HEIGHT OF 29.75 IN
GEOCELL MAT SHALL BE INSTALLED
FLUSH WITH VAULT LIP WITH MAX VAULT
HEIGHT OF 29.75 IN NOTE: 9/21/21
1. MAX. DEPTH 29. 75 IN. WITH TOP and LIP
2. NO FLOOR
3. WALL THICKNESS 61N MIN., CONCRETE 3,000 PSI
4. CONCRETE RC @ 18 IN VERTICAL
5. CONCRETE RC @ 18 IN HORIZONTAL
6. MAINTAIN 2-4" WIDE RUBBERIZED LIP
SURROUND WITH MIN HEIGHT 1" TO DRAINAGE OVER STEPS
TOWARD RIGHT OF WAY AND INTO FRONT YARD BASINS.
I I I I I I I I I I I I
I I I I
' ' ' I I I I
' ' ' I I I I
w z ......
_J
>-
1-
IY w
0..
□ IY
0..
1X8" HARDIE FACIA
1X4" DRIP
1X4" HARDIE il'IINDOY'I TRIM
1X4" HARDIE CORNER BOARDS
HARDIE LAP SIDING
..
f--------------,a,,,oa5----------------1
►
t!i.Jri·,e::•(JIH· Iff:a --------1--► -
EXISTING
MASONRY GARAGE
."
4 t-1.11996-
ALL RC #5 I! 18" PESH .. ✓.,~.,, c)'r' <" C f".,lU
C-Y a '-0
VAULT TOP = 12.50'
LANAI FLOOR = 13,0'
PA TI □ 6' DROP
' ' '
' ' : I : : ' : '
'
' '
' ' ' ' ' ' ' '
' ' : I I '
' ' ' ' ,.
□
I
'
' '
' '
' '
' -,,,:.; ,,,;:;;;. '
1 I I I I I : : ;._~I ,. . . .......
'
'
' '
I I I I
' ' '
' '
' ' '
'
' ' '
'
' ' '
' '
' ~I :I::~
I I I I I I
I I I I I ~::
'
I I' °"
: I : I I I I ....,
' ' '
'
' '
' '
I I I I I
I I I I I
' ' '
' ' '
_I I I I I I
'
' ' '
ll=====ll f-----------i D = □ t------
□
-,,-
-
1./
-+-..__
FFE 13.5'
,-I I ,µ I I LIi I I I I I I
,l STEM 'w'ALL 3,5 + 31.16'
A .·
V
4X10' HARDIE SMOOTH SHEETS
J/'1/ BATTEN STRIPS@16" OC
----cM---l--l--1-----1X4" HARDIE CORNER BOARDS
ALUMINUM STANDING SEAM
METAL ROOF
I I II I
It
I
I
1.,.4 __ 4X4' POST J/'1/ STONE HALFY'IAY
Y'IRAPPED J/'1/ HARDIE 1X12"
FINAL GRADE 2-3u GEOCELL--......._ r""" '"", STONE
I I I I I I I I I I I I I I I I ·. f jREPL io.CE d HAS!I I I I I I I I I I I
1.0' ABOVE SH'w'T -
z 'w'ATER TABLE
w □ z ...... ...... I-_J z
12' ABOVE 'w'ATER TABLE ~
SH'w'T 1.0' ABOVE 'w'ATER TELE
>-w
I-I-w IY IY w
0.. LL. □ □ IY
0.. i=1 z w
'w'ATER TABLE 'w'ATER TABLE
l------------------------'50,6428-------------------------j
LEFT SIDE ELEVATION
HAROLD COFFIELD
2743-1 ANNISTON RD
JACKSONVILLE, FL 32246
HAROLD COFFIELD,PE
Hl{CPERSONAL@GMAIL,COM
904-343-3052
EXISTING GRADE
= 34,66 FT,
SHEET 2 OF 8
ELEVA Tl ON VIEW
DATE 5/24/2021
SCALE SEE SCALE BAR
JOB NO 17416
FLORIDA REGISTERED SURVEYOR
DARYL S. BANKS CERTIFICATE NUMBER 6063
BANKS & BANKS
CONSULTING, INC.
83 WEST 9TH STREET ATLANTIC BEACH, FL
(904)-685-2800 FAX (904)-685-2345
A GEOSPATIAL COMPANY
BANKSANDBANKSCONSULTING.COM
I HEREBY CERTIFY TO:
ROB FORD
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
THIS SURVEY WAS ELECTRONICALLY CERTIFIED BY DARYL S. BANKS, PSM 6063, AS TIMESTAMPED ON BORDER.
0 7.5 15
5, 1
CJ
-
CJ
lJ7
2. 5'
2,0
5' SETBACK
1 ' 5 '-------i
----------725 SF
2.47 FT DEPTH (29.75 IN)
1,658 CF (1607 CF MIN)
NOT INCLUDING BASINS
10 0 ,0
i --, r------.. -----------------------------------------------------------------------------------,
o o O I 5' SETBACK "
1-+---++------+-+----------F=i------------4----~-----+ --'s+--+-----+--+-------------------~ 0
I
I
0 12" FOOTER SHALLOW SWALE
14. 7
12" WALL ___ _J
0
0 . n
O 0J POOL
#5@12" RC
MESH.
. m
co .
co
0 2.4 SPA 1. 6
0 0 0 . .
m m
10. 0
0
0
0 f---r---~--~+---~
0 0
0
0 :
6.7
0
0 :
6.6
0
0
0
0 •
--------------------,
24" FOOTER
I 24" OOTER
I
I
I
I
I
I -
I
I
I
I
I
I
I
I
L __
53.4
I
I
I
i_J
I .------~
I
I
I
I
____ LJ _____________ J
---1 5' SETBACK
I
L_
1 . 5'
INSTALL 2-4" WIDE X 1" MIN. HEIGHT
LIP / RUBBERIZED OR OTHER
APPROVED BARRIER FOR DRAINAGE.
+----+--+---+-+-------------------------f>-sc-F-
0 I SHALLOW SWALE
__ _J
10 0 ,0
HAROLD COFFIELD
2743-1 ANNISTON RD
JACKSONVILLE, FL 32246
HAROLD C □FFIELD,PE
H'wCPERS □NAL@GMAIL.COM
904-343-3052
0
r-------
44 CF
1 FT DEPTH
20.1
7.8' 7.8'
7.8'
218 CF
_ 2FT DEPTH
7.8' 7.8'
r-------.
0
s;--
CJ
-
CJ
lJ7
SHEET 3 OF 8
VAULT
f-w w
CL f-~
Ul S
~
W CL
CL w~
00
w~ >
_J
w
OJ
DATE 5/24/2021
SCALE SEE SCALE BAR
JOB NO 17416
FLORIDA REGISTERED SURVEYOR
DARYL S. BANKS CERTIFICATE NUMBER 6063
BANKS & BANKS
CONSULTING, INC.
83 WEST 9TH STREET ATLANTIC BEACH, FL
(904)-685-2800 FAX (904)-685-2345
A GEOSPATIAL COMPANY
BANKSANDBANKSCONSULTING.COM
I HEREBY CERTIFY TO:
ROB FORD
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
THIS SURVEY WAS ELECTRONICALLY CERTIFIED BY DARYL S. BANKS, PSM 6063, AS TIMESTAMPED ON BORDER.
0 7.5 15
DATE 5/24/2021
SCALE SEE SCALE BAR
JOB NO 17416
FLORIDA REGISTERED SURVEYOR
DARYL S. BANKS CERTIFICATE NUMBER 6063
BANKS & BANKS
CONSULTING, INC.
83 WEST 9TH STREET ATLANTIC BEACH, FL
(904)-685-2800 FAX (904)-685-2345
A GEOSPATIAL COMPANY
BANKSANDBANKSCONSULTING.COM
I HEREBY CERTIFY TO:
ROB FORD
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
THIS SURVEY WAS ELECTRONICALLY CERTIFIED BY DARYL S. BANKS, PSM 6063, AS TIMESTAMPED ON BORDER.
0 7.5 15
DATE 5/24/2021
SCALE SEE SCALE BAR
JOB NO 17416
FLORIDA REGISTERED SURVEYOR
DARYL S. BANKS CERTIFICATE NUMBER 6063
BANKS & BANKS
CONSULTING, INC.
83 WEST 9TH STREET ATLANTIC BEACH, FL
(904)-685-2800 FAX (904)-685-2345
A GEOSPATIAL COMPANY
BANKSANDBANKSCONSULTING.COM
I HEREBY CERTIFY TO:
ROB FORD
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
THIS SURVEY WAS ELECTRONICALLY CERTIFIED BY DARYL S. BANKS, PSM 6063, AS TIMESTAMPED ON BORDER.
0 7.5 15
DATE 5/24/2021
SCALE SEE SCALE BAR
JOB NO 17416
FLORIDA REGISTERED SURVEYOR
DARYL S. BANKS CERTIFICATE NUMBER 6063
BANKS & BANKS
CONSULTING, INC.
83 WEST 9TH STREET ATLANTIC BEACH, FL
(904)-685-2800 FAX (904)-685-2345
A GEOSPATIAL COMPANY
BANKSANDBANKSCONSULTING.COM
I HEREBY CERTIFY TO:
ROB FORD
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
THIS SURVEY WAS ELECTRONICALLY CERTIFIED BY DARYL S. BANKS, PSM 6063, AS TIMESTAMPED ON BORDER.
0 7.5 15
DRAINAGE FLOW CONDITIONS ~ POST FLOW CONDITION ~ PRE FLOW CONDITION XX XX EXIST. GRADE ELEVATIONS XX.XX FINAL GRADE ELEVATIONS FLEX PIPE 90° BEND INSTALL 6" PERFORATED FLEX PEP SEWER PIPE TIE INTO THE 12" PLASTIC GRATE INLET COVER WITH ROCK 0.5% MIN. SLOPE 1 0 ' 11 -------1 0, 1 I C) C) LJ7 · REAR / LANAI INSTALL GUTTERS DRAINING INTO PORTS IN BACK
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DATE 5/24/2021
SCALE SEE SCALE BAR
JOB NO 17416
FLORIDA REGISTERED SURVEYOR
DARYL S. BANKS CERTIFICATE NUMBER 6063
BANKS & BANKS
CONSULTING, INC.
83 WEST 9TH STREET ATLANTIC BEACH, FL
(904)-685-2800 FAX (904)-685-2345
A GEOSPATIAL COMPANY
BANKSANDBANKSCONSULTING.COM
I HEREBY CERTIFY TO:
ROB FORD
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
THIS SURVEY WAS ELECTRONICALLY CERTIFIED BY DARYL S. BANKS, PSM 6063, AS TIMESTAMPED ON BORDER.
8 RIBS
35 3/4"
34 1/4"
4"
1
1
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2
"
40 1/2"
31 1/2"
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"
34 1/8" COVER
2
1
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1
1
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2
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PROTECTIVE SKIRT
COVER
NEOPRENE "T" GASKET RING
1 3/8"WIDE
2 1/4"
1"
1 1/4"
1/
2
"
NON-SKID SURFACE
(DIAMOND PATTERN)
2-NON PENETRATING
PICKHOLES (SEE DETAIL)
MACHINED SURFACE
MACHINED SURFACE (SMOOTH)
DOVETAIL GROOVE & GASKET
(SEE DETAIL BELOW)
NOTES:
1. MATERIAL: ASTM A-48 CLASS 35B GRAY IRON.
2. RING WEIGHT 229.75 LBS APPROX.
3. COVER WEIGHT 230 LBS. APPROX.
4. ALL DIMENSIONS ARE SHOWN IN INCHES.
COVER
RING
PICKHOLE DETAIL
GROOVE & GASKET DETAIL
1"
SANITARY SEWER MANHOLE FRAME AND COVER
PLATE S-1
8 RIBS
35 3/4"
34 1/4"
4"
1
1
/
2
"
40 1/2"
31 1/2"
5/
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"
34 1/8" COVER
2
1
/
4
"
1
1
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2
"
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COVER
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1 3/8"WIDE
2 1/4"
1"
1 1/4"
1/
2
"
NON-SKID SURFACE
(DIAMOND PATTERN)
2-NON PENETRATING
PICKHOLES (SEE DETAIL)
MACHINED SURFACE
MACHINED SURFACE (SMOOTH)
DOVETAIL GROOVE & GASKET
(SEE DETAIL BELOW)
NOTES:
1. MATERIAL: ASTM A-48 CLASS 35B GRAY IRON.
2. RING WEIGHT 230 LBS APPROX.
3. COVER WEIGHT 230 LBS. APPROX.
4. ALL DIMENSIONS ARE SHOWN IN INCHES.
COVER
RING
PICKHOLE DETAIL
GROOVE & GASKET DETAIL
1"
SANITARY SEWER MANHOLE FRAME AND COVER
JANUARY 2021 PLATE S-1
Project No. : 21335100
Project Name : Ford Residence
Project Address : 211 Belvedere St Atlantic Beach, FL 32233
SIMPLIFIED TOTAL DYNAMIC HEAD (TDH) CALCULATIONS WORKSHEET
DETERMINE MAXIMUM SYSTEM FLOW RATE :
1. Calculate Pool Volume : Surface area ≔A =⋅16 ft 25 ft 400 ft 2
Average depth ≔d 4.5 ft
≔V =⋅Ad 13464.934 gal
2. Determine preferred turnover time in hours :≔t =8 hr 480 min
3.Determine Max. Flow Rate :≔Q1 =―V
t
28.052 gpm
4. Spa jets : 6 ≔Q2 72 gpm
(For single pump pool / spa combo, use the higher of No. 3 or No. 4 in the following
calculations for the pool and spa.
Calculated flow rate ≔Q =+Round ⎛⎝,max ⎛⎝,Q1 Q2⎞⎠1 gpm⎞⎠1 gpm 73 gpm
Allowable flow rate ≔Qmin 36 gpm
Actual flow rate ≔Q =max ⎛⎝,QQmin⎞⎠73 gpm
Actual turnover time ≔t =―V
Q
3.074 hr
Florida Engineering LLC
4161 Tamiami Trail, Suite 101, Port Charlotte, FL 33952‐9204
www.flengineeringllc.com | Phone: (941) 391‐5980
License Number #30782, #60102
CRAIG E. GUNDERSON, P.E. #60102
1 of 5
RECOMMENDED MINIMUM PIPE SIZE (2020 FBC, 7TH EDITION) :
Branch Piping to be : 3"to keep velocity @ 6fps max at =Q 73 gpm
Trunk Piping to be : 2.5"to keep velocity @ 8fps max at =Q 73 gpm
Return Piping to be : 2"to keep velocity @ 10fps max at =Q 73 gpm
2 of 5
SIMPLIFIED TDH :
1. Friction loss (in suction pipe) in 2.5"pipe per ft at =Q 73 gpm ≔fsuction 0.09
2. Friction loss (in return pipe) in 2"pipe per ft at =Q 73 gpm ≔freturn 0.16
3. Length of suction pipe ≔Lsuction 50 ft
TDH in suction pipe ≔TDHsuction =⋅Lsuction fsuction 4.5 ft
4. Length of return pipe ≔Lreturn 80 ft
TDH in return pipe ≔TDHreturn =⋅Lreturn freturn 12.8 ft
5. TDH in Piping ≔TDHpiping =+TDHsuction TDHreturn 17.3 ft
6. Filter loss in TDH ≔TDHfilter 16.6 ft
7. Heater loss in TDH ≔TDHheater 10.0 ft
8. All other losses ≔TDHother 16.0 ft ...head losses in fittings, etc
9. Total simplidied TDH ≔TDH =+++TDHpiping TDHfilter TDHheater TDHother 59.9 ft
3 of 5
Pump Selection using pump curve for simplified TDH and System Flow Rate :
Manufacturer : Pentair Model : Intelliflo VS Size / HP = 3
Main Drain Cover :
Manufacturer : Paramount Model : SDX2
Max. cover flow rate = 188 gpm Cover Replacement Date = 7 years
MAIN DRAIN PLUMBING METHOD OPTIONS :
Pool A. Dual outlets in parallel one pump
B.Dual outlets in parallel to dual pumps in parallel
C. Parallel dual outlets to two pumps
D. Dual outlets on different planes
E.Three or more outlets in parallel symmetric piping
F.Three or more outlets in parallel electrically tapped piping
G. Three or more outlets in parallel looped piping
H.Single unblockable channel outlets to single pump
(channel drain @ 316 gpm max. flow rate)
I. Single unblockable channel outlets to two pumps
(channel drain @ 217 w/2 ports & 278 gpm w/3 ports
(see note 4)
4 of 5
Notes :
1. In flow suction outlets cover/grate must conform to most recent edition of ASME/ANSI
A112.19.8 and be embossed with that edition approval.
2. Pump and Filter make, model and location cannot change without submitting a revised
plan TDH worksheet.
3. See manufacturer's specifications for pump curve of specified pump.
4. Contractor to choose main drain plumbing method from the options (A to I) listed
above.
5 of 5