410 Garden Ln - Permit POOL18-0014 (2)OPTIONAL 12V LIGHT
W/FRANS. 14" BRASS
OR PVC (SEE NOTES)
FLOW THRU SPA
NO SKIMMER
TYPICAL GR. FOR # 3
SKIMMER REBAR, TOUT WITH
# 8 CU TO PUMP
0
OPTIONAL D K W/
1 Y," PITCH IN 1'
RAIL OPTI01`
NO LIMITATIONS TO
SHAPE EXCEPT FOR
DIVING STEPS
S WIN -OUT OR LADDER ENTRY REQUIRED
REQUIRED (GR/#8 CU) (SEE NOTES)
;D WHERE DEPTH OVER
T DEEP (SEE NOTES)
I RAIL OPTIONAL
GENERAL POOL PLAN
N.T.S.
2'-9" Min. EXCEPT FOR SEE NSPI 5 RE:
SLOPING ENTRIES. 4'-0" Max. HANDHOLDS
WATER --I
LINE c
EXCEPTION: ROPE AND
FLOATS INSTALLED IF v 8+' Maio.
LESS THAN 4',6" Radius
7 Max.
I 11.0° Max.
3 Max.
I
8'Min. TO SLOPE CHANGE
POOL SECTION DETAIL
N.T.S.
S132836, 6-20-07
FOR BONDING AND GROUNDING SYSTEMS FOR SWIMMING POOLS, THE USE OF
AN UNDERGROUND BONDING CONDUCTOR MADE OF #8 AWG. BARE SOLID
COPPER WIRE BURIED TO A MINIMUM DEPTH OF 4 INCHES TO 6 INCHES BELOW
SUBGRADE, AND 18 TO 24 INCHES FROM INSIDE WALL OF A SWIMMING POOL OR
SPA, IS DEEMED A PERMISSIBLE ALTERNATIVE OR EQUIVALENT TO COMPLIANCE
WITH s. 680.26(c) OF THE NATIONAL ELECTRICAL CODE.
PAVERS OR
FOOTING 4" DECK 2,500 DECK FINISH
OPTIONAL psi (Min.) CONC. PER CONTRACT
W/FIBER MESH (NON -SLIP)
gaa POOL
PER C
8" X 8" FOOTING BEAM & "7" BAR _J
8"
W/(2) #3 BARS OPTIONAL
OR (1) #5 BAR M RCI OR
6 EXPOSED
6" Min. WALL & FLOOR THICKNESS. 3,500 psi (MIN.) CONC. #3 BARS ON AGGREGATE
12" CENTERS EITHER WAY, TIE ALT. INTERSECTIONS 15" MIN. OVERLAP.
2" MIMCOVERAGE ON STEEL W/CONC. TO ASTM At 5. A16. ASTM A30-5
Structural subject to suitable soil conditions.
POOL/SPA, DECK, BEAM, WALL, FLOOR
N.T.S.
FLORIDA BUILDING CODE R4501
SPECIAL SPA REQUIREMENTS:
sxIMMER REQUIRED THE POOL CONTRACTOR IS RESPONSIBLE FOR
FOR SPA WITH THE
WATER DEPTH 4', MAXIMUM SEAT DEPTH
INDEPENDENT FURNISHING ALL DETAIL DESIGN REQUIREMENTS
28" MAX,
FILTRATION SYSTEM FOR EACH INDIVIDUAL POOL IN ACCORDANCE WITH
-FLOOR SLOPE 1:12
THE FLORIDA BUILDING CODE, AND ALL
-STEPS: MIN. TREAD 10" X 12", 7" MIN. RISER, 12" MAX.
CONSTRUCTION SHALL MEET ALL APPLICABLE
RISER EXCEPT THE BOTTOM STEP MAY BE 14" IF IT IS
CODES INCLUDING PLUMBING, ELECTRICAL AND
THE SEAT. INTERMEDIATE TREADS AND RISERS TO
GAS. PIPING SHALL BE SCH. 40 PVC, NSFpw, MAX.
BE UNIFORM. IF THE SPA IS OPERATED
PRESSURE VELOCITY 10 FPS, SUCTION 6 FPS.
INTERMITTENTLY IT SHALL HAVE A ONE HOUR
THE POOL PLAN SHALL SHOW THE DESIGN
TURNOVER, IF CONTINUOUS A SIX HOUR TURNOVER.
PLUMBING AS PER THE SAMPLE WITH THE
-MAXIMUM TEMPERATURE 104 DEGREES.
INFORMATION REQUIRED SHOWN. MAIN DRAIN
-MEET ANSUNSPI ARTICLE XVII, SAFETY
PLUMBING SHALL BE TWO DRAINS SEPARATED BY 3'
INSTRUCTION/SAFETY SIGNS.
WITH APPROVED ANSI/ASME At 12.19.8.2009 COVERS. AS
-PRESSURE TEST PIPING AT 35 PSI FOR 15 MINUTES OR
AN ALTERNATE THE APPROVED DRAINS MAY BE
MEET LOCAL CODE IF GREATER
> MAIN DRAIN REQUIRE
CRCULATION - (TAMPER PROOF/SEE NOTES)
LINE
> LIGHTING & BONDING SAME AS
POOL
>NO LIMITATIONS ON SHAPE
GENERAL SPA PLAN
N.T.S.
PLACED ON DIFFERENT PLANES. THE TWO DRAINS
SHALL HAVE A COMMON SUCTION LINE. SUCTION
GRATES MAY BE USED IF APPROVED AT A MAXIMUM
OF 1 Y2 FPS AND THE SUCTION PIPING IS RECESSED
FROM THE GRATE THE DISTANCE EQUAL TO THE
SUCTION PIPE SIZE. SKIMMERS DO NOT REQUIRE
PROTECTION AND
MUST BE DESIGNED FOR A MINIMUM 25 gpm.
THE FOLLOWING SHALL BE LABELED WITH
LABEL MARKER TAPE AT THE FILTER LOCATION:
PIPES, VALVES, PUMP(S) OFF SWITCH.
ELECTRICAL REQUIREMENTS:
-WIRING AND BONDING AND ALL ELECTRICAL TO
COMPLY WITH CHAPTER 42, FLORIDA BUILDING
CODE APSP/ICC 2017 AND NEC 2014.
-NO OUTLET OR OVERHEAD POWER WITHIN 10' IF
WITHIN 15' PROTECT BY GFI, TRANSFORMER MIN. 10'
FROM POOL, 8" ABOVE WATER, J BOX 4' FROM POOL,
BRASS TO J BOX OR TRANSFORMER WHICH EVER IS
FIRST EXCEPT WHERE PVC IS APPROVED.
SAMPLE ONLY. EACH APPLICATION FOR PERMIT SHALL
BE BASED ON A TOTAL DYNAMIC HEAD OF 60 ft.
Determine System Flow Rate:
Minimum Flow Rate Required: 35gpm per skimmer (Required: I Skimmer per 800 sf)
Pool Volume: sq. ft x ave depth x 7.481 ga1/cf = gallons
Turnover Time in Hours: hours x 60 min/hr = minutes
Flow Rate: _gallons/ minutes = gpm
PIPE SIZING CHART (MA7III
IM
PIPE
SUCTION
PRESSURE
1"
35 GPM
65 GPM
2"
60
105
214
90
147
3"
135
230
4"
235
396
FORPOOLS WITH VOLUME =15,000 GALS.
PUMP: STARITE P6E6DL OR HAYWARD SUPERB
X HP 42 GPM 60' TURN
TURNOVER RATE = 6 HOURS = 360 MINS.
FILTER: STARITE PTM 50,50 GPM OR
HAYWARD C751,75 GPM CAPACITY
MAIN DRAIN: HAYWARD W61048E
CLEANER: HAYWARD VAC LOC
MAIN SUCTION PIPE SIZE _
SKIMMER SUCTION PIPE SIZE
CLEANER/VAC PIPE SIZE
RETURN SUCTION PIPE SIZE
* MAIN DRAINS AS OF 12-19-08
ANSI/ASME Al 12.19.8-2007
w POOL
0
MIN. GRATE OPEN AREA = FLOW/17.8
FOR VELOCITY 6/SEC
GENERAL DESIGN REQUIREMENTS
-DESIGN, CONSTRUCTION AND WORKMANSHIP
SHALL BE IN CONFORMITY WITH THE
REQUIREMENTS OF APSP/ICC 3, APSP/ICC 4, APSPACC 5,
AND APSP/ICC 6 AND APSPACC 7 BASED ON THE
POOL TYPE.
-SEE NSPI FOR DIVING WATER ENVELOPES.
-SLIDES SHALL MEET THE MANUFACTURE'S
INSTALLATION REQUIREMENTS.
-ALL POOLS WHETHER PUBLIC OR PRIVATE SHALL BE
PROVIDED WITH A LADDER OR STEPS IN THE SHALLOW
END WHERE THE WATER DEPTH EXCEEDS 24 INCHES (610
MM). IN PRIVATE POOLS WHERE WATER DEPTH EXCEEDS 5
FEET (1524 MM) THERE SHALL BE LADDERS, STAIRS OR
UNDERWATER BENCHES/ SWIM -OUTS IN THE DEEP END.
WHERE MANUFACTURED DIVING EQUIPMENT IS TO BE
USED, BENCHES OR SWIM -OUTS SHALL BE RECESSED OR
LOCATED IN A CORNER.
-CIRCULATION SYSTEMS, COMPONENTS AND
EQUIPMENT SHALL COMPLY WITH NSF 50.
-THE MAXIMUM TURNOVER RATE IS 12 HOURS.
-FILTERS SHALL HAVE AN AIR RELEASE AND
PRESSURE GAGE.
-PUMPS 3 HP AND LESS SHALL MEET ANSUUL1081
CORROSION RESISTANT WITH STRAINER AND MEET
THE REQUIRED FLOW.
-SURFACE SKIMMERS SHALL MEET NSF 50 AND
THERE SHALL BE ONE FOR EVERY 800 SQUARE FEET
OF SURFACE AREA.
-APPROVED MANUFACUTRED INLET FITTNGS FOR THE
RETURN OF RECIRCULATED POOL WATER SHALL BE
PROVIDED ON THE BASIS OF AT LEAST ONE PER 300
SQUARE FEET (28 m2) OF SURFACE AREA. SUCH INLET
FITTINGS SHALL BE DESIGNED AND CONSTRUCTED TO
INSURE AN ADEQUATE SEAL TO THE POOL STRUCTURE
AND SHALL INCORPORATE A CONVENIENT MEANS OF
SEALING FOR PRESSURE TESTING OF THE POOL
CIRCULATION PIPING. WHEN MORE THAN ONE INLET IS
REQUIRED, THE SHORTEST DISTANCE BETWEEN ANY TWO
REQUIRED INLETS SHALL BE AT LEAST 10 FEET (3048 MM).
-HEATER SHALL MEET ANSI -Z21.56 OR UL 1261 OR
UL 559.
-DISINFECTANT EQUIPMENT SHALL COMPLY WITH
NSF 50.
-PRESSURE TEST PIPING AT 35 PSI FOR 15 MINUTES OR
MEET LOCAL CODE IF GREATER.
-RESIDENTIAL SWIMMING BARRIER REQUIREMENTS TO
MEET SECTONS 454.2.17
-WASTE DISPOSAL TO COMPLY WITH SECTION 454.2. 10
Itt
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Revis on
Date
CLEANER IT HAS BEEN CERTIFIED THAT THESE DESIGN
LINE REQUIREMENTS ARE IN COMPLIANCE WITH THE
FLORIDA BUILDING CODE R4501, 6TH EDITON 454.2-2017,
ANSI/APSP/ICC 3,
`1.
9 ? aCC 4, ANSI/APSP/ICC 5, AND ANSUAPSP/ICC 6 AND Date:Janua 1,2018
,
A/ICC 7, ANSUAPSP/ICC 14, ANSUAPSPQCC 15.
-. e.Drawn bv: N
EQUIPMENT RESIDENCE
LOCATION
REVIEWED • • CODE COMPLIANA
ATLANTIC
SEE PERMITS FOR ADDITIONAL
REQUIREMENTS AND CONDITIONS
REVIEWED >t r
zp
TOOMER RESIDENCE
410 GARDEN LANE
ATLANTIC BEACH, FL 32233
Simplified Total Dvnamic Head
Minimum Flow Rate Required: 35 GPM Per Skimmer. ( Required: 1
Determine Maximum System Flow Rate
1. Calculate Pool Volume 288 * 4 * 7.481 (Gal/Cul:
( Surface Area) ( Avg. Depth)
2. Determine Preferred Turnover Time in Hours: 6 '60
( Hours)
3. Determine Max. Flow Rate 8,618 / 360 + N/A
( Vol. In Gallons) ( Turnover In Mins.) ( Feature Flow)
4. Spa Jets N/A * N/A GPM Per Jet
(No. Of Jets) (Jet Flow)
For single pump pool/spa combo, use the higher of No. 3 or No. 4 in
Determine Maximum System Flow Rate
H )Calculation Worksheet
per 800 Square Feet of Surface Area)
Foot) = 8,618
( Vol. In Gallons)
I./Hou) = 360
(Turnover In Mins.)
(System Rate)
N/A
(Total Jet Flow).
following calculations for pool & Spa
Branch Piping to be 1.5" Inch to keep velocity at 6 FPS max at 35 GPM Max. System Flow Rate
Trunk Piping to be 2" Inch to keep velocity at 8 FPS max Ot 35 GPM Max. System Flow Rate
Return Piping to be 1.5" Inch to keep velocity at 10 FPS rr ll at 35 GPM Max. System Flow Rate
Determine Simplified TDH
1. Distance From Pool to Pump in feet 50'
2. Friction Loss ( In Suction Pipe) In 2" Inch Pipe per 1
3. Friction Loss ( In Return Pipe) In 1.5" Inch Pipe per 1
4. 50' * 0.10 - 5.0
( Length of Suction Pipe) (Ft. of Head
5. 50' * 0.21 - 10.5
( Length of Return Pipe) ( Ft. of Head
Determine Simplified TDH
Pump Selection Sta-Rite XPDS-8, 2 Spd. U
Main Drain Cover Hayward WG1048E (;
Note: Minimum System Flow Rate based on minimum flow per skim
Determine The Number & Type of Required In -Floor Suctions
( Check all that apply)
0-_---3-0 WG1048E Suction Outlets
❑ IQQ -�QI Suction Outlets
ElI� Suction Outlets
ANSIIAPSP-72006 Specifies three methods for determining the maxi
The following TDH calculation is one of the methods specified.
TDH Calculation Options
Simplified Total Dynamic Head (STDH )
Complete STDH Worksheet - Fill in all blanks
Total Dynamic Head (TDH)
Complete Program or other Callas. Fill in required
blanks on worksheet & attach calcs.
❑ Maximum Flow Capacity
Of the new or replacement pump
Notes
1. If a variable speed pump is used, use the max. pump flow
in calculations
2. For side wall drains, use appropriate side wall drain flow
as published by manufacturer.
3. Insert manufacturer's name and approved maximum flow.
4. See installation instructions for number of ports to be used.
5. In -Floor suction outlet cover/grate must conform to most
recent edition of ASME/ANSI All 12.19.8 and be embossed
with that edition approval.
6. Purrlp, Filter & Heater make and model cannot change, and
equipment location cannot be moved closer to the pool
without submitting a revised plan and TDH calculation
worksheet for approval.
at 35 GPM = 0.10 ( From Pipe Flow/Fricton Loss Chart)
at 35 GPM = 0.21 ( From Pipe Flow/Fricton Loss Chart)
r TDH In Piping 15.5
Filter Loss In TDH ( From Filter Data Sheet) 28.0
Heater Loss In TDH ( From Heater Data Sheet) N/A
Total All Other Losses N/A
TOTAL DYNAMIC HEAD 43.5
Pump Curve for TDH & System Flow Rate
)m Flow Rate must not exceed approved cover flow rates)
of 35 GPM.
125 GPM Max. Flow (See Note 2)
GPM Max. Flow ( See Note 3 )
GPM Max. Flow ( See Note 4 )
system flow rate.
Date
Contractors Signature
Contractors Printed Name
Contractors Telephone
Flow and Friction Loss Per Foot
Schedule 40 PVC Pipe
F
I
Total Head In Feet Conversion Chart
Inches Mercury,(Vaauim r;
* NOTE: FIELD TDH MUST BE EQUAL TO OR HIGHER
THAN THE CALCULATED TDH.
** GAGES TO BE INSTALLED AT THE TIME OF FINAL
INSPECTION FOR VERIFICATION.
0
2
4
6
8
10
12
14
16
18
0
0
2.3
4.5
6.8
9
11.3
13.6
15.8
18.1
20.3
1
2.3
4.6
5.8
9.1
11.4
13.6
15.9
18.1
20.4
22.7
2
4.6
6.9
6.1
11.4
13.7
15.9
18.2
20.4
22.7
25
3
6.9
9.2
11.5
13.7
16
18.2
20.5
22.8
25
27.3
4
9.2
11.5
13.8
16
18.3
20.5
22.8
25.1
27.3
29.6
5
11.5
13.8
16.1
18.3
20.6
22.8
25.1
27.4
29.6
31.9
6
13.9
16.1
18.4
20.6
22.9
25.2
27.4
29.7
31.9
34.2
7
16,2
18.4
20.7
23
25.2
27.5
29.7
32
34.3
36.5
8
18.5
20.7
23
25.3
27.5
29.8
32
34.4
36.6
38.8
9
20.8
23.1
25.3
27.6
29.8
32.1
34.3
36.6
38.9
41.1
10
23.1
25.4
27.6
29.9
32.1
34.4
36.7
38.9
41.2
43.4
11
25.4
27.7
29.9
32.2
34.5
36.7
39
41.2
43.5
45.8
12
27.7
30
32.2
34.5
36.8
39
41.3
43.5
45.8
48.1
13
30
32.3
34.5
36.8
39.1
41.3
43.6
45.9
48.1
50.4
14
32.3
34.6
36.9
39.1
41.4-
43.6
45.9
48.2
50.4
52.7
15
34.6
36.9
39.2
41.4
43.7
45.9
48.2
50.5
52.7
55
16
37
39.2
41.5
43.7
46
48.3
50.5
52.8
55
57.3
17
39.3
41.5
43.8
46.1
48.3
50.6
52.8
55.1
57.4
59.6
18
41.6
43.8
46.1
48.4
50.6
52.9
55.1
57.4
59.7
61.9
19
43.9
46.2
48.4
50.7
52.9
55.2
57.4
59.7
62
64.2
20
46.2
48.5
50.7
53
55.2
57.5
59.8
62
64.3
66.5
21
46.5
50.8
53
55.3
57.6
59.8
62.1
64.3
66.6
58.9
22
50.8
53.1
55.3
57.6
59.9
62.1
64.4
66.6
68.9
71.2
23
53.1
55.4
57.7
59.9
62.2
64.4
66.7
69
71.2
73.5
24
55.4
57.7
60
62.5
64.5
66.7
69
71.3
73.5
75.8
25
57.8
60
62.3
64.5
66.8
69.1
71.3
73.6
75.8
78
26
60.1
62.3
64.6
66.8
69.1
71.4
73.6
75.9
78.1
80.4
27
62.4
64.6
66.9
69.2
71.4
73.7
75.9
78.2
90.5
82.7
28
64.7
66.9
69.2
71.5
73.7
76
78.2
80.5
82.8
85
29
67
69.3
71.5
73.8
76
78.3
80.5
82.8
85.1
87.3
30
69.3
71.6
73.8
76.1
78.3
80.6
82.9
85.1
87.4
89.6
31
71.6
73.9
76.1
78.4
80.7
82.9
85.2
87.4
89.7
92
32
73.9
76.2
78.4
80.7
83.1
85.2
87.5
89.7
92
94.3
33
76.2
78.5
80.7
83
85.3
87.5
89.8
92
94.3
96.6
34 1
78.5 1
80.8
1 83.1
85.3
87.6
89.8
92.1
94.4
96.6
98.9
35
80.9
83.1
85.4
87.6
89.9
92.2
94.4
96.7
98.9 1
101.2
* NOTE: FIELD TDH MUST BE EQUAL TO OR HIGHER
THAN THE CALCULATED TDH.
** GAGES TO BE INSTALLED AT THE TIME OF FINAL
INSPECTION FOR VERIFICATION.
SWIMMING POOL SPECIFICATION FOR:
Toomer Residence
410 Garden Lane, Atlantic Beach, FL 32233
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Description Date
Date: December 21, 2017
Drawn by: RMT
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Velocity - Feet Per Second
Pipe Size
6 FPS
8 FPS
10 FPS
1"
16 GPM
0.14'
21 GPM
0.23'
26 GPM
0.35'
1.5"
37 GPM
0.08'
50 GPM
0.14'
62 GPM
0.21'
2"
62 GPM
0.06'
82 GPM
0.10'
103 GPM
0.16'
2.5"
88 GPM
0.05'
117 GPM
0.09'
1146 GPM
0.13'
3"
138 GPM
0.04'
181 GPM
0.07'
227 GPM
0.10'
"
234 GPM
0.03'
313 GPM
0.05'
392 GPM
0.07
FC
534 GPM
0.02'
712 GPM
0.03'
SWIMMING POOL SPECIFICATION FOR:
Toomer Residence
410 Garden Lane, Atlantic Beach, FL 32233
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Description Date
Date: December 21, 2017
Drawn by: RMT
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MAP
SHOWING
SURVEY
OF
4, SELVA MARINA
GARDEN TWO, AS RECORDED IN PLAT
BOOK 38, PAGE 39,
OF THE CURRENT PUBLIC RECORDS
OF DUVAL COUNTY, FLORIDA.
I
FOUND 1/2' IRON
20 �'t 0IPE, NO CAP
6' Wnn,.
Lu
7.2
O
2
O
O
C� co
I Lli
N '(7.7
Q
O 4
O • X8.0
a8.4 0
a X -1ig.1
Q X 8.8
X g 9.6
18'
X1U
9'f
I
8� X 9.0
IN
NOTES.
1. THIS IS A BOUNDARY A
SURVEY.
2. BEARINGS ARE BASED
THE SUBJECT PROPERTY, I
WEST, AS PER PLA T.
J. BENCHMARK ELEVA 77ON
OBSERVATION USING SPEC
EQUIPMENT AND TRIMBLE
BENCHMARKS AS SHOWN 1
4. NO BUILDING RES7RIC71h
N
N
X10.4
X0.8
DLCO 2-4,
LOT 5
(S86'21'S "
Q 10 20 4,0
SCALE: 1" = 20'
r
i
I
5 E 115.29' FIELD) I 0
X886' 17'40"E 115W.149
.14'i W
8 �
.7' "8.0 X 7.5 FOUND 1/2 -IRON Q
O
7
g.0
3 8.0
'v
9•9 'A STORY FRAME
EsID
FINISHED FLOOENC AND
ST*UCCOCO
4.s' LOOR_ 11.79 ' 410
."9.8
rc y
X j 0.0 12.3' 3O
DECI(
0
1998
y�
11.4
X 11 3 j OX
W000
SHEET 1
ri
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OD FENCE%10'0 X11.9
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.9
t0
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6' WOOD FE
190.00
,�
20115'FfE X14._.._ ---_.
O
LOT
13
LOT 14
z
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I
SELVA
MARINA
GARDEN
N,T
BOOK
37,
PAGE 84
TOPOGRAPHIC
THE SOUTH LINE OF
IG SOUTH 89 08'46"
TABLISHED BY GPS
EPOCH 50 LI/L2
SOFTWARE. SITE
EON.
LINES PER PLAT.
RIGHT OF WAY
PIPE, NO CAP Q
w
O O %-
M U) W
tr) a
OLL
N PDRCH 1r O O
19.9' U) 3 W#
-
ao � ® 2
NCONCRETE 0
ORATW4,( 08 JY/�
5' PAVERS q< Q
g,8, FOUND 1/2 -IRON O
NCE 1.1' PIPE, ILLEGIBLE LL
a i BENCHMARK.
SET MAG NAIL
r j AND DISK
c ELEVA 770N= 7.93
co (N. A. V. D. 1988)
o
20 th STREET
THE PROPERTY SHOWN HER ON LIES IN FLOOD
ZONE "X" (AREA OUTSIDE 0 2% ANNUAL CHANCE
FLOODPLAIN) AS WELL AS CAN BE DETERMINED
FROM THE FLOOD INSURANCE RATE MAP NUMBER
12031 CO407H REVISED JUN 3, 2013 FOR THE
CITY OF ATLANTIC BEACH, D VAL COUNTY, FLORIDA.
"NOT VALID WITHOUT THE SIGNATURE AND
THE ORIGINAL RAISED SEAL OF A FLORIDA ADDED TOPOGRAPHY- MAY 31, 2018
LICENSED SURVEYOR AND MAP ER."
BOUNDARY SURVEY RECHECK: SEPTEMBER 28, 2017
CHECKED BY:
DRAWN BY: CL
FILE: 2018-836
F. 98-483: 2017-1314
THIS SURVEY WAS MADE FOR THE BENEFIT OF
CURTIS W. AND MICHELE M. TOOMER.
STEPHEN W. CREWS, P.S.M.
FLORIDA LIC. SURVEYOR and MAPPER No. LS 5996
FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672
BOATWRIGHT LAND SURVEYORS'
INC.
DATE:
JULY 9
1998
1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA
241-8550
SHEET 1
OF 1
F
—9
..p
I
MAP SHO WNG SURVEY OF
LOT 4. SELVA MARINA GARDEN TWO, AS RECORDED IN PLAT BOOK 38, PAGE 39,
OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
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SCALE. 7 a 20'
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LOT 5
(S86*2V55*,E 115.2a' FIEW)
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S89-081*v 120-00
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LOT 14 11L T 13
4Q9E'LVA MARINA GARDEN m"ENIED
IT'S
PLAT BOOK 37, PAGE 84 on
RIGHT OF WAY
20 th STREET
VV
THIS IA BOUNDARY SURVEY.
SEAMN1 S ARE BASED ON THE 'SOUTH LINE OF
LOT 4" BEING SOUTH EIT08'46 WEST, PER PLAT.
I
THERE E NO BUILDING RESTRICTION LINES BY PLAT.
THE PF OPERTY SHOWN HEREON LIES IN FLOOD
ZONE 'X" (AREA OUTSIDE 0.2% ANNUAL CHANCE
FLOOD F LAIN) AS WELL AS CAN BE DETERMINED
FROM "HE FLOOD INSURANCE RATE MAP NUMBER
12031(0407H REVISED JUNE 3, 2013 FOR THE
CITY 01- ATLANTIC BEACH, DUVAL COUNTY. FLORIDA.
THIS SURVEY WAS MADE FOR THE BENEFfr OF
CURTIS W. AND MICHELE M. TOOMER.
'NOT VA ID WTHOUT THE SIGNATURE AND DONN W. ISOAMGHT, P.&m.
THE ORI NAL RAI SEAL OF A FLORIDA
LICENSE) SUR AND MAPPER.' FLORDA LIQ SURVEM and MAPPER No. LS 3295
BOUNMW WJ'LY fWMiMV_ SEMUSM 20, 2Ot7 FLORIDA LIQ SURVEYING & MAPPING BUSINESS No. 0 3672
CHECK -M Eff: BOATWRIGHT LAND SURVEYORSs INC. DATE.
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FILE-- 15WRODEMDRIVE, JACKSmmu.EBEACH, FLORIDA 241—am SHEET 1 OF 1
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LOT 4, SELVA MARINA, GARDEN TWO, AS RECORDED IN PLAT BOOK 38,PAGE 39,
OF THE CURRENT' PUBLIC RECORDS OF DUVAL COUNTY, , FLORIDA, �"
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NOTES: o
THIS IS A BOUNDARY SURVEY.
Swig
BEARINGS ARE BASED ON THE SOUTH LINE OF a
>�
LOT 4, BEING SOUTH 89°08'46„ WEST, PER PLAT. mo o
01
THERE ARE NO BUILDING RESTRICTION LINES BY PLAT. oQ°Q
m
o LOT 5 THE PROPERTY SHOWN HEREON LIES IN FLOOD
a/ I
`t o s" P PIPE ZONE "X" (AREA OUTSIDE 0.2% ANNUAL ;CHANCE
/ INV. L. 7.8 � FLOODPLAIN) AS WELL AS CAN BE DETERMINED io,; UND 1/2" IRON (S86'21'55"E 115.29' FIELD FROM THE FLOOD INSURANCE RATE MAP NUMBER ) FD JUKE 3, 2013 FUR THE
20' ��6� �! E; �a cAPtil �� � a ' � � 12031C0407H REVS S86 1 7 40 E 1 15.14' WCITY OF ATLANTIC BEACH, DUVAL COUNTY, FLORIDA.
�.z�
�8
s.o - _ 11 N tFND 1/2" IRON
G O Xh.2} ;'7.7-� tl n "'--"�`��— 8.0 -PIPE, NO CAP
7.5
4} x (� 6) X (9.4) 10.4) g}
7.5 Z
�� C�.2} - 80.00 8.0 0PROP wv/ 4 DECKED6" P C PIPE± J DRAINAGE NOTE:}i.4'CONN CT DECO vu,J; ` r 1 THE COVERED PORCH AND STOOP SHALL BE
DRAIN W/ 6" PVC;l r - 4 _.. u Q
r*, -=- - SLOPED AT MIN.. 1% AWAY FROM STRUCTURE. AT THE
ww x��a} , _,;` PIPE %j ' ' o CONNECTION POINT OF' THE PORCH AND STOOP,THE a ��a� ® 0 L
QN. o go} ;r r z a.ti Jr?7fT L L ELEVATION DROP SHALL BE 4 INCHES. o
_<� j Z TYPICAL o
/ 9.g _ �
PR OOL ED �t�Y ; h'AMF— �a „ -�
.5' Rt ;Lr,}} NO. 410 �0 00 W 2. GROUND ELEV. AT FOUNDATION SHALL BE MIN. 6IN 000��O® o0
g) 4,r0 F o
Q� s8 3}I— I BELOW F.F. ELEV.
�I X � _ z0 9- m J.
' 77-
11=c �I.I c�h, n r o UND 6" SOCK DRAINS
g. _:3} Zi r. -- �; �,;1,F, y CI 3. INSTALL 6 YARD DRAINS W/ UNDERGRO (� ao 00
x �9. .a X `10 F w N
`__, '` C FA° 3 0 PAuEK LL FROM BOTTOM OF RETENTION AREA TO BE USED AS A OVERFLOW
Q) ,- a;. gg} o� xl`4} 10o}��eg) /-----_�j-- WITH POP—UP EMITTERS PLACED AT PROPERTY LINE. DOWNSPOUTS
X� o' JJOD FENC �� XC�. _. Z
, _ ��' �— . 1g , FOUND tie iRoy ARE TO BE CONNECTED TO UNDERGROUND DRAINAGE 6" SOCK Z g
9 t , r> 0 fi hC+aD FE 1,11'_"
. r PIPE; ILLEGIBLE 0
FOUND CONCRdc 589.08 W 1 20. 7jLL DRAIN PIPE. z 0 a
MONUMENT (PRM ), Y ' (120.15' FIELD) W W LL1
o I NO IDENTIFICATION O
o n 4. CITY OF ATLANTIC BEACH ORD. CODE SEC.24-66(B) ON 0 ° z z
'_ LOT 1 SITE RETENTION U)
z " LOT 13 - Z
m 0 5. RETENTION AREA TO RETAIN 993cuft OF WATER FOR 25YR.
0
STORM INTENSITY OF 9.3 INCHES.
0 o
SEI_VA MART A GARDEN
Q P LAT BOOK 37, PAGE 84 DRAINAGE LEGEND
Qo.., _ PRE -FLOW ARROW ,0 oo.0 PROPOSED SPOT EL.
4'%- POST -FLOW ARROW PROPOSED SHALLOW TOB REVISIONS
APPROVED (00.0) EXIST. SPOT EL. — — - 6 PVC PIPE
DIMENSIONS SHOWN HEREON ARE PER FIRST FLOOR PLAN
0
�a
g
z
0
0
0
a
LOT 4
MODEL "BEACH
HOUSE„
LOT SIZE
7,109±
SQ.
FT.
DRIVEWAY TO R/W
322±
SQ.
FT.
CONC, PADS
28±
SQ.
FT. I
POOL PATIO
11125±
SQ.
FT.
HOUSE
1,970±
SQ,
FT.
RIGHT-OF-WAY LENGTH
55-00
FT. I
TOTAL IMPERVIOUS COVERAGE
3,445± SQ:
FT.
48i
RIGHT OF WAY
20th STREET
GRAPHIC SCALE PDT DATE: 06/8/2018
1 7 DRAWN CK
dlf�J 20 0. 10 20 40 80 DESIGNED
B RDP
CHECKED. BY:: " RDP
SCALE: ;AS NOTED
JOB NO.: -....71813.00
DONN 'Al. BO ATWRIGHT, P.S.M.
FLORIDAN FEET
LORIDA LIC. SURVEYOR and MAPPER No. LS 3295 SHEET No.
( ')
FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 1 inch = 20 ft.
MAP SHOWNG SURVEY OF
LOT 4, SELVA MARINA GARDEN TWO, A'-=L-_Z-ECORDED IN FLAT BOOK 38, PAGE 39,
CF THE CURRENT PUSUG RECfigS OF DUVAL COUNTY, FLORIDA.
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LOT
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9'*
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SCALE. I' - 20'
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LOT
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-`�M*17*40'*E
4agELVA
MARINA
PLAT BOOK
WNW"
RIGHT OF WAY
TWO MRY FRAME
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RMDENCZ No uc 4
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4agELVA
MARINA
PLAT BOOK
37,
jji(717 FIELD)
LOT 14
Kq
GARDEN
PAGE 84
RIGHT OF WAY
20 th S-rF;ZF"E-r
IS A BOUNDARY SUR Y.
INGS ARE a&SED ON THE: 'SOUTH LINE OF
4, BEING SOUTH 89'08'46- WEST, PER PLAT.
E ARE NO BUILDING RESTRICTION LINES BY PLAT,
PROPERTY SHOWN HEREON LIES IN FLOOD
:-! *X' (AREA OUTSIDE 0.2% ANNUAL CHANCE THIS SURVEY WAS MADE FOR THE BENEFIT OF
IDPLAIN) AS }NEIL AS CAN 13E DETERMINED CURTIS W. AND MICHELE M. TOOMER.
A THE FLOOD INSURANCE RATE MAP NUMBER
�ICO407H REVISED JUNE 3, 2013 FOR .THE
OF ATL4J'MO BEACH, 13UVAL COUNTY, FLORIDA.
VALID VVITHOUTTHE SIGNATURE AND DONN W. BOATARIGHT. P.S.M.
OMGINALSEAl- OF A FLORIDA FLORIDA LIQ SURVEYOR and MAPPER N 29
o. LS 35
tSED SUR q AND MAFFM* BOUNDAW SURVEY RtagM- -11PTENISM 2&207 FLORIDA LIC.SURVEYING & MAPPING BUSINESS No. I.B. M72
BOATWRIGHT LAND SURVEYORS, INC.
•
15W ROBERTS DRIVE, JAQl(SQNMLLE BEAM FLORIDA 241-8=
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