HomeMy WebLinkAboutPOOL PLANS WITH SURVEY39 ft. 4 in.
a
PAD
tR FBC
)1.22(9.2)
EQ
4 ft.
6'X6' SPA RAISED 12" WITH
TILED EXTERIOR, MARBLE
SPILLWAY, 6 HYDRO JETS,
JANDY AUTOMATION
BUTTON
10 ft.
CONCRETE FLOCRETE
DECK WITH DIAGONAL
SCORED PATTERN IN2'X2'
5.5' DEEP
PROWDE HAND HOLDS
AS REQUIRED ANSIINSPI4-2003
OR MAINTAIN 4" GRASSABLE
SURFACE
(DETERMINE IN FIELD)
15 ft.
BLED
BENCH
EDGE
COLOR LED
SKIMMER
VAC
LINE
COLOR LED
LIGHT 4\
3.5' DEEP
TILED STEP
EDGES
M
POOL BARRIER PER FRC R4501.17.1
R4501.1.17.3 AND ANSIINSPI-5-1995
SAFETY BARRIER PER FRC R4501.17.1-
R4501,17.3 & ASTM5034-95, ASTM D3787-
89, ASTM 653-96
8" I
FOOTER DETAIL_
(1) #5 REBAR
/OR (2) # 3 REI
8"
NO SCALE
13 ft. 8 in.
/ CHILD SAFETY
BARRIER FENCE NO
CLOSER THAN 20"
FROM WATERLINE
CD
e.
N
------------------------------- DECO DDRAIN
DIRECTIONS:
OLEANDER TO MIDWAY, LEFT TEXTURE AND FLOCRETE EXISTING CONCRETE PATIO,
ON MIDWAY TO OKEECHOBEE ADD DIAGONAL SCORED PATTERN IN 2'X2'
ROAD, TURN LEFT, LEFT ON POOLBOND PB-_2.0.0.8__
IDEAL HOLDING ROAD, THEN
LEFT ON WAGONWHEEL DECK
BUILDER IS MIKE WATER
DIFRANCESCO B
BONDING WIRE
CELL: 201-7797 TO GRID
RECEPTACLE
O BE DETERMINED IN
FIELD PER NEC 680
POOL EQUIPMENT ANCHORED PER
)RIDA BUILDING CODE 2017 &R4501
EQ EQUIPMENT PAD
PER FBC
LOCATE IN -FIELD
LOCATION OF
WATER BOND
ELECTRICAL_ DIAGRAM AND ELECTRICAL DIAGRAM N.T.S.
GFI OUTLET PER 2014 NEC
HEAT PUMP HAS TIMER
CONTROL UNIT BUILT IN
HEAT PUMP W/ (2) #6 CU, (1) #10 MANUAL MOTOR STARTER
NEUT. & (1) #10 CU GROUND IN %)o SWITCH
CONDUIT HEAT PUMP HAS 1.65HP VARIABLE SPEED JANDY
POOL PANEL W/ 80 AMP TIMER CONTROL PUMP MOTOR WITH BUILT-IN
IT BUILT IN OVERLOAD SWITCH W/3- #10 THHN
BRKR & (2)-#4 & (2) #10 GND CU WITHIN %" MIN. CONDUIT (GFCI
THHN CU IN 1" RPVC CONDUI PROTECTED)
S.P.S.T. TOGGLE SWITC
(2) POOL LIGHTS 2HP JANDY JET PUMP MOTOR
(GFI NOT REQUIRED) WITH BUILT-IN OVERLOAD
JUNCTION BOX SWITCH W/3- #10 THHN CU
(1) SPA LIGHT TIME CLOCK WITHIN %" MIN. CONDUIT (GFCI
(GFI NOT REQUIRED) PUMP 1, PUMP 2, AND W P. DISCONNECT PROTECTED)
HEAT PUMP BONDED 12 VOLT TRANSFORMER
BACK TO POOL
ALL ELECTRICAL TO COMPLY WITH 2O14 NATIONAL ELECTRIC CODE. ELECTRICAL CONTRACTOR TO
ERIFY ADEQUATE CAPACITY AT POINT OF CONNECTION
3412 THHN CU WITHIN %" MIN. CONDUIT FOR POOL LIGHT(S)
GROUND ALL BOXES, LIGHTS, MOTORS, ETC. w/#8 SOLID, BARE COPPER.
PROVIDE W.P.G.F.I.OUTLET 10' MIN. -20' MAX. FROM WATER'S EDGE.
ALL POOL PUMPS TO BE GFCI PROTECTED PER NEC 680.22(B)
30" CLEARANCE IN
T
■
SALT
O
P
P
EQ. LAYOUT
NO SCALE
FeECEIVEC7
SPA DETAIL APPROVED WITH THE 2017 FLORIDA v NOV 2
OUTSIDE ANGLE OFREPO$E BUILDING CODE a EDITION FOR GENERAL NOTES: • APPROVED WITH THE 2017 FLORIDA BUILDING CODE
RESIDENTIAL AND THE ANSVAPSP-7 ST. W e C tiu LY n 'I^_. "'6_ EDITION FOR RESIDENTIAL
APPROVED DRAIN FRAMES AND GRATES 2006 FOR SUCTION ENTRAPMENT VS-FHP1.0 PERFORMANCE CUR ES 1. SWIMMING POOL CON RUCTION TO
6' AND FURTHER = 4" THICK WALLS WI#3 REBAR 12'• PER V.G.B. ASMESMElANSI 112.19.8-2007 COMPLY W/ FLA BLDG CODE AND WITH ALL SPECIFICATIONS
O.C. EACH WAY
T TO 6' = 6" THICK WALLS WI#3 REBAR @ 12" O.C. EACH
WAY
O' TO T = 8" THICK WALLS WI#3 REBAR @ 12" O.C. EACH
WAY
s ft.
f
gag ' V
aP 3 ft.
M
44
44v
24°
+r
EXCAVATION INTO THE ANGLE OF REPOSE IS
ALLOWABLE PROVIDED:
`SHORING IS INSTALLED AT EXCAVATION AND
SHORING SHOULD BE SUFFICIENT TO SECURE SOILS
FROM EROSION OR SETTLEMENT
` NO UNDERMINING OCCURS OR ENGINEER APPROVED
IF ANY DOES
• COMPACTION TEST OF THE BACKFILLED MARTIAL
AVOIDANCE 100
N
' ,
2 M
UNBLOCKABLEC_HANN_EL DRAIN LL
- O
• •' • • w
ILL.60
2 5„ • , • • • , �
RETURN 2" RETURN Q
LINE TO w
40
JETS �
2.5" SUCTION LINE
U 70
3" SUCTION LINE 181 GPM MAX 117 MAX GPM Q
TO JET PUMP TO FILTRATION PUMP z 20
p
-� 10
Q
0
H
_POOL_ DETAIL APPROVED WITH
FLORIDA BUILDING
34SORPM
-
„
27i0 HP�+:
000NPM
1730RPM
I
1 10 2ly 30 46 sly 60 7o 0so 160 lily fi ly 130-
FLOW GPM__ ___ __
THE 2017
CODE 6TH
-.-
140 1sly 16ly 17ly 1"' Illy
__ ____ _ __ _ _ _ _ _ _
LOCAL ORDINANCES AND ZONING
REGULATIONS.
2. SWIMMING POOL TO BEAR ON ROCK OR
UNDISTURBED SAND. ALL WALLS AND
FLOORS SHALL BE GUNITED OR POURED IN-
PLACE NCRETE
NIMUM C
CONCRETOE (@ 28 DAYS ICOMPRESSIVES I
STRENGTH.
3. ENGINEER SHALL BE NOTIFIED IF SOIL
BEARING LESS THAN 2500 P.S.F., OR MUCK,
SILT OR LOOSE, SOFT SOIL IS FOUND. A
SOIL BEARING CAPACITY OF 2,500 P.S.F.
HAS BEEN USED IN THE DESIGN.
4. REINFORCING BARS SHALL BE NEW
BILLET, GRADE 40.
5. ALL POOL PIPING TO BE P.V.C. SCHEDULE
40 MIN. AND BEAR THE N.S.F. APPROVAL.
6. BACK -WASH SHALL BE IN COMPLIANCE
WITH LOCAL ORDINANCES.
i 7. DISPOSAL OF POOL WATER SHALL
CONFORM TO LOCAL ORDINANCES. SURFACE GRADING SHALL CONTAIN WATER
WITHIN PROPERTY LINES. PONDING SHALL
MAX. WIDTH 15' MAX. LENGTH 30'
MIN. DEPTH 3.5' MAX. DEPTH 5.5'
SHAPE CUST ELEVATION T.B.D
FILL FROM EXCAVATION STOCKPILE
TILE INTERIOR FINISH GEM FILTER CS200
MAE PER C 4501.20 JANDY 1.65HPVS 2 PPRO
PUMP HPK POOLPUMP
S 65HP VS FLOPROSPA
FILTRATIONPUMP COMPLIANT KITH ANSVAPSP/ICG111520
LIGHTS POOL 2 CLR LED SPA 1 CLR LED
TRNFORM: POOL 300 WATT SPA 100 WATT
MAIN DRAIN: POOL 2 SPA 1
SKIMMER
(1)
RETURNS: POOL 3 SPA 2
JETS: POOL SPA 6
VALVED VAC LINE INCL FILL LINE NA
DISCHARGE LINE TO GROUND
CHLORINATOR DANDY TRUE CLEAR SALT
HANDRAIL NA LADDER NA
DIVING BOARD NA SLIDE NA
HEATER RHEEM 6350 HEAT PUMP
VACUUM HEAD INCL POLE INCL
VACUUM HOSE INCL BRUSH INCL
LEAF SKIMMER INCL TEST KIT INCL
PMENT LAYOUT N.T.S.
.1.5" VACUUM LINE
.2.5" POOL MAIN DRAIN
.2" SKIMMER LINE
.2" POOL RETURN LINE TO FIRST TEE, 1.5" TO POOL
.2.5" RETURN LINE TO HYDRO JETS
.3" JET SUCTION
.2" SPA RETURN
1.5" TO WASTE OR DISCHARGE TO GROUND
1.65HP JANDY VARIABLE FHPM PUMP WITH W/APPR HAIR AND LINT STRAINER
.2HP JANDY JET PHPM PUMP WITH W/APPR HAIR AND LINT STRAINER
CARTRIDGE FILTER W/ PRESSURE GAUGE AND AIR RELIEF VALVE
VALVES (TYPICAL)
INSTALL PERMA-CAST WATER BOND OR APPROVED EQUAL TIED TO PUMP
ROUND W/ #8 SOLID COPPER & APPROVED LUG (MIN. 9 SQ. IN SURFACE AREA
XPOSED TO WATER) PER MFGR'S SPECS (FIELD VERIFY LOCATION)
HEAT PUMP W/INTERNAL BY-PASS
JANDY TRUE CLEAR SALT SYSTEM
CERTIFICATE OF COmMPLIANCE 1
irnu
( 0.k V yA- VCa Wfl I ly .) I I II I n,l CPSC
II 1 1 is s L1 y( M III P tl 1 SI 11- . C irod
1 11rodby I LI IMI 1)99LI 1.'allp M, I IDIID (A9J01
111 04 W 4unol wPMo It&I LI rom k o,or Iw 9 t (A 91 L1
IP6 9e9 IO Alun) A oPy I41 Iwi iP. II. Yt n Iu 1ni I x+vwpld: al. r uor,
M
_
I
TECHNICALGUIDE 3W i
® I
I I
MTFOr MANUrACTURF'.
A CUSTOM MOLDED PRODUCTS 136 HERRING ROAD, NEWNAN, GA 3026S I WWWC M PCOM
SWIMOUTS WHEN PROVIDED
SHALL BE AT 20" MAX
BELOW THE
WATERLINE
20" max.
18"
N.T.S.
Per F.R.C. 4501.18 AND ANSI/
NSPI-5-2003
MAIN EDITION FOR RESIDENTIAL AND
1PPROV AND GRATES
FRAMES A
CERTIFICATION OF
COMPLIANCE
NOT PERSIST FOR MORE THAN ONE HOUR.
TREE / STUMP REMOVAL NA
EXISTING PATIO TOP WITH FLOCRETE
THE ANSI/APSP-7 2006 FOR
8. WATER SUPPLY & DISPOSAL SHALL BE
PUMP POOL PATIO INCL
•ER V.G.B. ASMT AZLS�I
SUCTION ENTRAPMENT
n
INSTALLED SO THAT THERE IS NO CROSS
I 1 F I
I 1
SCREEN ENCLOSURE BY PIONEER
12.19.8-2007 AVOIDANCE
CONNECTION WITH A DOMESTIC WATER
ELECTRICAL BY
°
MINIMUM (2) SUCTION LINES PER PUMP 3 F_ T.
--:.::.�
SUPPLY OR WATER DISPOSAL SYSTEM.
POOL PATIO CONCRETE FLOCRETE
•
• SEPARATION OR SEPARATE PLANES
Contents:
, e,.
-
9. GRATE AT MAIN DRAIN SHALL HAVE A
3 FT. MIN. 2" RETURN
_
' "
FREE AREA OF 4X THE AREA OF THE
PartNurt.. 640.2310 t"'•
DECK DRAIN BY OTHERS
° • LINE TO
° °
SUCTION LINE
GALLON CAPACITY -POOL 14,373 GAL.
10. HAIR & LINT STRAINERS SHALL HAVE A
GALLON CAPACITY -SPA 942
° FIRST TEE
REMOVABLE SCREEN W/ A MINIMUM FREE
TURN -OVER RATE 6 hrs
•
0ewipaw: Round ltnti-UDrtexSlRt
9L
n0utlet
AREA OF 3X THE AREA OF THE SUCTION
TERMITE TREAT INC BARRIER INC
Sim 8"
LINE.
MAX._ WATER VELOCITY - 6lt.ls_FROM TRUNK LINES
3" PLUMBING LINES
11. ELECTRICAL: INSTALL WIRING &
TO 8 it.ls SUCTION LINES,1o1ps_nnAX RETIIIRNLINE
2.5" SUCTION
FROM SUMP W/ 3"
11.63 in a
DEVICES AS SHOWN IN "POOL DATA"
SKIMMER MIN. FLOW 25 GPM
LINE
TEE
55
HEREON. LIGHT CONNECTION TO CONFORM
SURFACE AREA OF POOL -427 S_Q FT 86 LN FT
MAX 117 GPM TO FILTRATION PUMP 6 FPS MAX
GPM@15OpmArea:
URd#urpF:
TO NATIONAL ELECTRICAL CODE- LATEST
MISC. NOTES
1. ALL STEPS AND SWIMOUT
BENCH EDGES WILL HAVE 2X6
CAPTILE BORDER OF OPPOSITE
COLOR OF GEM FINISH FOR /
VISIBILITY `
2. HAND H OTMNSTRCLE071Y -° -
ARE WHERE D CK RAISED +6"
ABOVE POOL
48" MAX WATER
DEPTH
10" MI °
T
112.
N.T.S.
MMIMII
I61i�iM
.
■■
.1
�.�.�
�.������..���..
anIiiii
aa.00n-sI�
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e__s�p�pBB-�J
SEE
�a���s_7=_==oa___=_____��
..ME
..AMI
S®===8NEE
=�:�=___�_::===o=��
======.
...
MM=_=_=_�_
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I�����,��I..I....aaa■.\1III■III•
nmemmmn=
...
.
.
.�wl�
s�I�I�aa.�I�aa.I�aa.ICI•al.�•a�.�aa.a�,�,I.II.II.II.,�,I.II.IIr,�..II.■.I�I�II�II�
�����������....M■ra■e
NORM
��-
a�■�II�II�..II.,�I���
OVERPOUR BEND INTO DECK @ 48" 114" PER FT. SLOPE
OTE: REMOVE GRATE OR CAP TILE, O.C. MAX. --- -i
WELL POINT PLUG FROM WHERE
MAIN DRAIN &ATTACH PPLICABLE�
AUX. PUMP LINE WHEN 6"X6" TILE -�
MPTYING P 4" SLAB
INTERIOR 2500 FIBER
GRATE SHALL BE FINISH TYPICAL WALL SECTION &
SECURED IN 41/2" TYP. WELL POINT
PLACE SO THAT WALL
TOOLS ARE
REQUIRED FOR (NO SCALE)
REMOVAL
STEEL-TEX FORM OR
TYP. KRAFT WALL
FLOOR
#3 @ 12" O.C.B.W.
N TE: FOR DEPTHS GREATER
THREADED AN 6' ADD 1- #3 COVE BAR @
PLUG 6" O.C.
RwHowxate 100GPM
WaOFlaw Raze 64GPM EDITION.
12. ALL METALLIC CONDUITS, PIPING
DateofManutavure: SYSTEMS, REINFORCED STEEL, LIGHT
FIXTURES &HOUSING METAL P RTS O
DEC 10 2 008 ' A F
LADDERS, HANDRAILS, DIVING BOARDS &
SUPPORTS TO BE BONDED TOGETHER &
GROUNDED TO A COMMON GROUND.
Th6produnhasbmteaedmANSIASME112.19.20(addeadum0a2000)pw§1404Dithe', BONDING CONDUCTOR SHALL NOT BE
Virginia Graham Baku (VG8200B)Paol and Spa Safe ALL certified hy:OMkrwdteS Lahamtades,',, SMALLER THAN #8 COPPER.
In, 2929E. Imperial Highway, Suite 100,&ea, CA9 21-6729
13. NO OVERHEAD OPEN WIRE OVER POOL "
ThNpWuctNcerfiftedlommplyyAlh§1404oltheI 1lginu Graham Bakv(UGBZMB)feet and Spa WATER. I` „AL L
Safety Aa.A mtr pyotheteeulD(ortlaealum ma ww hetoundatw.waterwandaaia.mmmgo. 14. CARTRIDGE FILTER SHALL HAVE A W I' I IQ' l� e7 I d2hCcl
tawww.utmm.Thts pmdunls manufaaured byWatrwayPlas6a, Oanard, CA93030 P FILTRATION RATE NOT TO EXCEED 3 G..M. /
#8 GROUND WIR HANDRAIL BONDING DETAIL JOB NAME: DIFRANCESCO
WHERE APPLICABLE - S.F. OF FILTER AREA. NO BACK -WASH CONSTRUCTION. WILLIAMS RESIDENCE
PER NATIONAL ELECTRICAL REQUIRED.
STEP CODE ne�n� _ - 15. CONTRACTOR SHALL VERIFY ALL ADDRESS: 17701 WAGONWHEEL LANE,
STEP DETAIL
DIMENSIONS AND CONDITIONS AT SITE
FORT PIERCE FL
- _-- 0 991-06 •Da WS 9019A01 7]a0Gs6aug15kNg0ana1d,L0.93m0•P .100) 92 I I BEFORE STARTING THE PROJECT,
www.waleNa Iaaliawm•wa1e a@watema n1¢Lam PERMIT NO.:
1. TREAD IS MIN. OF 10" WIDE. .,m.-„a" avc v roh a,n_•�=•�_•• CONTRACTOR SHALL VERIFY LOCATION OF sT
2. RISER NOT GREATER THAN 12" EXCEPT ELECTRICAL SERVICE BY FP&LCOMPANY.DATE DRAWN: NOVEMBER 1 , 2018
IF MORE THAN 3. TREADS ARE USED.
3. ALL STEPS TOO ., .
BE SOLID GUNITE 4000 16. SPECIAL ATTENTION SHALL BE GIVEN TO DRAWN BY: JASON BARAN
PSI. EXISTING FOUNDATION TO PREVENT DESIGNER APPROVAL:
CONCRETE
SPA DETAIL
OVERPOURN
COPING
SPA BENCH 18"
BELOW WATER
STEP IS 9"
(1) CHANNEL LINE BELOW WATER
LINE
DRAIN AND GRATE
SHALL BE
SECURED IN
STEP
PLACE SO THAT
TOOLS ARE
REQUIRED FOR
REMOVAL
GRAVEL BED
WATER LEVEL
UNDERWATER
LIGHT
POOL FINISH
6" TYP.
FLOOR
TO PUMP
POOL PATIO
UNDERMINING. CUSTOMER APPROVAL:
SCALE: 1/4" = 1' RAY REINHARD
PE # 47041
6"X6" TILE SPA WALL 1010 Easter Lilly Lane
SE_ CTION Unit 203
\ Vero Beach, FL 32963
NO SCALE i CONCRETE
6"X 'TILE ( )
POOLS, INC.
FROM /
PowER
1" LIGHT
SUPPLY
CONDUIT
-J DETAIL
APPROVED (NO SCALE)
GROUND CLAMP
IOUS BOND WIRE COMMON TO
STEEL, RAILS & EQUIPMENT
41/2" TYP.
FEEL TEX FORM OR
2AFI WALL
#3 0 12" O.C.B.W.
18" MIN.
( ENTIRE PERIMETER)
PAVER DECK OR CONCRETE DECK
W.L.
$CANNED
BY
St Lucie County
1811- cSyb�
ST LUCIE COUNTY Y
BUILDING DIVISI ^s:
REVIEWE
FOR COMP A '
#8 SOLID COP
SOIL
-
REVIEWED BY
I
DATE {L
BOND WIRE W/
PLAN S AND P E MIT
APPR. CLAMPS
MUST BE KEPT O JOB OR
(ONE ON EACH SIDE
8 GAUGE SOLID COPPER WIRE-
NO INSPECTION WILL BE MADE
OF POOL 4TOTAL)
EQUIPOTENTIAL BONDING GRID DETAIL
MINIMUM 18"(MAX OF 24") FROM
„
I
ESE PLANS AND
EDGE OF POOL AROUND ENTIRE
ALL PROPOSED WORK
PER N.E.C. 2014 SEC. 680.26
POOL PERIMETER BURIED 4" TO
A
E V,IP,)ECT TO ANY CORRE-CTIONS
(WHERE ADOPTED)
6" DEEP
GUIFED 8Y FIELD RjenCTORS TIAT
.
Y 't P4FCESSARY IN ORDER TO Y' 1
DECK 1 ROW OF WATERLINE TILE
-' ' ITR ALL AF'PLICAB� CODES, '�
WATERLINE
-
3.5'
4'/z" THICK
1' R
LIGHT
CONCEALED FASTENERS OR ATTACHMENTS
#1 STEEL @ 12" o/c E.W.
5,5'
WALL$
NOT
A.AE THE RESPONSIBILROF THE
FLOOR SLOPE
SLOPE
GREATER
C^ pyy
CONTRACTORRECORD
CONTRACTOROF RECORD
6" THICK
THAN 11.
FLOOR SLOPE$$HALL BE
EASONABLY UNIFORM AND COMPLY
L91LTHHA831CLISIOMLB+RU. s e.3
�!
CYCOLAC MAIN DRAIN �I
TYPICAL SECTION THRU POOL
(NO SCALE)
27'
30'
3'
E
10
7
rj
00 4W L (30, 120,
LEGEND & A13BREVIATIONS
A
ARC LENGTH
A/C
AIRCON01710NsER
am
BENCHMARK
C
CALCULATED FROM FIELD MEASUREMENTS
CA
CENTERLINE
CM
CONCRETE MONUMENT'
CONC
CONCREIF
DEG OR '
DEGREE'
ELEV
ELEVATION
FFE
FINISHED (FLOOR ELEVATION
FN 0
FOUND
0
IDENTIFICATION NUMBER
IR
IRON ROD
IRC
IRON Roo & CAR
LB
LICENSED BUSINESS
LS
LICENSED SURVEYOR
M
MEASURED DATA
MON
MONUMENT
N&C
NAIL
AND CAP
NAVO
NORTH AMERICAN VERTICAL DATUM
NGVID
NATIONAL GEODETIC VERTICAL DATUM
NO OR jI
NUMBER
NTS
NOT TO SCALE
OHP
OVER1tEAD UTILITIES
ORB
OFFICIAL RECORDS BOOK
P
PLAT DATA
PG(S)
PAGES)
RLS
PROFESSI{k+IAL LAND SURVEYOR
POB
POINT OF BEGINNING
M"
POC
POINT OF COMMENCEMENT
PRM
PERMANENT REFERENCE MONUMENT
PSM
PROFESSIONAL SURVEYOR AND MAPPER
R
RADIUS
RL.S
REGISTERED LAND SURVEYOR
RIAN
RIGHT-.0E- WA`a"
WATER METER
AND
4
AT
DELTA
UTIUTY POLE
RgCORD SURVEY
LOCATtD IN SAINT LUCIE COUNTY, FLORIDIA
LOT 5
ICCUPIE0
E = 25.9'
Fm " o NO 7y11 INK
RIB 2ml Res , 2"I
M MM*19* E Cur vex 1ta n
9A 10W- -
G/L,WAflf Ea-
1t
Itl war W -O .r Cyr
ma dr Im
,ar syuc 7-
T 8
:ANT
� 2 1
.$ 214�.
ar ow, +�
LOT 6
OCCUPIED
FFE = 27.5'
2210
�21.2 21.40 ,a (janow 21.68
_ !1f �6`f+6' i' e�° na.1c cm��r re�o�1 � • _ ,.
srr aye x 22.E_to 2
2. a
OW
rNo 2..• �` 22.5
23.02
r.
23, rl x0 \mev
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7AP:1lAf' 23-20
x s
�'. x 22.74
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C'ONST' CT10N
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22,E X 22,53 1
I
22.52 x � 22.
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LOCATION MAP U-_
Lk
STREET ADDRESS
7`
17701 ,AGON,,. .. FL 34987
� vs
r
LEGAL DESCRIPTION
Ll 1 1, (;Y;,ARL `N CUUNIRY ESTAILS, ACCORDtNG TO THE PLAT
TFIEREOF, RE ROED IN FLAT BOOK 46. PAGES 29 AND 30 OF
T�1E PVBUC CORDS OF 'ST. LUCIE COUNTY, FLORIDA,
'ra
al► � �
w
p
GENERAL NOTES
1. THE BE CS SHOWN HEREON' ARE BASED UPON IHL
CENTER ONE IW'AGONWHEEL LANE, AS RECORDED IN PLAT BOOK
46, PAGE 30, UBLIC RECORDS, ST. LUCIE COUNTY, FLORIDA,
HA''VING A BE NIG OF N8956'18'"E.
2.' f1.000 N E. BY GRAPHIC PL0IIING ONLY. THI'S PROPLRTY
fS IN ZONE "X ACCORDING TO THE FLOOD INSURANCE RATE MAP, �
COIUMMUN11Y P F°I NO, 12111C 0250 J. EF-FECTIVE DATF , U.; 115
FEBRUARY 16l, 12, THE 'EXACT DESIGNATION CAN ONI Y 7c +� �" � �
DETERMINED B �N ELEVATION CERTIFICATE, W f4 r1
3. ALL ASO GROUND FIXED IMPROVEMENTS, IF ANY, HAVI
BEEN LOCATEC, A 4D SHOWN HEREON.
4. 7HE SUR OR HAS NO KNOWLEDGE OF UNOFRGR( UND I#j J �
FOUNDATIONS CIH MAY OCCUPY' LAND OF OIHLRS � q
5. UNDERGR D! UTILITIES AND UTILITY SERVICES HAVE NOT
BEEN LOCATEIE THIS SURV1 Y. EXCEPT AS SHOWN. x �
6. LANDS . HEREON WERE NOT ABSTRACTED BY THIS Q 2 .4 � �
OFFICIE FOR RI TS--OF--Wi1AY, EASEMENTS OF RECORD, j � ' �
OWE ERSHIP. A NI DONMENT*S DEED RESTRICTIONS Off MURPHY ACT � �'" Q
7. R~PRODU IBIS OF THIS MAP ,ARE NOT VALID VATHIOUT THE � I �-`
0
51G11�1TURE IGINAL RAI"SEE( "SEAL. OF A FLORIDA LICENSED w
SURVEYOR dJOR
PER. w
8. ADDII`1pELET1C3NtS Tt} SURVEY NAPS CiR REP(>FtTS BY
OITi("F1 THAUj
SIGNING PARTY OR RARTIES IS F'Rf#1IBITEDWITHOUT WI'FN1 CONSENT OF THE SIGNING PARTY OR PARTIES. pl} 4 s
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MEASURED DA ADRAWN By; CA
10. THE LAST TE OF FIELD WORK WAS OCTOBER 08. 2018. CHECKED BY9 CA
11. ELEVATI ;ISHOWN HERE014 ARE IN rEET AND BASED UPON
NORTH AMERIG N VERTICAL DATUM OF 1988. CONVERSION TO DATES NET11EMBER 25, 2017
NATIONAL GEOI EPC VERTICAL. DATUM OF 1929 IS (T-1.49`), HORIZONTAL 'SCALES
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GLOBAL 51TIONING S►y!'STEFI (UPS) NOTES
I. REAL 71M VATIC (RTX) METHOD WAS UTILIZED USING A TWO
(2) DUAL FRECIU NCY TOPCON HYPER GA I1 SYSTEM. SEAL;
2. TYPICALL A' BASE RECEIVER IS SET UP ON AN LSTABL1SHFO
CONTROL STAT1 iIL.E A ROVING RECEIVER LOCATES EXISTING -44C
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3, GPS SURY Y' MEASUREMENTS WERE PROCESSED AND AOJUSTL I C-00A Ill NO 4"
USING CARLSON ' R EY 2008.
4, THE HORI TAIL TARN ACCURACY FOR THIS SURVEY EXCEEDS P w7ET9 DAi£
MINIMOM STANDo 0S OF PRACTICE PER FLORIDA ADMINISTRATIVE CODE c1al F T 1 1
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