HomeMy WebLinkAboutAPPROVED Survey - A&G - Fields Res.DESCRIPTION
A FRACL 01 IAUO ,. YC IN `TIE SDUr AiFS' 7 4 FHC. '6(T hiEAV J DF SEGTR:N 13.
TGriNSHN SS SOLD RANCt X 4A51 V JPd 7NrV • • DRHH VAW EAR'-11w ARi V
!lESCrFIBED AS FOLLOYFS 401IUEWiW,, A' rI,[ IIORTHtAW CORrLFR 0= FINE S(11IT•IWFS1
j CI THE SOUINEASI i c*1 5ECNON 13, TOWNSHIP M !OUTH• RANGE 3b FAS1, SUO
ROINT LY,NG ON THE CENTM.Ifg Of TRGWWIJGE ROAD ANU W.V.,;FURTHER 'DENTIFCO
AS I ANG "•* I E l EASTFRLY Of A t GHTW000 POST BEARING NORTH 69.21'04' WFST
•F110YYIIAlD6t R0A1) IS ASSUMED 10 "EAR %ORIH), THENCE RUN SW1;N -LONG THE
CEMLRLe4E 0- TROW01DGE 4DAD A WA-vN OF BSBSI FEET YC A POINT 'HENCE R71N
WEST A 01SW-Tr OT 50 M..r '0 A r*W ON THE WEST RR'FIT-OF -'NAY .TINE OF
TROWBRDDGE ROAD, SAID POINT 60146 THE POINI OF BECINNNNC; MOU THE POINT OT
9EGMNNG. RUN SOUTH ALONG SND RIGHT OF -WAY LAE OF 'R0I0OWLGE ROAD A
OISTANCF Of 159.E FT7 TO A FOTNT, ;HENCE RUN NEST A 9TS*NIR:E OF 6M 9J FPEI '0
A POW, FHEFVCE RUN NORDM,F 4 A :TLSTA-Of 1590 FEE' TO A -WI THENCE RUN EAST
ti0&93 ,FEET TO THE POINI OF BEGINNING
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FENCES
FENCE CORNER 12 5
�► 4'ft wide gate
821F of 4'ft high
white aluminum
pool fence with (1)
4'ft wide gate and
(1) 3'ft wide gate
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SURVEYOR'S NOTES
L t T+aS SURVEY TUP OR THE COM THEREOF ARE NOT VALO WTFNO(;T :HE SICHAEVIRE
R ` A14D :iJ: OWGYw..WNSFD SFI1, OF A, %ORW :10ERSED WMIPM AND u4PPER
7r 1 2 MCRIZDNTAL R1E ATXVrH P5. A4 SHOWN ;.tEREDN. ARE BASED ON THE FLORDA SPATE
I"LA04 COOADWAIE GIRO. EAST ZONE, USNU; Try NORTH AUERI .4-4 OATUU OF T963 WISH
l � •A'4 I THE 2011 ADxiSTYENY �"AS 2011)
I TILT NEST R--CW OF WAY LINE Of TRO"BRID",, ROAD <5 AS5UlAEG TO BEAN SOUTH
WSB•53' CAST AND ALL OTHER 130ANC5 SHOWN +AFREON ARE RELAttl4. Fh(QFTO
y 4 TIC HCWONTAL LOCATION OF NON-O&ENS,ONEO FEATURES ARE PLOTTW FO SG,N£F
+;r W '0t
j ! m U, IrNLE55 MOTETS O7Hf.RYA5E
,i Ir �l
m5 SYMBOLS %*U#W WITFCN FCNS DRAWNG ARE NOT SCALE DEPEN"NF
�r p 6 OESCRTPTIGN SNGWN FI£RECH PREYVTDED BY CLFNT
A J` 7 MO SURVEN LASY CWgUMIT ON APR0. 12, 2021
IF !-
6 OVERALL PARCEL CONTAINS 95,567 SQUARE FEET. 219 ACRES, MORE OR LESS
�F .. F-CE B AODITtONS OR DELETIONS 10 SURVEY DAPS OR REPORTS WSIGNING Y OTHER THAN THE SIGG
tH PAM OR PARTIES ARE PROHIBITED WITHOUT WRRTF.N CONSENT OF THE S;c WW PARTY OR
Tww TIN_ PARTIES
9 LANDS SHOWN HEREON WERE NO) ABSFRACTED FOR RW40S-CF-NAY, EASED WS,
I OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD
ij 10 UNDERGROUND PUP*GVEUENTS, 11 ANT, RERE NOR LOCATED• EJ(CEPT AS SHOWN.
it ELEVAT'ONS SKIDWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL OA1 uM
Of 196E (NAVO 6E)
12 LIMITS OF WETLANDS, W ANY, UNDER GOVERNMENT .JURISDICTION. 'MERE NOT
DETERMINED AS PAR1 OF TIJS SURVEY
13 BY i]RAPHIC PLOTTING ONLY, SAW DESCRIBED PROPERI`r 'S LOCAILQ W11HIN AN AREA
HAVING A FLOOD ZONE. DESIGNATION OF -X- ACCORDING 10 THE 1 EDEFW EMERGENCY
VOWAMENI ACENCY (FTW) ON FLOOD PISUUWC RATC MAP FIRM) PANEL NU116ER
121I ICO,65U, HAVING AN EFFECTIVE PALE Or fE6RUAM TR, 2012 THQ RNFORMATLON
SHOULD BE CONFIRMED WITH THE APPROPRIATE CO11MY PRIOR TO CONSTRIICNON
i
CERTIFIED TO
A&G CONCRETE POOLS_ INC
SURVEYOR'S CERTIFICATE
PERMIT NO. ???????
I HEREBY CERTIFY THAT THE BOUNDARY AMD TOPOCRAPHtC SURVEY, AS SHOWN HEREON, IS A
TRUE AND CORRECT REPRESENTATION OF A FIELD SURVEY WOE UNDER MY 01RECTION AND
CHARGE AND SAID SURVEY IS TRUE. AND ACCURATE TO THE BEST OF MY KNOWLEDGE AND
BELO I FURIHFR CERTIFY THAT SAIO Y L'QYPL+ES d5IH NIE APPt;CW: VAIWARD$
% PRACTICE FOR SURVEYS SET FORTH 9V THE FLORDA BOARD OF PROFESSIONAL. SL.IFVEY(1RS
40 WAPPiRS PH CHAPTM IJ.I - IT FLORIOL ADU=U,T,ORATIVF COW PLAiS11ANT TO SECIPoN
472"4177, FLORIDA STATURES. 'ti.Ir �..rur.�Ylr
CM(SURV OESTGN GROUP, INC BRIAN C P,^�,�.,A,,
AnquxYr-Mt.I{CyAFp nA
a7: 6RIAN c" KIERNAN -- - Or OF -slGitATuai
PROFESSIONAL SURVEYOR & DAPPER
FLORIDA REGISTRATION NO 6101
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to NTS H
1 A,SAALkHL ARiFY -• •f-"-� .-
OW SPEED
PUMP CURVES 7
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6 l 5 1 4 1 3 1 2
DOCUMENT PROPERTY OF A. ALLEN ENGINEERING INC. & A&G CONCRETE POOLS INC„ DUPLICAI ION ANDIOR DISTRIBUTION IN PART OR WHOLE WITHOUT WRITTEN CONSENT FROM THE OWNER(S) WILL BE PUNISHABLE UNDER A WCPA COPYRIGHTS LAWS
KEY:
1. 2" RETURN LINE TO DECK JETS
Y
r.
Z.2" RETURN LINE TO POOL
12" VACUUM LINE
D
4. 2" SKIMMER LINE
l>r MAV4 D1MaIFLNB
EQUIPMENT LAYOUT T
S.M NTS G
FL 1.E511P yIMDY VAPoAMLC FWM NIIIP WRN WA" NAM AW LM1
STRAINER
F, CARTRIDGE FILTER W/PRESSURE GAUGE AND AIR RELIEF VALVE
10 S1 HOLD 35 PS I FOR 30 MINUTES ONDAUMI
W. WASTE ORNDINGT ND
V- VALVES ITYP)
��•+--r+�� LN Ie4V
B. E400 WATER BONDING TO GRID (SEE DETAIL NBI
JANDY'
S JANDY "AQUA PURE 1400" SALT SYSTEM
NFc All • 4wP Rcr-YxvMA:Y
{9NAH5F9.34 pPN NIX
.
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- PIDGL CERT04I[ Am r
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(DRAIN
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40 AMP POOL PANEL
VAIN -916 WHN LU WITHIN
1• t
ELECTRICAL CONDUIT
•DLL CY GROUND WIRE
SAS.T, TOGGLE
SWITCH
POOL LIGHTS SEE Lj
SPECS FOR OUANT, J
(GFI NOT REQUIRED)
B LLNDELER ATER_J" IGHT CONTINUOUS BOND WIRE
UMDERWANERLKNI B
0
BURIED POWER LINES
POOL BARRIER PER FBC 4501.1741.1.17.3 AND
ANSUNSPIS-1995 NSF CERTIF IEO 10 ASTM F 2208-08
POOL BARRIER PER FRC 4501.17.1.0
GENERAL NOTES:
1. SWIMMING POOL CONSTRUCTION TO COMPLY WI FLA. BLDG CODE AND
WITH ALL LOCAL ORDINANCES AND ZONING REGULATIONS
I SWIMMING POOL TO BEAR ON ROCK OR UNDISTURBED SANG, ALL
VARIABLE SPEED PUMP MOTOR *ALmSNo FLOOM06HALL BE OVASR. OIL POYRCO BI-P"cc
{xpVAT4N OYRMIQAO SWILGN VMS•N0 00"ME111 111'4L•OLLyN 3.SEl PJJ, OONCHETE Si 7S DAWN
iHHx GO WRH-N'{•EOMp1pF mwommsm iTRLNGTN,
11NN ma" IFWWER SHALL •E NOTIBOC 0 SOM 09ANNO LESS THAN 0544 P,•X_
OR MUCK, SLT OR LOOSE, SOFT SOIL IS FOUND A SOIL BEARING
TYJ. tlMCGNIMCT CAPACITY OF 2.500 P S F. HAS BEEN USED IN THE DESIGN
4. REINFORCING BARS SHALL BE NEW BILLET, GRACE 4D.
SALT SYSTEM WIBUILT IN OVERLOAD 5. ALL POOL PIPING TO BE P.V.C. SCHEDULE 40 MIN. AND BEAR THE N%F.
SWWI WY—TNNN LV WTRHN W- APPROVAL.
2'•QMG441NEC1 CONDOR S-BAC—ASHSHA- BE IN COMPLMNCEWITH LOCAL ORDINANCE%
^— 'J T.DISPOSAL OF POOL WATER SHALL CONFORM TO LOCAL ORDINANCE%
SURFACE GRADING SHALL CONTAIN WATER WITHIN PROPERTY LINES.
FORDING SHALL NOT PERSIST FOR MORE THAN ONE HOUR
ELECTRICAL SCHEMATIC 7 •. WATPJt SUFFLYA DI•POEALHIALL LE NMTALLED SO THAT WHERE BI
C N 5 NO CR055 CONNECTION WITH A DOMESTIC WATER SUPPLY OR WATER
C DISPOSAL SYSTEM.
% GRATE AT MAIN DRAIN SHALL NAVE A FREE AREA OF 4X THE AREA OF
THE SUCTION LINE
1G PAR 4 LNT STRAINERS SHALL HAVE A REMOVABLE SCREEN M A
wxCRE iAPxcAeu: Pw�Alduea —A-- MINIMUMFREEAREAOF3XTHEARFAOFTHE SUCTION UNE.
HEREON
LGHT CONNECTION
TO CONFORM
O NATIONAL
ELECTRICAL
AL
HEREON LIGHT CONNECTION TO CONFORM TO NATIONAL ELECTRICAL
DECK PER ft"0A A/5 CODE. LATEST EDITION
1 12 ALL METALLIC CONDUITS, PIPING SYSTEMS, REINFORCED STEEL,
Y'! LIGHT FDRURE5&HOUSING, METAL PARTS OF LADDERS, HANDRAILS,
DIVING BOARDS i SUPPORTS TO BE BONDED TOGETHER S GROUNDED
TO A COMMON GROUND. BONDING CONDUCTOR SHALL NOT BE SMALLER
NI GROUND WIRE THAN Na COPPER-
13, NO OVERHEAD OPEN WIRE OVER POOL WATER
14. CARTRIDGE FILTER SHALL HAVE A FKTRATWN RATE NOT TO EXCEED
3 GP.M.I S F OF FILTER AREA NO BAC—ASH REQUIRED.
15. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT
SITE BEFORE STARTING THE PROJECT. CONTRACTOR SHALL VERIFY
LOCATION OF ELECTRICAL SERVICE BY F.P.AL COMPANY.
15 SPECIAL ATTENTION SHALL BE GNEN TO EXISTING FOUNDATION TO
HANDRAIL BONDING / 1 SRL'Y IMDEIMINlYD,
SreN NTS 6 17. PLANTER SPECIES SHALL BE SELECTED WITH NON4NVASIVE ROOT
.--. rSPFORA SELGCTp1 BY DTIUF51.
Pe.NNroeelxeTALLEP xeAx oR DxoEx EPDPxwrPAo
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DRAINS
_ _ __ ___
3 FT. MIN.
IN.3' 9EPARgTION RED
MHQ WNB - •oX � � �
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Got TOFILTRATIONPUM P Pu
Iresou,, RiOm V r
WATER BONDING B WMGIETAPRR.Guium LE' U B 0 � POOL BItAm 1'MP,�
q )SEE NOTE 3) Ap ND
xtxQ._Txw1 11 111 SAR x +� Neo°. wGNr-tx xFxT
x M,M°oFtN .: Pex P_T B ,E o= wow ..
coxcx[rtPuxexK cto 6--TILE _ L. _
SECURE. GRATE INTERIOR coxPAFwo AOL -
1pONSRLON•ED FINISH nll
CNRENOVAL A r
•D@12. O.CB.W. rpp &MSS-BTLW.
PNREABEO a wwui�m Uew Btr rj
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iiZL� ,� ra e. pp
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(2) JANDY BRAND DECK JETS
L4wANG8 r
FROITT
IFSIIBPANEL
PDOLEOUBWENI ANPIOIg1.9 P6W
aft" BURDN. CODEXIII LA45.1i2
EQ EGUPMEMTPAD
PER FBC
4EE1]ILNI
T4-
OR CIrt SEC1NMI
- TYP. FOOTER SECTION 2
e. 9
1
SPECIFICATIONS
MAX. WIDTH. 14' MAIL LENGTH: 23'6"
MIN. DEPTH: 3'6" MAX DEPTH: 516,
SHAPE: CUST ELEVATION: TBD
FILL FROM EXCAVATION: HAUL
TILE: INTERIOR FINISH: GEM FILTER: CS200
PUMP MAKE PER FBC 4501-20
PUMPHP:POOL 111-1xo s. SPA w
LIGHTS. POOL I..LORLEDSP SPALGI NAIL
TRNFORM: POOL 1DO WATT SPA NA
MAIN DRAIN: POOL 2 SPA NA
SKIMMER: 1
RETURNS: POOL 3 SPA NA
JETS: POOL NA SPA NA
VALVED VAC LINE: INCL FILL LINE: NA
DISCHARGE LINE: TO GROUND
CHLORINATOR: AQUA PURE SALT SYSTEM
HANDRAIL: INCL LADDER: NA
DIVING BOARD: NA SLIDE: NA
HEATER: N/A _
VACUUM HEAD: INCL POLE: INCL
VACUUM HOSE: INCL BRUSH: INCL
LEAF SKIMMER: INCL TEST KIT: INCL
SHEER DESCENT NA
REMOVE EXISITING CONCRETE: NA
OVERFLOW LINE _ _ INCL _
SCREEN ENCLOBURE: NA
ELECTRICAL: ED'S ELECTRIC
POOL PATIO: CONCRETE /FLOCRETE
EXISTING PATIO: LEAVE AS IS
DECK DRAIN: INCL
POOL CAPACITY: 8,583 GALLONS
SPA CAPACITY NA
TURNOVER RATE: _ 6-HRS.
TERMRE IREAT: INCL BARRIER
"aI WATER VELOCLTY- �S FP9FROM TRUNK
TO BFPS SUCTION L WES,1gFP$ WAX RETURN
MIN. SKIMMER FLOW: _ _25_GPM
SURFACE AREA OF P004: 255
PERIMETER OF POOL: 63
IPPAOVEO WITH THE 2020 FLORIDA BUILDING CODE
'OR RESIDENTIAL 7To EDITION AND THE ANSI/APSP-7
AILECISU1110NAE[ElfJWJ16LNi AvalDeurl
A.ALLEN ENGINEERWO LLC, CA NO 33042
2367T' STREET, LA VERNE. CA 91750
TO THE BEST OF MY KNOWLEDGE, THESE
DRAWINGS AND SPECIFICATIONS COMPLY WITH
THE APPLICABLE MINIMUM BUILDING CODES
SE4L Aaron H
Allen
2021.04.
10:45:38
-07'00'
,"RON N. ALLENPE. FL REG, NO.86620 FL
JOB INFORMATION
BUILDERIJOB NAME: FIELDS
ADDRESS: 2115 TROWBRIDGE RD
CITY: FORT PIERCE FL 34945
PERMIT NO.: TBD
DATE DRAWN: 4W2021
REVISION DATE: _ NA
DRAWN BY: JORDAN VANDUZER
CHECKED BY: AARON H. ALLEN
CUSTOMER APPROVAL:
APPROVED BY: _
SCALE: `V..— 1'
(01p=00T—mc-
8880 GLADES CUT OFF ROAD
PORT ST. LUCIE, FL 34986
SYMBOL LEGEND
SRI01[I0. 1AC&M CHANNEL
X DRAIN
ELEVATION MARKER n SKIMMER
-•�--• DELo DRAIN
MAIN GRAIN
-- BABY BARRIER
\ BUBBLER I / COLORLED
O �f
UL JANDY UPUGHT VACUUM LINE
/
X DOORWINDOWALARM ! I REVISION
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