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E.l'ISTING 48" MI\, HIGH FENCE W/ W
SELF LATCHING GATE THAT SWINGS OUT A
AWAY FROM POOL AREA VERIFY EXIST. A
AFRS (2) AQUASTAR 32CDFL-32"
DEVICE
FENCE INCOMPLIANCE W/ CHILD SAFETY t/2n"RSH WATER CHANNEL DRAIN (316 GPM Q 3.9
BARRIER REQUIREMENTS PER FBC SIXTH SUPPLY F& FROM EX. FT/sec THRvCRATE - SINGLE
BIB -BY OTHERS
EDITION 2017 UNBLOCKABLE COMPLIANT W/
FIELD Y EIFY H.B. LOG.
POOL/SPA EQUIP. IN BASEMENT (GROUND ASMFJANSI A 112:19.8-2014
LEVEL) &HEATER UNDERSTAIRS & 2 OVBFLOW LINETO ON SIF. DRAINAGE OR EQUAL
SEE SITE PLAN: 131- OTHERS SYSTEM BY OTHERS 1'-loll j811
REINFORCED ORODUCA
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CONCRETE SLA B(S)
(FIELD VERIFY SIZE & LOCATION) l0' -------1� 171_4rr -
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SCH/ I I
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NOTE:
POOL CONTRACTOR TO VERIFY ALL
PROPERTY LINE LOCATIONS AND POOL
ELEVATION PRIOR TO CONSTRUCTION.
POOL LAYOUT AND DIMENSIONS TO BE
VERIFIED W/ OWNER!PRIOR TO
CONSTRUCTION
10,
4'-8rr
EXIST. RESIDENCE
FINISH FLOOR
ELEVATION = 20.00, NAVD
NOTE:
PROVIDE WINDOW AND DOOR
ALARMS ON ALL OPENINGS
THAT LEAD ONTO POOL AREA
PER CODE
POOL/SPA LAYOUT & PIPING PLAN
SCALE: 1/4"=1'-0"
12'-4"
� Li" SCI140 far-grr
MANIFOLD I
T
FLUSH SPA
18" BENCH -20" BELOW W.L.
18" X 18" CORNER STEP
(6) THERAPY JETS
(2) FILTERED INLETS
(1) AQUASTAR 32CDFL - 32" CHANNEL
DRAIN (316 GPM @ 3.9 FT/SEC THRU
..GRATE - SINGLEUNBLOCKABLE
OR EQUAL
(1) SPA LIGHT - LED - NICHELESS
LARGE SPILLWAY ON TWO WALLS
NOTE:
THESE PLANS ARE FOR POOL AND SPA
STRUCTURES, PLUMBING,
EQUIPMENT/ELECTRICAL & DECK
ONLY. ALL OTHER FEATURES
DESIGNED BY OTHERS.
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SCALE:
AS NOTED
JOB NUMBER:
19 - 391
SHEET
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16" DIA. AUGER CAST PILF, CONCRETE
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— .- EXTENSION A F
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PILE TO BE PLACED
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ON95%ANGLE I
STEEL TIF,D INTO BOTTOM
OUTWARD FROM I I —--------------=-- 7 16rr MAT OF POOL FLOOR STEEL F
BOTTOM OF POOL
SHELL - TYP. 6
PLACES AS SHOWN 8 s'-2" 8'-2" 5 8" PILE EXTENSION' DETAIL i— y
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SCALE: 1/2" 1' - o"
8" THICK
POOL WALLS 18" THICK S8'-611 PA WALLS
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FIELD VERIFY
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#4 DIA. REBAR @ 6' C
O.C.E.W. TOP MAT a
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RESIDENCE _
SPA SECTION
SCALE: 3/8 — 1 0 - z
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NOTE:
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POOL CONTRACTOR TO VERIFY ALL
PROPERTY LINE LOCATIONS AND POOL
ELEVATION PRIOR TO CONSTRUCTION. p
POOL LAYOUT AND DIMENSIONS TO BE
VERIFIED W/ OWNER PRIOR TO
CONSTRUCTION
8„ 27'-6" #4 DIA. REBAR @ 6" O.C.E.W. IN
12" 12" 81, COMMON WALL ONLY —(TARN ALL
611 Y-6" 1"-8" STEEL MIN.24" INTO WALLS &
6'-6"
15'—G'
POOL/SPA PILING PLAN 19'67' NAVD 12 8" FLOOR)
APPLY BASECRETE WATERPROOFING
SCALE: 1/4°=1'-4" 711ON VANISHING EDGE WALL - PER
} MANUFACTURES SPECIFICATIONS
#4 DIA. REBAR
12" is / 2'-8" EXTEND Y ONTO POOL FLOOR
TT T @ 6" O.C.E.W. #4 DIA. REBAR AND ADJOINING WALLS
PILING NOTES: / � �� 12" 3,_6„ TOP MAT @TOP MAT
—RECESS PILING 3" INTO 10.91, 4'-11"
BOTTOM OF POOL FLOOR 12" 12' k W.L. IN PIT — PUMP OFF u
(TYP.) SLOPE 1'
' �—
PILE REINFORCING (NOT SHOWN) 18" W.L. IN PIT - PUMP ON
L �_ •—>—. � � (ESTIMATED 3" DRAW DOWN— �
IS TO BE SPECIFIED BY ��• —.—
—.s -T EXTEND W.L. TILE TO
PILING ENGINEER I Tl • . T. —} 1' BELOW DRAW DOWN)
— PILING STEEL TO BE BENT r J
#4 DIA. REBAR
INTO POOL FLOOR AND TIED TO #4 DIA. REBAR @ 1' ` @ 6" O.C.E.W.
TOP MAT OF STEEL 12" O.C.E.W. #4 DIA. REBAR @ r'
BOTTOM MAT 6" O.C.E.W. 14" DIA. AUGER CAST PILE
(CENTER OF 12 REQUIRED)
BOTTOM MAT ( Q )
PILES TO SUN (CENTER OF PILES 15 TON DESIGN CAPACITY
SHE
LF)
VANISHING
T
30 TON ULTIMATE CAPACITY
O
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GRADE, VERIFY
EDGE PI
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8.0' NAVD —
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2 4
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POOL SECTION WALL&
TYPE 'O' POOL r ooTiNc - BY
OTHERS
SCALE: 3/8" = V-0"
j
,
DECK - BY OTHERS -
l. ALL LIGHTS, LADDERS, HANDRAILS, REINFORCING STEEL SHALL BE.
" R86 SLOPE DECK @ Y.65 HP EDGE PUMP MOTOR w/ BUILT-IN
GROUND D PER 1�, E CODE.HEATER A - OVERLOAD SWISTONE COPING /n PER. FOOT l8"MIN:24"MAX. (G S) IGNITION SWITCH TCH W/3 -#12 THHN CU OREQUAL °p4{ 14113-#12 THHN CU WITHIN 1/2" CONDUIT WITHIN 1/2" MIN. CONDUIT 2. POOL TO BE CONSTRUCTED OF CONCRETE/GUNITE WITH A MINIMUM
(ENTIRE PERIMETER)(CONNECT TOP 20 AMP - 1 POLE GFCI .`(CONNECT TO 20 AMP - 2 POLE GFCI COMPRESSIVE STRENGTH OF 4000 P.S.I. AT 28 DAYS,
6" 6" 3-� BREAKER) BREAKER)
o3. ALL REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED BARS
w.c.PIPE REDucED To r' CONTROL POOL PANEL W/ 6o AMP - OF NEW BILLET STEEL, CONFORMING TO ASTM A-615, GRADE 60, STEEL SHALL
MAU z AND RUN TO DECK NUAL MOTOR STARTER SWITCH`-'F Ih� L F B X 2 POLE BREAKER W/ INTEGRAL BE BENT, MIN. 40 DIA. LAP SPLICE AND PLACED IN ACCORDANCE WITH ACI
x�a8so�nBAREcoPPEReoN6 j a O TIME CLOCK FOR PUMPS, MOTOR 2.7HPREC./THERAPYP MP.6 WIDE HAUNCH W/ .. 3 U MOTOR w/ STANDARDS. PROVIDE 3 MIN. CONCRETE COVER OVER REINFORCING STEEL.
F WIRE W/APPR. CLAMPS
"?'� - 2-#4 DIA, CONT. AND "EATER BUILT -.IN OVERLOAD SWITCH W/3-#10
(ONE ON EACH SIDE OF 4, GRATE IN MAIN DRAIN SHALL HAVE A FREE AREA OF 4 TIMES THE AREA OF
THHN CU WITHIN I/2" MIN. CONDUIT
POOL-4TOTAL) (3)-#6&(1)4I0GROUND THE SUCTION LINE.
3' 8". T020AMP-2 POLE GFCI
2" SCH 40 PVC CORD THHN CU IN 1" RPVC (CONNECT BREAKER 5: STEPS TO HAVE A 10" MINIM M N MAXIMUM
CONDUIT S.P.S.T. TOGGLE ) - U TREAD AND A 12" M X MUM RISER.
E
LED LIGHT SLEEVE � 6. POOL TO BE FENCED PER LOCAL CODES.
MARCITE OR E UAL A SWITCH.
sP to-zz WALL Lea 7. GATES TO BE
REINFORCING STEEL
6� THICK CONCRETE SLAB (BY OTHERS) � 12 VOLT TRANSFORMER SELF -LATCHING, SELF -CLOSING AND LOCKABLE:
W/ (Q NS BARE SOLID COPPER WIRE FITTING - OR EQUAL (3) POOL LIGHTS
(SEESBEETz) BONDED TO POOL STEEL AS SHOWN INSTALLED INSIDE PIPE GFINOTREQUIRED)8. DESIGN, CONSTRUCTION AND WORKMANSHIP SHALL BEINCONFORMITY
`
12" - -` - ( JUNCTION BOX WITH THE REQUIREMENTS OF ANSI/ NSPI .3; ANSI/ NSPI 4; ANSI/ NSPI 5;
..
EOUIPOTENTIAL BONDING DETAIL (1)SPALIGHT
ANSI/ NSPI 6; AND ANSI/APSP 7 2006 AND ANSI/APS P.ICC-15 2011.
PADIIUSPER FLORIDA BUILDING CODE ADAPTATION OF (CFI NOT REQUIRED)'.
VARIES LED LIGHT DETAIL 9. SPAS AND HEATED SWIMMING POOLS SHALL BF. EQUIPPED WITH A COVER
- N.E.C. 2014 SEC. 680.26 i j
DESIGNED TO
MINIMIZEHEATLOS5. EXCEPTIONS. OUTDOOR POOLS
1: ALL ELECTRICAL TO COMPLY WITH 2O14 NATIONAL ELECTRIC TYPICAL WALL SECTION CODE.
- ELECTRICAL. CONTRACTOR TO VERIFY ADEQUATE CAPACITY DERIVING OVER'70 PERCENT OF THE ENERGY FOR HEATING FROM
' AT POINT OF CONNECTION. NON-DEPLETABLE.ON-SITE RECOVERED SOURCES COMPUTED OVER AN
2.. 3412 THHN CU 2" MIN. CONDUIT WITHIN 1/ FOR POOLLIGHT(S). OPERATING SEASON ARE EXEMPT FROM THIS REQUIREMENT.
3. GROUND ALL BOXES LIGHTS MOTORS ETC: w/# , FROM
WA ER'SBAREECOPPER. : - 10. ALL FEATURES OF THE POOL/SPA'.SHALL .BE INSTALLED INCOMPLIANCE WITH
-. PROVIDE W.P.G.F,I. OUTLET 10 .MIN. 20-MAX. FROM WATER S EDGE:
THE FBC 1
5 SIXTH EDITION (2017) RESIDENTIAL. PRIVATE SWIMMING POOL AND
ii ALL POOL PUMPS TO BE GFCI PROTECTED NEC 68032(B).
6. LOAD CALCULATIONS FOR EXISTING SERVICE AND PANEL - BY OTHERS. LOCAL AMENDMENTS, IF ANY,
I.. 11.RESIDENTIAL SWIMMING POOL BARRIER SHALL COMPLY WITH 'FBC SIXTH
� j T - - EDITION (2017)- RESIDENTIAL CHAPTER 45- PRIVATE SWIMMING POOL.
-. ■�EL � T _S� - �:.,�. ; .! AGRAM 12, PRESUMPTIVE .LOAD .-BEARING VALUE OF SOIL -IN WITH FBC
- _ -- -_-- SIXTH EDITION (2017) SECTION 1806.2 THE SOIL BEARING VALUE SHALL BE A
MINIMUM OF2000P.S.F.(FOLLOW IGEOTECHNICALENGINEERING REPORT
WATERLINE RECOMMENDATIONS OR INDUSTRY ACCEPTED STANDARDS - BY OTHERS)
'
SHOULD
13. U ANY
. N MUCK,MARL, OR
OTHER ORGANIC SOILS BE DISCOVE
RED ON
EXCAVATION, THEY SHOULD BE REMOVED IN THEIR ENTIRETY, ALL
CONSTRUCTION SHALL STOP AND THE ENGINEER OF RECORD SHALL BE
CONTACTED TO CONDUCT AN INSPECTION. '
14. POOL CONTRACTOR/OWNER BUILDERS TO VERIFY ALL POOL DIMENSIONS,
VACUUM FITTING W/ -az - 3 3/32" POOL LOCATION AND SETBACKS PRIOR TO CONSTRUCTION.
AQUASTAR 32CDFL - 32"
SELF -CLOSING SAFETY COVER CHANNEL DRAIN (316 GPM (CONTACT ENGINEER IF ANY DISCREPANCIES OCCUR) '
(HAYWARD MODEL #400 @ 3.9 FT/SEC THRU GRATE - HYDROSTATIC RELIEF VALVE 15. POOL PLANS ARE DESIGNED TO MEET THE FBC FIFTH EDITION (2014) -
PORT OR CAP OFF
OR EQUAL) � SINGLEEQUAL UNBLOCKABLE OR 3 va• RESIDENTIAL - PRIVATE SWIMMING POOLS. -. -
VACUUM LINE DETAIL 16. ENTRAPMENT PROTECTION FOR SUCTION OUTLETS SHALL BE INSTALLED IN
API FLOOR ACCORDANCE WITH REQUIREMENTS OF ANSI/APSP 7-2006 AND FBC SIXTH
FINISH PLASTER y,. EDITION (2017) - RESIDENTIAL CHAPTER 45.
MAIN DRAIN SUCTION LINE PLUMBING NOTES:
HYDROSTATIC RELIEF VALVE & TIEDTOGETHER AS SHOWN 1, ALL PIPING, EQUIPMENT AND MATERIALS USED IN THE PLUMBING SYSTEM OF
PERFORATED PVC COLLECTION ABOVE -PIPE SIZE PER
TUBE, WHERE REQUIRED PLAN SWIMMING POOLS THAT ARE BUILT IN PLACE SHALL CONFORM TO THE FBC
SIXTH EDITION (2017), PLUMBING, CHAPTER 45 - PRIVATE SWIMMING POOLS.
i MIN. YARD GRAVEL SUMP z
2. ,. POOL PIPING SHALL BE DESIGNED
NOTE: 25. EN AREA ED W/ DRAIN FEILD
G ED SO THE WATER VELOCITY WILL NOT
9 SQUARE INCH OP
316 GPM = 3.9 FEET PER SECOND CLOTH (RECOMMENDED) - EXCEED 6 FTNEC ON BRANCH SUCTION LINES, 8 FT/SEC. ON SUCTION LINES
AND 10 FT/SEC: PRESSURE LINES.
Channel Main Drain 3. VALVES SHALL BE MADE OF MATERIALS THAT ARE APPROVED IN THE
1 Detail
FLORIDA BUILDI
NG CODE, PLUMBING. VALVES LOCATED UNDER CONCRETE
SCALE: 3/8". = V-0" -
SLABS SHAL
L BE SET IN A PIT
i
HAVING AT LEAST A DIMENSION OF FIVE
DIAMETERS WITH A MINIMUM OF AT LEAST IO INCHES AND FITTED WITH A
SUITABLE COVER. ALL VALVES SHALL BE LOCATED WHERE THEY WILL BE
- READILY ACCESSIBLE FOR MAINTENANCE AND REMOVAL.
'.. 4.. WHERE CHECK VALVES ARE INSTALLED, THEY SHALL BE OF THE SWING OR
VERTICAL CHECK PATTERN.
5. ALL'HEATERSSHALL HEEQUIPPED WITH ANAPPROVED PERMANENT BY-PASS
.
< - OR ANTI -SIPHON DEVICE INSTALLED TO PROVIDE A POSITIVE MEANS OF
kTAINING WATFR IN THE HEA,I'1r+R WHEN THE PUMP IS NOT IN OPERATION.
6:' ALL POOL PIPING SHALL BE 1.5" SCH. 40 PVC EXCEPT AS SHOWN AND SHALL
BEAR THE H.S.P. SEAL OF APPROVAL.
PUMP FRAME OR FILTER 7. THIS POOL/SPA IS DESIGNED TO WITHSTAND HYDROSTATIC UPLIFT FORCES
TANK MOUNT OR HEATER W HEN EMPTY, FOR WATER TABLE UP TO 3'-0" BELOW POOL/SPA DECK
ELEVATION. HOWEVER, DUE TO SEASONAL VARIATIONS IN THE WATER TABLE
gPUMP,F]LTER
R R M PUMP AND ELEVATIONS, ALL POOL/SPA SHALL BE FITTED WITH AHYDROSTATIC RELIEF
' PER MFGR'S. N.O.A.
VALVE.
- - ICK REINFORCED CONCRETE SLAB -
- 8. WATER SUPPLY AND DISPOSAL SHALL BE ARRANGED SO THERE IS NO CROSS
2" MIN. SUCTION WITH A DOMESTIC WAT
ER WATER DISPOSAL
F.G. PUM9. ' UNLESS AN APPROVED TYPE OF FILLING SYSTEM IS INSTALLED, ANY WATER
SUPPLY WHICH IN THE JUDGEMENT OF THEADMINISTRATIVE AUTHORITY
FI-MAY BE USED TO FILL THE POOL IFEQUIPPEDWITH.BACKFLOW PROTECTION.
?NOOVER-THE-RIM FILL SPOUT WILL BE ACCEPTED UNLESS LOCATED UNDER
A DIVING BOARD, OR PROPERLY GUARDED.
10. "ALL POOL/SPAPIPING SHALL BE INSPECTED AND APPROVED BEFORE
POOCOVERING OR CONCEALING. IT SHALL BE TESTED AND PROVED TIGHT TO
AND HEATER ANCHOR THE SATISFACTION OF THE ADMINISTRATIVE AUTHORITY, UNDER A STATIC
POINTS MAY VARY ',WATER TEST OR AIR PRESSURE TEST OF NOT LESS THAN 35 PSI FOR 15
:MINUTES.
POOL EQUIPMENT ANCHORING DETAIL 11. 'JOINTS AND CONNECTIONS SHALL BE MADE AS REQUIRED BY THE FLORIDA
SEE MFGR. SPECIFICATIONS FOR ADDITIONAL ANCHORING BUILDING CODE, PLUMBING,
INFORM !ITION-EQUIPMENT SHAPES MAY VARY 12. 'ALL WATER HEATING EQUIPMENT SHALL BEINSTALLED WITH FLANGES OR
UNION CONNECTION ADJACENT TO THE HEATER.
II
13. PURPLE PRIMER REQUIRED ON ALL PVC PIPING PER FBC SIXTH EDITION .(2017).
14. :GAS PIPING SHALL COMPLY WITH FLORIDA BUILDING CODE FUEL GAS.
LEGEND ;
RATE PL
ANS AND PER
MIT R MITRE REQUIRED)
)
1. 3" SPA MAIN DRAIN LINE 15. SWIMMING POOL/SPA WATER HEATERS SHALL BEAR THE LABEL OF A
2. 2"VACUUM LINE RECOGNIZED TESTING AGENCY.
3. 3" POOL MAIN DRAIN LINE POOL/SPA SPECIFICATIONS 16. PROVIDE BACK FLOW PREVENTOR ON WATER SUPPLY.
k
4. 2" SKIMMER LINE SIZE: 24'=011X 2714" DEPTH: X-6 TO 4'-11"
5. 3" RETURN TO SPA JETS VOLUME: 15,300 GALLONS ELEVATION: DET. ON SITE
6. 3" SPA RETURN LINE TURN OVER RATE: 7.08 I$R. @ 36 GPM MAX. - LOW SPEED
7. 3" POOL RETURN LINE (TURN OVER RATE: 1.7 I#R. 150 GPM - HIGH SPEED) POOL SYSTEM FLOW RATE: 150 GPM
8. 3" PIT MAIN DRAIN LINE DESIGN FLOW RATE = 15,300 GAL./6 HRS./60 MIN. = 43 G.P.M.
(MAXIMUM FLOW FROM PUMP CURVE
9. 2.5" EDGE RETURN LINE
TILE: STANDARD THERAPY JETS: 6 IN SPA
POOL FINISH: MARCITE" OR EQUAL
PIPING: SCH. 40 INLETS: POOL (4) EDGE (3) SPAS RECJ THERAPY PUMP = 2.7 HP JANDY E-PUMP JEP 2.0
B OA A. 2.7 HP JANDY REC. E-PUMP VARIABLE SPEED - LOW SPEED = 36 GPM MAX.
) DECK: CONCRETE - BY OTHERS
W/APPR. HAIR &LINT STRAINER HIGH SPEED = 150 GPM @ 50 TDH
D - ELECTRIC: BY OTHERS 3" SUCTION PIPE
PB. CARTRIDGE FILTER W/ PRESSURE POOL LIGHT: (3) LED - NICHELESS SPA: (1) LED - NICHELESS @ 1SI GPM = 6.63 FT /SEC.
GAUGE AND AIR RELIEF VALVE (S FT./SEC. MAX. -SUCTION LINES)
LADDER: NO HANDRAIL: NO 2.5" BRANCH PIPE 75 GPM 5.13 FT./SEC.
C. 1.5" TO WASTE OR DISCHARGE - @ =
TO GROUND EDGE PUMP: 1.65 HP DANDY FLO PRO VS (6 FT./SEC. MAX. - SUCTION LINES)
D. 400,000 BTU GAS HEATER W/ REC./THERAPY PUMP: 21.7`HP JANDY E-PUMP JEP 2.0 VS 3" PRESSURE PIPE @ 150 GPM = 6.63 FT./SEC.
A.P.S.P. PUMP CERT.: CURVE A - 37 GPM (a, 1725 RPM (10 FT./SEC. MAX. - PRESSURE LINES
INTERNAL BY-PASS FILTER: JANDY - CV340
E. VALVES (TYPICAL) CARTRIDGE - 340 SQ. FT. FILTER AREA CARTRIDGE FILTER = 150 GPM @ 1 GPM/ SQ. FT.
F. INSTALL PERMA-CAST PB-2011 WATER BOND
H HEATER: DANDY - 400,000 BTU GAS HEATER W/ =150 SQ. FT. FILTER AREA
OR APPROVED EQUAL TIED TO APPROVED POOL COVER
F f PUMP GROUND W/ #8 SOLID COPPER & APPROVED LUG (MIN. 9 SQ. IN VACUUM LINE: YES EDGE PUMP = 1.65 HP DANDY FLO PRO VS
4
9 I sO POOL AREA: 512 S.F. PERIMETER 110 L.F. HIGH SPEED = 130 GPM @ 40 TDH
SURFACE AREA EXPOSED TO WATER) SPA AREA: 48 S.F. PERIMETER 28 L.F. 3p' SUCTION PIPE @ 130 GPM = 5.74 FT./SEC.
7 6 s Q 2 PER MFGR'S SPECS (FIELD VERIFY LOCATION) PIT AREA: 57 SA PERIMETER 69 L.F. (8 FT./SEC. MAX. - SUC l_0_ N LINES)
G. CHECK VALVE AUTO -FILL: YES OVERFLOW: YES 2.511 BRANCH PIPE @ _9 GPM = 4.44 FT./SEC.
EQUIPMENT LAYOUT H. SALT GENERATOR SALT GENERATOR: JANDY AQUA PURE (6 FT./SEC. MAX. - SUCIWN LINES)`
SCALE: N.T.S. J. 1.65 HP JANDY EDGE PUMP W/ APPR. POOL/SPA CONTROL: JANDY AQUALINK 2 5" PRESSURE PIPE @ _ 130 GPM = 8.89 FT./SEC.
HAIR & LINT STRAINER (10 FT./SEC. MAX. - PREP LINES)
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+++ COASTAL CONSTR ION LINE AS RECORDED IN PLAT BOOK 267
n,Q ,,,,� N . PAGE 26-261 HE PUBLIC RECORDS OF.T. LUCIE COUNTY,
N. 0726,:>_93577 �+ N � FLORID ECORDED SEPTEMBER 15, 1988.
` E. 907260.9357
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N. 1086232.4187
E.907260.9357
♦ SEAWARD LIMIT OF
CONSTRUCTION
\ ♦ ACTIVITY
♦
♦
\
e \
5EA GRAPES
♦
♦
♦
♦
♦
\ ♦—22.61'
♦
\
\\FD 5/V IRS
PARTIAL SITE PLAN
SCALE: 1" = 10'-0" i ♦♦
85. 11'
MIXED VEGETATION--
3G
f
l'� \ 80
LOCATION MAP
F
NOT TO SCALE
IT4
Q
�4
O
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E �r 4
SINGLE FAMILY RESIDENCE LEGAL DESCRIPTION: �♦ ® q
2-STORY wl BASEMENT BEING ALL OF LOT 5, AS SHOWN ON EFF-4 cd
GARAGE @ 8.0 NAVD THE PLAT OF DIAMOND SANDS PLAT \ .H
LOWER LEVEL @ 8.5 NAVD NO. 2, AS REORDED IN PLAT BOOK 54,
ST FLOOR @ 20.0 NAVD PAGES 40-46, PUBLIC RECORDS O 1, Oi
D FLOOR @ 33.5 NAVD OF ST. LUCIE COUNTY, FLORIDA. a ♦� ..y'
N TE: ♦ H
TH RESIDENCE, POOL, p♦ 3
AN POOL DECK ARE z ♦ m ±>
STIR TURALLY DETACHED m♦� �� }
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�:` \ MEAN HIGH WATERLINE
ELEVATION 0.51' NAVD p
\ ; DATED 11/05/18.
N p
p
1 n-0011105 FIRM-AA003379
ALL IDEAS, DESIGNS, ARRAGEYENTS, I PLANS INDICATED OR
��• I ZERO CONTOUR REPRESENTED BY THIS DRAWMGARE PUREDBY, 47WEFROPERTY
OF THIS CFFIOE T MRS CREATED EV0.VED , DEVELOPED FOR LEE
— 7
N89�8'14 "E 59. 75'(M)�
0.00 NAVD
DATED 11 /05118
IDEAS,
ON T N CONNECTION WTH THE SPECIFIED PROJECT. NONE OF SIIGl
OESICNS ARRANGEMENTS OR PLANS SHALL BE USED BY, OR
0I1 TO ANT PERSON, FIRi, OR CORPORATION FOR ANT
WRPO6E JWATSOEVER WITHOUT THE WITTEN PERMISSION OF
RANDALL E. STIX T, ARCHITECTS, PA. WRITTEN DRIENSICNS ON THESE
ORNIINfS WALL HAVE PRECEDENCE OVER SCALE DIHEN51085.
CONTRACTORS SHALL VERIFY I SE RESPONSIBLE FOR ALL
DPIENSIONS 1 CONDITIONS CN THE JOS, I THIS IX DE HEST BE
NOTIFIED
OF ANT VARIATIONS FROM THE DIMENSIONS AND
PLATTED MEAN HIGH WATERLINE
CONDITIONS 54M BY THESE DR NCsS. SHOP DETAILS OF
AMMATEEca.EEMET 55w ITTEDTOMIS OFFICE FOR
AFPROVAA BEFORE FRCCEEDII S WITH FABRICATICN ON ITEMS SO
NOTED.
02011. ALL II RESERVED RANDALL STOFT ARCHITECTS
SEASONAL HIGH WATER LINE
PA
ELEVATION 5.28' NAVD
DATED 11/05/18.
+� COASTAL CONSTRUCTION
CONTROL LINE PER
\ , ` PLAT BOOK 19, PAGE 8,
\� RECORDED DECEMBER
\ 12. 1978.
SITE PLAN
SCALE: 1" = 20'-0"
9:11.._E (. OP'