HomeMy WebLinkAboutPool - Spa Plumbing PlanI
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NOTE:
DECK AND DECK POOL/SPA BEAM JOINT
WATERPROOFING SPECIFICATIONS AND
DETAILS - BY OTHERS
NOTE:
EXISTING 48" MIN. HIGH FENCE W/ SELF
LATCHING GATE THAT SWINGS OUT
AWAY FROM POOL AREA VERIFY EXIST.
FENCE IN COMPLIANCE W/ CHILD SAFETY
BARRIER REQUIREMENTS PER FBC
SEVENTH EDITION (2020)
EXIST.
PORCH
NOTE:
APPLY BASECRETE WATER PROOFING ON
ENTIRE POOL/SPA WET SURFACE PER
MANUFACTURES SPECIFICATIONS PRIOR TO
INSTALLATION OF ALL FINISHES
RAILING -
BY OTHERS
1.5" SCH 40
PERIMETER BONDING -�
WIRE a71S"MIN. - 24" MAX.
FROM W.L. (SEE DETAIL)
AUTO -FILL DEVICE
314" FRESH WATER
SUPPLY LINE FROM EX.
HOSE BIBB - BY OTHERS
FIELD VERIFY H.B. LOC.
& 2" OVERFLOW LINE
TO ON -SITE DRAINAGE
SYSTEM - BY OTHERS
DECK -BY
OTHERS
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
E. STI,
RESIDENCE
FINISH FLOOR. .
ELEVATION = 21.0' NAVD
(1) AQUASTAR 32C'DFL - 32"
CHANNEL DRAIN (316 GPM aQ 3.9
FT/SEC THRU GRATE - SINGLE
UNBLOCKABLE COMPLIANT W/
ASME/ANSI A 112.19.8 - 2014
OR EQUAL
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2" STATIC LINE TO
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"
1.5SCH40
AUTO -FILL. DEVICE
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MANIFOLE
W/ APPR. COVER
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(4) LED
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MGHTS
SKIMMER STEPS
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W/ NICHE
240 SQ. IN. MIN.
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TOPTREAD
STU"UT FOR
(4) INLETS
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Fa) SCH
aj 40
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POOL CLEANER �:: �+ I
i 2.5"
40
SCH
12"
� 1 12"�- �— — 2"SCIi 40�_ �BTr'SCH_ � 40� _
2" SCII4u TI I
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DECK - BY
OTHERS `
NOTE:
PROVIDE WINDOW AND DOOR
ALARMS ON ALL OPENINGS
THAT LEAD ONTO POOL AREA
PER CODE
POOL/SPA PL U MBINO PLAN
SCALE: 1/4"=1'-0"
STAIRS &
RAILING -
BY OTHERS
1.5" SCH 40
RETURN
LINE IN
POOL
WALL
...� POOLISPA EQUIP.
IN BASEMENT
1
(GROUND LEVEL) &
HEATER UNDER
W
STAIRS
SEE SITE PLAN:
1
BY OTHERS
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1
REINFORCED OR
PRODUCT APPROVED
I w
CONCRETE SLAB(S)
(FIELD VERIFY SIZE &
1
LOCATION)
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1
FLUSH SPA
18" BENCH -19" BELOW W.L.
18" X 18" CORNER SPA STEP
(6) THERAPY JETS
(1) AQUASTAR 32CDFL - 32" CHANNEL
DRAIN (316 GPM @ 39 FT/SEC THRU
GRATE - SINGLE UNBLOCKABLE
OR EQUAL
(1) LED SPA LIGHT - [NICHELESS
2 - SIDED SPILLWAY
REMOTE SPA CONTROL,
NOTE:
THESE PLANS ARE FOR POOL AND SPA
STRUCTURES, PLUMBING &
EQUIPMENT/ELECTRICAL ONLY. ALL
OTHER FEATURES DESIGNED BY
OTHERS.
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DRAWN BY:
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CHECKED BY:
SMS
DATE:
7-21-21
SCALE:
AS NOTED
JOBNUMBER:
21- 499
SHEET
OF 3
I'
m
STAIRS &
RAILING -
BY OTHERS
S" THICK
SPA WALLS
#4 DIA. REBAR
C 6" O.C.E.W.
TOP MAT
#4 DIA. REBAR
12" O.C.E.W.
BOTTOM MAT
SPA SECTION
SCALE: 3/8" = l'-O'°
TIME:
APPLYBASECRETE WATER PROOFING ON
POOL/SPAENTIRE SURFACE
INSTALLATION OF ALL FINISHES
1 I '1 1
#. l a
DETAILS — BY OTHERS
COPING - TYP.
DECK AND DECK POOL/SPA
8" BEAM JOINT WATERPROOFING
SPECIFICATIONS AND DETAILS -
BY OTHERS
DECK - BY OTHERS
I8"
#4 DIA. REBAR
er 12" O.C.E.W.
#4 DIA. REBAR
C 6" O.C.E.W.
TOP MAT
18" DIA.-5000
P.S.I. CONCRETE
EXTENSION TYP.
14" DIA. AUGER
CAST PILE - TYP.
N1 ATE RLINE
24" MIN. BEND INTO
TOP MAT - TYP. t
#3 DIA. HOOPS '
a,)12"OC
36" LAP SPLICE - TYP. 2"
I:I11 ir`Ce�
SCALE: 3/8" = 9 P - Owl
PROVIDE 3" MIN.
CONCRETE COVER,,
ON REBAR
14" DIA. AUGER CAST PILE - 5000 PSI
CONCRETE - TYP. W/ A CAGE OF (5)
#7 DIA. REAR VERTICAL FULL
DEPTH OF PILE W/ #3 DIA. REBAR
TIES g 12" O.C. ESTIMATED
LENGTH IS +/- 30 FEET - BOTTOM
OF PILE TO BE AT -15.0' NAVD.
PILE CAPACITY SHALL BE 30 TONS
(60 KIPS) SEE SOIL REPORT BY
ALLTERRA ENGINEERING
SCALE: 1/4"=1'-0"
#3 DIA. REBAR
TIES @ 12" O.C.
(5) #7 DIA. CONT.
VERTICAL REBAR
— 18" DIA. - 5000 P.S.I.
CONCRETE EXTENSION -
SEE PILE EXTENSION
DETAIL
ELEV. -15.0' NAVD
COPING
DECK - BY OTHERS \
DECK AND DECK POOL/SPA
BEAM JOINT WATERPROOFING
SPECIFICATIONS AND DETAILS -
BY OTHERS
18" DIA. PILE
EXTENSION -
SEE SECTION
14" DIA. AUGER -
CAST PILE - TYP.
4"
A. AU AST CONCRETE ILETAIE
SCALE: 3f�4B®OP9
jZ SECTION
TYPE "0"AL
'�
SCALE: 3/8"=1'-OPP
STANDARD BEND
18" DIA. - 5000
-- �— / P.S.I. CONCRETE
EXTENSION
- 8',
COPING - TYP.
STUCCO FINISH -
BY OTHERS
#4 DIA. REBAR
@ 12" O.C.E.W.
WAIL — BY
OTHERS
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DECK - BY OTHERS
STONE COPING S" SLOPE DECK @
OR EQUAL
Y" PER. FOOT
5" - _may'.
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\2-#4DIA.
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CONY.
8.,
MARCITE
OR EQUAL
REINFOB
12"
(SEE S1D:
RADIIUS
VARIES
TYPICAL WALL SECTION
IS" MIN.- 24" MAX.
(ENTIRE PERIMETER)
W1,. -
#8 SOLID BARE COPPER BOND
WIRE W/ APPR CLAMPS
(ONE ON EACH SIDE OF
POOL. -4 TUFAL )
V THICK CONCRETE SLAB (BY OTHERS)
W7 (1) N BARE SOLID COPPER WERE
BONDED TO POOL STEEL AS SHOWN
G STEEL
I OF 3) EQUIPONTIAL BONDING DETAIL TE
PER FLORIDA BUILDING CODE ADAPTATION OF
N.E.C. 2017 SEC. 680.26
3a
14"
r-7
a
a
PIPE REDUCED TO i"
RUN TO DECK
tAND
BOX
3
/
\ 2" SCH 40 PVC CORD
LED LIGHT SLEEVE
SP 10-22 WALL
FITTING - OR EQUAL
INSTALLED INSIDE PIPE
LED LIGHT DETAIL
HEATER (GAS) - IGNAITION SWITCH
3 -#12 THHN CU WITHIN 1/2" CONDUIT
(CONNECT TOP 20 AMP - I POLE BREAKER)
CONTROL/POOL PANEL W/ 40 AMP - MANUAL MOTOR STARTER SWITCH
2 POLE BREAKER W/ INTEGRAL
TIME CLOCK FOR PUMPS, MOTOR 2.9 HP PUMP MOT
OR w/ BUILT-IN
AND HEATER OVERLOAD SWITCH W/ 3 - #10 TWIN
CU WITHIN 1/2" MIN. CONDUIT
(3) - #8 & (1) #12 GROUND (CONNECT TOP 20 AMP - 2 POLE. GFCI
THHN CU IN 3/4" RPVC S.P.S.T. TOGGLE BREAKER)
CONDUIT swlTcx
(4) LED POOL LIGHTS 12 VOLT TRANSFORMER
( GET NOT REQUIRED) JUNCTION BOX
(1) LED SPA LIGHT
( GET NOT REQUIRED)
1. ALL ELECTRICAL TO COMPLY WITH NEC 2017, SECTION 680.
ELECTRICAL CONTRACTOR TO VERIFY ADEQUATE CAPACITY
AT POINT OF CONNECTION.
2. 3412 TURN CUWITHIN 1/2" MIN. CONDUIT FOR POOL LIGHT(S).
3. GROUND ALL BOXES, LIGHTS, MOTORS, ETC. w/ #8 SOLID BARE COPPER.
4. PROVIDE W.P.G.F.I. OUTLET 10, MIN. - 20' MAX. FROM WATER'S EDGE.
5. ALL POOL PUMPS TO BE C:FC
PROTECTED
IPER NEC 650.5.
6. LOAD CALCULATIONS FOR EXISTING SERVICE AND PANEL - BY OTHERS.
7. ALL PVC CONDUITS EXPOSED TO SUNLIGHT" TO BE PAINTED WITH APPROVED COATING.
ELECTRICAL DIAGRAM
WATERLINE.
AQUASTAR 32CDFL - 32" 32" - 3 3/3T'
VACUUM FITTING W/ - CHANNEL DRAIN (316 GPM:
SELF -CLOSING SAFETY COVER @ 3.9 FT/SEC THR1J GRATE - HYDROSTATIC. RELIEF VALVE
(HAYWARD MODEL #400 PORT OR CAP OFF
OR EQUAL) SINGLE UNBL®cKABLE OR
EQUAL 31/4
VACUUM LINE DETAIL FLOOR
FINISH PLASTER �--_-- .�... � �-�
(MAIN DRAIN SUCTION LINE
HYDROSTATIC RELIEF VALVE & TIED TOGETHER AS SHOWN
PERFORATED PVC COLLECTION ABOVE - PIPE SIZE PER
TUBE, WHERE REQUIRED PLAN
I •
MIN. /YARN GRAVEL SUMP
NOTE: 25.9 SQUARE INCH OPEN AREA, WRAPPED W/ DRAIN FEILD
' 316 GPM = 3.9 FEET PER SECOND CLOTH (RECONLMENDED)
811 12" 12111201 Channel Main Drain Detail
. �I_�II - " GI1 SCALE: : 3r8" = 1' o°'
COPING - TYP
11-
DECK - BY OTHERS \ ,
DECK AND DECK POOL/SPA
BEAM JOINT WATERPROOFING
SPECIFICATIONS AND DETAILS - f /
BY OTHERS
18" DIA. PILE
EXTENSION -
SEE SECTION
a_i I 776448 '
911
9rr
419
#4 DIA. REBAR'
@ 611 O.C.E.W. C
TOP MAT
14" DIA. AUGER
CAST PILE - TYP. #4 DIA. REBAR @
12" O.C.E.W.
BOTTOM MAT
ITN IMF/S'TEP ST N
SCALE: 3/0" = V-0"
(MAXIMUMPOOL SYSTEM FI-40W RATE - 150 CPM
r
REC. PUMP = 2.7 HP JANDY VS -Plus HP VSPHP270
VARIABLE SPEED - LOW SPEED = 36 GPM MAX.
HIGH SPEED =150 GPM eI 50 TDH
3" SUCTION PIPE @ 150 GPM = 6.63 FT./SEC.
(8 FT./SEC. MAX. - SUCTION LINES)
2.511 BRANCH PIPE @ 75 GPM = 5.13 FT./SEC.
(6 FT./SEC. MAX. - SUCTION LINES)
3" PRESSURE PIPE @ 150 GPM = 6.63 FT./SEC.
(10 FT./SEC. MAX. - PRESSURE LINES)
CARTRIDGE FILTER =150 GPM @ i GPM/ SQ. FT.
=150 SQ. FT. MIN. FILTER AREA
E UII ENri LAY""UT
SCALE: N.T.S.
1.
3"
SPA MAIN DRAIN LINE
2.
2"
VACUUM LINE
3.
3"
POOL MAIN DRAIN LINE
4.
2"
SKIMMER LINE
5.
3"
RETURN TO SPA THERAPY JETS
6.
3"
POOL RETURN LINE
A. 2.7 HP REC./THERAPY PUMP
W/ APPR. HAIR & LINT STRAINER
B. CARTRIDGE FILTER W/ PRESSURE
GAUGE AND AIR RELIEF VALVE
C. 1.5" TO WASTE OR DISCHARGE
TO GROUND
D. 4009000 BTU GAS HEATER W/
INTERNAL BY-PASS
E. VALVES (TYPICAL)
F. SALT GENERATOR
G. INSTALL PERMA-CAST PB-2011 WATER BOND
*' APPROVED EQUAL TIED TO
PUMP GROUND •. SOLID COPPER
APPROVED1 SQ. IN
EXPOSEDSURFACE AREA TO WATER)
I' ,.. 1
PUMP FRAME OR FILTER
TANK MOUNT OR HEATER
ANCHOR POOL PUMP AND
FIT TER PER MFGR'S. N,O.A,
4" THICK REINFORCED CONCRETE SLAB
2" MIN.
F.G. ,,, •nRm
FILTER ;(]) HEATER
POOL, PUMP, FTLTk:R
AND HEATER ANCHOR
POINTS MAY VARY
POOL EOUIPMENT ANCHORING DETAIL.
SEE MFGR. SPECIFICATIONS FOR ADDITIONAL ANCHORING
INFORMATION - EQUIPMENT SHAPES MAY VARY
POOL/SPA SPECIFICATIONS
POOL SIZE: 21'-9" X 31'-8" DEPTH: Y-6" TO 4'-11"
SPA SIZE: 6'-10" X 6'-10" DEPTH: Y-0"
COMBINED VOLUME: 13,000 GALLONS
POOL ELEVATION: TOP OF COPING = 17.0' NAVD - VERIFY
TURN OVER RATE: 6.0 HR. (r 36 GPM MAX. - LOW SPEED
(TURN OVER RATE: 1.4 HR. g 150 GPM - HIGH SPEED}
DESIGN FLOW RATE =13 000 GAL/6 HRS,/60 MIN. = 37 G.P.M.
TILE: STANDARD THERAPY JETS: 6 I{) N SPA
POOL FINISH: MARCITE OR EQUAL
PIPING: SCH. 40 INLETS: POOL 4 SPA (THRU JETS)
DECK: BY OTHERS ELECTRIC: BY OTHERS
POOL LIGHT: (4) JANDY LED - NICHELESS
SPA LIGHT: (1) JANDY LED - NICHELESS
LADDER: NO DRAIL: NO
REC./THERAPY PUMP: 2.7 HP JANDY VS -Plus HP VSPHP270
A.P.S.P. PUMP CERT.: CURVE A - 69.2 GPM (j� 3450 RPM
FILTER: JANDY CS200 CARTRIDGE - 200 So. FT, FILTER AREA
VACUUM LINE: YES
POOL AREA: 449 S.F. PERIMETER 112 L.F.
SPA AREA- 47 S.F. PERIMETER 28 L.F.
AUTO -FILL.-
CHLORINE
1. ALL LIGHTS, LADDERS, HANDRAILS, REINFORCING. STEEL SHALL BE
GROUNDED PER CODE,
2. POOL TO BE CONSTRUCTED OF CONCRETE/GUNITE WITH A MINIMUM
COMPRESSIVE STRENGTH OF 4000 P.S.I. AT 28 DAYS.
3, ALL REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED BARS
OF NEW BILLET STEEL, CONFORMING TO ASTM A-615, GRADE 60, STEEL SHALT,
BE BENT, MIN, 40 DIA LAI SYLICV AND PLACED IN ACCORD
ANCE WITH ACT
STANDARDS. PROVIDE 3" MIN. CONCRETE COVER OVER REINFORCING STEEL.
4. GRATE IN MAIN DRAIN SHALL HAVE A FREE ARE
A OF 4 TIMES THE AREA OF
'THE SUCTION LINE.
5. S I EPS TO HAVE A.10" MINIMUM TREAD AND A 12" MAXIMUM RISER.
6. POOL TO BE FENCED PER LOCAL, CODES.
7. C ATES TO BE SELF -LATCHING, SELF -CLOSING AND LOCKABLE.
S. DESIGN, CONSTRUCTION AND WORKMANSHIP SHALL BE IN CONFORMITY
WITH THE CURRENT REQUIREMENTS OF ANSI/ NSPI 3; ANSI/ NSPI 4; ANSI/ NSPI
5; ANSI/ NSPI 6; AND ANSI/APSP 7 AND ANSI/APSP.ICC-15.
9. SPAS AND HEATED SWIMMING POOLS SHALL BE EQUIPPED WITH A COVER
DESIGNED TO ;MINIMIZE HEAT LOSS. EXCEPTIONS: OUTDOOR POOLS
DERIVING OVER 70 PERCENT OF THE ENERGY FOR HEATING FROM
NON-DF.PLETABLE ON -SITE RECOVERED SOURCES COMPUTED OVER AN
OPERATING SEASON ARE EXEMPT FROM THIS REQUIREMENT.
10. AIS, FEATURES OF'fHE POOL/SPA SHALL BE INSTALLED IN COMPLIANCE, WITH
'THE FBC SEVENTH EDITION (2020) - RESIDENTIAL -PRIVATE SWIMMING POOL
AND LOCAL, AMENDMENTS, IF ANY.
11. RESIDENTIAL SWIMMING POOL BARRIER SHALE COMPLY WITH FBC SEVENTH
EDITION (2020) - RESIDENTIAL CHAPTER 45 - PRIVATE SWIMMING POOL.
12. SHOULD ANY MUCK, MARL, OR OTHER ORGANIC SOILS BE DISCOVERED 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.
13. POOL CONTRACTOR/OWNER BUILDERS TO VERIFY ALL POOL DIMENSIONS,
POOL LOCATION AND SETBACKS PRIOR TO CONSTRUCTION.
(CONTACT ENGINEER IF ANY DISCREPANCIES OCCUR)
14. POOL PLANS ARE DESIGNED TO ,MEET THE FBC SEVENTH ED17'TON (2020) -
RESIDENTIAL - PRIVATE SWIMMING POOLS.
15. ENTRAPMENT PROTECTION FOR SUCTION OUTLETS SHALL B6 INSTALLED IN
ACCORDANCE WITH REQUIREMENTS OF ANSI/APSP 7-2006 ANIL IBC SEVENTH
EDITION (2020) - RESIDENTIAL CHAPTER 45.
16. GROUND WATER MUST BE LOWERED TO BOTTOM OF DEEP END PRIOR TO
EMPTYING POOL TO AVOID UPLIFTING (POPPING) OF POOL.
PLUMBING NOTES;
L ALL PIPING, EQUIPMENT AND MATERIALS USED IN THE, PLUMBING SYSTEM OF
SWIMMING POOLS THAT ARE BUILT IN PLACE SHALL CONFORM TO THE FBC
SEVENTH EDITION (2020), PLUMBING, CHAPTER 45 - PRIVATE SWIMMING POOLS.
2. POOL PIPING SMALL BE DESIGNED SO THE WATER VELOCITY WILL NOT
EXCEED 6 FTISEC ON BRANCH SUCTION LINES, S FT/SEC. ON SUCTION LINES
AND 10 FT/SEC. PRESSURE LINES.
3. VALVES SHALL, BE MADE OF MATERIALS THAT ARE APPROVED IN THE
FLORIDA BUILDING CODE, PLUMBING. VALVES LOCATED UNDER CONCRETE
SLABS SHALL BE SET IN A PIT HAVING AT LEAST A DIMENSION OF FIVE
DIAMETERS WITH A MINIMUM OF AT LEAST 10 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 INSTALLEIL THEY SHALL BE OF THE SWING OR
VERTICAL CHECK PATTERN.
5. ALL HEATERS SHALL BE EQUIPPED WITH AN APPROVED PERMANENT BY-PASS
OR ANTI -SIPHON DEVICE INSTALLED TO PROVIDE A POSITIVE MEANS OF
RETAINING WATER IN THE HEATER WHEN THE PUMP IS NOT IN OPERATION.
6. ALL POOL PIPING SHALL BE 1.51, SCH. 40 PVC EXCEPT AS SHOWN AND SHALL
BEAR THE H.S.P. SEAL OF APPROVAL.
7. THIS POOL/SPA IS DESIGNED TO WITHSTAND HYDROSTATIC UPLIFT FORCES
WHEN EMPTY, FOR RATER TABLE UP TO Y-O" BELOW POOL/SPA DECK
ELEVATION. HOWEVER, DUE TO SEASONAL VARIATIONS IN THE WATER TABLE
ELEVATIONS, ALL POOL/SPA SHALL BE FITTED WITH A HYDROSTATIC RELIEF
VALVE.
8. WATER. SUPPLY AND DISPOSAL SHALL BE ARRANGED SO THERE. IS NO CROSS
SUCTION WITH A DOMESTIC WATER SUPPLY OF WATER DISPOSAL.
9. UNLEISS AN APPROVED TYPE OF FILLING SYSTEM IS INSTALLED, ANY WATER
SUPPLY WHICH IN THE JUDGEMENT OF THE ADMINISTRATIVE AUTHORITY
MAY BE USED TO FILL THE POOL IF EQUIPPED WITH BACK FLOW PROTECTION.
NO OVER -THE -RIM FILL SPOUT WILL BE ACCEPTED UNLESS LOCATED UNDER
A DIVING BOARD, OR PROPERLY GUARDED.
10. ALL POOLISPA PIPING SHALL BE INSPECTED AND APPROVED BEFORE
COVERING OR CONCEALING. IT SHALL BE TESTED AND PROVED TIGHT TO
THE SATISFACTION OF THE ADMINISTRATIVE AUTHORITY, UNDER A STATIC
WATER TEST OF NOT LESS THAN 50 PSI FOR 15 MINUTES.
I1. JOINTS AND CONNECTIONS SHALL BE MADE AS REQUIRED BY THE FBC,
SEVENTH EDITION (2020), PLUMBING REQUIREMENT&
12. AI I, WATER HEATING EQUIPMENT SHALT BE INSTALLED WITH FLANGES OR
UNION CONNECTION ADJACENT TO THE HEATER.
13. PURPLE PRINTER CONFORMING TO AS'I'M F656 REQUIRED ON ALL PVC PIPING
PER FBC SEVENTH EDITION (2020) PLUMBING 605.21.3.
14. GAS PIPING SHALL COMPLY WITH FBC, SEVENTH EDITION (2020), FUEL GAS.
(SEPARATE PLANS AND PERMIT REQUIRED)
15. SWIMMING POOL/SPA WATER HEATERS SHALL BEAR THE LABEL OF A
RECOGNIZED TESTING AGENCY.
16, PROVIDE BACK FLOW PREVENTOR ON WATER SUPPLY - BY OTHERS.
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1968 COASTAL CONSTRUCTION CONTROL LINE
(PR 26, PG. 26-261)
RECORDED 0917511988
PUBLIC RECORDS OF
\
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ST LUCIE COUNTY, FLORIDA 1978
(SEE CCCL DETAIL)
COASTAL CONSTRUCTION CONTROL
(PS 19, PG. HA-6G)
LINE --
RECORDED 1211211978
�\
PUBLIC RECORDS OF
ST LUCIE COUNTY, FLORIDA
1\
(SEE CCCL DETAIL)
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PL a4i
19F8 CCCL
T^'Y
SET\\P/K N&D
LOT 29
DIAMOND SANDS PLAT N0.
2
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N: 1A4375,32
(PB 54, PG. 40)
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ACCESS, DRAINAGE AND UTILITY EASEMENT
CURVE
LENGTH
RADIUS
DELTA
01
45,45'
484,02'
5F22'50"
C2
15.56'
266.00'
3°21'02"
LINE
LENGTH
BEARING
L17
17.49'
S15"13'52"E
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/ SEASONAL HIG\HATER LINE
/ EL.=5.20' (NAND+*.*+ + \ / LOCATED 11/D4
F F E. 2ND FLOOR @ 35.00 NAVD m
F.F.E. 1ST FLOOR @ 21.0 NAVD N
LOBBY @ 9.0 NAVD o
GARAGE @ 7.0 NAVD m
LOT J7 ti
DIAMOND SANDS PLAT NO. 2
(PS 54, PG 40)
VACANT
�OF PEGETA 7701V `�
SAND
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MEAN HIGH WATER LINE
EL.=0.51' (NAVD)
LOCATED 11/04/20
p \O —0 CONTOUR LINE
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LEGAL DESCRIPTIOI;I:
BEING ALL OF LOT 3,0, AS SHOWN ON THE PLAT OF DIAMOND
SANDS PLAT NO, 2, AS RECORDED IN PLAT BOOK 54,
PAGES 40-46, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
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