HomeMy WebLinkAboutPool Layout & Piping PlanVALLS
POOL FILING PLAN
SCALE: 1/4"=F-0"
EX. PORCH
NOTE:
PROVIDE WINDOW AND DOOR
ALARMS ON ALL OPENINGS
THAT LEAD ONTO POOL AREA
PER CODE
EX. RESIDENCE
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
PERIMETER BONDING
WIRE @ I8"MIN. - 24" MAN.
FROM W.L. (SEE DETAIL)
8'-4"
F
i
5'-8" i
I
14'-6" x�
= I
LI H11
12'-6" wl
a 5�
o p
I �I
6"
5'-8"
�L-
5'-10" —
_61 _4"
EXISTING 48" MIN. HIGH RAIL
WITH SELF LATCHING GATE
THAT SWINGS OUT
AWAY FROM POOL AREA
VERIFY EXIST. FENCE IN
COMPLIANCE W/ CHILD SAFETti
BARRIER REQUIREMENTS PER
FBC FIFTH EDITION (2014)
8"
8„
-8
Y-6" DEPTH
10'
STUB -OUT FOR
POOL CLEANER
AQUASTAR32CDFL-32"
CHANNEL DRAIN 1316 GPM @ 3.
FT/SEC THRU GRATE - SINGLE
UNBLOCKABLE COMPLIANT W
ASME/ANSI A 112.19.8 - 2014
OR EQUAL
4'-11" DEPTI�
-�--2s" scH
zs LIV
:<
I 18'-2"
12'
40
r
OVERFLOW AND
AUTO -FILL
FLUSH SPA Doe -0391
18" BENCH - 20" BELOWW.L.
�
_ w w 18" X 18" CORNER STEP
(6) THERAPY JETS
—� — AQUASTAR 32CDFL - 32" CFI 1NNEL DRAIN
o o (316 GPM @ 3.9 FT/SEC THRU GR.11 E -
SINGLE UNBLOC CkBLE
6'-4" OR EQUAL
r
(1) SPA LIGHT
6" 8" WATER LEVEL SPILLWAY
POOL EQUIPMENT UNDER DECK
plu
POOL LAYOUT & PIPING PLAN
SCALE: 1/4"=P-0"
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DRAWN BY:
MAP
CHECKED BY:
WJC
DATE:
1-10-17
SCALE:
AS NOTED
JOB NUMBER:
16 - 661
SHEET
1 OF 2
DECK - BY OTHERS
BULLNOSE
BRICK COPING SLOPE DECK YY ' P' PER. FOOT
4" �J
F°
6„
NZ
MARCITE
OR EQUAL
REINFORCING STEEL
(SEE SHEET 2)
12"
RADIR'9
VARIES
TYPICAL WALL SECTION
1411
3�
0
aPIPE
REDUCED TO 1"
z�
AND R B DECK
BOX
2" SCH 40 PVC CORD
LED LIGHT SLEEVE
SP 10-22 WALL
FITTING - OR EQUAL
INSTALLED INSIDE PIPE
LED LIGHT DETAIL
18" MIN. 24" MAX.
(ENTIRE PERIMETER)
4" r MIN.
ADJUSTABLE
COVER W\ IM (2) #3 BID. AROUND
OL
ADJUSTABLE COLLAR SIMMER, TIED TO POOL STEEL 41 1
W.L. �
#8 SOLID BARE COPPER BOND
11 IRE W/ APPR. CLAMPS
(ONE ON EACH SIDE OF
POOL-470TAL)
6" THICK CONCRETE SLAB(BY OTHERS) .. .
W/ (1) #8 BARE SOLID COPPER WTRE
(IN SLAB) BONDED TO POOL
STEEL AS SHOWN
EQUIPOTENTIAL BONDING DETAIL
PER FLORIDA BUILDING CODE ADAPTATION OF
N.E.C. 2011 SEC. 680.26
LEAF BASKET
F�
TOPOOLPUMP
25 GPM MIN. FLOW
SKIMMER DETAIL
WATER LINE
01
VACUUM FITTING W/
SELF -CLOSING SAFETY COVER
(HAYWARD MODEL #400
Ij-
OR EQUAL)
VACUUM LINE DETAIL
(WHEN APPLICABLE)
-18' 211 t7 51_811
C. DECK - BY OTHERS 6' 12" ITT 6' 6"
4'-2" 101-611 181I
#4 DIA. REBAR @ STEP BEYOND 181,
12" O.C.E.W.
611
PILING NOTES:
F:
-RECESS PILING 3" INTO 12" #4 DIA. REBAR 18" 12" 1
6" O.C.E.W.
BOTTOM OF POOL FLOOR 31-611 @
TOP MAT
(TYP.) 12 � 11
% 4'-1111 18
-PILE REINFORCING (NOT SHOWN)`: 12"
IS TO BE SPECIFIED BY
SLOPE
PILING ENGINEER I '' ` +�-
/
PILING STEEL TO BE BENT
INTO POOL FLOOR AND TIED TO
TOP MAT OF STEEL
PILE EXTENSION ` \
SEE DETAIL
14" DIA. AUGER CAST PILE
(6 REQUIRED)
10 TON DESIGN CAPACITY
20 TON ULTIMATE CAPACITY
APPLY STO WATERTIGHT COAT
WATER PROOFING ON POOL WALLS -
PER MANUFACTURES SPECIFICATION
EXTEND Y ONTO POOL FLOOR
#4 DIA. REBAR @
6 O.C.E.W. IN
VANISHING EDGE 81, 16TIV
WALL15t
#4 DIA. REBAR @
1 12" O.C.E.W.
RECESS PILING 3" BOTTOM MAT
INTO BOTTOM OF
POOL FLOOR
(TYP.)
211
L-12
tEBAR
E.W. IN
ING EDGE
VANISHING EDGE DETAIL
3/8" =1' - 0"
POOL SECTION
TYPE 'O' POOL
SCALE: 3/8" = V-0"
POOL/SPA SPECIFICATIONS
DECK - BY OTHERS
#4 DIA. REBAR @
- 12" O.C.E.W.
PILING STEEL TO BE BENT
INTO POOL FLOOR AND TIED TO
TOP MAT OF STEEL
#4 DIA. REBAR @
12" O.C.E.W.
BOTTOM MAT
SIZE: 9' X 18'-211 DEPTH: Y-6" TO 4'-11"
VOLUME: 6,064 GALLONS ELEVATION DET. ON SITE
TURN OVER RATE: 2.8 HR. (a), 36 GPM MAX. - LOW SPEED
(TURN OVER RATE: 0.67 HR. (&150 GPM - HIGH SPEED)
DESIGN FLOW RATE = 6,064 GAL./6 HRS./60 MIN. =16.8 G.P.M.
TILE: STANDARD THERAPY JETS: NO
POOL FINISH: MARCITE OR EQUAL
PIPING: SCH. 40 INLETS POOL (3) SPA (THRU JETS)
DECK: PAVERS ELECTRIC: BY OTHERS
POOL LIGHT: LED SPA: LED
LADDER: NO HANDRAIL: NO
PUMP: 2.7 HP JANDY E-PUMP JEP 2.0
A.P.S.P. PUMP CERT.: CURVE A- 34 GPM (?� 1725 RPM
FILTER: JANDY CS200
CARTRIDGE - 200 SQ. FT. FILTER AREA
HEATER: 400,000 BTU GAS HEATER
VACUUM LINE: YES
POOL AREA: 159 S.F. PERIMETER 56 L.F.
SPA AREA: 36 S.F. PERIMETER 24 L.F.
PIT AREA: 36 S.F. PERIMETER 50 L.F.
AUTO -FILL: YES OVERFLOW: YES
JANDY AQUALINK W/ SPA SIDE REMOTE
rw
HEATER (GAS) - IGNAITION SWITCH
3 - #12 THHN CU WITHIN 1/2" CONDUIT
POOL PANEL W/ 80 AMP BRKR & MANUAL MOTOR STARTER SWITCH
(2) - #4 & (2) #10 GND 2.7 HP DANDY E-PUMP MOTOR w/ BUILT-IN
THHN CU IN OVERLOAD SWITCH W/ 3 - #12 THHN CU
1 1/4" RPVC CONDUIT WITHIN X" MIN. CONDUIT
GFCI PROTECTED)
ME CLOCK
S.P.S.T. TOGGLE W. P. DISCONNECT
SWITCH
POOL LIGHT 12 VOLT TRANSFORMER
(GFI NOT REQUIRED) JUNCTION BOX
(1) SPA LIGHT
(GFI NOT REQUIRED)
1. ALL ELECTRICAL TO COMPLY WITH 2O11 NATIONAL ELECTRIC CODE.
ELECTRICAL CONTRACTOR TO VERIFY ADEQUATE CAPACITY
AT POINT OF CONNECTION.
2. 3412 THHN CU WITHIN 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 GFCI PROTECTED PER NEC 680.22(B).
ELECTRICAL DIAGRAM
N.T.S.
AQUASTAR 32CDFL - 32"
CHANNEL DRAIN (316 GPM,
@ 3.9 FUSEC THRU GRATE -
SINGLE UNBLOCKABLE OR
EQUAL
FINISH PLASTER
- 32.. �f 3 3/32"
HYDROSTATIC RELIEF VALVE
PORT OR CAP OFF
31/4"�y
FLOOR
MAIN DRAIN SUCTION LINE
HYDROSTATIC RELIEF VALVE & TIED TOGETHER AS SHOWN
PERFORATED PVC COLLECTION ABOVE - PIPE SIZE PER
TUBE, WHERE REQUIRED PLAN
MIN.1/2 YARD GRAVEL SUMP
NOTE: 25.9 SQUARE INCH OPEN AREA, WRAPPED W/ DRAIN FEILD
316 GPM = 3.9 FEET PER SECOND CLOTH (RECOMMENDED)
Channel Main Drain Detail
EQUIPMENT LAYOUT
SCALE: N.T.S.
SCALE: 3/8" = V-0"
PUMP FRAME OR FILTER
TANK MOUNT OR HEATER
ANCHORPOOLPUMPAND
/FILTER PER MFGR'S. N.O.A.
/4" THICK REINFORCED CONCRETE SLAB
f \� 7" MIN.,..m,.n
F.G.
FILTER
POOL PUMP, FILTER `r
AND HEATER ANCHOR
POINTS MAY VARY
POOL EQUIPMENT ANCHORING DETAIL
SEE MFGR. SPECIFICATIONS FOR ADDITIONAL ANCHORING
INFORMATION - EQUIPMENT SHAPES MAY VARY
LEGEND
1. 3" SPA MAIN DRAIN LINE
2.3" PIT MAIN DRAIN LINE
3.2" VACUUM LINE
4.3" POOL MAIN DRAIN LINE
5.2" SKIMMER LINE
6.3" POOL RETURN LINE
7.3" RETURN TO SPA JETS
A. 3 HP PENTAIR INTELLI FLO REC. 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. 400,000 BTU GAS HEATER W/
INTERNAL BY-PASS
E. VALVES (TYPICAL)
GENERAL NOTES:
1. ALL LIGHTS, LADDERS, IIANDRAILS, REINFORCING STEEL SHALL BE
GROUNDED PER CODE.
,. 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 SHALL
BE BENT, LAPPED AND PLACED IN ACCORDANCE WITH ACI STANDARDS,
4. GRATE IN MAIN DRAIN SHALL HAVE A FREE AREA OF 4 TIMES THE AREA OF
THE SUCTION LINE.
5. STEPS TO HAVE A 10" MINIMUM TREAD AND A 12" MAXIMUM RISER.
6. POOL TO BE FENCED PER LOCAL CODES.
7. GATES TO BE SELF -LATCHING, SELF -CLOSING AND LOCKABLE.
S. DESIGN, CONSTRUCTION AND WORKMANSHIP SHALL BE IN CONFORMITY
WITH THE REQUIREMENTS OF ANSI/ NSPI 3: ANSI/ NSPI 4; ANSI/ NSPI 5;
ANSI/ NSPI 6; AND ANSI/APSP 7 2006 AND ANSUAPSP.ICC-15 2011.
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-DEPLETABLE ON -SITE RECOVERED SOURCES COMPUTED OVER AN
OPERATING SEASON ARE EXEMPT FROM THIS REQUIREMENT.
10. ALL FEATURES OF THE POOL/SPA SHALL BE INSTALLED IN COMPLIANCE WITH
THE FBC FIFTH EDITION (2014) - RESIDENTIAL, SECTION R4101-PRIVATE
SWIMMING POOL AND LOCAL AMENDMENTS, IF ANY.
11. RESIDENTIAL SWIMMING POOL BARRIER SHALL COMPLY WITH FBC FIFTH
EDITION (2014) - RESIDENTIAL CHAPTER 45 - PRIVATE SWIMMING POOL.
12. POOL CONTRACTOR/OWNER BUILDERS TO VERIFY ALL POOL DIMENSIONS,
POOL LOCATION AND SETBACKS PRIOR TO CONSTRUCTION.
(CONTACT ENGINEER IF ANY DISCREPANCIES OCCUR)
13. POOL PLANS ARE DESIGNED TO MEET THE FBC FIFTH EDITION (2014) -
RESIDENTIAL - PRIVATE SWIMMING POOLS.
i4. ENTRAPMENT PROTECTION FOR SUCTION OUTLETS SHALL BE INSTALLED IN
ACCORDANCE WITH REQUIREMENTS OF ANSI/APSP 7-2006 AND FBC FIFTH
EDITION (2014) - RESIDENTIAL CHAPTER 45.
PLUMBING NOTES:
1. ALL PIPING, EQUIPMENT AND MATERIALS USED IN THE PLUMBING SYSTEM OF
SWIMMING POOLS THAT ARE BUILT IN PLACE SHALL CONFORM TO THE FBC
FIFTH EDITION (2014), PLUMBING, CHAPTER 45 - PRIVATE SWIMMING
POOLS.POOL PIPING SHALL BE DESIGNED SO THE WATER VELOCITY WILL NOT
EXCEED 6 FT/SEC ON BRANCH SUCTION LINES, 8 FUSEC. ON SUCTION LINES
AND 10 FT/SEC. PRESSURE LINES.
2. 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.
3. WHERE CHECK VALVES ARE INSTALLED, THEY SHALL BE OF THE SWING OR
VERTICAL CHECK PATTERN.
4. 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.
5. ALL POOL PIPING SHALL BE 1.5" SCH. 40 PVC EXCEPT AS SHOWN AND SHALL
BEAR THE H.S.P. SEAL OF APPROVAL.
6. THIS POOL/SPA IS DESIGNED TO WITHSTAND HYDROSTATIC UPLIFT FORCES
WHEN EMPTY, FOR WATER TABLE UP TO 3'-0" 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.
7. WATER SUPPLY AND DISPOSAL SHALL BE ARRANGED SO THERE IS NO CROSS
SUCTION WITH A DOMESTIC WATER SUPPLY OF WATER DISPOSAL.
1. UNLESS 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 BACKFLOW PROTECTION.
NO OVER -THE -RIM FILL SPOUT WILL BE ACCEPTED UNLESS LOCATED UNDER
A DIVING BOARD, OR PROPERLY GUARDED.
9. ALL POOL/SPA 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 OR AIR PRESSURE TEST OF NOT LESS THAN 35 PSI FOR 15
MINUTES.
10. JOINTS AND CONNECTIONS SHALL BE MADE AS REQUIRED BY THE FLORIDA
BUILDING CODE, PLUMBING.
11. ALL WATER HEATING EQUIPMENT SHALL BE INSTALLED WITH FLANGES OR
UNION CONNECTION ADJACENT TO THE HEATER
12. PURPLE PRIMER REQUIRED ON ALL PVC PIPING PER FBC FIFTH EDITION (2014)
605.21.
13. GAS PIPING SHALL COMPLY WITH FLORIDA BUILDING CODE FUEL GAS.
(SEPARATE PLANS AND PERMIT REQUIRED)
14. SWIMMING POOL/SPA WATER HEATERS SHALL BEAR THE LABEL OF A
RECOGNIZED TESTING AGENCY.
15. PROVIDE BACK FLOW PREVENTOR ON WATER SUPPLY.
POOL SYSTEM FLOW RATE: 150 GPM
(MAXIMUM FLOW FROM PUMP CURVE)
REC./ THERAPY PUMP = 2.7 HP JANDY E-PUMP JEP 2.0
VARIABLE SPEED - LOW SPEED = 36 GPM MAX.
HIGH SPEED =150 GPM @ 40 TDH
3" SUCTION PIPE @ 150 GPM = 6.63 FT./SEC.
(8 FT./SEC. MAX. - SUCTION LINES)
2.5" BRANCH PIPE @ 75 GPM = 5.13 FT./SEC.
(6 FT./SEC. MAX. - PRESSURE LINES)
3" PRESSURE PIPE @ 150 GPM = 6.63 FT./SEC.
(10 FT./SEC. MAX. - PRESSURE LINES)
CARTRIDGE FILTER =16.8 GPM @ 0.375 GPM/ SQ. FT.
= 44.8 SQ. FT. FILTER AREA
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DRAWN BY:
MAP
CHECKED BY:
WJC
DATE:
1-10-17
SCALE:
AS NOTED
JOB NUMBER:
16 - 661
SHEET
2 OF 2
m
SITE PLAN\�l
V
DIAMOND SANDS, PLAT NO. Z LOT 1 �
+E SAINT LUCIE COUNTY, FL D IDA
COASTAL CONSTRUCTION CONTROL LINE
AS RECORDED IN PLAT BOOK 215, PAGE
26-261, PUBLIC RECORDS OF ST. LUCIE
--,\
COUNTY, FLORIDA. RECORDED SEPT. 15.
1988.
FLOOD ZONE _
AE ELEV 7'
_ - --- ` ST. LUCIE COUNTY PARK
FND 4X4 CM
LB # 959 _
\ 7 N 1087768.274 ` \
\ E 906476.241
10° E AND
ELEV WALL
3.01' AE
y a \ LL EASEMENT
EDGE OF PAVEMENT _ SET 3/8 IRC N 89056"21 E
\ 5 W -LB # ft3-
t)9.29-
CONSERVArION
. .
ski
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- . ' � �7.�h3�lY Irl • • tr ���
- � 1�'711°I I11111111 loll IBM
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'. ��. Illlllfbl �n3'�I■II P �'
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4
COASTAL CONSTRUCTION CONTROL LINE
(1972 CCCL) PER WEATHERINGTON &
KIRBY SURVEY, FILE NUMBER 81-205L,
/DATED 6-30-81 (PLAT BOOK 16, PAGES
FLOOD ZONE
VE ELEV 11'
Oh
'
1
,a
t
f
1
O�
FND 4X4 CM 2 xh \
LB # 959 i
1'0
\'�'
\'\\J
10�\ \
L T l �(
51363. SQ. FT. R 93
\ 1.18 CRES BRAss OAp
IN PIPE \ 7
FND se IRC
IINR ABLE
11.54'
1
89*58'14" W
ry105.86' 1
MIN, SUBACK REQ.
IFRONT
i SIDES
CNR SIDES
REAR s1=<
7NG. 1 1P
f TECH C°�Q _
MEAN HIGH WATER LINE
LOCATED ON JUNE 15, 2016, 10:30AM
ELEVATION 0.50 (NAVD OF 1988)
CONVERT TO NGVD OF 1929 IS (+1.49)
�6 � DO
,op N 3 2 oh
55.56 \ 59.5 r C�
x*A• _ \
S\
oo
s
1
s
3.15 \ \ 54161'\ \m\ \
/ Nll.l / / J j f%5.81/ \ I 17.j�/
5,43 � LsaBx xRANSFcuuM
LB # 959 � SET 5/8 IRC 14• � �,
\ 1. »�. ny P a \ (A \ SEAWARD MOST SEASONAL HIGH WATER LINE
\ \ \ \ LO
10' UTILITY EABE LB # 7903 \ PREVIOUSLY ESTABUSHED SEAWARD \O lP DUNE GRASSES Q •,� ELEV. 5.35 NAVD OF 1988. \
UMIT OF ALLOWABLE CONSTRUCTION
1 ' AD % I Ci (ORB 2334. PAGE 1188) 40' LANDWARD of the 1972 CCCL \ fJf\ .p► \N Q- -� LOCATED JUNE 15, 2016, 10: OOAM
UNREADABL \ 10' PIPELINE EASENENT. \ �\ LOT 2 V3 #A OU o+OLA (31
\ ' \ (ORB 1734. PAGE 616) \ Tyy •i W cfl.
N 1087670.801
t� \ 906524.311 wit► \ 16.78' C �\ �► CI
�p\\ \ `�\ 5.90'
54.99' 47.68' / 160.67' 25.09' �/ ' 83'00'
N89'58'14"E 400.86'
\ 5 \ -
\ ` Z FLOOD ZONE
N \ C.ONIEERVIkTKHV \ u9 FLOOD ZONE _ \ \ \ �� VE ELEV 11
A \ ;�+T A SkIlEMENT _ $�� AE ELEV 7' - --�
__ - -- L
y FIVD , o IRC
UNREADABLE
GLOBAL POSITIONING SYSTEM (GPS)NOTES
1. G.P.S. SURVEY METHOD: REAL TIME KINEMATIC (RTK) '� WT 45
2. G.P.S. RECEIVER TYPE: TWO (2) DUAL FREQUENCY TOPCON HIDER GA-12 53.77' 39.7(a CANT)
_ _ _5'_ _ _
CHANNEL (1-1 & L21. FOUND 4"X4" CM
STAMPED "L.B. 1 9 w -
3• THE ORIGINAL GPS RTK MEASUREMENTS, JUNE 15, 2016. TWO TOPCON DUAL A6
FREQUENCY GPS RECEIVERS EQUIPPED WITH RTSI4 (REAL TIME g822 1 \
MEASUREMENT CAPABILITIES) WERE USED TO GATHER GPS DATA. TYPICALLY U 5 g6
A BASE RECEIVER IS SET UP ON AN ESTABLISHED CON FROL STATION WHILE A \ \ COASTAL CONSTRUCTION CONTROL LINE
ROVING RECEIVER LOCATES EXISTING MONUMENTS, IMPROVEMENTS AND/OR Z i AS RECORDED IN PLAT BOOK 26, PAGE
t,t tS O \ v' 26-261, PUBLIC RECORDS OF ST. LUCIE
Lo
TOPOGRAPHIC DATAAND CONTROL THROUGHOUT THE PROJECT AREA tJ NO\ O COUNTY, FLORIDA. RECORDED SEPT. 15,
REAL-TIME COORDINATE COMPUTATIONS AND PRECISION INFORMATION ARE LO O 1988
DETERMINED VIA RADIO / MODEM LINK WITH THE BASE STATION AND `p" \ ✓ \
RECORDED AS THREE DIMENSIONAL (313) POSITIONS.
4. G.P.S. SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED USING
CARLSON SURVEY STANDALONE, SURVEY+. 01
5. THE HORIZONTAL TARGET ACCURACY FOR THIS SURVEY IS AS FOLLOWS:
HORIZONTAL: 1 OMM + 1 PPM (RMS) \ \�. R 94
VERTICAL: 20MM + 1PPM (RMS). \ \ \ BRASS CAP
\ =17238.75 IN PIPE
R=17188.75' R
A=00'39'5Q"
L=199.77'pp
0=00'36'04"
L=180.09' �t,)
FOUND 4"X4" CONCRETE MONUMIENT 1(R/W MAP)(C) 1 ` SOUTH LINE OF
STAMPED "PRM #3859 53.54'(C) \ / SECTION 27
_ (BEARING BASE) '' FOUND IRON ROD IN PAVE NT CUT-OU"
212.13'(MEAS<jRED FOUND 4"X4" CONCRETE MONUMENT (0.2' SOUTH, AND 0.3' EAS T
N89'56'21''L STAMPED "PRM #3859 OF CALCULATED CENTERLINE TERSECTIIN)
ELEVATION "0" CONTOUR LINE
OM NAVD OF 1088
MEAN HIGH WATER LINE LOCATED AT ELEVATION 2.00
=EET N.G.V.D. 1929 AS PROVIDED BY FLORIDA
DEPARTMENT OF ENVIRONMENTAL PROTECTION, AND
=1ELD LOCATED ON SEPTEMBER 13-19, 2005.
Clouser Report
6/19/2016
NORTHING EASTING
BEARING DISTANCE
1083316.651 912095.456
S 89'56'21" W 318.944
1083316.312 911776.512
N 19'38'38" W 5077.471
1088098.277 910069.605
S 26'41'17" E 581.186
1087579.008 910330.636
RADIUS: 17238.750 LENGTH:
1568.571 CHORD: 1568.030
DELTA: 05'12'48"
CHORD BRG: S 24'13'38" E
PC-R: S 63'09'58" W PT-R:
S 68'22'46" W
RADIUS POINT: 1079797.330,894948.179 TANGENT: 784.827
1086149.082 910974.087
S 21'37'14" E 1546.600
1084711.294 911543.944
S 21'34'35" E 1499.732
1083316.651 912095.456
Closure Error Distance> 0.03
Total Distance> 10592.504
Polyline Area: 990044.60 sq ft,
22.73 acres
2 6 SECTION CORNER
34 35
V A1A
1
5 Cq �
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ORANGE AVENUE
E WOPO EDWARDS RD.
gcEE N
0
772 WHITE CITY ROAD -9
�F A1A
PRIMA VISTA BLVD.
o�
SITE
LOCATION MAP
NOT TO SCALE
STREET ADDIREMS
7900 SOUTH OCEAN DRIVE, JENSEN BEACH, FL. 34957
LEGAL DESCRIPTION
BEING A PARCEL OF LAND LYING OVER A PORTION OF SECTION
27, TOWNSHIP 36 SOUTH, RANGE 41 EAST, ST. LUCIE COUNTY,
FLORIDA; SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS
FOLLOWS:
BEING ALL OF LOT 1, 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.
SAID PARCEL CONTAINING 0.64 ACRES, MORE OR LESS.
GENERAL NOTES
THE BEARINGS SHOWN HEREON ARE BASED UPON THE WEST
BOUNDARY OF DIAMOND SANDS PLAT NO. 2 AS RECORDED IN PLAT
BOOK 54, PAGES 40-46, ST. LUCIE COUNTY PUBLIC RECORDS.
2. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN
LOCATED AND SHOWN HEREON.
THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND
FOUNDATIONS WHICH MAY OCCUPY LANDS OF OTHERS.
4. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN
LOCATED ON THIS SURVEY.
5. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS
IN ZONE "AE-7" AND "VE-11". ACCORDING TO THE FLOOD
INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111C 0303 J,
EFFECTIVE DATE FEBRUARY 16, 2012. THE EXACT DESIGNATION CAN
ONLY BE DETERMINED BY AN ELEVATION CERTIFICATE.
6. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE
SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
SURVEYOR & MAPPER.
7. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY
OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED
WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES.
8. INFORMATION SHOWN HEREON IS BASED ON PLATTED AND FIELD
MEASURED DATA.
9. THE LAST DATE OF FIELD WORK WAS JUNE 15, 2016.
10. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE
FOR RIGHTS -OF -WAY, EASEMENTS OF RECORD, OWNERSHIP,
ABANDONMENT'S DEED RESTRICTIONS OF MURPHY ACT DEEDS.
11. ELEVATIONS SHOWN HEREON ARE IN FEET AND BASED UPON
NORTH AMERICAN VERTICAL DATUM OF 1988.
LEGEND & ABBREVIATIONS
AVE
AVENUE
NO OR #
NUMBER
BM OR #,j�
BENCHMARK
NTS
NOT TO SCALE
ERG
BEARING
(P)
PLAT DATA
(C)
CALCULATED FROM
ORB
OFFICIAL RECORDS BOOK
FIELD MEASUREMENTS
POE
POINT OF BEGINNING
C/L
CENTERLINE
POC
POINT OF COMMENCEMENT
PG.
PAGE
CM
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PRIM
PERMANENT REFERENCE
CO.
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MONUMENT
DEG OR '
DEGREE
R
RADIUS
FDOT
FLORIDA DEPARTMENT
RD
ROAD
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RR
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GPS
GLOBAL POSITIONING SYSTEM
R/W
RIGHT-OF-WAY
ID
IDENTIFICATION NUMBER
SA
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IP
IRON PIPE_
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STATE ROAD
IR
IRON ROD
ST
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DRAWN BYI CA
CHECKED BY: CA
DATE1 JUNE 18, 2016
HORIZONTAL SCALE,
1'=30'
NOT VALID WITHOUT THE SIGNATUR
AND ORIGINAL RAISED SEAL OF A
FLORIDA LICENSED SURVEYOR &
MAPPER.
SEAL
�CHARLES ARNOLD
PROFESSIONAL SURVEYOR & MAPPE
FLORIDA LICENSE NO. 4971
PRINTED DATE
JFittI 1 ut-
PROJECT NO. 16-522