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LEGEND & ABBREVIATIONS
O.R.B. -
OFFICIAL RECORDS BOOK
U.E.-
UTILITY EASEMENT
D.E.-
DRAINAGE EASEMENT
�-
CENTERLINE
(D)-
DEED
(M)-
MEASURED
(C)-
CALCULATED
R.C.P.-
REINFORCED CONCRETE PIPE
L.B. -
LICENSED BUSINESS
C.B.S.-
CONCRETE BLOCK & STUCCO
CONC.
CONCRETE
ID -
IDENTIFICATION
EL-
ELEVATION
F.F.E.-
FINISH FLOOR ELEVATION
®-
WELL
FIRE HYDRANT
LOCATION MAP
(NUT TO SCALE)
GRAPHIC SCALIs
20 0 20
( IN FEET )
1 inch = 20' ft.
DESCRIPTIONGo
'
PARCEL 1: BEGIN AT THE
SOUTHEASTERLY CORNER OF LOT 8, BLOCK 26, OF INDIAN RIVER ESTATES,
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UNIT 5, AS RECORDED IN
PLAT BOOK 10, PAGE 58, OF THE PUBLIC RECORDS
OF ST. LUCIE
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COUNTY, FLORIDA; THENCE
RUN SOUTH 75`51'39" WEST, A DISTANCE OF 26.90
FEET, TO THE POINT
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OF BEGINNING; THENCE CONTINUE SOUTH 76'51'39" WEST, A DISTANCE OF 116
.08 FEET; THENCE
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RUN NORTH 16`26'36" WEST, A DISTANCE OF 84.12 FEET; THENCE RUN NORTH
54`12'00" EAST, Aj
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DISTANCE OF 80.00 FEET;
THENCE RUN SOUTH 35`48'00" EAST, A DISTANCE OF
122.14 FEET, TO
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THE POINT OF BEGINNING.
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PARCEL 2: BEGIN AT THE SOUTHEASTERLY CORNER OF LOT 8, BLOCK 26, OF INDIAN RIVER ESTATES,
UNIT 5, AS RECORDED IN PLAT BOOK 10, PAGE 68, OF THE PUBLIC RECORDS OF ST. LUCIE
COUNTY, FLORIDA; THENCE RUN SOUTH 75`51'39" WEST, A DISTANCE OF 142,98 FEET TO THE POINT
OF BEGINNING; THENCE CONTINUE SOUTH 75'51'39" WEST, A DISTANCE OF 125,43 FEET, TO A POINT
ON A CURVE CONCAVE TO THE WEST, HAVING A RADIUS OF 380.86 FEET; THENCE RUN NORTHERLY
ALONG SAID CURVE HAVING AN INTERIOR ANGLE OF 13`33'22" AND A LENGTH OF 90.11 FEET;
THENCE RUN NORTH 78`23'19" EAST, A DISTANCE OF 128.13 FEET; THENCE RUN SOUTH 16`26'36"
EAST, A DISTANCE OF 84.12 FEET TO THE POINT OF BEGINNING.
PARCEL 3: BEGINNING AT THE NORTHWESTERLY CORNER OF LOT 10, BLOCK 26, INDIAN RIVER
ESTATES, UNIT 5, AS RECORDED IN PLAT BOOK 10, PAGE 58 OF THE PUBLIC RECORDS OF ST.
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LUCIE COUNTY, FLORIDA; THENCE RUN NORTH 58'11' EAST, A DISTANCE OF 106,74 FEET; THENCE
RUN SOUTH 35`48' EAST, A DISTANCE OF 152.44 FEET; THENCE RUN SOUTH 78`23'19" WEST, A
DISTANCE OF 128.13 FEET TO A POINT ON A CURVE CONCAVE TO THE WEST, HAVING A RADIUS OF
380.86 FEET; THENCE RUN NORTHERLY ALONG SAID CURVE HAVING AN INTERIOR ANGLE OF 07'05'55"
AND A LENGTH OF 47.19 FEET; THENCE RUN NORTH 31`49' WEST, A DISTANCE OF 60.75 FEET, TO
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THE POINT OF BEGINNING,
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PARCEL 4: BEGIN AT THE NORTHWESTERLY CORNER OF LOT 10, BLOCK 26, OF INDIAN RIVER
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ESTATES, UNIT 5, AS RECORDED IN PLAT BOOK 10, PAGE 58 OF THE PUBLIC RECORDS OF ST.
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LUCIE COUNTY, FLORIDA; THENCE RUN NORTH 58`11' EAST, A DISTANCE OF 106.74 FEET, TO THE
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POINT OF BEGINNING, THENCE CONTINUE NORTH 58`11' EAST, A DISTANCE OF 35.08 FEET; THENCE
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RUN NORTH 5412' EAST, A DISTANCE OF 45.00 FEET; THENCE RUN SOUTH 3548' EAST, A DISTANCE
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OF 150.00 FEET; THENCE RUN SOUTH 54`12' WEST, A DISTANCE OF 80.00 FEET; THENCE RUN
NORTH 35`48' WEST, A DISTANCE OF 152.44 FEET, TO THE POINT OF BEGINNING.
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SURVEYOR'S NOTES
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1. THIS SURVEY MAP OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND THE
ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
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2. ALL MEASUREMENTS ARE BASED ON THE UNITED STATES SURVEY FOOT (SHOWN IN FEET AND
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DECIMAL FORMAT) UNLESS OTHERWISE SPECIFIED.
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3. THE SOUTHERLY RIGHT OF WAY LINE EAST MIDWAY ROAD IS ASSUMED TO BEAR NORTH 58"11`00"
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EAST AND ALL OTHER BEARINGS SHOWN HEREON ARE RELATIVE THERETO.
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4. ONLY THOSE SPECIFIC IMPROVEMENTS SHOWN HEREON HAVE BEEN FIELD LOCATED. NO OTHER
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UNDERGROUND FIXED IMPROVEMENTS HAVE BEEN LOCATED.
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5. THE HORIZONTAL LOCATION OF NON -DIMENSIONED FEATURES ARE PLOTTED TO SCALE, UNLESS
NOTED OTHERWISE.
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S. AN ASSESSMENT OF ENVIRONMENTAL CONCERNS, IF EXISTENT, WAS NOT PERFORMED AS A PART
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OF THIS SURVEY,
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7. OVERALL PARCEL CONTAINS 1.08 ACRES, MORE OR LESS.
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8. SYMBOLS SHOWN WITHIN THIS DRAWING ARE NOT SCALE DEPENDENT.
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9. ATTENTION IS DIRECTED TO THE FACT THAT THIS DRAWING MAY HAVE BEEN ALTERED IN SIZE BY
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REPRODUCTION, THIS MUST BE CONSIDERED WHEN OBTAINING SCALED DATA,
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10. THE LAST DATE OF FIELD WORK WAS OCTOBER 22, 2019.
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11. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR
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PARTIES ARE PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES.
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12. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY CIVILSURV DESIGN GROUP, INC., FOR
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RIGHTS -OF -WAY, EASEMENTS, OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD.
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13. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM OF 1988
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(NAVD 88).
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CERTIFIED TO
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LEO MASHAW
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JULIE L. SEITZINGER
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SURVEYOR'S CERTIFICATE
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I HEREBY CERTIFY THAT THE AS -BUILT SURVEY, AS SHOWN HEREON, IS A TRUE AND CORRECT
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REPRESENTATION OF A FIELD SURVEY MADE UNDER MY DIRECTION AND CHARGE AND SAID
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SURVEY IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE AND BELIEF. I FURTHER
CERTIFY THAT SA0 SURVEY COMPLIES WITH THE APPLICABLE STANDARDS OF PRACTICE FOR
SURVEYS SET FOR.TH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN
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CHAPTER. 5J-17, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA
STATUTES,
SCANNED
CIVILSURV DESIGN GROUP, INC.
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BY: BRIAN C. KIERNAN DATE OF SIGNATURE
PROFESSIONAL SURVEYOR .c MAPPER / 9D7 (� /,AnC
FLORIDA REGISTRATION NO. 6101 7 / ``�y
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_ ST.LUCIE COUNTY a
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LEGEND & ABBREVIATIONS
O.R.B. -
OFFICIAL -RECORDS BOOK
U.E.-
UTILITY EASEMENT
D.E.-
DRAINAGE EASEMENT
rL-
CENTERLINE
DEED
0-
-
MEASURED
(C)-
CALCULATED
R.C.P.-
REINFORCED CONCRETE PIPE
L.Q. -
LICENSED BUSINESS
C.B.S.-
CONCRETE BLOCK. & STUCCO
CONC.-
CONCRETE
ID -
IDENTIFICATION
EL-
ELEVATION
F.F.E.-
FINISH FLOOR ELEVATION
®-
WELL
FIRE HYDRANT
DESCRIPTION
LOCATION MAP
(NOT TO SCALE)
GRAPHIC SCALE
20 0 20
( IN FEET )
1 inch = 20' fi
PARCEL 1: BEGIN AT THE SOUTHEASTERLY CORNER OF LOT 8, BLOCK 26, OF INDIAN RIVER ESTATES,
UNIT 5, AS RECORDED IN PLAT BOOK 10, PAGE 58, OF THE PUBLIC RECORDS OF ST. LUCIE
COUNTY, FLORIDA; THENCE RUN SOUTH 75'51'39" WEST, A DISTANCE OF 26.90 FEET, TO THE POINT
OF BEGINNING; THENCE CONTINUE SOUTH 76'51'39" WEST, A DISTANCE OF 116 .08 FEET; THENCE
RUN NORTH 16'26'36" WEST, A DISTANCE OF 84.12 FEET; THENCE RUN NORTH 5412'00" EAST, A
DISTANCE OF 80.00 FEET; THENCE RUN SOUTH 35'48'00" EAST, A DISTANCE OF 122.14 FEET, TO
THE POINT OF BEGINNING.
PARCEL 2: BEGIN AT THE SOUTHEASTERLY CORNER OF LOT 8, BLOCK 26, OF INDIAN RIVER ESTATES,
UNIT 5, AS RECORDED IN PLAT BOOK 10, PAGE 68, OF THE PUBLIC RECORDS OF ST. LUCIE
COUNTY, FLORIDA; THENCE RUN SOUTH 75'51'39" WEST, A DISTANCE OF 142.98 FEET TO THE POINT
OF BEGINNING; THENCE CONTINUE SOUTH 75'51'39" WEST, A DISTANCE OF 125.43 FEET, TO A POINT
ON A CURVE CONCAVE TO THE WEST, HAVING A RADIUS OF 380.86 FEET; THENCE RUN NORTHERLY
ALONG SAID CURVE HAVING AN INTERIOR ANGLE OF,1.3*33'22" AND_,P_LEN_TtL OF_ 90.1 1 FEET;.____
THENCE RUN NONTR 78'23'19- EAST, A- DISTANCE OF 128.13 FEET; THENCE RUN SOUTH 16'26'36"
EAST, A DISTANCE OF 84.12 FEET TO THE POINT OF BEGINNING.
PARCEL 3: BEGINNING AT THE NORTHWESTERLY CORNER OF LOT 10, BLOCK 26, INDIAN RIVER
ESTATES, UNIT 5, AS -RECORDED IN PLAT BOOK 10, PAGE 58 OF THE PUBLIC RECORDS OF ST.
LUCIE COUNTY, FLORIDA: THENCE RUN NORTH 58'11' EAST, A DISTANCE OF 106.74 FEET; THENCE
RUN SOUTH 35.48' EAST, A DISTANCE OF 152.44 FEET; THENCE RUN SOUTH 78'23'19" WEST, A
DISTANCE OF 128.13 FEET TO A POINT ON A CURVE CONCAVE TO THE WEST, HAVING A RADIUS OF
380.86 FEET; THENCE RUN NORTHERLY ALONG SAID CURVE HAVING AN INTERIOR ANGLE OF 07'05'55"
AND A LENGTH OF 47.19 FEET; THENCE RUN NORTH 31'49' WEST, A DISTANCE OF 60.75 FEET, TO
THE POINT OF BEGINNING.
PARCEL 4: BEGIN AT THE NORTHWESTERLY CORNER OF LOT 10, BLOCK 26, OF INDIAN RIVER
ESTATES, UNIT 5, AS RECORDED IN PLAT BOOK 10, PAGE 58 OF THE PUBLIC RECORDS OF ST.
LUCIE COUNTY, FLORIDA; THENCE RUN NORTH 58'11' EAST, A DISTANCE OF 106.74 FEET, TO THE
POINT OF BEGINNING; THENCE CONTINUE NORTH 58'11' EAST, A DISTANCE OF 35.08 FEET; THENCE
RUN NORTH 54'12' EAST, A DISTANCE OF 45.00 FEET; THENCE RUN SOUTH 35'48' EAST, A DISTANCE
OF 150.00 FEET; THENCE RUN SOUTH 54.12' WEST, A DISTANCE OF 80.00 FEET; THENCE RUN
NORTH 35'48' WEST, A DISTANCE OF 152.44 FEET, TO THE POINT OF BEGINNING.
SURVEYOR'S NOTES
1. THIS SURVEY MAP OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND THE
ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
2. ALL MEASUREMENTS ARE BASED ON THE UNITED STATES SURVEY FOOT (SHOWN IN FEET AND
DECIMAL FORMAT) UNLESS OTHERWISE SPECIFIED.
3. THE SOUTHERLY RIGHT OF WAY LINE EAST MIDWAY ROAD IS ASSUMED TO BEAR NORTH 58'11'00"
EAST AND ALL OTHER BEARINGS SHOWN HEREON ARE RELATIVE THERETO.
4. ONLY THOSE SPECIFIC IMPROVEMENTS SHOWN HEREON HAVE BEEN FIELD LOCATED. NO OTHER
UNDERGROUND FIXED IMPROVEMENTS HAVE BEEN LOCATED.
5. THE HORIZONTAL LOCATION OF NON -DIMENSIONED FEATURES ARE PLOTTED TO SCALE, UNLESS
NOTED OTHERWISE.
6. AN ASSESSMENT OF ENVIRONMENTAL CONCERNS, IF EXISTENT, WAS NOT PERFORMED AS A PART
OF THIS SURVEY.
7. OVERALL PARCEL CONTAINS 1.08 ACRES, MORE OR LESS.
8. SYMBOLS SHOWN WITHIN THIS DRAWING ARE NOT SCALE DEPENDENT.
9. ATTENTION IS DIRECTED TO THE FACT THAT THIS DRAWING MAY HAVE BEEN ALTERED IN SIZE BY
REPRODUCTION. THIS MUST BE CONSIDERED WHEN OBTAINING SCALED DATA.
10. THE LAST DATE OF FIELD WORK WAS APRIL 8, 2019.
11. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR
PARTIES ARE PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES.
12. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY CIVILSURV DESIGN GROUP, INC., FOR
RIGHTS -OF -WAY, EASEMENTS, OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD.
13. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM OF 1988
(NAVD 88).
CERTIFIED TO
LEO MASHAW
JULIE L. SEITZINGER
SURVEYOR'S CERTIFICATE
1 HEREBY CERTIFY THAT THE BOUNDARY AND TOPOGRAPHIC SURVEY, AS SHOWN HEREON, IS A
TRUE AND,CORRECT-_REPRESENTATION OF A FIELD SURVEY MADE UNDER MY DIRECTION AND
CHARGEFAND-.SAID SURVEY IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE AND
BELIEF`:LTURTi1ER-.CERTIFY THAT SAID SURVEY COMPLIES WITH THE APPLICABLE STANDARDS
OF &,GTIGE FU" t %YUKVEYS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS
ANC MAMRS IN CHAPTER: 5J-17, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION
476.027, FLORIDA- STATUTES. SCANNE
CIVILSURV ESIGN GROUP, INC.o� u
DSq� BY
St. Lucie Coo*
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SHEET NO.
1
OF
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BY: BRIAN C. KIERNAN
PROFESSIONAL SURVEYOR & MAPPER
FLORIDA REGISTRATION NO. 6101
OF
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DRAWN BY:
CLC
CHECKED BY:
WJC
DATE:
6-27-19
SCALE:
AS NOTED
JOB NUMBER:
19 - 443
SHEET
1 OF 2
CON'PROL JOINTS REQUIRED: SAW CUT 1" DEEP
NV'11'H IN 4 TO 6 HOURS OF DECK PLACEMENT AT
IT-0" MAX. SPACING.
4" THICK CONC. DECK W/ 6" X 6"
CONCRETE -10/10 WIRE MESH OR FIBER MESH CONC.
OVERPOUR
COPING SLOPE DECK(o}Y:' MAX. PER FOOT
3" �,I
7)--.CLEAN FILL COMPACTED TO
95 % MAX. DRY DENSITY
UNDER DECK ONLY
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2 -#3 DIA. REBAR
TOP OF BEAM
MARCITE
" 3 3
REINFORCING STEEL
OR EQUAL
#3 DIA. REBAR ®12" O.C.E.W.
I
WALLS & FLOOR
6"
RAD11U5
I_
VARIES
TYPICAL WALL SECTION
14"
PREDUCED TO l"
AN I AND RUN TO DECK
/ BOX
2" SCH 40PVC CORD
LI:II IJGH'1' SLEEVE
SP 10-22 WALL
FITTING - OR EQUAL
INSTALLED INSIDE PIPE
LED LIGHT DETAIL
2„
GRADE LOT TO SLOPE
AWAY FROM POOL DECK
-- %8:
2500 PSI CONC. W/ 6" X 6" -
10/10 W.M. OR 2500 PSI
FIBER MESH CONC.
8" X 12" MONO
12" FOOTING W/
3 - #3 DIA. OR
2 - #4 DIA. OR
1 - #5 DIA.
THICKENED EDGE DETAIL
WHEN APPLICABLE)
NOTE: ALL CONTROL JOINTS WITHIN
BONDING GRID AREA TO BE FILL
W/ ULTRAVIOLET RESISTANT
SILICON CAULK
18" MIN: 24" MAX.
(ENTIRE. PERIMETER)
W.L.
4" - 6#S SOLID COPPER BOND _BELOW
IRE W1 APPPL CLAMPS NE ON EACH SIDEDE OFPOOLATOTAL)I I III I I I I- SUB -GRADE
D
4" THICK x 3' WIDE 2500 P.S.I.
CONCRETE SLAB W/(1) #0 BARE COPPER WIRE
(UNDERSLAB)
BONDED TO POOL STEEL AS SHOWN
EOUIPOTENTIAL BONDING DETAIL
PER FLORIDA BUILDING CODE ADAPTATION OF
N.E.C. 2014 SEC. 680.26
P.wvIIRe•euD
VACUUM FITTING W/
SELF -CLOSING SAFTY COVER
(HAYWARD MODEL #400)
VACUUM LINE DETAIL
611 4'
#3 DIA. REBAR @ 6" O.C.E.W.
IN SUN SHELF AREA
COMPACTED
CLEAN FILL
BENCH SECTION
10.5
10.5"
10.5"
12", 12"
ON
6"
STEP SECTION
r
CLEAN
COMPACTED
SOIL
V3 DIA, REBAR @ 6"
O.C.E.W. IN SUN
SHELF/STEP AREA
4 �I' MIN.
SKIMMER COVER W/ I/ WRAP(2)#3 DIA. AROUND
ADJUSTABLE COLLAR SKIMMER, TIED TO POOL STEEL
M'ATER LINE
T LEAF BASKET
• TO POOL PUMP
•r 25 GPM MIN. FLOW
EQUALIZERLINE
'•� ' WHEN REQUIRED
SKIMMER DETAIL
28'
10.5"
4' 19' 5'
W.L. I� ..f
SUN SHELF SECTION
SCALE: 1/4" = V-0"
3' 9.5'
SLOPE 1' 5'
POOL SECTION
TYPE 'O' POOL
POOL PANEL W/ 30 AMP
(100% RATED) 2-POLE BREAKER
(3) - #10 &(1) #12 GROUND -►-
THIN CU IN 1/2" RPVC S.P.S.T. TOGGLE
CONDUIT SWITCH
(2) LED POOL LIGHTS
(GFI NOT REQUIRED)
POOL SYSTEM FLOW RATE: 120 GPM
(MAXIMUM FLOW FROM PUMP CURVE)
REC. PUMP =1.5 HP JANDY FLO PRO FHPM
DUAL SPEED - LOW SPEED = 36 GPM MAX.
HIGH SPEED =120 GPM @ 25 TDH
3" SUCTION PIPE @ 120 GPM = 5.29 FT./SEC.
(8 FTJSEC. MAX. - SUCTION LINES)
2.5" BRANCH PIPE @ 60 GPM = 4.10 FT./SEC.
(6 FT./SEC. MAX. - SUCTION LINES)
2.5" PRESSURE PIPE @ 120 GPM = 8.20 FT./SEC.
(10 FT./SEC. MAX. - PRESSURE LINES)
CARTRIDGE FILTER =120 GPM @ 1 GPM/ SQ. FT.
= 120 SQ. FT. MIN. FILTER AREA
MANUAL MOTOR STARTER SWITCH
1.5 HP REC. PUMP MOTOR w/ BUILT-IN
OVERLOAD SWITCH W/ 3 - #10 THHN
CU WITHIN Id" MIN. CONDUIT
(CONNECT TOP 20 AMP - 2 POLE GFCI
BREAKER)
IME CLOCK
W. P. DISCONNECT
--12 VOLT TRANSFORMER
JUNCTION BOX
1. ALL ELECTRICAL TO COMPLY WITH 2O14 NATIONAL ELECTRIC CODE.
ELECTRICAL CONTRACTOR TO VERIFY ADEQUATE CAPACITY
AT POINT OF CONNECTION.
2. 3412 THHN CU WITHIN I/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).
6. LOAD CALCULATIONS FOR EXISTING SERVICE AND PANEL- BY OTHERS.
ELECTRICAL DIAGRAM
N.T.S
AQUASTAR 32CDFL - 32" I`- 32" ---1 3 3/32"
CHANNEL DRAIN (316 GPM
@ 3.9 FT/SEC THRU GRATE -
HYDROSTATIC RELIEF VALVE
SINGLE UNBLOCKABLE
PORT OR CAP OFF
OR EQUAL 31/4"
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
MIN. i/2 YARD GRAVEL SUMP
NOTE: 25.9 SQUARE INCH OPEN AREA,
WRAPPED W/ DRAIN FOLD
316 GPM - 3.9 FEET PER SECOND
CLOTH (RECOMMENDED)
Channel Main Drain Detail
SCALE: 3/8" =1'-0"
PUMP FRAME OR FILTER
TANK MOUNT
ANCHORPOOLPUMPAND
FILTER PER MFGR'S. N.O.A.
4" THICK REINFORCED
CONCRETESLAB
2" MIN.
F.G.
FILTER
PUMP
POOL PUMP AND FILTER'
ANCHOR POINTS MAY VARY
POOL EOUIPMENT ANCHORING DETAIL
SEE MFGR. SPECIFICATIONS FOR ANCHORING
INFORMATION - EQUIPMENT SHAPES MAY VARY
n
EQUIPMENT LAYOUT
SCALE: N.T.S.
LEGEND
1. 2" VACUUM LINE
2. 3" POOL MAIN DRAIN LINE
3. 2" SKIMMER LINE
4. 2.5" POOL RETURN LINE
A. 1.5" TO WASTE OR DISCHARGE
TO GROUND
B. 1.5 HP REC. PUMP W/ APPROVED HAIR
& LINT STRAINER
C. CARTRIDGE FILTER W/ PRESSURE
GAUGE AND AIR RELIEF VALVE
D. INSTALL PERMA-CAST PB-2011 WATER BOND
OR APPROVED EQUAL TIED TO
PUMP GROUND W/ #8 SOLID COPPER
& APPROVED LUG (MIN. 9 SQ. IN
SURFACE AREA EXPOSED TO WATER)
PER MFGR'S SPECS (FIELD VERIFY LOCATION)
E. VALVES (TYPICAL)
GENERAL NOTES:
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 SHALL
BE BENT, MIN. 40 DIA. LAP SPLICE. AND PLACED IN ACCORDANCE WITH ACI
STANDARDS. PROVIDE 3" MIN. CONCRETE COVER OVER REINFORCING STEEL..
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.
8. DESIGN, CONSTRUCTION AND WORKMANSHIP SHALL BE IN CONFORMITY
WITH THE REQUIREMENTS OF ANSI/ NSPI 3; ANSI/ NSP14; ANSI/ NSPI 5;
ANSI/ NSPI 6; AND ANSUAPSP 7 2006 AND ANSI/APSP.ICC-15 2011.
9. SPAS AND HEATED SWIMMING POOLS SMALL HE EQUIPPED WITH A COVER
DESIGNED TO MINIMIZE HEAT LOSS. EXCEPT "IONS: OUTDOOR POOLS
DERIVING OVER 70 PERCENT OF THE ENERGI FOR HEATING FROM
NON-DEPLETABLE ON -SITE RECON FIRED SOURCES COMPUTED OVER AN
OPERATING SEASON ARE EXEMPT 1,RONI'FHIS REQUIREMENT.
10. ALL FEATURES OF THE POOL JSP ik SI I.ALL. HE INSTALLED IN COMPLIANCE WITH
THE FBC SIXTH EDITION (2017) - RESIDENTIAL. -PRIVATE SWIMMING POOL AND
LOCAL AMENDMENTS, IF ANY.
11. RESIDENTIAL SWIMMING POOL BARRIER SHALL COMPLY WITH FBC SIXTH
EDITION (2017) - RESIDENTIAL. CHAPTER 45 - PRIVATE SWIMMING POOL.
12. PRESUMPTIVE LOAD- BEARING VALUE OF SOIL. -IN ACCORDANCE WITH FBC
SIXTH EDITION (2017) SECTION 1806.2 THE SOIL BEARING VALUE SHALL BE A
MINIMUM OF 2000 P.S.F. (FOLLOW GEOTECHNIC.AL ENGINEERING REPORT
RECOMMENDATIONS OR INDUSTRY ACCEPTED STANDARDS- BY OTHERS)
13. SHOULD ANY MUCK, MARL, Oil 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.
14. POOL CONTRACTOR/OWNERBUILDERS TOVERIFY ALL POOL DIMENSIONS,
POOL LOCATION AND SETBACKS PRIOR TO CONSTRUCTION.
(CONTACT ENGINEER IF ANY DISCREPANCIES OCCUR)
15. POOL PLANS ARE DESIGNED TO MEET THE FBC FIFTH EDITION (2014) -
RESIDENTIAL - PRIVATE SWIMMING POOLS.
16. ENTRAPMENT PROTECTION FOR SUC"TION OUTLETS SHALL BE INSTALLED IN
ACCORDANCE WITH REQUIREMENTS OF ANSI/APSP 7-2006 AND FBC SIXTH
EDITION (2017) - 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
SIXTH EDITION (2017), PLUMBING, CHAPTER 45 - PRIVATE SWIMMING POOLS.
2. POOL PIPING SHALL BE DESIGNED SO THE WATER VELOCITY WILL NOT
EXCEED 6 FT/SEC ON BRANCH SUCTION LINES, 8 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 LEASTA DIMENSION OF FIVE
DIAMETERS WITH A MINIMUM OF AT LEAST 10 INCHES AND FITTED WITH A
SUITABLE COVER. ALL VALVES SHALL BE LOCATED WHERE THEV WILL BE
READILY ACCESSIBLE FOR M.AINTFNANC'E AND REMOVAL.
4. WHERE CHECK VALVES ARE INSTALLED, "I HEI 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 PROV IDE A POSITIVE MEANS OF
RETAINING WATER IN THE HEATER 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.
7. THIS POOL/SPA IS DESIGNED TO WITHSTAND HYDROSTATIC UPLIFT FORCES
WHEN EMPTY, FOR WATER TABLE UP TO Y-0" BELOW POOL/SPA DECK
ELEVATION. HOWEVER, DUE TO SEASONAL VARIATIONS IN THE WATERTABLE
ELEVATIONS, ALL POOL/SPA SHALT. BE FITTED WITH A HYDROSTATIC RELIEF
VALVE.
& WATER SUPPLY AND DISPOSAL SHALL BE ARRANGED SO THERE IS NO CROSS
SUCTION WITH A DOMESTIC WATER SUPPLY OF WATER DISPOSAL
9. 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.
10. 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, INDER A STATIC
WATER TEST OR AIR PRESSURE TEST OF NOT LESS THAN 35 PSI FOR 15
MINUTES.
11. JOINTS AND CONNECTIONS SHALT. HE NIADE AS REQUIRED BYTHE FLORIDA
BUILDING CODE, PLUMBING.
12. ALL WATER HEATING EQUIPMENT SHALL BE INSTALLED WITH FLANGES OR
UNION CONNECTION ADJACENT TO THE HEATER.
13. PURPLE PRIMER REQUIRED ON ALL PVC PIPING PER FBC SIXTH EDITION (2017).
14. GAS PIPING SHALL COMPLY WITH FLORIDA BUILDING CODE 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.
POOL SPECIFICATIONS
SIZE: 21'-4" X 28'-0" DEPTH: Y-0" TO V-0"
VOLUME: 12,300 GALLONS ELEVATION: DET. ON SITE
TURN OVER RATE: 5.7 HR. Cif 36 GPM MAX. - LOW SPEED
(TURN OVER RATE: 1.7 HR. (a), 120 GPM - HIGH SPEED)
DESIGN FLOW RATE = 12,300 GAL./6 HRS./60 MIN. = 34 G.P.M.
TILE: STANDARD
POOL FINISH: MARCITE OR EQUAL
PIPING: SCH. 40 INLETS: POOL 3
DECK:4" CONC. W/ 61IX6" 10/10 W.M. OR FIBER MESH
ELECTRIC: BY OTHERS
POOL LIGHT: (2) LED - NICHELESS
LADDER: NO HANDRAIL: NO
REC. PUMP: 1.5 HP JANDY FLO PRO FHPM1.5-2
A.P.S.P. PUMP CERT.: CURVE A - 29 GPM (a) 1725 RPM
FILTER: JANDY CS150 CARTRIDGE
150 SQ. FT. FILTER AREA •
HEATER•NO
VACUUM LINE: YES •
POOL AREA: 411 S.F. PERIMETER 91 L.F. REVIEWED FOR
AUTO -FILL: YES OVERFLOW: YES CODE COMPLIANT
CHLORINE GENERATOR: NO ST. LUCIE COUN1
POOL CONTROLLER SYSTEM: NO BOCC
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