HomeMy WebLinkAboutPool PlansDESCRIPTION;
LOT 22, ..RII I rkl 111' , A( CORPIIX 111 Illy FI ' II 1 PFOF AS R[CORDED IN PLAT BOOK
67, PACT3A N 1111 1511111 1(' I.I r nl:n(7 OF ST LUCIE COUNTY, FLORIDA.
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SHFAFCI ffI IA.J'if IIIS, RFSIRIrIIOII-, P(131::'+I!UII;. COVFNAHIS, AND
RIGHT OF '.' , " Pf ('ORD:
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J4, 45'
fi=58.00
FI A1=1910'21"
I_=22.751
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TYPICAL ,E-GOD
NOTES; O SET 8/8" IR/CAP LB 3591 D.E. - DRAINAGE EASEMENT I.P. - IRON PIPE
L.A.E. - LIMITED ACCESS EASEMENT CONC, -..CONCRETE G.V. - GATE VALVE
I. REPRODUCTIONS OF 1111S SKETCH ARE NOT VALID UNLESS SEALED WITH AN L.M.E. - LAKE MAINTENANCE EASEMENT Gov. - COVERED P.P.- POWER POLE
L.M.A.E. - LAKE MAINTENANCE ELEV, ELEVATION DLDG BUILDING '
EMBOSSED SURVEYOR'S SEAL. ACCESS EASEMENT ESMT. - EASEMENT N.R. - NOT RADIAL
2. SURVEY MAP OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE oo.00 DENOTES PROPOSED ELEVATION- U.E. - UTILITY EASEMENT NO I.D.- NO IDENTIFICATION
-�-�-- DIRECTION OF FLOW W.M. - WATER METER Y.O. - YARD DRAIN.
SIGNATURE AND 111E ORIGINAL RAISED SEAL OF A FLORIDA LICENSED o,00 ,DENOTES EXISTING ELEVATION FLR. - FLOOR n/c -AIR CONDITIONER
RN. - FINISHED
PROFESSIONAL LAND SURVEYOR. P.I, - POINT OF INTERSECTION PROP, PROPOSED C.B. - CATCH BASIN
3. LANDS SHOW,]P.C. - POINT OF CURVATURE - TYP,- TYPICAL N G.V. - GATE VALVE.
HEREON ARE HOT ABSTRACTED FOR RIGHTS -OF -WAY, P.C.0 POINT OF COMPOUND CURVATURE R. - RADIUS *F.H. - FIRE HYDRANT
EASEMENIS OWNERSHIP,: OR 0111ER INSTRUMENTS OF RECORD. P.R.C. - POINT OF REVERSE CURVE
P.T. - POINT OF TRANSITION R.P. - RADIUS POINT ®- STORM MANHOLE
4, FLEVAJIONS SHOWN HEREON ARE RELATIVE TO TIHE NORTH AMERICAN O.E. - OVERHANG EASEMENT L.P. - LIGHT POLE snN1iARY MANHOLE
B.E. - BUFFER EASEMENT C.O. - CLEANOUT (5)-
VERIICAL UA RJM (N.A, V.D.),OF 1988 O.R.B. - OFFICIAL R'-ORDS BOOK M,H. - MANHOLE CEHTERLINE
5. BEARINGS SHOWN HEREON ARE RELATIVE TO THE SOUTH EAST LINE LOT 22, PG. - 'E SAN - SANITARY WATER SERVICE
ALUM. U
L. - � :LENGTH ��. AL MINUM
HAVING A BEARING OF N87'23'48"E Q - DELTA (CENTRAL ANGLE) P.C.P.-PERMANENT CONTROL POINT
8. IIIF DESCRIPTION SHOWN HEREON IS IN ACCORD WITH THE INSTRUMENT OF p ■P•R.M•-PERMANENT REFRENCE MONUMENT
RFCORD:
7. UNDERGROUND FOUNDATIONS WERE 140T LOCATED,
8, ADDITIONS OR DELETIONS TO SURVEY MAPS BY OTHER THAN THE SIGNING
PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE rl
SIGNING PARIY OR PARTIES.
9. FLOOD ZONE "X" AND "AE-6" ; COMMUNITY PANEL NO. 120285 0406 J; A
DATE: FEBRUARY 16, 2.012. !!!
10. BENCH MARK: TIDAL BENCH MARK, ST LUCIE COU14TY: "872 2334 TIDAL 4",
ELEVATION= 2,60(NAVD 88).
11. PROPERTY ADDRESS: 3122 NW RADCLIFFE WAY
)-.0y
COV.'W ( I
0
17:Bi'
A
� W �
L1
12.Do,
A ci4el
NIP
I
S-18•pT32"W�N.R•� �...
e
o4,3S
o ijI
.o nR' W. 33
r
m 2r / Vg599
`(ORK5618R�
PLAN 12OB'
ELEV. C NCE — FLOOD ZONE
PROPOSED FIN,FDRRit165ti J x
7,391 SQ.FT
a`I A/C
PAD
BENCH MARK
PCP/NAIL
ELEV.-8.88
NORTH
GRAPHIC SCALE
20 0 10 20
( IN FEET )
A
4.33
N
N 515 SF TRENCH REQUIRED
u 4.33 — PROPOSED 4 ROWS OF 12
QUICK4 STANDARD INFILTRATOR
CHAMBERS ® 12 SF PER CHAMBER
865 SF UNOBSTRUCTED AREA
No REQUIRED 1,000 SF PROVIDED
b3
_ o
0
1 55
nl
6 7 LOCATION MAP
3 e a 10 NOT TO SCALE
2 5 1i 4bp SECTION 29, T97M90P 37 SOUN, RINSE 40 EAST
12
4 fOA,I.
13
1 1 44 43 14 <pc7A,
m 45 15
RADCLIFFE WAY
y � 42 �Q 16
cZ/, 17
47 41
F 40 Mel 1a _
39
ONO
O38 T44' 27 \ [
J6. 37 q� 2E .e 19
Qc x�o 29 Ya 2°
35 30d'
POND 26
34 31
25 22
33 32
NW TURNABOUT LINE 24. 23
�q — — _ _ — —
TURNABOUT LANE l '
PH�OT,QvY-p i �J
a
I
1
N87'23'48"E(N,R.) 147.77 30 A �0
/ n r
y� 6 v I�oo MIN,
Q
I HEREBY CE;BFY THAT TH AT ACHE OU DARY SURVE OF I IE HE EON I ESCRU ED
LOT 23 SIDES PROPERTY IS 'TRUE AND CDR C TO THE BEST OF MY KNOWLEDGE AND BELIEF AS SURVEYED
CNR SIDES \ UNDER MY DIRECTION ON DECEMBER 23, 2015. 1 FURTHER CERTIFY THAT THIS BOUNDARY
v S SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH IN CHAPTER 5J-17 ADOPTED BY THE
REAR FLORIDA BOARD OF PROF SIGNAL SURVEYORS AND MAPPERS, PURSUANT TO FLORIDA STATUTES
472.027,
ZNG.
TEC
DAVID . LI il:E'r, P.L.S.
REG, LAND SURVEYOR #5005
STATE_ 91 FLDPIIJA_LB_#3591
�rn(9
IIII'f �III'1/I-Y I,I(i
RIVERDEND
LOT 22
DOUNDARY 5URVEY
FORMBOARD SURVEY
05 17 16
JKS
REVISED PER COMMENTS
3/1/16
CE
ADDED PROP.SEPTIC AND FINISH FLOOR ELEV;
1/25/16
CE
ADD BENCH MARK
1/06/16
CE
PF'RAAIT CICPTCLI
DATE 12 23 15
SCALE 1'1=20'
FLU:BK. N/A
CHECKED BY DPL
N/A
6587
SHT.NO.
m:8E PLANS AND ALL PRUPO5ED WORT.
ARE SUFJEUMNY CORRECTIONS
641411 I 1 uPnl11AM RYTIEL0114SPECTORS VAT
4' ALUMINUM POOL FENCE BY THE POR
FACTOR Y
MAX WIDTH: 18'
MAX LENGTH: 30'
DEPTH: 3' 6" TO 6'
PERIMETER: 84' 11"
SHAPE: FREE FORM
SQUARE FEET: 464
DIRT FROM EXCAVATION:
HAUL 1/2
LEAVE: NO
LEAVE & SPREAD: 1/2
LEAVE -MOVE -THEN SPREAD
NO
EXTRA FILL & COMPACTION
NO
JOB ENTRANCE: LEFT SIDE OF HOUSE
6 X 6 TILE: G WSM2348510
INT FINISH: PETIT TAHOE
STEP TILE: GW82348510 ON STEPS
FILTER: CLEAN & CLEAR 150
PUMP: INTELLIFLO VS
MOTOR H.P. 3 HP MAX
TIME CLOCK: IN PUMP
CHLORINATOR: INTELLICHLOR IC-40
LIGHTS 2 GLOBRITE LED IN THE POOL TRANSFORMERS 2
POOL CLEANER: DORADO
VAC LINE 1
MAIN DRAIN: 32" CHANNEL
SKIMMERS: 1
RETURNS: 4
SWIMOUTORLADDER: SWIMOUT
HANDRAIL: NONE
FILL LINE: NONE
OVERFLOW LINE: NONE
SPA SPECS: NONE
SPA PUMP NONE SLIDE: NONE
HEATER: NONE TANK: N/A
VAC. HEAD: N/A VAC. HOSE 1
VAC POLE: 1 BRUSH: 1
LEAF SKIMMER: 1 TEST KIT: 1
OVERFLOW LINE: NONE FILL LINE: NONE
TREE REMOVAL: NONE STUMP REMOVAL: NONE
WATER & ELECTRICAL SUPPLY: REAR OF HOUSE
ELECTRICAL HOOKUP: PAYUK RICHT SIDE OF HOME
BACKWASH LINE: STD BLUE FLAT LINE
PATIO: 1425 SQFT PAVERS COLOR: AMERETTO
EXISTING PATIO: PAVERS TO STAY TERMITE: STD
DEC-O-DRAIN: TAN FOOTERS: STD
PLANTERS: NONE OVERPOUR: COPING
SCREEN ENCLOSURE: 4' BRONZE FENCE BY THE PORCH FACTORY
SAFETY FENCE COLOR: BLACK ON BLACK
CUT & CAP SPRINKLERS: BY HOMEOWNER
APPROX GALLONS: 16530
PUMP G.P.M. SEE ATTACHED
SOLAR BY: -- NONE
YES NO
6" X 6" —X—
SHEET TILE —X—
OVERPOUR —X—
aP; REMOVE CRATE & BRICK Y' PER Fr— MIN SLOPE i
WELL POINT PLUG FROM MAIN COPING
DRAIN & ATTACH AUX. PUMP (2) #3 REBAR OR FILE CO
LINE WHEN EMFTYG POOL .,+ x; ,,.:+;:• "�'u,
6%6" TLE ', v'` (1) #5 REBAR
—Pool construction complies with FBC 2014 ANSI-7, ANSI-1 5 GRATE SHALL BRICK PAVER PATIO
—Water Velocity —Max 8ft sec as per FBC 2014—R4501 BE SECURED IN N ERIOR r4/]LS
Y / P PLACE SO FINISH 4>7 TYP. WALL ) '.;M Tx','
—Pool Barrier to comply with FBC 2014—R4501 THAT TOOLS .': ;°;.,;
ARE REQUIRED ... .:.:.:.....,...,.,.. ,, •,.•..::..:...
-Skimmers comma with FBC 2014—R4501.21.1 FOR REMOVAL •:� , STEEL-TEX FORM
— Equipment Foundation 3'x7' conc. slab min 3.5" thick pour in place l 6° ttPOR KRAFT WALL
by?
TRENCH DRAIN FLOOR „, N3 0 12" O.C.B.W. >>
NOTE: FOR DEPTHS 8
TREADED GREATER THAN 6' ADD .
PLUG •i (1)f3 COVE BAR 06° D.C. PAVERS UREUy INC
GRAVEL BE TO PUMP - t
TYP. WALL SECTION & WELL POINT FOOTER DETAIL/
(NO SCALE) (NO SCALE)
WHEN PROVIIDED
SHALL BE AT 204 MAX
BELOW THE
WATE�RLI E
SWIMOUTS
(NO SCALE)
PRESSURE GAUGES INSTALLED ON
FILTER PUMP FOR FINAL INSPECTION
3 '
Vacuum (In Hg) X 1.13
Feet Of Head
11
2,5,"
MAIN DRAIN
?
Pressure (PSI) X 2.31
Feet Of Head
Vacuum Head + Pressure Head
= Total Dynamic Head
HYDRO -STATIC RELIEF
DEVICE INSTALLED IN
AREAS THAT EXCEED 1'
WATER TABLE IN SHELL
TRENCH DRAIN
POOL DETAIL
(NO SCALE)
OUTSIDE ANGLE OF REPOSE
6' AND FURTHER — 4' THICK WALLS W/#3 REBAR 01Y O.C. EACH WAY
3' TO 6' — 6' THICK WALLS W/#3 RUN 012' O.C. EACH WAY
0' TO 3' — 8' THICK WALLS W/L(3 REBAR 012' O.C. EACH WAY
MISC. NOTES
1. ALL STEPS AND SWIMOUF BENCH EDGES
WILL HAVE 2x6 CWTLE BORDER OF OPPOSITE
COLOR OF GEM FINISH FOR VISIBILITY
2. HANDHOLD TO BE INSTALLED ARE WHERE
DECK RAISED +6' ABOVE POOL
O�
EXCAVATION INTO THE ANGLE OF REPOSE IS ALLOWABLE PROVIDED -
SHORING IS INSTALLED AT EXCAVATION AND SHORING SHOULD BE
F� SUFFICIENT TO SECURE SOILS FROM EROSION OR SETTLEMENT
* NO UNDERMINING OCCURS OR ENGINEER APPROVED IF ANY DOES
' COMPACTION TEST OF THE BACKFILLED MATERIAL ARE PROVIDED
PRIOR TO THE POURING OF THE PATIO
STEPS
(NO SCALE)
STEP DETAILS
1. TREAD IS MIN OF 10' WIDE.
2. RISER NOT GREATER THAN 12' EXCEPT IF
MORE THAN (3) TREADS ARE USED
3. ALL STEPS TO BE SOLD GUNrTE 3000 P.S.I.
WATER LEVEL
UNDERWATER
LIGHT
POOL FINISH
3 GRADE
TO 4'
OR (2)#3 REBAR
RAISED AREA ELEV. & GRADE
(NCI SCALE)
POOL PATIO
11
Z ; I::V•J POWERASU POM
LY
ME I Iw•%.'
1" PVC
CONDUIT
PENTAIR GLOBR)TITE-sHATER� SCHEDULE 4D PVC SLEEVE
�`" NO BONDING
AMP 30 70 . OR GROUND
FUSION -FUSION POOL PRODI REQUIRED
MODEL G4/U
NICHLESS UNDERWATER LIGHT DETAIL
(NO SCALE)
I
HAIR &
JNER
Vx ,15 CIFA^"•
GNNNNFI O1�N
PIPING SCHEMATIC
CUSTOM MOLDED PRODUCTS INC.
SINGLE CHANNEL DUAL OURET CMP 25506-32X VGB
PER FRC4501.6.6 COMPLIANT 32" CHANNEL DRAIN
COMPLIENT 107.2.1 OF THE
2014 FLORIDA BUILDING CODE
LISTED TO ASME/ANSI A112.19.8
32" CHANNEL DRAIN AND SUMP
25506-320-000
'THREE 2" SOCKET x 2.5" SPIGOT PORTS
*DEBRIS GUARD INCLUDED
"38.79in? OPEN AREA
*IAMPO LISTED FLOW RATES
*WHITE PVC BODY
*COVER GOES OVER BODY TO GIVE FINISHED LOOK To PUMP
The maximum flow rating for this suction flRing with the center port plugged and outer ports
open is 308 GPM (floor) and 212 GPM (wall) when using 2.5' plumbing and 268 GPM (floor)
and 192 GPM (wall) when using 2" plumbing. The maximum flow rating for this auction
fitting with the outer ports plugged and the center part open is 200 GPM (floor) and 168 GPM
(wall) when using 2.5' plumbing and 184 GPM (Floor) and 176 GPM (wall) when using 2" plumbing.
DECK __\ I ROW OF WATERLINE TILE
3'-6" WATERLINE
MAX L
7
�1 03 STEEL 0 12- O/C E.W.
FLOOR SLOPES
FLOOR SLOPE S eE
REASONABLY UNIFORM ANO
COMPLY WITH ARTICLES 5.6.1
THRU 5,613
THE SLOPE OF THE BOOR FRall
THE SHALOW END WNL
TOWARDS THE DEEP AREA SHAD
NOT EXCEED 1 FOOT IN 7 F00T
6' THICK
��
30'-0"
TYPICAL SECTION THRU POOL
(NO SCALE)
Pipe Size
6 fps
8fps
1'
16
gpm
0,14'
21
gpm
0.23'
1,5'
37
gpm
0.06'
50
gpm
0.14'
2'
62
gpm
0.06'
82
0,10,
2,5'
88
gpm
0.05'
117
gpm
0.09'
3'
136
gpm
0.04'
181
gpm
0,07'
4-
234
gpm
0.03'
313
gpm
0,05'
6'
534
gpm
0.02'
712
gpm
0,03'
WALLS
SHALL
HE
SLOPE
GREATER
THAN 11
RETURN TO POOL —y Determine System Flow Rate: Minimum Flaw Rate Required: 35 gpm per skimmer
THREE-WAY 1. Calculate Pool Volume: _ XXX __ft XXX-x 7.48(gal/Ft) = _XXX _gal
WATER TO SHEER VALVE (Surface Area) (Average Depth) (Volume in gallons)
DESCENT 2. Determine Flow Rate: __ XXX __ gal / _ XXX — _XXX +_ XXX = XXX __
(Volume) (Turnover Minutes) (Pool Flow Rate) (Feature Flow Rate) (System Flow Rate)
Determine Pipe Sizes:
11 Trunk Piping to be 2.5 inch to keep velocity ® B fps max. at_ 117_gpm Maximum System Flow Rate.
Return Piping to be 2.5inch to keep velocity 0 8 fps max. at 117 gpm Maximum System Flow Rate.
Main Drain Cover(__ SEE ABOVE _) System Flow Rate must not exceed approved cover flow rate.
"M`"').. FILTER (Make and Model) See Engineering Page for Drain Configuration
SUCTION FROM POOL
TYPICAL SHEER DESCENT DETAIL
(ND SCALE)
Pump Model PENTAIR INTELLIFLO VS3050 H.P. 3
Tom! H.P =H.Px service feutir. I H.p. or more must be 2 speed or Variable speed
Filter Make PENTAIR C&C Size 150
Ptar min. massed on Bhr. Wm0.er8ow ra6T pod gel, 13BD min. = Flown&
ONlde G.P.M. by Cartridge =.375 or Bend -15 or D.E. = 2
Time Controller make ON PUMP Model ------
Controls must opele s a minimum of two spee&.
The higher speed override is not to exceed one nom al cycle Or24 him, whichever is less
POOLS BY GREG
SCHMITT RESIDENCE
2112 NE RADCLIFFE WAY
PALM CITY, FL
I
ENGINEER: NARVEYE.ROEENEN
PROFESSIONAL ENGINEER PE-32MI
723 ELYSE CIRCLE
PORT ST LUCIE, FL 34952
(772)489-3035 fax
i
A 22/16
BOUNDARY SURVEY
N27'37'29"W
4.26
SURVEYORS NOTES:
1. Unless otherµise noted only platted easements
are sholyn hereon.
2. All Lot dimensions sholyn are per plat unless
otherfyise shown.
3. No underground utilities or improvements Were
located unless otherlyise shoyfn.
4. This site lies Within Flood Insurance Rate Vo
Zone X Vap/ 12ilIC0406J Dated. 2-16-12
5. Flood Zone shoyln hereon is an interpretation
by the surveyor and is provided as a courtesy
The flood zone should be verified by a
determination agency.
6. Bearings sholyn hereon ore based on the Center
line of RADCLIFFE WAY as being N27'37'29"W
according to the Plat described hereon.
7. P.U.D.E. denotes Public Utilities and Drainag
Easement.
8. The accuracy of this survey is premised on th
expected use of the survey. The expected use
purpose of this survey is pooldeck location.
Accuracy = 1 foot in 7,500 feel or better.
9. Additions or Deletions to this survey map by
other than the signing surveyor is prohibited
Without Written consent.
ABBREVIATIONS:
SET = Set 5/8" iron rebor ilh
yelloly cop marked P! 5543"
FD=Found 5/8" Iron Rebor
F.F.E.=Finished Floor Elevalioi
OH--OH—OH—= Over Head Wires
X—X--X—= Chain Link Fence
do-= Plastic Fence
Q--O--O—= Wood Fence
R= FPL Transformer Pod
=Value as platted
R = Radius of curve
L = Length of curve
Delp of Curve
MEAS. = Measured
CONC. = Concrete
C.P.= ConcrRle Pod
®_ {Pater (deter
= Polyer Pole
= Utility Box
40= ell
R.O. . = Right of way
= Drainage Proposed
and Existing
LOT 23
S t�UCI C.
t"
Date 1g
LEGAL DESCRIPTION:
(Supplied by Client)
Lot 22.
RIVERBEND
according to the plot thereof
as recorded in Plat Book 67
pages 39 through 42
of the Public Records of
St. Lucie County, Florida.
rL J