HomeMy WebLinkAbout20010474A JF ENGINEERING & TESTING INC.
P.O. BOX 12059
LAKE PARK, FL 33403
BY
SOIL DENSITY REPORT St Lucie Coum,
MOISTURE DENSITY RELATIONSHIP
T-180
Sample Optimum Max. Dry Soil Test
Location Moisture Density Description No.
A
Composite 11.9 112.4 Brown
Slightly Clayey
Fine Sand
+----------- ---------- ---------- ------- --- --------+
113+---------+---------+---------+---------+---------+
112 +---------+------------------+--------- ---- +
111 +---------+------+---------+---------+---------+
+ + + + +
110+---------+---------+---------+---------+-- -----+
+---------+---------+---------+---------+---------+
10 11 12 13
Moisture % Dry Weight
PHONE: (561) 845-7445 WEST PALM BEACH (561) 337-7755 MARTIN-ST. LUCIE
(561) 564-0940 INDIAN RIVER (561) 845-8876 FAX
AJF ENGINEERING & TESTIN
P.O. BOX 12059
LAKE PARK, FL 33403
NC
BY
St Lucie couro
IN PLACE SOIL DENSITY
(NUCLEAR METHOD) ASTM D 2922
Date: FEBRUARY23,2000M�c��o�I
Job #: P00-0486 �uuu^uuu�ls �V6r
Permit#: 200-10474
Client: FINAL TOUCH POOLS FEB 2 8 2000
Contractor: FINAL TOUCH POOLS
ST: UJM COUNTY, FL
Job Location: 10652 PINE CONE LANE
ST. LUCIE COUNTY, FLORIDA
Test
Test Sample Depth In Place Maximum
% Com-
No.
Location Dry Density Dry Density
pacted
Density - Pool Deck Backfill
Below Slab
Grade
1
North Side 0-1' 108.6 112.4
96.6%
2
1-2' 110.3
98.1%
3
2-3' 111.1
98.8%
4
South Side 0-1' 109.5
97.4%
5
1-2' 112.0
99.6%
6
2-3' 111.7
99.4%
7
East Side 0-1' 110.1
98.0%
8
1-2' 112.3
99.9%
9
2-3' 110.4
98.2%
10
W st Si 0-1' 109.1
97.1%
11
1-2' 111.3
99.0%
12
2-3' 111.0
98.8%
F a
r ey,
.E. 4
111 2 - Z 3 -CO
LJF E
G ERING ESTING INC..
NE: (561) 845.7445 WEST PALM BEACH (561) 337-7755 MARTIN-ST. LUCIE
(561) 564.0940 INDIAN RIVER (561) 845-8876 FAX
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SURVEYOR NOTE,;
M ICHEAL R LAWSON $CIS A STANDARD MARKER OF A 1/2' IRON ROD ANb A
CAP MARKED PSM 5723 AT ALL CORNERS. UNLESS OTHERWISENOTED HEREON
SAID CORNER IS SHOWN AS - . AND FIELD.rSURVEYED O/N1
/ /S
BASIS OF tEEEARINGS/ANGLES BEING /THE
LINE Or `/O/✓� LANPER RECORD PLAT.
ARRFVIAII➢N<.
'. rD • FOUND UP - EDGE OF PAVEMENT
(R) - RADIAL -///- - OVERHEAD UTILITY
(C) = CALCULATED v.M, 0 = WATER METER
IN • MEASURED O - POWER POLE
ID) - DEED OR DESCRIPTION U.P 0 • UTILITY PEDESTAL
(UN-R) - UNREADABLE 0 + WELL
1 R.C. = IRON ROD t CAP CF= SATELLITE DISH
1 P C. =IRON PIPE t CAP C • CENTERLINE
P C. POINT OF CURVATURE G = DELTA
P T POINT or TANGENCY L = LENGTH
P R C. PIT I OF REVERSE R RADIUS
P C.C. POINT Of COMPOUND NBD/T NAIL t DISC/TAB
CURVATURE P/V RIGHT -Or -WAY
P. C.P • PERMANENT CONTROL 8'= ELECTRICAL
POINT TRANSFORMER
D /U C = DRAINAGE t/OR UT IL III
EASEMENT
M ICHACL R. LAWSON DOES NOT GUARANIEC OR ASSUME ANY LIABILITY FOR ANY
CASCMENT, RIGHT-OF-WAY, SETBACK$. RESERVATION, RESTRICTION. OR
SIMILAR MATTERS NOT SHOWN OR REFERRED TO ON THE PLAT, OR PHYSICALLY
VISIBLE ON SITE. THIS SURVEY VA$ PREPARED VIIHOUT BENIr IT OP
ABSTRACT TITLE AND ALL MATTERS OF TITLE SHOULD BE REFERRED TO AN
ATTORNEY.
THIS SURVEY IS NOT VALID VTHOUT THE SIGNATURE AND THE ORIGINAL
RAISEI
D SEAL OF A FLOR IDA LCENSED SURVEYOR AND MAPPER.
JURISDICTIONAL AREAS. WETLANDS, AND UNDERGROUND UTILITIES, IF My
HAVE NOT BEEN LOCATED. OTHER THAN SHDVN
LEGAL DESCRIPTION PROVIDED BY CLIENT.
THIS SURVEY IS FOR THE USE OF IME PARTIES SPECIFICALLY CERTIFIED TO
HEREON, AND NO OTHERS
THIS SURVEY IS NOT COVERED BY PROFESSIONAL LIABILITY INSURANCE
ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT ASSOCIATION (FEHA)
FLOOD INSURANCE RATE MAPS. THIS PROPERTY LIES IN FLOOD ZONE
COMMUNITY PANEL OZZOsgS O/GSF BATED
BASE CLEVATION l
iq .1 L'J�dt
/a./9
k•
\ f Byyq
@�gg .ud a call"t$
LEGAL DESCRIPTION
BOUNDARY SURVEY LOT BLOCK — OF
CERTIFIED TO: 6W11— o//C
ACCORDING TO THE PLAT THEREOF, AS
RECORDED IN PLAT BOOK P� /'JAT
PAGE /// /M' OF THE PUBLIC
RECORDS OFSTCOUNTY, FLA.
REVISIONS
Aw /a 3 M
SURVF-`r01'S'. ;C:ERTIFICATE MICHAEL R. LAWSON
I HEREBY CER-TiFY'- ZX,TWE BEST -OF MY BELIEF THAT
THIS SURVEY IS TRUE AND A(,CURATE, AND THIS PROFESSIONAL LAND SURVEYOR
SURVEY MEflS THE. MJN:IMUM itCHNICAL STANDARDS 389 SE GASPARILLA AVE.
FOR SURVEYING'.O, 0," '-CHAPTER; 61G17-6 OF THE PORT ST LUCIE, FLORIDA 34983
F.A.C. SUBJECT TQayLL,WOTES AND NOTATIONS (561) 336-9931
SHOWWNN/ HEREON- u
SCALE / .74 JOB NO
K41('HAFI R I AWS(TN PSM 5793 CA.': F B - PAGF
M
t
)
1
THICKENED EDGE
REQUIRED
6" DEPTH a I WIDTH
WITH (1) #4 OR 9 9613AR
C'�
0
TERMITE TREATMENT REWIRED
C_. 'f t_ I"
N
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)VISION
FOR E , j.p ED
,_,.,FWEDBY
MIT _
TO ELECTRICAL PANEL
NOTE: REMOVE GRATE AND WELL SLOPE' FOOT MANUAL MOT STARTER SW.
POINT PLUG FROM MAIN DRAIN AND --"' SEFMRATE GRC. PUMP MOTOR FILTER
ATTACHL AUX. PUMP LINE WHEN ETTILE J F' �L AI GS it FOR MOT. 8 LIOFfT • L RETURN LINE
EMPTYING POOL. 4' SLAB JUNCTION BOX W. IN PRECAST
GRATE SHALL BE SECURED IN 2 3 BOX.
PLACE SO THAT TOOLS ARE C BRASS OR POOL
AREA
WASTE
REQUIRED FOR REMOVAL WHITE MAREILE 'TK. WALLS POOL GROUND IN POOL AREA
PLASTER FINISH FOR POOLS OVER d'D' LIGHT MOTOR,GROUNALL BOXES, RE.
DEEP ADD • 3 COVE BARS MOTOR, ETC. WH! WIRE. 3KMMIER
6' THREADED PLUG
(� � `� � � L�' 1, �-�1•
,
BY
St Lucie ft*
-' 012 GCAS SHOWN. NOTE: POOL PUMP MOTOR / �� PUMP �......-
�.,r S' TK. FLOOR LOC. ABOVE OPADE.
STEEL TEX FORM OR I HAIR; LINT
TO PUMP KRAFT WALL MAIN DRAIN
NOTE: ALL POOL CATCHER.
PIPING P.V.C.
TYPICAL WALL SECTION & WELL POINT ELECTRICAL DIAGRAM PIPING SCHEMATIC
NO SCALE NO SCALE NO SCALE
POOL SPECIFICATIONS
MAX. WIDTH Z•-C ., _ MAX. LENGTH
MIN. DEPTH MAX. DEPTH
SHAPE ELEVATION
DIRT FROM EXCAVATION �.L•_:;Y' . _.
TILE �.G' 't !� INT. FINISH -S
FILTER 15 (' ! • PUMP :a -A
MOTOR H.P. TIME CLOCK
LIGHT %^ -- TRANSFORMER 2 00,,1Awr
MAIN DRAIN SKIMMER _
INLETS _ THERAPY
LADDER `� �r - . HANDRAILT2�4''
DIVE BD. SLIDE
HEATER'S �:iA/ <„XR�'lr WM , A t'
VAC, HEAD 1 VAC. HOSE
VAC. POLE. ! BRUSH
LEAF SKIMMER ! TEST KIT _
CHLORINATOR a ` '\ r FILL LINE
OVERFLOWUNE POOLSWEEPT�c4 �r
TREE REMOVAL STUMP REMOVAL,._'__
BACK WASH LINE
SCREEN ENCLOSURE �� -, r. , < •' .- ✓iL-.t;- r .
ELECTRICAL HOOKUP
PATIO_ -t- "` __ .____ ...
DECK-O-DRAIN \ --- FT.
APPROX. GALLONS
PUMP G.P.M. Li_f_�i_"
APPROX, TURNOVER TIME _._ HR. MIN r-
---=—TOMMgNTS' ---
_R SPA SPECS t _
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Flmd Toaoh Pools & SSPas, hm-
4645 North U.S. S1
Ft. Pierce, FL 34946
(561) 466-1080
jr
RP 0066521