HomeMy WebLinkAbout97090471 POOLSSCANNED
BY
St Luele Count,
CPC011421
4306 SOUTH S. HIGHWAY 1 ♦ FORT PIERCE, FLORIDA 34982
FORT PIERCE (561) 465-2.700 ♦ VERO BEACH (561) 569-1740 ♦ STUART (561) 286-5760
FEBRUARY, 02-1998
ST. LIICIE COUNTY BUILDING DEPARTMENT
2300 VIRGINIA AVENUE
FT. PIERCE, FLORDA 34982
TO WHOM IT MAY CONCERN:
LOUDEN BONDED POOLS GRAVITY TESTED PLUMBING LINES FOR LEAKS AT
THE RESERVES DEVELOPERS, 9801 PERFECT DRIVE, PT. ST. LIICIE, FL 34986.
OUR RESULTS SHOWEDINO LEAKS.
LOUDEN BONDED POOLS WILL BE HELD LIABLE FOR ANY LEAKS THAT MAY OCCUR
AT THE ABOVE.ADDRESS.
SINCERELY,
/tj
ROBERT SCOTT
PRESIDENT
cc: file sw
The design engineer certifies to the preparation of the engineering
documents �i�hcertifed operating Permit aPPlications
()s authorized to represent theupon comoti applIewlrG IAFGA in1a kipciuding monitoring of construction.
�o 35631 �
STATE OF r
AU G 131997
it... Date:
Signature aKd seal: 15XVIneer registered under Florida Statutes
Curtis —Sinclair, Inc.
Stephen M. Sinclair, P.E. 35.631
Typed Name and Florida registration number
These plans, specifications and related documents are approved
and accepted by the owner/owner's riipresentathre.
A'
Date:6� /
Bonn K. Nierlich, Exec. Vice Press
Typed Name avid T81e of above
Address 3114 4.5th Street, Suite 3 Address #1 Woodlands Blvd.
SoWeStreet
st Palm Beach, Fl. 33407 Oldsmar, F1. 34677
City state ap city State Zip
These plans for'the proposed construction cited In the foregoing application are hereby approved under authority of Chapters 381 and 514, Florida
Statutes, with the following proviso(s): I
Construction on this project shall be commenced within one year from the date of approval of this application otherwise six (6) months approval
extension shall be obtained from the Department prior to commencing construction.
By copy of this approval to the owner, we are advising that the approval is given to the functional aspects of this projed on the basis of data
furnished the Department. Then may be county, municipal or other local regulations or restrictions to be complied with by the owner prior to
cortstructlon of the facilities; and, we, therefore, recommend that appropriate local agencies be consulted before starting construction.
- I
The official copies of plans and specifications accompanying this application have been stamped with the approval number as indicated in tho
approval letter. Only such plans and specifications we Included In thla approval and any erasures, additions or alterations affecting the efficiency of
operation or public health protective value of the proposed Improvements will make such approval null and void.
fl1- ARTMENT OF HEALTH AND RElWlUTATiVB SEFMCES
STATE -OF hlDA
f Health
APPROVED
SP 149 0 8_
Engineering .
Appel-
SEP 2 1997
COASTAL TESTING LABORATORY
BY � P.O. BOX 2023
SMft C7VDG®V ALM CITY, FLORIDA 34991-2023
(561) 336-7161
D 2937-83-MOD.
DATE December 10, 1997
JOB NUMBER 97-1212
PERMIT NUMBER i--97z- 4 1`
CLIENT Loude Pools
CONTRACTOR Loud n Pools
JOB LEGAL PGA The Reserve
JOB ADDRESS 9801 Perfect Drive
Port 7t. Lucie, Florida
SOIL CLASSIFICATION & REMARKS : A3 Friable brown sandy soil
TEST SAMPLE LOCATION
Corner
IN. PLACE DRY
1)
109.0
2)
109.7
3)
109.3
RESPECTFULLY SUBMII
ERNESTO VELASCO, P.
10' IS LR Corner - Center of Pad - 10' IS RF
MAXIMUM DRY DENSITY % COMPACTION
111.8 97.5
111.8 98.1
111.8 97.8
� � U
OnD
FS 3 N8
COMMUNITY 0EyE�OpMENr
ST. LU IE C LINTY FL
� SCANNED
DATE
CONTRACTOR
JOB NUMBER
PERMIT NUMBER
COAST
PALM
TESTING LABORATORY
P.O. BOX 2023
-Y, FLORIDA 34991-2023
(561) 336-7161
MOISTURE DENSITY RELATIONSHIP
ASTM 698-91
December 10, 1997
Louden Pools
97-1212
Moisture reI-C U11�, U1 1I1. j
i
St Ludd County
GOLF VILLAS II
A CONDOMINIUM
RECREATION SITE
LEGAL DESCRIPTION
EXHIBIT "B-1"
A PARCEL OF LAND LYING IN PART OF SECTION 27, TOWNSHIP 36 SOUTH,
RANGE 39 EAST, ST.ILUCIE COUNTY, FLORIDA AND BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
COMMENCE AT THE NORTHEAST CORNER OF LOT 66 ACCORDING TO THE PLAT
OF RESERVE PLANTATION PHASE I, AS RECORDED IN PLAT BOOK 24, PAGE 20 OF
THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, SAID POINT BEING ON
THE WESTERLY LINE OF A 300.00 FOOT INGRESS AND EGRESS EASEMENT
KNOWN AS "RESERVt BOULEVARD EXTENSION" AND RECORDED IN OFFICIAL
RECORD BOOK 629, PAGES 2523 THROUGH 2526 INCLUSIVE OF THE PUBLIC
RECORDS OF ST. LUCIE COUNTY, FLORIDA; THENCE SOUTHEASTERLY ALONG THE
SOUTHERLY EXTENSION OF SAID "RESERVE BOULEVARD EXTENSION" THE
FOLLOWING EIGHT COURSES: THENCE SOUTH 48'11'37' EAST, A DISTANCE OF
270.27 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE SOUTHWEST
HAVING A RADIUS OF 2350.00 FEET AND A CENTRAL ANGLE OF 25°15'29";
THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, AN ARC DISTANCE
OF 1035.97 FEET TO A POINT'OF TANGENCY; THENCE SOUTH 22°56'08" EAST,
A DISTANCE OF 7321[22 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE
WEST HAVING A RADIUS OF 1124.00 FEET AND A CENTRAL ANGLE OF
38°16'24"; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE, AN ARC
DISTANCE OF 750.83 FEET TO A POINT OF TANGENCY; THENCE SOUTH
15"20'16" WEST, A DISTANCE OF 434.07 FEET TO THE BEGINNING OF A CURVE
CONCAVE TO THE EAST HAVING A RADIUS OF 1300.00 FEET AND A CENTRAL
ANGLE OF 33035'08 ; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE, AN
ARC DISTANCE OF 7f 62.03 FEET TO A POINT OF TANGENCY; THENCE SOUTH
18' 14'52" EAST, A DISTANCE OF 784.39 FEET TO THE BEGINNING OF A CURVE
CONCAVE TO THE NORTHEAST HAVING A RADIUS OF 1034.87 FEET AND A
CENTRAL ANGLE OF 25`14'11"; THENCE SOUTHEASTERLY ALONG THE ARC OF
SAID CURVE, AN AR G DISTANCE OF 455.82 FEET TO A POINT OF CUSP; THE
RADIUS POINT OF S� ID CURVE BEARS NORTH 46030'57" EAST FROM THIS POINT;
THENCE DEPARTING SAID "RESERVE BOULEVARD EXTENSION" ALONG THE ARC
OF A CURVE CONCAVE TO THE SOUTH HAVING A RADIUS OF 25.00 FEET AND A
CENTRAL ANGLE OF 82°18'49"; THENCE WESTERLY ALONG THE ARC OF SAID
CURVE, AN ARC DISTANCE OF 35.92 FEET TO A POINT OF TANGENCY; THENCE
SOUTH 54°12'07" WEST, A DISTANCE OF 348.56 FEET TO A POINT OF NON -RADIAL
INTERSECTION WITh A CURVE CONCAVE TO THE EAST HAVING A RADIUS
OF 30.00 FEET ANDI A CENTRAL ANGLE OF 31°31'18"; THE RADIUS POINT OF
SAID CURVE BEARS NORTH 67"41'44" EAST FROM THIS POINT; THENCE
SOUTHERLY ALONG THE ARC OF SAID. CURVI: , AN ARC DISTANCE OF 16.50 FEET
TO A POINT OF COMPOUND CURVATURE CONCAVE TO THE NORTHEAST HAVING
A RADIUS OF 87.00 FEET AND A CENTRAL ANGLE OF 35°08'47"; THENCE
SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, AN ARC DISTANCE OF 53.37
FEET TO A POINT dF REVERSE CURVATURE CONCAVE TO THE SOUTH HAVING A
RADIUS OF 413.00 FEET AND A CENTRAL ANGLE OF 02°09'24"; THENCE
EASTERLY ALONG THE ARC OF SAID CURVE, AN ARC DISTANCE OF 15.55 FEET,...,,.
TO A POINT OF RADIAL INTERSECTION; THENCE SOUTH 03°11'03" WEST, A
DISTANCE OF 26.00 FEET TO A POINT OF RADIAL INTERSECTION WITH A CURVE
CONCAVE TO THE SOUTHWEST HAVING A RADIUS OF 387.00 FEET AND A
CENTRAL ANGLE OF 20°2429" AND THE POINT OF BEGINNING; THENCE
EASTERLY ALONG 'FHE ARC OF SAID CURVE, AN ARC DISTANCE OF 137.84 FEET
TO A POINT OF RADIAL INTERSECTION; THENCE SOUTH 23"35'31" WEST, A
DISTANCE OF 18.00� FEET; THENCE SOUTH 00°35'07" EAST, A DISTANCE OF
29.33 FEET; THENCE SOUTH 26°32'08" WEST, A DISTANCE OF 28.99 FEET;
THENCE SOUTH 12034'14" EAST, A DISTANCE OF 26.64 FEET; THENCE SOUTH
5904824" WEST, A DISTANCE OF 57.00 FEET; THENCE NORTH 30'11'36" WEST,
A DISTANCE OF 24.59 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE
SOUTHWEST HAVING A RADIUS OF 182.00 FEET AND A CENTRAL ANGLE OF
REVISED NOV., 1996
Lawson, Noble & Associates, LB a 3432
ENGINEERS PLANNERS SURVEYORS
590 N.W. PEACOCK BOULEVARD SUITE 9
PORT ST. LUCIE, FL 34986 in Vu
(561) 878-1700 L" ah
6 • � ® ® • o A � A • • •SON
I _ I_ -I SCALE: N/A
No 12, 1996 - 09108148
DATE: JULY, 1996 1 JOB NO. B 100 1 SHEET 67 OF 69
DWG Name, C1\DWG\B\B100\B100CD67.DWG Updated By, ED
py
St Lu�ae ounty
GOLF VILLAS II EXHIBIT "B-1"
CONDOMINIUM
RECREATION SITE
LEGALI DESCRIPTION (CONT.)
35°05'40'; THENCE NPRTHWESTERLY ALONG THE ARC OF SAID CURVE, AN ARC
DISTANCE OF 111.48 EET TO A POINT OF NON -RADIAL INTERSECTION WITH A
CURVE CONCAVE TO THE WEST HAVING A RADIUS OF 213.00 FEET AND A
CENTRAL ANGLE OF 0 6`56'O1"; THE RADIUS POINT OF SAID CURVE BEARS
NORTH 75°44'02" WEST FROM THIS POINT; THENCE NORTHERLY ALONG THE ARC
OF SAID CURVE, AN ARC DISTANCE OF 25.78 FEET TO A POINT OF TANGENCY;
THENCE NORTH 0701� '57" EAST, A DISTANCE OF 25.62 FEET TO THE BEGINNING
OF A CURVE CONCAV� TO THE SOUTHEAST HAVING A RADIUS OF 15.00 FEET
AND A CENTRAL ANG E OF 85051'06"; THENCE EASTERLY ALONG THE ARC OF
SAID CURVE, AN ARC IDISTANCE OF 22.48 FEET TO THE POINT OF BEGINNING.
CONTAINING 0.352
NOT VALID WlTHOUIL SIG
FLORIWAICENSE U JEYOR
////Z// I _� �Z_ " / 4 - �
CHAEL T. KO ODZIFICZYK, P
LORIDA REGISTRATION NO. 38
MORE OR LESS.
AND THE ORIGINAL RAISED SEAL OF A
ONAL SURVEYOR AND MAPPER
REVISED APR., 1997
REVISED NOV., 1996
Lawson, Noble & Associates, LB a 6674
ENGINEERS PLANNERS SURVEYORS
590 N.W. PEACOCK BOULEVARD SUITE 9 LNk PORT ST. LUCIE, FL 34986
(561) 878-1700
o o w
SCALE: N/A I DATE: JULY, 1996 JOB NO. B100 SHEET 68 OF 69
24, 1997 - 1346108 DWG Name& Ct\DWG-B100\B100CD68.DWG Updated By, ED
Lid
GOLF VILLAS II EXHIBIT "B-'"
A CONDOMINIUM
RECREATION SITE
EGAL DESCRIPTION
A PARCEL OF LAT LYING IN PART OF SECTION 27, TOWNSHIP 36 SOUTH,
RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA AND BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
I
COMMENCE AT THL NORTHEAST CORNER OF LOT 66 ACCORDING TO THE PLAT
OF RESERVE PLANTATION PHASE 3, AS RECORDED IN PLAT BOOK 24, PAGE 20 OF
THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, SAID POINT BEING ON
THE WESTERLY LINE OF A 300.00 FOOT INGRESS AND EGRESS EASEMENT
KNOWN AS "RESERVE BOULEVARD EXTENSION" AND RECORDED IN OFFICIAL
RECORD BOOK 629, PAGES 2523 THROUGH 2526 INCLUSIVE OF THE PUBLIC
RECORDS OF ST. LUCIE COUNTY, FLORIDA; THENCE SOUTHEASTERLY ALONG THE
SOUTHERLY EXTENSION OF SAID "RESERVE BOULEVARD EXTENSION" THE
FOLLOWING EIGH� COURSES: THENCE SOUTH 48-11'37" EAST, A DISTANCE OF
270.27 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE..SOUTHWEST
HAVING A RADIUS JOF 2350.00 FEET AND A CENTRAL ANGLE OF 25°15'29";
THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, AN ARC DISTANCE
OF 1035.97 FEET TO A POINT OF TANGENCY; THENCE SOUTH 22°56'08" EAST,
A DISTANCE OF 732.22 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE
WEST HAVING A R�DIUS OF 1124.00 FEET AND A CENTRAL ANGLE OF
38° 16'24' - THENCE i SOUTHERLY ALONG THE ARC OF SAID CURVE, AN ARC
DISTANCE OF 750 83 FEET TO A POINT OF TANGENCY; THENCE SOUTH
15-20-16" WEST, AIDISTANCE OF 434.07 FEET TO THE BEGINNING OF A CURVE
CONCAVE TO THE FAST HAVING A RADIUS OF 1300.00 FEET AND A CENTRAL
ANGLE OF 33°35'08'; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE, AN
ARC DISTANCE OF I762:03 FEET TO A POINT OF TANGENCY; THENCE SOUTH
18°14'52" EAST, A (DISTANCE OF 784.39 FEET TO THE BEGINNING OF A CURVE
CONCAVE TO THE NORTHEAST HAVING A RADIUS OF 1034.87 FEET AND A
CENTRAL ANGLE OF 25°14'11"; THENCE SOUTHEASTERLY ALONG THE ARC OF
SAID CURVE, AN ARC DISTANCE OF 455.82 FEET TO A POINT OF CUSP; THE
RADIUS POINT OF SAID CURVE BEARS NORTH 46°30'57" EAST FROM THIS POINT;
THENCE DEPARTING SAID "RESERVE BOULEVARD EXTENSION" ALONG THE ARC
OF A CURVE CONCAVE TO THE SOUTH HAVING A RADIUS OF 25.00 FEET AND A
CENTRAL ANGLE OF 82°18'49"; THENCE WESTERLY ALONG THE ARC OF SAID
CURVE, AN ARC DISTANCE OF 35.92 FEET TO A POINT OF TANGENCY; THENCE
SOUTH 54°12'07" WEST, A DISTANCE OF 348.56 FEET TO A POINT OF NON -RADIAL
INTERSECTION WITH A CURVE CONCAVE TO THE EAST HAVING A RADIUS
OF 30.00 FEET AND A CENTRAL ANGLE OF 31°31'18"; THE RADIUS POINT OF
SAID CURVE BEARS( NORTH 67-41'44" EAST FROM THIS POINT; THENCE
SOUTHERLY ALONG THE ARC OF SAID CURVE, AN ARC DISTANCE OF 16.50 FEET
TO A POINT OF COMPOUND CURVATURE CONCAVE TO THE NORTHEAST HAVING
A RADIUS OF 87.00 FEET AND A CENTRAL ANGLE OF 35°08'47'; THENCE
SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, AN ARC DISTANCE OF 53.37
FEET TO A POINT bF REVERSE CURVATURE CONCAVE TO THE SOUTH HAVING A
RADIUS OF 413.00 FEET AND A CENTRAL ANGLE OF 02-09-24'; THENCE
EASTERLY ALONG THE ARC OF SAID CURVE,. AN ARC DISTANCE OF 15.55 FEET
TO A POINT OF RADIAL INTERSECTION; THENCE SOUTH 03'11'03" WEST, A
DISTANCE -•OF 26.00 FEET TO A POINT OF RADIAL INTERSECTION WITH A CURVE
CONCAVE TO THE SOUTHWEST HAVING A RADIUS OF 387.00 FEET AND A
CENTRAL ANGLE OF 20°24'29" AND THE POINT OF BEGINNING; THENCE
EASTERLY ALONG THE ARC OF SAID CURVE, AN ARC DISTANCE OF 137.84 FEET
TO A POINT OF RADIAL INTERSECTION; THENCE SOUTH 23°35'31" WEST, A
DISTANCE OF 18.001 FEET; THENCE SOUTH 00°35'07" EAST, A DISTANCE OF
29.33 FEET; THENCE SOUTH 26°32'08" WEST, A DISTANCE OF 28.99 FEET;,
THENCE SOUTH 12°34'14" EAST, A DISTANCE OF 26.64 FEET; THENCE SOUTH
59°48'24" WEST, AIDISTANCE OF 57.00 FEET; THENCE NORTH 30'11'36" WEST,
A DISTANCE OF 24.59 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE
SOUTHWEST HAVING A RADIUS OF 182.00 FEET AND A CENTRAL ANGLE OF
REVISED NOV., 1996
Lawson, Noble & Webb, Inc. LB # 6674
ENGINEERS PLANNERS SURVEYORS
590 N,W. PEACOCK BOULEVARD SUITE 9 LNW
PORT ST.- LUCIE, FL 34986
(561) 878-1700
• • • • • • • • • • • • •••N
SCALE: N/A I DATE: JULY, 1996 1 JOB NO. B100 I SHEET 1 OF 4
B1001os02.dwg 6-4-98 10:57:59 am EST
SCANNED
BY
S$ Lucie Couni
GOLF VILLAS II EXHIBIT "B-1"
A CONDOMINIUM
RECREATION SITE
LEGAL DESCRIPTION (CONT.)
35°05'40'; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE, AN ARC
DISTANCE OF 111.48 FEET TO A POINT OF NON -RADIAL INTERSECTION WITH A
CURVE CONCAVE TO THE WEST HAVING A RADIUS OF 213.00 FEET AND A
CENTRAL ANGLE OF 06°56'01'; THE RADIUS POINT OF SAID CURVE BEARS
NORTH 75°44'02" VEST FROM THIS POINT; THENCE NORTHERLY ALONG THE ARC
OF SAID CURVE, AN ARC DISTANCE OF 25.78 FEET TO A POINT OF TANGENCY;
THENCE NORTH 07r 19'57" EAST, A DISTANCE OF 25.62 FEET TO THE BEGINNING
OF A CURVE CONCAVE TO THE SOUTHEAST HAVING A RADIUS OF 15.00 FEET
AND A CENTRAL ANGLE OF 85°51'06"; THENCE EASTERLY ALONG THE ARC OF
SAID CURVE, AN ARC DISTANCE OF 22.48 FEET TO THE POINT OF. BEGINNING.
CONTAINING 0.3521 ACRE, MORE OR LESS. _
REVISED APR., 1997
REVISED NOV., 1996
Lawson, Noble & Webb, Inc. LB # 6674
ENGINEERS PLANNERS SURVEYORS
590 N.W. PEACOCK BOULEVARD SUITE 9
PORT ST. LUCIE, FL 34986 LN'W
(561) 878-1700
• • • • • • • • • • • • •••M
CALE: N/A DATE: JULY, 1996 JOB NO. B100 I SHEET 2 OF 4
131001os02.dwg 6-4-98 10:57:59 am EST
SCANNED
BY
Mudeftnty
GOLF VILLAS II
A CONDOMINIUM
MAP OF SURVEY
RECREATION SITI
66
65
EXHIBIT "B-1"
—P.O.C.
NORTHEAST CORNER LOT 66
RESERVE PLANTATION PHASE
P.B. 24, PAGE 20
SECT. 22, TWP. 36 SOUTH, RGE. 39 EAST
SECT. 27, TWP. 36 SOUTH, RGE. 39 EAST
R=2350.00'
A=25° 15'29"
A=1035.97'
NOTE.
0 ALLIMPROVEMENTS �A
SHOWN HEREON ARE
s:° � PROPOSED.
REDUCTION/
NOTTO 80M
v ,�` d /
�6'
/ Po C p 2r
/
C1
D, L7 t
r.•
LEGEND:
R=DENOTES RADIUS
A=DENOTES DELTA
A=DENOTES ARC LENGTH
P.O.C.=DENOTES POINT OF
COMMENCEMENT
R-O-W=DENOTES RIGHT OF WAY
U.E.=DENOTES UTILITY EASEMENT
D.E.=DENOTES DRAINAGE EASEMENT
N.R.=NOT RADIAL
NN
` � Q
h�
.i YL3
„° i L4
R=1124.00
0=38° 16'24:
A=750.83'
R=1300.00'
A A--' 76 '08"�
A=762.03'
LINE DATA
LINE
DIRECTION
DISTANCE
L1
S 23°35'31" W
18.00, .
L2
S 00°35'07" E
29.33'
L3
S 26°32'08" W
28.99'
L4
S 12°34'14" E
26.64'
L5
S 59°48'24" W
57.00'
L6
N 30'11'36" W
24.59'
L7
N 07'19'57" E
25.62'
RADIAL
L5 CURVE DATA
CURVE RADIUS DELTA LENGTH
C1 15.00' 85°51'06" 22.48' REVISED NOV., 1996
Lawson, Noble & Webb, Inc. LB # 6674
ENGINEERS PLANNERS SURVEYORS
590 N.W. PEACOCK BOULEVARD SUITE 9
PORT ST. LUCIE, FL 34986
(561) 878-1700 L N K
• • • O • • • • • • • •••• 9
CALE: 1"=100' DATE: JULY, 1996 1 JOB NO. B100 I SHEET 3 OF 4
B1001os02.dwg 6-4-98 10:57:59 are EST
SCANNED
BY
LEGEND:
A
= DELTA ANGLE
N.R.
= NOT RADIAL
A
- ARC LENGTH
O.E.
= OVERHANG EASEMENT
CATV
- CABLE TV
O.M.E.
= OVERHANG MAINTENANCE EASEMENT
C.B.
= CATCH BASIN
O.R.B.
= OFFICIALIRECORD BOOK
C.B.S.
- CONCRETE BLOCK & STUCCO
O/S
= OFFSET
CL
= CENTERLINE
O.S.
= OPEN SPACE TRACT
CONC.
- CONCRETE
P.B.
= PLAT BOOK
COV.
- COVERED
P.C.
= POINT OFICURVATURE
D.E.
= DRAINAGE EASEMENT
P.C.P.
= PERMANENT CONTROL POINT
ELEV.
= ELEVATION
P.D.E.
= PRIVATE DRAINAGE EASEMENT
E.O.P.
= EDGE OF PAVEMENT
P.G.E.
= PRIVATE GAS EASEMENT
E.O.W.
= EDGE OF WATER
P.K.
= PARKER K(LON NAIL
F.F.
= FINISHED FLOOR
P.O.B.
= POINT OFI BEGINNING
FND.
= FOUND
P.O.C.
= POINT OF COMMENCEMENT
F.P.E.
= FLOOD PLAIN EASEMENT
P.P.
= POWER POLE
F.P.L.
= FLORIDA POWER & LIGHT
P.R.M.
= PERMANENT REFERENCE MONUMENT
L.M.E.
= LAKE MAINTENANCE EASEMENT
PROP.
-PROPOSED
L.S.S.
= LANDSCAPE AND SIGNAGE EASEMENT
P.T.
= POINT OFI TANGENCY
M.H.
= MANHOLE
P.U.E.
- PRIVATE �1TILITY EASEMENT
MON.
= MONUMENT
R
= RADIUS
N.G.V.D.
= NATIONAL GEODETIC VERTICAL DATUM
RAD.
= RADIAL
DETAIL FROM PAGE 3
R/W = RIGHT-OF-WAY
SAN. - SANITARY
S.B,T. = SOUTHERN BELL TELEPHONE
S.F. - SQUARE FEET
T.O.B. = TOP OF BANK
TYP. - TYPICAL
U.E. - UTILITY EASEMENT
U.L.P. - UPLAND PRESERVATION
0 = SET N5 IRON ROD WITH CAP NO. LB 6674
0 = FOUND N5 IRON ROD WITH CAP No. LB 6674
- FOUND PERMANENT CONTROL POINT
p = SET P-K NAIL WITH DISK NO. LB 6674
- FOUND P-K NAIL No. LB 6674
0 - WATER SERVICES
D4 = WATER VALVE
= SANITARY SERVICE
❑ = FOUND PERMANENT REFERENCE MONUMENT 3864
- EXISTING ELEVATION IN FEET
0.00 > = PROPOSED ELEVATIONS IN FEET
-- 4 - DRAINAGE FLOW INDICATOR
SCALE: V'=! D'
PASPNq CT
q V EMENT
18.0'cv —
58.q'
N N
.
i
12.0' cD b
cti CONC. POOL cv
n DECK 5.20'
12.5'
�3s � 52.0:CQ
b
��o 5is K) POOL
m
2TT 8.0' 0.34
COV,
a 20.1
a� REST b 170
Al Rooms � A-
�o
ASPHALT cD
PAVEMENT CBS WALL
V�
UC
SURVEYOR'S REPORT:
I. THIS SURVEY IS PREPARED FOR LOUDEN BONDED POOLS
AND IS NOT ASSIGNABLE.
2. THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS AND/OR
RIGHTS -OF -WAY OF RECORD BY THIS OFFICE.
3. VISIBLE ENCROACHMENTS ARE AS SHOWN.
4. DESCRIPTION FURNISHED BY CLIENT.
5. NOTICE: THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON
THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THISI COUNTY.
6. THIS SKETCH IS THE PROPERTY OF LAWSON, NOBLE & WEBB,.INC. AND SHALL NOT
BE REPRODUCED IN WHOLE OR PART WITHOUT THE PERMISSION OF L�AWSON, NOBLE &
WEBB, INC. IN WRITING. j
7. BEARINGS SHOWN HEREON ARE BASED ON THE WESTERLY LINE OF RESERVE BLVD. EXTENSION
WHICH BEARS S 48'11'37" E AND ALL BEARINGS ARE RELATIVE THERETO.
B. BOUNDARY DIMENSIONS SHOWN ARE PER PLAT AND FIELD MEASUREMENT UNLESS
OTHERWISE NOTED. 1
9. ELEVATIONS SHOWN HEREON ARE BASED ON N.G.V.D. ADJUSTMENT OF 1929.
10. LANDS SHOWN HEREON LIE WITHIN ZONE X ACCORDING TO THE FLOOD INSURANCE
RATE MAP PANEL NO. 120285-0275F , DATED AUGUST 19, 1991
11. IMPROVEMENTS IF ANY ARE AS SHOWN.
12 DATE OF FIELD SURVEY: JUNE 3, 1998
CERTIFICATION:
IMPROVEMENTS, IF4 Y, ARE AS LOC
NOT VALID WIT T HE SIGNAT AND THE ORIGINAL RAISED SEAL OF A FLORIDA
LICENSED SU i ND MAPP
ESSIONAL SURVEYOR AND MAPPER
ION NO. 4961
B100los62.cIwg ' 6-4-98 10:5769 aim EST
SHEET 4 OF 4
-MAP OF BOUNDARY SURVEY
CLIENT:LOUDEN 'BONDED POOLS
LB # 6674 `^ W
Lawson, Noble & Webb, Inc.
ENGINEERS PLANNERS • SURVEYORS
590 NW Peacock Boulevard, Suite 9, Port SI, Lucie, Florida 34986
(561) 878-1700 • lox: (561) B78-1802 • email: Inw-psl®Inw-inc.com
West Palm Beach • Port St. Lucie • Plantation
REVISION FB/PG DATE BY CK'D DATE:6-4-98
BY; G.R.B.
CK'D: J.Q.
F,B,: PG:20
JOB NO.: B 100
SCAN I D
GOLF VILLAS IZ
A CONDOMINIUM
MAP OF SURVEY
RECREATION SITI
�C
pd
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L7
LEGEND:
a°12 O R
P �
L6
=DEWOTES IRON SET LB##3432
R=DENOTES RADIUS
,L=DENOTES DELTA
A=DENOTES ARC LENGTH
P.O.C.=DENOTES POINT OF
COMMENCEMENT
R—O—W=DENOTES RIGHT OF WAY
U.E.=DENOTES UTILITY EASEMEN
D.E.=DENOTES DRAINAGE EASEME
N.R.=NOT RADIAL
v\
ks,
65
66
EXHIBIT "B-1"
—P.O.C.
NORTHEAST CORNER LOT 66
RESERVE PLANTATION PHASE I
P.B. 24, PAGE 20
SECT. 22, TWP. 36 SOUTH, RGE. 39 EAST
SECT. 27, TWP. 36 SOUTH, RGE. 39 EAST
R=2350.00'
A=25° 15'29"
A=1035.97'
NOTE: N
ALL_ IMPROVEMENTS r
O SHOWN HEREON ARE
° � PROPOSED.
L5
R J3go 0 ,2g„
p�2 gA,
X16
A=38° 16'24"
A=750.83'
R=1300.00'
d=33°35'03"�
A=762.03'
D D
Na
LINE DATA MP�CN
LINE
DIRECTION
DISTANCE
L 1
S 23°35'31" W
18.00,
L2
S 00035'07" E
29.33'
L3
S 26032'08" W
28,99'
L4
S 12034'14" E
26.64'
L5
IS 59°48'24" W
57.00'
L6
N 30011'36" W
24.59'
L7
N 07-19-57" E
25.62'
CURVE DATA
CURVEN
I RADIUS
DELTA
LENGTH
C 1
1 15.00'
85°51'06"
22.48'
RADIAL
REVISED NOV., 1996
Lawson, Noble & Associates, LB a 3432
ENGINEERS PLANNERS SURVEYORS
590 N.W. PEACOCK BOULEVARD SUITE 9 Ak' d& IN
PORT ST. LUCIE, FL 34986
(561) 878-1700 LIN
_ ® � q � _ ' ` ..� ` : ®OEM♦
SCALE: 1"=100' DATE: JULY, 1996 f JOB NO. B100 I SHEET 69 OF 69
Nov 0,5, 1996 - 13=104 DWG Name, C,\DWG\B\BI00\B100REV\B100CD69.DVG Updated By, ED
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