FLS2002-05038
FLS2002-05038
MASSELLI,
ANTHONY
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RECORD SURVEY FOR: LOT 6, WHISPERING WINGS SUBDIVISION
LOCATED IN SECTION 32, TOWNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA
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ELYSIUM - PHASE 1
P.B. 9.3, PG. 4.3
LOT 6
CHElSEA V<<XX>S PHASE II
P.B. 96, PG. 88
311:1
LOT 12
589.49' 1 O"E
me 1 12"
LB 16'68
LOT 5
VACANT
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TOP OF BLOCK
ELEVATION - 80.97
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BOX
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FOUND Nad)
PCP 16168
TBlA 11
EL - 79.13
FOUND Nad)
PCP 16168
CURVE
C7
CS
C9
CURVE TABLE
LENGTH RADIUS BEARING
76.64 50.00 N4601S'25''''
24.26 20.00 N37009'07''''
125.27 100.00 N36001'19''''
CHORD
69.35
22.S0
117.24
LINE
L1
LINE TABLE
LENGTH BEARING
22.S1 N71054'300'"
LEGAL DESCRIPTION: (BY THIS FIRM)
LOT 6, WHISPERING WINGS SUBDIVISION, ACCORDING TO THE
MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 122,
PAGES 24 & 25, OF THE PUBLIC RECORDS OF PINELLAS
COUN TY, FLORIDA,
SUfMYORS REPORI'
1.) THIS IS A RECORD SURVEY ITS PRIMARY PURPOSE IS TO DOCUMENT HORIZONTAL AND VERTICAL
DIMENSIONAL DATA SO THAT CONSTRUCTED IMPROVEMENTS MAY BE LOCATED AND DELINEATED.
2.) THIS SURVEY COMPUES WITH THE FlORIDA MINIMUM TECHNICAL STANDARDS (61G7-6 FLORIDA
DMINISTRATlVE CODE) AND IS NOT INTENDED TO MEET A NATIONAL STANDARD.
THE PROfESSIONAL SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH fOR
ASEMENTS Of RECORD, ENCUMBRANCES, RESTRICTIVE COVENANTS, OWNERSHIP TITLE EVIDENCE. OR
ANY OTHER FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE.
4.) THIS SURVEY DOES NOT DETERMINE OR IMPLY OWNERSHIP.
5.) THE BEARING REFERENCE UNE IS THE CENTERLINE Of WINGS WAY BEING S71'54'.30"E, PER PLAT.
6.) SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT SURVEYED OR EXAMINED OR
CONSIDERED AS PART Of THIS SURVEY. NO EVIDENCE OR STATEMENT IS MADE CONCERNING THE
EXISTENCE OF UNDERGROUND OR OVERHEAD CONDITIONS, CONTAINERS OR FACILITIES THAT MAY
AFFECT THE USE OR DEVELOPMENT Of THIS PROPERTY.
7.) THE SURVEYORS LIABILITY FOR THIS SURVEY SHALL BE UMITED TO THE ACTUAL COST OF THIS
SURVEY.
s.) NORTH ARROW IS BASED ON THE BEARING STRUCTURE.
9.) CERTIFICATION IS NOT TRANSfERABLE.
10.) BUILDING TIES ARE TO FOUNDATION WALLS.
11.) COPYRIGHT C LAND PRECISION CORPORATION. ALL RIGHTS RESERVED. NO PART OF THIS
DRAWING MAY BE REPRODUCED BY PHOTOCOPYlNG, RECORDING OR BY ANY OTHER MEANS, OR
STORED, PROCESSED OR TRANSMITTED IN OR BY ANY COMPUTER OR OTHER SYSTEMS WITHOUT THE
PRIOR WRITTEN PERMISSION OF THE SURVEYOR. COPIES OF THIS PLAN WITHOUT AN ORIGINAL
SIGNATURE AND IMPRESSION SEAL ARE NOT VALID.
12.) ELEVATIONS BASED ON: PINEIlAS COUNlY BENCHMARK IS41, STAMPED CAMPUS "J", ELEVATION -
91.165. NATIONAL GEODETIC VERTICAL DATUM 1929.
SCALE: 1" = 30'
BAR 18 ())lB INCII ON omcmw. DRAWING
r 1/2" y
IF NOT on.DfCH ADIUST ACCORDINGLY
FlELD BOOK; 74, PAGE 34
REVISIONS:
RECORD SURVEY - 3/14/2002
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LOT 47
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(R) RADIAL fPP FOUND PINCHED PIPE SIZE AS NOTED
(C) CALCULATED SND SET NAIL AND DISK La '6168
~ TBM TEMPORARY BENCHMARK POB POINT Of BEGINNING
M GAS VALVE PCP PERMANENT CONTROL POINT
M WA1t:R VALVE BRL BEARING REFERENCE UNE
~ FIRE HYDRANT S/W SIDEWALK SIR SET IRON ROD
@ ORAINAGE loIAHHOLE POC POINT Of COUMENCEMENT
<S> SANITARY loIAHHOlE FeM FOUNO CONCRETE MONUMENT SIZE AS Narm
x:x LIGHT POtf PRW PERMANENT REFtRENCE MONUMENT
RC SET 1/2" REBAR AND eN> LB '6168 PC POIHT Of CURVATURE
POINT ON UNE OHW OVERHEAD WIRE
CENTERUNE CfT CURB liE
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CHAIN UNK FENCE (M) IolEASURED
(P) PLAT EL ELEVATION R/W RIGHT-Of-WAY
EIP EDGE Of PAVEMENT NaO NAIL ac DISK
\) - EXISTING ELEVATION
\)6P - PROPOSED ELEVATION
LAND PRECISION CORPORATION
CHECKED BY: GRN
"-
268.3 SUNSET POINT ROAD
CLEARWATER, Fl 337~9 L8 '6168
727-796-27.37
fAX 727-796-3326
SURVEYING MAPPING
DRA\\tl BY: JElII
CERTIFIED TO:
TONY at USA MASSELU
JOB # 01127
DATE SURVEYED: 6/15/2001
BOUNDARY SURVEY FOR: LOT 6, WHISPERING WINGS SUBDIVISION
LOCATED IN SECTION 32, TOWNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA
CHELSEA WOODS PHASE "
P.B. 96, PG. 88
LOT 13
311::1
LOT 12
LOT 47
LOT 5
VACANT
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ELYSIUM - PHASE 1
P.B. 93, PG. 4.3
LOT 6
VAeANT
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PCP {/6168
IRRIGA liON &
MAINTENANCE
EASEMENT
CURVE
C7
CB
C9
CURVE TABLE
LENGTH RADIUS BEARING
76.64 50.00 N46.1S'25"IJ
24.26 20,00 N37.09'07"IJ
125.27 100.00 N36"01'19"IJ
CHORD
69.35
22.S0
117.24
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LINE TABLE
LINE LENGTH BEARING
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LEGAL DESCRIPTION: (BY THIS FIRM)
LOT 6, WHISPERING WINGS SUBDIVISION, ACCORDING TO THE
MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 122,
PAGES 24 & 25, OF THE PUBLIC RECORDS OF PINELLAS
COUNTY. FLORIDA.
LEGEND
SUIM'tORS REPORt'
1.) THIS A BOUNDARY SURVEY.
2.) THE SURVEY REPRESENTED HEREON MEETS THE MINIMUM REQUIREMENTS Of CHAPTER 61G17-6,
FLORIDA ADMINISTRATIVE COOE PURSUANT TO SECTION 472.027, FLORIDA STATUTES.
3.) SURVEY IS SUBJECT TO A TITLE SEARCH FOR MATTERS OF RECORD EFFECTING THE PROPERTY.
4.) THIS SURVEY DOES NOT DETERMINE OR IMPLY OWNERSHIP.
5.) THE BEARING REFERENCE LINE IS THE CENTERLINE OF WINGS WAY BEING S71.54'30"E, PER PLAT.
6.) UNLESS NOTED NO UNDERGROUND INSTALLATIONS OR IMPROVEMENTS WERE LOCATED fOR THIS
SURVEY.
7.) THE SURVEYORS LIABILITY FOR THIS SURVEY SHALL BE LIMITED TO THE ACTUAL COST OF THIS
SURVEY.
8.) NORTH ARROW IS BASED ON THE BEARING STRUCTURE.
9.) CERTIFICATION IS NOT TRANSFERABLE.
10.) PURPOSE Of SURVEY IS TO SHOW PROPOSED HOUSE IN REFERENCE TO BOUNDARY UNES.
11.) COPYRIGHT @ LAND PRECISION CORPORATION. ALL RIGHTS RESERVED. NO PART OF THIS
DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, RECORDING OR BY A~ OTHER MEANS, OR
STORED, PROCESSED OR TRANSMITTED IN DR BY ANY COMPUTER OR OTHER SYSTEMS WITHOUT THE
PRIOR WRnTEN PERMISSION Of THE SURVEYOR. COPIES Of THIS PLAN WITHOUT AN ORIGINAL
SIGNATURE AND IMPRESSION SEAL ARE NOT VALID.
FOUND REBAR AND CAP FIR FOUND REBAR NO CAP SIZE M. NOTED
'th POWER POLE FOP FOUND OPEN PIPE SIZE M. NOTED
(R) RADIAL FPP FOUND PINCHED PIPE SIZE M. NOTED
(C) CALCULATED SND SET NAIL AND DISK LB '6168
~ IBM TEMPORARY BENCHlotARK POB POINT OF BEGINNING
~ GAS V&VE PCP PERMANENT CONTROL POINT
~ WATER V&VE BRl BEARING REFERENCE UNE
lit FIRE HYDRANT S/W SIDEWALK SIR SET IRON ROD
@ DRAINAGE MANHOLE POC POINT OF COMMENCEMENT
~ SANITARY MANHOLE FCM FOUND CONCRETE MONUMENT SIZE M. NOTED
Q UGHT POLE PRM PERMANENT REFERENCE MONUMENT
RC SET 1/2" REBAR AND CAP LB '6168 PC POINT OF CURVATURE
l POINT ON UNE OHW OVERHEAD WIRE
CENTERUNE C/T CURB TIE
WOOD FENCE F /T FENCE TlE
CHAIN UNK FENCE (M) MEASURED
D} DEED (P) PLAT El ELEVATION R/W RIGHT-Of-WAY
IS CONCRETE SlAB EIP EDGE OF PAVEMENT N&D NAIL & DISK
a - EXISTING ELEVATlON
a~ _ PROPOSED ElEVATlON
.
.
FIELD BOOK; 74. PAGE 34
LAND PRECISION CORPORATION
SCALE: 1" = 30'
BAR IB mo: DrCII Olf mmmw. DJWmfG
r JnI r
., IJ".O't.mo: JIlCIl ADnJBr ACCClRIlIlmLY
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REVISIONS:
...-
1059 BROADWAY, SUITE E
DUNEDIN, FL 34698 LB '6168
727-736-1166
FAX 727-734-5212
SURVEYING ~APPING
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24",28"
g- EUCALYPTUS TREE
6"
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DRAW1.~9,N~.,ME:0112,'7..D'vVP .
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AWN BY: JEIII
CERTIFIED TO;
TONY & USA MASSELU
CHECKED BY: GRM
JOB # 01127
DATE SURVEYED: 6/15/2001
V A CAN T
LOT
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