669 BAY ESPLANADESURVEYOR'S REPORT AND MAP OF SURVEY:
THE MAP AND REPORT ARE NOT FULL AND COMPLETE WITHOUT THE OTHER.
LEGAL DESCRIPTION:
SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE:
LOT 8, BLOCK 77, MANDALAY UNIT NO. 5, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 20, PAGE DANA A. WYLLIE
27, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. PROFESSIONAL SURVEYOR AND MAPPER
LICENSE NUMBER LS 5874
STATE OF FLORIDA
ACCURACY:
I. THE ACCURACY STANDARD USED FOR THIS SURVEY, AS CLASSIFIED IN THE MINIMUM TECHNICAL STANDARDS (61617 -6
SHEET INDEX
WITHOUT LIABILITY TO THE SURVEYOR.
FAC), IS "COMMERCIAL /HIGH RISK ". THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF SURVEY IS I FOOT IN
2. THERE MAY BE ADDITIONAL EASEMENTS AND / OR RESTRICTIONS AFFECTING THIS PROPERTY THAT MAY OR MAY NOT BE
UPDATE TO TITLE COMMITMENT ADDITIONAL TOPO 20 N S
10,000 FEET. THE MINIMUM LINEAR CLOSURE FOR ALTA /ACSM LAND TITLE SURVEY IS 1 FOOT IN 15,000 FEET. THE
SQ\4 Q
v f
3. THE LOCATIONS OF THE UNDERGROUND UTILITIES AND / OR THEIR APPURTENANCES WERE PERFORMED BY A FIELD SURVEY
ACCURACY OBTAINED BY MEASUREMENT AND CALCULATION OF A CLOSED GEOMETRIC FIGURE IS I FOOT IN 93,882 FEET.
ABBREVIATIONS
LEGEND:
2. ALL CONTROL MEASUREMENTS WERE MADE WITH A TRANSIT AND STEEL TAPE, OR DEVICES WITH EQUIVALENT OR HIGHER
A/C
= AIR CONDITIONER
DEGREES OF ACCURACY.
B/C
= BACK OF CURB
UNDERGROUND UTILITIES AND / OR THEIR APPURTENANCES SHOWN, COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN
(C)
= CALCULATED DATA
3. THE FIELD MEASURED VERTICAL CONTROL FOR ELEVATION INFORMATION RELATED TO THIS SURVEY IS BASED ON A LEVEL
4. PRINTED DIMENSIONS SHOWN ON THE SURVEY SUPERSEDE SCALED DIMENSIONS. THERE MAY BE ITEMS DRAWN OUT OF SCALE
TO GRAPHICALLY SHOW THEIR LOCATION.
= CENTERLINE
LOOP, USING DIFFERENTIAL LEVELING TECHNIQUES. CLOSURE ACHIEVED IS 0.025 FEET AT 1.9225 MILE LOOP LENGTH,
CONC
CONCRETE
WHICH EXCEEDS THE MINIMUM ACCURACY REQUIREMENT CALCULATED AT A MAXIMUM MISCLOSURE OF 0.069 FEET.
COP
= CORRUGATED METAL PIPE
6. IRRIGATION EQUIPMENT AND / OR THEIR APPURTENANCES HAVE NOT BEEN LOCATED UNLESS OTHERWISE SHOWN HEREON.
(D)
= OFFICIAL RECORDS BOOK 8310, PAGE 2172
DATA SOURCES:
E/P
= EDGE OF PAVEMENT
A GUARANTEE NOR A WARRANTY.
EL
= ELEVATION
(F)
= FIELD DATA
I. BEARINGS ARE BASED ON THE EAST LINE OF BLOCK 77, MAP OR PLAT ENTITLED 'A REPLAT OF LOTS I TO 8 INCL. ELOCK
FIR
= FOUND IRON ROD
83 - LOTS II TO 20 INCL. BLOCK 84 - LOTS 9 TO 16 INCL. BLOCK 85 - LOTS 5 -6 -7 BLOCK 86 AND ALL OF BLOCKS
FN &D
= FOUND NAIL AND DISK
76 -77- 78-79- 80- 81- 82 -87, UNIT NO. 5, MANDALAY, CLEARWATER BEACH, CLEARWATER, FLORIDA ", BEING S20000'001E. AND
FOP
= FOUND OPEN END IRON PIPE
IS SHOWN ON MAP OF SURVEY. (SEE DATA SOURCE 3)
FPKD
= FOUND PARKER KALON NAIL AND DISK
12. FIELD WORK FOR REVISION I WAS COMPLETED ON 3/19/2004 AND CONTAINED IN FIELD BOOK 638, PAGES 65 -66.
FPP
= FOUND PINCHED IRON PIPE
2. THE PLAT OF " MANDALAY. THE ISLE OF A THOUSAND PALMS, CLEARWATER BEACH, UNIT NO. 5 ", AS RECORDED IN PLAT
IE
= INVERT ELEVATION
BOOK 20, PAGE 27 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, WAS UTILIZED IN THE PREPARATION OF THIS
0/A
= OVERALL
SURVEY.
OHL
= OVERHEAD LINES
(P1)
= (SEE DATA SOURCE 2)
3. THE PLAT OF "A REPLAT OF LOTS I TO 8 INCL. BLOCK 83'- LOTS II TO 20 INCL. BLOCK 84 - LOTS 9 TO 16 INCL.
(P2)
= (SEE DATA SOURCE 3)
BLOCK 85 - LOTS 5 -6 -7 BLOCK 86 AND ALL OF BLOCKS 76-77-78- 79- 80 -81- 82-87, UNIT NO. 5, MANDALAY, CLEARWATER
\
I. THE RIGHT -OF -WAY INFORMATION FOR THIS SURVEY IS FROM THE PLATS REFERENCED IN DATA SOURCES 2 AND 3.
BEACH, CLEARWATER. FLORIDA ", AS RECORDED IN PLAT BOOK 20, PAGE 48 OF THE PUBLIC RECORDS OF PINELLAS COUNTY,
PB
PG
= PLAT BOOK
= PAGE(S)
FLORIDA, WAS UTILIZED IN THE PREPARATION OF THIS SURVEY.
R/W
= RIGHT OF WAY
4. THIS SURVEY WAS PREPARED WITH THE BENEFIT OF A COMMITMENT TO INSURE TITLE, PREPARED BY ATTORNEY'S TITLE
SEC
= SECTION
INSURANCE FUND, INC., COMMITMENT NO. CF- 7084514, FUND FILE NUMBER 04- 2004-1562, EFFECTIVE DATE OF MARCH 8, 2004
SIR
= SET 1/2" IRON ROD, LB 5776
AT 8:00 A.M.
SPK &D
= SET PARKER KALON NAIL AND DISK, LB 5776
S/W
= SIDEWALK
5. THE LEGAL DESCRIPTION SHOWN HEREON IS FROM THE TITLE COMMITMENT REFERENCED IN DATA SOURCE 4.
IBM
= TEMPORARY BENCHMARK
x�
TYP
= TYPICAL
6. ELEVATIONS ARE BASED UPON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 68). CONTROL BENCHMARK USED IS
U /P
= UTILITY POLE
DESIGNATED "AURAL RM 3 ", LOCATED AT THE WEST END OF AURAL STREET ( AUREL STREET (F). ELEVATION - 5.40 FEET.
UNK
= UNKNOWN TREE
W/F
= WOOD FENCE
LIMITATIONS:
I. USE OF THIS SURVEY BY ANYONE OTHER THAN THOSE PREPARED FOR / CERTIFIED TO, WILL BE THE RE -USERS SOLE RISK
SHEET INDEX
WITHOUT LIABILITY TO THE SURVEYOR.
SURVEYORS REPORT, MAP OF SURVEY
2. THERE MAY BE ADDITIONAL EASEMENTS AND / OR RESTRICTIONS AFFECTING THIS PROPERTY THAT MAY OR MAY NOT BE
UPDATE TO TITLE COMMITMENT ADDITIONAL TOPO 20 N S
FOUND IN THE PUBLIC RECORDS OF THIS COUNTY.
SQ\4 Q
v f
3. THE LOCATIONS OF THE UNDERGROUND UTILITIES AND / OR THEIR APPURTENANCES WERE PERFORMED BY A FIELD SURVEY
QUALITY CONTROL: DAW
AND ONLY LOCATED AS SHOWN ON THE FACE OF THIS SURVEY. ONLY THE UNDERGROUND UTILITIES AND / OR THEIR
�M NQ R QF
APPURTENANCES WHICH WERE VISIBLE FROM GROUND LEVEL TO THE SURVEYOR ON THE ACTUAL DAY OF THE FIELD SURVEY WERE
FB 655, PG 40 -lei
LOCATED. NO EXCAVATIONS OR SUBSURFACE WORK EFFORTS OF ANY KIND WERE PERFORMED BY THE SURVEYOR TO VERIFY THE
SCALE: 1"= 10'
EXISTENCE OF ANY UNDERGROUND UTILITIES AND / OR THEIR APPURTENANCES. THE SURVEYOR MAKES NO GUARANTEE THAI' THE
UNDERGROUND UTILITIES AND / OR THEIR APPURTENANCES SHOWN, COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN
oN 6 3�
SERVICE OR ABANDONED.
\
4. PRINTED DIMENSIONS SHOWN ON THE SURVEY SUPERSEDE SCALED DIMENSIONS. THERE MAY BE ITEMS DRAWN OUT OF SCALE
TO GRAPHICALLY SHOW THEIR LOCATION.
h
\
THIS SURVEY IS MADE FOR THE BENEFIT OF RADCLIFFE DEVELOPMENT COMPANY: GUJU LAW GROUP, P.A.: AND ATTORNEY'S
5. UNDERGROUND FOUNDATIONS AND THEIR LOCATIONS HAVE NOT BEEN DETERMINED.
�;969
\
6. IRRIGATION EQUIPMENT AND / OR THEIR APPURTENANCES HAVE NOT BEEN LOCATED UNLESS OTHERWISE SHOWN HEREON.
7. SHOWN ANYWHERE ON THIS SURVEY, THE WORD "CERTIFY" IS UNDERSTOOD TO BE AN EXPRESSION OF A PROFESSIONAL
SYMBOLS
OPINION BASED UPON THE SURVEYOR'S BEST KNOWLEDGE, INFORMATION AND BELIEF, AND THAT IT THIS CONSTITUTES NEITHER
A GUARANTEE NOR A WARRANTY.
\
8. SUBJECT PROPERTY APPEARS TO LIE WITHIN FLOOD ZONE "AE' (BASE FLOOD ELEVATION 11), ACCORDING TO THE FLOOD
INSURANCE RATE MAP, MAP NUMBER 12103CO102G, EFFECTIVE DATE SEPTEMBER 3. 2003. AN ACCURATE ZONE DETERMINATION
\
SHOULD BE MADE BY THE PREPARER OF SAID MAP, THE FEDERAL EMERGENCY MANAGEMENT AGENCY, OR THE LOCAL GOVERNMENTAL
FROM STRUCTURE
AGENCY HAVING JURISDICTION OVER SUCH MATTERS PRIOR TO ANY JUDGMENTS BEING MADE FROM THE ZONE AS SHOWN.
\
9. ONLY NON - EXOTIC TREES, FOUR INCHES AND LARGER IN DIAMETER AT BREAST HEIGHT WERE LOCATED AND SHOWN HEREON.
\
10. NO DOCUMENTS OR EASEMENTS, EITHER RECORDED OR KNOWN, WERE PROVIDED TO THIS SURVEYOR.
BOUNDARY LINES.
\
11. BUILDING TIES ARE PERPENDICULAR TO
UNKNOWN TREE
12. FIELD WORK FOR REVISION I WAS COMPLETED ON 3/19/2004 AND CONTAINED IN FIELD BOOK 638, PAGES 65 -66.
\
BOUNDARY INCONSISTENCIES:
\
I. ANY ANGULAR AND / OR DIMENSIONAL DISCREPANCIES BETWEEN THE LEGAL DESCRIPTION(S) AND THE FIELD LOCATED
\
OCCUPATION BOUNDARY CORNERS, AND BOUNDARY CORNERS WITH MULTIPLE BOUNDARY MONUMENTS ALONG WITH THEIR
= FIRE HYDRANT
CORRESPONDING QUADRANT DIRECTIONAL MISSES, ARE SHOWN ON MAP OF SURVEY.
LOT 12
HYD
BLOCK 82 \
(P1)
APPARENT PHYSICAL USE:
\
THE SUBJECT PROPERTY APPEARS TO BE USED AS AN APARTMENT COMPLEX.
\
EASEMENTS /RIGHT -OF -WAY:
\
I. THE RIGHT -OF -WAY INFORMATION FOR THIS SURVEY IS FROM THE PLATS REFERENCED IN DATA SOURCES 2 AND 3.
\
PREPARED FOR:
\
RADCLIFFE DEVELOPMENT COMPANY
WITH THE "MINIMUM ANGLE, DISTANCE AND CLOSURE REQUIREMENTS WHICH CONTROL LAND BOUNDARIES FOR ALTA /AGSM LAND
2424 CURLEW ROAD
F�
PALM HARBOR, FL 34683
TITLE SURVEYS'.
CERTIFIED TO:
TITLE: ALTA /ACSM LAND TITLE SURVEY
OF LOT 8, BLOCK 77, MANDALAY
THE ISLE OF A THOUSAND PALMS, CLEARWATER BEACH, UNIT NO. 5
SECTION 5, TOWNSHIP 29 SOUTH, RANGE 15 EAST, CLEARWATER BEACH, PINELLAS COUNTY, FLORIDA
CORNER \
NOT FOUND
i
i
NE CORNER OF \ FOUND
BLOCK 77 DRILL HOLE
pit4A A S'�RF.� BLOCK ��
AND ALA SAND P ALM5 xi\
501A p, THOU UNIT NO
„THE -TER
'v gEAPG' 27
BLOCK �-7 5 CLEAR Pg 20, x'� .0p
UN\T NO • Y FUOR1D A '
if
BLOCK 77 CORNER CIF M AND A E ARw A"(ER' �c o�No o �,$
(P1,P2) BEACH, C'PG 4$ ^�o g Go�� \
\Zta- Na O
s
T
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CLE PRW ATER Pg ZC MPSONRS MoQO 69
THIS SURVEx iSI NQT'PCH) ,WIJU.T`7HE SIGNATURE AND ORIGINAL
RAISED L�CK411 1101PA.LC ENSE"D SURVEYOR AND MAPPER
►.� CIO ^� � r
E$ F IEYOR AND MAPPER
tIC CR LS 5674
$gip - F `'FLORIDA
(P1,P2,F) �-►�
„THE 1S�EA -OER BEPPO' 2�
CLE�'Rw PB 20,
NO.
SHEET INDEX
1
SURVEYORS REPORT, MAP OF SURVEY
RADCLIFFE DEVELOPMENT COMPANY
P.A.
UPDATE TO TITLE COMMITMENT ADDITIONAL TOPO 20 N S
3 22 04
SQ\4 Q
v f
GUJU LAW GROUP,
ATTORNEY'S TITLE INSURANCE FUND, INC.
QUALITY CONTROL: DAW
DRAWN BY: FTM
�M NQ R QF
ADDITIONS OR DELETIONS TO SURVEY REPORTS
OR MAPS BY ANYONE OTHER THAN THE SIGNING
PARTY OR PARTIES IS PROHIBITED
FB 655, PG 40 -lei
FIELD DATE: 3/09/04
SCALE: 1"= 10'
oN 6 3�
SURVEYOR'S CERTIFICATE:
THIS SURVEY IS MADE FOR THE BENEFIT OF RADCLIFFE DEVELOPMENT COMPANY: GUJU LAW GROUP, P.A.: AND ATTORNEY'S
TITLE INSURANCE FUND, INC.
SYMBOLS
LEGEND:
I, DANA A. WYLLIE. PROFESSIONAL LAND SURVEYOR DO HEREBY CERTIFY TO THE AFORESAID PARTIES, AS OF THE DATE SET
FORTH BELOW THAT I HAVE MADE A SURVEY OF A TRACT OF LAND DESCRIBED HEREON.
((, '
CALCULATED DIMENSION
FROM STRUCTURE
TO BOUNDARY / RIGHT—OF—WAY LINE
1. THE ACCOMPANYING SURVEY WAS MADE ON THE GROUND AND SHOWS THE LOCATION OF BUILDINGS, STRUCTURES
AND OTHER VISIBLE IMPROVEMENTS SITUATED ON THE ABOVE PREMISES. THERE ARE NO VISIBLE ABOVE GROUND ENCROACHMENTS
UNKNOWN TREE
ON THE SUBJECT PROPERTY OR ONTO THE LAND ABUTTING SAID PROPERTY EXCEPT AS SHOWN HEREON.
®
= PALM TREE
2. THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH
*Cr
= FIRE HYDRANT
LAWS REGULATING SURVEYING IN THE STATE OF FLORIDA, AND WITH THE 'MINIMUM STANDARD DETAIL REQUIREMENTS FOR
HYD
ALTA/ACSM LAND TITLE SURVEYS', JOINTLY ESTABLISHED AND ADOPTED BY ALTA, ACSM AND NSPS IN 1999, WITH NO "TABLE
A' ITEMS INCLUDED. PURSUANT TO THE ACCURACY STANDARDS AS ADOPTED BY ALTA, NSPS AND ACSM, AND IN EFFECT ON THE
= GUY ANCHOR
DATE OF THIS CERTIFICATION, UNDERSIGNED FURTHER CERTIFIES THAT THE SURVEY MEASUREMENTS WERE MADE IN ACCORDANCE
Soo
= SANITARY CLEANOUT
WITH THE "MINIMUM ANGLE, DISTANCE AND CLOSURE REQUIREMENTS WHICH CONTROL LAND BOUNDARIES FOR ALTA /AGSM LAND
0
TITLE SURVEYS'.
(7
= UTILITY POLE
®
= WATER METER
0
DANA A. WYLLIE
x�
= POINT OF ELEVATION
PROFESSIONAL SURVEYOR AND MAPPER No. 5874
DATE:
TITLE: ALTA /ACSM LAND TITLE SURVEY
OF LOT 8, BLOCK 77, MANDALAY
THE ISLE OF A THOUSAND PALMS, CLEARWATER BEACH, UNIT NO. 5
SECTION 5, TOWNSHIP 29 SOUTH, RANGE 15 EAST, CLEARWATER BEACH, PINELLAS COUNTY, FLORIDA
CORNER \
NOT FOUND
i
i
NE CORNER OF \ FOUND
BLOCK 77 DRILL HOLE
pit4A A S'�RF.� BLOCK ��
AND ALA SAND P ALM5 xi\
501A p, THOU UNIT NO
„THE -TER
'v gEAPG' 27
BLOCK �-7 5 CLEAR Pg 20, x'� .0p
UN\T NO • Y FUOR1D A '
if
BLOCK 77 CORNER CIF M AND A E ARw A"(ER' �c o�No o �,$
(P1,P2) BEACH, C'PG 4$ ^�o g Go�� \
\Zta- Na O
s
T
J
CLE PRW ATER Pg ZC MPSONRS MoQO 69
THIS SURVEx iSI NQT'PCH) ,WIJU.T`7HE SIGNATURE AND ORIGINAL
RAISED L�CK411 1101PA.LC ENSE"D SURVEYOR AND MAPPER
►.� CIO ^� � r
E$ F IEYOR AND MAPPER
tIC CR LS 5674
$gip - F `'FLORIDA
(P1,P2,F) �-►�
„THE 1S�EA -OER BEPPO' 2�
CLE�'Rw PB 20,
NO.
SHEET INDEX
1
SURVEYORS REPORT, MAP OF SURVEY
1
UPDATE TO TITLE COMMITMENT ADDITIONAL TOPO 20 N S
3 22 04
FTM
QUALITY CONTROL: DAW
DRAWN BY: FTM
CHECKED BY: DAW
ADDITIONS OR DELETIONS TO SURVEY REPORTS
OR MAPS BY ANYONE OTHER THAN THE SIGNING
PARTY OR PARTIES IS PROHIBITED
NO.
REVISION
DATE
BY
1
UPDATE TO TITLE COMMITMENT ADDITIONAL TOPO 20 N S
3 22 04
FTM
QUALITY CONTROL: DAW
DRAWN BY: FTM
CHECKED BY: DAW
1333
FB 655, PG 40 -lei
FIELD DATE: 3/09/04
SCALE: 1"= 10'
SPK&D
FOUND X —CUT
0.40'W, ON LINE
SEAWALL
0.2'E
PATIO
1.9'E
GRAPHIC SCALE
10
( IN FEET )
1 inch = 10 ft.
MAN ;� A ZUU4
1
PLANNING DEPARTMENT
CITY OF CLEAR AI C—R
'V
SHEET __I
OF _ �_
FORESIGHT SURVEYORS, INC.
HYDROGRAPHIC, LAND & CONSTRUCTION SURVEYING
FFILE:ll333ALTA.dwg R
14561 -B 58TH STREET NORTH, CLEARWATER, FLORIDA 33760
PH. (727) 539 -7196 FAX (727) 539 -0888 LB No.: 5776
QUALITY CONTROL: DAW
DRAWN BY: FTM
CHECKED BY: DAW
1333
FB 655, PG 40 -lei
FIELD DATE: 3/09/04
SCALE: 1"= 10'
'V
SHEET __I
OF _ �_