FLD2004-05035 (2)
FLD2004-05035
202 Windward
Passage
Docks
SEC~"'ION 9, TOWNSHIP 29 SOUrrH, R.ANGE 15 EAST, PINELLAS COUNTY, FLORIDA
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30 60
II II ~ I
15
R~50.00' A=81.44'
CHD.-72.73'
CB=N060 03'25"W
LEGAL DESCRIPTION:
UPLANDS:
A PORTION OF LOT 9 AND ALL OF LOTS 10,11,12 AND 13, BLOCK D, UNIT 5, ISLAND ESTATES OF CLEARWATER, TOGETHER
WITH A PORTION OF VACATED DORY PASSAGE, AS RECORDED IN PLAT BOOK 51, PAGE 34, PUBLIC RECORDS OF PINELLAS
COUNTY, FLORIDA. BEING MORE FULLY DESCRIBED AS FOLLOWS: .
BEGINNING AT THE SOUTHEAST CORNER OF SAID LOT 13; THENCE N490 23'41"W, ALONG THE NORTHERLY RIGHT -OF -WAY
LINE OF "WINDWARD PASSAGE", A DISTANCE OF 320.00 FEET TO THE POINT OF CURVATURE OF A CURVE: TO THE RIGHT;
THENCE ALONG SAID CURVE, HAVING A RADIUS OF 50.00 FEET, CHORD 31.62 FEET, BEARING N300 57'41"W, A DISTANCE OF
32.17 FEET TO A POINT OF REVERSE CURVE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 50.00 FEET,
CHORD 73.14 FEET BEARI~iG N590 31'26"W, A DISTANCE OF 82.03 FEET; THENCE, LEAVING SAID LINE, N161i 31'22"W, A DISTANCE
OF 120.00 FEET TO THE POINT OF CURVATURE OF A NON-TANGENT CURVE; THENCE ALONG SAID CURVE TO THE RIGHT,
HAVING A RADIUS OF 170.00, A CHORD OF 162.57 FEET BEARING S7JD 57'31"E, A DISTANCE OF 169.50 FEET TO A POINT OF
TANGENCY; THENCE S490 2,3'41"E, A DISTANCE OF 180.00 FEET TO THE POINT OF CURVATURE OF A CURVE TO THE LEFT;
THENCE ALONG SAID CURVE HAVING A RADUIS OF 70.00 FEET, A CHORD OF 74.84 FEET BEARING S810 42'22"E, A DISTANCE
OF 78.96 FEET TO A POI~n, SAID POINT BEING THE SOUTHWESTERLY CORNER OF PHASE IV VILLAGE ON ISLAND ESTATES, AS
RECORDED IN PLAT BOOK 35, PAGE 12, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE ALONG THE SOUTHERLY
LINE OF SAID VILLAGE ON ISLAND ESTATES, THE FOLLOWING THREE (3) COURSES:
U S490 23'41"E, A DISTANCE OF 136.76 FEET; 2'> S080 12'32"E, A DISTANCE OF 81.05 FEET; AND 3'> S40Q 36'19"W, A DISTANCE
OF 106.62 FEET TO A POiNT ON THE NORTHERLY RIGHT -OF -WA ( LINE OF THE AFOREMENTIONED WINDWARD PASSAGE;
THENCE ALONG SAID LINE N490 24'09"W, A DISTANCE OF 61.00 ~C:ETi THENCE S400 36'19"W, A DISTANCE QF 20.00 FEET TO
THE POINT OF BEGINNING
CONT AINING 1.838 ACRES tAORE OR LESS.
SUBMERGED LANDS:I
THOSE SUBMERGED LANDS LYING NORTHWESTERLY OF PHASE IV, VILLAGE ON ISLAND ESTATES, AS DESCRIBED IN THE
OFFICIAL RECORDS BOOK 5885, PAGE 2178, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA AND AS SHOWN HEREON.
i
, i
NOTES:
1. BEARINGS SHOWN HEREON ARE BASED ON THE WESTERLY LINES OF LOTS 11-13. ACCORDING
TO THE MAP OR PLAT THEREOF. HAVING A BEARING OF NORTH 49023'41H WEST.
2. ELEVATIONS SHOWN HEREON ARE BASED ON N.G.V.D. DATUM OF 1929 MEAN SEA LEVEL = 0.00.
3. BENCHAMARK - PINELLAS COUNTY BENCHMARK MAP No. 144. BRASS DISK IN CONCRETE
STAMPED HAURAL-AH. ELEVATION = 12.607
4. THIS SURVEY WAS BASED ON THE TITLE COMMITMENT SUPPLIED TO OUR FIRM BY THE CLIENT.
TITLE COMMITMENT No. CF 1013152. DATED: DECEMBER 27, 2002. THERE MAY BE ADDITIONAL
RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY. EASEMENTS AND RIGHTS-OF-WAY
SHOWN PER PLAT.
5. UNDERGROUND IMPROVEMENTS, LOCATED AS SHOWN.
6. FLOOD ZONE INFORMATION:
COMMUN I TY PANEL No.: 125096 0007 0
FLOOD ZONE: ZONE AE
REVISED MAP DATE: AUGUST 15, 1991
7. A 30.00 FOOT DOCK EASEMENT PER PLAT BOOK 51, PAGE 34 OF THE. PUBLIC RECORDS
OF PINELLAS COUNTY, FLORIDA.
LEGEND'
FCM s FOUND CONCRETE MONUMENT
FIR '" FOUND IRON ROD
FCIR '" FOUND CAPPED IRON ROD
FIP '" FOUND IRON PIPE
FPIP '" FOUND PINCHED IRON PIPE
PC = POINT OF CURVATURE
PCP s PERMANENT CONTROL POINT
PLS '" PROFESSIONAL LAND SURVEYOR
PSM = PROFESSIONAL SURVEYOR & MAPPER
ORB '" OFFICIAL RECORDS BOOK
PG '" PAGE
PB '" PLAT BOOK
TBM '" TEMPORARY BENCHMARK
R '" RADIUS
A '" ARC DISTANCE
CHD. '" CHORD DISTANCE
CB = CHORD BEARING
(PI '" PLAT
11.11 '" MEASURED
IFI '" FIELD
IRI '" RADIAL
(CI '" CALCULATED
(0)> '" DEED
FND = FOUND
AIC '" AIR CONDITIONER
C.B.S. = CONCRETE BLOCK STUCCO
CONC. '" CONCRETE
LB '" LICENSED BUSINESS
~ '" DENOTES GROUND ELEVATIONS
Mill - DENOTES CATCH BASIN
~ DENOTES CONCRETE LIGHT POLE
Q DENOTES WOOD POWER POLE
OHW DENOTES OVERHEAD POWER LINES
L.F.F.EL. LOWEST FINISH FLOOR ELEVATION
'j '0 ,t\ '0'
,\r:3't.. :J
:10 ltrO
SO
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0.1'
"'-
cy
fv
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SUBMERGED LANDS
(O.R.B. 5885, PAGE 2178)
0.698 ACRES MORE Oft LESS
0
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to
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C'>/
C'>/
3:
en
.-
(Q
1"1
0
0
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0
0
0
0
0
3:
CERTIFICATION:
THE FOLLOWING PERTAINS TO SCHEDULE HBH OF THE TITLE COMMITMENT No.: CF 1013152. EFFECTIVE
DATE: DECEMBER 27, 2002. ISSUED BY: MACFARLANE, FERUSG~ & McMULLEN:
.
/
CLEARWATER HARBOR
WATERWAY (NOT INCLUDED)
NOT PLATTED
/
...
WOOD PILINGS /-
TYPICAL ~
AS TO ITEMS 1-4:
AS TO ITEM 5 :
PHASE IV
VILLAGE ON ISLAND EST A TES
(O.R.B. 4878, PG. 2008)
AS TO ITEM
AS TO ITEM
AS TO ITEM
AS TO ITEM
AS TO ITEM
AS TO ITEM
AS TO ITEM
10:
11 :
12:
REQUIRES NO RESPONSE BY SURVEYOR
THE NORTHWESTERLY 90 FEET OF DORY PASSAGE TO BE VACATED PER O.R.B. 4216,
PG. 1405. DIMENSION IS INCORRECT. SHOULD BE THE NORTHWESTERLY 80 FE~T.
(PLATTED AS AN 80 FOOT RIGHT-OF-WAY).
6: AS SHOWN ON SAID PLAT.
7: A 10 FOOT PERMANENT SANITARY SEWER EASEMENT ALONG THE WEST LINE OF THE
NORTHEASTERLY TWO THIRDS OF LOT 9. (O.R.B. 5020, PG. 675)
8: REQUIRES NO RESPONSE BY SURVEYOR.
9: SEE OFFICIAL RECORDS BOOK 5885. PAGE 2178. PUBLIC RECORDS OF PINELLAS
COUNTY, FLORIDA. FOR SUBMERGED LANDS ARTICLE NOT ATTACHED TO TITLE pACKAGE.
REQUIRES NO RESPONSE FROM SURVEYOR.
CONCRETE BULK HEAD LOCATED ON WATER PERIMETER OF SURVEY.
REQUIRES NO RESPONSE FROM SURVEYOR.
WATERWAY
SUBMERGED LANDS
(P.B. 51, PG. 34)
1.250 ACRES MORE OR LESS
(1) STORY
C.B.S.
.Q
3.6"
SANIT ARY MANHOLE
RIM EL. = 5.46
4.27
:Y
Y'
WOOD
PILINGS TYPICAL
R-70.00' A-78.96'
CHD.-74.84'(D) 74.57'(M)
CB-S810 42'22"E(o)
CB-S810 15'44"E(M)
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S4~31'49"E 136.75'(C)
S4~0 23'41"E 136.76'(0)
FLOATING
WOOD DOCKS .,
TYPICAL
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R-170.00' A-898.54' ~~
CHD.-162.57'(O) 162.84'(M)
CB-S780 57'34"E(o) ~
CB-S780 11'19"E(M)
3,82 FUEL:
'>", PUMPS
!'
CONCRETE
PAVEMENT
1.3' CONC. SEAWALL
32.4'
39.4'
I") (1) STORY
~ C.B.S.
39.4'
SANIT ARY MANHOLE
EL. = 5.31
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320.5'
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(1) STORY 1"1 to
C.B.S.
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CONCRETE
PAVEMENT
ASPHAL T
PAVEMENT
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FN/D
(NO 10>
CONCRETE
PAVEMENT
S49023'41"E
S490 16114"E
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180.00'(P)
180.01'(C)
CONCRETE
PAVEMENT
32.5'
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'dl
'dl
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1"1 101.0'
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LOT 13
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BAC~FLOW
PREVENTER
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LOT 10
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{)~
LOT 11
LOT 12
C.B.S. & STEEL FRAME
HIGH AND DRY MARINA
L.F.F .EL.=5. 71
C,B.S. & STEEL FRAME
HIGH AND DRY MARINA
OFFICE AREA
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320.5'
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POINT OF BEGINNING
SOUTHEAST CORNER
OF LOT 13
FN/D
LB 3676
N49023'41"W 320.00'(P) 320.09'(M)
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ASPHALT PAVEMENT
ASPHALT PAVEMENT
INLET
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CF-
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19.91'(M) 20.00'(0)
S40036'19"W<D)
5400 37'19"W(M)
---"";]l<;'"------------
'{6'" I if'
'<. 8"P\/C
= = = === = = ~= = == == == = === === =
OHW
OHW
OHW--
~~
'>'
-
LOT a.
~.,
.,~'}~
OHW
OHW
OHW
OHW---{)HW Q OHW
WINDWAR:D PASSAGE
60' RIGHT-OF-WAY
26'ASPHALT PAVEMENT
2'CONC. GUTTER
OHW
OHW
OHW
OHW
OHW
Gl
OHW
OHW
OH
SANIT ARY MANHOLE
RIM EL. = 5.48
INV,EL.= 1.87 NW
INV.EL.= 1.73 E
(CD CURVE DATA
R-50.00' A-32.18'
CHD.-31.62'(P8cM)
CB-N30o 57'35"W(P)
CB-N300 51134"W(M)
~ CURVE DATA
R-50.00' A-82.03'
CHD.-73.14'(O) 73.15'(M)
CB-N590 31'26IlW(o)
CB-N590 31'41IlW(M)
SANIT ARY MANHOLE
RIMEL.= 4.51
INV,[L.= 0.30 W
INV.E.L.= 0,54 E
INV.FL.= 0.14 S
.4Pl~ ~ '7 LIJU4
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SCALE:
FIELD BOOK:
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HAIDER DEVELOPMENT
CORPORA TION
L~DATE o~ FIEL WORK: NOVEMBER 12. 2003
~ .' . 04/22/04
BRUCE A. KLEIN. P M'N . 5052
FLOR IDA REG I STEREO SURVEYOR
NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL
OF A FLORIDA LICENSED SURVEYOR AND MAPPER
DRAWN BY:
PAGES:
FOR: SALAMAN A.H~DER
10719 BOCA POINTE DRIVE
ORLANDO, FLORIDA 32836
KLEIN & STAUB SURVEYING,INC.
PROFESSIONAL SURVEYORS AND MAPPERS
8016 OLD COUNTY ROAD No. 54
NEW PORT RICHEY. FLORIDA 34653
OFFICE: 727-834-8140 FAX: 727-834-8150
LB 6928
BOUNDARY &
TOPOGRAGH[IC
SURVEY
1"=30'
CHECKED BYl
XXX
030002.1
~. ,
SHEET No.:
~~~-~
15-18
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1 OF 1 ~
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04/22/04
11/13/03
02/06/03
DATE:
3
2
1
No:
ADDED 30 FT. DOCK NOTE & DORY PASSAGE
REVISED SANITARY PIPE RUN ALONG DORY PASSAGE
ADDED TITLE COMMITMENT CERTIFICATION
REV I S IONS
BAK
BAK
BAK
BY:
BAK
JOB No.:
--~~-1I