LUZ2002-09008
L UZ2002-09008
MORTON PLANT
HOSPITAL ASSOC.
609 PINELLAS
STREET
~
NORTH
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Aerial Map
Morton Plant Hospital Assodation, Inc.
1285 South Fort Harrision A venue & 609 Pinel/as Street
LUZ 2002-09008
....~~...... CITY OF CLEARWATER, FLORIDA
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I~ JI PUBIJC WORKS ADMINISTRATION
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lv.forton Plant Hospital Assodadon~ Inc.
1285 South Fort Hanision A venue & 609 Pinel!as Street
LUZ 2002-09008
CITY OF CLEARWATER. FIDRIDA
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FUTURE LAND USE PLAN MAP
OWNER/S: MORTON PLANT HOSPITAL ASSOCIATION, INC
SITE: 1285 SOUTH FORT HARRIS ION AVENUE &
609 PINELLAS STREET
ZONING
IRT
I
CASE: LUZ 2002-09008
PROPERTY SIZE (ACRES): 5.6
FROM:
TO:
LAND USE
INDUSTRIAL LIMITED
INSTITUTIONAL
PIN: 21/29/15/34668/000/0010
21/29/15/75222/000/0003
ATLAS PAGE: 3056
S, \ Planning Departmenl\C D B\land use cases\Case M"!',\LUZ2002-09008-morton plant hospital
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CASE NO. CW03-15
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CASE NO. CW03-15
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.r(;... INSTITUTIONAL
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GR.\pmcs PREPARED BY THE OmCE OF THE
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ACREAGE: 5.6
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PINELLAS PLANNING COUNCIL
Pinellas County Property APpr. Information: 21 29 15 34668 000 O.
Page 5 of5
Pinellas County Property Appraiser
Parcel Information
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Morton Plant Hospital Association~ Inc.
1285 South Fort Harrison A venue & 609 Pinellas Street
LUZ 2002-09008
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ZONING MAP
OWNER: Morton Plant Hospital Association, Inc. CASE: LUZ 2002-09008
SITE: 1285 South Fort Harrislon Avenue & I PROPERTY SIZE (ACRES): 5.6
609 Plnellas Street
ZONING LAND USE . 21/29/15/34668/000/0010
FROM: IRT INDUSTRIAL LIMITED PIN. 21/29/15/72522/000/0003
TO: I INSTITUTIONAL ATLAS 3058
PAGE:
.
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OWNER: Morton Plant Hospital Association, Inc. CASE: lUZ 2002-09008
SITE' 1285 South Fort Harrision Avenue & I PROPERTY SIZE (ACRES): 5.6
. 609 Pinellas Street
ZONING lAND USE 21/29/15/34668/000/0010
FROM: IRT INDUSTRIAL LIMITED PIN: 21/29/15/72522/000/0003
TO: I INSTITUTIONAL ATLAS 3058
PAGE:
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ADOPTED AMENDMENTS TO FUTURE USE PLAN AND ZONING ATLAS
OWNER: Morton Plant Hospital Association, Inc. CASE: lUZ 2002-09008
SITE: 1285 South Fort Harrision Avenue & I PROPERTY SIZE (ACRES): 5.6
609 Pinellas Street
ZONING LAND USE PIN' 21/29/15/34668/000/0010
FROM: IRT INDUSTRIAL LIMITED . 21/29/15/72522/000/0003
TO: I INSTITUTIONAL ATLAS 3058
PAGE:
..
SURVEYOR'S REPORT
MAP OF SURVEY:
5. THE RECORD PLATS OF RUBIN A.C. TURNER'S ADDITION TO MILTON PARK, AS RECORDED IN PLAT BOOK
3, PAGE 65 [SHOWN AS (PI) ON MAP OF SURVEY]: GULF VIEW SUBDIVISION PROPERTY OF R. PETZOLD. AS
RECORDED IN PLAT BOOK 5. PAGE 36 [SHOWN AS (P2) ON MAP OF SURVEY): MILTON PARK SUBDIVISION, AS
RECORDED IN PLAT BOOK I, PAGE 66 [SHOWN AS (P3) ON MAP OF SURVEY]; HARRISON SQUARE. AS RECORDED
IN PLAT BOOK 83, PAGE 6 [SHOWN AS (P4) ON MAP OF SURVEY]; J.B. ROBERTS, SUBDIVISION, AS
RECORDED IN PLAT BOOK H3, PAGE 82: AND MAP OF BELLEAIR FLORIDA, AS RECORDED IN PLAT BOOK HI,
PAGE 105, ALL OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, WERE UTILIZED IN THE
PREPARATION OF THIS SURVEY.
SEE SHEET 2 FOR MAP OF SURVEY
THE MAP AND REPORT ARE NOT FULL AND COMPLETE WITHOUT THE OTHER.
LEGAL DESCRIPll0N:
(SEE DATA SOURCE 3)
PARCEL I:
6. A BOUNDARY AND TOPOGRAPHIC SURVEY TITLED "PROPOSED AMP SUBDIVISION", PREPARED BY C. FRED
DEUEL AND ASSOCIATES, INC WORK ORDER NO. 97-380-2, DATED JULY 6, 1996, WAS UTILIZED IN THE
PREPARATION OF THIS SURVEY.
7. A RIGHT-OF-WAY AND TOPOGRAPHIC SURVEY TITLED "PINELLAS RECREATIONAL TRAIL FROM BELLEVIEW
BOULEVARD TO JONES STREET", PREPARED BY PINELLAS COUNTY PUBLIC WORKS LAND SURVEY DIVISION, PID
NUMBER 921594, SURVEY FILE NUVlBER 592, DATED JULY 15, 1994. WAS UTI U ZED I N THE PREPARAT I ON OF
THIS SURVEY. [SHOWN AS {S} ON MAP OF SURVEY)
8. ALL CERT I F I ED CORNER RECORDS WERE OBT A I NED FROM THE .p I NELL AS COUNTY PUBL I C WORKS LAND
SURVEY DIVISION.
BEGINNING AT THE SOUTHWEST CORNER OF THE NORTHEAST QUARTER (NE 1/4) OF THE NORTHEAST QUARTER
(NE 1/4) OF SECTION TWENTY-ONE (21), TOWNSHIP TWENTY-NINE (29) SOUTH, RANGE FIFTEEN (15) EAST.
PINELLAS COUNTY, FLORIDA, RUN NORTH TWO HUNDRED TEN (210) FEET, l~ENCE EAST TWO HUNDRED TEN
(210) FEET: THENCE SOUTH TWO HUNDRED TEN (210) FEET: THENCE WEST TWO H~NDRED TEN {210} FEET TO
POINT OF BEGINNING, EXCEPT ANY PORTION OF THE ABOVE DESCRIBED PREMISES NOW USED FOR PUBLIC
STREET PURPOSES.
PARCEL II:
LOTS t. 2, :3 AND 4. OF GULF VIEW SUBDIVISION PROPERTY OF R. PETZOLD. ACCORDING TO THE PLAT
THEREOF RECORDED I N PLAT BOOK 5, PAGE 36, OF THE PUBL I C RECORDS OFP q-lELLAS COUNTY. FLOR' DA.
9. A BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED BY FLORIDA DESIGN CONSULTANTS. INC. FOR MORTON
PLANT MEASE HEALTH CARE, JOB NUMBER 101- 08, DATED 8/25/1998, WAS UTILIZED IN THE PREPARATION
OF THIS SURVEY.
LESS AND EXCEPT THAT PART THEREOF DESCRIBED AS FOLLOWS:
A PORT ION OF LOTS " 2 AND 4 GULF V I EW SUBD I V I S I ON, PROPERTY OF R. PET.:OLD. AS RECORDED IN PLAT
BOOK 5. PAGE 36, OF THE PUBLIC RECORDS OF PINELLAS COUNTY. FLORIDA. D~BCRIBED AS FOLLOWS:
COIVMENCING AT THE SOUTHWEST CORNER OF THE NORTHEAST 1/4 OF THE NOIFHEAST 1/4 OF SECTION 21,
TOWNSHIP 29 SOUTH, RANGE 15 EAST, PINELLAS COUNTY, FLORIDA: PROCEEDS.89033' 24"E.. 30.00 FEET
TO THE EAST RIGHT -OF -WA Y LI NE OF SOUTH FORT HARR I SON: THENCE N 000 10 '.11 "E.. 271.85 FEET TO THE
POINT OF BEGINNING; THENCE CONTINUE N.oooIO' I I"E" 100.00 FEET TO THE" NORTH BOUNDARY OF SAID
GULF VIEW SUBDIVISION: THENCE S.8903:3'24"E., 150.00 FEET ALONG SAID NORTH BOUNDARY:
THENCE S.OOo 10' I ,"W. ,100.000 FEET: THENCE N.89033'24"W.. 150.00 FEET TO THE POINT OF BEGINNING.
10. OFFICIAL RECORDS BOOK5709. PAGE 531 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, WAS
UTILIZED IN THE PREPARATION OF THIS SURVEY. (SHOWN AS (02) ON MAP OF SURVEY]
I I. NO INFORMATION FOR THE ADJOINING PROPERTY OWNERS WAS SUPPLIED TO THE SURVEYOR,
LIMITATIONS:
I. USE OF THIS SURVEY BY ANYONE OTHER lHAN THOSE PREPARED FOR/CERTIFIED TO. WILL BE THE
RE-USERS SOLE RISK WITHOUT LIABILITY TO THE SURVEYOR,
2. THERE MAY BE ADDITIONAL EASEMENTS AND lOR RESTRICTIONS AFFECTING THIS PROPERTY THAT MAY OR
MAY NOT BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY.
3. THE LOCATIONS OF THE UNDERGROUND UTILITIES AND / OR THEIR APPURTENANCES WERE PERFORMED BY A
FIELD SURVEY AND ONLY LOCATED AS SHOWN ON THE FACE OF THE SURVEY. ONLY THE UNDERGROUND
UTILITIES AND/OR THEIR APPURTENANCES WHICH WERE VISIBLE FROM GROUND LEVEL TO THE SURVEYOR ON
THE ACTUAL DAY OF THE FIELD SURVEY WERE LOCATED. NO EXCAVATIONS OR SUBSURFACE WORK EFFORTS OF
ANY KIND WERE PERFORMED BY THE SURVEYOR TO VERIFY THE EXISTENCE OF ANY UNDERGROUND UTILITIES
AND/OR THEIR APPURTENANCES. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES
AND/OR THEIR APPURTENANCES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR
ABANDONED.
PARCEL 'II:
A PARCEL OF LAND COMPRISED OF THE FOLLOWING:
LOTS I, 2, 3. 4. 5 AND 6. BLOCK A AND ALL OF BLOCK B, A.C. TURNER'S ADDITION TO MILTON PARK.
ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 3, PAGE 65, OF THE PUBLIC RECORDS OF
PINELLAS COUNTY, FLORIDA. TOGETHER WITH THE 60 FOOT UNNAMED STREET SHOWN ON SAID PLAT WHICH IS
BOUNDED ON THE SOUTH AND NORTH BY THE SOUTH AND NORTH LINES OF SAID BLOCKS A AND B, EXTENDED,
AND THE 10 FOOT ALLEY LYING EAST OF AND ADJOINING THE EAST LINE OF SAID BLOCK A, SAID STREET
AND ALLEY VACATED BY RESOLUTION RECORDED MAY 9. 1922 IN DEED BOOK 125'. PAGE 207. OF THE PUBLIC
RECORDS OF PINELLAS COUNTY, FLORIDA:
A-1"U~S
~. C /JttC /C-
ALSO. THAT PART OF THE SOUTH ONE-HALF OF VACATED TUSKAWILLA STREET SOUNDED ON THE WEST BY THE
EAST LINE OF GULF VIEW SUBDIVISION. PROPERTY OF R. PETZOLD, AS RECORDED IN PLAT BOOK 5, PAGE CI/J.~~ ~~~
36, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, AND BOUNDED ON THE EAST BY THE WESTERLY f'pc...
RIGHT-OF-WAY LINE OF THE A.C.L. RAILWAY, AS VACATED BY RESOLUTION RECORDED IN OFFICIAL RECORDS~
BOOK 2403, PAGE 61, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA:
TOGETHER WITH A PORTION OF THE SW 1/4 OF THE NE 1/4 OF THE NE 1/4 OF SECTION 21. TOWNSHIP29
SOUTH. RANGE 15 EAST, PINELLAS COUNTY, FLORIDA:
4. PRINTED DIMENSIONS SHOWN ON THE SURVEY SUPERSEDE SCALED DIMENSIONS. THERE MAY BE ITEMS
DRAWN OUT OF SCALE TO GRAPHICALLY SHOW THEIR LOCATION.
5. UNDERGROUND FOUNDATIONS AND THEIR LOCATIONS HAVE NOT BEEN DETERMINED.
6. IRRIGATION EQUIPMENT AND / OR THEIR APPURTENANCES HAVE NOT BEEN LOCATED UNLESS OTHERWISE
SHOWN HEREON.
7. FIELD WORK WAS COMPLETED ON 3/24/1999. REVISION I FIELD WORK PERFORMED 5/13/1999.
ALL OF SAID PARCEL I I I BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
8. CALCULATED (C) GEOMETRY SHOWN ON MAP OF SURVEY WAS CAl.CULATED USING FIELD LOCATED POINTS
AND/OR RECORD DOCUMENTS.
BEGINNING AT A POINT TWO HUNDRED TEN (210) FEET EAST OF THE SOUTHWEST CORNER OF THE NORTHEAST
QUARTER (NE 1/4) OF THE NORTHEAST QUARTER (NE 1/4) OF SECTION TWENtY-ONE (21) TOWNSHIP 29
SOUTH, RANGE 15 EAST, PINELLAS COUNTY, FLORIDA: RUN THENCE NORTH rv:O HUNDRED TEN (210) FEET;
THENCE EAST FIFTY-FOUR (54) FEET; NORTH ONE HUNDRED SIXTY-FIVE (165) FEET TO THE NORTH LINE OF
THE SOUTH ONE-HALF OF VACATED TUSKAWILLA STREET: THENCE EAST THREE HUNDRED FOURTEEN AND EIGHT
ONE-HUNDREDTHS (:314.0B) FEET, MORE OR LESS, TO THE WEST LINE OF THE A.C.L. RAILWAY R/W; THENCE
SOUTHEASTERLY ALONG THE R/W TO THE SOUTH LINE OF THE NORTHEAST QUARTER (NE 1/4) OF THE
NORTHEAST QUARTER. THREE HUNDRED EIGHTY-FOUR AND ONE-FOURTH (3B4.25) FEET: THENCE WEST FOUR
HUNDRED SIXTY AND THIRTY-FIVE ONE HUNDREDTHS (460.35) FEET, MORE OR LESS, TO POINT OF
BEGINNING.
/' . U #.',v L('JJ:W ~
LESS THAT PART THEREOF WHICH VESTED IN THE STATE OF FLORIDA, DEPARTMENT OF TRANSPORTATION ~~~~ r!V
PURSUANT TO ORDER OF TAKING RECORDED IN OFFICIAL RECORDS BOOK 5709, PAGE 531, OF THE PUBLIC ~
RECDRDS OF PINELLAS COUNTY, FLORIDA.
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 CORRESPONDING QUADRANT DIRECTIONAL MISSES, ARE SHOWN ON MAP OF SURVEY.
2. THE MEETS AND BOUNDS LEGAL DESCRIPTION FOR THE LESS AND EXCEPT PORTION OF PARCEL I I STATES
"COMVENCING AT THE SOUTHWEST CORNER OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SEe
21-29S-15E; PROCEED SB9033'24"E. FOR 30.00 FEET TO THE EAST RIGHT-OF-WAY LINE OF SOUTH FORT
HARRISON: THENCE NOOo 10' II"E. 271.85 FEET TO THE POINT OF BEGINNING;". THE DISTANCE FROM THE
POINT OF COMMENCEMENT TO THE EXISTING MONUMENTED EAST RIGHT-OF-WAY LINE OF SOUTH FORT HARRISON
CALCULATES TO 23.72 FEET, AND THE DISTANCE FROM THE SOUTH LINE OF THE NORTHEAST 1/4 OF THE
NORTHEAs'r 1/4 OF SECTION 21-29S-15E TO THE POINT OF BEGINNING CALCULATES TO 275.00 FEET. THE
CALCULATED GEOMETRY WAS HELD FROM THE POINT ON COMMENCEMENT TO THE POINT OF BEGINNING DUE TO
THE BOUNDING CALLS OF SAID LEGAL DESCRIPTION AND THE POSITIONS OF THE FOUND FIELD MONUMENTS.
3. THE BOUNDING CALLS OF THE WESTERLY RIGHT-OF-WAY LINE OF THE'A.C.L. RAILWAY AND THE SOUTH
LINE OF THE NORTHEAST 1/4 OF THE NORTHEA"$T 1/4' OF SECT ION 21-29.'l::;,..I5E,-GSN'TA'INED:1 N THE ~MEf:.TSANO: .
BOUNDS PORTION OF THE LEGAL DESCRIPTION FOR PARCEL I I I WERE HELD OVER: THE CARDINAL DIRECTIONS
AND MORE OR LESS DISTANCES, AS SHOWN ON MAP OF SURVEY.
ALSO LESS AND EXCEPT FROM PARCEL I AND PARCEL I I THE FOLLOWING:
A PORTION OF LOTS .! ..2 AND 3, GULF VIEWSUBOIVISIONPROPERTY OF R., PE~I.QLD, AS RECORDED IN PLAT
BOOK 5, PAGE 36 OF" THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, 'OGETHER WITH A PORTION OF
THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 21, TOWNSHIP .~9 SOUTH, RANGE 15 EAST.
PINELLAS COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOL~OW$:
BEGIN AT THE SOUTHWEST CORNER OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 21, TOWNSHIP
29 SOUTH, RANGE 15 EAST. PINELLAS COUNTY, FLORIDA: THENCE NOoo05'32"W, ALONG THE WEST BOUNDARY
LINE OF SAID NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 21 (BEING THE BASIS OF BEARINGS FOR
THIS LEGAL DESCRIPTION), FOR 210.02 FEET TO THE SOUTHWEST CORNER OF GULF VIEW SUBDIVISION
PROPERTY OF R. PETZOLD, AS RECORDED IN PLAT BOOK 5, PAGE 36 OF THE PUBLIC RECORDS OF PINELLAS
COUNTY. FLORIDA: THENCE LEAVING SAID WEST BOUNDARY LINE OF THE NORTHEAST 1/4 OF THE NORTHEAST
1/4 OF SECTION 21, S890IEi'07"E, ALONG THE SOUTH BOUNDARY LINE OF SAID GULF VIEW SUBDIVISION
PROPERTY OF R. PETZOLD, FOR 16.20 FEET TO THE SOUTHWEST BOUNDARY CORNER OF LOT 3, SAID GULF
VIEW SUBDIVISION PROPERTY OF R. PETZOLD: THENCE LEAVING SAID SOUTH BOUNDARY LINE OF GULF VIEW
SUBDIVISION PROPERTY OF R. PETZOLD, NOOo05'32"W, ALONG THE WEST BOUNDARY LINE OF SAID LOT 3,
GULF VIEW SUBDIVISION PROPERTY OF R. PETZOLD, THE WEST BOUNDARY LINE OF LOT 2, SAID GULF VIEW
SUBDIVISION PROPERTY OF R. PETZOLD. AND THE WEST BOUNDARY LINE OF LOT I, SAID GULF VIEW
SUBDIVISION PROPERTY OF R. PETZOLD, RESPECTIVELY, SAME ALSO BEING A LINE 18.20 FEET EAST OF AND
PARALLEL WITH AFORESAID WEST BOUNDARY LINE OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION
21, FOR 165.02 FEET TO THE NORTHWEST BOUNDARY CORNER OF SAID LOT I. GULF VIEW SUBDIVISION
PROPERTY OF R. PETZOLD, SAME ALSO BEING THE POINT OF INTERSECTION WITH THE SOUTH BOUNDARY LINE
OF J.B. ROBERTS SUBDIVISION, AS RECORDED IN PLAT BOOK 3. PAGE 82 OF THE PUBLIC RECORDS OF
PINELLAS COUNTY, FLORIDA: THENCE S690I6'07"E, ALONG THE NORTH BOUNDARY LINE OF SAID LOT I, GULF
VIEW SUBDIVISION PROPERTY OF R. PETZOLD, SAME ALSO BEING SAID SOUTH BOUNDARY LINE OF J.B.
ROBERTS SUBDIVISION, FOR 7.23 FEET TO THE POINT OF INTERSECTION WITH THE EXISTING EAST
RIGHT-OF-WAY LINE OF SOUTH FORT HARRISON, AS FIELD MONUMENTED ON MARCH 25, 1999; THENCE LEAVING
$AID NORTH BOUNDARY LINE OF LOT I, GULF VIEW SUBOIVISION PROPERTY OF R. PETZOLD, 500010' I IW,
A~ONG .AID ~XI3T'NG E.AST RIGHT-OF.WAY LINE OF SOUTH f.ORT HAARISON. AS FIELD MONUMENTED ON MARCH
2&, 1999, ~OR 375.02 F~ET TO THE POINT OF INTE~SECTION WITH THE SOUTH BOUNDARY LINE OF
AFORESAID NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 21: THENCE N890I6'07"W, ALONG SAID
SOUTH BOUNDARY LINE OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 21, FOR 23.72 FEET TO
THE POINT OF BEGINNING AND CONTAINING 6,214 SQUARE FEET OR 0.143 ACRES, MORE OR LESS.
CLOSURE: 0.005' (LCS)
4. SEE EASEMENTS/RIGHT-OF-WAY
APPARENT PHYSICAL USE:
THE SUBJECT PROPERTY IS BEING USED AS A PLACE OF BUSINESS (TYPE UNKNOWN) AND CONTAINS SITE
IMPROVEMENTS AS SHOWN ON MAP OF SURVEY.
EASEMENTS/RIGHT -OF - WA Y:
I. NO DOCUMENTATION ON FORMAL DEDICATION AND / OR AUTHORITY FOR RIGHT- OF-WAY IN FAVOR OF THE
SOUTH 210 FEET OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 21-29S-15E FOR SOUTH FORT
HARRISON AVENUE WAS SUPPLIED TO THE SURVEYOR. THE PLAT OF GULF VIEW SUBDIVISION (SEE DATA
SOURCE 5) DEDICATES THE WEST 18.2 FEET OF SAID PLAT FOR FORT HARRISON AVENUE, (AS SHOWN ON MAP
OF SURVEY) THE EXISTING MONUMENTED EAST RIGHT-OF-WAY LINE OF SOUTH FORT HARRISON WAS HELD FOR
THE POSITION OF THE LESS AND EXCEPT PORTION OF PARCEL I I (SEE BOUNDARY INCONSI.STENCIES 2), THUS
CREATING A "GORE" STRIP BETWEEN SAID LESS AND EXCEPT PORTION OF PARCEL 2 AND THE EAST
RIGHT-OF-WAY LINE OF SOUTH FORT HARRISON. (AS SHOWN ON MAP OF SURVEY) (SEE DATA SOURCE 3(0) AND
REVISION I]
ACCURACY:
2. THE RIGHT-OF-WAY FOR "A" STREET IS 60 FEET PER THE MAP OF BELLEAIR FLORIDA (SEE DATA SOURCE
5), THE DISTANCE FROM THE EXISTING MONUMENTED SOUTH RIGHT-OF-WAY LINE OF "A" STREET (ALSO THE
NORTH LINE OF HARRISON SQUARE, SEE DATA SOURCE 5) TO THE SOUTH LINE OF THE NORTHEAST 1/4 OF THE
NORTHEAST 1/4 OF SECTION 21~29S"15E VARIES FROM 56,77 FEET ON lHE WEST SIDE OF THIS SUBJECT
PROPERTY TO 53.52 F"EE:T ON THE EAST S I DE OF TH I S SUBJEc'r PROPERTY. THE 0 I ST ANCE FROM l'HE
EXISTING MONUMENTED NORTH RIGHT-OF- WAY LINE OF "A" STREET TO THE SOUTH LINE OF THE NORTHEAST
1/4 OF THE NORTHEAST 1/4 OF SECTION 21-29S-15E VARIES FROM 2.21 FEET ON THE WEST SIDE OF THIS
SUBJECT PROPERTY TO 5.43 FEET ON THE EAST SIDE OF THIS SUBJECT PROPERTY. (ALL AS SHOWN ON MAP
OF SURVEY)
3. THE RIGHT-OF-WAY LINES FOR THE ATLANTIC COAST RAILWAY WERE CALCULATED UTILIZING THE SURVEY
REFERENCED IN DATA SOURCE 7.
THE FOLLOWING ARE PER THE TITLE COMMITMENT REFERENCED IN DATA SOURCE 2. {SEE DATA SOURCE 4}
4. EASEMENT IN FAVOR OF THE CITY OF CLEARWATER CONTAINED IN INSTRUMENT RECORDED IN DEED BOOK
961, PAGE 122, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. (SHOWN AS (01) ON MAP OF
SURVEY. THE CENTERLINE OF EXISTING RIGHT-OF-WAY FOR SOUTH FORT HARRISION WAS UTILIZED FOR THE
HORIZONTAL PLACEMENT OF THE EASEMENT ON THE MAP OF SURVEY]
5. EASEMENT IN FAVOR OF FLORIDA POWER CORPORATION CONTAINED IN INSTRUMENT RECORDED IN OFFICIAL
RECORDS BOOK 4014, PAGE 1683. OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. [SAID
EASEMENT IS DEFINED AS LYING 5.0 FEET ON EACH SIDE OF THE CENTERLINES OF ALL GRANTEE'S
FACILITIES, A NON-PLOTTABLE EASEMENT AND NOT SHOWN ON MAP OF SURVEY]
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I. THE ACCURACY STANDARD USED FOR THIS SURVEY, AS CLASSIFIED IN THE MINIMUM TECHNICAL
STANDARDS (6IGI7-6 FAC) , IS "COOMERCIAL/HIGH RISK". THE MINIMUM RELATIVE DISTANCE ACCURACY FOR
THIS TYPE OF SURVEY IS I FOOT IN 10,000 FEET. THE ACCURACY OBTAINED BY MEASUREMENT AND
CALCULATION OF A CLOSED GEOMETRIC FIGURE WAS FOUND TO EXCEED THIS REQUIREMENT.
2. METHODS FOR ALL CONTROL MEASUREMENTS WERE MADE WITH A TRANSIT AND STEEL TAPE, OR DEVICES
WITH EQUIVALENT OR HIGHER DEGREES OF ACCURACY.
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DATA SOURCES:
I. BEARINGS ARE BASED ON THE NORTH LINE OF THE NORTHEAST 1/4 OF SEC:IO~ 21, TOWNSHIP 29 SOUTH.
RANGE 15 EAST, PINELLAS COUNTY, FLORIDA, BEING ASSUMED AS N89020 31 E ,AS SHOWN ON MAP OF
SURVEY,
2. THIS SURVE'( WAS PREPARED WITH THE BENEFIT OF A COMMITMENT FOR TITLE INSURANCE ISSUED BY
COMMONWEALTH LANO TITLE INSURANCE COMPANY, REVISION NO. 'COMMITMENT NUMBER 864-386117,
COMPANY FILE NUMBER CL!08724, AGENT FILE NUMBER R-24533, EFFECTIVE DATE: JANUARY 12. 1999 AT
8:00 om.
3. THE LEGAL DESCR I PTI ON SHOWN HEREON I S AS IT APPEARS I N SA I 0 COM\HTMENT FOR TITLE INSURANCE
REFERENCED IN DATA SOURCE 2. (SEE DATA SOURCE 3(o)]
3(0) THE "ALSO LESS AND EXCEPT FROM PARCEL I AND PARCEL I I" PORTION OF THE LEGAL DESCRIPTION AS
SHOWN HEREON WAS CREATED BY FLORIDA DESIGN CONSULTANTS, INC., PER A LETTER FROM MARK MARQUARDT
DATED MAY 1 I, 1999. [SHOWN AS (L4) ON MAP OF SURVEY)
4. THE SOURCE OF ALL EASEMENT INFORMATION AND SUPPORT DOCUMENTS. BEING SAID COMMITMENT FOR
TITLE INSURANCE REFERENCED IN DATA SOURCE 2.
ROBERT C. WRIGHT JR.
PROFESSIONAL SURVEYOR AND MAPPER
LICENSE NUMBER LS 4965
STATE OF FLORIDA
PREPARED FOR:
.......
MORTON PLANT MEASE HEALTH CARE
420 PARK STREET
CLEARWATER. F'L 33'756.
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CERTIFIED TO:
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RICHARDS. GILKEY, ET AL
MACFARLANE, FURGUSON AND McMULLEN, ATTORNEY'S AT LAW
MORTON PLANT HOSPITAL ASSOCIATION. INC.
COMMONWEALTH LAND TITLE INSURANCE COMPANY
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PREPARED FOR.
SHEET DESCRIPTION.
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FLORIDA DESIGN CONSUL rANTS, INC.
E:NGINEERS, ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS
2639 McCormick Dr. Clearwater FL, 33759
Tel. (813) 724-8422 - Fox. (813)724-8606
Certificate of Authorization: LB 6707
state of Florida
~aJ_R2!i......_
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BOUNDARY SURVEY
AMP SITE CLEARW A TER
MORTON PLANT MEASE
HEALTH
J.,CS_
a.e.
ABBREVlA liONS LEGENQ
AC
A/C
ADW
ADS
ASPH
B/C
BFPD
BLDG
BNDY
BWF
(C)
C/C
CCR
CDW
CI
<t
CLF
eM
CMP
CO
CONC
COR
CPB
ciS
e/T
DB
DeVA
DNR
DEPT
DIA
DIP
DMH
E
ECMP
EL
EOW
E/P
ERCP
ESMT
(F)
rCM
FOOT
FH
FIR
Acres
Air Conditioner
= Asphalt Driveway
= Advance Drainage Systems
Asphalt
Back of Curb
Back Flow Prevention Device
Bullding
Boundary
Barb Wire Fence
- Calculated Data
= Covered Concrete
Certified Corner Record
Concrete Driveway
Curb Inlet
Center LIne
Chain LInk Fence
Concrete Monument
= Corrugated Metal Pipe
Cleon out
Concrete
Corner
Condo Plat Book
Concrete Slab
Curb Tie
Deed Book
= Double Check Valve Assembly
= Department of Natural Resources
- Department
Diameter
Ductile Iron Pipe
Dr'alnage Manhole
East
Elliptical Corrugated Metal Pipe
= Elevation
_. Edge of Water
= Edge of Pavement
Elliptical Reinforced Concrete Pipe
Easement
Field Dato .
= Found Concrete Monur~ent,
..~,
= Florida Department of Transpo~
- Fire Hydrant '-"
= Found Iron Rod and Cop
L1NETYPE LE;GEliD
\ " ,l 1'-
FND
FN&:D.
FFE
FN&:TT
FOP
FPB
FPC"
FPK
FPK&:D
FPP
FRRS
FT
F/T
FXC
G/A
GE
GI
GV
IE
INV
LB
LP
LS
MAS
MES
MH
MOL.
N
N/C
N/F
NAD
NAVD
NGS
NGVD
NP
a/A ~
OHW
OR
PB
PC
PCED
PCP
pG(S)
-.PI
~K
---- = Boundory Line
Center LIne
= Easement Line
= Edge of Water.
= Jurisdictional LIne
= RIght-Of-Way Line
= Section Line
-. Top Bank or Top of Berm
^
^
^
'"-.","'
Found
Found Nail and Disk
= Finished Floor Elevation
== Found Naif and Tin Tab
= Found Open End Iron Pipe
Florida Power Corporation Box
= Florida Power Corporation
Found Parker Kalon
Found Porker Kalon Nail and Disk
Found Pinched Iron Pipe
= Found Railroad Spike
Feet
Fence Tie
Found X-cut
, - Guy Wire Anchor
- Grote Elevation
Grate Inlet
Gas Valve
Invert Elevation
Invert
Corporate Certification Number
Light Pole
License Surveyor
Masonry
Mitered End Section
Manhole
More or Less
= North
No Cap
Not Found
North American Datum
North American Vertical Datum
National Geodetic Survey
Notion Geodetic Vertical Datum
= Normal Pool Elevation
= Over all
= Overhead Wire
Offlelal Record Book
= Plat Book
= Point of Curvature
... Plnellas County Engineering Department
= Permanent Control PoInt
= Pages
== Point of Intersection
= Porker Kalan Nail
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I.
- . . , . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . , . , . , .. .~ Toe of Slope or Grode Break
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2
8/06/99
5/15/99
RE'ASE SCRIVENERS ERROR IN PARCEL III LEGAL DESCRIPTION
REVISE SUBJECT BOUNDARY PER COMMENT LETTER FROM MARK I.lARQUARDT DATED 5/11/119
550 31-35.45-46,71
ATE.
3/25/1999
3CALf:,
N/A
NO.
l)A TE
('-1) =: PARCEL I DATA
(L2) = PARCEL II DATA
(L3) = PARCEL III DATA,
(L4) == LESS OUT PARCEL I AND PARCEL II
(01) = SEE EASEMENTS/RIGHT -OF -WA Y 3
(02) == SEE DATA SOURCE 10
(P1) = SEE DATA SOURCE 5
(P2) = SEE DATA SOURCE 5
(P3) = SEE DATA SOURCE 5
(P4) = SEE DATA SOURCE 5
(S) == SEE DATA SOURCE 7
(PA) = PINELLAS COUNTY PROPERTY APPRAISERS MAP DATA
_, ~~~'~~"~~~""!-'..-~".,.",=..~~_._.,.",~ll'.':"W""' '~.nr,;:~
REVISIONS
Joe NO,
Iii
Section 21 ,Township 29 South, Range ~ East.
PINELLAS County, Florida
xx'
xx'
= Property Line
Professional Land Surveyor
= Point of Beginning
= Point of Commencement
Point on Line
Permanent Reference Monument
Professional Surveyor and Mapper
Point of Tangency
Polyvinyl Chloride Pipe
Recorded Data
= Rein forced Concrete Pipe
= Registered Land Surveyor
Range
= Right of Way
South
Set Concrete Monument, 4"x4", LB 6707
Section
Seasonal HIgh Water Elevation
= Set 5/8"lron Rod and Cap, LB 6707
Set 5/8"lron Rod and Cap, LB 6707 WITNESS PT
Sanitary Manhole
Set Nail and Disk
Set Parker Kalon Noll and Disk, LB 6707
Set Parker Kalon Nail and Disk, LB 6707 WITNESS PT
Square
State Rood
= Story
= Sidewalk
Temporary Benchmark
Top of Bank
Typical
TownshIp
Utility Pole
Vitrified Clay Pipe
West
= With
= Wood Fence
Water Meter
-- Wood Utility Pole
"" Wall Tie
... Water Valve
= Degrees
= Minutes (Bedrlngs)
= Seconds (Bearing)
= Feet (Distances)
Sprinkler Control Box
It
PLS
POB
POC
POL
PRM
PSM
PT
PVC
(R)
RCP
RLS
RNG
R/W
S
SCM
SEC
SHW
SIR
SIR(W)
SMH
SN&D
SPK&:D
SPK&:D(W) =
SQ
SR
STY
S/W
TBM
TOB
(TYP)
TWP
U/P
VCP
W
W/
W/F
WM
WUP
W!T
WV
..
xx
,
xx
SCB
_..~.. ... ;.,,~ '. .v,;,;..
.... -:".' ... ,. .
-.. .
... ....--....,.
~':/i'
_; , Z.....
,..)H"
SYMBOLS LEGENO.
+ = AerIal Target
~ = Bench Mark
.QP~ = Cable T. V. Paint Stripe
~ = Cable T. V. Box
@ = Communications Manhole
. = Concrete light Pole
. = Concrete Post
c-a., = Concrete Utility Pole
@ = Drainage Manhole
<E> = Electric Manhole
FPCE:[ = F.P.C. Paint Stripe
1;l:. II1:l F.P.C. Pedestol
~ == Fire Hydrant
~ = Flog Pole
F = Gas Line Marker
f(., = Gas Filler Cap
~ = Gas Valve
m = Gas Meter Box
I!.LP~ = Gas Line Paint Stripe
fm = Grote Inlet
@ = GTE Manhole
J;t = GTE Pedestal
pm = GTE Marker
-) = Guy Wire
x:x :0= Light Pole
IfmI = Moll Box
ED = Metal Post
e = Monitoring Well
~ = Porklng Meter
R.WP~ = Reclaimed Water Paint Stripe
1m Reclaimed Water Box
~ = Reclaimed Water Valve
~ = Sanitary Sewer Monhole
@ = Sanitary Cleanout
-0- = Section Corner
,,= Sign
~ .. Sprinkler Mead
,gM~ "" Storm Water Paint stripe
mm ... Trafflc Signal Box
I]E = Traffic Signal Pole
\'IPS = Water LIne Point Stripe
IE = Water Meter
~ = Water Valve
C'lJ., = Wood Utility Pole
~ = Wood Light Pole.
cj = Wood Post
~
'};
f)..f;).
i-- "" Point of Elevation
25.2' = Calculated Dimension from Structure
-=- to Boundary / Right-of-Way Line
\l == Landscape light
LAST DATE OF FIELD WORK REVISION I. 511411999
LAST DATE OF FIELD WORK, 3/2511999
SEE SHEET I FOR SURVEYOR'S REPORT
AND LEGENDS
SEE SHEET 2 FOR SECTION GEOMETRY
SEE SHEET 3 FOR MAP OF SURVEY
THIS SURVEY NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL
RAISED SEAL OF A FLORIDA L..'CE'?ED S RV~R AND MAPPER.
DA TE_. Sl~~,~f)t~_- ,. 7.
.'.......,..
SHT.
---W.I.:.Q.L.-
Fll!Lb lOOK NO. a PAGI!
ItY
QC
OF
3