SGN2003-03012 (2)
SGN2003 -03 0 12
20967 US Hwy 19 N
Radisson Hotel
--
DEED
SECTION 17, TOWNSHIP 29 SOUTH, RANGE 16 EAST
PINELLAS COUNTY, FLORIDA
FIELD BOOK 26, PAGES 53 & 54
JOB #200117
S01.04'04"W (D&M)
124.32' (C) 125.02' (D)
LEGAL DESCRIPTION:
COMMENCE AT THE NORTHWEST CORNER OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTION 17, TOWNSHIP 29
SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA AND GO S 01.04'04" W, 125.02 FEET ALONG THE WEST BOUNDARY
OF SAID SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTION 17 (THE CENTERLINE OF U.S. HIGHWAY NO. 19 - STATE
ROAD NO. 55); THENCE N 89.54'49" E, 280.02 FEET TO THE POINT OF BEGINNING; THENCE N 89.54'49" E, 235.63
FEET; THENCE S 00.52'21" W, 554.70 FEET; THENCE S 89.46'01" W, 409.42 FEET, TO A POINT ON THE EAST RIGHT-
OF-WAY LINE OF U.S. HIGHWAY NO. 19 - STATE ROAD NO. 55; THENCE N 03.04'04" E, 213.19 FEET, ALONG SAID EAST
RIGHT-OF-WAY LINE; THENCE N 01.04'04" E, 142.87 FE~t ALONG SAID EAST RIGHT-OF-WAY LINE; THENCE N 89.54'
49" E, 164.43 FEET; THENCE N 01.04'04" E, 200.00 FEET TO THE POINT OF BEGINNING.
ALSO KNOWN AS:
A PARCEL OF LAND IN THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTION 17, TOWNSHIP 29 SOUTH, RANGE 16
EAST, FURTHER DESCRIBED AS FOLLOWS: BEGIN AT THE NORTHWEST CORNER OF THE SOUTHWEST 1/4 OF THE NORTHWEST
1/4 OF SECTION 17, TOWNSHIP 29 'SOUTH, RANGE 16 EAST AND RUN N 89.55'15" E, 100.02 FEET TO A POINT ON THE
EASTERLY RIGHT-OF-WAY LINE OF U.S. HIGHWAY 19; THENCE S 01.03'04" W ALONG THE EASTERLY RIGHT-OF-WAY
LINE OF U.S. HIGHWAY 19, 125.00 FEET TO THE POINT OF BEGINNING; THENCE N 89.55'15" E, 415.63 FEET; THENCE
S 00.52'47" W, 554.29 FEET; THENCE S 89.47'04" W, 417.31 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY
LINE OF U.S. HIGHWAY 19; THENCE N 01"03'04" E, ALONG SAID EASTERLY RIGHT-OF-WAY LINE, 555.32 FEET TO THE
POINT OF BEGINNING; LESS THAT PORTION THEREOF DESCRIBED AS FOllOWS: COMMENCING AT THE POINT OF BEGINNING
AS ABOVE DESCRIBED, GO N 89.55'15" E, 180.00 FEET; THENCE GO S 01.03'04" W, 200.00 FEET; THENCE GO S 89.55'
15" W, 180.00 FEET TO A POINT ON THE AFOREMENTIONED EASTERLY RIGHT-OF-WAY LINE; THENCE GO N 01.03'04" E,
200.00 FEET TO THE POINT OF BEGINNING; LESS EXISTING ROAD RIGHT-OF-WA YS LYING AND BEING IN PINELLAS COUNTY,
FLORIDA.
FOUND 3" BRASS DISC "P.C.E.D."
S. W. CORNER OF THE N. W. 1/4
OF SEC. 17-29-16
CERTIFIED CORNER #059367
GRAPHIC SCALE
SOUTHBOUND L\NES
S01.04'04"W (D&M) S01.03'04"W (P )
.C.E.D.
2681.02' (I~.C.E.D.)
30 0
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15 30 60
I I I
( IN FEET )
1 inch = 30 ft.
2682.44' (M)
0.65' WIDE MASONRY WALL
OVER 2' WIDE CONC. MEDIAN
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U.s. HIGHWAY 19 (STATE ROAD #55)
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F.P.C. EASEMENT
PART -A-.
O,R. BOOK 10087,
PAGES 2533-2537
213.23'
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F.P,C. EASEMENT
PART -B-
OR. BOOK 10087
PAGES 2533-2537
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ADJACENT PROPERTY
#21021 U.S. HWY. 19
OWNERS: JONNA TTI
ARCHITECTURE INC.
ADJACENT PROPERTY
#21051 U.S. HWY. 19
OWNERS: GTE FLORIDA INC.
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R.L.S. #1762
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Q.R. BOOK 2963. PA(;€S ~~ ;'.
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MASONRY
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ABBREVlA T10N LEGEND:
F.I.R FOUND IRON ROD, SIZE INDICATED (D) DEED
S,I.R. SET IRON ROD, 1/2- P.LS,1/5083 (P) PLAT
F.O,P, FOUND OPEN PIPE, SIZE INDICATED (M) MEASURED
F.P.P. FOUND PINCHED PIPE. SIZE INDICATED (C) CALCULATED
F.N.D. FOUND NAIL AND DISK CONC. CONCRETI:
S.N.D. SET NAIL AND DISK. P.LS.#5083 COV. COVERED
F,C.M. FOUND CONCRETE MONUMENT ASPH. ASPHALT
P,R,M. PERMANENT REFERENCE MONUMENT PVMT. PAVEMENT
P.C,P. PERMANENT CONTIWL POINT ELEV. ELEVA 110N
p,l. POINT OF INTERSECll0N TYP. TYPICAL
P.C, POINT OF CURVE SEC. SECll0N
P.O.B, POINT OF BEGINNING T'NP, TOWNSHIP
R,L,S. REGISTERED LAND SURVEYOR RGE. RANGE
P.LS, PROFESSIONAL LAND SURVEYOR
L.B. LAND BUSINESS
AIC AIR CONDI110NER
F,P,C. FLORIDA POWER CORPORAll0N
P.C.E.D, PINELLAS COUNTY ENGINEERING DEPT,
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F.C,M. 4"X 4"
R,LS. #1762
(F.C.M. 3"X 3"
0.65' S. & 0.14' E.)
GUY WIRE
& ANCHOR
POWER
TRANSfOMER
BOX
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ASPH, DRIVE & PARKING cD
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o.R. BOOI< ~3. PAGES ~~
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MASONRY WALL
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ASPH. DRIVE & PARKING
6' F.P,C. EASEMENT
O.R. BOOK 2963. PAGES 550-~
GRASS
ARE A
ASPH. PARKING
ASPH. PARKING
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F.C.M. 4 "X 4"
R.L.S. #1762
0.5' CONC. CURB/'"
ASPH. PARKING
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2' CONC. CURB
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500.52'2 "W
SOO.54'16 W
554.70'
554.89.
(M)
ADJACENT PROPERTY
OWNERS: PARK PLACE BUILDING LIMITED
ADJACENT PROPERTY UNDER CONSTRUCTION
OWNERS: HIGHWOODS / FLORIDA HOLDINGS
SURVEYOR'S REPORT:
1.) No underground encroachments (if any), foundations, structures, and/or utilitie/s have bee~ located an?d/odr tShOtWh~ unless otherceWpitSeasin~~cd~;~~edhereon.
2.) No instruments of record reflecting easements, rights of way, restrictions and or ownership were provl e 0 IS surveyor ex .
3.) Total Area of subject property = 190,545.8 Square Feet or 4.4 Acres (More ?r Less)
4) All f d have no number designating previous surveyors or company s except as shown. )
. ~orners o.un W t B d f th S W 1/4 f th N W 1/4 of Sec 17-29-16 = S 01'04'04" W (Deed as furnished by Title Commitment #322735, Dated 1/9/2001, Commonwealth Land Title Insurance Company
5.) BaSIS of Bearings = es oun ary 0 e.. 0 e... .' . , . . ( t)
6.) Easement granted to F.P.C. in O.R, Book 9226, Pages 1116-1118 is described as lying 5 feet on either Side of F.P.C. facilities on dPrethmlsesh' Btlatnhket Eas~men (BI k t E ment)
) Easement granted to Time Warner Communications in O.R. Book 10647, Pages 792-794 is described as in, over, acress, under an roug au e premises. an ease .'
7. Easement ranted to Florida Dept. Of Transportation in O.R. Book 8698, Pages 1178-1181 refer to the same Parts "/J, & B", F:P,C. Easement recorded in O,~. Book 10087, Pages 2533-2537 and graphlc?"y shown on drawln~.
~:~ Sewer Easegment granted to "Qu ick Foods" in O.R. Book 3787, Pages 11-19 refers to the same Easement as granted to the City of Clearwater, as recorded In O.R. Book 3823, Pages 851-854 and graphically shown on draWing.
c), F(.,.."\~",.,.I,v~'r.D'"
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MAY 0 (j 2003
PU\NNlNeJ OEPAr{f~J'ENT
CrrY OF CLEJ\H'JVAfEH
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N. W. 1/4 OF SEC. 17-29-16
/(NOT IN)
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FOUND 3" BRASS DISC "P.C.E.D."
N. W. CORNER OF THE N, W. 1/4 I 3:
OF SEC. 17-29-16 ~ w
CERTIFIED CORNER #059812 2S
AND ALSO LESS AND EXCEPT THE FOLLOWING PARCEL OF LAND CONVEYED TO THE STATE OF FLORIDA IN OFFICIAL
RECORDS BOOK 3524 ON PAGE 678 AND MORE PARTICULARLY DESCRIBED AS FOLLOWS:
THAT PART OF:
COMMENCE AT THE NORTHWEST CORNER OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTION 17, TOWNSHIP 29
SOUTH, RANGE 16 EAST; RUN THENCE N 89.55'15" E, 100.02 FEET TO THE EASTERLY RIGHT-OF-WAY LINE OF STATE
ROAD 55; THENCE SOUTHERLY ALONG SAID RIGHT -OF - WAY, 125 FEET; THENCE N 89.55'15" E, 180 FEET TO A
POINT OF BEGINNING; CONTINUE THENCE N 89.55'15" E, 235.65 FEET; THENCE S 00'52'47" W, 554.29 FEET;
THENCE S 89.47'04" W, 417.33 FEET TO SAID RIGHT-OF-WAY; THENCE NORTHERLY ALONG SAID RIGHT-OF-WAY
355.32 FEET; THENCE N 89'55'15" E, 180 FEET; THENCE N 01.03'04" E, 200 FEET TO THE POINT OF BEGINNING.
LYING WITHIN THE FOLLOWING METES AND BOUNDS DESCRIPTION:
BEGIN AT THE NORTHWEST CORNER OF SECTION 17, TOWNSHIP 29 SOUTH, RANGE 16 EAST; RUN THENCE S 00.35'18" W,
2020.75 FEET; THENCE N 89'22'03" E, 108.09 FEET; THENCE N 02.35'18" E, 214.93 FEET; THENCE N 00'35'18" E,
371.02 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE EASTERLY, HAVING A RADIUS OF 192 FEET; THENCE
NORTHERLY ALONG SAID CURVE, 72.82 FEET THROUGH A CENTRAL ANGLE OF 21.45'55" TO THE END OF SAID CURVE;
THENCE N 22.19'13" EAST, 11.93 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE WESTERLY, HAVING A RADIUS
OF 238 FEET; THENCE NORTHERLY ALONG SAID CURVE, 152.58 FEET THROUGH A CENTRAL ANGLE OF 36.43'55" TO THE
END OF SAID CURVE; THENCE N 14.24'42" W, 80.30 FEET; THENCE N 12'01'39" W, 73.93 FEET; THENCE N 02.01'
36" W, 77.40 FEET; THENCE N 00.35'18" E, 776.55 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE SOUTH
EASTERLY, HAVING A RADIUS OF 192 FEET; THENCE NORTHEASTERLY ALONG SAID CURVE 107.23 FEET, THROUGH A
CENTRAL ANGLE- or 32.00'00" TO THE END OF SAlf)- CURVE;~ THENCE N 32'35'18" E, 25.7,) FEEl. TO THE BEGINNING
OF A CURVE CONCAVE TO THE SOUTHWESTERLY, HAVING A RADIUS OF 68 FEET; THENCE NORTHWESTERLY ALONG 'SAID
CURVE 131.79 FEET THROUGH AN ANGLE OF 111.02'50"; THENCE N 89.08'42" W, 100 FEET; THENCE S 00.43'18" W,
27.23 FEET TO THE POINT OF BEGINNING
LESS EXISTING RIGHT-OF-WAY
ALL lYING AND BEING IN PINELLAS COUNTY, FLORIDA.
CERTIFIED TO: BA YSIDE LODGING, LLC
SOUTHTRUST BANK
RICHARDS, GilKEY, FITE, SLAUGHTER, PRATESI & WARD, P.A.
CARLTON, FIELDS, ET AL.
COMMONWEALTH LAND TITLE INSURANCE COMPANY
I, DONALD E. ARMSTRONG JR., A REGISTERED LAND SURVEYOR AND MAPPER IN THE STATE OF FLORIDA, DO HEREBY
CERTIFY TO THE AFORESAID PARTIES, AS OF THE DATE SET FORTH BELOW, THAT I HAVE MADE A CAREFUL SURVEY OF
A THE TRACT OF LAND DESCRIBED IN THE ABOVE LEGAL DESCRIPTION.
1) THE SURVEY REFLECTED BY THIS PLAT (DRAWING) WAS ACTUALLY MADE UPON THE GROUND, THAT THE ATTACHED PLAT
(DRAWING) OF SURVEY IS MADE IN ACCORDANCE WITH THE MINIMUM TECHNICAL STANDARDS ESTABLISHED BY THE STATE
OF FLORIDA FOR SURVEYORS AND MAPPERS, AND WITH THE "MINIMUM STANDARD DETAIL REQUIREMENTS FOR THE AL TA/
ACSM LAND TITLE SURVEYS" JOINTLY ESTABLISHED AND ADOPTED BY AL TA AND ACSM IN 1999, AND MEETS THE
ACCURACY STANDARDS (,AS ADOPTED BY AL TA AND, ACSM AND IN EFFECT ON THE DATE OF THIS CERTIFICATION) OF AN
URBAN SURVEY, WITH ACCURACY AND PRECISION REQUIREMENTS MODIFIED TO MEET CURRENT MINIMUM ANGULAR AND
LINEAR TOLERANCE REQUII~EMENTS OF THE STATE IN WHICH THE SUBJECT PROPERTY IS LOCATED, AND CONTAINS ITEMS
1, 2, 3, 4, 6, 7(A), 7(8), 8, 9, 10, 11, 13 OF TABLE A THERETO.
2) THE SURVEY CORRECTLY SHOWS THE LOCATION OF ALL BUILDINGS, STRUCTURES AND OTHER IMPROVEMENTS SITUATED
ON THE PREMISES.
3) THERE ARE NO VISIBLE EASEMENTS OR RIGHTS OF WAY ACROSS SAID PREMISES; THAT THE PROPERTY DESCRIBED
HEREON IS THE SAME AS THE PROPERTY DESCRIBED IN RICHARDS, GILKEY, FITE, SLAUGHTER, PRA TESI & WARD, P.A.,
COMMITMENT NO. 864-0029346 WITH AN EFECTIVE DATE OF NOVEMBER 15, 2002 AND THAT ALL EASEMENTS, COVENANTS
AND RESTRICTIONS REFERENCED IN SAID TITLE COMMITMENT, OR EASEMENTS WHICH THE UNDERSIGNED HAS BEEN ADVISED
OR HAS KNOWLEDGE, HAVE BEEN PLOTTED HEREON OR OTHERWISE NOTED AS TO THEIR EFFECT ON THE SUBECT PROPERTY.
4) THERE ARE NO ENCROACHMENTS ONTO ADJOINING PREMISES, STREETS OR ALLEYS BY ANY BUILDINGS, STRUCTURES OR
OTHER INPROVEMENTS, A~JD NO ENCROACHMENTS ONTO SAID PREMISES BY ANY BUILDINGS, STRUCTURES OR OTHER
IMPROVEMENTS SI1UA TED ON ADJOINING PREMISES.
5) SAID PROPERTY IS LOCATED WITHIN AN AREA HAVING A ZONE DESIGNATION OF "X" BY THE SECRETARY OF HOUSING
AND URBAN DEVELOPMENT, ON FLOOD INSURANCE RATE MAP NO. 0017-B, WITH A DATE OF IDENTIFICATION OF AUGUST 18,
1992, FOR COMMUNITY NO. 125096, IN PINELLAS COUNTY, STATE OF FLORIDA, WHICH IS THE CURRENT FLOOD INSURANCE
RATE MAP FOR THE COMMUNITY IN WHICH SAID PREMISES IS SITUATED.
6) THE PROPERTY HAS DIRECT PHYSICAL ACCESS TO U.S. HIGHWAY NO. 19, A PUBLIC STREET OR HIGHWAY.
7) THE NUMBER OF STRIPED PARKING PLACES LOCATED ON THE SUBJECT PROPERTY IS 201 REGULAR SP ACES AND 4
HANDICAP SPACES, AND TO THE EXTENT POSSIBLE, ARE GRAPHICALLY SHOWN HEREON.
REVlSION
10/25/2002
12/16/2002
DATE
UPDATE
REVISE NOTE #3
Donald E. Armstrong Jr.
Professional Land Surveyor
90 S. Highland Ave., #9
Tarpon Springs, Florida 34689
Phone (727) 945-1073
Fax (727) 945-8343
Certified For: Boundary Survey
This certifies that a survey of the property shown hereon was made
under my supervision and that the survey meets the Minimum
Technical Standards set forth by the Florida Board~ ()f. 8fofessional
Land Surveyors and Mappers in Chapter 61 G1 1.;;...6l':Florlpa: ,
Administrative Code, pursuant to Section 472.0?7, Florida SJatues.
Note: Survey not valid without the signature and'. ~~~origin~1
raised seal of a Florida Licensed Surveyor nd Mapp' :; ~.:
1/30/2001
Field Survey Date
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