00-40
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RESOLUTION 00-40
A RESOLUTION OF THE CITY OF CLEARWATER, FLORIDA,
HAVING DETERMINED THE NECESSITY TO REPLACE THE
EXISTING MEMORIAL CAUSEWAY BRIDGE; AND HAVING
ENTERED INTO A JOINT PROJECT AGREEMENT WITH THE
STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION
TO CONSTRUCT SAID BRIDGE; NOW AUTHORIZING AND
DIRECTING CONDEMNATION OF THE NECESSARY
PROPERTY FOR RIGHT OF WAY; PROVIDING AN EFFECTIVE
DATE.
WHEREAS, the City Commission adopted Resolutions No. 96-38 and 96-39
on May 2, 1996 determining the necessity to replace the existing Memorial
Causeway Bridge, establishing its replacement as being of the highest priority to
the City of Clearwater, and;
WHEREAS, the City Commission adopted Resolution 97-41 on June 19,
1997 approving a Joint Participation Agreement (herein "JPA") between the City
of Clearwater (herein "City'') and the Florida Department of Transportation
(herein "Department'') to construct a new Memorial Causeway Bridge (herein
"Project''), and;
WHEREAS, under the JPA the City agreed, among other covenants with
the Department, to provide advance funding and authorize Right of Way
acquisition for the Project; and,
WHEREAS, under the JPA the Department is responsible for ensuring that
Right of Way acquisition is performed in accordance with all applicable State and
Federal standards, and;
WHEREAS, preliminary construction plans for the new Memorial Causeway
Bridge identify four parcels of real property that are required for Project Right of
Way; now, therefore,
BE IT RESOLVED BY THE cm COMMISSION OF THE cm OF
CLEARWATER, FLORIDA:
Section 1. The City finds it necessary and in the public interest to
construct the new Memorial Causeway Bridge in accordance with preliminary
project plans.
Resolution 00-40
.
Section 2. The City Commission authorizes the Public Works
Administrator or her designee to give testimony and commit the City to the
preliminary Project plans, and to development of final construction plans for the
Project.
Section 3. The City Commission commits itself to the particular use and
extent of the property to be taken for Right of Way purposes as reflected in the
preliminary project plans.
Section 4. The City Commission finds it necessary to acquire the fee
simple interest in four parcels of real property identified as parcel 100 (Melanie
H. Cordes Trustee), parcel 101 (W.A.G.I., a division of Wagenvood Advertising
Group, Inc., a dissolved Florida Corporation), parcel 102 (Oak Bluff Commercial
Condominium) and parcel 104 (Oak Cove Commercial Condominium), all being
more specifically described in Exhibit "A" attached hereto and a part hereof.
Section 5. The City Commission finds it necessary to also acquire 15-
foot perpetual maintenance easements in two parcels of real property identified
as parcel 800 (Melanie H. Cordes, Trustee) and parcel 801 (W.A.G.I., a division
of Wagenvood Advertising Group, Inc., a dissolved Florida Corporation), both
being more specifically described in EXHIBIT "B" attached hereto and a part
. hereof.
Section 6. The City Attorney is hereby expressly authorized to file
petitions in eminent domain, and prosecute same to conclusion if necessary,
against the properties identified in this Resolution.
Section 7. This resolution shall take effect immediately upon adoption.
PASSED AND ADOPTED this 12th day of December
, 2000.
Approved as to form:
~
Pamela K. Akin, City Attorney
Attest:
.
2
Resolution 00-40
SECTION 15220-2599
STATE ROAD 60 PINELLAS COUNTY DESCRIPTION
. PARCEL 100
.
.
RIGHT-OF-WAY
A parcel of land lying in section 16, Township 29 South, Range 15 East,
Pinellas County Florida, being more particularly described as follows:
COMMENCE at the most easterly point of pierce 100 Condominium recorded in
Condominium Plat Book 19, page 98 of the Public Records of pinellas
County, Florida, said point lying on the westerly right of way line of
Pierce Boulevard, lying S 89023'46" W, 92.86 feet from survey center line
station 50+79.88 of pierce Boulevard per State Project Number 15220-2599,
also being a point of curvature with a nontangent curve concave
northeasterly; thence along the arc of said curve to the left, having a
radius of 224.63 feet, a central angle of 24036'01", the chord for which
bears S 57040'51" E, a chord distance of 95.71 feet, an arc distance of
96.45 feet to the end of said curve and the POINT OF BEGINNING, said
point lying S 89045' 13" W, 39.30 feet from survey center line station
50+21.15 of pierce Boulevard per State Project 15220-2599; thence S
00014'47" E, along the westerly right of way line of pierce Boulevard,
20.00 feet to a point lying S 89045'13" W, 48.60 feet from survey center
line station 49+99.10 of pierce Boulevard per State Project 15220-2599;
thence departing said westerly right of way line S 89045' 13" W, 126.64
feet to the beginning of a nontangent curve concave southeasterly; thence
along the arc of said curve to the right, having a radius of 60.00 feet,
a central angle of 27001'18", the chord for which bears N 61010'22" E, a
chord distance of 28.04 feet, an arc distance of 28.30 feet to a point of
compound curvature with a curve concave southeasterly; thence along the
arc of said curve to the right, having a radius of 55.33 feet, a central
angle of 33045' 53", the chord for which bears S 88026' 03" E, a chord
distance of 32.14 feet, an arc distance of 32.61 feet to the end of said
curve; thence N 74041'01" E, 17.75 feet; thence N 15018'59" W, 3.10 feet
to a point lying S 89045'13" W, 92.87 feet from survey center line station
50+21.15 of pierce Boulevard per State Project Number 15220-2599; thence
N 89045'13" E, 53.56 feet to the POINT OF BEGINNING.
Said lands containing 1971 square feet, more or less.
EXHIsrr "AW - Page 1 of 8
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.
FEE
PARCEL 100
1971 S.F. m.o.l.
PIERCE
100 CONDO
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DElTA - 27'O,"lr
L . 28.30'
R - 60.00'
es - N6"O'22-E
CO - 28.04'
DElTA - 33'45'53-
L - 32.15"
R - 55.33'
es - 588'26'03"E
CD - 32..'4'
SCALE: 1"-30'
THIS IS NOT A SURVEY
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EXHIBIT '~" - Page 2 of 8
CITY or CLEARWATER. nDBIDA
PUBlJC WORKS ADMOOSTRA'l10N
ENGINEERDfG
.
.
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SF.CTTON 1S??O-2SQQ
STJ.TE ROAO 60 PTNF.T.T.AS COUNTY OF.SCRTPTTON
PARCEL 100
RIGHT-OF-WAY
A parcel of land lying in Section 16, Township 29 South, Range 15 East,
Pinellas County Florida, being more particularly described as follows:
COMMENCE at the most easterly point of pierce 100 Condominium recorded in
Condominium Plat Book 19, page 98 of the Public Records of Pinellas
County, Florida, being a Parker-Kalon nail with disk stamped ALS 2995",
said point lying on the westerly right of way line of pierce Boulevard,
lying S 89023'46" W, 92.86 feet from survey center line station 50+79.88
of pierce Boulevard per State Project Number 15220-2599, also being a
point of curvature with a nontangent curve concave northeasterly; thence
along the arc of said curve to the left, having a radius of 224.63 feet,
a central angle of 24036'01", the chord for which bears S 57040'51" E, a
chord distance of 95.71 feet, an arc distance of 96.45 feet to the end of
said curve and the POINT OF BEGINNING, said point lying S 89045'13" W,
39.30 feet from survey center line station 50+21.15 of pierce Boulevard
per State project 15220-2599; thence S 00014'47" E, along the westerly
right of way line of pierce Boulevard, 20.00 feet to a point lying S
89045'13" W, 48.60 feet from survey center line station 49+99.10 of pierce
Boulevard per state Project 15220-2599; thence departing said westerly
right of way line S 89045 '13" W, 126.64 feet to the beginning of a
nontangent curve concave southeasterly; thence along the arc of said
curve to the right, having a radius of 60.00 feet, a central angle of
27001'18", the chord for which bears N 61010'22" E, a chord distance of
28.04 feet, an arc distance of 28. 30 feet to a point of compound
curvature with a curve concave southeasterly; thence along the arc of
said curve to the right, having a radius of 55.33 feet, a central angle
of 33046'01", the chord for which bears S 88026'03" E, a chord distance
of 32.14 feet, an arc distance of 32.61 feet to the end of said curve;
thence N 74041'01" E, 17.75 feet; thence N 15018'59" W, 3.10 feet to a
point lying S 89045'13" W, 92.87 feet from survey center line station
50+21.15 of pierce Boulevard per state Project Number 15220-2599; thence
N 89045'13" E, 53.56 feet to the POINT OF BEGINNING.
said lands containing 1970 square feet, more or less.
EXHIBIT I~ W - Page 1 of 8
POINT OF COMMENCEMENT
MOST EASTERLY POINT
OF PIERCE 100 CONDOMINIUM
RECORDED IN CONDOMINIUM
PLAT BOOK 19. PAGE 98
PINELLAS COUNTY. FLORIDA
(POINT OF CURVATURE)
S89~3. 46.W 50+ 79.88 92.86.
DELTA = 29'51'19"
WESTERLY RIGHT-OF-WAY
UNE OF PIERCE
BOULEVARD
DEL TA = 24'36'01"
L = 96.45'
R = 224.63'
CB = 557'40'51"E
CD = 95,71'
iOEL TA = 38'30'47"
,L = 50.41'
20 0
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10 20
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40
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CURVE 6
P.1. STA. = 49+00.28
P .K. NAIL AND DISK
X = 396982.970
Y = 1320378.304
6. = 22-50'54" LT.
T = 175.22'
L = 345.79'
R = 867.12'
P.C. STA. = 47+25.05
P.R.C. STA. = 50+70.84
1 IRCB - 10 rB1'
EXHIBIT .~" - Page 2 of 8
P.R.C.
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589'45'13"W
39.30'
50 + 21 . 1 5
- r--
g ::t", POINT OF
ci:!: "-- BEGINNING
N 0 PARCEL 100
~ S89'45'13"W 48.60'
49+99.10~
o
CURVE 7
P.1. STA. = 52+32.80
5/8" IRON ROD WITH
CAP
X = 396818.532
Y = 1320672.673
6. = 3118'51" RT.
T = 161.96'
L = 315.82'
R = 577.86'
P.R.C. STA. = 50+70.84
P. T. STA. = 53+86.66
.
.
.
SRCTTON 1~'-'-0-'-~99
STATE ROAD 60 PTNRJ.T.AS COUNTY DRSCRIPTION
PARCEL 101
RIGHT-OF-WAY
A parcel of land lying in section 16, Township 29 South, Range 15 East,
Pinellas County Florida, being more particularly described as follows:
COMMENCE at the most easterly point of pierce 100 Condominium recorded in
Condominium Plat Book 19, page 98 of the Public Records of pinellas
County, Florida, being a Parker-Kalon nail with disk stamped ALS 2995",
said point lying on the westerly right of way line of Pierce Boulevard,
lying S 89023'46" W, 92.86 feet from survey center line station 50+79.88
of Pierce Boulevard per State Project Number 15220-2599, also being a
point of curvature with a nontangent curve concave northeasterly; thence
along the arc of said curve to the left, having a radius of 224.63 feet,
a central angle of 08057' 27", the chord for which bears S 49051' 35" E, a
chord distance of 35.08 feet, an arc distance of 35.12 feet to the end of
said curve, said point being the POINT OF BEGINNING and a point of
compound curvature with a curve concave northeasterly and lying S
62038'23" W, 69.42 feet from survey center line station 50+89.28 of pierce
Boulevard per State Project 15220-2599; thence along said curve to the
left having a radius of 224.63 feet, a central angle of 15038'33", the
chord for which bears S 62009'35" E, a chord distance of 61.14 feet, an
arc distance of 61.33 feet to the end of said curve, said point lying S
89045'13" W, 39.30 feet from survey center line station 50+21.15 of pierce
Boulevard per State Project Number 15220-2599; thence departing aforesaid
westerly right of way line, S 89045'13" W, 53.56 feet; thence N 15018'59"
W, 0.90 feet; thence N 74041' 01" E, 7.12 feet; thence N 15019' 02" W, 26.99
feet to the POINT OF BEGINNING.
Said lands containing 593 square feet, more or less.
EXHIBIT I~ W - Page 3 of 8
POINT OF COMMENCEMENT
MOST EASTERLY POINT
OF PIERCE 100 CONDOMINIUM
RECORDED IN CONDOMINIUM
PLAT BOOK 19, PAGE 98
PINELLAS COUNTY, FLORIDA
(POINT OF CURVAnJRE)
S89~3' 46.W 50+ 79.88 92.86'
DEL TA = 08'57'27" . n 1,<0
L 35 12' /),1, <o~' ~ P.R.C._lI\.
=:. '. Q~' 'JO>( \:; \J\ -v,:"'C'-
R _ 224.63 ....\ A'\ ~ ~(4\~L
CB = 549'51'35"E '1,~ 'l' PARCEL 101 .'0 ~;~:(f':
CD = 35.08' :(':J<O 593 SQUARE FEET, (<' ~~~..L
SQ MORE OR LESS U' ~~~~
POINT OF WESTERLY :A' ~OT?~
BEGINNING RIGHT-OF-WAY ~ ~~~~
PARCEL 101 UNE OF PIERCE '(<\,. 0 :.A~~
P.C.C. BOULEVARD /' ~~ ~~
DELTA = 15.38'3~ ~ ~
L = 61,33' ~ ~
R = 224.63'
CB = 562'09'35"E
CD = 61.14'
S89.45'13"W 39.30'
w 50+21.15
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ci~
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o
(f) 589'45'13"W 48,60'
49+99,10~
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DELTA = 29'51'19"
~ \
L = 36.65' ..... VI \
R = 70.33' ~~
CB = N89'36'37"E ~.~\
CD = 36.2\' 9.$ -\ 1 01 ~
n Z ~~
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DELTA = 38.30'47" '0' ~ . ,\D
1- = 50,41' ___~1A-.A-\~.6i\ ~.\'~-
R = 75.00' __ ....- - - - - -e-.... .A-"O" ~ .
~8 = N55'25'37"E /' -- . ,,, ~1~ 1,'2
Co = 49.47' /' N151859 W 0.9 S89.45'13"W 5 ,5 '
~ \ // N89'45'13"E _ _ 71,10' ,7.1':J' ~ 92.87'
'..! // G ~ 4 'A-"O"'( .~ N15'18'59"W 3,10'
Q ~ / ~ /' P.C,C. I ~1A-
.f0 / 20.13' \ 589'45'13"W
I
S89'45'13"W ~ l
DELTA = 33'46'01"
L = 32.61'
DELTA = 27'01'18" R = 55,33'
L = 28.30' CB = 588'26'03"E
R = 60.00' CD = 32.14'
CB = N61.'O'22"E
CD = 28.04'
10
,
40
~
126.64'
WESTERLY /
RIGHT-OF-WAY UNE-I'
PIERCE BOULEVARD
CURVE 6
P.I. 5T A. = 49+00.28
P .K. NAIL AND DISK
X = 396982.970
Y = 1320378.304
= 22-50'54" LT.
4 = 175.22'
L = 345.79'
R = 867.12'
P.C. STA. = 47+25.05
P.R.C. STA. = 50+70.84
20 0
~
20
I
CURVE 7
P.1. 5TA. = 52+32.80
5/8" IRON ROD WITH
CAP
X = 396818.532
Y = 1320672.673
6 = 3118'51" RT.
T = 161.96'
L = 315.82'
R = 577.86'
P.R.C. 5TA. = 50+70.84
P. T. 5TA. = 53+86.66
1 IMCB - 20 J'II'I'
EXHIBIT '~" - Page 4 of 8
SF.CTTON 15220-2599
STATF. ROAn 60 PTNF.T.T.AS COUNTY nF.SCRTPTTON
. PARCEL 102
.
.
-
RIGHT-OF-WAY
A parcel of land lying in Section 16, Township 29 South, Range 15 East,
Pinellas County Florida, being more particularly described as follows:
BEGINNING at the northeast corner of Oak Bluffs a Commercial Condominium
recorded in Condominium Plat Book 102, Page 96, of the Public Records of
Pinellas County, Florida being a 5/8" iron rod with cap stamped ALS
2995", lying N 89020' 32" W, 28.69 feet from survey center line station
42+19.72 of pierce Boulevard per state Project Number 15220-2599; thence
S 00002'04" E, along the east line of said condominium, 89.27 feet to a
point lying S 75003 '17" W, 64.59 feet from survey center line station
41+39.52 of Pierce Boulevard per State Project Number 15220-2599; thence
departing aforesaid east line, N 33053'42" W, 73.71 feet; thence N
39045'02" W, 37.50 feet to the north line of afcresaid condominium, said
point lying N 89020'32" W, 93.73 feet from survey center line station
42+19.72 of State Project Number 15220-2599; thence S 89020'32" E along
the north line of aforesaid condominium, 65.04 feet to the POINT OF
BEGINNING.
Said lands containing 2762 square feet, more or less.
EXHIBIT '~" - Page 5 of 8
NORTH UNE OF OAK
BLUFFS, A COMMERCIAL
", CONDOMINIUM
POINT OF BEGINNING
NORlHEAST CORNER OF
OAK BLUFF'S, A COMMERCIAL
CONDOMINIUM, RECORDED IN
CONDOMINIUM PLAT BOOK
102, PAGE 96
PINELLAS COUNTY, FLORIDA
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CURVE 4
P.1. STA. = 42+14.11
5/8" IRON ROD WITH CAP
X = 397250.850
Y = 1319801.756
A = 51-37' 32" LT.
T = 110.04'
L = 204.99'
R = 227.50'
P.C. STA. = 41+04.07
P.T. STA. = 43+09.06
EAST UNE OF OAK
BLUFFS. A COMMERCIAL
CONDOMINIUM
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EXHIBIT 'J1 H - Page 6 of 8
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.
.
SF.CTTON 1~,-'-n-,-~qq
ST).TF. RO).O 6n PTNF.T.T.).S COUNTY OF.SCRTPTTON
PARCEL 104
RIGHT-OF-WAY
A parcel of land lying in section 16, Township 29 south, Range 15 East,
Pinellas County Florida, being more particularly described as follows:
BEGINNING at the southwest corner of Oak Cove a Commercial Condominium
recorded in condominium Plat Book 102, Page 92, of the Public Records of
pinellas county, Florida, being a 4"x4" concrete monument with disk
stamped ALS 3573", said point lying N 89032'55" E, 40.29 feet from survey
center line station 47+07.21 of pierce Boulevard per state Project Number
15220-2599, said point also lying on the easterly right of way line of
pierce Boulevard, and being a point of curvature with a nontangent curve
concave westerly; thence along the arc of said curve to the left, having
a radius of 980.00 feet, a central angle of 01049'19", the chord for which
bears N 06052'15" W, a chord distance of 31.16 feet, an arc distance of
31.16 feet to a point of cusp, said point lying N 83004'47" E, 39.83 feet
from survey center line station 47+33.83 of pierce Boulevard per state
Project Number 15220-2599, said point being a point of curvature with a
nontangent curve concave northeasterly; thence departing said easterly
right of way line, along the arc of said curve to the left, having a
radius of 1735.38 feet, a central angle of 00047'35", the chord for which
bears S 19042'45" E, a chord distance of 24.02 feet, an arc distance of
24.02 feet to a point of compound curvature wi th a curve concave
northeasterly; thence along the arc of said curve to the left, having a
radius of 373.29 feet, a central angle of 01021'27", the chord for which
bears S 20047'16" E, a chord distance of 8.84 feet, an arc distance of
8.84 feet to the end of said curve; thence S 89032'55" W, 7.51 feet to the
POINT OF BEGINNING.
said lands containing 111 square feet, more or less.
EXHIBIT .~" - Page 7 of 8
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POINT OF
CURVAlURE
EASTERLY RIGHT-Of-WAY
UNE OF PIERCE
BOULEVARD
POINT OF CUSP
DELTA = 00'47'35"
L = 24.02'
R = 1735.38'
CB = S19.42'45"E
CD = 24.02'
CURVE 6
P.I. STA. = 49+00.28
P .K. NAIL AND DISK
X = 396982.970
Y = 1320378.304
A = 22-50'54" LT.
T = 175.22'
L = 345.79'
R = 867.12'
P.C. STA. = 47+25.05
P.R.C. STA. = 50+70.84
OAK COVE A COMMERCIAL
CONDOMINIUM RECORDED IN
CONDOMINIUM PLAT BOOK 102..t PAGE 92
PINELLAS COUNTY, FLOI"<IDA
PARCEL 104
111 SQUARE FEET. MORE OR LESS
N83'04' 47"(
83' 47+33.83
39.
DELTA = 01'49'19"
L = 31.16'
R = 980,00'
CB = N06'52'15"
CD = 31.16'
N89.32'55"E
40,29' 4 7+07.21
Z
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POINT OF COMPOUND CURVA lURE
DELTA = 01'21'27"
L = 8.84'
R = 373.29'
CB = S20'47'16"E
CD = 8.84'
7.51'
S89'32'55"W
POINT OF BEGINNING
SOU1HWEST CORNER OF
OAK COVE A COMMERCIAL
CONDOMINIUM RECORDED IN
CONDOMINIUM PLAT BOOK
102. PAGE 92
PINELLAS COUNTY, FLORIDA
(POINT OF CURVATURE)
20 0
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EXHIBIT I~ H - Page 8 of 8
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.
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SF.CTTON 1~"0-?59q
STATF. ~OAn 60 PTNF.T.T.AS COUNTY nF.SC~TPTTON
PARCEL 801
PERPETUAL EASEMENT
A parcel of land lying in section 16, Township 29 South, Range 15 East,
pinellas County Florida, being more particularly described as follows:
COMMENCE at the most easterly point of pierce 100 Condominium recorded in
Condominium Plat Book 19, page 98 of the Public Records of pinellas
County, Florida, being a Parker-Kalon nail with disk stampedALS 2995",
said point lying on the westerly right of way line of pierce Boulevard,
lying S 89023'46" W, 92.86 feet from survey center line station 50+79.88
of pierce Boulevard per State Project Number 15220-2599, also being a
point of curvature with a nontangent curve concave northeasterly; thence
along the arc of said curve to the left, having a radius of 224.63 feet,
a central angle of 02024'17", the chord for which bears S 46034'59" E, a
chord distance of 9.43 feet, an arc distance of 9.43 feet to the end of
said curve, said point lying S 64041'14" W, 80.16 feet from survey center
line station 51+09.93 of pierce Boulevard per State Project 15220-2599,
said point also being the POINT OF BEGINNING and a point of compound
curvature with a curve concave northeasterly; thence along said curve to
the left having a radius of 224.63 feet, a central angle of 06033'11", the
chord for which bears S 51003'43" E, a chord distance of 25.68 feet, an
arc distance of 25.69 feet to the end of said curve; thence departing
aforesaid westerly right of way line, S 15019'02" E, 26.99 feet; thence
S 74041'01" W, 7.12 feet; thence S 15018'59" E, 0.90 feet; thence S
89045'13" W, 71.09 feet to a point of curvature with a nontangent curve
concave southerly; thence along the arc of said curve to the right,
having a radius of 75.00 feet, a central angle of 15034'37", the chord for
which bears N 66053'42" E, a chord distance of 20.33 feet, an arc distance
of 20.39 feet, to a point of compound curvature with a curve concave
southerly; thence along the arc of said curve to the right, having a
radius of 70.33 feet, a central angle of 29051'19", the chord for which
bears N 89036'37" E, a chord distance of 36.23 feet, an arc distance of
36.65 feet to the end of said curve; thence N 74041'01" E, 5.62 feet;
thence N 15019'01" W, 36.83 feet to the POINT OF BEGINNING.
Said lands containing 1041 square feet, more or less.
EXHIBIT "B" - Page 1 of 4
POINT Of COMMENCEMENT
MOST EASTERLY POINT
OF PIERCE 100 CONDOMINIUM ,,~ -1.
RECORDED IN CONDOMINIUM 0 .., '\ Ac f"\~'~..J
PLAT BOOK 19, PAGE 98 Ac "" ~v
PINELLAS COUNTY, FLORIDA S'6 ,'J \
(POINT OF CURVAllJRE) coO''\u
DELTA = 02"24'17"
L = 9.43' S89~3'46.W 50+ 79088 92.86'
R = 224.63' , DELTA = 06033'11" '~. ..0 PoR.C. lJ\
CB = S46034'59"~' L = 25.69' ~.Acl- C~CO ~ A\J'~~
CD = 9.43' R = 224.63', " u..~ <j - ~ -~ ......~'Z..
POINT Of BEGINNING \".> ~./CB = S5100~ 43 '1-) ~ ~~~<'.l
PARCEL 801 -Z- V": CD = 25.68 0')<0 WESTERLY \. . ~ ~ n
; DELTA = 15034'37" POINT OF COMPOUN ..-> IVl//' RIGHT-Of-WAY U' ~o_~
; _ ,CURVAllJRE tJlt \.01. ~ ~ ~ o~-~
L 20 39 ~ I' UNE Of PIERCE ~ c....~~
; - . , DEL TA = 29051'19" \0. \.CP BOULEVARD:..t\. ~~~O...L~
~ R = 75.00 _' 0 \,Vl. " \:; ~""'1!:
~ CB = N66.53'42"[ ~ : ~~'.~~' 801"->~ 101 l;0.', DELTA = 15038'33" ~ -, ~~
,; CD = 20.33' CB = N89.36'37"E to-') ~ ' L = 61.33' , '& (C\
; -', "t,: <?'\ lQ , , r R = 224.63 c... ~
;DELTA = 22056'10" CD - 36.23 1"".",,'\0'\i ~~'O " CB = S62'09'35"E J
.:.,L = 30.02' PCC '- //~ :'.0 /,Jto-')~ ',_ CD = 61.14'
, , .~. "77 '0'\ 'I' rn "
:R = 75.000 '" ...... 'l/ / / // S1""0"",\ / '\i '........
~g~ : ~~.~~~19 E,,_;(--tLL _ :L~~~~~~9~~J~'~~_ 1. ___~8_9~4~'~3~~_,-5~.~~~~----~9.:3.9~---
i' /' S8904S'13"W 71.09 11:" 92.87 I ~ SO+21.15
i~\ // G - '\ :",,'\'0'\"( N1s018'59"W 3.10' :g~
.~ 8001 '-/ ~ /' P.C.C. PARCEL 801~14 0-;
f \ 1.041 SQUARE FEET. I: N 8
;, fJ~ }~.~ ~ _ L _ _ _ _ _ _ _ _ _ _ ~~~E_ ~_ ':E~~ _ _ _S13~0!S~1 ~'~w_ _ _ ~2i>.i>~' _ _ _ _ _ _ _ I If) S89045'13"W 48.60'
- S8904S'13"W ~ WESTERLY J 49+99.10, <\
~DELTA = 33"46'01" RIGHT-OF-WAY UNE VO":
L = 32.61' PIERCE BOULEVARD
DELTA = 27"01'18" R = 55.33'
L = 28.30' CB = S88.26'03"E CURVE 6 CURVE 7
R = 60.00' CD = 32.14' P.lo STA. = 49+00.28 Pol. STA. = 52+32.80
CB = N61'10'22"E P.K. NAIL AND DISK 5/8" IRON ROD WITH
co = 28.04' X = 396982.970 CAP
Y = 1320378304 X = 3968180532
~ = 22-50'54" L T Y = 1320672.673
T = 17522' . ~ = 3118'51" RT.
. , T = 161 96'
L = 345.79. L = 315" 82'
R = 867.12 0 ,
PoCo STA. = 47+25.05 R = 577086
P.R.C. STA. = 50+70.84 P.R.C. STA. = 50+70.84
P.T. STA. = 53+86.66
20 0
~
20
I
40
I
10
,
1 mea - eo nI'I'
EXHIBIT liB" - Page 2 of 4
N
.
.
.
SECTION 15220-2599
STATF. ROAD 60 PINF.Y.LAS COUNTY DF.SCRIPTION
PARCEL 800
PERPETUAL EASEMENT
A parcel of land lying in section 16, Township 29 South, Range 15 East,
Pinellas County Florida, being more particularly described as follows:
COMMENCE at the most easterly point of pierce 100 Condominium recorded in
Condominium Plat Book 19, page 98 of the Public Records of Pinellas
County, Florida, being a Parker-Kalon nail with disk stamped ALS 2995",
said point lying on the westerly right of way line of Pierce Boulevard,
lying S 89023'46" W, 92.86 feet from survey center line station 50+79.88
of Pierce Boulevard per State Project Number 15220-2599, also being a
point of curvature with a nontangent curve concave northeasterly; thence
along the arc of said curve to the left, having a radius of 224.63 feet,
a central angle of 24036'01", the chord for which bears S 57040'51" E, a
chord distance of 95.71 feet, an arc distance of 96.45 feet to the end of
said curve, said point lying S 89045'13" W, 39.30 feet from survey center
line station 50+21.15 of Pierce Boulevard per State Project 15220-2599;
thence S 00014'47" E, along the westerly right of way line of Pierce
Boulevard, 20.00 feet to a point lying S 89045'13" W, 48.60 feet from
survey center line station 49+99.10 of Pierce Boulevard per State Project
15220-2599; thence departing said westerly right of way line S 89045'13"
W, 126.64 feet to the POINT OF BEGINNING; thence continue S 89045'13" W,
20.13 feet to the beginning of a nontangent curve concave southeasterly;
thence along the arc of said curve to the right, having a radius of 75.00
feet, a central angle of 22056'10", the chord for which bears N 47038'19"
E, a chord distance of 29.82 feet, an arc distance of 30.02 feet to the
end of said curve; thence N 89045'13" E, 71.09 feet; thence S 15018'59"
E, 3.10 feet; thence S 74041'01" W, 17.75 feet to the beginning of a
nontangent curve concave southerly; thence along the arc of said curve to
the left, having a radius of 55.33 feet, a central angle of 33046'01", the
chord for which bears N 88026'03" W, a chord distance of 32.14 feet, an
arc distance of 32.61 feet, to a point of compound curvature with a curve
concave southeasterly; thence along the arc of said curve to the left,
having a radius of 60.00 feet, a central angle of 27001'18", the chord for
which bears S 61010'22" W, a chord distance of 28.04 feet, an arc distance
of 28.30 feet to the end of said curve and the POINT OF BEGINNING.
said lands containing 774 square feet, more or less.
EXHIBIT liB" - Page 3 of 4
.
.
'.
POINT OF COMMENCEMENT
MOST EASTERLY POINT
OF PIERCE 100 CONDOMINIUM
RECORDED IN CONDOMINIUM
PLAT BOOK 19, PAGE 98,
PINElLAS COUNTY, FLORIDA
(POINT OF CURVATURE)
o
,
--=;)
:j
.~
DEL TA = 15.34'37"
L = 20.39'
R = 75.00'
CB = N66.53'42"E
CD = 20.33'
~
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~
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DELTA = 27"01 '18"
L = 28.30'
R = 60.00'
CB = S61'10'22"W
CD = 28.04'
."
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20 0
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589"23' 46.W
50+ 79.88 92.86'
WESTERLY RIGHT-QF-WAY
UNE OF PIERCE
BOULEVARD
DEL TA = 24'36'01"
L = 96.45'
R = 224.63'
CB = S57"40'51"E
CD = 95.71'
DEL TA = 29.51'19"
L = 36.65'
R = 70.33' 'Z- \
..->
CB = N89.36'37"~~ \
CD = 36.23' ~'o> \
c5 Vl. \
J ..->~ \ 101 'Z-
0-4 \ to-')\~.
~ 01"->
'0'\ ~ 'to \0
~1~4'\ oi\ tOJo
- - - - - :,. J. '( tv.
--- - - - --.- ,,,,,",,,,"0'\' . -i:..
S15'18'59"E ~ I 1.'\ '2
O. 9~ N89'45'13"E 53.56'
71.09 ". ~ 92.87'
'O'\"~ ''"''- S15"18'59"E 3 1 0'
S1"".""'\ .
PARCEL 800
S89.45'13"W 774 SQUARE FEET, MORE OR LESS 126.64'
L DELTA 33.' " WESTERLY /
= , 46 01 RIGHT-QF-WAY UNE-J
L = 32.61 PIERCE BOULEVARD
R = 55.33'
CB = N88.26'03"W
CD = 32.14'
10
I
CURVE 6
P.I. STA. = 49+00.28
P.K. NAIL AND DISK
X = 396982.970
Y = 1320378.304
8 = 22-50'54" LT.
T = 175.22'
L = 345.79'
R = 867.12'
P.C. STA. = 47+25.05
P.R.C. STA. = 50+70.84
20
I
40
I
1 IMCII - 20 I'II'l'
EXHIBIT "BN - Page 4 of 4
.
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~
~ \J\~~
~ ~~~~~
U' ~~~~..l.
~ ~~~~
~ ~O~..:~
~ ~~'<2.~
~~~~
t.::O ~ ~~
.::/ ~
\P
S89.45'13"W
39.30'
50+21.15
w
.
. ,.....
0+
o.
.+
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0J"
o
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V1 S89.45'13"W 48.60'
49+99.10~
o
CURVE 7
P.1. STA. = 52+32.80
5/8" IRON ROD WITH
CAP
X = 396818.532
Y = 1320672.673
8 = 3118'51" RT.
T = 161.96'
L = 315.82'
R = 577.86'
P.R.C. STA. = 50+70.84
P. T. STA. = 53+86.66