HomeMy WebLinkAboutCity of Tamarac Resolution R-85-387Introduced by: �1 _ _ Temp. Reso. #3846
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CITY OF TAMARAC, FLORIDA
RESOLUTION NO. R--85--
A RESOLUTION APPROVING AND ACCEPTING A 20 FOOT
CANAL MAINTENANCE EASEMENT OFFERED BY PINE
ISLAND - OXFORD LIMITED PARTNERSHIP FOR THE
HIDDEN HARBOUR PROJECT; AND PROVIDING AN
EFFECTIVE DATE.
BE IT RESOLVED BY THE COUNCIL OF THE CITY OF TAMARAC, FLORIDA:
SECTION 1: That the 20 foot canal maintenance easement
offered by Pine Island - Oxford Limited Partnership for the Hidden
Harbour Project, is hereby approved and accepted, a copy of said
easement being attached hereto as Exhibit A.
SECTION 2: That the appropriate City officials are hereby
authorized to execute said easement on behalf of the City.
SECTION 3: That the City Clerk is hereby authorized and
directed to record said easement in the public records of Broward
County, Florida.
SECTION 4: This Resolution shall become effective upon
adoption.
PASSED, ADOPTED AND APPROVED this _day of 1985.
M R
ATTEST:
CITY C E
T HEREBY CERTIFY that I have RECORD OF COt
�
approved the orm CIL VOTE
and correctness
of is RES UTION. AAYM, Q11-rz
DIET 4;
ITY ATTORNEY
DIST 3.DIST
2: M tA iNiT7
o14T 1: v M MA
+J c
E
CANAL MAINTENANCE EASEMENT
This Canal Maintenance
by Easement made this
day of
PINE ISLAND -
985OXFORD LIMITED �PARTNERSHIP,
a Maryland Limited Partnership, ("Grantor") and the CITY OF
TAMARAC, a Florida municipal corporation having an address at
5811 Northwest 88th Avenue, Tamarac, Florida, 33321, ("Grantee").
(Whenever used herein, the term "Grantor" and "Grantee" shall
include the respective successors and assigns of the parties
hereto, whenever the context so admits or requires).
WITNESSETH:
WHEREAS, Grantor is the owner of that certain real property
located in Broward County, more particularly described in Exhibit
"A" attached hereto, (hereinafter referred to as "Servient
Estate") and
WHEREAS, Grantor desires to grant unto Grantee a
non-exclusive easement to use a portion of the Servient Estate;
NOW, THEREFORE, in consideration of the sum of TEN DOLLARS
($10.00) and other good and valuable considerations paid by
each of the parties hereto to the other party, receipt of which
is hereby acknowledged by both parties, the parties hereto do
hereby grant and agree as follows:
1. Grantor hereby grants and conveys to Grantee, its
successors and assigns, a non-exclusive easement over and upon
the Servient Estate for the canal maintenance.
2. Grantor reserves all rights not herein granted pursuant
to this easement, including but not limited to, the right of
free ingress and egress over and upon the Servient Estate and
to grant further easements under, over and on the Servient Estate;
provided that, in no event shall any of the rights herein reserved
impede the easement herein granted or the exercise of the rights
of use thereunder.
3. The provisions of this easement shall be binding on
the parties hereto and the respective successors and assigns
as a covenant running with and binding upon the Servient Estate.
4. This easement shall not be released or altered without
consent of the Grantee.
IN WITNESS WHEREOF, Grantor has hereunto set his hand and
seal on the day and year first above written.
Signed, sealed and delivered GRANTOR
in the presence of:
Signed, sealed and delivered
in th presence
Witnes
Witness
I HEREBY CERTIFY that I have
approved the form and correct-
ness of this Can Maintenance
Easement.
CI
PINE ISLAND -- OXFORD LIMITED
PARTNERSHIP, a Maryland Limited
Partnership
By: OXFORD INVESTMENT CORPORATION,
a Maryland corporatior,Q General
Partner _ ,/J
By:
Senior' Vi
GRANTEE
EIMAN,
President
STATE OF FLORIDA
ea 0"ARD
Cour�A a� GmceAeC
I HEREBY CERTIFY that on this day, before me, an Officer duly
authorized in the State aforesaid and in the County aforesaid
to take acknowledgements, personally appeared
to me known to be the person described in and who executed the
foregoing instrument and he acknowledged before me that he
executed the same.
WITNESS my hand and official seal in the County and State last
aforesaid this L_ day of ( __ 1985.
Notary Public, State of Florida
My Commission Expires: ra/111K(D
-2- MTA��' VIU i I ! 5?_hTE OF fC07UF
SAY co/A.<., S:C:4T EI: i, _S DEC 17 19�6
BONM MRU yEN:RAL 1NSUiv�NCE UND
6
E1
STATE OF FLORIDA
COUNTY OF BROWARD
I HEREBY CERTIFY that on this day, before me, an Officer duly
authorized in the State aforesaid and in the County aforesaid
to •take acknowledgments, personally appeared
to me known to be the person
describe in and who a cute the foregoing instrument and he
acknowledged before me that he executed the same.
WITNESS my hand and offici seal in the County and State last
aforesaid this IZd- day of 1985.
Notary PublAX, State of Florida
My Commission Expires:
r-
PNdM STAIT OF FLORT M
NY CMIS9IDA EXP JUNE 20,1986
604DED TON GENERAL INS. UND,
-3-
Exhibit A
Legal Description
(exact legal description to follow)
The legal
Maintenance
description for
Easement shall be
the Canal
restricted
to an area
from the canal edge
to a point
twenty (20)
feet landward of the
canal edge
as measured
at a maintained elevation of
± 7.0 N.G.V.D.
I/
CCL CONSULTANTS. INC.
ENGINEERS • SURVEYORS • PLANNERS
REVISIONS
POMPANO BEACH OFFICE
440 East Sample Road • Suite 104, 33064
(305) 786-1901
LEGAL DESCRIPTION:
VERO BEACH OFFICE
3003 Cardinal Drive, 32960
(305) 231-4127
A 20 FOOT WIDE EASEMENT IN PARCEL "A" "BISHOP TRACT 31"01
ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOR 120 AT
PAGE 24, PUBLIC RECORDS, BROWARD COUNTY, FLORIDA BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE SOUTHEAST CORNER OF SAID PARCEL "A"; THENCE NORTH
3032'02" EAST ALONG THE WEST LINE OF SAID PARCEL "A" FOR 756.01
FEET TO THE POINT OF BEGINNING OF SAID 20 FOOT WIDE EASEMENT
LYING TO THE LEFT OF AND CONTIGUOUS WITH THE FOLLOWING DESCRIBED
CENTERLINE; THENCE SOUTH 29°27'58" EAST -FOR 244.01 FEET TO A
POINT OF CURVATURE; THENCE SOUTHEASTERLY AND NORTHEASTERLY ALONG
A CIRCULAR CURVE TO THE LEFT, HAVING A RADIUS OF 40.00 FEET, A
CENTRAL ANGLE OF 90°00'00" FOR AN ARC DISTANCE OF 62.83 FEET TO
A POINT OF TANGENCY; THENCE NORTH 60032'02" EAST FOR 132.79 FEET
TO A POINT OF CURVATURE; THENCE NORTHEASTERLY AND SOUTHEASTERLY
ALONG A CIRCULAR CURVE TO THE RIGHT, HAVING A RADIUS OF 40.00
FEET, A CENTRAL ANGLE OF 89°31'13" FOR AN ARC DISTANCE OF 62.50
FEET TO A POINT OF TANGENCY; THENCE SOUTH 29056'45" EAST FOR
132.74 FEET TO A POINT OF CURVATURE; THENCE SOUTHEASTERLY ALONG A
CIRCULAR CURVE TO THE LEFT, HAVING A RADIUS OF 90.00 FEET, A
CENTRAL ANGLE OF 50°51'58" FOR AN ARC DISTANCE OF 79.90 FEET TO
A POINT OF TANGENCY; THENCE SOUTH 80°48'43" EAST FOR 116.41 FEET
TO A POINT OF CURVATURE; THENCE SOUTHEASTERLY ALONG A CIRCULAR
CURVE TO THE RIGHT, HAVING A RADIUS OF 22.57 FEET, A CENTRAL
ANGLE OF 90°00'00" FOR AN ARC DISTANCE OF 35.45 FEET TO A POINT
HEREINAFTER REFER TO AS POINT "A" AND POINT OF TERMINUS.
TOGETHER WITH
COMMENCE AT POINT "A" AS PREVIOUSLY DESCRIBED; THENCE SOUTH
57000'00" WEST FOR 85.00 FEET TO THE POINT OF BEGINNING OF SAID
20 FOOT WIDE EASEMENT LYING TO THE LEFT OF AND CONTIGUOUS WITH
THE FOLLOWING DESCRIBED CENTERLINE; THENCE SOUTH 33000'00" EAST
FOR 15.00 FEET; THENCE SOUTH 27°00'00" WEST FOR 46.39 FEET TO A
POINT OF CURVATURE; THENCE SOUTHWESTERLY ALONG A CIRCULAR CURVE
TO THE RIGHT, HAVING A RADIUS OF 50.00 FEET, A CENTRAL ANGLE OF
61°00'00" FOR AN ARC DISTANCE OF 53.23 FEET TO A POINT OF
TANGENCY; THENCE SOUTH 88°00'00" WEST FOR 109.77 FEET TO A POINT
OF CURVATURE; THENCE NORTHWESTERLY ALONG A CIRCULAR CURVE TO THE
RIGHT, HAVING A RADIUS OF 50.00 FEET, A CENTRAL ANGLE OF
60°32'00" FOR AN ARC DISTANCE OF 52.83 FEET TO A POINT OF
TANGENCY; THENCE NORTH 31028'00" WEST FOR 132.28 FEET TO A POINT
OF CURVATURE; THENCE NORTHWESTERLY ALONG A CIRCULAR CURVE TO THE
LEFT, HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE OF
33°57'37" FOR AN ARC DISTANCE OF 14.82 FEET; THENCE NORTH
65025'37" WEST FOR 103.28 FEET TO A POINT OF CURVATURE; THENCE
-NORTHWESTERLY AND SOUTHWESTERLY ALONG A CIRCULAR CURVE TO THE
LEFT, HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE OF
56002'23" FOR AN ARC DISTANCE OF 24.45 FEET TO A POINT OF
TANGENCY; THENCE SOUTH 58°32'00" WEST FOR 182.18 FEET TO A POINT
OF TERMINUS.
DATE BY
TOGETHER WITH
EXHIBIT A
S
d
vl
PROFESSIONAL LAND SURVEYOR 2464 STATE OF FLORIDA
DATE OF DRAWN
SUAVEY9'P3'8S " L.L.L.
CHECKED FIELD
"V �.rS•M. nnnr A11,4
CCL CONSULTANTS. INC.
ENGINEERS • SURVEYORS • PLANNERS
7cm
I
11I
POMPANO BEACH OFFICE
VERO BEACH OFFICE
440 East Sample Road • Suite 104, 33W 3003 Cardinal Drive, 32960
(305) 786-1901 (305) 231-4127
HAVING A RADIUS OF 20.00 FEET, A CENTRAL ANGLE OF 90`00'00" FOR
AN ARC DISTANCE OF 31.42 FEET TO A POINT OF TANGENCY; THENCE
SOUTH 2044109" WEST FOR 121.33 FEET TO A POINT OF CURVATURE;
THENCE SOUTHEASTERLY ALONG A CIRCULAR CURVE TO THE LEFT, HAVING A
RADIUS OF 25.00 FEET, A CENTRAL ANGL$ OF 44001'32" FOR AN ARC
DISTANCE OF 19.21 FEET TO A POINT OF TANGENCY; THENCE SOUTH
41017'23" EAST FOR 7.63 FEET TO A POINT OF CURVATURE; THENCE
SOUTHEASTERLY AND SOUTHWESTERLY ALONG A CIRCULAR CURVE TO THE
RIGHT, HAVING A RADIUS OF 20.00 FEET, A CENTRAL ANGLE OF
90000'00" FOR AN ARC DISTANCE OF 31.42 FEET TO A POINT OF
TANGENCY; THENCE SOUTH 48042'37" WEST FOR 12.85 FEET TO A POINT
OF CURVATURE; THENCE SOUTHWESTERLY AND NORTHWESTERLY ALONG A
CIRCULAR CURVE TO THE RIGHT, HAVING A RADIUS OF 20.00 FEET, A
CENTRAL ANGLE OF 90000'00" FOR AN ARC DISTANCE OF 31.42 FEET TO
A POINT OF TANGENCY; THENCE NORTH 41°17'23" WEST FOR 30.67 FEET
TO A POINT OF CURVATURE; THENCE NORTHWESTERLY AND SOUTHWESTERLY
ALONG A CIRCULAR CURVE TO THE LEFT, HAVING A RADIUS OF 25.00
FEET, A CENTRAL ANGLE OF 90000'00" FOR AN ARC DISTANCE OF 39.27
FEET TO A POINT OF TANGENCY; THENCE SOUTH 48042'37" WEST FOR
110.64 FEET TO A POINT OF CURVATURE; THENCE SOUTHWESTERLY AND
NORTHWESTERLY ALONG A CIRCULAR CURVE TO THE RIGHT, HAVING A
RADIUS OF 30.00 FEET A CENTRAL ANGLE OF 91001'32" FOR AN ARC
DISTANCE OF 47.66 FEET TO A POINT OF TANGENCY; THENCE NORTH
40015'51" WEST FOR 105.92 FEET TO A POINT OF CURVATURE; THENCE
NORTHWESTERLY ALONG A CIRCULAR CURVE TO THE RIGHT, HAVING A
RADIUS OF 50.00 FEET, A CENTRAL ANGLE OF 25050'31" FOR AN ARC
DISTANCE OF 22.55 FEET TO A POINT OF REVERSE CURVATURE; THENCE
NORTHWESTERLY ALONG A CIRCULAR CURVE TO THE LEFT, HAVING A RADIUS
OF 50.00 FEET, A CENTRAL ANGLE OF 25050'31" FOR AN ARC DISTANCE
OF 22.55 FEET TO A POINT OF TANGENCY; THENCE NORTH 400 15'51"
WEST FOR 153.67 FEET TO A POINT OF CURVATURE; THENCE
NORTHWESTERLY AND SOUTHWESTERLY ALONG A CIRCULAR CURVE TO THE
LEFT, HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE OF
90000'00" FOR AN ARC DISTANCE OF 39.27 FEET TO A POINT OF
TANGENCY; THENCE SOUTH 49044'09" WEST FOR 17.67 FEET TO A POINT
OF CURVATURE; THENCE SOUTHWESTERLY AND NORTHWESTERLY ALONG A
CIRCULAR CURVE TO THE RIGHT, HAVING A RADIUS OF 30.00 FEET, A
CENTRAL ANGLE OF 90000'00" FOR AN ARC DISTANCE OF 47.12 FEET TO
A POINT OF TANGENCY; THENCE NORTH 40015'51" WEST FOR 53.04 FEET
TO A POINT OF CURVATURE; THENCE NORTHWESTERLY AND SOUTHWESTERLY
ALONG A CIRCULAR CURVE TO THE LEFT, HAVING A RADIUS OF 25.00
FEET, A CENTRAL ANGLE OF 90000'00" FOR AN ARC DISTANCE OF 39.27
FEET; THENCE NORTH 49°44'09" WEST FOR 308.14 FEET TO THE POINT
OF TERMINUS.
EASEMENT LINES ARE TO BE LENGTHENED OR SHORTENED TO PROVIDE A
CONTINUOUS 20 FOOT WIDE EASEMENT.
SUBJECT TO EXISTING EASEMENTS, RIGHTS -OF -WAY, RESTRICTIONS AND
RESERVATIONS OF RECORD IF ANY.
NOTES:
1. REPRODUCTIONS OF THIS SKETCH ARE'NOT
VALID UNLESS SEALED WITH AN EMBOSSED
SURVEYOR'S SEAL.
2. LANDS SHOWN HEREON WERE NOT ABSTRACTED
FOR.EASEMENTS AND/OR RIGHTS -OF -WAY OF
RECORD.
3. DATA SHORN HEREON WAS COMPILED FROM
OTHER INSTRU`•ENTS AND DOES NOT
CONSTITUTE A FIELD SURVEY AS SUCH.
CERTIFICATION:
I HEREBY CERTIFY THAT THE ATTACHED SKETCH
AND LEGAL DESCRIPTION IS TRUE AND CORRECT TO
THE BEST OF MY KNOWLEDGE AND BELIEF AND IT
MEETS THE MINIMUM TECHNICAL STANDARDS SET
FORTH BY THE FLORIDA STATE BOARD OF LAND
SURVEYORS.
REVISIONS DATE CY
I _ IV PROFESSIONAL ,-LAND SSUUR(/V{EEYll-O'R(f/wLP•y4"-�'4 STATE OF FLORIDA
DATE OF DRAWN CHECKED FIELD
SURVEY9•23•65 I BY L•L•L. IBY ISM. 1BOOK N1,4
CCL CONSULTANTS. INC.
ENGINEERS a SURVEYORS • PLANNERS
N W Camel -
Parcel A''
POMPANO BEACH OFFICE
440 East Sample Road • Suite 104, 33064
(305) 786-1901
R- 40.Or
:4• �0.35'
,[= 4 ..X'
eF 4S'0/'/5"
• 43
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NZ9.77,581W /5B.tear '
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?OHahntenanc
PO B
Easement �
VERO BEACH OFFICE
3003 Cardinal Drive, 32960
(305) 231-4127
N
NoMh Line Amce/ V "
PO. B.
ZO onflneve
Ori/1ty EO e ent
?0 XmiMeWIMe
Z7� ' Easement
533°32 �"W
/,/. /5'
I S?9'z7'SB E
11=o4•Z7'18" ,h
A= 56. 26'
?0 MBiiNenancd •
Easement
/ r/73t' h
I �� S35•oe AO"W
V�
J 1 V \ /39' 79'
20easementce
132. 74'
S P'9'5c,'45"E
oO d. 9 •
a /� �� a bra//7a
90 00
o � �►= 62.83� A=62.so' � 6.4i' w 6e wac�ted> o
I Al65.25 S7 w \ S Bo•48'43 57'
_ ,e= 90.00 \ a =90'D GYM'
7�•58" 4r35.45'
9 p
� r
2
P B s a s ' �3" Moo' e'
O A= 24. 45' \ Al 3/•28'X'*4W o
9- ZS00'
I 4133
�7N . Raa&P�'¢Z S3'aA
Sa 9= S0.00'
�� of ,
P.O.C.
5 w. Como r
pdree/ A'
REVISIONS
109, 77'
r sa. oo' e• " ra/•Ogo•ap" 577 cn'aa w
PARCEL %4
Bishop Trdc7 3/"
P.8, 1201 23
yw-
77rr� ST.PE�-
r
DATE BY S k* r]
PROFESSIONAL LAND SURVEYOR �L(4�� STATE OF FLORIDA
DATE OF JORAWN [CHECKED FIELD ,/
SURVEYP•Z3'�IS BY [,[,[, BY I.S•/' . BOOK V1,
�y CCL CONSULTANTS. INC.
V ENGINEERS • SURVEYORS • PLANNERS
POMPANO BEACH OFFICE
440 East Sample Road • Suite 104, 33064
(305) 786-1901
LEGAL DESCRIPTION:
VERO BEACH OFFICE
3003 Cardinal Drive, 32960
(305) 231-4127
A 20 FOOT WIDE EASEMENT IN PARCEL "A" "BISHOP TRACT 26",
ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 120 AT
PAGE 23, PUBLIC RECORDS, BROWARD COUNTY, FLORIDA BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE SOUTHEAST CORNER OF SAID PARCEL "A"; THENCE NORTH
71017'23" WEST FOR 82.29 FEET TO THE POINT OF BEGINNING OF SAID
20 FOOT WIDE EASEMENT LYING TO THE RIGHT OF AND CONTIGUOUS WITH
THE FOLLOWING DESCRIBED CENTERLINE; THENCE NORTH 41017,23" WEST
FOR 103.86 FEET TO A POINT -OF CURVATURE; -THENCE NORTHWESTERLY AND
SOUTHWESTERLY ALONG A CIRCULAR CURVE TO THE LEFT, HAVING A RADIUS
OF 31.84 FEET, A CENTRAL ANGLE OF 90000'00" FOR AN ARC DISTANCE
OF 50.01 FEET TO A POINT OF REVERSE CURVATURE; THENCE
SOUTHWESTERLY AND NORTHWESTERLY ALONG A CIRCULAR CURVE TO THE
RIGHT, HAVING A RADIUS OF 50.00 FEET, A CENTRAL ANGLE OF
86029'47" FOR AN ARC DISTANCE OF 75.48 FEET TO A POINT OF
REVERSE CURVATURE; THENCE NORTHWESTERLY AND SOUTHWESTERLY ALONG A -
CIRCULAR CURVE TO THE LEFT, HAVING A RADIUS OF 80.00 FEET, A
CENTRAL ANGLE OF 51043'04" FOR AN ARC DISTANCE OF 72.21 FEET TO
A POINT OF TANGENCY; THENCE SOUTH 83°29'20" WEST FOR 50.00 FEET;
THENCE SOUTH 71017'23" EAST FOR 314.06 FEET TO THE POINT OF
TERMINUS.
TOGETHER WITH
COMMENCE AT THE NORTHWEST CORNER OF SAID PARCEL "A"; THENCE SOUTH
49044'09" WEST ALONG THE NORTHWESTERLY BOUNDARY OF SAID PARCEL
A FOR 237.95 FEET TO THE POINT OF BEGINNING OF SAID 20 FOOT
WIDE EASEMENT LYING TO THE LEFT OF AND CONTIGUOUS WITH THE
FOLLOWING DESCRIBED CENTERLINE; THENCE SOUTH 2044'09" WEST FOR
168.71 FEET TO A POINT OF CURVATURE; THENCE SOUTHWESTERLY AND
SOUTHEASTERLY ALONG A CIRCULAR CURVE TO THE LEFT, HAVING A RADIUS
25.00 FEET, A CENTRAL ANGLE OF 90000'00" FOR AN ARC DISTANCE OF
39.27 FEET TO A POINT OF TANGENCY; THENCE SOUTH 87015'51" EAST
FOR 5.67 FEET TO A POINT OF CURVATURE; THENCE SOUTHEASTERLY AND
SOUTHWESTERLY ALONG A CIRCULAR CURVE TO THE RIGHT, HAVING A
RADIUS OF 25.00 FEET, A CENTRAL ANGLE OF 90000'00" FOR AN ARC
DISTANCE OF 39.27 FEET TO A POINT OF TANGENCY; THENCE SOUTH
2044'09" WEST FOR 48.69 FEET TO A POINT OF CURVATURE; THENCE
SOUTHWESTERLY AND SOUTHEASTERLY ALONG A CIRCULAR CURVE TO THE
LEFT, HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE OF
90°00'00" FOR AN ARC DISTANCE OF 39.27 FEET TO A POINT OF
TANGENCY; THENCE SOUTH 87015'51" EAST FOR 178.00 FEET TO A POINT
OF CURVATURE; THENCE SOUTHEASTERLY AND NORTHEASTERLY ALONG A
CIRCULAR CURVE TO THE LEFT, HAVING A RADIUS OF 25.00 FEET, A
CENTRAL ANGLE OF 90000'00" FOR AN ARC DISTANCE OF 39.27 FEET TO
A POINT OF TANGENCY; THENCE NORTH 2044'09" EAST FOR 32.00 FEET
TO A POINT OF CURVATURE; THENCE NORTHEASTERLY AND SOUTHEASTERLY
ALONG A CIRCULAR CURVE TO THE RIGHT, HAVING A RADIUS OF 20.00
FEET, A CENTRAL ANGLE OF 90000'00" FOR AN ARC DISTANCE OF 31.42
FEET TO A POINT OF TANGENCY; THENCE SOUTH 87015'51" EAST FOR
17.33 FEET TO A POINT OF CURVATURE; THENCE SOUTHEASTERLY AND
SOUTHWESTERLY ALONG A CIRCULAR CURVE TO THE RIGHT,
REV I SIONS
EXHIBIT A
DATE BY
PROFESSIONAL LAND SURVEYOR STATE OF FLORIDA
DATE OF DAWN CHECKED ` FIELD
SURVEY 5W. 5 RBY L•L.L• BY /•S M• BOOK. N/�
CCL CONSULTANTS, INC.
ENGINEERS • SURVEYORS • PLANNERS
POMPANO BEACH OFFICE VERO BEACH OFFICE
440 East Sample Road • Suite 104, 33064 3003 Cardinal Drive, 32960
(305) 786-1901 (305) 231-4127
COMMENCE AT THE SOUTHWEST CORNER OF SAID PARCEL "A"; THENCE NORTH
3032'02" EAST FOR 1033.25 FEET TO THE POINT OF BEGINNING OF SAID
20 FOOT WIDE EASEMENT LYING TO THE LEFT OF AND CONTIGUOUS WITH
THE FOLLOWING DESCRIBED CENTERLINE; THENCE SOUTH 29027158" EAST
FOR 111.15 FEET TO A POINT OF CURVATURE; THENCE SOUTHEASTERLY AND
SOUTHWESTERLY ALONG A CIRCULAR CURVE TO THE RIGHT, HAVING A
RADIUS OF 50.00 FEET, A CENTRAL ANGLE OF 64-27'58" FOR AN ARC
DISTANCE OF 56.26 FEET TO A POINT OF TANGENCY;' THENCE SOUTH
35000'00" WEST FOR 117.34 FEET TO A POINT OF TERMINUS.
TOGETHER WITH
COMMENCE AT THE NORTHWEST CORNER OF SAID PARCEL "A"; THENCE SOUTH
71017' 23" £AST ALONG THE NORTH- L-INE—OF SAID PARCEL --A" FOR_ -
143.05 FEET TO THE POINT OF BEGINNING OF SAID 20 FOOT WIDE
EASEMENT LYING TO THE LEFT OF AND CONTIGUOUS WITH THE FOLLOWING
DESCRIBED CENTERLINE; THENCE.SOUTH.-60032-'02" WEST FOR 164.62 -
FEET; THENCE NORTH 3'32'02" EAST FOR 127.11 FEET TO THE POINT OF
TERMINUS.
TOGETHER WITH
COMMENCE AT THE NORTHWEST CORNER OF SAID PARCEL "A"; THENCE SOUTH
71017'23" EAST ALONG THE NORTH LINE OF SAID PARCEL "A" FOR
474.75 FEET TO THE POINT OF BEGINNING OF SAID 20 FOOT WIDE
EASEMENT LYING TO THE LEFT OF AND CONTIGUOUS WITH THE FOLLOWING
DESCRIBED -CENTERLINE; THENCE SOUTH 33032'000- WEST FOR 27.08 FEET
TO A POINT OF CURVATURE; THENCE SOUTHWESTERLY AND NORTHWESTERLY
ALONG A CIRCULAR CURVE TO THE RIGHT, HAVING A RADIUS OF 35.00
FEET, A CENTRAL ANGLE OF 90°00'00" FOR AN ARC DISTANCE 54.98
FEET TO A POINT OF TANGENCY; THENCE NORTH 56°28'00" WEST FOR
158.28 FEET TO A POINT OF CURVATURE; THENCE NORTHWESTERLY ALONG A
CIRCULAR CURVE TO THE LEFT, HAVING A RADIUS OF 40.00 FEET, A
CENTRAL ANGLE OF 45°01'15" FOR AN ARC DISTANCE OF 31.43 FEET TO
A POINT OF REVERSE CURVATURE; THENCE NORTHWESTERLY ALONG A
CIRCULAR CURVE TO THE RIGHT, HAVING A RADIUS OF 48.01 FEET, A
CENTRAL ANGLE OF 72°01'17" FOR AN ARC DISTANCE OF 60.35 FEET TO
A POINT OF TANGENCY; THENCE NORTH 29027'58" WEST FOR 13.42 FEET;
THENCE NORTH 71017'23" WEST FOR 299.26 FEET TO THE POINT OF
TERMINUS.
EASEMENT LINES ARE TO BE LENGTHENED OR SHORTENED TO PROVIDE A
CONTINUOUS 20 FOOT WIDE EASEMENT.
SUBJECT TO EXISTING EASEMENTS, RIGHTS —OF --WAY, RESTRICTIONS AND
RESERVATIONS OF RECORD IF ANY.
NOTES!
1. REPRODUCTIONS OF THIS SKETCH ARE NOT
VALID UNLESS SEALED WITH AN F-48OSSED
SURVEYOR'S SEAL.
2. LANDS SHOWN HEREON WERE NOT ABSTRACTED
FOR EASEMENTS AID/OR RIGHTS —OF —WAY OF
RECORD.
3. DATA SHOWN HEREON WAS COMPILED FROM
OTHER INSTRUMENTS AND DOES NOT
CONSTITUTE A FIELD SURVEY AS SUCH.
CERTIFICATION•
I HEREBY CERTIFY THAT THE ATTACHED SKETCH
AND LEGAL DESCRIPTION IS TRUE AND CORRECT TO
THE BEST OF MY KNOWLEDGE AND BELIEF AND IT
MEETS THE MINIMUM TECHNICAL STANDARDS SET
FORTH BY THE FLORIDA STATE BOARD OF LAND
SURVEYORS.
REVISIONS DATE BY
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PROFESSIONAL LAND SURVEYOR 24�61t_ -_- STATE OF FLORIDA
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DATE OF DRAWN CHECKED FIELD
SURVEYS-Z '85 BY L.�•�• BY LS.M• BDOK oAI14
CCL CONSULTANTS. INC.
ENGINEERS • SURVEYORS • PLANNERS
III
POMPANO BEACH OFFICE
"0 East Sample Road • Suite 104, 33064
(305) 786-1901
INN,
CAN.9L
VERO BEACH OFFICE
3003 Cardinal Drive, 32960
(305) 231-4127
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PROFESSIONAL LAND SURVEYOR : STATE OF FLORIDA
DATE OF DRAWN CHECKED FIELD
SURVEY P-73-DS eY L.C.L. BY /,5"Y. 1800c AIM