HomeMy WebLinkAboutCity of Tamarac Resolution R-87-184Introduced by: C = yx�ryr Temp. Reso. #4648
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CITY OF TAMARAC, FLORIDA
RESOLUTION NO. R-87-- �
A RESOLUTION APPROVING AND ACCEPTING A 15-FOOT
TAMARAC UTILITY WEST WATER AND SEWER UTILITY
EASEMENT OFFERED BY TAMARAC ASSOCIATES FOR THE
TAMARAC POINTE PROJECT; AND PROVIDING AN
EFFECTIVE DATE.
BE IT RESOLVED BY THE COUNCIL OF THE CITY OF TAMARAC, FLORIDA:
SECTION 1: That the 15 -foot Tamarac Utility West Water
and Sewer Utility Easement offered by Tamarac Associates for
the Tamarac Pointe project is HEREBY APPROVED and accepted, a
.copy of said easement being attached hereto as "Exhibit 1".
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. Tf TfL�
PASSED, ADOPTED AND APPROVED this day of y , 1987.
-71
ATTEST:
CITY CLERK
CAROL E. BARBUTO
I HEREBY CERTIFY that I have
approved the form and correct-
ness of this RESOLUTION.
CITY ATTORNEY
A. BRYANT APPLEGATE
MAYOR_
BERNARD HART
MAYOR: HART
DIST. 1: C/M ROHR
DIST. 2: C/M STELZER,.c.
DIST. 3; C/M HOFFMAN
DIST. 4: V/M STEIN
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TAMARAC UTILITIES WEST
WATER AND SEWER UTILITY EASEMENT
V This T.U.W. Water and Sewer Utility Easement made this / O day of _
198 7, by TAMARAC ASSOCIATES ,OF THE CITY
OF COLUMBU& COUNTY OF FR4NKLIN AND STATE OF OHIO (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).
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WITNESSETH:
WHEREAS, Grantor is the owner of that certain real property
located in Broward County, more particularly described in Exhibits "A-1"
thru "A-6l1
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 acknow-
ledged 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 installation and maintenance of T.U.W. water and sewer
utilities. 4
2. Grantor reserves all rights not herein granted pursuant to r
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.
ti
3. The provisions of this easement shall be binding on the
l 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.
-1-
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IN WITNESS WHEREOF, Grantor has hereunto set his hand and seal on
the day and year first above written.
signed, se'ale
del n
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e M.
Signed, ale
delivered ini
ra
presence of:
MA GER rprF/►f -
CLERK r,¢fto(_ e.
(GRANTOR)
(GRANTEE)
Cit
of arac
y
By - r
,L Y 4 6
M1,01
I HEREBY CERTIFY that I have
approved -the form and correct-
ness of this T.U.W. Water,and
Sewer Utility cement..
T ATT,RN
A, eRV�YN 1 A PPG ' r&
STATE OF Jyr; +OA
COUNTY OF *AQW*Ri3-
x I HEREBY CERTIFY that on this day, before me, an Officer duly author-
ized in the State aforesaid and in a Coun fore �ald,to take
acknowledgments, personally appeared
M _ 4
to me known to be the person described in and who executed the fore-
going instrument and �a acknowledged before me that executed
the same.
WITNESS by hand and.official seal in the County and State llas19aa ore -
said this j q� -y day of 'a,,,e, A.D. -Y
-2-
JEANNE M. SHULL
NOTARY PUBLIC -STATE OF OHIO
my &OMNII.SSI.OIM JX IRES. DEC. 1, 19
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... .. ... -. ..... .. pp�cpeCrrs,: ?'YK a..w,rg•..,.-
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 he
County afor aid t take acknowledg-
.r
ments, personally appeared
to me known to be he person described in and who executed the foregoing
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instrument and acknowledged
before me that executed the
same.
WITNESS my hand and of al seal in
the County and State last aforesaid
this % [J day of -
A.D. 19$2_.
VOTARY PUBLIC STATE OF FLORIDA
NY CONNISSION E%P SEPT 17.1990
BONDED THRU GENERAL INS. UND.
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DANIEL CARNAHAN CONSULTING ENGINEERS, INC.
CONSULTING .ENGINEERS LAND SURVEYORS
LAND DEVELOPMENT CONSULTANTS
6191 W. ATLANTIC BLVD. MARGATE, FL. 33063 __ 305-972-3959
BEGINNING AT THE AFOREMENTIONED REFERENCE POINT "D"; THENCE NORTH 89°59'44" EAST, A
DISTANCE OF 17.00 FEET TO THE POINT OF TERMINATION.
BEGINNING AT THE AFOREMENTIONED REFERENCE POINT "E"; THENCE NORTH 89'59'44" EAST, A
DISTANCE OF 83.00 FEET TO A POINT KNOWN AS REFERENCE POINT "R"; THENCE CONTINUE
NORTH 89'59'44" EAST, A DISTANCE OF 9.00 FEET TO THE POINT OF TERMINATION.
BEGINNING AT THE AFOREMENTIONED REFERENCE POINT 'IF"; THENCE NORTH 88'58'22" WEST, A
DISTANCE OF 115.12 FEET TO A POINT KNOWN AS REFERENCE POINT "S"; THENCE CONTINUE
NORTH 88058'22" WEST, A DISTANCE OF 9.00 FEET TO THE POINT OF TERMINATION.
BEGINNING AT THE AFOREMENTIONED REFERENCE POINT "G"; THENCE SOUTH 87°21'49" EAST, A
DISTANCE OF 155.73 FEET TO THE POINT OF TERMINATION.
BEGINNING AT THE AFOREMENTIONED REFERENCE POINT "H"; THENCE NORTH 89*5914411 EAST, A
DISTANCE OF 15.00 FEET TO THE POINT OF TERMINATION.
BEGINNING AT THE AFOP.Li TIONED REFERENCE POINT "I"; THENCE NORTH 89°59'44" EAST, A
DISTANCE OF 71.00 FEET TO A POINT KNOWN AS REFERENCE POINT "T"; THENCE CONTINUE
NORTH 89059'44" EAST, A DISTANCE OF 3.00 FEET TO A POINT KNOWN AS RE=ICE POINT
"U"; THENCE CONTINUE NORTH 89059'4." EAST, A DISTANCE OF 6.00 FEET; THENCE SOUTH 50'
13'45" EAST, A DISTANCE OF 38.56 FEET TO THE POINT OF TERMINATION.
BEGINNING AT THE AFOREMENTIONED REFERENCE POINT "J"; THENCE SOUTH 01°39'43" EAST. A
DISTANCE OF 55.00 FEET TO THE POINT OF TERMINATION.
BEGINNING AT THE AFOREP�IENTIONED REFERENCE POINT "K"; THENCE NORTH 01'58'05" EAST, A
DISTA,TC—E OF 60.00 FEET TO THE POINT OF TERMINATION..
. BEGINNING AT THE AFOREMENTIONED F=MCE POINT "L"; THENCE SOUTH 78'27 � 16" WEST, A
DISTANCE OF 49.00 FEET TO THE POINT OF TERMINATION.
BEGINtiTING AT THL AFOREMENTIONED REFERENCE POINT "M"; THENCE SOUTH 88°51'5611 WEST, A
DISTANCE; OF 10.00 FEET TO THE POINT OF T:MINATION.
BEGINNING AT THE AFOREMENTIONED REFERENCE POINT 'IN"; THENCE NORTH 89°59'44" EAST, A
DISTANCE OF 133.00 FEET TO THE POINT OF TERMINATION.
BEGINNING AT THE AFOREMENTIONED REFERENCE POINT 11011; THENCE SOUTH OO°00'16'1 EAST, A
DISTANCE -OF 15.00 FELT TO THE POINT OF TERMINATION.
BEGINNING AT THE; AFOF TTIONED REFERENCE POINT "P"; THENCE SOUTH 89°59144" WEST, A
DISTANCE OF 85.00 FEET TO A POINT KNOWN AS REFERENCE POINT "V'I; THENCE CONTINUE
SOUTH 89-59144" WEST, A DISTANCE OF 9.00 FEET TO TIL POINT OF TERMINATION.
BEGINNING AT THE AFOREMENTIONED REFERENCE POINT "Q"; THENCE SOUTH 00'00116" EAST, A
DISTANCE OF 40.91 FEET; THENCE NORTH 89'59144" EAST, A DISTANCE OF 70.00 FEET TO THE
POINT OF TERMINATION.
BEGINNING AT THE AFOREMENTIONED REFERENCE POINT "R"; THENCE NORTH 54'33110" EAST, A
DISTANCE OF 80.25 FEET." TO THE POINT OF TERMINATION.
BEGINNING_ AT THE AFOREMENTIONED REFERENCE POINT 'IS"; TRICE SOUTH 52°52' 121 RTEST, A
DISTANCE OF 71.49 FEET TO THE POINT OF TERMINATION.
BEGINNING AT THE AFOR.E,1ENTIONED REFERENCE POINT "T"- THENCE NORTH'. 3-4?1711 4'I EA61', A
DISTP110E OF 111.64 FEET TO THE POINT OF TER1`J NATION. EXHIBIT %A-2ff SHEET 2 OF
SCALE: NONE
UPDATES and/or REVISIONS DATE By CKID I HEREBY CERTIFY THAT THE ATTACHED SKETCH AND LE+AL DESCRIPTION
AND OTHER PERTINENT DATA SHOWN HEREON, OF THE ABOVE DESCRIBED"
PROPERTY CONFORMS TO THE MINIMUM TECHNICAL STANDARDS FOR
LAND SURVEYING IN THE STATE OF FLORIDA .AS ADOPTED SY THE
DEPARTMENT OF PROFESSIONAL REGULATION, BOARD LAND
SURVEYORS, IN SEPTEMBER ISSII AND THAT SAID SK CH H TRUE AND
CORRECT TO THE BEST OF MY K WLEOGE D BELIE
InR EPRODUCTIONS OF THIS SKETCH ARE NOT VALID UNLESS SEALED '
WITH AN EMBOSSED SURVEYOR'S SEAL.
Zd LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS
AND/OR RIGHTS -OF -WAY OF RECORD.
S.) DATA SHOWN HEREON WAS COMPILED FROM OTHER INSTRUMENTS ARR BI IN NA
AND DOES NOT CONSTITUTE A FIELD SURVEY AS SUCH, RE.I TERED NO SU VEY R NO.40�0
STATE OF F IDA
JOS NO, 8311025 DATE DRAWN CHECKED F)/ PG.
_ ._ _. 9115/E'� G.H. L.M.B.
DANIEL CARNAHAN CONSULTING ENGINEERS, INC.
CONSULTING ENGINEERS LAND SURVEYORS
LAND DEVELOPMENT CONSULTANTS
6191 W. ATLANTIC BLVD. MARGATE, FL. 33063 305-972-3959
SKETCH AND LEGAL DESCRIPTION
15' UTILITY EASEMENT
A 15.00 FOOT UTILITY EASEMENT LYING WITHIN PARCEL A OF THE PLAT ENTITLED THE MAINLANDS
OF TAMARAC LAKES. UNIT FIFTEEN, AS RECORDED IN PLAT BOOK 71 AT PAGI!, 3 OF THE PUALIC
RECORDS OF BROWARD COUNTY, FLORIDA, AND ALSO LYING WITHIN A PUBLIC RIGHT OF WAY DED-
ICATED PER OFFICIAL RECORD BOOK, 11961 AT PAGE 75 OF SAID PUBLIC RECORDS OF BROWARD
COUNTY, FLORIDA. THE CENTERLINE OF SAID EASEMENT BEING MORE PARTICULARLY DESCRIBED
AS FOLLOWS:
COMMENCING AT THE NORTHEAST (N.E.) CORNER OF SAID PARCEL A; THENCE NORTH 89'02'49"
WEST, ALONG THE NORTHERLY LINE OF SAID PARCEL A, A DISTANCE OF'164.96 FEET TO THE;
POINT OF BEGINNING; THENCE SOUTH 00-57111" WEST, A DISTANCE OF 79.99 FEET; THENCE
SOUTH-36-59'4411 WEST, A DISTANCE OF 41.50 FEET TO A POINT KNOWN AS REFERENCE POINT
"A"; THENCE CONTINUE SOUTH 36059144" WEST, A DISTANCE OF 6.00 FEET TO A POINT KNOWN
AS REFERENCE POINT "B"; THENCE CONTINUE SOUTH 36'59'44" WEST.', A DISTANCE, OF 94.:'9
FEET; THENCE . SOUTH 00'00116" EAST, A DISTANCE OF 86.00 FEET TO A POINT KNOWN
AS REFERENCE POINT "C": THENCE CONTINUE; SOUTH 0000011611 EAST, A DISTANCE OF 137.00
FEET TO A POINT KNO14N AS REFERENCE POINT "D"; THENCE CONTINUE SOUTH 00'00'16" EA,"I',
A DISTANCE OF 165.00 FEET TO A POINT KNOWN AS REFERENCE POINT "E"; THENCE CONTINUE
SOUTH 00000,16" EAST, A DISTANCE OF 144.50 FEET TO A POINT KNOWN AS REFERENCE POIN?T
"F"; THENCE CONTINUE SOUTH 00000,161, EAST, A DISTANCE OF 3.00 FEET TO A POINT KNOkm
AS REFERENCE POINT "G"; THENCE CONTINUE SOUTH 00*0011611 EAST, A DISTANCE OF 101.50
FEET TO A POINT KNOWN AS REFERENCE POINT 'IH"; THENCE CONTINUE SOUTH 00'00'16" EAST. A
DISTANCE OF 204.35 FEET TO A POINT KNOWN AS REFERENCE POINT "I"; THENCE SOUTH 88'20'
17" WEST.. A DISTANCE OF 154.00 FEET TO A POINT KNOWN AS REFERENCE POINT "J"; THENCE
CONTINUE SOUTH 88020117/1 WEST, A DISTANCE OF 3.00 FEET TO A POINT KNOWN AS REFERENCE -
POINT I'KI'; THENCE CONTINUE SOUTH 88020117/1 WEST., A DISTANCE OF.95.95 FEET TO A POINT
KNOWN AS REFERENCE POINT "L"; THENCE NORTH 01°08'04" WEST, A DISTANCE OF 8.00 FEI7 TO
A POINT IQ?OWN? AS REFERENCE POINT I'M"; THENCE CONTINUE NORTH 01'08'04" 14EST, A DIST'ANICE
OF 149.00 FEET; THENCE NORTH 46'O8'04" WEST, A DISTANCE OF 77.38 nM; THENCE NORTH
00000,161, WEST, A DISTANCE OF 256.72 FEET TO A POINT KNOWN AS REFERENCE POINT "N"`;
THENCE CONTINUE NORTH 00*00'16" WEST, A DISTANCE OF 226.00 FEET; THENCE NCRTIi 89'59'
441E EAST, A. DISTANCE OF 129.00 FEET TO A POINT KNOWN AS REFERENICE POINT t1011: THENCE
CONTINUE NORTH 89°59'44" EAST, A DISTANCE OF 56.00 FEET; THENCE NORTH 41"38'1:3" EVE,
A DISTANCE OF 137.00 FEET.; THENCE NORTH 00600'16" WEST, ,A DISTANCE OF 3.00 FEET TO A.
POINT KNOWN AS REFERENCE POINT 'IF"; THENCE CONTINUE, NORTH 00'00'161, WEST, A DT,STANC`;
Or' 125.57 FEET --THENCE NORTH 36059'44" EAST, A DISTANCE OF 128.0j FEET: 111L-NCE NUIiTll
00057'111I EAST,'A DISTANCE OF 16.13 FEET.' TO THE POINT OF TERMINATION.
TOGETHER WITH THE FOLLOWING 15.00 FOOT UTILITY EASUOITS. THE CENTERLINES OF WHICH
ARE MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE AFOREMENTIONED REFERENCE POINT "A": THENCE SOUTH 75*15117" EAST, A
DIST.IGICE OF 88.61 FEET TO THE POINT OF TERMINATION.
BEGINNING AT THE AFOREMENTIONED REFERENCE POINT "B"; THENCE NORTH 53'00'16" WEST, A
DISTANCE OF 33.00 FEET TO THE POINT OF TERMINATION..
BEGINNING AT THE AFOREMENTIONED REFERENCE POINT•"C"; THENCE NORTH 89'59'44" EAST, A
DISTANCE OF' 79.83 FEET T4 A POINIT KNOWN AS REFERENCE POINT "Q"; THENCE CONTINUE
NORTH 89'59'44" EAST, A DISTANCE OF 15.17 FEET TO TIC; POINT OF TERMINATION.
SCALEINONE EXHIBIT "A-1" SHEET 1 OF 4
UPDATES and/or REVISIONS DATE BY CK'D I HEREBY CERTIFY THAT THE ATTACHF•DW TC14 AND LEGAL DESCRIPTION
AND OTHER PERTINENT DATA SHOWH OCP•CO:1, OF THE ABOVE DESCRIBED
PROPERTY CONFORMS TO THt. UtNIMUM TECHNICAL STANOAAOS FOR
LAND SURVEYING N THE STATE OF FLORIDA AS ADOPT1 Y THE
DEPARTMENT OF PROFESSIONAL REGULATION, BOARD OF ND
SURVEYORS, INSEPTEUKR I96I, AND THAT SAID SKETC I TRUE Alit)enwR11 Tn TNF AFST OF NY KHOWLEOCE IE .
191m,
IJ REPRODUCTIONS OF THIS SKETCH ARE NOT VALID UNLESS SEALED
WITH AN EM&OSSED SURVEYOR'S SEAL.
2J LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS
AND/OR RIGHTS -OF -WAY OF RECORD.
SJ DATA SHOWN HEREON WAS COMPILED FROM OTHER INSTRUMENTS
AND DOES NOT CONSTITUTE A FIELD SURVEY AS SUCH.
�' ND, 8311026 DATE 9I 15/C6
FILE NO. 8 11C25
REGISTEREd' LAND SURVEYOR NO.4030
STATE OF FLORID$$
G H µT `CHECKED L.M.B. FL
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DANIEL CARNAHAN CONSULTING ENGINEERS, INC.
CONSULTING ENGINEERS LAND SURVEYORS
LAND DEVELOPMENT CONSULTANTS
6191 W. ATLANTIC BLVD. MARG ATE. FL. 33063 305-972-3959
BEGINNING AT THE AFORFMMIONED REFE11ENCE POINT "U"; THENCE SOUTH 45016'44" EAST, A
DISTANCE OF 98.27 FEET TO THE POINT OF TERMINATION.
BEGINNING AT THE AFOREMENTIONED P.EFERENCE POINT 'IV"; THENCE NORTH 45°42114'I WEST, A
DISTANCE OF 63.53 FEET TO THE POINT OF TERMINATION.
SAID LANDS SITUATE, LYING AND BEING IN THE CITY OF T'AMARAG. BROWARD COUNTY, 1,101dDA.
SCALE: NONE EXHIBIT `A-3' SHEET 3 OF 4
UPDATES and/or REVISIONS DATE BY CK'D I HEREBY CERTIFY THAT tNE ATTACHED SKETCH AND LEGAL DESCRIPTION
AND OTHER PERTINENT DATA S✓AW11 W.RE011, OF THE A80 CR'BED
PROPER'"CONFORW TO TIME MINIMUM r NICAL STAND OS FOR
LAND SURVEYING IN THE STATE OF FLORIDA AS ADOPT er THE
DEPARTMENT OF PROFESSIONAL REGULAT1011., BOARD LA D
SURVEYORS, IN SEPTEMBER ISB I, AND THAT SAiO ET IS RUE AND
CORRECT TO THE BEST OF MY F,.N OW E NO LIE .
NOTES. IPRODUCTIONS OF THIS SKETCH ARE NOT VALID UNLESS SEALED
WITH AN EMBOSSED WAr&rOR'S SEAL.
Ya LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS
AND/OR RIGIITS-OF-WAY OF RECORD.
SJ DATA SHOWN HEREON WAS COMPILED FROM OTHER INSTRUMENTS LAR Y e RMIN M
AND DOES NOT CONSTITUTE A FIELD SURVEY AS SUCH. REDISt: LANtl uRVEYOR NO.i0;0
STATE D FLORI
JOB N0. I 1026 PATE 1RAM CHECKM FB/ PG.
9115186 i l?I.H- L.M.B.
FI'..Ut]__B31ta25 —
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EXHIBIT sA-4"
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SKETCH n*1D LEGAL DESCRIPTION
20' SANITARY SEWER EASEMENT
A 20.00 FOOT SANITARY SEWER. EASEMENT LYING WITHIN PARCEL A OF THE PLAT ENTITLED THE
MAINLANDS OF TAMARAC LAKES, UNIT FIFTEEN, AS RECORDED IN PLAT BOOK 71 AT PAGE 3
OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA, AND ALSO LYING WITHIN A PUBLIC
RIGHT OF WAY DEDICATED PER OFFICIAL RECORD BOOK 11961 AT PAGE 75 OF SAID PUBLIC
RECORDS OF BROWARD COUNTY, FLORIDA. THE CENTERLINE OF SAID EASEMENT BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHEAST (N.E.) CORNER'OF SAID PARCEL A; THENCE NORTH 89°02'49"
WEST, ALONG THE NORTHERLY LINE OF SAID PARCEL -A, A DISTANCE OF 175.00 FEET TO THE
POINT OF BEGINNING; THENCE SOUTH 04°14'47" EAST, A DISTANCE OF 52.31 FEET; THENCE
SOUTH 37°07'12" WEST, A DISTANCE OF 160.68 FEET; THENCE SOUTH 00004122" WEST, A
DISTANCE OF 349.80 FEET; THENCE SOUTH 00°42116" EAST, A DISTANCE OF 299.32 FEET;
THENCE SOUTH 05039119" WEST, A DISTANCE OF 254.41 FEET; THENCE SOUTH 89°39137"
WEST, A DISTANCE OF 222.39 FEET TO THE POINT OF TERMINATION.
SAID LANDS BEING IN THE CITY OF TAMARAC, BROWARD COUNTY, FLORIDA.
SCALE:
le
EXHIBIT `A-6" SHEET I olp z
DANIEL CARNAHAN CONSULTING ENGINEERS, INC.
CONSULTING ENGINEERS LAND SURVEYORS
LAND DEVELOPMENT CONSULTANTS
6191 W.ATLANTIC BLVD. MARGATE FL.33063 305-972-3959
JOB NO. 8Jl/0Z6 DATE yl3�B6 BRAWN R C W CHECKED 4 M.a FB/PG i
FILE N0.
DANIEL CARNAHAN CONSULTING ENGINEERS, INC.
CONSULTING ENGINEERS LAND SURVEYORS
LAND DEVELOPMENT CONSULTANTS
6191 W. ATLANTIC BLVD. MARGATE FL. 33063 505-972-3959
po.�.
TWO N(AINLAHt7S Of
T4MAIrlhG, 11N1 . I'It'7R��+-►
N bq'o2' 4q K IU
5. 0401$' 4'►" 6 1�5.v0
0-'IZTAe'v-l.-% LIF►
SCALE: I'"a IOD'
UPDATES and/or REVISIONS DATE BY CK'D
NOTES,
13 REPRODUCTIONS OF THIS SKETCH ARE NOT VALID UNLESS SEALED
WITH AN EMBOSSED SURVEYOR'! SEAL.
21 LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS
AND/OR RIGHTS -OF -WAY OF RECORD.
3
.1 DATA SHOWN HEREON WAS COMPILED .FROM OTHER .INSTRUMENTS
A N 0 DOES NOT CONSTITUTE A FIELD SURVEY AS SUCH.
EXHIBIT `A-6" .544e T Z_ r
1 HEREBY CERTIFY THAT THE ATTACHED SKETCH AND LEGAL. DESCRIPTION
AND OTHER PERTINENT DATA SHOWN HEREON, OF THE MOVE DESCRIBED
PROPERTY CONFORMS TO THE MINIMUM TECHNICAL STANDARDS FOR
LAND SURVEYIfI* N THE STATE Of FLORIDA AS ADOP BY THE
DEPARTMENT OF PROFESSIONAL REGULATION, BOARD OF AND
SURVEYORS, IN SEPTEMSER 1091, AND THAT SAID SK TCH I TRUE AND
CORRECT TO THE BEST OF MY KNOW EDGE SELI F.
5 /3 �;l
LA RY RMI A(REGISTE LAK URVEYOR N0:4020
STATE FLOR
DRAWN CHECKED FB/ PG
JOB N0. I layer DATE I J L1 :1C
FiL= Nl? .i Ii021 q•°J-pICP I # -�. �'t .�.
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