HomeMy WebLinkAboutCity of Tamarac Resolution R-98-349Temp. Reso. #8391, September 14, 1998 1
CITY OF TAMARAC, FLORIDA
RESOLUTION NO. R-98- 3 `f
A RESOLUTION OF THE CITY COMMISSION OF THE CITY
OF TAMARAC, FLORIDA, AUTHORIZING THE
APPROPRIATE CITY OFFICIALS TO ACCEPT AND
EXECUTE A "TAMARAC WATER AND SEWER UTILITY
EASEMENT" WITH LENNAR HOMES, INC., FOR THE
EXETER —WEST PORTION PROJECT, LOCATED ON THE
SOUTH SIDE OF NW 80' STREET BETWEEN NW 108'
TERRACE AND NW 106"h AVENUE, TO ALLOW LEGAL
ACCESS BY CITY UTILITY PERSONNEL FOR INSTALLING,
MAINTAINING, AND OPERATING THE WATER
DISTRIBUTION AND SEWAGE COLLECTION SYSTEMS;
PROVIDING FOR CONFLICTS; PROVIDING FOR
SEVERABILITY; AND PROVIDING FOR AN EFFECTIVE
DATE.
WHEREAS, the Site Plan for the Exeter — West Portion Project, located on the
south side of NW 80" Street between NW 108'" Terrace and NW 1061" Avenue (attached
hereto in map form as "Exhibit 1 ") was approved by City Commission on October 22, 1997;
and
WHEREAS, the development of the Exeter — West Portion Project requires the
installation of the Water Distribution and Sewage Collection Systems; and
WHEREAS, an easement is required by City Code Section 22-191 for the Water
Distribution and Sewage Collection Systems required to serve the Exeter — West Portion
Project; and
Temp. Reso. #8391, September 14, 1998 2
WHEREAS, Lennar Homes, Inc., as the owner of the property, has offered the
"Tamarac Water and Sewer Utility Easement" for water mains, water services, fire hydrants
and sanitary sewers; and
WHEREAS, it is the recommendation of the Director of Utilities that this easement
be accepted and executed for the Exeter — West Portion Project; and
WHEREAS, the City Commission of the City of Tamarac, Florida, deems it to be in
the best interest of the citizens and residents of the City of Tamarac to accept and execute
a "Tamarac Water and Sewer Utility Easement" with Lennar Homes, Inc., for the Exeter —
West Portion Project, required for the installation, maintenance and operation of the Water
Distribution and Sewage Collection Systems.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COMMISSION OF
THE CITY OF TAMARAC, FLORIDA:
SECTION 1: The foregoing "WHEREAS" clauses are hereby ratified and
confirmed as being true and correct and are hereby made a specific part of this resolution.
SECTION 2: That the appropriate City Officials are hereby authorized to
accept and execute a "Tamarac Water and Sewer Utility Easement" (attached hereto as
"Exhibit 2") with Lennar Homes, Inc., for the Exeter — West Portion Project, located on the
south side of NW 80th Street between NW 108th Terrace and NW 1061h Avenue, to allow
legal access by City Utility Personnel in performing their duties, including utility installation,
maintenance and operation.
SECTION 3: That the City Clerk is hereby authorized and directed to record
said Agreement in the Public Records of Broward County.
1
1
Temp. Reso. #8391, September 14, 1998 3
SECTION 4: All resolutions or parts of resolutions in conflict herewith are
hereby repealed to the extent of such conflict.
SECTION 5: If any clause, section, other part or application of this
Resolution is held by any court of competent jurisdiction to be unconstitutional or invalid,
in part or application, it shall not affect the validity of the remaining portions or applications
of this Resolution.
SECTION 6: This Resolution shall become effective immediately upon its
passage and adoption.
PASSED, ADOPTED AND APPROVED this� day of
WORD]
ATTEST:
CAROL OLD, CMC/AA
CITY CLERK
I HEREBY CERTIFY that I have
app o ed this RESOLUTION as
to f r . 1
TWkrs/tk
MITCHELL Si'
CITY ATTOR
JOE SCHREIBER
MAYOR
RECORD OF COMMI ' ON VOTE
MAYOR SCHREIBER
DIST 1: COMM. MCKAYE
DIST 2: V/M MISHKIN
DIST 3: COMM. SULTANOF
DIST 4: COMMi. ROBERTS �A
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CARNAHAN•PROCTOR & ASSOCIATES, INC.
CONSULTING ENGINEERS • SURVEYORS • PLANNERS
I z LAND DEVELOPMENT CONSULTANTS
6191 WEST ATLANTIC BLVD., MARGATE. FL 33063 (305)972.3959 FAX (306)972-4178
SKETCH AND LEGAL DESCRIPTION
EXETER - WEST PORTION
IN KINGS POINT
LEGAL DESCRIPTION
THAT PORTION OF PARCEL 'E', 'KINGS POINT REPLAT', ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT
BOOK 156, PAGE 3, OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED
AS FOLLOWS:
BEGINNING AT THE NORTHWEST CORNER OF SAID PARCEL "E', SAID POINT BEING ON THE ARC OF A CIRCULAR CURVE
TO THE RIGHT, AT WHICH THE RADIUS POINT BEARS SOUTH 27' 24'36" EAST; THENCE NORTHEASTERLY, EASTERLY,
AND SOUTHEASTERLY ALONG THE NORTH BOUNDARY OF SAID PARCEL 'E' AND ALONG THE ARC OF SAID CURVE,
HAVING A RADIUS OF 1160.00FEET AND A CENTRAL ANGLE OF 50'46'53',A DISTANCE OF 1028.11 FEET TO A POINT
ON THE ARC OF A CIRCULAR CURVE TO THE LEFT, AT WHICH THE RADIUS POINT BEARS SOUTH 22' 11'55' EAST;
THENCE WESTERLY, SOUTHWESTERLY, AND SOUTHERLY ALONG THE ARC OF SAID CURVE, HAVING A RADIUS OF 40.00
FEET AND A CENTRAL ANGLE OF 46036'54',A DISTANCE OF 32.54 FEET TO THE POINT OF TANGENCY; THENCE SOUTH
21 * 11'11' WEST, A DISTANCE OF 140.02 FEET TO THE POINT OF CURVATURE OF A CIRCULAR CURVE TO THE LEFT;
THENCE SOUTHERLY, AND SOUTHEASTERLY ALONG THE ARC OF SAID CURVE HAVING A RADIUS OF 202.50 FEET AND
A CENTRAL ANGLE OF 45'46'04',A DISTANCE OF 161.76 FEET TO THE POINT OF REVERSE CURVATURE OF A
CIRCULAR CURVE TO THE RIGHT; THENCE SOUTHEASTERLY, SOUTHERLY, AND SOUTHWESTERLY ALONG THE ARC OF
SAID CURVE HAVING A RADIUS OF 200.00 FEET AND A CENTRAL ANGLE OF 66'07'18',A DISTANCE OF 230.81 FEET
TO THE POINT OF REVERSE CURVATURE OF A CIRCULAR CURVE TO THE LEFT; THENCE SOUTHWESTERLY ALONG THE
ARC OF SAID CURVE HAVING A RADIUS OF 40.00 FEET AND A CENTRAL ANGLE OF 09028'48',A DISTANCE OF 6.62
FEET TO THE POINT OF REVERSE CURVATURE OF A CIRCULAR CURVE TO THE RIGHT; THENCE SOUTHWESTERLY ALONG
THE ARC OF SAID CURVE HAVING A RADIUS OF 40.00 FEET AND A CENTRAL ANGLE OF 22*18'04',A DISTANCE OF
15.57 FEET TO THE POINT OF TANGENCY; THENCE SOUTH 54' 21'41 " WEST, A DISTANCE OF 40.00 FEET (THE LAST
SEVEN DESCRIBED COURSES BEING COINCIDENT WITH THE EASTERLY BOUNDARY OF THE INGRESS AND EGRESS
EASEMENT DESCRIBED IN OFFICIAL RECORDS BOOK 17041, PAGE 482, OF SAID PUBLIC RECORDS); THENCE NORTH
35'38'19' WEST, A DISTANCE OF 60.00 FEET; THENCE SOUTH 54'21'41"WEST, A DISTANCE OF 7.01 FEET; THENCE
NORTH 35038'19' WEST, A DISTANCE OF 100.04 FEET TO THE POINT OF CURVATURE OF A CIRCULAR CURVE TO THE
LEFT; THENCE NORTHWESTERLY, AND WESTERLY ALONG THE ARC OF SAID CURVE HAVING A RADIUS OF 400.00 FEET
AND A CENTRAL ANGLE OF 64'03'36',A DISTANCE OF 447.22 FEET TO THE POINT OF TANGENCY; THENCE SOUTH
80' 18'05' WEST, A DISTANCE OF 42.64 FEET TO THE POINT OF CURVATURE OF A CIRCULAR CURVE TO THE RIGHT;
THENCE WESTERLY, NORTHWESTERLY, AND NORTHERLY ALONG THE ARC OF SAID CURVE HAVING A RADIUS OF
260.00 FEET AND A CENTRAL ANGLE OF 93'16'18%A DISTANCE OF 377.87 FEET TO THE POINT OF TANGENCY;
THENCE NORTH 16'25'37' WEST, A DISTANCE OF 71.35 FEET TO THE POINT OF BEGINNING (THE LAST SEVEN
DESCRIBED COURSES BEING COINCIDENT WITH THE SOUTHERLY AND WESTERLY BOUNDARIES OF SAID PARCEL "E"),
SAID LANDS SITUATE IN THE CITY OF TAMARAC, BROWARD COUNTY, FLORIDA, AND CONTAIN 8.336 ACRES, MORE OR
LESS,
NOTES
01, NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
02. THIS DRAWING IS THE PROPERTY OF CARNAHAN-PROCTOR & ASSOCIATES, INC., CERTIFICATE OF AUTHORIZATION NO. 2936
AND SHALL NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION.
03. THE LANDS SHOWN HEREON ARE SUBJECT TO ALL EASEMENTS, RESERVATIONS, RIGHTS -OF -WAY, AND RESTRICTIONS OF
RECORD.
04. DATA SHOWN HEREON WAS COMPILED FROM OTHER INSTRUMENTS AND DOES NOT CONSTITUTE A FIELD SURVEY AS SUCH.
ABBREVIATIONS
A ARC LENGTH PG. - PAGE
B.C.R. = BROWARD COUNTY RECORDS P.O.B. - POINT OF BEGINNING
D = DELTA (CENTRAL ANGLE) R = RADIUS
P.R. VIAT 200K
0AWPCADDLLL050%DESC•W.S&L
SURVEYOR'S CERTIFICATION
I HEREBY CERTIFY THAT THE DESCRIPTION AND SKETCH SHOWN HEREON COMPLIES WITH
MINIMUM TECHNICAL STANDARDSFOR SURVEYS AS CONTAINED IN CHAPTER 61G17.8, FLORIDA
ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES, AND THAT SAID
MCRIPTION ANQ.SKETCH IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF.
DONNA C. DIETZ
SURVEYOR AND MAPPER,._, DATE OF LAST FIELD WORK; NOT A SURVEY
FLORIDA LICENSE NO. LS 4290
1 EXETER - WEST PORTION I JOB NO.: 881205D I DATE: 9-16-97 1 SHEET 1 OF 2 SHEETS
EXHIBIT "A"
EXETER
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CARNAHAN • PROCTOR • CROSS. INC_.
(� CONSULTING ENGINEERS • SURVEYORS • PLANNERS
LAND DEVELOPMENT CONSULTANTS
6101 WEST ATLANTIC BLVD., MARGATE, FL 33063 (954)972.3959 FAX (964)972.4178
(SKETCH AND LEGAL DESCRIPTION)
UTILITY EASEMENT
EXETER - WEST
LEGAL DESCRIPTION:
THAT PORTION OF PARCEL "E", "KINGS POINT REPLAT", ACCORDING TO THE PLAT THEREOF AS RECORDED
IN PLAT BOOK 156, PAGE 3 OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA, BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHWEST CORNER OF SAID PARCEL "E", SAID POINT LYING ON THE ARC OF A
CIRCULAR CURVE TO THE RIGHT AT WHICH THE RADIUS POINT BEARS SOUTH 27 ° 24,36" EAST; THENCE
EASTERLY ALONG THE ARC OF SAID CURVE, ALSO BEING THE NORTHERLY BOUNDARY OF SAID PARCEL
"E", HAVING A RADIUS OF 1160.00 FEET AND A CENTRAL ANGLE OF 05"29'36", A DISTANCE OF 111.22
FEET; THENCE SOUTH 21 055'00" EAST, ALONG A LINE RADIAL TO THE LAST AND NEXT DESCRIBED
CURVES, A DISTANCE OF 12.00 FEET TO THE POINT OF BEGINNING, SAID POINT BEING ON THE ARC OF A
CIRCULAR CURVE TO THE RIGHT; THENCE EASTERLY ALONG THE ARC OF SAID CURVE, HAVING A RADIUS
OF 1148.00 FEET AND A CENTRAL ANGLE OF 00"44'56", A DISTANCE OF 15.00 FEET; THENCE SOUTH
20008'29" EAST, ALONG A NON -RADIAL LINE, A DISTANCE OF 46.79 FEET; THENCE NORTH 69"51'31"
EAST, A DISTANCE OF 28.17 FEET; THENCE SOUTH 20"08'29" EAST, A DISTANCE OF 59.47 FEET; THENCE
SOUTH 53015'31" EAST, A DISTANCE OF 58.33 FEET; THENCE SOUTH 81 °46'29" EAST, A DISTANCE OF
39.59 FEET; THENCE NORTH 85"01'05" EAST, A DISTANCE OF 84.73 FEET; THENCE SOUTH 06a42'17"
EAST, A DISTANCE OF 3.80 FEET; THENCE NORTH 85°01'05" EAST, A DISTANCE OF 90.53 FEET; THENCE
NORTH 05023'47" WEST, A DISTANCE OF 51.93 FEET; THENCE SOUTH 84"36'13" WEST, A DISTANCE OF
3.00 FEET; THENCE NORTH 05"23'47" WEST, A DISTANCE OF 15.00 FEET; THENCE NORTH 84*36*13" EAST,
A DISTANCE OF 3.00 FEET; THENCE NORTH 05 ° 23'47" WEST, A DISTANCE OF 27.89 FEET; THENCE SOUTH
84036'13" WEST, A DISTANCE OF 3.00 FEET; THENCE NORTH 05"23'47" WEST, A DISTANCE OF 15.00
FEET; THENCE NORTH 84036'13" EAST, A DISTANCE OF 29.50 FEET; THENCE NORTH 05°23'47" WEST, A
DISTANCE OF 35.82 FEET; THENCE NORTH 28023'00" WEST, A DISTANCE OF 30.94 FEET; THENCE NORTH
05023'47" WEST, A DISTANCE OF 18.13 FEET TO A POINT ON THE ARC OF A CIRCULAR CURVE TO THE
RIGHT, AT WHICH THE RADIUS POINT BEARS SOUTH 04 °42'35" EAST; THENCE EASTERLY ALONG THE ARC
OF SAID CURVE, ALSO LYING 12.00 FEET SOUTH OF AND CONCENTRIC WITH SAID NORTHERLY BOUNDARY,
HAVING A RADIUS OF 1148,00 FEET AND A CENTRAL ANGLE OF 00°44'56", A DISTANCE OF 15.00 FEET;
THENCE SOUTH 05023'47" EAST, ALONG A NON -RADIAL LINE, A DISTANCE OF 14.81 FEET; THENCE SOUTH
28023'00" EAST, A DISTANCE OF 30.94 FEET; THENCE SOUTH 05"23'47" EAST, A DISTANCE OF 10.54
FEET; THENCE NORTH 84036'13" EAST, A DISTANCE OF 3.00 FEET; THENCE SOUTH 05°23'47" EAST, A
DISTANCE OF 15.00 FEET; THENCE SOUTH 84036'13" WEST, A DISTANCE OF 3.00 FEET; THENCE SOUTH
05"23'47" EAST, A DISTANCE OF 126.93 FEET; THENCE NORTH 84°36'13" EAST, A DISTANCE OF 7.50
FEET; THENCE SOUTH 78142'18' EAST, A DISTANCE OF 8.78 FEET; THENCE SOUTH 11 °17'42' WEST, A
DISTANCE OF 8.52 FEET; THENCE SOUTH 78042'18" EAST, A DISTANCE OF 35.39 FEET; THENCE NORTH
11 "17'42" EAST, A DISTANCE OF 6.75 FEET; THENCE SOUTH 78°42'18" EAST, A DISTANCE OF 15.00 FEET;
THENCE SOUTH 11'17'42" WEST, A DISTANCE OF 6.75 FEET; THENCE SOUTH 78*42,18" EAST, A
DISTANCE OF 41.14 FEET; THENCE SOUTH 71 °53'44" EAST, A DISTANCE OF 96.28 FEET; THENCE NORTH
21-11'10" EAST, A DISTANCE OF 53.79 FEET; THENCE NORTH 68"48'50" WEST, A DISTANCE OF 3.00 FEET;
THENCE NORTH 21 ° 11'10" EAST, A DISTANCE OF 15.00 FEET; THENCE SOUTH 68 "48'50" EAST, A
DISTANCE OF 3.00 FEET; THENCE NORTH 21 011'10" EAST, A DISTANCE OF 95.12 FEET; THENCE NORTH
68048'50" WEST, A DISTANCE OF 76.46 FEET; THENCE NORTH 21 *1110" EAST, A DISTANCE OF 15.00
FEET; THENCE SOUTH 68048'50" EAST, A DISTANCE OF 102.96 FEET; THENCE NORTH 21 *11,10" EAST, A
DISTANCE OF 15.19 FEET; THENCE NORTH 12"46'38" EAST, ALONG A LINE RADIAL TO THE NEXT
DESCRIBED CURVE, A DISTANCE OF 55.25 FEET TO A POINT ON THE ARC OF A CIRCULAR CURVE TO THE
RIGHT; THENCE EASTERLY ALONG THE ARC OF SAID CURVE, ALSO LYING 12.00 FEET SOUTH OF AND
CONCENTRIC WITH SAID NORTHERLY BOUNDARY, HAVING A RADIUS OF 1148.00 FEET AND A CENTRAL
ANGLE OF 00°44'55", A DISTANCE OF 15.00 FEET; THENCE SOUTH 12°46'38" WEST, ALONG A NON -
RADIAL LINE, A DISTANCE OF 47.00 FEET; THENCE SOUTH 68"48'50" EAST, A DISTANCE OF 1.52 FEET;
THENCE SOUTH 21"11'10" WEST, A DISTANCE OF 176.07 FEET; THENCE SOUTH 15°43'13" EAST, A
DISTANCE OF 13.51 FEET; THENCE NORTH 74 ° 16'47" EAST, A DISTANCE OF 2.00 FEET; THENCE SOUTH
15°43'13" EAST, A DISTANCE OF 5.29 FEET; THENCE SOUTH 85°34'52" EAST, A DISTANCE OF 129.18
FEET; THENCE NORTH 06"25'13" EAST, A DISTANCE OF 63.76 FEET; THENCE NORTH 21'11,10* EAST, A
DISTANCE OF 95.21 FEET; THENCE NORTH 52041'00" EAST, A DISTANCE OF 61.55 FEET TO A POINT ON
THE ARC OF A CIRCULAR CURVE TO THE RIGHT, AT WHICH THE RADIUS POINT BEARS SOUTH 21 034,42"
WEST; THENCE EASTERLY, AND SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, ALSO LYING 12.00
FEET SOUTH OF AND CONCENTRIC WITH SAID NORTHERLY BOUNDARY, HAVING A RADIUS OF 1148.00 FEET
AND A CENTRAL ANGLE OF 01 °09'32", A DISTANCE OF 23.22 FEET; THENCE SOUTH 52"41'00" WEST,
ALONG A NON -RADIAL LINE, A DISTANCE OF 67.70 FEET; THENCE SOUTH 21 ° 11'10" WEST, A
' EXETER - WEST I JOB NO.: 881206D I DATE: 6-24-98 1 SHEET 1 OF 4 SHEETS
EXHIBIT "B"
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C,
DISTANCE OF 86.98 FEET; THENCE SOUTH 06025*13" WEST, A DISTANCE OF 80.49 FEET; THENCE NORTH
85034'52" WEST, A DISTANCE OF 168.16 FEET; THENCE SOUTH 21 "11'38" WEST, A DISTANCE OF 16.62
FEET; THENCE SOUTH 48034'13" EAST, A DISTANCE OF 201.97 FEET; THENCE NORTH 38"40'36" EAST, A
DISTANCE OF 12.99 FEET; THENCE NORTH 51 ° 19'24" WEST, A DISTANCE OF 7.95 FEET; THENCE NORTH
38°40'36" EAST, A DISTANCE OF 15.00 FEET; THENCE SOUTH 51 °19'24" EAST, A DISTANCE OF 7.95 FEET;
THENCE NORTH 38°40'36" EAST, A DISTANCE OF 4.98 FEET; THENCE NORTH 66015'03" EAST, A DISTANCE
OF 35.09 FEET TO A POINT ON THE ARC OF A CIRCULAR CURVE TO THE LEFT, AT WHICH THE RADIUS
POINT BEARS NORTH fib ° 17'44" EAST; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, HAVING
A RADIUS OF 213.50 FEET AND A CENTRAL ANGLE OF 02"14'17", A DISTANCE OF 8.34 FEET TO THE POINT
OF REVERSE CURVATURE OF A CIRCULAR CURVE TO THE RIGHT; THENCE SOUTHEASTERLY ALONG THE
ARC OF SAID CURVE HAVING A RADIUS OF 196.50 FEET AND A CENTRAL ANGLE OF 01 056'36", A
DISTANCE OF 6.66 FEET (THE LAST TWO DESCRIBED COURSES BEING COINCIDENT WITH THE WESTERLY
BOUNDARY OF A 15 FOOT WIDE WATER MAIN EASEMENT, AS RECORDED IN OFFICIAL RECORDS BOOK
16491 AT PAGE 977 OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA); THENCE SOUTH
66°15'03" WEST, ALONG A NON -RADIAL LINE, A DISTANCE OF 31.71 FEET; THENCE SOUTH 38°40'36"
WEST, A DISTANCE OF 39.76 FEET; THENCE SOUTH 76°55'33" WEST, A DISTANCE OF 8.15 FEET; THENCE
NORTH 51 °19'29" WEST, A DISTANCE OF 140.33 FEET; THENCE NORTH 43043'01" WEST, A DISTANCE OF
80.76 FEET; THENCE NORTH 71063'44" WEST, A DISTANCE OF 115.30 FEET TO THE POINT OF CURVATURE
OF A CIRCULAR CURVE TO THE LEFT; THENCE WESTERLY ALONG THE ARC OF SAID CURVE HAVING A
RADIUS OF 517.10 FEET AND A CENTRAL ANGLE OF 23"05'11 ", A DISTANCE OF 208.36 FEET TO THE POINT
OF TANGENCY; THENCE SOUTH 85001'05" WEST, A DISTANCE OF 106.14 FEET TO THE POINT OF
CURVATURE OF A CIRCULAR CURVE TO THE RIGHT; THENCE WESTERLY, NORTHWESTERLY, AND
NORTHERLY ALONG THE ARC OF SAID CURVE HAVING A RADIUS OF 133.00 FEET AND A CENTRAL ANGLE
OF 74 °50'26", A DISTANCE OF 173.73 FEET TO THE POINT OF TANGENCY; THENCE NORTH 20008,29"
WEST, A DISTANCE OF 19.58 FEET; THENCE SOUTH 69°51'31" WEST, A DISTANCE OF 3.50 FEET; THENCE
NORTH 20°08'29" WEST, A DISTANCE OF 15.00 FEET; THENCE NORTH 69°51'31" EAST, A DISTANCE OF
3.00 FEET; THENCE NORTH 20008'29" WEST, A DISTANCE OF 51.80 FEET TO THE POINT OF BEGINNING.
SAID LANDS SITUATE IN THE CITY OF TAMARAC, BROWARD COUNTY, FLORIDA.
NOTES
01. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
02. THIS DRAWING IS THE PROPERTY OF CARNAHAN PROCTOR CROSS, INC., CERTIFICATE OF AUTHORIZATION NO. L132936 AND
SHALL NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION.
03. THE LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THE UNDERSIGNED FOR RIGHTS -OF -WAY, EASEMENTS,
RESERVATIONS, AND OTHER SIMILAR MATTERS OF RECORD. SUCH INFORMATION SHOULD BE OBTAINED AND VERIFIED BY
OTHERS THROUGH APPROPRIATE TITLE VERIFICATION.
04, THE LANDS SHOWN HEREON ARE SUBJECT TO ALL EASEMENTS, RESERVATIONS, RIGHTS -OF -WAY, AND RESTRICTIONS OF
RECORD.
05. DATA SHOWN HEREON WAS COMPILED FROM OTHER INSTRUMENTS AND DOES NOT CONSTITUTE A FIELD SURVEY AS SUCH.
06. ALL EASEMENTS SHOWN HEREON ARE PER THE RECORD PLAT UNLESS OTHERWISE NOTED.
ABBREVIATIONS
A =
ARC LENGTH
B.C.R.
BROWARD COUNTY RECORDS
0 =
DELTA (CENTRAL ANGLE)
D.E. =
DRAINAGE EASEMENT
O.R.B.
OFFICIAL RECORDS BOOK
P.D. =
PLAT BOOK
PG. a
PAGE (S)
P.O.B. -
POINT OF BEGINNING
P.O.C. =
POINT OF COMMENCEMENT
R =
RADIUS
0:WPCADDuLO 50%FJNE.SNL
SURVEYOR'S CERTIFICATION
I HEREBY CERTIFY THAT THE DESCRIPTION AND SKETCH SHOWN HEREON COMPLIES WITH
MINIMUM TECHNICAL STANDARDS FOR SURVEYS AS CONTAINED IN CHAPTER 61 G 17-6, FLORIDA
ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES, AND THAT SAID
aE CRIPTION AND y I%TCHATRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF.
DONNA C. WEST
SURVEYOR AND MAPPER
FLORIDA LICENSE NO. LS 4290
DATE OF LAST FIELD WORK: NOT A SURVEY
I EXETER - WEST I JOB NO,: 881206D I DATE: 6-24-98 1 SHEET 2 OF 4 SHEETS 1
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UTILITY EASEMENT
IN EXETER - WEST PORTION
P.O.C. '
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PARCEL "E" R•1148.00'
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1 .14' -
- - - - - - - - - - - - - - -1Q, A-208_ '
1
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20' UTILITY, DRAINAGE AND I
_ CANAL MAINTENANCE EASEMENT
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LOCATION MAP
NOT TO SCALE
JOB NO. 8812050 DWG BY, JSN ISCALE, 1 60'1 UTILITY EASEMENT
EXETER-WEST I CK•D By' DCW I DATE, 6.24-98 1 SHEET 3 OF 4 SHEETS
FILE: P;\Project3\II05d\IIO5dsk.d9n
lb
•
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UTILITY EASEMENT
IN EXETER - WEST PORTION
NORTHWEST 80th STREET
_KNLY BOUpARY PE4
=12' UTILITY EASEMENT
SIDEWALK EASEMENT
(O.R.B. 25253. PG. 504, B.C.R.)
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PROPOSED
/ 12' FPL EASEMENT
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t5' FORCE MAIN EASEMENT �+
(0.U. 16491. PG. 977, B,C.R.) f I1
INGRESS AND EGRESS EASEMENT
(O.R.B. 17041, PG.482, B.C.R.) ,
15' WATER MAIN EASEMENT / I�
(O,R.B. 164911 PG, 977, B.C.R,)
JOB NO, 881205D DWG BYE JSH SCALE+ 1"• 50' UTILITY EASEMENT
EXETER-WEST CK'D B t DCW DATE!. 6-24-98 SHEET 4 OF 4 SHEETS
FILE: P:\ProjeCt3\I105d\I105d3k,dgn