HomeMy WebLinkAboutCity of Tamarac Resolution R-99-124Temp. Reso. #8598 April 15, 1999 1
CITY OF TAMARAC
RESOLUTION NO, R-99-�
A RESOLUTION OF THE CITY COMMISSION OF THE CITY
OF TAMARAC, FLORIDA, AUTHORIZING THE
APPROPRIATE OFFICIALS TO ACCEPT AND EXECUTE A
UTILITY EASEMENT ENCROACHMENT AND HOLD
HARMLESS AGREEMENT WITH LENNAR HOMES, INC.,
FOR THE SIDEWALKS ERECTED IN A UTILITY EASEMENT
IN THE EXETER — WEST PORTION PROJECT LOCATED
ON THE SOUTH SIDE OF NW 80" STREET BETWEEN NW
108" TERRACE AND NW 106" AVENUE; PROVIDING FOR
CONFLICTS; PROVIDING FOR SEVERABILITY; AND
PROVIDING FOR AN EFFECTIVE DATE.
WHEREAS, Lennar Homes, Inc., developer of the Exeter - West Portion Project
(attached hereto in map form as "Exhibit 1 ") located on the south side of NW 80' Street
between NW 108`" Terrace and NW 1061" Avenue constructed sidewalks in a utility
easement; and
WHEREAS, the developer, Lennar Homes, Inc., has offered a Utility Easement
Encroachment and Hold Harmless Agreement to the City of Tamarac; and
WHEREAS, the developer shall hold the City harmless from any costs or
obligation to restore the sidewalks as a result of any repair or maintenance to the utility
easement or infrastructure; and
WHEREAS, the Director of Utilities recommends the acceptance and execution
of this Utility Easement Encroachment and Hold Harmless Agreement for the Exeter —
West Portion Project; and
Temp. Reso. #8598 April 15, 1999 2
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 Utility Easement Encroachment and Hold Harmless Agreement with Lennar
Homes, Inc., for the sidewalks erected in a utility easement in the Exeter — West Portion
Project.
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 Utility Easement Encroachment and Hold Harmless Agreement
with Lennar Homes, Inc., for the sidewalks erected in a utility easement in the Exeter —
West Portion Project (attached hereto as "Exhibit 2") located on the south side of NW
801h Street between NW 108m Terrace and NW 106th Avenue.
SECTION 3: That the City Clerk is hereby authorized and directed to
record said agreement in the public records of Broward County.
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
Temp. Reso. #8598 April 15, 1999 3
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.
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PASSED, ADOPTED AND APPROVED this � day of
1999.
ATTEST:
CAROL GOLD, MC/AAE
CITY CLERK
I HEREBY CERTIFY that I have
approved this RESOLUTION as
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JOE SCHREIBER
MAYOR
RECORD OF COMMISSION
MAYOR
SCHREIBER
DIST 1:
COMM. PORTNER
DIST 2:
V/M MISHKIN
DIST 3: ,
COMM. SULTANOF
DIST 4:
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EXETER.DWG
EXETER WEST PORTION
UTILITY EASEMENT ENCROACHMENT AND HOLD HARMLESS AGREEMENT
"Exhibit 2"
. UTILITY EASEMENT ENCROACHMENT
AND
HOLD HARMLESS AGREEMENT BETWEEN
THE CITY OF TAMARAC
AND
L,ennar Homes
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THIS AGREEMENT made this day of 19 V � by and
between the CITY OF TAMARAC, a municipal corporation wi principal offices located at
7525 NW 88th Avenue, Tamarac, Florida 33321 (hereinafter called CITY) and Lennar
Homes, Inc. a [Florida] corporation with principal offices located at
[8190 SW 84, Davie, FL 33324], (hereinafter called the DEVELOPER/OWNER), for the
purpose of holding the CITY harmless for the removal or destruction of landscaping and/or
structures located on DEVELOPER/OWNER'S property and within utility easements held by
the CITY.
WHEREAS, DEVELOPER/OWNER is owner of a parcel of land in the City of Tamarac,
Broward County, Florida, more particularly described in Exhibit A, attached hereto and
incorporated herein by reference; and
WHEREAS, DEVELOPER/OWNER has constructed or will construct landscaping and/or
structures as part of its development of the parcel described in Exhibit A within utility
• easement(s) described in Exhibit B, attached hereto and incorporated herein by reference,
and recorded in O.R. Book page of the Broward County public records; and
WHEREAS, said existing landscaping and/or structures are described on the site plan for
Exeter West prepared by Carnahan, Proctor & Cross and dated 8/27/97
a copy of which is on file with the CITY and attached hereto and incorporated herein by
reference as Exhibit C; and
WHEREAS, CITY is grantee of the utility easement(s) described above and has an
obligation to maintain and repair utility lines in order to serve the citizens of the City of
Tamarac; and
WHEREAS, DEVELOPER/OWNER agrees to hold the CITY harmless for any expenses
incurred by the CITY'S use of the utility easement(s) resulting in the destruction and/or
removal of said existing and/or future landscaping and/or structures; and
NOW, THEREFORE, in consideration of the promises and mutual covenants herein
contained, the parties hereto agree as follows:
1. The foregoing recitals are true and correct and incorporated herein by this reference.
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2. DEVELOPER/OWNER agrees to immediately remove at its, own expense any 40
encroachment located within the CITY'S utility easement once notified by the CITY of
such encroachment.
3. DEVELOPER/OWNER shall hold harmless and indemnify the CITY from and against all
claims, liability and expense arising from the aforesaid encroachments, landscaping
and/or structures, including the expense of removing, relocating, restoring and replacing
same.
4. CITY shall be held harmless by DEVELOPER/OWNER and shall not be responsible for
the damage, destruction or replacement of irrigation lines within the utility easement(s).
5. CITY shall be entitled to make emergency repairs to utility lines within the easement(s)
without prior notice to DEVELOPER/OWNER if giving notice would be detriment to the
health, safety, safety and welfare of the citizens of Tamarac.
6. DEVELOPER/OWNER agrees that any structures placed within the utility easement shall
be limited to minor structures only, such as a sign, fence, or slight encroachments of
concrete. No drainage structures, including, but not limited to, detention or retention
basins, shall be permitted within the utility easement(s).
7. DEVELOPER/OWNER agrees that landscaping within the utility easement(s) shall be
limited to bushes, shrubs and flowers, and that no trees shall be placed within the utility
easement(s). 0
8. DEVELOPER/OWNER shall place a 1' by 1' sign or plaque on the site of the landscaping
or structure, which shall state the following: "This structure may be ordered removed by
the City of Tamarac without notice and at no cost to the City should its removal become
necessary to repair any utility line. The cost of removal shall be borne by Lennar
Homes, Inc., its successors and assigns."
9. DEVELOPER/OWNER shall not place encroachments within the utility easement(s)
unless specifically provided for in this Agreement.
10. This agreement contains the entire agreement between the parties relating to the subject
matter hereof. This Agreement shall not be amended unless in writing and signed by the
parties hereto.
11.This Agreement shall run with the land and bind DEVELOPER/OWNER, its agents, heirs,
successors and assigns, and any subsequent owners of the parcel described in Exhibit
A.
12. Venue for any actions resulting from this Agreement shall be Broward County, Florida.
This Agreement shall be governed by the laws of the State of Florida as are now and
hereinafter in force.
0
IN WITNESS WHEREOF, the parties have made and executed this Removal of Utility
Easement Encroachments and Hold Harmless Agreement on the respective dates under
each signature. CITY OF TAMARAC, through its Mayor and Lennar Homes, Inc. ,
through its Vice President, Doyle Dudley , duly authorized to execute same.
ATTEST:
Carol Gold, CMC/ 0E
City Clerk ,
• / sufficie
Mitchell S. Kraft,
ATT T:
7
Corporate SeCretary
(Corporate Seal)
Type/Print Name
Is \\ismp\p\prujccts\1105d\does\deeds\huldharm.doc:
CITY OF TAMARAC
J Schreiber, Mayor Date: 6 /G3
-ffo-be'rt S. Noe, Jr., City Manager
DEVELOPER/OWNER Lennar Homes, Inc.
By A�� A� A"
Vice PresiderA Doyle D. ley
Doyle Dudley__
Type/Print Name
Date: 5
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EXHIBIT "C"
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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 09'28'48",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 83916'18%A DISTANCE OF 377.87 FEET TO THE POINT OF TANGENCY;
THENCE NORTH 16°25'37"WEST, A DISTANCE OF 71.36 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.B. = PLAT BOOK
0:%WPCADD%LLoS 0ESC•W.Saa
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 G17-6, FLORIDA
ADMINISTRATIVE CODE, PURSUANT TO SECTION 477.027, FLORIDA STATUTES, AND THAT SAID
DeSCRIPTION AND-SKETC61d8'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
EXETER - WEST PORTION JOB NO.: 881205D DATE: 9.16.97
SHEET 1 OF 2 SHEETS
EXHIBIT "A"
EXETER - WEST PORTION
OF -f NN IN KINGS POINT
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NW CORNER N16. 2
PARCEL 'E"
"KINGS POINT REPLAT" •\
(P.B.155, PG.3. B.C.R.)
JOB NO. 881205D DWG By, DCW SCALEt 1••• 100• WEST PORTION
EXETER CX'D By, DCW DATE, 9-16-97 SHEET 2 OF 2 SHEETS
FILE: p'\proj"ts\I105d\I105dsk.dgn
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CARNAHAN•PROCTOR .,CROSS, INC.
CONSULTING ENGINEERS • SURVEYORS • PLANNERS
\JI LAND DEVELOPMENT CONSULTANTS
r 6101 WEST ATLANTIC BLVD.. MARGATE, FL 33063 (954)972-3959 FAX (954)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 00044'56", A DISTANCE OF 15.00 FEET; THENCE SOUTH
20'08'29" 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 20008'29" 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 06"42'17"
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 84036'13" WEST, A DISTANCE OF
3.00 FEET; THENCE NORTH 05023'47" 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 05023'47" WEST, A
DISTANCE OF 35.82 FEET; THENCE NORTH 28°23'00" WEST, A DISTANCE OF 30.94 FEET; THENCE NORTH
05 ° 23'47" 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 00044'56% A DISTANCE OF 15.00 FEET;
THENCE SOUTH 05°23'47" 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 05023'47" EAST, A DISTANCE OF 10.54
FEET; THENCE NORTH 84*36'13" EAST, A DISTANCE OF 3.00 FEET; THENCE SOUTH 05"23'47" EAST, A
DISTANCE OF 15.00 FEET; THENCE SOUTH 84°36'13" 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 78'42'18" 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 21'11'10" EAST, A DISTANCE OF 95.12 FEET; THENCE NORTH
68048'50" WEST, A DISTANCE OF 76.46 FEET; THENCE NORTH 21 ° 11'10" EAST, A DISTANCE OF 15.00
FEET; THENCE SOUTH 68048'50" EAST, A DISTANCE OF 102.96 FEET; THENCE NORTH 21 °1Ill 0" EAST, A
DISTANCE OF 15.19 FEET; THENCE NORTH 12 046'38" EAST, ALONG A LINE RADIAL TO THE NEXT
DESCRIBED CURVE, A DISTANCE OF 56.25 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 12046'38" WEST, ALONG A NON -
RADIAL LINE, A DISTANCE OF 47.00 FEET; THENCE SOUTH 68048'50" 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 52'41'00" 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 21'34'42"
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 01 009'32", 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 21'1110" WEST, A
' EXMR - WEST I JOB NO.: 881205D I DATE: 6-24-98 1 SHEET 1 OF 4 SHEETS
EXHIBIT "B"
DISTANCE OF 86.98 FEET; THENCE SOUTH 06°25'13" WEST, A DISTANCE OF 80.49 FEET; THENCE NORTH
85 °34'52" WEST, A DISTANCE OF 168.16 FEET; THENCE SOUTH 21 ° 11'38" WEST, A DISTANCE OF 16.62
FEET; THENCE SOUTH 48°34'13' 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 51 019'24" EAST, A DISTANCE OF 7.95 FE
THENCE NORTH 38040'36" EAST, A DISTANCE OF 4.98 FEET; THENCE NORTH 66°15'03" EAST, A DISTA
OF 35.09 FEET TO A POINT ON THE ARC OF A CIRCULAR CURVE TO THE LEFT, AT WHICH THE RADIUS
POINT BEARS NORTH 66 ° 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
66015'03" 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 43143'01" WEST, A DISTANCE OF
80.76 FEET; THENCE NORTH 71 °53'44" 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 85°01'05" 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 20°08'29"
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 20P08'29" 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. LB2936 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 1
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 a
ARC LENGTH
B.C.R. -
BROWARD COUNTY RECORDS
D
DELTA (CENTRAL ANGLE)
D.E. m
DRAINAGE EASEMENT
O.R.B. =
OFFICIAL RECORDS BOOK
P.B.
PLAT BOOK
PG.
PAGE (S)
P.O.B. -
POINT OF BEGINNING
P.O.C. -
POINT OF COMMENCEMENT
R
RADIUS
0:1 W PCADDLLL05 D%EXUE. SILL
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 G17.6, FLORIDA
ADMINISTRATIVE CODE,PURSUANT TO SECTION 472.027, FLORIDA STATUTES, AND THAT SAID
�*�'IPTION AND SI(EH iyrnuE 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
' EXETER - WEST I JOB NO.: 881 2050 I DATE: 6-24-98 SHEET 2 OF 4 SHEETS
•
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JOB NO. 881205D
DWG BYt JSH
SCALE1 1•'• 60'
UTILITY EASEMENT
EXETER-WEST
CK'D By, DCW
DATE, 6-24.98
SHEET 4 OF 4 SHEETS
FILE: p:\project3\II05d\II05dsk.dgn