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City of Tamarac Resolution R-90-227
I- , Temp. Reso. #5892 CITY OF TAMARAC, FLORIDA RESOLUTION NO. R-90—�Z.Z2 A RESOLUTION APPROVING AND ACCEPTING A TAMARAC UTILITIES WEST WATER AND SEWER UTILITY EASEMENT OFFERED BY JASMINE HOMEOWNERS ASSOCIATION, INC.,JASMINE RECREATION ASSOCIATION, INC., AND JASMINE ON THE GREENS FOR THE JASMINE II PROJECT; AND PROVIDING AN EFFECTIVE DATE. BE IT RESOLVED BY THE COUNCIL OF THE CITY OF TAMARAC, FLORIDA: ! SECTION 1: That the Tamarac Utilities West Water and Sewer c Utility offered by Jasmine Homeowners Association, Inc., Jasmine t Recreation Association, Inc., and Jasmine on the Greens for the 1 Jasmine II project is HEREBY APPROVED AND ACCEPTED, a copy of said I 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. vt, ! PASSED, ADOPTED AND APPROVED this /0 day ofcftJ , 1990. 6 ATTEST: I C ROL A. EVA S CITY CLERK i I HEREBY CERTIFY that T have D approved this olution as to fyrrA.. s ALA17` F . RP CITY A ORN 31 4 5 NORMAN AB MAYOR RECORD OF COUNCIL VOTE MAYOK, ABRAMOWITZ d C/M ROHR DISTRICT 1: __, _-- DISTRICT 2: C/M SCHUMANN DISTRICT3: ViM OFFMAN DISTRICT4: C/M BENDER . ,• . _.x .x 1 s lj� 4 4- .l .I'31.. FORS JASMINE 1, As of the _ / day ofI�neT990,, the parties listed on Schedule "A" attached hereto and made a part hereof (hereinafter referred to as "Grantors"), expressly grant an easement to the City of Tamarac, a municipal corporation of the State of Florida, having an address at 7525 N. W. 88th Avenue, Tamarac, Florida, 33321, (hereinafter referred to as "Grantee"), subject to the following provisions and in consideration of the sum of TEN DOLLARS ($10.00) and other good and valuable considerations paid by Grantee to Grantors, receipt of which is hereby acknowledged by both parties. Grantors are the fee simple owners of the real property, a legal description of which is attached hereto as Exhibit "A", and incorporated by reference herein, (hereinafter referred to as "the servient estate"). Grantors hereby grant, bargain and sell to Grantee, its successors and assigns, a perpetual easement under, over and upon a portion of the servient estate, a legal description of which is attached hereto as Exhibit "S" and incorporated by referenced herein, (hereinafter referred to as "the easement area"). Grantee may use the easement area for the laying, installing, maintaining, operating and altering of water lines and appurtenant facilities, sewer lines and appurtenant facilities as well as for surface water storm drainage, and for other comparable public utility purposes. Grantee's right to utilize the easement area shall be Page 1 of 4 exclusive to the extent that Grantors shall grant no easement or • .license, nor make any covenants, having the effect of permitting • use of the easement area by one other than Grantee, except Grantors may furnish an easement to Florida Power and Light, Southern Bell or franchised cable TV that crosses this easement at right angles. Grantors may, for their own purposes, utilize the easement area and shall retain a right of free ingress and egress under, over and upon the easement area; provided that, in no event, shall any of the rights herein reserved to Grantors impede the easement herein granted or the exercise of the rights of use thereunder. Grantors grant to Grantee, a perpetual non-exclusive ease- ment upon the servient estate whereby Grantee shall have reasona- ble access necessary to fully exercise Grantee's rights within the easement area. The provisions of the easement shall be binding on the parties hereto and their respective successors and assigns as a covenant running with and binding upon the servient estate. This easement shall not be released or amended without consent of the Grantee as evidenced by a document signed with the same formalities as this documents. This easement may be executed in counterparts, all of which shall be considered as one. Grantee shall record this document in the Public Records of Broward County, Florida. This instrument contains the entire agreement between the parties relating to the rights granted and the obligations assumed pursuant to this instrument. Any oral representations or Page 2 of 4 � 5 M modifications concerning this instrument, shall be of no force and effect, excepting a subsequent modification reduced to writ- • ing, signed by the party to be bound. IN WITNESS WHEREOF, the Grantors set forth on the attached Schedule "A" hereby agree to be bound by the terms hereof as of the day and year first appearing above. Signed, sealed and delivered in presence of: GRANTORS: (See Schedule of Grantors attached hereto as Schedule "A") ATTEST: BY: G� CITY CLERK STATE OF FLORIDA COUNTY OF BROWARD BY CITY OF TAMARAC n .- BY: DATE: /O /(v 90 C L I CITY MANAGE DATE: O /!0 90 Approve s to o BY: CITY ATT EY I HEREBY CERTIFY that on this day, before me, an Officer duly authorized in the State aforesaid and in the County afore- said to take acknowledgments, personally appeared ellvlxan /A�rtowi t� • 1XaY,0.' lrwd Sh,? ,a -ell 6q!`/ to me known to be the personSdescribed n and who executed the foregoing instrument and they acknowledged before me that they executed the same. Page 3 of 4 WITNESS my hand and seal at .'w G , Sroward County, Florida, this 6/71 day of t�urre, 1990. Q r d l/ IMOTARV PPTJBAC Commission Exp: (SEAL) • IMTRRY M1 LIC STATE OF WRIDA MY C( MISSIDN EXP. DUNE 5,1994 jONDED Jh'WU GENERAL INS. UND. Page 4 of 4 SCHEDULE A. PAGE / o 4 / 49 GRANTORS: Jasmine Homeowners Association, Inc. Jasmine Recreation Association, Inc. Jasmine/On The Greens As it relates to the common areas of the community. Signgdand sealed and del' eyed in the presence of: /it�ess Witness STATE OF FLORIDA COUNTY OF BROWARD tO,7j ilk I&I 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 Lawrence J. Kravetz, President of the Jasmine Homeowners Association, Inc. to me known to be the person described in and Who executed the foregoing instrument and they acknowledged before me that they executed the same. WITNESS my hand and seal at Broward County, Florida, this _ i 3- day of August, 1990. �J Notary Public Commission Expires: NOTARY PUBLIC STATE OF FLORIDA NY CONRISSION EXP. JUNE 4,1992 BONDED TNRD 6ENENAL INS. UND. �7 LGj 6 f 17 (7) A,� LM GRANTORS: Pamela T. Lemelle ADDRESS: 7013 Woodmont Way, Tamarac, Florida Unit 6 Building 12 JASMINE ON THE GREENS Signed and Sealed and delivered in the presence of: WITNESS WITNESS STATE OF FLORIDA COUNTY OF GRANTOR: Pamela T. Lemelle I HEREBY CERTIFY that on this day, before me, an Officer duly authorized in the State aforesaid and in the County afore- said to take acknowledgments, personally appeared Pamela T. Lemelle to me known to be the person described in and who executed the foregoing instrument and they acknowledged before me that they executed the same. WITNESS my hand and seal at -� ,(A.a C �Q�� , Broward County, Florida, this ,_LLQ _ _ day of Jiro- 1990. NOTAR PUBLIC Commission Exp'"'� `" - --� (SEAL) ROTARY PUBLIC STATE OF FLORIDA� KY COW,15SION EXP. AUG. 7.1993 d/po1r=iww/w&s-eese.agr/p"NDED THRU GENERAL IdS. WID. IzC(,) 4j SCHER= nil.,. pAaz 3 v �' /S GRANTORS: Transcapital Development Corporation ADDRESS: Unit 1 Buildina 13 JASMINE ON THE GREENS Signed d S NeW and GRANTOR: delive ed i�n//t vresence of: TRANSCAPITAL DEVELOPMENT CORPORATION BY..Ait� STATE OF FLORIDA COUNTY OF I HEREBY CERTIFY that on this day, before me, an Officer duly authorized in the State aforesaid and in the County afore- said to take acknowledgments, personally appeared &-'k,u r 4o'u.A1C as Via; fie,-6.A2Arof TRANSCAPITAL DEVELOPMENT CORPORATION to me known to be the person described in and who executed the foregoing instrument and they acknowledged before me that they executed the same. WITNESS my hand and seal at Broward County, Florida, this s� y of Ju e, 1990. eIMARY PUBLIC Commission Exp: d/pofrcf& a/r9s-ssse.syr/pls VOTARY PUBLIC STATE OF FLORIDA MY COMMISSION EXP. JUNE 4,1992 BONDED THRU GENERAL INS. UND. (SEAL) t" k j1CHEi2QLE us-I� per$ `� of a GRANTORS: Trans capital Development Corporation ADDRESS: Unit 4 & 6 Bujlding 13 JASMINE ON THE GREENS Signed afid KnOed and deliverAd L the vrksence of: 1:)1 ESS STATE OF FLORIDA COUNTY OF 094Z 9)A-/_Q GRANTOR: TRANSCAPITAL DEVELOPMENT CORPORATION BY : I HEREBY CERTIFY that on this day, before me, an Officer duly authorized in the State aforesaid and in the County afore- said to take acknowledgments, personally appeared Ce,vesr as11jtF Pecs•,oG-AAzf TRANSCAPITAL DEVELOPMENT CORPORATION to me Rhown to be the person described in and who executed the foregoing instrument and they acknowledged before me that they executed the same. WITNESS my hand and se!0! aA.[.t �/1 d�• , Broward County, Florida, this y of June, 19 . TARY PUBLIC NOTARY pUBIIC STATE OF FLORIDA MY CONNISSION EXP. JUNE 4,1992 BONDED TMRU GENERAL INS, UNDO d/po1nc1"/w&s-•sse.spr/pts Commission Exp: (SEAL) SCHEDULE •'ALIs. PAGE 5 a �r /'* James Sianos Shirley Sianos ADDRESS: 7031 Woodmont Way, Tamarac, Florida Unit 1 Building 14 JASMINE ON THE GREENS Signed and Sealed and de red in.the pce of: re n WITNESS VIE TN EfSS STATE OF PLO A COUNTY OF GRANTOR: S SI OS r SHIRLEY S OS I HEREBY CERTIFY that on this day, before me, an Officer duly authorized in the State aforesaid and in the County afore- said to take acknowledgments, personally appeared JAMES SIANOS & SHIRLEY SIANOS, his wife to me known to be the person described in and who executed the foregoing instrument and they acknowledged before me that they executed the same. WITNESS my hand and seal at , Broward County, Florida, thi day of 3,j,.990. O X P LIC Commission Exp : rmis"Di Y PUBLIC STATE OF FLORIDA NNISSION E%P. FEB 25,1991 D THRU 6ENERAL INS. UNO. d/poinctene/ribs-esse.apr/pls r9Y (1) k) ( SEAL) 4 0 V,CHEL$ rat# P= (0 0 f /8 GRANTORS: Brian Bell Dana M. Bell ADDRESS: 7.033.__Woodmont Way. 'TamaracFlorida Unit 2 Building„__L4 JASMINE ON THE GREENS Signed and Sealed and delivered in the presence of: > az 4 —Ij a WITNESS 11 w WITNESS STATE OF FL0RIDA COUNTY OF PALM_ IgCAC,�H 4, c) p .227 GRANTOR: Brian Bell y: ��r�: r1 wr~ • I 1 r - I HEREBY CERTIFY that on this day, before me, an Officer duly authorized in the State aforesaid and in the County afore- said to take acknowledgments, personally appeared Brian Bell & Dana M. Bell, his wife to me known to be the person described in and who executed the foregoing instrument and they acknowledged before me that they executed the same. WITNESS my hand and seal at eoinvi , PHv**mxd County, Florida, this �,�day of 1990. NOTARY PUBLId .. f Commission Exp: Notary Public - *ate of Florids at !arse .Ay Corrrnission Expires: d/poincfal—'04/PLa t At (Z) I'Al SgHEpULS 2Ave PAGE 7 r GRANTORS: Donna A. Buto 7035 Woodmont Way, Tamarac, Florida Unit 3 Building 14 JASMINE ON THE GREENS SigPed and Sealed and GRANTOR: de� vered in a presence of: 1 a -6 / 4;el� - L6� WITNESSA DONNA M. BUTO WITNESS STATE OF FLORIDA COUNTY OF I HEREBY CERTIFY that on this day, before me, an Officer duly authorized in the State aforesaid and in the County afore- said to take acknowledgments, personally appeared DONNA M. BUTO to me known to be the person described in and who executed the foregoing instrument and they acknowledged before me that they executed the same. WITNESS my hand and Beal a , Broward County, Florida, this Wday of ne, 1990. NOTARY PUBVC Commission Exp: NOTARYMy y ISSIO , STATE S. OW- 21,FLORID(SEAL) BONDED TNf4V NOT^R PPu.ua Dt WRIT[ s. . d/poinctens/w6s-ease.spr/pls tIfIV W 1°f 2- I ty a) w 2 4?C 2_ � r � o6-.2'2-7 0 Rona Karol ADDRESS: 7057 Woodmont Way, Tamarac,-23.6rida Unit 6 Building 15 JASMINE ON THE GREENS Signed and Sealed and GRANTO delivered in the presence of: WITNESS RONA KAROL WITNESS STATE OF FLORIDA COUNTY OF I HEREBY CERTIFY that on this day, before me, an Officer duly authorized in the State aforesaid and in the County afore- said to take acknowledgments, personally appeared RONA KAROL to me known to be the person described in and who executed the foregoing instrument and they acknowledged before me that they executed the same. WITNESS my hand and seal at Broward County, Florida, this nS of "n , 1990. OTARY PUBLIC Commission E 'NOTARY ausLtt STATE of FLORIDA(SEAi�) Nr CONN155ION EXP. JUNE �- BONDED 10pu GEIE44L IIa.4j p�2 d/po1mfana/As-ss9e.sNr/p1s jr-(4) W SCHEDULE "A ZAaE 2 e-rd GRANTORS: Eduardo Bertieri Sanchez Maria Clara Sanchez ADDRESS: ,7087 Woodmont _Way, Tamarac, Florida Unit 1 Building 16 JASMINE ON THE G ENS Signed a Sealed and G R: deliv in the presence of: W T S EDU 0 BERTIERI SANCH r M SS MA A CLARA SANCHEZ STATE OF FLORIDA COUNTY OF%��J I HEREBY CERTIFY that on this day, before me, an Officer duly authorized in the State aforesaid and in the County afore- said to take acknowledgments, personally appeared EDUARDO BERTIERI SANCHEZ 6 MARIA CLARA SANCHEZ, his wife to me known to be the person described in and who executed the foregoing instrument and they acknowledged before me that they executed the same. WITNESS my hand and seal at Broward County, Florida, this „AZ7 day of June, 1990. 1 NOTARY jagaVrC � Co]�pr3�ei:C�''�X�pciorlo� (X;�tI3S1&x EV. AZ- c3.1Sa.7 1 - � ppL�D T1�-II 6E�=c11� 1� • Yl:�. cy _d/potneisns/wts-esse.spr/p1f (SEAL) t , ICHEPSIX "o no / d 'P 4 /8 GRANTORS: Robert Drimmer Debra Goodwin ADDRESS: 7089 Woodmont Way, Tamar rida Unit, 2 -Building 1L -JASMINE ON THE GREENS Signed and Sealed and delivered in the presence of: 2e,Z4/_k &=e" WITNESS WITNESS STATE OF FIRRIDA COUNTY OF tgQ GRANTOR: I HEREBY CERTIFY that on this day, before me, an Officer duly authorized in the State aforesaid and in the County afore- said to take acknowledgments, personally appeared ROBERT DRIMMER & DEBRA GOODWIN to me known to be the person described in and who executed the foregoing instrument and they acknowledged before me that they executed the same. WITNESS my hand and seal at -7-d: ( A4-g " C Broward County, Florida, this - 'day of ;M 1990. Commission Exp: d/poinOow/mb-eese.epr/pls Ito (z) 0 Y PUBLIC NOTARY PUBLIC; STATE OF FLORIDA AT LAu.#E N.Y MM.MISSION EXPIRES JULY 01, 19M 6ONDED TN6L1 AGENT'S NOTARY 6R3XEAA0! SCREDULE ,"s ZAQFe I D-( / 8 GRANTORS: Gam M. Gordon ADDRESS: �. t 7091 Woodmon Way ,. Unit 3 Building 16 JASMINE ON THE GREENS Signed and Sealed and STATE OF FLORIZ2�2.. a7""', COUNTY OF GRANTOR: GARY GORDON I HEREBY CERTIFY that on this day, before me, an Officer duly authorized in the State aforesaid and in the County afore- said to take acknowledgments, personally appeared GARY M. GORDON to me known to be the person described in and who executed the foregoing instrument and they acknowledged before me that they executed the same. WITNESS my hand and seal at D , B;rewstd County, Florida, this -2- a f ewe, 9 NOW4..PUBLIC Commission E : xp " (SEAL) a d/poinciana/wts-ease.epr/pls `•a"••+�*� "OFFICIAL NOTARY SEAL" PATRICIA A. EZELL MY CeW- Elm. /(V 0)W) c 11CREDULE M!! , ZAa$ l2- gE 44 GRANTORS: MARTIN BRIAN DREXLER ADDRESS: 7093 Woodmont Way, Tamarac Florida Unit 4 Building 16 JASMINE ON THE GREENS Signe nqY Sealed and GRANTOR: deli v a in the presence of: I AAA W NES MARTIN BRIAN DREXLER WITNESS STATE OF FLORIDA COUNTY OF I HEREBY CERTIFY that on this day, before me, an Officer duly authorized in the State aforesaid and in the County afore- said to take acknowledgments, personally appeared MARTIN BRIAN DREXLER to me known to be the person described in and who executed the foregoing instrument and they acknowledged before me that they executed the same. WITNESS my hand and seal at , Broward County, Florida, this _J g day of June, 1990. hITA^.I 1111.1rL r;A-1: or Ft o Zi7A. V.I cCJ :.il� :Cf; F.k�i^�:: G,CT.?Z IS92. �'7C•JL`;;J T . .'7LJG UHGE R'.YRI":�R�, TARY PUBLIOr Commission Exp: (SEAL) d/poindwa/uts-esse.ear/pts y 91CIIEDULE ODA"Z PAM * / 3 0 4' 40 GRANTORS: Brian J. Brownstein Shari -Hope -Brownstein _ ADDRESS: 7095 Woodmont Way, Tamarac, Florida Unit 5 building 16 JASMINE ON THE GREENS Signed and Sealed and delivered in the presence of: n w Ess WITNESS STATE OF Fj4ORIDA COUNTY OF r- " GRANTOR: B �IAN J. BROWNSTEIN SHARI SHARI HOPE' BRgWNSTEIN - �70.a�? I HEREBY CERTIFY that on this day, before me, an Officer duly authorized in the State aforesaid and in the County afore- said to take acknowledgments, personally appeared BRIAN J. BROWNSTEIN & SHARI HOPE BROWNSTEIN, his wife to me known to be the person described in and who executed the foregoing instrument and they acknowledged before me that they executed the same. WITNESS my hand and seal at 356 Nh11/04-hTe(-rzce , Broward County, Florida, this 30 day of June, 1990. N270Y PUBL C6/ JRRMY ►1IIC; �TR CROkIDA AT LA,,_ (SEAL) f ^ MY ODMMtISSION EXPIRES AIRIL 2% 19" NONDED THRU ASHTON AGENCY, INC. d/poincts+r+I1/As-ease-epr/pls ' 1_ r SCHEDULE 2A1_� PAGE /'y a^F /f GRANTORS: David L. Greenberg ADDRESS: 7097 Woodmont Way, Tamarac, Florida Unit 6 Building 16 JASMINE ON THE GREENS Signed and Sealed and deliv red in a presence of: WITNESS 62 60342=� WITNES STATE OF FLORIDA COUNTY OF L3rowa real I HEREBY CERTIFY that on this day, before me, an Officer duly authorized in the State aforesaid and in the county afore- said to take acknowledgments, personally appeared DAVID L. GREENBERG to me known to be the person described in and who executed the foregoing instrument and they acknowledged before me that they executed the same. WITNESS my hand and seal at Sun $unK I S r1a IJ. A , Broward County, Florida, this _ I L�61k day of -June, 1990. NOTARY PUBLIC Com NOTARYiPUBLI STATE OF FLORIDA (SEAL) MY COMMISSION EXP. MAY 18,1993 BONKS THRU GENERAL INS. UND. d/po1nctma/was-eas*.apr/pls 14 CGS w 14(6).5 SCHEDULE "A". PAGE /37- a'r /* GRANTORS: Sandy L. Becker Jeri S. Becker ADDRESS: 7115 Woodmont Way, Tamarac, Florida Unit 1 Building 16 JASMINE ON THE GREENS Signed and Sealed and delivered in the presence of: WIT ss i ITNESS STATE OF FLORIDA COUNTY OF GRANTO SANDY L. BECKER qt4�_ Z 6;1ERI . BECKER I HEREBY CERTIFY that on this day, before me, an Officer duly authorized in the State aforesaid and in the County afore- said to take acknowledgments, personally appeared SANDY L. BECKER & JERI S. BECKER, his wife to me known to be the person described in and who executed the foregoing instrument and they acknowledged before me that they executed the same. WITNESS my hand and sea at , Broward County, Florida, this day of 1990. NOT Y PUBLIC Commission 9 rqrjWD OTARY PUILIC STATE OF FLORIDA N COIMISSION EXP. AUG. 7,1993 d/Poinctens/was-ers THE GENERAL M. M. IS(/) w • (SEAL) C7 GRANTORS: Frances M. Rand ADDRESS: 7127 Woodmont Way, Tamarac, Florida Unit 7 Building 18 JASMINE ON THE GREENS Signed and Sealed and delivered in the Presence of: WITNESS WITNESS STATE OF FL941DA COUNTY OF wr rki21 Z4 §[•),� FRANCES M. RAND -g _ 9 0,.2o2 i r I HEREBY CERTIFY that on this day, before me, an Officer duly authorized in the State aforesaid and in the County afore- said to take acknowledgments, personally appeared FRANCES M. RAND, a married woman to me known to be the person described in and who executed the foregoing instrument and they acknowledged before me that they executed the same. WITNESS my hand and seal A&j&rZ vF Broward County, Florida, this une, 1990. A, NOTARY PUBLIC STATE OF FLORIDA NOT Y PU L +. MY COMMISSION EXP. APR. 3,1'2P3 F BONDED THRU GENERAL INS. U?:i. ' Commission Exp: (SEAL) d/poinct&WAs-ease.avr/pls, /80) W QCHEDULE nA!1, nu / 7 0-( / g GRANTORS: Jay M. Siggins Donna L. Siggins ADDRESS: 7129 Woodmont Way, Tamarac, Florida Unit S Building 18 JASMINE ON THE GREENS Signed and Sealed and delivered in the presen a of: WITNESS WITNESS STATE OF FLQRIDA COUNTY OF 13 GRANTOR: I HEREBY CERTIFY that on this day, before me, an Officer duly authorized in the State aforesaid and in the County afore- said to take acknowledgments, personally appeared JAY M. SIGGINS & DONNA L. SIGGINS, his wife to me known to be the person described in and who executed the foregoing instrument and they acknowledged before me that they executed the same. WITNESS my hand and seal at Broward County, Florida, this Z ay of no, 199 OTARY PUBLIC _ TCTIFY TVPT If -STATE OC F1Or, I8A AT LARGE, (SEAL) - Commission Expprcrcr•r«.lohExP:kEswT.Olt 199T 60EVEr TV-',L' I.CE4T'S NOTARY RRDIEBP'tot d/poind wo/was-esse.spr/pls �, SCHEDII&E I'A'S.r. PA91 Cl* 8 GRANTORS: Hank Greenberg Renee Greenberg ADDRESS: 7137 Woodmont Way, Tamarac, Florida Unit 4 Building 19 JASMINE ON THE GREENS Signed and Sealed and delpivere,4 i t e presence of: WITH SS WITNESM STATE OF F16kRIDA COUNTY OF o nti GRANTOR: �— Z,,��iANIK G BERG _ICJ RE GREENBERG I HEREBY CERTIFY that on this day, before me, an Officer duly authorized in the State aforesaid and in the County afore- said to take acknowledgments, personally appeared HANK GREENBERG & RENEE GREENBERG, his wife to me known to be the person described in and who executed the foregoing instrument and they acknowledged before me that they executed the same. WITNESS my hand and seal at 1 ► 2 Broward County, Florida, this da of 1990. G I Y day.of Mwh NOTARY PUBLIC Commission Exp: , . - . -4 ' (SEAL) fiOTARY PUBLIC STATE OF FLORIDA ' 'MY COMMISSION EXP. AUG. 7,1993 d/poirrc1&m/w9s-ease.epr/pls�NDED THRU GENERAL INS. UNA. Ij (it) W cyff1 317- "a" K _(10-,P.ZaL ?4y e , a� 3 0 DESCRIPTION: (PURCHASE PROPERTY) A PORTION OF PARCEL 2 AND PARCEL 30 CYPRESS AT WOODMONT III, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 107, PAGE 4, OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID PARCEL 3; THENCE NORTH 00058,10" EAST, A DISTANCE OF 175.00 FEET; THENCE NORTH--9.4°13'3Oft EAST, A DISTANCE OF 825.41 FEET, THE LAST TWO (2) DESCRIBED COURSES BEING COINCIDENT WITH THE EASTERLY BOUNDARY OF SAID PARCEL 3 AND THE WESTERLY BOUNDARY OF LAND SECTION IV GOLF COURSE PLAT, AS RECORDED IN PLAT BOOK 88, PAGE 20, OF THE PUBLIC RECORDS OF BROWARD COUNTT, FLORIDA; THENCE SOUTH 77054'55" WEST, ALONG THE NORTH LINE OF SAID PARCEL 3 AND ALONG THE SOUTHERLY RIGHT—OF—WAY OF THAT CERTAIN 100 FOOT CANAL RECORDED IN OFFICIAL RECORDS BOOK 6480, PAGE 688, OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA, A DISTANCE OF 488.66 FEET; THENCE SOUTH 10020141" WEST, ALONG THE WESTERLY BOUNDARY OF SAID PARCEL 3,A DISTANCE OF 336.32 FEET; THENCE SOUTH 65'28122" WEST, ALONG A PORTION OF THE NORTHERLY BOUNDARY OF SAID PARCEL 2, A DISTANCE OF 330.00 FEET; THENCE NORTH 20045138" WEST, ALONG A PORTION OF THE EASTERLY BOUNDARY OF SAID PARCEL 2, A DISTANCE OF 423.77 FEET, THE LAST THREE (3) COURSES ALSO BEING COINCIDENT WITH THE EASTERLY, SOUTHERLY AND WESTERLY BOUNDARY OF SAID LAND SECTION IV GOLF COURSE PLAT; THENCE SOUTH 69'14'22" WEST, A DISTANCE OF 125.78 FEET; THENCE SOUTH 89*29104" WEST, A DISTANCE OF 83.18 FEET; THENCE NORTH 5013'20" EAST, A DISTANCE OF ' 7.01 FEET; THENCE SOUTH 70051'29" WEST, A DISTANCE OF 90.11 FEET TO A POINT, SAID POINT BEARING NORTH 63053'46" EAST, FROM THE RADIUS POINT OF THE FOLLOWING DESCRIBED CURVE; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, HAVING A RADIUS OF 2453.00 FEET, A CENTRAL ANGLE OF 17'39105" AND AN ARC DISTANCE. OF 755.71 FEET TO A POINT OF REVERSE CURVATURE OF A CIRCULAR CURVE, CONCAVE NORTHEASTERLY, THE LAST DESCRIBED CURVE, BEING FURTHER DESCRIBED AS BEING THE EASTERLY RIGHT—OF—WAY OF NORTHWEST 88TH AVENUE; THENCE SOUTHERLY AND EASTERLY ALONG THE ARC OF SAID CURVE, HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE OF 80*34141" AND AN ARC DISTANCE OF 35.16 FEET TO THE POINT OF TANGENCY; THENCE SOUTH 89*01150" EAST, ALONG THE SOUTH LINE OF PARCELS 2 AND 3 AND THE NORTH RIGHT—OF—WAY OF NORTHWEST 70TH STREET, A DISTANCE OF 962.41 FEET TO THE POINT OF BEGINNING. LESS AND EXCEPT: THAT CERTAIN PUBLIC RIGHT—OF—WAY (CUL DE SAC) LYING BETWEEN PARCELS 2 AND 3, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID PARCEL 3; THENCE NORTH 89'01150" WEST, ALONG THE SOUTH LINE OF SAID PARCEL 3, A DISTANCE OF 240.00 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE NORTH 89'01'50" WEST, ALONG THE NORTH RIGHT—OF—WAY OF NORTHWEST 70TH AVENUE, A DISTANCE OF 140.00 FEET; THENCE NORTH 45*58110" EAST, A DISTANCE OF 63.64 FEET, TO A POINT, SAID POINT BEARING SOUTH 89°01150" EAST, FROM THE RADIUS POINT OF THE FOLLOWING DESCRIBED CURVE; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE,' HAVING A RADIUS OF 45.00 FEET, A CENTRAL ANGLE OF 39'42155" AND AN ARC DISTANCE OF 31.19 FEET TO A POINT OF REVERSE CURVATURE OF A CIRCULAR CURVE, CONCAVE SOUTHERLY; THENCE NORTHWESTERLY, NORTHEASTERLY, EASTERLY, SOUTHEASTERLY AND SOUTHWESTERLY ALONG THE ARC OF SAID CURVE, HAVING A RADIUS OF 46.00 FEET, A CENTRAL ANGLE OF 259'25949" AND AN ARC DISTANCE OF 208.28 FEET TO A POINT OF REVERSE CURVATURE.OF A CIRCULAR CURVE, CONCAVE SOUTHEASTERLY; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE, HAVING A RADIUS OF 45.00 FEET, A CENTRAL ANGLE OF 39'42955" AND AN ARC DISTANCE OF 31.19 FEET; THENCE SOUTH 44001'50" EAST, A DISTANCE OF 63.64 FEET TO THE POINT OF BEGINNING. SAID LANDS SITUATE, LYING AND BEING IN THE CITY OF TAMARAC, BROWARD oca FX y t a /T A 751tcr .2 C, 3 COUNTY, FLORIDA, CONTAINING 18.472 ACRES, MORE OR LESS. CERTIFICATE: I HEREBY CERTIFY THAT THIS DESCRIPTION AND SKETCH CONFORMS TO (CHAPTER 21HH-6.06(1), MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING IN THE STATE OF FLORIDA AS ADOPTED BY THE DEPARTMENT OF PROFESSIONAL REGULATION, BOARD OF LAND SURVEYORS, IN SEPTEMBER 1981, AND IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. �183E IS T H IS NOT VALID UNLESS tT A. ORI f R AND DATE / UR R' DENNIS M. BEALE REGISTERED LAND SURVEYOR N0. 3606 STATE OF FLORIDA �X H� Q 1T Z aF3 2 CRAVEN ,THOMPSON & ASSOCIATES INC. ARCHIiECYS • ENGINEERS • PLANNERS • SURVEYORS %a 02a -%01 N W. 31 AVENUE . FORT LALKXRDALE r FLOFUDA 33309 . (305) 971.7770 OFFICES: FOOT LAUDEODALE, WEST PALM SEACM, ORLAr DO — 9/7 LIOT E Pam- y c 3 a'� 3 r TM1S a 1.0 A SKETCH OF a1/OVrLT." ip.11 a paahc errocteb. Of fh. i.ar4rnlrr Fob t ����� fQ�r *boom %are. v%sto Mn K..• wK IMU *ark, .IKrM� I oke •-babe *MOO", . Ar R 1 G moo.moM. 061 In i/Mggllo• web am 00696061196 of M rtwo,stsom •M,• Mrr.a. ii SCALE 1 /`'-/Sd 4 o v l -S�Tts� TIC .4C��l�ANY O�SC,eif'riati/ ��/.PG•i/.4SE �.Ca��•eTY '� 7�p7od ` •L�yoyrg :� 2F• 06 DATED: 8~BS UPDATES Ord/or REVISIONS , DATE JOB NO,,,�1.¢O32¢ DRAWN OY 1 Q.Q `mod'"w7�vr�j�® 'yOr'_!b'Ypr �7 �S viryj W hj. avSL / J `i a A%�� W I to _ ' \1 5o/s.Zo 9r �4 a'Sf Z 4 J f53 O� W A <Nt nl• `. PWX r3 ofAs6= BY CKb NQTE The u ndorsi{) wd and CRAVEN •THOW'50N B ASSCOATES, INC_ 1"Okc na retxetentplvns or puoranteas as to IN infcrmdc n reflected hereor: partaiynD to eowrnla+tss.rig nts-Of-may.set boa &.,n,reserr0iarn,a0reemerr% Wool"- timior mDtlrs, and ftrttter. Shia inaltlrnent is not intended to railed Cr set falh all such metiers, Such informotron rno.dd be obtained and aonfr-W by Others throng► opprom to tine vertlfrcation N T Lads aftomm hweon were not abstracted la fVM -Of "my and /a easements of record CRAVEN •TNOMPSON BASSOCANC, COPYRIGHT 0 CHECKED by 1 F, 6 CODE t % FILE NO No Text DESCRIPTION: (15.00 FOOT WATERLINE EASEMENT) A PORTION OF PARCELS 2 AND 3, CYPRESS AT W OODMONT III, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 107, PAGE 4, OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA, BEING A STRIP OF LAND 15.00 FEET IN WIDTH LYING 7.50 FEET ON EACH SIDE OF, AS MEASURED AT RIGHT ANGLES TO THE FOLLOWING DESCRIBED CENTERLINES: COMMENCING AT THE SQUTHEAST CORNER OF SAID PARCEL 3; THENCE NORTH 89°01'50" WEST, ALONG THE SOUTH LINE OF PARCEL 3, A DISTANCE OF 383.98 FEET; THENCE NORTH 00'58'10" EAST, A DISTANCE OF 20.00 FEET TO THE POINT OF BEGINNING OF THE FOLLOWING DESCRIBED CENTERLINE; THENCE NORTH 12644'23" EAST, A DISTANCE OF 135.21 FEET; THENCE NORTH 58040'47" EAST, A DISTANCE OF 6.20 FEET; THENCE SOUTH 31019'14" EAST, A DISTANCE OF 15.50 FEET TO A POINT, SAID POINT HEREINAFTER TO BE KNOWN AS POINT "A"; THENCE SOUTH 32'50'54" EAST, TO A POINT ON THE NORTH4 ESTERLY RIGHT-OF-WAY LINE OF THAT CERTAIN CUL-DE-SAC ABUTTING N.W. 70TH STREET AS SHOWN ON SAID PLAT "CYPRESS AT WOODMONT III", A DISTANCE OF 5.37 FEET TO THE POINT OF TERMINATION OF THIS DESCRIBED CENTERLINE; THENCE SOUTH 68*08132" EAST, TO A POINT ON THE NORTHEASTERLY RIGHT-OF-WAY LINE Of SAID CUL-DE-SAC ABUTTING N.W. 70TH STREET, A DISTANCE OF 80.79 FEET TO THE POINT OF BEGINNING OF THE FOLLOWING DESCRIBED CENTERLINE; THENCE NORTH 53'34154" EAST, A DISTANCE OF 99.40 FEET TO A POINT, -SAID POINT HEREINAFTER TO BE KNOWN AS POINT "C"; THENCE CONTINUE NORTH 53034*54" EAST, A DISTANCE OF 6.50 FEET; THENCE NORTH 34057'40" WEST, A DISTANCE OF 17.53 FEET TO A POINT, SAID POINT HEREINAFTER TO BE KNOWN AS POINT "D"; THENCE CONTINUE NORTH 34057140" WEST, A DISTANCE OF 26.88 FEET TO A POINT, SAID POINT HEREINAFTER TO BE KNOWN AS POINT "E"; THENCE CONTINUE NORTH 34057'40" WEST, A DISTANCE OF 124.49 FEET TO A POINT, SAID POINT HEREINAFTER TO BE KNOWN AS POINT "F"; THENCE CONTINUE, NORTH 34057'40" WEST, A DISTANCE OF 58.00 FEET TO A POINT, SAID POINT HEREINAFTER TO BE KNOWN AS POINT "G"; THENCE CONTINUE NORTH 34057'40" 4'EST, A DISTANCE OF 6.00 FEET; THENCE NORTH 55002'21" EAST, A DISTANCE OF 6.09 FEET TO A POINT, SAID POINT HEREINAFTER TO BE KNOWN AS POINT "H"; THENCE NORTH 54012'25" EAST, A DISTANCE OF 162.39 FEET TO A POINT, SAID POINT HEREINAFTER TO BE KNOWN AS POINT "I THENCE NORTH 53'15'09" EAST, A DISTANCE OF 13.94 FEET; THENCE NORTH 10000'08" EAST, A DISTANCE OF 36.36 FEET TO A POINT, SAID POINT HEREINAFTER TO BE KNOWN AS POINT "J"; THE14CE NORTH 11'09'06" EAST, A DISTANCE OF 6.28 FEET TO A .POINT, SAID P01NT HEREINAFTER TO BE K NOrAN AS POINT "K THENCE NORTH 08048106" EAST, A DISTANCE OF 15.79 FEET TO A POINT, SAID POINT HEREINAFTER TO BE KNOWN AS PoINT "L"; THENCE NORTH 10935'13" EAST, A DISTANCE OF 217.78 FEET TO A POINT, SAID POINT HEREINAFTER TO BE KNOWN AS POINT "M"; THENCE NORTH 12'33'43" FAST, A DISTANCE OF 10.14 FEET TO A POINT, SAID POINT HEREINAFTER TO BE KNOWN AS POINT "N"; THENCE NORTH 11'17114" EAST, A DISTANCE OF 66.32 FEET TO A POINT, SAID POINT HEREINAFTER TO BE KNOWN AS POINT "0"; THENCE. NORTH 06052'12" EAST, A DISTANCE OF 4.06 FEET; THENCE NORTH 83°14'34" WEST, A DISTANCE OF 36.70 FEET; THENCE SOUTH 75'01'16" WEST, A DISTANCE OF 62.05 FEET TO A POINT, SAID POINT HEREINAFTER TO BE KNOWN AS POINT "P"; THENCE SOUTH 78032'21" WEST, A DISTANCE OF 37.47 FEET TO A POINT, SAID POINT HEREINAFTER TO BE KNOWN AS POINT "Q"; THENCE SOUTH 75'41'14" WEST, A DISTANCE OF 7.00 FEET TO A POINT, SAID POINT HEREINAFTER TO BE KNOWN AS POINT "R"; THENCE CONTINUE SOUTH 75041'14" WEST, A DISTANCE OF 77.55 FEET TO A POINT, SAIn POINT HEREINAFTER TO BE KNOWN AS POINT "S"; THENCE SOUTH 72'05'04" WEST, A DISTANCE OF 19.53 FEET; THENCE SOUTH 12'57'52" WEST, A DISTANCE OF 97.75 FEET TO A POINT, SAID POINT HEREINAFTER TO BE KNOWN AS POINT "T"; THENCE SOUTH 24019'11" WEST, A DISTANCE OF 1.32 FEET; THENCE SOUTH 69051'39'* EART, A DISTANCE OF 120.17 FEET; THENCC SOUTH 26018'20" WEST. A DISTANCE OF 166.24 FEET TO A POINT, SAID POINT HEREINAFTFP TO BE KNW N AS POINT "U"; THENCE SOUTH 37°35'13" WIEST, A DISTANCE OF 5.99 FEET; THENCE SOUTH 52'44108" WEST, A DISTANCE OF 47.80 SHEET 1 OF 28 SHEETS f g d r L��►gi-r �-1 FEET TO A POINT, SAID POINT HEREINAFTER TO BE KNOWN AS POINT "V"; THENCE SOUTH 56039'49" WEST, A DISTANCE OF 9.30 FEET; SOUTH 39°11142" EAST, A DISTANCE OF 21.19 FEET TO A POINT, SAID POINT HEREINAFTER TO BE KNOWN AS POINT "W"; THENCE SOUTH 34°03'49" EAST, A DISTANCE OF 79.41 FEET TO SAID POINT "H", SAID POINT ALSO BEING THE POINT OF TERMINATION OF THIS DESCRIBED CENTERLINE. TOGETHER WITH: BEGINNING AT THE AFORESAID. POINT "G", THENCE SOUTH 53*31143" WEST, A DISTANCE OF 47.21 FEET; THENCE SOH 73°33'31" WEST, A DISTANCE OFT HE UTNCE .64 FEET; THENCE SOUTH 84°03 28" WEST, A DISTANCE OF 16.45 FEE ; POINT NORTH 57*37130" WEST, A DISTANCE OF 7.00 FEET TO A POINT, HEREINAFTER TO BE KNOUN AS POINT "X"; THENCE NORTH 58*17133" VEST, A 60.77 DISTANCE OF 90.90 FEET; THENCE SOUTH 59°40104" WEST, A bYOF THENCE FEET TO A POINT, SAID POINT HEREINAFTER TO BE KNOWN AS POINNTT ""Y"..' THENCE NORTH 50005141" WEST, A DISTANCE OF 113.10 FEET; THENCE SOUTH 31005'19" WEST, A DISTANCE OF 113.70 FEET; THENCE SOUTH 04020149" EAST, A DISTANCE OF 41.19 FEET; THENCE SOUTH 07°47'22" WEST, A DISTANCE OF 198.00 FEET; NORTH 82°26'22" WEST, A DISTANCE OF 189.70 FEET TO ATPOINT,HENCE SAID PAINT CONTINUE HEREINAFTER TO BE KNOWN AS POINT "AA"; NORTH 82026'22" WEST, A DISTANCE OF 69.79 FEET TO A POINT ON THE EASTERLY LINE OF A 20.00 FOOT DRAINAGE, UTILITY ATIWOODMONT III"VESAIDLAR POINTCCESS ALSD BEINGMTHE AS SHOWN ON SAID PLAT "CYPRESS POINT OF TERMINATION OF THIS DESCRIBED CENTERLINE. TOGETHER WITH: BEGINNING AT THE AFORESAID POINT "A"; THENCE NORTH 58*40146" EAST, A DISTANCE OF 17.10 FEET TO THE POINT OF TERMINATION OF THIS DESCRIBED CENTERLINE. TOGETHER WITH: BEGINNING AT THE AFORESAID POINT "C"; THENCE SOUTH 34057122" EAST, A DISTANCE OF 34.66 FEET TO A POINT, SAID POINT HEREINAFTER TO BE KNOWN AS POINT "HH"; THENCE NORTH 55°02'38" EAST, A DISTANCE OF 13.50 FEET TO THE. POINT OF TERMINATION OF THIS DESCRIBED CENTERLINE. TOGETHER WITH: WEST, A BEGINNING AT THE AFORFEETD TOOITHE NT •'POINT OFETERMINATIONSOUTH 5OF0THIS"DESCRIBED DISTANCE OF 12.30 CENTERLINE. TOGETHER WITH: BEGINNING AT THE AFORESAID POINT "D"; THENCE NORTH 58°00'23" EAST, A DISTANCE OF 125.27 FEET TO THE POINT OF TERMINATION OF THIS DESCRIBED CENTERLINE - TOGETHER WITH: BEGINNING AT THE AFORESAID POINT "E"; THENCE NORTH 55°02'20" EAST, A DISTANCE OF 11.50 FEET TO THE POINT OF TERMINATION OF THIS DESCRIBED CENTERLINE. TOGETHER VITH: BEGINNING AT THE AFORESAID POINT "F"; THENCE NORTH 55002'20" EAST, A DISTANCE OF- 17.50 FEET TO THE POINT OF TERMINATION OF THIS DESCRIBED CENTERLINE w SHEET 2 OF 28 SHEETS TOGETHER WITH: BEGINNING AT THE AFORESAID POINT "I"; THENCE SOUTH 34°07'47" EAST, A DISTANCE OF 15.86 FEET; THENCE NORTH 55052'13" EAST, A DISTANCE OF 12.20 FEET TO THE POINT OF TERMINATION OF THIS DESCRIBED CENTERLINE. TOGETHER WITH: BEGINNING AT THE AFORESAID POINT "J"; THENCE NORTH 76*25137" WEST, A DISTANCE OF 36.41 FEET; THENCE NORTH 13°34'23" EAST, A DISTANCE OF 11.80 FEET TO THE POINT OF TERMINATION OF THIS DESCRIBED CENTERLINE. TOGETHER WITH: BEGINNING AT THE AFORESAID POINT "K"; THENCE SOUTH 78*50143" EAST, A DISTANCE OF 23.06 FEET TO THE POINT OF TERMINATION OF THIS DESCRIBED CENTERLINE. TOGETHER WITH: BEGINNING AT THE AFORESAID POINT "L"; THENCE SOUTH 79*39111" EAST, A DISTANCE OF 19.82 FEET TO THE POINT OF TERMINATION OF THIS DESCRIBED CENTERLINE. TOGETHER WITH: BEGINNING AT THE AFORESAID POINT "M"; THENCE SOUTH 79*20*55" EAST, A DISTANCE OF 19.23 FEET TO THE POINT OF TERMINATION OF THIS DESCRIBED CENTERLINE. TOGETHER WITH: BEGINNING AT THE AFORESAID POINT "N"; THENCE SOUTH 81°10107" EAST, A DISTANCE OF 28.84 FEET TO THE POINT OF TERMINATION OF THIS DESCRIBED CENTERLINE. TOGETHER WITH: BEGINNING AT THE AFORESAID POINT "0"; THENCE SOUTH 78042046" EAST, A DISTANCE OF 4.00 FEET, THENCE NORTH 16°42127" EAST, A DISTANCE OF 13.20 FEET; THENCE: SOUTH 73°17'33" EAST, A DISTANCE OF 15.70 FEET TO THE POINT OF TERMINATION OF THIS DESCRIBED CENTERLINE. - TOGETHER WITH: BEGINNING AT THE AFORESAID POINT "P THENCE NORTH 13*19113" WEST, A DISTANCE OF 35.13 FEET; THENCE SOUTH 76°40047" WEST, A DISTANCE OF 18.90 FEET TO THE POINT OF TERMINATION OF THIS DESCRIBED CENTERLINE. TOGETHER WITH: BEGINNING AT THE AFORESAID POINT "Q"; THENCE SOUTH 08°05'27" EAST, A DISTANCE OF 30.75 FEET TO THE POINT OF TERMINATION OF THIS DESCRIBED CENTERLINE. TOGETHER WITH: BEGINNING AT THE AFORESAID POINT "R"; THENCE NORTH 14°18'46" WEST, A DISTANCE OF 41.50 FEET TO THE POINT OF TERMINATION OF THIS DESCRIBED CENTERLINE. TOGETHER WITH: BEGINNING AT THE AFORSAID POINT "S"; THENCE NORTH 17°54'56" WEST, A DISTANCE OF 47.56 FEET TO THE POINT OF TERMINATION OF THIS DESCRIBED CENTERLINE. SHEET 3 OF 28 SHEETS EXHI arT �- I TOGETHER WITH: BEGINNING AT THE AFORESAID POINT "T"; THENCE NORTH 64*26138" WEST, A DISTANCE OF 16.30 FEET TO THE POINT OF TERMINATION OF THIS DESCRIBED CENTERLINE. TOGETHER WITH: BEGINNING AT THE AFORESAID POINT "U"; THENCE NORTH 68*14140" WEST, A DISTANCE OF 15.22 FEET TO THE POINT OF TERMINATION OF THIS DESCRIBED CENTERLINE. TOGETHER WITH: BEGINNING AT THE AFORESAID POINT "V"; THENCE SOUTH 38033'46" EAST, A DISTANCE OF 36.13 FEET TO THE POINT OF TERMINATION OF THIS DESCRIBED CENTERLINE. TOGETHER WITH: BEGINNING AT THE AFORESAID POINT "W"; THENCE SOUTH 53*35153" WEST, A DISTANCE OF 68.76 FEET TO THE POINT OF TERMINATION OF THIS DESCRIBED CENTERLINE. TOGETHER WITH: BEGINNING AT THE AFORESAID POINT "X"; THENCE SOUTH 33*44100" WEST, A DISTANCE OF 30.73 FEET; THENCE SOUTH 36.37'49" EAST, A DISTANCE OF 79.30 FEET , TO A POINT, SAID POINT HEREINAFTER TO BE KNOWN AS POINT "GG"; THENCE SOUTH 31044140" EAST, A DISTANCE OF 82.02 FEET TO THE POINT OF TERMINATION OF THIS DESCRIBED CENTERLINC. TOGETHER WITH: BEGINNING AT THE AFORESAID POINT "GG"; THENCE SOUTH 53°22'11" WEST, A DISTANCE OF 22.50 FEET TO THE POINT OF TERMINATION OF THIS DESCRIBED CENTERLINE. TOGETHER WITH: BEGINNING AT THE AFORESAID POINT "Y"; THENCE SOUTH 36046113" EAST, A DISTANCE OF 24.20 FEET; THENCE SOUTH 31°05'19" WEST. A DISTANCE OF 114.68 FEET; THENCE NORTH 82°47'37" WEST, A DISTANCE OF 46.09 FEET TO A POINT, SAID POINT HEREINAFTER TO BE KNOWN AS POINT "Z"; THENCE NORTH 81044140" WEST, A DISTANCE OF 57.64 FEET TO THE POINT OF TERMINATION OF THIS DESCRIBED CENTERLINE. TOGETHER WITH: BEGINNING AT THE AFORESAID POINT "Z"; THENCE NORTH 07°22'23" EAST, A DISTANCE OF 13.50 FEET TO THE POINT OF TERMINATION OF THIS DESCRIBED CENTERLINE. TOGETHER WITH: BEGINNING AT THE AFORESAID POINT "AA"; THENCE SOUTH 07°33138" WEST, A DISTANCE OF 14.20 FEET TO THE POINT OF TERMINATION OF THIS DESCRIBED CENTERLINE. TOGETHER WITH: COMMENCING AT THE NORTHERLY MOST SOUTHWEST CORNER OF SAID PARCEL 2, SAID POINT BEING FURTHER 6rSCRIBED AS A POINT ON THE EAST RIGHT -OF --WAX LINE OF N.W. 88TH AVE., SAID POINT BEARING NORTH 81.32'51" EAST FROM THE RADIUS POINT OF THE NEXT HEREIN DESCRIBED CURVE; THENCE NORTHWESTERLY ALONG THE SHEET 4 OF 28 SHEETS ARC OF SAID CURVE, HAVING A RADIUS OF 2453.00 FEET, A CENTRAL ANGLE OF 04019103" AND AN ARC DISTANCE OF 184.85 FEET TO A POINT, SAID POINT HEREINAFTER TO BE KNOWN AS POINT "BB"; THENCE NORTH 79°29'00" EAST, ALONG A LINE NOT RADIAL TO THE LAST DESCRIBED CURVE, A DISTANCE OF 20.02 FEET TO THE POINT OF BEGINNING OF THIS DESCRIBED CENTERLINE, SAID POINT BEING ON THE EASTERLY LINE OF THAT CERTAIN 20.00 FOOT DRAINAGE, UTILITY AND NON -VEHICULAR ACCESS EASEMENT AS SHOWN ON THE SAID PLAT OF CYPRESS AT WOODMONT III; THENCE CONTINUE NORTH 79°29'00" EAST, ALONG THE LAST DESCRIBED COURSE, A DISTANCE OF 20.18 FEET; THENCE NORTH 54.50'58" EAST, A DISTANCE OF 165.30 FEET TO A POINT, SAID POINT HEREINAFTER TO BE KNOWN AS POINT "CC"; THENCE NORTH 35609102" WEST, A DISTANCE OF 90.00 FEET; THENCE NORTH 27°51'21" EAST, A DISTANCE OF 10.02 FEET TO A POINT, SAID POINT HEREINAFTER TO BE KNOWN AS POINT "DD"; THENCE NORTH 27051'18" EAST, A DISTANCE OF 43.50 FEET; THENCE NORTH 20*45138" WEST, A DISTANCE OF 62.80 FEET TO A POINT, SAID POINT HEREINAFTER TO BE KNOWN AS POINT "EE"; THENCE SOUTH 72°13'44" WEST, A DISTANCE OF 176.44 FEET TO THE POINT OF TERMINATION OF THIS DESCRIBED CENTERLINE, SAID POINT BEING ON THE EASTERLY LINE OF THAT CERTAIN 20.00 FOOT DRAINGE, UTILITY AND NON -VEHICULAR ACCESS EASEMENT AS SHOWN ON THE SAID PLAT OF CYPRESS AT WOODMONT III; TOGETHER WITH: BEGINNING AT THE AFORESAID POINT "CC"; THENCE SOUTH 35°09902" EAST, A DISTANCE OF 40.40 FEET TO THE POINT OF TERMINATION OF THIS DESCRIBED CENTERLINE. TOGETHER WITH: BEGINNING AT THE AFORESAID POINT "DD"; THENCE NORTH 62°08'41" WEST, A DISTANCE OF 41.30 FEET TO THE POINT OF TERMINATION OF THIS DESCRIBED CENTERLINE. TOGETHER WITH: BEGINNING AT THE AFORESAID POINT "EE"; THENCE NORTH 20045138" WEST, A DISTANCE OF 65.00 FEET TO THE POINT OF TERMINATION OF THIS DESCRIBED CENTERLINE. TOGETHER WITH: COMMENCING AT THE AFORESAID POINT "BB"; SAID POINT BEARING NORTH 77°13'48" EAST FROM THE RADIUS POINT OF THE NEXT HEREIN DESCRIBED CURVE; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE, HAVING A RADIUS OF 2453.00 FEET, A CENTRAL ANGLE OF 09022146", AND AN ARC DISTANCE OF 401.55 FEET; THENCE NORTH 74013'36" EAST, ALONG A LINE NOT RADIAL TO THE LAST DESCRIBED CURVE, A DISTANCE OF 20.12 FEET TO THE POINT OF BEGINNING OF THE FOLLOWING DESCRIBED CENTERLINE, SAID POINT BEING ON THE EASTERLY LINE OF THAT CERTAIN 20.00 FOOT DRAINAGE, UTILITY AND NON -VEHICULAR ACCESS EASEMENT AS SHOW N ON THE SAID PLAT OF CYPRESS AT WOODMONT III; THENCE CONTINUE NORTH 74013'36" EAST, A DISTANCE OF 54.80 FEET; THENCE NORTH 59036'42" EAST, A DISTANCE OF 4.00 FEET TO A POINT, SAID POINT HEREINAFTER TO BE KNOWN AS POINT "FF"; THENCE CONTINUE NORTH 59036'42" EAST, A DISTANCE OF 96.40 FEET; THENCE NORTH 05003*39" EAST, A DISTANCE OF 45.60 FEET; THENCE NORTH 21016'20"'WEST, A DISTANCE OF 70.00 FEET TO THE POINT OF TERMINATION OF THIS DESCRIBED CENTERLINE. TOGETHER WITH: BEGINNING AT THE AFDRSAID POINT "FF"; THENCE NORTH 300231118" WEST, A DISTANCE OF 13.20 FEET TO THE POINT OF TERMINATION OF THIS DESCRIBED CENTERLINE. SHEET 5 OF 28 SHEETS At - TOGETHER WITH: COMMENCING AT THE AFORESAID POINT "FF"; THENCE NORTH 59°36142" EAST, A DISTANCE OF 96.40 FEET; THENCE NORTH 05°03'39" EAST, A DISTANCE OF 45.60 FEET; THENCE NORTH 21°16'20" WEST, A DISTANCE OF 40.02 FEET, THE LAST THREE (3) COURSES AND DISTANCES BEING ALONG THE CENTERLINE OF A PROPOSED 15.00 FOOT WATERLINE EASEMENT; THENCE NORTH 68°43'40" EAST, A DISTANCE OF 7.50 FEET TO THE POINT OF BEGINNING OF THE FOLLOWING DESCRIPTION; THENCE CONTINUE NORTH 68°43140" EAST, TO A POINT ON THE WEST BUILDING ENVELOPE LINE OF BUILDING ONE AS SHOWN ON SKETCH AND.DESCRIPTION, PREPARED BY CONSUL -TECH ENGINEERING, INC., JOB NO- 85-0930, DATED 7 31 87, REVISED 9 30 87, A DISTANCE OF 2.82 FEET; THENCE SOUTH 20°45'38" EAST, ALONG SAID BUILDING ENVELOPE LINE, A DISTANCE OF 71.09 FEET TO THE SOUTHWEST CORNER OF SAID BUILDING ENVELOPE OF BUILDING ONE; THENCE SOUTH 68024'03" WEST, A DISTANCE OF 2.19 FEET; THENCE NORTH 21016120" WEST, ALONG A LINE PARALLEL WITH AND 7.50 FEET EAST OF AS MEASURED AT RIGHT ANGLES TO THE SAID CENTERLINE OF A PROPOSED 15.00 FOOT WATERLINE EASEMENT, A DISTANCE OF 71.10 FEET TO THE POINT OF BEGINNING OF THIS DESCRIPTION. TOGETHER WITH: COMMENCING AT THE AFORESAID POINT "FF"; THENCE SOUTH 00°23111" WEST, A DISTANCE OF 8.73 FEET TO THE POINT OF BEGINNING OF THE FOLLOWING DESCRIPTION; THENCE NORTH 59*36142" EAST, ALONG A LINE PARALLEL WITH AND 7.50 FEET SOUTH OF AS MEASURED AT RIGHT ANGLES TO THE CENTERLINE OF A PROPOSED 15.00 FOOT WATERLINE EASEMENT, A DISTANCE OF 104.73 FEET; THENCE SOUTH 30623'18" EAST, TO A POINT ON THE NORTHWESTERLY BUILDING ENVELOPE LINE OF BUILDING TWO, AS SHOWN ON SKECTH AND DESCRIPTION, PREPARED BY CONSUL -TECH ENGINEERING, INC., JOB NO. 85-0930, DATED 6 3 86, A DISTANCE OF 5.47 FEET; THENCE SOUTH 59019017" WEST, ALONG THE SAID NORTHWESTERLY BUILDING ENVELOPE LINE OF BUILDING TWO, A DISTANCE OF 104.73 FEET TO THE WEST MOST CORNER OF SAID BUILDING ENVELOPE OF BUILDING TWO; THENCE NORTH 30°23'18" WEST, A DISTANCE OF 6.00 FEET, TO THE POINT OF BEGINNING OF THIS DESCRIPTION. TOGETHER WITH: COMMENCING AT THE AFORESAID POINT "EE"; THENCE SOUTH 72°13'44" WEST, A DISTANCE OF 21.17 FEET; THENCE NORTH 17*46116" WEST, A DISTANCE OF 7.50 FEET TO THE POINT OF BEGINNING OF THE FOLLOWING DESCRIPTION; THENCE SOUTH 72°13'44" WEST, ALONG A LINE PARALLEL WITH AND 7.50 FEET NORTH OF AS MEASURED AT RIGHT ANGLES TO THE CENTERLINE OF A PROPOSED 15.00 FOOT WATERLINE EASEMENT, A DISTANCE OF 109.06 FEET; THENCE NORTH 17046'16" WEST, TO THE SOUTHWEST CORNER OF BUILDING ENVELOPE OF BUILDING THREE AS SHOWN ON SKETCH AND DESCRIPTION PREPARED BY CONSUL -TECH ENGINEERING, INC., JOB NO. 85-0930, DATED 7 15 86, REVISED 11 12 86, A DISTANCE OF 4.93 FEET; THE14CE NORTH 71045'10" EAST, ALONG THE SOUTH BUILDING ENVELOPE LINE OF SAID BUILDING THREE, A DISTANCE OF 109.07 FEET; THENCE SOUTH 17°46'16" EAST, A DISTANCE OF 5.83 FEET TO THE POINT OF BEGINNING OF THIS DESCRPTION. TOGETHER WITH: COMMENCING AT THE AFORESAID POINT "EE"; THENCE NORTH 20°45138" WEST, ALONG THE CENTERLINE OF A PROPOSED 15.00 FOOT WATERLINE EASEMENT, A DISTANCE OF 44.01 FEET; THENCE NORTH 69014122" EAST, A DISTANCE OF 7.50 FEET TO THE POINT OF BEGINNING OF THE FOLLOWING DESCRIPTION; THENCE CONTINUE NORTH 69014122" EAST, TO A POINT ON THE. WEST BUILDING ENVELOPE LINE OF BUILDING FOUR AS SHOWN ON SKETCH AND DESCRIPTION PREPARED BY CONSUL -TECH ENGINEERING, INC., JOB NO. 85-0930, DATED 6 5 86, A DISTANCE OF 6.01 FEET; THENCE SOUTH 20045'38" EAST, ALONG SAID WEST BUILDING ENVELOPE LINE, TO THE SOUTHWEST CORNER OF SAID BUILDING ENVELOPE OF BUILDING FOUR, A DISTANCE OF 104.77 FEET; THENCE SOUTH 69014'22" WEST, A DISTANCE OF 6.01 FEET; THENCE NORTH 20°45'38" WEST, ALONG A LINE PARALLEL WITH AND 7.50 FEET EAST OF AS MEASURED AT RIGHT ANGLES TO THE SAID CENTERLINE OF A SHEET 6 OF 28 SHEETS K ExHI&-r /9-1 PROPOSED 15.00 FOOT WATERLINE EASEMENT, A DISTANCE OF 104.77 FEET TO THE POINT OF BEGINNING OF THIS DESCRIPTION. TOGETHER WITH: COMMENCING AT THE AFORESAID POINT "DD"; THENCE SOUTH 27051'21" WEST, A DISTANCE OF 10.02 FEET; THENCE SOUTH 35'09'02" EAST, A DISTANCE OF 17.37 FEET, THE LAST TWO (2) COURSES AND DISTANCES BEING ALONG THE CENTERLINE OF A PROPOSED 15.00 FOOT WATERLINE EASEMENT; THENCE NORTH 54°50'58" EAST, A DISTANCE OF 7.50 FEET TO THE POINT OF BEGINNING. OF THE FOLLOWING DESCRIPTION; THENCE CONTINUE NORTH 54'50158" EAST, TO A POINT ON THE WEST BUILDING ENVELOPE LINE OF BUILDING FIVE AS SHOWN ON SKETCH AND DESCRIPTION AS PREPARED BY CONSUL -TECH ENGINEERING, INC., JOB NO. 85-0930, DATED 8 21 86, A DISTANCE OF 5.99 FEET; THENCE SOUTH 35*08149" EAST, ALONG THE SAID WEST.BUILDING ENVELOPE LINE OF BUILDING FIVE, TO THE SOUTHEAST CORNER OF SAID BUILDING ENVELOPE OF BUILDING FIVE, A DISTANCE OF 104.77 FEET; THENCE SOUTH 54'50'58" WEST, A DISTANCE OF 5.98 FEET; THENCE NORTH 35009'02" WEST, ALONG A LINE PARALLEL WITH AND 7.50 FEET NORTH OF AS MEASURED AT RIGHT ANGLES TO THE SAID CENTERLINE OF A PROPOSED 15.00 WATERLINE EASEMENT, A DISTANCE OF 104.77 FEET TO THE POINT OF BEGINNING OF THIS DESCRIPTION. TOGETHER WITH: COMMENCING AT THE AFORESAID POINT "CC"; THENCE SOUTH 54'50'58" WEST, ALONG A PORTION OF THE CENTERLINE OF A PROPOSED 15.00 FOOT WATERLINE EASEMENT, A DISTANCE OF 22.61 FEET; THENCE SOUTH 45*09102" EAST, A DISTANCE OF 7.50 FEET TO THE POINT OF BEGINNING OF THE FOLLOWING DESCRIPTION; THENCE CONTINUE SOUTH 35'09'02 EAST, TO THE NORTHWESTERLY LINE OF BUILDING ENVELOPE OF BUILDING NO. SIX, AS SHOWN ON SKETCH AND DESCRIPTION AS PREPARED BY CONSUL -TECH ENGINEERING, INC., JOB NO. 85-0930, DATED 11 07 86, REVISED 11 19 86, A DISTANCE OF 6.01 FEET; THENCE SOUTH 54*51117" WEST, ALONG THE SAID NORTHWESTERLY LINE OF BUILDING SIX, TO THE WEST MOST CORNER OF SAID BUILDING ENVELOPE OF BUILDING SIX, A DISTANCE OF 103.57 FEET; THENCE NORTH 35'09'02" WEST, A DISTANCE OF 6.00 FEET; THENCE NORTH 54950159" EAST, ALONG A LINE PARALLEL WITH AND 7.50 FEET SOUTH OF AS MEASURED AT RIGHT ANGLES TO THE SAID CENTERLINE OF A PROPOSED 15.00 FOOT WATERLINE EASEMENT, A DISTANCE OF 103.57 FEET TO THE POINT OF BEGINNING OF THIS DESCRIPTION. TOGETHER VITH: COMMENCING AT THE AFORESAID POINT "AA"; THENCE NORTH 31045104" EAST, A DISTANCE OF 8.22 FEET TO THE POINT OF BEGINNING OF THE FOLLOWING DESCRIPTION; THENCE NORTH 07'33'38" EAST, TO THE SOUTH BUILDING ENVELOPE LINE OF BUILDING SEVEN, AS SHOWN ON SKETCH AND DESCRIPTION PREPARED BY CONSUL -TECH ENGINEERING INC., JOB NO., 85-0930, DATED 1 26 87, A DISTANCE OF 6.74 FEET; THENCE SOUTH 82012145" EAST, ALONG SAID S013TH BUILDING ENVELOPE LINE, TO THE SOUTHEAST COPNER OF SAID BUILDING ENVELOPE OF BUILDING SEVEN, A DISTANCE OF 103.87 FEET; THENCE SOUTH 07'33'38" WEST, A DISTANCE OF 6.33 FEET; THENCE NORTH 82'26'22" WEST, ALONG A LINE PARALLEL WITH AND 7.50 FEET NORTH OF AS MEASURED AT RIGHT ANGLES TO THE CENTERLINE OF A PROPOSED 15.00 FOOT WATERLINE EASEMENT, A DISTANCE OF 103.87 FEET TO THE POINT OF BEGINNING OF THIS DESCRIPTION. TOGETHER WITH: COMMENCING AT THE AFORESAID POINT "Z"; THENCE NORTH 81'44'40" WEST, ALONG THE CENTERLINE OF A PROPOSED 15.00 FOOT WATERLINE EASEMENT, A DISTANCE OF 57.64 FEET; THENCE CONTINUE ALONG SAID PROPOSED CENTERLINE, NORTH 07047'22" EAST, A DISTANCE OF 28.76 FEET; THENCE NORTH 82012'38" WEST, A DISTANCE OF 7.50 FEET TO THE POINT OF BEGINNING OF THE FOLLOWING DESCRIPTION; THENCE sounT 07047'22" WEST, ALONG A LINE PARALLEL WITH AND 7.50 FEET WEST OF AS L'_EASURED AT RIGHT ANGLES TO THE SAID CENTERLINE OF A PROPOSED 15.00 FOOT WATERLINE EASEMENT, A DISTANCE OF SHEET 7 OF 28 SHEETS I gd _ �. r � G K /+ 1 C/T g~ 103.40 FEET; THENCE NORTH 82'12'38" WEST, TO THE EAST BUILDING ENVELOPE LINE OF BUILDING EIGHT AS SHOWN ON SKETCH AND DESCRIPTION AS PREPARD BY CONSUL -TECH ENGINEERING, INC., JOB NO. 85-0930, DATED 2 18 87, REVISED 9 30 87, A DISTANCE OF 6.02 FEET; THENCE NORTH 07947'22" EAST, ALONG SAID EAST BUILDING ENVELOPE LINE, A DISTANCE OF 103.40 FEET; THENCE SOUTH 82012'38" EAST, A DISTANCE OF 6.02 FEET TO THE POINT OF BEGINNING OF THIS DESCRIPTION. TOGETHER WITH: COMMENCING AT THE AFORESAID POINT "Y"; THENCE NORTH 50°05141"`WEST, ALONG A PORTION OF THE CENTERLINE OF A PROPOSED 15.00 FOOT WATERLINE EASEMENT, A DISTANCE OF 18.42 FEET; THENCE NORTH 39'54119" EAST, A DISTANCE OF 7.50 FEET TO THE POINT OF BEGINNING OF THE FOLLOWING DESCRIPTION; THENCE NORTH 50005'41" WEST, ALONG A LINE PARALLEL WITH AND 7.50 FEET NORTH OF AS MEASURED AT RIGHT ANGLES TO THE SAID CENTERLINE OF A PROPOSED 15.00 FOOT WATERLINE EASEMENT, A DISTANCE OF 103.43 FEET; THENCE SOUTH 31005'19" WEST, ALONG A LINE PARALLEL WITH AND 7.50 FEET WEST OF AS MEASURED AT RIGHT ANGLES TO THE SAID CENTERLINE OF A PROPOSED 15.00 FOOT WATERLINE EASEMENT, A DISTANCE OF 118.70 FEET; THENCE NORTH 55'54'18" WEST, TO THE EAST BUILDING ENVELOPE LINE OF BUILDING NINE AS SHOWN ON SKETCH AND DESCRIPTION PREPARED BY CONSUL -TECH ENGINEERING, -INC., JOB NO. 85-0930, DATED 6 9 87, REVISED 10 29 87, A DISTANCE OF 6.22 FEET; THENCE NORTH 31'05'42" EAST, ALONG SAID EAST BUILDING ENVELOPE LINE, TO THE SOUTH BUILDING ENVELOPE LINE OF BUILDING TEN AS SHOWN ON SKETCH AND DESCRIPTION PREPARED BY CONSUL -TECH ENGINEERING, INC., JOB N0. 85-0930, DATED 6 29 87, REVISED 3 20 88, A DISTANCE OF 129.95 FEET; THENCE SOUTH 50006'05" EAST, ALONG SAID SOUTH BUILDING ENVELOPE LINE OF BUILDING TEN, A DISTANCE OF 110.43 FEET; THENCE SOUTH 39'54'19" WEST, A DISTANCE OF 5.98 FEET TO THE POINT OF BEGINNING OF THIS DESCRIPTION. TOGETHER WITH: COMMENCING AT THE AFORESAID POINT "Z"; THENCE SOUTH 82'47137" EAST, ALONG THE CENTERLINE OF A PROPOSED 15.00 FOOT WATERLINE EASEMENT, A DISTANCE OF 46.09 FEET; THENCE NORTH 31'05'19" EAST, CONTINUING ALONG SAID PROPOSED CENTERLINE, A DISTANCE OF 21.75 FEET; THENCE SOUTH 58054141" EAST, A DISTANCE OF 7.50 FEET TO THE POINT OF BEGINNING OF THE FOLLOWING DESCRIPTION; THENCE NORTH 31'05119" EAST, ALONG A LINE PARALLEL WITH AND 7.50 FEET EAST OF AS MEASURED AT RIGHT ANGLES TO THE SAID CENTERLINE OF A PROPOSED 15.00 FOOT WATERLINE EASEMENT, A DISTANCE OF 105.30 FEET; THENCE SOUTH 58054'41" EAST, TO THE WEST BUILDING ENVELOPE LINE OF BUILDING ELEVEN, AS SHOWN ON SKETCH AND DESCRIPTION PREPARED BY CONSUL -TECH ENGINEERING, INC., JOB NO. 85-0930, DATED 7 15 87, A DISTANCE OF 6.00 FEET; THENCE SOUTH 31'05144" WEST, ALONG SAID +JEST BUILDING ENVELOPE LINE A DISTANCE OF 105.30 FEET; THENCE NORTH 58*54141" WEST, A DISTANCE OF 5.98 FEET TO THE POINT OF BEGINNING OF THIS DESCRIPTION. LESS AND EXCEPT: COMMENCING AT THE AFORESAID POINT "GG"; THENCE SOUTH 53.22'11" WEST, ALONG A PORTION OF SAID CENTERLINE OF A PROPOSED 15.00 FOOT WATERLINE EASEMENT, A DISTANCE OF 5.31 FEET; THENCE NORTH 36'37149" WEST, TO THE SOUTHEAST CORNER BUILDING ENVELOPE OF BUILDING 12, AS SHOWN ON DRAWING PREPARED BY BASE LINE LAND SURVEYORS INC., JOB NO. P. 0. 1504, DATED 3 MAY 1988, REVISED 3 JAN. 1989, A DISTANCE OF 0.76 FEET, SAID POINT BEING THE POINT OF BEGINNING OF THE FOLLOWING DESCRIPTION; THENCE SOUTH 53'36'30" WEST, ALONG A PORTION OF SOUTH BUILDING ENVELOPE LINE OF SAID BUILDING 12, A DISTANCE OF 17.19 FEET; THENCE NORTH 36*37149" WEST, A DISTANCE OF 6.66 FEET; THENCE NORTH 53'22'11" EAST, ALONG A LINE PARALLEL WITH AND 7.50 FEET NORTH OF AS MEASURED AT RIGHT ANGLES TO THE SAID CENTERLINE OF A PROPOSED 15.00 FOOT WATERLINE EASEMENT, A DISTANCE OF 15.00 FEET; THENCE NORTH 36037'49" WEST, ALONG A LINE PARALLEL Wl-TH AND 7.50 FEET WEST OF AS MEASURED AT RIGHT ANGLES TO THE SAID CENTERLINE OF A PROPOSED 15.00 FOOT WATERLINE EASEMENT, A DISTANCE OF 63.94 FEET; THENCE NORTH 53036'30" EAST, SHEET 8 DF 28 SHEETS rr -'g17 TO THE EAST BUILDING ENVELOPE LINE OF BUILDING 12, A DISTANCE OF 2.49 FEET; THENCE SOUTH 36*23130" EAST, ALONG SAID BUILDING ENVELOPE LINE OF BUILDING 12, A DISTANCE OF 70.67 FEET, TO THE POINT OF BEGINNING OF THIS DESCRIPTION. LESS AND EXCEPT: COMMENCING AT THE AFORESAID POINT "GG"; THENCE NORTH 36037149" WEST, ALONG A PORTION OF THE SAID CENTERLINE OF A PROPOSED 15.00 FOOT WATERLINE EASEMENT; A DISTANCE OF 17.04 FEET, THENCE NORTH 53'22111" EAST, TO THE WEST MOST SOUTHWEST CORNER OF BUILDING ENVELOPE OF BUILDING 13, AS SHOWN ON DRAWING PREPARED BY BASE LINE LAND SURVEYORS INC., DATED 2 14 90, A DISTANCE OF 2.15 FEET, SAID POINT ALSO BEING THE POINT OF BEGINNING OF THE FOLLOWING DESCRIPTION; THENCE NORTH 00*49117" EAST, ALONG A PORTION OF THE WEST BUILDING ENVELOPE LINE OF SAID BUILDING 13, A DISTANCE, OF 8.79 FEET; THENCE SOUTH 36037149" EAST, ALONG A LINE PARALLEL WITH AND 7.50 FEET NORTHEAST OF AS MEASURED AT RIGHT ANGLES TO THE SAID CENTERLINE OF A PROPOSED 15.00 FOOT WATERLINE EASEMENT, TO THE SOUTH BUILDING ENVELOPE LINE OF SAID BUILDING 13, A DISTANCE OF 11.07 FEET; THENCE NORTH 89*10143" WEST, ALONG A PORTION OF SAID BUILDING ENVELOPE LINE OF BUILDING 13, A DISTANCE OF 6.73 FEET, TO THE POINT OF BEGINNING OF THIS DESCRIPTION. LESS AND EXCEPT: COMMENCING AT THE AFORESAID POINT "X"; THENCE SOUTH 57*37130" EAST, A DISTANCE OF 7.00 FEET; THENCE. NORTH 84'03'28" EAST, A DISTANCE OF 16.45 FEET; THENCE NORTH 73033'31" EAST, A DISTANCE OF 0.10 FEET, THE LAST THREE (3) COURSES AND DISTANCES BEING ALONG A PORTION OF THE CENTERLINE OF A PROPOSED 15.00 FOOT WATERLINE EASEMENT; THENCE SOUTH 16'26'29" EAST, A DISTANCE OF 1.62 FEET, TO A POINT ON THE NORTH LINE OF BUILDING ENVELOPE FOR BUILDING 13, AS SHOWN ON DRAWING PREPARED BY BASE LINE LAND SURVEYORS INC., DATED 2 14 90, SAID POINT ALSO BEING THE POINT OF BEGINNING OF THE FOLLOWING DESCRIPTION7; THENCE SOUTH 89'10'43" EAST, ALONG A PORTION OF THE SAID NORTH BUILDING ENVELOPE LINE OF BUILDING 13, A DISTANCE OF 19.81 FEET; THENCE SOUTH 73033131" WEST, A DISTANCE OF 19.70 FEET; THENCE SOUTH 84'03'28" WEST, A DISTANCE OF 1.00 FEET, THE LAST TWO (2) DESCRIBED COURSES AND DISTANCES BEING ALONG A LINE PARALLEL WITH AND 7.50 FEET SOUTH OF AS MEASURED AT RIGHT ANGLES TO THE SAID CENTERLINE OF A PROPOSED 15.00 FOOT WATERLINE. EASEMENT, THENCE NORTH 00'49117" EAST, ALONG A PORTION OF THE WEST MOST BUILDING ENVELOPE LINE OF SAID BUILDING 13, A DISTANCE OF 5.96 FEET TO THE POINT OF BEGINNING OF THIS DESCRIPTION. LESS AND EXCEPT: COMMENCING AT THE AFORESAID POINT "W"; THENCE SOUTH 53'35'53" WEST, ALONG A PORTION OF THE CENTERLINE OF A PROPOSED 15.00 FOOT WATERLINE EASEMENT, A DISTANCE OF 57.73 FEET; THENCE SOUTH 36'24'07" EAST, TO A POINT ON THE BUILDING ENVELOPE LINE OF BUILDING 14, AS SHOWN ON DRAWING PREPARED BY BASF LINE LAND SURVEYORS INC., JOB NO. P. 0. 1504, DATED 3 MAY 1988, REVISED 3 JAN. 1989, A DISTANCE OF 7.50 FEET, SAID POINT BEING THE POINT OF BEGINNING OF THE FOLLOWING DESCRIPTION; THENCE SOUTH 53'35'53" WEST, ALONG A LINE PARALLEL WITH AND 7.50 FEET SOUTH OF AS MEASURED AT RIGHT ANGLES TO THE SAID CENTERLINE OF A PROPOSED 15.00 FOOT WATERLINE EASEMENT, A DISTANCE OF 11.02 FEET; THENCE NORTH 36*24107" WEST, TO A POINT ON SAID BUILDING ENVELOPE LINE OF BUILDING 14, A DISTANCE OF 12.32 FEET; THENCE SOUTH 58'46'17" EAST, ALONG SAID BUILDING ENVELOPE LINE, A DISTANCE OF 10.08 FEET; THENCE NORTH 76'13143" EAST, A DISTANCE OF 7.79 FEET TO THE POINT OF BEGINNING OF THIS DESCRIPTION. LESS AND EXCEPT: COMMENCING AT THE AFORESAID POINT "X"; THENCE SO'SYfH 57037130" EAST, A DISTANCE OF 7.00 FEET; THENCE NORTH 84*03128" EAST,.A DISTANCE OF 11.09 FEET, THE LAST (2) TWO COURSES AND DISTANCES BEING ALONG THE CENTERLINE OF A PROPOSED 15.00 FOOT WATERLINE EASEMENT; THENCE NORTH 05'56'32" WEST, A SHEET 9 OF 28 SHEETS i x ht/ a7- - A -/ DISTANCE OF 2.62 FEET TO THE POINT OF BEGINNING OF THE FOLLOWING DESCRIPTION, SAID POINT ALSO BEING THE SOUTHWEST CORNER OF THE BUILDING ENVELOPE FOR BUILDING NO. 14; THENCE NORTH 13046'17" WEST, ALONG THE SAID BUILDING ENEVELOPE LINE OF BUILDING 14 AS SHOWN ON DRAWING PREPARED BY BASE LINE LAND SURVEYORS JOB NO- P. 0. 1504 DATED 3 MAY 1988, REVISED 3 JAN. 1989, A DISTANCE OF 4.93 FEET; THENCE NORTH 84003'28" EAST, A DISTANCE OF 5.34 FEET; THENCE NORTH 73*33131" EAST, A DISTANCE OF 54.62 FEET; THENCE NORTH 53031143" EAST, A DISTANCE OF 12.08 FEET, THE LAST (3) THREE COURSES AND DISTANCES ALL BEING ALONG A LINE PARALLEL WITH AND 7.50 FEET NORTH OF AS MEASURED AT RIGHT ANGLES TO THE SAID CENTERLINE OF. A PROPOSED 15.00 FOOT WATERLINE EASEMENT; THENCE SOUTH 13*46117" EAST, ALONG SAID BUILDING ENVELOPE LINE OF BUILDING 14, A DISTANCE OF 11.40 FEET; THENCE SOUTH Wl3'43" WEST, ALONG SAID BUILDING ENVELOPE LINE, A DISTANCE OF 71.00 FEET TO THE POINT OF BEGINNING OF THIS DESCRIPTION. LESS AND EXCEPT: COMMENCING AT THE AFORESAID POINT "U"; THENCE NORTH 68*14*40" WEST, ALONG A PORTION OF THE CENTERLINE OF A PROPOSED 15.00 FOOT WATERLINE EASEMENT, A DISTANCE OF 3.59 FEET; THENCE NORTH 21045120" EAST, TO THE SOUTHEAST CORNER OF BUILDING ENVELOPE FOR BUILDING 15, AS SHOWN ON DRAWING PREPARED BY BASE LINE LAND SURVEYORS INC., JOB NO. P. 0. 1504, DATED 3 MAY 1988, REVISED 3 JAN. 1989, A DISTANCE OF 6.83 FEET TO THE POINT OF BEGINNING OF THE FOLLOWING DESCRIPTION; THENCE NORTH 79°39'19" WEST, ALONG THE SOUTH LINE OF THE SAID BUILDING ENVELOPE OF BUILDING 15, A DISTANCE OF 11.87 FEET; THENCE NORTH 21*45120" EAST, A DISTANCE OF 3.01 FEET; THENCE SOUTH 68°14'40" EAST, A DISTANCE OF 8.92 FEET; THENCE NORTH 26°18'20" EAST, ALONG A LINE PARALLEL WITH AND 7.50 FEET NORTHWEST OF AS MEASURED AT RIGHT ANGLES TO THE SAID CENTERLINE OF A PROPOSED 15.00 FOOT WATERLINE EASEMENT, A DISTANCE OF 11.42 FEET; THENCE SOUTH 10020'41" WEST, ALONG SAID EAST LINE OF BUILDING 15, A DISTANCE OF 12.30 FEET TO THE POINT OF BEGINNING OF THIS DESCRIPTION. LESS AND EXCEPT: COMMENCING AT THE AFORESAID POINT "U"; THENCE NORTH 26018'2O" EAST, ALONG A PORTION OF THE CENTERLINE OF A PROPOSED 15.00 FOOT WATERLINE EASEMENT, A DISTANCE OF 32.17 FEET; THENCE SOUTH 63°41140" EAST, A DISTANCE OF 1.88 FEET TO SOUTH'e'EST BUILDING ENVELOPE CORNER OF BUILDING 16 AS SHOWN ON DRAWING PREPARED BY BASE LINE LAND SURVEYORS INC., JOB ND. P. 0. 1504, DATED 3 MAY 1988, REVISED 3 JAN. 1989, SAID POINT ALSO BEING KNOWN AS THE POINT 'OF BEGINNING OF THE FOLLOWING DESCRIPTION; THENCE NORTH 26°41'51" EAST, ALONG THE WEST LINE OF THE SAID BUILDING ENVELOPE OF BUILDING 16, A DISTANCE OF 134.00 FEET TO THE NORTHWEST CORNER OF THE SAID BUILDING ENVELOPE OF BUILDING 16; THENCE SOUTH 63°18109" EAST, A DISTANCE OF 4.70 FEET; THENCE SOUTH 26°18'20" WEST, ALONG A LINE PARALLEL WITH AND 7.50 FEET EAST OF AS MEASURED AT RIGHT ANGLES TO THE SAID CENTERLINE OF A PROPOSED 15.00 FOOT WATERLINE EASEMENT, A DISTANCE OF 134.00 FEET; THENCE NORTH 63618109" WEST, A DISTANCE OF 5.62 FEET TO THE POINT OF BEGINNING OF THIS DESCRIPTION - LESS AND EXCEPT: COMMENCING AT THE AFORESAID POINT "U"; THENCE NORTH 26°18'20" EAST, ALONG A PORTION OF THE CENTERLINE OF A PROPOSED 15.00 FOOT WATERLINE EASEMENT, A DISTANCE OF 87.67 FEET; THENCE NORTH 63041'40" WEST, TO THE EAST BUILDING ENVELOPE LINE OF BUILDING 18, AS SHOWN ON DRAWING PREPARED BY, BASE LINE LAND SURVEYORS, INC., JOB NO. P. 0. 1504, DATED 3 MAY, 1988, REVISED 3 JAN. 1989, A DISTANCE OF 0.73 FEET, SAID POINT ALSO BEING THE POINT OF BEGINNING OF THE FOLLOWING DESCRIPTION; THENCE NORTH 79°39'19" WEST, A DISTANCE OF 7.04 FEET; THENCE NORTH 26018'20" EAST, ALONG A LINE PARALLEL WITH AND 7.50 FEET WEST OF AS MEASURED AT RIGHT ANGLES TO THE, SAID CENTERLINE OF A PROPOSED 15.00 FOOT WATERLINE EASEMENT.` A DISTANCE OF 25.61 FEET; THENCE SOUTH 10°20141" WEST, ALONG THE EAST BUILDING ENVELOPE LINE OF BUILDING 18, A DISTANCE OF 24.63 FEET, TO THE POIN'I� OF BEGINNING SHEET 10 OF 28 SHEETS L�JCti/ra/3 OF THIS DESCRIPTION. LESS AND EXCEPT: COMMENCING AT THE AFORESAID POINT "T"; THENCE NORTH 12°57'52" EAST, ALONG A PORTION OF THE CENTERLINE OF A PROPOSED 15.00 FOOT WATERLINE EASEMENT, A DISTANCE OF 10.68 FEET; THENCE NORTH 77°02908" WEST, TO THE BUILDING ENVELOPE LINE OF BUILDING 18, AS SHOWN ON DRAWING PREPARED BY BASE LINE LAND SURVEYORS INC., JOB NO. P. 0. 1504, DATED 3 rIAY 1988, REVISED 3 JAN. 1989, A DISTANCE OF 13.40 FEET TO THE POINT OF BEGINNING OF THE FOLLOWING DESCRIPTION; THENCE SOUTH 10021141" WEST, ALONG SAID BUILDING ENVELOPE LINE FOR BUILDING 18, A DISTANCE OF 15.12 FEET; THENCE SOUTH 34039'19" EAST, CONTINUING ALONG SAID BUILDING ENVELOPE LINE, A DISTANCE OF 0.83 FEET; THENCE NORTH 64°26'38" WEST, ALONG A LINE PARALLEL WITH AND 7.50 FEET SOUTH OF AS MEASURED AT RIGHT ANGLES TO THE SAID CENTERLINE OF A PROPOSED 15.00 FOOT WATERLINE EASEMENT, A DISTANCE OF 5.57 FEET; THENCE NORTH 25°33'23" EAST, A DISTANCE OF 15.00 FEET; THENCE SOUTH 64°26'38" EAST, ALONG A LINE PARALLEL WITH AND 7.50 FEET NORTH OF AS MEASURED AT RIGHT ANGLES TO THE SAID CENTERLINE OF A PROPOSED 15.00 FOOT WATERLINE EASEMENT, A DISTANCE OF 0.89 FEET TO THE POINT OF BEGINNING OF THIS DESCRIPTION. LESS AND EXCEPT: COMMENCING AT THE AFORESAID POINT "S"; THENCE NORTH 17°54'56" WEST, ALONG A PORTION OF THE CENTERLINE OF A PROPOSED 15.00 FOOT WATERLINE EASEMENT, A DISTANCE OF 38.55 FEET; THENCE SOUTH 72°05004" WEST, TO A POINT ON THE BUILDING ENVELOPE LINE OF BUILDING 19, AS SHOWN ON DRAWING PREPARED BY BASE LINE LAND SURVEYORS INC., JOB 00. P- 0. 15040 DATEP 3 MAY 1988, REVISED 3 JAN 1989, A DISTANCE OF 7.50 FEET, SAID POINT BEING THE POINT OF BEGINNING OF THE FOLLOWING DESCRIPTION; THENCE NORTH 17°54'56" WEST, ALONG A LINE PARALLEL WITH AND 7.50 FEET WEST OF AS MEASURED AT RIGHT ANGLES TO THE SAID CENTERLINE OF A PROPOSED 15.00 FOOT WATERLINE EASEMENT, A DISTANCE OF 8.95 FEET; THENCE NORTH 72*05104" EAST, A DISTANCE OF 15.00 FEET; THENCE SOUTH 17654156" EAST, ALONG A LINE PARALLEL WITH AND 7.50 FEET EAST OF AS MEASURED AT RIGHT ANGLES TO THE SAID CENTERLINE OF A PROPOSED 15.00 FOOT WATERLINE EASEMENT, A DISTANCE OF 4.34 FEET TO SAID BUILDING ENVELOPE LINE OF BUILDING 19; THENCE SOUTH 89°07'48" WEST, ALONG SAID BUILDING ENVELOPC LINE OF BUILDING 19, A DISTANCE OF 4.19 FEET; THENCE SOUTH 44007148" WEST, ALONG SAID BUILDING ENVELOPE LINE OF BUILDING 19, A DISTANCE OF 12.45 FEET TO THE POINT OF BEGINNING OF THIS DESCRIPTION. LESS AND EXCEPT: COMMENCING AT THE AFORESAID POINT "D"; THENCE NORTH 58°00'23" EAST, ALONG A PORTION OF THE CENTERLINE OF A PROPOSED 15.00 FOOT WATERLINE EASEMENT, A DISTANCE OF 121.21 FEET; THENCE SOUTH 31°59'37" EAST, TO A POINT ON THE BUILDING ENVELOPE LINE OF BUILDING 26 AS SHOWN ON DRAWING PREPARED BY BASF. LINE LAND SURVEYORS INC., JOB NO. P. 0. 1504, DATED 3 MAY 1988, REVISED 3 JAI.. 1989, A DISTANCE OF 7.50 FEET TO THE POINT OF BEGINNING OF THE FOLLOWING DESCRIPTION; THENCE NORTH 00°58'10" EAST, A DISTANCE OF 7.13 FEET; THENCE NORTH 44*01150" WEST, A DISTANCE OF 9.22 FEET, THE LAST TWO (2) COURS,?S AND DISTANCES BEING ALONG SAID BUILDING ENVELOPE LINE OF BUILDING 26; THENCE NORTH 58000'23" EAST, ALONG A LINE PARALLEL WITH AND 7.50 FEET NORTH OF AS MEASURED AT RIGHT ANGLES TO THE SAID CENTERLINE OF A PROPOSED 15.00 FOOT WATERLINE EASEMENT, A DISTANCE OF 2.10 FEET; THENCE SOUTH 31059'37" EAST, A DISTANCE OF 15.00 FEET; THENCE. SOUTH 58000'23" WEST, ALONG A LINE PARALLEL WITH AND 7.50 FEET SOUT11 OF AS MEASURED AT RIGHT ANGLES TO THE SAID CENTERLINE OF A PROPOSED 15.00 FOOT WATERLINE EASEMENT, A DISTANCE OF 4.06 FEET TO THE POINT OF BEGINNING, OF THIS DESCRIPTION. SHEET 11 OF 28 SHEETS LESS AND'EXCEPT: COMMENCING AT THE AFORESAID POINT "C"; THENCE SOUTH 34-57'22" EAST, A DISTANCE OF 19.24 FEET: THENCE SOUTH 55'02'38" WEST, A DISTANCE OF 6.48 FEET TO THE POINT OF BEGINNING OF THE FOLLOWING DESCRIPTION; THENCE SOUTH 37004'17" EAST, ALONG THE NORTHWEST BUILDING ENVELOPE LINE OF BUILDING NUMBER 27 AS SHOWN ON DRAWING PREPARED BY BASE LINE LAND SURVEYORS INC., JOB NO. P. 0. 1504, DATED 3 MAY 1988, REVISED 3 JAN. 1989, A DISTANCE OF 22.94 FEET; THENCE SOUTH 55002138" WEST, A DISTANCE OF 6.67 FEET; THENCE NORTH 34°57122" WEST, A DISTANCE OF 15.00 FEET; THENCE NORTH 55'02'38" EAST, A DISTANCE OF 4.60 FEET; THENCE NORTH 34057'22" WEST, ALONG A LINE PARALLEL WITH AND 7.50 FEET NORTH OF AS MEASURED AT RIGHT ANGLES TO THE SAID CENTERLINE OF A PROPOSED 15.00 FOOT WATERLINE EASEMENT, A DISTANCE OF 7.89 FEET; THENCE NORTH 52°55'43" EAST, A DISTANCE OF 1.02 FEET TO THE POINT OF BEGINNING. SIDELINES OF SAID EASEMENT ARE TO BE LENGTHENED OR SHORTENED SO AS TO FORM A CONTINUOUS EASEMENT WIDTH AND TO INTERSECT APPLICABLE RIGHT-OF-WAY LINES, PROPERTY LINES AND EXISTING EASEMENT LINES. SAID LANDS SITUATE, LYING AND BEING IN THE CITY, OF TAMARAC, BROWARD COUNTY, FLORIDA. CERTIFICATE: WE HEREBY CERTIFY THAT THIS DESCRIPTION AND SKETCH CONFORMS TO CHAPTER 21HH-6.006(1), MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING IN THE STATE OF FLORIDA AS ADOPTED BY THE DEPARTMENT OF PROFESSIONAL REGULATION, BOARD OF LAND SURVEYORS, IN SEPTEMBER 1981, AND IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. CRAVEN-THOMPSON & ASSOCIATES, INC. iH1S SKETC IS NOT VALID UNLESS IT 8EA A .1GINALSGNPUR140 TH MAS C. SHAHAN PROFESSIONAL LAND SURVEYOR NO. 4387 STATE OF FLORIDA SHEET 12 OF 28 SHEETS ._ - G, X /if / 1, T A? - 1 ,o r it N v C i • ~f1 to / iL' O VV, � � I I lo �■ M 1 � w I �_ �� q ^ _ ro,�+ P lo � as , ? a _ • to N M s ; I, ku < •'ilk j .t P s r'-- \v O Eo •-4 V i I r g v �• ONE \\ qW p° s, C t• p N T to r•_ a yr , f' - 13 d � �� 4 6,J19,6 III rrlr `\� ,P�• [ \ w \ -6 Va• *N aa w a• n gl _S° a, t� m N• 5 `\ i aaaea,w as$+- Q j 81 •M.. :"i ��rri "i tl • bir ��/ �'yy�°.4 M t F Io n n a4 � J � w � w •8 T i �� ,+�.:9, ���\'� �B P' � C. � = � � 1 Il • ''•f J + � [ / '�i r`F•'d, �_ N `,/TiAv ,+114 any a 1 • �^e+ I S w w,•o� /�� ` �P �v \,\ NA ��' ! yG r 4�J�1/�• (ti ru� \ Nr�,;�•M.t y a a\�\ a�•�s' „� : f / • ,y •� 10�Gf'1 to O o, f,`t �\\;�' v .� /� r u �• a c kSTi°M n tY � • 1 s. � ' �"\ 'I. rr Po N ! P \ •' I�Y�S �� . �` � .Jw� r`� IA fO• 1 \ j ni �- ,a � ►a. O, _ \ y7: ra �r ^ a\ ` •. MIav,O',a.,a 1 ••_ age Joe. o•w. p; , r C. i7,�1 �.J' 1,, • ' e e W. n\ \, aa0.�. a0"f Ir v a- V \� _ VAa"r• w 1 to d� • 1 u'•n, �,� w \y AO Oa••F ii •A •w ?►;S o ro b nr$ a v u v°it le 4 Y a n • -CRAVENO CIATES INC. H IPS T �ON &ASSO ENGINEERS PLANNERS -SURVEYORS 3563 NW. S 3;d _Street mm _OwLmmaAt.e . mMOMA 33309 (305) 7 3 9 76 4 0 0 OFFICES • FORT LAYDtROALL, •IEST BALM A[ACM - SOTE THIS n Im w SKIETC11 of *Av[r,twt *all a paM"t ar►KtM. N Ile erMtra� FOR A�fC �// /C7� K{�fi��� C4�� W�� M•w bra am 6"a 010 fMM Nrr , wiMMe M The sveow MrMM rlt • M"w"Oft Mr is *"&*"I" Web M MoMrato" of rM Mhrawil" 900- SCALE .- Alla? I I 1450Soo aEaewsr msea cw crpApe rr .or , w,9mo1✓7"IZr AB. 107 O4 BCle Bui[D/N6 EA/vELODEJ ON awAll-t/6 ,opiem ew or awJ!/L - TEC.V EN- 6lwzzellya _XB M d3-09349, . . ' AkWPIA + favA&0e` [cite "A-10 aw JWMAKW lrOMIAW arrEv 7/.W/e7 lefv/.rf0 9/s0107 e/9 ad rJ O"r S,07 • ".!5!mcw Awl GATf4 61-06 - N 6,r14,11 3 �Q g AMPIM; 0We,0,Af elWf A044P /b"E OA' d,E'nch, ANO m.rn ex, AT/ON Urfa .PfY/JET "'///1/d6 "- ,�olo�E� E��E�� oecP � fppEpsEMfNr � DATED: UPDATES and/or REVISIONS DATE I 8Y I CK'D 60/r S 69 &. ,ra,,17- Af 0F28 syEE7j .l�E7CH To ACCDC,r��pnly L����P/i�7/ON The u wwsgmw and CRAVEN-TMOwwN 8, A3SOLTATFS, INC. mere tw reVeewlalom ar puaronNes as a"* trformotbn relWad im" Or/atnn9 to eawmwts, runts- of - wir, sat hats lints, reservohons,egrstrnsres and Other anritar mortars , end fuN►wr, ftis instrurMnt is not Intended to rf/Met ar set " all such R+otters Such nformtion Viould to ohtaintd and owdiwidd eY onws 0101 h ew"Fiate title verlifKation NOTE Lands shown hrvw were not abstracted far ngM-of-.ap end/or wsemeMs of record roe No. 4941-0.5e¢ DRAWN BY STl7E j CrECItED BY S.G. CODE I" No •� CRAVEN • THOVIPSOrt& ASSOCIATES INC. ENGINEERS • PLANNERS -SURVEYORS 3563.XV.53rd• Street ,FORT LALxxFIDALE fto111DA .33309 (305) 739=6400 OFFICES. FORT LAUDERDALE, WEST ►ABM aEAC11 bUTL Tom a to A SAITC11 of WAVET.MA ♦011 s loop" +MKIM. of M MKro"M FOA: T�P.4/✓�!'�Oi 90� DEvfz4y co.PO 4"wa as"" Two lab few ver...1..+y ... Swope ewar+l . or N11M.M N1 I. en ""Ok OM MM frop"61860 of w at rows" Mom• SCALE: So' 1 JdS'49 P.B 107 04 B.C� py 0�4.r✓iNr, BO/[ D/NG ewmex o£.P zl vnr 8wev ,IV400PED Qr CbN.!!/L- TEL'N f/1�/iYEE.P//Y6 Xg MO 0.S-of30 a� e2- •P/p�ypti 4►r�s�o LV DATED: v UPDATES Wo/or REVISIONS I DATE J BY I CK Off II A 8� .0 k/ i � � Sp• b� e 1, j E �D03i I✓�E� Boa .iHEEY l-� 0`�BSHfET.S f,NErc�H Tv,4Pee'o�7PWA1y AfdY�P/P71a1V NOTE The urdersipnrd and CRAVEN -THOMPSON 13 ASSOC&ATES,INC. make no reprewiowm or quarontles m to the Inkpio ion reflecled harem WGInin0 to earen+ants, rants • of - woy, set boa 1irles, rcsxvatrons ,agreemeles o�d othw tinrilor 1rpt1N's • orld firf ' tdis inafru"ww1 M not ir►terlded to 1ef lest of get forMr o11 such lnafters Such vdarnwim Mum he Obtained and CDWFmW br 0"Win thra * approphote life w1ifrcatron SIOTE Lands ahawn hersonwets not oWrac*d for tWd-of-vat and/Or easements of record JOB N0. 84-0,326 IDRAWN BY, JME I CHECKED BY: B•G. 1 CODE FILE NO i CRAVEN • THOMPSON & ASSOCIATE INC. ENGINEERS' -PLANNERS -SURVEYORS C' 3563 �,, . 3 rd S opt. ;' �-�wUaErtoa►is Raf+lor► 33309 (3051&7 . C - . . OFFICES. FORT LAVOIRCA.t. WIST PALM •EACM Nm rr0a t POW41 IWA71 T G AMIZOO eW i SCALE f'-SD" Q9,rrl�uG fNrfle� li•� Barfo c,�.r,��rry vNo d�sC'livr�av A0�eO 6/f/8� .�t�rrEo �►e� , i Toot to a snum o1 Kmv9v.W 60I1 i e•epw ow•etom of ttu Mue•Ier►r etlr.• 60•00 Ilh.N nw Nn •6 #Wd 00r11, *$@*Me 411 as 1•wlMl M•MAy • ~ esawas w Mr is erwKrN• va IM papffet1N M sm •reormetwo •M•• 6E.4lm,of VA147 6W CrO,PEJ'f AT "ap f01v7' 7 OB 107 10 . Bc►e ON �P,l,Ic�.i� Ba�COin/G ENi✓aapz 1r d�NEJ' �./J'Ev _ .oP,eerAl',PEv BY XPA OM - TEC,14A(61NEED/NG c46 ..N-0 85-OeO. b ;�, F rscn' warE,eri� � P.► fAAFAWNr �� o J3r•Ss'rr- 5a� y ' ..ram" ; fA✓fir�fiv� .4 - r elaw,& va Aeno r eme QA-P- 4 vvTEO 7/rS/A� .ryfET Y 4 arze x e— — GATED: _�61? i,'go _ d�ETcf! Tv �L'[•°is7P,gN� DE fA,Q/�TioN UPDATES and/a REVISIONS DATE 9y CK'D The uhsgmo old CRAVEN -THOMPSON d ASSOCIATES, INC. mope no rwe�der senratcm or "Womees as to the inlormal on reflected hereon pw1wrmq to epeemerlts, nghts • of - way, set bats lines, rete*rar•an,ogree'"eelrs txhd aMw similar fnottem , and furMj this instrument is not intended to reflel or set (arch ail such mothers Such w4cw ahon should be obtained and =Mrft'ed by afhws Itraugh appropriate title certification N T Lands shown Mrwn were not abstracted for nol -of-Way and /or easements of record NONNI JOB No. 84.0324 DftAw►I BY - ,1�1lG- CHECKED Nr 8 • G. CODE ��� d FILE NO r�36d.Gv�Ir i 2 (4)L&O' i ASSOCIATE INC. C CRAVEN a THOMPSON & A ENGINEERS • PLANNERS • SURVEYORS 7 �3563 KW 53rd Street , . Fort Lauderdale; Florida 33309 (305) 739-6400 OFFICES. PONT LAHatAdALC; WEIT''A1.M a[ACA hQTL vacs a w AM[TCM OF MArLt.60 6019 a p.MK d"'alm" of me Mur�r+N• I T���✓[�7PI /�L ^�f-` LN"� 4 Q�� MNs seNM wMs AID MM M IWs pr► , .�N�q Mrs s'"w IMMA1 M FOR MMM1«M Nr III M�M�M• 1�M IMF M��MArM. M MM MM/M��M MwA Nr.N 1\1.d SCALE : N. 7 NS-fOJ4 / r. 49' e'.ve1,WJ' Vrto ON Cr,0.,0r'J' ofrA✓4WW4WrO" PB /Q7 Rs ieR &W,01wa ENrfl4!PE L1Ae.1' 8AJfD 6W AWA11NG 'nem0,Pf0 'fl Aff"11Nf LAo'O AoperN^r, INC-, AAlfO 3 AMAI', /ABB, �PEri.1'ED 3 JAN, /PBo. 'vB NO- 1v 1-504- com z � N c» w � w w y � N.POO /3.Q7' �iGOlf�!/Nf fAJf.KEA'T 000> \ Ssa•rr �r"A✓ tT •gZ . #03 Atilt / fIfto A.msf..triZ" APTf,Plivf fAQ 2AfW -� q' 3� 3b• OW DATED: / / P UPDATES wd/o► REVISIONS DATE I 9Y I CK'D ,r.4 efr/7 PW,'f7.S N031 The wloe•swed and CRAVEN •TW P'WN a ASSMATQ . INC, wai a no rson+entoum er "Wonte" as tote tiipIwo an rslwow W001% 0111"Id ing to eaeenlsnts, rlaHs- of - Iraq, sr+ Goal Mrss,►etervarlar �egr«rn.r+ a and~ @WIA'S In IV& , and flr%w, Ctrs k struw W s3 not Urtarlded to rttf bet or wt forth all &Wh miotters SuCh INormatim etto M be Wow" and aorhwad by Othm 1fWWO Owomote title wtlflc~ NOTE Lands ss om harean mer W aWracted for rpm -of-w" wo /or •osemsn% of record JOB Mn R-e•n.w9d ho AkwY iv - r z— I+Nrlrrrn sv , Y C r`r%mr NOMINEE FVU 00 B - l cio -1cP 2 N THD CRAVE MPSON &r-ABBOCIATk"' S INC. ENGINEERS - PLANNERS - SURVEYORS _ _ _-- 35B3 N.W. 53*DSTREEI. FORT LAUDERDALE FLORIDA 33309 (305) 732-6400 - 5154 OKEECCHOBEE BOULEVARD, SUITE 1-D, WEST PALM BEACH, FLORIDA. 33417 (407) 664-1650 NOTE — TM 4 I*TT A WWIMMI OF 91LOM Y, but eNy a lrrphk repbcfta of Ura deac"oft r�iQ�✓.SL/Ta L �!/fdGIP �Q,�� ern' Mvnon. Tban has base ne "d worst, r1wMnY of " nuM� ProP�, or FOR • wtentawrrrts Get la Oaelaa ft WMh the predantbn of firs MNem+even slow I , r, /r SCALE- 'I./ re. ` AWelW r .4.PEO ON Qr ,t oMONT�I OB 1477 .4.p¢ B.Cz B /Q4S 6L/�t/E eVyEC.4�/� .i'UP!/EIO.PS NC ���.4,�EQ p4TE4 P//!/w. Ell \� o Ei✓vElooE LINE Fo.P B. 7>7'`�/ie- QUr[Oa� vE�r Aar '- AaTI/ eplei✓rie ♦ Z r.040 r.� r 3(ow /of k'' .J/�ffT �B OF�B.1/,✓EfT3 DATED: c"v r� if� L . rP/,RT/ON UPDATES and/or REVISIONS DATE BY CICD NOTE The undersignd and CRAVEN-THOMPSON i ASSOCIATES, INC. make n* npresentstions or guaranteas as to the information reflected hereon patsining to easements. rights -of -way, set back kn s, rasan/atiOns, agreements and other similar mattan, and further, this instrument is not intended to reflect or eat forth aft such matters. Such hrfomrtion should be obtained end confirmed by *than through oppmphate title verification. NOTE Lands shown hereon were not abrinetod for Aght-of-way and/or easements of record. JOB NO.DRAWN BY: CHECKED BY: 7- cam, F.B. PG. FILE NO. r+ !. , CK r 6rT 0- / (Z" rO.-d Z� CRAVEN - TH MPSON &. ASSOCIATES INC. ENGINEERS - PLANNERS - SURVEMRS C 5563 N.W. 53- STREET, FORT LAUDERDALE FLORIDA 33309 (305) 739-6400 5164 OKEECHOBE'E BOULEVARD, SUITE 1-D, WEST PALM BEACH, FLORIDA, 33417 (407) W-1650 InOR��"�SC'/1P'TaG OEt�Lof? C�o� P 'll SCAT E' N. T- S. �'B4•oB t8"E J'J)•, f�; fo E 700� NOTE T1f$ W MgT A SKETCH OF Sl RM- but enty a raphic dplalbn of the deeanlptlon aflowi hanoM1 There Im been no field wOr14 vlmWng Of the 'RV"' or tnsnian w" eef In eonrneciien wnh the pnpsntion of the Ndonnnation Mown �A�IL B1 MJED ial✓'C�"f,11' AT �baa�NT���8�7 04 Lie B p/M6 EN✓ELOoE !�i✓EJ' BAJfD oi✓ Z _E�/9QD, 8Y BAJEC�.✓E �A.vv sud�ro,Bs, /NC, /,ra�rEo iloo' l./ATfQ!/�✓E ,EA%Jfi*tENT ��.r.�•t629E /6�� � _ iNEFa� X7d•33:f/"4-1 1R77' ��Jee•o3'dd"4J GIiiLOiNG �I /q�' E. ✓v��o�E dNE fz� jae B[vG i3 � I , t 3 (J) w Z&f2, JHEE7 /9 a<28,�'Efr.T DAM: /� ,0l2e"L-?Z /+ a clf'E rey Tv .�Clar7agNr aEJ�,B�r'�on/ UPDATES and/or REVISIONS DATE BY CICD NOTE The undenignd and CFIAVEN•TMOMPSON i ASSOCIATES, INC. nuke no tpresentatione or guarantees all to the Wonnation reflected hereon pertalning to eaeements, righte-of-way, set back lines, nervation, agreoments and other similar matters, and further, this instrumant is not intended to reflect or eet forth all such matlan. Such Information should be obtained and coMmmd by others through appropriate tells veftfication. NOTE Lends shown hereon were not abstracted for right-of-way and/or casements of record. JOB NO. g¢Oge DRAWN BY: ZiW6E" CHECKED BY: 7-5. F.B. Pfi. FILE NO. CRAVEN �iHC7MPS�4N &ASSOCIATE tNC. ENGINEERS - PLANNERS -SURVEYORS ~` 3563 Ww 53rd Street, Fort Lauderdale, Florida 33309-(305) 739-6400 OFFICES, FORT LAU090DA4.9. WIFST ►ALO MACK ^ FOR = TPdNJ'C'AO�TOG L�y�CDo�r„'Q�� _�N_; SCALE:66Lf - &D�. ENl�lDOE � � 44s.f DATED: TIC4 tfl9 _ T1 "" fs 20 ASKIT'cM OF &AvgW.&O *0600 r•.r� .er«t. «fiM MrtrIMN� owes MNM There &a "so N title verb . 1180Me d me 0~ e00"0" . M 090"' . set is eemm"WM w' w ows wer.se of er Mfwm�*." ww • 6104 QEA,PiMS.t �4.1fD LW �4 %�-eprfrkW0"W _/- r oce. 'Weo 18WIP1 6 E,rvEl4OE u 1 Bar1D a►' v 3 r AM, YrB 0 G/j N-0 ww ErGEP r, /Nc., JOB 'w Ad i-W UPDATES and/a REVISIONS DATE J Sy CKb 4TSo �TGp/ 43 � A�,f Ei✓r 77 S 5� of aaao%,� fvrf�cvE �/iyf�tPQiiAi• /¢ zw2cTrto Ql-rB,: y111? r x0r,reH ;v '9Cre wly? ffx'rP/OrON M4TE The ~sgnW and CRAVEN •T1 WPWN III +SUM , INC. **M nD repew"okaor gkww os oe to IM Mor 01 "Iwcfad hom giNnio aaesnrw�e.r�fe•al•irpy Set pod:wm'f*w"w4'O"q+wft wwcokhw w,offsn. and IvtM►,1Aie irofr,rMnf is not irtendsd fo nflM a sef lash dl sweh wgffe+s Such s+fa►mahon VoA Os oofowsd and CIPIN I sd bl elhsrs 11rom+ appropnofe hlle ssrtlfcohon AU LWWS shorn Mason son otaf•aCMd for r«�A `of -r+ap and /e► sasemeMe of ntwd CODE MO Joe No. Ao-032¢ DRAWN eY : .3777E CHECKED ST : %-S' ►ILE �• CRAVEN 14'156 IPSON & ASSOCIATES INC. • ENGINEERS • PLANNERS • SURVEYORS 3563 INW- 53ra Street KORT LAUmmmA-E . ftomm 33304 ' (ce) 739_6400 OFFICES- FORT LAUDERDA411E, WEST PALM NEACM NOTE Tk4 • f0 A SKETCH OF t{1ihVET.&A e111f ot•ertc e..1ff,M N fr• MMCr►IfiM F��pp gNfl�oiro� KveC� 40,1:W shows Maim Tree. No re.• be told we,% , f6eveMe 40 the $gpapol p1lMrfr . or roR ' MN1ig1e\ Mt i• eei00060• WIr me Mee+ref,�• •f 06 Nhreesfw. rr•r• Mf••• I%/_ SCALE: iyr-f `11 • �ipi ENvE UNEs et�sEo GP,4�RQ.97 v- Sr P ®ASfLi/✓f GONE saw y�s'� p,rtTfp .� /%!AI' If/B, PE�'rS�� .?.Jipv- M" I?B AO. R0. /5,7¢ vw�� v� /1'BQ'03 •dd E" s3¢ iv �3e4 1 .:5¢-, p �� fN�EIA�f �4� 4 93' d pl[D/pG �•/3'437 4✓ ss�-j�3a•� P4 � Epp • N-Q�• S6_ Na4 0 rB IV 73 �- �c,,PliivEi✓y \ r4L3���'� DATED: - UPDATES and/or REVISIONS I DATE I BY 1 Cub E `" � 531Z'06 PO E,v ANT sHff1 "t� vF���//EETcs �'�f'fTC.Y �J.�C'C'DilfQif'NI' G>�`JY�P�OTiO�' �Q The undersigned and CRAVEN •THOWSM B ASSOCIATES , INC. mope no repreamiclons or puo►aMees as to the information reflected hereon pvtoMlelp to ease++ls+lts,rlgnts•of-woy,st1back lines,►ewvCvl *,opfeem "andatgretnlilar motes, and further, this ineirument is riot intended to of WO or set faith all such matters Such information should to obtained and awdirmed Dy others "vw9l appropriate tine vertif,eaton NOTE lands shown henwwerenot abstracted for fight -af-way and/Or eassmenh of record JOB NO. f4.0324 I DRAWN BY 1 r-e' CHECKED BY "T$ CODE OS3T<� -,..+.eia 6ocoo 4 FILE NO CRAVEN •O H PS�ON & ASSOCIATE INC. T ENGINEERS • PLANNERS SURVEYORS 3563fNW 53rd Street, Fort Lauderdale, Florida _33309 (305) 739-6400 OFFICES. FOR 4AU094DA6E, WEST PA411 @EACH FOR *Ai✓f�'.4a�Toc G��Etoa" 4211Py SCALE'_ MITI tMM • to a Sam" Of suRvEr'wo O&ry • resmms 61ntw M I" srrerMl.� MMUe Mram TAw• an 006M aD two •eM . Weems M we as"m oft" t/ . tlr MwN1w ot M NlwrMhM gas" �TfA,MilG,!' �iOJ'EO oa 'C/PPlT.1' D%'�DA1b/✓r11Z "O8 b7 �< Bc.P. �.f/l.La/itiG fil•/rflO�EU�'E1' �4J'£O Ad'L�vlr/rIG1` iA°fov,PE� Br 6i0.Pf !/NE IAND .17/�P/'E/O•P.1', /NC, "TED J 409r ,f �/.tfD J JAN. /PBS I/oa MO. Po Asa¢ \ N ,11Dary mac. EHe4+ N e � 1D CE.vrEPli.Vf vw'p o Pas /5-m I.&) DATED: N. I& vot-to UPDATES and/or REVISIONS DATE BY CK'D JOB NO 64-a3z4 PRAWN BY C►'S Q'ti ��'4Z EAJT Gi[LL fNrclDOEti,trE '1 isda ' !✓A�f.CLitiE ' F' EA,S'EAJfi✓� "Y&Ows'8G E If ej• A/6B014fV0 ;V 'RD.c. Pr v Il,�EfTtr D/tB _rAf5rS J't'ET<H TO AC`'OeW l' A-jel r1a/Y BOL TM ~sq-W and CRAVEN TKIA� I, ASSOCIATES, INC. wroMe n0 twimilnfOlvu or guaroMees 0% 10 W* nforrtdgn tepee ed Mrwn oertawmg to weer•rtu , rgnfs • of -.wlr, SeI boa, Mrtn , retier+etaro , ograernsrYs and alhw t1nfMlar wwfttns , and furww, this instri•nt N net iMv dsd f0 rsf NCI w ee1 forth 0" such wafters Soch nfarnation mould be 0btmntd end ao hr"wd by OIIKs "wm* owapnote lift vwfifacoff" NOTE LOnds Mww hsnan wM not OPOM tea far ISM -Of - end / 0► eeswwft of record :CKEO /Y FILE 00 K 1.3- CRAVEN •THOMPSON & ASSOCIATES INC. ENGINEERS - PLANNERS -SURVEYORS C 35 6 3 1RW 53 rd St . ,. FOPIT LALMROALE . pLOMA 33309 . (3C6; 7 3 9 - 6 4 0 0 OFFICES. FORT LAUDERDALE. WEST PALM INEACw POR : T.P,4n�J'='01' TDL xvELop IrW -.�/^ SCALE : .JT� D] rJ'63•g�� 1 DATED:. i7 / f90 IWIS a W A Immil OF suov[r.ert Wr a ereMwt equuer M 11N MserM,tiM slier" eenw Uses us Ne% •e tole war" , 96e0iq of his Swope eANht . of �ewrrens Nt is "mom~ reri IM owswetiea of M MINIMtoo eriere / Iry ep- �p , �vacE,0 O.v Cy�.2E55 �T4aa4/f.V7 .ZZ"' OB/07 �i/(�/.�Y ENVELOPE "/NEs Bwve'p Aee "Mko BY Lim l.4Na .reWAe~.:Y, INC,, 10A P 3/r/4r .,b,B A10 P. O. /.5D4L UPDATES OW/or REVISIONS DATE 8Y CK'O Job NO. es�n DRAWN BY sr� - s�Er r3 oft sNfETs x1rerew ro ,pcl'oiYlp/�N/' G S�iPiOr�oN The w4ersgnsd and CRAVEN •TMOMPSON a ASSOCIATES, INC. mope no r es�entotons or n perlclrrng to quorontees Ds to the iulornucliar+ refletted hereo eosenwnts , fights - of - cop , set boasreserrmwris , agreemeres and Of* w"or itiatters , and further, this insirm"wnt ill 1101 intended to r!f WO Or set forth *I' such matters Such information should be calcined and Carr}rtrrd by &tws "rwO appropriate title vertificatwn r' NOTE Lands ahoan hereon were not of strocled for fight - of -.rap and / a e01ements of record CHECKED by : - 5- FILE NO • PSON & ASSOCIATES INC. THO1�11 9 CRAVEN . ENGINEERS • PLANNERS SURVEYORS � 3563`NW 53rd rStreet,- Fort Lauderdale, Florida33309 (305) 739-6400 - OFFICES• romT LAYPL•0A�[� rrt><T ftf tm S[Ac" ;"r . LL 'AfKIrCM 0o f1Artv .�,A h rA as do", Is .. _ ._ �m bomm %wo UM "so as NOW ve . wMMt al Mt pelf t ohms • M FOR 7rAN1PA0iTac DEvEloO,Ca�PO .SeO.O.t w a SWOON».... «» ow.r.rete" of « rntr.ier»• Ohr.• .we*@ —N_ SCALE 19,J) JA) �NGf �4J'fD one Cy P4XX Ar yMVhfiONT RL " P 07 Bee AVIZA0110G fiV4flajtr'IN& W'ffo ON 4Wl�//r�GS �PfOiG.Pfl� BI' Q.4ff !/il'E LAND J'!/PVf/a,PJ', /NC:, 00,re .J�17A1' /9BB, A`r�,lE� J JAN-,1484 JOB NO. QO.1404 / f.4J'1 EN`F1�1� f/yF DATED: 74 f4 UPDaTES ;:/or REVISIONS DATE /e C. Or V � ,� �o �sc� • ,�rsrE,P�rrvf �,,� f,IJfir9fvT .�/�ffTrs/O��b 1,�fET3 wmmMM oY CK'D lmt,T,r The un ws,9mW and CMAoi •T"oWoSM S IS.Sp41ATE5 , mF • nraMe nv tor+Inv to r rwew"Ok rt a O,pranhet ae to NM owforw4ocn rHweted heron eoremente,rghlt-of-wav,wboo rrtt"wee vowe,apreerrw" wwat►Mrt�wlitar waiters, and ivN . tit inatnrnent M not intended b reflect or Net farts dl erreh wrattert Sect+ lntorwghan �wdd t* obtaM" end Cool! lrlrled by ashen "WCUO epprppgt! 1�11e eertr/rCoten �+^•KeW awfocted for rqm -at -.ram and/or NOTE^ !Wards thorn M► prNmentl of record r-wFtxrb CODE ro 6, "it- i FILE 1f0 p 13 r ( f S 1NC • CRAVEN •THdw�SON & ASSOCIATE ENGINEERS • PLANNERS -SURVEYORS c 3563 NW,53rd Street, Fort. Lauderdale, Florida 33309 (305) 739-6A00 OFFICES. ronT LAubEmOALE. WEST PALM 59AC14 FOR= T�30NJ'f'.�o/1L�1 QyflDO Lb.P� SCALE=�/�-� 18 (7) wf HUTL Too is to ASRCTC0 a wavgT." *Off .e b ereplog 60011" the Mrs. M»� bs m Th" I= NM M tr" •of$ , e.eelee / we "Opp egMrtl • « . 0ee•M1M Mt is fI1lrNe oo rae wo 00e0010r 6 M M MlerMhee saw" bore.. are Qrir[Gi/'0W 6Wt7, 'f L/AfJ' BA,f£D fA►' eGIPAI✓'GVG.S' Rq'Pf� Br &4JF !/NE LAND J'U�P4E/G.PJ', /NC , Q,OT£D .l AfAY /Ff9B, .arV/,f£D J JAM /989. JO NO. OD. lee4 I G. &p• X Ar. DATED:. �A�/ Z4, 1490 MATES amid/of RMSfONS DATE JOB NO. J DRAWN BY; +r. s.�£T �s of�e9 sy£ETs f�'fTrH Tv ,fcc'ahoANl' DEJc,Q/lion BY CK'D The urge wrod WW CRIWEN.yMM SM S A=0C AM,INC, MOW no r�e�esnta" or 2"w"aes to INidormden ►e/latyed hww partdri�p to eow+MrA*, r.yts-set Opa Yfw, reservat,o4'�"�� and olhr eM+�ar wtptters . and tu► . this irtstnrnant is not i ftwed to of WO gr set forth d1 %Mh vnotters Such pformohan 0 aw'd bs obtoinad atd Cpnttrw d"ERhta "W90 + fsppropnotf tltte eertlt.caten LATE_ 4onds sho w hereemiMaanot ao*+roctad tarr>Oht�bt-r47 Ord/or ptembmitff of record ssssCHECKED By 1Ir. S CODE I�t •VASSOCIATESIN�*C. CRAVEN THOMPSON ENGINEERS • PLANNERS • SURVEYORS 3563 NW,53rd Street, Fort Lauderdalo,Florida 33309 (305) 739_6400 OFFICES• FONT LAuoL•bAL[. •CST PALM b[ACn RIOT E ww �/p�r n� �,/� �r /� T" M go a a"col Or MAv[�,rw �•ry • M•r� �•r�rr•r• M 1M M.enwN. FOR = ���/�a►C ��iTDG frcv�lH' 4 I «w� Mw iN 4•mm a'rrn*~ � « �bos •f me of MN w @" mom Mw � • « -N- Y 5CALE TS. , T, /' .0 E.✓vf[oo� -BviCQr�G � A-zeloa,r 4,pJEO 47N "C'tO J'.!' Ar k tv,0moNr.ZZ QB 107 0¢ Bre QU/LO/NG fN&LORe L1NEJ' BA.IfO 0N,0,egA111P6!' i',PEPAAM-0 BY AM.11Ale lANO J'11PrEA0A=S, IV., ZW r_W S AM" /I'8c+i', ,PfrisEo 3 -1. ,v. Imp. ✓aa N& oo rs0 ¢ .�°° le f grs¢4 6•f 0 L f 8Q• 07 �4e •�"�' P,roPF's °"•�w'°r�Pr�ijl SS E,►�fN� �`.. N /7 54 36 H 4.Wer 2V of�es.VfE/� DATED: r ,�..p/ r9fo XeertH 70 WeraWXMe AJY,Pi�TioAV UPDATES ona /or REVISIONS DATE BY CK'D a THr ~e:gnrd and CRAVEN •iWMPWN a ASSOCIATES, INC. 04*8 no mom rwem"awx or w"ontees a to ow Infanrrlrn rowohd hereon drtdniq to e0sar wts,rpnts- of . wq ,set bOCa Mrs, reservotwne,opr«^'wRti W4 ~ wMar w0f rs, ono fvr* w, Ibis imtr~ M hot intended to WNW Or sel bib dI Owh Putters Such wvfwwAtw rrrld be abtorrd and crorend by alt+ers "wo" h owomme lilt esrt=f=eatm NQTg lends Ww wn hereon were not ebetroeted fw rgM'01-m" ad/or I____ .. ____ A ra/Mhenh of record d0E NO G?tC/ DRAWN By; 0A9g- -r. Ct4ECKED •Y : CODE FILE MO FXff�B�r B "Z DESCRIPTION: (20 FOOT SANITARY EASEMENT) A PORTION OF PARCELS 2 AND 3 "CYPRESS AT WOOD"FONT III" ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 107, PAGE 4 OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA, BEING A STRIP OF LAND 20.00 FEET IN WIDTH LYING 10.00 FEET ON EACH SIDE OF AS MEASURED AT RIGHT ANGLES TO THE FOLLOWING DESCRIBED CENTERLIKES: COMMENCING AT THE SOUTHEAST CORNER OF SAID "CYPRESS AT WOODMONT II1"; THENCE NORTH 89"01'50" WEST. ALONG THE S011T►. LINE OF SAID "CYPRESS AT WOODMONT III", A DISTANCE OF 497.63 FEET; THENCE NORTH 00058110" EAST, TO A POINT ON THE NORTH LINE OF A 20.00 FOOT UTILITY, DRAINAGE AND NON -VEHICULAR ACCESS EASEMENT AS SHOWN ON SAID PLAT, "CYPRESS AT WOODMONT III", SAID POINT ALSO BEING THE POINT OF BEGINNING OF THE FOLLOWING DESCRIBED CENTERLINE, A DISTANCE OF 20.00 FEET, SAID POINT ALSO HEREINAFTER TO BE KNOWN AS POINT 'A'; THENCE NORTH 70°11'15" EAST, TO THE. WESTERLY RIGHT-OF-WAY LINE OF THAT CERTAIN CUL-DE-SAC ABUTTING N.W. 70TH STREET AS SHOWN ON SAID PLAT, "CYPRESS AT WOODMONT III", A DISTANCE OF 160.30 FEET TO THE POINT OF TERMINATION OF THIS DESCRIBED CENTERLINE, SAID POINT HEREINAFTER TO BE KNOWN AS POINT "B", TOGETHER WITH: COMMENCING AT THE AFORESAID POINT "A", THENCE NORTH 89°01150" WEST, ALONG THE SAID NORTH LINE OF THAT 20.00 FOOT UTILITY, DRAINAGE AND NON -VEHICULAR ACCESS EASEMENT, A DISTANCE OF 46.62 FEET TO THE POINT OF BEGINNING OF THE FOLLOWING DESCRIBED CENTERLINE; THENCE NORTH 69°25129" WEST, A DISTANCE OF 153.57 FEET; THENCE NORTH 11°16'39" EAST, A DISTANCE OF 298.37 FEET TO THE POINT OF TERMINATION OF THIS DESCRIBED CENTERLINE; TOGETHER WITH: COMMENCING AT THE AFORESAID POINT "B"; THENCE NORTH 43030'25" EAST, TO A POINT ON THE NORTREASTERLY RIGHT-OF-WAY LINE OF SAID CUL-DE-SAC, A DISTANCE OF 89.77 FEET TO THE POINT OF BEGINNING OF THIS DESCRIBED CENTERLINE: THENCE NORTH 43026'30" EAST, A DISTANCE OF 71.19 FEET TO A POINT, SAID POINT HEREINAFTER TO BE KNOWN AS POINT "C"; THENCE NORTH 29046'30" WEST, A DISTANCE OF 192.87 FEET; THENCE NORTH 44044'42" EAST, A DISTANCE. OF 173.85 FEET TO A POINT, SAID POINT HEREINAFTER TO BE KNOWN AS POINT "D": THENCE NORTH 20050'59" EAST, A DISTANCE OF 125.69 FEET TO A POINT, SAID POINT HEREIItiAFTER TO BE KNOWN AS POINT "E THENCE NORTH 09°57'20" EAST, A DISTANCE OF 175.06 FEET; THENCE SOUTH 83026'33" EAST, A DISTANCE OF 94.56 TO THE POINT OF TERMINATION OF THIS DESCRIBED CENTERLINE. TOGETHER WITH: BEGINNING AT THE AFORESAID POINT "C", THENCE NORTH 56`34'49" EAST, A DISTANCE OF 130.06 FEET TO THE POINT OF TERMINATION OF THIS DESCRIBED CENTERLINE. TOGETHER 14ITH: BEGINNING AT THE AFORESAID POINT "D", THENCE SOUTH 78-32123" EAST, A DISTANCE OF 133.92 FEET TO THE POINT OF TERMINATION OF THIS DESCRIBED CENTERLINE. TOGETHER WITH: BEGINNING AT THE AFORESAID POINT "E", THENCE NORTH 59°02142" WEST, A DISTANCE OF 192.62 FEET TO THE POINT OF TERMINATION OF THIS DESCRIBED CENTERLINE. SHEET 1 OF 8 SHEETS &-A 141611' 13- Z TOGETHER WITH: COMMENCING AT THE SAID SOUTHEAST CORNER OF "CYPRESS AT W OODMONT I11"; THENCE NORTH 89901'50" WEST, ALONG THE SAID SOUTH LINE OF "CYPRESS AT WOODMONT III", A DISTANCE OF 920.16 FEET; THENCE NORTH 00°58'10" EAST, A DISTANCE OF 21.40 FEET TO THE POINT OF BEGINNING OF THE FOLLOWING DESCRIBED CENTERLINE; THENCE NORTH 18*23*14" WEST, TO A POINT ON THE NORTH LINE OF PARCEL 2 AS SHOWN ON SAID PLAT, "CYPRESS AT WOODMONT III", A DISTANCE OF 774.93 FEET, TO THE POINT OF TERMINATION OF THIS DESCRIBED CENTERLINE. LESS AND EXCEPT: (DETAIL "A") COMMENCING AT THE AFORESAID POINT "C"; THENCE SOUTH 43°26'30" WEST, A DISTANCE OF 24.14 FEET; THENCE NORTH 46033'30" WEST, TO A POINT ON THE MOST EASTERLY BUILDING ENVELOPE OF BUILDING 13, AS SHOWN ON DRAWING PREPARED BY BASE LINE LAND SURVEYORS, INC., DATED 2 14 90, A DISTANCE. OF 10.00 FEET TO THE POINT OF BEGINNING OF THE FOLLOWING DESCRIPTION: THENCE SOUTH 00049117" WEST, ALONG THE MOST EASTERLY LINE OF SAID BUILDING ENVELOPE OF BUILDING 13, A DISTANCE OF 15.31 FEET; THENCE NORTH 89°10'42" WEST, ALONG THE SOUTHERLY LINE OF SAID BUILDING ENVELOPE OF BUILDING 13, A DISTANCE OF 14.09 FEET; THENCE NORTH 43"26'30" EAST, ALONG A LINE PARALLEL WITH AND 10.00 FEET NORTH OF AS MEASURED AT RIGHT ANGLES TO THE CENTERLINE OF A PROPOSED 20.00 FOOT SANITARY SEWER EASEMENT, A DISTANCE OF 20.81 FEET TO THE POINT OF BEGINNING. LESS AND EXCEPT: (DETAIL "B") COMMENCING AT THE AFORESAID POINT "C"; THENCE NORTH 29046130" WEST, A DISTANCE OF 29.66 FEET; THENCE SOUTH 60°13'30" WEST, TO A POINT ON THE MOST EASTERLY BUILDING ENVELOPE OF BUILDING 13, AS SHOWN ON DRAWING PREPARED BY BASE LINE LAND SURVEYORS, INC., DATED 2 14 90, A DISTANCE OF 10.00 FEET TO THE POINT OF BEGINNING OF THE FOLLOWING DESCRIPTION; THENCE NORTH 29046'30" WEST, ALONG A LINE PARALLEL WITH AND 10.00 FEET WEST OF AS MEASURED AT RIGHT ANGLES TO THE CENTERLINE OF A PROPOSED 20.00 FOOT SANITARY SEWER EASEMENT, TO A POINT ON SAID BUILDING ENVELOPE OF BUILDING 13, A DISTANCE OF 28.18 FEET; THENCE SOUTH 89°10143" EAST, ALONG A PORTION OF SAID BUILDING ENVELOPE OF BUILDING 13, TO THE EAST MOST NORTHEAST CORNER OF SAID BUILDING 13, A DISTANCE OF 14.34 FEET; THENCE SOUTH 00°49'17" WEST, ALONG THE MOST EASTERLY LINE OF SAID BUILDING ENVELOPE OF BUILDING 13, A DISTANCE OF 24.26 FEET TO THE POINT OF BEGINNING; LESS AND EXCEPT: (DETAIL "C") COMMENCING AT THE AFORESAID POINT "E"; THENCE NORTH 59002142" WEST, A DISTANCE OF 9.12 FEET; THENCE SOUTH 30°57'18" WEST, TO THE NORTHEAST CORNER OF BUILDING ENVELOPE OF BUILDING 16, AS SHOWN ON DRAWING PREPARED BY BASE LINE LAND SURVEYORS, INC., JOB NO. 1504, SHEET 1 OF 2 SHEETS, DATED 3 MAY 1988, REVISED 3 JAN. 1989, A DISTANCE OF 5.39 FEET TO THE POINT OF BEGINNING OF THE FOLLOWING DESCRIPTION; THENCE SOUTH 26041'51" WEST, ALONG THE EASTERLY LINE OF SAID BUILDING ENVELOPE OF BUILDING 16, A DISTANCE OF 4.62 FEET; THENCE NORTH 59002142" WEST, ALONG A LINE PARALLEL WITH AND 10.00 FEET SOUTH OF AS MEASURED AT RIGHT ANGLES TO THE SAID CENTERLINE OF A PROPOSED 20.00 FOOT SANITARY SEWER EASEMENT, TO A POINT ON THE NORTHERLY LINE OF SAID BUILDING ENVELOPE OF BUILDING 16, A DISTANCE OF 62.28 FEET; THENCE SOUTH 63°18'09" EAST, ALONG SAID NORTHERLY LINE OF BUILDING ENVELOPE OF BUILDING 16, A DISTANCE OF 62.11 FEET TO THE POINT OF BEGINNING OF THIS DESCRIPTION; LESS AND EXCEPT: (DETAIL "D") COMMENCING AT THE AFORESAID POINT "E"; THENCE NORTH 59°02'42" WEST, A DISTANCE OF 73.05 FEET; THENCE NORTH 30`57118" EAST, TO A POINT ON THE SOUTHERLY BUILDING ENVELOPE OF BUILDING 17 AS SH94 N ON DRAWING PREPARED BY SHEET 2 OF 8 SHEETS N BASE LINE LAND SURVEYORS, INC., JOB NO. P.O. 1504, SHEET 1 OF 2 SHEETS DATED 3 MAY 1988, REVISED 3 JAN. 1989, A DISTANCE OF 10.00 FEET TO THE POINT OF BEGINNING OF THE FOLLOWING DESCRIPTION; THENCE NORTH 76007'00" WEST, ALONG SAID SOUTHERLY BUILDING ENVELOPE OF BUILDING 17, TO THE SOUTHWEST CORNER OF BUILDING ENVELOPE OF SAID BUILDING 17, A DISTANCE OF 25.96 FEET; THENCE NORTH 13*53100" EAST, ALONG THE WESTERLY BUILDING ENVELOPE OF SAID BUILDING 17, A DISTANCE OF 7.97 FEET; THENCE SOUTH 59°02142" EAST, ALONG A LINE PARALLEL WITH AND 10.00 FEET NORTH OF AS MEASURED AT RIGHT ANGLES TO THE SAID CENTERLINE OF A PROPOSED 20.00 .FOOT SANITARY SEWER EASEMNET, A DISTANCE OF 27.16 FEET TO THE POINT OF BEGINNING. SAID LANDS SITUATE, LYING AND BEING IN THE CITY OF TAMARAC, BROWARD COUNTY, FLORIDA. CERTIFICATE: WE HEREBY CERTIFY THAT THIS DESCRIPTION AND SKETCH CONFORMS TO CHAPTER 21HH-6.006(1), MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING IN THE STATE OF FLORIDA AS ADOPTED BY THE DEPARTMENT OF PROFESSIONAL REGULATION, BOARD OF LAND SURVEYORS, IN SEPTEMBER 1981, AND IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. CRAVEN-THOMPSON & ASSOCIATES, INC. THIS SKETCH IS NOT VALID UNLESS IT BEARS AN lG1NALUR fjND T OMAS C. SHAHAN ��� PROFESSIONAL LAND SURVEYOR NO. 4387 STATE OF FLORIDA SHEET 3 OF 8 SHEETS C X 0 I g/T- B- Z J qt � r t iv .o r n v • `� t N ! r� • a\ i Zv � 1 � ��. A a" / .�` +mil ��,•' � �apr��O ' � Ar + � r ' � W w yW� W n p V P Y� N •� � �• •. d W ID N 8 i/ • i0 1 ! cc — L 7 o '_� ` hu •r• u cc O~ t O i ' t C w V � Cc, _ n W vs v at f , y • N W • = O Ptl H t � • •� Ztl•� Z eat, � f Q W CL. a r 7 Q n „ n ) � r CRAVEN THOMPSON & ASSOCIATES INC. ENGINEERS • PLANNERS SURVEYORS 3563 NW 53ra Street,P;CMT LA"R ALE . Fw>moA 33309 • (305) 739-6400 OFFICES FORT LAUDERDA►,E, WEST PALM •EACH FOR : T, vmy- YAP/TG� OEVfLO�CD-F'P. — Nr SCALE : /" /D'•_•,_ 4U/L-p//✓G eW11fLOPE FD,P gUlLO//VG /3 l3W -5 DATED: OECfMBE�P 2t /F8Q NOTE TMIe 1s �QY •iA[TCw 0� sunvEV,w1 spry a peM�c .eeKrrep twe MeerlNlep snows 146 T►Ne see New Oke fYle reN •ierlwe 4, � gomporoshows , of 0ee.rwerp set in awme"IO& wM Ills erererelrep 0# 11,e M/erM1 «creep &sfel/YGP .6,emv 041 CYG.PfJ'1 DETA/L A " Wr Alawma --i7 B C le v B!!/LD/NG EN!/ELOoEJ' [/NfJ' BY lafrW I?- PpyD SSE X,,Oflrrr✓ rD Zmer, T .5 Of 8 SNE` j UPDATES and/or REVISIONS DATE BY Ctc'O The undersigned and CRAVEN •THOMPSSON 9 ASSOC'ATES,INC make no reesieniotuns dr quorontees as to me etformallan relleCted hereon pertatr 09 to eaeerrtents , rtp11$ • o1- troy , W boca Mies , reservol*m , dQr1*fr*, •s and dlher vw"r matters , and funny, this Instrument n not irrhnoed to 1`e11e0 or sere iKOu� h tholters Such tnformollon Should be Obtained and ConfRmed Dy awophote 11ne vertlllcollon NOTE Lands shown tWeonWere not obstrocled for TIV-01-tray and eosements of record JOB NO DRAWN By CHECKED BY . CODE Cvc^ U e 1 FILE MO CRAVEN - THOMPSON & ASSOCIATES INC. ENGINEERS • PLANNERS SURVEYORS 3563 NW 53rd Street rFOaT LAUMPXALE • f60m^ 33309 i (305) 739-6400 OFFICES FORT LAUDENDnLE, WFST PALM 0EnCn �E This is my • la"Crt W suitvEr,wt *oil a 9r090"c MSKti� N nia Mae.i/tier herom Thote sm Soap of tisse **tit , •,awiss 41 she *Oboe Nrearl/ r at FOR : T�i�/Y.rl.✓o/T�l IWZZ O CD,PO wowowoift is awoctiM Mel IM MitMratNs N 1M raft Ne sM+� Mreas -N~ SCALE* DETA/L Bge;p�� 6�,P BU/!�/Mr ENs�fCUQE C//%C�f B'yff� 10N Q.P.f�ir//rl� �F'fOA,PE� Bi' �'JEL/NE �Ars� JU�rfra.Pi1'; INC . O.gT�'O t ie• sta \ .'IA E aF '6vz6. i3 �� n xeg-/..O /¢ 3¢ r b BUi�DirvG fiYVE�o�E B,11141,0/NG /3 13 W 5 DATED: 1)11rz 9BE,P mac? I've? UPDATES and/or REVISIONS DATE BY IcK'D Joe NO 84-03ea DRAWN by - 517747 CMI _f,,CfTCSw1 ra l r//Yer 45 The unaereigr+ed and CRAVEN •TMOkVSON 0 ASSOCIATES, INC. molrt no twee,er+tolem of 9"ontees as love infor+nalKs+ reflened hereon pertalrr►g to eownent S , r ign) s - of - way, set back IIi1eS , r!!er Vatiarts . agreernlrwS and other mnilor matters, and furiew, this instrument is not 7 gla ded to reflect or set forth all Such matters Such tntormation should be obtained and CD"ftrmed bq others "hough appropriate title vertifica1100 NOTE Lands shown twilm were not abstracted for tight - of -way and / ar easements of record :CKED BY , 1,,. G . CODE COG 2 FILE NO Z CRAVEN THOMPSO N & ASSOCIATES INC.0 ENGINEERS - PLANNERS -SURVEYORS 3563 NW 53rd Street, sow LAIAEPZAI_E - n0mc► 33309 - (305) 739-6400 OFFICES, FORT LAUDIRDALE, wIST PALM 11IAC14 FOR : T.�AO/lOC &Zo/ZQO 404:PP _/v_ SCALE VD—T t T1tls M sw A s+[Tc64 OF SUN vlT,Md sal, • sreoNc M06et�M M w• M�trrNlM wow* bets" 14016 loss 16sp of fold tars , 0600,04 d she tlrs,lRt otisesfr, , M ao""SrN eft it gwooaNr• tea as psperouse go I" tlrt�IMt��w �,1/r• tl.,ee. B£A,F'/NGP BA1V1O ON c'i'.PEJ.1' AT DETA/L C ,O,ylON717I RB /07 BU/LD/NG IeWkezOloz�f_ !/NfJ' BAJfv DN O�PAk///YG O�PEPA�E� B` ,�,1fL/NE LAND fl/,Pl�f/�iP.J,' //►� :, DArEo ,J iY/AY /�B8 /sa4 �Pff'/JfO c,WN 3, /989.� SOB /✓O. �a• DATED: �ff'NBE.P f2 /�89 UPDATES ono/or REVISIONS DOTE I BY I CK'D 'w �i / 0L5 jr, ffrcv 7o Wee 04;ZP I- AOeX' i�'7ro/y �1//fET 7 of 8 SHEETS NOTE The undersigned and CRAVEN •T►4M PSM 9 ASSOCIATES. INC. make no representotiarn or gLwantees as to the info►maton reflected hereon purfotrMno to easements , rlgnts - of -tray, !et bom Wes, reservations , agreements orrd athw slmilor "viers, and further, this Instrument n'lot erlenaed to reflect or set forth all such matters Such information shor+ld be obtained and ca+tlrmed by Othtrs thmgh appropnote tlfk sertlflcotlon NOTE Lands shaven he►sonwe►enoi aostro[ted for right - of-aor and/or easements of retard JOB NO I DRAWN BY �AiIG� GfECKED by G, CODE CUGO Z FILE NO "z INC. . CRAVEN * THOMPSON & ASSOCIATES ENGINEERS• PLANNERS SURVEYORS 3563 NW 53rd Stree�ti0'rr fr.ALMi DA1A "JD" ?A 33309 , (305) 739_6400 OFFICES. FORT LAUDERDALE, WEST PALM BEACft NOT E 7fUS N mv A SAETCA of SURVEY ,W 001, a t•eeMc d"191 en to We Nee•�rt�«' morn bete" there en Men ee two wort , ere.14e of the eeepel e»sertr • tr FOR: 7P.QN,1�i!'�G/T�L O�%ELO� CD�Q .ewe"iw set to SomenWe Wm w s•everefoe of Me Mh•mAt»e sereem SCALE* i f& Ba�y�E`r��-Pry l76(0).5 DATED: Q`Cfil4�E•P I?� Alf 777ES and/or REVISIONS I DATE BY CK'0 o£rA�c D Ar AonaffoNT m pa, B c. ,P ea�p/, ENlifl4oE [/Nf.1' BA.PE4 O/V LiPr4�h//rGtG lowll 9ev5p .8Y Tf4 3 MA� i�9BB.��s ,Pfr/,f4v c/AN..3, �989a JcB �✓o �o PD. C ti .J,ft1-7rr,1 TD 46r0MPA1V/-- MfriP/©T/4/V .SHfErB Jr 8 Si lfET3 NQJL The unosrgntd anti CRAVED •TMOMP`SON A ASSOCIATES, INC. make no rer lclm nM or gupronItes as to the srfo rw*n reflected hereon W10iW19 10 e0eement5, r phis - of - WOY, W boC% Ines , reser vohons , ogreemtrtS and C1hW similar ma"em , and f uritw, this instrument a hot nlsndtd to ref lerl or set forth all such nWtlers SUCK Information should be oblorned anti Corrftn'Md by Others 1h►vugh apMopiole t111t verloflcDllon -NOTE Londs shorn htnon«rerenol oDst►oCled for fight - of - nay and/ar aesemenis of record Joe No 8'r-473Z4 DRAWN BY • S/77E CHECKED BY R G• CODE CDGD e FILE NO �� 1Y11Y 1 T is- 3 / a'r q � DESCRIPTION: A PORTION OF PARCEL 3 -CYPRESS AT WOODMONT III" •ACCORDING TO THE PLAT' THEREOF, AS RECORDED IN PLAT BOOK 107, PAGE 4 OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID "CYPRESS AT W OODMONT III"; THENCE NORTH 89001'50" WEST, ALONG THE SOUTH LINE OF SAID "CYPRESS AT W OODMONT III", A DISTANCE OF 383.98 FEET; THENCE NORTH 00-58110" EAST, TO A POINT ON THE CENTERLINE OF A PROPOSED 15.00 FOOT WATERLINE EASEMENT, A DISTANCE OF 20.00 FEET; THENCE NORTH 12*44123' EAST, A DISTANCE OF 135.21 FEET; THENCE NORTH 58*40147" EAST, A DISTANCE OF 6.20 FEET; THENCE NORTH 31044'40" WEST, A DISTANCE OF 82.02 FEET; THENCE SOUTH 53°22'11" WEST, A DISTANCE OF 5.31 FEET; THE LAST FOUR. (4) COURSES AND DISTANCES BEING ALONG SAID CENTERLINE OF A PROPOSED 15.00 FOOT WATERLINE EASEMENT; THENCE NORTH 36*37149" WEST, TO THE BUILDING ENVELOPE LINE OF BUILDING 12, AS SHOWN ON DRAWING PREPARED BY BASE LINE LAND SURVEYORS INC., JOB NO. P. 0. 1504, DATED 3 MAY 1988, REVISED 3 JAN. 1989, A DISTANCE OF 0.76 FEET TO THE POINT OF BEGINNING OF THE FOLLOWING DESCRIPTION; THENCE SOUTH 53*36130" WEST, ALONG A PORTION OF SAID BUILDING ENVELOPE LINE OF SAID BUILDING 12, A DISTANCE OF 17.19 FEET; THENCE NORTH 36037149" WEST, A DISTANCE OF 6.66 FEET; THENCE NORTH 53022111" EAST, ALONG A LINE PARALLEL WITH AND 7.50 FEET NORTH OF AS MEASURED AT RIGHT ANGLES TO THE SAID CENTERLINE OF A PROPOSED 15.00 FOOT WATERLINE EASEMENT, A DISTANCE OF 15.00 FEET; THENCE NORTH 36637149" WEST, ALONG A LINE PARALLEL WITH AND 7.50 FEET WEST OF AS MEASURED AT RIGHT ANGLES TO THE SAID CENTERLINE OF A PROPOSED 15.00 FOOT WATERLINE EASEMENT, A DISTANCE OF 63.94 FEET; THENCE NORTH 53*36130" EAST, TO THE SAID BUILDING ENVELOPE LINE OF BUILDING 12, A DISTANCE OF 2.49 FEET; THENCE SOUTH 36023'30" EAST, ALONG SAID BUILDING ENVELOPE LINE OF BUILDING 12, A DISTANCE OF 70.67 FEET, TO THE POINT OF BEGINNING OF THIS DESCRIPTION. SAID LANDS SITUATE, LYING AND BEING IN THE CITY OF TAMARAC, FLORIDA AND CONTAINING 266 SQUARE FEET MORE OR LESS. CERTIFICATE: WE HEREBY CERTIFY THAT THIS DESCRIPTION AND SKETCH CONFORMS TO CHAPTER 21HH-6.006(1), MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING IN THE STATE OF FLORIDA AS ADOPTED BY THE DEPARTMENT OF PROFESSIONAL REGULATION, BOARD OF LAND SURVEYORS, IN SEPTEMBER 1981, AND IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. CRAVEN-THOMPSON & ASSOCIATES, INC. THIS SKETCH IS NOT VALID UNLESS IT BEARS AN RIGINA S AT END E THOMAS C. SHAHAN PROFESSIONAL LAND SURVEYOR no. 4357 STATE OF FLORIDA SHEET 1 OF 2 SHEETS BUILDING 12-(y) mic) 0 / .-� r FX H / 01-r B - CRAVEN •THOMPSONr ASSOCIATES INC• ENGINEERS - PLANNERS • SURVEYORS Z 04� #(, C 3463 NW 53M Street pm- L�ftoAE . ftopmA 33309 r (305) .739-6400 OFFICES- FORT LAUDERDALE, WEST PALM A[ACM W . /�Q �s THIS N Nu A ruETOw W aovgv' .wiA *&If A eravok SKIM• er 1M MKryllr r.PWWAIM1 ToZ Allf,4 ,4 G g AI*60 (08 s �Mrr M " w as 6 o fir" twa of 41 a F*AIlos shme r N from: rA••IiM� Mt im qmn'n•u Feu tr» e�ra•m/»� N IM N1�IretiM .� 4Mr.e. ` A46 /07 O< BCR QU/LD/NG ENvfloOe_ Z1&rX B'oSE� pN AP.Ok/rNG .p.em-anno B/' Awma NE LArNO ,!'IJ.PVErD�, /NC, mrzo s mw', /PBB, �Pwlxza .3 ✓AN, /P09• ,V9 NO- NO. /504- SCALE �_ N 53 •j6 ;3a ;E / t. 49' 0*40,01Z' L//Yf fGt� z � • N Cap C�► 'V w p0. \ .rs,?�2d it il✓ S3.ZZ AIR'!-71 •`ma's/' 4a '40 lv BfOC ' S8' dD W7 E' �` t0' /d • 4Q'fd r .dap/ �'oD•38"a E N d�•Or' D" 1vOD'� f®�%� 1/NE 'Csia�rr dr BUILDING 12 (4) u) DATED: 69 6 -I/ /WE' UPDATES one/or REVISION; DATE I BY I CK'D APO C. J'£ Co,P �.Qcf4 .3 'pB. ion P. 6 _*U 9d 19W 107,P¢ dYd ) J'!/EfT P 4,r 2 ,rWer,:1 IffETEh' 74 ,gC�yrgp,Q/�/" DEcIC.PO1 r/anr NOTE The unO %*ad and CRAVEN •THOMPSON d ASSOCIATES, INC. moke no representations or quaontees os to** information refiecw haven peHening to easements,rights-of-way,tit►bock Wm,rew l#QlKl+s,Ogrttetne m ondc"rei"Or matters, and l r"w, this irtetrierient is not itlended to W100 Or wet forth all such rrwtters Such Information Miouid be Obtained and oonfww4d by oftws through Opp►opriote title wtifwation NOTE Lands Shown imm were not oostracted for T40-of-10ap and /Or easements of record JOB NO. 64-03Z44 I DRAWN SY :,W4- CHECKED BY: B.G. CODE PZ>66 Z FILE MO prj- Ore WIZ -E x M 1a /'_ d3-.3 DESCRIPTION: 3 0-F 116 A PORTION OF PARCEL 3 "CYPRESS AT WOODMONT III" ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOR 107, PAGE 4 OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID "CYPRESS AT WOODMONT III"; THENCE NORTH 89001150" WEST, ALONG THE SOUTH LINE OF SAID "CYPRESS AT WOODMONT III", A DISTANCE OF 383.98 FEET; THENCE NORTH 00058110" EAST, TO A POINT ON THE CENTERLINE OF A PROPOSED 15.00 FOOT W AT&RLINE EASEMENT, A DISTANCE OF 20.00 FEET; THENCE NORTH 12°44'23" EAST, A DISTANCE OF 135.21 FEET; THENCE NORTH 58°40147" EAST, A DISTANCE OF 6.20 FEET; THENCE: NORTH 31*44140" WEST, A DISTANCE OF 82.02 FEET; THENCE NORTH 36°37'49" WEST, A DISTANCE OF 17.04 FEET, THE LAST FOUR (4) COURSES AND DISTANCES BEING ALONG THE SAID CENTERLINE OF A PROPOSED 15.00 FOOT WATERLINE EASEMENT; THENCE NORTH 53622111" EAST, TO THE WEST MOST SOUTHWEST CORNER OF BUILDING ENVELOPE OF BUILDING 13, AS SHOWN ON DRAWING PREPARED BY BASE LINE LAND SURVEYORS INC., DATED 2 14 90, A DISTANCE OF 2.15 FEET, SAID POINT ALSO BEING THE POINT OF BEGINNING OF THE FOLLOWING DESCRIPTION; THENCE NORTH 00049'17" EAST, ALONG A PORTION OF THE WEST BUILDING ENVELOPE LINE OF SAID BUILDING 13, A DISTANCE OF 8.79 FEET; THENCE SOUTH 36037'49" EAST, ALONG A LINE PARALLEL WITH AND 7.50 FEET NORTHEAST OF AS MEASURED AT RIGHT ANGLES TO THE SAID CENTERLINE OF A PROPOSED 15.00 FOOT WATERLINE EASEMENT, TO THE SOUTH BUILDING ENVELOPE LINE OF SAID BUILDING 13, A DISTANCE OF 11.07 FEET; THENCE NORTH 89°10'43" WEST, ALONG A PORTION OF SAID BUILDING ENVELOPE LII4E OF BUILDING 13, A DISTANCE OF 6.73 FEET, TO THE POINT OF BEGINNING. SAID LANDS SITUATE, LYING AND BEING IN THE CITY OF TAMARAC, FLORIDA AND CONTAINING 30 SQUARE FEET MORE OR LESS: CERTIFICATE: WE HEREBY CERTIFY THAT THIS DESCRIPTION AND SKETCH CONFORMS TO CHAPTER 21HH-6.006(1), MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING IN THE STATE OF FLORIDA AS ADOPTED BY THE DEPARTMENT OF PROFESSIONAL REGULATION, BOARD OF LAND SURVEYORS, IN SEPTEMBER 1951, AND IS TRUE AND CORRECT TO THE BEST OF MY Y.NOvILEDGE AND BELIEF. CRAVEN-THOMPSON & ASSOCIATES, INC. THIS SKETCH IS NOT VALID UNLESS IT` BEAR 941GINAL.MG UR A THOMAS C. SHAHAN� r PROFESSIONAL LAND SURVEYOR -ti0. ;�+387 STATE OF FLORIDA SHEET 1 OF 2 SHEETS BUILDING 13 /3 LIy V /adz e 3 CRAVEN THOMPSON & ASSOCIATES INC. ENGINEERS • PLANNERS SURVEYORS 'g Of #4 0 3563 NW 53rd Street,"T LAU EAouE • FLCWADA 33309 (305) 739-6400 OFFICES• FORT LAUDERDALE, WEST PALV •EACH NOT E TH1e • IWLT A SKETCH OF SURV9V.bet eery a 41#0NMc ewlc100 M wa eaacrynea /pgypp T•P AA��.i�ArvnOL ECOP �'O�� ww•o Mrw �e bw eeee as told Her& , tfewfal 41 of evepw eweertr , a OR '� ��L... _ _ 008"" er eat ie 4Aecnea nee Qe Neee►strea of as MFer"tiea eheMe - — "raea r d_ SCALE_ &y.ew.-5 BAxe.* ON CrP,P S3 AT wp00�0�/T$ OB. /07 O < B C. AP BU/[O/NG ENvECOoB//✓E,J' BAJrED On/ /Ve,RO W Br 94.PE6 /NE [4/✓O rj1R £YDAPJr /NC., DATED P//¢/ A0 . lk 87�\ .ra ryrxr Lraemre N31a44'40"w lrIvIrl PINE 01r O.POPO.re:E 2 /S. DO ' lrJ.4TEPL/.1/E fAJf/Yl£.VT /ySg ° 40 , 4T E tv' * 010 0-4e 147Y 40000 BUILDING 13 (1) W feE Z DATED: 4RD UPDATES and/or REVISIONS Ns3 �22 ,. E zs NBQ°also"w .383. �g' 4 00. C. A&, -w /? ¢ 13yfE%2 Q� �,-THffT-S J•N1TC�1 T� ,vC�arr�o.9irr QFSc301,P7'10N DATE BY CK'D NOTE The urwersprwd and CRAVEN •T"DMPSON a A OCIATES,INC. moist no representatom or g wonfees as to the informwon reflected im n pertaining to un eoKnts , rights. Of-", set Does Ines , rcse+votans ,agres►netrs Ond COWwmda matters, and frrthe+, "us inelrument is not itbrtded to reflect Or set fum Oil such matters Such information should be Obtained and Conlmt* by Others through opp►opnote bite trerbficobon NOTE- Lands shorn hereon wen not otstrocted fw rtgnt - of -war and/Or Measements of record JOB No 6C 03? DRAWN BY �� CHECKED BY • �• CODE n�e ✓.r �" FILE Md " 14 DESCRIPTION: 54_f T A PORTION OF PARCEL 3 "CYPRESS AT WOODMONT III" ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 107, PAGE 4 OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID "CYPRESS AT WOODMONT III"; THENCE NORTH 89001'50" WEST, ALONG THE SOUTH LINE OF SAID "CYPRESS AT WOODMONT III% A DISTANCE OF 383.98 FEET; THENCE NORTH 00058110" EAST, TO A POINT ON THE CENTERLINE OF A PROPOSED 15.00 FOOT WATERLINE EASEMENT, A DISTANCE OF 20.00 FEET; THENCE NORTH 12°44'23" EAST, A DISTANCE OF 135.21 FEET; THENCE NORTH 58040'47" EAST, A DISTANCE OF 6.20 FEET; THENCE NORTH 31044'40" WEST, A DISTANCE OF 82.02 FEET; THENCE NORTH 36037'49" WEST, A DISTANCE OF 79.30 FEET; THENCE NORTH 33044'00" EAST, A DISTANCE OF 30.73 FEET; THENCE SOUTH 57°37'30" EAST, A DISTANCE OF 7.00 FEET; THENCE NORTH 84°03'28" EAST, A DISTANCE OF 16.45 FEET; THENCE SOUTH 73633'31" EAST, A DISTANCE OF 0.10 FEET, THE LAST EIGHT (8) COURSES AND DISTANCES BEING ALONG THE CENTERLINE OF A PROPOSED 15.00 FOOT WATERLINE EASEMENT; THENCE SOUTH 16*26129" EAST, A DISTANCE OF 1.62 FEET, TO A POINT ON THE NORTH LINE OF BUILDING ENVELOPE FOR BUILDING 13, SAID, POINT ALSO BEING THE POINT OF BEGINNING OF THE FOLLOWING DESCRIPTION; THENCE SOUTH 89010'43" EAST, ALONG A PORTION OF THE SAID NORTH BUILDING ENVELOPE LINE OF BUILDING 13, A DISTANCE OF 19.81 FEET; THENCE SOUTH 73033'31" WEST, A DISTANCE OF 19.70 FEET; THENCE SOUTH 84003'28" WEST, A DISTANCE OF 1.00 FEET, THE LAST TWO (2) DESCRIBED COURSES AND DISTANCES BEING ALONG A LINE PARALLEL WITH AND 7.50 FEET SOUTH OF AS MEASURED AT RIGHT ANGLES TO THE SAID CENTERLINE OF A PROPOSED 15.00 FOOT WATERLINE EASEMENT, THENCE NORTH 00°49117" EAST, ALONG A PORTION OF THE WEST MOST BUILDING ENVELOPE LINE OF SAID BUILDING 13, A DISTANCE OF 5.96 FEET TO THE POINT OF BEGINNING. SAID LANDS SITUATE, LYING AND BEING IN THE CITY OF TAMARAC, FLORIDA AND CONTAINING 61 SQUARE FEET MORE OR LESS: CERTIFICATE: WE HEREBY CERTIFY THAT THIS DESCRIPTION AND SKETCH CONFORMS TO CHAPTER 21HH-6.006(1), MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING IN THE STATE OF FLORIDA AS ADOPTED BY THE DEPARTMENT OF PROFESSIONAL REGULATION, BOARD OF LAND SURVEYORS, IN SEPTEMBER 1981, AND IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. CRAVEN-THOMPSON 6 ASS.00IATES, INC. THIS SKETCH IS NOT VALID UNLESS IT BEARS AN IGINAL SIG ATURE AND' THOMAS C. SHAHAN PROFESSIONAL LAND SURVEYOR'NO.:4387 STATE OF FLORIDA , SHEET 1 OF 2 SHEETS BUILDING 13A -CRAVEN e THOMPSON & ASSOCIATES INC. ENGINEERS - PLANNERS • SURVEYORS (, e ' 4 F C 3563 NW 53rd Street"T L��S - PUDPK ► 33309 r (3M) 739-6400 e7v7OFFICES. FORT LAUDERDALE, WEST •A1.11 UACM VOTE ��ryA /�/J /�� /�� tMle a fW A sKmai of suavg V .wf enrr a ere MMe ree�etw of fee MMCrotrfM �/1 fl��� �� `�� f. V�� eM~� Mqm %of* am eeeO p food *orb , f.ev.wl r Me evopp ire►e Af r Or FOR. � ' NMNree set ie se+wegM• erect OU ereeerstlee of fee Mfamoviee sums Mrees SCALE : N. ?'S. J'S7',37;�-E �-- N.3d°d4 pD'E J0. 73 ' o BfAP/A'GJ' �AJED CW VhWfXX fr A►�OMONT.ZIZ P,6. ,d7 O 4 860 BU/Lp/NG ENAr40REr 114leX GAJ'E10 ON QPAk///YG ,4MON4.1D B/' BA.ffd/NE LA/VD //b'C, OATEw ?-!p- Pa ./v7,f•B,3'.3/E r fd'°/D ai f /1. B/ � • � � • E/✓!/fIO�E!/NEFade N 037 ' .ref+O3 'ff (1/ 4�%✓ ► I� ZOO' N-f/ "W 820��BU/CO/.V� EN!/E�p�E C/it�fc� NSB'404T E CEN7E.PC/A!- Ov" �.POPvrEo /,S 00 • raor 0o C. x1f role ~here 3 9d ' 08 /o) BUILDING 13A (1) W a,.-r Z f!yEEr a a` 2 ,ryEErs DATED: A%A-100tf&7ef/ ?vOWN ,��Yor�rO,9Mr oEfC,PO� iaN UPDATES and/or REVISIONS BATE BY CK'D NOTE The undersigned and CRAVED •THOM1P ON A ASSOCIATES, INC. make no +.�.� r[preeentdlgrK or guaroMles as to 1tr! Rtfarmolgn rtlletted Nerean pfaftairwnp to [dscf+�e+rIS, rignis-of. way, ttetbocnWe%,reservahon,ogreernerRs and otherWmOor matters, and lurfner, this instrument a not Oftnded to ref ISO Or set forth all such matters Such rnlormatron should be obtained and CpO11111 by others through• oWoPhote title ve►thfrcofron N_ OTE Lands than+ paean were not aostrocted fa right - of -way and /or easements of record JOIN NO �i�r GSc �r DRAWN eY �Mc CHECKED BY -� G, CFILE NO ODF `�^ 7- DESCRIPTION: 7 o-f 414 A PORTION OF PARCEL 3 "CYPRESS AT WOODMONT III" ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 107, PAGE 4 OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID "CYPRESS AT WOODMONT III"; THENCE NORTH 89001150" WEST, ALONG THE SOUTH LINE OF SAID "CYPRESS AT WOODMONT III", A DISTANCE OF 287.07 FEET; THENCE NORTH 00058'10" EAST, TO A POINT ON THE NORTHEASTERLY RIGHT-OF-WAY LINE OF THAT CERTAIN CUL-DE-SAC ABUTTING N.W. 70TH STREET AS SHOWN ON SAID PLAT, "CYPRESS AT WOODMONT III", A DISTANCE OF 143.02 FEET; THENCE NORTH 43°26'30" EAST, ALONG THE CENTERLINE OF A PROPOSED 20.00 FOOT SANITARY SEWER EASEMENT, A DISTANCE OF 71.19 FEET; THENCE CONTINUE ALONG SAID CENTERLINE OF A PROPOSED 20.00 FOOT SANITARY SEWER EASEMENT, NORTH 29°46'30" WEST, A DISTANCE OF 29.66 FEET; THENCE SOUTH 60°13'30" WEST, TO A POINT ON THE MOST EASTERLY BUILDING ENVELOPE LINE OF BUILDING 13, AS SHOWN ON DRAWING PREPARED BY BASE LINE LAND SURVEYORS, INC., DATED 2 14 90, A DISTANCE OF 10.00 FEET TO THE POINT OF BEGINNING OF THE POLL94ING DESCRIPTION; THENCE NORTH 29°46'30" WEST, ALONG A LINE PARALLEL WITH AND 10.00 FEET WEST OF AS MEASURED AT RIGHT ANGLES TO THE SAID CENTERLINE OF A PROPOSED 20.00 FOOT SANITARY SEWER EASEMENT, TO THE SAID BUILDING ENVELOPE LINE OF BUILDING 13, A DISTANCE OF 28.18 FEET; THENCE SOUTH 89*10143" EAST, ALONG A PORTION OF SAID BUILDING ENVELOPE LINE OF BUILDING 13, TO THE EAST MOST NORTHEAST CORNER OF SAID BUILDING 13, A DISTANCE OF 14.34 FEET; THENCE SOUTH 00049,17" WEST, ALONG THE SAID MOST EASTERLY BUILDING ENVELOPE LINE OF SAID BUILDING 13, A DISTANCE OF 24.26 FEET TO THE POINT OF BEGINNING. SAID LANDS SITUATE, LYING AND BEING IN THE CITY OF TAMARAC, FLORIDA AND CONTAINING 174 SQUARE FEET MORE OR LESS. CERTIFICATE: WE HEREBY CERTIFY THAT THIS DESCRIPTION AND SKETCH CONFORMS TO CHAPTER 21HH-6.006(1), MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING IN THE STATE OF FLORIDA AS ADOPTED BY THE DEPARTMENT OF PROFESSIONAL REGULATION, BOARD OF LAND SURVEYORS, IN SEPTEMBER 1981, AND IS TRUE AND CORRECT"TO THE BEST OF MY KNOWLEDGE AND BELIEF. CRAVEN-THOMPSON A'ASSDCIATES., INC. THIS SKETCH IS NOT VALID UNLESSJT BEAB5 A ORIGIbIA GNVLIOE AN THOMAS C. SHAHAN . PROFESSIONAL LAND '$URVEYOR_No..,r4387 STATE OF FLORIDA SHEET 1 OF 2 SHEETS BUILDING 13 3r 4 7el) • �X � � � , .8— INC. VEN 9TH MPS N ASSOCIATES CRA O O �� ENGINEERS • PLANNERS • SURVEYORS $ D^� C 3563 NW 53rd Street mm `m E fRO�► 33309 r (305) 73g-640D OFFICES. FORT LAUDEADALE, MEET .ALM REACH 1Mts a My A [KETCH W ilAv[r,Mr1 00I0 • p•NMC /p,t1N• M the M•r•forri" e».......,..,. an .e folio work . ae+Men Of r»....... FOR QEW-0� Co.Pwswn•h et is w•ees*Wiewe prer•reas• of an ,tist"$$er�J .«.+. Mr••. f0l SCALE: ery, 15UILPIN6, >wNVE3.DPE ��` LINE /70�� CEAW-INO16 PAID ON 'OYPRL&.' AT WMPtAONT �~ M. 1,07, m • $ , 5. G: R . ON t7RAW'tjex 5UPREP1 MC) BY W69EWNe tANDA'5U YNtMd& vATe7 14-90 EAJr1Wx11" Nae;111fAJr q- cdwe� `\ ,C O/-, P4 v" we, ,?vX, ��� V ��, J.ory/TA,Pi' JE`�/E�P E.gJfil1ENT.' \`. Po.6 I s b� I lu I EAI BUT.LDINC 13 (9)5 SKETCH TO ACCOMPANY Va50R1 PTION 45WEET z OF 2 SNEU5 DATED: -'7 /99� a rj-as � E MEW. i./W LIFE aac -W caQ A ern, J , �9 /07 0 d I►'B�'O/SO irk Tp7 .5. LINE Pe'vpe ffv ^r waoo Wohrr =. " UPDATES and/or REVISIONS I DATE 6Y I CK'O I NDTE The undersigned and CRAVEN •TMOAAPSON 0 ASSOC'ATES,INC. make no teptesematon$ Or puarantses as 10 the etfOrmohon reltectad WWII pertu-9 10 easement$ , rpr,ts • of -way, ut Dots knes , reservatwns ,agreemeMtt and othr SIMAW Moller$ , and firmer, 1Ms iftatrirnent K not intended to ref IW or set forth all SUCh matters Such tnformdtjon,Mould be attained and Can ~ by ~s through 0WOpnote tote vs/WKohOn NOTE Lands shown twean were not abstracted for right -of -way and /or easements of record 406 NO DRAWN BY/.r�E` CHECKED BY �` . ,� - CODE 7 FILE NO DESCRIPTION: 9 o'F Z 6 A PORTION OF PARCEL 3 "CYPRESS AT WOODMONT III" ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 107, PAGE 4 OF THE PUBLIC RECORDS OF BROW ARD COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID "CYPRESS AT WOODMONT I1I"; THENCE NORTH 89°01'50" WEST, ALONG THE SOUTH LINE OF SAID "CYPRESS AT WOODMONT III", A DISTANCE OF 287.07 FEET; THENCE NORTH 00058'10" EAST, TO THE NORTHEASTERLY RIGHT-OF-WAY LINE OF THAT CERTAIN CUL-DE-SAC ABUTTING N.W. 70TH STREET AS SHOWN ON SAID PLAT, "CYPRESS AT WOODMONT III% A DISTANCE OF 143.02 FEET; THENCE NORTH 43026130" EAST, ALONG A PORTION OF THE CENTERLINE OF A PROPOSED 20.00 FOOT SANITARY SEWER EASEMENT, A DISTANCE OF 26.23 FEET; THENCE NORTH 46°33'30" WEST, TO THE MOST SOUTHERLY BUILDING ENVELOPE LINE OF BUILDING 13, AS SHOWN ON DRAWING PREPARED BY BASE LINE LAND SURVEYORS, INC., DATED, 2 14 90, A DISTANCE OF 10.00 FEET TO THE POINT OF BEGINNING OF THE FOLLOWING DESCRIPTION; THENCE NORTH 43026130" EAST, ALONG A LINE PARALLEL WITH AND 10.00 FEET WEST OF AS MEASURED AT RIGHT ANGLES TO THE SAID CENTERLINE OF A PROPOSED 20.00 FOOT SANITARY SEWER EASEMENT, TO THE MOST EASTERLY BUILDING ENVELOPE LINE OF SAID EUILDING 13, A DISTANCE OF 20.81 FEET; THENCE SOUTH 00°49'17" WEST, ALONG SAID MOST EASTERLY BUILDING ENVELOPE LINE OF BUILDING 13, A DISTANCE OF 15.31 FEET; THENCE NORTH 89*10*42" WEST, ALONG, THE SOUTHERLY BUILDING ENVELOPE LINE OF SAID BUILDING 13 A DISTANCE OF 14.09 FEET TO THE POINT OF BEGINNING. SAID LANDS SITUATE, LYING AND BEING IN THE CITY OF TAMARAC, FLORIDA AND CONTAINING 108 SQUARE FEET MORE OR LESS. CERTIFICATE: WE HEREBY CERTIFY THAT THIS DESCRIPTION AND SKETCH CONFORMS TO CHAPTER 21HH-6.006(1), MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING IN THE STATE OF FLORIDA AS ADOPTED BY THE DEPARTMENT OF PROFESSIONAL REGULATION, BOARD OF LAND SURVEYORS, IN SEPTEMBER 1981, AND IS TRUE AND CORRECT TO THE. BEST OF MY KNOWLEDGE AND BELIEF. - CRAVEN-THOMPSON &,-ASSOCIATE5;'INC . THIS SKETCH IS NOT VALID UNLESS IT C� BEARS AN,9RIGINAL SIGNATURE AND T OMAS C. SHAHAN <<. PROFESSIONAL LAND SURVEYOR NO. 4387 STATE OF FLORIDA SHEET 1 OF 2 SHEETS BUILDING 13A EICrI'19/7- og--,3 CRAVEN • THOMPSON & ASSOCIATES INC • ENGINEERS - PLANNERS -SURVEYORS !O d'� �+ C 3563 NW 53rd Street FORT LAUE)ERWILE • FLCW%DA' 33309 ' (�S) '739-6400 677: OFFICES- FORT LAUDERDALE, MEET PALM BEACH NQTE Two a MT A NnETCM D/ SURVEY ,out 061, • e••1w-C M1Kr»• Of e1s M•rr1N1M TP rVJY.��iTaL Dfl/ELDO CO.P� w"•ww l" 11 Ill 11r. New w• 0 wort • •s of M• otloasew . betro . Or FOR : q •.ww»1rs s•r 1, ..�.«•»w .es «1..•..••.1»..� .» 1«,....1»w .•.�.. Mr•�1, NORTH SCALE=/p1 brEARINENS D 0?4 AT WOvDMONMIM Flb. 107, P. 4, 13 G m- W1ILDIN6 ENVFLOM UNE9 BASED ON OR WIUCA PRIrPAi!D PAY PP6E WS LAND-bDRVE1(0Rg OATW 2-14, fo. .9arlD1i✓G 1iyyerLORE Qai[D/NG 45 C _1 t'� 111 ,four 1Qvz-_ f/✓✓fCDOE 6iNE � / Bove. s� p0 f�ID SHEET 2 OF,? 5HEEM0 5KETGN TO A6C,0M F'ANK M-5GR1 BUILDING 13A %(a) S 0-1 DATED: r6d 27 /9�0 7 TES and/or REVISIONS DATE I 8V I CK'D JOd NO DRAWN BY : 51P1E CHECKED BY! 4 ., y �. tWLY• a �. fyw i.INE a a / C£/1?£�PC/N� DfO,F�7G1�JfD 2D,Gb' J.4N/TA.Pi' .JfiWE.� EasE.�En-r. Rae .rC. CAP 4WAPM 3 ' eV /a p'p er IV B9°!i/'SO'�✓ `8 LINE 'GYPFCgy AT Meter =" NOTE The unoersngrned and GRAVEN •TMOMPSM a ASSOCIATES, INC. make no rep►ewrilotions or guarantees Os tO the information reflected 1*1 n Pw1uhinq 10 eallerwq , rights- of- woy, set Docn Mrnes , ►rservalnons , opreemerfs and OIh1P M"WC r "oilers, ono furitw, this instrument a not wHM+ded to of Isel a set farm all such matters Such MtfOrtnallon should 0e oatanned and CVdrn ed M othWil through owmnate title verfillcotnorr NOTE Lands shown hereon were no, o0stracted for fight -0l-wan and/or easemenh of record FILE NO tS3 CODE if'vLoIL-� Z EAH1417- /3--3 DESCRIPTION: /l of !f(. A PORTION OF PARCEL 3 "CYPRESS AT WOODMONT III" ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 107, PAGE 4 OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID "CYPRESS AT WOODMONT III"; THENCE NORTH 89001'50" WEST, ALONG THE SOUTH LINE OF SAID "CYPRESS AT WOODMONT III% A DISTANCE OF 383.98 FEET; THENCE NORTH 00°58'10" EAST, TO A POINT ON THE CENTERLINE OF A PROPOSED 15.00 FOOT WATERLINE EASEMENT, A DISTANCE OF 20.00 FEET; THENCE NORTH 12044123" EAST, A DISTANCE OF 135.21 FEET; THENCE NORTH 58040147' EAST, A DISTANCE OF 6.20 FEET; THENCE NORTH 31°44140" WEST, A DISTANCE OF 82.02 FEET; THENCE NORTH 36037'49" WEST, A DISTANCE OF 79.30 FEET; THENCE NORTH 33044'00" EAST, A DISTANCE OF 30.73 FEET; THENCE SOUTH 57°37'30" EAST, A DISTANCE OF 7.00 FEET; THENCE NORTH 84003'28" EAST, A DISTANCE OF 11.09 FEET, THE LAST SEVEN (7), COURSES AND DISTANCES BEING ALONG THE SAID CENTERLINE OF A PROPOSED 15.00 FOOT WATERLINE EASEMENT; THENCE NORTH 05*56132" WEST, A DISTANCE OF 2.62 FEET; THENCE NORTH 76013'43" EAST, ALONG THE SOUTH BUILDING ENVELOPE LINE OF BUILDING 14 AS SHOWN ON DRAWING PREPARED BY BASE LINE LAND SURVEYORS INC., JOB NO. P.D. 1504 DATED 3 MAY 1988, A DISTANCE OF 42.00 FEET TO THE POINT OF BEGINNING OF THE FOLLOWING DESCRIPTION; THENCE NORTH 13046'17" WEST, ALONG THE WEST LINE OF UNIT 1, BUILDING 14, AS SHOWN ON SKETCH AND DESCRIPTION PREPARED BY BASE LINE LAND SURVEYORS INC., DATED 27 JUNE 1988, A DISTANCE OF 5.91 FEET; THENCE NORTH 73"33'31" EAST, A DISTANCE OF 17.88 FEET; THENCE NORTH 53031143" EAST, TO THE EAST BUILDING ENVELOPE LINE OF SAID UNIT 1, BUILDING 14, A DISTANCE OF 12.08 FEET; THE LAST TWO (2) COURSES AND DISTANCES BEING ALONG A LINE PARALLEL WITH AND 7.5 FEET NORTH OF AS MEASURED AT RIGHT ANGLES TO THE CENTERLINE OF A PROPOSED 15.00 FOOT WATERLINE EASEMENT; THENCE SOUTH 13*46117" EAST, ALONG SAID EAST BUILDING ENVELOPE LINE TO THE SOUTHEAST CORNER OF SAID UNIT 1, BUILDING 14, A DISTANCE OF 11.40 FEET; THENCE SOUTH 76°13'43" WEST, ALONG SAID SOUTH BUILDING ENVELOPE LINE OF BUILDING 14, A DISTANCE OF 29.00 FEET TO THE POINT OF BEGINNING. SAID LANDS SITUATE, LYING AND BEING IN THE CITY OF TAMARAC, FLORIDA AND CONTAINING 214 SQUARE FEET MORE OR LESS: CERTIFICATE: WE HEREBY CERTIFY THAT THIS DESCRIPTION AND 21HH-6.006(1), MINIMUM TECHNICAL STANDARDS OF FLORIDA AS ADOPTED BY THE DEPARTMENT OF OF LAND SURVEYORS, IN SEPTEMBER 1981, AND OF my KNOWLEDGE AND BELIEF. CRAVEN-THOMPSON & ASSOCIATES, INC. THIS SKETCH IS NOT VALID UNLESS IT BEARS AN ORIGINAL SIGNATURE AND SHEET 1 OF 2 SHEETS BUILDING 14A I`t(j) I J SKETCH CONFORMS TO CHAPTER FOR LAND SURVEYING IN THE STATE PROFESSIONAL REGULATION, BOARD IS TRUE AND CORRECT TO THE BEST THOMAS C. SHAHAN 1. . PROFESSIONAL LAND SURVEYOR NO. ,4387 STATE OF FLORIDA- A w CRAVEN H N & X%SOCIATES- INC. T 0MP SU ENGINEERS -PLANNERS-SURVEYORS /Z Crf f�6 C. Y 3 5 b 3 Nfgl;� 3 .$t tye� FCWT LAMMINCALE . ^ FLOPODA(b 33d44 (305) 73 9.6 4 0.0 OFFICES. FORT LAUDINDALL, Will PALM OCAC14 - FOR t r,�gld{Pe�O/ rocy4'r'14 'PP N SCALE: 417'. N33°44 , jo7j• 35 N °_9aPiv 793o' ^::v 04t ff .4to 4i 8epe I — .✓oo °6B � - "a ■ 20 A saCTC« 0f MAvttv,wl Nlr F pslwe w►KIy6 er ew MK11N{M Mw•ra srq.w laws ON Msw as VON well , w6M•Me d ws swt"r e000r4 . N sNswws{w Nt 1s 4WDFtf{M .rely an P►spre/Nw N 00 .nlsrawrhss M{rmn *roes &r,f,ew6.P &JW 6W C4pA?-X r 147 Aboo,yonyT M AI 107 RA ".. DN DtA�✓IA"6 BU/c��N6 En#rE[OPE L�nErJ AMP mines-'EO 4er omnalrNE z4tl o J 1,ey4)Aa0 p ¢ATED '.l MAi IF84 &rrrf4 -Mv. J. mini JvB ��,PfO B BA� i vE�ND Sv�vE o�.s i�vc�,erOrrvn� A ,*W e7 JUNE / Ma { Z� �� GAtNG 14 •{ �, M • - r .r '�31 S�t' PE wEJs 1/4 S. •�'��•� / j' ¢ j'' w� 2�8� f.[ me N v3 ,a _ � _s j6 �/. 6 3P dd°�Q�B E Nd M-11"o Cfit/Tf,PC/r!/f DF /SGiO' Ar�TEQC/,t�fiOJfiY1ENr- l✓ S8.4ob7 E' 'ato, ^/it°44'431E 1,f6-t1' =� BUILDING 14A 0) t4'1 DATED: JO/n 25, /Q90 UPDATES and/or REVISIONS I DATE By I CK'D oQ e d'E. ehe N °Or SD",tI AA'eE4 3 MO (oB. A97 R4 gCp� J�`ET � oFZJ.�YEfT1T Nr .4Vo r, alOT/a'Y MOIL The wwWsomd and CRAVEN •TTtCisAnM S ASSOCIATES, NC. maws no rep emlatlom or ouwofdees as to ow inform om reftet ted twteon pwtdifli►p to easements, tots •of-way,set bock Ides, reservotans,aprset VftandOttesimilar matters, and 1wrine►, "us instnenent is not Melded to mfiW ar set larch all such matters Such Rllartnahon owd be abtoirlad and aonfinned by attNrs lhrauQh apprapholl thttewwtif{cation NOTE Lands shown hwwm rem not atntrocted fw rWd - of -rroy and /ar easemsms of record Me rvn All.e,n_'aA. nl/aww wv : SMf rsvrrrn ev : R.G rnmr Cad a --..,,, IFILE NO DESCRIPTION: 13 f b A PORTION OF PARCEL 3 "CYPRESS AT WOODMONT III" ACCORDING TO THE PLAT THEREOF, AS RECORDED •IN PLAT BOOK 107, PAGE 4 OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID "CYPRESS AT WOODMONT III"; THENCE NORTH 89001150" WEST, ALONG THE SOUTH LINE OF SAID "CYPRESS AT WOODMONT III", A DISTANCE OF 383.98 FEET; THENCE NORTH 00'58110" EAST, TO A POINT ON THE CENTERLINE OF A PROPOSED 15.00 FOOT WATERLINE EASEMENT, A DISTANCE OF 20.00 FEET; THENCE NORTH 12044'23-'EAST, A DISTANCE OF 135.21 FEET; THENCE NORTH 58040'47" EAST, A DISTANCE OF 6.20 FEET; THENCE NORTH 31*44140" WEST, A DISTANCE OF 82.02 FEET; THENCE NORTH 36*37149" WEST, A DISTANCE OF 79.30 FEET; THENCE NORTH 33°44'00" EAST, A DISTANCE OF 30.73 FEET; THENCE SOUTH 57°37'30" EAST, A DISTANCE OF 7.00 FEET; THENCE NORTH 84003'28" EAST, A DISTANCE OF 11.09 FEET, THE LAST SEVEN (7), COURSES AND DISTANCES BEING ALONG SAID CENTERLINE OF A PROPOSED 15.00 FOOT WATERLINE EASEMENT; THENCE NORTH 05056'32" WEST, A DISTANCE OF 2.62 FEET; THENCE NORTH 76013143" EAST, ALONG THE SOUTH BUILDING ENVELOPE LINE OF BUILDING 14 AS SHOWN ON DRAWING PREPARED BY BASE LINE LAND SURVEYORS INC., JOB NO., P.O. 1504, DATED 3 MAY 1988, A DISTANCE OF OF 22.00 FEET TO THE POINT OF BEGINNING OF THE FOLLOWING DESCRIPTION; THENCE NORTH 13046'17" WEST, ALONG THE WEST LINE OF UNIT 2, BUILDING 14, AS SHOWN ON SKETCH AND DESCRIPTION PREPARED BY BASE LINE_ LAND SURVEYORS INC., DATED 27 JUNE 1988, A DISTANCE OF 4.98 FEET; THENCE NORTH 73°33'31" EAST, ALONG A LINE PARALLEL WITH AND 7.50 FEET NORTH OF AS MEASURED AT RIGHT ANGLES TO THE SAID CENTERLINE OF A PROPOSED 15.00 FOOT WATERLINE EASEMENT TO THE EAST BUILDING LINE OF SAID UNIT 2 BUILDING 14, AS SHOWN ON SKETCH AND DESCRIPTION PREPARED BY BASE LINE LAND SURVEYORS INC., DATED 27 JUNE 1988, A DISTANCE OF 20.02 FEET; THENCE SOUTH 13*46117" EAST, ALONG SAID EAST BUILDING LINE TO THE SOUTHEAST CORNER OF UNIT 2, BUILDING 14, A DISTANCE OF 5.91 FEET; THENCE SOUTH 76013143" WEST, ALONG SAID SOUTH BUILDING ENVELOPE LINE OF BUILDING 14, A DISTANCE OF 20.00 FEET TO THE POINT OF BEGINNING. SAID LANDS SITUATE, LYING AND BEING IN THE CITY OF TA14ARACO FLORIDA AND CONTAINING 109 SQUARE FEET MORE OR LESS: CERTIFICATE: WE HEREBY CERTIFY THAT THIS DESCRIPTION AND 21HH-6.006(1), MINIMUM TECHNICAL STANDARDS OF FLORIDA AS ADOPTED BY THE DEPARTMENT OF OF LAND SURVEYORS, IN SEPTEMBER 1981, AND OF MY KNOWLEDGE AND BELIEF. CRAVEN-THOMPSON A ASSOCIATES, INC. SHEET 1 OF 2 SHEETS BUILDING 14B ZO - lit (7-) �4/ SKETCH CONFORMS TO CHAPTER FOR LAND SURVEYING IN THE STATE PROFESSIONAL REGULATION, BOARD IS TRUE AND CORRE,C,T TO THE BEST THIS SKETCH IS NOT VALID LtNLESS IT BEARS AN 0 INAL S G TUR A D A TH MAS C. SHAHAN PROFESSIONAL LAND.SURVFYOR'NO. 4387 STATE OF FLORIDA N SCALE: Nrr C RAVEN • THOMPSON & ASSOCIATES INC. ENGINEERS PLANNERS • SURVEYORS 356 �iW,_53r¢ �trget;" 1R0101i . HLALHDEmCMIu'T.Y f opwA 3=9 (305) 7,39-6400 OFFICES. SOOT Lau0940ALE, WEST P040 0[AC14 bOTE fMS N w a SKETCH of TWAT srA 0011 0 Srep"t /plebs some Msatpiss *Mews swrsss There am sess se food osr% . remise at as sw"m siwMrty r M atissrmmsMs sat to emwtiss swM w prasweb" M K.s retsnsetras sears sores BEr4,P/Nax "m ON Crmw AT k1opzwa vT_= o� / PB Q¢ 06 0 NG ENVELORC IJrYEJ �OJEO a►' gzyw/N6J PA°EP,9,PE� Br BAfEuNE• LAND .rV,PYEhev OATEO .f i9BB..1prorED j4w J. 19e v. yob 0 Ra. 156 4' ®U/LD/NG L/NEJ' Me' Mlr..S 0,400 ON JWMA' A/YD Arse-ovolI ON A'2oaeEO By Ba rEi/NE 11MO szleaEro es avrEO t7 ✓11NC HIRS. mexr L/NE OF 1 7•QD' � 7P30, — 'QP*'bJ'E.O er*72.PurYE PO.DO'� BUILDING 14B (2) w DATED: - (lag /994 0 1 0'.r aNE or vr✓rr Z UN�i P BU/LD/NG /4 /V 1dQ= s4.� PE wAr�ciNE /Z /if'p/' i.r¢G,j7�E �s ql ISEC�v���z c QF /-4.00 if' 6P:O'Al eo.. 9e' S [/NE "CTs`',PE.1J',�T ,f�DiYIpNT, .iwre Oft 4wnx is S�f�y ry /���oMOANr �Jc,Pr�/pr✓ C. J r col? �.PCEt 3 �B 107 p4- UPDATES and/or REVISIONS DATE BY CK'D BM The unaasiaud and CRAVEN -THOMPSON S ASSOCIATES, INC. motor no rW"emotcns or gLwwttess bs to fhb 0 Rxi ahon reN cted hereon pertaining to easements, rants- of -", set boa fines, resr►vonors ,opreemers and ~ similo► matters, and fv'1Mr,"it inetrwwt is not ingnded to mfiw or set twit) all such Matters Such sMo►mohon sitouid be obtained and awdw Md by ofttere "WON+Oh a opriate title werfifcahon .. i NOTE shaven hersonwere not abstracted for rqM-of-w" and/Or eosements of record JOB NO.IP40324 DRAWN BY: SA11� MEMME CHECKED BY: M G. CODE i•.: FILE 00 DESCRIPTION: • /5- C -f V 6 A PORTION OF PARCEL 3 "CYPRESS AT WOODMONT III" ACCORDING TO TOE PLAT THEREOF, AS RECORDED IN PLAT BOOK 107, PAGE 4 OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID ~CYPRESS AT W OODMONT III % THENCE NORTH 89001150" WEST, ALONG THE SOUTH LINE OF SAID "CYPRESS AT W OODMONT III", A DISTANCE OF 264.41 FEET; THENCE NORTH 00058,10" EAST, TO A POINT ON THE CENTERLINE OF A PROPOSED 15.00 WATERLINE EASEMENT, A DISTANCE OF 109.31 FEET; THENCE NORTH 53'34'54" EAST, A DISTANCE OF 105.90 FEET; THENCE NORTH 34*57140" WEST, A DISTANCE OF 232.90 FEET; THENCE ENCE NORTH 55*02121" EAST, A DISTANCE OF 6.09 FEET: NORTH 34003149' WEST, A DISTANCE OF 79.41 FEET; THENCE SOUTH 53'35153" WEST, A DISTANCE OF 57.73 FEET, THE LAST (5) FIVE COURSES AND DISTANCES BEING ALONG THE SAID CENTERLINE OF A PROPOSED 15.00 FOOT WATERLINE EASEMENT; THENCE SOUTH 36024'07" EAST, TO A POINT ON THE BUILDING ENVELOPE LINE OF BUILDING 14, AS SHOWN ON DRAWING PREPARED BY BASE LINE LAND SURVEYORS INC., JOB NO. P. 0. 1504, DATED 3 MAY 1988, REVISED 3 JAN. 1989, A DISTANCE OF 7.50 FEET, TO THE POINT OF BEGINNING OF THE FOLLOWING DESCRIPTION; THENCE SOUTH 53'35'53" WEST, ALONG A LINE PARALLEL WITH 7.50 FEET SOUTH OF AS MEASURED AT RIGHT ANGLES TO THE SAID CENTERLINE OF A PROPOSED 15.00 FOOT WATERLINE EASEMENT, A DISTANCE OF 11.02 FEET; THENCE NORTH 36024107" WEST, TO A POINT ON SAID BUILDING ENVELOPE LINE OF BUILDING ENVELOPE 14, A DISTANCE OF 12.32 FEET; THENCE SOUTH 58046'17" EAST, ALONG SAID BUILDING ENVELOPE LINE, A DISTANCE OF 10.08 FEET; THENCE NORTH 76'13'43" EAST, A DISTANCE OF 7.79 FEET, TO THE POINT OF BEGINNING OF THIS DESCRIPTION. SAID LANDS SITUATE, LYING AND BEING IN THE CITY OF TAMARAC, FLORIDA AND CONTAINING 40 SQUARE FEET MORE OR LESS. CERTIFICATE: WE HEREBY CERTIFY THAT THIS DESCRIPTION AND SKETCH CONFORMS TO CHAPTER 21HH-6.006(1), MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING IN THE STATE OF FLORIDA AS ADOPTED BY THE DEPARTMENT OF PROFESSIONAL REGULATION, BOARD OF LAND SURVEYORS, IN SEPTEMBER 1981, AND IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. CRAVEN-THOMPSON 6 ASSOCIATES, INC. THIS SKETCH IS NOT VALID UNLESS If— • BEAR,Q.aNgKGINALG TU 0 THOMAS C. SHAHAN Lwf. PROFESSIONAL LAND SURVEYOR NO,-4387 STATE OF FLORIDA i SHEET 1 OF 2 SHEETS BUILDING 14 (3� 1 /of C� w ,P�'x 1413 /T 6- . CRAVEN • THa MPSON I ASSOCIATES INC. ENGINEERS PLANNERS -SURVEYORS eell f 3553' Nw 53rd-.StireetF0mlI LAUDERZE nxwAD► - 33309 (305) 739-*6400 OFFICES • 0r041' LAuotnoA4.9, srf:fiT PALO NEACrr , FOR + TP�IY.4o/TDGIi�LO�'��P r I - SCALE: N7"S �E f - t)trle • �latTCrr Go ewWLt.w eerr s pssMc dyKrrs6 of as Mssrgrios sbw• 690soo %vo Mrs bss so fish von , visaing / ras §.wain ~"I . M aesswsrw sot to wsro"06 weo fss erewelle o M ass nfsrisann srr.rs Usross. ,QEA�'�f &PJf� Ay "C�fl'l AT �gp,NONT�" �Bb7 R4 err. BW D/N6 fNVfl4QE L/ J' BiR1'EO LW v j I' /X'Ary Ryl.Pf4 it JfN.., /9BQ . "NO. PO. /3D4 B[6. fi>WZA0E GW \ BUILDING 14 (3) ,4iP w. -' 4D-1,,Or s5g. j0'/7E .d S S3 3 51 N34'D,�'4q''W Q4/ ' 5 �(150, i- 1G• 13,43,' E 7 79' �D B N53•D� �/•E p 35 S 5 /, OC r G�E'D/rsG fiY�'fLdOE L/rYEFdPf.�l.�• /4 ,� O.PaP/.�'G�;i.4TE�Pl/NEf,I1.J'� N 4•S�'oo"1f P3P 90, *"No AdWhOlvr�Zr"6MV7 BC.P. DATED: lq . -?7 /9!2 UPDATES and/a REVISIONS DATE I BY I CK'D ti �53.J.0f;Ja E iD.T 9p' .0i5Efl"C Qf-2 ,SHEET.s SV,rel' TO ACi'Or1�OA/Yf Q`J'C.P/OrON The wwwsrpned and CRAVEN •THMPSON S ASSOCIATES, INC. moke na rwesenicrie M or puaamess as to wo erfortmach retlecftd franon partaMinG to easenw+ts , riphls - of - w"' set Does Wm, reservodons . opreemeres and othw Omilor motMrs , and farther, this irrstrrrnent is not iiterrded to reflect or set fort+ all such "ratters Such mformahon srrould to obloined and Cpnfrmad lly athNs "WOM l opp►apriate fills artificaton NOTE Londs shown low wetf:frot oastrocted for NM -of -way WWlor eosomsrrts of record JOB NO.?¢_a3za DRAWN BY; -l"P7E CHECKED /Y 4 CODE erO Z FILE 110 `2_4'y- • 1 f ' / c /'7 DESCRIPTION: A PORTION OF PARCEL 3 "CYPRESS AT WOODMONT III". ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 107,,PAGE 4 OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID "CYPRESS AT WOODMONT III"; THENCE NORTH 89*01150" WEST, ALONG THE SOUTH LINE OF SAID "CYPRESS AT WOODMONT III", A DISTANCE OF 383.98 FEET; THENCE NORTH 00°58'10" EAST, TO A POINT ON THE CENTERLINE OF A PROPOSED 15.00 FOOT WATERLINE EASEMENT, A DISTANCE OF 20.00 FEET; THENCE NORTH 12*44123" EAST, A DISTANCE OF 135.21 FEET; THENCE NORTH 58°40'47" EAST, A DISTANCE OF 6.20 FEET; THENCE NORTH 31044140" WEST, A DISTANCE OF 82.02 FEET; THENCE NORTH 36°37'49" WEST, A DISTANCE OF 79.30 FEET; THENCE NORTH 33°44'00" EAST, A DISTANCE OF 30.73 FEET; THENCE SOUTH 57037'30" EAST, A DISTANCE OF 7.00 FEET; THENCE NORTH 84003'28" EAST, A DISTANCE OF 11.09 FEET, THE LAST SEVEN (7) COURSES AND DISTANCES BEING ALONG THE SAID CENTERLINE OF A PROPOSED 15.00 FOOT WATERLINE EASEMENT; THENCE NORTH 05*56132" WEST, TO THE SOUTHERLY MOST SOUTHWEST CORNER OF UNIT 3, BUILDING 14, A DISTANCE OF 2.62 FEET TO THE POINT OF BEGINNING OF THE FOLLOWING DESCRIPTION; THENCE NORTH 13046117" WEST, ALONG THE SOUTHERLY MOST WEST LINE OF UNIT 3 BUILDING 14, A DISTANCE OF 4.93 FEET; THENCE NORTH 84003128" EAST, A DISTANCE OF 5.34 FEET; THENCE NORTH 73*33131" EAST, TO THE EAST BUILDING LINE OF SAID UNIT 3, BUILDING 14, AS SHOWN ON SKETCH AND DESCRIPTION PREPARED BY BASE LINE LAND SURVEYORS INC., DATED 27 JUNE 1988, A DISTANCE OF 16.72 FEET; THE LAST TWO (2) COURSES AND DISTANCES BEING ALONG A LINE PARALLEL WITH AND 7.5 FEET NORTH OF AS MEASURED AT RIGHT ANGLES TO THE CENTERLINE OF SAID PROPOSED 15.00 FOOT WATERLINE EASEMENT; THENCE SOUTH 13046'17" EAST, ALONG SAID EAST BUILDING LINE TO THE SOUTHEAST CORNER OF SAID UNIT 3, BUILDING 14, A DISTANCE OF 4.98 FEET; THENCE SOUTH 76013'43" WEST, ALONG THE SOUTH BUILDING ENVELOPE LINE OF BUILDING 141 A DISTANCE OF 22.00 FEET TO THE POINT OF BEGINNING. SAID LANDS SITUATE, LYING AND BEING IN THE CITY OF TAMARAC, FLORIDA AND CONTAINING 101 SQUARE FEET MORE OR LESS: CERTIFICATE: WE HEREBY CERTIFY THAT THIS DESCRIPTION AND SKETCH CONFORMS TO CHAPTER 21HH-6.006(1), MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING IN THE STATE OF FLORIDA AS ADOPTED BY THE DEPARTMENT OF PROFESSIONAL REGULATIOA', BOARD OF LAND SURVEYORS, IN SEPTEMBER 1981, AND IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. CRAVEN-THOMPSON & ASSOCIATES, INC. THIS SKETCH IS NOT VALID UNLESS IT BEARS AN p INAL S N U •`` _A THOMAS C. SHAHAN PROFESSIONAL LAND SURVEYOR NO.,.'4387 STATE OF FLORIDA - SHEET 1 OF 2 SHEETS BUILDING 14C r- . R MPSO�I & ASSOCIATES- INC. C AVEN •TH O _ ENGINEERS • PLANNERS • SURVEYORS Q �►'F �. 356317 NW.5 3 fdw.St=ee t Pon LALRDEmoAL E 677rIg o 33349 (305) 7 3 9 w 6 4 0 0 OFFICES. FORT LAUDERDALE. WEST PALM BEACH FOR = T,PgNJY�Oi roc DEvElg? C�,P� SCALE: A1_7,'jZ._ DATED k/ff'"_ L//YE OF UNiTj nl39 w4 o 30.7.3' S" T" a W A Sn"c" Or is Vgv,r14 *011'a 0.0sw *owl M .f sN 1"wr4r{M "ews srnsn %we Or .... •0 go" 1980,1A , NNMe A as @WNW M►.»r Ms "aft Mt i. IiluteiM. 1rA .Me M.M�•iN. M rM M1MMtN. e.w. UN... Ar*m/NCJ' B�fEO aN C/�.f .!J' AT !✓oaDMoNT.aL & 107 P- 4 som,91N6 e1vwe,DOGr el wp AM429 On/ o100-1,Vax 100w, I.mo ar tasElwe, [ANc �'v.PffnWr oarEo r7 MAr 194MI RYINIP ./.4N. ,j, i�89. ✓oB rPa 1Sa4 LVSC,P/PT10N O,PfoA.PEO B/' BAfEL/NE LAND .JU�P!'fIO�.f' AMID 11 ✓11rve AM msf uNiT 3 � 3 Z Nil°444p & ar' ,.Rv,pvsf,0 Cfmr4TIMF 0'r1.5 p0 F190r Aw77, L1wzf E.o.Pf.HE11'r. - ,,/Aaaa 0 BUILDING 14C (3) w Zo'. Z JQ)7 Z&, /99D UPDATES and/or REVISIONS DATE I eY CK'D Al20.. fE' Cble pe _ 9 *i?C'EG 3 xG. /0.7Q¢ .r�tarlvPff � 7por xweerr2 0�� JHfET�T ILQM The unaersWed and CRAVEN-TNOWSCIN S ASSOCIATES, INC. ^M no revesentolons a► guwmdees as to the information reflected hereon P vtok*g to eauvnsnts, ruts- of - way, fee Noes tones, reservWWS, ogress and deft 1001001 matted, and fLw"w, this irrstrurrNnt is not intended to reflect or set brth all such mattes Such Rnfor rmhon mmid to obtained and cwd rmW by t) 6 "INUO owwriate title wrfificatton NOTE Londe shown hs.eonwere not mntroc*d for fight -of-w" and/Or eosements of record JOB NO. Bd 032¢ I DRAWN BY: SIP4: CHECKED BY: 6.G. —7'2CODE o FILE No -r✓ar�� P,Cff fQ/T- 6-3 � DESCRIPTION: 19 e-f l 6 A PORTION OF PARCEL 3 "CYPRESS AT WOODMONT III" ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 107, PAGE 4 OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID "CYPRESS AT WOODMONT III"; THENCE NORTH 89001150" WEST, ALONG THE SOUTH LINE OF SAID "CYPRESS AT WOODMONT III", A DISTANCE OF 264.41 FEET; THENCE NORTH 00058110" EAST, TO A POINT ON THE CENTERLINE OF A PROPOSED 15.00 FOOT WATERLINE EASEMENT, A DISTANCE OF 109.31 FEET; THENCE NORTH 53034'54" EAST, A DISTANCE OF 105.90 FEET; THENCE NORTH 34-57'40" WEST, A DISTANCE OF 232.90 FEET; THENCE NORTH 55002'21" EAST, A DISTANCE OF 6.09 FEET; THENCE. NORTH 34003149" WEST, A DISTANCE OF 79.41 FEET; THENCE NORTH 39°11142" WEST, A DISTANCE OF 21.19 FEET; THENCE NORTH 56°39'49" EAST, A DISTANCE OF 9.30 ' FEET; THENCE NORTH 52044'08" EAST, A DISTANCE OF 47.80 FEET; THENCE NORTH 37035'13" EAST, A DISTANCE OF 5.99 FEET; THENCE NORTH 68014140" WEST, A DISTANCE OF 3.59 FEET, THE LAST (9) NINE COURSES AND DISTANCES BEING ALONG THE SAID PROPOSED CENTERLINE OF A 15.00 FOOT WATERLINE EASEMENT; THENCE NORTH 21°45'20" EAST, TO -THE SOUTHEAST CORNER OF BUILDING ENVELOPE FOR BUILDING 15, AS SHOWN ON DRAWING PREPARED BY BASE LINE LAND SURVEYORS INC., JOB NO- P. 0. 1504, DATED 3 MAY 1988, REVISED 3 .JAN. 1989, A DISTANCE OF 6.83 FEET, TO THE POINT OF BEGINNING OF THE FOLLOWING DESCRIPTION; THENCE NORTH 79°39'19" WEST, ALONG THE SOUTH LINE OF SAID BUILDING ENVELOPE LINE OF BUILDING 15, A DISTANCE OF 11.87 FEET; THENCE NORTH 21045'20" EAST, A DISTANCE OF 3.01 FEET; THENCE SOUTH 68*14140" EAST, ALONG A LINE PARALLEL WITH 7.50 FEET NORTH OF AS MEASURED AT RIGHT ANGLES TO THE SAID CENTERLINE OF A PROPOSED 15.00 FOOT WATERLINE EASEMENT, A DISTANCE OF 8.29 FEET; THENCE NORTH 26°18'20" EAST, ALONG A LINE PARALLEL WITH AND 7.50 FEET WEST OF AS MEASURED AT RIGHT ANGLES TO THE SAID PROPOSED CENTERLINE OF A 15.00 FOOT WATERLINE EASEMENT, A DISTANCE OF 11.42 FEET; THENCE SOUTH 10*20141" WEST, ALONG SAID EAST LINE OF BUILDING 15, A DISTANCE OF 12.30 FEET, TO THE POINT OF BEGINNING OF THIS DESCRIPTION. SAID LANDS SITUATE, LYING AND BEING IN THE CITY OF TAMARAC, FLORIDA AND CONTAINING 40 SQUARE FEET MORE OR LESS. CERTIFICATE: WE HEREBY CERTIFY THAT THIS DESCRIPTION AND SKETCH CONFORMS TO CHAPTER 21HH-6.006(1), MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING .IN THE STATE OF FLORIDA AS ADOPTED BY THE DEPARTMENT OF PROFESSIONAL REGULATION, BOARD OF LAND SURVEYORS, IN SEPTEMBER 1981, AND IS TRUE AND CORRECT•TO..THE BEST OF MY KNOWLEDGE AND BELIEF. CRAVEN-THOMPSON ASSOCIATES, INC. THIS SKETCH IS NOT VAL16 UNLESS IT BEARS AN RIGINAL SIGNATURE AND , E SI�RI►E 'S _A�� THOMAS C. SHAHAN PROFESSIONAL LAND SURVEYOR -NO. 4387 STATE OF FLORIDA SHEET 1 OF 2 SHEETS BUILDING 15 h 5�4) 40 E 7n t11d,T 0-3 ASSOCIATES INC. . CRAVEN • THOMPSON & ASSOC ENGINEERS - PLANNERS -SURVEYORS67 356&.'Nw• 53rd• .street f=OW LALM�R RXW DA 33309 - OM; 739!b400 OFFICES. EOST LAUDINDAL1, W9lT PALM 01ACH IxWM FOR � >.t•AN•r�4DirOG A�rfloa L?s�PO y_ SCALE: NtL -- tayli T"Is M SLY sapt" Of sWvET,erl eair a eres*tc M►Kt'" stwo MKriMiop WWWO Ames T6ers %ft M*a at felt ran . vieriwe •was O."W egMrh • er wNMMM. Mf to of pr.Mrerle. M We Mfere too MM� lM�.. M1,1101966 �fA�/ACsi' QAJfG Oi!' 'C/i�.�G .•J Af /f�DA�/► � i!� ~O6 b7 i. i 6c,P. N � lup JUG o-Kr, O Me,")W J fi' If" Br JOB '1 P.O 1604 WrAl f lov \ %A - lie Eo.P txaG..cr c•� w �(� / �Q� r {� 1 Burr ATM fNrElDOE�.frF a , 5 � Wa r+ \%E �sz •ddoa E ,4 Lejq "f9'E 93o' /✓..?P •i/ 4z "y i ,� �O rS� 6/.O.rl.PliNE f.9,1Ei17EidT .V so /�'d'•�S'PD E � B.3' NJ., txS%3'E fyq' P✓34.03'490 hs /✓SJ" Od ri E i✓3Cd�' do ''w s� Pjt.9o' lov.sd •3a ssa'E ^'Oo•JdipE is C .rE Coe &fRcf� / .v aF-a, So'Al6r P4041 • /� /oP P. 4 BUILDING 15 f•: ,,WW;l'" MW..0.7 od ePcrt� .!�/Ef1-t We JfTT.S YO/y DATED: . I 1220 RETCH To ACZ'aMoANf' Lck''e P UPDATES am/or REVISIONS DATE I BY I CK'D JUM The undersigned and CRAVEN •TW WPSM 6 ASSOCIATES, INC, m0ke no rennic"i +s or quoronlees 05 to the ift'll ton reflected hereon pertaining to eoeernenls,rip+ts- of.way, sel boa Ynas,retervahons,0gree�►s and dtt+er ernilar n ahem , ma lirthe►, this inelrument is not file ded to teflec► Or set forth d1 such Wootte►s Such ntor"tion !wind be obtained and WMrttied Dy WtWs thou0 opprogwiate hfle vertificotion NOTE Lands shown harem were not abstracted for nQW - of -w" Wid /Or easements of record JOS Mn 94-05Z4 MRAWN wY : c aSt - vn•. crECKEa /1f : Pi.G . CODE �•��� FILE NO DESCRIPTION: A PORTION OF PARCEL 3 "CYPRESS AT WOODMONT III" ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 107, PAGE 4 OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID "CYPRESS AT WOODMONT III"; THENCE NORTH 89'01'50" WEST, ALONG THE SOUTH LINE Or SAID "CYPRESS AT WOODMONT III", A DISTANCE OF 264.41 FEET; THENCE NORTH 00058'10" EAST, A DISTANCE OF 109.31 FEET; THENCE NORTH 53'34'54" EAST, A DISTANCE OF 105.90 FEET; THENCE NORTH 34'57'40" WEST, A DISTANCE OF 232.90 FEET; THENCE NORTH 55'02'21" EAST, A DISTANCE OF 6.09 FEET; THENCE NORTH 34*03149" WEST, A DISTANCE OF 79.41 FEET; THENCE NORTH 39*11142" WEST, A DISTANCE OF 21.19 FEET; THENCE NORTH 56039'49" EAST, A DISTANCE OF 9.30 FEET; THENCE NORTH 52*44108' EAST, A DISTANCE OF 47.80 FEET; THENCE NORTH 37035'13" EAST, A DISTANCE OF 5.99 FEET; THENCE NORTH 26'18'20" EAST, A DISTANCE OF 32.17 FEET; THENCE SOUTH 63041140" EAST, A DISTANCE OF 1.88 FEET, TO THE POINT OF BEGINNING OF THE FOLLOWING DESCRIPTION; THENCE NORTH 26'41151" EAST, ALONG THE WEST BUILDING ENVELOPE LINE OF BUILDING 16 AS SHOWN ON DRAWING PREPARED BY BASE LINE LAND SURVEYORS INC., DATED 3 MAY 1988, REVISED 3 JAN. 1989, A DISTANCE OF 29.00 FEET; THENCE SOUTH 63*181.09" EAST, ALONG THE NORTH BUILDING ENVELOPE LINE OF UNIT 1, AS SHOWN ON SKETCH AND DESCRIPTION PREPARED BY BASE LINE LAND SURVEYORS INC., DATED 27 JUNE 1988, A DISTANCE OF 5.42 FEET; THENCE SOUTH 26*18120" WEST, ALONG A LINE PARALLEL WITH AND 7.50 FEET EAST AS MEASURED AT RIGHT ANGLES TO THE CENTERLINE OF A PROPOSED 15.00 FOOT WATERLINE EASEMENT, A DISTANCE OF 29.00 FEET; THENCE NORTH 63018109" WEST, A DISTANCE OF 5.62 FEET TO THE POINT OF BEGINNING. SAID LANDS LYING AND BEING IN THE CITY OF TAMARAC, BROWARD COUNTY, FLORIDA AND CONTAINING 160 SQUARE FEET MORE OR LESS. CERTIFICATE: WE HEREBY CERTIFY THAT THIS DESCRIPTION AND SKETCH CONFORMS TO CHAPTER 21HH-6.006(1), MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING IN THE STATE OF FLORIDA AS ADOPTED BY THE DEPARTMENT OF PROFESSIONAL REGULATION, BOARD OF LAND SURVEYORS, IN SEPTEMBER 1981, AND IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. CRAVEN-THOMPSON &_ ASSOCIATES, INC. THIS SKETCH IS NOT VALID UNLESS IT BEARS AN IGINAL SIG ATU AND _ . Y THOMAS C. SHAHAN PROFESSIONAL LAND SURVEYOR N0.'4387 STATE OF FLORIDA SHEET 1 OF 2 SHEETS BUILDING 16 160) uj —CRAVEN e THOMPSON & ASSOCIATES INC. ENGINEERS • PLANNERS -SURVEYORS 4.2- .•-� (p �. ~~ 3563- NW- 53rd.StseetrM LAUMPZAA ftDON A 33309 (305) 739-6400 OFFICES. Izo11T LAuoE11bALE. WEST PALM *EACH n s is Ul A SKETCH OF "Vll r . wr wr • p. Mrc M".r 6r M w. do" 10100 r,PAi✓JY'�Oi rv� DErE�caP co.PP ,»........ Tbwo «« "es M t4N. +evil . 90016e 40 va FOR : w,ewr�rier Nt /s Sett~ weu tat Prte.r.r�r. M rIU wttrMhN Mil+• Mrt... A/ SCALE : I• rS. - / JeXr B!//.1,01AG fNMfl4,T- f.O�pfh1E T-" ./'`j •'��pE � AIL c `2 rr• s� �ti 'rSB°39 ¢9"E Qao' /r"3Q°ii qt�•� ° zir�' ^' 34 od'49",r✓ r►'S3'G�Z/"E PB. J07 P4 XR 8u/LD/N6 ENvELOPEf L//VEr!' 8,0.!ED GHQ/ ��1oe�v BY .�oJEL/NE C•vND .P!/PVE��Q � �TED sumolNG [/Nex ae !/N/ro- A'cnf-v -cw Jroyre,,4" &,f[,el,crA V �, O.aPfO B/' BAJfL/NE LANO JY/.Pl�fYO,PJ' /NC. Mr,60 P7 ✓[/IVE �D6' ENv L/nr/ T / BLDG, 16 p '0AftP iS. oo " ��9TI,PC��./E E,(Jr1IEn/7- /✓err*'s"' 4D °k/ z3r. 90 • 'IV.53 •.3a S4 E �iaS 90 �'0o?5�'rre e4e OF ®f,e en 3 BUILDING 16(1 G) '�gp°�/;so',v 2fL.!✓' oB. /o� f�4- � evil uaE 1cr0A&wss Ar ,wdoo aian�r five r e ev � sHfErs (Pile. /Oi R4 aC,P� DATED: Jan. e•' NO rl&ETcy To/orIOAI UPDATES and/or REVISIONS DATE BY CK'D JL2M The woerSogrred and CRAVEN •TMOMMON O ASSOCIATES, INC. ROM no rW*wntatcrn or 9"oMeN as to 1M rdormascn reliecled hereon prt*4hg 10 lOelrtMnt>v,r�tt-0(.r+oy,fetppp�MrMs,rle[+rali0ne,aprf�e^�e's anddll�Mmilo► n+oners , and fafh '" it instrument is not o wwad to 10wo or Set farlh oil such matters SuCh mformatian Should be obtained and cwdrmsd bar others throvO oporapiote film w1lifocatlon NOTE Londe shorty► harem wmnat abstracted for nqM-of away and/or eotemerns of record Joe NO- B4r-o3a¢ DRAWN By CHECKED BY CODE : FILE NO RAG, r+nrn r r � � DESCRIPTION: Z 3 e"f z b A PORTION OF PARCEL 3 "CYPRESS AT WOODMONT III" ACCORDING TO THE PLAT THEREOF, AS' RECORDED IN PLAT BOOK 107, PAGE 4 OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID "CYPRESS AT WOODMONT III"; THENCE NORTH 89*01150" WEST, ALONG THE SOUTH LINE OF SAID "CYPRESS AT WOODMONT III", A DISTANCE OF 264.41 FEET; THENCE NORTH 00*58110" EAST, A DISTANCE OF 109.31 FEET; THENCE NORTH 53*34154" EAST, A DISTANCE OF 105.90 FEET; THENCE NORTH 34*57140" WEST, A DISTANCE OF 232.90 FEET; THENCE NORTH 55002121" EAST, A DISTANCE OF 6.09 FEET; THENCE NORTH 34003149" WEST, A DISTANCE OF 79.41 FEET; THENCE NORTH 39011'42" WEST, A DISTANCE OF 21.19 FEET; THENCE NORTH 56039'49" EAST, A DISTANCE OF 9.30 FEET; THENCE NORTH 52°44'08" EAST, A DISTANCE OF 47.80 FEET; THENCE NORTH 37°35'13" EAST, A DISTANCE OF 5.99 FEET; THENCE NORTH 26018'20" EAST, A DISTANCE OF 32.17 FEET; THENCE SOUTH 63*41140" EAST, A DISTANCE OF 1.88 FEET; THENCE NORTH 26041'51" EAST, ALONG THE WEST BUILDING ENVELOPE LINE OF BUILDING 16, AS SHOWN ON DRAWING PREPARED BY BASE LINE LAND SURVEYORS INC•, DATED 3 MAY 1988, REVISED 3 JAN. 1989, A DISTANCE OF 29.00 FEET TO THE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE CONTINUE' NORTH 26`41151" EAST, TO THE NORTHWEST CORNER OF BUILDING 16, UNIT 2, AS SHOWN ON SKETCH AND DESCRIPTION PREPARED BY BASE LINE LAND SURVYORS INC., DATED 27 JUNE 1988, A DISTANCE OF 20.00 FEET; THENCE SOUTH 63'18'09" EAST, ALONG THE NORTH BUILDING ENVELOPE LINE OF SAID UNIT 2, A DISTANCE OF 5.29 FEET; THENCE SOUTH 26018'20" WEST, ALONG A LINE PARALLEL WITH AND 7.50 FEET EAST OF AS MEASURED AT RIGHT ANGLES TO THE CENTERLINE OF A PROPOSED 15.00 FOOT WATERLINE EASEMENT, A DISTANCE OF 20.00 FEET; THENCE NORTH 63°18'09" WEST, A DISTANCE OF 5.42 FEET TO THE POINT OF BEGINNING. SAID LANDS LYING AND BEING IN THE CITY OF' TAMARAC, BROWARD COUNTY, FLORIDA AND CONTAINING 107 SQUARE FEET MORE OR LESS. CERTIFICATE: WE HEREBY CERTIFY THAT THIS DESCRIPTION AND SKETCH CONFORMS TO CHAPTER 21HH-6.006(1), MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING IN THE STATE OF FLORIDA AS ADOPTED BY THE DEPARTMENT OF PROFESSIONAL REGULATION, BOARD OF LAND SURVEYORS, IN SEPTEMBER 1981, AND IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. CRAVEN-THOMPSON &.ASSOCIATES, INC. THIS SKETCH IS NOT VALID UNLESS IT BEARS AN 0 IGINAL SIGNATUV VD AN Y r THOMAS C. SHAHAN PROFESSIONAL LAND SURVEYOR NO._4387 STATE OF FLORIDA SHEET 1 OF 2 SHEETS BUILDING 16A A (1) w EAH 1G /T a-3 CRAVEN , THOMPSON & ASSOCIATES INC.' ENGINEERS PLANNERS -SURVEYORS 2 o"f� 3563 KW.-S3rA 6treet- PORT �,AL0Ef uLE . 33309 •- (305i i39-6400 .OFFICES. io11T LAMKIDAlt, *95T FA4Y l"c" FOR : r�PANJ'8gO/ 7oC OEyE[aly Coto N.4 V. [ro4PNf,P SCALE: mme Ac NZC°ar,Si E i N16'/d'rp ysZ �44'4C"E C7. �o' i''SG °.39 49"E f'3o ^V 3 a-o5'49"w I--79Or' W.f5' of ?/'E — 46,v9' jWTMy a A Imucli Of "Vtr ,ow 00#9 s errrrtc MSKc+• M we MKrwi" 6"We AereM Wem ima "ON its tow +er. , Nsaml d as e•spa vmt-f. r M •ssssrs set is sesseenss wo w ersMnnss of Ow NEW l N• ssrs Mrses. ty, jwWr BAJED o� cro,PE.rs .FrA4;ovwoPr A Q. ecP /e�� earLDi/YG Ei1'vf[ooE [ Arf B,fs£� 6N.O,P.4v1*6 � b ��A•PEO B/' t�AJEL/NE lA/y0 JYGP!'t"%D,P.1' S� h rqd P4/ apT49 3 AM'W' /Q88 . MIX20 QaaiawG t/aer MP 4Wlrs AfW40 lW XAErry A'WIP A-jrWM,r,0V PWoA.�o er �sEt�rvE [AiYo jfllAW~,r Aram. ZW7W rP Mae- t*8e. �►� g _0'nW iS. oa" G/•>'TaPD�niE 449MV7- ^Vf4'3'7'40'4✓ —t3z. 9o' ^'A0 °-fa &4 E BUILDING 16A (2) W N89"pr'So"r✓ Pd¢-0/' DATED; Jan. ?Q /0A4 !re ap oa A"e") UPDATES and/or REVISIONS DATE BY CKb MOTs The WNWNprwd and CRAVEN •TWWPSM & ASSOL"IAl",INC. Table no rep►esentotcrA or puorontees as toy* iM w,.xp*n reflected Mason patdring to eoeenwnts, r�+ts- of - �, er boas lines, nee•votwns ,op►e+n+s+e's and o►ttw aanila trotters, and further, this instrument is not k= IwWad to reflect or set forth all such trotters Such information should be obtained and GoMr"wd by atfw/s fNat1� appropriate title wrtifcow NOTE__ Londs shown !moo were not abstracted for r4M-01-way a+d/a easements of record PD. a ,rc coe Awlelm 3 -PB ro7 x, 1,¢ ram•• XM74,y To Atka y.,P,4f)V OF2 .sx,'EET.S DEJYiP/Or/oN Jae KO e4-03z.4— 1 DRAWN eY : SME vs-s _4.�rrr .4� FILE NO CMECKED NY 1`�. C. CODE e p R-3 DESCRIPTION: A PORTION OF PARCEL 3 "CYPRESS AT WOODMONT III" ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 107, PAGE 4 OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID "CYPRESS AT WOODMONT III"; THENCE NORTH 89°01150" WEST, ALONG THE SOUTH LINE OF SAID "CYPRESS AT WOODMONT III", A DISTANCE OF 264.41 FEET; THENCE NORTH 00058'10" EAST, A + DISTANCE OF 109.31 FEET; THENCE NORTH 53*34154' EAST, A DISTANCE OF 105.90 FEET; THENCE NORTH 34*57140" WEST, A DISTANCE OF 232.90 FEET; THENCE NORTH 55'02'21" EAST, A DISTANCE OF 6.09 FEET; THENCE NORTH 34'03'49" WEST, A DISTANCE OF 79.41 FEET; THENCE NORTH 39*11142" WEST, A DISTANCE OF 21.19 FEET; THENCE NORTH 56'39149" EAST, A DISTANCE OF 9.30 FEET; THENCE NORTH 52*44108" EAST, A DISTANCE OF 47.80 FEET; THENCE NORTH 37635'13" EAST, A DISTANCE OF 5.99 FEET; THENCE NORTH 26018'20" EAST, A DISTANCE OF 32.17 FEET; THENCE SOUTH 63*41140" EAST, A DISTANCE OF 1.88 FEET; THENCE NORTH 26'41151" EAST, ALONG THE WEST BUILDING ENVELOPE LINE OF BUILDING 16, AS SHOWN ON DRAWING PREPARED BY BASE LINE LAND SURVEYORS, INC., JOB NO. P. 0. 1504, DATED 3 MAY 1988, REVISED 3 JAN. 1989, A DISTANCE OF 49.00 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE NORTH 26041151" EAST, TO THE NORTHWEST CORNER 'OF BUILDING ENVELOPE 16, UNIT 3, AS SHOWN ON SKETCH AND DESCRIPTION PREPARED BY BASE LINE LAND -' SURVEYORS INC., DATED 27 JUNE 1988, ADISTANCE OF 18.00 FEET; THENCE SOUTH 63'18'09" EAST, ALONG THE NORTH LINE OF SAID UNIT 3, A DISTANCE OF 5.16 FEET; THENCE SOUTH 26*18120" WEST, ALONG A LINE PARALLEL WITH AND 7.50 FEET EAST OF AS MEASURED AT RIGHT ANGLES TO THE CENTERLINE OF A PROPOSED 15.00 FOOT WATERLINE EASEMENT, A DISTANCE OF 18.00 FEET; THENCE NORTH 63°18'09" WEST, A DISTANCE OF 5.29 FEET TO THE POINT OF BEGINNING. SAID LANDS LYING AND BEING IN THE CITY OF TAMARAC, BROWARD COUNTY, FLORIDA AND CONTAINING 94 SQUARE FEET MORE OR LESS. CERTIFICATE: WE HEREBY CERTIFY THAT 21HH-6.006(1), MINIMUM OF FLORIDA AS ADOPTED OF LAND SURVEYORS, I N THIS DESCRIPTION AND TECHNICAL STANDARDS BY THE DEPARTMENT OF SEPTEMBER 1981, AND OF MY KNOWLEDGE AND BELIEF. SHEET 1 OF 2 SHEETS BUILDING 16B r4 (3) 4), SKETCH CONFORMS TO CHAPTER FOR LAND SURVEYING IN THE STATE PROFESSIONAL REGULATION, BOARD IS TRUE AND CORRECT TO THE BEST CRAVEN-THOMPSON &'ASSOCIATES, INC. THIS SKETCH IS NOT VALID UNLESS IT, BEARS AN O GINAL SIGNATURE N AN EYOR THOMAS C. SHAHAN f' PROFESSIONAL LAND SURVEYOR.NO.` 4387 STATE OF FLORIDA ,,. �I GRAVEN &THOMPSO N & ASSOCIATES INC* ENGINEERS PLANNERS • SURVEYORS : d'f q C 3563'_-NW-93rd Street POW 4AA=ftomE nomA 33309 (306) -739-6400 OFFICES. FORT 4AYDLADAL[. w[ST PA Y 111111AC11 low Is OI am"TI1r1 111y • 906MK MMiefom of me feat 0" iron1 /I�I�NrJ L �PI �EYEL14P C P ��e Mr•M �MMe 1M M11 M M1.1• �Mr� , NMf" 61 fee su"o INM„I • be NnrNw Mr M MiMe/M/ reM /M• rr•••r•tM1 N as @of~$" •Mr• 411r11• A/* �f6•�82DE`� 44,1. Se °44 08'e- 47.Bo' ^vd'd'd9 iq"E / 9jo' • N,N. edAo [re •bD`b S�th 0,WezVG.S AvrO0,✓C'rpeoEs3 ,vr n..1r=_ AW /o9OC BC.P. dtiiLOiw/6 E,vv��a�f Li�Es BA,rno a,•• �efo orEa er d vsEl�i✓E �.f�i✓o 1rwexe ro PS eerEv 3 AW, /• /fgp, RrisEo aft 3, IMF, .#e'kV ?5W A-Mr,f/,or/ON rApell �o �ravrEu, l,Rvv 1Qft1,-it»s 1AS AWTEp t7 dU.vE ,Wexp/,arl4 J Arlo mo �c'Pr''/ dL,gg E,✓�'ELO��Gi✓ E' GNir j u�✓i T' - 8Z.06 JYB[i.�piniG E,✓l�LooE CANE :7f rj9 '3S i.'J "E S9, F , i✓34•oj'49"ki .,✓J5'oze1 — — C.09' Pao urea' 4/arE,Pu�✓E EIMEivr N.Y40s?'40'w Zoe 9o' ,v,5303a :S¢'e- /05 yo, NOo `,SQ %oE' /0931 BUILDING 16B[3) VJ W l*f'Ol Jo'W Z104dl' DATED: ` a 994 PB ion Aa ,,sne) UPDATES WO/or REVISIONS I DATE i BY I CK'D ,00,O. C. XE Coe P,vecEl. 3 � PO/074_74- wr-xr " •!'HEE r Of 2 SNEEr,S JKEre,,y NOTE The wmwsignsd and CRAVEN -TMWPWN d ASSOCIATES, INC. rnoke no rWe•entufam or giW0r4ss• a• to the Dffarm ion, reflected hereon Dertdr np 10 !a•lrnent•, rift s - Of .'w011,1111 bOd� Ietet, rlfR►vOhOrM , Ogreen111h and ORh« Mtnila► matter, and further, this in•trwnettt is not nteded to refieN or •et forth all such matters Such etformahan w*Ad be abtoined and COMM10d by Other ifrpugh appropriate title Wfificawn NOTE Londe shown hereon were nOt abstracted for right -of -way and IW easements of record JOB NO. DRAWN BY; �f cwr.KED BY : 'R. rt I C ?_ FILE MO�j PiCj w � x , 8 � •r C�3 -,3 DESCRIPTION: a-f vic T b A PORTION OF PARCEL 3 "CYPRESS AT WOODMONT III" ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 107; PAGE 4 OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID "CYPRESS AT WOODMONT III"; THENCE NORTH 89*01150" WEST, ALONG THE SOUTH LINE OF SAID "CYPRESS AT WOODMONT III", A DISTANCE OF 264.41 FEET; THENCE NORTH 00*58110" EAST, A DISTANCE OF 109.31 FEET; THENCE NORTH 53"34'54" EAST, A DISTANCE OF 105.96 FEET; THENCE NORTH 34-57140" WEST, A DISTANCE OF 232.90 FEET; THENCE NORTH 55*02121" EAST, A DISTANCE OF 6.09 FEET; THENCE NORTH 34003'49" WEST, A DISTANCE OF 79.41 FEET; THENCE NORTH 39°11142' WEST, A DISTANCE OF 21.19 FEET; THENCE NORTH 56°39'49" EAST, A DISTANCE OF 9.30 FEET; THENCE NORTH 52044'08" EAST, A DISTANCE OF 47.80 FEET; THENCE NORTH 37°35'13" EAST, A DISTANCE OF 5.99 FEET; THENCE NORTH 26°18'20" EAST, A DISTANCE OF 32.17 FEET; THENCE SOUTH 63*41140" EAST, A DISTANCE OF 1.88 FEET; THENCE NORTH 26°41'51" EAST, ALONG THE WEST BUILDING ENVELOPE LINE OF BUILDING 16, AS SHOWN ON DRAWING PREPARED BY, BASE LINE LAND SURVEYORS, INC., JOB NO. P. 0. 1504, DATED 3 MAY, 1988, REVISED 3 JAN. 1989, A DISTANCE OF 67.00 FEET TO THE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE CONTINUE NORTH 26041'51" EAST, TO THE NORTHWEST CORNER OF BUILDING ENVELOPE 16, UNIT 4, A DISTANCE OF 18.00 FEET; THENCE SOUTH 63°18'09" EAST, ALONG THE NORTH BUILDING ENVELOPE LINE OF SAID UNIT 4, AS SHOWN ON SKETCH AND DESCRIPTION PREPARED BY BASE LINE LAND SURVEYORS DATED 27 JUNE 1988, A DISTANCE OF 5.04 FEET; THENCE SOUTH 26018'20" WEST, ALONG A LINE PARALLEL WITH AND 7.5 FEET EAST OF AS MEASURED AT RIGHT ANGLES TO THE CENTERLINE OF A PROPOSED 15.00 FOOT WATERLINE EASEMENT, A DISTANCE OF 18.00 FEET; THENCE NORTH 63018109" WEST, A DISTANCE OF 5.16 FEET TO THE POINT OF BEGINNING. SAID LANDS LYING AND BEING IN THE CITY OF TAMARAC, BROWARD COUNTY, FLORIDA AND CONTAINING 92 SQUARE FEET MORE OR LESS. CERTIFICATE: WE HEREBY CERTIFY THAT THIS DESCRIPTION AND SKETCH CONFORMS TO CHAPTER 21HH-6.006(1), MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING IN THE STATE OF FLORIDA AS ADOPTED BY THE DEPARTMEFT OF PROFESSIONAL REGUIt4TION, BOARD OF LAND SURVEYORS, IN SEPTEMBER 1981, AND IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND RELIEF. CRAVEN-THOMPSON 6 z:A:SSbCIATES, INC. THIS SKETCH IS NOT VALIDUNLESS IT BEARS ANZRIGINA SI ATJAVND , THOMAS C. SHAHAN PROFESSIONAL LAND, -SURVEYOR `NO.•'4387 STATE OF FLORIDA SHEET 1 OF 2 SHEETS BUILDING 16C f(C1)w E_X Al CRAVEN •THOMP96 i��& ASSOCIATES INC1 ENGINEERS - PLANNERS -SURVEYORS Z d o-f 416 c &T7 : 3 f 6 3: t�11. S 3r d s ree t �owT Leuo wo�LE ftoomA 33309 (305% 7 3 9- 6 4 D 0 OFFICES • fORT LAYaERpA4E. MELT ►ALM DEACN ' - -� tyQTE lrrle w ••eeETCR M NArET.&A e+w a room NrKrrn Of ere eeeerer�reM - " f0lt 1 7a°,4NJY'�/O/ TDG ... DfYf�4� CQ�� - cure harem TAW* ha. «.. « few «....+«...e of eye ""Me rer•»e . « «.i...Me "t N some • eAa Ib ewaaerre• of .. ...r..w• ..... Fri SCALE ,_1,/Ts: ~st •� vd• E l7�yo • -� 1',40 9 ¢� Pdo' IWO r- OB /07 P6 Br- a� AVIIANS ZMez Pr [/NEJr AMM9 ON 104W/NG S� y ar a/AvaAa sve UN/rs view oA1,.r&; v ,wo z7e_re 1A7147.V p,PE wAv Gi',QAJE!/NE lArvp q� !/r✓E yr 7_4- a\b 'UVi7- QQB / ' • N3r'�S'i3'E 5.99' ,1yJ3'G.'t/"E D•OI'' I � ota�` cloy' ,L/.vTE,Pf�iyE fI,/fiyf/Y7� !!:,33'.141 34 E io,T fc 1 BUILDING 6Cn 'r �/e` 'r1,4T Jl Al,� DATED: ✓O� V /J' 9O <�B. /D7 �f Q[!PJ h11sDaTES Ora/a REVISIONS DATE i 8'I Cn Go �biE 7hr wwr,rgry,d end niAVEh Tt�pM'9[JM B AS ft-%&TE fl n�aMe haw rep ma"amm or oworAeee as to Ire M xoiKPcn re/1ecNd heron waiminf1 to eaesrrw+le, rr�ri- at -e+or. � aea Irree,.eee+vo+�.ograenwrs and dlnw wrrilor wd"w%, end fw hrrr, %a Wairw"W a not irle+ded to MWO or wl laft di SaM eneflen Such rdw"Wilon word ae aaleined and aonfnned by oftn fM "Jo oaprOPWIe tole tlerlifrcation NOTE Lance ahann hwomwet* rW oaelrocled /v rlli+1 -Of -w" «d/v eveemerm of recorE CHECKED BY • $.G, CbDEeb6o 7- as��yp,r,q�� FILE NO JOB NO DRAWN BY 0o e fE ell e r,'reez .f �Nr' JX�ET &417zw ro,f«ovAArr Oft sili2`E1S ' ��ff�gi7 t3-3 DESCRIPTION: a 11 114 A PORTION OF PARCEL 3 "CYPRESS AT WOODMONT III" ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 107, PAGE 4 OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID "CYPRESS AT WOODMONT III"; THENCE NORTH 89001'50" WEST, ALONG THE SOUTH LINE OF SAID "CYPRESS AT WOODMONT III", A DISTANCE OF 264.41 FEET; THENCE NORTH 00058110" EAST, A DISTANCE OF 109.31 FEET; THENCE NORTH 53034154" EAST, A DISTANCE OF 105.90 FEET; THENCE NORTH 34*57140" WEST, A DISTANCE OF 232.90 FEET; THENCE NORTH 55"02'21" EAST, A DISTANCE OF 6.09 FEET; THENCE NORTH 34903'49" WEST, A DISTANCE OF 79.41 FEET; THENCE NORTH 39011142" WEST, A DISTANCE OF 21.19 FEET; THENCE NORTH 56039149" EAST, A DISTANCE OF 9.30 FEET; THENCE NORTH 52044'08" EAST, A DISTANCE OF 47.80 FEET; THENCE NORTH 37035'13" EAST, A DISTANCE OF 5.99 FEET; THENCE NORTH 26018'20" EAST, A DISTANCE OF 32.17 FEET; THENCE SOUTH 63041140" EAST, A DISTANCE OF 1.88 FEET; THENCE NORTH 26°41'51" EAST, ALONG THE WEST BUILDING ENVELOPE LINE OF,BUILDING 16 AS SHOWN ON DRAWING PREPARED BY BASELINE LAND SURVEYORS INC., DATED 3 MAY 1988, REVISED 3 JAN. 1989, A DISTANCE OF 85.00 FEET TO THE POINT OF BEGINNING OF THE FOLLOWING DESCRIPTION; THENCE CONTINUE NORTH 26°41'51" EAST, TO THE NORTHWEST CORNER OF BUILDING ENVELOPE 16, UNIT 5, AS SHOWN ON SKETCH AND DESCRIPTION PREPARED BY BASE LINE LAND SURVEYORS INC., DATED 27 .TUNE 1988, A DISTANCE OF 20.00 FEET; THENCE SOUTH 63°18'09" EAST, ALONG THE NORTH BUILDING ENVELOPE LINE OF SAID UNIT 5, A DISTANCE OF 4.90 FEET; THENCE SOUTH 26°18'20" WEST, ALONG A LINE PARALLEL WITH AND 7.5 FEET EAST OF AS MEASURED AT RIGHT ANGLES TO THE CENTERLINE OF A PROPOSED 15.00 FOOT WATERLINE EASEMENT, A DISTANCE OF 20.00 FEET; THENCE NORTH 63018109" WEST, A DISTANCE OF 5.04 FEET TO THE POINT OF BEGINNING. SAID LANDS LYING AND BEING IN THE CITY OF TAMARAC, BROWARD COUNTY, FLORIDA AND CONTAINING 99 SQUARE FEET MORE OR LESS. CERTIFICATE: WE HEREBY CERTIFY THAT THIS DESCRIPTION AND SKETCH CONFORMS TO CHAPTER 21HH-6.006(1), MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING IN THE STATE OF FLORIDA AS ADOPTED BY THE DEPARTMENT OF PROFESSIONAL REGULATION, BOARD OF LAND SURVEYORS, IN SEPTEMBER 1981, AND IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. CRAVEN-THOMPSON 4 XSSOCIATES, INC. THIS SKETCH IS NOT VALID'UNLESS IT BEARS A RIGINAL SIGNATU D y TH MAS C. SHAHAN PROFESSIONAL LAND SURVEYOR :No..-'4387 STATE OF FLORIDA . SHEET 1 OF 2 SHEETS BUILDING 16D 16 lam) k/ Ll ,E'K N t /T a-3 .,CRAVEN aTHOMPSON & ASSOCIATES INC: ENGINEERS • PLANNERS -SURVEYORS C 3 5 6 3 • NCI . 3rd Stniet Kos LAt��E frLolrC.� 33309 (3Q5;-.'a 3 9 -6 4 0 0 &7OFFICES • ro11T LAUDERDALE, WEST PALM KACN KU FIFOR,2, p �/QNf i�/%�� !�` �%'��� ` � Mw" +'1rftaewbq*"60Mwww M• M ea.wattir• wea er a+rMwhM � Mr �Nyw f1waM+ 1 wMaN • SCALE - 10'r ' /fvtiltiFs so.mo o1v cy-P.tess ofr' -e�ao�rrG f�rflaoE li�vEs aQrEv o/►� o,P•��✓�� /.rEP.4.rfo di' BAsflir✓E !.lNG sarrEro.Ps oarEa 3 kilr /I'B8, ✓AN 3, /�aq, ✓ca�/a �o /S°� A-KD u L/NeX ra,P anvrf efzo oN rw7cv,vvv ' •�, �.t[.Pi�r,�y �.�.PE4 er 8.,�tirl�f tavv �09 fOW,, 4e-' /NC, A4TED 47 ✓l//NE /9g8. N.!/. ale, b� k &N/r -T 3 � o.Poo ��, ti� �► �i.Pry � 06 E.PJ°f�yl" ��, e0.q�1� •`ir� � ���l�oE�//YE O�'�j/Y/ J'`3.�spE pelf . f�. Piro' Z�la- r.��•ii jtZ•� 2�/19• 0 / �BUBoi/►�6�j�Nk`/°�!/n�E �' 3 a•as "4�" rIr ' �ss•asri"E Woo SS8 ,0?- �o9.31 •-- X Sea*"' /-f4V' 4147ePI1, 4 f.I.Pf�Hf/Vy N jA•S� ' 4o's✓ I31. PO' "'33'.aa S4 E ovd, 90, BEILDING 16D(5)0 JQr1. f¢. /990 4-Re• i77 oa AZej DATED: uPDdTES ar4 /a REVISIONS DATE i By I CK'D Xere La io7 ,0014 ?" amer Z of ,? -rmfers ,BMW �o BM The warrapr W and MAVEti •TI`1)k� A AS,MATM ,1HC •noble no reovem"ow r N gLwanfee/ Of faffrl Inbmoon rehetfed hermw ptfaf'1nQ 10 gow 0ls,tw"s-of-",NOwmMm'fefe►w"oow,ev"mul f and olHtlw"0w f wl . and furor, Ora "%lfm norm fl nDt INo med to reflto ar Ore f m de auch wrotrera SuCA eda►r'nandn awusd bt ODtOmed end CW'fl'1 Ny pinrl MrrbA e waonate fife wfil Cotwr+ .NOTE Londe Wom har o+.+re not obltrOCled for rV1- of - Mal Ones / a eoa+mer" of record 0 JOB NO DR�wN OY • Sm� CFIrCKED BY CODE Cocos 'FiIE fy0 ��.�na�c/ B,G ��x�irrs DESCRIPTION: 3 r �° A PORTION OF PARCEL 3 "CYPRESS AT WOODMONT III" ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 107, PAGE 4 OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA BEING MORE PARTICULARLY. DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID "CYPRESS AT WOODMONT III"; THENCE NORTH 89*01150" WEST, ALONG THE SOUTH LINE OF SAID "CYPRESS AT WOODMONT III", A DISTANCE OF 264.41 FEET; THENCE NORTH 00.58'10" EAST, A DISTANCE OF 109.31 FEET; THENCE NORTH 53034,54" EAST, A DISTANCE OF 105.90 FEET; THENCE NORTH 34`57140" WEST, A DISTANCE OF 232.90 FEET; THENCE NORTH 55002'21" EAST, A DISTANCE OF 6.09 FEET; THENCE NORTH 34'03149" WEST, A DISTANCE OF 79.41 FEET; THENCE NORTH 39*11142" WEST, A DISTANCE OF 21.19 FEET; THENCE NORTH 56039149" EAST, A DISTANCE OF 9.30 FEET; THENCE NORTH 52*44108" EAST, A DISTANCE DF 47.80 FEET; THENCE NORTH 37"35'13" EAST, A DISTANCE OF 5.99 FEET; THENCE NORTH 26018'20" EAST, A DISTANCE OF 32.17 FEET; THENCE SOUTH 63*41140" EAST, A DISTANCE OF 1.88 FEET; THENCE NORTH 26041'51" EAST, ALONG THE WEST BUILDING ENVELOPE LINE OF BUILDING 16, AS SHOWN ON DRAWING PREPARED BY BASE LINE LAND SURVEYORS INC., JOB NO. P. 0, 1504, DATED 3 MAY 1988, REVISED 3 JAN. 1989, A DISTANCE OF 105.00 FEET TO THE POINT OF BEGINNING OF THE FOLLOWING DESCRIPTION; THENCE CONTINUE NORTH 26041151' EAST, ALONG THE SAID WEST LINE OF BUILDING ENVELOPE 16 , ALSO BEING THE WEST BUILDING ENVELOPE LINE OF UNIT 6, AS SHOWN ON SKETCH AND DESCRIPTION PREPARED BY BASE LINE LAND SURVEYORS INC., DATED 27 NNE 1988, A DISTANCE OF 29.00 FEET; THENCE SOUTH 63"18'09" EAST, ALONG THE NORTH BUILDING ENVELOPE LINE OF SAID BUILDING 16, A DISTANCE OF 4.70 FEET; THENCE SOUTH 26°18'20" WEST, ALONG A LINE PARALLEL WITH AND 7.50 FEET EAST OF AS MEASURED AT RIGHT ANGLES TO THE CENTERLINE OF A PROPOSED 15.00 FOOT WATERLINE EASEMENT, A DISTANCE OF 29.00 FEET; THENCE NORTH 63°18'09" WEST, A DISTANCE OF 4.90 FEET TO THE POINT OF BEGINNING. SAID LANDS LYING AND BEING IN THE CITY OF TAMARAC* BROWARD COUNTY, FLORIDA AND CONTAINING 139 SQUARE FEET MORE OR LESS. CERTIFICATE: WE HEREBY CERTIFY THAT THIS DESCRIPTION AND SKETCH CONFORMS TO CHAPTER 21HH-6.006(1), MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING IN THE STATE OF FLORIDA AS ADOPTED BY THE DEPARTMENT OF PROFESSIONAL REGULATION, BOARD OF LAND SURVEYORS, IN SEPTEMBER 1981, AND IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. CRAVEN-THOMPSON 6 ASSOCIATES, INC. THIS SKETCH IS NOT VALID UNLESS IT BEARS ,NPRIGINAL IG TU E AN THOMAS C. SHAHAN PROFESSIONAL LAND "SURVEYOR NO.4387 STATE OF FLORIDA. SHEET 1 OF 2 SHEETS BUILDING 16E -A. 14 (61 0 . �x � rg�T i ASSOCIATES INC CRAVEN THOMPSON ENGINEERS • PLANNERS • SURVEYORS 3 z d'ftl6 C 3563-DTi�1 63rd, Street rover, wmn'"LE'':- n�A"`=� ( ) ;r'739-6�00 - OFFICES- root AAuaEtioAI"E. txEtT P"b aEACte WLTL *p am A SKETCH OF 1MwET.r0 e+tr $ ereemew *Mateo M r» erea•w�e• � = ~ FWt 7 ',4NJ'lAP/ ToL 1�EYElA� C�� lbo" earn-- w..e der tom .. tww «... «..�.. 0 ...»M. m • ...wrrr met 1e oweee" ee oft tee t.ewstom 10 so rM++etu' goo" M- - N SCALE : nc r. J' err' •'��E �r ", ^'sr VIVO cer E svr4• i✓S6•.f9 a�"E r✓dsi°ii q�•w /PB• A07 ,eA ACe �vIDaYG fNrEllraf �rafs dvsEG D/V �.P.P.I✓//)6 � �.PfP,Q.PEG 8/' BASDlJ�E Li0/✓O JG.PvEYD.eS AM-P 1AMS AYv.UEO ✓AN. 3, IV89. &W,0/N6 L/NZY rae UN/Ts BAJEO Da JA'erirll ANZ> WJr.P/GT/aN AveA PED B/'9*LPEUNe e fNO -f"1E1o,PJ /NC. , OATED 47 ✓uNE /988 �s '�� �✓�'sfEaof�/it�E- ��� i Uiy/T Blpd /G OFf r BU/!O/HG ENvEIp� !/NE YG /G "71fs'ale- S99' NSS•mri'E ,gof,' X f'.PD� i3Da' /�,4TE.Pl�/YE EO.!,F�EiI'T 0y.ew 054 :S4 E %oS fD' �'ob•38�oE eOpp rE [e 1o�3iloe Amen 1' d�•a'So'w �f�IV' r07o9 P4- BUILDING 16E(4) f IV"-2r�E,rr .ar �I✓W,0,W�vr,� J,yfET r DATED: 7 /99v i .ro7 P.O we) .fx'e-Me/ 727.1o�'oMogrY L.=+E$ erne/a REVISIONS DATE is CK'D r.y ofz JrAeeTs 4Vell.P/Pr10A1 .� The wwws W and CRAVEN -T4WP ram+ 6 ASSOMTES , INC wwrt "o p etlK� a �uorenttea eft to nw i+1a��cn ►-fleeted heron v�ot++sa to osee101e.1wds. Ot - war, W4 boo lWM.vtWwn",00►ttMp" a d eAnr w"ka f"17" S , and tuft . this swram " isnot elertded Po 19twet a ere hahh d, egn rneAtt►6 Soch whurnellon Wvx" oe oatemed and cWdrwed by olhtre ttrOWO awap"It that wrhlcotem WTE Laws shown to mm were not soetrocted law "r - pe • irer ar d / a -►airmen of record rnr. ►10 Waa,,c/ DRAWN BY C►CCVED BY 15 . G. CODE 6 o f IL E NO ps`d-yvrf,C16G _ ,lcz-x hN f0 /7- 9 —3 -DESCRIPTION: 33 o•F JY6 A PORTION OF PARCEL 3 "CYPRESS AT WOODMONT III" ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOR 107, PAGE 4 OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID "CYPRESS AT WOOAMONT III"; THENCE NORTH 89°01150" WEST, ALONG THE SOUTH LINE OF SAID "CYPRESS AT WOODMONT III", A DISTANCE OF 287.07 FEET; THENCE NORTH 00058'10" EAST, TO A POINT ON THE NORTHEASTERLY RIGHT-OF-WAY LINE OF THAT CERTAIN CUL-DE-SAC ABUTTING N.W. 70TH STREET AS SHOWN ON SAID PLAT, "CYPRESS 'AT W OODMONT III", A DISTANCE OF 143.02 FEET; THENCE NORTH 43026130" EAST, A DISTANCE OF 71.19 FEET; THENCE NORTH 29046130" WEST, A DISTANCE OF 192.87 FEET; THENCE NORTH 44044'42" EAST, A DISTANCE OF 173.85 FEET; THENCF. NORTH 20050'59" EAST, A DISTANCE OF 125.69 FEET; THENCE NORTH 59002142" WEST, A DISTANCE OF 9.12 FEET; THE LAST FIVE (5) COURSES AND DISTANCES BEING ALONG THE CENTERLINE OF A PROPOSED 20.00 FOOT SANITARY SEWER EASEMENT; THENCE SOUTH 30°57'18" WEST, TO THE NORTHEAST CORNER OF BUILDING ENVELOPE OF BUILDING 16, AS SHOWN ON DRAWING PREPARED BY BASF LINE LAND SURVEYORS, INC.. JOB NO. 1504, SHEET 1 OF 2 SHEETS, DATED 3 MAY 1988, REVISED 3 JAN. 1989, A DISTANCE OF 5.39 FEET TO THE POINT OF BEGINNINC OF THE FOLLOWING DESCRIPTION; THENCE SOUTH 26*41151" WEST, ALONG THE EASTERLY BUILDING ENVELOPE. LINE OF SAID BUILDING 16, A DISTANCE OF 4.62 FEET; THENCE NORTH 59°02'42" WEST, ALONG A LINE PARALLEL WITH AND 10.00 FEET SOUTH OF AS MEASURED AT RIGHT ANGLES TO THE SAID CENTERLINE OF PROPOSED 20.00 FOOT SANITARY SEWER EASEMENT, TO THE NORTHERLY LINE OF SAID BUILDING ENVELOPE OF BUILDING 16, A DISTANCE: OF 62.28 FEET; THENCE SOUTH 63018'09" EAST, ALONG SAID NORTHERLY LID?E OF BUILDING ENVELOPE OF BUILDING 16, A DISTANCE OF 62.11 FEET TO THE POINT OF BEGINNING OF THIS DESCRIPTION. SAID LANDS SITUATE, LYING AND BEING IN THE CITY OF TAMARAC, FLORIDA AND CONTAINING 144 SQUARE FEET MORE OR LESS. CERTIFICATE: WE HEREBY CERTIFY THAT THIS DESCRIPTION AND 21HH-6.006(I), MINIMUM TECHNICAL. STANDARDS OF FLORIDA AS ADOPTED BY THE DEPARTMENT OF OF LAND SURVEYORS, IN SEPTEMBER 1981, AND OF MY KNOWLEDGE AND BELIEF. CRAVEN-THOMPSON 6 ASSOCIATES, INC. THIS SKETCH IS NOT VALID UNLESSIT BEARNJYRIGINAL E EAT E ND. E SHEET I OF 2 SHEETS BUILDING 16 / 4 4� 15 SKETCH CONFORMS TO CHAPTER FOR LAND SURVEYING IN THE STATE PROFESSIONAL REGULATION, BOARD IS TRUE AND CORRECT TO THE BEST Tl(OMAS C. SHAHAN PROFESSIONAL LAND 'SURVEYOR �440. 4387 STATE OF FLORIDA E1C 1,--C t 7- 6- CRAVEN --iHO MPsaN & ASSOCIATES INC.* ENGINEERS • PLANNERS -SURVEYORS 3 1 o-IF f4 3563 NW 5 3 rd S treet fpprT L^L=ftDAL.E . nxwica 33309 r (305; 7 3 q- 6 4 0 0 OFFICES, FONT LAUDENDAI.E, MEET IA40 BEACH Iron: QEyEIoO CO.Pp 1, — N ~ SCALE: CFU C -ram K"r TWIS a KILT A SKETCH OF SUNVET,W es,f a ereeMc illq,et,M of mo eleeerwl" eDows Deroes There Dso Does se fa#d work , w,e.,"e of me sollo r er oorff , or wose,.sau eat to sonao"W• was, ahe oweveroftos of me sDferMtlo. soma Mree. WlzIW6 5 04N61E v AT WOODMOAIT ZI PB. 107, P.4 . 86R- DUIL.DIU& ENVELOPE LINE^$ 5PSIED OW DRAWltl& PREPARED 004 5k&WIJE LAND SURVEK!]�S OA p 3 , w1AY , 10)20, REVISLD JAN. 3, 148a. xB ,ib Rd /�w . c�.rr'PlinE �11''do FAT .fflv/,W^v �✓EP � fiG.JrfA7Ei�% h� �t CP ` e \ 3.9 NaX•1I6 30 ; ivao•� s�E Nt1.46'„�O k/ w N.f. f,Plr ,�/,Eif/rYE SKaCG \ TO ACCOMPANI% D�xrzl �u ti •Pac sEcoe ,6HEET 2 OF z 15NEC75 BUILDING 16 DATED: UPDATES and/or REVISIONS DATE I BY i CKb e PB1090PL, S. LINE "f s{PRE66 AT N 89001 50 to INWOMOWT M: " MaL The undersgrwd Ond CRAVE► ,TMOWSQN S ASSMATES, INC. mob* no reVesentoicm or gWontees as t0 the InfOrtndlan feflecred hewean Ps►fawtinq to eomments , fights - of - woy, W boc• Mrtts , resefval�ons , oprKtr,srws and ofhsr sm,ilOr natters, and furtner, fMs,nslr~i a not wts+rded fo reflector see forth oll such ntotters Such mlormat,on mould be obt0med and Cpn r-ed h' orhws through oporopnate hfle vertif,cat,on NQ't[� Londs thorn hewed+were not oostrocted tow 1`19h1-01-00y and/ar easements of record JOB tiO. PL-�+ �G DRAWN BY CWCKED BY :*C> CODE, �,- FILE MO ryas' -Aft`. DESCRIPTION: A PORTION OF PARCEL 3 "CYPRESS AT WOODMONT III" ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 107, PAGE 4 OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID "CYPRESS AT WOODMONT III"; THENCE NORTH 89°01'50" WEST, ALONG THE SOUTH LINE OF SAID "CYPRESS AT W OOrMONT III", A DISTANCE OF 287.07 FEET; THENCE NORTH 00*58110" EAST, TO A POINT ON THE NORTHEASTERLY RIGHT-OF-WAY LINE OF THAT CERTAIN CUL-DE-SAC ABUTTING N.W. 70TH STREET AS SHOWN ON SAID PLAT, "CYPRESS AT WOODMONT III", A DISTANCE OF 143.02 FEET; THENCE NORTH 43°26'30" EAST, A DISTANCE OP 71.19 FEET; THENCE NORTH 29946'30" WEST, A DISTANCE OF 192.87 FEET; THENCE NORTH 44044142" EAST, A DISTANCE OF 173.85 FEET; THENCE NORTH 20°50'59" EAST, A DISTANCE OF 125.69 FEET; THENCE NORTH 59*02142" WEST, A DISTANCE OF 73.05 FEET; THE LAST FIVE (5) COURSES AND DISTANCES BEING ALONG THE CENTERLINE OF A PROPOSED 20.00 FOOT SANITARY SEWER EASEMENT; THENCE NORTH 30*57118" EAST, TO A POINT ON THE SOUTHERLY BUILDING ENVELOPE LINE OF BUILDING 17 AS SHOWN ON DRAWING PREPARED BY BASE LINE LAND SURVEYORS, INC., JOB NO. P.O. 1504, SHEET 1 OF 2 SHEETS DATED 3 MAY 1988, REVISED 3 JAN. 1989, A DISTANCE OF 10.00 FEET TO THE POINT OF BWGIIN ING Or THE FOLLOWING DESCRIPTION; THENCE NORTH 76°07900" WEST, ALONG SAID SOUTHERLY BUILDING ENVELOPE LINE OF SAID BUILDING 170 A DISTANCE OF 25.96 FEET TO THE SOUTHWEST CORNER OF BUILDING ENVELOPE OF SAID BUILDING 17; THENCE NORTH 13053'00" EAST, ALONG THE WESTERLY BUILDING ENVELOPE LINE OF SAID BUILDING 17, A DISTANCE OF 7.97 FEET; THENCE SOUTH 59°02142" EAST, ALONG A LINE PARALLEL WITH AND 10.00 FEET NORTH OF AS MEASURED AT RIGHT ANGLES TO THE SAID CENTERLINE OF PROPOSED 20.00 FOOT SANITARY SEWER EASEMENT, A DISTANCE OF 27.16 FEET TO THE POINT OF BEGINNING. SAID LANDS SITUATE, LYING AND BEING IN THE CITY OF TAMARAC, FLORIDA AND CONTAINING 103 SQUARE FEET MORE OR LESS: CERTIFICATE: WE HEREBY CERTIFY THAT THIS DESCRIPTION AND SKETCH CONFORMS TO CHAPTER 21:1H-6.006(1), MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING IN THE STATE OF FLORIDA AS ADOPTED BY THE DEPARTMENT OF PROFESSIONAL REGULATION, BOARD OF LAUD SURVEYORS, IN SEPTEMBER 1981, AND IS TRUE AND CORRECT..TC .THE BEST OF MY ):tiO:yLEDCE AND BELIEF. , " GRAVEN-THOMPSON 64SSOCIAT£S, INC. THIS SKETCH IS NOT VALID UNLESS IT BEARS A RIGI L NA LIE ANO THOMAS C. SHAHAN PROFESSIONAL LAND SURVEYDR NO. 43-87 STATE OF FLORIDA SHEET 1 OF 2 SHEETS BUILDING 17 CRAVEN , M600SON' 8r ASSOCIATES INC. ENGINEERS • PLANNERS SURVEYORS 3 G o-r- 4/ 6 3563 NW 5 3 rd St.,. pom Lµ1 NDALE puDpqpA, 3330g . (30'. 7 3 9 -• 6 4 0 0 OFFICES, 1`ORT LAUDERDALE, WEST PALM AEACM FOR _T.fec%rC,9PiTv�__Of-PELoP COLI-0 NORYH SCALE : 'ice/O NOTE T"ll a ar A IWETCM of swv[r.srt eat, a 4►.04w, eq.erue of as Mee►id,tiwn *Mwe wwnew T►e►e wee NM we field wwre , •.evue of Of $*skit r"vert, . e► etes.we.M eft ie ee.Mwet.ee rnM elie orove/sties N ae Mtw oet.ee eiwe Mreee � l�E,1`TEP�r Bco6. �ENvE�aoE u� � �Gi�Di�y6 e 7�74'0 BEARINi� DASEn oNGYPM-S6 AT- l,4;-; VYCOPMONT M pB,ID7, P¢ $.G.R.EUILDIN& F-NV�LCP1~' UNE-5 PASED ON OKAWING P9aFARED $Y >�LIM LAND hll¢VEYr� DATW 3, MAY, 10Ve REVISED JJAN.,1984• xe No lee. /So4 4W1re �P 1A1,r DE AA'Z2'g'4 ADD ' XAV1TA.Pr --r4A 0 -,P ,e4.7s lEivT o BUILDING 17 $ t SKETCH To_: /►&,- OMF^NY PE-sor-Ir n N I\ i5H ET 2 OF z S)4F->rT5 DATED: — UPDATES and/or REVISIONS DATE I BY I CK'D ti ,Rt 22 pcw 1yev Im 1-4* E —/rs6>7 /V tf' Qa'.3o - NE.'LY. R1W UNE Rae s.'[so.P l?e"voa • I er iYdr'O/�V - ✓ S. LI N E.'GYFRiwbb AT WMCOPMONi %11" NOTE The unaers.gned and CRAVEN THOKAPSON d ASSOCIATES, INC make no representoicm or puorontees as to the Inforrro lon reflected hereon ptrtairmg to easer*Knts , npnts • of - way, tlet bpe7 Ines ,.eee►ve�ions ,opreemstes and other similar matters ,and lurtrie►, this instrument is not inhinded to reflect or set +are+ aI I such "otters Such information mould be obtained and eaMetned by aehttrs ttraugl+ appropriate title vertification NOTE lands shwa hereon were not cost rocled for right - of - way and /o► easements of record JOB NO,'�3,:' DRAWN BY CHECKED sY 'R f- I CODE: 71,;r FILE NO,-'. y�'> . l , DESCRIPTION: A PORTION OF PARCEL 3 "CYPRESS AT WOODMONT III" ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 107, PAGE 4 OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID "CYPRESS AT WOODMONT III"; THENCE NORTH 89°01150" WEST, ALONG THE SOUTH LINE OF SAID "CYPRESS AT WOODMONT III", A DISTANCE OF 264.41 FEET; THENCE NORTH 00'58'10" EAST, TO A POINT ON A PROPOSED 15.00 FOOT WATERLINE EASMENT, A DISTANCE OF 109.31 FEET; THENCE NORTH 53'34154" EAST, A DISTANCE OF 105.90 FEET; THENCE NORTH 34057140" WEST, A DISTANCE OF 232.90 FEET; THENCE NORTH 55002'21" EAST, A DISTANCE OF 6.09 FEET; THENCE NORTH 34003'49" WEST, A DISTANCE OF 79.41 FEET; THENCE NORTH 39*11142" WEST, A DISTANCE OF 21.19 FEET; THENCE NORTH 56039149" EAST, A DISTANCE OF 9.30 FEET; THENCE NORTH 52*44108" EAST, A DISTANCE OF 47.80 FEET; THENCE NORTH 37035'13" EAST, A DISTANCE OF 5.99 FEET; THENCE NORTH 26018120" EAST, A DISTANCE OF 87.67 FEET, THE LAST (10) TEN COURSES AND DISTANCES BEING ALONG A PORTION OF SAID CENTERLINE OF A PROPOSED 15.00 FOOT WATERLINE EASEMENT; THENCE NORTH 63041140" WEST, TO THE EAST BUILDING ENVELOPE LINE OF BUILDING 18, AS SHOWN ON DRAWING PREPARED BY, BASE LINE LAND SURVEYORS, INC., JOB NO. P. 0. 1504, DATED 3 MAY, 1988, REVISED 3 JAN. 1989, A DISTANCE OF 0.73 FEET, SAID POINT ALSO BEING THE POINT OF BEGINNING OF THE FOLLOWING DESCRIPTION; THENCE NORTH 79°39'19" WEST, A DISTANCE OF 7.04 FEET; THENCE NORTH 26*18120" EAST, ALONG A LINE PARALLEL WITH AND 7.50 FEET WEST OF AS MEASURED AT RIGHT ANGLES TO THE SAID CENTERLINE OF A PROPOSED 15.00 FOOT WATERLINE EASEMENT, A DISTANCE OF 25.61 FEET; THENCE SOUTH 10*20141" WEST, ALONG SAID BUILDING ENVELOPE LINE OF BUILDING 18, A DISTANCE OF 24.63 FEET, TO THE POINT OF BEGINNING OF THIS DESCRIPTION. SAID LANDS SITUATE, LYING AND BEING IN THE CITY OF TAMARAC, FLORIDA AND CONTAINING 87 SQUARE FEET MORE OR LESS. CERTIFICATE: WE HEREBY CERTIFY THAT THIS DESCRIPTION AND SKETCH CONFORMS TO CHAPTER 21HH-6.006(1), MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING IN THE STATE OF FLORIDA AS ADOPTED BY THE DEPARTMENT OF PROFESSIONAL REGULATION, BOARD OF LAND SURVEYORS, IN SEPTEMBER 1981, AND IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. - CRAVEN-THOMPSON &'ASSOCIATES, INC. THIS SKETCH IS NOT VALID UNLESS IT BEARS AN QKIGINALSIGNATIJRFMD e E THOMAS C. SHAHAN PROFESSIONAL LAND`SURVEYOR N0..4387 STATE OF FLORIDA SHEET 1 OF 2 SHEETS BUILDING 18 ou) _ fig rB T + -CRAVEN, THOMPSON & ASSOCIATES INC: ENGINEERS - PLANNERS • SURVEYORS 3563 NW•y5rd,StreetT HLi1LHOHFi+or►LE -ftD�oA 33309 (30S) a39-6400 OFFICES• FORT LAUDERDALE, WEST PALM •LAC" from. -1'0'f& AD1 ra[ DEvEIof L°DfO %-^/r SCALE : Nr.S BUILDING 18 (00 1NM A 1rtrTC11 OF "41.6mo eat1 A NFM"g owall"s M 1M 4009VW40 MMa IMgM %we Aw 60" M /wre Mf\ . Nwifte d of 60"01 ~01 a M 00w000" *of is sm-OWN Wft *a poswesoa M we Mlnw"*0 •Mrs owes* �o,P/,vcJ QAJ'Eo ON 'C'YO,PfJ'J er /�wh owr ,aL " OB �7 oe Bre' GifJ/CO/N6 fH4fl�E !/A'EJ mpnq ON 4wIr mos �?mm"ew BY BQJf !/NE IANO J'UPlif/d,P,J', /NC, Dirfv .J/f7A r /988, �r/fEa r3 JRN.,14B `1 � X9 NO Re /,SO6 EAlJEiy`F! !/AYE � CtAS. id :cl�. rya_• . ����EcE 97. ter• wJt "�a p� E d�ia N•S6°,39 a� E 12,30 NW"//'�r DATED: 3A At UPDATES and/or REVISIONS DATE n'ga•oJ'49" A✓ —'w✓' /t'Oo•�'d %p E' tcrrrvlr•+� zzmw ArAt=P, f Jw,r-= " C. r?91,07 '001y oeoe.) JOB NO i DRAWN BY; sIVE �� fi/.!'fdlfVT S ~ .4fW' AW7,.P6/NE di5fX4WN7 f,2ETIy N3a•S�'da "tom rat. 90' Ns$ •,3a adlz' 90' P•oi So'A/ Pdf¢ 4/' Op e. d'E Coe 1%real 3 oaioT PA Ajjrz o/-z f,4Efrs Td ,4CCoMO4N/' DfJ'CP/GT/O!Y BY CK�D MM The un0ersignsd and CRAVEN •T► 0110 M a ASSOCIATES, INC. mob* no representation a guarorrhfs as to the stforrr90 n rffisosd to n pertaining to foeerrents,f4mg-of -wot.Wbombres,reserratwns,aOroe"wm andatAsrsimila mane+7 ,and flRlhe►, Ihis irlf1r11mfn1 4 not inhndfd t0 lff14Cl 0r set forth Oil such motters Such information should be obtoir*d and COW*msd by othrs' i ppprapiole hNe artilKotgn NOTE Lands shown hsrfon.rsrenOt 0pst►octed #w rW"_af'� and/or easements of recordIn CHECKED BY : 5rC, CODE vS� FILE MO CoG S-X N 1a 1 T 03 ;3 DESCRIPTION: 3g a-f VC A PORTION OF PARCEL 3 "CYPRESS AT WOODMONT III" ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 1079 PAGE 4 OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: el COMMENCING AT THE SOUTHEAST CORNER OF SAID "CYPRESS AT WOODMONT III"; THENCE NORTH 89001'50" WEST, ALONG THE SOUTH LINE OF SAID "CYPRESS AT WOODMONT III% A DISTANCE OF 264.41 FEET; THENCE NORTH 00058'10" EAST, TO A POINT ON THE CENTERLINE OF A PROPOSED 15.00 FOOT WATERLINE EASEMENT, A DISTANCE OF 109.31 FEET; THENCE NORTH 53034154" EAST, A DISTANCE OF 105.90 FEET; THENCE NORTH 34-57140" WEST, A DISTANCE OF 232.90 FEET; THENCE NORTH 55002'21" EAST, A DISTANCE OF 6.09 FEET; THENCE NORTH 34*03149" WEST, A DISTANCE OF 79.41 FEET; THENCE NORTH 39°11142" WEST, A DISTANCE OF 21.19 FEET; THENCE NORTH 56039'49" EAST, A DISTANCE OF 9.30 FEET; THENCE NORTH 52°44'08" EAST, A DISTANCE OF 47.80 FEET; THENCE NORTH 37°35'13" EAST, A DISTANCE OF 5.99 FEET; THENCE NORTH 26*18120" EAST, A DISTANCE OF 166.24 FEET; THENCE NORTH 69051'38" WEST, A DISTANCE OF 120.17 FEET; THENCE NORTH 24'19'12" EAST, A DISTANCE OF 1.32 FEET; THENCE NORTH 12°57'52" EAST, A DISTANCE OF 10.68 FEET, THE LAST (12) TWELVE COURSES AND DISTANCES BEING ALONG THE SAID PROPOSED CENTERLINE OF A 15.00 FOOT WATERLINE EASEMENT; THENCE NORTH 77*02108" WEST, TO THE BUILDING ENVELOPE LINE OF BUILDING 18, AS SHOWN ON DRAWING PREPARED BY BASE LINE LAND SURVEYORS INC., JOB NO. P. 0. 1504, DATED 3 MAY 1988, REVISED 3 JAN. 1989, A DISTANCE OF 13.40 FEET, TO THE POINT OF BEGINNING OF THE FOLLOWING DESCRIPTION; THENCE SOUTH 10021141" WEST, ALONG SAID BUILDING ENVELOPE LINE FOR BUILDING 18, A DISTANCE OF 15.12 FEET; THENCE SOUTH 34°39'19" EAST, CONTINUING ALONG SAID BUILDING ENVELOPE LINE, A DISTANCE OF 0.83 FEET; THENCE NORTH 64*26138" WEST, ALONG A LINE PARALLEL WITH 7.50 FEET SOUTH OF AS MEASURED AT RIGHT ANGLES TO THE SAID CENTERLINE OF A PROPOSED 15.00 FOOT WATERLINE EASEMENT, A DISTANCE OF 5.57 FEET; THENCE NORTH 25°33'23" EAST, A DISTANCE OF 15.00 FEET; THENCE SOUTH 64°26'38" EAST, ALONG A LINE PARALLEL WITH 7.50 FEET NORTH OF AS MEASURED AT RIGHT ANGLES TO THE SAID PROPOSED CENTERLINE OF A 15.00 FOOT WATERLINE EASEMENT, 0.89 FEET TO THE POINT OF BEGINNING OF THIS DESCRIPTION. SAID LANDS SITUATE, LYING AND BEING IN THE CITY OF TAMARAC, FLORIDA AND CONTAINING 44 SQUARE FEET MORE OR LESS. CERTIFICATE: WE HEREBY CERTIFY THAT THIS DESCRIPTION AND SKETCH CONFORMS TO CHAPTER 21HH-6.006(1), MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING IN THE STATE OF FLORIDA AS ADOPTED BY THE DEPARTMENT OF PROFESSIONAL REGULATION, BOARD OF LAND SURVEYORS, IN SEPTEMBER 1981, AND IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. r CRAVEN-THOMPSON &,ASSOCIATES, INC. THIS SKETCH IS NOT VALID UNLESS IT BEARS AN AIGINAL IG TURE p Y T140MAS C. SHAHAN PROFESSIONAL LAND .SURVEYOR NO..4387 STATE OF FLOP-IDA SHEET 1 OF 2 SHEETS BUILDING 18A &X/�/-4/7 /-J -_3 SS IATES INC. CRAVEN THOMPSON & A OC ENGINEERS • PLANNERS -SURVEYORS 3563 NW 53rd4 Street PM LUZERM LE ItiNNOA 33309 c305i 'r39.34b0 _ OFFICES. FORT LAUDMALE, WEST ►ANY DEACN FOR i Zw%feWzP1,r& Q'YfIDO CDPP . f SCALE: NTS Too • W A IWETCN OI MAYEV .60 ewlr s pew 4wWw" of we MKriomp 6"ma r eow Tk.N om N.. •• 0060 wool, , ae.i%T d W..rMW ewM•h . N MpN/L set is emooi.O area as p.M• lles N we Mhrimetwo eM.m. f1MM... BE.o,P�,t�s BOsfo cW Yr�1.1's Al, p,K�fNr.ia-" P. A 07 f¢ we A//!O/MG 6W222��f [idff ar A&A//Alas AVW449 er BATE UN£ 24ND J'U,PVfyveir, /NC., Q,4T£D JmW' /fgB. ,P£V/J'ED d ./AN /989. �OB"'PO• /50r: .rc�-ram. I Odp- �E � �✓ 7i• is 'A f A, 00 �� • �h •obo C��_ <1 cam. BUilOiNG fdvElo�� -1X0' Ede AlAs /D BUILDING 18A (7� 14) DATED! '�sr•�veE sria A'Ss•.� ¢9'E /V 57 0-If /3 E 1$ 519 ' Nd4"03'44,,w -`»al' lrs4rf,Pl/NE E4,PEAiENr &ss,4?zrE- sv,4' N 3a•s7.40 [✓ — '� rjz 90, A'S3 °.Y4:54'E M.1790' �00!5';e0 F- Pa C. 140931, d.'E. COAF Iq,4CfL .l sa/r��,r�Lr�.rs,,�r 4f � ,syEETs ,t�v,�r,�� J•s�ET P <�B/o7 O�'dcf� a rfpETry ro 9C�ahOANY �EJ'r�P/P�/one LPDDATES and/or REVISIONS DATE BY CK'D 4011 DRAWN BY; C ja the umWslgryd and CRAVEN TMOMPSON a ASSOCIATES, INC. inolll n0 sen repretotcm at quaronhn th 0s t0e iMormahon rel*cmd hsrson pwtdring to eosen,ents, rights • of - wqr, se't bock Nriss, reservot� ,aq►eemsrts and otter frrrlilar vWWs , and fMther, this irietryirient is not intended to reflect ar se1 torch dl suCh matters Such information tf'iouid be abtained and eanfWfnBd by dMn f"60 apprapiate fitte vertificatwn NOTE Lands shown hereon were not oost►oCkd far npht -Of -wW and /or easements of record NE MOCKED •Y �, ,y • CODE 4aGoy FILE OSS rw7t eie, FtKH tg it !3- 3 DESCRIPTION: ig t o"f" # 6 A PORTION OF PARCEL 3 "CYPRESS AT WOODMONT III" ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 107, PAGE 4 OF THE PUBLIC RECORDS OF BRO14ARD COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID "CYPRESS AT WOODMONT III"; THENCE NORTH 89'01'50" WEST, ALONG THE SOUTH LINE OF SAID "CYPRESS AT WOODMONT III", A DISTANCE OF 264.41 FEET; THENCE NORTH 00°58'10" EAST, TO A POINT ON THE CENTERLINE OF A PROPOSED 15.00 WATERLINE EASEMENT, A DISTANCE OF 109.31 FEET; THENCE NORTH 53*34154" EAST, A DISTANCE OF 105.90 FEET; THENCE NORTH 34*57140" WEST, A DISTANCE OF 232.90 FEET; THENCE NORTH 55°02'21" EAST, A DISTANCE OF 6.09 FEET; THENCE NORTH 34003'49" WEST, A DISTANCE OF 79.41 FEET; THENCE NORTH 39011'42" WEST, A DISTANCE OF 21.19 FEET; THENCE NORTH 56039'49" EAST, A DISTANCE OF 9.30 FEET; THENCE NORTH 52°44108" EAST, A DISTANCE OF 47.80 FEET; THENCE NORTH 37035'13" EAST, A DISTANCE OF 5.99 FEET; THENCE NORTH 26°18'20" EAST, A DISTANCE OF 166.24 FEET; THENCE NORTH .69051'38" WEST, A DISTANCE OF 120.17 FEET; THENCE NORTH 24019'12" EAST, A DISTANCE OF 1.32 FEET; THENCE NORTH 12057'52" EAST, A DISTANCE OF 97.75 FEET; THENCE NORTH 72005'05" EAST, A DISTANCE OF 19.53 FEET; THENCE NORTH 17054'56" WEST, A DISTANCE OF 38.55 FEET; THE LAST (14) FOURTEEN COURSES AND DISTANCES BEING ALONG A PORTION OF SAID CENTERLINE OF A PROPOSED 15.00 FOOT WATERLINE EASEMENT; THENCE SOUTH 72°05'04" WEST, TO A POINT ON THE BUILDING ENVELOPE LINE OF BUILDING 19, AS SHOWN ON DRAWING PREPARED BY BASE LINE LAND SURVEYORS INC., JOB NO. P. 0. 1504, DATED 3 MAY 1988, REVISED 3 JAN 1989, A DISTANCE OF 7.50 FEET, SAID POINT ALSO BEING THE POINT OF BEGINNING OF THE FOLLOWING DESCRIPTION; THENCE NORTH 17850 56" WEST, ALONG A LINE PARALLEL WITH AND 7.50 FEET WEST OF AS MEASURED AT RIGHT ANGLES TO THE SAID CENTERLINE OF A PROPOSED 15.00 FOOT WATERLINE EASEMENT, A DISTANCE OF 8.95 FEET; THENCE NORTH 72°05'04" EAST, TO THE EAST LINE OF UNIT 4 OF SAID BUILDING 19, AS SHOWN ON SKETCH AND DESCRIPTION PREPARED BY BASF. LINE LAND SURVEYORS INC., DATED 9 DEC 88, REVISED 19 DEC 88, A DISTANCE OF 11.05 FEET; THENCE SOUTH 00052'12" EAST, ALONG A PORTION OF SAID EAST LINE OF UNIT 4 BUILDING 19, A DISTANCE OF 3.85 FEET TO SAID BUILDING ENVELOPE LINE OF BUILDING 19; THENCE SOUTH 44007'48" WEST, ALONG A PORTION OF SAID BUILDING ENVELOPE LINE OF BUILDING 19, A DISTANCE OF 11.23 FEET TO THE POINT OF BEGINNING OF THIS DESCRIPTION. SAID LANDS SITUATE, LYING AND BEING IN THE CITY OF TAMARAC, FLORIDA AND CONTAINING 65 SQUARE FEET MORE OR LESS. CERTIFICATE: WE HEREBY CERTIFY THAT THIS DESCRIPTION AND SKETCH CONFORMS TO CHAPTER 21HH-6.006(1), MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING IN THE STATE OF FLORIDA AS ADOPTED BY THE DEPARTMENT OF PROFESSIONAL REGULATION, BOARD OF LAND SURVEYORS, IN SEPTEMBER 1981, AND IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. CRAVEN-THOMPSON & ASSOCIATES, INC. THIS SKETCH IS NOT VALID UNLESS IT BEARS AN OR INAL SIGNATURE AND A AeSscD SURr0 ' S TH MAS C. SHAHA. PROFESSIONAL LAND SURVEYOR NO.,4387 STATE OF FLORIDA SHEET 1 OF 2 SHEETS BUILDING 19A t9(#) �d FOR: CRAVEN - THOMPSON &, ASSOCIATES INC:' ENGINEERS - PLANNERS - SURVEYORS 1/6 3563 N.W. 53"d STREET, FORT LAUDERDALE, FLORIDA 33309 (305) 739.6400 e 5154 OKEECHOBEE BOULEVARD, SUITE 1-D, WEST PALM BEACH, FLORIDA, 33417 (407) 664-1650 ; PXNJ'CAO/74L L rY410W CD.91.0 u IVY SCALE. NOTE TM Is NOT A SKETCH OF p1RVE1r, b A aNy a mrephk dapkstlen M IM draptpflon •hewn Mason. There ham been M field work, vkwAng of the subject property. or moreenatta sat in eannaotieo w o the pm"rrtbn of 1M litilomtstlon Mown Mreon. AMPiN6J LU rEo ON "CIP,?EJ`.r Ar wZV.0 Afr.22r ' AB• 107 P6.4 BC.P. BU/LD/1V6 EiYVELOPE 4/11EX BAX'EO ON D,PAI✓/N6 S AWAX f4 BY 9.4S4ZIM' LAND J100'EYO,PS, INC-, 44M9, 8O• uve /Y0. /m4t UN/T L/NE.S OAZO AN"ereAl BIND Af_fC.P/O770N i,PfQWaV -9t A,fX1' 6/NE D,/NQ /NC• 44740 LEC 9, /986 .rAsEa DEC /9, /98c9. N"k"fff 409E47&p A'.fi4°S7'OG'�✓ ' tat. Po' -'- /YOG`M'/0 E AP/. d/ P� EASoM�tjr CENr-rRI�Ar AL'Nf i500 N 3 mf• 94r'E o ff'r I A'd F•Sl.49'!✓ e47,17 - �►'rs �.tt'rc f .w.av Iyd7•JS'/.i E 5.9'9' N34.41"4FIAr yF4r/' IYJJ'34 S4'E .�St30' 08 "OWSO!✓ ji¢ er!' PaC. J.F. [tolR• /lF. t 3 BuiLniNc 1 9A syEET 2 0/ 2,A01; DATED: ,jtifA,PC'H 2Q M0 ,1' fMl TD AC' 0MA,7Ni' DESC,1'1Ar1 N UPDATES and/or REVISIONS DATE BY CK-D NOTE The undersipnd and CRAVEN -THOMPSON i ASSOCIATES, INC. make no representations or guarantees as to the information reflected hereon pertaining to easements, rights -of -way, set back lines, reservations, agreements and other armilar matters, and further, this instrument is not intended to reflect or set forth all such matters. Such information should be obtained and confirmed by others through appropriate title rer"metion. NOTE Lands ahown hereon were not abstracted for right -of -wry end/or easements of record. J48 NO. DRAWN BY: .Si1'!E CHECKED BY: ��, F.B. PG. FILE NO. P � r 6�"X H/017 6-3 DESCRIPTION: A PORTION OF PARCEL 3 "CYPRESS AT WOODMONT III" THEREOF, AS RECORDED IN PLAT BOOK 107, PAGE BROWARD COUNTY, FLORIDA BEING MORE PARTICULARLY 17, ,f 3 --F #,G ACCORDING TO THE PLAT 4 OF THE PUBLIC RECORDS OF DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID "CYPRESS AT WOODMONT III"; THENCE NORTH 89001'50" WEST, ALONG THE SOUTH LINE OF SAID "CYPRESS AT WOODMONT III", A DISTANCE OF 264.41 FEET; THENCE NORTH 00°58110" EAST, TO A POINT ON THE CENTERLINE OF A PROPOSED 15.00 WATERLINE EASEMENT, A DISTANCE OF 109.31 FEET; THENCE NORTH 53°34'54" EAST, A DISTANCE OF 105.90 FEET; THENCE NORTH 34057140" WEST, A DISTANCE OF 232.90 FEET; THENCE NORTH 55°02'21" EAST, A DISTANCE OF 6.09 FEET; THENCE NORTH 34003'49" WEST, A DISTANCE OF 79.41 FEET; THENCE NORTH 39011142" WEST, A DISTANCE OF 21.19 FEET; THENCE NORTH 56°39'49" EAST, A DISTANCE OF 9.30 FEET; THENCE NORTH 52*44108" EAST, A DISTANCE OF 47.80 FEET; THENCE NORTH 37°35'13" EAST, A DISTANCE OF 5.99 FEET; THENCE NORTH 26018'20" EAST, A DISTANCE OF 166.24 FEET; THENCE NORTH 69051138" WEST, A DISTANCE OF 120.17 FEET; THENCE NORTH 24*19112" EAST, A DISTANCE OF 1.32 FEET; THENCE NORTH 12057152" EAST, A DISTANCE OF 97.75 FEET; THENCE NORTH 72°05'05" EAST, A DISTANCE OF 19.53 FEET; THENCE NORTH 17054'56" WEST, A DISTANCE OF 43.16 FEET; THE LAST (14) FOURTEEN COURSES AND DISTANCES BEING ALONG A PORTION OF SAID CENTERLINE OF A PROPOSED 15.00 FOOT WATERLINE EASEMENT; THENCE NORTH 72"05'04" EAST, TO A POINT ON THE BUILDING ENVELOPE LINE OF BUILDING 19, AS SHOWN ON DRAWING PREPARED BY BASE LINE LAND SURVEYORS INC., JOB NO- P. 0. 1504, DATED 3 MAY 1988, REVISED 3 JAN 1989, A DISTANCE OF 7.50 FEET, SAID POINT ALSO BEING THE POINT OF BEGINNING OF THE FOLL014ING DESCRIPTION; THENCE SOUTH 89*07148" WEST, ALONG A PORTION OF SAID BUILDING ENVELOPE LINE OF BUILDING 19, A DISTANCE OF 4.19 FEET; THENCE SOUTH 44°07'48" WEST, A DISTANCE OF 1.22 FEET; THENCE NORTH 00°52'12" NEST, ALONG A PORTION OF THE WEST LINE OF UNIT 5 OF SAID BUILDING 19 AS SHOWN ON SKETCH AND DESCRIPTION PREPARED BY BASE LINE LAND SURVEYORS INC., DATED 19 DEC 88, A DISTANCE OF 3.85 FEET; THENCE NORTH 72005104" EAST, A DISTANCE OF 3.95 FEET; THENCE SOUTH 17054'56" EAST, ALONG A LINE PARALLEL WITH AND 7.50 FEET EAST OF AS MEASURED AT RIGHT ANGLES TO THE SAID CENTERLINE OF A PROPOSED 15.00 FOOT WATERLINE EASEMENT, A DISTANCE OF 4.34 FEET TO THE POINT OF BEGINNING OF THIS DESCRIPTION. SAID LANDS SITUATE, LYING AND BEING IN THE CITY OF TAMARAC, FLORIDA AND CONTAINING 16 SQUARE FEET MORE OR LESS. CERTIFICATE: WE HEREBY CERTIFY THAT THIS DESCRIPTION AND SKETCH CONFORMS TO CHAPTER 21HH-6.006(1), MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING IN THE STATE OF FLORIDA AS ADOPTED BY THE DEPARTMENT OF PROFESSIONAL REGULATION, BOARD OF LAND SURVEYORS, IN SEPTEMBER 1981, AND IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. CRAVEN-THOMPSON & ASSOCIATES, INC. THIS SKETCH IS NOT VALID UNLESS IT SHEET 1 OF 2 SHEETS BUILDING 19 1 9(s) 0 BEARS AN RIGINAL SIGNATURE AND E T OMAS-C. SHAHAN�� PROFESSIONAL LAND SURVEYOR NO. 4387 STATE. OF FLORIDA FA C67r CRAVEN - THOMPSON & ASSOCIATES INC. ENGINEERS - PLANNERS - SURVEYORS 4141 0-F y (� 3663 N.W. 5340 STREET, FORT L.AUDERDALE FLORIDA 33309 (305) 739-6400 5154 OKEECHOBEE BOULEVARD, SUITE 1-D, WEST PALM BEACH, FLORIDA, 33417 (407) 694-1650 FOR T�'AN,iY.4o/TOG OfyflOO CO.Pf N" Nsr-�0 it8 E 4r8o NOTE TM Is MOT A S TCN OF r11111M, Out only a ap! dep{cHon of Has /esorlphon shown Mason. There has boon no fiUd work, vlowlno of the sub►rct property, or wrenwrisrrb set In oomactlon with the paperetien of the hdomution shown horror. QEA,P//16,r SAS£O ON Cro.OEsr Ar w4W,0aNr.N- OB /07 O 4 BC,P BU/LO/NG fNi�EIOPE L/NEJ' BA�'EO Ory �.P.91✓/NGS, ,P,e2 4,PfL7 BY BA- !/NE L.oND .S!/Pv�J'D�PS, lNC , A4;2 V -T MAY /Mf, A'Yl.sE,0 3 ✓/41V / 9B 9, ✓OB /✓a /,SOQ. UN/T' L/NEJ' ,g,aev D.V _f1w; // wwP arse,,P1OT/,zv R..PfOA,PEd OP BAJ'E LiNf tWAI.0 AAt/EyaP.s lAr, ZW74V A C /9, /BBB- P 4 5 6LDG. fN0EIOPE C/rYE `�PDB Fp,P BLl3G, /y N/T ,54:V'!V eJ/6 " aAresvv * /jPs-4' 1re,r 1;r0:w /rv./7' &-f4ff03'!v"w yfai' ass*or'di'E sos'' 3. Nav'J2r2 �✓ ,3 ds ' 4. /YT2"DSpQf .S S 17054'SG 'v ,f4-.f7.4 -& d32. 90' "v dA'.Td ,v E BUILDING 19 (6:> r`.��' ' ,S/�EET 2 Of � .S•yEETS DATED: /9PO .S'.w�TC'.y .TJ ALL"Ord'JP.4NY DES'C�P/OT/O/Y UPDATES and/or REVISIONS DATE BY CK'D NOTE The undersiond and CRAVEN-THOMPSON & ASSOCIATES, INC. make no representations or guarantees as to the Information reflected hereon pertaining to easements, rights-ol-way, set back lines, reservations, agreements and other similar matters, and further, this Instrument is not intended to reflect Or set forth all such matter&. Such information should be obtained and confirmed by others through appropriate title verification. NOTE Land& shown hereon were not abstracted for right-ol-way and/or easements of record. JOB NO. 4! p3��/ DRAWN BY: ;-� CHECKEb BY:TS. s�"F.B. PG. FILE NO.''"r rEt,ysA F. • 0 . LX # I4 rr ,8- 3 DESCRIPTION: A PORTION OF PARCEL 3 "CYPRESS AT WOODMONT III" THEREOF, AS RECORDED -IN PLAT BOOK 107, PAGE BROWARD COUNTY, FLORIDA BEING MORE PARTICULARLY gS'd-- `fG ACCORDING TO THE PLAT 4 OF THE PUBLIC RECORDS OF DESCRIBED AS FOLLOWS: - COMMENCING AT THE SOUTHEAST CORNER OF SAID "CYPRESS AT WOODMONT III"; THENCE NORTH 89"O1'50" WEST, ALONG THE SOUTH LINE OF SAID "CYPRESS AT WOODMONT III", A DISTANCE OF 264.41 FEET; THENCE NORTH 00°58'10" EAST, TO A POINT ON A PROPOSED 15.00 FOOT WATERLINE EASEMENT, A DISTANCE OF 109.31 FEET; THENCE NORTH 53*34154" EAST, A DISTANCE OF 99.40 FEET; THENCE SOUTH 34057'22" EAST, A DISTANCE OF 19.24 FEET, THE LAST .TWO (2) COURSES AND DISTANCES BEING ALONG THE CENTERLINE OF SAID PROPOSED 15.00 FOOT WATERLINE EASEMENT; THENCE SOUTH 55*02138" WEST, A DISTANCE OF 6.48 FEET, TO THE POINT OF BEGINNING OF THE FOLLOWING DESCRIPTION; THENCE SOUTH 37*04117" EAST, ALONG THE NORTHWEST BUILDING ENVELOPE LINE OF BUILDING NUMBER 27, AS SHOWN ON DRAWING PREPARED BY BASE LINE LAND SURVEYORS INC., JOB NO., P. 0. 1504, DATED 3 MAY 1988, REVISED 3 JAN. 1989, A DISTANCE OF 22.94 FEET; THENCE SOUTH 55002'38" WEST, A DISTANCE OF 6.67 FEET; THENCE NORTH 34'57'22" WEST, A DISTANCE OF 15.00 FEET; THENCE NORTH 55002138" EAST, A DISTANCE OF 4.80 FEET; THENCE NORTH 34057122" WEST, ALONG A LINE PARALLEL WITH AND 7.50 FEET SOUTH OF AS MEASURED AT RIGHT ANGLES TO THE SAID CENTERLINE OF A PROPOSED 15.00 FOOT WATERLINE EASEMENT, A DISTANCE OF 7.89 FEET; THENCE NORTH 52055143" EAST, A DISTANCE OF 1.02 FEET TO THE POINT OF BEGINNING. SAID LANDS SITUATE, LYING AND BEING IN THE CITY OF TAMARAC, BROWARD COUNTY, FLORIDA AND CONTAINING 105 SQUARE FEET MORE OR LESS: CERTIFICATE: WE HEREBY CERTIFY THAT THIS DESCRIPTION AND SKETCH CONFORMS TO CHAPTER 21HH-6.006(1), MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING IN THE STATE OF FLORIDA AS ADOPTED BY THE DEPARTMENT OF PROFESSIONAL REGULATION, BOARD OF LAND SURVEYORS, IN SEPTEMBER 1981, AND IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. CRAVEN-THOMPSON 6 ASSOCIATES, INC. THIS SKETCH IS NOT VALID UNLESS IT SEARS AN OR INAL SIG TU D AN �, THOMAS C. SHAHAN r PROFESSIONAL LAND SURVEYOR N0. 4387 SHEET 1 OF 2 SHEETS BUILDING 27 STATE OF FLORIDA i�?<1# 1e1 r 13 -3 : 4. -CRAVEN, THOMPSON & ASSOCIATES INC. ENGINEERS - PLANNERS -SURVEYORS 6 3563•' NN `-S3rd'Attreet •PT LAUOER"LE PuwmA .&M9 (305) ti39-6400 OFFICES, FONT LAUDERDALE. wrEST PALM wEACH sop $ Mi"K Rrot afkelo� cy.op. Z SCALE: ^%T.S. ME Y,*5PI/M" - AVvcI A5'4 O' A14722leZ1 VE- — BUILDING Zi (g) DATED- xPL4 /93pzZ _- tlwiE • i&a A 94CM, Of 9OVET.M enif a NAMK MP,Lf,M of r1N dw'Pla" Wwe MMM %we hn 00*0 as # I" N•\ . giNME w of eveow 9A00"1 • M teemomew Mt is urneetlev wa we McMnto" M 00 Mf/re'e 00 00" owes& jwwwax ^zv 4/Y Cr rJ ,vr ao t,'aiYTIrL P.B. /07 Oft BUILD//VG ENrELOoqr L//YE.1' 94JE0 OVY 0"A"IN61f ,3 MAY 1988, •eEv/SEp .3 _IWAt . IMF XB NO, P. a..150¢ 's r� Oar y �10 ,VWEfr�'y�G. Z? 76 IV q �Oss� #1E N 55 k° eo 38 Sr� N�a 5T �P Pa C. it ew AaeEG 3 'PB /a7 y4- b S�YEfT t DF2 Jf�ET,S Afr4l / Ty Aeea05�Mv A�relelArlaly UPDATES and/or REVISIONS DATE BY CK'D HQTJE_ The amW repreetntatq,n or ores as to** inlormaram refieeted tur" pwtoh•mable rick i na SO nwnts,rights-of-way,eetbockWm,rf!servohorw,opreems,rsand~fiMAW ton, and f~, fhis inetrmmi is riot 6AN ded ro fsflW Or set forth all such ma»e►s Such mforrrwtion 0 Wd be obtained and OOWWmed by 0"wn "nuO dpprapriote hfk vertif cotm NQTE Lands shown lwp w wM W abstracted far nail-Of-wq and/Or e0temeMs of record JOS DRAWN BY; S� CHEMED IY :£3• C . CODE r. 27 IFILIE MO M' f ♦ . �oobr�oNT� AVE`% froll,,vl ONT 31 rA�' 1- :�4DM WMOmomde 1 s i;F4[E311 FINr cNA 73-21 '� er nJ COLWS.0 / .S 103 6M /N eF- N L� Y i _ 00 .