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Home My WebLink AboutCity of Tamarac Resolution R-82-034Introduced by !,(,) Temp. # 2160 1 2 3 4 5 �^ 3 1 8 9 10 11 12 13 14 7.5 17 .-18 '2 0 21 22 23 24 25 26 27 28 29 ,S 1 33 34 35 36 CITY OF TAMARAC, FLORIDA RESOLUTION NO. R — 9 2- A RESOLUTION ACCEPTING A BILL OF SALE ABSOLUTE FOR WATER AND SEWER DISTRIBUTION AND COLLECTION SYSTEMS AT THE VILLAS AT THE GATE; AND PROVIDING AN EFFECTIVE DATE. BE IT RESOLVED BY THE COUNCIL OF THE CITY OF TAMARAC, FLORIDA: SECTION 1: That the Bill of Sale Absolute offered by City National Bank of Miami, as Trustee under Land Trust #5003235, for all the Water and Sewer Distribution and Collection SystEm Improvements and. appurtenances within the Publi, Rights of Way and Utility Easements within that portion of Tract "A" of The Villas At The Gate, Plat Book 104, Page 6, is hereby accepted. Copy of said Bill of Sale is attached as Exhibit "A". SECTION 2: The Mayor and City Clerk are hereby authorized to execute the Bill of Sale. The City Clerk is instructed to record this document in the Public Records of Broward County, Florida. SECTION 3: This Resolution shall become effective upon adoption. PASSED, ADOPTED AND APPROVED this /0 day of , 1982. 011- ATTEST: NO..40W-5 , 0 ASSISTANT CITY « � I HEREBY CERTIFY that I have approved the form and correctness of this RESOLUTION. -�;/d/ 1 4'�4-I 91111"t CITY ATTORL MAYOR: DISTRICT DISTRICT DISTRICT DISTRICT RECORD OF COUNCIL VOTE BILL OF SALE raom CORPORATION �jl NI t RAMCO FORM 38 Know RII Men by These presentv ThatCITY NATIONAL BUNK OF MIAN12, as Trustee__under._Lap.d..T ast_ QQ3 3 , a corporation organized and existing under and by virtue of the laws of the State of ----------- F1-QJ'id6k--------------------- f having its principal place of business in the City of..... Miami........................................and County of ._.__ Dade___________________in the State of.....Florida of the first part, for and in consideration of the sum of .... -------------------Dollars, in lawful money (and other good and valuable considerations unto it moving) to it paid by -------------------------------------------------- CITY................................................. ------....--•--•----- Tamarac of the City of.---•----------------- ---------------------- --- County of Br. .... --- - - - •- - - - and State of ......... Florida •- _------_--, of the second part, the receipt of which is hereby acknowledged by it, has granted, bargained, sold, transferred, set over and delivered, and by these presents does grant, bargain, sell, transfer, set over and deliver unto the part...... of the second part, ......... its__successors______________________and assigns, all those certain goods and chattels, described as follows: The water lines and sewer lines and appurtenant fittings located within the water line and sewer line easements within that portion of Tract "A" of "THE VILLAS AT THE GATE" as shown in Plat Book 104, Page 6, of the Public Records of Broward County, Florida, which easements aremore particularly described in Exhibits "A" and "B" respectively, attached hereto and made a part hereof. To Haut and To Mold the same unto the part.Y--- ..... of the second part, ......its and assigns forever. And the party of the first part, for itself and its successors, hereby covenants to and with the part y........ of the second part_,its.su=essors_and assigns that it is the lawful owner of the said goods and chattels; that they are free from all liens and incumbrances; that it has good right to sell the same as aforesaid, and that it will warrant and defend the same against the lawful claims and demands of all persons whomsoever. ]n witness 19hered.. the party of the first part has caused its corporate name to be here- unto subscribed and its corporate seal to be affixed by its officer...... hereunto duly authorized, this the -------•---? da o 'u w 45 , - Y f --------•-- A. D. 19._ 81.. Signed, sealed and delivered in our presence: CITY NATIONAL BANK OF MIAML, as Trustee C li under. Trust..No,..-5003235---------------------- ! BY/�.1.�.. +J- ..........................:r� .................................................... Vice-Pres. & Trust Off' r This Instrument Prepared by: Tlrrs ustrument prepared by: SUMNER, H. SHAFMASTER, ESQ. Address YOUNG, STERN & TANNENBAUM, P.A. P.O. BOX 600.550 NORTH MIAMI BEACH, FLORIDA 33160 r WT 711 pie6N salidx3 UOISsiwwo3 41 ePuoJ�3°_?fie}$.:� 19nd tiE}oN sa.lidxa uoisslwwoa i(x ................... ...---------- GC+'r.�7 lol ailgn .lvloN i -------------------�;------------------ ---------------------- ..-. 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Z� 9-LLQLL ov�.� Id ywm a i \• uN O�gWV uvd ��W. ZOO ' 0 "�W�=_<<_ `o��mEF g `�'�■� �Q'�� .y o■�w x�o. iO g g -j / milli EXHIBIT "B" % W `k- VA'N� -rj- N� rtheost Corner of 7roG1 A" p^' 'TheV/llos a//he Gala'0044) �pO � - I°= a ' 5S7'3/'0b"W-68.35'.� a v o r-7_ j -NOi 24'/4"W-92A8 IF. t I -4, F. J P0.8 Exrsl:� 252H,/,fy f I N?710746'E-62.10' +illl I. Eo3em�+f (/04 6� L Ns e1132'/6"E - /67. 25' g i iM r n � J%.f' PDI /V27 ° /7'56E'-102.45' in i I / PO I NY "E ` I I �6 // N25 32W(o E-//3.93 (�I I I � I I� o� lk poiNT'V' Ir N N6`09'S4'W - 66,44' ,S39'46MV-105.30//4 S89'/9'9ly"W��S 75 N8946/aW g" 50149104'E (' S77 43'30o~W ; I ; /25. 00' � 50006126"VY /49.n' /3/.00' L PO 1 MT 'r-•' THE VILLAS AT THE GATE SEWER LINE EASEMENT A PORTION OF TRACT A, "THE VILLAS AT THE GATE", ACCORDING TO THE PLAT THEREO AS RECORDED IN PLAT BOOK 104 AT PAGE 6 OF THEPUBLIC RECORDS OF BROVIARD COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: A ST4ZIP OF LAND 15 FEET IN WIDTH, LYING 7.5 FEET TO THE #LIGHT, AND 7.5 FEET TO THE LEFT, AS MEASURED AT RIGHT ANGLES OF THE FOLLOWING DESCRIBED CENTER- LINE, WITH THE SIDES BEING SHORTENED, OR LENGTHENED, SO AS TO FORM A CONTINUOUS 15 FOOT WIDE STRIP OF LAND. COMMENCE AT THE NORTHEAST COPNER OF TRACT A, "THE VILLAS AT THE GATE", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 104, AT PAGE 6 OF THE PUBLIC RECORDS OF BROWARD COUNTY FLORIDA; THENCE RUN S.10 30' 24"E. ALONG THE EASTERLY BOUINDARY OF SAID TRACT A, "THE VILLAS AT THE GATE", FOR 86.77 FEET; THENCE RUN S.87°31'06"W. FOR 39.11 FEET, TO THE POINT OF BEGINNING OF THE HEREINAFTER DESCRIBED CENTERLINE; THENCE CONTINUE S.870 31' 06"W. ALONG THE LAST DESCRIBED COURSE FOR 68.35 FEET; THENCE RUN S.1° 35' 04"E. FOR 281.35 FEET; THENCE RUN 5.10 38' 14"E. FOR 279.53 FEET; THENCE RUN S.390 46' 26"W. FOR 105.30 FEET; TO A POINT HEREINAFTER KNOWN AS POINT "A"; THENCE RUN N.89046' 14"W. FOR 180.00 FEET; THENCE RUN S.891 19' 46"W. FOR 400.85 FEET, TO A POINT HEREINAFTER KNOWN AS POINT 11811; THENCE RUN S.890 30' 06"W. FOR 76.P5 FEET, TO A POINT HEREIIwAFTER KNOWN AS POINT "C"; THENCE RUN N.60 09' 5411W. FOR 68.44 FEET, TO A POINT HEREINAFTER K'lOW►•d AS POINT "D"; Tr-,ENCE RUN .050 19' 04"W. FOR 203.00 FEET; THENCE RUN N.250 32' 0611E. FOR 113.93 FEET 0 POINT HEREI14AFTER KNOWN AS POINT "Ell; THENCE RUN N.270 17' 56"E. FOR i02 �+5 FEET, TO A POINT HEREINAFTER KNOWN AS POINT "F"; THENCE RUN N.27�0 01' 46"E. FOR 82.00 FEET; THENCE RUN N.010 24' 14"W. FOR 92.08 FEET, TO i"HE POINT OF TERMINATION OF THIS DESCRIBED CENTERLINE. AND HARRIS 52734E PAGE 1 OF 2 al #Keystone Engineering Inc. K Land Planners ..... Engineers ..... Land Surveyors 6301 N.W. 9th Avenue. Suite B, Fort Lauderdale. Florida 33309 Phone (305) 772-6330 A STRIP OF LAND 15 FEET IN WIDTH, LYING .7.5 FEET TO THE RIGHT, AND 7.5 FEET TO THE LEFT, AS MEASURED AT RIGHT ANGLES OF THE FOLLOWING DESCRIBED CENTERLINE WITH THE SIDES BEING SHORTENED, OR LENGTHENED, SO AS TO FORM A CONTINUOUS 15 FOOT WIDE STRIP OF LAND. BEGIN AT THE AFOREMENTIONED POINT "A", AND RUN S.790 36' 14"E. FOR 135.25 FEET TO THE POINT OF TERMINATION OF THIS DESCRIBED CENTERLINE. AND A STRIP OF LAND 15 FEET IN WIDTH, LYING 7.5 FEET TO THE RIGHT AND 7.5 FEEiOM64 TOTHE LEFT, AS MEASURED AT RIGHT ANGLES OF THE FOLLOWING DESCRIBED CENTER- LINE, WITH THE SIDES BEING SHORTENED, OR LENGTHENED SO AS TO FORM A MORE CONTINUOUS 15 F00T WIDE STRIP OF LAND. BEGIN AT THE AFOREMENTIONED POINT "A", AND RUN S.00 06" 2611W. FOR 131.00 FEET, TO THE POINT OF TERMINATION OF THIS DESCRIBED CENTERLINE. AND A STRIP OF LAND 15 FEET IN WIDTH, LY114G TO THE LEFT, AS MEASURED AT RIGHT ANGLES LINE, WITH THE SIDES BEING SHORTENED OR CONTINUOUS 15 FOOT STRIP OF LAND, BEGIN AND RUN S.00 49' 04"E. FOR 125.80 FEET, DESCRIBED CENTERLINE. AND 7.5 FEET TO THE RIGHT AND 7.5 FEET OF THE FOLLOWING DESCRIBED CENTEP,- LENGTHENED, SO AS TO FORM A AT THE AFOREMENTIONED POINT "B", TO THE POINT OF TERMINATION OF THIS A STRIP OF LAND 15 FEET IN WIDTH, LYING 7.5 FEET TO THE RIGHT, AND 7.5 FEET TO THE LEFT, AS MEASURED AT RIGHT ANGLES OF THE FOLLOWING DESCRIBED CENTER- LINE, WITH THE SIDES BEING SHORTENED, OR LENGTHENED, SO AS TO FORM A CONTINUOUS 15 FOOT WIDE STRIP OF LAND, BEGIN AT AFOREMENTIONED POINT "C ", AND RUN 5.770 43' 26"W. FOR 149.17 FEET , TO THE POINT OF TERMINATION OF THIS DESCRIBED CENTERLINE. AND A STRIP OF LAND 15 FEET IN WIDTH, LYING 7.5 FEET TO THE RIGHT, AND 7.5 FEET TO THE LEFT, AS MEASURED AT RIGHT ANGLES OF THE FOLLOWING DESCRIBED CENTER- LINE, WITH THE SIDES BEING SHORTENED, OR LENGTHENED, SO AS TO FORM A CONTIN UOUS 15 FOOT WIDE STRIP OF LAND, BEGIN AT THE AFOREMENTIONED POINT "D"; THENCE RUN N.880 58' 04"W. FOR 125.42 FEET; THENCE RUN S.260 06' 16"W. FOR 134.00 FEET, TO THE POINT OF TERMINATION OF THIS DESCRIBED CENTERLINE. AND A STRIP OF LAND 15 FEET IN WIDTH LYING 7.5 FEET TO THE RIGHT, AND 7.5 FEET TO THE LEFT, AS MEASURED AT RIGHT ANGLES OF THE FOLLOWING DESCRIBED CENTEP- LINE, WITH THE SIDES BEING SHORTENED, OR LENGTHENES SO AS TO FORM A CONTINUOUS 15 FOOT WIDE STRIP OF LAND, BEGIN AT AFOREMENTIONED POINT "E', AND RUN N.670 57' 43"W. FOR 79.21 FEET TO THE POINT OF TERMINATION OF THIS DESCRIBED CENTERLINE AND A STRIP OF LAND 15 FEET IN WIDTH, LYING 7.5 FEET TO THE RIGHT, AND 7.5 FEET TO THE LEFT, AS MEASURED AT RIGHT ANGLES OF THE FOLLOWING DESCRIBED CENTER- LINE, WITH THE SIDES BEING SHORTENED, OR LENGTHENED, SO AS TO FORM A CONT I'JUOUS 15 FOOT WIDE STRIP OF LAND, BEGIN AT AFOREMENTIONED POINT "F", ..- A'Jr') RUN N-880 32' 16"E. FOR 167.25 FEET, TO THE POINT OF TERMINATION OF , TJIS DESCRIBED CENTERLINE SV D LANDS LYING AND BEING IN BROWARD COUNTY, FLORIDA. HARRIS 4/2/80 52734E FB:79-51/73 & 74 80-22/ 1, 2, 3, & 5 PAGE 2 OF 2 Keystone Engineering Inc. IKnLand Planners ----- Engineers ----- Land Surveyors 6301 N.W. 9th Avenue, Suite B, Fort Lauderdale, Florida 33309 a Phone (305) 772-6330