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HomeMy WebLinkAboutCity of Tamarac Resolution R-98-030Temp. Reso. #8005 October 30, 1997 1 CITY OF TAMARAC RESOLUTION NO. R-98--O A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF TAMARAC, FLORIDA, AUTHORIZING THE APPROPRIATE CITY OFFICIALS TO ACCEPT AND EXECUTE A "TAMARAC WATER AND SEWER UTILITY EASEMENT' WITH PULTE HOME CORPORATION FOR THE PLUM HARBOR PROJECT LOCATED ON THE NORTHEAST CORNER OF NOB HILL ROAD AND COMMERCIAL BOULEVARD TO ALLOW LEGAL ACCESS BY CITY UTILITY PERSONNEL FOR INSTALLING, MAINTAINING, AND OPERATING THE WATER DISTRIBUTION AND SEWAGE COLLECTION SYSTEMS; PROVIDING FOR CONFLICTS; PROVIDING FOR SEVERABILITY; AND PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, the Site Plan for the Plum Harbor Project located on the northeast corner of Nob Hill Road and Commercial Boulevard (attached hereto in map form as "Exhibit 1 ") was approved by City Commission on May 17, 1996; and WHEREAS, the development of the Plum Harbor Project required the installation of a Water Distribution System and Sewage Collection Systems; and WHEREAS, an easement is required by City Code Section 22-191 for the Water Distribution and Sewage Collection Systems required to serve the Plum Harbor Project; and WHEREAS, Pulte Home Corporation, as the owner of the property has offered the "Tamarac Water and Sewer Utility Easement" for water mains, water services, fire hydrants and sanitary sewers; and Temp. Reso. #8005 October 30, 1997 2 WHEREAS, it is the recommendation of the Director of Utilities that this easement be accepted and executed for the Plum Harbor Project; and WHEREAS, the City Commission of the City of Tamarac, Florida deems it to be in the best interest of the citizens and residents of the City of Tamarac to accept and execute a "Tamarac Water and Sewer Utility Easement" with Pulte Home Corporation for the Plum Harbor Project required for the installation, maintenance and operation of the Water Distribution and Sewage Collection System. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COMMISSION OF THE CITY OF TAMARAC, FLORIDA: SECTION 1: The foregoing "WHEREAS" clauses are hereby ratified and confirmed as being true and correct and are hereby made a specific part of this resolution. SECTION 2: That the appropriate City Officials are hereby authorized to accept and execute a "Tamarac Water and Sewer Utility Easement" (attached hereto as "Exhibit 2") with Pulte Home Corporation for the Plum Harbor Project located on the northeast corner of Nob Hill road and Commercial Boulevard to allow legal access by City Utility Personnel in performing their duties, including utility installation, maintenance and operation. SECTION 3: That the City Clerk is hereby authorized and directed to record said Agreement in the public records of Broward County. SECTION 4: All resolutions or parts of resolutions in conflict herewith are hereby repealed to the extent of such conflict. SECTION 5: If any clause, section, other part or application of this 1-1 1 ri Temp. Reso. #8005 October 30, 1997 3 Resolution is held by any court of competent jurisdiction to be unconstitutional or invalid, in part or application, it shall not affect the validity of the remaining portions or applications of this Resolution. SECTION 6: This Resolution shall become effective immediately upon its passage and adoption. PASSED, ADOPTED AND APPROVED this // day of , ..; ATTEST: :��- IA-U� PATRICIA MARCURIO, CMC ASSISTANT CITY CLERK I HEREBY CERTIFY that I have TR/dav/aml CITY ATT JOE SCHREIBER MAYOR USTt VOTE I_. EXHIBIT 2 Temp. Reso.#8005 THIS INSTRUMENT PREPARED BY RECORD AND RETURN TO: MICHELLE M. DEROSA, ESQUIRE GOLDBERG, YOUNG & GRAVENHORST, P.A. 1630 North Federal Highway Fort Lauderdale, Florida 33305 DATER AND SEWER UT,Z;Z,I,TY_ EASEMENT FOR: PLUM HARBOR On this 11 day of February , 199 8, PULTE HOME CORPORATION, a Michigan corporation, having an address of 1350 East Newport Center Drive, Suite 200, Deerfield Beach, Florida 33442 (hereinafter "Grantor"), expressly grants 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 "G rantee") 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 Grantor, receipt of which is hereby acknowledged by both parties. Grantor is the developer of a residential community known as Plum Harbor, a legal description and sketch of which is attached hereto as Exhibit "A" , and incorporated by reference herein, (hereinafter the servient estate). The Servient Estate is subject to a Declaration of Covenants, Restrictions and Easements for Plum Harbor dated February 23, 1994 and recorded February 28, 1994 in Official Records Book 21808, Page 149 of the Public Records of Broward County, Florida, together with 1 any amendments thereto (hereinafter referred to as "Declaration of Covenants") . Pursuant to the Declaration of Covenants (and particularly Article 2 thereof), Grantor has the unilateral right to grant or create such easements (exclusive or non-exclusive) as it may determine in its sole discretion without the joinder of any other parties. Grantor hereby pursuant to Article 2 of the Declaration of Covenants grants, bargains and sells to Grantee, its successors and assigns, a perpetual non-exclusive easement under, over and upon a portion of the Servient Estate, a legal description of which is attached hereto as Exhibit"B" and incorporated by reference herein (hereinafter 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 exclusive to the extent that Grantor 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 Grantor may furnish an easement to, but not limited to, Florida Power and Light, Southern Bell, City of Sunrise Gas Department or franchised cable TV that crosses this easement at 900 angles. Notwithstanding 2 anything contained herein, the City of Sunrise Natural Gas Easement imay be located within the Easement Area. However, in no event shall any natural gas line running parallel to the water and sewer lines within the Easement Area be located within eight feet of a water main and appurtenance and/or 10 feet from any storm or sanitary sewer main. Grantor may, for its 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 Grantor impede the easement herein granted or the exercise of the rights of use thereunder. Grantee shall have the right to remove any natural or man-made obstructions placed on the easement which impede the easement herein granted or the exercise of the rights thereunder. Grantor grants to Grantee, a perpetual non-exclusive easement upon the Servient Estate whereby Grantee shall have reasonable 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 document. Grantee shall record this document in the Public Records of Broward County, Florida. 0 3 • 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 modifications concerning this instrument, shall be of no force and effect, excepting a subsequent modification reduced to writing, signed by the party to be charged therewith. IN WITNESS WHEREOF, Grantor has hereunto set his hand and seal on the day and year first above written. WITNESS WITNESS STATE OF FLORIDA COUNTY OF BROWARD rpz{ano. SS (GRANTOR) PULTE HOME CORPORATION, a Michijapn corporation 'STEVEN /J. ' FE1MMAN, an Authorize ignatory The foregoing instrument was acknowledged before me this � _ day of 1997, by STEVEN J. FELDMAN of Pulte Home Corporation, a Michigan corporation, on behalf of the corporation. He is personally known to me [or has produced as identification]. WITNESS my hand and official seal this 1 day of('91 , 1997. NARY PUBLIC, State of Florida at Large MY CCMMI3310N M GC 528024 7, � EXPIRES; January28,2= (Signature of Notary Public Bonded Thro Notary Public UndBrwlft m Print \ c• Commission No. ( VPersonally known to me, or ( ) Produced Identification Type of I.D. Produced ( ) DID take an oath, or ( ) DID NOT take an oath. 4 ATTEST-,-," o ert S. Noe, Jr., C y Manager ACCEPTED BY CITY OF TAMARAC GRAN7Lz4e,� By: Schreiber, ayor Date: February 11, 1998 ATTEST:^, BY: � Patricia Marcurio, CMC o ert S. Noe, Jr., Assistant City Clerk City Manager Date: February 1.1._ 1998 r� u is Appy'ovod/ as t MiViiell S . Kr , City Attorney v STATE OF FLORIDA ) ) SS COUNTY OF BROWARD ) 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 Joe Schreiber, Robert S. Noe, Jr., Carol A. Evans, and Mitchell S. Kraft, to me known to be the persons described in and who executed the foregoing instrument and they acknowledged before me that they executed the same. WITNESS my hand and official seal this 11 199 8. y tiPQY Po OFFICIAL NOTARY SEAL O ?i PHYLLIS POLIKOFF J k COMMISSION NUMBER +nA ��' a q CC380392 7�� F q`o MY COMMISSION O MISS 1998 P. o.� �,o l day o f February , NOTARY PUBLIC, Statue of Florida at Large L% ZZ15 P'0 6 1CO F (Name of Notary Public: Print, Type as Commissioned) (X ) Personally known to me, or ( ) Produced Identification _ btamp, or Type of I.D. Produced ( ) DID take an oath, or (X ) DID NOT take an oath. mmd\contract\tamarac.ph md061797.1 0 • EXHIBIT A DESCRIPTION Parcels "A", "B", and "C", "LAND SECTION 811, according to the plat thereof as recorded in Plat Book 154, Page 48 of the Public Records of Broward County, Florida. • • W7 N09'36'02'E 2605.59' S09'36'02'W 726_17' _ _ N_66-5-7 74 200.36' S89'36'02'M 91. 35, DESCRIPTION Parcels 'A', 'B', and 'C', 'LAND SECTION 8'. according to the plat thereof, as recorded in Plat Book 154, Page 48, of the Public Records of Broward County, Florida: SKETCH AND DESCRIPTION THIS IS NOT A SURVEY SURVEYOR'S CERTIFICATE HEREBY UERTIFY THAT THIS DESCRIPTION AND SKETCH WERE PREPARED UNDER TI REC110N AND MEET THE MINIMVN TECHNICAL STANDARDS AS SET FORTH BY THE F'LOgI IOARO Df PROFE6510NAL SUPVEYORS AND MAPPERS IN CHAPTER BIG17-6, F40RI 1UMIN1$ IRATIVF. COOF„ HURSUANT TO SECTION 472, 027. FLORIDA STATUTES. OR THY FIRM, SY: �fk/1A-��------- ITCHA.Dw. SMITH 'ROFE5RIDEGI LAND ONNO.YOR 'LDRItlA PEDISTgAT10N N0. ti;34 C�/\P(//�-A II G AAA.) SMITH G ASSOCIATES `/ `J CONSULTING ENGINFFRS-PLANNFRS-SUAVE YtlI1S /,� IOOtl WEST Mr NAB RDAO POMPANO 9541 rLtlRItlA 33UG9 (95d1 792-B27H CERTIFICATE N0. L9-311tl m 0 m W S89'36'024 1319.48' f SURVEYOR'S NOTES 1, REPRODUCTIONS OF THIS SKETCH ARE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 2. THIS PARCEL HAS NOT BEEN ABSTRACTED FOR RIGHTS -OF -NAY, EASEMENTS, OR OTHER RECORDED OR UNRECORDED INSTRUMENTS. 3. BEARINGS SHOWN HEREON ARE. RELATIVE TO THE NORTH LINE OF "LAND SECTION B'. AS RECORDED IN PLAT BOOK 154, PAGE 48, OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA, HAVING A PLATTED BEARING OF NORTH 89'36'02" EAST. LTCH AND DESCRIPTION AM 10124197 _ N A RHS REVISION OWN DATE F6/PG CKD LAND SECTION 8 PARCELS " A" , " B" , and ' C" PROJECT NUMBER: 92-1529 L113RARY: 15297-1S SHEET i OF i EXHIBIT 1 • • • TEMP. RESO. # $005 TAMARAC MARKET PLACE II.T.W. MIMAI. z z PUBLIC SERVICES COMPLEX 70 ST 68 PL TAMARAC GARDENS WEST z 67 CT 0 ST �W TAMA AC GAR ENS E T 3 70 ST v F- 70 ST til MCNAB ROAD M > $4v � Q W �Py LIME BA 4 SEC, II 0 a WESTW❑❑D 2 67 ST ww 67 w y y y 9� '` ST T ❑ D 2 jj i y y AV D 6> y ,v 66 a 66 Cr cT i�i Q of j/ rti 96 AV // y �� y 66 ST j% 6 y y `�A C w / a y W D. WOOD 1 (SPYGLASS y 65 CT y 94 TERR '�4' `aF� ��9('E�A S QQ % 2 " y THE VILLAGE ' (65S �Wpp-D 3 w Ld y\\`\ ,y W y y y y WEDGEW❑❑D LNLANDSEC w/! y �' C St GULF COURSE (63 ST) y y y y W y y y y y y y W y y y y y W sH 3 }�q �, 7Il ►" �" ¢�A 61 ST Q x `*� � (PATIO HOME !� �a��N"'�� P"� �� �d t� a"�'' � t r �`s 6 Tm r60 STd +Sit !" 9 ry�3SW" WXxMMr 1flM' GAF j 59 Pal% LANDINGS ON Fr " SPOT CYPRESS ` �r �3r2�� t ERM"� L M / GREENS nhYtr m x w x N r rl 59 CT / ,, £ ` p µ F M H RBOR PItNI kAR1�AR ur / WATERS �tisr ► t�,r i/ EDGE PZI V, G. C, PARK lit \\\\\\\\\\\\\\\\\\\\\\ (VISUAL GRAPHICS) GRAPHL I NE 58 \\�\ \�PLUM ��\\ SITE sr \�\�� LOCATION c, THE TAMARAC z M I AM I © ;. \\\\\\�\\\\\\\\\\ \\\\ \\\\\\\\\\\\\\\\\�\\\\ JEW I SH ST❑R❑PACK HERALD CENTER FERGUSON 57 ST CORP, (CO RD 870) LY❑NS COMM SUB COMMERCIAL BLVD PLUMBY2.DWC PLUM HARBOR WATER AND SEWER UTILITY EASEMENT FORT LAUDERDALE TRUCK FARMS PLAT BOOK 4, PAGE 31 B. C. R. 1�1 • • W 70 S LLI 7 Q r 11 rn IN WEST COMMERCIAL BOULEVARD _11(/111:4 NL��y LOCATION MAP (NOT TO SCALE] SURVEYOR'S NOTES 1. REPRODUCTIONS OF THIS SKETCH ARE NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYORS SEAL. 2, LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS -OF - WAY, EASEMENTS, OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD. 3. BEARINGS SHOWN HEREON ARE RELATIVE TO THE NATIONAL GEODETIC SURVEY TRANSVERSE MERCATOR, FLORIDA EAST ZONE, GRID NORTH, AS SHOWN THE STONER/KEITH RESURVEY AS RECORDED IN MISCELLANEOUS PLAT BOOK 3, PAGE 44, OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA, BASED ON THE NORTH LINE OF LAND SECTION O BEARING NORTH 89°36'02" EAST. 4. THIS 15 NOT A BOUNDARY SURVEY, 5. THIS IS A SPECIFIC PURPOSES SURVEY' OF A SKETCH s SURVEYOR'S CERTIFICATE DESCRIPTION OF A PROPOSED INGRESS -EGRESS, UTILITY AND DRAINAGE EASEMENT, WE HEREBY CERTIFY THAT THE ATTACHED SPECIFIC PURPOSES SURVEY (SKETCH 6 DESCRIPTION OF - EASEMENT] OF THE HEREON DESCRIBED PROPERTY IS TRUE AND CORRECT. WE FURTHER CERTIFY THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS FOR SURVEYING IN THE STATE OF FLORIDA ACCORDING TO CHAPTER 6lG17-6 OF THE FLORIDA ADMINISTRATIVE CODE. SUBJECT TO THE QUALIFICATIONS SHOWN HEREON. FOR THE FIRM F ERICK E. C0NR0D III OFESSIONAL LAND SURVEYOR FLORIDA REGISTRATION NO. 2816 REVISION unnnn Unit ur r i cLucuun � tc� t BY: IELD WORK PAGE BY: REVISED JWN N/A N/A MGC REVISE LOTS RAP N/A N/A CRAIG A. SMITH & ASSOCIATES CONSULTING ENGINEERS -PLANNERS -SURVEYORS 1000 WEST MC NAB ROAD POMPANO BEACH, FLORIDA, 33069 og (305)782-8222 CERT. NO, LB00031i0 DATE: -___ - �f_¢! _9¢ - MF IE SKETCH 6 DESCRIPTION PLUM HARBOR - PHASE I WATER AND SEWER UTILITY EASEMENT CAD LIBRARY: i529MIEi SCALE: NAME: DATE: N. A. DRAWN: R. PEDRAZA 10-31-94 PROJECT NO. CHECKED: FAG It- 4-94 92-1529 FIELDWORK: PLAT BOOK 154, PAGE 48 BCR ISHEET i OF 4 DESCRIPTION • • A portion of Parcel "A", "LAND SECTION B", according to the plat thereof, as recorded in Plat Book 154, Page 46 of the Public Records of Broward County, Florida, being more particularly described as follows: COMMENCING at the Northwest corner of said "LAND SECTION 811; THENCE North 89°36'02" East along the Northerly Boundary of said Plat. a distance of 16B9. 82 feet; THENCE South 00023' 58" East, a distance of 439.55 feet to the POINT OF BEGINNING; THENCE South 89° 06' 03" East, a distance of 40.03 feet; THENCE South 01'26'21" East, a distance of 95.12 feet to the beginning of a Tangent curve concave to the Northeast; THENCE Southeasterly, along the arc of said curve having a radius of 20.00 feet, a de I to of 88057' 37" , and an arc distance of 31.05 feet to an intersection with a non -tangent line; THENCE South 02" 28' 42" East, a distance of 40.03 feet to a point on the arc of a non -tangent curve concave to the Southeast (said point bears North 00'23'56" West from the radius point of the next described curve); THENCE Southwesterly, along the arc of said curve having a radius of 20.00 feet, a delta of 91" 02' 23" , and an arc distance of 31.7B feet to a Point of Tangency: THENCE South 01026'21" East, a distance of 100.22 feet to the beginning of a Tangent curve concave to the Northeast: THENCE Southeasterly, along the arc of said curve having a radius of 20.00 feet, a delta of 88057' 37" , and an arc distance of 31.05 feet to an intersection with a non -tangent line; THENCE South 02128' 42" East, a distance of 40,03 feet to a point on the arc of a non -tangent curve concave to the Southeast (said point bears North 00°23'58" West from the radius point of the next described curve); THENCE Southwesterly, along the arc of said curve having a'radius of 20.00 feet, a delta of 91* 02' 23" , and an arc distance of 31.78 feet to a Point of Tangency; THENCE South 01°26'21" East, a distance of 100.22 feet to the beginning of a Tangent curve concave to the Northeast: THENCE Southeasterly, along the arc of said curve having a radius of 20.00 feet, a delta of 64132' 39" , and an arc distance of 22.53 feet to an intersection with a non -tangent line; THENCE South 24" 01' 00" West, a distance of 40.00 feet to a point on the arc of a non -tangent curve concave to the Northeast (said point bears South 24101'00" West from the radius point of the next described curve); THENCE Northwesterly, along the arc of said curve having a radius of 60.00 feet, a delta of 58119'12", and an arc distance of 61.07 feet to a Point of Reverse Curvature with a curve concave to the Southwest; THENCE Northwesterly, along the arc of said curve having a radius of 20.00 feet, a delta of 830 46' 33" , and an arc distance of 29.24 feet to a Point of Tangency; REVISION DRAWN V DATE OF FIELOBOOK CHECKED SKETCH DESCRIPTION BY: IELO WORK / PAGE BY: REVISED JWN N/A N/A I PLUM HARBOR - PHASE I REVISE LOTS RAP N/A N/A WATER AND SEWER UTILITY EASEMENT CRA I G A. SMITH & ASSOCIATES CAD LIBRARY: 1529M I E1 SCALE: CONSULTING ENGINEERS -PLANNERS -SURVEYORS NAME: DATE: N. A. 1000 WEST MC NAB ROAD DRAWN: R. PEDRAZA 10-31-94 PROJECT NO. COOB OMPANO BEACH, FLORIDA. 33069 CHECKED: M, SHATTO 92-1529 (305)782-8222 FIELDWORK: CERT. NO. LB00031tO IPLAT BOOK 154, PAGE 48 BCR ISHEET 2 OF 4 r] C� THENCE South 88033' 39" West, a distance of 100.67 feet to the beginning of a Tangent curve concave to the Southeast; THENCE Southwesterly, along the arc of said curve having a radius of 20.00 feet, a delta of 90° 00' 00" , and an arc distance of 31.42 feet to a Point of Tangency; THENCE South 010 26' 21" East, a distance of 83. i i feet: THENCE South 89036' 02" West, a distance of 40.01 feet; THENCE North 01*26'21" West, a distance of B2.3B feet to the beginning of a Tangent curve Concave to the Southwest; THENCE Northwesterly, along the arc of said curve having a radius of 20.00 feet, a delta of 90000' 00" , and an arc distance of 31.42 feet to a Point of Tangency; THENCE South 88633'39" West, a distance of 100.20 feet to the beginning of a Tangent curve concave to the Southeast; THENCE Southwesterly, along the arc of said curve having a radius of 20.00 feet, a delta of 90'00'00", and an arc distance of 31.42 feet to a Point of Tangency; THENCE South 01026'21" East, a distance of 79.84 feet; THENCE South 89° 36' 02" West, a distance of 40.01 feet; THENCE North 01' 26' 21" West, a distance of 566.09 feet; THENCE North 89° 36' 02" East, a distance of 40.01 feet; THENCE South 01026'21" East, a distance of 406.26 feet to the beginning of a Tangent curve concave to the Northeast; THENCE Southeasterly, along the arc of said curve having a radius of 20.00 feet, 'a delta of 90° 00' 00" , and an arc distance of 31.42 feet to a Point of Tangency; THENCE North B8°33'39" East, a distance of 100.20 feet to the beginning of a Tangent curve.concave to the Northwest; THENCE Northeasterly, along the arc of said curve having a radius of 20.00 feet, a delta of 90° 00' 00" , and an arc distance of 31.42 feet to a Point of Tangency; THENCE North 01" 26' 21" West, a distance of 403.71 feet; THENCE North 89036' 02" East, a distance of 40.01 feet; THENCE South 01"26'21" East, a distance of 402.99 feet to the beginning of a Tangent curve concave to the Northeast; THENCE Southeasterly, along the arc of said curve having a radius of 20.00 feet. a delta of 90" 00' 00" , and an arc distance of 31.42 feet to a Point of Tangency; THENCE North 88°33'39" East, a distance of t00.20 feet to the beginning of a Tangent curve concave to the Northwest; THENCE Northeasterly, along the arc of said curve having a radius of 20.00 feet, a delta of 90' 00' 00" , and an arc distance of 31.42 feet to a Point of Tangency; THENCE North 01026'21" West, a distance of 385.89 feet to the POINT OF BEGINNING. Said lands lying In the City of Tamarac, Broward County, Florida containing 1.818 acres, more or less. REVISION DRAWN BYt DArE OF IELD WORK FIE4DBDOK PAGE CHECKED 9Y: SKETCH DESCR I PT I QN PLUM HARBOR - PHASE I WATER AND SEWER UTILITY EASEMENT REVISED JWN N/A N/A f16C REVISE LOTS RAP N/A N/A F CRA I G A. SMITH 6 ASSOCIATES CAD LIBRARY: 1529M I Ei SCALE: CONSULTING ENGINEERS -PLANNERS -SURVEYORS NAME: DATE: N. A. 1000 WEST MC NAB ROAD DRAWN: A. PEDRAZA 10-31-94 PROJECT NO. POMPANO BEACH, FLORIDA, 33069 CHECKED: M. SHATTO 92-1529 (305)7B2-8222 FIELDWORK: CERT. NO. LB0003i10 IPLAT BOOK 154. PAGE 48 BCR ISHEET 3 OF 4 �J J • I* N89' 36' 02" E 1689. 82' NORTHERLY BOUNDARY cn POC "LAND SECTION B' ' NORTHWEST CORNER 'LAND SECTION 8' w PB 154, PG 48 BCR 1n C2 72 75 ill m A 73 74 110 137 135 � 135 134. Ol Ln N. PLUM BAY PARKWAY L _-S8Si"D6'O31E N89' 36' 024 E N89. 36' 02' E e,-40 03' 40.01' \ i 40.01' IB2 IBO 177 176 2B2 2B3 2B5 284 C z jCl 285 287 PV 289 258 13 4—n:o, 328 aI fn M 290 291 rol 293 292 Q; O r . � IN 294 295 01 296 1 297 ►1M. 322 323 325 324 318 319 321 320 L31A 315 316 317 y O N AN LM 6 A rn R-20. 00' V• OwIm ' a-0 E37"QaYbA A-31.05'fu m ziro0•�1 m88 I ru 0R-2.00' e9"02'23 s" wA-31.78' 4W4-2 pro 20. 00'. mA Ir�r•' Cm 08" 57' 37' �S �A-31.05' , 175 298 299 1 310 311 u? R- m R- r R-20. DO' c • 0100• ,- - 0' 0' 00" It o e-9i" 02' 23"Ah: I 301 p-31 42' 300 zl 313 A-31 42' 312 r r :gym 174 * 100. 20' m i00. 2-0' m ^� tiA-31.78' o w 88' 33' 39" 88. 33' 39' N ru 173 _ S88" 3 39",W z y S88• 3 39" " � m `-64' j ' 3 - rn e-64 32 39 I 10 �+ 0' v l 0 !0 7' ❑ ' A-22. 53' 172 V 302 303 LA ro �' co ❑ 307a Com " B M ro to R-2 00' ru w a1p� W Ir v co A-31 42' m W 0 = !��© 1D O ru a 3oe A-2 305 304 r1'1 309 N cz 0 A W 9 Z m 40.01' LEGEND S89. 35' 02" W A AM UKTB 40.OS' C."1E.R. W ARDICOOLIN! RECORDS ti� 0 50 100 200 R-60. oo' C a. IL B. OT10. REMM BOOK P.l. PLAT ,Op Aw58' 19' 12" ""°e e. POINT a eEi1RRIR6 GRAPHIC SCALE IN FEET A-61. 07' aae POBI OF COMMMOERT R RABIBi SCALE 1' - iq0' e9en_ RIEx1-oSOOM PuTY REVISION URAWN DATE OF FIELOBOOK HECKEO SKETCH 6 DESCRIPTION BY: FIELD WORK PAGE BY: REVISED JWN N/A N/A M4;C PLUM HARBOR - PHASE I REVISE LOTS RAP N/A N/A WATER AND SEWER UTILITY EASEMENT CRA I G A. SMITH & ASSOCIATES CAD LIBRARY: 1529M I Es SCALE: CONSULTING ENGINEERS -PLANNERS -SURVEYORS NAME: DATE: V - 100' 1000 WEST MC NAB ROAD DRAWN: R. PEDRAZA 10-31-94 PROJECT NO. POMPANO BEACH, FLORIDA, 33069 CHECKED: M. SHATTO 92-1529 (305)782-8222 FIELDWORK: -COUCERT. NO. LB0003110 PLAT BOOK 154, PAGE 48 BCR SHEET 4 OF 4 r� C c C 0 FORT LAUDERDALE TRUCK FARMS .r nnnv a aerr a[ S. C. R. WEST COMMERCIAL BOULEVARD SURVEYOR'S NOTES i, N OSEAL. KETCH ARE NOT VALID UNLESS SEALED WITH A 2. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS -OF -WAY, EASEMENTS, OWNERSHIP, OR OTHER, OR OTHER INSTRUMENTS OF RECORD. 3, BEARINGS SHOWN HEREON ARE RELATIVE TO THE NATIONAL GEODETIC SURVEY TRANSVERSE MERCATOR, FLORIDA EAST ZONE, GRID NORTH, AS SHOWN THE STONER/KEITH RESURVEY AS RECORDED IN MISCELLANEOUS PLAT BOOK 3. FLORIDA. BASED AON THE NORTH OF ELINE LOF LAND IC RSECDS TION R0 BEOWARD NTY, ARING NORTH 89'36'02' EAST, 4. THIS IS NOT A BOUNDARY SURVEY. 5. THIS IS A SPECIFIC PURPOSES SURVEY OF A SKETCH 5 DESCRIPTION OF A PROPOSED UTILITY EASEMENT. i D Li a S C r V W 0 LOCATION MAP (NOT TO SCALE) SURVEYOR'S CERTIFICATE WE HEREBY CERTIFY THAT THE ATTACHED SPECIFIC PURPOSES SURVEY (SKETCH 6 DESCRIPTION OF A UTILITY EASEMENT) OF THE HEREON DESCRIBED PROPERTY IS TRUE AND CORRECT. WE FURTHER CERTIFY THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS FOR SURVEYING IN THE STATE OF FLOADMRIDA INISTRATOIVEING TO CHAPTER CODE. SUBJECT TOGTHE6FLORIDA OF THE OUALIFICATIONS SHOWN HEREON, 7 FOR THE FIRM, BY:- EDER I CK EA�ONROD I I I PROSSIONLFELAND SURVEYOR FLORIDA REGISTRATION NO. 2816 E�19 REVISION DBYW" ELDWORK--L-EAGEK WBy! PLUM HARBOR PHASE I REV. AS PER PULTE JWN N/A N/A C WATER AND SEWER UTILITY EASEMENT CRA I G A. SMITH & ASSOCIATES CAD L I BRARY: i!��PROJErT SCALE: CONSULTING ENGINEERS -PLANNERS -SURVEYORS NAMN. A. (000 WEST MC NAB ROAD DRAWN: R. PENO. POMPANO BEACH, FLORIDA. 33069 CHECKED: 09SEF (305)782-8222 FIELDWORK: CERT. NO. L80003i10 PLAT BOOK i 92-1529 PAGE 48 BCR ISHEET i OF 7 J ■ DESCRIPTION • 11 C7 A portion of Parcel "A", LAND SECTION B, according to the plat thereof, as recorded In Plat Book 154, Page 48 of the Public Records of Broward County, Florida, being more particularly described as follows: COMMENCING at the Northwest corner of said Plat; Thence North 89036'02" East along the North line of said Plat, a distance of 1361.39 feet; Thence South Ot°26'2i" East, a distance of 415.07 feet to the POINT OF BEGINNING; Thence North 89' 36' 02" East. 180.23 feet to reference point " A" ; Thence continue North 69° 36' 02" East. 115.67 feet to the beginning of a tangent curve concave to the Southwest. Thence Southeasterly along the arc of said curve having a radius of 25.00 feet, a delta of BB° 57' 37" , and an arc distance of 38.82 feet to a point of tangency and Reference Point "B"; Thence South 01026' 21" East, t55. 68 feet; Thence North 89136'02" East. 60.37 feet to a point of cusp with a curve concave to the Southeast (a radial line through said point bears North 00023'58" West); Thence Southwesterly along the arc of said curve having a radius of 20.00 feet, a delta of 60000' 00" , and an arc distance of 20.94 feet; Thence South 89' 36' 02" West. 42.87 feet: Thence South 01' 26' 21" East. 120.22 feet; Thence North 89136'02" East, 42.51 feet to a point on the arc of a curve concave to the Northeast (a radial line through said point bears South 59° 36' 02" West) ; Thence Southeasterly along the arc of said curve having a radius of 20.00 feet, a delta of 6D° 00' 00" , and an arc distance of 20.94 feet; Thence South 89' 36' 02" West, 59.65 feet; Thence South Di°26'2i" East. 40.01 feet; Thence North 89°36'02" East, 60.37 feet to a point of cusp with a curve concave to the Southeast (a radial line through said point bears North 00'23'5B" West); Thence Southwesterly along the arc of said curve having a radius of 20. 00 'feet, a delta of 60° 00' 00" , and an arc distance of 20.94 feet; Thence South 69" 36' 02" West, 42.87 feet; Thence South 01026'21" East, 39.98 feet; Thence South 01'41'58" East, 77.63 feet to a point on the arc of a curve concave to the Northeast (a radial line through said point bears South B2°20'121, West); Thence Southeasterly along the arc of said curve having a radius of 60,00 feet, a delta of 56' i9' i2" , and an arc distance of 61.07 feet; REVISION F-19 PLUM HARBOR - PHASE I WATER AND SEWER UTILITY EASEMENT CRA I G A. SMITH & ASSOCIATES CAD LIBRARY: i529MFEt (E-19) SCALE: CONSULTING ENGINEERS -PLANNERS -SURVEYORS NAME: DATE: N. A. 1000 WEST MC NAB ROAD DRAWN: R. PEDRAZA 10-06-94 PROJECT NO. POMPANO BEACH, FLORIDA, 33069 CHECKED: CAULFIELD to o�n a� 92-1529 (305)782-B222 FIELDWORK: CERT. NO. LB0003i10 IPLAT BOOK 154, PAGE 48BCR ISHEET 2 OF 7 i r • • Thence South 01126'21" East, 10,90 feet to a point on the arc of a curve concave to Northeast (a radial line through said point bears South 20110' 43" West); Thence Northwesterly alongq the arc of said curve having a radius of 70.00 feet, a delta of 62° 09' 29" , and an arc distance of 75.94 feet to a point of reverse curvature; Thence Northwesterly along the arc of said curve having a radius of 10.00 feet, a delta of 83046' 33" , and an arc distance of 14.62 feet to a point of tangency and Reference Paint "C"; Thence South 88°33'39" West, 100.67 feet to the beginning of a tangent curve concave to the Southeast; Thence Southwesterly along the arc of said curve having a radius of 10.00 feet, a delta of 90° 00' 00" , and an arc distance of 15.71 feet to a point of tangency; Thence South 01' 26' 21" East, 83.29 feet; Thence South 89036' 02" West, 10.00 feet; Thence North 01' 26' 21" West, 276.68 feet; Thence South 88033' 39" West, 40.00 feet; Thence South 01,26'21" East, 113.57 feet to Reference Point "0"; Thence continue South 01' 26' 21" East, 162.38 feet; Thence South 89136' 02" West, 10.00 feet; Thence North 01026'21" West, 82.20 feet to the beginning of a tangent curve concave to the Southwest; Thence Northwestern along the arc of said curve having a radius of io. 00 feet, a delta of 90° 00' 00" , and an arc distance of i5. 7i feet to a point of tangency and Reference Point "E"; Thence South 88033'39" West, .100.20 feet to the beginning of a tangent curve concave to the Southeast; Thence Southwesterly along the arc of said curve having a radius of 10.00 feet, a delta of 90° DO' 00" , and an arc distance of 15.71 feet to a point of tangency; Thence South 01026'21" East,. 80.02 feet: Thence South 89036' 02" West., 10. 00 feet; Thence North 01626'21'! West, 273.41 feet; Thence South 88" 33' 39" West, 40.00 feet; Thence North 01" 26' 21" West, 10.00 feet; Thence North 88033' 39" East, 40.00 feet; Thence North 01'26'21" West, 292.69 feet to the POINT OF BEGINNING; LESS COMMENCING at said Reference Point "A"; Thence South 01*26'21" East, 10.00 feet to the POINT OF BEGINNING; Thence continue South 010 26' 21" East, 279.42 feet; REVISION PLUM HARBOR - PHASE I WATER AND SEWER UTILITY EASEMENT CRA I G A. SMITH & ASSOCIATES CAD LIBRARY: 1529MFEi ( E-19) gCALE: CONSULTING ENGINEERS -PLANNERS -SURVEYORS NAME: DATE; N. A. 1000 WEST MC NAB ROAD DRAWN: EE ZA 10-06-94 PROJECT NO. POMPANO BEACH, FLORIDA, 33069 CHECKED: LD \o-off q� 92-1529 (305)782-B222 FIELDWORK: CERT. NO. LB00031lO IPLAT BOOK 154, PAGE 48 BCR ISHEET. 3 OF 7 • • C� Thence South 88° 33' 39" West, 40.00 feet; Thence North 01° 26' 21" West. 280.14 feet; Thence North 89° 36' 02" East, 40.01 feet to the POINT OF BEGINNING; LESS COMMENCING at said Reference Point "B"; Thence South 88033' 39" West, l0. 00 feet to the POINT OF BEGINNING; Thence South 01126'21" East, 385.89 feet to the beginning of a tangent curve concave to the Northwest; Thence Southwesterly along the arc of said curve having a radius of 10.00 feet, a delta of 90' 00' 00" , and an arc distance of 15.71 feet to a point of tangency; Thence South BB°33'39" West, 100.20 feet to the beginning of a tangent curve concave to the Northeast; Thence Northwesterly along the arc of said curve having a radius of l0. OO feet, a delta of 90° 00' 00" , and an arc distance of 15.71 feet to a point of tangency; Thence North 01026' 21" West, 402. BO feet; Thence North 89036'02" East, 105.49 feet to the beginning of a tangent curve concave to the Southwest: Thence Southeasterly along the arc of said curve having a radius of 15.00 feet, a delta of 88057' 37" , and an arc distance of 23.29 feet to the POINT OF BEGINNING; LESS COMMENCING at Said Reference Point "C"; Thence North 010 26' 21" West, 10.00 feet to the POINT OF BEGINNING; Thence South 68033' 39" West, 100. 67 feet to the beginning of a tangent curve concave to the Southeast; Thence Southwesterly along the arc of said curve having a radius of 20.00 feet, a delta of 30000' 00" , and an arc distance of 10.47 feet: Thence North 01'26'21" West, 45.36 feet to a point on the arc of a curve concave to the Northeast (a radial line through said point bears 28° 33' 39" West); Thence Southeasterly along the arc of said curve having a radius of 20.00 feet, a delta of 30° 00' 00" , and an arc distance of 10.47 feet, to a point of tangency; Thence North 88'33'39" East, 100.20 feet to the beginning of a tangent curve concave to the Northwest; Thence Northeasterly along the arc of said curve having a radius of 20.00 feet, a delta of 30' 15' 35" , and an arc distance of 10,56 feet; Thence South 01041' 58" East, 45.30 feet to a point on the arc of a curve concave to the Southwest (a radial line through said point bears North 27056'35" East); REV IS I ON UHAWN UA i t ur r ILLUUUUK FIp1;Kp BY: tEI.O WORK PAGE BY' REV, AS PER PULTE JWN N/A I N/A I FEC PLUM HARBOR - PHASE I WATER AND SEWER UTILITY EASEMENT CRA I G A. SMITH & ASSOCIATES CAD LIBRARY: 1529MFE1 ( E-i9) SCALE: CONSULTING ENGINEERS -PLANNERS -SURVEYORS NAME: DATE: N. A. 1000 WEST MC NAB ROAD DRAWN: R. PEDRAZA 10-06-94 PROJECT NO. coas OMPANO BEACH, FLORIDA. 33069 CHECKED: CAULFIELD 92-1529 (305)782-8222 FIELDWORK: CERT. NO. LB0003110 PLAT BOOK 154. PAGE 4B BCR SHEET 4 OF 7 • • 11 Thence Northwesterly along the arc of said curve having a radius of 20.00 feet. a delta of 29' 22' 56" , and an arc distance of tO. 26 feet to the POINT OF BEGINNING; LESS COMMENCING at said Reference Point "D"; Thence South BB°33'39" West, 10.00 feet to a point lying on the arc of a curve concave to the Northwest (a radial line through said point bears North B8033'39" East) and the POINT OF BEGINNING; Thence Southwesterly along the are of said curve having a radius of 10.00 feet, a delta of 90000' 00" , and an arc distance of 15.71 feet to a point of tangency; Thence South 88°33'39" West, 100,20 feet to the beginning of a tangent curve concave to the Northeast; Thence Northwesterly along the arc of said curve having a radius of 10.00 feet, a delta of 90000' 00" , and an arc distance of 15.71 feet to a point of tangency; Thence North 01* 26' 21" West. 406.07 feet; Thence North 89° 36' 02" East. 120.22 feet; Thence South 01026'21" East, 403.89 feet to the POINT OF BEGINNING; LESS COMMENCING at said Reference Point "E"; Thence North 01' 26' 21" West, 10.00 feet to the POINT OF BEGINNING; Thence South 88033'39" West, t00.20 feet to the beginning of a tangent curve concave to the Southeast; Thence Southwesterly along the arc of said curve having a radius of 20.00 feet, a delta of 30° 00' 00" , and an arc distance of 10.47 feet; Thence North 01°26'21" West. 45,36 feet to a point on the arc of a curve concave to the Northeast (a radial line through said point bears South 28'33'39" West); Thence Southeasterly along the arc of said curve having a radius of 20.00 feet, a delta of 30" 00' 00" , and an arc distance of 10.47 feet to the a point of tangency; Thence North 88033'39" East, 100,20 feet to the beginning of a tangent curve concave to the Northwest; Thence Northeasterly along the arc of 'said curve having a radius of 20.00 feet, a delta of 30100' 00" , and an arc distance of 10.47 feet; Thence South 01° 26' 21" East. 45.36 feet to a point on the arc of a curve concave to the Southwest (a radial line through said point bears North 28033'39" East); Thence Northwesterly along the arc of said curve having a radius of 20.00 feet, a delta of 30100' 00" , and an arc distance of 10.47 feet to the POINT OF BEGINNING. Said lands lying in the City of Tamarac, Broward County, Florida, E-19 REVISION DBY�R DATE OF IELD WORK FIELPDA E . CHBY, PLUM HARBOR - PHASE I WATER AND SEWER UTILITY EASEMENT CRA I G A. SMITH & ASSOCIATES CAD L I BRARY: 1529MFE1 ( E-19) SCALE. CONSULTING ENGINEERS -PLANNERS -SURVEYORS NAME: DATE: N. A. 1000 WEST MC NAB ROAD DRAWN: R. PEDRAZA 10-06-94 PROJECT NO, Co's OMPANO BEACH, FLORIDA, 33069 CHECKED: CAULFIELD l0-06•g4 92-t529 (305)782-8222 FIELDWORK: CERT. NO. LB0003i10 PLAT BOOK 154, PAGE 48 BCR 1SHEET 5 OF 7 lu I* ' 178 179 180 177 0 25 50 10 GRAPHIC SCALE IN FET I SCALE i' - 50' (e1 fat NOV26'21 W 406.07' ?94 299 282 3r 285 n LEGEND 286 293 290 A ARC LENGTH BLC A. CENTERLINEBROWARD COUNRECORDS AWDCENTAL (DELTA) ANGLE m P. . B. B PAFOUA6ABOKRECORDS BOOK r PO. PAGE P.B.B. POINT OF BEGINNING P. O. C. POI WT OF COMMENCEMENT N A/WRIBWOT-BDF-WAY 293 a Y. N Z m 292 291 SB. FT, S UARE FEET 284 d 0 287 29B N 285 I ryrl S01' 26' 2i' El 403.89' ... cf] 4010 26' 21' W 402. 80' m m 314 (n 321 318 V 315 O 32O 319 1'1 . POC NORTHWEST CORNER 'LAND SECTION 8' PB 154, PG 48 BCR NORTHERLY BOUNDARY m 'LAND SECTION 8' W 9 CA w •- rn Ir wo to Iv —IQ m - S0i415. 07' i' 26' 21' E i 0.00' 137 136 - R-25.00' 0-88' 57' 37' 11 A-38.82' cn CIO AEF..FT.......B' ...._ ............. .. 4 �I NFn �I // n 1U R-20.00' J! = I 4 w A-60' 00' 00� 1 A-20.94' N�� RoA 3i AL' Y 426 I -19 REV I S I ON DRAWN DATE OF F I EL0800K NECKED BY: FIELD WORK PAG 6Yt PLUM HARBOR -- PHASE I REV. AS PER PULTE JWN N/A N/A WATER AND SEWER UTILITY EASEMENT CRA I G A. SMITH & ASSOCIATES CAD LIBRARY: i529MFEi (E—i9)SCALE: CONSULTING ENGINEERS -PLANNERS -SURVEYORS NAME: DATE: i" - 50' NOD WEST MC NAB ROAD DRAWN: R. PEDRAZA 10-06-94 PROJECT NO. coo s OMPANO BEACH, FLORIDA, 33069 CHECKED: 92-i529 (305)762-8222 FIELDWORK: CERT. NO. LB0003110 IPLAT BOOK 154, PAGE 48 BCR ISHEET B OF 7 329 Cy Q1 Cal 325 322 14v- b m C�p' A 1 R-i 00' 324 323 328 A-88'57'37' A-23.29' i S01' 2 ' 21' E 38 .89' 1, ' !i I 11 r] I 0 I I I 0�J 50 100 LEGEND 174 175 s7s ,771 na A ARC LENOT I ■. C. R. BROWARD COUNTY RECORDS EMi■ 9G• 2S' M GRAPHIC SCALE IN FEET a CENTRAL I) DELTA) ANGLE 11■O 26 I SCALE 1' - 50' FNO. OFFIFOUNCIAL Z92.68 O. R. B. OFi IC BOOK RECORDS BOOK P. PLAT BOOK PG. PAGE P, p. B- POINT OF BEGINNING P.O.C. POINT OF CONNENCENENT R-2 172 173 R/N RIGNT80E-NAY �...� SO. FT. SQUARE FEE NOV 6 9 ■ U C o FRE CH PL I1M ANE - !4. "2 z Z N Im— ;: NOI Rq' 2i' W 1273 41,, ..:: m:_._.._ ...._ ..... V W 211N'.1= 501' 26' 21' E 0.02' j1 45 36'/1" Oi' 26' 2i' N 406.07' N �'-20.00'I; s"B, z9e m m 302 A A- DD 10. 7 , 111 439, 298 294 �93 R-10.00' � III R- 0.00' _ A-90' 00' 00' 305 1 L I _'� iv 3as A-90' 00' 00' m A-M71' c�.i� $''� w 0:15.71' CC)0 ' 26' 21' W S o'4 i ( RAD ALl �, co 0, 00' c S88' 3 39' W cn tQ W 303 00'11 v 1D. DO' 295 292 o �++ Q; Ar30' 00' 0 C3 300 299 O g c 304 yzg °f A A-10 47' I I► 297 'i t ru 9 m Ntl! 82. 20Z1' W 40 . Io [ 9F _ S�f 42 361 I v 2i ) �� 501 26 2i ' KEL5EY LANE - cwyF' 38' " i7 .. _ _. I AEF PT a NOV:26' 21' N 276.68'; _ _... S0!' 26' 2i' E n1l'0i45.36' N e� ND!' 26' 21' 402.80' s 30920. Da I J2- 3, D Q2 A ■ 00, oat g 9'�/gC'�9' 3144R-iD.00'CD -iD.147~� �3f3A-90'00'00'm � a -so 0.00, A-M 71'00 1 S622 R-20. 1, I•NOi'26g e ; A-1� 35' • 10, 00, $ 315 LAKE H�� S6 �l V R-20. O(Y- 4 312 317 320 R-10' 00' 9q�/a?5,F "'` A�290f-"3 2' 56" 3„ ■ 11.125f', " g o� A-83 46'33SO! 26'2i E A-14, 62' A50'I'II ' 39.98' 01'26'21'E 385.89308 307 r ' 4 4i 5 PLUM Q!'..2612�"� R-70.00' p:N ' • �, 50i'26'::21'E SO 4i 58 E 40.01' N120.22' 1 A-62' 09' 29" �1 HARBOR . A-75.94' C 1 RCLE r\ w g S •- r IN ,. ... _ w . /� /�/ /,.•, 345 V I m fls2o'f0A4/q A-60.00' R-20.00' ,,II I R-0.00' �; SOi' 26' 2i' E i I i I 3 A-58' 19' 12' w A-60' 00' 00" 00°Q'60.00 ' 00 10.90' A-61.07' N A-20.94' RAD I AL A+20.94' REVISION DRAWN DATE OF F I ELOBOOK PHECKED BY; IELD WORK / PAGE BY: REV, A5 PER PULTE JWN N/A N/A PLUM HARBOR - PHASE I WATER AND SEWER UTILITY EASEMENT CRA I G A. SM I TH & ASSOCIATES CAD LIBRARY: 1529MFE1 (E-i9) SCALE: CONSULTING ENGINEERS -PLANNERS -SURVEYORS NAME: DATE: i' - 50' 1000 WEST MC NAB ROAD DRAWN' R. PEDRAZA 10-06-94 PROJECT NO. POMPANO BEACH, FLORIDA. 33069 CHECKED: 92-1529 (305)782-8222 FIELDWORK: �.coaBCERT. NO. LB0003110 PLAT BOOK 154, PAGE 413 BCR ISHEET 7 OF 7 FORT LAUDERDALE TRUCK FARMS PLAT BOOK 4, PAGE 31 B. C. R. C� J cl a d 17 J J Cc C a WEST COMMERCIAL BOULEVARD SURVEYOR'S NOTES 1. REPRODUCTIONS OF THIS SKETCH ARE NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYOR'S SEAL. 2. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS -OF -WAY, EASEMENTS, OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD. 3, BEARINGS SHOWN HEREON ARE RELATIVE TO THE FLORIDA COORDINATE SYSTEM EAST ZONE, GRID NORTH, TRANSVERSE MERCATOR PROJECTION (STONER/KEITH RESURVEY AS RECORDED IN MISCELLANEOUS PLAT BOOK 3, PAGE 44, OF THE PUBLIC RECORDS OF BROWARO COUNTY, FLORIDA) BASED ON THE NORTH LINE OF LAND SECTION 8 BEARING NORTH 89'36'02' EAST, 4, THIS IS NOT A BOUNDARY SURVEY. duz XT v Cn x z LOCATION MAP (NOT TO SCALE) SURVEYOR'S CERTIFICATE I HEREBY CERTIFY THAT THIS DESCRIPTION AND SKETCH WERE PREPARED UNDER MY DIRECTION AND MEET THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION A72; 27 FLLOORIPAIS'TATUTES. FOR THE FIRM, BY: ---- _LCei!i!I_CJn!Y---_------ RICHARD H. SMITH PROFESSIONAL LAND SURVEYOR FLORIDA REGISTRATION NO. 5239 REVISION unYnn . IELic WORK ' PAGE n 11 13Y: REVISED JWN N/A N/A MGC REVISE LOTS RAP N/A N/A REVISE EASEMENT JWN N/A N/A RH6 CRAIG A. SMITH & ASSOCIATES CONSULTING ENGINEERS -PLANNERS -SURVEYORS 1000 WEST MC NAB ROAD OMPANO BEACH, FLORIDA, 33069 COU B (305)782-8222 CERT. NO. LB0003ii0 PLUM HARBOR PHASE II WATER & SEWER UTILITY EASEMENT PROJECT NUMBER: 92-1529 CAD LIBRARY: i529-E26 SCALE: NAME: DATE: N. A. OAAWN: JOHN NEW 4/29/96 PROJECT No. CHECKED: R. SMITH 4/29/96 92-1529 FIELDWORK: FIELDWOOK PG. ISHEET i OF 4 • C� E DESCRIPTION A portion of Parcel "A", "Land Section 8", as recorded in Plat Book 154, Page 48 of the Public Records of Broward County, Florida being more particularly described as follows: COMMENCING at the Northeast corner of said Parcel "A"; THENCE South 89036'02" West along the North Boundary of said Parcel " A" , a distance of 573.09 feet; THENCE South 01026'21" East, a distance of 450.47 feet to the POINT OF BEGINNING; THENCE continue South 01'26'21" East, a distance of 410.93 feet to the beginning of a Tangent curve concave to the Northeast; THENCE Southeasterly, along the arc of said curve having a radius of 20.00 feet, a delta of 88" 57' 07" , and an arc distance of 31.05 feet to an intersection with a non -tangent line; THENCE South 14' 47' 44" West, a distance of 41.45 feet to a point on the arc of a non -tangent curve concave to the Southeast (said point bears North 00'23'58" West from the radius point of the next described curve); THENCE Southwesterly, along the arc of said curve having a radius of 20.00 feet, a delta of 75' 34' 10" , and an arc distance of 26.36 feet to a Point of Reverse Curvature with a curve concave to the Northwest; THENCE Southwesterly, along the arc of said curve having a radius of 25,00 feet, a delta of 53° 43' 04" , and an arc distance of 23.44 feet to a Point of Reverse Curvature to the Northwest; THENCE Southwesterly, along the arc of said curve having a radius of 60.00 feet, a delta of 53' 43' 04" , and an arc distance of 56.25 feet to a Point of Tangency; THENCE South 89' 36' 02" West, a distance of 230.64 feet to the beginning of a Tangent curve concave to the Northeast; THENCE Northwesterly, along the arc of said curve having a radius of 60.00 feet, a delta of 24024' 58" , and an arc distance of 25.57 feet to an intersection with a radial line; THENCE North 24' 01' 00" East, a distance of 40.00 feet to a point on the arc of a non -tangent curve concave to the Northeast (said point bears South 24°01'00" West from the radius point of the next described curve); THENCE Southeasterly, along the arc of said curve having a radius of 20.00 feet, a delta of 24024' 58" , and an arc distance of 8.52 feet to a Point of Tangency; THENCE North 89036' 02" East, a distance of 230.64 feet to the beginning of a Tangent curve concave to the Northwest; THENCE Northeasterly, along the arc of said curve having a radius of 20.00 feet, a de I to of 910 02' 23" , and an arc distance of 31.78 feet to a Point of Tangency; REV IS ION unnnn 9YT qL� Ely: REVISED JWN N/AA N/A r16: ED PAGE r- C PLUM HARBOR PHASE 11 REVISE LOTS RAP N/A N/A WATER & SEWER UTILITY EASEMENT REVISE EASEMENT JWN N/A N/A RHG PROJECT NUMBER: 92-- 1529 CRA I G A. SMITH & ASSOCIATES CAD LIBRARY: 1529--E25 SCALE: CONSULTING ENGINEERS -PLANNERS -SURVEYORS NAME: DATE: N. A. 1000 WEST MC NAB ROAD DRAWN: JOHN NEW 4/29/96 PROJECT NO. POMPANO BEACH, FLORIDA, 33069 CHECKED: R. SMITH 4/29/96 92 1629 (305)782-8222 FIELDWORK: CERT. NO. LB0003110 FIELDWORK ,PG. ISHEET 2 DF 4 r� C� r� THENCE North 010 26' 21" West, a distance of 100.22 feet to the beginning of a Tangent curve concave to the Southwest; THENCE Northwesterly, along the arc of said curve having a radius of 20.00 feet, a delta of 88° 57' 37" , and an arc distance of 31.05 feet to a Point of Tangency; THENCE South 89036' 02" West, a distance of 230.64 feet; THENCE North 02028' 42" West, a distance of 40.03 feet; THENCE North 89036'02" East, a distance of 230.64 feet to the beginning of a Tangent curve concave to the Northwest: THENCE Northeasterly, along the arc of said curve having a radius of 20.00 feet, a delta of 91° 02' 23" , and an arc distance of 31.78 feet to a Point of Tangency; THENCE North 01'26'21" West, a distance of 100.22 feet to the beginning of a Tangent curve concave to the Southwest; THENCE Northwesterly, along the arc of said curve having a radius of 20.00 feet, a delta of 88057' 37" , and an arc distance of 31.05 feet to a Point of Tangency; THENCE South 69' 36' 02" West, a distance of 230.64 feet; THENCE North 02' 2B' 42" West, a distance of 40.03 feet; THENCE North 89' 36' 02" East, a distance of 230.64 feet to the beginning of a.Tangent curve concave to the Northwest; THENCE Northeasterly, along the arc of said curve having a radius of 20.00 feet, a delta of Sl10 02' 23" , and an arc distance of 31.78 feet to a Point of Tangency; THENCE North 01* 26' 21" West, a distance of 84.45 feet; THENCE North 89036' 02" East, a distance of 40.01 feet to the POINT OF BEGINNING. Said lands lying in the City of Tamarac, Broward County, Florida containing 51, 344 square feet (1.179 acres), more or less. REVISION OBy.HA�IELI) WORK I ILLUBUOPAGE K NBy. REVISED JWN N/A N/A MC-C PLUM HARBOR PHASE 11 REVISE LOTS RAP N/A N/A WATER 6 SEWER UTILITY EASEMENT REVISE EASEMENT JWN N/A N/A RHC. PROJECT NUMBER: 92— 1529 CRA I G A. SMITH 6 ASSOCIATES CAD LIBRARY: 1529-E26 SCALE: CONSULTING ENGINEERS -PLANNERS -SURVEYORS NAME: DATE: N. A. 1000 WEST MC NAB ROAD DRAWN: JOHN NEW 4/29/964 PROJECT No. cogs OMPANO BEACH, FLORIDA, 33069 CHECKED: R. SMITH 4/29/964 92 1529 (305)782-8222 FIELDWORK: CERT. NO. LB0003110 FIELDWOOK PG. ISHEET 3 OF 4 C` • S89' 36' 02' W 573. 09' - ti NORTH BOUNDARY PARCEL 'A' Poe cn 'LAND SECTION 8' NORTHEAST CORNEA PARCEL 'A' 'LAND SECTION 0' ry PB 154, PG 48 BCA m N89° 36' 02" E a 40. 01' o N. PLUM BAY PARKWAY n I z ° POB LOT LOT R-20.00' Arn 429 430 A-9i902' 23" L I A-31. 78' 1' I ��,' N89° 36' 02" E 230. 64' aIM1lAo o I tU a v o — VERMOSA LANE N. N a4` S89936' 02" W 230. 64' .0 I a 42B R-20. 00 0 40. 0D' m 427 x A-88° 57' 37" o 0 A-31.05' o� nl a R-20: 00' TM tiro LOT LOT A'91 02 23 m Iz 415 0 o 416 A-31. 78' w N N89936' 02" E 230. 64' • a � x o VERM SA LANE I A S.I� ro S89° 36' 02" W 230. 64' A I .x LOT LOT R-20. 00' 0 I 414 413 A-88057' 37" 'c") e A-31.05' �cn Ir R-20.00' R-20.00' r" m �A-2A4;%� B" A-91° 02' 23" a oo A-31.78' N89036' 02" E 230. 64' p aQ O o PLUM HARBOR `C I ROLE S89936' 02" W 230. 64' R-60.00' R-60.00' ' A-53° 43' 04" A-24° 24' A-56.25' A-25.57' LEGEND A ARC LENCTN & L It BRONARD COUNTY RECORDS O.R.& OFFICIAL RECORDS BOON P.& PLAT WON P.C.P. PERNAIEMI CONTROL POINT PACE CENTETLINE e CENTRAL [DELTA) ANDIE P,& PLAT WON P.L P. PERMANENT CONIPAX POINT PAGE PPI.& POINT OF BEOIMIIMQ P.O.L PeMNT of COMMENCEMENT R RADIUS SO. FT. SQUARE FEET R-20. 00' A-8V 57' 37" A-31. 05' - R-25. 00' A-53° 43' 04" A-23. 44' 0 50 100 200 GRAPHIC SCALE IN FEET SCALE 1' - 100' E-26 REV IS ION UIIANN DAII, LIF F ILLODUUK CIIECKEU ° II L "DFIK PACE By PLUM HARBOR PHASE 1 1 REVISED JWN N/A N/A �16C REVISE LOTS RAP N/A N/A WATER & SEWER UTILITY EASEMENT REVISE EASEMENT JWN N/A N/A RH6 PROJECT NUMBER: 92-1529 CRA I G A. SMITH & ASSOCIATES CAD LIBRARY: 1529-E26 SCALE: CONSULTING ENGINEERS -PLANNERS -SURVEYORS NAME: DATE: i" - 10o' 1000 WEST MC NAB ROAD DRAWN: JOHN NEW 4/29/96 PROJECT NO. POMPANO BEACH, FLORIDA, 33069 CHECKED: R. SMITH 4/29/96 92 1529 (3051782-B222 FIELDWORK: CERT. NO. 1-80003110 IFIELDBOOK .PG. SHEET 4 OF 4 FORT LAUDERDALE TRUCK FARMS PLAT BOOK 4, PAGE 31 B. C. R. r� u F: C x CE C 2 WEST COMMERCIAL. BOULEVARD SURVEYOR'S NOTES L REPRODUCTIONS OF THIS SKETCH ARE NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYOR'S SEAL. 2. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS -OF -WAY, EASEMENTS, OWNERSHIP, OR OTHER INSTRUMENTS. 3. BEARINGS SHOWN HEREON ARE RELATIVE TO THE FLORIDA COORDINATE SYSTEM EAST ZONE, GRID NORTH, TRANSVERSE MERCATOR PROJECTION (STONER/KEITH RESURVEY AS RECORDED IN MISCELLANEOUS PLAT BOOK 3, PAGE 44, OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA) BASED ON THE NORTH LINE OF LAND SECTION B BEARING NORTH 89.36'02' EAST. 4. THIS IS NOT A BOUNDARY SURVEY. TE TE TE ITE rl�(7 11�4 N;V LOCATION MAP (NOT TO SCALE) SURVEYOR'S CERTIFICATE I HEREBY CERTIFY THAT THIS DESCRIPTION AND SKETCH WERE PREPARED UNDER MY DIRECTION AND MEET THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 6iGi7-6, FLOP I DA ADM I N I STRAT I VE CODE, PURSUANT TO SECT I ON 47,7 �0227. FLOOR I VA STATUTES. FOR THE FIRM, BY: --- ------ Z4..C!![ ____---____ RICHARD H. SMITH PROFESSIONAL LAND SURVEYOR FLORIDA REGISTRATION NO. 5239 REVISION GNAXN V UAIk OF YIL•LI1tlUlNay. PLUM HARBOR PHASE 13Y: IELO WORK PAGEE BY: 11 SKETCH 6 DESCRIPTION RAP N/A N/A REVISED SKETCH C DESCRIPTION JWN N/A N/A RHS WATER & SEWER UTILITY EASEMENT PROJECT NUMBER: 92-1529 CRA I G A. SMITH & ASSOCIATES CAD LIBRARY: 1529E25 SCALE: CONSULTING ENGINEERS -PLANNERS -SURVEYORS NAME: DATE: N. A. 1000 WEST MC NAB ROAD DRAWN: JOHN NEW 3/01/96 PROJECT NO. Co POMPANO BEACH, FLORIDA, 33069 CHECKED: R. SMITH 3/7/ /96 92-1529 (305)782-8222 FIELDWORK: CERT. NO. LB0003tl0 IFIELDBOOK ,PG. ISHEET i OF 4 I�1�)•�l�Y�llliii[d;L r] • A portion of Parcel "A", "Land Section B", according to the Plat thereof, as recorded in Plat Book 154. Page 4B of the Public Records of Broward County, Florida being more particularly described as follows: COMMENCING at the Northwest corner of said Parcel "A"; THENCE North B9036'02" East along the North Boundary of said Parcel " A" , a distance of 1987.49 feet; THENCE continue South 01* 26' 21" East, a distance of 439.71 feet to the POINT OF BEGINNING of the centerline of a 10.00 foot wide strip of land; THENCE South W 26'2i" East, a distance of 95.31 feet to the beginning of a Tangent curve concave to the Northwest; THENCE Southwesterly, along the arc of said curve having a radius of 15.00 feet, a delta of 910 02' 23" , and an arc distance of 23.83.feet to a Point of Tangency; THENCE South B9036' 02" West, a distance of 230.64 feet to REFERENCE POINT "A", said point also being the beginning of a Tangent curve concave to the Northeast; THENCE Northwesterly, along the arc of said curve having a radius of 15.00 feet, a delta of 88057' 37" , and an arc distance of 23.29 feet to a Point of Tangency; THENCE North Oi° 26' 2V West, a distance of 95.12 feet to the beginning of a Tangent curve concave to the Southeast; THENCE Northeasterly, along the arc of said curve having a radius of 20.00 feet, a delta of 91° 02' 23" , and an arc distance of 31.78 feet to a Point of Tangency; THENCE North 89036' 02" East, a distance of 230.64 feet to the beginning of a Tangent curve concave to the Southwest; THENCE Southeasterly, along the arc of said curve having a radius of 20.00 feet, a delta of 88057' 37" , and an arc distance of 31.05 feet to a Point of Termination; TOGETHER WITH: COMMENCING at REFERENCE POINT "A"; THENCE South 02003' 461, East, a distance of 50.02 feet to the POINT OF BEGINNING of the centerline of a 10.00 foot wide strip of land; THENCE North 89036'02" East, a distance of 230.64 feet to the beginning of a Tangent curve concave to the Southwest; THENCE Southeasterly, along the arc of said curve having a radius of 15.00 feet, a delta of 88057' 37" , and an arc distance of 23.29 feet to a Point of Tangency; THENCE South 010 26' 21" East, a distance of 100.22 feet to the beginning of a Tangent curve concave to the Northwest; THENCE Southwesterly, along the arc of said curve having a radius of i5. 00 feet, a delta of 910 02' 23" , and an arc distance of 23.83 feet to a Point of Tangency: REVISION DRAWN !)ATE OF F I ELOOOOK CHECKED PLUM HARBOR PHASE BY, IE WORK PAGE OY: SKETCH G DESCRIPTION RAP N/A N/A 11 REVISED SKETCH 6 DESCRIPTION JWN N/A N/A RHS WATER & SEWER UTILITY EASEMENT CRAIG A. SMITH & ASSOCIATES CONSULTING ENGINEERS -PLANNERS -SURVEYORS 1000 WEST MC NAB ROAD COU B OMPANO BEACH, FLORIDA, 33069 (305)782-8222 CERT. NO. LB0003110 PROJECT NUMBER: 92--1529 CAD LIBRARY: i529E25 SCALE: NAME: DATE: N. A. DRAWN: JOHN NEW 3/01/96 PROJECT NO. CHECKED: R. SMITH / / 96 92--1529 FIELDWORK: FIELDBOOK PG. SHEET 2 OF 4 C� • THENCE South 89' 36' 02" West, a distance of 230.64 feet to REFERENCE POINT "B", said point also being the beginning of a Tangent curve concave to the Northeast; THENCE Northwesterly, along the arc of said curve having a radius of 15.00 feet, a delta of 88" 57' 37" , and an arc distance of 23.29 feet to a Point of Tangency; THENCE North 01.26'21' West, a distance of i00.22 feet to the beginning of a Tangent curve concave to the Southeast; THENCE Northeasterly, along the arc of said curve having a radius of i5. 00 feet, a delta of gi" 02' 23" , and an arc distance of 23.83 feet to the POINT OF TERMINATION. TOGETHER WITH: COMMENCING at REFERENCE POINT "B"; THENCE South 2" 03' 46" East, a distance of 50.02 feet to the POINT OF BEGINNING of the centerline of a 10.00 foot wide strip of land; THENCE North 890361021 East, a distance of 230.64 feet to the beginning of a Tangent curve concave to the Southwest; THENCE Southeasterly, along the arc of said curve having a radius of i5. 00 feet, a de I to of 88' 57' 37" , and an arc distance of 23.29 feet to a Point of Tangency; THENCE South 01126121" East, a distance of 100.22 feet to the beginning of a Tangent curve concave to the Northwest; THENCE Southwesterly, along the arc of said curve having a radius of 15.00 feet, a delta of 9i" 02' 23" , and an arc distance of 23.83 feet to a Point of Tangency; THENCE South 89" 36' 02" West, a distance of 230.64 feet to REFERENCE POINT "C", said point also being the beginning of a Tangent curve concave to the Northeast; THENCE Northwesterly, along the arc of said curve having a radius of 15.00 feet, a delta of 88157'37", and an arc distance of 23.29 feet to a Point of Tangency; THENCE North 01626121" West, a distance of 100.22 feet to the beginning of a Tangent curve concave to the Southeast; THENCE Northeasterly, along the are of said curve having a radius of i5. 00 feet, a delta of gi" 02' 23" , and an arc distance of 23.83 feet to the POINT OF TERMINATION; TOGETHER WITH COMMENCING at REFERENCE POINT "C"; THENCE South 28.17'541 West, a distance of 51.44 feet to the POINT OF BEGINNING of the centerline of a 10.00 foot wide strip of land, said point being on the arc of a curve concave to the. Northeast having a bearing of South.21'56'iO" West; THENCE Southeasterly, along the arc of said curve having a radius of 65.00 feet, a de I to of 22" 20' 08" , and an arc distance of 25.34 feet to a Point of Tangency; THENCE North 89"36'02" East, a distance of 230.64 feet to the beginning of a Tangent curve concave to the Northwest: THENCE Northeasterly, along the arc of said curve having a radius of 65.00 feet, a delta of 48" 04' S5" , and an arc distance of 64.56 feet to the POINT OF TERMINATION. The sidelines of these easements are to be shortened or lengthened to provide a continuous easement In width and to Intersect adjacent parcel lines and/or easement lines. Said lands lying In the City of Tamarac, Broward County, Florida REVISION DRAWN DATE OF F By: PLUM HARBOR PHASE INUFK EL000UK PAGE CIIEC SKETCH 6 DESCRIPTION RAP N/A N/A REVISED SKETCH G DESCRIPTION JWN N/A N/A RHS WATER & SEWER UTILITY EASEMENT PROJECT NUMBER: 92-1529 CRA I G A. SMITH & ASSOCIATES CAD LIBRARY: i529E25 SCALE: CONSULTING ENGINEERS -PLANNERS -SURVEYORS NAME: DATE: N. A. 1000 WEST MC NAB ROAD DRAWN: JOHN NEW 3/01/96 PROJECT No. POMPANO BEACH, FLORIDA, 33069 CHECKED: R. SMITH / /96 92-1529 (3051782-8222 FIELDWORK: CERT. NO. LB00031iO FIELDBOOK ,PG. ISHEET 3 OF 4 • • • POC --- NORTHWEST CORNER PARCEL 'A' 'LAND SECTION B' PH 154, PG 48 BCR R-20. 00' A-9i° 02' 23" A-3 i. 78' ,\ ' 36' 02' E 1987. 49' ,NORTH BOUNDARY PARCEL 'A' 'LAND SECTION D' R-20. 00' A-88° 57' 37' A-31. 05' "' N_PLUM BAY PARKWAY N89° 36' 02" E 220. 6.4' * LOT LOT 426 427 LOr, 42B LOT LOT + 429 430 i R iB. 0 ' i6. 00' ,A-88" 57' 37" A-�i° 021` 23" A-23. 2 PT ' A' A-23. 83 1230._64' IS89 36' 0 " W 19° 6' 02' E 30. 4' 337 R-15 DO' Cn 0 A. = nm o - — W LOT rTPo �� W LOT " Z57 LOT 358 IENNOSA LOT LANE N. 361 * W LOT p 362 o LOT 365 rVOT IV 333 LOT A- i 5 00' rNu 332 A 9 i ° 2' 2 ■ REF PT'B' A-23 83' + hi LOT I —I 365 m b LOT 1: S8 ° 36 02" 4 2 0. 64 ityEN x 359 N8 ° 36' 02" 23 . 64 4 LANE S. � LOT 4 370 I O 342 LOT 343 R- i 5 00' A 8823 " M a A� n rV o 29' ru l a,A fU Eru U 1-15 00' N ry m .� A 9i° 2' 2 ' � AEF T ' c' A-23 83' m s:l•W'10 M o 890 6' 0 "_W 230 64' (RAOIAI) o 89° 6' 0 ' E 230 64' PDB R-65. 00' R-65. 00' A-22° 20' 08" A-48° 04' 55" A-25. 34' A-54. 55' SKETCH OF DESCRIPTION THIS IS NOT A SURVEY DRAWN DATE C LEGEND A ANC LWTN N. t.It URDIIARO COUNTY TECOTOS Q.0.O OFFICIAL RECORDS NOUN P.O PLAT GOON P.C.P. PEANANENt CONTROL POINT C CENTEALINE A CENTAAL (DELTA] ANGLE P.a P,C P. PUT INNNI PERMANENT CONTROL POINT PO. P.O, O PAGE TO IMI OF INNING P,a C, PAINT aF COMMENCEMENT R SOFT. RADIUS SQUARE FEEt REF. PT. P.a T. AAONCE POINT EFE POINT OF TERMINATION 0 50 i00 200 GRAPHIC SCALE IN FEET SCALE i' - 100' REVISION BY: rL IELD WORK -PA E oY: - PLUM HARBOR PHASE 11 SKETCH 6 DESCRIPTION RAP N/A N/A REVISED SKETCH C DESCRIPTION JWN N/A N/A RHS WATER & SEWER UTILITY EASEMENT PROJECT NUMBER: 92-1529 CRA I G A. SMITH & ASSOCIATES CAD LIBRARY: 1529E25 SCALE: CONSULTING ENGINEERS -PLANNERS -SURVEYORS NAME: DATE: 1" - 100' 1000 WEST MC NAB ROAD DRAWN: JOHN NEW 3/01/96 PROJECT NO, Co's OMPANO BEACH, FLORIDA, 33069 CHECKED: R. SMITH / /96 92-1529 (305)782-8222 FIELDWORK: CERT. NO. LBOOOM0 IFIELDBOOK , PG. SHEET 4 OF 4 • C� J DESCRIPTION Lying In Parcel 'A', "LAND SECTION 8", according to the plat thereof, as recorded in Plat Book 154, Page 48 of the Public Records of Broward County, Florida, described as follows: COMMENCING at the Northwest corner of said Parcel "A"; THENCE North 89.36'02" East, along the North boundary of said Parcel "A": a distance of 1306.38 feet; THENCE South O1.26'21" East, a distance of 73.11 feet to the POINT OF BEGINNING; THENCE North B9" 36' 02" East, 801.56 feet; THENCE South 00" 23' 58" East, 40.00 feet; THENCE South 89'36'02" West, a distance of liB,66 feet to the beginning of a Tangent curve concave to the Southeast; THENCE Southwesterly, along the arc of said curve having a radius of 20.00 feet, a delta of 91*02'23", and an arc distance of 31.78 feet to a Point of Tangency; THENCE South 01*26'21" East, a distance of 207.02 feet to the beginning of a Tangent curve concave to the Northeast; THENCE Southeasterly, along the arc of said curve having a radius of 25.00 feet, a delta of 88°57'37", and an arc distance of 38.82 feet to a Point of Cusp; THENCE South 69136'02" West, a distance of 90.01 feet to a Point of Cusp with a curve Concave to the Northwest; THENCE Northeasterly, along the arc of said curve havingg a radius of 25.00 feet, a delta of gi"02'23", and an arc distance of 39.72 feet to a Point of Tangency; THENCE North 01'26'21* West, a distance of 206.84 feet to the beginning of a Tangent curve concave to the Southwest; THENCE Northwesterly, along the arc of said curve havingg a radius of 20.00 feet, a delta of 68"57'37", and an arc distance of 31.05 feet to a Point of Tangency; THENCE South 89136'02" West, a distance of 100.22 feet to the beginning of a Tangent curve concave to the Southeast; THENCE Southwesterly, along the arc of said curve having a radius of 20.00 feet, a delta of Eli* 02'23", and an arc distance of 31.78 feet to a Point of Tangency: THENCE South 01" 26' 21" East, 21l. 15 feet; THENCE South 89" 33' 09' West, 40.01 feet; THENCE North 01'26'21" West, a distance of 21l.9i feet to the beginning of a Tangent curve concave to the Southwest; THENCE Northwesterly, along the arc of said curve having a radius of 20.00 feet, a delta of B6157'37", and an arc distance of 31.05 feet to a Point of Tangency; THENCE South 89"36'02" West, a distance of 100.22 feet to the beginning of a Tangent curve concave to the Southeast; THENCE Southwesterly, along the arc of said curve havingg a radius of 20,00 feet, a delta of 91'02'23", and an arc distance of 31,78 feet to a Point of Tangency; THENCE South 01'26'21" East, 211.30 feet; THENCE South 89" 33' 09' West, 40.01 feet; THENCE North 01"26'21" West, a distance of 212.06 feet to the beginning of a Tangent curve concave to the Southwest: THENCE Northwesterly, along the arc of said curve having a radius of 20.00 feet, a delta of BB"57'37", and an arc distance of 31.05 feet to a Paint of Tangency; CRAIG A. SMITH & ASSOCIATES PLUM HARBOR PHASE III CONSULTING ENGINEERS -PLANNERS -SURVEYORS 1000 WEST MC NAB ROAD WATER & SEWER UTILITY EASEMENT p POMPANO BEACH, FLORIDA, 33069 PROJECT NUMBER: 92- 1529 (305)782-8222 CERTIFICATE NO: LB311O CAD LIBRARY: 1529AB ISHEET i OF 3 • C� C� THENCE South 69136'02' West, a distance of 100.22 feet to the beginning of a Tangent curve concave to the Southeast: THENCE Southwesterly, along the arc of said curve having a radius of 20.00 feet, a delta of 91°02'231, and an arc distance of 31.78 feet to a Point of Tangency; THENCE South 0f*26'21* East, a distance of 207.02 feet to the beginning of a Tangent curve concave to the Northeast; THENCE Southeasterly, along the arc of said curve having a radius of 25.00 feet, a delta of 88'57'37 and an arc distance of 38.82 feet to a Point of Cusp; THENCE South 89136'02' West, a distance of 90.01 feet to a Point of Cusp with a curve concave to the Northwest; THENCE Northeasterly, along the arc of said curve having a radius of 25.00 feet, a delta of 91°02'231, and an arc distance of 39.72 feet to a Point of Tangency; THENCE North 0V 26'2i" West, a distance of 206.84 feet to the beginning of a Tangent curve concave to the Southwest; THENCE Northwesterly, along the arc of said curve havingg a radius of 20.00 feet, a delta of 88°57'37', and an arc distance of 31,05 feet to a Point of Tangency; THENCE South 89" 36' 02" West, 63.47 feet; THENCE North OV 25'21" West, a distance of 40,01 feet to the POINT OF BEGINNING; Said lands lying In the City of Tamarac, Broward County, Florida containing 1.652 acres more or less. CRAIG A. SMITH C ASSOCIATES PLUM HARBOR PHASE III CONSULTING ENGINEERS -PLANNERS -SURVEYORS 1111 WEST MC NAB ROAD WATER & SEWER UTILITY EASEMENT Q POMPANO BEACH, FLORIDA, 33069 PROJECT NUMBER: 92- 1529 (305)782-8222 CERTIFICATE NO: L83110 ICAD LIBRARY: 1529AB SHEET 2 OF 3 • E fV o � ^ � W I � lil in )n ifi fif ul � O �n I N uQi + in of ul lif )n + 2 4 501' 4' I'd 07 2' -PB P• 84, N Q Not, 6'21' 20 © U m I m n )n coif O '� 4- •fv v 4r w v ¢ of v I J 2 1. 16" � f, v -B "GK- PL M flJ T 21 9' �� m N 0 � Not•zs•2r 4 4 N ^ v m m 47 v m v R] m d v � v � saf• 8'211 11 --- — FR PL M- v A Not 26'21' 21 06' � •ff n In w � uN.] to q w v d 504• 6' 21' 207 02' Not 26'2t N 2 6 BA' u 4 + + In of m v v m W u z w Q O P. 0. 0. 1-4 50V2'21'E� W . 73, t I W a T Cam, cu m =0 I (.•� r- ^ f� I zCL co C] Aler- Q LL11n W LL"1In In W tf] In lfl 11"] LLl n In ofnorn¢mornom 1ff CLL"1OW Otil 4lll¢4l"1 K? v lr] v lif v li-f v In v u7.r )n fa )no ul n fnnm ¢ln n)n 4d)4 [l4m Till R{n Qlll K •fVVVVKVK�f�! xlnlnxv]xxxxv)xfn vini0?nein'vi e U-)Q;0ln u+¢wculolnoulcau7¢ si uilri��ai�ai ai ffi ui� � Nf�mNNNNNNn]f7N If��r'Z.4e;':cr�';f,Z.�r C f•l ACl `P �D m •D m {D �) In "P {D v 'm ri d ui vi o oio vi o di us vi � H I I m m NNlnmm miff miV ilm C.m Qiri ri Y4-4 Ti Ti.d nl.i m mrf]f.]m n]fnmmmmm a I o I v I ap-• NmNmNm Nff)Nm Nf�l N lr Nl>, NI>•NI�NA NI~_ o )n ofn ¢)n ¢µl ¢)nnln a � OfNO11O 01(9 CT f17171m O1 O7 \ g g o 0 0 0 0 0 0 0 0 b N N N N N N N N N M N M nLyj I cu n I � � m v-cc:4) w I w � a J C ry $ n I §d Cc To I c�ia c\j Cl.l LEl co CID cti CIO I - �w {{ d - .75 W r pg "u Lu 2 rio let; ;fto I _ W coJ asa ># In z >- o W CC W CC a ¢ .Wz wv) 0 li ddd In SKETCH OF DESCRIPTION I THIS IS NOT A SURVEY SURVEYOR'S CERTIFICATE I HEREBY CERTIFY THAT THIS DESCRIPTION AND SKETCH WERE PREPARED ONOER MY DIRECTION AND MEET THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CIIAPTEII 61617.6. CLORIOA STATUTESRAiI VC; CODE, PURSUANT TO SECTION 4720Rl DA STATUTES. r0R THE FIRM. BY: ___ OTCFESSIO,NAL S N PROFESSIONAL SURYEYDR C MAPPER FLORIDA MEOISTRATIONNO. 5237 SKETCH & DESCRIPTION WWC B/13/96 N/A RHS PL'VISION DWN DATE I FBIPGI CKD CRAIG A. SMITH & ASSOCIATES CONSULTING ENGINEERS -PLANNERS -SURVEYORS PLUM HARBOR PHASE I I i 1000 WEST MC NAB ROAD WATER & SEWER UTILITY EASEMENT OMPANO BEACH, FLORIDA. 33069(305)7e2-e222 Z�s PROJECT NUMBER: 92-1529 CERTIFICATE NO: LB3110 ICAD LIBRARY: 1529A6 ISHEET 3 OF 3 h)*1e1.•I1alU1J 1-1 r� • Lying In Parcel 'A', 'LAND SECTION V. according to the plat thereof, as recorded In Plat Book 154, Page 4B of the Public necards or Broward County, Florida. lying five (5) feet on each side of the following described centerline: COMMENCING at the Northwest corner of said Parcel 'A': THENCE North 89.36'02' East, along the North boundary of said Parcel 'A': a distance of 2109.27 feet; THENCE South 00.23'58' East, a distance of 73.10 feet to the POINT OF BEGINNING THENCE North 89.36'02' East, 455.50 feet; THENCE South 00'23'58' East, 20.00 feet; THENCE North 69.36'02' East, 17. 91 feet; THENCE South 01'26*21' East, 20.00 feet: THENCE South 89'36'02' West, a distance of 49.75 feet to the beginning of a Tangent curve concave to the Southeast; THENCE Southwesterly, along the arc of said curve havinpp a radius of 20.00 feet, a delta of 91.02'231. and an arc distance Of 31. 7B feet to a Point of Tangency; THENCE South 01'26'21' East, a distance of 147.01 feet to the beginning of a Tangent curve concave to the Northeast: THENCE Southeasterly, along the arc of said curve having a radius of 26.00 Feet. a delta of 88'57'37', and an arc distance of 38.82 feet to a Point of Cusp; THENCE South B9.36'02' West, 44.66 feet: THENCE South 01'26'21' East, a distance of 0,55 feet to a point on the arc of a non -tangent curve concave to the South (said point bears North 01.45'03' East from the radius point of the next described curve): THENCE Westerly, along the arc of said curve having a radius of 775.00 feet, a delta of 03119 27'. and an arc distance of 44.96 feet to a Point of Cusp with a curve Concave to the Northwest: THENCE Northeasterly, along the arc of said curve havingy a radius of 25.00. feet, a delta of B9.51'57', and an arc distance of 39.21 feet to a Point of Tangency; THENCE North 01'26'21" Nest, a distance of 147.00 feet to the beginning of a Tangent curve concave to the Southwest; THENCE Northwesterly, along the arc of said Curve having a radius of 20.00 feet, a delta of 88'57'37', and an arc dlstanee Of 31,05 feet to a Point of Tangency: THENCE South 89136'02' West, a distance of 100.22 feet to the beginning of a Tangent curve concave to the Southeast; THENCE Southwesterly, along the arc of said curve havingg a radlus of 20.00 feet, a delta of 91'02'23', and an arc distance of 31.78 feet to a Point of Tangency: THENCE South 01'26'21' East, 175.96 feet: THENCE South 88'33'39' West, 40.00 feet: THENCE North 01126'21' West, a distance of 177.44 feet to the beginning of a Tangent curve concave to the Southwest; THENCE Northwesterly, along the arc of said curve having a radius of 20.00 feet, a delta of BO'57'37', and an arc distance of 31. 05 feet to a Point of Tangency; THENCE South 09.36'02' West, a distance of 100.22 feet to the beginning of a Tangent curve concave to the Southeast: THENCE Southwesterly, along the arc of said curve having a radius of' 20,00 feet, a delta of 91102'231, and an arc distance of 31.78 feet to a Point of Tangency; THENCE South 01126'21' East, 210.85 feet: THENCE South 89'33'09' West, 40.01 feet; THENCE North 01'26'21' West, a distance of 211.61 feet to the beginning of a Tangent curve concave to the Southwest; THENCE Northwesterly, along the arc of said curve having a radius of 20.00 Feet. a delta of 08157'37', and an arc distance cf 31.05 feet to a Point of Cusp; THENCE North 69.36'02' East, 16.45 feet; THENCE North 00'23'5B' West, a distance of 40.00 feet to the POINT OF BEGINNING; Said lands lying In the City of Tamarac, 8roward County, Florida containing 1.014 acres more er less. CRAIG A. SMITH 6 ASSOCIATES PLUM HARBOR PHASE CONSULTING ENGINEERS -PLANNERS -SURVEYORS III 1000 WEST MC NAB ROAD WATER & SEWER UTILITY EASEMENT p POMPANO BEACH, FLORIDA, 33069 (305)782-8222 PROJECT NUMBER: 92-1529 CERTIFICATE NO: LB3110 ICAD LIBRARY: 1529AB SHEET 1 OF 2 • • �J SURVEYOR'S NOTES 1. REPRODUCTIONS OF THIS SKETCH ARE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, 2. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS -OF -WAY. EASEMENTS, OWNERSHIP. OR OTHER INSTRUMENTS OF RECORD BY THIS FIRM. 3. THIS SKETCH OF DESCRIPTION IS NOT INTENDED TO DELINEATE THE REGULATORY JURISDICTION OF ANY FEDERAL. STATE. REGIONAL OR LOCAL AGENCY. BOARD, COMMISSION OR OTHER ENTITY, urve R Rad I us Delta den th i 20. 0 ' 91102,231 31, 8' C2 25. 00' 88' 57' 37' 38. 82' C3 775.00' 3' 19' 27' 44.96' C 25, 00' 89' 51' 57• 39.21' C 22 QpQ Bl:57' 37' 3L: a5' C 2 .11U' 102'23' 31 78 20;00' 91:02'23' 311:°a' SKETCH OF DESCRIPTION zD.Do' e9• '37" 31.05' THIS IS NOT A SURVEY ry z Z. O Fl M DRAWING LEGEND �N 9' � W A.G IL 6BROKAIG�CdLTY RECORDS ry ~ L CWEN.INE C, 0 A CENTRAL IOELTA) AMOLE ul P.0.6 POINT OF KOIN ING � toiri u; P.O C. POINT OF C'ONmEmC EMT ^] 4 p.O. I. MPOONOF TANGENCY + c S R7N AlOil'-IF-NAY 5 t•26' 1'E A7 AO I I-GOL-9�IrI B �- -U — C of 46 Aoa' E — AOt•26.2t•N 1470' O 4i e, " •. 'o 1- V �.r 4] lff in IL] 1L] m rn t iall I N� I m C] +n N V 111 Fr In iV W + 1F] sot• e'2r +7. ' I 4 toto y, I pl•28' 1•N 7 "n �1 NSA u] tx W � 2Cr n m n d U '^ to 4 1d t'o Ac. in in u] +n '- L) I m + Za P� sot• fi'2t' 21 29, s 4 --- L; -- 9M RD -fi R-T- � . 0. B. NOt 28'21' + ot, m dK 11 W 23'!i8•E 73. ID' arn m n +n to g4� 1n v1 u] n SURVEYQR''S CERTIFICATE I HEREBY CERTIFY THAT THIS DESCRIPTION AND SKETCH WERE PREPARED UNDER MY DIRECTION AND MEET THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS .AND MAPPERS IN CHAPTEN 61017-6. FLORIDA ADMINISTRATIVE CODE. PURSUANT TO SECTION 472.027. FLORIDA STATUTES. 44,, ,,[,�/ FOR THE FIRM, BY: --- Iw 1�-__--_--- PROFESD H. L SURVEYOR SKETCH & DESCRIPTION WWC B/13/96 N/A RHS PROFESSIONAL SURVEYOR C MAPPER FLORIDA REGISTRATION NO. 5239 REV 1 SI DN OWN DATE FB/PG CKD CRAG A. SMITH 6 ASSOCIATES PLUM HARBOR PHASE CONSULTING ENGINEERS -PLANNERS -SURVEYORS III 1000 WEST MC NAB ROAD WATER 6 SEWER UTILITY EASEMENT p POMPANO BEACH, FLORIDA, 33069 (305)782-8222 PROJECT NUMBER: 92-1529 CERTIFICATE NO: LB3110 [CAD LIBRARY: 1529AB ISHEET 2 OF 2 • • S U R V E Y 0 R 'S N 0 T E S: I. REPRODUCTIONS OF THIS SKETCH ARE NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYOR'S SEAL. 2. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS -OF -WAY, EASEMENTS. OWNERSHIP. OR OTHER INSTRUMENTS OF RECORD. BY THIS FIRM. 3. BEARING BASIS: NORTH LINE PLAT OF 'LAND SECTION 8" (ORB 154. PG 48 BCR). SAID LINE BEARS NORTH 89.36'02' EAST. 4. THIS SKETCH OF DESCRIPTION IS NOT INTENDED TO DELINEATE THE REGULATORY JURISDICTION OF ANY FEDERAL. STATE, REGIONAL OR LOCAL AGENCY, BOARD, COMMISSION OR OTHER ENTITY. S. ALL ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE 1929 NATIONAL GEODETIC VERTICAL DATUM (1929 NGVO) AND EXPRESSED IN FEET. L E G E N D: A ARC B. C. R. BROWAHDGTH COUNTY RECORDS C CENTERLINE A CENTRAL (DELTA) ANGLE EL ELEVATION E/P EDGE OF PAVEMENT FIR FOUND 5/8' IRON ROD 6 CAP • 3110, UNLESS OTHERWISE NOTED FO. FOUND PNO.C. POINT OF COMMENCEMEMT P. 0. B. POINT OF BEGINNING P. 0. T. POINT OF TERMINATION REF. PT. REFERENCE POINT DESCRIPTION PLUM HARBOR 10' UTILITY EASEMENT A ten H O) foot wide strip of land lying In Parcel "A', "Land Section 81, according to the plat thereof, as recorded In Plat Book 154, Page 48 of the Public Records of Broward County, Florida, lying five (5) feet In each side of the following described centerline: COMMENCING at the Northwest corner of said Parcel "A'; THENCE North 89.36'02" East, along the North boundary of said Parcel 'A'. a distance of 1306.38 feet: THENCE South 01'26'2i' East, a distance of 68.11 feet to REFERENCE POINT "A"; THENCE continue South Oi'26'21" East, a distance of 50.01 feet to the POINT OF BEGINNING; THENCE North 89'36'02" East, a distance of 63.38 feet to the beginning of a Tangent curve concave to the Southwest also known as REFERENCE POINT °B"; THENCE Southeasterly, alongg the arc of said curve having a radius of 15.00 feet, a delta of 88°57'37", and an arc distance of 23.29 feet; THENCE South 01°26'21" East, a distance of 206.84 feet to the beginning of a Tangent curve concave to the Northwest; THENCE Southwesterly, along the arc of said curve having a radius of 20.00 feet, a delta of 91102' 23" , and an arc distance of 31.78 feet; THENCE South 89'36'02" West, a distance of 57.74 feet to the POINT OF TERMINATION; TOGETHER WITH COMMENCING at REFERENCE POINT "A'; THENCE North 89°36'02" East, a distance of 568.40 to the POINT OF TERMINATION; DESCRIPTION PREPARED BY JWN 6/ig/96 CHECKED BY RDK PROJECT No. 92-i529 CRAIG A. SMITH & ASSOCIATES PLUM HARBOR PHASE III CONSULTING ENGINEERS -PLANNERS -SURVEYORS 1000 WEST MC NAB ROAD WATER & SEWER UTILITY EASEMENT cops OMPANO BEACH, FLORIDA, 33069 (305)782-8222 PROJECT NUMBER: 92-1529 CERTIFICATE NO: L133HO CAD LIBRARY: 1529P3JN ISHEET 1 OF 3 TOGETHER WITH • r� C� J COMMENCING at REFERENCE POINT "B"; THENCE North 89.36'02° East, a distance of 80.01 feet to the POINT OF BEGINNING; THENCE North 89.36'02" East, a distance of 100.22 feet to the beginning of a Tangent curve concave to the Southwest; THENCE Southeasterly, along the arc of said curve havingg a radius of i5. 00 feet, a delta of 88.57' 37" , and an are distance of 23. 29 feet; THENCE South 01*26'21' East, a distance of 227.21 feet to REFERENCE POINT " C" ; THENCE South 89'36'02' West, a distance of 110,58 feet to the beginning of a Tangent curve Concave to the Northeast; THENCE Northwesterly, along the arc of said curve having a radius of 20.00 feet, a delta of 88' 57' 37" , and an arc distance of 31.06 feet; THENCE North 01.26'21' West, a distance of 207.02 feet to the beginning of a Tangent curve concave to the Southeast; THENCE Northeasterly, alongg the arc of said curve having a radius of i5. 00 feet, a delta of 91° 02' 231, and an are distance of 23.83 feet to the POINT OF BEGINNING; TOGETHER WITH BEGINNING at REFERENCE POINT "C"; THENCE North 89136' 02" East, a distance of 50. 01; THENCE North 01.26'211 West, a distance of 226.67 feet to the beginning of a Tangent curve concave to the Southeast; THENCE Northeasterly, along the arc of said curve having a radius of 15.00 feet, a delta of 9i°02'23', and an arc distance of 23,83 feet: THENCE North 89'36'02' East, a distance of 100.22 feet to the beginning of a'Tangent curve concave to the Southwest; THENCE Southeasterly. alongg the arc of said curve having a radius of 15.00 feet, a delta of 88. 57' 37' , and an arc distance of 23,29 feet: THENCE South Oi•26'21' East, a distance of 227.21 feet to REFERENCE POINT '0'; THENCE South 89'36'02' West, a distance of 130,22 feet to the POINT OF TERMINATION: TOGETHER WITH BEGINNING at REFERENCE POINT "D" THENCE North 89°36'02" East, a distance of 50.01 feet: THENCE North OV 26'21' West. a distance of 226.67 feet to the beginning of a Tangent curve concave to the Southeast; THENCE Northeasterly, along the arc of said curve having a radius of 15.00 feet, a delta of 91°02 23", and an arc distance of 23.83 feet: THENCE North 89.36'02' East, a distance of 100.22 feet to the beginning of a Tangent curve concave to the Southwest; THENCE Southeasterly, along the arc of said curve having a radius of 16.00 feet, a delta of 88° 57' 37" , and an arc distance of 23.29 feet; THENCE South 01.26'21' East, a distance of 206.84 feet to the beginning of a Tangent curve concave to the Northwest; THENCE Southwesterly, along the arc of said curve having a radius of 20.00 feet, a delta of 91° 02' 23" , and an arc distance of 31.78 feet; THENCE South 89136'02" West, a distance of 109.86 feet to the POINT OF TERMINATION; Sidelines of said utility easement to be lengthened or shortened so as to provide a contlnous easement In width and to Intersect applicable property lines, lake lines, and easement lines. Said lands lying In the City of Tamarac, Broward County. Florida. DESCRIPTION PREPARED BY JWN 6/19/96 CPA I G A. SMITH 6 ASSOCIATES CONSULTING ENGINEERS -PLANNERS -SURVEYORS 1000 WEST MC NAB ROAD C09BWANO BEACH, FLORIDA, 33069 (305)782-8222 CERTIFICATE NO: LB3110 PLUM HARBOR PHASE III WATER 6 SEWER UTILITY EASEMENT PROJECT NUMBER: 92-1529 PREPARED FOR: PULTE HOMES CORP. CAD LIBRARY: 1529P3JN ISHEET 2 OF J 11 C� r-i =u" __ - — HA BOR— LF W Y-- SO •26'21' 2O6.84 u a I �, o ¢Sr KIaN I�rr u"I `r + I }• I v lTl .ry _ RI - u'I n . T g , SCALE: 1• 80' u I �qo I �- I ry 1 4 I Y rn x j 7 r�n `7' cn ��5 a o I I2 I TI `T "T rT I Vl z w 101' 26' 2 • M 226. 7' " R Q jeP BL- K-Pk M-GO RT•- - I �T SOV226' 1'E 227 21' m� � I M trl I 1 iv r• uD : ] Cp CID �U I m CID �ICIDCD Co r� -T CAJ R �I Ol•26'2 M 226, r AT I� I u IT I �'+ — S01. 26' 1' . 227 — —. — 2AFF. I I a LC, , r r LU Ln .-T T I q N I IllLc. l Ill UJ '.n I }• r v-.r T .T .. a� X tA-I- ' a 2n 4 -� l� co rn m go ) u, w r�NO'26•xrl2g7.Oz� - - L um--- S E- I CO Spl•26' 1'E x06. `��� I R) \I &, u, I ` 1313 ACF. F + 1 _ I T, e � as l` Ii u, v r„ I �� r T T 4r A.. P.(. B. lam I co n gig NORTHWESTCCOANEA SKETCH OF DESCRIPTION PARCEL 'A' THIS IS NOT A SURVEY SURVEYOR'S CERTIFICATE 1 HEAEBY CERTIFY THAT THIS 05SCAIPTION AND SKETCH WERE PAEPAREO UNDER MY DIRECTION AND MEET 111E MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIpA BOARp OF PROFESSIONAL SIIAVFYORS ANO MAPPERS IN CHAPTER 61GT7.6, FLpIIDA ADMINISTRATIVE CODE. PUASUAHT TO SECTION 472.027. FLORIDA STATUTES. FOR THE FIRM. BY: ROOF PROFESSIONAL JD WEENSJAYfYOR C MAuPEA R SKETCH OF DESCRIPTION JWN 6/ 19/96 1 N/A ROK FLORIDA REGISTRATION N0. 4B46 REVISION DWN I DATE I FB/PG CKD CRAIG A. SMITH s ASSOCIATES PLUM HARBOR PHASE CONSULTING ENGINEERS -PLANNERS -SURVEYORS 1000 WEST MC NAB ROAD WATER & SEWER UTILITY EASEMENT coo s OMPANO BEACH, FLORIDA, 33069 (305)782-6222 PROJECT NUMBER: 92-� 1529 CERTIFICATE NO: LB31fO ICAD LIBRARY: 1529P3JN SHEET 3 OF 3 rI • • S U R V E Y O R 'S N 0 T E S 1. REPRODUCTIONS OF THIS SKETCH ARE NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYOR'S SEAL. 2. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS -OF -WAY, EASEMENTS. OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD, BY THIS FIRM. 3. BEARING BASIS: NORTH LINE PLAT OF "LAND SECTION 8' (ORB 154. PG 4B BCR1. SAID LINE BEARS NORTH B9.36' 02' EAST. A. THIS SKETCH OF DESCRIPTION IS NOT INTENDED TO DELINEATE THE REGULATORY JURISDICTION OF ANY FEDERAL, STATE, REGIONAL OR LOCAL AGENCY, BOARD, COMMISSION OR OTHER ENTITY, S. ALL ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE 1929 NATIONAL GEODETIC VERTICAL DATUM (1929 NGVD) AND EXPRESSED IN FEET. L E G E N D: A ARC LENGTH B.C.P. BROWARO COUNTY RECORDS L CENTERLINE A CENTRAL (DELTA) ANGLE EL ELEVATION E/P EDGE OF PAVEMENT FIR FOUND 5/8' IRON ROD S CAP • 310. UNLESS OTHERWISE NOTED FND. FOUND P.O.C. POINT OF COMMENCEMEMT P.O. B. POINT OF BEGINNING P. 0. T. POINT OF TERMINATION REF. PT. REFERENCE POINT DESCRIPTION PLUM HARBOR 10' UTILITY EASEMENT A ten (0) foot wide strip of land lying in Parcel "A', 'Land Section 8', according to the plat thereof, as recorded in Plat Book i54, Page 48 Of the Public Records of Broward County, Florida, lying five (5) feet on each side of the following described centerline: COMMENCING at the Northwest corner of said Parcel 'A': THENCE North B9.36'02' East, along the North boundary of %aid Parcel 'A•, a distance of 1875. 2 feet; THENCE South 00.23'58" East, 68.10 feet to the POINT OF BEGINNING; THENCE North 89136'02' East, a distance of it6.59 feet to REFERENCE POINT 'A'; THENCE continue North 89136102' East, 572.15 feet to the POINT OF TERMINATION also known as REFERENCE POINT •81: TOGETHER WITH COMMENCING at REFERENCE POINT 'A': THENCE South 00123'58' East, a distance of 50.00 feet to the POINT OF BEGINNING; THENCE North 89.36'02' East, a distance of 100.22 feet to the beginning of a Tangent curve concave to the Southwest: THENCE Southeasterlyy along the arc of said curve having a radius of 15.00 feet, a delta of 98.5T37•. and an arc distance of 23,29 feet: THENCE South 01.26'21' East, a distance of 226.42 feet to a point on the arc of a non-tanggent curve concave to the Northwest also known as REFERENCE POINT 'C• (said point bears South 03.43'Oe7' East from the radius of the next described curve); THENCE Southwesterly, along the arc of said curve having a radius of 470.00 feet, a delta of 03'19'09', and an are distance of 27,23 feet to a point of tangency: THENCE South 09.36'02' West, a distance of B3.35 feet to the beginning of a Tangent curve concave to the Northeast; THENCE Northwesterly, along the arc of said curve having a radius of 20,00 feet, a delta of 08.571371, and an arc distance of 31.05 feet to a point of tangency; THENCE North 01'26'21' West, a distance of 207.02 feet to the beginning of a Tangent Curve concave to the Southeast; THENCE Northeasterly, along the arc of said curve havingg a radlus of 55.00 feet, a delta of 91.02'23, and an arc distance of 23.83 feet to the POINT OF BEGINNING; DESCRIPTION PREPARED BY RJLK 6/24/96 1 CHECKED BY RDK CFTAIG A. SMITH 9 ASSOCIATES PLUM HARBOR PHASE CONSULTING ENGINEERS -PLANNERS -SURVEYORS III 1000 WEST MC NAB ROAD WATER & SEWER UTILITY EASEMENT POMPANO BEACH, FLORIDA, 33069 ( 305)782-8222 PROJECT NUMBER: 92-1529 CERTIFICATE NO: L83110 ICAD LIBRARY: i529P3BK ISHEET i OF 3 TOGETHER WITH BEGINNING at REFERENCE POINT •C', a point on the arc of a curve concave to the Northwest ( said point bears South 03.43'07' West from the radius of the next destlbed curve); THENCE Northeasterly along the arc of sold curva having,a radius of 470.00 feat, a delta of 06 07'29•, and an arc distance of 50.24 feat; THENCE North 01.26'21* West, a dlstance of 220.29 feet to the beginning of a Tangent curve concave to the Southeast; THENCE Northeasterly, alongq the arc of said curve havingg a radlus of 15.00 feet, a delta of NJ feet. and an said distance of 23.83 feet to a point of tangency; THENCE North 89.36'02' East, a distance of 100.22 feet to a paint of curvature of a curve concave to the Southwest; THENCE Southeasterly along the arc of Bald curve having a radius of 15.00 feet, a delta of 8B 57'37•, and an arc dlstance of 23.29 feet to a point of tangency; THENCE South 01.26'21• East, a distance of 187.29 feet to a point on the arc of a non -tangent curve concave to the Southeast also known as REFERENCE POINT '0'( said point bears North 13.26'54' West from the radlus of the next described curva); THENCE Southwesterly, alongg the or of said Curve havingg a radlus of 7BO.00 feet, a delta of OA•4 T 31', and an arc distanctl of 65.23 feet to a pglnt of reverse curvature of a curve concave to the Northwest; THENCE Southwesterlyy, along tha arc of sald curve havingg a radlus of 470.00 feet, a delta of 06.22'A9', and an arc dlstance of 68.74 feet to tha POINT OF TERMINATION TOGETHER WITH BEGINNING at REFERENCE POINT '0•, a point on the arc Of a curve concave to the Southeast ( said point bears North 13.25'541 West from the radius of the next desclbed curve); THENCE Northeasterly, along the arc of said curve having a radius of 780.00 feet, a delta of 03.43'541, and an arc distance of 60.80 feet; THENCE North 01'26'21' West, a distance of 176.91 feet to the beginning of a Tangent curve concave to the Southeast; THENCE Northeasterly, alongg the are of said curve havingg a radius of 15.00 feet, a delta of 91.02'23', and an arc distance of 23.03 feet to a point of tangency; THENCE North 89.36'021 East, a distance of t00.22 feet to a point of curvature of a curve concave to the Southwest; THENCE Southeasterly along the arc of said curve having a radlus of 15.00 feet, a delta of 88 57'37•, and an arc distance of 23.29 feet to a point of tangency; THENCE South Ot•26'2i' East, a distance of 147.00 feet to a point of curvature of a curve concave to the Northwest; THENCE Southwesterly, alongg the arc of said curve havingg a radius of 20.00 feet, a delta of 89.5i'S7•, and an arc dlstance of 31.37 feet to a point of reverse curvature of a curve concave to the Southeast; THENCE Southwesterlyy, along the arc pf sold curve havingq a radlus of 7BO.O0 feet, a delta of OB•07'37', and an arc dlstance of ii0.64 feet to the POINT OF TERMINATION TOGETHER WITH COMMENCING at REFERENCE POINT •B•; THENCE South 20'33'48' East, 53.26 feet to the POINT OF BEGINNING; THENCE South 89.36'02' West, a distance of 49.84 feet to the beginning of a Tangent curve concave to the Southeast; THENCE Southwesterly along the arc of said curve having a radius of 15.00 feet, a delta of 91 02'23', and an arc distance of 23.83 feet to a point of tangency; THENCE South 01.26'2i' East, a distance of 147.01. feet to a point of curvature of a curve concave to the Northeast; THENCE Southeasterly, alongg the arc of sold curve havingg a radlus of 20.00 feet, a dolt a of BB•57'37•, and an arc dlstance of 31.05 feat to a point of tangency; THENCE North 89.36'02' East, a distance of 70.09 feet to the POINT OF TERMINATION: Sidelines of said utility easement to be lengthened or shortened so as to provide a continuous easement In width and to Intersect appilcable property lines. lake lines. and easement Imes. Said lands lying In the City of Tamarac, Broward County, Florida DESCRIPTION PREPARED BY RJLK 6/24/96 CHECKED BY ROK PROJECT No. 92-1529 CRAIG A. SMITH 6 ASSOCIATES PLUM HARBOR PHASE CONSULTING ENGINEERS -PLANNERS -SURVEYORS III 1000 WEST MC NAB ROAD WATER & SEWER UTILITY EASEMENT [Coga OMPANO BEACH, FLORIDA, 33069 (305)782-8222 PROJECT NUMBER: 92-1529 CERTIFICATE NO: LB3110 ICAD LIBRARY: 1529133BK ISHEET 2 QF 3 • C1 r -I L I r g Lv u n m I IR In ul Ln in I 1 • .�� N I IN 90112a 2t'E 1 .OS' SCALE: V - 60' u; I tTOR 6 ALIT ANE ON; o I I + u, I cry r� .n I.n ILLI I ll, Ll, LL, I,i, Lll I 5�13 Lo IK ICI I I - o, 1 LLI 1.11 u L' 1 CL, P OM PLtA EE76,9 �� I Ln I � SO!' W 21' H 877. "No v I - Ll'1— i m u I >R I I mLo t ti �9 Ln u•, Ir,co � K uT I' Lv nI u, u, I'26'8'V 22a TA T LO BAR.q_C URT 1 �� Ln SD1'26' t'E 226.42' $ '- r ¢ � / - pj➢111L SIS 1T IcdS�a ^I In Ln LL, u•1 LCl ul LO I 1R I g dR d n� Lll n J - CD U I LL I LCI Ln Ln r + �1 u I $i ND125'21'1 207.02 9b; HARBO ISLE I AY ( W lTl Lam, o, y,d L(, ■■ � �I Sar*zrir E P. 0. C. NORTHWEST CDRNER r SKETCH OF DESCRIPTION PARCEL 'A• - n THIS IS NOT A SURVEY SURVEYOR'S CERTIFICATE 1 HEREBY CERTIFY THAT THIS DESCRIPTION AND SKETCH WERE PREPARED UNDER MY DIRECTION AND MEET THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17.6, FLOMIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. FOR THE FIRM, BY: ER PROFESSIONALHSURVEYOR S MAPPER SKETCH OF DESCRIPTION I RJLK 6/24/96 1 N/A ROK FLORIDA REGISTRATION NO. 4845 REVISION I OWN I DATE I FB/PG CKO CRAIG A. SMITH s ASSOCIATES PLUM HARBOR PHASE CONSULTING ENGINEERS -PLANNERS -SURVEYORS III 1000 NEST MC NAB ROAD WATER & SEWER UTILITY EASEMENT POMPANO BEACH, FLORIDA, 33069 (305)782-8222 PROJECT NUMBER: 92-1529 CERTIFICATE NO: L63HO ICAD LIBRARY: i629P3BK SHEET 3 OF 3 DESCRIPTION 1�1 • • A portion of Parcel "A', 'LAND SECTION 81, according to the plat thereof, as recorded in Plat Book 154, Page 48, of the Public Records of Broward County, Florida, described as follows; COMMENCING at the Northwest corner of said Parcel 'A'; THENCE North 89'36'02' East, along the North line of said Parcel 'A', 2520.11 feet; THENCE South 00'23'58' East, along a line radial to the next described curve, a distance of 387.00 feet a point on the arc of a curve concave to the Southeast, and the POINT OF BEGINNING; THENCE Southwesterly, along the arc of said curve having a radius of 25.00 feet, a delta of 89'11'27% and an arc distance of 38.92 feet to a Point of Compound Curvature with a curve concave to the East; THENCE Southerly, along the arc of said curve having a radius of 2BO,OO feet, a delta of O1'51'09', and an arc distance of 9.05 feet to a Point of Tangency; THENCE South 01'26'34' East, a distance of 440.64 feet to the beginning of a Tangent curve concave to the Northeast; THENCE Southeasterly, along the arc of said curve having a radius of 20.00 feet, a delta of 88'57'24', and an arc distance of 31.05 feet to a Point of Tangency; THENCE North 89136'02' East, 66.16 feet; THENCE South 00'23'58' East, 40,00 feet; THENCE South 89' 36' 02' West, 532.06 feet; THENCE North 14'47'44' East, 41.45 feet; THENCE North 89'36'02' East, a distance of 375.02 feet to the beginning of a Tangent curve concave to the Northwest; THENCE Northeasterly, along the arc of said curve having a radius of 20.00 feet, a delta of 9i'02'36', and an arc distance of 31.78 feet to a Point of Tangency; THENCE North 01'26'34' West, a distance of 100.22 feet to the beginning of a Tangent curve concave to the Southwest; THENCE Northwesterly, along the arc of said curve having a radius of 20.00 feet, a delta of 88157'241, and an arc distance of 31.05 feet to a Paint of Tangency; THENCE South B9'36'02' West, a distance of 375.01 feet to the beginning of a Tangent curve concave to the Southeast; THENCE Southwesterly, along the arc of said curve having a.radius of 20.00 feet, a delta of 91'02'23', and an arc distance of 31.78 feet to a Point of Cusp; THENCE North 01'26'21' West, a distance of 80.01 feet to the Point of Cusp with a curve concave to the Northeast; THENCE Southeasterly, along the arc of said curve having a radius of 20.00 feet, a delta of 88157'37', and an arc distance of 31.05 feet to a Point of Tangency; THENCE North 89136'02" East, a distance of 375.00 feet to the beginning of a Tangent curve concave to the Northwest; CRAIG A. SMITH 6 ASSOCIATES PLUM HARBOR PHASE IU CONSULTING ENGINEERS -PLANNERS -SURVEYORS WOO WEST MC NAB ROAD WATER & SEWER UTILITY EASEMENT POMPANO BEACH, FLORIDA, 33069 (954)782-8222 PROJECT NUMBER: 92--1529 CERTIFICATE NO: LB31iD ICAD LIBAAny: 1529FZ4E ISHEET i OF 3 • • • THENCE Northeasterly, along the arc of said curve having a radius of 20.00 feet, a delta of 91902'36", and an arc distance of 31.78 feet to a Point of Tangency; THENCE North 01"26'34" West, a distance of 100.22 feet to the beginning of a Tangent curve concave to the Southwest; THENCE Northwesterly, along the arc of said curve having a radius of 20.00 feet, a delta of 88057'24", and an are distance of 31.05 feet to a Point of Tangency; THENCE South 89"36'02" West, a distance of 375.00 feet to the beginning of a Tangent curve concave to the Southeast; THENCE Southwesterly, along the arc of said curve having a radius of 20.00 feet, a delta of 9i"02'23", and an arc distance of 31.78 feet to a Point of Cusp; THENCE North 01'26'21' West, a distance of BO.Oi feet to the beginning of a Tangent curve concave to the Northeast, and Reference Point "A"; THENCE Southeasterly, along the arc of said curve having a radius of 20.00 feet, a delta of 88957'37', and an arc distance of 31.05 feet to a Point of Tangency; THENCE North 89'36'02' East, a distance of 374.99 feet to the beginning of a Tangent curve concave to the Northwest; THENCE Northeasterly, along the arc of said curve having a radius of 20.00 feet, a delta of 91"02'36", and an arc distance of 31.78 feet to a Point of Tangency; THENCE North Oi"26'34" West, a distance of 87.85 feet to the beginning of a Tangent curve concave to the Southwest; THENCE Northwesterly, along the arc of said curve having a radius of 25.00 feet, a delta of 9i"i5'49", and an arc distance of 39.B2 feet to a Point of Cusp with a curve concave to the South; THENCE Easterly, along the arc of said curve having a radius of 953.00 feet, a delta of 02"18'56 and an are distance of 38.51 feet: THENCE North 89"36'02" East, 52.64 feet to the POINT OF BEGINNING, TOGETHER WITH COMMENCING at Reference Point "A"; THENCE North 01"26'21" West, 50.47 feet, to the POINT OF BEGINNING; THENCE South 89" 36' 02" West, 40. 01 feet; THENCE North 01126'21" West, a distance of 10.86 feet to the beginning of a Tangent curve concave to the Southwest; THENCE Northwesterly, along the arc of said curve having a radius of 25.00 feet, a delta of 88"57'37", and an arc distance of 38,82 feet to a Point of Cusp; THENCE North 89"36'02" East, a distance of 90.01 feet to a Point of Cusp with a curve concave to the Southeast; THENCE Southwesterly, along the arc of said curve having a radius of 25.00 feet, a delta of 91"02'23", and an arc distance of 39.72 feet to a Point of Tangency; THENCE South 01126'21" East, 9.9 feet, to the POINT OF BEGINNING. Lying in the City of Tamarac, Broward County, Florida. CPAIG A. SMITH 6 ASSOCIATES PLUM HARBOR PHASE IV CONSULTING ENGINEERS--PLANNERS-SURVEYORS 1000 WEST MC NAB ROAD WATER & SEWER UTILITY EASEMENT go POMPANO BEACH, FLORIDA, 33069 (954)782-0222 PROJECT NUMBER: 92- 1529 CERTIFICATE NO: LB3110 ICAD LIBRARY: 1529FZ4E ISHEET 2 OF 3 N89' 36' 02' E 2620. L V NORTH BOWNDARY PARCEL ' • • POINT OF COMMENCEMENT W NORTHWEST CORNER m PARCEL 'A' Y ARKNAY _ TOGETHER WITH �� ri P L �� A=02 8�56 P. D. 6. N89' 6' 02' _�--� A" 38.5i' 115112�0rV �•OrE R-25. 00' + R-25. 00' q D1 A•28oO a•a1•o:•tr A=91' i5' 49' -89' 11' 27' ID1.2B•21• N A-X 72 1aee+r A=39.82' �m A- 38. 92- �-280. .+sor2B1•E F 4D P, La R-20. ao' Tzo 00' NDl•2p, �� ra+r A -OS' 5i' 09' A=91 02' 36 -+ A o-ea!°AT°gr A-JLO6' A-31.78' +y I A-9. 05' � ' CC.D _ — N89036' D2" E 374.99' J STANLEY LANE T AD cu Lu =� S89' 36' 02' W 375.00' R=20.00' R=20, 00'to A=9i" 02' 23' A-88' 57' 24' (� 6 A-31. 78' A-31. 05' N � to w �, "I R=20.00' R-20.00' W �, - 5 m A=88° 57' 37' A-91' 02' 36' A=31.05' A-31.78' v N89' 36' 02' E 375.00' ;. cA BRADSHAW LANE a S89036' 02" W 375.01' R-20.00' I%=20.00' A-88" 57' 24' A=910 02' 23' A-31. 05' A=31.78' I "' N R=20. 00' A=88° 57' 24' R-20, 00' o' o . 05' I A-91002' 36' 81 I A-31. 78' N89° 36' 02' E 375.02' i6' LNt?36'02' E - CID a Q — EAST PLUM HARBOR WAY — — � o Q N O S89036' 02' W 532.06' m NOTES 1. KPRWJCTION9 IF THIS SKETCH AM NOT YALID NItHOUt LEGdRD THE SIGNATOK AND THE,, RAISED SEAL OF A FLORIDA A ABC SCALE: t' - 1O7 TH LICENM $LQVfVOH AND MAPPER. 4 OFLIELCEXIAAL ANGLE 2. THIS PARCEL RAS NOT BEEN ABSTRACTED FOR AIDNIS-DF-NAY, P, O, B. PDIMI 01 DA6INIING EASEMENT0. OR OTNFR KCOIIOEq ON IAVRECORDEtl INSTHAH:NIB. P.D.C. POINT Of C1101EICENEM J. KAAIRGS 9NOMN IEAEpI AfE AEUTIYE TO TIE NpITM LIT[ Di SKETCH OF DESCRIPTION N RADIUSPAIL 'A•, LAND JECTIINI r AS RECORDED IN PUT THIS I S N D T A SURVEY P.0 T. POINT of TERMINATION M1 DOOM 154 PAGE IB FUDIIC IECORO9 OFB OVARO CONTTY. fLDRIRA SAID LINE HAVING A BEADING OF NORTH er3B'02• EAST. SURVEYOR'S CERTIFICATE I HEREBY CERTIFY THAT THIS DESCRIPTION AND SKETCH WERE PREPARED UNDER MY DIRECTION AND MEET THE MINIMUM TECHNICAL STANDARDS AS SET FORIH BY TIRE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61617-6. FLORIDA ADMINISTRATIVE CODE. PURSUANT TO SECTION 472.027. FLORIDA STATUTES. FOR TIE FIA9. BY: REVISION WWC li/iB/96 N/A RHS RI HARD Hr sl]IT '-"""""" PROFESSIONAL LAND SURVEYOR FLORIDA AECISTRATION NO, 5239 SKETCH 8 DESCRIPTION RJLK li/08/96 N/A RHS REVISION DWN I DA TE I FB/PG CKD CRAIG A. SMITH O ASSOCIATES CONSULTING ENGINEERS -PLANNERS -SURVEYORS PLUM HARBOR PHASE IV 1000 WEST MC NAB ROAD WATER 6 SEWER UTILITY EASEMENT AVIV POMPANO BEACH, FLORIDA, 33069 (954)782-8222 PROJECT NUMBER: 92- 529 CERTIFICATE NO: L631lO I CAD LIBRARY: 1529FZ4E SHEET 3 OF 3 DESCRIPTION r� • • A ten (10) foot wide strip of land lying in Parcel 'A', 'LAND SECTION 6 according to the plat thereof, as recorded In Plat Book 154, Page 48, of the Public Records of Broward County, Florida, lying five (5) feet on each side of the following described centerline; COMMENCING at the Northwest corner of said Parcel 'A'; THENCE North 89'36'02' East, along the North line of said Parcel 'A", 2065.49 feet; THENCE South 00.23'58" East, 420.00 feet to the POINT OF BEGINNING; THENCE North 89°36'02" East, a distance of 117.97 feet to the beginning of a Tangent curve concave to the Northwest; THENCE Northeasterly, along the arc of said curve having a radius of 505.00 feet, a delta of it' 59", and an arc distance of 99.30 feet to a Point of Reverse Curvature with a curve concave to the Southeast; THENCE Northeasterly, along the arc of said curve having a radius of 948.00 feet, a delta of 08157'34', and an arc distance of 148.24 feet to a Point of Compound Curvature with a curve concave to the Southwest; THENCE Southeasterly, along the arc of said curve having a radius of 20.00 feet. a delta of 91 15'49', and an are distance of 31.86 feet to a Point of Tangency also known as Reference Paint "A'; THENCE South 01'26'34" East, a distance of 87.05 feet to the beginning of a Tangent curve concave to the Northwest; THENCE Southwesterly, along the arc of said curve havingg a radius of 15.00 feet, a delta of 9!'02'36', and an arc distance of 23.04 feet to a Point of Tangency; THENCE South 89'36'02' West, a distance of 374.99 feet to the beginning of a Tangent curve concave to the Northeast also known as Reference Point 'B': THENCE Northwesterly, along the are of said curve having a radius of 15.00 feet, a delta of 86°57'37', and an arc distance of 23.29 feet to a Point of Tangency; THENCE North 01'26'21' West, a distance of 60.42 feet to the beginning of a Tangent curve concave to the Southeast; THENCE Northeasterly, along the arc of said curve having a radius of 20.00 feet, a delta of 9!'02'231, and an arc distance of 31.78 feet to the POINT OF TERMINATION TOGETHER WITH COMMENCING at Reference Point "A'; THENCE North 87'34'01" East, 50,22 feet to a point on the are of a non -tangent curve concave to the Southeast (said point bears North 86'24'09' West from the radius of the next described curve), said point being the POINT OF BEGINNING; THENCE Southwesterly, along the arc of said curve having a radius of 20.00 feet, a delta of 031il'1.7, and an arc distance of Lit feet to a Point of Compound Curvature with a curve concave to the East; THENCE Southerly, along the arc of said curve having a radius of 275.00 feet, a delta of 01*51'09', and an arc distance of 8,89 feet to a Point of Tangency; THENCE South 0!'25'34" East, a distance of 440.64 feet to the beginning of a Tangent curve concave to the Northeast; THENCE Southeasterly, along the arc of said curve having a radius of 15.00 feet, a delta of 88'57'241, and an arc distance of 23.29 feet to a Point of Tangency; THENCE North 89.36'02" East, 50.38 feet to the POINT OF TERMINATION CPAIG A. SMITH & ASSOCIATES PLUM HARBOR PHASE I U CONSULTING ENGINEERS -PLANNERS -SURVEYORS tOOO WEST MC NAB ROAD WATER & SEWER UTILITY EASEMENT low POMPANO BEACH, FLORIDA, 33069 (954)782-8222 PROJECT NUMBER: 92- 1529 VEF CERTIFICATE NO: LB3110 CAD L18RARY: i529-4UE SHEET i OF 3 TOGETHER WITH • COMMENCING at Reference Point "B"; THENCE South 02'03'46' East, 50.02 feet to the POINT OF BEGINNING; THENCE North 89'36'02' East, a distance of 375.00 feet to the beginning of a Tangent,curve concave to the Southwest; THENCE Southeasterly, along the arc of said curve having a radius of 15.00 feet, a delta of 88'57'24', and an arc distance of 23.29 feet to a Point of Tangency; THENCE South Ol'26'34" East, a distance of 100.22 feet to the beginning of a Tangent curve concave to the Northwest; THENCE Southwesterly, along the arc of said curve having a radius of 15.00 feet, a delta of 9i'02'361, and an arc distance of 23.84 feet to a Point of Tangency; THENCE South 89136'02' West, a distance of 375.00 feet to the beginning of a Tangent curve concave to the Northeast also known as Reference Point 'C'; THENCE Northwesterly, along the arc of said curve having a radius of 15.00 feet, a delta of 88157'37", and an arc distance of 23.29 feet to a Point of Tangency; THENCE North 01126'21' West, a distance of 100,22 feet to the beginning of a Tangent curve concave to the Southeast; THENCE Northeasterly, along the arc of said curve having a radius of t5,00 feet, a delta of gi'02'23', and an arc distance of 23.83 feet to the POINT OF TERMINATION. TOGETHER WITH COMMENCING at Reference Point 'C'; THENCE South 02903'46' East, 50.02 feet to the POINT OF BEGINNING; THENCE North 89.36'02' East, a distance of 375.01 feet to the beginning of a Tangent curve concave to the Southwest; THENCE Southeasterly, along the arc of said curve having a radius of 15.00 feet, a delta of 88'57'24', and an are distance of 23.29 feet to a Point of Tangency; THENCE South 01*26'34- East, a distance of 100.22 feet to the beginning of a Tangent curve concave to the Northwest; THENCE Southwesterly, along the arc of said curve having a radius of 15.00 feet, a delta of 91102'361, and an arc distance of 23,B4 feet to a Point of Tangency; THENCE South 89'36'02' West, a distance of 375.02 feet to the beginning of a Tangent curve concave to the Northeast; THENCE Narthwesterly, along the arc of said curve having a radius of 15.00 feet, a delta of p6'S7'371, and an arc distance of 23,29 feet to a Point of Tangency; THENCE North 01'26'21' West, a distance of 100,22 feet to the beglnning of a Tangent curve concave to the Southeast; THENCE Northeasterly, along the arc of said curve having a radius of 15.00 feet, a delta of 9i'02'23', and an arc distance of 23.83 foot to the POINT OF TERMINATION. Lying In the City of Tamarac, Braward County, Florida CRAIG A. SMITH s ASSOCIATES PLUM HARBOR PHASE IV CONSULTING ENGINEERS -PLANNERS -SURVEYORS 1000 WEST MC NAB ROAD WATER & SEWER UTILITY EASEMENT POMPANO BEACH, FLORIDA, 33069 (954)782-8222 PROJECT NUMBER: 92- 1529 CERTIFICATE NO: LB3110 ICAD LIBRARY: 1529-4UE SHEET 2 OF 3 • • l� POINT OF COMMENCEMENT - NORTHWEST CORNER PARCEL 'A' NORTH BOUNDARY PARCEL 'A' N99' 36' 02' E 206S. 49' W IR SCALE I' • tINY R-20. 00' rS96/- &P1 LUi. 8R-20.00' N87'34'0i'E A-9i' 02' 23" REF. I 60.22' PT. A-31.78' R-20. DO' I — L+JI 'v Na(6RA2 A W O.B. TP. OTT. A"08'57'34' R„505, DO' - 14 4�I I R-275 00' -ii 15`59 N Q R-i co OO A- 9.30' R=i .00' � - .O�" _'J I� 559 -8B° 57' 3 '662 563 664 565 91° 2' 3 "5G90 I -A-B, 9' c * A-2.29 A-2.84' `�' 572 REF. T. 'B' _ STAN EY L E 'gi 9' 36' 021 W 3 4. 9 ' _ I 573 9021hill E P. 0. B. . 0 T. N 9' 36' ' — — — a 574 -i5. 0' R- 5.0 ' I Lo A- i° 0 ' 23' 583 582 581 58D 579 A -BE 57' 4' LU I 575 ts CD -., IN -23. 3' A- 3.2 ' mIN IQ R- 5. a ' : ia 85 37 590 591 692 593 594 A A- •3. B 6' I I 59B -23. 29' ____ V 599 - - - IsREF. RADS IAW LGDo Sot'OP. o.. /p. r. N 9'36' 02'E 75, 1' 50, __ — - — IGOS R i5. 0' 9li5 023 612 G11 GiO 609 608 A- 8' 5 24' Ld-23 83' A 23. 9'mIB8'57' 4' R-00' R i5.O ' S �A-23.2 9• °62!622 623 AA '38 36" 44, R AY 9' 36 02" W 75. 2'�_i — N89' 36' 02' E 642 1 641 1 640 1 639 1 638 1 637 1 636 1 635 1 634 1 633 1 632 1 631 1 630 1 629 1 620 1 627 LEGEND I.v REPRODUCTIONS OF THIS SKETCH ARE NOT VALID WITHOUT A ARC LENGTH THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA C CENTERLINE LICENSED SURVEYOR AND MAPPER. A DELTA, CENTRAL ANGLE P.O.B. POINT OF BEGINNING 2. THIS PARCEL HAS NOT BEEN ABSTRACTED FOR RIGHTS -OF -WAY, P.O.C. POINT OF COMMENCEMENT EASEMENTS, OR OTHER RECORDED OR UNRECORDED INSTRUMENTS. P.O.T. POINTSOF TERMINATION 3, BEARINGS SHOWN HEREON ARE RELATIVE TO THE NORTH LINE OF SKETCH O F DESCRIPTION PARCEL 'A', "LAND SECTION 8; • AS RECORDED IN PLAT BOOK 154. PAGE 48, PUBLIC RECORDS OF BROWARD COUNTY, THIS IS NOT A SURVEY FLORIDA. SAID LINE HAVING A BEARING OF NORTH 89'36'02' SURVEYOR'S CERTIFICATE I HEREBY CERTIFY THAT THIS OESCRIPTION AND SKETCH WERE PREPARED UNDER MY DIRECTION AND MEET THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIOA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61617-6. FLORIDA ADNINISTRATIYE CODE, PURSUANT TO SECTION 472.027, FLORIDA STAIUTES. ICI FOR JX FIRMBY: HICHWVM,,/Rt L LAND SURVEYOR FLORIDA RECISTRATIOM NO. S239 SKETCH 6 DESCRIPTION RJLK ii i4 96 / / N A / RHS REVISION DWN DATE FBIPGI CKD CRAIG A. SMITH & ASSOCIATES CONSULTING ENGINEERS -PLANNERS -SURVEYORS PLUM HARBOR PHASE IV 1000 WEST MC NAB ROAD POMPANO BEACH, FLORIDA, 33069 (954)782-8222 WATER & SEWER UTILITY EASEMENT PROJECT NUMBER: 92-1529 CERTIFICATE NO: L63110 ICAD LIBRARY: 1529-4UE ISHEET 3 OF 9 FORT LAUDERDALE TRUCK FARMS PLAT BOOK 4, PAGE 31 B. C, R. r� u r� u li LU Z Lil 7 Q i-' V rn WEST COMMERCIAL BOULEVARD SURVEYOR'S NOTES I. REPRODUCTIONS OF THIS SKETCH ARE NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYOR'S SEAL. 2. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS -OF -WAY, EASEMENTS. OWNERSHIP. OR OTHER INSTRUMENTS OF RECORD. 3. BEARINGS SHOWN HEREON ARE RELATIVE TO THE FLORIDA COORDINATE SYSTEM EAST ZONE, GRID NORTH, TRANSVERSE MERCATOR PROJECTION (STONER/KEITH RESURVEY AS RECORDED IN MISCELLANEOUS PLAT BOOK 3, PAGE 44. OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA) BASED ON THE NORTH LINE OF LAND SECTION B BEARING NORTH 89'36'02' EAST, 4. THIS IS NOT A BOUNDARY SURVEY. SURVEYOR'S CERTIFICATE 11�4i -(;7v LOCATION MAP (NOT TO SCALE) I HEREBY CERTIFY THAT THIS DESCRIPTION AND SKETCH WERE PREPARED UNDER MY DIRECTION AND MEET THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 47 027, FLORIDA STATUTES. FOR THE FIRM, BY: ---- -- - ----------------- R I CHARD H. SMITH PROFESSIONAL LAND SURVEYOR FLORIDA REGISTRATION NO. 5239 REV 'SI°" U"" ry IELD O r'"U°uU" L°`L�`� PLUM HARBOR PHASE I V BY: IF 0 WORK PAGE ,— SKETCH 6 DESCRIPTION JWN N/A N/A RHS WATER 6 SEWER UTILITY EASEMENT PROJECT NUMBER: 92--1529 CRA I G A. SMITH ASSOCIATES CAD LIBRARY: i529E25A SCALE: CONSULTING ENGINEERS -PLANNERS -SURVEYORS NAME: DATE: N. A. 1000 WEST MC NAB ROAD DRAWN: JOHN NEW 3/01/96 PROJECT No. POMPANO BEACH, FLORIDA, 33069 CHECKED: R. SMITH / /95 92-1529 (305)782-8222 FIELDWORK: ooCERT. NO. LB0003ii0 IFIELDBOOK ,PG. ISHEET i OF 3 • • • LAND DESCRIPTION A portion of Parcel "A", Land Section B. according to the plat thereof, as recorded In Plat Book 154, Page 48 of the Public Records of Broward County, Florida being more particularly described as follows: COMMENCING at the Northwest corner of said Parcel "A11; THENCE North 89036'02" East along the North boundary of said Parcel " A" , a distance of 2020.07 feet; THENCE South 01626' 21" East, a distance of 939. i8 feet to a point on the arc of a non -tangent curve concave to the Northwest (said point bears South 4B'28'63" East from the radius point of the next described curve) and the POINT OF BEGINNING of the centerline of a 10.00 foot wide strip of land; THENCE Northeasterly, along the arc of said curve having a radius of 65.00 feet, a delta of 060 3B' 0811 , and an arc distance of 6.39 feet to a Point of Reverse Curvature with a curve concave to the Southeast; THENCE Northeasterly, along the arc of said curve having a radius of 20.00 feet, a delta of 530 43' 04" , and an arc distance of SB. 75 feet to a Point of Tangency; THENCE North 89" 36' 02" East, a distance of 542.19 feet to the East boundary of said Parcel "A" and the POINT OF TERMINATION of said centerline. The side lines of this easement are to be shortened of lengthened to provide a continuous easement in width and to Intersect adjacent parcel lines and/or easement lines. Said lands lying in the City of Tamarac, Broward County, Florida REV IS ION I UHA"N OAIt OF L4000UK 011t0Kk ❑Y: IE D Honrc PAGE or: SKETCH 6 DESCRIPTION JWN N/A N/AI RHS PLUM HARBOR PHASE IV WATER & SEWER UTILITY EASEMENT PROJECT NUMBER: 92-1529 CRA I G A. SMITH & ASSOCIATES CAD LIBRARY: i529E25A SCALE: CONSULTING ENGINEERS -PLANNERS -SURVEYORS NAME: DATE: N. A. 1000 WEST MC NAB ROAD DRAWN: JOHN NEW 3/01/96 PROJECT NO. POMPANO BEACH, FLORIDA, 33069 CHECKED: R. SMITH / /96 92-1529 (305)782-8222 FIELDWORK: CERT. N0. LB0003i10 FIELDWOOK .PG. ISHEET 2 OF 3 r1 r� • S0i"26'2111E �°% PLUM HARBOR CIRCLE 939, B' ��rn P 0 8 w co u0 C5 z tv m m rn+ c) co rr'v I w P cn rn a� rn CD o I � i I rn b o m a"� �� "' 40.00'e � ��� 1� � L°N" pAO C7 . m m as Cp z W a — cn = = ---I U1�0 W o�ca A©77 t7 Ol 02 -0F"nmU7CD C7 CY) I � Co cn=�� m r Cn �; cm C CD9 w _J I �x en w A -0 CD CD rev �cn m w w n � I rn rn M) `C N a) r; Q7 ru w w Ln N� Cn LEGEND CD A ARC LENGTH B.C.R. BROWARD COUNTY RECORDS rn O.R.B. OFFICIAL RECORDS BOOK ry Ln P. B. PLAT BOOK L`' I P. C. P. PERMANENT CONTROL POINT n' PG. PAGE CENTERLINE rw A CENTRAL (DELTA] ANGLE o) rn P. B. PLAT BOOK w P.C.P. PERMANENT CONTROL POINT I I PG. PAGE P.O.B. POINT OF BEGINNING aT P. 0. C. POINT OF COMMENCEMENT w R RADIUS cm) SO. FT. SQUARE FEET _ REF. PT. REFERENCE POINT CT) P.O.T. POINT OF TERMINATION ru cD Cn I i �4 rn o m n w rn ro I I 0 30 60 120 GRAPHIC SCALE IN FEET EAST BOUNDARY SCALE i' - 60' P. 0. T. PARCEL "A" REV 151 ON DRAWN BY: DATE OF I WORK F I E4000UK PAGE CHECKED EC PLUM HARBOR PHASE I V WATER & SEWER UTILITY EASEMENT SKETCH S DESCRIPTION JWN N/A N/A RH5 PROJECT NUMBER: 92-1529 CRA I G A. SMITH & ASSOCIATES CAD LIBRARY: i529E25A SCALE: NAME: DATE: CONSULTING ENGINEERS-PLANNERS-SURVEYOAS i" - 60' 1000 WEST MC NAB ROAD DRAWN: JOHN NEW 3/03/96 PROJECT NO, CHECKED: R. SMITH / /96 POMPANO BEACH, FLORIDA, 33069 92-1529 FIELDWORK: (305)782�-8222 CERT. NO. LB0003110 FIELDBOOK .PG, SHEET 3 OF 3