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Resolution 2000-412 RESOLUTION NO. 2000 - ~ 1684 A RESOLUTION AUTHORIZING THE ACQUISITION OF LAND BY GIFT OF NON- ExeLUSIVE, PERPETUAL SIDEWALK, DRAINAGE, SLOPE, MAINTENANCE AND TEMPORARY CONSTRUCTION INTERESTS BY EASEMENT FOR THE IMMOKALEE ROAD SIDEWALK PROJEeT BETWEEN JOHN MICHAEL ROAD AND e.R. 951, eIE NO.8. WHEREAS, the Board ofeounty eommissioners (Board), on February 23,1999, adopted Ordinance No. 99-14 therein establishing the 1999 (Eighth Annual Update and Amendment) Capital Improvement Element of the Growth Management Plan in order to establish priorities for the design, acquisition and construction of the various capital improvement projects. The Transportation Element of the eounty's eomprehensive Plan was adopted in Ordinance No. 99-13; and WHEREAS, the Immokalee Road Sidewalk Project are component parts of the Transportation Element of the eounty's eomprehensive Plan; and WHEREAS, alternate locations, environmental factors, long range planning, cost variables, concurrence, safety and welfare considerations have been reviewed as they relate to the implementation of said transportation improvements; and it has been recommended by County Staff that it is necessary and in the best interest of Collier County, Florida, to maintain flexibility over the acquisition of property rights required for the construction of the Immokalee Road Sidewalk Project. hereinafter referred to as "Project" as identified on Exhibit "A" attached hereto and incorporated herein by reference; and WHEREAS, the design and construction of said transportation improvements and related facilities have been determined by the Board to be necessary and in the best interest of Collier County; and WHEREAS, the construction of the transportation improvements and related facilities contemplated by the Project are necessary in order to protect the health, safety and welfare of the citizens of Collier County, and will assist eoUier eounty in meeting certain concurrency requirements of the Growth Management Plan for Collier County. NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF eOUNTY C01\.1MISSIONERS OF COLLIER COUNTY, FLORIDA, that: 1. The Board has considered the environmental factors, safety factors and fiscal considerations relating to the final adopted location of the transportation improvements and related facilities. 2. The sidewalk, drainage, slope, maintenance and temporary construction interests by easement identified on Exhibit "A" are the most feasible location, both necessary and consistent with the project requirements, in order to permit the construction and maintenance ofthe transportation improvements and related facilities for the Immokalee Road Sidewalk Project, eIE No.8. .Page 1- Sidewalk Project and related facilities are necessary for a public purpose and is in the best interest of Collier County. 4. The construction and maintenance of the transportation improvements and related facilities are compatible with the long range planning goals and objectives of the Growth Management Plan for Collier County. 5. It is necessary and in the best interest of Collier Cotmty for the Board to acquire the sidewalk, drainage, slope, maintenance and temporary construction interests by easement identified in Exhibit "A"; and County Staff is hereby authorized and directed to acquire by gift the perpetual, non-exclusive, sidewalk, drainage, slope, maintenance and temporary construction interests by easement on the property identified in Exhibit "A". 6. Upon the approval by the County Attorney's Office of all documents deemed necessary for the subject property acquisition as deemed appropriate in order to protect the interests of the County, the Board hereby authorizes its present Chairman and any subsequent Chairman, for the life of the Project, to execute any instruments which have been approved by the Office of the County Attorney, to remove the lien of any encumbrance and for any such other purpose as may be required for the easement interests. 7. All title to properties or interests in properties which have been obtained in the manner described above shall be deemed "accepted" by the Board of County Commissioners, as the governing body of Collier County, Florida, a political subdivision of the State of Florida, and as such, staff is hereby authorized to record in the Public Records of Collier County, Florida, said easements or fee simple title and such other instruments as may be required to remove the lien of any encumbrance from the acquired properties. THIS RESOLUTION ADOPTED on this/t'//t~Lday of ~ta~_,~2t~, 2000, after motion, second and majority vote. CLERK Attest, as 'to Chatm~n's Signature onl$. Approved as to form and legal sufficiency: Heid~i -~- A~shtc~n7~//('---'''' Assistant County Attorney JAMES D AIRMAN -Page 2- 1684 PUBLIC WORKS ENGINEERING DEPARTMENT 3301 EAST TAMIAMI TRAIL NAPLES, FLORIDA 34112 (941) 774-8192 SKETCH OF DESCRIPTION NOT A SURVEY ~,~,~,, ::~,..,~ ~? .... I..~..~L~. PROJECT NO ............... 69101 ! PARCEL NOS. 617 & 817 FOLIO NO ............ OD I fl 50 ~ 000 Sidewalk~ Slope~ D~alnage easem~3~.13, IMMOKALEE ROAD (C.R. 846) o 100' R\W EXISTING R\W LINE · ~ ~ 330' __ ~r~~ PARCEL 617 SIDEWALK EASEMENT T~ PARCEL 817 SLOPE & DRAINAGE EASEMENT WEST HALF, NORTHWEST 1/4, ' NORTHEAST 1/4, NORTHWEST 1/4 SEC.28,TWP. 48S, PGE. 26 E. I DESCRIPTION (PARCEL 617) THE SOUTH 15 FEET OF THE NORTH 165 OF THE WEST HALF OF THE NORTHWEST QUARTER OF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 28, TOWNSHIP 48 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA. CONTAINING 4952 SQUARE FEET OR .114 ACRES DEscRIPTION (PARCEL 817) THE SOUTH 15 FEET OF THE NORTH 180 OF THE WEST HALF OF THE NORTHWEST QUARTER OF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 28, TOWNSHIP 48 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA. CONTAINING 4952 SQUARE FEET OR .114 ACRES GENERAL NOTES 2) P.O.B. = POINT OF BEGINNING PREPARED ..... DATE.. 3) SEC. = SECTION ~./ GEORGE R. RICHMOND 4) TWP. = TOWNSHIP PROFESSIONAL LAND SURVEYOR-FL. REG. # 2406 5) RGE.= RANGE PUBLIC WORKS ENGINEERING DEPT. 6) R/W = RIGHT OF WAY COLLIER COUNTY GOVERNMENT COMPLEX 7) ALL DISTANCES ARE IN FEET AND DECIMALS THEREOF 3301 EAST TAMIAMI TRAIL 8) NOT VALID UNLESS SIGNED AND SEALED WITH THE NAPLES, FLORIDA 34112 EMBOSSED SEAL OF A PROFESSIONAL LAND SURVEYOR DRAWN BY CH~CKED BY SCALE DATE I FILE NO. ' ' " NOT TO SCALE AUGUST 21,200~ IMRl13 SHEET 1 OF I 16B4 ,, PUBLIC WORKS ENGINEERING DEPARTMENT 3301 EAST TAMIAMI TRAIL NAPLES, FLORIDA 34112 (941) 774-8192 SKETCH OF DESCRIPTION NOT A SURVEY ~¢e~' i[~i~-~, PARCEL NOS. 618 & 818 FOLIO NO ............ O01 Cl qc~ (.,, CX~ Sidewalk, Slope,__ _Dr__a.i~9~e easement 330.13' / IMMOKALEE ROAD (C.R. 846) 100' R\W EXISTING R\W LINE ~ /1 ~'~ 330' /~1 I EAST HALF, NORTHWEST 1/4, NORTHEAST 1/4, NORTHWEST 1/4 SEC.28,TWP. 48S, PGE. 26 E. DESCRIPTION (PARCEL 618) THE SOUTH 8 FEET OF THE NORTH 158 OF THE EAST HALF OF THE NORTHWEST QUARTER OF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 28, TOWNSHIP 48 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA. CONTAINING 2641 SQUARE FEET OR .061 ACRES DESCRIPTION (PARCEL 818) THE SOUTH 15 FEET OF THE NORTH 173 OF THE EAST HALF OF THE NORTHWEST QUARTER OF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 28, TOWNSHIP 48 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA. CONTAINING 4952 SQUARE FEET OR .114 ACRES GENERAL NOTES 1,P.O.C.=POINTOFCOMMENOEMENT B~---~¢ ~~~ 2) P.O.B. = POINT OF BEGINNING PREPARED . ..... :.DAT ... 3) SEC. = SECTION (/ GEORGE R. RICHMOND 4) TWP. = TOWNSHIP PROFESSIONAL LA,ND SURVEYOR-FL REG. # 2406 5),PGE. = RANGE PUBLIC WORKS ENGINEERING DEPT. 6) R/W = RIGHT OF WAY COLLIER COUNTY GOVERNMENT COMPLEX 7) ALL DISTANCES ARE IN FEET AND DECIMALS THEREOF 3301 EAST TAMIAMI TRAIL 8) NOT VALID UNLESS SIGNED AND SEALED WITH THE NAPLES, FLORIDA 34112 EMBOSSED SEAL OF A PROFESSIONAL LAND SURVEYOR DRAWN BY CHECKED BY SCALE DATE FILE NO. ' .... NOTTO SCALE AUGUST21, 200, IMP113 SHEET 1 OF 1 16 4 PUBLIC WORKS ENGINEERING DEPARTMENT 3301 EAST TAMIAMI TRAIL NAPLES, FLORIDA 34112 (941) 774-8192 SKETCH OF DESCRIPTION ~L=c PROJECT NO ............... 69101 PARCEL NOS. 619 & 819 FOLIO NO ............ OC)lq 000q S±dewalk, Slope, Dralnage easement 330.13' IMMOKALEE ROAD (C.R. 846) o 100' R\W ~ ..... PARCEL 619 SIDEWALK EASEMENT ' ' -'~ T5~ PARCEL 819 SLOPE & DRAINAGE EASEMENT NORTHEAST 1/4, NORTHWEST 1/4 SEC.28,TWP. 48S, RGE. 26 E. DESCRIPTION (PARCEL 619) THE SOUTH 8 FEET OF THE NORTH 158 OF THE WEST HALF OF THE NORTHEAST QUARTER OF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 28, TOWNSHIP 48 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA. CONTAINING 2641 SQUARE FEET OR .061 ACRES DESCRIPTION (PARCEL 819) THE SOUTH 15 FEET OF THE NORTH 173 OF THE WEST HALF OF THE NORTHEAST QUARTER OF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 28, TOWNSHIP 48 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA. CONTAINING 4952 SQUARE FEET OR .114 ACRES GENERAL NOTES 2) P.O.B. = POINT OF BEGINNING PREPARED . .DATE ....... 3) SEC. = SECTION ~ GEORGE R. RICHMOND 4) TWP. = TOWNSHIP PROFESSIONAL LAND SURVEYOR-FL REG. # 2406 5)'RGE. = RANGE PUBLIC WORKS ENGINEERING DEPT. 6) R/W = RIGHT OF WAY COLLIER COUNTY GOVERNMENT COMPLEX 7) ALL DISTANCES ARE IN FEET AND DECIMALS THEREOF 3301 EAST TAMIAMI TRAIL 8) NOT VALID UNLESS SIGNED AND SEALED WITH THE EMBOSSED SEAL OF A PROFESSIONAL LAND SURVEYOR NAPLES, FLORIDA 34112 DRAWN BY " CHECKED BY ~CALE DATE '" FILE NO. ' ' NOT TO SCALE AUGUST 21,200~ IMRl13 SHEET I OF I PUBLIC WORKS ENGINEERING DEPARTMENT 3301 EAST TAMIAMI TRAIL NAPLES, FLORIDA 34112 (941) 774-8192 SKETCH OF DESCRIPTION NOT A SURVEY ~X PROJECT NO ............... 69'101 FOLIO NO ............ OOIq5 Sidewalk, Slope, Drainage, Easement 330.13' I , I IMMOKALEE ROAD (C.R. 846) 100' R\W EXISTING R\W LINE ~ 330' -~ ' " PARCEL 620 SIDEWALK EASEMENT "-- ~ PARCEL 820 SLOPE & DRAINAGE EASEMENT EAST HALF, NORTHEAST 1/4, NORTHEAST 1/4, NORTHWEST 1lq SEC.28,TWP. 48S, RGE. 26 E. DESCRIPTION (PARCEL 620) THE SOUTH 15 FEET OF THE NORTH 165 OF THE EAST HALF OF THE NORTHEAST QUARTER OF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 28, TOWNSHIP 48 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA. CONTAINING 4952 SQUARE FEET OR .114 ACRES DESCRIPTION (PARCEL 820) THE SOUTH 15 FEET OF THE NORTH 180 OF THE EAST HALF OF THE NORTHEAST QUARTER OF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 28, TOWNSHIP 48 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA. CONTAINING 4952 SQUARE FEET OR .114 ACRES GENERAL NOTES 1) P.O.C. = POINT OF COMMENCEMENT Y..~,,ce~.... .~/ ..~...~. 2) P.O.B.: POINT OF BEGINNING PREPARED B ...... DATE.. 3) SEC.: SECTION ~/GEORGE R. RICHMOND 4) TWP.: TOWNSHIP PROFESSIONAL LAND SURVEYOR-FL. REG. # 2406 5)'RGE.: RANGE PUBLIC WORKS ENGINEERING DEPT. 6) R/W: RIGHT OF WAY COLLIER COUNTY GOVERNMENT COMPLEX 7) ALL DISTANCES ARE IN FEET AND DECIMALS THEREOF 3301 EAST TAMIAMI TRAIL 8) NOT VALID UNLESS SIGNED AND SEALED WITH THE EMBOSSED SEAL OF A PROFESSIONAL LAND SURVEYOR NAPLES, FLORIDA 34112 DRAWN BY CHECKED BY SCALE DATE FILE NO. ' ' ...... NOT TO SCALE AUGUST 21,200( IMRl13 SHEET 1 OF 1 169 PUBLIC WORKS ENGINEERING DEPARTMENT 3301 EAST TAMIAMI TRAIL NAPLES, FLORIDA 34112 (941) 774-8192 SKETCH OF DESCRIPTION ~~~-~tQ NOT A SURVEY PROJECT NO ................ 69101 .... ~ PARCEL NOS ......... 622 & 822 ]:~ .~.--J-~.. ~.. FOLIO NO ........... 00194800006 NORTHEAST CORNER SEC. 28, TWP. 48,PGE. 26E, Sidewalk, Slope, Drainage, Easement COLLIER COUNTY, FLORIDA. - ' -- - T 1980.89' I ~ IMMOKALEE ROAD C.R. 846 ~ (100' R\W)o I -- I I i PARCEL 622 ~ .~ N 89° 16' 32" W 591.54' ~-10' 352.56' ~-{' 561.54' ~---60~ __ ~677~-6" --- J -'I [__" '99'-f.79'--__ I~-~" _~- 531.54' f 10,/~- m =1-0-210 -- I -3B2.-5-'~ / L 15' ~o PAR EL 822 m r.D o I DESCRIPTION PARCEL ~22: THE SOUTH 15 FEET OF THE NORTH 180 FEET OF THE WEST 367.56 FEET OF THE EAST 1980.89 FEET; AND THE SOUTH 15 FEET OF THE NORTH 165 FEET OF THE WEST 591.54 FEET OF THE EAST 1628.33 FEET; AND THE SOUTH 15 FEET OF THE NORTH 175 FEET OF THE WEST 991.79 FEET OF THE EAST 1051.79 FEET; AND THE SOUTH 15 FEET OF THE NORTH 165 FEET OF THE EAST 75 FEET OF THE NORTHEAST QUARTER OF SECTION 28, TOWNSHIP 48 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA. CONTAINING 30,388 SQUARE FEET OR 0.698 ACRES MORE OR LESS. DESCRIPTION PARCEL 822 THE SOUTH 15 FEET OF THE NORTH 195 FEET OF THE WEST 382.56 FEET OF THE EAST 1980.89 FEET; AND THE SOUTH 15 FEET OF THE NORTH 180 FEET OF THE WEST 561.54 FEET OF THE EAST 1613.33 FEET; AND THE SOUTH 15 FEET OF THE NORTH 190 FEET OF THE WEST 1021.79 FEET OF THE EAST 1066.79 FEET; AND THE SOUTH 15 FEET OF THE NORTH 180 FEET OF THE EAST 60 FEET OF THE NORTHEAST QUARTER OF SECTION 28, TOWNSHIP 48 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA. CONTAINING 30,388 SQUARE FEET OR 0.698 ACRES MORE OR LESS. GENERAL NOTES ~ . , ' 2) P.O.B. = POINT OF BEGINNING PREPARED DATE 3) SEC. = SECTION GEORGE R. RICHMOND 4)..TVVP. = TOWNSHIP PROFESSIONAL LAND SURV.EYOR-FL. REG. # 2406 5)RGE. = RANGE PUBLIC WORKS ENGINEERING DEPT. 6) R/W = RIGHT OF WAY COLLIER COUNTY GOVERNMENT COMPLEX 7) ALL DISTANCES ARE IN FEET AND DECIMALS THEREOF 3301 EAST TAMIAMI TRAIL 8) NOT VALID UNLESS SIGNED AND SEALED WITH THE NAPLES, FLORIDA 34112 EMBOSSED SEAL OF A PROFESSIONAL LAND SURVEYOR DRAWN BY CHECKED BY SCALE DATE FILE NO. NOT TO SCALE AUGUST 8, 2000 IMR122SW SHEET 1 OF 1 PUBLIC WORKS ENGINEERING DEPARTMENT 3301 EAST TAMIAMI TRAIL NAPLES, FLORIDA 34112 (941) 774-8192 SKETCH OF DESCRIPTION NOT A SURVEY ~ .... ~_..,~~ PROJECT NO ............... 69101 PARCEL NOS. 623 & 823 FOLIO NO ............ Sidewalk, Slope, Drainage Easement 660.26' I lOO' R\W -- I EXISTING R\W LINE ~ 660' ~ PARCEL 623 SIDEWALK EASEMENT "- WEST 1/2, WEST 1/2, NORTHWEST 1/4 SEC.27,TWP. 48S, RGE. 26 E. DESCRIPTION (PARCEL 623) THE SOUTH 9 FEET OF THE NORTH 159 OF THE WEST HALF OF THE WEST HALF OF THE NORTHWEST QUARTER OF SECTION 27, TOWNSHIP 48 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA. CONTAINING 5942 SQUARE FEET OR .136 ACRES DESCRIPTION (PARCEL 824) THE SOUTH 15 FEET OF THE NORTH 174 OF THE WEST HALF OF THE WEST HALF OF THE NORTHWEST QUARTER OF SECTION 27, TOWNSHIP 48 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA. CONTAINING 9904 SQUARE FEET OR .227 ACRES GENERAL NOTES ~/~_.~y~ ~,/'.-.,~..- 1) P.O.C. = POINT OF COMMENCEMENT 2) P.O.B. = POINT OF BEGINNING PREPARED BY ....... DATE.. . 3) SEC.= SECTION ~G~"C~"I~';~ 4) TWP. = TOWNSHIP PROFESSIONAL LAND SURVEYOR-FL. REG. # 2406 5)"RGE. = RANGE PUBLIC WORKS ENGINEERING DEPT. 6) RAN = RIGHT OF WAY COLLIER COUNTY GOVERNMENT COMPLEX 7) ALL DISTANCES ARE IN FEET AND DECIMALS THEREOF 3301 EAST TAMIAMI TRAIL 8) NOT VALID UNLESS SIGNED AND SEALED WITH THE NAPLES, FLORIDA 34112 EMBOSSED SEAL OF A PROFESSIONAL LAND SURVEYOR DRAWN BY CHECKED BY SCALE D~TE FILE NO. ',', NOT TO SCALE AUGUST 21,200 IMRl13 SHEET 1 OF 1 PUBLIC WORKS ENGINEERING DEPARTMENT 3301 EAST TAMIAMI TRAIL NAPLES, FLORIDA 34112 (941) 774-8192 SKETCH OF DESCRIPTION NOT A SURVEY plaoo_._CL_~' f~ PROJECT ,O ............... 69101 PARCEL NOS. 624 & 824 FOLIO NO .......... CO Iq ~q c~ ~~ Sidewalk, Slope, Drainage Easement 660.26' IMMOKALEE ROAD (C.R. 846)~ 100' R\W ~ 660' ~ PARCEL 624 SIDEWALK EASEMENT -- T~ PARCEL 824 SLOPE & DRAINAGE EASEMENT t~ EAST 1/2, WEST 1/2, NORTHWEST 1/4 SEC.27,TWP. 48S, RGE. 26 E. DESCRIPTION (PARCEL 624) THE SOUTH 9 FEET OF THE NORTH 159 OF THE EAST HALF OF THE WEST HALF OF THE NORTHWEST QUARTER OF SECTION 27, TOWNSHIP 48 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA. CONTAINING 5942 SQUARE FEET OR .136 ACRES DESCRIPTION (PARCEL 824) THE SOUTH 15 FEET OF THE NORTH 174 OF THE EAST HALF OF THE WEST HALF OF THE NORTHWEST QUARTER OF SECTION 27, TOWNSHIP 48 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA. CONTAINING 9904 SQUARE FEET OR .227 ACRES GENERAL NOTES 1, P.O.C.: POINT OF COMMENCEMENT y_~,.~ .~..... _...~..._~..;.i...~,../.~. /, 2) P.O.B. = POINT OF BEGINNING PREPARED B .... DATE... ~ ~ 3) SEC. = SECTION GEORGE R. RICHMOND 4) TWP. = TOWNSHIP PROFESSIONAL LAND SURVEYOR-FL. REG. # 2406 5i RGE. = RANGE PUBLIC WORKS ENGINEERING DEPT. 6) R/W = RIGHT OF WAY COLLIER COUNTY GOVERNMENT COMPLEX 7) ALL DISTANCES ARE IN FEET AND DECIMALS THEREOF 3301 EAST TAMIAMI TRAIL 8) NOT VALID UNLESS SIGNED AND SEALED WITH THE EMBOSSED SEAL OF A PROFESSIONAL LAND SURVEYOR NAPLES, FLORIDA 34112 DRAWN BY CHECKED BY SCALE DATE FILE NO. NOT TO SCALE JULY 27, 2000 IMR113 SHEET 1 OF 1 16B4 Sidewalk, Slope, Drainage Easement NORTH lINE SEC. 27 S 89"16'56"E ,,1320.44' % PARCEL 625A ~ [~ ] IMMOKALEE ROAD (C.R. 846) POC NW COlA SEC 27, / I _ ,, , ,, ....... ~ / b;89 1656 E TWP. 48 s, RGE. 26 E. .--.~"I"-~ ~51';-'~ 195.07' g.00 P.O.B. PARCEL 825A ~ 15.01' N 89"16'56"W 194.71 7.34' N 89°16'56"W /.¢--- 193.91' PARCEL 825A '"'"'---- S 0'~47'49"W -- "'"'~_._. C 1 16.34' 7.66' Curve Delta Angle Radius Arc Tangent Chord Chord Bearing 1 2046'44" 158.00 7.66 3.83 7.66 S 2°11'11" W PARCEL 625A COMMENCING AT 'rllg NORTIIWEST COliNEl( OF SECTION 27, TOWNSIIIP ,18 SOUTII, RANGE 26 EAST, COI..LIEI~. COUNTY, FLORIDA; TIIENCE SOUTI[ 89 I)EGREES 16 MINUTES 56 SECONDS EAST ALONG TIlE NORTIf LINE OF SAlt) SECTION 27, A I)ISTANCE OF 1320:44 FEET; TI IENCE SOUTI [ 01 DEGREES 31 MINUTES 14 SECONDS EAST, A DISTANCE OF 150. l I FEINT TO TI[E POINT OF BEGINNING; TIIENCE SOUTII 89 DEGREES 16 MINUTES 56 SECONDS EAST, A DISTAl'ICE OF 195,07 FEET; TIIENCE SOUTH 0 DEGREES 47 MINUTES 49 SECONDS WEST, A DISTANCE OF 9.00 FEET; TIIENCE NORTII 89 DEGPsEES 16 lvlINUTES 56 SECONDS WL;ST, A DISTANCE OF 194.7[ FEET; TIIENCE NOItTII I DEGREE 31 MINUTES 14 SECONDS WEST, A DISTANCE OF 9.0I FEET TO 'rile POINT OF BEGINNING; SAIl) DESCI{IBED TRACT CONTAINING 0.040 ACI>.E 0,?54 SQDARE FJ%ET), MOI~.I~ OF. LESS. PARCEL 825A COMMENCING AT TItE NOR:I'}tWEST COIUqER OF SECTION 27, TOWNSflIP 48 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA; TIIENCE SOUTH 89 DEGREES 16 MINUTES 56 SECONDS EAST ALONG THE NORTII LINE OF SAID SECTION 27, A DISTANCE OF 1320.44 FEET; THENCE SOUTH 01 DEGREES 3 t MINUTES t4 SECONDS EAST, A DISTANCE OF 159.12 EEET TO THE POINT OF BEGINNING; THENCE SOUTIt 89 DEGREES 16 MINUTES 56 SECONDS EAST, A DISTANCE OF 194.71 FEET; THENCE SOUTtl 0 DEGREES 47 MINUTES 49 SECONDS WEST, A DISTANCE OF 7.34 FEET TO TIlE POINT OF CURVATUF, E OF A TANGENT CURVE, CONCAVE TO THE WEST, IIAVING A RADIUS OF 158.00 FEET AND A CENTRAL ANGLE OF 2 DEGPoEES 46 MINUTES 44 SECONDS; TIIENCE SOUTH ALONG SAID CURVE, A DISTANCE OF 7.66 FEET; TttENCE NORTII 89 DEGREES 16 MINUTES 56 SECONDS WEST, A DISTANCE OF 193.91 FEET; TltENCE NORTtt I DEGREE 31 MINUTES 14 SECONDS WEST, A DISTANCE OF 15.01 FEET TO THE POINT OF BEGINNING; SAID DESCRIBED TRACT CONTAINING 0.067 ACF, E (2,916 SQUARE FEET), MORE OR LESS. GENERAL NOTES 1) P.O,C. = POINT OF COMMENCEMENT 2) P.O.B. = POINT OF BEGINNING , 3) SEC. = SECI1ON 4).'IWP. = TOWNSI lip 5)'RGE. = RANGE 8) RAN = RIGHT OF WAY 7) ALL DISTANCES ARE IN FEET AND DECIMALS THEREOF 8) NOT VAklD UNLESS SIGNED AND SEALED WITI 1-1 HE EMBOSSED SEAL OF A PROFESSIONAL LAND SURVEYOR NOT TO SCALE PP, EI~AI{ED BY: //'"GEORGE R. P, ICHMOND P.I_.S. 2-106 ; ' ~' COLLIER COUNTY PUBLIC WORKS . 3301 E. TAMIAMI TIAAIt_ NAPLES, Ft. ORIDA 34112 DAlE AUGUST 23, 2000 FILE HO. IMR625A SHEET 1 OF 1 1684 Sidewalk, slope, drainage easement S 0°47'49"W 16.34' IMMOKALEE ROAD (C.R.846) s 1°3'1'21"E PARCEL 625. 150.11' ~ N 8W16'56"W 11_12_.~,401_% P.O.B. z 1 25 f5 N 89°10'56"W 1126.56' -- PARCEL P.O.B Curve Delta Angle Radius Arc Tange~]t Chord Chord Bearing 1 37°14'04" 158.00 102.68 53:23 100.88 S 19°24'51" W 2 2"46'44" '158.00 7.66 3.83 7.66 S 2°11 '11" W 8~25 PARCEL 625 PARCEL 625COMMENCING AT THE NORTII QUAILTER CORNELL OF SECt,ION 27, TOWNSHIP ,18 SOUTIt, RANGE 26 EAST, COLLIER COUNTY, FLORIDA; TI1ENCE SOUTH 1 DEGREE 31 MINUTES 21 SECONDS EAST, A DISTANCE OF 150.11 FEET TO TIlE SOUTH RIGHT OF WAY LINE OF IMMOKALEE ROAD AND TO THE POINT OF BEGINNING; THENCE NORTII 89 DEGREES 16 MINUTE8 56 SECOND8 WEST ALONG SAID SOUTtI RIGItT OF WAY L1NE, A DISTANCE OF 1125.40 FEET; TItENCE SOUTH 0 DEGREE8,17 MINUTES 49 SECONDS WEST, A DISTANCE OF 9.00 FEET; THENCE SOUTH 89 DEGREES 16 MINUTES 56 SECONDS EAST, A DISTANCE OF 1125.76 FEE'r; TiIENCE NORTH I DEGREE 31 MINUTES 21 SECONDS WEST, A DISTANCE OF 9.01 FEET TO TIlE POINT OF BEGINNING; SAID DESCKIBED TRACI' CONTAINING 0.233 ACRE (10,130 SQUARE FEEl'), MOILE OR LESS. PARCEL 825 COMMENCING AT THE NORTIt QUARTER CORNER OF SECTION 27, TOWNSIIlP 48 SOUTH, .~R4t_ NGE 26 EAST, COLLIER COUNTY,FLORIDA; THENCE SOUT}[ 1 DEGREE 31 MINUTES 21 SECONDS EAST, A DISTANCE OF 159.12 PEET TO THE POINT OF BEGINNING; TItENCE NORTH 89 DEGREES 16 MINUTES 56 SECONDS WEST, A DISTANCE OF 1125.76 FEET; TItENCE SOUTH 00 DEGREES 47 MINUTES 49 SECONDS WEST A DISTANCE OF 7.34 FEET TO THE POINT OF CURVATURE OF A TANGENTIAL CURVE, CONCAVE TO THE WEST, HAVING A RADIUS OF 158.00 FEET, A CENTRAL ANGLE OF 2 DEGREES 46 MINUTES 44 SECONDS, AND A CHORD OF 7.66 FEET BEARING SOUTH 2 DEGREES 11 MINUTES 11 SECONDS WEST; THENCE SOUTH ALONG SAID CURVE, A DISTANCE OF 7.66 FEET; THENCE SOUTH 89 DEGREES 16 MINUTES 56 SECONDS EAST, A DISTANCE OF 1126.56 FEET; THENCE NORTH 1 DEGREE 31 MINUTES 21 SECONDS WEST, A D1STANCE OF 15.01 FEET TO THE POINT OF BEGINNING; SAID DESCRIBED TRACT CONTAINING 0.388 ACRE (16,891 SQUARE FEET), MORE OR LESS. GENERAL NOTES 1) P.O.C. = POINT OF COMMENCEMENI' 2) P.O.B. = POINT OF BEGINNING 3) SEC, = SECTION 4) ] WP. = TOWNS}lIP 5) RGE. = RANGE O).RN = RIGHT OF VYAY 7) ALL D.ISTANGES ARE IN FEET AND DECIMALS THEREOF 8) NOT VALID UNLESS SIGNED AND SEALED WITH THE EMBOS~DSEAL OF A PROFESSIONAL LAND SURVEYOR INOT TO SCALE ""PREP~_~_.~ED BY: ~ /// ,~.. COLLIER COUNTY PUBLIC WORKS 3301 E. TAMIAMI TRAIL NAPLES, FLORIDA 341 i2 DATE AUGUST 8, 2000 FILE NO. SHEET 1 OF 1 Sidewalk, slope, drainage easement A LEGAl, DESCRIPTION BEING PART OF TRACT 10, PEBBLEBROOKE LAKES, LYING IN SECTION 27 TOWNSItlP 48 SOUTH, RANGE 26 EAST, COLLIER COUNTY FLORIDA. P OJECT&q i/31,,' PARCELR A PART OF TRACT 10, PEBBLEBROOKE LAKES AS RECORDED IN PLAT BOOK 30, PAGES 4-12, PUBLIC RECORDS COLLIER COUNTY FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOl.i.OWS: COMMENCING AT THE NORTHEAST CORNER Ol" TRACT I 0, PEBBLEBROOKE LAKES AS RECORDED IN PLAT BOOK 30, PAGES 4-12, PUBLIC RECORDS COLLIER COUNTY FLORIDA; TItENCE N.89° 10'56"W., ALONG THE COMMON LINE OF SAID TRACT 10 AND TRACT R-I OF SAID PEBBLEBROOKE LAKES FOR 113.75 FEET TO 'FILE POINT OF BEGINNING OF T[ IE FOLLOWING DESCRIBED SIDEWAI.K EASEMENT; TItENCE CONTINUE N.89° ! 0'56"W. ALONG SAID ldNE, FOR 446.10 FEET; THENCE S.23°03'27"W., 2.15 FEET; THENCE S.89°i0'06"E., FOR 44.98 FEET TO A POINT OF CURVE TO TltE RIGHT HAVING A RADIUS OF 498.00 FEET, A CENTRAL ANGLE OF 06°16'41% AND A CHORD BEAR1NG OF S.86°01'46"E., FOR 54.54 FEET; THENCE EASTERLY ALONG THE ARC A DISTANCE OF 54.57 FEET TO A POINT OF REVERSE CURVE TO TIlE LEFT IIAVING A RADIUS OF'502.00 FEET AND A CENTRAL ANGLE OF 06017'34" AND A CItORD BEARING OF S.86°02'12"E. FOR 55. I 1 FEET; TItENCE EASTERLY ALONG TIlE ARC, A DISTANCE OF 55.13 FEET; TItENCE S.89°10'59"E., FOR 20.64 FEET TO A POINT OF CURVE TO THE LF. FT }lAVING A RADIOS OF 502.00 FEET, A CENTRAL ANGLE OF 06°16'51", AND A CHORD BEARING OF N.87°40'36"E., FOR 55.00 FEET; THENCE EASTERLY ALONG TItE ARC A DISTANCE OF 55.03 FEET TO A POINT OF REVERSE CURVE TO THE RIGHT 1 lAVING A RADIUS OF 498.00 FEET AND A CENTRAL ANGLE OF 05033'33" AND A CItORD BEARING OF N.87°18'57"E. FOR 48.30 FEET; THENCE EASTERLY ALONG TIlE ARC, A DISTANCE OF 48.32 FEET TO A POINT OF COMPOUND CURVE TO THE RIG!IT IlAVING A RADIUS OF 198.00 FEET AND A CENTRAL ANGLE OF 12053'03" AND !lAVING A CllORD BERAING OF S.83°27'46"E. FOR 44.43 FEET; TttENCE EASTERLY ALONG TIlE ARC, A DISTANCE OF 44.52 FEET TO A POINT OF REVERSE CURVE TO TIlE LEFT HAVING A RADIUS OF 202.00 FEET AND A CENTRAL ANGLE OF 12009'45" AND A CI lORD BEARING OF S.83°06'07"E. FOR 42.80 FEET; THENCE EASTERLY ALONG THE ARC, A DISTANCE OF 42.88 FEET; THENCE S.89°10'59"E., FOR 43.62 FEET TO A POINT OF CURVE TO TIlE I,EFT HAVING A RADIUS OF 52.00 FEET, A CENTRAL ANGLE OF 28°1 l'00", AND A CHORD BEARING OF N.76°43'3 I"E., FOR 25.32 FEET; THENCE EASTERLY ALONG THE ARC A DISTANCE OF 25.58 FEET TO A POINT OF REVERSE CURVE TO T}IE RIGHT !lAVING A RADIUS OF 48.00 FEET AND A I OF3 1684 CENTRAL ANGLE OF 17°27'07" AND A CHORD BEARING OF N.71°21'35"E. FOR 14.56 FEET; THENCE EASTERLY ALONG THE ARC, A DISTANCE OF 14.62 FEET TO THE POINT OF BEGINNING. CONTAINING 2,628 SQUARE FEET OR 0.06 ACRES, MORE OR LESS. SUBJECT TO EASEMENTS AND RESTRICTIONS OF lIECORD. BEARINGS ARE BASED ON TIlE NORTtl LINE OF SAID TRACT 10, PEBBI.EBROOKE LAKES, AS BEING N.89°10'56" E. RWA SURVEYING, INC. LAND SURVEYORS AND MAPPERS 3050 NORTH HORSESItOE DR1VE SUITE 270 NAPLES, FLORIDA 34104 (941 ) 649-1509 FLORIDA CERTIFICATE OF AUTHORIZATION//6952 RICI~ARD X/. NESTLER, PROFESSIONAL LAND NOT VALID. UNLESS ,EMBOSSED WITIf TIlE PROFESSIONAI,'S S I:Ai.. REF. 99-0226-2S4' 2 OF 3 COUNTY ROAD 951 : ~ i 60' W DE ADDITIONAL R/W I~[,.Jk. ~ ::]:'~ PEBBLEBROOKE ~KES ~ O~o~ ~ ..... :. P~T BOOK 30, PACES 4-'~ ~ ~ ~: ..- : ~J: ~ ." : GRAPHIC SCALE ~ mo ~oooooo~ RWA SURVEYING, InC. FLORIDA CERTIFICATE OF AUTHORIZATION LB~ 6952 RICHARD v. ItlESTLER. LAND S i/it4786 DATE: ~-' R/W RIGHT Of WAY NOT VALID WITHOUT THE SIGNA1URE AND THE ORIGINAL RAISED SEAL OF A FLORIDA ,.LICENSED SURVEYOR AND MAPPER * SEE SHEET 1 OF 5 FOR LEGAL DESCRIPTION * o*m CLIENT: ,~: REGENCY REALTY CORPORATION k 1" = 80' LS~R~'~.~ ~ ~m ~: TITLE: SKETCH AND DESCRIPTION OF SIDEWALK EASEMENT "A", BEING ' RVN PART OF OF TRACT 10, PEBBLEBROOKE LAKES, PLAT BOOK 30. 3050 North Horseshoe Ddve, Suite 270 3~[cK£o m': PACES 4-1 2, OF COLLIER COUNTY, FLORIDA. Naples. F1odda 34104 RVN { J FILE (941)649-t50grAX:(941)64~'70~ $[C: T.,.: ,o,:PRO~ECT99-0226SHEET .3 ,3 i NUMeER:226-254 E-Mall: www.consuit-n, nroom 27 48 26 NUMBER: NUMBER: OF 16B4 Sidewalk, slope, drainage easement (mZ7 LEGAL DESCRIPTION BEING PART OF TRACT 10, PEBBLEBROOKE LAKES, LYING 1N SECTION 27 TOWNSHIP 48 SOUTH, RANGE 26 EAST, COLLIER COUNTY FLORIDA. PROaECT _/z ct I0 I PARCEL <,, FOLIO LA,3. A PART OF TRACT 10, PEBBLEBROOKE LAKES AS RECORDED IN PLAT BOOK 30, PAGES 4-12, PUBLIC RECORDS COLLIER COUNTY FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT TIlE NORTttEAST CORNER OF TRACT 10, PEBBLEItROOKE LAKES AS RECORDED IN PLAT BOOK 30, PAGES 4-12, PUBLIC RECORI)S COLLIER COUNTY FLORIDA; TItENCE S.01°28'41 "E ALONG TIlE COMMON LINE OF SAID TRACT 10 AND TRACT R-1 OF SAIl) PEBBLEBROOKE LAKES FOR 50.00 FEET TO THE POINT OF BEGINNING OF TIlE FOLLOWING DESCRIBED SIDEWALK EASEMENT; THENCE S.01°27'39"E., FOR 13.86 FEET TO THE POINT OF CURVE OF A NON TANGENT CURVE TO THE LEFT, OF WIIICH THE RADIUS POINT LIES S.74°29'3 I"W., A RADIUS DISTANCE OF 48.00 FEET AND ttAVING A CHORD BEARING OF N.30°50'44"W., FOR 25.43 FEET; THENCE NORTHWESTERLY ALONG TI IE ARC, THROUGtl A CENTRAL ANGLE OF 30°42'58% A DISTANCE OF 25.73 FEET; TItENCE S.57°49'50"E., FOR 14.98 FEET TO THE POINT OF liEGINNING. CONTAINING 57 SQUARE FEET, MORE OR LESS. SUBJECT TO EASEMENTS AND R. ESTRICTIONS OF RECOR. D. BEARINGS ARE BASED ON THE EAST LINE OF SAID TRACT 10, PEBBLEBROOKE LAKES, AS BEING S.01°28'41" E. RWA SURVEYING, INC. LAND SURVEYORS AND MAPPERS 3050 NORTH HORSESHOE DRIVE SUITE 270 NAPLES, FLORIDA 34104 (941) 649-1509 FLORIDA CERTIFICATE OF AUTI IORIZATION//6952 RICItARD V. ~ESTLER, PROFESSIONAL LAND SURX/EYOR LS//4786 NOT VALID UNLESS EMBOSSED WITH THE 1 R )I. ESSIONAl. S SEAL. REF. 99-0226-255 1 OF2 1684 IMMOKALEE ROAD (C R. 84-6) POINT OF . COMMENCEMENT i()(.!' i:;;;..."'?'/') E¢oST CORNER 50' WIDE ADDITIONAL R/W TRACT R- 1 PEBBLEBROOKE LAKES PLAT BOOK .30, PAGES 4-12 TRACT 10 PEBBLEBROOKE LAKES PLAT BOOK 30, PAGES 4-12 LINE TABLE LINE LENGTH BEARING L1 13.86 __S01'28'41"E L2 14.98 S57'49'50"E CURVE TABLE C1 25.75 '48.00 ['30'~2;58" N$O'50'44"W 25.43 POINT OF m~ zo o o 0 30 60 GRAPHIC SCALE 1"= 60' RWA SURVEYING, INC. FLORIDA CERTIFICATE OF AUTHORIZATION LBJi 6952 RICHARD V. NESTLER, PROFESSIONAL LAND SURVEYOR #4786 NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA L!¢ENSED SURVEYOR AND MAPPER f~/Z ¢(2 LEGEND o R/W RIGHT OF WAY * SEE SHEET 1 OF 2 FOR LEGAL DESCRIPTION * O~T[: CLIENT: 8-23-00 =,,,, REGENCY REALTY CORPORATION 1"= 60' ~,,~m ~,: TITLE: SKETCH AND DESCRIPTION OF SIDEWALK EASEMENT "B", BEING RVN PART OF OF TRACT 10, PEBBLEBROOKE LAKES, PLAT BOOK .30, c~cKto ev: PAGES 4-12, OF COLLIER COUNTY, FLORIDA, RVN ,Ec: ,~..~,:,RO~EC, 99--0226 Ishin' 2 2 Ir't~ 226-2S5 27 46 26 NUMSER: NUMSER: OF NUMBER: 3050 North Homeshoe Drive, Suite 270 Naples, Florida 34 (94l)649-1509 FAX: (34t) 649-7058 E-Mall: www.consull-rwa.com Sidewalk, slope, drainage easement LEGAL DESCRIPTION BEING PART OF TRACT 10, PEBBLEBP. OOKE LAKES, LYING IN SECTION 27 TOWNSIIIP 48 SOUTII, RANGE 26 EAST, COLLIER COUNTY FloORIDA. PRO4ECT _ I,O. I A PART OF TRACT 10, PEBBLEBROOKE LAKES AS RECORDED IN PLAT BOOK 30, PAGES 4-12, PUBLIC RECORDS COLLIER COUNTY FLORII)A, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT TIlE NORTHEAST CORNER OF TRACT 10, PEBBLEBROOKE LAKES AS RECORDED 1N PLAT BOOK 30, PAGES 4-12, PIJBLIC RECORDS COLLIER COUNTY FLORIDA; THENCE S.01°28'41"E., ALONG Tile COMMON LINE OF SAID TRACT 10 AND TRACT R-I OF SAID PEBBLEBROOKE I.AKES FOR 87.32 FEET TO THE POINT OF BEGINNING OF TIlE FOLLOWING DESCRIBED SIDEWALK EASEMENT; THENCE S.10°01'07"W., FOR 34.92 FEE]' TO A POINT OF CURVE TO 'File LEFT HAVING A RADIUS OF 52.00 FEET, A CENTRAL ANGI.E OF 11°29'50", AND A CHORD BEARING OF S.04°16'!2"W., 10.42 FEET; THENCE SOUTHERLY ALONG TI IE ARC A DISTANCE OF 10.43 FEET; THENCE S.01°28'42"E., FOR 52.65 FEET TO A I'OINT OE CIJRVE TO TI IE LEFT HAVING A RADIUS OF 52.00 FEET, A CENTRAL ANGI.E OF 13°52'39", AND A CHORD BEARING OF S.08°25'02"E., 12.56 FEET; THENCE SOUTHERLY ALONG THE ARC A DISTANCE OF 12.59 FEET; THENCE S. i 5°2 I'21"E., FOR 12.85 FEET TO A POINT OF CURVE TO TI IE RIGI IT HAVING A RADIUS OF 48.00 FEET, A CENTRAL ANGLE OF 13°52'39", AND A CHORD BEARING OF S.08°25'02"E., ! 1.60 FEET; TItENCE SOUTHERLY ALONG TIlE ARC A DISTANCE OF 11.63 FEET; THENCE S.01°28'42"E., FOR 117.41 FEET TO A POINT OF CURVE TO TIlE RIG} tT 1tAVING A RADIUS OF 48.00 FEET, A CENTRAL ANGLE OF 06°50'37% AND A C!IORD BEARING OF S.01°56'37"W., 5.73 FEET; THENCE SOUTHERLY ALONG TIlE ARC A DISTANCE OF 5.73 FEET; THENCE S.05°21'55"W., FOR 41.39 FEET TO A POINT OF CURVE TO TItE LEFT HAVING A RADIUS OF 102.00 FEET, A CENTRAL ANGLE OF 06°50'37", AND A CHORD BEARING OF S.01°56'37"W., 12.18 FEET; TItENCE SOUTHERLY ALONG THE ARC A DISTANCE OF 12.18 FEET; THENCE S.01°28'42"E., FOR 80.65 FEET TO A POINT OF CURVE TO TIlE LEFT [lAVING A RADIUS OF 52.00 FEET, A CENTRAL ANGLE OF 26°30'5 !", AND A CHORI) BEARING OF S.14°44'08"E., 23.85 FEET; TItENCE SOUTItERLY ALONG TIlE ARC A DISTANCE OF 24.06 FEET; THENCE S.27°59'32"E., FOR 5.68 FEET TO SAID COMMON LINE; THENCE N.01 °28'4 I"W. ALONG SAID COMMON LINE, FOR 419.02 FEET TO THE POINT OF BEGINNING. Iof3 16 4 CONTAINING 2,140 SQUARE FEET OR 0.05 ACRES, MORE OR LESS. SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD. BEARINGS ARE BASED ON THE EAST LINE OF SAIl) TRACT 10, PEBBLEBROOKE LAKES, AS BEING S.01°28'41" E. RWA SURVEYING, INC. LAND SURVEYORS AND MAPPERS 3050 NORTit HORSESHOE DRIVE SUITE 270 NAPLES, FLORIDA 34104 (941) 649-1509 FLORIDA CERTIFICATE OF AUTI tORIZATION #6952 RI--~ItARD V. NESTLER,' PROFESSIONAL LAND SUf~VEYOR LS# 4786 NO]' VALID [/NLESS EMBOSSED WITH THE PROFESSIONAL'S SEAL. REF. 99-0226-2S6 2OF3 POINT OF IMM©KALEE R©AD (C.R 846~ COMMENCEMENT · NORTHEAST CORNER .,..--... : .... ,....~ TRACT 10 ! ~ :.);.) F::./ ¥.;'..~ / 50' WIDE ADDITIONAL R/W TRACT R- 1 / :~: PEBBLEBROOKE LAKES / ~i "" PLAT BOOK 30, PAGES 4-12 / '.. ~ 0 30 60 .... ~:. . ~ GRAPHIC SCALE '~: ~ z 1"= 60' POINT OF ~ BEGINNING~ ~ PEBBLEBROOKE ~KES ~ ~ ~ P~T BOOK 30, PAGES 4-12 ~ o ~ : ~O 0 01~ CURVE TABLE ~ ~ ~ CURVE ~ LENGTH RADIUSiDELTA CB CD - ~o ~ C1 10.43 52.00 11'29'50" S04'16'12"W 10.42 ~ ~ .... ~ ~ C2 12.59 52.00 13'52'39" S08'25'02"E 12.56 m ~ m~ ............ ~ ~ ~ C5 11.63 48.00 , 13'52'59" S08'25'02"E 11.60 o ~ C4 5.73 48.O0 ~ O6'50'57" SO1'56'37"W 5.75 ~ m b ~:: .... '~ ~ 12. a 02.00 06'50' 7" sol' 6' 7"w 06 24.06 j 52.00 26'~0'51" S~4'44'08"E 2~.~5 ~ ~ LINE TABLE z LINE LENGTH I BEARING L1 34.92 ~ S10'01'07"W L2 52.65 ~ S01'28'42"E L5 ~!2.85 ~ S15'21'2i"E: L4 41.59 ~ SO5'21'55"W, L5 5.68 i S27'59'32"E o m i o RWA SURVEYING, INC. FLORIDA CERTIFICATE OF AUTHORIZATION LBff 6952 t " ' '" "' ' ' " ~ LEGEND RICHARD V. NESTLER, PROFESSIONAL ~ND SURVEYOR ~4786 DA~E: , ~ ~ R/W RIGHT OF WAY NOT VALID WITHOU~ THE SIGNATURE AND ~HE ORIGINAL RAISED S~L OF A FLORIDA ~.ICENSED SURVEYOR AND MAPPER * SEE SHEET 1 OF 3 FOR LEGAL DESCRIPTION * c, 8-23-00 REGENCY REALTY CORPORATION 1" = 60' RVN PART OF OF TRACT IO, PEBBLEBROOKE ~KES, P~T BOOK 30, 3050 No~ Horseshoe D~e, 8uile ~70 ~o ~: PAGES 4-12, OF COLLIER COUNt, FLORIDA. N~es, ~a ~104 RVN (94,].9-15~ F~: (941) ~9-7056 I SHEET JF, LE e-..,: ~.~,.,-~.~ ~: ~ ~, ..~ect 9 9 - 0 2 2 6 3 3 2 2 6- 2 S 6 .......... . 27 48 26 NUMBEr: NUMBER: CURVE TABLE CURVE LENGTH RADIUS DELTA CB CD Cl 19.43 52.00 11'29'50" S04'16'12"W 10.42 C2. , , 12.59 52.00 , 15'52'39" S08'25'02"E 12.56 C.3 11.6,3 48.00 15'52'39" S08'25'02"E 11.60 C4 5.7,3 48.00 06'50'57" S01'56'37"W 5.75 C5 12.18 102.00 06'50'37" S01'56',3T'W 12.18 C6 24.06 52.00 26'30'51" S 14'44'08"E 2,3.85 LINE TABLE LINE LENGTH BEARING L1 34.92 S10'01'07"W L2 52.65 S01'28'42"E. L5 __! 2.85 S 15'21 '21 "E L4 41.59 SO5'21 '55"W L5 5.68 S27'59'32"E 1684 7Z7 LEGAL DESCRIPTION BEING PART OF TRACT ! 0, PEBBLEBROOKE LAKES, LYING IN SECTION 27 TOWNSHIP 48 SOUTH, RANGE 26 EAST, COLLIER COUNTY FLORIDA. (15' TEMPORARY CONSTRUCTION EASEMENT) PARCEL__ ,, , A PART OF TRACT 10, PEBBLEBROOKE LAKES AS RECORDED IN PLAT BOOK 30, PAGES 4-12, PUBLIC RECORDS COI.LIER COUNTY FLORI!)A, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF TRACT 10, PEBBLEBROOKE LAKES AS RECORDED IN PLAT BOOK 30, PAGES 4-12, PUBLIC RECORDS COLLIER COUNTY FLORIDA; THENCE N.89°I0'56"W. ALONG THE COMMON LINE OF SAID TRACT 10 AND TRACT R-1 OF SAID PEBBLEBROOKE LAKES, FOR 80.00 FEET TO THE POINT OF BEGINNING OF THE FOLLOWING DESCRIBED 15' TEMPORARY CONSTRUCTION EASEMENT; THENCE CONTINUE N.89°I0'56"W. ALONG SAID COMMON LINE, FOR 492.65 FEET; THENCE S.00°49'04"W., FOR 15.00 FEET; THENCE S.89°10'56"E., FOR 488.44 FEET; THENCE S.57°49'50"E., FOR 83.78 FEET; TIIENCE S.01°28'41"E., FOR 463.30 I:EET; THENCE N.88°3 l'19"E., FOR 15.00 FEET TO SAID COMMON LINE; THENCE N.01°28'41"W. ALONG SAID COMMON LINE, FOR 471.33 FEET; T}IENCE N.57°49'50"W.ALONG SAID COMMON LINE, FOR 96.02 FEET TO TI IE POINT OF BEGINNING. CONTAINING 15,716 SQUARE FEET OR 0.36 ACRES, MORE OR LESS. SUBJECT TO EASEMENTS AND RESrFRICTIONS OI? RECORD. BEARINGS ARE BASED ON TIlE NORTII LINE OF SAID TRACT 10, PEBBLEBROOKE LAKES, AS BEING N.89°i0'56" E. RWA SURVEYING, INC. LAND SURVEYORS AND MAPPERS 3050 NORTII HORSES! IOE DRIVE SUITE 27O NAPLES, FLORIDA 34104 (941) 649-1509 . FLORIDA CERTIFICATE OFA_U.J. HORIZATION #6%2 NOT VALID UNLESS EMBOSSED WITH TI IE PROFESSIONAL'S SEAL. REF. 99-0226-2S7.. I OF2 ~ 7 POINT OF POINT OF CO¼MBNCF, gENT BEGIN'""" / NORTHEAST CORNER IMMOKALEE ROAD (C.R. 846) ~,~,~ TRACT 10 !" ';: L')O' ~';: .. v¢: IRAOf R-I COMMON LINE BETWEEN 50' WiDE ADDITIONAL R/W PEBBLEBROOKE ~KES ; T~CT 10 & R-I P~T BOOK 50. PAGES 4-12 / ~::~ ..........N 89'10'56" W 492,65' ~[ i5' TgMPO~Y CONSRbCTION ~EMENT L5 S 89'10'5fi" E 488.44' ~ : m ~0 0 50 60 PEBBLEBROOKE ~KES i ~ ~ P~T BOOK 30, OAGEfi 4-1~ GRAPHIC SCALE 1"= 80' LIN[ LENGTH "B~RING L1 ] 15.00 S00'49'Q4"w L~ : ....... L3 15.00 S88'31'19"w L4 96.02 N57'4~'~O"~ L~: L5 80.00 S89' 1~'~6"~ RWA SURVEYING, INC. : FLORIDA CERTIFICATE OF AUTHORIZATION LB~ 6952 __A ~ 0 P R/W RIGHT OF WAY RIC~RD V NESTLER PROFESSIONAL ~ND SURV~OR ~4786 NOT V~ID WITHOUI~ ?HE SIGNATURE ~D THE ORIGINAL RAISE~ S~L OF A FLORIDA LICENSED SU~EYOR AND MAPPER · · SEE SHEET 1 OF 2 FOR LEGAL DESCRIPTION * ~: CLIENT: ~: REGENCY REALTY CORPORATION 1" = 100' ' RVN BEING PART OF OF TRACT 10, PEBBLEBROOKE ~KES, P~T BOOK 30~ No~ Homes~ D~e, Sure270 ~c~to ~: ~0, PAGES 4-1 2, OF COLLIER COUNTY. FLORIDA. N~ea, ~a ~1~ RVN SHEET 2 J FILE 2 2 6- 2 S 7i (~,~so.F~:(~;)~.-~o~ .~: ~: ~,, P.o~[c~ 99-0226 .V.~[~: 2 OF E-Mall: ~.mna~-~a.~m 27 4B 26 NUMBER: NUMBER: LINE TABLE LINE LENGTH BEARING L1 1500 SO0'49'0. 4"w L2' 8.,3,78 ~57'4,9'.50"E L3 15.00 588'31 '19"w L4 96.02 N57'49_'5. O"~w L5 80.00 S89' 1 _0'5_6"E 168 4 PROJECT: Immokalee Road Sidewalk PARCEL: 627 & 727 / Regency Realty Group FOLIO: 66262003685 DONATION AGREEMENT THIS DONATION AGREEMENT (hereinafter referred to as the "Agreement") is made and entered into by and between REGENCY REALTY GROUP, INC., a Florida corporation, (hereinafter referred to as "Owner"), whose mailing address is 121 W. Forsyth Street, Suite 200, Jacksonville, Florida 32202, and COLLIER COUNTY, a political subdivision of the State of Florida, (hereinafter referred to as "County"), whose mailing address is 3301 Tamiami Trail East, Naples, Florida 34112. WlTNESSETH: WHEREAS, County has requested that Owner convey to the County a perpetual, non- exclusive easement for the purpose of construction, installation and maintenance of a sidewalk, fill slope and drainage facility over, under, upon and across the lands described in Exhibit "A" (hereinafter referred to as the "Easement"), which is attached hereto and made a part of this Agreement; WHEREAS, County has requested that Owner convey to the County a Temporary Construction Easement for the purpose of storing material and equipment pertinent to the construction of public improvements, over, under, upon and across the lands described in Exhibit "B" (hereinafter referred to as "TCE"), which is attached hereto and made a part of this agreement; WHEREAS, Owner desires to convey the Easement and TCE (hereinafter collectively referred to as "Property") to County for the stated purposes, on the terms and conditions set forth herein; and WHEREAS, Owner recognizes the benefit to Owner and desires to convey the Property to the County for the stated purposes, on the terms and conditions set forth herein, said terms including that no compensation shall be due and payable for the Property requested by County. NOW, THEREFORE, in consideration of these premises, the sum of Ten Dollars ($10.00), and other good and valuable consideration, the receipt and sufficiency of which is hereby mutually acknowledged, it is agreed by and between the parties as follows: 1. Owner shall convey the Property via a Sidewalk, Slope and Drainage Easement and a Temporary Construction Easement to County at no cost to the County, unless otherwise stated herein. 2. Prior to Closing, Owner shall obtain from the holders of any liens, exceptions and/or qualifications encumbering the Property, the execution of such instruments which will remove, release or subordinate such encumbrances from the Property upon their recording in the public records of Collier County, Florida. Owner shall provide such instruments, properly executed, to County on or before the date of Closing. 3. This Agreement shall be null and void, and of no further force or effect, unless Closing shall occur within sixty (60) days from the date County executes this Agreement; provided; however, that County shall have the unilateral right to extend the term of this Agreement pending receipt of such instruments, propedy executed, which either remove, release or subordinate any and all such liens, encumbrances or qualifications affecting County's enjoyment of the Property. 16B 4 4. Owner is aware and understands that this Agreement is subject to the acceptance and approval by the Board of County Commissioners of Collier County, Florida. 5. Owner represents that the Property and all uses of the Property have been and presently are in compliance with all Federal, State and Local environmental laws; that no hazardous substances have been generated, stored, treated or transferred on the Property except as specifically disclosed to the County; that the Owner has no knowledge of any spill or environmental law violation on any property contiguous to or in the vicinity of the Property to be conveyed to the County, that the Owner has not received notice and otherwise has no knowledge of a) any spill on the Property, b) any existing or threatened environmental lien against the Property or c) any lawsuit, proceeding or investigation regarding the generation, storage, treatment, spill or transfer of hazardous substances on the Property. This provision shall survive Closing and is not deemed satisfied by conveyance of title. 6. Owner shall indemnify, defend, save and hold harmless the County against and from, and to reimburse the County with respect to, any and all damages, claims, liabilities, laws, costs and expenses (including without limitation reasonable paralegal and attorney fees and expenses whether in court, out of court, in bankruptcy or administrative proceedings or on appeal), penalties or fines incurred by or asserted against the County by reason or arising out of the breach of Owner's representation under Section 5. This provision shall survive Closing and is not deemed satisfied by conveyance of title. 7. The County shall pay for all costs of recording the conveyance instrument, and recording costs for any curative instruments, in the Public Records of Collier County, Florida. County shall be responsible for paying any costs and/or fees associated with the securing and recording a Subordination, Consent & Joinder of Easement of the mortgage(s) recorded against the Property from the mortgagee(s). All other costs associated with this transaction including but not limited to transfer, documentary and intangible taxes shall be borne and paid by Owner. The cost of a title commitment shall be paid by County. 8. This Agreement and the terms and provisions hereof shall be effective as of the date this Agreement is executed by both parties and shall inure to the benefit of and be binding upon the parties hereto and their respective heirs, executors, personal representatives, successors, successor trustees, and/or assignees, whenever the context so requires or admits. 9. Conveyance of the Property by Owner is contingent upon no other provisions, conditions, or premises other than those so stated above; and the written Agreement, including all exhibits attached hereto, shall constitute the entire Agreement and understanding of the parties, and there are no other prior or contemporaneous written or oral agreements, undertakings, promises, warranties, or covenants not contained herein. 10. If the Owner holds the Property in the form of a partnership, limited partnership, corporation, trust or any form of representative capacity whatsoever for others, Owner shall make a written public disclosure, according to Chapter 286, Florida Statutes, under oath, of the name and address of every person having a beneficial interest in the Property before the Property held in such capacity is conveyed to County, its successors and assigns. (If the corporation is registered with the Federal Securities Exchange Commission or registered pursuant to Chapter 517, Florida Statutes, whose stock is for sale to the general public, it is hereby exempt from the provisions of Chapter 286, Florida Statutes.) 11. This Agreement is governed and construed in accordance with the laws of the State of Florida 2 16B 4 IN WITNESS WHEREOF, the Grantor has caused these presents to be executed the date and year first above written. DATE ACQUISITION APPROVED BY BCC: AS TO COUNTY: -: : ATTES:T?~.'"% ~ :' {.DWt~iR'~'E-.-:~BROCK, Clerk Attest;'~ a~ fo Cha $1gaature AS TO OWNER: BOARD OF COUNTY COMMISSIONERS co..,..cou BY: JAMES D~CARTER, Ph.D., Chairman WITNESSES: First Witness (S~gnature) Name: (Print or Type) ~'e(J~d W~i. tness (S~gnatu, re) ._L Name: (Print or type) REGENCY REALTY GROUP, INC., a Florida corporation Name: ~ m.,~ ~ /~'-~- ?~/'g,'~,d~ (Print or type) '--) Address:121 W, Fors_vth Street. Suite 200 Jacksonville. Florida 32202 Approved as to form and legal sufficiency: Assistant County Attorney 3 EXHIBIT'_ Page / of LEGAL DESCRIPTION BEING PART OF TRACT 10, PEBBLEBROOKE LAKES, LYING IN SECTION 27 TOWNSHIP 48 SOUTH, RANGE 26 EAST, COLLIER COUNTY FLORIDA. (SIDEWALK EASEMENT "A") A PART OF TRACT 10, PEBBLEBROOKE LAKES AS RECORDED IN PLAT BOOK 30, PAGES 4-12, PUBLIC RECORDS COLLIER COUNTY FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF TRACT 10, PEBBLEBROOKE LAKES AS RECORDED IN PLAT BOOK 30, PAGES 4-12, PUBLIC RECORDS COLLIER COUNTY FLORIDA; THENCE N.89°I0'56"W., ALONG THE COMMON LINE OF SAiD TRACT 10 AND TRACT R-I OF SAID PEBBLEBROOKE LAKES FOR 113.75 FEET TO TIlE POINT OF BEGINNING OF THE FOLLOWING DESCRIBED SIDEWALK EASEMENT; THENCE CONTINUE N.89°I0'56"W. ALONG SAID LINE, FOR 446.10 FEET; THENCE S.23°03'27"W., 2.15 FEET; THENCE S.89°10'06"E., FOR 44.98 FEET TO A POINT OF CURVE TO THE RIGHT HAVING A RADIUS OF 498.00 FEET, A CENTRAL ANGLE OF 06° 16'41 ", AND A CHORD BEARING OF S.86°01'46"E., FOR 54.54 FEET; THENCE EASTERLY ALONG THE ARC A DISTANCE OF 54.57 FEET TO A POINT OF REVERSE CURVE TO THE LEFT HAVING A RADIUS OF'502.00 FEET AND A CENTRAL ANGLE OF 06017'34" AND A CHORD BEARING OF S.86°02'12"E. FOR 55.11 FEET; THENCE EASTERLY ALONG THE ARC, A DISTANCE OF 55.13 FEET; THENCE S.89° 10'59"E., FOR 20.64 FEET TO A POINT OF CURVE TO THE LEFT HAVING A RADIUS OF 502.00 FEET, A CENTRAL ANGLE OF 06°16'51", AND A CHORD BEARING OF N.87°40'36"E., FOR 55.00 FEET; THENCE EASTERLY ALONG THE ARC A DISTANCE OF 55.03 FEET TO A POINT OF REVERSE CURVE TO THE RIGHT HAVING A RADIUS OF 498.00 FEET AND A CENTRAL ANGLE OF 05°33'33" AND A CHORD BEARING OF N.87°18'57"E. FOR 48.30 FEET; THENCE EASTERLY ALONG THE ARC, A DISTANCE OF 48.32 FEET TO A POINT OF COMPOUND CURVE TO THE RIGHT HAVING A RADIUS OF 198.00 FEET AND A CENTRAL ANGLE OF 12°53'03" AND HAVING A CHORD BERAING OF S.83°27'46"E. FOR 44.43 FEET; THENCE EASTERLY ALONG THE ARC, A DISTANCE OF 44.52 FEET TO A POINT OF REVERSE CURVE TO THE LEFT HAVING A RADIUS OF 202.00 FEET AND A CENTRAL ANGLE OF 12°09'45" AND A CHORD BEARING OF S.83°06'07"E. FOR 42.80 FEET; THENCE EASTERLY ALONG THE ARC, A DISTANCE OF 42.88 FEET; THENCE S.89°10'59"E., FOR 43.62 FEET TO A POINT OF CURVE TO THE LEFT HAVING A RADIUS OF 52.00 FEET, A CENTRAL ANGLE OF 28°11'00", AND A CHORD BEARING OF N.76°43'3 I"E., FOR 25.32 FEET; THENCE EASTERLY ALONG THE ARC A DISTANCE OF 25.58 FEET TO A POINT OF REVERSE CURVE TO THE RIGHT HAVING A RADIUS OF 48.00 FEET AND A 1 OF3 168 EXHIBIT,,, Peee 3 o~,,,, (oZ7' A CENTRAL ANGLE OF 17°27'07" A_ND A CHORD BEARING OF N.71°21'35"E. FOR 14.56 FEET; THENCE EASTERLY ALONG THE ARC, A DISTANCE OF 14.62 FEET TO THE POINT OF BEGINNING. CONTAINING 2,628 SQUARE FEET OR 0.06 ACRES, MORE OR LESS. SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD. BEARINGS ARE BASED ON THE NORTH LINE OF SAID TRACT 10, PEBBLEBROOKE LAKES, AS BEING N.89°10'56" E. RWA SURVEYING, INC. LAND SURVEYORS AND MAPPERS 3050 NORTH HORSESHOE DRIVE SUITE 270 NAPLES, FLORIDA 34104 (941) 649-1509 FLORIDA CERTIFICATE OF AUTHORIZATION//6952 BY: HA~' [~. ;ES~E~R DATE: R/~/~/~ RIO , PROFESSIONAL LAND SgR]ffE~i'Ol~ LS# 4786 NOT VALID UNLESS EMBOSSED WITH THE PROFESSIONAL'S SEAL, REF. 99-0226-2S4 2OF3 EXHIBIT A Page :; of ~ ~OUNW ROAD i ' i :l 60' WIDE ADDITIONAL R/W BOf ~ ~ i ~:~ PLAT BOOK ~0. PAGES 4-~ · zo GRAPHIC SCALE RWA SU~E~NG, INC. FLORIDA CERTIFICATE OF AUTHORIZATION LB~ 6952 RI~R~ V. ~ESTLER ~ND SU~YOR ~4786 .... DATE: ~ R/W RIGHT OF WAY NOT VALID WITHOUT THE SIGNAI'URE AND THE ORIGINAL ~ISED S~L OF A FLORIDA LICENSED SU~EYOR ~D MAPPER · SEE SHEET 1 OF 3 FOR LEGAL DESCRIPTION * ~ CLIENT: EGENCY EALTY CO PO ATION ~ ~ W W ~ .~ ~ m' TITLE:SKETCH AND DESCRIPTION OF SIDEWALK ~EMENT "A", BEING " RVN PART OF OF T~CT I0, PEBBLEBROOKE ~ES, P~T B~K 30, 3050 N~ Hom~h~ D~, ~e 270 ~ ~= PAGES 4-12, OF COLLIER COUNt, FLORIDA. E-Mail: ~n~uN~ 27 48 26 NUMBER: NUMBER: OF NUMBER: EXHIBIT,, Paoe of LEGAL DESCRIPTION BEING PART OF TRACT 10, PEBBLEBROOKE LAKES, LYING IN SECTION 27 TOWNSHIP 48 SOUTH, RANGE 26 EAST, COLLIER COUNTY FLORIDA. (SIDEWALK EASEMENT "B") A PART OF TRACT 10, PEBBLEBROOKE LAKES AS RECORDED IN PLAT BOOK 30, PAGES 4-12, PUBLIC RECORDS COLLIER COUNTY FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF TRACT 10, PEBBLEBROOKE LAKES AS RECORDED IN PLAT BOOK 30, PAGES 4-12, PUBLIC RECORDS COLLIER COUNTY FLORIDA; THENCE S.01°28'41 "E ALONG THE COMMON LINE OF SAID TRACT 10 AND TRACT R-1 OF SAID PEBBLEBROOKE LAKES FOR 50.00 FEET TO THE POINT OF BEGINNING OF THE FOLLOWING DESCRIBED SIDEWALK EASEMENT; THENCE S.01°27'39"E., FOR 13.86 FEET TO THE POINT OF CURVE OF A NON TANGENT CURVE TO THE LEFT, OF WHICH THE RADIUS POINT LIES S.74°29'31 "W., A RADIUS DISTANCE OF 48.00 FEET AND HAVING A CHORD BEARING OF N.30°50'44"W., FOR 25.43 FEET; THENCE NORTHWESTERLY ALONG THE ARC, THROUGH A CENTRAIN ANGLE OF 30°42'58", A DISTANCE OF 25.73 FEET; THENCE S.57°49'50"E., FOR 14.98 FEET TO THE POINT OF BEGINNING. CONTAINING 57 SQUARE FEET, MORE OR LESS. SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD. BEARINGS ARE BASED ON THE EAST LINE OF SAID TRACT 10, PEBBLEBROOKE LAKES, AS BEING S.01°28'41" E. RWA SURVEYING, INC. LAND SURVEYORS AND MAPPERS 3050 NORTH HORSESHOE DRIVE SUITE 270 NAPLES, FLORIDA 34104 (941) 649-1509 FLORIDA CERTIFICATE OF AUTHORIZATION//6952 RICHARD V. NESTLER, PROFESSIONAL LAND SURy'EYO'R LS# 4786 NOT VALID UNLESS EMBOSSED WITH THE PROFESSIONAL'S SEAL. REF. 99-0226-2S5 1 OF2 (o27 5 EX. E rr: _ 16 B 4 0 ,30 60 tMMOKALEE ROAD (C R. 846) POINT OF GRAP1H,[C SCALE · COMMENCEMENT = 60' 50' WIDE ADDITIONAL R/W TRACT R- 1 PEBS,EBROOKE LAKES \ PLAY BOOK 30, PAGES 4-12 TRACT 10 v PEBBLEBROOKE LAKES -- ~ ~" ~ ~ '%~; PLAT BOOK 30, PAGES 4-12 Li'NE "TABL£ ........ LINE LENGTH i i3EARING L2 14.98 S57'49'50"E ~,~_Oo CURVE TABLE CURVE LENGTH 'RADIUS DELTA CB CD 'c~ 2s.~ ~.00 ~0'42's~" ~o'so'a."w 2S;~" J RWA SURVEYING, INC. FLORIDA CERTIFICATE OF AUTHORIZATION Lg~ 6952 .- ~ , , DATE: R/W RIGHT OF WAY RICED V: NESTLE~,' PROFESSIONAL ~ND SURV~OR ~4786 NOT VALID WITHOUT THE SIGNATURE ~D THE ORIGINAL RAISED S~L OF A FLORIDA LICENSED SURV~OR ~D MAPPER * SEE SHEET 1 OF 2 FOR LEGAL .DESCRIPTION * ~ ~c8-25-00 s~~~ ~, REGENCY REALTY CORPORATION ~ ~ ~ TILL[: SKETCH AND ~[SCEI~ION OF SID[W~K ~SEMENT 'B". BEING ' RVN PART OF OF T~CT 10. PEBBLEBROOKE ~KES, P~T BOOK 30, 3~ N~ H~ D~e, ~e 270 m~zo ~, PAGES 4-12, OF COLLIER COUNt, FLORIDA. .. ,, ~ 4~ 26 NUMBER: ,,, , ., NU~ER: ,., OF . LYNE "TABLE ........ ,.LINE LEN,G. TH' , i3'EARING L1 1.3.86 SO1'2B'4 ! "E L2 14.98 557'49'50"E EXHIBIT BEING PART OF TRACT 10, PEBBLEBROOKE LAKES, LYING IN SECTION 27 TOWNSHIP 48 SOUTH, RANGE 26 EAST, COLLIER. COUNTY FLORIDA. (SIDEWALK EASEMENT "C") A PART OF TRACT 10, PEBBLEBROOKE LAKES AS RECORDED IN PLAT BOOK 30, PAGES 4-12, PUBLIC RECORDS COLLIER COUNTY FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF TRACT 10, PEBBLEBROOKE LAKES AS RECORDED IN PLAT BOOK 30, PAGES 4-12, PUBLIC RECORDS COLLIER COUNTY FLORIDA; THENCE S.01 °28'41 "E., ALONG THE COMMON LINE OF SA1D TRACT 10 AND TRACT R-1 OF SAID PEBBLEBROOKE LAKES FOR 87.32 FEET TO THE POINT OF BEGINNING OF THE FOLLOWING DESCRIBED SIDEWALK EASEMENT; THENCE S.10°01'07"W., FOR 34.92 FEET TO A POINT OF CURVE TO THE LEFT HAVING A RADIUS OF 52.00 FEET, A CENTRAL ANGLE OF 11°29'50", AND A CHORD BEARING OF S.04° 16' 12"W., 10.42 FEET; THENCE SOUTHERLY ALONG THE ARC A DISTANCE OF 10.43 FEET; THENCE S.01°28'42"E., FOR 52.65 FEET TO A POINT OF CURVE TO THE LEFT HAVING A RAD1US OF 52.00 FEET, A CENTRAL ANGLE OF 13°52'39% AND A CHORD BEARING OF S.08°25'02"E., 12.56 FEET; THENCE SOUTHERLY ALONG THE ARC A DISTANCE OF 12.59 FEET; THENCE S. 15°21'2 I"E., FOR 12.85 FEET TO A POINT OF CURVE TO THE RIGHT HAVING A RADIUS OF 48.00 FEET, A CENTRAL ANGLE OF 13°52'39", AND A CHORD BEARING OF S.08°25'02"E., 11.60 FEET; THENCE SOUTHERLY ALONG THE ARC A DISTANCE OF 11.63 FEET; THENCE S.01 °28'42"E., FOR 117.41 FEET TO A POINT OF CURVE TO THE RIGtIT HAVING A RADIUS OF 48.00 FEET, A CENTRAL ANGLE OF 06°50'37", AND A CHORD BEARING OF S.01°56'37"W., 5.73 FEET; THENCE SOUTHERLY ALONG THE ARC A DISTANCE OF 5.73 FEET; THENCE S.05°21'55"W., FOR 41.39 FEET TO A POINT OF CURVE TO THE LEFT HAVING A RADIUS OF 102.00 FEET, A CENTRAL ANGLE OF 06°50'37", AND A CHORD BEARING OF S.01°56'37"W., 12.18 FEET; THENCE SOUTHERLY ALONG THE ARC A DISTANCE OF 12.18 FEET; THENCE S.01°28'42"E., FOR 80.65 FEET TO A POINT OF CURVE TO THE LEFT HAVING A RADIUS OF 52.00 FEET, A CENTRAL ANGLE OF 26o30'51", AND A CHORD BEARING OF S. 14°44'08"E., 23.85 FEET; THENCE SOUTHERLY ALONG THE ARC A DISTANCE OF 24.06 FEET; THENCE S.27°59'32"E., FOR 5.68 FEET TO SAID COMMON LINE; THENCE N.01'°28'41 "W. ALONG SAID COMMON LINE, FOR 419.02 FEET TO THE POINT OF BEGINNING. 1of3 EXHIBIT ,. Page "7 of ~ 16B CONTAINING 2,140 SQUARE FEET OR 0.05 ACRES, MORE OR LESS. SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD. BEARINGS ARE BASED ON THE EAST LINE OF SAID TRACT 10, PEBBLEBROOKE LAKES, AS BEING S.01°28'41" E. RWA SURVEYING, INC. LAND SURVEYORS AND MAPPERS 3050 NORTH HORSESHOE DRIVE SUITE 270 NAPLES, FLORIDA 34104 (941) 649-1509 FLORIDA CERTIFICATE OF AUTHORIZATION #6952 BY: DATE: o RICHARD V. NESTLER, PROFESSIONAL LAND SURV~EYOR LS# 4786 NOT VALID UNLESS EMBOSSED WITH THE PROFESSIONAL'S SEAL. REF. 99-0226-2S6 2OF3 EXHIBIT PO,NTm, · NORTH~ST CORNER 50~ WIDE ADDITIONAL R/W TRACT R- 1 / PEBBLEBROOKE ~KES · / P~T BOOK 30, PAGES 4-12 / j '..m (W 0 30 ~0 .....'"". ~ ~ GRAPHIC SCALE "~: ~ ,, ~ z ~j 1 = 60' POINT O~ ~,~ BEgINNINgS} ~ , b , z~ ~.,. PEBBLEBROOKE ~KES ~ 0 P~T BOOK ~0, PAGES 4-12 ~ o ~ :o i mm mCURVE TABLE =~ m ..... ~,~ CURVE LENbTH ) RADIUS O'SETA bBi~D ~ ~ ~ J ...... - ~ Cl 10,43 ''52.O0 11'~9'50" 'S04'1'6'12"W 10.42 ~ ~ ~ ~o C2 12,59 52.00 13'52'39" ' S08'25;02"E 12.56 r ~: O m O C3 11.63 : 48.00 13'52'~9" SO8'25'O2"E 1i,6~ ~ ~ ~ mm c4 5.73 48.00 00'~o'a7" sol'~'a7"w ~.73 ; ~ ~ b ~ C5 ' 12."i8 102.00 06'50'37';;', S01'56'37"W 12.'18 C6 : 24.06 '52.00 ,26'~0'51", ,S1,¢'4~'O8"E . .23,:85 ~ ~ ..... LINE TABLE ~ z LINE LENGTH BEARING o j L1 34.92 S10'01 'O7"W L2 52.65 ~ S01'28'42"E ~ ' ~ , L3 ' 12.85 j S15'21'21"E L4 ,, 41.~ ,,, ~O5 21 ~5 ~ ,, L5 5.68 j S27'5932 Ej o ' RWA SURVEYING, INC. FLORIDA CERTIFICATE OF AUTHORIZATION LB~ 69.52 RIOHARD V. NES?LE~7 P~OFESSIO~XL ~ND SURV'~dR '~4~8B " DATE: ~ . © O R/* R)GHT OF WAY NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED S~L OF A FLORIDA LICENSED SURVEYOR AND ~PPER · SEE SHEET 1 OF 3 FOR LEGAL DESCRIPTION * ~ INc.~CLIENT: ~, REGENCY REALTY CORPORATION - . .... . ~ ~ TITLE: SKETCH AND DESCRIPTION OF SlDEW&K ~SEMENT "C", ' RVN .. PART OF OF T~CT 10, PEBBLEBROOKE ~KES, P~T BOOK 30, ~50 Nodh ~meshoe Or~e, Sure 270 ~Eo ~: PA~ES 4-12, OF COLLIER COUNt, FLORIDA. Na~es, ~ ~1~ RVN ~...,:~...~,-.~.m ~ ~ .,,~C~ 99--0226 S.~T 5 5 r'~ 226-- 2 6 'I CURVE TABLE CURVE LENGTH RADIUS D'~:'LTA ....lB' CD Cl 10,4.3 ''52,00 11°.29'50"'s04'fB'12"w ....ld'.42 c2 12.59 52.00 13'52'39" s08'25'02"E 12.56 c3 11.6,3 48.00 1,.3°52',39"S08'25'02"E 1 i,60 C4 5.73 48.00 06'50'37,'.',,S01'56'37"W5.73 C5 ,12."i8!02.00 06'50'37'iS01'56'3,.7"W , ,1Z,18,, C6 24.06. .52'00 .26'.50'.51" .Sl.4'4.4.'0.8"E 23.85 ' 'LINE TABLE LINE LENGTH BEARING L1 34.92 S10'01 'O7"W L2 52.65 S01'28'42"E L3 ' 12.85 $15'21'21"E L4 ',," 4 i .3g. .... S05'21 '55"W ,, L5 5,68 S27'59'52"E EXHIBIT'_ ' Page._. /of '7Z7 LEGAL DESCRIPTION BEING PART OF TRACT 10, PEBBLEBROOKE LAKES, LYING IN SECTION 27 TOWNSHIP 48 SOUTH, RANGE 26 EAST, COLLIER COUNTY FLORIDA. (15' TEMPORARY CONSTRUCTION EASEMENT) A PART OF TRACT 10, PEBBLEBROOKE LAKES AS RECORDED IN PLAT BOOK 30, PAGES 4-12, PUBLIC RECORDS COLLIER COUNTY FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF TRACT 10, PEBBLEBROOKE LAKES AS RECORDED IN PLAT BOOK 30, PAGES 4-12, PUBLIC RECORDS COLLIER COUNTY FLORIDA; THENCE N.89°10'56"W. ALONG THE COMMON LINE OF SAID TRACT 10 AND TRACT R-I OF SAID PEBBLEBROOKE LAKES, FOR 80.00 FEET TO THE PO1NT OF BEGINNING OF THE FOLLOWING DESCRIBED 15' TEMPORARY CONSTRUCTION EASEMENT; THENCE CONTINUE N.89°10'56"W. ALONG SAID COMMON LINE, FOR 492.65 FEET; THENCE S.00°49'04"W., FOR 15.00 FEET; THENCE S.89°10'56"E., FOR 488.44 FEET; THENCE S.57°49'50"E., FOR 83.78 FEET; THENCE S.01 o28'41 "E., FOR 463.30 FEET; THENCE N.88°3 I'19"E., FOR 15.00 FEET TO SAID COMMON LINE; THENCE N.01°28'41 "W. ALONG SAID COMMON LINE, FOR 471.33 FEET; THENCE N.57°49t50"W.ALONG SAID COMMON LINE, FOR 96.02 FEET TO THE POINT OF BEGINNING. CONTAINING 15,716 SQUARE FEET OR 0.36 ACRES, MORE OR LESS. SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD. BEARINGS ARE BASED ON THE NORTH LINE OF SAID TRACT 10, PEBBLEBROOKE LAKES, AS BEING N.89°10'56" E. RWA SURVEYING, INC. LAND SURVEYORS AND MAPPERS 3050 NORTH HORSESHOE DRIVE SUITE 270 NAPLES, FLORIDA 34104 (941) 649-1509 FLORIDA CERT1FIC .A, TE OF' AUTHORIZATION//6952 RICHARD V. NESTLER, PROFESSIONAL LAND SURVEYOR LS# 4786 NOT VALID UNLESS EMBOSSED WITH THE PROFESSIONAL'S SEAL. REF. 99-0226-2S7 I OF2 '7Z7 EXHIBIT Page.._~ of?.~.._ 4 POINT OF POINT OF CO~MENC~:MENT NORTHEAST CORNER IMMOKAL£E ROAD (C.R, 846) BEGINNING TRACT 10 COMMON LINE BETWEEN ~0' WIDE ~D~TIO~ R/W P[88LEBROOKE , N ~9'10'56" W 492.65' 0 30 60 GRAPHIC SCALE TRACT 10 PEBBLEBROOKE LAKES PLAT BOOK 30, PAGES 4-12 Z ZO o Z LINE TABLE L1 !5,00 S00'4~'04"W L2 8..1.78 L3 15.00 ~L4 96.02 N57'49'5.0."W L5 80.00 $B9'! g'56,"E RWA SURVEYING, INC. FLORIDA CERTIFICATE OF AUTHORIZATION LB~ 6952 RICHAR%!NESTLER, PROJ~ES~IONAL LAND SURVEYOR ~4788 NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER . LEGEND R/W RIGHT OF' WAY * SEE SHEET 1 OF 2 FOR LEGAL DESCRIPTION * ~: CLIENT: B-23-00 - REGENCY REALTY CORPORATION 1" ,,, 10o' 0mmm m~ TITLE: SKETCH AND DESCRIPTION OF TEMPORARY CONSTRUC¥1ON EASEMENT RVN BEING PART OF OF TRACT 10, PEBBLEBROOKE LAKES, PLAT BOOK mJcK[o ~ 30, PAGES 4-12, OF COLLIER COUNTY. FLORIDA. RyN ............... J r, LE ' ..., ~, .o~,,'.o.,Ecr 99_022'6"'1-~.m" 2 2 i..,..E., 226-2S7 ~7 48 2~ .Uu,.E..~ , ,. I~.O~,.e,,E~,:~,, or ,,,