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HomeMy Public PortalAboutContracts - RasberryDoc 11 i City of Crestview City Clerk Coversheet i T S Contracts Year 1996 5/3/2019 AMENDED AGREEMENT FOR AND IN CONSIDERATION of mutual benefits to be derived, R&R INVESTMENTS, LTD., by and through its general partner, TIMOTHY E. RAY, hereinafter known as "R&R", whose address is 5210 South Ferdon Boulevard, Crestview, Florida 32536, and TIMOTHY E. RAY, individually, hereinafter known as "Ray", and the CITY OF CRESTVIEW, FLORIDA, whose address is P.O. Box 1209, Crestview, Florida 32536, hereinafter known as "City", enter into this Amended Agreement for the granting of ownership to a certain parcel of property in exchange for certain obligations and benefits to be received. I. R&R and Ray agree to convey to City by warranty deed certain lands which are to be utilized for road right-of-way for the purpose of re -construction and erosion control of a section of Rasberry Road. The description of said property is dated March 26, 1996, and noted as Rasberry Road, hereto and marked "Exhibit A". Said property may also be utilized by the City for locating any utilities including, but not limited to, water lines, sewer lines, electric service, cable television service, gas lines and others. The parcel may be utilized for other services to benefit the City and its residents. Additionally, one (1) five foot utility easement, one (1) seven foot utility easement, and one (1) fifteen foot drainage easement as noted on "Exhibit A" shall be conveyed to City. II. R&R and Ray shall be responsible for changing and relocating that portion of Rasberry Road as it currently exists to that parcel which is proposed and noted in Baskerville-Donovan project number 49901.06 and Natural Resources Conservation Service project number DSR OK-73. R&R and Ray shall provide the minimum right-of-way width as required by said project specifications, and shall post an acceptable maintenance bond and maintenance agreement in accordance with prevailing City maintenance standards covering an eighteen (18) month maintenance period. IV. Upon successful completion of all obligations agreed to by R&R and Ray, City shall initiate an ordinance to abandon that certain affected section of the existing Rasberry Road which is now being utilized as right-of-way, but which will no longer be needed. V. Said construction shall begin on a date mutually agreeable to R&R, Ray, the City and the City Engineers, but no later than July 5, 1996. Time is of the essence, so R&R and Ray shall successfully complete their work no later than August 30, 1996. VI. R&R and Ray shall be obligated to construct the roadbed and drainage requirements of the relocated road to a condition suitable for placement of the clay base material and paving and according to construction standards established by the City's engineers. Said plans and specifications are those established by the City Engineer in amended written paving plans dated January, 1996, and noted as project number 49901.06 and Natural Resources Conservation Service project number DSR OK-73. The City shall be sole judge of whether or not those standards have been met. VII. R&R and Ray agree that the relocation of Rasberry Road, the construction of the new roadbed, and the maintenance of property belonging to R&R and Ray which is adjacent to the newly relocated road, shall be handled in such a way that all standards of the Department of Environmental Protection shall be met and should any dispute arise in the future with any environmental department of the County of Okaloosa, State of Florida, or the United States, which has caused either partially or in whole by practices within the control of R&R or Ray, those parties agree to correct those conditions and to indemnify and hold City harmless. VIII. R&R and Ray acknowledge that the relocation does not include any implied or express development approvals for the properties represented by the exchange and all future development and/or construction on said property, surrounding the relocated road, must apply for development approval with the City and comply with all applicable zoning development and building requirements of the City. IX. In addition to the grant of the relocated roadbed, R&R and Ray shall convey to the City an easement for purposes of locating a 12" water line and/or other utilities along the adjacent property owned by R&R and Ray. Said easement has been executed prior to this amended Agreement. X. R&R and Ray shall also secure appropriate approvals from all agencies which might impact the development of the new roadbed specifically resolving any issues as to whether or not the new roadbed shall pass through any lands designated as wetlands. XI. This Amended Agreement only modifies and expands the obligations of the parties and in no way voids or supplants the original Agreement signed by the parties on or about September 28, 1995, as amended on or about May 7, 1996. Tlhi Agreement entered into this 1996. ATTEST: CITY OF CRESTVIEW day of k2sp 2.„-- 6g:A EDWARD M. NEAL GEORGE H. WHITEHURST City Clerk Mayor Signed, Sealed and Delivered in the presence of: Printed Name Signed, Sealed and Delivered in the presence of: ,7;;;;•,-5",..e5:7,5?)/ Printed Name c:\....\creet\agreemente\raeberryrd.amd3 R&R INVESTMENTS, LTD. B TIMOT E. RAY General Partner 3 TIMOT Y E. RAY Individually RASBERRY ROAD "EXHIBIT A" DESCRIPTION AS PREPARED BY BASKERVILLE-DONOVML INC. COMMENCE AT THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF SECTION 30, TOWNSHIP-3-NORTH, RANGE-23-WEST, OKALOOSA COUNTY, FLORIDA; THENCE PROCEED SOUTH 03 DEGREES 09 MINUTES 40 SECONDS WEST ALONG THE EAST LINE OF SAID SECTION 30 A DISTANCE OF 1324.53 FEET TO THE NORTHERLY RIGHT-OF-WAY OF RASBERRY ROAD (RIGHT-OF-WAY VARIES) AND TO THE POINT OF BEGINNING; SAID POINT BEING ON A CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 1336.84 FEET, A CENTRAL ANGLE OF 00 DEGREES 25 MINUTES 52 SECONDS, A TANGENT DISTANCE OF 5.03 FEET AND A CHORD BEARING AND DISTANCE OF SOUTH 89 DEGREES 00 MINUTE 13 SECONDS EAST, 10.06 FEET; THENCE PROCEED EASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 10.06 FEET TO .A POINT ON SAID CURVE AND A SOUTHERLY JOG IN SAID RIGHT-OF- WAY; THENCE PROCEED SOUTH 00 DEGREES 46 MINUTES 51 SECONDS WEST ALONG SAID NORTHERLY RIGHT-OF-WAY A DISTANCE OF 41.00 FEET TO A EASTERLY JOG IN SAID RIGHT-OF-WAY, SAID POINT BEING ON A CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 1377.84 FEET, A CENTRAL ANGLE OF 04 DEGREES 06 MINUTES 37 SECONDS, A TANGENT DISTANCE OF 49.44 FEET, AND A CHORD BEARING AND DISTANCE OF NORTH 88 DEGREES 43 MINUTES 32 SECONDS EAST, 98.82 FEET; THENCE PROCEED EASTERLY ALONG THE . ARC OF SAID CURVE A DISTANCE OF 98.84 FEET TO THE POINT OF TANGENCY; THENCE PROCEED NORTH 86 DEGREES 40 MINUTES 14 SECONDS EAST ALONG SAID NORTHERLY RIGHT-OF-WAY A DISTANCE OF 172.10 FEET TO A SOUTHERLY JOG IN SAID RIGHT-OF-WAY; THENCE PROCEED SOUTH 03 DEGREES 19 MINUTES 46 SECONDS EAST ALONG SAID NORTHERLY RIGHT-OF-WAY A DISTANCE OF 7.00 FEET TO A EASTERLY JOG IN SAID RIGHT-OF-WAY; THENCE PROCEED NORTH 86 DEGREES 40 MINUTES 14 SECONDS EAST ALONG SAID NORTHERLY RIGHT-OF-WAY A DISTANCE OF 1285.00 FEET TO A NORTHERLY JOG IN SAID RIGHT-OF-WAY; THENCE PROCEED NORTH 03 DEGREES 19 MINUTES 46 SECONDS WEST ALONG SAID NORTHERLY RIGHT-OF-WAY A DISTANCE OF 93.00 FEET TO A EASTERLY JOG IN SAID RIGHT-OF- WAY; THENCE PROCEED NORTH 86 DEGREES 40 MINUTES 14 SECONDS EAST ALONG SAID NORTHERLY RIGHT-OF-WAY A DISTANCE OF 115.00 FEET TO A SOUTHERLY JOG IN SAID RIGHT-OF-WAY; THENCE PROCEED SOUTH 03 DEGREES 19 MINUTES 46 SECONDS EAST ALONG SAID NORTHERLY RIGHT-OF-WAY A DISTANCE OF 93.00 FEET TO A EASTERLY JOG IN SAID RIGHT-OF-WAY; THENCE PROCEED NORTH 86 DEGREES 40 MINUTES 14 SECONDS EAST ALONG SAID NORTHERLY RIGHT-OF-WAY A DISTANCE OF 58.28 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 267.00 FEET, A CENTRAL ANGLE OF 45 DEGREES 09 MINUTES 21 SECONDS, A TANGENT DISTANCE OF 111.02 FEET, AND A CHORD BEARING AND DISTANCE OF NORTH 64 DEGREES 05 MINUTES 34 SECONDS EAST, 205.02 FEET; THENCE PROCEED NORTHEASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 210.43 FEET TO THE POINT OF TANGENCY; THENCE PROCEED NORTH 41 DEGREES 3.0 MINUTES 53 SECONDS EAST ALONG SAID NORTHERLY RIGHT-OF-WAY A DISTANCE OF 305.29 FEET TO A NORTHWESTERLY JOG IN SAID RIGHT-OF-WAY; THENCE PROCEED NORTH 48 DEGREES 29 MINUTES 07 SECONDS WEST ALONG SAID NORTHERLY RIGHT-OF-WAY A DISTANCE OF 95.00 FEET TO A NORTHERLY JOG IN SAID RIGHT-OF-WAY; THENCE PROCEED NORTH 52 DEGREES 44 MINUTES 37 SECONDS EAST ALONG SAID NORTHERLY RIGHT-OF-WAY A DISTANCE OF 138.65 FEET TO A SOUTHERLY JOG IN SAID RIGHT-OF-WAY; THENCE PROCEED SOUTH 48 DEGREES 29 MINUTES 07 SECONDS EAST ALONG SAID NORTHERLY RIGHT-OF-WAY A DISTANCE OF 68.00 FEET TO A NORTHEASTERLY JOG IN SAID RIGHT-OF-WAY; THENCE PROCEED NORTH 41 DEGREES 30 MINUTES 53 SECONDS EAST ALONG SAID NORTHERLY CURVATURETOFF-WAY A A CURVE DISTANCE OF 103.97 FEET TO THE POINT OF CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 333.00 FEET, A CENTRAL ANGLE OF 47 DEGREES 54 MINUTES 37 SECONDS, A TANGENT DISTANCE OF 147.95 FEET AND A CHORD BEARING AND DISTANCE OF NORTH 65 DEGREES 28 MINUTES 11 SECONDS EAST, 270.41 FEET; THENCE PROCEED EASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF.278.45 FEET TO A POINT ON SAID CURVE AND A NORTHERLY JOG IN SAID RIGHT-OF-WAY; THENCE PROCEED NORTH 16 DEGREES 42 MINUTES 45 SECONDS EAST ALONG SAID NORTHERLY RIGHT-OF-WAY A DISTANCE OF 15.82 FEET TO A EASTERLY JOG IN SAID RIGHT-OF-WAY; THENCE PROCEED SOUTH 72 DEGREES 50 MINUTES 43 SECONDS EAST ALONG SAID NORTHERLY RIGHT-OF-WAY A DISTANCE OF 229.90 FEET TO THE WAYTERLY VARIES)GHTHENCEAY OF PROCEED STATE ROAD NUMBER 85 (RIGHT 0 SOUTH 17 DEGREES 09 MINUTES 17 SECONDS WEST ALONG SAID WESTERLY RIGHT-OF-WAY A DISTANCE OF 66.00 FEET TO THE SOUTHERLY RIGHT-OF-WAY OF THE AFORESAID RASBERRY ROAD (RIGHT-OF-WAY VARIES); THENCE DEPARTING SAID WESTERLY RIGHT- OF-WAY, PROCEED NORTH 72 DEGREES 50 MINUTES 43 SECONDS WEST ALONG SAID SOUTHERLY RIGHT-OF-WAY A DISTANCE OF 128.37 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 267.00 FEET, A CENTRAL ANGLE OF 65 DEGREES 38 MINUTES 24 SECONDS, A TANGENT DISTANCE OF 172.20 FEET, AND A CHORD BEARING AND DISTANCE OF SOUTH 74 DEGREES 20 MINUTES 05 SECONDS WEST, 289.43 FEET; THENCE PROCEED SOUTHWESTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 305.88 FEET TO THE POINT OF TANGENCY; THENCE PROCEED SOUTH 41 DEGREES 30 MINUTES 53 SECONDS WEST ALONG SAID SOUTHERLY RIGHT-OF-WAY A DISTANCE OF 254.97 FEET TO A SOUTHEASTERLY JOG IN SAID RIGHT-OF-WAY; THENCE PROCEED SOUTH 48 DEGREES 29 MINUTES 07 SECONDS EAST ALONG SAID SOUTHERLY RIGHT-OF-WAY A DISTANCE OF 25.00 FEET TO A SOUTHWESTERLY JOG IN SAID RIGHT- OF-WAY; THENCE PROCEED SOUTH 41 DEGREES 30 MINUTES 53 SECONDS WEST ALONG SAID SOUTHERLY RIGHT-OF-WAY A DISTANCE OF 95.00 FEET TO A NORTHWESTERLY JOG IN SAID RIGHT-OF-WAY; THENCE PROCEED NORTH 48 DEGREES 29 MINUTES 07 SECONDS WEST ALONG SAID SOUTHERLY RIGHT-OF-WAY A DISTANCE OF 25.00 FEET TO A SOUTHWESTERLY JOG IN SAID RIGHT-OF-WAY; THENCE PROCEED SOUTH 41 DEGREES 30 MINUTES 53 SECONDS WEST ALONG SAID SOUTHERLY RIGHT-OF-WAY A DISTANCE OF 195.29 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 333.00 FEET, A CENTRAL ANGLE OF 45 DEGREES 09 MINUTES 21 SECONDS, A TANGENT DISTANCE OF 138.46 FEET, AND A CHORD BEARING AND DISTANCE OF SOUTH 64 DEGREES 05 MINUTES 33 SECONDS WEST, 255.70 FEET; THENCE PROCEED SOUTHWESTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 262.44 FEET TO THE POINT OF TANGENCY; THENCE PROCEED SOUTH 86 DEGREES 40 MINUTES 14 SECONDS WEST ALONG SAID SOUTHERLY RIGHT-OF-WAY A DISTANCE OF 1269.28 FEET TO A SOUTHERLY JOG IN SAID; THENCE PROCEED SOUTH 03 DEGREES 19 MINUTES 46 SECONDS EAST ALONG SAID SOUTHERLY RIGHT-OF-WAY A DISTANCE OF 38.00 FEET TO A WESTERLY JOG IN SAID RIGHT-OF-WAY; THENCE PROCEED NORTH 88 DEGREES 55 MINUTES 51 SECONDS WEST ALONG SAID SOUTHERLY RIGHT-OF-WAY A DISTANCE OF 65.19 FEET TO A NORTHERLY JOG IN SAID RIGHT-OF-WAY; THENCE PROCEED NORTH 03 DEGREES 19 MINUTES 46 SECONDS WEST ALONG SAID SOUTHERLY RIGHT-OF-WAY A DISTANCE OF 33.00 FEET TO A WESTERLY JOG IN SAID RIGHT-OF- WAY; THENCE PROCEED SOUTH 86 DEGREES 40 MINUTES 14 SECONDS WEST ALONG SAID SOUTHERLY RIGHT-OF-WAY A DISTANCE OF 132.00 FEET TO A SOUTHERLY JOG IN SAID RIGHT-OF-WAY; THENCE PROCEED SOUTH 03 DEGREES 19 MINUTES 46 SECONDS EAST ALONG SAID SOUTHERLY RIGHT-OF-WAY A DISTANCE OF 24.00 FEET TO A WESTERLY JOG IN SAID RIGHT-OF-WAY; THENCE PROCEED NORTH 89 DEGREES 07 MINUTES 29 SECONDS WEST ALONG SAID SOUTHERLY RIGHT-OF-WAY A DISTANCE OF 68.18 FEET TO A NORTHERLY JOG IN SAID RIGHT-OF-WAY; THENCE PROCEED NORTH 03 DEGREES 19 MINUTES 46 SECONDS WEST ALONG SAID SOUTHERLY RIGHT-OF-WAY A DISTANCE OF 12.00 FEET TO A WESTERLY JOG IN SAID RIGHT-OF- WAY; THENCE PROCEED SOUTH 86 DEGREES 40 MINUTES 14 SECONDS WEST ALONG SAID SOUTHERLY RIGHT-OF-WAY A DISTANCE OF 96.10 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 1457.84 FEET; A CENTRAL ANGLE OF 08 DEGREES 04 MINUTES 07 SECONDS, A TANGENT DISTANCE OF 102.82 FEET, AND A CHORD BEARING AND DISTANCE OF NORTH 89 DEGREES 17 MINUTES 43 SECONDS WEST, 205.13 FEET; THENCE PROCEED WESTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 205.30 FEET TO THE POINT OF TANGENCY; THENCE PROCEED NORTH 85 DEGREES 15 MINUTES 39 SECONDS WEST ALONG SAID SOUTHERLY RIGHT-OF-WAY A DISTANCE OF 125.05 FEET; THENCE PROCEED NORTH 00 DEGREES 11 MINUTES 38 SECONDS EAST A DISTANCE OF 80.25 FEET TO THE AFORESAID NORTHERLY RIGHT-OF-WAY OF RASBERRY ROAD (RIGHT-OF-WAY VARIES); THENCE PROCEED SOUTH 85 DEGREES 15 MINUTES 39 SECONDS EAST ALONG SAID SOUTHERLY RIGHT-OF-WAY A DISTANCE OF 131.41 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 1377.84 FEET, A CENTRAL ANGLE OF 02 DEGREES 24 MINUTES 55 SECONDS, A TANGENT DISTANCE OF 29.05 FEET, AND A CHORD BEARING AND DISTANCE OF SOUTH 86 DEGREES 28 MINUTES 07 SECONDS EAST, 58.08 FEET; THENCE PROCEED EASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 58.08 FEET TO A NORTHERLY JOG IN SAID RIGHT-OF-WAY; THENCE PROCEED NORTH 02 DEGREES 19 MINUTES 26 SECONDS EAST ALONG SAID NORTHERLY RIGHT-OF-WAY A DISTANCE OF 41.00 FEET TO A EASTERLY JOG IN SAID RIGHT-OF-WAY, SAID POINT BEING ON A CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 1336.84 FEET, A CENTRAL ANGLE OF 01 DEGREES 06 MINUTES 43 SECONDS, A TANGENT DISTANCE OF 12.97 FEET, AND A CHORD BEARING AND DISTANCE OF SOUTH 88 DEGREES 13 MINUTES 56 SECONDS EAST, 25.94 FEET; THENCE PROCEED EASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 25.94 FEET TO A POINT ON SAID CURVE AND THE POINT OF BEGINNING; LYING IN AND BEING PART OF SECTIONS 29 AND 30, TOWNSHIP-3-NORTH, RANGE-23-WEST, OKALOOSA COUNTY, FLORIDA AND CONTAINING 248,411 SQUARE FEET OR 5.703 ACRES, MORE OR LESS. 5.00' UTILITY EASEMENT DESCRIPTION AS PREPARED BY BASKERVILLE-DONOVAN, INC. COMMENCE AT THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF SECTION 29, TOWNSHIP-3-NORTH, RANGE-23-WEST, OKALOOSA COUNTY, FLORIDA; THENCE PROCEED SOUTH 03 DEGREES 09 MINUTES 40 SECONDS WEST ALONG THE WEST LINE OF SAID SECTION 29 A DISTANCE OF 1324.53 FEET TO THE NORTHERLY RIGHT-OF-WAY OF RASBERRY ROAD (RIGHT-OF-WAY VARIES), SAID POINT BEING ON A CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 1336.84 FEET, A CENTRAL ANGLE OF 00 DEGREES 25 MINUTES 52 SECONDS, A TANGENT DISTANCE OF 5.03 FEET AND A CHORD BEARING AND DISTANCE OF SOUTH 89 DEGREES 00 MINUTES 13 SECONDS EAST, 10.06 FEET; THENCE PROCEED EASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 10.06 FEET TO A POINT ON SAID CURVE AND A SOUTHERLY JOG IN SAID RIGHT-OF-WAY; THENCE PROCEED SOUTH 00 DEGREES 46 MINUTES 51 SECONDS WEST ALONG SAID NORTHERLY RIGHT-OF-WAY A DISTANCE OF 36.00 FEET TO THE POINT OF BEGINNING, SAID POINT BEING ON A CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 1372.84 FEET, A CENTRAL ANGLE OF 04 DEGREES 06 MINUTES 37 SECONDS, A TANGENT DISTANCE OF 49.26 FEET, AND A CHORD BEARING AND DISTANCE OF NORTH 88 DEGREES 43 MINUTES 32 SECONDS EAST, 98.46 FEET; THENCE DEPARTING SAID NORTHERLY RIGHT-OF-WAY, PROCEED EASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 98.48 FEET TO THE POINT OF TANGENCY; THENCE PROCEED NORTH 86 DEGREES 40 MINUTES 14 SECONDS EAST A DISTANCE OF 72.10 FEET; THENCE PROCEED SOUTH 03 DEGREES 19 MINUTES 46 SECONDS EAST A DISTANCE OF 5.00 FEET TO THE AFORESAID NORTHERLY RIGHT-OF-WAY OF RASBERRY ROAD (RIGHT-OF-WAY VARIES); THENCE PROCEED SOUTH 86 DEGREES 40 MINUTES 14 SECONDS WEST ALONG SAID NORTHERLY RIGHT-OF-WAY A DISTANCE OF 72.10 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 1377.84 FEET, A CENTRAL ANGLE OF 04 DEGREES 06 MINUTES 37 SECONDS, A TANGENT DISTANCE OF 49.44 FEET AND A CHORD BEARING AND DISTANCE OF SOUTH 88 DEGREES 43 MINUTES 32 SECONDS WEST, 98.82 FEET; THENCE PROCEED WESTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 98.84 FEET TO A POINT ON SAID CURVE AND A NORTHERLY JOG IN SAID RIGHT-OF-WAY; THENCE PROCEED NORTH 00 DEGREES 46 MINUTES 15 SECONDS EAST ALONG SAID NORTHERLY RIGHT-OF-WAY A DISTANCE OF 5.00 FEET TO THE POINT OF BEGINNING; LYING IN AND BEING PART OF SECTION 29, TOWNSHIP- 3-NORTH, RANGE-23-WEST, OKALOOSA COUNTY, FLORIDA AND CONTAINING 854 SQUARE FEET OR 0.020 ACRES, MORE OR LESS. 7.00' UTILITY EASEMENT DESCRIPTION AS PREPARED BY BASKERVILLE-DONOVAN, INC. COMMENCE AT THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF SECTION 29, TOWNSHIP-3-NORTH, RANGE-23-WEST, OKALOOSA COUNTY, FLORIDA; THENCE PROCEED SOUTH 03 DEGREES 09 MINUTES 40 SECONDS WEST ALONG THE EAST LINE OF SAID SECTION 29 A DISTANCE OF 1324.53 FEET TO THE NORTHERLY RIGHT-OF-WAY OF RASBERRY ROAD (RIGHT-OF-WAY VARIES), SAID POINT BEING ON A CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 1336.84 FEET, A CENTRAL ANGLE OF 00 DEGREES 25 MINUTES 52 SECONDS, A TANGENT DISTANCE OF 5.03 FEET AND A CHORD BEARING AND DISTANCE OF SOUTH 89 DEGREES 00 MINUTES 13 SECONDS EAST, 10.06 FEET; THENCE PROCEED EASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 10.06 FEET TO A POINT ON SAID CURVE AND A SOUTHERLY JOG IN SAID RIGHT-OF-WAY; THENCE PROCEED SOUTH 00 DEGREES 46 MINUTES 51 SECONDS WEST ALONG SAID NORTHERLY RIGHT-OF-WAY A DISTANCE OF 41.00 FEET TO A EASTERLY JOG IN SAID RIGHT-OF-WAY, SAID POINT BEING ON A CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 1377.84 FEET, A CENTRAL ANGLE OF 04 DEGREES 06 MINUTES 37 SECONDS, A TANGENT DISTANCE OF 49.44 FEET AND A CHORD BEARING AND DISTANCE OF NORTH 88 DEGREES 43 MINUTES 32 SECONDS EAST, 98.82 FEET; THENCE PROCEED EASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 98.84 FEET TO THE POINT OF TANGENCY; THENCE PROCEED NORTH 86 DEGREES 40 MINUTES 14 SECONDS EAST ALONG SAID NORTHERLY RIGHT-OF-WAY A DISTANCE OF 172.10 FEET TO A SOUTHERLY JOG IN SAID RIGHT-OF-WAY AND THE POINT OF BEGINNING; THENCE DEPARTING SAID NORTHERLY RIGHT-OF-WAY, CONTINUE NORTH 86 DEGREES 40 MINUTES 14 SECONDS EAST A DISTANCE OF 900.00 FEET; THENCE PROCEED SOUTH 03 DEGREES 19 MINUTES 46 SECONDS EAST A DISTANCE OF 7.00 FEET TO THE AFORESAID NORTHERLY RIGHT-OF-WAY OF RASBERRY ROAD (RIGHT-OF- WAY VARIES); THENCE PROCEED SOUTH 86 DEGREES 40 MINUTES 14 SECONDS WEST ALONG SAID NORTHERLY RIGHT-OF-WAY A DISTANCE OF 900.00 FEET TO A NORTHERLY JOG IN SAID RIGHT-OF-WAY; THENCE PROCEED NORTH 03 DEGREES 19 MINUTES 46 SECONDS WEST ALONG SAID NORTHERLY RIGHT-OF-WAY A DISTANCE OF 7.00 FEET TO THE POINT OF BEGINNING; LYING IN AND BEING PART OF SECTION 29, TOWNSHIP-3-NORTH, RANGE-23-WEST, OKALOOSA COUNTY, FLORIDA AND CONTAINING 6,300 SQUARE FEET OR 0.145 ACRES, MORE OR LESS. 15.00' DRAINAGE EASEMENT DESCRIPTION AS PREPARED BY BASKERVILLE-DONOVAN, INC. COMMENCE AT THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF SECTION 29, TOWNSHIP-3-NORTH, RANGE-23-WEST, OKALOOSA COUNTY, FLORIDA; THENCE PROCEED SOUTH 03 DEGREES 09 MINUTES 40 SECONDS WEST ALONG THE EAST LINE OF SAID SECTION 29 A DISTANCE OF 1324.53 FEET TO THE NORTHERLY RIGHT-OF-WAY OF RASBERRY ROAD (RIGHT-OF-WAY VARIES), SAID POINT BEING ON A CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 1336.84 FEET, A CENTRAL ANGLE OF 00 DEGREES 25 MINUTES 52 SECONDS, A TANGENT DISTANCE OF 5.03 FEET AND A CHORD BEARING AND DISTANCE OF SOUTH 89 DEGREES 00 MINUTES 13 SECONDS EAST, 10.06 FEET; THENCE PROCEED EASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 10.06 FEET TO A POINT ON SAID CURVE AND A SOUTHERLY JOG IN SAID RIGHT-OF-WAY; THENCE PROCEED SOUTH 00 DEGREES 46 MINUTES 51 SECONDS WEST ALONG SAID NORTHERLY RIGHT-OF-WAY A DISTANCE OF 41.00 FEET TO A EASTERLY JOG IN SAID RIGHT-OF-WAY, SAID POINT BEING ON A CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 1377.84 FEET, A CENTRAL ANGLE OF 04 DEGREES 06 MINUTES 37 SECONDS, A TANGENT DISTANCE OF 49.44 FEET AND A CHORD BEARING AND DISTANCE OF NORTH 88 DEGREES 43 MINUTES 32 SECONDS EAST, 98.82 FEET; THENCE PROCEED EASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 98.84 FEET TO THE POINT OF TANGENCY; THENCE PROCEED NORTH 86 DEGREES 40 MINUTES 14 SECONDS EAST ALONG SAID NORTHERLY RIGHT-OF-WAY A DISTANCE OF 172.10 FEET TO A SOUTHERLY JOG IN SAID RIGHT-OF-WAY; THENCE PROCEED SOUTH 03 DEGREES 19 MINUTES 46 SECONDS EAST ALONG SAID SOUTHERLY RIGHT-OF-WAY A -DISTANCE OF 7.00 FEET TO A EASTERLY JOG IN SAID RIGHT-OF-WAY; THENCE PROCEED NORTH 86 DEGREES 40 MINUTES 14 SECONDS EAST ALONG SAID NORTHERLY RIGHT-OF-WAY A DISTANCE OF 1285.00 FEET TO A NORTHERLY JOG IN SAID RIGHT- OF-WAY; THENCE PROCEED NORTH 03 DEGREES 19 MINUTES 46 SECONDS WEST ALONG SAID NORTHERLY RIGHT-OF-WAY A DISTANCE OF 82.39 FEET TO THE POINT OF BEGINNING; THENCE DEPARTING SAID NORTHERLY RIGHT-OF-WAY, PROCEED NORTH 48 DEGREES 19 MINUTES 46 SECONDS WEST A DISTANCE OF 87.50 FEET; THENCE PROCEED NORTH 41 DEGREES 40 MINUTES 14 SECONDS EAST A DISTANCE OF 15.00 FEET; THENCE PROCEED SOUTH 48 DEGREES 19 MINUTES 46 SECONDS EAST A DISTANCE OF 87.50 FEET TO THE AFORESAID NORTHERLY RIGHT-OF-WAY OF RASBERRY ROAD (RIGHT-OF-WAY VARIES); THENCE PROCEED SOUTH 86 DEGREES 40 MINUTES 14 SECONDS WEST ALONG SAID NORTHERLY RIGHT-OF-WAY A DISTANCE OF 10.61 FEET TO A SOUTHERLY JOG IN SAID RIGHT-OF-WAY; THENCE PROCEED SOUTH 03 DEGREES 19 MINUTES 46 SECONDS EAST ALONG SAID NORTHERLY RIGHT-OF-WAY A DISTANCE OF 10.61 FEET TO THE POINT OF BEGINNING; LYING IN AND BEING PART OF SECTION 29, TOWNSHIP-3-NORTH, RANGE-23-WEST, OKALOOSA COUNTY, FLORIDA AND CONTAINING 1256 SQUARE FEET OR 0.029 ACRES, MORE OR LESS. AMENDED AGREEMENT FOR AND IN CONSIDERATION of mutual benefits to be derived, R&R INVESTMENTS, LTD., by and through its general partner, TIMOTHY E. RAY, hereinafter known as "R&R", whose address is 5210 South Ferdon Boulevard, Crestview, Florida 32536, and TIMOTHY E. RAY, individually, hereinafter known as "Ray", and the CITY OF CRESTVIEW, FLORIDA, whose address is P.O. Box 1209, Crestview, Florida 32536, hereinafter known as "City", enter into this Amended Agreement for the granting of ownership to a certain parcel of property in exchange for certain obligations and benefits to be received. I. R&R and Ray agree to convey to City by warranty deed certain lands which are to be utilized for road right-of-way for the purpose of re -construction and erosion control of a section of Rasberry Road. The description of said property is dated March 26, 1996, and noted as Rasberry Road, hereto and marked "Exhibit A". Said property may also be utilized by the City for locating any utilities including, but not limited to, water lines, sewer lines, electric service, cable television service, gas lines and others. The parcel may be utilized for other services to benefit the City and its residents. Additionally, one (1) five foot utility easement, one (1) seven foot utility easement, and one (1) fifteen foot drainage easement as noted on "Exhibit A" shall be conveyed to City. II. R&R and Ray shall be responsible for changing and relocating that portion of Rasberry Road as it currently exists to that parcel which is proposed and noted in Baskerville-Donovan project number 49901.06 and Natural Resources Conservation Service project number DSR OK-73. R&R and Ray shall provide the minimum right-of-way width as required by said project specifications, and shall post an acceptable maintenance bond and maintenance agreement in accordance with prevailing City maintenance standards covering an eighteen (18) month maintenance period. IV. Upon successful completion of all obligations agreed to by R&R and Ray, City shall initiate an ordinance to abandon that certain affected section of the existing Rasberry Road which is now being utilized as right-of-way, but which will no longer be needed. V. Said construction shall begin on a date mutually agreeable to R&R, Ray, the City and the City Engineers, but no later than July 5, 1996. Time is of the essence, so R&R and Ray shall successfully complete their work no later than August 30, 1996. VI. R&R and Ray shall be obligated to construct the roadbed and drainage requirements of the relocated road to a condition suitable for placement of the clay base material and paving and according to construction standards established by the City's engineers. Said plans and specifications are those established by the City Engineer in amended written paving plans dated January, 1996, and noted as project number 49901.06 and Natural Resources Conservation Service project number DSR OK-73. The City shall be sole judge of whether or not those standards have been met. VII. R&R and Ray agree that the relocation of Rasberry Road, the construction of the new roadbed, and the maintenance of property belonging to R&R and Ray which is adjacent to the newly relocated road, shall be handled in such a way that all standards of the Department of Environmental Protection shall be met and should any dispute arise in the future with any environmental department of the County of Okaloosa, State of Florida, or the United States, which has caused either partially or in whole by practices within the control of R&R or Ray, those parties agree to correct those conditions and to indemnify and hold City harmless. VIII. R&R and Ray acknowledge that the relocation does not include any implied or express development approvals for the properties represented by the exchange and all future development and/or construction on said property, surrounding the relocated road, must apply for development approval with the City and comply with all applicable zoning development and building requirements of the City. IX. In addition to the grant of the relocated roadbed, R&R and Ray shall convey to the City an easement for purposes of locating a 12" water line and/or other utilities along the adjacent property owned by R&R and Ray. Said easement has been executed prior to this amended Agreement. X. R&R and Ray shall also secure appropriate approvals from all agencies which might impact the development of the new roadbed specifically resolving any issues as to whether or not the new roadbed shall pass through any lands designated as wetlands. XI. This Amended Agreement only modifies and expands the obligations of the parties and in no way voids or supplants the original Agreement signed by the parties on or about September 28, 1995, as amended on or about May 7, 1996. is Agreement entered into this , 1996. ATTEST: CITY OF CRESTVIEW EDWARD M. NEAL City Clerk day of /try. \VAt3kmAA GEORGE H. WHITEHURST Mayor Signed, Sealed and Delivered R&R INVESTMENTS, LTD. in the presence of: rinted Name Signed, Sealed and Delivered gy. _:1-221.r— TIMOT E. RA General Partner in the presence of: l TIMOT'fiY E. RAY, Individually �o�s�y Printed Name c:\....\crest\agreements\rasberryrd.amd3 t RASBERRY ROAD "EXHIBIT A" COMMENCE AT THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF SECTION 30, TOWNSHIP-3-NORTH, RANGE-23-WEST, OKALOOSA COUNTY, FLORIDA; THENCE PROCEED SOUTH 03 DEGREES 09 MINUTES 40 SECONDS WEST ALONG THE EAST LINE OF SAID SECTION 30 A DISTANCE OF 1324.53 FEET TO THE NORTHERLY RIGHT-OF-WAY OF RASBERRY ROAD (RIGHT-OF-WAY VARIES) AND TO THE POINT OF BEGINNING; SAID POINT BEING ON A CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 1336.84 FEET, A CENTRAL ANGLE OF 00 DEGREES 25 MINUTES 52 SECONDS, A TANGENT DISTANCE OF 5.03 FEET AND A CHORD BEARING AND DISTANCE OF SOUTH 89 DEGREES 00 MINUTE 13 SECONDS EAST, 10.06 FEET; THENCE PROCEED EASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 10.06 FEET TO .A POINT ON SAID CURVE AND A SOUTHERLY JOG IN SAID RIGHT-OF- WAY; THENCE PROCEED SOUTH 00 DEGREES 46 MINUTES 51 SECONDS WEST ALONG SAID NORTHERLY RIGHT-OF-WAY A DISTANCE OF 41.00 FEET TO A EASTERLY JOG IN SAID RIGHT-OF-WAY, SAID POINT BEING ON A CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 1377.84 FEET, A CENTRAL ANGLE OF 04 DEGREES 06 MINUTES 37 SECONDS, A TANGENT DISTANCE OF 49.44 FEET, AND A CHORD BEARING AND DISTANCE OF NORTH 88 DEGREES 43 MINUTES 32 SECONDS EAST, 98.82 FEET; THENCE PROCEED EASTERLY ALONG THE'i ARC OF SAID CURVE A DISTANCE OF 98.84 FEET TTO 40 MINUTES PEAT OF TANGENCY; THENCE PROCEED NORTH 86 DEGREE SECONDS EAST ALONG SAID NORTHERLY RIGHT-OF-WAY A DISTANCE OF 172.10 FEET TO A SOUTHERLY JOG IN SAID RIGHT-OF-WAY; THENCE PROCEED SOUTH 03 DEGREES 19 MINUTES 46 SECONDS EAST ALONG SAID NORTHERLY RIGHT-OF-WAY A DISTANCE OF 7.00 FEET TO A EASTERLY JOG IN SAID RIGHT-OF-WAY; THENCE PROCEED NORTH 86 DEGREES 40 MINUTES 14 SECONDS EAST ALONG SAID NORTHERLY RIGHT-OF-WAY A DISTANCE OF 1285.00 FEET TO A NORTHERLY JOG IN SAID RIGHT-OF-WAY; THENCE PROCEED NORTH 03 DEGREES 19 MINUTES 46 SECONDS WEST ALONG SAID NORTHERLY RIGHT-OF-WAY A DISTANCE OF 93.00 FEET TO A EASTERLY JOG IN SAID RIGHT-OF- WAY; THENCE PROCEED NORTH 86 DEGREES 40 MINUTES 14 SECONDS EAST ALONG SAID NORTHERLY RIGHT-OF-WAY A DISTANCE OF 115.00 FEET TO A SOUTHERLY JOG IN SAID RIGHT-OF-WAY; THENCE PROCEED SOUTH 03 DEGREES 19 MINUTES 46 SECONDS EAST ALONG SAID NORTHERLY RIGHT-OF-WAY A DISTANCE OF 93.00 FEET TO A EASTERLY JOG IN SAID RIGHT-OF-WAY; THENCE PROCEED NORTH 86 DEGREES 40 MINUTES 14 SECONDS EAST ALONG SAID NORTHERLY RIGHT-OF-WAY A DISTANCE BNORTHWESTERLYTHE ANDPOINT HAVING A CURVATURE OF A CURVE CONCAVE RADIUS OF 267.00 FEET, ANGENT DISENTRAL TAGLE OF 45 ANCE OF 111D02REES FEET09AND A MINUTES 21 SECONDS, A T CHORD BEARING AND DISTANCE OF NORTH PROCEEDDEGREES MINUTES 34 SECONDS EAST, 205.02 FEET; THENCE ALONG THE ARC OF SAID CURVE A DISTANCE OF 210.43 FEET TO THE POINT OF TANGENCY; THENCE PROCEED NORTH 41 DEGREES 30 MINUTES 53 SECONDS EAST ALONG SAID NORTHERLY RIGHT -OF-WAY A DISTANCE OF 305.29 FEET TO A NORTHWEST ERLY JOG SAID RIGHT-OF-WAY; THENCE PROCEED NORTHRIGHT-OF-WAY 2A MINUTES 07 SECONDS WEST ALONG SAID NORTHERLY OF 95.00_ FEET TO A NORTHERLY 4JOG IIESSAID 37RSECONDS EAST THENCE PROCEED NORTH 52 DEGREES 4 SAID NORTHERLY RIGHT-OF-WAY OFDISTANCE THENCEIPROCEEDFEET SOUTH 48 SOUTHERLY JOG IN SAID RIG DEGREES 29 MINUTES 07 SECONDS EAST ALONG SAID NORTHERLY RIGHT-OF-WAY A DISTANCE OF 68.00 FEET TO A NORTHEASTERLY JOG IN SAID RIGHT-OF-WAY; THENCE PROCEED NORTH 41RDEGREES 30 WAY A MINUTES 53 SECONDS EAST ALONG SAID NORTHERLY DISTANCE OF 103.97 FEET To THE RADIUSUOFATR333EOOFFEET,RVE CONCAVE SOUTHEASTERLY AND HAVING CENTRAL ANGLE OF 47 DEGREES A4CHORD BEARING EANDDDISTANCEGOFT DISTANCE OF 147.95 FEET AND NORTH 65 DEGREES 28 MINUTES I�ECOANDSRC OFEAST, SAID270.41 CURVE AFEET; THENCE PROCEED EASTERLY ALONG DISTANCE OF_278.45 FEET�AOFOW'HENCE PROCEEDN SAID CURVE NORTH �16 NORTHERLY JOG IN SAID RIGHT-OF-WAY; I DEGREES 42 MINUTES 45 SEN15.82EAST FEETALONG TO ASAID EASTERLYNORTHERLY JOG IN RIGHT-OF-WAY A DISTANCE OF SAID RIGHT-OF-WAY; THENCE PROCEED SOUTH 72 DEGREES 50 MINUTES 43 SECONDS EAST ALONG iESAID WESTERLYHR G,HTROFHWAYFOFAY A DISTANCE OF'229.90 FEET TO STATE ROAD NUMBER 85 (RIGHT-OF SECONDSIWEST THENCE SAID PROCEED SOUTH 17 DEGREES 09 MINUTES WESTERLY RIGHT-OF-WAY A DISTANCE OF 66.00 FEET TO THE SOUTHERLY RIGHT-OF-WAY THENCE DEPARTING THE AFORESAID SAIDEWESTERLY RIGHT- RRY ROAD (RIGHT-OF-WAY VARIES), OF -WAY, PROCEED NORTH 72 DEGREES 50 MINUTES 43 SECONDS WEST ALONG SAID SOUTHERLY RIGHT-OF-WAY A CURVEDISTANCE OF 128.37 FEET CONCAVE SOUTHEASTERLY TO THE POINT OF CURVATURE OF AND HAVING A RADIUS OF 267.00 FEET, A CENTRAL ANGLE OF 65 DEGREES38 MINUTES 24 SECO�•A TANGENT DI5TANCE OFDISTANCE OF 50UTH 74 DEGREES FEET, AND A CHORD BEARING 20 MINUTES 05 SECONDS WEST, 289.43 FEET; THENCE PROCEED SOUTHWESTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 305.88 FEET TO THE POINT OF TANGENCY; THENCE PROCEED SOUTH 41 DEGREES 30 MINUTES 53 SECONDS WEST ALONG SAID SOUTHERLY RIGHT-OF-WAY A DISTANCE OF 254.97 FEET TO A SOUTHEASTERLY JOG IN SAID RIGHT-OF-WAYi TN NSAIDROCEED OUTHERLYSOUTRIGHTDOF WAY A9 MINUTES 07 SECONDS EAST ALO DISTANCE OF 25.00 FEET TO A SOUTHWESTERLY OUTH ESTER 30 MINUTES IN SAID RIGHT- OF-WAY; THENCE PROCEED SOUTH 41 SECONDS WEST ALONG SAID SOUTHERLY RIGHT-OF-WAY A DISTANCE OF 95.00 FEET TO A NORTHW8SDESREESJOG 29IMISAID NUTESR07HSECONDSYWEST THENCE PROCEED NORTH ALONG SAID SOUTHERLY RIGHTSWRIGHTDOFTWAYE THENCEO0 FEET PROCEED TO A SOUTHWESTERLY JOG IN SAID SOUTH 41 DEGREES 30 MINUTES 53 SECONDS WEST ALONG SAID SOUTHERLY RIGHT-OF-WAY AURVE�CE OF ONCAVEI95.29 FEET TO THE NORTHWESTERLY AND POINT OF CURVATURE OF A C HAVING A RADIUS OF 333.00 FEET, A CENTRAL ANGLE OF 45 DEGREES 09 MINUTES 21 SECONDS, A TANGENT DSOUTHC640DEGREES6 FEET, AND A CHORD BEARING AND DISTANCE OF 05 MINUTES 33 SECONDS WEST, 255.70 FEET; THENCE PROCEED SOUTHWESTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 262.44 FEET TO THE POINT OF TANGENCY; THENCE PROCEED SOUTH 86DEGREES 40 WAY A MINUTES 14 SECONDS WEST ALONG SAID SOUTH ERLY DISTANCE OF 1269.28 FEET TO AISOUTHERLY SE ONDS EASTSAID; ALONG THENCE PROCEED SOUTH 03 DEGREES 19 MN SAID SOUTHERLY RIGHT-OF-WAY A DISTANCE OF 38.00 FEET TO A WESTERLY JOG IN SAID RIGHT-OF-WAY; THENCE p�J,EONGESAID SOUTHERLY 88 DEGREES 55 MINUTES 51 SECOND RIGHT-OF-WAY A DISTANCE OFROCEEDFEET NORTH 03 DEGREES 19J� IN SAID RIGHT-OF-WAY; THENCE P MINUTES 46 SECONDS WEST ALONG SAID SOUTHERLY RIGHT-OF-WAY.A DISTANCE OF 33.00 FEET TO 80MINUTESI4SECONDS IN DI WAY; THENCE PROCEED SOUTH6 DEGREES 4 WEST ALONG SAID SOUTHERLY RIGID RIGHT-OF-WAY; -OF-WAY A TANCE OF 132.00 THENCE PROCEED FEET TO A SOUTHERLY JOG IN SAID SOUTH 03 DEGREES 19 MINUTES 46 SECONDS EAST ALONG SAID SOUTHERLY RIGHT-OF-WAY �AY,OTHENCEOFEET TO A PROCEED NORTH 89 WESTERLY JOG IN SAID DEGREES 07 MINUTES 29 EDF68.18 ST ALONG SAID FEET TO A NORTHERLY JOG IN RIGHT-OF-WAY A DISTANCE 19 SAID RIGHT-OF-WAY; THENCE PROCSADDNSOUTHERLYERIGHT-OF-WAY A MINUTES 46 SECONDS WEST ALONG DISTANCE OF 12.00 FEET TO A WESTERLY J0MINUTESSAID I4ISECONDS WAY; THENCE PROCEED SOUTH 86 DEGREES 4 WEST ALONG SAID SOUTHERLY RIGHT-OF-WAYCURVEACONCAVECE OF NORTHERLYO FEET TO A POINT OF CURVATURE 0 AND HAVING A RADIUS OF 1457.84 AETANGENTE_ DISTANCEGOF 002082 DEGREES 04 MINUTES 07 SECONDS, FEET, AND A CHORD BEARING AND EET DISTANCE AFOTHENCE PROCEED NORTH 89 ES 17 MINUTES 43 SECONDS WEST, 205.13 WESTERLY ALONG THE ARC OF SAID CURVE APROCEEDDISTANCE NORTH285.30 FEET TO THE POINT OF TANGENCY, THENCE DEGREES 15 MINUTES 39 SECONDS 25 05TF�NGTHENCESOUTHERLY NORTH RIGHT-OF-WAY A DISTANCE OF 00 DEGREES 11 MINUTES 38 SECONDSEAST A DWAY OFEOF RASBERRY5 FEET TO THE AFORESAID NORTHERLYRIGHT OF ROAD (RIGHT-OF-WAY VARIES); THENCE PROCEED SOUTH 85 DEGREES 15 MINUTES 39 SECONDS EAST ALONG SAID SOUTHERLY RIGHT-OF-WAY A DISTANCE OF 131.41 FEET TO THE POINT OVA URE OF A 7.84 FEET CURVE CONCAVE NORTHERLY AND HAVING A RADIUS A CENTRAL ANGLE OF 02 DEGREES 24 MINUTES 55 SECONDS, A TANGENT DISTANCE OF 29.05 FEET, AND EgCHORD 07 SBEARING ECONDS E ND DISTANCE OF SOUTH 86 DEGREES 58.08 FEET; THENCE PROCEED EASTERLY NORTHERLY NG THE JOG ON SAID F SAID CURVE A DISTANCE OF 58.08 FEET RIGHT-OF-WAY; THENCE PROCEED NORTH 02 DEGREES 199 MINUTES 26 LONG SAID NORTHERLY RIGHT-OF-WAY A OF 41.00 FEET TO A SECONDS EAST A EASTERLY JOG IN SAID RIGHT-OF-WAY, SAID POINT BEING ON A CURVE CONCAVE NORTHERLY AND HAVING ES 06 A RADIUS OF 1336.84 FEET, A CENTRAL ANGLE OFO SECONDS, A TANGENT DISTANCE OF 12.97 FEET,EES AND OrN'r CHORD 6 BEARING AND DISTANCE OF SOUTH 8 SECONDS EAST, 25.94 FEET; THENCE PROCEED EASTERLY POINTALONG THE ARC OF SAID CURVE A DISTANCE OF 2 5.94 FEET TO ASAID CURVE AND THE POINT OF BEGINNING; LYING IN AND BEING PART OF SECTIONS 29 AND 30, TOWNSHIP-3-NORTH, RANGE-23-WEST, OKALOOSA COUNTY, FLORIDA AND CONTAINING 248,411 SQUARE FEET OR 5.703 ACRES, MORE OR LESS. 5.00' UTILITY EASEMENT DESCRIPTION AS PREPARED BY BASKERVILLE-DONOVAN, INC. COMMENCE AT THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF SECTION 29, TOWNSHIP-3-NORTH, RANGE-23-WEST, OKALOOSA COUNTY, FLORIDA; THENCE PROCEED SOUTH 03 DEGREES 09 MINUTES 40 SECONDS WEST ALONG THE WEST LINE OF SAID SECTION 29 A DISTANCE OF 1324.53 FEET TO THE NORTHERLY RIGHT-OF-WAY OF RASBERRY ROAD (RIGHT-OF-WAY VARIES), SAID POINT BEING ON A CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 1336.84 FEET, A CENTRAL ANGLE OF 00 DEGREES 25 MINUTES 52 SECONDS, A TANGENT DISTANCE OF 5.03 FEET AND A CHORD BEARING AND DISTANCE OF SOUTH 89 DEGREES 00 MINUTES 13 SECONDS EAST, 10.06 FEET; THENCE PROCEED EASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 10.06 FEET TO A POINT ON SAID CURVE AND A SOUTHERLY JOG IN SAID RIGHT-OF-WAY; THENCE PROCEED SOUTH, 00 DEGREES 46 MINUTES 51 SECONDS WEST ALONG SAID NORTHERLY RIGHT-OF-WAY A DISTANCE OF 36.00 FEET TO THE POINT OF BEGINNING, SAID POINT BEING ON A CURVE CONCAVE NORTHERLY AND.t HAVING A RADIUS OF 1372.84 FEET, A CENTRAL ANGLE OF 04 DEGREES 06 MINUTES 37 SECONDS, A TANGENT DISTANCE OF 49.26 FEET, AND A CHORD BEARING AND DISTANCE OF NORTH 88 DEGREES 43 MINUTES 32 SECONDS EAST, 98.46 FEET; THENCE DEPARTING SAID NORTHERLY RIGHT-OF-WAY, PROCEED EASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 98.48 FEET TO THE POINT OF TANGENCY; THENCE PROCEED NORTH 86 DEGREES 40 MINUTES 14 SECONDS EAST A DISTANCE OF 72.10 FEET; THENCE PROCEED SOUTH 03 DEGREES 19 MINUTES 46 SECONDS EAST A DISTANCE OF 5.00 FEET TO THE AFORESAID NORTHERLY RIGHT-OF-WAY OF RASBERRY ROAD (RIGHT-OF-WAY VARIES); THENCE PROCEED SOUTH 86 DEGREES 40 MINUTES 14 SECONDS WEST ALONG SAID NORTHERLY RIGHT-OF-WAY A DISTANCE OF 72.10 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 1377.84 FEET, A CENTRAL ANGLE OF 04 DEGREES 06 MINUTES 37 SECONDS, A TANGENT DISTANCE OF 49.44 FEET AND A CHORD BEARING AND DISTANCE OF SOUTH 88 DEGREES 43 MINUTES 32 SECONDS WEST, 98.82 FEET; THENCE PROCEED WESTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 98.84 FEET TO A POINT ON SAID CURVE AND A NORTHERLY JOG IN SAID RIGHT-OF-WAY; THENCE PROCEED NORTH 00 DEGREES 46 MINUTES 15 SECONDS EAST ALONG SAID NORTHERLY RIGHT-OF-WAY A DISTANCE OF 5.00 FEET TO THE POINT OF BEGINNING; LYING IN AND BEING PART OF SECTION 29, TOWNSHIP- 3-NORTH, RANGE-23-WEST, OKALOOSA COUNTY, FLORIDA AND CONTAINING 854 SQUARE FEET OR 0.020 ACRES, MORE OR LESS. 7.00' UTILITY EASEMENT DESCRIPTION AS PREPARED BY BASKERVILLE-DONOVAN, INC. COMMENCE AT THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF SECTION 29, TOWNSHIP-3-NORTH, RANGE-23-WEST, OKALOOSA COUNTY, FLORIDA; THENCE PROCEED SOUTH 03 DEGREES 09 MINUTES 40 SECONDS WEST ALONG THE EAST LINE OF SAID SECTION 29 A DISTANCE OF 1324.53 FEET TO THE NORTHERLY RIGHT-OF-WAY OF RASBERRY ROAD (RIGHT-OF-WAY VARIES), SAID POINT BEING ON A CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 1336.84 FEET, A CENTRAL ANGLE OF 00 DEGREES 25 MINUTES 52 SECONDS, A TANGENT DISTANCE OF 5.03 FEET AND A CHORD BEARING AND DISTANCE OF SOUTH 89 DEGREES 00 MINUTES 13 SECONDS EAST, 10.06 FEET; THENCE PROCEED EASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 10.06 FEET TO A POINT ON SAID CURVE AND A SOUTHERLY JOG IN SAID RIGHT-OF-WAY; AL ONG EPROCEED SOUTH SAID NORTHERLY I. 00 DEGREES 46 MINUTES 51 SECONDS WEST RIGHT-OF-WAY A DISTANCE OF 41.00 FEET TO A EASTERLY JOG IN SAID RIGHT-OF-WAY, SAID POINT BEING ON A CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 1377.84 FEET, A CENTRAL ANGLE OF 04 DEGREES 06 MINUTES 37 SECONDS, A TANGENT DISTANCE OF 49.44 FEET AND A CHORD BEARING AND DISTANCE OF NORTH 88 DEGREES 43 MINUTES 32 SECONDS EAST, 98.82 FEET; THENCE PROCEED EASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 98.84 FEET TO THE POINT OF TANGENCY; THENCE PROCEED NORTH 86 DEGREES 40 MINUTES 14 SECONDS EAST ALONG SAID NORTHERLY RIGHT-OF-WAY A DISTANCE OF 172.10 FEET TO A SOUTHERLY JOG IN SAID RIGHT-OF-WAY AND THE POINT OF BEGINNING; THENCE DEPARTING SAID NORTHERLY RIGHT-OF-WAY, CONTINUE NORTH 86 DEGREES 40 MINUTES 14 SECONDS EAST A DISTANCE OF 900.00 FEET; THENCE PROCEED SOUTH 03 DEGREES 19 MINUTES 46 SECONDS EAST A DISTANCE OF 7.00 FEET TO THE AFORESAID NORTHERLY RIGHT-OF-WAY OF RASBEROAD (RIGHT-NUTES OF - WAY VARIES); THENCE PROCEED SOUTH 86 DEGREES 40 SECONDS WEST ALONG SAID NORTHERLY RIGHT-OF-WAY A DISTANCE OF 900.00 FEET TO A NORTHERLY JOG IN SAID RIGHT-OF-WAY; THENCE PROCEED NORTH 03 DEGREES 19 MINUTES 46 SECONDS WEST ALONG SAID NORTHERLY RIGHT-OF-WAY A DISTANCE OF 7.00 FEET TO THE POINT OF BEGINNING; LYING IN AND BEING PART OF SECTION 29, TOWNSHIP-3-NORTH, RANGE-23-WEST, OKALOOSA COUNTY, FLORIDA AND CONTAINING 6,300 SQUARE FEET OR 0.145 ACRES, MORE OR LESS. 15.00' DRAINAGE EASEMENT DESCRIPTION AS PREPARED BY BASKERVILLE-DONOVAN, INC. COMMENCE AT THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF SECTION 29, TOWNSHIP-3-NORTH, RANGE-23-WEST, OKALOOSA COUNTY, FLORIDA; THENCE PROCEED SOUTH 03 DEGREES 09 MINUTES 40 SECONDS WEST ALONG THE EAST LINE OF SAID SECTION 29 A DISTANCE OF 1324.53 FEET TO THE NORTHERLY RIGHT-OF-WAY OF RASBERRY ROAD (RIGHT-OF-WAY VARIES), SAID POINT BEING ON A CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 1336.84 FEET, A CENTRAL ANGLE OF 00 DEGREES 25 MINUTES 522 SSEECNNDSA, A TANGENT DISTANCE OF 5.03 FEET AND A CHORD DISTANCE OF SOUTH 89 DEGREES 00 MINUTES 13 SECONDS EAST, 10.06 FEET; THENCE PROCEED EASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 10.06 FEET TO A POINT ON SAID CURVE AND A SOUTHERLY JOG IN SAID RIGHT-OF-WAY; THENCEPROCEED SOUTH NORTHERLY 00 DEGREES 46 MINUTES 51 SECONDS WEST ALONG SAID RIGHT-OF-WAY A DISTANCE OF 41.00 FEET TO A EASTERLY JOG IN SAID RIGHT-OF-WAY, SAID POINT BEING ON A CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 1377.84 FEET, A CENTRAL ANGLE OF 04 DEGREES 06 MINUTES 37 SECONDS, A T DISTANCE OF DISTANCE OF 49.44 FEET AND A CHORD BEAR NORTH 88 DEGREES 43 MINUTES 32 SECONDS EAST, 98.82 FEET; THENCE PROCEED EASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 98.84 FEET TO THE POINT OF TANGENCY; THENCE PROCEED NORTH 86 DEGREES 40 MINUTES 14 SECONDS EAST ALONG SAID NORTHERLY RIGHT-OF-WAY A DISTANCE OF 172.10 FEET TO A SOUTHERLY JOG IN SAID RIGHT-OF-WAY; THENCE PROCEED SOUTH 03 DEGREES 19 MINUTES 46 SECONDS EAST ALONG SAID SOUTHERLY RIGHT-OF-WAY A'DISTANCE OF 7.00 FEET TO 86EASTERLY DEGREES 40G IN SAID RIGHT-OF-WAY; THENCE PROCEED MINUTES 14 SECONDS EAST ALONG SAID NORTHERLY RIGHT-OF-WAY A DISTANCE OF 1285.00 FEET TO A NORTHERLY JOG IN SAID RIGHT- OF-WAY; THENCE PROCEED NORTH 03 DEGREES 19 MINUTES 46 SECONDS WEST ALONG SAID NORTHERLY RIGHT-OF-WAY A DISTANCE OF 82.39 FEET TO THE POINT OF BEGINNING; THENCE DEPARTING SAID NORTHERLY RIGHT-OF-WAY, PROCEED NORTH 48 DEGREES 19 MINUTES 46 SECONDS WEST A DISTANCE OF 87.50 FEET; THENCE PROCEED NORTH 41 DEGREES 40 MINUTES 14 SECONDS EAST A DISTANCE OF 15.00 FEET; THENCE PROCEED SOUTH 48 DEGREES 19 MINUTES 46 SECONDS EAST A DISTANCE OF 87.50 FEET TO THE AFORESAID NORTHERLY RIGHT-OF-WAY OF RASBERRY ROAD (RIGHT-OF-WAY VARIES); THENCE PROCEED SOUTH 86 DEGREES 40 MINUTES 14 SECONDS WEST ALONG SAID NORTHERLY RIGHT-OF-WAY A DISTANCE OF 10.61 FEET TO A SOUTHERLY JOG IN SAID RIGHT-OF-WAY; THENCE PROCEED SOUTH 03 DEGREES 19 MINUTES 46 SECONDS EAST ALONG SAID NORTHERLY RIGHT-OF-WAY A DISTANCE OF 10.61 FEET TO THE POINT OF BEGINNING; LYING IN AND BEING PART OF SECTION 29, TOWNSHIP-3-NORTH, RANGE-23-WEST, ORALOOSA COUNTY, FLORIDA AND CONTAINING 1256 SQUARE FEET OR 0.029 ACRES, MORE OR LESS.