1.933 AC. ROW DEDICATION COMMON AREA … · structures, fences, or the disturbance of vegetation is...
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COMMON AREA 9 2.378 AC. LOT 80 15,174 SF LOT 79 15,014 SF LOT 78 15,004 SF LOT 77 16,773 SF LOT 76 19,148 SF LOT 75 17,845 SF LOT 26 20,675 SF COMMON AREA 7 LOT 52 16,096 SF LOT 53 19,251 SF LOT 54 18,084 SF LOT 55 16,425 SF LOT 56 15,291 SF LOT 57 21,190 SF 15,219 SF LOT 69 15,043 SF LOT 70 15,043 SF LOT 71 15,043 SF LOT 72 15,011 SF LOT 73 18,243 SF LOT 74 BLOCK 4 BLOCK 4 BLOCK 7 BLOCK 8 BLOCK 8 BLOCK 8 BLOCK 8 BLOCK 8 BLOCK 8 22,095 SF 0.678 AC. LOT 58 BLOCK 7 LOT 48 22,450 SF LOT 49 22,509 SF LOT 50 15,742 SF LOT 51 15,030 SF LOT 59 18,560 SF 15,212 SF LOT 60 15,071 SF LOT 61 15,043 SF LOT 62 15,043 SF LOT 63 15,043 SF LOT 64 15,043 SF LOT 65 15,043 SF LOT 66 15,043 SF LOT 67 15,219 SF LOT 68 BLOCK 6 BLOCK 4 0.467 AC. BLOCK 7 COMMON AREA 12 SPANISH MOSS DRIVE LOST BRIDGE LANE CORAL BERRY COVE SPANISH MOSS DRIVE COOPERS HAWK DRIVE CROOKED BRANCH DRIVE SPANISH MOSS DRIVE FALLEN OAK COVE BAREBOOT TRAIL Rock Prairie Road East 15,102 SF BLOCK 1 LOT 104 COMMON AREA 10 0.745 AC. SPANISH MOSS DRIVE LOT 101 15,033 SF LOT 102 15,045 SF LOT 105 COMMON AREA 4 LOT 100 15,033 SF 15,033 SF 1 15,431 SF 15,943 SF LOT 85 LOT 84 15,162 SF COMMON AREA 11 LOT 103 15,033 SF LOT 25 17,019 SF 17,209 SF 15,050 SF 15,050 SF 17,905 SF LOT 29 LOT 31 15,301 SF 15,059 SF 15,270 SF 15,670 SF 15,033 SF 15,033 SF LOT 33 LOT 82 LOT 81 LOT 83 LOT 45 LOT 86 15,483 SF 15,161 SF LOT 24 BLOCK 2 LOT 23 16,019 SF 17,567 SF 16,315 SF LOT 27 LOT 28 COMMON AREA 8 & PRIVATE DRAINAGE EASEMENT 2.356 AC. LOT 30 15,292 SF LOT 32 15,060 SF LOT 47 LOT 46 BLOCK 5 19,854 SF BLOCK 4 BLOCK 5 BLOCK 4 BLOCK 5 BLOCK 2 BAREBOOT TRAIL ROW DEDICATION 178 SF TBPE NO. 12327 911 SOUTHWEST PKWY E. College Station, Texas 77840 www (979) 764-3900 ENGINEER: FINAL PLAT THE CROSSING AT LICK CREEK PHASE 3 19.805 ACRES S.W. ROBERTSON SURVEY LEAGUE, A-202 COLLEGE STATION, BRAZOS, TEXAS 34 LOTS BLOCK 4, LOTS 48-57 BLOCK 6, LOT 26 BLOCK 7, LOTS 58-68 BLOCK 8, LOTS 69-80 COMMON AREAS 7, 9, 10 & 12 SURVEYOR: Brad Kerr, RPLS No. 4502 Kerr Surveying, LLC 409 N. Texas Ave. Bryan, TX 77803 (979) 268-3195 SCALE 1'' = 80' JULY, 2017 OWNER/DEVELOPER: TDI-Brooks Development, LLC 14391 S. Dowling Road College Station, TX 77845 (979) 220-3804 VICINITY MAP NOT TO SCALE WILLIAM D. FITCH PKWY (HWY 40) ROCK PRAIRIE ROAD WILLIAMS CREEK DR. LEGEND ROW DEDICATION 395 SF ROW DEDICATION 183 SF ROW DEDICATION 175 SF
1.933 AC. ROW DEDICATION COMMON AREA … · structures, fences, or the disturbance of vegetation is prohibited within 50 structures, fences, or the disturbance of vegetation is prohibited
S.W. ROBERTSON SURVEY LEAGUE, A-202COLLEGE STATION, BRAZOS, TEXAS
34 LOTSBLOCK 4, LOTS 48-57
BLOCK 6, LOT 26BLOCK 7, LOTS 58-68BLOCK 8, LOTS 69-80
COMMON AREAS 7, 9, 10 & 12
SURVEYOR:
Brad Kerr, RPLS No. 4502Kerr Surveying, LLC
409 N. Texas Ave.Bryan, TX 77803(979) 268-3195
SCALE 1'' = 80'JULY, 2017
OWNER/DEVELOPER:
TDI-Brooks Development, LLC14391 S. Dowling Road
College Station, TX 77845(979) 220-3804
VICINITY MAP
NOT TO SCALE
WIL
LIAM D
. FIT
CH PKW
Y (HW
Y 40)
ROCK PRAIRIE ROAD
WILLIAMS CREEK DR.
LEGEND
LEGEND
ROWDEDICATION
395 SF
ROWDEDICATION183 SF
ROWDEDICATION175 SF
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50' ROW - 27 TO 30' PAVEMENT
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50' ROW - 27 TO 30' PAVEMENT
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50' ROW - 27 TO 30' PAVEMENT
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SURFACE ENCUMBERED BY MINERAL ESTATE 3.25 ACRE TRACT (1025/826) (SEE NOTE 15)
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50' ROW - 27 TO 30' PAVEMENT
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50' ROW - 30' PAVEMENT
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ROW VARIES - PAVEMENT VARIES
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50' ROW - 30' PAVEMENT
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50' ROW - 30' PAVEMENT
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50' ROW - 30' PAVEMENT
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ROW VARIES - PAVEMENT VARIES
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ROW VARIES - 24' PAVEMENT
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THE CROSSING AT LICK CREEK PHASE 1 VOL 13531 PG 35
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THE CROSSING AT LICK CREEK PHASE 2 VOL 14165 PG 224
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WILLIAMS CREEK SUBDIVISION PHASE 4 VOL 7118 PG 119
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100' BUFFER EASEMENT CITY ORDINANCE NO. 2012-3396
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20' PUBLIC UTILITY EASEMENT (12537/140)
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N/F THE CITY OF COLLEGE STATION REMAINDER OF CALLED 1265.37 ACRE TRACT 488/756
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N/F PEBBLE CREEK LAND CO. CALLED 209.53 ACRE TRACT TRACT 1-B, 11447/250
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N/F PEBBLE CREEK LAND CO. CALLED 209.53 ACRE TRACT TRACT 1-B, 11447/250
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WILLIAMS CREEK SUBDIVISION PHASE 4 VOL 7118 PG 119
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50' ROW - 30' PAVEMENT
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Jim Stanton
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By
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PROJECT LOCATION
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Jim Stanton
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By
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0
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SCALE IN FEET
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80
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40
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80
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NOTES: 1. BEARING SYSTEM SHOWN HEREON IS BASED ON GRID NORTH AS ESTABLISHED FROM GPS BEARING SYSTEM SHOWN HEREON IS BASED ON GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION. 2. NO PORTION OF THIS TRACT IS WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO THE NO PORTION OF THIS TRACT IS WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO THE F.E.M.A. FLOOD INSURANCE RATE MAP FOR BRAZOS COUNTY AND INCORPORATED AREAS, MAP NO. 48041C0350E, EFFECTIVE DATE: MAY 16, 2012. 3. ZONING FOR THIS TRACT IS RESTRICTED SUBURBAN WITH THE CONDITION THAT ALL LOTS ZONING FOR THIS TRACT IS RESTRICTED SUBURBAN WITH THE CONDITION THAT ALL LOTS HAVE A MINIMUM LOT SIZE OF 15,000 SF. 4. ALL LOTS WILL MEET SETBACK AND OTHER REQUIREMENTS AS SPECIFIED IN THE CITY OF ALL LOTS WILL MEET SETBACK AND OTHER REQUIREMENTS AS SPECIFIED IN THE CITY OF COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE FOR THE ZONING CLASSIFICATION IN WHICH THEY LAY 5. EACH LOT WILL PROVIDE A MINIMUM OF 2 TREES OF AT LEAST 2" IN CALIPER OR 1 EACH LOT WILL PROVIDE A MINIMUM OF 2 TREES OF AT LEAST 2" IN CALIPER OR 1 TREE OF 4" CALIPER PER ORDINANCE NO. 3222. 6. ELECTRIC SERVICE AND STREET LIGHTING FOR THIS SUBDIVISION WILL BE PROVIDED BY ELECTRIC SERVICE AND STREET LIGHTING FOR THIS SUBDIVISION WILL BE PROVIDED BY THE CITY OF COLLEGE STATION. 7. ALL PUBLIC DRAINAGE EASEMENTS WILL BE IMPROVED ACCORDING TO THE DRAINAGE ALL PUBLIC DRAINAGE EASEMENTS WILL BE IMPROVED ACCORDING TO THE DRAINAGE POLICY AND DESIGN STANDARDS. 8. DETENTION PONDS AND COMMON AREAS WILL BE OWNED AND MAINTAINED BY THE HOME DETENTION PONDS AND COMMON AREAS WILL BE OWNED AND MAINTAINED BY THE HOME OWNERS' ASSOCIATION (HOA). HOA DOCUMENTS WILL BE PROVIDED WITH THE FINAL PLAT IN ACCORDANCE WITH UDO SECTION 12-8.3.U OWNERS ASSOCIATIONS FOR COMMON AREAS AND FACILITIES. 9. THE PRIVATE DRAINAGE EASEMENTS WILL BE MAINTAINED BY THE LOT OWNERS OR THE THE PRIVATE DRAINAGE EASEMENTS WILL BE MAINTAINED BY THE LOT OWNERS OR THE HOA, HOMEOWNERS ASSOCIATION. FENCES, GRADING AND LANDSCAPING CANNOT IMPEDE THE FLOW IN THE PRIVATE DRAINAGE EASEMENT. 10. IN ORDER TO COMPLY WITH SECTION 12.8.3.W "SINGLE FAMILY RESIDENTIAL PARKING IN ORDER TO COMPLY WITH SECTION 12.8.3.W "SINGLE FAMILY RESIDENTIAL PARKING REQUIREMENTS FOR PLATTING", OPTION 3.,e., WIDE LOT FRONTAGES WILL BE USED. 11. STRUCTURES, FENCES, OR THE DISTURBANCE OF VEGETATION IS PROHIBITED WITHIN 50 STRUCTURES, FENCES, OR THE DISTURBANCE OF VEGETATION IS PROHIBITED WITHIN 50 FOOT BUFFER EASEMENT ALONG LICK CREEK PARK, AND THE 100-BUFFER EASEMENT ALONG ROCK PRAIRIE ROAD. 12. DISTANCES SHOWN ON CURVES ARE CHORD LENGTHS.. DISTANCES SHOWN ON CURVES ARE CHORD LENGTHS.. 13. DRIVEWAY ACCESS FROM RESIDENTIAL LOT 68, BLOCK 7 AND LOT 69, BLOCK 8 SHALL DRIVEWAY ACCESS FROM RESIDENTIAL LOT 68, BLOCK 7 AND LOT 69, BLOCK 8 SHALL NOT BE PERMITTED ONTO LOST BRIDGE LANE. 14. THERE IS AN EXISTING "SURFACE ENCUMBERED BY MINTERAL ESTATE" (1025/826), THERE IS AN EXISTING "SURFACE ENCUMBERED BY MINTERAL ESTATE" (1025/826), JANUARY 28, 1988, FOR AN OIL & GAS SITE. IT SHOULD BE NOTED THAT THIS WAIVER DOES NOT CONVEY NOR IMPLY ANY RIGHTS WITH REGARDS TO VESTING OR PERMITTING PROCESS. 15. A FEE IN LIEU OF THE SIDEWALK ALONG ROCK PRAIRIE ROAD ADJACENT TO COMMON A FEE IN LIEU OF THE SIDEWALK ALONG ROCK PRAIRIE ROAD ADJACENT TO COMMON AREA NO. 10 WILL BE PAID. 16. COMPACTION OF FILL OR AN ENGINEERED SLAB IS REQUIRED FOR LOTS THAT HAVE COMPACTION OF FILL OR AN ENGINEERED SLAB IS REQUIRED FOR LOTS THAT HAVE GREATER THAN 2 FEET OF FILL. THIS EFFECTS THE FOLLOWING LOTS: LOT 57, BLOCK 4; LOT 58, BLOCK 7; & LOT 26, BLOCK 6.
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LICK CREEK PARK
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CERTIFICATE OF THE COUNTY CLERK STATE OF TEXAS COUNTY OF BRAZOS I, ___________________, County Clerk, in and for said county, do hereby certify that this plat together with its certificates of authentication was filed for record in my office the ____ day of ________________, 20___, in the Deed Records of Brazos County, Texas, in Volume ______ Page ______. WITNESS my hand and official Seal, at my office in Bryan, Texas. _____________________________ County Clerk Brazos County, Texas
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STATE OF TEXAS COUNTY OF BRAZOS Before me, the undersigned authority, on this day personally appeared Bernie Bernard, Bernie Bernard, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purpose and consideration therein stated. Given under my hand and seal on this ____ day of ____________, 20___. ______________________________ Notary Public, Brazos County, Texas
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CERTIFICATE OF OWNERSHIP AND DEDICATION STATE OF TEXAS COUNTY OF BRAZOS I, Bernie Bernard, Secretary & Treasurer of TDI-Brooks Developments, LLC, owner and Bernie Bernard, Secretary & Treasurer of TDI-Brooks Developments, LLC, owner and , owner and developer of the land shown on this plat, and designated herein as the Subdivision Subdivision The Crossing at Lick Creek, Phase 3, to the City of College Station, Texas, and whose , to the City of College Station, Texas, and whose name is subscribed hereto, hereby dedicate to the use of the public forever all streets, alleys, parks, greenways, infrastructure, easements and public places thereon shown for the purpose and consideration therein expressed. All such dedications shall be in fee simple unless expressly provided otherwise. ____________________________________ Bernie Bernard, Secretary & Treasurer TDI-Brooks Developments, LLC
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CERTIFICATE OF PLANNING AND ZONING COMISSION I, ___________________, Chairman of the Planning and Zoning Commission of the City of College Station, Texas, hereby certify that the attached plat was duly approved by the Commission on the ____ day of ______________________, 20___. ____________________________ Chairman
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CERTIFICATE OF CITY ENGINEER I, ___________________, City Engineer of the City of College Station, Texas, hereby certify that this Subdivision conforms to the requirements of the Subdivision Regulations of the City of College Station, Texas. _____________________________ City Engineer
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CERTIFICATE OF THE SURVEYOR STATE OF TEXAS COUNTY OF BRAZOS I, Brad Kerr, Registered Professional Land Surveyor No. 4502, in the State of Texas, hereby certify that this plat is true and correct and was prepared from an actual survey of the property and that the property markers and monuments were placed under my supervision on the ground. , R.P.L.S. No. 4502 , R.P.L.S. No. 4502
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PROPERTY BOUNDARY
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RIGHT OF WAY
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LOT LINE
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PROPOSED PUBLIC UTILITY EASEMENT (P.U.E)
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PROPOSED PUBLIC DRAINAGE EASEMENT (P.D.E)
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PROPOSED PRIVATE DRAINAGE EASEMENT (P.r.D.E)
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PROPOSED PUBLIC ACCESS EASEMENT (P.A.E.)
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EXISTING PUBLIC UTILITY EASEMENT (P.U.E)
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EXISTING PHASE LINE
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EXISTING PUBLIC DRAINAGE EASEMENT (P.D.E)
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EXISTING PRIVATE DRAINAGE EASEMENT
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EXISTING PUBLIC ACCESS EASEMENT (P.A.E.)
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PROPERTY CORNER
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METES AND BOUNDS DESCRIPTION OF ALL THAT CERTAIN TRACT OF LAND LYING AND BEING SITUATED IN THE S. W. ROBERTSON LEAGUE, ABSTRACT NO. 202, COLLEGE STATION, BRAZOS COUNTY, TEXAS. SAID TRACT BEING A PORTION OF A CALLED 63.187 ACRE TRACT AS DESCRIBED BY A DEED TO TDI-BROOKS DEVELOPMENT, LLC RECORDED IN VOLUME 12537, PAGE 140 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS. SAID TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING AT A 1/2 INCH IRON ROD FOUND ON THE SOUTHWEST LINE OF ROCK PRAIRIE ROAD EAST (VARIABLE WIDTH R.O.W.) MARKING THE NORTHWEST CORNER OF SAID REMAINDER OF 63.187 ACRE TRACT AND THE NORTHEAST CORNER OF A CALLED 209.53 ACRE TRACT DESCRIBED AS TRACT 1-B BY A DEED TO PEBBLE CREEK LAND CO. RECORDED IN VOLUME 11447, PAGE 250 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS; S 78° 57' 13" E ALONG THE SOUTHWEST LINE OF ROCK PRAIRIE ROAD EAST FOR A DISTANCE OF 375.58 FEET TO A 1/2 INCH IRON ROD FOUND MARKING THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF 25.00 FEET; ALONG SAID CURVE, SAME BEING THE WESTERLY LINE OF SPANISH MOSS DRIVE (VARIABLE WIDTH R.O.W.) THROUGH A CENTRAL ANGLE OF 89° 27' 09" FOR AN ARC DISTANCE OF 39.03 FEET (CHORD BEARS: S 34° 13' 38" E - 35.19 FEET) TO THE END OF SAID CURVE; S 10° 29' 56" W ALONG THE WESTERLY LINE OF SPANISH MOSS DRIVE FOR A DISTANCE OF 317.32 FEET TO A POINT WITHIN SAID REMAINDER OF 63.187 ACRE TRACT MARKING THE BEGINNING OF A COUNTERCLOCKWISE CURVE HAVING A RADIUS OF 800.00 FEET; THROUGH SAID 63.187 ACRE TRACT AND ALONG THE FUTURE WESTERLY LINES OF THE CROSSING AT LICK CREEK, PHASE 2 (NOT YET FILED OF RECORD), FOR THE FOLLOWING CALLS: ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 04° 51' 00" FOR AN ARC DISTANCE OF 67.72 FEET (CHORD BEARS: S 08° 04' 26" W - 67.70 FEET TO THE END OF SAID CURVE AND THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF 800.00 FEET; ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 03° 57' 17" FOR AN ARC DISTANCE OF 55.22 FEET (CHORD BEARS: S 07° 37' 34" W - 55.21 FEET) TO THE END OF SAID CURVE AND THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF 25.00 FEET; ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 90° 53' 43" FOR AN ARC DISTANCE OF 39.66 FEET (CHORD BEARS: S 55° 03' 04" W - 35.63 FEET) TO THE END OF SAID CURVE; S 10° 23' 26" W FOR A DISTANCE OF 50.00 FEET TO THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF 25.00 FEET; ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 90° 00' 00" FOR AN ARC DISTANCE OF 39.27 FEET (CHORD BEARS: S 34° 30' 04" E - 35.36 FEET TO THE END OF SAID CURVE; S 10° 29' 56" W FOR A DISTANCE OF 10.98 FEET TO THE BEGINNING OF A COUNTERCLOCKWISE CURVE HAVING A RADIUS OF 275.00 FEET; ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 36° 37' 20" FOR AN ARC DISTANCE OF 175.77 FEET (CHORD BEARS: S 07° 48' 44" E - 172.80 FEET) TO THE END OF SAID CURVE; S 26° 07' 24" E FOR A DISTANCE OF 49.90 FEET; N 63° 52' 36" E FOR A DISTANCE OF 50.00 FEET TO THE BEGINNING OF A COUNTERCLOCKWISE HAVING A RADIUS OF 25.00 FEET; ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 121° 24' 25" FOR AN ARC DISTANCE OF 52.97 FEET (CHORD BEARS: N 34° 34' 49" E - 43.60 FEET) TO THE END OF SAID CURVE AND THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF 75.00 FEET; ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 05° 12' 55" FOR AN ARC DISTANCE OF 6.83 FEET (CHORD BEARS: S 82° 06' 31" E - 6.82 FEET) TO THE END OF SAID CURVE; S 79° 30' 04" E FOR A DISTANCE OF 291.53 FEET; S 10° 05' 55" E FOR A DISTANCE OF 127.17 FEET; S 41° 23' 52" E FOR A DISTANCE OF 49.22 FEET; S 19° 10' 05" E FOR A DISTANCE OF 155.89 FEET; S 13° 26' 52" E FOR A DISTANCE OF 124.47 FEET; S 02° 37' 26" E FOR A DISTANCE OF 205.18 FEET; S 09° 33' 11" E FOR A DISTANCE OF 133.74 FEET; S 63° 52' 36" W FOR A DISTANCE OF 89.39 FEET; S 26° 07' 24" E FOR A DISTANCE OF 133.62 FEET TO THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF 275.00 FEET; ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 21° 45' 38" FOR AN ARC DISTANCE OF 104.44 FEET (CHORD BEARS: S 15° 14' 35" E - 103.82 FEET TO THE END OF SAID CURVE AND THE BEGINNING OF A COUNTERCLOCKWISE CURVE HAVING A RADIUS OF 25.00 FEET; ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 89° 33' 32" FOR AN ARC DISTANCE OF 39.08 FEET (CHORD BEARS: S 49° 08' 32" E - 35.22 FEET) TO THE END OF SAID CURVE; N 86° 04' 42" E FOR A DISTANCE OF 60.77 FEET TO THE BEGINNING OF A COUNTERCLOCKWISE CURVE HAVING A RADIUS OF 175.00 FEET; ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 25° 29' 32" FOR AN ARC DISTANCE OF 77.86 FEET (CHORD BEARS: N 73° 19' 57" E - 77.22 FEET) TO THE END OF SAID CURVE; S 29° 24' 49" E FOR A DISTANCE OF 50.00 FEET TO THE BEGINNING OF A COUNTERCLOCKWISE CURVE HAVING A RADIUS OF 225.00 FEET; ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 04° 28' 11" FOR AN ARC DISTANCE OF 17.55 FEET (CHORD BEARS: N 58° 21' 05" E - 17.55 FEET TO THE END OF SAID CURVE; S 33° 53' 00" E FOR A DISTANCE OF 183.89 FEET; S 38° 19' 36" E FOR A DISTANCE OF 50.00 FEET TO THE COMMON LINE OF SAID REMAINDER OF 63.187 ACRE TRACT AND THE REMAINDER OF A CALLED 1265.37 ACRE TRACT AS DESCRIBED BY A DEED TO THE CITY OF COLLEGE STATION RECORDED IN VOLUME 488, PAGE 756 OF THE DEED RECORDS OF BRAZOS COUNTY, TEXAS, AND THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF 1295.61 FEET; ALONG THE COMMON LINE OF SAID REMAINDER OF 63.187 ACRE TRACT AND SAID REMAINDER OF 1265.37 ACRE TRACT AND ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 12° 53' 07" FOR AN ARC DISTANCE OF 291.37 FEET (CHORD BEARS: S 58° 06' 57" W - 290.75 FEET) TO A 1/2 INCH IRON ROD FOUND MARKING THE END OF SAID CURVE; S 64° 42' 13" W CONTINUING ALONG THE COMMON LINE OF SAID REMAINDER OF 63.187 ACRE TRACT AND SAID REMAINDER OF 1295.37 ACRE TRACT FOR A DISTANCE OF 120.57 FEET TO A 5/8 INCH IRON ROD FOUND MARKING THE SOUTHEAST CORNER OF THE AFOREMENTIONED 209.53 ACRE TRACT (11447/250) AND THE SOUTH CORNER OF SAID REMAINDER OF 63.187 ACRE TRACT; N 26° 07' 24" W ALONG THE COMMON LINE OF SAID REMAINDER OF 63.187 ACRE TRACT AND SAID 209.53 ACRE TRACT FOR A DISTANCE OF 2136.60 FEET TO A 1/2 INCH IRON ROD FOUND; N 12° 36' 17" E CONTINUING ALONG THE COMMON LINE OF SAID REMAINDER OF 63.187 ACRE TRACT AND SAID 209.53 ACRE TRACT FOR A DISTANCE OF 402.67 FEET TO THE POINT OF BEGINNING CONTAINING 19.805 ACRES OF LAND, MORE OR LESS, AS SURVEYED ON THE GROUND FEBRUARY 2015. BEARING SYSTEM SHOWN HEREIN IS BASED ON GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION.
