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HomeMy WebLinkAboutSaddle Creek Ph12N/F RENEK, ISADORE L & LYDIA A N/F i i 7 J C STUTEVILLE BLAKE CREEK 1 ((j LEAGUE - A021600 INVESTMENTS, LLC 19J / v 1 N/F 64.82 ACRES 6.357 ACRES N/F / JOHNSON MATTHEW L NOT PLATTED 11997/1 Q SCHULZE SITVEN CARTER ` A / I & VANESSA 1 & KELLEY J V� I ui SADDLEBLOCK ICREEK LOT PH 1 -- BLOCK 10, LOT 1 19 .l N/F / SADDLE CREEK 1 (VOL 12186 PG. 240) CONOVER JOSHUA (VOL 11471 / STEVEN & TARA ELAINE PG. 280) 10' PUE BLOCK 10, LOT 198 h I I SADDLE CREEK PH 10 /p (TYPICAL) i (VOL 11471 PG. 280) ' 4 _ /l 11387r_, 2ss.�4,-__ 145.0 _ �i� 57.54' I 1 \ I I 237 / III 1 12.23' / I I 1 BLOCK 10 I I - - - // // COOTS JANSEN DL & 238 i / III NF PRIVATE I , BLOCK 10 LOT 237DRAINAGE I II II \ SADDLE CREEK EASEMENT PRIVATE n 12186 PG. / N/F DRAINAGE / / "�� \ BLACKSTONE I I I , N EASEMENT \ / HANDCRAFTED HOMES, LLC I I1`0 1 { N I I \ \ \ / SADDLE CBLOCK REEK H3811 N/F / I j 1 I I I I I I I I I CVO I I I \ / (VOL 12186 PG. 240) & EMILY / I I / I I"O I I I I, I 11 I// _ " I' >s I KERSON / I I I Z I, I ZI I I I BLOCK / / 123 8 28 E l I NN Majestic Oak Court N/F SADDLE CREEK PARTNERS, LTD. BLOCK 10, LOT 239 SADDLE CREEK PH 11 (VOL 12186 PG. 240) TUTEVILLEA0216 I I I loo I 1w I Iw 1 - 307 1PUE TYPCCAL) - A0zlsoo 20 PUE / -I100 Vq 20' PUE / / I i 151. 2� - _ ( N 07' 51' , TYPICAL PLATTED (TYPICAL) / /-- I ' I� { ' IM I {'� 246 I I i� (TYPICAL) PRIVATE I I E - 260.0% �O Z I / / / DRAINAGE11'A.07, - - _ - - - - - - / I l i 1 1 �w 247 I 10 1.56 AC. 1 1(0 245 ►�I I I / /h EASEMENT I 1 I I I I i I 150.00' I , w , { �-I I I / /III 37.88' I 00 11 �� 248 I Ili 1.29 AC. 1 /�,_ I ,Itc� 1.85 AC.r1lIi 1BLOCK 10 i i 1.41 AC. 110 , Icn I, h 1 I 244 // /Z I i� i I I I I I I I'� I 110 I I 1 I I 1.65 / �/ I IM I'I- / III 111�- III I II I i l AC. / //;� I I Imo, I ' I� I m BLOCK / ' o L0 I I I 1► / /� 10 I // 11 O I I IU) I I 11 40 PRIVATE , I // I I Z I ICN / I I I I I► I I DRAINAGE I / I Iw I l In I 1 / I EASEMENT 242 1' 1 I / 249 1 1 1 I I I III I I I PUBLIC // 243 I I �o Ii 12 241 1;; 1 I t I I I I I 1 10' SLOPE & 11 I I p i DRAINAGE / Ov 1 1 1 1.14 AC. I w / 2.26 AC. DRAINAGE 1 I 1 I I, I EASEMENT // /65 1.29 AC. I rN I h I I IW / 1 1 20' PUE 1 I I EASEMENT I 1 ' I _ _ _ _ - - / I In , 10 1.08 AC. 1 1rn I l i III ,1 I --_I -- 107.-� I I" I , 0 I (TYPICAL) 1 CN 58.14 - - - - 84.90' 2 - _ / I I I- 1 1 1 82.49' J 138.00 141.Op' / / i 1 I� I ILO I i IN / 30' PRIVATE ■ T / DRAINAGE EASEMENT 6p99 j N3� Os E 21�. L12 C8 / `\ \ 16' PUE I ' 1 I I I� 240 / III C (TYPICAL) i Iv) , �- 1.07 AC. an�asb N III I I Iw I / 30' PRIVATE { 1440' , R. ackCo / DRAINAGE / �� fW 53' 06'W 281.04' 85.0 ' 02 24' pV @ tV / EASEMENT 4 V - - - AW I I / � D / - - - - 209.31 - - - -- i 135.7g' 44 6022, L _ _ 1 , i L7 I C S46" 25' 01_W= N I ' 150.33' f138.03''-'--- 21851' 71.73 I , I 16 PUE I ----g82'109.58' 121.06' -�- �'� 106• I i (TYPICAL) I I r7 q PUBLIC 2glq�� N42° 41' 'E - 230.63' 0 '\� �� SLOPEI I DRAINAGE 1 8g I I 1 , I EASEMENT ( I I & DRAINAGE O0 I //6.01' I I EASEMENT 1 1 1 1 1 I I \ 829, J 6 I C1 S47 41' 'W - 230.63' �15176' � / I I I I I I (I I . 51.33' 98.70' 131.94' ------------ --- 1 (IIIIIIIIiIIII IIIII((IIIIIIIII - ; IIIII (II,IIIII �III I II I Z$ Ua'Lj 9 1� °N 1 1, 1 I I i�254 1� I 11I�MI I I Iq 0 ro 250 252 I Lv 253 L011 1.99 ACIM i to IjL0 . I (oM Inl IL1J 255 .> o> .. mo2.32 AC. 0 11 1.70AC. ' I"I, .nool L01 1.21 AC. 256 j257 Q251 I� I Ni 1.09 . 258 13o1.05 AC. I1.24 AC. � oLnI 1.11.06AC p� 1 BLOCK 10 1. 5 10' SLOPE 20' PUE � I & DRAINAGEj� I� BLOCK 10 (TYPICAL) EASEMENT P BLOCK 10OT- � I L-JL----_ -------------(L ---J 272.521.49' 1 293.91 211.89' 150.00' 150.00' 150.00- 145._00' 100.09' 9187. 20' PUE (TYPICAL) "ICATE OF OWNERSHIP AND DEDICATION OF TEXAS FY OF BRAZOS Schehin, Managing Partner of Saddle Creek Partners, a Texas Limited Partnership, Owners of a portion of acre tract (Phase 12) being a portion of the remainder called 359.07 acre tract, of the Official Records of s County, and designated herein as the Saddle Creek rision, Phase 12, Lots 240-248 & 252-258, in Brazos y, Texas, and whose names is subscribed hereto, hereby Ite to the use of the public forever all streets, alleys, greenways, infrastructure, easements, and public places In shown for the purpose and consideration therein Ised. All such dedications shall be in fee simple unless Isly provided otherwise. ichehin, Managing Partner Creek Partners. Ltd. OF TEXAS rY OF BRAZOS me, the undersigned authority, on this day personally red M.L. Schehin known to me to be the person whose is subscribed to the foregoing instrument, and wledged to me that he/they executed the same for the se and consideration therein stated. Nfl and r my hand and seal on this Z day of �& t- 20IS" . CERTIFICATE OF OWNERSHIP AND DEDICATION STATE OF TEXAS COUNTY OF BRAZOS I Chris Parkerson, Owners of a portion of 32.21 acre tract (Phase 12) being a portion of the remainder of a called 359.07 acre tract, of the Official Records of Brazos County, and designated herein as the Saddle Creek Subdivision, Phase 12, Lots 249, 250 & 251 in Brazos County, Texas, and whose names 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. Chris Parkerson STATE OF TEXAS COUNTY OF BRAZOS Before me, the undersigned authority, on this day personally appeared Chris Parkerson known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he/they executed the same for the purpose and consideration therein stated. Given under m hand and seal on this day of 20JS-. zi\p P p 1r , �a. RICHARD C. FIORES 1 Notary Public, State of TexasQ%"4 - My Commission ExpiresY.., V ublic, Y ;, March 29, 2016 Notar Public, - PamelaWThompson y ;i •o. My Commission Expires s County, Texas Brazos County, Texas ", k06/20/2017 L� Wiwi i iKAL_1UT1TA!M N/F BCR RANCH LLC W MIHICAN - A017700 BBB & CRR - A008100 448.402 ACRES NOT PLATTED CERTIFICATE OF SURVEYOR STATE OF TEXAS COUNTY OF BRAZOS I, Brad Kerr, Registered P 'c Surveyor, No. 4502, in the State of Texas, hereby certify this plat is true and correct and was prepared from an al survey of the property and that property markers and mo ents were placed under my supervision on the ground. Brad Kerr, R.P.L.S. No. 4502 ;E 11FICATE )KI-ANNING AND ZONING COMMISSION Chairman of the Planning and ?O ng ommission of the City of College Station, hereby :e if that the attached plat wa duly approved b the "a m'ssion on the day of_-(1 -�� M� CERTIFICATE OF CITY ENGINEER I, _� - City Engineer of the City of College Station, Texas, hereby certify that this Subdivision Plat conforms to the requirements of the Subdivision Regulations of the City of College Station. Chy Engine City of College Station�� 20' PUE (TYPICAL) CERTIFICATE OF APPROVAL This subdivision was duly approved by the Commissioners Court o ^ Brazos C 'n �,^Texas, as the Final P t of such subdivision on day of �� 6.-- % I ,/ Signed this the day of � Q _, 201_,,`t. (__\ n OF a©auo"®©ae¢aa"©ao®© BRAD KERR 400.00-000o0o o.o 4502 �o County Judge, Brazos County Doc V I P3 CERTIFICATE OF THE COUNTY CLERK STATE OF TEXAS COUNTY OFBRAZOS I, Kaffi .-��IS���e 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 Official Records of Brazos County, Texas, in Volume 13�- Page Iteti.lVj WITNESS my hand and official Seal, at my office in Bryan, Texas. County Clerk Brazos County, Texas in DZ F (v 80 40 0 80 SCALE IN FEET ■::W � 0 NOTES: 1. 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 F.E.M.A. FLOOD INSURANCE RATE MAPS FOR BRAZOS COUNTY AND INCORPORATED AREAS, MAP NO. 48041 CO325-E AND NO. 48041CO375-E, EFFECTIVE DATE: MAY 16, 2012. 3. 1/2" IRON RODS AT ALL LOT CORNERS AND ANGLE POINTS, AS REQUIRED BY THE SUBDIVISION REGULATIONS OF THE CITY OF COLLEGE STATION. 4. CURVE LENGTHS SHOWN ARE CHORD LENGTHS. 5. THE STREETS FOR THIS DEVELOPMENT WILL BE CONSTRUCTED TO THE RURAL STREET STANDARDS PER BRAZOS COUNTY REQUIREMENTS WITH THE ADDITIONAL REQUIREMENT THAT THE PAVEMENT SURFACE BE 2" OF HOT MIX ASPHALTIC CONCRETE TO MEET CITY OF COLLEGE STATION REQUIREMENTS. 6. DRAINAGE OF THE LOTS WILL FOLLOW NATURAL DRAINAGE PATTERNS. BORROW DITCHES WILL CONVEY RUNOFF TO CULVERT STRUCTURES OR TO NATURAL DRAINAGES. THE EXISTING DRAINAGE WAYS SHALL BE PRESERVED IN THEIR 'CONDITION AND THE NATURAL FLOW OF WATER IN THE EXISTING DRAINAGE WAYS SHALL NOT BE OBSTRUCTED. 7. LOTS ARE TO BE SEWERED BY INDIVIDUAL ON -SITE SEWAGE FACILITIES (OSSFS) WHICH MUST COMPLY WITH ALL COUNTY & STATE OSSF REGULATIONS. ALL OSSF CONSTRUCTION MUST HAVE AN "AUTHORIZATION TO CONSTRUCT' PERMIT ISSUED BY THE BRAZOS COUNTY HEALTH DEPARTMENT. THIS PERMIT ENSURES COMPLIANCE WITH THE COUNTY ORDER ADOPTED BY THE COMMISSIONERS COURT OF BRAZOS COUNTY, PURSUANT TO THE PROVISIONS OF SECTION 21.084 OF THE TEXAS WATER CODE. ON -SITE SEWAGE FACILITIES DISPOSAL AREAS SHALL NOT ENCROACH THE 100 FOOT OR THE 150 FOOT SANITARY ZONE OF A PRIVATE OR PUBLIC WELL, RESPECTIVELY. 8. THE WATER SUPPLIER FOR THIS DEVELOPMENT IS THE WELLBORN SPECIAL UTILITY DISTRICT. THE WATERLINES WILL BE DESIGNED AND CONSTRUCTED TO CITY OF COLLEGE STATION SPECIFICATIONS AND STANDARDS AND WILL BE LOCATED IN THE 16' UTILITY EASEMENTS AT THE FRONT OF THE RESIDENTIAL LOTS. THESE WATERLINES WILL PROVIDE THE REQUIRED FLOW TO FIRE HYDRANTS TO MEET FIRE PROTECTION REQUIREMENTS. A FIRE FLOW TEST WILL NEED TO BE PERFORMED AND SUBMITTED UPON COMPLETION OF THE LINE TO VERIFY THE CONSTRUCTED SYSTEM MEETS THE BCS MINIMUM DESIGN GUIDELINE REQUIREMENTS. 9. A WATER DESIGN REPORT FOR THIS SUBDIVISION WILL BE PROVIDED PER CITY STANDARDS. 10. ALL TREES AND BRUSH SHALL BE REMOVED FROM THE ROADWAY RIGHTS -OF -WAY, RIGHTS -OF -WAY DEDICATION AREAS AND PUBLIC UTILITY EASEMENTS. 11. EXISTING U71UTIES LOCATED IN RIGHTS -OF -WAY DEDICATION AREAS WILL BE RELOCATED INTO THE ADJACENT PUBLIC UTILITY EASEMENT AT THE DEVELOPER'S EXPENSE. 12. ELECTRIC SERVICE FOR THIS DEVELOPMENT WILL BE PROVIDED BY BRYAN TEXAS UTILITIES (BTU). THE ELECTRIC DISTRIBUTION LINES WILL BE LOCATED IN THE 16' UTILITY EASEMENT AT THE FRONT OF THE LOTS AND IN THE SIDE LOT EASEMENTS. ELECTRICAL DISTRIBUTION LINES MAY ALSO BE LOCATED IN THE 20' P.U.E. ALONG THE PERIMETER OF THE SUBDIVISION. ADDITIONAL EASEMENTS WILL BE PROVIDED AS REQUIRED BY BTU. 13. THERE SHALL BE A 5' WIDE EASEMENT FOR ANCHORS AND GUY WIRES NECESSARY TO HELP SUPPORT OVERHEAD UTILITY LINES. SAID EASEMENTS WILL EXTEND 20' BEYOND ANY UTILITY EASEMENT. 14. ALL INTERIOR LOT LINES SHALL HAVE A 20' PUBLIC UTILITY EASEMENT CENTERED ON THE LOT LINE. ALL REAR LOT LINES THAT ADJOIN ANOTHER LOT WILL HAVE A 10' UTILITY EASEMENT ALONG THE COMMON LOT LINE, EXCEPT WHERE REAR LOT LINES FOLLOW EXISTING DRAINAGE WAYS. 15. ALL UTILITY LINES PLACED UNDER THE STREET PAVEMENT WILL BE ENCASED BY A MATERIAL APPROVED BY THE BRAZOS COUNTY ENGINEER. 16. THE SUBJECT TRACT LIES WITHIN THE EXTRA -TERRITORIAL JURISDICTION (ETJ) OF THE CITY OF COLLEGE STATION. 17. BLANKET EASEMENTS TO CITY OF BRYAN, 98/277, AND TO WELLBORN WATER SUPPLY CORPORATION, 303/385 BOTH APPLY TO THIS TRACT. 18. BUILDING SETBACK ARE 25' ADJACENT TO ALL STREETS ACCORDING TO BRAZOS COUNTY SUBDIVISION AND DEVELOPMENT REGULATIONS. ADDITIONAL BUILDING SETBACKS MAY BE REQUIRED BY DEED RESTRICTIONS OR THIS PLAT. 19. VARIANCES TO THE SUBDIVISION ORDINANCE FOR SECTION 12-K.2. BLOCK LENGTH, AND SECTION 13.C, LOT WIDTH, WERE APPROVED BY THE PLANNING & ZONING COMMISSION ON OCTOBER 5, 2006. 20. BRAZOS COUNTY WILL BE RESPONSIBLE FOR MAINTAINING PUBLIC DRAINAGE EASEMENTS. THE HOME OWNERS' ASSOCIATION (HOA) WILL MAINTAIN THE PRIVATE DRAINAGE EASEMENTS. THE OWNERS OF LOTS 242 - 250 SHALL NOT CONSTRUCT ANY IMPROVEMENTS WHICH MODIFY OR EFFECT THE FLOW OF STORMWATER RUNOFF IN OR OUT OF THE EXISTING PONDS WITHOUT PRIOR WRITTEN CONSENT OF A LICENSED PROFESSIONAL ENGINEER. 21.PROJECT BENCHMARK 1/2" IRON ROD W/ "TKM TRAV" CAP LOCATED AT SOUTH CORNER OF SADDLE CREEK DRIVE AND STETSON DRIVE. ELEVATION OF 277.47' (DATUM NGVD 1988). LINE TABLE LINE # LENGTH DIRECTION L1 89.99' N18' 13' 49"E L2 108.13' N1' 16. 2VW L3 60.32' N15' 26' 21"E L4 60.66' N4' 3T 26"W L5 119.88' S51' 06' 54"E L6 134.74' N80' 30' 54"E L7 5.13'' S42' 41' 05"W L8 70.00' S47' 18' 55"E L9 100.00' N45' 07' 51"E L10 43.5V N14' 17' 42"E L11 43.52' S14' 17' 42"W L12 43.53' N42' 19' 41"W L13 94.92' N20' 00' 25"W L34 28.74' N85' 19' 09"W L35 28.74' SO' 59' 41"W L36 27.80' S4' 34' 39"W L37 27.80' N89' 29' 07"W L57 169.04 S46' 25' 01 "W L58 25.69' N83' 32' 08"W L59 205.42' N33' 29- 17"W LINE TABLE LINE # LENGTH DIRECTION L60 107.02' N10' 59' 17"W L61 116.78' N41' 03' 25"E L62 136.10' N2' 43' 53"W L63 78.49' N&V 28' 35"E L64 178.83' N3' 48' 27"W L65 136.51' N87' 12' WE L66 186.20' N41' 03' 48"E L67 60.40' S35' 13' 19"E L68 36.65' S64' 10' 48"E L69 195.84' S51' 17' 34"E L70 25.96' S42' 19' 41"E L71 29.71' N42' 19' 41"W L72 233.89' N51' 17' 34"W L73 113.60' N33' 34' 47"E L74 130.33' N77' 32' 35"E L75 107.41' S65' 10' 01"E L76 109.26' N24' 19' 43"E L77 58.65' N24' 49' 59"E L78 65.15' N2- 32' 16"E Curve Table CURVE # LENGTH RADIUS DELTA TANGENT CHORD CHORD DIRECTION C1 271.62' 835.00' 018`38'16" 137.02' 270.42' S52'00'13W C2 221.26' 565.00' OZT26'15" 112.06' 219.85' S50'06'14"W C3 113.737' 265.00' 024'35'25" 57.76' 112.86' S2635'24"W C4 19.68' 25.00' 045'05'57" 10.38' 19.17' S08'15'17"E C5 282.95' 60.00' 271711'54" 59.79' 84.71' N7542'18"W C6 19.68', 25.00' 045'05'57" 10.38' 19.17' N36'50'40"E C7 143.78' 335.00' 024'35'25" 73.01' 142.67' N26 35'24"E C8 248.67' 635.00' 02726' 15" 125.95' 247.08' N50'06' 14"E C9 248.85' 765,00' 018'38'16" 125.53' 247.75' N5700'13"E C10 38.20' 25.00' 08T33'15" 23.95' 34.59' S01'05'32"E C11 40.34' 25.00' 092'26'45" 26.09' 36.10' N88'54'28"E C12 38.65' 545.00' 00V03'46" 19.33' 38.64' S4T32'46"W C13 42.14' 1 655.00' 003*41'10" 21.08' 42.13' 1 S47-50.16-W PLAT BOUNDARY - - LOT LINE STREET RIGHT-OF-WAY LINE - - - - - - - PUBLIC UTILITY EASEMENT - - - - - - - EXISTING EASEMENT LINE - - PUBLIC DRAINAGE EASEMENT - PRIVATE DRAINAGE EASEMENT - DRAINAGE AND SLOPE EASEMENT PHASE LINE Qs PROPERTY CORNER FF=279.0' MINIMUM SLAB ELEVATION FOR STRUCTURES VICINITY MAP LOCATION METES AND BOUNDS DESCRIPTION OF A 3211 ACRE TRACT JAMES C. STUTEVILLE LEAGUE, A-216 BRAZOS COUNTY, TEXAS METES AND BOUNDS DESCRIPTION OF ALL THAT CERTAIN TRACT OR PARCEL OF LAND LYING AND BEING SITUATED IN THE JAMES C. STUTEVILLE LEAGUE, ABSTRACT NO. 216, BRAZOS COUNTY, TEXAS. SAID TRACT BEING A PORTION OF A CALLED 66.234 ACRE TRACT AS DESCRIBED BY A DEED TO SADDLE CREEK PARTNERS, LTD. RECORDED IN VOLUME 11933, PAGE 98 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS. SAID TRACT ALSO ENCOMPASSING ALL OF A CALLED 2.26 ACRE TRACT AS DESCRIBED BY A DEED TO CHRIS AND EMILY PARKERSON RECORDED IN VOLUME 12547, PAGE 45 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS, ALL OF A CALLED 2.32 ACRE TRACT AS DESCRIBED BY A DEED TO CHRIS AND EMILY PARKERSON RECORDED IN VOLUME 12547, PAGE 49 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS, AND ALL OF A CALLED 1.235 ACRE TRACT AS DESCRIBED BY A DEED TO CHRIS AND EMILY PARKERSON RECORDED IN VOLUME 12547, PAGE 52 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS, SAID 2.32 ACRE TRACT, SAID 2.26 ACRE TRACT AND SAID 1.235 ACRE TRACT BEING A PORTION OF SAID 66.234 ACRE TRACT. SAID TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING AT A 1/2 INCH IRON ROD FOUND ON THE NORTHEAST LINE OF A CALLED 6.357 ACRE TRACT AS DESCRIBED BY A DEED TO BLAKE CREEK INVESTMENTS, LLC RECORDED IN VOLUME 11997, PAGE 1 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS, MARKING THE SOUTH CORNER OF SADDLE CREEK SUBDIVISION, PHASE 10, ACCORDING TO THE PLAT RECORDED IN VOLUME 11471, PAGE 280 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS, AND THE WEST CORNER OF SAID 66.234 ACRE TRACT; THENCE: ALONG THE COMMON LINE OF SAID 66.234 ACRE TRACT AND SAID PHASE 10 FOR THE FOLLOWING CALLS: N 53' 59' 21" E FORA DISTANCE OF 271.11 FEET TO A 1/2 INCH IRON ROD FOUND; N 18' 13' 49" E FOR A DISTANCE OF 89.99 FEET TO A 1/2 INCH IRON ROD FOUND; N 01' 16' 20" W FOR A DISTANCE OF 108.13 FEET TO A 1/2 INCH IRON ROD FOUND; N 15' 26' 21" E FOR A DISTANCE OF 60.32 FEET TO A 1/2 INCH IRON ROD FOUND; N 04' 3726" W FOR A DISTANCE OF 60.66 FEET TO A 1/2 INCH IRON ROD FOUND MARKING A SOUTHWEST CORNER OF SADDLE CREEK SUBDIVISION, PHASE 11, ACCORDING TO THE PLAT RECORDED IN VOLUME 12186, PAGE 240 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS; THENCE: ALONG THE COMMON LINE OF SAID 66.234 ACRE TRACT AND SAID PHASE 11 FOR THE FOLLOWING CALLS; S 51' Of; 54" E FOR A DISTANCE OF 119.88 FEET TO A 1/2 INCH IRON ROD FOUND; N 54' 5035" E FOR A DISTANCE OF 373.79 FEET TO A 1/2 INCH IRON ROD FOUND; N 80' 30' 54" E FOR A DISTANCE OF 134.74 FEET TO A 1/2 INCH IRON ROD FOUND; N 54' 01' 28" E FOR A DISTANCE OF 313.07 FEET TO A 1/2 INCH IRON ROD FOUND; N 45' 0751" E FOR A DISTANCE OF 260.07 FEET TO A 1/2 INCH IRON ROD FOUND ON THE SOUTHWEST LINE OF SADDLE CREEK DRIVE (100' R.O.W.) MARKING THE MOST NORTHERLY CORNER OF THIS HEREIN DESCRIBED TRACT; S 44' 52' 09" E ALONG THE SOUTHWEST LINE OF SADDLE CREEK DRIVE FOR A DISTANCE OF 284.57 FEET TO THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF 25.00 FEET; ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 87' 33' 15" FOR AN ARC DISTANCE OF 38.20 FEET (CHORD BEARS: S 01' 05' 32" E - 34.59 FEET) TO THE END OF SAID CURVE; S 47' 19' 55" E FOR A DISTANCE OF 70.00 FEET TO THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF 25.00 FEET; ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 92' 26' 45" FOR AN ARC DISTANCE OF 40.34 FEET (CHORD BEARS: N 88' 54' 28" E- 36.10 FEET TO THE END OF SAID CURVE; N 45' 07' 51" E ACROSS THE END OF SADDLE CREEK DRIVE FOR A DISTANCE OF 100.00 FEET TO A 1/2 INCH IRON ROD FOUND ON THE NORTHEAST LINE OF SADDLE CREEK DRIVE; S 44' 52' 09" E ALONG THE EXTENSION OF THE NORTHEAST LINE OF SADDLE CREEK DRIVE FOR A DISTANCE OF 274.92 FEET TO A 1/2 INCH IRON ROD FOUND ON THE NORTHWEST LINE OF A CALLED 448.402 ACRE TRACT AS DESCRIBED BY A DEED TO BCR RANCH LLC RECORDED IN VOLUME 11389, PAGE 265 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS; THENCE: S 42' 41' 05" W ALONG THE COMMON LINE OF SAID 66.234 ACRE TRACT AND SAID 448.402 ACRE TRACT FOR A DISTANCE OF 1860.73 FEET TO THE COMMON CORNER, OF SAID 66.234 ACRE TRACT AND THE AFOREMENTIONED 6.357 ACRE TRACT (11997/1); THENCE: N 33' 29' 17" W ALONG THE COMMON LINE OF SAID 66.234 ACRE TRACT AND SAID 6.357 ACRE TRACT FOR A DISTANCE OF 933.18 FEET TO THE POINT OF BEGINNING CONTAINING 32.21 ACRES OF LAND, MORE OF LESS, AS SURVEYED ON THE GROUND. BEARING SYSTEM SHOWN HEREIN IS BASED ON GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION. 19 LOTS BLOCK 10, LOTS 240-258 JAM ES C. STUTEVILLE LEAGUE, A-216 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1 "=80' SEPTEMBER 2015 ENGINEER: Schultz Engineering, LLC 2730 Longmire Drive, Suite A College Station, Texas 77845 P.O. Box 11995, Colleq#_Station, Texas 77842 '-Fax: (979) 764-3900 (979) 764-3910 OWNER/DEVELOPER: SURVEYOR: Saddle Creek Partners, Ltd. Brad Kerr, R.P.L.S. No. 4502 4440 Bentwood Drive Kerr Surveying, LLC College Station, TX 77845 409 N. Texas Ave. (979) 690-2642 Bryan, TX 77803 (979) 268-3195 SHEET 1 OF 2 I - O w S LnS W C11 °� Lu cv .a i m0 s �0 o C sSW W � • 13 W p7 N M 0U 0 M 0 �uJ0 0 w 0 0 1 co IMM, u� OR W s C -' " ow - N MCD CD x s i.- l 1 g: sS i C 5g W W j a' It Vto =. w IQ = Lu I W N 8 0 w S wS W Cll �0)w w n Imo o � C s Sw �S o D W .I1 i WmN w w yC1 C two I w 0 A I m I 1 0 w S LCU W C11 `mow N W -a y m Q 5;Z_ oC: SSLU %5�S Wes. W mN wU 0 2 03 I0 D I N