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HomeMy WebLinkAboutMIDTOWN RESERVE PH 11419 20 g � � �h m� 30 v � b 21 17 ,a0 0 a 16 I � :. � ' y cn / � / 214.0 C" r MIDTOWN RESERVE 80 40 0 80 � � �in� cn� / PHSEiIo I � bA � � � �� L (18505/285) / / O �3 � � SCALE IN FEET � N o / / / o b n N GSpo POINT OF ~ \ � so, pq 4?[�� • � COLLEGE STATION DOWNTOWN BEGINNING � � '�FHT .' RESIDENTIAL, LLC il%00000" REMAINDER OF 111.679 ACRES yty � � � L2 14405/186 N � t r 2 N/F 3 GLOVER HAYS \ \ I CALLED 5,108 SQ. Ff. APPROXIMATE (12846/169) LOCATION OF LICK CREEK I 4 I � ;5TRIBUTARY 11 N/F , \ I A URI �\� / PARKLAND X ` � I 5 � � CA 1.783 ac. \ CALLED 5,008 SQ. FT. � I i . (12846/189) \ \ W 3 N/F � \ SAMUEL KER��L �• co 5,046 N FT. � /� � / � 7 I(17073/155) � /do, w 27Y 017,E 21 41 m Z PARKLAND GG 1.672 ac., •�-\ � � I � � t� / i 10 // 13 2s - 132. / 14 COFFEE MILL COURT 55' ROW - 30' PAVEMENT / 15 �,'� / CB N40 29' 39'E-134.13' 21 ' GRADING TYPE I 9 10 11 12 13 \ �\ 16 15 22 0 23 I � BLOCK LOT AREA (SF) GRADING TYPE 41 COMMON 3,757 114 AREA 46 41 COMMON 5,006 114 AREA- 1'7 24 Is 25 _. cirY o� N/F STATION PARKLAND GG � I 15 26 BLOCK LOT AREA (SF) GRADING TYPE 11 PARKLAND FF 1183562 114 15 PARKLAND GG 72,816 114 15 PARKLAND X 77,649 114 CALLED tti0.13 ACRES 6927/22s 1.+672 ac. �Y e 2, 2� CERTIFICATE OF ADMINISTRATOR l,� •,, �`A`dministrator 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. City Adminis rotor City of College Station, Texas I CERTIFICATE OF CITY ENGINEER p 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 S ation, Texas. City Engineer City 9 of College Station, Texft . GRADING-] TYPE oll if ► ► I, BLOCK LOT AREA (SF) TRADING TYPE 13 17 41980 A 14 1 2,500 A 14 2 3,050 A 14 3 3,050 A 14 4 23500 A 14 5 37050 A 14 6 3,050 A 14 7 2,500 A 14 8 3,269 A 14 9 5,286 B 14 10 4,800 B 14 11 41800 B 14 12 4,800 B 14 13 4,800 B 14 14 4,800 B 14 21 3,730 A 14 22 21500 A 14 23 2500 A 14 24 3,050 A 14 25 3,050 A jGRADING AREA TYPE Y I c 4 I � r • r, i LINE TABLE LINE # LENCTH DIRECTION Ll 130-41' N66' 11' 07"E N43' 29' 391"E L2 28.60' L3 35.68' N87' 42' 251E L4 55.00' N 41 ' 42' 59"E L5 10.52' N48° 17' 01 "W L6 110.00" N42r 17' 231E L7 85.05' N 43' 29' 39"E L8 55.00' S46' 30' 21 "E L9 55.11 ' N 43' 29' 39"E 00 120-00' S46' 30' 21 "E L11 93.68' N12' 04' 051PW L12 93.77' N6° 39' 45"E L13 26.73' N 4' 13' 18"E L14 34.80' S2' 23' 41 "E L15 63.98' S6' 39' 45"W L16 24.05' N6r 39' 45"E ---lL17 35.90' N87' 36' 19"E LINE # LENGTH • DM CMN L18 48.31' N 430 29' 39"E L19 81.ff 1' •30' 21 "W L20 52..11' S85`• 51' 47"W L21 .35.90' Sffr 36$ 19"W L22 75.05' N48' 17' 01 "W L23 5.05' S48' 17' 01 "E L24 4. Gj S20 23' 41 "E L25 5.90' S7' 36' 1 L26 34.E N 2' 23' 41 "W L27 85.05" S43' i' 39"W L28 35.9Q S 7' 369 1!9"W N30' • 57' 06"W L30 35.90' S87r 36' 19"W L31 50.050 N4V 17' 01 "W L32 34.80' N 2' 23' 41 "W L33 •35.6' N88r 29' 39"E L34 37.'• � S46' 30' 21 "E Li NE TABLE LiNE # LENGTH DIRECTION L35 38.85' N20' 23" 04"W L36 55.86' N'T 3V WE L37 54.50' S46" 30' 21 "E LJ6 39.75' N 83' 21 ; T '"` W L39 18. 23' N 48' 170 01 "W L40 109. 43' N 83' 2W 15" W L41 15 9.6 4' N 6' Mr 450t L42 50.54' N28` 04"E 11140, 1.43 30.87' N 48' 170 MIl L44 15.77' N464 30' 21 "W L45 11.33' N 70' 14! 08"W L46 24.14' N 61V 14' 06"W L47 40.30 ,., '' 26"E L48 58.64' SW, 07' 30"E L49 45.20' S81 W 32"E L50 62.09' N750 19� 5"E L51 24.13' ono fir 41111110W Cu i ve Tebtd CURVE # LENGTH RADIUS DELTA TANGENT CHORD CHORD DIRECTION C1 90.10' 227.50' 022'41'28" 45.65' 89.51' N54050'23"E C2 4.73' 472.50' 000r34'23" 2.36' 4.73' N4-7059'49"W C3 3.63' 362.50' 0OW3 * 3" T,, . 3.6 ' S47'59'49"E C4 81.96' 127.50' 036°49'54" 42.45' 80.56' S25`041427'W C5 9.02' 25.00' 020 40'57" 4.56' 8.98' S17''13"W C6 229.52' 50.00' 263'00'29" 56.51' 74.89' N75'5W27olE C7 27.19' 25.00' 062019'32" 15.12' 25.87' N24'30'01 "W 8 46.61' 72.50' 036'49'54" 24.14• 45.81' N25004'42"E C9 97.39' 62.00' 090'00'00" 62.01 87.68' NO r30'21 "W C10 59.69' 38.00' 090.00'00" 38.O M" 53.74' SO1'30'21 "E C11 64.28' 100.00' 036'49'54" 63.189 N25'0494 't C12 54.98' 35.00' 090'00'00" 35.00' 49.50' N88'29'39"E +C13 78.54' 50.00' 090000'00" 50.00' 70.71' S01'30*21 "E MIDTOWN RESERVE COFFEEMILL LANE SUBDIVISION PHASE 110 55' ROW - 30' PAVEMENT (1924.3/171) ® c� 15 16 17 18 19 20 ' 44 43 14 Z 0 �y rrI eo K C� 41MMA.rnu.. .r� rrn `o� r CT cn u, C'� � oCV 5 c�-a--- CM 4 1 29 28 27 26 25 24 23 22 21 0 y c Z A4' LINE TABLE LINE # LENGTH DIRECTION L52 36.46' N87` 28' 15"W L53 28.80' S87' 28' 151E L54 36.92' N8' 38' 01 "E L55 61.25' N 20' 30' 56"W L56 55.44' S77' 27' 43"W L57 65.56' N 40. 05' 4711W L58 38.28' N 5' 15' 38"E L59 25. 04' N 500 17' 41 "W L60 70.35' N 20. 53' 56"E L61 58.26' S28' 53' 59"E L62 29.65' S28' 39' 34"E L63 36.75' S6' 02' 55"E L64 55.50' S850 51' 47"W L65 10.04' SO' 07' 20"W L66 62.29' N43. 29' 39"E L67 23.51' N45' 36' 14"W L68 16.06' S38- 30' 32"E VICINITY MAP MOTES: 1. COORDINATES AND BEARING SYSTEM SHOWN HEREIN ARE NAD83 (TEXAS STATE PLANE CENTRAL ZONE. GRID NORTH) BASED ON THE PUBLISHED COORDINATES OF THE CITY OF COLLEGE STATION CONTROL MONUMENT CS94-130 (Y:10200590.80, X:3569863.02) AND AS ESTABLISHED FAY GPS OBSERVATION. DISTANCES SHOWN HEREIN ARE SURFACE DISTANCES. TO DETERMINE GRID DISTANCES MULTIPLY BY A COMBINED SCALE FACTOR OF 0.999898305 (CALCULATED USING GEOIDI2B) �:. A 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. 48041 CO310F, EFFECTIVE DATE: APRIL 2, 2014. 3. 1 /2" IRON RODS WITH BLUE PLASTIC CAPS STAMPED "KERR SURVEYING" WILL BE SET AT ALL LOT CORNERS AND ANGLE POINTS UNLESS NOTED OTHERWISE. 4. DISTANCES SHOWN ON CURVES ARE CHORD LENGTHS. 9. - - 5. ZONING FOR THIS TRACT IS PLANNED DEVELOPMENT DISTRICT (PDD), AND A PORTION IS ZONED NATURAL AREAS PROTECTED (NAP). 6. ALL LOTS WiLL MEET SETBACK AND OTHER REQUIREMENTS AS SPECIFIED IN THE PDD ZONING. THE BASE ZONING DISTRICT IS GENERAL SUBURBAN. 7. EACH LOT WILL PROVIDE A MINIMUM OF 1 TREE (CANOPY OR NON -CANOPY) REQUIRED IN THE FRONT YARD. THIS IS A MODIFICATION FROM THE GENERAL SUBURBAN REQUIREMENT. 8. COMPACTION OF FILL OR AN ENGINEERED SLAB IS REQUIRED FOR LOTS THAT HAVE GREATER THAN 2 FEET OF FILL. 9. ELECTRIC SERVICE AND STREET LIGHTING FOR THIS SUBDIVISION WILL BE PROVIDED BY COLLEGE STATION UTILITIES. 10. THE WATER SUPPLIER FOR THIS DEVELOPMENT IS THE CITY OF COLLEGE STATION. THE WATERLINES WILL BE DESIGNED TO CITY OF COLLEGE STATION SPECIFICATIONS AND STANDARDS AND WILL BE LOCATED IN UTILITY EASEMENTS AT THE FRONT OF THE RESIDENTIAL LOTS. THESE WATERLINES WiLL PROVIDE THE REQUIRED FLOW TO FIRE HYDRANTS TO MEET FIRE PROTECTION REQUIREMENTS. 11. A WATER DESIGN REPORT FOR THiS SUBDIVISION WILL BE PROVIDED PER CiTY STAUDARDS. 12. SANITARY SEWER SERVICE WILL BE PROVIDED BY THE CITY OF COLLEGE STATION AND SEWER LINES WILL BE LOCATED WITHIN THE RIGHT-OF-WAY. SOME SEWER LINE ARE LOCATED WiTHIN THE PARKLAND, BUT THEY ARE WITHIN A DEFINED PUBLIC LITilJYY EASEMENT. 13. MAXIMUM IMPERVIOUS COVER TO BE 65%. THIS MAXIMUM PERCENTAGE IS IN ACCORDANCE WITH THE DRAINAGE REPORT TITLED, "DRAINAGE REPORT FOR MIDTOWN RESERVE SUBDIVISION DETENTION ANALYSIS FOR GOEN TRACT ADDITION COLLEGE STATION, TEXAS", DATED MARCH 2O22 PREPARED BY SCHULTZ ENGINEERING, CERTIFICATE OF COUNTY CLERK MIDTOWN RESERVE ' Filed for Record �� �� �() SUBDIVISION PHASE 109 APPROXIMATE - official Public Records : (18843/37) • (L9o�L% l) LOCATION OF Brazos County Clerk �� Y ' On : 1/23/2026 11:07:31 AID 'V 11 COM�0 ' nK-LA 20R. LICK CREEK AND PrDE TRIBUTARY 10 In the PLAT Recordso Doc Number: 2026-1576866 Volume - Page: 20326 - 297 Number of Pages: 3 Amount: 79 nfl 1 1 5 3 11 r Order#: 20260123000051 I / ,� 46 47 48 4i 5+0 51 52 B�. P 3 � 54 / /'� / 55 fF 2 6 5.6 04, 9' 445.24' --� S4�° 2W 3WW - 205.0 ' l 11R11�.A �All BELTON LOOP 2.72 ac. County Clerk 36' ROW - 30' PAVEMENT _ BV SOUTHERN POINTE Brazos County, Texas W 2W 3WE 743AT - DEVELOPMENT, INC. CALLED 19 44 ACRE o � 1 2 3 4 5 6 `7 8 ct 15 m M Z _ _ LTON LOOP 24' ROW - 20' PAVEMENT r,�..,�- a �rrr~■r � ItrlriMM�rr •M Irlr�. COMMON - i AREA GRADING TYPE i I, 1i i AREA 0. 15 a� I 1 12 I �, ( 4 � 5� 6 I? BLOCK LOT AREA (SF) GRADING TYPE 40 8 3,050 B 40 9 3,050 B 40 10 2,500 B 40 11 2,500 B 40 12 3,050 B 40 13 3,050 B 40 14 2,500 B 40 15 2,500 B 40 16 3,050 B 40 17 3,050 B 40 18 23500 B 40 19 2,500 B 40 20 3,050 B 40 21 3,050 B 40 22 2,500 B 40 23 21500 B 40 24 37050 B 40 25 3,050 B 40 26 2,500 B 40 27 21500 B r w DOUBLE M®UNTAIl'V RD 3 j� i �S PROJECT Y LOCATION 6 NOT TO SCALE (19146/100) 9 10 11 12 13 14 tS lf-li 18 19 20 21 22 23 24 25 26 27 28 I� J GAn1 FF� 14. LOT 45, BLOCK 11 AND LOT 21, BLOCK 14, CANNOT TAKE ACCESS FROM TOLEDO BEND DRIVE. 15. NO LOT IS UNDER 2,400 SF. ft 115. TW FEDERAL SiNG ADMINISTRATION (FHA} LOT GRADING TYPES FOR EACH INDIVIDUAL LOT ARE SHOWN IN THE LOT TABLEq 17. THE FENCES ALONG ALL LOT LINES ADJACENT TO PARKLAND SHALL BE OPEN STYLE TO ALLOW VISIBILITY BETWEEN THE PARK AND THE ADJACENT LOTS. 18. THE FEDERAL HOUSING ADMINISTRATION (FHA) LOT GRADING TYPES FOR EACH INDIVIDUAL LOT ARE SHOWN IN THE LOT TABLE. 19. COMMON AREAS WILL BE OWNED AND MAINTAINED BY THE HOME OWNERS' ASSOCIATION (HOA). 20. ALL PARKS AND PARKLAND WILL BE MAINTAINED BY THE MMD. 21. THE OFF -SITE MULTI -USE PATS ON TEAS INDEPENDENCE PARK PROPERTY WILL BE CONSTRUCTED BY THE DEVELOPER WiTH PHASE 1.14 FINAL PLAT. THE OFF -SITE MULL -USE PATH WILL BE MAINTAINED BY THE CITY OF COLLEGE STATION. 22. THE PRIVATE DRAINAGE EASEMNTS 'WILL BE MAINTAINED BY THE HOA, HOMEOWNERS ASSOCIATION. FENCES, GRADING, LANDSCAPING AND STRUCTURES REQUIRING A BUILDING PERMIT CANNOT IMPEDE THE FLOW IN THE PRIVATE DRAINAGE EASEMENT. IT WILL BE THE RESPONSIBILITY OF THE HOMEBUILDER/HOMEOWNER TO INSTALL I AND MAINTAIN MESH WIRING. THE HOA WILL HAVE THE RIGHT TO ACCESS THE PRIVATE DRAINAGE EASEMENTS TO PERFORM MAINTENANCE AND CLEANING. 10 THIS PLAT WAS PREPARED TO REFLECT THE TITLE REPORT PREPARED BY UNIVERSITY TITLE COMPANY, GF NO. 2405025CS, DATED 10-13-2024. RESTRICTIONS AND EXCEPTIONS LISTED ON TITLE COMMITMENT ARE ADDRESSED AS FOLLOWS: • (14405/154 OPRBCT) RESTRICTIONS DO APPLY TO THiS TRACE". DECLARANT RESERVES THE RIGHT FOR DEVELOPER TO CREATE PUBLIC UTILITY EASEMENTS HAVING A MAXIMUM WIDTH OF 7.5 FEET ON EACH SIDE OF A WT,LINE. HOA BLANKET EASEMENT IS RETAINED OVER ALL DOTS AND COMMON AREAS FOR CONSTRUCTION AND MAINTENANCE OF COMMON CABLE TELEVISION AND SPRINKLER SYSTEMS, AND LANDSCAPING. • (15471 /24 OPRBCT) RESTRICTIONS AND SETBACKS IN SECTION 2-4 THROUGH 2-9 DO APPLY TO THIS TRACT BUT ARE NOT SHOWN HEREON. • (686/181 ORBCT; SEE 452/612 DRBCT) BLANKET ELECTRIC EASEMENT TO THE CiTY OF BRYAN DOES APPLY TO A PORTION OF THIS TRACT. • (747/837 DRBCT) 20' WIDE EASEMENT DOES NOT CROSS THI$ TRACT. • (14574/66 OPRBCT) BLANKET UTILITY EASEMENT TO THE CITY 0r COLLEGE STATION DOES APPLY TO A PORTION OF THIS TRACT. • (16366/29) VARIABLE WIDTH PUE TO THE CITY OF COLLEGE STATION DOES CROSS THIS TRACT AS SHOWN HEREON. • ALL OTHER TITLE REPORT ITEMS ARE MDT SURVEY RELATED ITEMS OR ARE NOT SHOWN HEREON. LEGEND PROPERTY BOUNDARY, RIGHT OF WAY I - LOT LINE -. ------ PUBLIC UTILITY EASEMENT (P.U.E) - -- -- --- -- -�--- - -- - - - --- -- PUBLIC DRAINAGE EASEMENT (P.D.E) - ----- ---- -- PRIVATE DRAINAGE EASEMENT (Pry'.) - - - PUBLIC ACCESS EASEMENT (P.A.E.) A PROXIMATE FLOOD PLAIN LIMITS ---------- - -- -- EXISTING PUBLIC UTILITY EASEMENT (P.U.E) - A EXISTING PUBLIC DRAINAGE EASEMENT (P.D.E) -- ISTINO PRIVATE DRAtNAGE EASEMENT (Pr.D.E) EXISTING PUBLIC ACCESS EASEMENT (P.A,E.) L CORNER - 1 /2" IRON ROD SET WITH BLUE PLASTIC CAPS STAMPED "KERR SURVEYING" UNLESS OTHERWISE NOTED RIGHT OF WAY CENTERLINE "X" SET IN CONCRETE BLOCK LABEL (CM) CONTROLLING MONUMENT FOUND AND USED TO ESTABLISH PROPERTY LINES OPRBCT OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS () RECORDING INFORMATION ROW RIGHT-OF-WAY v 40 U 264 .6 -27.02 TBELTON LOOP 24' ROW - 20' PAVEMENT J �O - COMMON � y. ' .� Q O)VN RESERVES BD ON AREA 46 / 8 9 10 1 1 12 13 14 15 16 17 18 19 20 21 0.086 ac. � 4� 41 FF= PHASE 114 262.0 BLOCK ! • a GRADING - i # •0 -6 1 i • S39 `7`t a .0f 25*W-N/F CITY OF COLLEGE STATION CALLED 66.32 ACRES 4480/135 BLOCK LOT AREA (SF) GRADING TYPE 41 20 21400 B 41 21 L21800 CERTIFICATE OF OWNERSHIP ANO DEDICATION 20,,314 ACRES a " -264.52� CERTIFICATE OF THE SURVEYOR08 W • 122 LOTS STATE OF TEXAS r COUNTY OF BRAZOS BLOCK 1 1, LOTS 45-55 - 1, Michael Konetski, Registered Professional Land Surveyor No. 6531, in the State of BLOCK 13, LOTS 8-17 - ► Texas, hereby certify that this plat is true and correct and was prepared from an 9 actual survey of the property and that the property markers and monuments were BLOCK 14, LOTS 1-14 & 21-2.9 placed under my supervision on the ground. f' R.P.L.& No. 6531 STATE OF TEXAS CERTIFICATE OF OWNERSHIP AND DEDICATION COUNTY OF BRAZOS STATE OF TEXAS i• 9 P College Station Down Residential, LLC, owner End developer of the land shown COUNTY OF BRAZOS on this plat, and designated herein as the Midtown Reserve Subdivision Phase 114, to t Wallace Phillips, Manager of BV Southern Pointe Development. wner and the City of College Station, Texas, and whose name is subscribed hereto, hereby develo developer of the 'land shown on this plat, and designated herein as Inc.,a the Midtown dedicate to the use of the public forever all streets, alleys, parks, greenways, P P g infrastructure easements and public laces thereon shown for the purpose and Reserve Subdivision Phase 114, in the City of College Station, Texas, and whose name ' P P P P is subscribed hereto, hereby dedicate to the use of the public forever all streets, consideration therein expressed. alleys, parks, greenways, infrastructure, easements. _-and public places thereon shown College Station Downtown Residential, LLC for the purpose and consideration therein expressed. By: Greens Prairie Investors, �LtQ , its Manager T BV Southern Pointe Development, Inc. By: Greeps Prairie Associates, , , , General Partner r .:..- - - - _--_ s y. Wallace Phillips, its Manager �- B Wallace Phillips, Manager STATE OF TEXAS COUNTY OF BRAZOS STATE OF TEXAS COUNTY OF BRAZOS Before me, the undersigned authority, on 'this clay personally appeared Wallace Phillips, Manager of Greens Prairie Associates, LLCM, General Partner of Greens Prairie Investors, Before me, the undersigned authority, on this day personally appeared Wallace Phillips, Ltd., Manager of College Station Downtown Residential, LLCM, known to the manager of BV Southern Pointe Development, Inc., known to me to be the person person whose name is subscribed to the foregoing instrument, and acknowledged' to whose name is subscribed to the foregoing instrument, and acknowledged to me that e that-h 1 purpose and consideration therein stated. he executed the some for the pur ose and consideration therein stated. `\ GIs _z - �„m,_,,,,,...,.,.....�-........,.....,,r_ ; �./ e jq0t o 2 v t� a r m _- day o f , 20--- of • ...' r m bZ, fi� (k b L 6�R --- Y 4f -- ....., �� `� ' �, PAS Y Z • , ` Y,ate �op .s�•/®o _ t r y uj,01'' t� ,L,{ a • " I ® Expire,", -5 �Ipr a,. 2 100, �� t 9 . ,P ..,. . t8�359 tl �-� I(11, 1{tltl iootar Public Brazos Count Texas OM, 414avol�n Notary Public, Brazos County,`ex11 �Irltltltl,tl Y y BLOCK 15, LOTS 1-29 BLOCK 40, LOTS 1-28 BLOCK 41, LOTS 1-21 COMMON A�;EA S 46 & �► 0 PARKLAND FF, GG, & X BEING A. PORTIOl` OF THE REMAINDER OF A CALLED 111.679 ACRE TRACT VOLUME 144051,PAGE 186, OPRBCT, A PORTION OF CALLED 3 3.342 ACRE TRACT VOLUME 16558, PAGE 80 OPRBCT AND A PORTION OF A CALLED 19.44 ACRE TRACT OLUME 19146, PAGE 100 OPRBCT TIHOMAS CARUTHERS LEAGUE STJ VEY, A-9 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE 1 " - 80' CCTOBER, 2025 OWNER./DEVELOPER: SURVEYOR: ENOINFE : College Station. Downtown Residential LLC SCHULTU EY 1" 1140 Midtown Drive � Wilege Station, TX 77845 TBPrNO. 12327 (979) 690-7250911 Kerr Surveying.LLC SOUTHWEST PKWY E. OWNER: 1718 Bri arcrest Dr College Station,; Texas 77840 Bryan TX 77802 0 BV Southern Pointe (979) 268-3195 (979) 764-3900 Development, Inc. TBPELS FIRM # 10018500 1 140 Midtown Drive SURVEYS(c KERRSIJRVEYING.NET College Station, TX 77845 KERR JOB 24-1148 5HfET i OF (979) 690-7250 it '� , ' , • A ..s ', , � - ,_ • . - 1 .._._... ... -I Pl 01 sC (19243/171 " 14 t41' 42mmomm� 59 E 1 10.00 �i . 1 /2" IRON ROD FOUND (CM) WITH CAc o Q D r --•----- 4 MIDTOWN RESERVE SUBDI VISION w PUE E 00 �- 10 PUE BLUE PLASTIC CAP 18 �, PH AS[-,,' 113 "'KERR � � 13 l � STAMPED z 5' PUE 1 ao 0) 4- SURVEYING 5 PUE Pt 10 PUE 14 0 • 10 PUE .10 o 19243 171 119243 1 ( / ) 4 a....... 19243 171 ( % ) • ........_.... L L7 MIDTOWN RESERVE " SUBDIVISION PHASE 110 w 19243/171Lq R �[ COFFEE MILL LANE ''' COFFEE MILL LANE N43° 29' 39�E GO ,a 1 /2 IRON ROD Y SZ___ - _ 221.77' FOUND CM WITH O BLUE PLASTIC CAP • 55 ROW - 30 PAVEMENT 55' ROW - 30' PAVEMENT :a STAMPED KERB • SURVEYING" s N4029' 3W .. L 9 23.5 1' 40.00' 40.00' 40.00' 24•9' 40.00' . ::� ® O 1.0' PUE w CD w CD- - 10' PUE ( 19243 171 / ) 5 t_ PUE � ' , 10 PUE ' ' O O O CD � ; 1 U MIDTOWN RESEW SION (19243/171) 5 PUE 0 0 CD (19243/171) (19243/177Y PHASUBDSE 110 O N N � r (19243/171) ' 10 PUE 15 16 17, 18 19 2�' ® 1 d ® 44 43 42 41 40 9_ 10_ 11 1 13_ 14 �I NI I , � NI -� ! �, r-1 /2 IRON ROD/, I (04I d ;1 5' PUE'` r, ,•1 A -7 14 -74 N 1 LINE TABLE LINE # LENGTH DIRECTION 11 130.41' N66' 11' 07"E L2 28.60' N 43' 29' 39"E L3 35.68' N870 42' 25"E L4 55.00' N 41 ' 42' 50 L5 10. 52' N 48` 171 01 *W L6 110.00' N 42' 17' 23"E L7 85.05' N 43° 29' 39"C L8 55.00' S46' 30' 21 "E L9 55.11' N43' 29' 391 L10 120.00' S46. 30' 211 L11 93.68' N12° 04' 0511W L12 93.77' t' 39' 45"E L13 26.73' N 4' 13' 18"E L14 34.80' S2' 2S 41 "E L15 63.98' S6' 39' 45W L16 2 4. 05' N 6' 9* 45*E L17 35.90' N 87° 36' 19"E LINE TABLE LINE # LENGTH DIRECTION L18 48.31' N43° 29' Li 81- 88' N 46' 30' 21I "W L20 52.11' S85' 51' 4711W L21 35.90' S87' 36' 1,9"W . L22 75.05' N 48' 17' 01 "W L23 75.05' S48° 17' Cr*E L24 34.80' S2' 23' 41" L25 35.90' S87' 36' 19"W L26 34.80' N2° 23' 41"W L27 85.05' S43' 29' 39*W L28 35.90' S87' 36' 19'W L29 24.91' N30' 57' 06)low L30 35.90' S87' 36' 1 L31 50.05 Nato 17 Cl "W L32 34.80' N2' 23' WIN L33 35.36' N 88' 29' 39"E L34 37. 00' S46 ° 30' 21 "EMagma - LINE TABLE LINE LENGTH DIRECTION L35 38.85' N 20° 23' 04" W L36 55.86' N 6' 39' 45"E L37 54.50' S468 30' 21 "E L38 39.75' NBX 3W 15" L39 18. 23' N 48' 17' 01 "W L40 109.43' N83" 20' 15"W L41 159.64' N6° 39' 45"E L42 50.54' N 28' 36' 04"E L43 .30. 7* N 48"! 17' 01 "W L44 15. rr N 46' 30' 21 "W L45 11.33' N 70. 14' 08"W L46 24.14 N60 14'08ax W L47 40.30' S55' ''' 26"E L48 58.64' 2 W Oi L49 45.20' S81' 20' 3' L50 6 2.09' N 75' 19' 25"' L51 24.13' Nl* 111' 46"W LINE TABLE LINE # LENGTH DIRECTION L52 36.46' N 87' 28' 15"W L53 28- 80' S87° 28' 15"E L54 36.9 2' N 8' 38' 01 "E L55 61.25' N 20° 30' 56 "W L56 55.44' S77' 27' 43"W L57 65.56' N40' 05' 471'W L58 38-28' N 5' 15' 38"E L59 25.04' N 50' 17' 41 "W L60 70.35' N20* 53' 56"E L61 58.26' S28° 53' 59"E L62 29.65' S28' 39' 34"E L63 36.75' S6' 02' 55"E L64 55.50' S85' 51' 47"W L65 10.04' S0' 07' 20"W L66 62.29' N43' 29' 39"E L67 23.51' N45° 36' 14"W L68 16.06' S38' 30' 32"E Curve Table CURVE # LENGTH RADIUS DELTA TANGENT CHORD RD DIRECTION C 1 90.10' 227.50' 022`41 *26" 45.65' 89.51 ' N54'50'23"E C2 4•73TO 472.50' 1362.501 000'�$4'23" 2.36' 4.73' N 47' 59' 49 "W C3 3.63' 000'3423" 1.81 3.63' r *4 0E C4 81.96 127.50' 036'49'54" 42.45' 80.56' S25004'42"W C5 9• 32' 25.00' 020°40'57" 4.56' 8.98' 17•00' 13"W 06 229.52' 50.00' 263000'29" 156.51 ' 74.89' N75050'27"E C7 27.19' 25.00' 062' 19'32 15.12' 25. 7' N24.30$01 "W C8 46.6 1' 72.50' 036'49'54" 24.14' 45.81 ' N2 *04I42" C9 97.39' 62.00' 090'00'00806 2.00' 87.68' NO1030'21 "W C 10 59.69' 38.00' 090'00'001" 38.00' 53.74" SO 1.30'21 "E 11 1111►4.' 100.00' 036'49'54" 33.30' 63.18' 1,425104'42"E C12 54.98' 35.00' 090' '00a, 35.00' 49.50' N88.29'39"E +13 78.54' •00' 090'00'00"' 50.00' 70.71 ' 01030'21 "E 7 FOUND CM WITH _ 10' I'UE �, 7� T -- - , LO CDo ® ( ) z �.-� 10 P'1 „� 10' PUE COMMON AREA 20R 20' 1' U E 2 0' PA E •• BLUE PLASTIC CAP 19243 01 ' (18843/37) 20 PUE 5' PUE (18843/37) (14) ( 1 { 19 243/171 18843 37 AND PrDE � (18843 f 3�� O ° , O O STAMPED KERR 20 PUE 20 PUE tin ( / ) { } coo C0 c0 t0 tSa ,a 1 7 / - �-- ¢ SURVEYING (19243/171) (9243/1 1) MIDTOWN RESERVE 10' PUE E 10' PUE ' SUBDIVISION PHASE 10'9 WIDTH 12.05 wasNAZ (18843/37) r43 29 2 44.79 38.88 29' 39'E - 932.71' ( VARIES 83.25' 98.46' 19.58' ; .� s 37.36 17.57 ' 22.43 23 157' 16.43' 14., 07 25.93' 25.00' 20.07' 30.50' 25.00' 25.00' 30.50' 30.50' 25.00' 25.00' 20 27.51 ' 27.51 ' 38.67' 25.00' ►. 30.50' 30.50' 25.00' 25.00' 30.50' 108.61 ' 33.84' 41.28' • *213.33' ' r PUE .*.__._ .:.... 13.54' 15' 00 z 7.43 8.07 1:43► 4.57 1€ . 43 c010' PUE P • ' I Z + PU 10 PUE 10 PUE rn - 10 PUE II P\ PUE tK �n I w IINw I ( II IwN NrN I N 11 I 53 1 � ' • • `� PUE al 10� ' 6\%- 0 r- r- �K I WIDTH yr cC4 45PUE ® � O C4 O .�/ �' VARIES O O O O OIO © Il0w w w CD OCD OOOOCD CD d CD CD CD � 023 01 22 0 24 O 3 U 51 0 52N�° Il► O 0 ® 6 O ® O O ^D® O ® O 0 '0 0 25 0�0 ro I� n � ro ro Oro O to O r� O O OI O I OI OI O O I OI O !OI O O iOI OI i O) O O I CJ OI O1110 Woo !^� Q ° r' ° c- ° �1r- ° r- ° ° r- ° T- ° ° ° ° ° r- ° r-- • C,+ In �J/ Tom ° r ° ° �- ° '�" ' ° �- ° , =J w` ' / •" '4V .0 \.1/ ti./ ' i D Q0 � (0 0 (0 W \D `i./ 0 (01 V✓' I�i • �1 0 t1./ zo (D t1/ W tit/ (1/ �� ` , • ♦ ♦ e N t' N t �-- Nt Nt Nt ' t' Q � \\\ 55 x -O o h, 5 PUE Z Z Z Z Z Z Z Z Z Z Z Z z, �. Z Z Z Z Z '�. ° - -, Pt �- 5 PU - -���/ 4, FF'" / .c>`� . ' ^ PRIVATE TE .+SCALE IN MET 0� PUE 10' PUE - 10' PUE / /° 265.6 EASEMENT - �''� END a a a a r a a r a a a a a f Op a a � a a a �, � 0.57 7 25.00 30.50 30.50 Z .o 30.50 30.50 25.00 30.50 30.50 25.00 25.00 30.50 30.50 25.00 2-5.00 1 .� r k 25.00 25.00 30.50 30.50 25.00 25.00 30.50 CP O t, L Nwo 3 W 2W 39 W - .24PAE SAO 29 39 W - 205.07 -' PARKLAND FF �o- 10' PUE 2.722 ,® ac. CC BELTON LOOP BELTON LOOP BELTON LOOP °C ' N43° 2W 39'E `'+� '6' / 550.26' � 248.23' .• 20.81 ' ' / PUE f mil'►' ROW - 30' PAVEMENT 55' ROW - 30' PAVEMENT $W - 30' PAVEMENT N 29 39 E - 743.3If- - A_ 10' . ' i S46° 23' 0'"',►-•- , a a a a a a a a a a a a a a a ! a a a a a a a a 6.66 14.66 25.00 25.00 30.50 114 25.00 25.00 30.50 30.50 25.00 25.00 30.50 30.50 25.00 25.00 30.50 30.50 25.00 25.00 30.50 30.5 25.00 25.00 30.50 30.50 25.00 25.00 PAE �. 10 PUE - PUE 12.47' �- �.-�' ,,% g' ' N/F ,► BV SOUTHERN POINTE Col �' „ �., 105 •� DEVELOPMENT, INC. cn ' W W W W L�' Uj W W LW W W W W W W W l W W W W W W W L I W W PUE 22� g E �� CALLED 19.44 ACRE r-+ 5 PUE 2 w n w w w h w w w w w n w w w w w w w w _•,� to � � �. � p CO `J . �-- 10 PUE _- �- � c- T- r- �- �- r- �- �- 19146 100 U lo d w N N N CM Chi w C n N w N N w N w N n N w N w Ctf w N - (4 "' C4 w N w N ^ CN " C4 w N w N w N " N " CN w N -� tC) 7 3 , 0j K; O O O O ® O O O O O O O O 0 O O O O O O O �, -- Olw 0Iw Olw w Olw Olw ®Iw Olw Iw c�lw OI- OI^ Olw Olw ®Iw ®w w OI^ ®Iw Olw � �. 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LOT CORNER - 1 /2" IRON ROD SET WITH BLUE PLASTIC CAPS STAMPED "KERR SURVEYING" UNLESS OTHERWISE NOTED RIGHT OF WAY CENTERLINE "X" SET IN CONCRETE BLOCK LABEL (�M) CONTROLLING MONUMENT FOUND AND USED TO ESTABLISH PROPERTY UNES OPRBCT OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS (} RECORDING INFORMATION ROW RIGHT---0 w - COMMON w w w w w w w w w w , • jjj ' w w w w w w w w ^ w w w w w w w h w /� AREA 46 1b '- COMMON V., ON w L V w t V w 1 �I w ., N w N w N h N w N w N w c�1 w N w � w N w N w col w � w N w N „ w Col Col rc) �20' PRIVATEAREA 50 0 O O O O O O O O O O O O O O O O O O O 0.086 ac. Dc' �,�°► Iw I.. Iw Iw Iw Iw Iw I^ In I^ Iw Iw Iw A Iw Iww I^ w DRAINAGE oI O o 0 0 o 0 0 0 0 o O o 0 0 0 0 0 O O o. 15 ac. o I 0 2 0 3 0 4 • . 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PHAS 114 `ti 81 N 43. 29' 39 "E 621.80' 107 ' ... _ �. _ _.... .. ...... 20.314 ACRES .._ .....,..._.. a 40.57 �w - 264.52 PUS • 36.6 43 �8 25 PUE PARKLAND FF r 122 LOTS N/F CITY OF COLLEGE STATION 41/22.722 ac• 2 IRON ROD CROSS TIE CALLED 100.64 ACRES � FOUND FOUND BLOCK 11, LOTS 4���-55 692 7 /22s � _ 0 � Sag 34?25W N/F BLOCK 13, LOTS 8-17 CITY OF COLLEGE STATION CALLED 80/1 ACRES 4480/135 BLOCK 14� LOTS I -1 21-29 �'' � •- -T T _Y .0" jr-V -T -W rTmI X 7' JL Ar- A{ If� BLOCK 15 LOTS 1 29 FIELD NOTES DESCRIPTION OF A 20.314 ACRE TRACT THOMAS CARUTHERS LEAGUE SURVEY, ABSTRACT9 COLLEGE STATION, BRAZOS COUNTY, TEXAS_. . I A FIELD NOTES DESCRIPTION OF 20.314 ACRES IN THE THOMAS CARUTHERS LEAGUE SURVEY, ABSTRACT No. 9, IN COLLEGE STATION, BRAZOS COUNTY, TEXAS, BEING A PORTION OF THE REMAINDER OF A CALLED 111.679 ACRE TRACT DESCRIBED IN A DEED To COLLEGE STATION DOWNTOWN RESIDENTIAL, LLC IN VOLUME 14405, PAGE 186 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS (OPRBCT) AND A PORTION OF A LLED 19.44 ACRE TRACT DESCRIBE IN A DEED TO BV SOUTHERN POINTE DEVELOPMENT, INC. VOLUME 19146, PAGE 100 (OPRBCT) AND A PORTION OF A CALLED 33.342 ACRE TRACT DESCRIBED IN A DEED TO COLLEGE STATION DOWNTOWN RESIDENTIAL, LLC IN VOLUME 16558, PAGE 80 OPRBCT); SAID 20.314 ACRES BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS A FOLLOWS, BEGINNING at a point on the southeast right-of-way of Livingston Drive (55' wide right-of-way, 18505/285 OPRBCT) and on a northwest .ice of said remainder of 111.679 acre tract; for reference, the City of College Station GPS monument CS94-130 bears N 65' 19' 41' W a distance of 7,152.20 feet; THENCE, with said southeast right-of-way of Livingston Drive and with said remainder of 111.679 acre tract for the following four (4) courses and distances: 1) N 66 40 110 7" E a distance of 130.41 feet to a 1 /2 inch iron rod found (all 1 /2 inch iron rods found with blue plastic caps stamped `KERR SURVEYING" unless otherwise noted); 2) With a curve to the left having a radius of 227.50 feet, an arc length of 90.10 feet, a delta angle of 22Q 41' 28", and a chord which bears N 54' 50' 23" E a distance of 89.51 feet to a 1/2 inch iron rod found; 3) N 43° 29' 9" E a distance of 28.60 feet to a 1 /2 inch iron rod found; 4) N 87' 42' 25" E a distance of 35.68 feet to a 1 /2 inch iron rod found; THENCE, with the current end of right-of-way of Lady Bird Lane (55' wide right-of-way, 18505/285 OPRBCT, N 41. 42' 59" E a distance of 55.00 feet to a 1 /2 inch iron rod found; THENCE, with the northeast right-of-way of said Lady Bird Lane with said remainder of 1111•1679 tract (19146/100 OPRBCT) marking ,south corner of said Lot 15, Block 14; acre tract for the following two (2) courses and distances: THENCE, partly with said Phase 110 and partly with Phase 109, common with said 19.44 acre 1) N 48' 17' 01" W a distance of 10.52 feet to a 1 /2 inch iron rod found; tract, N 43' 29' 39" E a distance of 932.71 fad to a point on the southeast riti " of omI"�"ian 2) With a curve to the right having a radius of 472.50 feet, an arc length of 4.73 feet, a Area 20 of Phase 109; delta angle of 00' 34' 23", and a chord which bears N 47° 59' 49" W a distance of 4;.73 feet to a 1 /2 inch iron rod found on said right-of-way marking the south corner of Lot THENCE, severing said 19.44 acre tract for the following two (2) courses and distances: 7, Block 13, Midtown Reserve Subdivision Phase 107 (18505/285 OPRBCT); 1) S 06' 11' 39" E a distance of 195.27 feet to an angle point; THENCE, with the southeast line of said Lot 7, Block 13, N 42' 17' 23" E a distance of 11 •00 2) S 18- 59' 10" E a distance of 248.04 feet to a point on the northwest line of a called feet to a 1 /2 inch iron rod found on a southwest curve of Lot 27, Block 13, Midtown Reserve 66.32 acre tract described in a deed to the City of College Station, Texas in Volume Subdivision Phase 110 (19243/171 OPRBCT) 4480, Page 135 (OPRBCT); THENCE, with said Phase 110 and said remainder of 111.679 acre tract for the following two (2) THENCE, with the northwest lines of said 6.32 acre tract common with the southeast lines of courses and distances: said 19.44 acre tract for the following two (2) courses and distances: 1) With a non -tangent curve to the left having a radius of 362.50 feet, an arc length of 1) S ,38' 43' 08" W a distance of 264.52 feet to a cross tie found for angle point; 3.63 feet, a delta angle of 00' 34' 23", and a chord which bears S 47' 59' 49" 0 2) S 38- 34' 25" W a distance of 539.01 feet to a 1 /2 inch iron rod found with no cap distance of 3.63 feet to a 1 /2 inch iron rod found; marking the west corner of said 66.32 acre tract, the north corner of a called 100.64 2) S 48' 17' 01" E a distance of 405.94 feet to a 1 /2 inch iron rod found; C acre tract described in a deed to the City of College .station, Texas in Volume 6927, Page 226 (OPRBCT), and the east corner of a said remainder of 111.679 acre tract (14405/186 THENCE, with Lot 18, Block 13 of said Phase 110, common with said remainder of 111.679 acre OPRBCT); tract and said remainder of called 33.342 acre tract (16558/80 OPRBCT), N 43' 29' 39" distance of 85.05 feet to a 1 /2 inch iron rod found marking a corner on the end of Coffee THENCE, with said 100.64 acre tract and said remainder of 111.679 acre tract S 77' 55' 55" W Mill Lane (55' wide right-of-way, 19243/171 OPRBCT); a distance of 1,100.13 feet to a point.. for Mir'; THENCE, with said right-of-way of Coffee Mitt LGne and said remainder of 33.3142 acre t000THENCE, severing said remainder of "t. 79 acre tract for the following six (6) courses and for the following two (2) courses and distances: distances_ , 1) N 12' 04 „ Q5 W a distance of feet; S 46' 30' 21" E a distance of 55.00 feet to a 1 2 inch iron rod found; 1 ) / 2) N 53� 27' 01" E a distance of 288.4 feet* . " est 2 N 43' 29' 39E a distance of 55.11 feet to a 1 2 inch iron rod found marking the t / 3 ) N Os' 39' 45" E a distance of �7 i career of Lot 15, Block 14, Phase 110; 4 N 83" 20' 15" W a distance of 162.64 feet; ) 5) N 04' 13' 18" E a distance of 2.&73 feet; THENCE, with said Lot 15, Block 14 and said remainder of 33.342 acre tract, S 46' 30' 21" E a 6) N 23' 48' 53" W a distance of 262.52 feet to the POINT OF BEGINNING hereof and distance of 120.00 feet to a 1 /2 inch iron rod found on the northwest line of said 19.44-'Oere containing 20.314 acres of land, more or less. gloom EJ a---- -- f MUD OUBL.E .MOUNTAIN RD F' 5 10-1 -g N35 PROJECT LOCATION NOT TO SCALE BLOCK 40, LOTS 1-28 BLOCK 41, LOTS 1-21 COMMON AREAS 46 & 50 PARKLAND FF. GG, & X BEING A PORTION OF THE REMAINDER OF A CALLED 111.679 ACRE TRACT VOLUME 1440 , VAGE 186, OPRBCT, A PORTION OF CALLED 33.342 ACRE TRACT VOLUME 16558, PAGE 801, OPRBCT AND A PORTION OF A CALLED 19.44 ACRE TRACT VOLUME 19146, PAGE 100 OPRBCT T-IOlVIAS CARUTHERS LEAGUE SURVEY A-9 COLLEC�I*E STATION, BRAZOS COUNTY, TEXAS SCALE 1 " = 40' OCTOBER, 2025 O TTER/DEVELOPER: S NEYOR: EN40AN,F,F,R: College Station Downtown Residential LLC UC 1140 Midtown Drive` College Station, TX 77845 TBPE NO. 12327 Kerr �urti-eying, LLC (979) 690-7250 911 SOUTHWEST PKWY E. 1718 Briarcrest Dr College Staflon, Texas 77340 O�ER: Bryan, TX 77802 ... BV Southern Pointe (979) 268-31.95 (979) 764-3900 Dcvelopment, Inc. TBPELS FIRM # 10018500 j 1 140 Midtown Drive SURVEYS(c KERRSURVEVING-NET College Station, TX 77845 KERR JOB 24-1148 SHEET 3 OF 3 (979) 690-7250