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Home My WebLink AboutMIDTOWN CITY CENTER PH60250 25 0 50 SCALE IN FEET CITY OF COLLEGE STpT{ON MONUMENT CS94-13046 9 76, BEARS. N54' 47' 38 a 1/2 INCH IRON ROD FOUND BEARS S61' 21' 36"W, 1.02' 1 10' PUE- (15672/270 OPRBCT) N/F i 4121 MIDTOWN OFFICE PARK LLC 15556/193 OPRBCT LOT 2, BLOCK 35 MIDTOWN CITY CENTER I SUBDIVISION, PHASE 601 15575/72 OPRBCT ZONED PDD POINT OF BEGINNING 1/2 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED "KERR 4502" FOUND (CM) I 20' PUE I I (15575/72 OPRBCT) I 20' PUE ( i2b, (15575/72� OPRBCT) -, - Z -- I ( I I L I _ i I I 11 1? 3 14 I 10' PUE 10' PUE (12 (15672/270 I a0 W OPRBCT) OPRBCT) X. 15' PUE `a (15575/72 JC35 I I I n - OPRBCT) I ,c COMMON ARL:A 21 10' PUE 20.03' AND PAE' (15575/72 I OPRBCT) 1 1 0.37' 15.50' 1/2 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED "KERR 4502" FOUND (CM) 55.00' 0� MIDTOWN DRIVE 100' R.O.W. DEDICATED (13938/227 OPRBCT) 24' R.O.W. DEDICATED (14147/149 OPRBCT) PAVEMENT WIDTH VARIES 851.70' 10' PUE (15672/270 OPRBCT) 35 LOT 1 9.47 AC. N/F COLLEGE STATION TOWN CENTER, INC. REMAINDER OF A CALLED 86.301 ACRES 14296/025 OPRBCT 1/2 INCH IRON ROD WITH BLUE PLASTIC CAP STAMPED "KERR SURVEYING" FOUND (CM) N/F ROCK PRAIRIE MANAGEMENT DISTRICT NO. 2 17614/047 ZONED PDD N/F 12. THE WATER SUPPLIER FOR THIS DEVELOPMENT IS CITY OF ROCK PRAIRIE 1. BEARING SYSTEM SHOWN HEREON IS BASED ON THE COLLEGE STATION. THE WATERLINES WILL BE DESIGNED MANAGEMENT TEXAS COORDINATE SYSTEM OF 1983, CENTRAL ZONE AND CONSTRUCTED TO CITY OF COLLEGE STATION DISTRICT NO. 2 (4203), GRID NORTH AS ESTABLISHED FROM GPS SPECIFICATIONS AND STANDARDS AND LOCATED UNDER 17614/047 OBSERVATION USING THE LEICA SMARTNET NAD83 (NA201 1) DURHAM LOOP. THESE WATERLINES WILL PROVIDE THE ZONED PDD EPOCH 2O10 MULTI -YEAR CORS SOLUTION 2 (MYCS2). REQUIRED FLOW TO FIRE HYDRANTS TO MEET FIRE PROTECTION REQUIREMENTS. 2. DISTANCES SHOWN HEREON ARE SURFACE DISTANCES UNLESS OTHERWISE NOTED. TO OBTAIN GRID DISTANCES 13. DURHAM LOOP SHALL HAVE BIKE LANES. (NOT AREAS) DIVIDE BY A COMBINED SCALE FACTOR OF 14. THE BASE FLOOD ELEVATION FOR THIS TRACT IS 273.00'. 1.000101213843155 (CALCULATED USING GEOIDI2B). FINISHED FLOORS FOR ANY STRUCTURE ON LOT 1 ARE TO 3. THIS TRACT LIES WITHIN FLOOD ZONE 'X' UNSHADED AND BE SET AT MINIMUM 275.00'. 'AE' AND DOES PARTIALLY LIE WITHIN A SPECIAL FLOOD 15. THIS SURVEY PLAT WAS PREPARED TO REFLECT THE TITLE HAZARD AREA SUBJECT TO THE 1 % ANNUAL CHANCE COMMITMENT ISSUED BY FIRST NATIONAL TITLE INSURANCE FLOOD (100 YEAR FLOOD PLAIN) ACCORDING TO THE COMPANY, GF NO. 25-894907-NJ, EFFECTIVE DATE: BRAZOS COUNTY FLOOD INSURANCE RATE MAP (FIRM) 12-28-2025 AND THE NOTHING FURTHER CERTIFICATE PANEL NO. 48041CO310F, REVISED DATE: 04-02-2014, ISSUED BY CAPITAL TITLE, GF NO. OE-13799, CREATION REFERENCED ON 12-09-2025. DATE: 08-31-2026. ITEMS LISTED ON SCHEDULE B ARE ADDRESSED AS FOLLOWS: 4. 1/2" IRON RODS WILL BE SET AT ALL LOT CORNERS AND ANGLE POINTS UNLESS NOTED OTHERWISE. ITEM 10f: EASEMENTS SET OUT IN THE RESTRICTIONS RECORDED IN VOLUME 15520, PAGE 5. DISTANCES SHOWN ON CURVES ARE CHORD LENGTHS. 269; VOLUME 15649, PAGE 90; VOLUME 16757, PAGE 26; VOLUME 16835, PAGE 11 AND VOLUME 6. ZONING FOR THIS TRACT IS PLANNED DEVELOPMENT 19232, PAGE 40 (OPRBCT) DO NOT AFFECT THIS DISTRICT (PDD). THESE LOTS ARE NON -SINGLE FAMILY TRACT. RESIDENTIAL LOTS. 0 ITEM 10h: EASEMENT TO THE CITY OF BRYAN RECORDED IN VOLUME 98, PAGE 325 (DRBCT) DOES 7. ALL LOTS WILL MEET SETBACK AND OTHER REQUIREMENTS AFFECT THIS TRACT. THIS EASEMENT IS BLANKET IN AS SPECIFIED IN THE PDD ZONING. THE BASE ZONING NATURE AND NOT PLOTTABLE. DISTRICT IS MIXED USE. • ITEM 10bb: EASEMENT TO THE CITY OF COLLEGE STATION RECORDED IN VOLUME 15672, PAGE 270 8. COMMON AREAS WILL BE MAINTAINED BY THE OWNER OF (OPRBCT) DOES CROSS THIS TRACT AS SHOWN RECORD OR THE PROPERTY OWNERS' ASSOCIATION (POA) HEREON. • TEMPORARY PRIVATE DRAINAGE EASEMENT (15649/99 9. COMMON AREA 51 USAGE SHALL BE FOR DRAINAGE, OPRBCT) WAS RELEASED (20757/81 OPRBCT) AND STORM WATER CONVEYANCE AND PUBLIC SHARED USE DOES NOT CROSS THIS TRACT AND IS NOT SHOWN PATH ONLY. HEREON. 10. NO CONSTRUCTION LANDSCAPING GRADING OR TEMPORARY PUBLIC ACCESS EASEMENT (15672/253 1/2 INCH IRON ROD WITH STRUCTURES SHALL IMPEDE, CONSTRICT, OR BLOCK THE OPRBCT) WAS RELEASED (20754/29 OPRBCT) AND BLUE PLASTIC CAP STAMPED FLOW OF WATER IN ANY PRIVATE DRAINAGE EASEMENTS. DOES NOT CROSS THIS TRACT AND IS NOT SHOWN "KERR SURVEYING" FOUND (CM) HEREON. 11. ELECTRIC SERVICE AND STREET LIGHTING FOR THIS ALL OTHER ITEMS ARE NOT SURVEY ITEMS AND/OR SUBDIVISION WILL BE PROVIDED BY COLLEGE STATION ARE NOT ADDRESSED BY THIS PLAT. UTILITIES (CSU). FIELD NOTES DESCRIPTION % N/F OF A �dl ROCK PRAIRIE 10.35 ACRE TRACT N/F ROCK PRAIRIE DISTRICT MANAGEME T2 COLLEGE STATION TOWN THOMAS CARUTHERS LEAGUE SURVEY, ABSTRACT 9 ROCK PRAIRIE MANAGEMENT 0.546 AC. CENTER INC. COLLEGE STATION, BRAZOS COUNTY, TEXAS MANAGEMENT DISTRICT NO. 2 17614/047 PORTION OF THE REMAINDER DISTRICT NO. 2 CALLED 0.9986 ACRES ZONED PDD OF A CALLED 24.352 AC. A FIELD NOTES DESCRIPTION OF 10.35 ACRES IN THE THOMAS CARUTHERS LEAGUE SURVEY, ABSTRACT 9, 0.546 AC. 14945/240 14296/025 OPRBCT IN COLLEGE STATION, BRAZOS COUNTY, TEXAS, BEING A PORTION OF THE REMAINDER OF A CALLED 24.352 17614/047 ZONED R ZONED PDD ACRE TRACT OF LAND DESCRIBED IN A DEED TO COLLEGE STATION TOWN CENTER, INC. RECORDED IN ZONED PDD VOLUME 14296 PAGE 25 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY TEXAS (OPRBCT); SAID 50' PAE & LANDSCAPE EASEMENT (15672/230 OPRBCT) 1 10' _ PrDE 10.84' / �6 f L �✓. Li 5. 11�L L6 20' PrDE S49' 26' 22"E 214_27' �v _ 43' _ 55"E - _ 198.19' L1 S49' - - - �� COMMON AREA 51, Ile-.�/- - L18_ �-_ - S49' 26' . 22"E 219.88� ' PrDE AND PAE - 0.20 AC. �- S49' 43' 55"E 198.52 � L9 _ 650.01 ' N47,52! -82W138.10' ' - /'�' 10' PUE N/F r M.D. WHEELER, LTD. • (15386/84 1 LOT 1, BLOCK 1 OPRBCT) M.D. WHEELER, PHASE ONE 1/2 INCH IRON ROD WITH 15386/84 OPRBCT ll�BLUE PLASTIC CAP STAMPED ^� - CERTIFICATE OF THE SURVEYOR CERTIFICATE OF COUNTY CLERK "KERR SURVEYING" FOUND CM STATE OF TEXAS - --- - CERTIFICATE OF OWNERSHIP AND DEDICATION COUNTY OF BRAZOS Filed for Record i, Michael Konetski, Registered Professional Land Surveyor No. 6531, in the State of Official Public Records Of: STATE OF TEXAS Brazos County Clerk - Texas, hereby certify that this plat is true and correct and was prepared from an COUNTY OF BRAZOS On: 9/11/2026 9:05:45 AM actual survey of the property and that the property markers and monuments were tit placed under my supervision on the ground. In the PLAT Records We, James G. Murr and John D. Durham, Directors of College Station Town Center, Inc., owners and developers of the land shown on this plat, and designated herein as Doc Number: 2026-1596781 the Midtown City Center Subdivision, Phase 602, to the City of College Station, Texas, �% Michael Konetski R.P.L.S. No. 6531 Volume - Page: 20808-233 and whose name is subscribed hereto, hereby dedicate to the use of the public Pages: 1 Amount: forever all streets, alleys, parks, greenways, infrastructure, easements and public Number of Pa places thereon shown for the purpose and consideration therein expressed. 00 Order272.0911000019 College Station Town Center, Inc. - pF By: PS is rEq�;,9 / --------� ----- ----- MICHAEL KONETSKI - James G. v it q 6531 County Clerk -_ _-��'9��Bss%0'..-'tOQ Brazos County, Texas John jr Durham, Director O S(jpVE STATE OF TEXAS STATE OF TEXAS 9'�.y� COUNTY OF BRAZOS COUNTY OF BRAZOS Before me, the undersigned authority, on this day personally appeared James G. Murr, Before me, the undersigned authority, on this day personally appeared John D. Director of College Station Town Center, Inc., known to me to be the person whose Durham, Director of College Station Town Center, Inc., known to me to be the person name is subscribed to the foregoing instrument, and acknowledged to me that he whose name is subscribed to the foregoing instrument, and acknowledged to me that executed the same for the purpose and consideration therein stated. he executed the same for the purpose and consideration therein stated. Given under my hand and seal on this �eday of � _> 20 Given under my hand and seal on this qA day of 6eA,, 20Zk. Qjz�5 --------------- =SIZEMOAEA Not�blic azos Count , Texas RICHARD C,FLotary ub►ic, Brazos County, Texas 4tt1 1AIi Y Yo w Nof T8X:Notary Public, St+a<te of C�xaeComm.Exp03/20/2028 ' > 39>�;�' Notary ID 1289339I9,',,`11 4 a.. 20' PrDE L.12 S48' 09' 32"E 172,75' L17 S48' 09' 32"E 173.65' 1/2 INCH IRON ROD WITH BLUE PLASTIC CAP STAMPED "KERR SURVEYING" FOUND (CM) CERTIFICATE OF CITY ENGINEER U I, L j,_ L l= _Q!ff-_ 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. City Engineer r City of College Station l7 CERTIFICATE OF ADMINISTRATOR I, %.\ �c Administrator of the City of College Station, Texas, hereby certify t at this Subdivision Plat conforms to the requirements of the Subdivision Regulations of the City of College Station. Adm in istratoi'-14 City of College Station, Texas LINE TABLE LINE # LENGTH DIRECTION L1 36.14' S42' 04' 34"W L2 35.16' S36' 20' 56"W L3 19.64' N48` 14' 35"W L4 35.35' N2' 55' 15"W L5 35.36' N2' 55' 17"W L6 30.34' S70' 37' 35"E L7 76.93' S47' 55' 26"E L8 82.14' S85' 40' 15"E L9 j 51.99' S47° 52' 03"E LINE TABLE LINE # LENGTH DIRECTION L10 15.50' S78' 23' 03"E L11 35.36' S87' 04' 43"W L12 55.96' S44' 35' 16"E L13 95.99' S50' 02' 47"E L14 31,02' S85' 39' 47"E L15 93.86' S47' 55' 26"E L16 32.51' S70' 37' 35"E L17 55.42' S44' 35' 16"E L18 95.93' S50' 02' 47"E Curve Table CURVE # LENGTH RADIUS DELTA TANGENT CHORD CHORD DIRECTION C1 54.98' 550.00' 005'43'38" 27.51' 54.95' S39'12'45"W C2 44.98' 450.00' 005'43'38" 22.51' 44.96' S39'12'45"W VARIABLE WIDTH SLOPE AND DRAINAGE EASEMENT (16668/1 OPRBCT) TM.D. WHEELER, LTD. PARKLAND DEDICATION I N/F M.D. WHEELER, PHASE ONE THE CITY OF 15386/84 OPRBCT COLLEGE STATION 1.050 AC. PARKLAND DEDICATION M.D. WHEELER / I PHASE TWO 16668/1 OPRBCT I LEGEND PROPERTY BOUNDARY RIGHT OF WAY - - LOT LINE - - - - PRIVATE DRAINAGE EASEMENT (Pr.D.E) PUBLIC ACCESS EASEMENT (P.A.E.) -- - --- ---- --- -EXISTING PUBLIC UTILITY EASEMENT (P.U.E) -- -- - -- -- - - - - - - EXISTING PUBLIC DRAINAGE EASEMENT (P.D.E) EXISTING PRIVATE DRAINAGE EASEMENT (Pr.D.E) EXISTING PUBLIC ACCESS EASEMENT (P.A.E.) APPROXIMATE FLOOD PLAIN LINE - - - 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 INDICATED A CONTROLLING MONUMENT FOUND AND USED AS THE BASIS FOR ESTABLISHING PROPERTY BOUNDARIES. OTHER MONUMENTS (CM) DESCRIBED AS 'FOUND" ARE SHOWN AT THEIR LOCATED POSITIONS AND WERE CONSIDERED AS SUPPORTIVE EVIDENCE OF THE BOUNDARY SHOWN HEREON. OPRBCT OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS () RECORDING INFORMATION ROW RIGHT-OF-WAY 1/2 INCH IRON ROD WITH BLUE PLASTIC CAP STAMPED "KERR SURVEYING" FOUND (CM) / VARIABLE WIDTH PAE (16668/1 OPRBCT) VARIABLE it WIDTH PUE W o > (16668/1 Z, P.,00 OPRBCT) Uj v 10' PUE- o (16668/1 O 3 OPRBCT) F o 1n 0 10.35 ACRES BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a 1/2 inch iron rod with a yellow plastic cap stamped `KERR 4502" found in the southwest 50' PAE & line of Midtown Drive (100' right-of-way dedicated in 13938/227 OPRBCT & 24' right-of-way dedicated LANDSCAPE EASEMENT 14147/149 OPRBCT), for the east corner of Lot 2, Block 35 of Midtown City Center Subdivision, Phase (15672/230 601, filed in Volume 15575, Page 72 (OPRBCT), for the north corner hereof, from which the City of OPRBCT) College Station Monument CS94-130 bears N 54' 47' 38" W, a distance of 4,689.76 feet); THENCE, with the common line of Midtown Drive and said portion of the remainder of 24.352 acres, S 47' 55' 17" E, for a distance of 961.70 feet to a 1/2 inch iron rod with a blue plastic cap stamped `KERR SURVEYING" found for the north corner of a called 0.546 acre tract of land described in a deed / to Rock Prairie Management District No. 2 recorded in Volume 17614, Page 47 (OPRBCT); THENCE, with the common line of said 0.546 acres and said portion of the remainder of 24.352 acres for the following five (5) courses and distances: / 1) S 42' 04' 34" W, for a distance of 36.14 feet to a 1/2 inch iron rod with a blue plastic cap stamped `KERR SURVEYING" found; 2) With a curve to the left, having a radius of 550.00 feet, on arc length of 54.98 feet, a delta angle of 05' 43' 38", and a chord which bears S 39' 12' 45" W, a distance of 54.95 feet, to a 1 j2 inch iron rod with a blue plastic cap stamped "KERR SURVEYING" found; 3) S 36' 20' 56" W, for a distance of 35.16 feet to a 1/2 inch iron rod with a blue plastic cap stamped `KERR SURVEYING" found; 4) With a curve to the right, having a radius of 450.00 feet, an arc length of 44.98 feet, a delta angle of 05' 43' 38", and a chord which bears S 39' 12' 45" W, a distance of 44.96 feet, to a 1/2 inch iron rod with a blue plastic cap stamped `KERR SURVEYING" found; 5) S 42' 04' 34" W, for a distance of 306.94 feet to a 1/2 inch iron rod with a blue plastic cap stamped `KERR SURVEYING" found in the northeast line of M.D. Wheeler, Phase Two, filed in Volume 16668, Page 1 (OPRBCT) for the west corner of said 0.546 acres and being the south corner of said portion of the remainder of 24.352 acres; THENCE, with the common line of M.D. Wheeler, Phase Two, and said portion of the remainder of 24.352 acres, N 47' 58' 11" W, for a distance of 97.10 feet to a 1/2 inch iron rod with a blue plastic cap stamped `KERR SURVEYING" found for the north corner of M.D. Wheeler, 'Phase Two, and being the east corner of M.D. Wheeler, Phase One, filed in Volume 15386, Page 84 (OPRBCT); THENCE, with the common line of M.D. Wheeler, Phase One, and the remainder of a called 58.538 acre tract of land described in a deed to M.D. Wheeler, LTD. recorded in Volume 3007, Page 341 (OPRBCT) and said portion of the remainder of 24.352 acres, N 47' 52' 01" W, for a distance of 828.48 feet to a 1/2 inch iron rod with a blue plastic cap stamped `KERR SURVEYING" found in the common line of said a remainder of 58.538 acres and said portion of the remainder of 24.352 acres; THENCE, continuing with the common line of said remainder of 58.538 acres and said portion of the remainder of 24.352 acres, N 48' 14' 35" W, for a distance of 19.64 feet to a 1/2 inch iron rod with a VARIABLE yellow plastic cap stamped `KERR 4502" found for the south corner of Midtown City Center Subdivision, WIDTH PUE Phase 601, and being the west corner of said portion of the remainder of 24.352 acres and the west (15386/72 corner hereof; OPRBCT) THENCE, with the common line of Midtown City Center Subdivision, Phase 601, and said portion of the remainder of 24.352 acres for the following two (2) courses and distances: VARIABLE WIDTH SLOPE AND DRAINAGE EASEMENT 1) N 42' 04' 43" E, for a distance of 452.27 feet to a point for corner, from which a 1/2 inch iron (16668/1 OPRBCT) rod found bears S 61' 21' 36" W, a distance of 1.02 feet; _� 2) N 02' 55' 15" W, for a distance of 35.35 feet to the POINT OF BEGINNING hereof and containing N/F THE CITY OF COLLEGE STATION 10.35 acres, more or less. I 1.647 AC. PARKLAND I DEDICATION M.D. WHEELER I PHASE TWO 16668/1 OPRBCT FINAL PLAT VICINITY MAP rM MIDTOWN CITY CENTER SUBDIVISION PHASE 602 10.35 ACRES BLOCK 35, LOT 1 & COMMON AREA 51 BEING A PORTION OF THE REMAINDER OF A CALLED 110.653 ACRE TRACT VOLUME 14296, PAGE 25 THOMAS CARUTHERS LEAGUE SURVEY, A-9 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE I" = 50' SEPTEMBER, 2026 OWNERlDEVELOPER: SURVEYOR; ENGINEER COLLEGE STATION TOWN CENTER, INC. 4121 S.H. 6 South, Suite 200 College Station, TX, 77845 (979)985-5610 KERR SURVEYING Kerr Surveying, LLC 1718 Briarcrest Dr. Bryan, TX 77802 (979)268-3195 TBPELS FIRM # 10018500 SURVEYS KERRSURVEYING.NET JOB 26-0567 1 k Z _ ", TBPE FIRM NO. 12327 911 SOUTHWEST PKWY E. College Station, Texas 77840 (979)764-3900