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HomeMy WebLinkAboutMIDTOWN ESTATES PHASE 116 BLK 37 LTS 15-31, BLK 39 LTS 1-25 RPPRIVATE COMMON • C�`AL.A, VERA S COURT DRAINAGE --- �� . EASEMENT AREA 45 & -._--- --- -, T MIDTOWN RESERVE � ® (20017/97) PrDE 1/2 INCH IRON 30 PAVEMENT - .� ; A AND . V SUBDIVISION PHASE 109 �f Z PrDE I MIDTOWN RESERVE RODS FOUND G SUBDIVISION PHASE 109 CM WITH BLUE"` OC1 RIGINAL (18843/37) 0. ( ) , ... 1/2 INCH IRONAl- ORIGINAL (1884 ,/37) PLASTIC CAPS ----... ,. REPLAT (20017/97) �''• �`�c�, • • ,�..-. • �'r REPLAT (20017, 97) 10' PUE STAMPED "KERB RODS FOUND 1/2 INCH IRON - (CM) r Cy SURVEYING" WITH BLUE 1 2 INCH IRON -----r---�:: PLASTIC CAPS 2O PAE (18843/37) ROD�r FOUND �• -�j, ®18843/37) f 10' PrDE STAMPED "KERR RODS FOUND (CM) WITl. BLUE --- ----.. _ -� 18843 37 3�7 (CM) WITH BLUE PLAS1iIQ CAPS ,,. ( / ) 5 PUE SURVEYING (18843/37) PLASTIC CAPS 20 PUE �, � ;CAMP � ...KERR ,,� ... 15' PUE STAMPED KERR 10 SURVEYING * , r cry (18843/37) 18843 37 SURVEYING LN4Z ( / ) 5 PrDE 5' PrDE VARIABLE �'E - ____ --__._ (18843/37) VARIAnE WIDTH 18 N4T 39'NE WIDTH PUE.. PrDE (18843/37) ..+..r. F,. (20326/'297) . lot � lil A' -._. .....,. 2 N 7° « PARKLAND FF PRIVATE -+ F ..�.. ma's N 43 29,; .... ,...•, DRAINAGE 471.04- EASEMENT �;'► - ,,, s r COLLEGE STATION DOWNTOWN RES1DE11 1 AL LLC --- MIDTOWN RESERVE SUBDWISION PHASE 109 BLOCK.-37 . COMMON AREA 32 AND PAE 0.18 ACRES e ziv ., ,/ a (18843i3' • f N! 1 - • BV SOUTHERN POINTE DEV INC PORTION OF A CALLED 1.9.44 ACRE _ CT ...�,. (19146/ 100) MIDTOWN ,,I ' RESERVE ' i SUBDIVISION PHASE 114 ✓ (20326/297) *,:j� S37 Sp' 5WW - 323.52I 57 461W ' 2%,ax \-5 INCH TREATED FENCE POST ANGLE POINT IN FOUND (CM) FENCE (CM) ROSS TIE FOUND (CM) S37 m aa•w - 7fl7ff oil fll ORIGINAL P A N /F CITY OF COLLEGE STATION • CALLED 66.32 ACRE TRACT 4480/135 CERFICATE OF OWNERSHIP AND DEDICATION NOTES. 1. COORDINATES AND BEARING SYSTEM SHOWN HEREIN ARE NAD83 (TEXAS STATE PLANE CENTRAL ZONE GRID STATE OF TEXAS COUNTY OF BRAZOS COUNTY ' NORTH) BASED ON THE PUBLISHED COORDINATES OF THE CITY OF COLLE STATION CONTROL MONUMENT CS94-130 (Y:10200590,80, X:3569863.02) AND AS ESTABLISHED BY GPS OBSERVATION. DISTANCES SHOWN I, College Station Downtown Residential, LLC, owner and developer of the land shown HEREIN ARE SURFACE DISTANCES. TO DETERMINE GRID DISTANCES MULTIPLY BY A COMBINED SCALE FACTOR OF on this plat, and designated herein as the Midtown Reserve Subdivision Phase.109, Oil 0.999898305 (CALCULATED USING GEOIDI2B) Common Area 32R, to the City of College Station, Texas, and whose name jo CERTIFICATE OF COUNTY CLERK subscribed hereto, hereby dedicate to the use of the public forever all streets, 'afteys, 2, NO PORTION OF THIS TRACT IS WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO THE F.E,M.A. FLOOD parks, greenways, infrastructure, easements and public places thereon shown for the INSURANCE RATE MAP FOR BRAZOS COUNTY AND INCORPORATED AREAS, MAP NO. 48041 C0310F, EFFECTIVE purpose and consideration therein expressed. Filed for Record DATE: APRIL 2, 2014. College Station Downtown Residential, LLC Official Public Records Of: ,Opr� 3. 1/2 13 IRON RODS WITH BLUE PLASTIC CAPS STAMPED "KERR SURVEYING" WILL BE SET AT ALL LOT CORNERS by Greens Prairie Investors, Ltd., its Manager Brazos County Clerk y AND ANGLIE POINTS UNLESS NOTED OTHERWISE. by Greens Prairie Associates, LLC, its General Partner On: 1/30/2026 11:25:20 AM 4. DISTANCES SHOWN ON CURVES ARE CHORD LENGTHS. -�-� --- �--- In the PLAT Records Doc Number. 20261517284 ,. •CD 5. ZONING FOR THIS TRACT IS PLANNED DEVELOPMENT DISTRICT (PDD), AND A PORTION IS ZONED NATURAL AREAS by Wallace Phillips, its Manager Volume -Page: 20336 -120 PROTECTED (NAP). Number of Pages: 2 Amounts 72.00 6. ALL LOTS WILL MEET SETBACK AND OTHER REQUIREMENTS AS SPECIFIED 1114 THE PDD ZONING. THE BASE STATE OF TEXAS Order#: 20260130000046 - ZONING DISTRICT IS GENERAL SUBURBAN. COUNTY OF BRAZOS By: JS 7. EACH LOT WILL PROVIDE A MINIMUM OF 1 TREE (CANOPY OR NON -CANOPY) REQUIRED IN THE FRONT YARD. Before me, the undersigned authority, on this day personally appeared Wallace Phillips, -' THIS IS A MODIFICATION FROM THE GENERAL SUBURB REQUIREMENT. Manager of Greens Prairie Associates, LLC, General Partner of Greens Prairie Investors, 7 Ltd., Manager of College Station Downtown Residential, LLC, known to me to be the 8. COMPACTION OF FILL OR AN ENGINEERED SLAB IS REQUIRED FOR LOTS THAT HAVE GREATER THAN 2 FEET OF person whose name is subscribed to the foregoing instrument, and ocknowledged to FILL. me that he executed the some for the purpose and consideration therein stated. Coun Jerk ----_---- ------ 9. ELE 1 SERVICE AND STREET LIGHTING FOR THIS SUBDIVISION WILL BE PROVIDED BY COLLEGE STATION • Gwen under my hand and seal on this day of .�,�»_� ___, 20 Brazos County, y Texas 1 6 €DTI LITI ES. ` 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 STANDARDS. e_1 .1. - __ CERTIFICATE OF THE SURVEYOR No ary Public, Brazos County, Texas STATE OF TEXAS COUNTY OF BRAZOS I, Michael Konetski, Registered Professional Land Surveyor No. 6531, in the State of 0000.� 10' PU E- MIDTOWN RESERVE, (18843/37) SUBDIVISION PHASE 109 --'''ter � 1 /2 INCH IRON (18843/37) RODS FOUND (CM) WITH BLUE 12 PLASTIC CAPS STAMPED "KERR 4 SURVEYING" 15 PUE .��•�� (18843/37) 0 .j 0' 10000 • 0I 'ILT l J VARIABLE WIDTH PrDE (18843/37) LINE TABLE LINE # LENGTH DIRECTION L1 98.03' N 46. 30' 21 "W L2 95.75' S46' 30' 21 "E L3 5.00' S66' 52' 14"E L4 50.21' S38' 43' 08'"W L5 96, 47' N 29' 48' 03"E L6 85.89' N660 52' 14"W L7 14.36' N210 52' 14"W L8 68.40' N6' 11' 39"W L.9 61.63 N45. 36' 14"W L10 25.35' S43' 29' 3911W L11 64, 34' N 32' 22' 09"E L.12 75.48' S32' 22' 0911W L13 66.37' N48' 10' 44"E L14 59.84' S76' 29' 2511E 12. SANITARY SEWER SERVICE WILL BE PROVIDED BY THE CITY OF COLLEGE STATION AND SEWER LINES WILL BE Texas, hereby certify that this plat is true and correct and was prepared from an LOCATED WITHIN THE RIGHT-OF-WAY. SOME SEWER LINE ARE LOCATED WIIN THE PARKLAND, BUT THEY ARE actual survey of the property and that the property markers and monuments were WITHIN A DEFINED PUBLIC UTILITY EASEMENT. placed under ffW supervision on the ground. 13. MAXIMUM IMPERVIOUS COVER TO BE 70%. THIS MAXIMUM PERCENTAGE IS IN ACCORDANCE WITH THE DRAINAGE REPORT TITLED, "DRAINAGE REPORT FOR MIDTOWN RESERVE SUBDIVISION DETENTION ANALYSIS FOR GOEN TRACT OF R.P.L.S. No. 6531 'C:pp•••ae ADDITION COLLEGE STATION, TEXAS", DATED MARCH 2O22 REVISED MARCH 2O25 PREPARED BY SCHULTZ 46 Q;. w s ENGINEERING. CERTIFICATE OF OWNERSHIP AND DEDICATION 0 14. THE FEDERAL HOUSING ADMINISTRATION (FHA) LOT GRADING TYPES FOR EACH INDIVIDUAL LOT ARE SHOWN IN STATE OF TEXAS .-A7.f.,.f................:.... 1644,•f•EL KONIETSKI• THE LOT TABLEq COUNTY OF BRAZOS ': TO VISIBILITY 0 f• 6531 00 �y' •'©,�sl�!'t` 15. THE FENCES ALONG ALL LOT LINES ADJACENT TO PARKLAND SHALL BE OPEN STYLE ALLOW I Wallace Phillips, Manager of BV Southern Pointe Development, Inc., owner and,, .,R*:,• ,, BETWEEN THE PARK AND THE ADJACENT LOTS. wn developer of the land shown on this plat, and designated herein as the Midtown � S U R\J� Estates Subdivision Phase 116, in Brazos County, Texas, and whose name is' � 16. THE FEDERAL HOUSING ADMINISTRATION (FHA) LOT GRADING TYPES FOR EACH INDIVIDUAL LOT ARE SHOWN IN subscribed hereto, hereby dedicate to the use of the public forever al! streets, alleys, ,- ° " THE LOT TABLE, parks, greenways, infrastructure, easements, and public places thereon shown for the purpose and consideration therein expressed. 17, COMMON" ARTAS WILL BE OWNEDAND MAINTAINED 8Y THE HOME OWNERS' ASSOCIATION (HOA), n • ,� �,. . 18. EMERGENCY ACCESS ROAD WILL BE MAINTAINED BY THE: HOME OWNERS' ASSOCIATION (HOA), Wallace Phillips, Manager . 19. ALL PARKS AND PARKLAND WILL BE MAINTAINED BY T E MMD. BV Southern Pointe Development, Inc. GROSS TI EJ FOUND (CM) 3 t� 20' PUBLIC UTILI �0 �. g' EASEMENT 7� op 11�o (11357/270 OPRBC ,o�A -7 POINT OF BEGINNING c� 6-7 1/2 INCH IRON ROD FOUND U.1WITH BLUE PLASTIC CAP STAMPED "KERR SURVEYING" 100 4 (7� OF 0 Q -'► L 0. 1 A Curve Table CURVE # L NIM RADIUS DELTA TANGTW CHORD CHORD DIRECTION C 1 � 2 .42t 50.010s ff ss 029 07 44 s 12.99 f 25.15 • s * 37 18 03 E C2 2.n' 25.00' 006" 17'55" 1,38r 2.75" N40'2041 " C3 6.14' 25.00' 014*03'58" 3.961 6.12' N30*09*45"E C4 4 .1 25.00' 096.40' 17" 28.09" 37.35' S 18'32'05"E C5 61.30' 4 .00' 007'23'41 " 30.660 61.26' S33'29'54V C6 39.33' 972.50' 002.19'02" 19.67' 39.33' S38021 ' 15"" V C7 2 .'It' 25.00' 060'00'00" 14.43' 25.00' S69'30'46"W C8 296.01 ` 60.00' 282f40'05" 48.01 ' 74.97' S41'49' 16"E C9 k I&=! 25.00' 042'40'05" 9.76' 18.19' 111418010'44"E C 10 41.' ' 1027.50' 002' 19'02" 20.78 41.55' N38.21 P 15"E C 11 68.40' 530.00' 007'23'41 " 34. " 68.35' N33'291540PE C12 2.2.7' 80.00' 001'37'29" 1.13' 2.27' N28.59' 19"E C13 22.91' 25.00' 052'30"51 12.33' 22.12' N 4.26100wE C 14 217.36' W.00' 207'33'39" 244.64" New 116.55 N23.05'24"W C15 2 .18' 25.00' 060'00*00" 14.43' 25.00' S83'07'46 ' C 16 .44' 1000.00' 002' 19'02" 20.22' 40.44' N 38'21 ' 15 "E C 17 64.' 502.50' 007'23'41 " 32.47' 64.81' N33'29'54"E"` C 18 88.58 52.50' 096*40' 17" 59.00' 78.44' N 18.32'05'W CERTIFICATE OF CITY ENGINEER 6 11 C _ CityEngineer of the City of College Station, Texas, 9 y 9 hereby certify that this Subdivision Plat conforms to the requirements of the Subdivision Regulations of the City of College Station, Texas, City Engineer S City of College Station, Texas 20. THE PRIVATE DRAINAGE EASEMENTS WILL BE MAINTAIN BY THE HOA, HOMEOWNERS ASSOCIATION. FENCES, GRADING, LANDSCAPING AND STRUCTURES REQUIRING BUILDING PERMIT' CANNOT IMPEDE THE FLOW IN THE STATE OF TEXAS PRIVATE DRAINAGE EASEMENT. IT WILL BE THE RESPONSIBILITY OF THE HOMEBUILDER/HOMEOWNER TO INSTALL COUNTY OF BRAZOS PROPERTY BOUNDARY AND MAINTAIN MESH WIRING, THE HOA Vftk HAVE' THE RIGHT TO ACCESS THE PRIVATE DRAINAGE EASEMENTS TO PERFORM MAINTENANCE AND CLEANING. Before me, the undersigned authority, on this day personally appeared Wallace Phillips, RIGHT OF WAY manager of BV Southern Pointe Development, Inc., known to me to be the person LOT LINE 21. THIS PLAT WAS PREPARED TO REFLECT THE TITLE REPORT PRE I'AP DY UNIVERSITY TITLE COMPANY, GF N0. whose name is subscribed to the foregoing instrument, and acknowledged to me that 2503209CS, CERTIFICATION DATE 2-9-2025. RESTRICTIONS AND EXCEPTIONS ARE ADDRESSED AS FOLLOWS: he executed the some for the purpose and consideration therein stated. PUBLIC UTILITY EASEMENT (P.U.E) - RE:. T TIONS AND EASEMENTS ON PLAT (18843/37 0PRBC DO APPLY TO COMMON AREA 32, , , - (14405/154 OPRBCT) RESTRICTIONS AND EASEMEN DO APPLY TO THIS TRACT. DECLARANT RESERVES THE Given under my hand and seal on this sn day of . 20 -- ---�- -PRIVATE DRAINAGE EASEMENT (Pr.D.E) RIGHT FOR DEVELOPER TO CREATE PUBLIC UTILITY EASEMENTS HAVING A MAXIMUM WIDTH OF 7.5 FEET ON EACH SIDE OF A LOT LINE. HOA BLANKET EASEMENT IS RETAINED OVER ALL LOTS AND COMMON AREAS FOR CONSTRUCTION AND MAINTENANCE OF COMMON CA TELEVISION AND SPRINKLER SYSTEMS AND ��' �� � az�. kr ACCESS EASEMENT (P.A.E.) 1�. LANDSCAPING. ' }p{ 'fNot '�".=il�� �� �'� �°f roux - ��µ --.----_- r---- _ . . PROXIMATE FLOOD PLAIN LIMITS OOI�I �A �{P' si" � },�i. q ' C f1 r' ? I .1, N - (15471/24 OPRBCT) RESTRICTIONS AND SETBACKS IN SECTION 2-4 THROUGH 2-9 DO APPLY TO THIS �., A4,..�.. irr.b otary Public, Brazos County, Texas • . ''"�' ' EXISTING PUBLIC UTILITY EASEMENT (P.U.E) TRACT BUT ARE NOT SHOWN HEREON. - RESTRICTIONS (15480/ 15, 15649/941, 15942/ 183, 16729/'1 12, 18922/17, 18946/2319 19228/979 , ' pt�� a\'`ti 19319 95, 19330/18, 19485/276 OPRBCT) DO APPLY TO TiTRACT. EXISTING PUBLIC DRAINAGE EASEMENT (P,D.E) 'i► - RESTRICTIONS (1747,5/17, 18921 /77, 214, 262, 291 OPRBCT) DO APPLY TO COMMON AREA 32, PHASE EXISTING PRIVATE DRAINAGE EASEMENT (Pr.D,E) 109. - (686/181 ORBCT; SEE 452/612 DRBCT) BLANKET ELECTRIC EASEMENT TO THE CITY OF BRYAN DOES APPLY CERTIFICATE OF ADMINISTRATOR E!JSTING PUBLIC ACCESS EASEMENT (P.A.E.) TO A PORTION OF THIS TRACT, CORNER - 1/2" IRON ROD SET WITH BLUE -- (747/298 DRBCT) 20' WIDE EASEMENT DOES NOT ROSS THIS TRACT. I, * Administrator of the City of College Station, Texas, her6by PLASTIC CAPS STAMPED "KERR SURVEYING" -- (747/837 DRBCT) 20' WIDE EASEMENT DOES NOT ROSS TH1:S TRACT. certify that this Subdivision Plat conforms to the requirements of the Subdivision UNLESS OTHERWISE NOTED ��a (17097/136 OPRBCT) PETITION FOR ADDITION OF CERTAIN LAND TO ROCK PRAIRIE MANAGEMENT DISTRICT Regulations of the City of College Station. 1 RIGHT OF WAY CENTERLINE NO, 2 DOES APPLY TO COMMON AREA 32 MIDTOWN RESERVE SUBDIVISION PHASE 109. �y • SET IN CONCRETE - (19435/140 OPRBCT) CERTIFICATE FOR ORDER ADMITTING LAND YO ROM PRAIRIE MANAGEMENT DISTRICT NO. `--- � ,,�-��� _���� � 2 DOES APPLY TO THE PORTION OF CALLED 19.44 ACRE TRACT. Administrator BUCK LABELCity of College Station, Texas ALL OTHER ITEMS ARE NOT SURVEY ITEMS OR ARE NOT ADDRESSED BY THIS PLAT, CONTROLLING MONUMENT FOUND AND USED TO ADDITIONALLY, 20 EASEMENT 1 1427/253 OPRBCT DOES CROSS THIS TRACT AS SHOWN HEREON. ) ESTABLISH PROPERTY LINES OPRBCT OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS ( ) R�ECORDING INFORMATION ROW RIGHT-OF-WAY VICINITY MAP ������1�(1111'llllllflll111 MEN /111111 IIli1N1 _ .. i11.11111111l1 � - -• �Ir Illllli!11111l11111 illlltll .= fill III mum f�lilllti •IRE " �"' ► NF NOT TO SCALE PROJECT LOCATION Nomm 1/2 INCH IRON ROD FOUND (CM) 20' PUE (13216/4 OPRBCT) 6! 30 i •i SCALE IN FEET ROW RESERVED (13216/4 OPRBCT) MIDTOV N ESTATES SUBDIVISION PHASE I I6 11.9241 AC S 42 LOTS BLOCK 37, LOTS 15-31, BLOCK 39, LOTS 1-25 .COMMON AREAS 47,48 & 49 PARKLAND EE A PORTION OF THE CALLED 19.44 ACRE TRACT, VOL. 19146, PG. 100 OPRBCT INCLUDING A REPEAT OF MIDTOWN RESERVE SUBDIYISIOIV PHASE 109 BLOCK 37, COMMON AREA 32R BEING A P OF MIDTOWN RESERVE SUBDIVIS'ION PHASE 109 BLOCK 37, COMMON AREA 32 VOLUME 18843, PAGE 37 OPRBCT THOMAS CARUTHERS LEAGUE SURVEY, A-9 COLLEGE STATION, BRAZOS COUNTY, TEXAS OWNER OF MIDTOWN RESERVE SUBDIVISION PHASE SCALE 1" = 60' 109 COMMON AREA 32R: JANUARY 2026 College Station Downtown Residential LLC JRVEYOR: ENCANEER: 1140 Midtown Drive College '77845 P - � "Station, TX ��� HULTZ (979) 690-7250 `KE__ 1, . OVEN I_+.R/DEVELOPER OF TBPE NO. 12327 MID�►l TON ESTATES Kerr Surveying, LLC 911 SOUTHWEST PKUV>'' E. SUBDIVISION PHASE l 1 1718 8riarcrest Dr College Station, Texas 77,840 Bryan, TX 77802 40 BV Southern Pointe ,, (979) 26 8-3195 (979) 764-3900 Development, Inc. M # 10018500 1 140 Midtown Drive SURVEYS wKERRSL�VEY1NG.NET College Station, TX 77845 KERR .10B 25-0069 SHEET 1 OF 2 (1 979) E90-725f1 PRIVATE COMMON 0 20' PUBLIC UTI Y CALAV"AS 10 EASEMENT DRAINAGE EASEMENT AREA 45 & COURT 188 /37 (11357/270 OPRB T) 55" ROI# (20017/97) PrDE 30' PAVEMENT A MIDTOWN RESERVE SUBDIVISION PHASE 109 LAND' MIDTOWN RESERVE MIDTOWN RESERVE LAO. .-AEA -4. EO PrDE C1 UBDIVISION PHASE 109 ­0 L V \E I ORIGINAL (18843/37) SUBDIVISION PHASE 109 1/2 INCH RON VUE 1/2 INCH IRON 71, POINT OF BEGINNING REPLAT (20017/107) ORIGINAL (18843/37) RODS FOUND 1/2 INCH IRON (18843/37) RODS FOUND 1/2 INCH IRON ROD FOUND " L12 RODS FOUND ------- (CM) WITH BLUE SAci7 1 WITH BLUE PLASTIC: CAP ::A 10 Fju (CM) WITH BLUE P-I REPEAT (20017/97) 1/2 94 IRON TIC CAPS (188,43/3 PLASTIC CAPS (CM) WITH BLUE 1/2 INCH IRON T-FMND PLAS STAMPED "KERR SURVEYING" ...... 4- U) to 20' PAE It RO V0 Lq 1 -7 A r- LJM Z) I I U U M r- low . ........ I ..... I I STAMPED KERR PODS FOUND STAMPED KERR 20' PUE I M) WI BLUE ...... 7 (1884,3/37) 12 '4 �< I I (C 6 'A 1%� G STAMPED KERR rn 5 PUE SURVEYING C3 (CM) WI TH, BLU E 14 SURVEYING (1884-3/3,1 PLA CAPS .-I 1C:P1 PUE SURVEYING 20326/297) oil rx .... . . 10' PrDE I g PLASTIC CAPS STAMP "KERR 5' (3\ 0 20 UEj j 15' PUE 47 V PUE STAMPED "KERR PUE ------ .I- � I 1 10 00- (18843/37) SUF VEYING" ON LP (1884 /37 (1,8843/37) SURVEYING (18843/37) 6.64 X oI_ 5' PrDE 5 PrDE 0- 67 VARIABLE N40 29' 39TE (18843/37) 46 28-85' '393-661 (18843/37) 5 4- •WIDTH PUE 39. C) 2� LO 00*0 E 2887 9'7 03 0 PUE -C4 6 7 LA ell 65.16' 10 S2-i ro 65.16' (20326/297) A 6 5 _-1 _6' -7- N474. 2w PrDE lot 4b \0 .0 T 65.16' 0 65. AWE PUE 4_01 16' If� e PARKLAND FF LO 5 0 1 58 2 5•10 LIO .6 72.9�� 01 "1 low 65.16'-/ . 'I�501 15 0 SIX �d 2 PRIVATE 5' PUE PrDE PrDE ;;;;;--10 ' 5 r- LL�� 5 13 0. -A 3: .131 32.85 .97" DRAINAGE 0' I - 5' I_�l 0 Nd_ - 10' 50 lop PrDE rD 41% 1 2 '00lllo"Ill� X PUE 3: E 3: 3: rDE :3: r 16 EASEMENT Nit►15' P �< L) --1- 3: 1 PUE PrDE col 1. 1 ^ - r__ - 9� Ljj -t!� 11I - PrDE 1�01 PUE 1 0 - PUE 00 �0 r-, - .'r (0 co 00 00 I;d- r- C4 (D 00. 1 * 0 0. P101 w I n 00 rn Ln PO 1�01 (20326/297) -40 31 194- '42 8 Ln co 0 5 0) 3: 30 29 17 10, PUE __j 1 0 1 CN4 0 Q0 27 _Cn 26 0-) 0 19 00- .18 0 0 N PUE 00. 0 20 %d- 0 LO Vo\ CN 24 o 23 OC)- -4 > U7 _tl -4- -4- 21 0- 20 C01 22 03- 1 "' PUECPS CD 40", 1 6 . . T_ 6 . I 1 10 0 If) t- PUE I U-) CD 0 :� 2. 0 0 N Ir- 0 W_ 0 N 10 54.34 S 10, 10 Ln LO Ln Ln z 3 5C Z Pr 10, PU z D W;0�. �01110 0 C� E LI) L01 I Z' PUE Z' 4.02� PUE 0 C)) N1 I 01 10 3 -�27 G 72.bU 2-10U 40 • LO PUE 2.26 72.50 72.5 -0 49 - 72.56' OTE 72 72.5 27.52 11 M t429 20" 3.41 65.00' 65.00 65.00, 65.00`_j 65-00' 25.29 _4 ,16. 0 1 -493-01 al Lj I I♦I A!" I I - j_ W7 ff aw 9 6.4 C12 1;__1 I'M C9 SS 20' PrDE PrDE COURT 6 Go M 301 461V 436.65 CAL ERAS --------- (9 � J �,. (20326/297) 25.61' N37D 111 44�E owm4vo - 20.58 LAVERAS COURT CA j N37 30' 46*E C16 493-01' 5!!r OW - 30' PAVEMENT L1 2 55' ROW - 30' PAVEMENT 444.65 cli 1111I ! I 1111� 1 5 4. .33' -7 4TE - 44 - 57.75L-, 10.86 N37 1 65 65.00' r .00 10.62' U37 301 -452 C10 5.62' 5.17 4461PE .65' MIDTOWN 4C,�� 0- 1:, 65.OQ:- RESERVE <) C-1-1 \ (&, I I SUBDIVISION /sv / 111 *01­ 1 111�_ PHASE 114 Q) 9 7) //q�10 16 .'I PUE - 1 651-00 i 3: Ir- , 65--00 LO V Ott co co 4 Q0 -1 Q0 00 U0 20 T_ oo Ir- 100 M 0 00 8 ff) 00 CP \ 0 PUE OID CD 00 5 20, 00 9 010 00 ca•00 10 -:1- -1 �N . - T_ - r- I LU %­1 - 11.1. -1 W "I "I I ,q- q- j __& co 13 00 0 0 Q0 pm (D 00 _t I co Ln 14 00 Z 00 0 Q)9 00 15 00 _t "d- 0 1.4-10 oo 17 M 16 14- -Rd- 1 10.86 32.74 05* Q0 '1' 0) 20 0) 19 18 oo UD -4-1 0 ® 20 10 15 Iry , 0-) 22 (A 21 LN I= N N 1 0 T_ r- PUE Ln LO 208.62' 23 oo C4 C\4 CN 0 CD AI a. N CN Ln 15' ft VL o6 N Ir- r- Ir- LC) Ln - 80.75 N, PUE 10) PUE lco It\ (41 Ir- 0 a Ir- 0 ® 20 Ln C� Ln 615.22$ OW- 401 o 0 0 0 CD PUE Lo Ln -:z __ ZZ 67.35' jrf%9 0 0 U-) In 65-00' 65-00" 64.25 836 34l! 4" 465-00 •Ln 20' Ln Ln In 65,00' IL - - A�l 25 0 24 PUE z 71 6 )5.00' 65.M'--- 1/2 INCH IRON 68.68' 65-00 - A 20' fi-25;=b,. 38-809 k WW - 71176 ROD FOUND (CM) PUE/ 65.03 65-03 1 65.03' 1 -2 - 37.16 65.03' 20.00 E. &27494/. - A CROSS TIE 33.98 S37° 50" 59"W - 323.52' CROSS TIE FOUND (CM) TiAl 259.9 5 INCH TREATED FOUND (CM)L4 5T 46TIVFENCE POST ANGLE POINT IN FOUND (CM) N/F REP ,,AT FENCE (CM) CITY OF COLLEGE STATION 20' PUE CALLED 66.32 ACRE TRACT (1 5216/4 OPRBCT) 4480/135 BLOCK UCW AREA (SF) GRADINGTYPE 37 15 10,150 A 37 16 A 37 1 7,820 A 37 18 A 37 19 '7,2,W A 37 20 160 A 37 low A 37 7,846 A 37 23 6,427 A 37 24 7,490 A 37 25 8,345 A 37 26 18,422 A 37 27 8,716 A 37 28 9,010 A 37 29 9,305 A 37 30 A 37 $1- 1.0o777 A 39 1 9,110 B 39 2 8,970 B 39 3 18^8 B 30 4 IMJ04 B 311 5 1 B 39 6 B 39 7 B 39 8 7,343 B PHASE BLOCK LOT AREA (SF) 109 W COMMON AREA 32R 2,459 AND PAE 116 37 COMMON AREA 47 37197 AND PAE its 39 COMMON AREA 48 27100 AND PAE -39 COMMON AREA 49 13,979 Ir AREA (SF) PARKLAND EEaa 5 2.2 0 13.28' 65.W 65.00 65.00 10' 65.00 65.0 12.39 10-46' PUE 131L01~CK LOT GRADING TYPE 39 9 6,824 B 39 18 6,824 B 39 11 ......... lonew- 39 12 6,824 39 13 II B 39 14 6,824 B 39 15 6,824 B 39 16 7,010 39 17 6,997 39 M WI 39 19 77295 B 39 20 7j418 B 39 21 71"1 B 39 22 7,663 B 39 23 B 39 24 8,591 B 39 25 1 Rim a f 1* FIELD NOTES DESCRIPTION OF A 1 1.2 41 ACRE TRACT THOMAS CARUTHERS LEAGUE SURVEY, ABSTRACT No. 9 COLLEGE STATION, BRAZOS COUNTY, MA A FIELD NOTES, QESCRIPTION OF 11.241 ACRES IN THE THOMAS CARM)4ERS LEAGUE SURVEY, ABSTRACT No. 9, IN COLLEGE STAT",, BRAZOS COUNTY, TEXAS, BEING A PORTION OF A CALLS( 19.44 T19.44 ACRE TRACT DESCRIBED IN A DEED To BV SOUTHERN POWTE DEVELOPMENT, INC. IN VOLUME 19146, PAGE 100 OOr THE OFFICIAL PUBLIC RECORDS OF BRAZOS. COUNTY, TEXAS (OPRBCT) AND ALL OF COMMON AREA 32 OF MIDTOWN I'RESERVE SUBDIVISION PHASE 109 F)M* IN VOLUME 18843, PAGE 137 (OPRBCT); SAID 11.241 ACRES BEING MORE PARTCQLARLY DESCRIBED BY METES AND'I;OUNDS AS FOLLOWS-. BEGINNING at a 1/2 inch iron rod found (all 1/2 inch iron rods fow,*A with blue plastic caps stamped "KERR SURVEYING" unless otherwise noted) on the south right-of-way line of ROCI< Prairie Road (variable width right-of-wdy, 11427/247 OPRBCT; portions appear to be prescriptive in nature) and beWog the northeast corner of Common Area 31, said Phase 109 being the northwest corner of the herein described tract-, THENCE, with the south line of Rock Prairie Road, S 77* 01 1 02" E, for a distance of 397.18 feet to a 1/2 Iron rod found with 'no cap on a northwest line of a called 66.32 acre tract conveyed to the City of College StdtTon in Volume 4480, Page 135 (OPRBCT), and further being the northeast corner"of the herein described tract, THENCE, with the northwest boundary of said 66.32 acre tract and gener ally along a fence for the following five (5) courses and distances: I 1) S 36* 34' 45" W, a distance of 465.53 feet to a cross tie. found, 2) S 37* 11' 44" W, a distance of 711.78 feet to a cross tie found; 3) S 37* 50' 59" W, a distance of 323.52 feet to a 5 inch treated fence post found; 4) S 340 52' 46- W2 a distance of 259.94 feet to an angle point in - fence; 5) S 38' 431 08 Alf W) a distance of 50.21 feet to a point for corner; THENCE, severing said 19.44 acre tract for the following two (2) courmn drtd distances-. 1) N 18" 59' 10" W a distance of 248.04 feet; 2) N 06- 111 39" W a distance of 195.27 feet to a point on the southeast line of Common Area 20 of said Phase 109; for reference, the City of College Station GPS mon0merlt CS94-130 bears N 73* 43' 17" W a distance of 8,352.32 feet-, THENCE, with the southeast line of said Common Area 20 and Lot 5, Block 37 of said Phase 109, N 43* 29 10 39"E a distance of 393.66 feet to a 1/2 inch iron rod found marking the east corner of said Lot 5, Block 37 and the South corner of said Common Area 32; THENCE, with the common line of said Lot 5, Block 37 and Common Area 32, N 46* 30' 21 W a distance of 98.03 feet to a 1/2 inch iron rod found on the southeast right-of-way of Calaveras Court (55 foot right-of-way, 50 foot radius cul de sac, 18843/137 OPRBCT); THENCE, with said right-of-way and said Common Area 32, with a non -tangent curve to the left having a todi" of 50.00 feet, an arc length of 25.42 feet, a delta angle of 29* 097' 44 and, - a chord which bears N 37" 18 1 4r r a distance of 25.15 feet to a 1/2 inch iron rod found marking a west cortw of Lot 6, Block 37 and the southernmost north corner of said Common Area 32; THENCE, with the common line of said Lot 61 Block 37 and said Common Area 32, S 46* 30' 21 E a distance of 95.75 feet to a 1/2 inch iron rod found marking the south corner of said Lot 6, Block 37; THENCE, with the exterior of said Common Area 32 with Lots 6-12 orid 14, Block 37, for the following six (6) courses and distances-. 1) N 43- 29 39" E a distance of 306.69 feet to a 1/2 inch iron rod found; 2) With a tong-ent curve to the left having a radius of 25.00 feet, o arc length of 2.75 feet, a delta angle .of 060 17" 55". and a chord which bears N 40* 20' 41 E a distancof'*,'2.75 feet to a 1/2 inch iron md found-, I 3) N 37- 11 44 E a distance of 191.82 feet to a 1/2 inch iron rod found; 4) With a tangent curve to the left having a radius of 25.00 feet' an crc length of 6.14 feet, a delta ae of 140 03' 58", and a chord which bears N 30" 09" 45"' E a distar)c* of 6.12 feet to a 1/2 inch iron rod found; 5) N 23- 07' 46" E a distance of 241.42 feet to a 1/2 inch iron 'rod found on the south right-of-way of said Calaveras Court; 6) S 66" 52" 14" E with said right-of-way a distance of .5).00 feet to a 1/2 inch iron rod found marking the east corner of said Common Area 32; THENCE, with the platted end of said right-of-way and the east line of said Common Area 31, N 23* 07 46" E distance of 216.81 feet to the POINT OF BEGINNING hereof and Containing 11.241 acres of land, more or less.. LINE TABLE LANE j LENGTH DIRECTION L1 98.03' N46* 30' 21 "W L2 95.75' S46" 30' 21"E 13 5. 00' S660 52' 14"E L4 50.21' S38" 43' 08 0 W L5 96.47' N29* 48' OYE L6 85.89' N66" 52' 14"W L7 14.36' N21* 52' 14"W LS 68.40' N6& 11' 39"W L9 61.63" N45" 36' 14"W L10 25.35' S43" 29' 391"W Lll 64.34' N32" 22' 09"E Ll 2 75.48' S32" 22' 09"W L13 66.37' N48* 10' 44"E Ll 4 59.84' S76* 29' 25"E At L _ aND PROPERTY BOUNDARY RI T OF WAY tmt LNE "IWC UTILITY EASEMENT (P.U.E) PRIVATE DRAINAGE EASEMENT (Pr.D.E) At VqOLIC ACCESS EASEMENT (P.A.E.) APPROXIMATE FLOOD PLAIN LIMITS '$TING PUBLIC UTILITY EASEMENT (P.U.E) NG PUBLIC DRAINAGE EASEMENT (P.D.E) . ....... EXISTING PRIVATE DRAINAGE EASEMENT (Pr.D.E) .E 14TI" 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 SET IN CONCRETE 131-OCK LABEL (CM) a MOLLING MONUMENT FOUND AND USED TO USTABLISH PROPERTY LINES OPRBCT OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS 0• RECORDING INFORMATION ROW RIGHT-OF-WAY Curve Table CURVE # LD10H RADIUS DELTA TANGElff CHORD CHORD DI 25.42' 50.00' 029*07'44 is 12.99' 25.15' N 3 T 1 88'03"E C2 2.75* 25.00' 006* 17'55" 1.38' 2.75' N40*20'41 "E' C3 6.44" 25.00' 014*03'58" 3.08' 6.12' N30*09'45"E C4 42.18' ".00' 096*40'17" 28.09' 37.35* S 1 8*32'05"E C5 61.30' 4 7-5. 0 0' 0 0 7" 2 3'41 30.69' 61.26' S33*29*541W C 6 39.33* 972.50# 002* 19'02" 19.67' 39.33' S3 8" 2 1 'l 5 "W C7 26.18' 25.00' 060000'00" 14.43" 25.00' S69030'46"W C8 29 6.01 60.00' 282"40'05" 48.01' 74.97' S41*49`1 6"E C9 18.62' 25.00' 042*40'05" 9.76' 18.1910 N 18* 1 0'44"E CIO 41.56' IQ27.50' 002'019'02" 20.78' 41.55" N38*21'1 5"E C 11 68.40' 530.00' 007023'41 34.25' 68.359 N33"29'54"E C12 2.27* 80.00' 001*37'29 1. 13' 2.27' N28*59'1 911E C13 22.9 1' 25.00' 052"30"51 12.33' 22.12' N54"26'00"E C14 217.36' 60.00' 207'03339* 244.64' 116.55 N23*05'24"W C15 26.1W ,25.00' 060'00'00" 14.4S 25.00' S83"07'46"W C16 40.44* 1000.00' 002* 19'02" 20.22* 40.44 V N38*21'1 5"E C17 •64A5 502-50 007*2341" 32.47" 64.81 t N.33*29'54"E cis afi-. 1 52.50' 096"40'17" 59.00' 78.44' N 18*3 20051N VICINITY AP HARRIS DR BR.A.DLEY RI) 14 I u J- TAE RD ell PROJECT LOCATION N NOT TO SCALD 60 30 0 60 SCALE IN FEET ROW RESERVED (13216 4 OPRBCT MIDT0'NN ESTATES SUBDIVISION PHA S116 11.241 ACRES 42 LOTS BLOCK 37, LOTS 15-31 BIA)M. 39, LOTS 1-25 COMMON AREAS 47,48 & 49 PARKLAND EE A. PORTION OF THE CAL -LED 19.44 ACRE TRACT, VOL. 1.9146, PG. 100 OPRBCT INCLUDING A REPL,AT OF MIDTOWN RESERVE SUBDIVISION PHASE 109, BLOCK 37, COMMON AREA 32R BEING A OF MIDTOWN RESERVE SUBDIVISION PHASE 109 BLOCK 37, COMMON AREA 32 VOLUME 18843, PAGE 37 OPRBCT THOMAS CARUTHERS LEAGUE SURVEY, A-9 COLLEGE STATION, BRAZOS COUNTY, TEXAS OWNER OF MIDTOWN RESERVE SUBDIVISION PHASE SCALE V' - 60' 109 COMMON AREA 32R: JANUARY 2026 ('nih- - 10%tntiI nn,%xintr,%,%vn Residential LLC SURVEYOR: 1 140 M 1dtown [)r i've Collcge Station, TX 77845 K (979) 690-7250 OWNER/DEVELOPER. OF - TBPE NO. 12327, MIDTOWN ESTATES Kerr S urveying, LLC 911 SOUTHWEST PKVVY E. SUED I VISION PHASE 11, 6: 1718 Briar -crest College Station, Texas 77840 R an TY 77RO? BV Southern Pointe Development, Inc. 1 140 Midtown Dlive College Station, TX 77845 (9791) 690-7250 1.7 1 (979) 268-3195 TBPELS FIRM # 100 18500 SURVEYS4 ,KERR SURVEY-TNG.NET KERR 013 25-0069 # 0 V (979) 764-3900 SHEET2 OF 2 m;