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HomeMy WebLinkAboutBERTRAM GROVE PH1 BLK1 LTS1-12, BLK2 LTS1-12, BLK3 LTS1-6CERTIFICATE OF OWNERSHIP AND DEDICATION STATE OF TEXAS ) BRAZOS COUNTY ) I (WE), BERTRAM GROVE, LTD., THE OWNER(S) AND DEVELOPER(S) OF THE LAND SHOWN ON THIS PLAT, AND DESIGNATED HEREIN AS THE BERTRAM GROVE SUBDIVISION, TO THE CITY OF COLLEGE STATION, TEXAS, AND WHOSE NAME(S) IS/ARE 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. z SIGNATURE I DATE BEFORE ME, THE UNDERSIGNED AUTHORITY PERSONALLY APPEARED. KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING DOCUMENT, AND ACKNOWLEDGE TO ME THAT THEY EXECUTED THE SAME FOR THE PURPOSE AND CONSIDERATIONS STATED HEREON. GIVEN UNDER MA�Y// HAND AND SEAL ON THIS THE DAY OF ZALI j ! SIGNATURE / �-• ��. �i No, ac, State of Texas Q� C^ ?s12-06-2026 �' �',...a`� MY COMMISSION EXPIRES: U' tQ �h OF `0� 878161 ?' -4 a NOTARY PUBLIC, BRAZOS COUNTY, TEXAS Imo CERTIFICATE OF SURVEYOR I, TOMMY Q. BURKS, REGISTERED PROFESSIONAL LAND SURVEYOR (RPLS) NO. 5509, IN THE STATE TEXAS, HEREBY CERTIFY THAT THIS PLAT IS TRUE AND CORRECT, WAS PREPARED FROM AN ACTU SURVEY OF THE PROPERTY MADE ON THE GROUND UNDER MY SUPERVISION. SIGNATURE DATE ,T®MMY -i.° 3URKS, CERTIFICATE OF CITY ENGINEER ai•0�OQ ALL LOTS SERVED BY AN ON -SITE SEWAGE FACILITY (OSSF) MUST COMPLY WITH COUNTY AND STATE I, CAROL COTTER, CITY ENGINEER OF THE CITY OF COLLEGE STATION, TEXAS, HEREBY CERTIFY THA �" 2• MINIMUM LOT SIZING REQUIREMENTS. SUBDIVISION PLAT CONFORMS TO THE REQUIREMENTS OF THE SUBDIVISION REGULATIONS OF THE Cl ALL OSSF CONSTRUCTION REQUIRES AN APPLICATION FORM, FEE AND PLANNING MATERIALS BE COLLEGE STATION. SUBMITTED FOR REVIEW AND APPROVAL BY THE BCHD AND NO OSSF CONSTRUCTION MAY OCCUR PRIOR TO THE "AUTHORIZATION TO CONSTRUCT" PERMIT BEING ISSUED BY THE BCHD. THIS PERMIT ENSURES COMPLIANCE WITH THE COUNTY ORDER ADOPTED BY THE COMMISSIONER'S COURT OF 3 BRAZOS COUNTY, PURSUANT TO THE PROVISIONS OF SECTION 21.084 OF THE TEXAS WATER CODE. 3. A SITE EVALUATION IS REQUIRED FOR EACH LOT WHERE AN OSSF IS PROPOSED. THE SITE CITY ENGINEE DATE EVALUATION MUST BE PERFORMED BY A STATE LICENSED STATE EVALUATOR OR PROFESSIONAL CITY OF COLLEGE STATION CPG ENGINEER WHO VISITS THE PROPERTY AND CONDUCTS THE ANALYSIS REQUIRED IN SECTION §285.30 AND PRODUCES THE SITE DRAWING REQUIRED BY §285.5(A). 4. NO OSSF DISPOSAL FIELD IS TO ENCROACH ON THE 100- OR 150- FEET SANITY ZONE OF PRIVATE WELLS OR PUBLIC WATER WELLS RESPECTIVELY. THE REQUIRED SANITARY ZONE MUST BE CLEARLY CERTIFICATE OF ADMINISTRATOR CE DELINEATED AROUND ALL EXISTING PRIVATE OR PUBLIC WELLS LOCATED ON THE SUBDIVISION PLAT OR WELLS LOCATED WITHIN 150 FEET OF A SUBDIVISION BOUNDARY ON ADJACENT PROPERTIES. ADMINISTRATOR OF THE CITY OF COLLEGE STATION, 5. NO OSSF TANK OR DISPOSAL FIELD MAY ENCROACH ON THE SEPARATION DISTANCE TO SURFACE TEXAS iiEFEl3 ,,m.R, T HAI THIS SUBDIVISION PLAT CONFORMS TO THE REQUIREMENTS OF WATERS INCLUDING STREAMS, PONDS, LAKES, RIVERS, CREEKS, OR ANY OTHER SETBACK FEATURES THE S,J13011ISION REGULATIONS OF THE CITY OF COLLEGE STATION. INDICATED IN 30 TEXAS ADMINISTRATIVE CODE CHAPER §285.91. (10) TABLE X. 6. NO OSSF TREATMENT, DISTRIBUTION AND COLLECTION LINES, OR DISPOSAL FIELD MAY ENCROACH INTO A PUBLIC UTILITY EASEMENT (PUE). ENCROACHMENT INTO ANY UNDERGROUND OR OVERHEAD %:w __ PIPELINE OR UTILITY EASEMENT WILL NOT BE ALLOWED WITHOUT THE WRITTEN PERMISSION OF ALL ADMK,ISTRATOR,_QTY OF COLLEGE STATION P EASEMENT HOLDERS. ALL UNDERGROUND AND OVERHEAD EASEMENTS MUST BE CLEARLY DELINEATED ON THE SUBDIVISION PLAT. 7. AREAS OF GROUND WITH >30 PERCENT SLOPE ARE NOT SUITABLE FOR INSTALLATION OF OSSF TANKS OR DISPOSAL FIELDS (>15 PERCENT SLOPE FOR SURFACE APPLICATION). 30 TEXAS CERTIFICATE OF APPROVAL: ADMINISTRATIVE CODE §285.4.(C) REVIEW OF SUBDIVISION PLANS SPECIFY SUBDIVISION PLANNING MATERIALS (1) MUST INCLUDE INFORMATION ON (B) TOPOGRAPHY, (C) FLOODPLAIN, ARID (G) THIS SUBDIVISION PLAT WAS DULY APPROVED BY THE COMMISSIONER'S COURT OF BRAZOS COUNTY, SURFACE DRAINAGE. AREAS OF UNSUITABLE SLOPE, AREAS WITHIN SFHA ZONES A, (FLOODPLAIN) OR TEXAS, AS THE FINAL PLAT OF BERTRAM GROVE SUBDIVISION ON THE LD DAY OF COMPLEX DRAINAGE FEATURES AND DRAINAGE EASEMENTS SHOULD BE INDICATED ON THE SUBDIVISION PLAT FOR ANY PROPOSE LOTS WHERE THESE CONDITIONS EXIST AND MAY INTERFERE WITH - 202�. CONSTRUCTION OF AN OSSF. �� l 0I210 COUNTY JUDGE DATE BRAZOS COUNTY, TEXAS CERTIFICATE OF THE COUNTY CLERK: Filed for Record COUNTY CLERK OF 4TES OF Official Public Records Of: r Brazos County Clerk; t, On: 3/20/2026 8:35:51 AMA In the PLAT Records )r. rti •(��Y 1)r DP Doc Number: 2026 - 1581227 volume -Page: 20433- 20 Number of Pages: 1 Amount: 72.00 Order#:20260320000016 By: JS LEGAL DESCRIPTION OF A 42.18 ACRE TRACT OF LAND: BEING A 42.18 ACRE TRACT OUT OF A CALLED 52.19 ACRE TRACT OF LAND APPEARS TO BE VESTED IN SOUTH RANCH, LLC, A TEXAS LIMITED LIABILITY COMPANY RECORDED IN THE OFFICIAL PUBLIC RECORDS BRAZOS COUNTY TEXAS VOL. 8993, PG. 20 AND BEING PART OF THE SAMUEL DAVIDSON SURVEY, ABSTRACT NO. 13 AND BEING SITUATED ABOUT ONE MILE SOUTHEAST OF WELLBORN AND ALSO BEING TRACT NO. 3 AND 4 OF THE SUBDIVISION OF A SEVEN HUNDRED (700) ACRE TRACT OUT OF THE NORTHEAST CORNER OF SAMUEL DAVIDSON SURVEY AS SURVEYED AND PLATED BY H.O. JONES, COUNTY SURVEYOR OF BRAZOS COUNTY, TEXAS AND DESCRIBED AS FOLLOWS; COMMENCING AT A FOUND 5/8" IRON ROD (IR) BEING THE NORTHEAST CORNER OF SAID 52.19 ACRE TRACT AND BEING THE NORTHWEST CORNER OF A CALLED 50 ACRE TRACT OF LAND RECORDED IN VOL. 2824, PG. 136 O.P.R.B.C.T.; THENCE: S 41'59'18" W A DISTANCE OF 471.51' TO A SET 5/8" IR FOR THE NORTHEAST CORNER OF THE HEREIN DESCRIBED TRACT AND BEING THE POINT OF BEGINNING; THENCE: S 41 °59'18" W A LONG THE SAID WEST LINE OF A CALLED 50 ACRE TRACT OF LAND A PASSING A FOUND 5/8" IR A DISTANCE OF DISTANCE OF 2127.37' AND A TOTAL DISTANCE OF 2185.84' TO A POINT IN THE PRESCRIPTIVE ROW OF ROYDER AND BEING THE SOUTHEAST CORNER OF THE HEREIN DESCRIBED TRACT; THENCE: N 46"47'32" W ALONG SAID ROYDER ROAD A DISTANCE OF 869.81' TO A POINT IN THE SAID ROYDER ROAD; THENCE: N 42"24'10" E PASSING A FOUND 5/8" I.R. AT A DISTANCE OF 58.38' CONTINUING A LONG THE WEST LINE OF SAID SUBDIVISION A TOTAL DISTANCE OF 2167.39 TO A SET 5/8" IR AND BEING THE NORTHWEST CORNER OF THE HEREIN DESCRIBED TRACT; THENCE S 34'52'24" E A DISTANCE OF 395.95' TO A ANGLE POINT OF THE HEREIN DESCRIBED TRACT; THENCE S 58'53'21" E A DISTANCE OF 476.92' TO THE PLACE OF BEGINNING AND CONTAINING 42.18 ACRES OF LAND, MORE OR LESS. FINAL PLAT ROYDER ROAD BRAZOS COUNTY, TX RHEMA SURVEYING .AND MAP[7' KATY TEXAS 77493 832-919-1989 RRAZOS COUNTY NOTES: G.1 DEVELOPMENT NOTE NO STRUCTURE OR LAND WITHIN THIS PLAT SHALL HEREAFTER BE LOCATED OR ALTERED WITHOUT FIRST OBTAINING A DEVELOPMENT PERMIT FROM THE BRAZOS COUNTY FLOODPLAIN ADMINISTRATOR. THE MINIMUM LOWEST FINISHED FLOOR ELEVATION SHALL BE ONE (1) FOOT HIGHER THAN THE HIGHEST SPOT ELEVATION THAT IS LOCATED WITHIN FIVE (5) FEET OUTSIDE THE PERIMETER OF THE BUILDING, OR TWO (2) FEET ABOVE THE BASE FLOOD ELEVATION (°BFE"), WHICHEVER IS HIGHER. G.2 MAILBOXES RURAL MAILBOXES SHALL BE SET FIVE (5) FEET FROM THE EDGE OF THE PAVEMENT OR BEHIND CURBS, WHEN USED. ALL MAILBOXES WITHIN COUNTY ARTERIAL RIGHT-OF-WAY SHALL MEET THE CURRENT TXDOT STANDARDS. ANY MAILBOX THAT DOES NOT MEET THIS REQUIREMENT MAY BE REMOVED BY BRAZOS COUNTY. FOR SINGLE-FAMILY RESIDENTIAL DEVELOPMENTS, MULTI -UNIT RESIDENTIAL DEVELOPMENTS OR MANUFACTURED HOME COMMUNITIES, NEIGHBOR DELIVERY AND COLLECTION BOX UNITS ("NDCBLI OR COMMUNITY MAILBOXES, SHALL BE REQUIRED. IF POSSIBLE, THESE MAILBOX UNITS SHOULD BE INSTALLED ON LOW VOLUME INTERSECTING ROADWAYS OR ON PRIVATE PROPERTY. LOCATIONS FOR THE NDCBUS SHALL BE SHOWN ON THE CONSTRUCTION PLANS. G.3 ROADWAY CONSTRUCTION IN APPROVING THIS PLAT BY THE COMMISSIONER'S COURT OF BRAZOS COUNTY, TEXAS, IT IS UNDERSTOOD THAT THE BUILDING OF ALL ROADS, AND OTHER PUBLIC THOROUGHFARES AND ANY BRIDGES OR CULVERTS NECESSARY TO BE CONSTRUCTED OR PLACED IS THE RESPONSIBILITY OF THE OWNER(S) OF THE TRACT OF LAND COVERED BY THIS PLAT IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS PRESCRIBED BY THE COMMISSIONER'S COURT OF BRAZOS COUNTY, TEXAS. SAID COMMISSIONER'S COURT ASSUMES NO OBLIGATION TO BUILD ANY OF THE ROADS, OR OTHER PUBLIC THOROUGHFARES SHOWN ON THIS PLAT, OR OF CONSTRUCTING ANY OF THE BRIDGES OR DRAINAGE IMPROVEMENTS IN CONNECTION THEREWITH. THE COUNTY WILL ASSUME NO RESPONSIBILITY FOR DRAINAGE WAYS OR EASEMENTS IN THE SUBDIVISION, OTHER THAN THOSE DRAINING OR PROTECTING THE ROAD SYSTEM. G.4 OWNER'S RESPONSIBILITIES IT IS THE RESPONSIBILITY OF THE OWNER, NOT THE COUNTY, TO ASSURE COMPLIANCE WITH THE PROVISIONS OF ALL APPLICABLE STATE, FEDERAL AND LOCAL LAWS AND REGULATIONS RELATING TO THE PLATTING AND DEVELOPMENT OF THIS PROPERTY. THE COUNTY ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF REPRESENTATIONS BY THE OTHER PARTIES IN THIS PLAT. FLOODPLAIN DATA, IN PARTICULAR, MAY CHANGE. IT IS FURTHER UNDERSTOOD THAT THE OWNERS OF THE TRACT OF LAND COVERED BY THIS PLAT MUST INSTALL AT THEIR OWN EXPENSE ALL TRAFFIC CONTROL DEVICES AND SIGNAGE THAT MAY BE REQUIRED BEFORE THE ROADS IN THE SUBDIVISION HAVE FINALLY BEEN ACCEPTED FOR MAINTENANCE BY THE COUNTY. GENERAL NOTES: 1. BEARING SYSTEM SHOWN HEREON IS BASED ON THE TEXAS STATE PLANE CENTRAL ZONE GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION USING THE LEICA SMARTNET NAD83 (NA2011) EPOCH 2O10 MULTI -YEAR CORS SOLUTION 2 (MYCS2). 2. DISTANCES SHOWN HEREON ARE SURFACE DISTANCES UNLESS OTHERWISE NOTED. TO OBTAIN GRID DISTANCES (NOT AREAS) DIVIDE BY A COMBINED SCALE FACTOR OF 1.00010150997406 (CALCULATED USING GEOID128). 3. (CM) INDICATES CONTROLLING MONUMENT FOUND AND USED TO ESTABLISH PROPERTY BOUNDARIES. 4. THIS SURVEY PLAT WAS PREPARED TO REFLECT THE TITLE COMMITMENT ISSUED BY FRONTIER TITLE COMPANY, GF NO. 22113921CS, EFFECTIVE DATE: 05/01/2022. ITEMS LISTED ON SCHEDULE 8 ARE ADDRESSED AS FOLLOWS: [SCHEDULE 8 ITEMS] 5. THIS PROPERTY DOES NOT LIE WITHIN THE 100 YEAR FLOODPLAIN IDENTIFIED IN FEMA FIRM MAP 48041CO305F, DATED APRIL 2, 2014. 6. COMMON AREAS WILL BE OWNED AND MAINTAINED BY THE HOME OWNERS ASSOCIATION (HOA). HOA DOCUMENTS WILL BE PROVIDED WITH THE FINAL PLAT IN ACCORDANCE WITH LIDO SECTION 8.4.S OWNERS ASSOCIATIONS FOR COMMON AREAS AND FACILITIES. 7. NO CONSTRUCTION, LANDSCAPING, GRADING, OR STRUCTURES SHALL IMPEDE, CONSTRICT, OR BLOCK THE FLOW OF WATER IN ANY PRIVATE DRAINAGE EASEMENTS. 8. THE WATER SUPPLIER FOR THIS DEVELOPMENT IS WELLBORN SLID. THE WATERLINES WILL BE DESIGNED AND CONSTRUCTED TO CITY OF COLLEGE STATION SPECIFICATIONS AND STANDARDS. THESE WATERLINES WILL PROVIDE THE REQUIRED FLOW TO FIRE HYDRANTS TO MEET FIRE PROTECTION REQUIREMENTS. 9. ALL STRUCTURES AND DRIVEWAY TO BE REMOVED. 10. CAPPED 5/8" IRON RODS TO BE SET ON LOT CORNERS TO BE ADDED. 11. EXISTING EASEMENTS TO BE ADDED. 12. WAIVERS TO THE UNIFIED DEVELOPMENT ORDINANCE SECTIONS 8.4.E.1 'BLOCKS' AND 8.4.C.3.A 'STREET PROJECTION' WERE APPROVED BY THE CITY OF COLLEGE STATION PLANNING & ZONING COMMISSION ON OCTOBER 2, 2025. 13. THIS DEVELOPMENT IS LOCATED IN THE EXTRATERRITORIAL JURISDICTION. 14. PRIVATE TEMPORARY TURNAROUND ON BLOCK 3, LOT 6, WILL BE MAINTAINED BY THE LOT OWNER. N 0' 120' 240' GRAPHIC SCALE: 1" - 120' 121 GRAPHIC SCALE: NOT TO SCALE COLLEGE mwl TATION CITY i LIMITS LINE Il k �' Pn n, VICINITY MAP ABBREVIATIONS & SYMBOLSLEGEND FOUND AS DESCRIBED • IRON PIPE IP IRON ROD IR MANHOLE 5/8" IRON ROD SET W/BLUE CAP INSCRIBED POOL EQUIPMENT PE "RHEMA SURVEYING" UNLESS O OTHERWISE NOTED POWER POLE a� SANITARY SEWER CLEANOUT FENCE CORNER RECORD CALLS (R) WATER METER FIELD MEASURED (Y) WATER MAIN VALVE X CONTROLLING MONUMENT (CAC) WATER WELL CLERK'S COUNTY FILE BARBED OR CHAIN -LINK FENCE - BRAZOS COUNTY, TEXAS CCFBC,, WOOD FENCE - DEED RECORDS, BRAZOS D1;BCT WROUGHT IRON FENCE - COUNTY, TEXAS OVERHEAD POWER LINE _P_ OFFICIAL PUBLIC RECORDS OPRBCT BRAZOS COUNTY, TEXAS BUILDING SETBACK LINE BSL MAP RECORDS BRAZOS YRBCT DRAINAGE EASEMENT DE COUNTY, TEXAS GARAGE SETBACK LINE GSL BOOK BR PERMANENT ACCESS EASEMENT PAE DOCUMENT DOC PUBLIC UTILITY EASEMENT PUE INSTRUMENT INSTR SANITARY SEWER EASEMENT SSE PAGE pG VOLUME VOL WATER LINE EASEMENT TILE AIR CONDITIONER AC %C 4 CIOC/ 'QT E 'OLLEGE STATI •CITY LIMITS U 38 39A \/ STORM GOSf+1ER E FpSEMENS ORpINpG CREEK MEADOWS SECTION 7, PHASE 2 VOL. 13225, PG. 187 OPRBCT COLLEGE STATION / CITY LIMITS / SOUTHSIDEERANCH LLC 10.02 ACRES O / REMAINDER OF 52.81 ACRES �r 20' WIDE PUE �. 13541, P. 138 '2 © L15 ARIABLE WIDTH EEK MEADOWS P.D.E. �� �• CTION 6, PHASE 1 / gh OL. 13541, PG. 138 \ �� OPRBCT fD �q •�i VARIABLE WIDTH C, � / P.D.E. C� 0 Oi LOT 1 (1.23 ACRES) Gil ,j 15' DE PU �S• VOL 12 PG. 9 •O /' LOT 2 VARIABLE REEK EADOWS < ,p / (1.19 AC) CTIO 5, PHASE 3 VOL. 555, PG. 19 ° \ COMMON AREA, STORM SEWER & PRIVATE DRAINAGE EASEMENT / \\ GARY & GANDY LOTT 54 54 VOL. 1555, PG. 36 \ OPRBCT 20' WIDE PUE 1 VOL 13541, PG. 131 \ e JO, `r0 G� hFS'7• A�A� �1F 00,,QQ CHRIS P. ROBINSON O CALLED LOT 55 q� WOOD LAKE PHASE I Oi VOL. 18520, PG. 219 OPRBCT T` O� 76` ss A� N/F SOUTHSIDE RANCH LLC �e 10.01 ACRES Ste, V.17929, P.219 �9 OPRBCT REMAINDER OF 52.19 AC OUT OF CALLED NW 1/2 OF 100 AC 7' CABLE PEDESTAL ■ - �- OPRBCT<)39 ELECTRIC METER FIRE HYDRANT * O / VARIABLE WIDTH 16f P.D.E. rye• �s8s FLAG POLE FP �oq \ (1.09 AC) �� \\\ N/F • 27 SOUTHSIDE RANCH LLC FRENCH DRAIN GAS METER GUY ANCHOR ® 9G j OCR 0� \ 20' WIDE PUE /\ VOL 12280 PG 84 B. \ \ / / \/ / / / LOT 4 yam• 10.02 ACRES g�6 REMAINDER OF ACRES ACRES BUFFALO CREEK LOOP TIMBER CREEK LANE 20' WIDE PUE O VOL 8989, PG. 39 1 CREEK MEADOWS SECTION 5, PHASE 1 VOL. 8989, PG. 39 OPRBCT \ Ac" 01-�F �ScPi9e�F �p \ 20' WADE PUE rLF �iOT9S \ VOL 8989, PG. 39 20' WIDE PUE Pa VOL 8989, PG. 39 VP COLLEGE STATION CITY LIMITS LINE 5/8„ IR � s 58.31'' TIMBER CREEK LANEAl 5 P CREEK MEAD WS \ `�c ��� Or \ LOT 12 p°oS� s \�s. 0� P� / LOT 5 SECTION 5, P SE 2 \ A0 �P (1,00 AC) \ Rom• 7 / 01il1Q�Ci tx 1. 18 AC VOL. 12280, G. 64 Oli Q� G ( ) / OPRBCT ^�O G \ \ S9• v 6Sj / LOT 11 "O• \ J ^ >s\� / LOT 8 (1.00 AC) \ , J / 39C. 2T \O / (1.30 AC) ?5,51, LOT 10 O \ '`\ \ e„6• \ ,0 27'x28' PUBLIC \ \ �qce �¢ / S A TEMP. ACCESS ESMT / (1.00 AC) �� \ Q• ° \i� \\ \ N6 - \ c• / \ LOT 9 O \ /�7°� (11.00 AC)21 "Kl • \ \ Nb �d , �p Q \ A OT 11 C EEK MEADOW 0 \� \ (1L00 AC) ( \ ° J� \L00 AC) \\ SEC ION 5, PHASE 1 1 o" 1 \ VOL 8989, PG. 3 /\� G� \ \ ADOPRCT /`/ \\ \ 19 Y \ LOT 7 OO \o\ LOT f0 \ (1. 18 AC) `CS \ >/ t o (1.00 AC)oil \ PG 6 LOT 9\ \ \ LOT 8 \ ��% oq\ (1.03 AC) (1. 18 AC) \ / \ LOT 5 V � �o• F�j�, (1. 17 AC) \\ �Q) \ LOT B V (1.05 AC) LOT 4 � ��ff / ` F \ K \ (1. 17 AC) \ \ ) �6 o+ \ LOT 7 (1. 13 AC) `L� PALM VALLEY RANCH LLC VOL. \\ 1009, PG. 226 189 VOL. 10099, PG. 160 VOL. 1 5823G. 160 OPRBCT9. c \ 1 \ 2 �� CALLED 53.422 ACRES �a \ /00 \ (1. 17 A) \ \ O LOT 8 5/8" IR P.O.B. CM 11 5/8" IRF P. 0. C. BM-1 / SURVEYOR NOTES: 1. ALL COORDINATES, BEARINGS AND DISTANCES ARE REFERENCED TO THE TEXAS COORDINATE SYSTEM OF 1983 (2011 ADJUSTMENT), CENTRAL ZONE (4204), U.S. SURVEY FEET BASED ON GPS OBSERVATIONS 2. UNDERGROUND UTILITY INSTALLATIONS, UNDERGROUND IMPROVEMENTS, FOUNDATIONS AND/OR OTHER UNDERGROUND STRUCTURES WERE NOT LOCATED BY THIS SURVEY. 3. THE PURPOSE OF THIS SURVEY IS FOR USE IN OBTAINING TITLE INSURANCE AND FINANCING AND SHOULD NOT BE USED FOR CONSTRUCTION PURPOSES. 4, THERE MAY BE EASEMENTS, RIGHT OF WAY, OR OTHER INSTRUMENTS OF RECORD THAT ARE NOT SHOWN HEREON. 5. SURVEY IS ONLY VALID IF IT HAS AN ORIGINAL SIGNATURE OF THE REGISTERED PROFESSIONAL LAND SURVEYOR ON IT. DECLARATION IS MADE TO THE ORIGINAL PURCHASER OF THIS SURVEY COUNTY REGULATION SETBACK NOTES ACCORDING TO THE BRAZOS COUNTY SUBDIVISION REGULATIONS DATED 7-5-2016, THIS LOT IS SUBJECT TO THE FOLLOWING BUILDING SETBACKS (R) FROM EDGE OF EASEMENT AS SHOWN HEREON: FRONT SETBACK - 25 FEET SIDE SETBACK (INTERIOR) - 7.5 FEET REAR SETBACK - 20 FEET SIDE STREET SETBACK - 15 FEET ��° s� FINAL PLAT LOT 2 � / °���� °° LOT 526 oe��5� BERTRAM GROVE SUBDIVISION PHASE 0.19 AC)PG U,�\ CSISD GREENS \ 6• \ / PRAIRIE SUBDIVISION s LOT 1R, BLOCK 1 �0`�� /gyp �\ \ 30 RESIDENTIAL LO°° & 5 COMMON AREA LOTS VOL. 14401, Pi�dE STATON \ LOT 4 \S�\ \ LOT 1 \ \ ��°O (1.00 AC) \ \ O (1L00 AC) \ 1 BASSICHIS DEVELOPMENT LLC VOL. 17012, PC. 225 \ ti R6'• LOT 2 S \ (1.00 AC) THIS SURVEY WAS PREPARED WITH THE BENEFIT OF A COMMITMENT FOR TITLE INSURANCE ISSUED BY FIRST NATIONAL TITLE INSURANCE COMPANY; EFFECTIVE DATE: MAY 18, 2025; G.F. No. 2503845CS; ISSUED: JUNE 3,2025. 7� 69®j ceo\ THE SURVEYOR DID NOT ABSTRACT SUBJECT PROPERTY BEYOND THE TITLE COMMITMENT LISTED HEREON. ^ 0Jy THE PROPERTY SHOWN ON THE SURVEY PLAT LIES WITHIN ZONE X UNINCORPORATED AREA PER THE FLOOD INSURANCE RATE MAP FOR BRAZOS COUNTY, TEXAS, MAP NUMBER 48041CO325E, DATED MAY 16, 2012. THIS FLOOD ZONE IDENTIFICATION S\ �0' G� IS THIS SURVEYOR'S INTERPRETATION, WHICH MAY OR MAY NOT AGREE WITH THE INTERPRETATIONS OF FEMA OR STATE OF LOCAL OFFICIALS, AND WHICH MAY NOT AGREE WITH THE TRACT'S ACTUAL CONDITIONS. MORE INFORMATION CONCERNING FEMA'S SPECIAL FLOOD HAZARD AREAS \ LOT 1 a AND ZONES MAY BE FOUND AT HTTP://WWW.FEMA.GOV/INDEX.SHTM. /J (1.07 AC) �WAON Private Draina a Easement Table Affected Lot Number Total Lot Area (ac) Area of Drainage Easement (ac) Area outside Drainage Easement (ac) Adjacent Water Surface Elevation Minimum Finished Floor Elevation Lot 1 Block 1 1.2247 0.1336 1.0911 288.00 290.00 Lot 1, Block 3 1.2317 0.0822 1.1495 288.00 290.00 Lot 2, Block 3 1.1881 0.1412 1.0469 288.00 290.00 Lot 3, Block 3 1.0908-1 0.0821 1.0087 287.30 289.30 Lot 4, Block 3 1.0706 0.052 1.0186 287.00 Lot 5, Block 3 1.1777 0.0292 1.1485 1____L89.00 285.60 287.60 Lot 6, Block 3 1.3026 0 1.3026 285.60 287.60 5/8" IR 5/8" IR 58.31' CURVE TABLE CURVE IRADIUS JARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE C1 25.00' 39.77' 35.71' S03°22'35"E 191°08'24" C2 25.00' 38.77' 35,00' 1 N86°37'25"E 88°51'36" LINE TABLE LINE BEARING DISTANCE L1 S87°42'03"W 35.04' L2 S47°48'23"E 19.34' L3 S02°17'57"E 17.12' L4 S43°12'28"W 19.34' L5 N46°47'32"W 6.00' L6 NO2° 17'57"W 35.67' L7 N42°11 37'E 6,00' L8 S47°35'50"E 8.60' L9 N87°24'10"E 7,38' L10 N42°24'10"E 18.04' L11 S47°35'50"E 22.90' L12 S42°24'10"W 12.53' L13 SOO°54'52"W 5.98' L14 S46°24'07"E 18.89' L15 N84'16'59"E 9.09' L16 S46°17'45"E 17.13' L17 S25°40'17"E 41.10' L18 S19°07'39"E 37.11' L19 S15*17'0TV 16.11' L20 S58°02'40"E 14.65' L21 N83°48'50"E 12.39' L22 S28°34'17"E 72.47' L23 S87°39'49"E 29.38' L24 S35`50'39"E 34.06' L25 S54°54'08"E 14.53' L26 S07°01'41 "E 1 1.89' L27 S76°31'10"E 15.33' L28 S37°32'45"E 26.99' L29 S49°24'51 "W 24.22' L30 S00° 1 9' 19"W 1 -1. 44' L31 S40°35'09"E 14.42' L32 S88°57'45"E 14.92' L33 N34°41'53"E 10.36' L34 S87°38'03"E 37.14' L35 N31°06'39"E 10.23' L36 S19'49'10"E 40.58' L37 S62°28'08"E 18.16' L38 S57°55'43"E 55.39' L39 N57°56'57"E 24.60' .LOCK 1, LOTS 1-12 °LOCK 2, LOTS 1-12 ,BLOCK 3, LOTS 1-6 COMMON AREAS 1-5 42.180 ACRES OUT OF THE SAMUEL DAVIDSON SURVEY COLLEGE STATION, BRAZOS COUNTY, TEXAS BEING A 42.18 ACRE TRACT OUT OF A CALLED 52.19 ACRE TRACT OF LAND APPEARS TO BE VESTED IN SOUTH RANCH, LLC, A TEXAS LIMITED LIABILITY COMPANY RECORDED IN THE OFFICIAL PUBLIC RECORDS BRAZOS COUNTY TEXAS VOL. 8993, PG. 20 AND BEING PART OF THE SAMUEL DAVIDSON SURVEY, ABSTRACT NO. 13 AND BEING SITUATED ABOUT ONE MILE SOUTHEAST OF WELLBORN AND ALSO BEING TRACT NO. 3 AND 4 OF THE SUBDIVISION OF A SEVEN HUNDRED (700) ACRE TRACT OUT OF THE NORTHEAST CORNER OF SAMUEL DAVIDSON SURVEY AS SURVEYED AND PLATED BY H.O. JONES, COUNTY SURVEYOR OF BRAZOS COUNTY, TEXAS AND DESCRIBED AS FOLLOWS SC)LE: 1 "=120' DATE PRE -PARED: OCTOBER 28, 2025 C:\USERS\OWNER\ONEDRIVE\DOCUMENTS\PHILIP\BARGAS DEV\COLLEGE STATION\BERTRAM GROVE\S25-0015_ROYDER RD (52 ACRE), BRAZOS COUNTY, TX (PLAT) -- FREDS DWG.DWG