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Home My WebLink AboutMOREAUFOUND (CM) FROM WHICH A 14 4 E - 328 07 0.063 ACRES 60' Row (3250/269) - 21' PAVEMENT FOUND (CM) 1/2 INCH IRON ROD FOUND BEARS N 54'10'38" W 4.86' N/F MARY B. BRADLEY TRUSTEE CALLED 10.0 ACRES 4126/240 (OPRBCT) CERTIFICATE OF OWNERSHIP AND DEDICATION STATE OF TEXAS COUNTY OF BRAZOS We, Charles M. Moreau and Suzanne Moreau, owner and developer of the land shown on this plat, and designated herein as the Moreau Subdivision, Block 1, Lots 1-2, to the City of College Station, Texas, and whose name is subscribed hereto, hereby dedicate to use of the public forever all streets, alleys, parks, greenways, infrastru re,- asem �is and public places thereon shown for the purpose and consi n therein xpressed. Charles M. Moreau uza ne Moreau STATE OF TEXAS COUNTY OF BRAZOS Before me, the undersigned authority, on this day personally appeared Charles M. Moreau, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purpose and consideration therein stated. Given under my hand and seal on this Zl�ay of _ 5_v_c"Y_ ____, 201 NdTary Public, Brazos County, Texas STATE OF TEXAS COUNTY OF BRAZOS supooe Before me, the undersigned authority, on this day personally appeared Moreau, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the some for the purpose and consideration therein stated. Given under my hand and seal on this z3r'Pday of :9R-1-------, 20 1 X� YL--- Notary Public, Brazos County, Texas N/F MARY B. BRADLEY TRUSTEE CALLED 10.00 ACRES 4126/240 ORBCT ZONED R CERTIFICATE OF CITY ENGINEER I, CAL �.-� 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, Texas.( City Engineer City of College Station CERTIFICATE OF THE SURVEYOR STATE OF TEXAS COUNTY OF BRAZOS I, David Powell Brister, Registered Professional Land Surveyor No. 6537, in the State of Texas, hereby certify that this plat is true and correct and was prepared from an actual survey of the property and that the property markers and monuments were placed under my supervision on the ground. ,oPR� <; REC"I TZ-1) C rLORES t Notai,; Pt t ' State of Texas M, Comm. Expires 03/29/2028 Pg Notary ID 128935919 Av6''!,,, RICHARD C. FLORES Notary Public, State of Texas Comm. Expires 03/29/2028 Notary ID 128935919 -7''�/-,7(. , R.P.L.S. No. 6537 O�P•'�1STER:-r9'0 DAVID POWELL BRISTER . ............................... °.A_ 6537 SU N/F MARY LEE BRADLEY CALLED 1.27 ACRES 4293/260 (OPRBCT) LINE TABLE LINE # LENGTH DIRECTION L1 30.62' S54' 10' 35"E L2 36.77' N3' 56' 48"E L3 46.49' S7' 57' 25"W L4 1 44.85' S35' 50' 45"W CERTIFICATE OF ADMINISTRATOR I,%WxsAdministrator of the City of College Station, Texas, hereby c rtify that this Subdivision Plat conforms to the requirements of the Subdivision Regulations of the City of College Station. City Administ�tor City of College Station, Texas CERTIFICATE OF COUNTY CLERK Filed for Record Official Public Records Of: Brazos County Clerk On: 7/31/2026 9:31:07 AM In the PLAT Records '1 Doc Number: 2026-1593222 Volume -Page: 20723-16 Number of Pages: 1 Amount: 72.00 Order#:20260731000028 By: SR Ic-1 . �10 Cou dIerK Brazos County, Texas N/F MARY B. BRADLEY TRUSTEE CALLED 10.0 ACRES 4126/240 (OPRBCT) LEGEND PROPERTY BOUNDARY ADJACENT PROPERTY LINE LOT LINE - PUBLIC UTILITY EASEMENT (P.U.E) - - - - - PRIVATE DRAINAGE EASEMENT (Pr.O.E) PUBLIC ACCESS EASEMENT (P.A.E.) 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 NOT TO SCALE ® BLOCK LABEL (CM) CONTROLLING MONUMENT FOUND AND USED TO ESTABLISH PROPERTY LINES OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, OPRBCT TEXAS O RECORDING INFORMATION ROW RIGHT-OF-WAY VICINITY MAP PROJECT LOCATION A FIELD NOTES DESCRIPTION OF 4.073 ACRES IN THE THOMAS CARUTHERS LEAGUE SURVEY NO. 1, ABSTRACT 9, IN BRAZOS COUNTY, TEXAS, BEING ALL OF A CALLED 4.0791 ACRE TRACT OF LAND, DESCRIBED IN A DEED TO CHARLES M. MOREAU & SUZANNE MOREAU RECORDED IN VOLUME 6135, PAGE 85 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS (OPRBCT); SAID 4.073 ACRES BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING AT A 5/8 INCH IRON ROD WITH A PLASTIC CAP STAMPED 'KERR 4502' FOUND IN THE WEST RIGHT-OF-WAY LINE OF CARTER LAKE DRIVE (40' WIDE RIGHT-OF-WAY 252/111), SAME BEING THE EAST CORNER OF A CALLED 2.00 ACRE TRACT OF LAND DESCRIBED IN A DEED TO KARIN ANNETTE JOHNSON & ALLEN FENG-WEI JOHNSON RECORDED IN VOLUME 17292, PAGE 15 (OPRBCT), THE NORTH CORNER OF SAID MOREAU TRACT, AND BEING THE NORTH CORNER HEREOF, FROM WHICH A 1/2 INCH BENT IRON ROD FOUND BEARS N 28' 01' 54" W A DISTANCE OF 124.05 FEET; THENCE, WITH THE WEST RIGHT-OF-WAY LINE OF CARTER LAKE DRIVE, SAME BEING THE NORTHEAST LINE OF SAID MOREAU TRACT, S 27' 57' 10" E, A DISTANCE OF 197.84 FEET TO A 1/2 INCH IRON FOUND IN THE NORTH RIGHT-OF-WAY LINE OF BRADLEY ROAD (60' WIDE RIGHT-OF-WAY 3250/269), SAME BEING IN THE WEST RIGHT-OF-WAY LINE OF CARTER LAKE DRIVE, THE EAST CORNER OF SAID MOREAU TRACT, AND BEING THE EAST CORNER HEREOF, FROM WHICH A 1/2 INCH IRON ROD FOUND BEARS N 35' 50' 45" E A DISTANCE OF 44.58 FEET; THENCE, WITH THE NORTH RIGHT-OF-WAY LINE OF BRADLEY ROAD, SAME BEING THE SOUTHEAST LINE OF SAID MOREAU TRACT, S 35' 50' 45" W, A DISTANCE OF 845.84 FEET TO A 1/2 INCH BENT IRON FOUND MARKING THE EAST CORNER OF A TRACT OF LAND DESCRIBED AS BEING LOT 2 OF CARTER LAKE SECTION SIX RECORDED IN VOLUME 3250 PAGE 269 (OPRBCT), AND BEING DESCRIBED IN A DEED TO JAMES R. MONTGOMERY & KIMBERLY R. MONTGOMERY RECORDED IN VOLUME 3165, PAGE 147 (OPRBCT), SAME BEING IN THE NORTH RIGHT-OF-WAY LINE OF BRADLEY ROAD, THE SOUTH CORNER OF SAID MOREAU TRACT, AND BEING THE SOUTH CORNER HEREOF, FROM WHICH A CITY OF COLLEGE STATION MONUMENT (CS94-148), BEARS N 46' 12' 44" E A DISTANCE OF 328.07 FEET; THENCE, WITH THE COMMON LINE OF SAID MONTGOMERY TRACT AND SAID MOREAU TRACT, N 54' 10' 38" W, AT A DISTANCE OF 4.86 FEET PASSING A 1/2 INCH IRON ROD FOUND, AND CONTINUING FOR A TOTAL DISTANCE OF 208.72 FEET TO A 1/2 INCH IRON ROD FOUND MARKING A SOUTHERN CORNER OF A CALLED 9.325 ACRE TRACT OF LAND DESCRIBED IN A DEED TO ROBERT M BOBBIT & KASSANDRA BOBBIT RECORDED IN VOLUME 13639, PAGE 218 (OPRBCT), SAME BEING IN THE NORTHEAST LINE OF SAID MONTGOMERY TRACT, THE WEST CORNER OF SAID MOREAU TRACT, AND BEING THE WEST CORNER HEREOF, FROM WHICH A 1/2 INCH IRON ROD FOUND BEARS N 54' 10' 38' W A DISTANCE OF 208.22 FEET; THENCE, WITH THE COMMON LINE OF SAID BOBBIT TRACT AND SAID MOREAU TRACT, N 35' 52' 23" E, AT A DISTANCE OF 208.74 FEET PASSING A 1/2 INCH IRON ROD FOUND ON LINE, AT A DISTANCE OF 417.27 FEET PASSING A 1/2 INCH IRON ROD FOUND WHICH BEARS N 58' 41' 54" W A DISTANCE OF 0.37 FEET OFF LINE MARKING THE SOUTH CORNER OF A CALLED 2.8 ACRE TRACT OF LAND DESCRIBED IN A DEED TO EDWARD G. RILEY & MAUREEN A. RILEY RECORDED IN VOLUME 4068, PAGE 231 (OPRBCT), CONTINUING WITH SAID RILEY TRACT AND SAID MOREAU TRACT, FOR A TOTAL DISTANCE OF 626.25 FEET TO A 1/2 INCH IRON FOUND IN THE SOUTHWEST LINE OF THE BEFOREMENTIONED JOHNSON TRACT, SAME BEING THE EAST CORNER OF SAID RILEY TRACT, AN ANGLE CORNER FOR SAID MOREAU TRACT, AND BEING AN ANGLE CORNER HEREOF, FROM WHICH A 1/2 INCH IRON ROD FOUND BEARS N 54' 10' 35" W A DISTANCE OF 626.07 FEET; THENCE, WITH THE COMMON LINE OF SAID JOHNSON TRACT AND SAID MOREAU TRACT, THE FOLLOWING TWO (2) COURSES AND DISTANCES: 1) S 54' 10' 35" E, A DISTANCE OF 30.62 FEET TO A 1/2 INCH IRON ROD FOUND MARKING THE SOUTH CORNER OF SAID JOHNSON TRACT, SAME BEING AN INTERIOR CORNER OF SAID MOREAU TRACT, AND BEING AN INTERIOR CORNER HEREOF; 2) N 35' 54' 01" E, A DISTANCE OF 307.02 FEET TO THE POINT OF BEGINNING HEREOF AND CONTAINING 4.073 ACRES, MORE OR LESS. N TES: 1. BEARING SYSTEM SHOWN HEREON IS BASED ON THE TEXAS COORDINATE SYSTEM OF 1983, CENTRAL ZONE (4203), 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 GRID DISTANCES UNLESS OTHERWISE NOTED. TO OBTAIN SURFACE DISTANCES (NOT AREAS) DIVIDE BY A COMBINED SCALE FACTOR OF 0.99989510125749 (CALCULATED USING GEOID12B). 3. (CM) INDICATES CONTROLLING MONUMENT FOUND AND USED TO ESTABLISH PROPERTY BOUNDARIES. 4. ALL LOTS WILL MEET SETBACK AND OTHER REQUIREMENTS AS SPECIFIED IN THE CITY OF COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE FOR THE ZONING CLASSIFICATION IN WHICH THEY LAY. 5. EACH LOT WILL PROVIDE A MINIMUM OF 2 TREES OF AT LEAST 2" IN CALIPER OR 1 TREE OF 4" CALIPER PER ORDINANCE NO. 3222. 6. DRIVEWAY CULVERTS SHALL COMPLY WITH CITY OF COLLEGE STATION DETAILS AND SPECIFICATIONS. 7. ELECTRIC SERVICE AND STREET LIGHTING FOR THIS SUBDIVISION WILL BE PROVIDED BY BRYAN TEXAS UTILITIES (BTU). WHERE ELECTRIC FACILITIES ARE INSTALLED, BTU HAS THE RIGHT TO INSTALL, OPERATE, RELOCATE, CONSTRUCT, RECONSTRUCT, ADD TO, MAINTAIN, INSPECT, PATROL, ENLARGE, REPAIR, REMOVE, AND REPLACE SAID FACILITIES UPON, OVER, UNDER, AND ACROSS THE PROPERTY INCLUDED IN THE PUE, AND THE RIGHT OF INGRESS AND EGRESS ON PROPERTY ADJACENT TO THE PUE TO ACCESS ELECTRIC FACILITIES. 8. THE WATER SUPPLIER FOR THIS DEVELOPMENT IS THE WELLBORN SPECIAL UTILITY DISTRICT. 9. SIDEWALKS ARE NOT REQUIRED ON RURAL RESIDENTIAL STREETS. 10. 1/2" IRON RODS WITH BLUE PLASTIC CAPS STAMPED "KERR SURVEYING" WILL BE SET AT ALL LOT CORNERS AND ANGLE POINTS UNLESS OTHERWISE NOTED. 11. DISTANCES SHOWN ON CURVES ARE CHORD LENGTHS. 12. ZONING FOR THIS TRACT IS ESTATE (E). 13. COMPACTION OF FILL OR AN ENGINEERED SLAB IS REQUIRED FOR LOTS THAT HAVE GREATER THAN 2 FEET OF FILL. 14. THE FEDERAL HOUSING ADMINISTRATION (FHA) LOT GRADING TYPES FOR EACH INDIVIDUAL LOT ARE SHOWN ON THE PLAT. 15. RESIDENTIAL FIRE SPRINKLER SYSTEMS ARE REQUIRED FOR THE STRUCTURES. 16. EACH LOT WILL BE LIMITED TO 15% ADDED IMPERVIOUS COVER. STORMWATER DETENTION WILL BE REQUIRED FOR IMPERVIOUS COVER OVER 15%. 17. OSSF NOTES SANITARY SEWAGE TREATMENT AND DISPOSAL WILL BE PROVIDED BY ON -SITE SEWAGE FACILITY (OSSF) SYSTEMS. A. ALL PROPOSED LOTS TO BE SERVED BY OSSF SHALL COMPLY WITH ALL APPLICABLE COUNTY AND STATE REGULATIONS INCLUDING THE MINIMUM LOT REQUIREMENTS REQUIRED BY BRAZOS COUNTY. B. PROPERTY THAT WILL USE AN ON -SITE SEWAGE FACILITY (OSSF) FOR SEWAGE DISPOSAL SHALL BE EVALUATED FOR OVERALL SITE SUITABILITY. THE RESULTS OF A SITE EVALUATION, CONDUCTED ACCORDING TO 30 TAC §285.30 PREPARED BY A LICENSED SITE EVALUATOR OR TEXAS PROFESSIONAL ENGINEER SHALL BE REQUIRED BEFORE APPROVAL OF AN OSSF BY THE PERMITTING AUTHORITY. C. A COMPLETE PERMIT APPLICATION FORM, FEE AND THE REQUIRED PLANNING MATERIALS APPROVED BY THE PERMITTING AUTHORITY ARE REQUIRED PRIOR TO THE ISSUANCE OF AUTHORIZATION TO CONSTRUCT (ATC) FOR ALL OSSF IN BRAZOS COUNTY REGARDLESS OF THE ACREAGE OF THE TRACT. NO OSSF SHALL BEGIN CONSTRUCTION IN BRAZOS COUNTY PRIOR TO THE ISSUANCE OF THE ATC. D. OSSF PLANNING MATERIALS SHALL INCLUDE THE REQUIRED TOPOGRAPHY ANALYSIS FOR EACH TRACT AND DEMONSTRATE TO THE SATISFACTION OF THE PERMITTING AUTHORITY IN THE DESIGN TECHNICAL REPORT AND SITE DRAWINGS THE SUITABILITY OF THE PROPOSED DISPOSAL METHOD FOR THE SLOPE AND DRAINAGE FEATURES OF EACH TRACT TO ENSURE PROTECTION OF SURFACE AND GROUND WATERS OF THE STATE. E. ANY POTENTIAL OSSF SITE WITHIN A 100-YEAR FLOODPLAIN IS SUBJECT TO THE SPECIAL PLANNING REQUIREMENTS IN 30 TAC §285.31.(C)(2) AND SHALL BE LOCATED SO THAT A FLOOD WILL NOT DAMAGE THE OSSF DURING A FLOOD EVENT, RESULTING IN CONTAMINATION OF THE ENVIRONMENT. F. NO OSSF TANK, COLLECTION, DISTRIBUTION, OR DISPOSAL MAY ENCROACH THE SEPARATION REQUIREMENTS OF SURFACE OR GROUND WATER INCLUDING FOR INTERMITTENT AND PERENNIAL STREAMS AND THE NORMAL POOL LEVEL OF IMPOUNDMENTS OR SPILLWAY ELEVATION. SUBDIVISION AND DEVELOPMENT PLANS ALTERING THE LOCATION AND NATURAL STREAMBED OF MAPPED DRAINAGES SHOULD OBTAIN THE PERMISSION OF THE BRAZOS COUNTY ENGINEER AND ANY OTHER STATE OR FEDERAL AGENCY REGULATING SURFACE WATERS OF THE STATE AND WHERE SUCH ALTERATION OCCUR PROVIDE A COPY OF THE ENGINEERED DRAINAGE PLAN TO THE OSSF PERMITTING AUTHORITY WITH THE SUBDIVISION PLAT OR DEVELOPMENT PLAN. G. THE LOCATIONS OF ALL PRIVATE AND PUBLIC WATER WELLS, WHETHER CURRENTLY IN USE OR ABANDONED, AND REGARDLESS OF AVAILABILITY OF POTABLE WATER SUPPLY FROM PWS AT A TRACT, SHALL BE INDICATED ON THE SUBDIVISION SURVEY AND ANY SITE DRAWINGS AND SHALL REQUIRE THE SEPARATION DISTANCES SPECIFIED IN 30 TAC §285.91.(10). A COPY OF THE WELL PLUGGING REPORT FILED WITH THE TEXAS WATER DEVELOPMENT BOARD IS REQUIRED FOR ANY WELL PREVIOUSLY KNOWN OR INDICATED AT A TRACT. DO NOT REMOVE WELL HEADS PRIOR TO THE REQUIRED PLUGGING OF THE BORE. SEPARATION DISTANCES OF OSSF FROM PREVIOUSLY KNOWN WATER WELLS WILL NOT BE REDUCED WITHOUT A PLUGGING REPORT DOCUMENTING PROTECTION OF GROUNDWATER AQUIFERS. THIS SITUATION COULD PREVENT APPROVAL OF AN OSSF FOR A SMALL TRACT. H.NO OSSF TREATMENT OR DISPOSAL COMPONENTS MAY ENCROACH INTO ANY AREA RESERVED AS A PUBLIC UTILITY EASEMENT (PUE) WITHOUT A VARIANCE BEING REQUESTED AND APPROVED BY THE PERMITTING AUTHORITY. VARIANCE WILL BE REVIEWED AND APPROVED ON A CASE -BY -CASE BASIS. PROPOSED ENCROACHMENTS INTO PIPELINE AND ELECTRICAL TRANSMISSION EASEMENTS SHALL REQUIRE BOTH THE APPROVED VARIANCE BY THE PERMITTING AUTHORITY AND ALL LETTERS OF PERMISSION DESCRIBED IN §285.91.(10) OR AS REQUIRED BY THE PERMITTING AUTHORITY IN SUPPORT OF ANY APPROVED VARIANCE. ALL UNDERGROUND AND OVERHEAD EASEMENTS MUST BE CLEARLY DELINEATED ON THE SUBDIVISION PLAT WITH DIMENSIONS INDICATED. 18. THIS IS A PLANNED ESTATE LOT AND AT THE TIME OF A SEWER EXTENSION BECOMING REASONABLY AVAILABLE THIS LOT MAY BE REQUIRED TO CONNECT TO CITY SANITARY SEWER. 19. THE PRIVATE DRAINAGE EASEMENTS WILL BE MAINTAINED BY THE LOT OWNERS OR THE HOA, HOMEOWNERS ASSOCIATION. FENCES, GRADING AND LANDSCAPING CANNOT IMPEDE THE FLOW IN THE PRIVATE DRAINAGE EASEMENT. 20. THIS SURVEY PLAT WAS PREPARED TO REFLECT THE TITLE COMMITMENT ISSUED BY BLUEBONNET ABSTRACT AND TITLE, LLC, GF NO. PRE-25-167, EFFECTIVE DATE: 07/31/2025. ITEMS LISTED ON SCHEDULE B ARE ADDRESSED AS FOLLOWS: • ITEM 10j: BLANKET EASEMENT TO HUMBLE PIPE LINE CORP. RECORDED IN VOLUME 49, PAGE 44 (DRBCT); MODIFIED BY ENCROACHMENT AGREEMENT RECORDED IN VOLUME 854, PAGE 599 (ORBCT), MAY OR MAY NOT AFFECT THIS TRACT DUE TO A VAGUE DESCRIPTION. • ITEM 10k: BLANKET EASEMENT TO CITY OF BRYAN RECORDED IN VOLUME 98, PAGE 81 (DRBCT), DOES AFFECT THIS TRACT, BUT IS BLANKET IN NATURE AND NOT PLOTTABLE. • ITEM 101: EASEMENT TO GULF STATES UTILITY CO. RECORDED IN VOLUME 130, PAGE 150 (DRBCT), DOES NOT AFFECT THIS TRACT. • ALL OTHER ITEMS ARE NOT SURVEY ITEMS AND/OR ARE NOT ADDRESSED BY THIS PLAT. i