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Home My WebLink AboutAggieland Business Park Ph3CINEENE 40 20 0 40 SCALE IN FEET CERTIFICATE OF OWNERSHIP AND DEDICATION 8330 JONES ROAD, LLC AGGIELAND BUSINESS PARK PHASE 4 BLOCK 4, LOT 7 10.062 ACRES 9336/100 r - i/-10' PUE .STATE OF TEXAS COUNTY OF BRAZOS I, Jim Jett, 60 -Jones Associates Ltd., owner and developer of the land shown on this plat, and designated. herein as the Aggieland Business Park, Phase 3C, in Brazos County, Texas, and whose name is subscribed hereto, hereby dedicate to the use of the public forever all streets, alleys, parks, greenways, infrastructure, easements, and public places therein expressed. All such dedications shall be in fee simple unless expressly provided otherwise. STATE OF TEXAS COUNTY OF BRAZOS Before me, the undersigned authority, on this day personally appeared Jim Jett, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that be executed the same for the purpose and consideration therein stated. Given under my hand and seal on this 0_ day of ��U1� 201-%-. ell ""4.,, RICHARD CHRISTOPHER FLORE 3,pv� Notary Public, State of Texas NotaryVPffc.Brazos County, Texas s Comm. Expires 03-29-2020 OF NM' Notary ID 128935914 CERTIFICATE OF THE SURVEYOR STATE OF TEXAS COUNTY OF BRAZOS I, Brad Kerr, Registered Professional Land or No. 4502, in the State of Texas, hereby certify that this plat is true and t an prepared from an actual survey of the property and that the m ers and monuments were placed under my supervision on the groun . R.P.L.S. No. 4502 BRAD KERR 9 4502 '0�ESS�� r PUE PUE LOT 36 2.965 AC. 60 - JONES ASSOCIATES, LTD. REM. 51.194 ACRE TRACT 7020/244 CERTIFICATE OF CITY PLANNER I, ity Planner 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 Plann --� CE 11FlCATE IOF' CITY ENGINEER 1. 0 `2 `d - 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 City of College Station CERTIFICATE OF APPROVAL This subdivision was duly approved by the Comm' syr io rs Court of Brazos County, TeNap,as the Final Plat of , h subdivision on day of Signed this the Jay of County Judge, Brazos County Filed for Record Official Public Records Of: Brazos County Clerk On: 2/22/2018 10:01:55 AM In the PLAT Records Doc Number: 2018-1321703 Volume -Page: 14510-27 Number of Pages: 1 Amount: 73.00 Order#:20180222000022 By: DB y1�1C fl F. r oti, ,�,Fyo county, do hereby certify was filed for record in the Official Records of yan, Texas. Cou y Clerk Brazos County, T o 20' PUE--"- I 40 0' 5.00' } 10' BTU ELECTRICALS EASEMENT PART #2 1935/279 NOTES: 1. BEARING SYSTEM SHOWN HEREON IS BASED ON STATE PLAIN CENTRAL ZONE GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION. 2. DISTANCES SHOWN HEREON ARE SURFACE DISTANCES UNLESS OTHERWISE NOTED. TO OBTAIN GRID DISTANCES MULTIPLY BY A COMBINED SCALE FACTOR OF 0.99989754548160 (CALCULATED USING GEOIDI2A). 3. NO PORTION OF THIS TRACT IS WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO THE F.E.MA. FLOOD INSURANCE RATE MAP FOR BRAZOS COUNTY AND INCORPORATED AREAS, MAP NO. 48041 CO285E, EFFECTIVE DATE: MAY 16, 2012. 4. THE LAND USE IS COMMERCIAL. 5. THIS DEVELOPMENT IS WITHIN EXTRA -TERRITORIAL JURISDICTION (ETJ) OF THE CITY -5/8- IRON COLLEGE STATION. ROD FOUND 6. CURVE LENGTHS SHOWN ARE CHORD LENGTHS. 7. THE WATER SUPPLIER FOR THIS DEVELOPMENT IS THE WELLBORN SPECIAL UTILITY DISTRICT. THESE WATERLINES WILL PROVIDE THE REQUIRED FLOW TO FIRE HYDRANTS TO MEET FIRE PROTECTION REQUIREMENTS. 8. ELECTRIC SERVICE FOR THIS DEVELOPMENT WILL BE PROVIDED BY BRYAN TEXAS UTILITIES (BTU). THE ELECTRIC DISTRIBUTION LINES WILL BE LOCATED IN THE 16' UTILITY EASEMENT AT THE FRONT OF THE LOTS AND IN THE SIDE LOT EASEMENTS. ELECTRICAL DISTRIBUTION LINES MAY ALSO BE LOCATED IN THE 20' P.U.E. ALONG THE PERIMETER OF THE SUBDIVISION. ADDITIONAL EASEMENTS WILL BE PROVIDED AS REQUIRED BY BTU. 9. LOTS ARE TO BE SEWERED BY INDIVIDUAL ON-SITE SEWAGE FACILITIES (OSSFs) WHICH MUST COMPLY WITH ALL COUNTY & STATE OSSF REGULATIONS. ALL OSSF CONSTRUCTION MUST HAVE AN AUTHORIZATION TO CONSTRUCT" PERMIT ISSUED BY THE BRAZOS COUNTY HEALTH DEPARTMENT. THIS PERMIT ENSURES COMPLIANCE WITH THE COUNTY ORDER ADOPTED BY THE PROVISIONS OF SECTION 21.084 OF THE TEXAS WATER CODE. ON-SITE SEWAGE FACILITIES DISPOSAL AREAS SHALL NOT ENCROACH THE 100 FOOT OR THE 150 FOOT SANITARY ZONE OF A PRIVATE OR PUBLIC WELL, RESPECTIVELY. 10. DRAINAGE OF THE LOTS WILL FOLLOW NATURAL DRAINAGE PATTERNS. BORROW DITCHES WILL CONVEY RUNOFF TO CULVERT STRUCTURE OR TO NATURAL DRAINAGES. THE EXISTING DRAINAGE WAYS SHALL BE PRESERVED IN THEIR CONDITIONS AND THE NATURAL FLOW OF WATER IN THE EXISTING DRAINAGE WAYS SHALL NOT BE OBSTRUCTED. 11. ALL TREES AND BRUSH SHALL BE REMOVED FROM THE ROADWAY RIGHTS-OF-WAY, RIGHTS-OF-WAY DEDICATIONS AREAS AND PUBLIC UTILITY EASEMENTS. 12. THERE SHALL BE A 5' WIDE EASEMENT FOR ANCHORS AND GUY NECESSARY TO HELP o SUPPORT OVERHEAD UTIITY LINES. SAID EASEMENTS WILL EXTEND 20' BEYOND ANY UTILITY CD EASEMENTS. 13. BUILDING SETBACKS ARE 25' ADJACENT TO ALL STREETS. 14. STORMWATER DETENTION WILL BE PROVIDED FOR EACH LOT. THE DETENTION FACILITY MAY BE LOCATED ON THE LOT OR PROVIDED DOWNSTREAM IN A DETENTION FACILITY THAT SERVES MORE THAN ONE LOT. IF A STORMWATER DETENTION FACILITY IS PROVIDED IN FUTURE PHASE 3D, A PRIVATE DRAINAGE EASEMENT WILL BE PROVIDED AY A SEPARATE INSTRUMENT. A STORMWATER DETENTION FACILITY DESIGN WILL BE PROVIDED FOR EACH LOT WITH THE DEVELOPMENT OF THE LOT AND THE DESIGN SHOULD BE SUBMITTED TO THE BRAZOS COUNTY ENGINEER FOR REVIEW. 15. DRIVEWAYS FOR EACH LOT ARE REQUIRED TO HAVE A PERMIT FROM THE BRAZOS COUNTY ROAD AND BRIDGE DEPARTMENT. ALL DRIVEWAY CONSTRUCTION TO BE IN ACCORDANCE WITH THEIR REQUIREMENTS. 16. 1/2 INCH IRON ROD SET AT ALL CORNERS UNLESS OTHERWISE INDICATED. 17. NO STRUCTURE OR LAND WITHIN THIS PLAT SHALL HEREAFTER BE LOCATED OR ALTEFft 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 V OUTSIDE THE PERIMETER OF THE BUILDING, OR TWO (2) FEET ABOVE THE BASE FLOOD V ELEVATION (-BFE'), WHICHEVER IS HIGHER. 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. 18. 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 ("NDCBUs") 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. 19. THE PROPERTY IS IN BRYAN ISD. Curve Table CURVE III LENGTH RADIUS DELTA I TANGENT CHORD CHORD DIRECTION C1 204.09' 904.93' 1 01755'20' 102.48' 1 2(1`3.66' S54'O6'41-E LEGEND PROPERTY BOUNDARY RIGHT OF WAY - PROPOSED PUBLIC UTILITY EASEMENT (P.U.E) - EXISTING PUBLIC UTILITY EASEMENT (P.U.E) O PROPERTY CORNER METES AND BOUNDS DESCRIPTION OF ALL ;THAT CERTAIN TRACT OR PARCEL OF LAND LYING AND BEING SITUATED IN THE J. H. JONES SURVEY,: ABSTRACT NO. 26, BRAZOS COUNTY, TEXAS. SAID TRACT BEING A POTION OF THE REMAINDER OF A CALLED 79.169 ACRE TRACT DESCRIBED AS TRACT ONE BY A DEED TO 60 -JONES ASSOCIATES, LTD. RECORDED IN VOLUME 7020, PAGE 244 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS. SAID TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING AT A 5/8 INCH IRON ROD FOUND ON THE SOUTHWEST LINE OF JONES ROAD (VARIABLE WIDTH R.O.W. AT THIS POINT) MARKING THE, EAST CORNER OF LOT 7, BLOCK 4, AGGIELAND BUSINESS PARK, PHASE 4, ACCORDING TO THE PLAT RECORDED IN VOLUME 8169, PAGE 135 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS, AND THE NORTH CORNER OF SAID REMAINDER OF 79.169 ACRE TRACT, SAID IRON ROD FOUND MARKING THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF 904.93 FEET; THENCE: ALONG THE SOUTHWEST LINE OF JONES ROAD AND ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 12° 55'20" FOR AN ARC DISTANCE OF 204.09 FEET (CHORD BEARS: S 54° 06' 41" E - 203.66 FEET) TO THE END OF SAID CURVE, FOR REFERENCE A 1/2 INCH IRON ROD FOUND BEARS: S 00'41' 20" W FOR A DISTANCE OF 0.26 FEET; THENCE: S 47° 39'02' E CONTINUING ALONG THE SOUTHWEST LINE OF JONES ROAD FOR A DISTANCE OF 120.15 FEET TO THE EAST CORNER OF THIS HEREIN DESCRIBED TRACT, FOR REFERENCE A 1/2 INCH IRON ROD FOUND ON THE SOUTHWEST LINE OF JONES ROAD BEARS: S 47° 39'02" E FOR A DISTANCE OF 1382.42 FEET; THENCE: S 42° 20' 58" W THROUGH SAID'IREMAINDER OF 79.169 ACRE TRACT FOR A DISTANCE OF 405.23 FEET TO THE SOUTH CORNER OF THIS HEREIN DESCRIBED TRACT; THENCE: N 47° 39' 02" W CONTINUING THROUGH SAID REMAINDER OF 79.169 ACRE TRACT FOR A DISTANCE OF 322.51 FEET TO THE COMMON LINE OF SAID REMAINDER OF 79.169 ACRE TRACT AND SAID LOT 7 (PLAT 8169/135); THENCE: N 42° 20' 58" E ALONG THE COMMON LINE OF SAID REMAINDER OF 79.169 ACRE TRACT AND SAID LOT 7 FOR A DISTANCE OF 382.31 FEET TO THE POINT OF BEGINNING CONTAINING 2.965 ACRES OF LAND, MORE OF LESS, AS SURVEYED ON THE GROUND. BEARING SYSTEM SHOWN HEREIN IS BASED ON THE TEXAS STATE PLANE CENTRAL ZONE GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION. BRAD KERR REGISTERED PROFESSIONAL LAND SURVEYOR No. 4502 DRIVEWAY CULVERT SUMMARY BLOCK/LOT MINIMUM MINIMUM CULVERT SIZE LENGTH (ft) BLOCK 7 1801 24 LOT 36 VICINITY MAP FIN -AL PLAT AGGIELAND WP ® • C 60 -JONES ASSOCIATESiILTD 6166 Imperial Loop, Suite IhO College Station, TX, 77840 (979)571-4341 PHASE 3C 2.965 ACRES J.H. JONES SURVEY, A-26 STATION, BRAZOS COUNTY, TEXAS 1 LOT BLOCK 7, LOT 36 SCALE 1" = 40' FEBRUARY2018 , ENGINEER: SURVEYOR: Brad Kerr, RPLS No. 4502 Kerr Surveying, LLC 409 N. Texas Ave. Bryan, TX 77803 (979) 268-3195 SC LTZ Engine" L LLC TBPEjNO. 12327 911 SOUTHWEST PKWY E. College Station, Texas 77840 (979)764-3900