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HomeMy WebLinkAboutDrawingsUhl S orxp� VA u AT Wr. D PLAT It ;; " ^t `\ -_ �_ ";. -, \\ 1 , "• . LOT 10 1 ,� • \l 2309 AC. 1� )ND" \'� LOT 11 O 4333, PG. 194 2;� 7711 799 AL. ai n <" LOT UNPLATT1CD /„- - OtrxLlL Ea" N. Schehin Trust zn N a ec. Pon of 170.492 AG. 4339/1771 LOTi 2.117M 0. brL tbu�f % "7 J d alto � / 1 1 Y t"oeert �� 1 LOT 1 , 1 LOT 2 / ..S3y //% 11 t L.lt♦r.0 X11 I.76 A^. I •.WeucnT 1 1 LOT , , /� 73. ---MM---- BIL K 1 ; I LOTS / O 4Q _ LOT 1 � 'ti► � ' >' � / i - r-'-'- tl F \ 1¢ I J O I LOT 6 t t O ` t I I i !1 0 / LOT 5 III 1865 ,•L 1 1 Y 1 �11 t : -0T2 1 ' 2 1 :.T74 AC. k: x02 Ir to � . BLa *K 2 - = I 1 � -1 LOT a LOT 7 Q UNPLATTICID o>NM- mar H"twas 60 AC. Saw a Ex.W Tract 2413/75 I EXISTING CULVERT 1 100' U NPLATTED OWNER: JDE Develo 160.492 AC. Amer t Co. Ltd. 4339/199 Filed October 9 1 2001 6. LOT 9, BLOCK 1 OF FINAL PLAT CONSISTS OF LOT 9 AND WESTERN PORTION OF LOT 10, BLOCK 1 OF VACATED PLAT. 7. LOT 11, BLOCK 1 OF FINAL PLAT CONSISTS OF LOT 11 AND EASTERN NNW PORTION OF LOT 10, MINUS 30 FEET OF NORTHEASTERN PORTION OF LOT 1 1, r - - - - - ""'° °^� / 24o.s1' ...�„` �N = 14 , BLOCK 1 OF VACATED PLAT. 8. LOT 20, BLOCK 1 OF FINAL PLAT CONSISTS OF LOT 20 MINUS 43 FEET OF / NORTHEASTERN PORTION OF LOT 20, BLOCK 1 OF VACATED PLAT. - - - _ �e / 5 13.23' / 7 / 1 � A / �I I� / •� / I Imo; LOT 11 LOT 9 ► I 2.904 AC. �^,��� 3.288 AC. ► I I � \ � / \ C23 L20 N 'E - 30.60' 30' WIDE DRAINAGE S41'2N / 9 \ \ �` EASEMENT AND P.U.E. i L12 - - - - - 150.20' - 4 � / �� \ \ CENTERED ON LOT LIN , / C�2 - ` 238.33' - - r LOT 8 SUBJECT TRACT r BDIVISON LEGEND: loss � / 2.693 AC. \ \ \ ' / ' I j 30'x50' DRAINAGE _ EASEMENT CENTERED ON ROADWAY CENTERLINE - G I ,' 30'60' DRAINAGE �; OP �\ \\ LOT 13 N I I POND EASEMENT CENTERED 41. ON CULVERT p�QO \ \ \ 1.720 AC. M I I CO / N UNPLATTED T ER: Inez LOT 12 N M. Schehin Trust OW P.o.B. 2.219 AC . s,. < \ \ \ I 4.582 AC. 30'x50' DRAINAGE �hti / n � \ \ °3 �� °s \ \ �� / ^ \\ LOT 14 \\�\ Op _ S \ EASEMENT CENTERED Part O f 160 AC . ao � / ��� \ \ \� �. / \\ \ 2.092 AC. \ \ ! �- _ _ _ = '" ♦ N66• ON EXISTING CULVERT \ \ \ S��! i -- 1 4 4339/178 / \ \ \` 25 / � \ \ \ \ \ ! � l � \ \ o(�• - I �, - N4 1'56 x 23 E -� """"."�� / / / ' // \ \ \ �� 236.17 .... �. ' - - 333.29' - - _ - - - _7 / ' / /' l �i \sue � ( 3 . / / \ 1 1 3/1.86 _ I I ! � _ 43.00' I l I / I ( LOT 15 \ \ \ % !oo \ \ \\ \ LOT 19 \ 1 LOT 20 A BUCK / / / / ) / LOT 6 I 1.731 AC. \ ! !! 2 \ � wl 1 ^ N R.O.W. I 1 1 / / / / N1/ /- I \ \ � ! ! \ \ \\ \� 1.633 AC. 01 1 1.562 AC. I 2.941 AC. I 1 > ! LP I 1 Iw`I I LOT 1 3 // /' \ ! !, �\ \ \ \ \ 1 1 50'x50' DRAINAGE I r Ln ' I �/ LOT / / / / i \ /,- \ \ \ LOT 18 \ \ 1 EASEMENT CENTERED t I 2.860 AC. �/ I/� 2.954 AC. / // 1 ! ! \ \ \ s \ 1 1 ON STA. 25 +09 I i 24 EXISTING ' 1 �/ / / // //I \ \ 9���! , ! ! \\ \\ \ o. 1.821 AC. �/ LOT 4 / \ \ �! \ %\ �, \ \ 1 1 L C1 1E PAVEMENT , I ' /� / / s� ° � i! \ LOT 17 ° ` \ F \ \ -� C33 L � ,! TURN AROUND WIDTH I 50' BUILDING / / / h 2.925 AC. / L - - - - - - N44'S615 E - - - - - _ , = ! 9�` \ \ 1.698 AC. \ \ 40'x50' DRAINAGE \ \ \ o o SETBACK LINE - I / / / ----------- - - - - -- �! \ \ \ \ EASEMENT CENTERED �\ X28 o 30 / ALONG F.M. 2154 / / r `'\ ! %' \ \ q) I { 1 'x50' DRAINAGE ,' / / 365.45 ,� � \ \ ON STA. 22 +26 \( � �- C3� _ L It EASEMENT CENTERED (� / K ON CULVERT U C2 It 73 LOT 16 \ \ \ \ \ / / S3 3b2 4l "w �-- C14 / lL \ / / l 1 2.012 AC. r�s 6 2 LOT .96 AC. � 1 00 1 p 474 J / / /"' 30'60' DRAINAGE / JG ?9 - C30 ' 1 e� 4- // / EASEMENT CENTERED . - - - 052 ON STA. 11+95 o Part of 160.492 AC. 4339/178 T HE PURPOSE OF THIS REVISED PLAT ►S TO MAKE CHANGES IN LOTS AS NOTED ABOVE IN SUMMARY OF CHANGES. `fl 30' WIDE DRAINAGE _ VE / -/ C45 LOT 12 EASEMENT CENTERED J _ - _ - I } 1 1 I - _ _ �� �g2 ` \ c c \\ 1.945 AC. ON CULVERT I OWNER/DEVELOPER: LOT 1 ` cl s \ -1 _ - - C43 ' ' \ D 2.031 AC. / �5ti 35 / � V / �� \\ \ LOT �I I I Iv v L - - -__ S45'05'05 °W - - - - -J 6 / 4t' / EXISTING CULVERT V \ 1 I ` � 64 g� w / / (- \ 2.048 AC. � I00 LOT 10 -� p I 30' WIDE DRAINAGE 42 � / / \ Part of 5 7.7 2 AC . 322.20' � \ �\ (00 .717 AC. J ^ a0 1 EASEMENT CENTERED BS9\ \ ZI I N 1 j U j ► `° 2 413 / 75 1 _ I ON EXISTING CULVERT / i 1 i LOT 6 \ t \\ { I © LOT 5 I I I 1.865 AC. \\ B L C� K 2 I I W m ' �w I ' LOT 2 / 1.774 AC.I I \ r- \ I Z I LOT 13 i o r I I �I I \ Q \ s 23 ,. w , I I J I 1.646 AC. (� U) w 1.870 AC. N \ _ -3 - --- I Q I ` 50' BUILDING / 0 z G _ - I - - - N4471' - _ - - J LL I I N' SETBACK LINE I I I Cn 264.80 I r - - - 2ssA0' 7 1 I BLOCK - - , ------ - - - - -- I ALONG F.M. 2154 1 ` ` 1 I / yy= v L_ - S48'05'36'W � � { I --_ -� r " ___ s ss�s'ls•w __ I_ N35'35'17"E ____... - I I � I ° �L -- ---__- 3 4__- - J IL C-3 / 335.94' y -... LOT I o LOT 11 I r I i t LOT 4 I I I I I I I I LOT 14 ►_ I LOT 7 C 1 738 AC I ° MLS Development Corporation 200 River Points, Suite 3`9 Conroe, Texas 77304 (888) 828 -0895 SURVEYOR/ Riley Engineering Company ENGINEER: 7182 Riley Road Bryan, Texas 77808 (979) 589 -2457 ENGINEER: CSC Engineering & Environmental Consultants, Inc. 3407 Tabor Road Bryan, Texas 77808 (979) 778 -2810 I I � �I 1.748 A ZI I N loj 2.038 AC. I FINA 1.894 AC III 2.094 AC. �I�, 1 1 I� o l LO N ° NI o 100 0 100 FEET P LAT ` (REP { g I 1 I I a I I ° o rn o 30 WIDE DRAINAGE (( ICI 30' WIDE DRAINAGE I ' 1.739 AC. _I I 4 1 1 1° I I EASEMENT AND P.U.E. EASEMENT AND I I SHEET 1 OF 2 I� 11 1 I P.U.E. I ' I Z I ► CENTERED ON LOT LINE I I CENTERED ON LOT LINE 1 I 1 1 1 1 1 1 I I I ------------- - - - --� i------------- - - - -- � 1 ------ - - - - -- ' 275.00 5' 250.76' - - - -- 407.50' 1 353.16' 338.00' 419.3 1 { - ._ -� .� r Wool ♦ ire - J....__ -- -- -_ -- _- - - - - -- S45'05'05'W - 2043.77' UNPLATTED OWNER. Margaret Havens 60 AC. Save & Except Tract LOT 10 1.749 AC. Abbreviation Subdivision Property Boundary Lot Boundary Easements Proposed Right of Way Proposed Centerline of Road Way Lot Number Lot Area P.U.E. - Public Utility Easement P.D.E. - Public Drainage Easement R.O.W. - Right of Way AC. - Acres P.O.B. - Point of Beginning BENTWOOD ESTATES - PHASE I 2 BLOCKS - 31 LOTS 76.526 ACRES - BRAZOS CO., TEXAS B.B.B. & C.R.R. SURVEY, A -82 B. McGREGOR SURVEY, A -170 JANUARY 2003 SUMMARY OF CHANGES 1. LOT 1, BLOCK 1 OF FINAL PLAT CONSISTS OF LOT 1 AND WESTERN PORTION OF LOT 2, BLOCK 1 OF VACATED PLAT. 2. LOT 3, BLOCK 1 OF FINAL PLAT CONSISTS OF LOT 3 AND EASTERN PORTION OF LOT 2, BLOCK 1 OF VACATED PLAT. 3. LOT 4, BLOCK 1 OF FINAL PLAT CONSISTS OF LOT 4 MINUS NORTHERN PORTION OF LOT 4, BLOCK 1 OF VACATED PLAT. 4. LOT 6, BLOCK 1 OF FINAL PLAT CONSISTS OF LOT 6, NORTHERN PORTION OF LOT 4, AND SOUTHERN PORTION OF LOT 7, BLOCK 1 OF VACATED PLAT. 5. LOT 8, BLOCK 1 OF FINAL PLAT CONSISTS OF LOT 8 AND NORTHERN PORTION OF LOT 7, BLOCK 1 OF VACATED PLAT. U NPLATTED OWNER: JDE Develo 160.492 AC. Amer t Co. Ltd. 4339/199 Filed October 9 1 2001 6. LOT 9, BLOCK 1 OF FINAL PLAT CONSISTS OF LOT 9 AND WESTERN PORTION OF LOT 10, BLOCK 1 OF VACATED PLAT. 7. LOT 11, BLOCK 1 OF FINAL PLAT CONSISTS OF LOT 11 AND EASTERN NNW PORTION OF LOT 10, MINUS 30 FEET OF NORTHEASTERN PORTION OF LOT 1 1, r - - - - - ""'° °^� / 24o.s1' ...�„` �N = 14 , BLOCK 1 OF VACATED PLAT. 8. LOT 20, BLOCK 1 OF FINAL PLAT CONSISTS OF LOT 20 MINUS 43 FEET OF / NORTHEASTERN PORTION OF LOT 20, BLOCK 1 OF VACATED PLAT. - - - _ �e / 5 13.23' / 7 / 1 � A / �I I� / •� / I Imo; LOT 11 LOT 9 ► I 2.904 AC. �^,��� 3.288 AC. ► I I � \ � / \ C23 L20 N 'E - 30.60' 30' WIDE DRAINAGE S41'2N / 9 \ \ �` EASEMENT AND P.U.E. i L12 - - - - - 150.20' - 4 � / �� \ \ CENTERED ON LOT LIN , / C�2 - ` 238.33' - - r LOT 8 SUBJECT TRACT r BDIVISON LEGEND: loss � / 2.693 AC. \ \ \ ' / ' I j 30'x50' DRAINAGE _ EASEMENT CENTERED ON ROADWAY CENTERLINE - G I ,' 30'60' DRAINAGE �; OP �\ \\ LOT 13 N I I POND EASEMENT CENTERED 41. ON CULVERT p�QO \ \ \ 1.720 AC. M I I CO / N UNPLATTED T ER: Inez LOT 12 N M. Schehin Trust OW P.o.B. 2.219 AC . s,. < \ \ \ I 4.582 AC. 30'x50' DRAINAGE �hti / n � \ \ °3 �� °s \ \ �� / ^ \\ LOT 14 \\�\ Op _ S \ EASEMENT CENTERED Part O f 160 AC . ao � / ��� \ \ \� �. / \\ \ 2.092 AC. \ \ ! �- _ _ _ = '" ♦ N66• ON EXISTING CULVERT \ \ \ S��! i -- 1 4 4339/178 / \ \ \` 25 / � \ \ \ \ \ ! � l � \ \ o(�• - I �, - N4 1'56 x 23 E -� """"."�� / / / ' // \ \ \ �� 236.17 .... �. ' - - 333.29' - - _ - - - _7 / ' / /' l �i \sue � ( 3 . / / \ 1 1 3/1.86 _ I I ! � _ 43.00' I l I / I ( LOT 15 \ \ \ % !oo \ \ \\ \ LOT 19 \ 1 LOT 20 A BUCK / / / / ) / LOT 6 I 1.731 AC. \ ! !! 2 \ � wl 1 ^ N R.O.W. I 1 1 / / / / N1/ /- I \ \ � ! ! \ \ \\ \� 1.633 AC. 01 1 1.562 AC. I 2.941 AC. I 1 > ! LP I 1 Iw`I I LOT 1 3 // /' \ ! !, �\ \ \ \ \ 1 1 50'x50' DRAINAGE I r Ln ' I �/ LOT / / / / i \ /,- \ \ \ LOT 18 \ \ 1 EASEMENT CENTERED t I 2.860 AC. �/ I/� 2.954 AC. / // 1 ! ! \ \ \ s \ 1 1 ON STA. 25 +09 I i 24 EXISTING ' 1 �/ / / // //I \ \ 9���! , ! ! \\ \\ \ o. 1.821 AC. �/ LOT 4 / \ \ �! \ %\ �, \ \ 1 1 L C1 1E PAVEMENT , I ' /� / / s� ° � i! \ LOT 17 ° ` \ F \ \ -� C33 L � ,! TURN AROUND WIDTH I 50' BUILDING / / / h 2.925 AC. / L - - - - - - N44'S615 E - - - - - _ , = ! 9�` \ \ 1.698 AC. \ \ 40'x50' DRAINAGE \ \ \ o o SETBACK LINE - I / / / ----------- - - - - -- �! \ \ \ \ EASEMENT CENTERED �\ X28 o 30 / ALONG F.M. 2154 / / r `'\ ! %' \ \ q) I { 1 'x50' DRAINAGE ,' / / 365.45 ,� � \ \ ON STA. 22 +26 \( � �- C3� _ L It EASEMENT CENTERED (� / K ON CULVERT U C2 It 73 LOT 16 \ \ \ \ \ / / S3 3b2 4l "w �-- C14 / lL \ / / l 1 2.012 AC. r�s 6 2 LOT .96 AC. � 1 00 1 p 474 J / / /"' 30'60' DRAINAGE / JG ?9 - C30 ' 1 e� 4- // / EASEMENT CENTERED . - - - 052 ON STA. 11+95 o Part of 160.492 AC. 4339/178 T HE PURPOSE OF THIS REVISED PLAT ►S TO MAKE CHANGES IN LOTS AS NOTED ABOVE IN SUMMARY OF CHANGES. `fl 30' WIDE DRAINAGE _ VE / -/ C45 LOT 12 EASEMENT CENTERED J _ - _ - I } 1 1 I - _ _ �� �g2 ` \ c c \\ 1.945 AC. ON CULVERT I OWNER/DEVELOPER: LOT 1 ` cl s \ -1 _ - - C43 ' ' \ D 2.031 AC. / �5ti 35 / � V / �� \\ \ LOT �I I I Iv v L - - -__ S45'05'05 °W - - - - -J 6 / 4t' / EXISTING CULVERT V \ 1 I ` � 64 g� w / / (- \ 2.048 AC. � I00 LOT 10 -� p I 30' WIDE DRAINAGE 42 � / / \ Part of 5 7.7 2 AC . 322.20' � \ �\ (00 .717 AC. J ^ a0 1 EASEMENT CENTERED BS9\ \ ZI I N 1 j U j ► `° 2 413 / 75 1 _ I ON EXISTING CULVERT / i 1 i LOT 6 \ t \\ { I © LOT 5 I I I 1.865 AC. \\ B L C� K 2 I I W m ' �w I ' LOT 2 / 1.774 AC.I I \ r- \ I Z I LOT 13 i o r I I �I I \ Q \ s 23 ,. w , I I J I 1.646 AC. (� U) w 1.870 AC. N \ _ -3 - --- I Q I ` 50' BUILDING / 0 z G _ - I - - - N4471' - _ - - J LL I I N' SETBACK LINE I I I Cn 264.80 I r - - - 2ssA0' 7 1 I BLOCK - - , ------ - - - - -- I ALONG F.M. 2154 1 ` ` 1 I / yy= v L_ - S48'05'36'W � � { I --_ -� r " ___ s ss�s'ls•w __ I_ N35'35'17"E ____... - I I � I ° �L -- ---__- 3 4__- - J IL C-3 / 335.94' y -... LOT I o LOT 11 I r I i t LOT 4 I I I I I I I I LOT 14 ►_ I LOT 7 C 1 738 AC I ° MLS Development Corporation 200 River Points, Suite 3`9 Conroe, Texas 77304 (888) 828 -0895 SURVEYOR/ Riley Engineering Company ENGINEER: 7182 Riley Road Bryan, Texas 77808 (979) 589 -2457 ENGINEER: CSC Engineering & Environmental Consultants, Inc. 3407 Tabor Road Bryan, Texas 77808 (979) 778 -2810 I I � �I 1.748 A ZI I N loj 2.038 AC. I FINA 1.894 AC III 2.094 AC. �I�, 1 1 I� o l LO N ° NI o 100 0 100 FEET P LAT ` (REP { g I 1 I I a I I ° o rn o 30 WIDE DRAINAGE (( ICI 30' WIDE DRAINAGE I ' 1.739 AC. _I I 4 1 1 1° I I EASEMENT AND P.U.E. EASEMENT AND I I SHEET 1 OF 2 I� 11 1 I P.U.E. I ' I Z I ► CENTERED ON LOT LINE I I CENTERED ON LOT LINE 1 I 1 1 1 1 1 1 I I I ------------- - - - --� i------------- - - - -- � 1 ------ - - - - -- ' 275.00 5' 250.76' - - - -- 407.50' 1 353.16' 338.00' 419.3 1 { - ._ -� .� r Wool ♦ ire - J....__ -- -- -_ -- _- - - - - -- S45'05'05'W - 2043.77' UNPLATTED OWNER. Margaret Havens 60 AC. Save & Except Tract LOT 10 1.749 AC. Abbreviation Subdivision Property Boundary Lot Boundary Easements Proposed Right of Way Proposed Centerline of Road Way Lot Number Lot Area P.U.E. - Public Utility Easement P.D.E. - Public Drainage Easement R.O.W. - Right of Way AC. - Acres P.O.B. - Point of Beginning BENTWOOD ESTATES - PHASE I 2 BLOCKS - 31 LOTS 76.526 ACRES - BRAZOS CO., TEXAS B.B.B. & C.R.R. SURVEY, A -82 B. McGREGOR SURVEY, A -170 JANUARY 2003 1 . ACCOt?D!NG TO THE FLOOD INSURANCE RATE MAPS FOR BRAZOS COUNTY, TEXAS AND INCORPORATED AREAS, MAP NUMBER 48041 CO215 C, PAI�,�1 NO. 0215C, EFFECTIVE JULY 2, 1992, THE PROPERTY DOES NOT LIE WITHIN THE 100 YEAR FLOODPLAIN. 2. l,i ii -Ai v1 BUILDING SETBACK REQUIREMENTS ARE AS DEFINED BY CURRENT EDITION OF THE BRAZOS COUNTY SUBDIVISION AND DEVELOPMENT rna_ I THERE IS A MINIMUM 25' BUILDING SETBACK LINE ADJACENT TO ALL PUBLIC RIGHTS -OF -WAY UNLESS A GREATER DISTANCE IS C,- ',LLED OUT IN THE DEED RESTRICTIONS. 3. THIS DEVELOPMENT IS CURRENTLY IN THE BRYAN, TEXAS UTILITIES SERVICE TERRITORY FOR ELECTRICAL SERVICE. 4. WATER SERVICE WILL BE SUPPLIED BY THE WELLBORN SPECIAL UTILITY DISTRICT. 5. SANITARY SEWER SERVICE WILL BE BY ON -SITE SANITARY SEWER FACILITIES (OSSFS). ALL LOTS SERVED BY AN ON -SITE SEWAGE FACILITY (OSSF) MUST COMPLY WITH COUNTY AND 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 COMMISSIONERS COURT OF BRAZOS COUNTY, PURSUANT TO THE PROVISIONS OF SECTION 21.084 OF THE TEXAS WATER CODE. 6. ALL LOTS WILL BE REQUIRED TO HAVE A SITE /SOIL EVALUATION ON FILE WITH THE BRAZOS COUNTY HEALTH DEPARTMENT BEFORE ON -SITE SEWAGE FACILITY MAY BE CONSTRUCTED. 7. PUBLIC UTILITY EASEMENT REQUIREMENTS ARE AS FOLLOWS: 20' P.U.E. ALONG SUBDIVISION BOUNDARIES; 20' P.U.E. EACH SIDE OF ALL RIGHT -OF -WAY BOUNDARIES; 20' P.U.E. CENTERED ALONG EACH LOT LINE. 8. IN ADDITION TO INDICATED DRAINAGE EASEMENTS THERE IS DEDICATED A 20' WIDE DRAINAGE EASEMENT ALONG THE CENTERLINE OF ALL SWALES, DITCHES OR OTHER DRAINAGE CONVEYANCES AS NEEDED FOR OVERALL DRAINAGE IN THE SUBDIVISION. 9. THERE IS ALSO DEDICATED A 5'x30' GUY EASEMENT ON ALL LOTS WHERE NEEDED FOR OVERHEAD ELECTRICAL POLE SUPPORT. 10. ZONING: RURAL AREA 11. LAND USE: SINGLE FAMILY RESIDENTIAL FIELD NOTES: N 52'43'37' E FOR FIELD NOTES OF A 76.526 ACRES TRACT OR PARCEL OF LAND LYING AND BEING SITUATED IN THE B. MCGREGOR SURVEY, A -170, AND BEING PAGE 75, O.R.B.C.T., AND PART OF THE 317 PART OF THE CALLED 57.72 ACRES TRACT DESCRIBED IN THE DEED RECORDED IN VOLUME 2413, 85, D.R.B.C.T., SAID 76.526 ACRES TRACT BEING MORE PARTICULARLY ACRES TRACT DESCRIBED IN THE DEED RECORDED IN VOLUME 160, PAGE CORNER; DESCRIBED AS FOLLOWS: S 3716'23' E COMMENCING AT 1/2 INCH I. R. MARKING THE WEST CORNER OF THE 57.72 ACRES TRACT, THE SAME BEING THE LOWER SOUTH CORNER OF FM 3154; THE SCHEHIN TRUST 317 ACRES TRACT (160/85), SAID IRON ROD BEING LOCATED IN THE NORTHEAST RIGHT OF WAY OF THENCE S 52'49'51' E ALONG THE SOUTHWEST LINE OF THE 57.72 ACRES TRACT, SAID BEING THE NORTHEAST RIGHT OF WAY LINE OF FM DESCRIBED TRACT; 2154, FOR A DISTANCE OF 46.58 FEET TO A 1/2 INCH I.R. SET FOR THE POINT OF BEGINNING OF THE HEREIN THENCE N 66'54'27' E FOR A DISTANCE OF 183.16 FEET TO A 1/2 INCH IRON ROD SET FOR CORNER; THENCE N 47'40'47' E FOR A DISTANCE OF 236.17 FEET TO A 1/2 INCH IRON ROD SET FOR CORNER; THENCE N 41'56'23' E FOR A DISTANCE OF 333.29 FEET TO A 1/2 INCH IRON ROD SET FOR CORNER; THENCE N 02'35'28' W FOR A DISTANCE OF 154.16 FEET TO A 1/2 INCH IRON ROD SET FOR CORNER; THENCE N 02'07'31' W FOR A DISTANCE OF 75.00 FEET TC A 1/2 INCH !RON ROD SET FOR CORNER; THENCE N 04 E FOR A DISTANCE OF 833.11 FEET TO A 1/2 INCH IRON ROD SET FOR CORNER; THENCE N 52'43'37' E FOR ' A DISTANCE OF 754.14 FEET TO A 1/2 INCH IRON ROD SET FOR CORNER; THENCE S 3716'23' E FOR A DISTANCE OF 230.71 FEET TO A 1/2 INCH IRON ROD SET FOR CORNER; THENCE N 41'20'02' E FOR A DISTANCE OF 30.60 FEET TO A 1/2 INCH IRON ROD SET FOR CORNER; THENCE N 50'49'59' E FOR A DISTANCE OF 150.70 FEET TO A 1/2 INCH IRON ROD SET FOR CORNER; THENCE S 39"10 - E FOR A DISTANCE OF 255.16 FEET TO A 1/2 IRON ROD SET FOR ANGLE POINT. THEN ^E N 83'51'26' E FOR A DISTANCE OF 123.74 FEET TO A 1/2 INCH IRON ROD SET FOR ANGLE PuN r; THENCE S 36'54'59' E FOR A DISTANCE OF 109.59 FEET TO A 1/2 INCH IRON ROD SET FOR CORNER TH. S 5625'53' W FOR A DISTANCE OF 43.00 FEET TO A 1/2 INCH IRON ROD SET FOR CORNER - THENCE S 39'32'32' E FOR A DISTANCE OF 211.67 FEET TO A 1/2 'INCH IRON ROD SET FOR CORNER; THENCE ALONG A CURVE TO THE RIGHT HAVING RADIUS OF 1316.33, 110.92 FOR ARC LENGTH OF 43.00 FEET. THE CHORD BEARS N 3848'37 " - E A DISTANCE OF 43.00 FEET, TO A IRON ROD SET FOR CORNER; 25.00 C36 142.82 364.37 C37 THENCE S 50'15'04" E FOR A DISTANCE OF 70.00 FEET TO A 1/2 INCH IRON ROD SET FOR CORNER; THENCE ALONG A CURVE TO THE LEFT HAVING RADIUS OF 1246.33, FOR ARC LENGTH OF 145.74 FEET. THE CHORD BEARS S 36'23'45' W A DISTANCE OF 145.65 FEET, TO A IRON ROD SET FOR CORNER; 335.00 C45 254.19 305.44 C46 THENCE S 33'02'48' W FOR A DISTANCE OF 110.71 FEET TO A 1/2 INCH IRON ROD SET FOR CORNER; THENCE S 4-4!54'55' 7 FEET TO A 1/2 I NCH C (S & S E T E L INE 2413/75); THE CALLED 57.72 CRES SAME NORTHWEST LINE OF THE HAVOENS 60 ACRES THENCE S 45'05'05" W ALONG THE SOUTHEAST LINE OF THE CALLED 57.72 ACRES TRACT, SAME BEING THE NORTHWEST LINE OF THE HAVENS THE CQ ACR ES /OF I NCH 72A D IS T ANCE OF THE HAVENS 60 60 F MAR BEING LOCATE D EN � E CALLED 7 BEING THE CORNER 149.83 1281.33 NORTHEAST RIGHT -OF - WAY LINE OF FM 2154. 202.44 329.37 THENCE N 52749'51' W ALONG THE SOUTHWEST LINE OF THE CALLED 57.72 ACRES TRACT, SAME BEING THE NORTHEAST RIGHT -OF -WAY LINE OF FM 2154, FOR A DISTANCE OF 1207.16 THE POB CONTAINING 76.526 ACRES OF LAND, MORE OF LESS. APPROVAL OF THE PLANNING & ZONING COMMISSION: CERTIFICATE OF' OWNERSHIP /DEDICATION: THE STATE OF TEXAS COUNTY OF BRAZOS THE MLS DEVELOPMENT CORPORATION, Owner and Developer of the land shown on this Plat, and designated herein as BENTWOOD ESTATES -PHASE I, a subdivision in Brazos County, Texas, and whose name is subscribed Hereto, hereby dedicates to the public forever, all streets, alleys, parks, easements, And public places thereon shown for the purposes and consideration therein expressed. By DR. M.L. Schehin, MLS DEVELOPMENT CORPORATION THE STATE OF TEXAS COUNTY OF TEXAS * This instrument was acknowledged before me on the _ day of 20 , by DR. M.L. Scheh , in of the MLS DEVELOPMENT CORPORATION, On behalf said entities and in the capacities therein stated. CERTIFICATE OF SURVEYOR /ENGINEE THE STATE OF TEXAS COUNTY OF BRAZOS I, MARTIN L. RILEY, JR., Registered Professional Land Surveyor No. 4089, and Registered Professional Engineer No. 50316, in and for the State of Texas, hereby certify that this Plat has Been prepared with proper engineering consideration and regard to applicable requirements of The City of College Station Subdivision Regulations and the platting site herein shown is true And correct and was prepared from an actual survey of t e property and that property markers and Monuments were placed under my supervision on th und. •�.�Y . , _. S Martin L. Riley, Jr. R.P.L.S. 4089� R.P.E. No. 50316 v ' This subdivision plat vas duly appro .b�{ the C � � Z . Signed this the Commissioners Court Court of B azos County, Texa$, as the Final Plat of such subdivision on the � O _ day of �'_ . 20 ! day of V\ , 20 . CERTIFICATE OF THE COUNTY CLERK: THE STATE OF TEXAS * COUNTY OF BRAZOS * County Clerk in and for Brazos County, Texas, Do hereby certify that this Plat together with its Certificates of Authentication Was filed for record in my Office the Q 1 t�iay of - 0V N ek - 2002 in The Official Public Records of Brazos County, Texas in Volume��_�. Page �_- WITNESS, my hand and Official Seal, at my office in Bryan, Texas. County Clerk of Brazos County,Te s - yJ� �� P��.. JAMES HEATH � NOTARY PUBLIC iatti ,•' *? State of Texas '••ter •-•=fir:' Comm Exp. '. 1 - 06 - 200 4 145.74 1246.33 THE STATE OF TEXAS * COUNTY OF BRAZOS * I. Chairman of the Planning & Zonine. Commission of the City Of College Station, Texas, hereby certiff that the attached Plat was duly approved by the Commission on the _ day of 2003. Chairman, P. - �. Com ssion _.. CERTIFICATE OF CITY ENGINEER: THE STATE OF TEXAS * COUNTY OF BRAZOS /�/ City Engineer of the City of College Station, Texas, hereby Certify that r S.adivision Plot conforms to the requirements of the Subdivision Regulations Of the City of College Station. - City nginper CERTIFICATE OF APPROVAL: THE STATE OF TEXAS COUNTY OF BRAZOS :• ► DE T 0 11 CURVE TABLE CURVE LENGTH RADIUS C1 43.00 1316.33 C2 145.74 1246.33 CENTERLINE: CURVE TABLE CURVE LENGTH RADIUS C3 195.52 377.77 C4 223.32 300.00 C5 283.31 340.44 C6 271.22 300.00 C7 149.36 658.61 C8 149.83 1281.33 C9 202.44 329.37 C10 148.23 394.53 C11 434.92 300.00 C12- 182.22 300.00 LOT LINES: CURVE TABLE CURVE LENGTH RADIUS C 13 39.27 25.00 C14 161.14 412.77 C 15 52.50 412.77 C16 197.27 265.00 C17 41.52 375.44 C18 35.51 25.00 C19 135.08 359.53 C20 328.45 335.00 C21 157.21 335.00 C22 169.56 335.00 C23 33.92 335.00 C24 118.31 50.00 C25 118.31 50.00 C26 160.96 265.00 C27 384.18 265 C28 101.50 429.53 C29 35.51 25.00 C30 157.99 375.44 C31 239.58 265.00 C32 157.29 693.61 C33 110.92 1316.33 C34 141.42 623.61 C35 39.27 25.00 C36 142.82 364.37 C37 81.13 364.37 C38 33.51 50.00 C39 84.80 50.00 C40 118.31 50.00 C41 180.93 294.37 C42 39.27 25.00 C43 235.45 335.00 C44 67.42 335.00 C45 254.19 305.44 C46 38.41 25.00 C47 118.31 50.00 C48 118.31 50.00 C49 4x.13 25.00 C50 128.00 335.00 C51 121. 335.00 C52 39.27 25.00 C53 90.73 50.00 C54 79.94 50.00 C55 65.95 50.00 C56 38.72 25.00 C57 177.39 342.77 C58 39.27 25.00 LINE TABLE LINE LENGTH BEARING L1 73.03 N371 0'09'E L2 451.58 S66'49'21 "W L3 252.00 S24' 10' 12 W L4 351.98 S20'03'1 O'W L5 110.71 S33'02'47 W L6 359.46 N23'10'39W L7 366.88 N63'52'46W L3 60.00 N69'56'50"W L9 132.23 S34'43 "E L10 98.05 N50'52'37 "W L11 349.26 N10'39'32'E L12 155.67 N45'27'36 "E LINE TABLE LINE LENGTH BEARING L13 48.03 N37 10'09 "E L14 203.16 N66'49'21"E L15 248.41 N66'49'21 "E L16 251.99 N24'1O'12 "E L17 42.58 N50'52'37W L18 185.10 S10'39'37W L19 1 64.1 6 S10'39'31 "W 120 119.97 S45'27'36W - - 1 19.97 N45'27'36 "E 122 74.27 N 10'39'31 "E L23 275.00 N 10'3 9'32"E L24 59.84 N54'52'1 6W L25 42.58 N50'52'37W L26 176.98 S20'03'1 O"W 127 175.00 S20'03'1 0 L28 110.71 S33'02'47W L29 231.98 N20'03'1 O"E L30 96.53 N34'43'54W L31 96.53 S34'43'54 "E L32 28.26 N24'1O'17 "E L33 273.18 N63'52'46W L34 269.09 S63'52'46 "E L35 103.66 N24'1 O' 1 1 "E L36 93.35 N6649'22 "E L37 263.75 N23'1 0'39W L38 88.84 S23'1 0'39"E L39 175.00 S23' 10'39 "E L40 238.24 N6649'21 "E L41 48.03 N37'10'09 "E F INAL PLAT (REPEAT) SHEET 2 OF 2 BENTWOOD ESTATES -PHASE I 2 BLOCKS - 31 LOTS 76.26 ACRES - BRAZOS CO., TEXAS B.B.B. & C.R.R. SURVEY, A -82 B. McGREGOR SURVEY, A -170 JANUARY 2003