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HomeMy WebLinkAbout24x36 • \ ` 4` / - / ' \ / / / \ Cum Ted. CURVE 9 LENGTH MOILIS DEM TANGENT C. CIWBO ORECEGN UNE t TABLE METES AND BOUNDS DESCRIPTION OF ALL THAT CERTAIN TRACT OR PARCEL OF LAND LYING NOTES: �,\ ' / / cl x992' 25.00' o9co000 CM. 5400' 3536' NI54'4, LINE 9 MO 0&ECna1 AND BEING SITUATED IN THE JAMES C. STUTEVILLE LEAGUE, ABSTRACT NO. 216. BRAZOS -�/ COUNTY, TEXAS. SAID TRACT BEING A PORTION OF THE REMAINDER OF A CALLED 359.07 ACRE 1. BEARING SYSTEM SHOWN HEREON IS BASED ON GRID NORTH AS ESTABLISHED FROM GPS \ 1 \\ I 5 452 1.999' 9939900' 01744 514 N51 WE 154.1' xst'', tl 21.05' K V le in, AS DESCRIBED BY A DEED TO JOHN A MALLEY AND JENNIFER B. TODD RECORDED IN OBSERVATION. \ \ BLOCK () t 453 x992' n03• 090 1500' 1136' NBTS'xt u 11210' NIT 5 301 VOLUME 7427, PAGE 198 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS, AND WHIN \ \ \ 14 1 499 u 9900 SAT 03' x, A PORTION OF THE REMAINDER OF A CALLED 12.9075 ACRE TRACT AS DESCRIBED BY A DEED 2, NO PORTION OF THIS TRACT IS THE 100 YEAR FLOODPLJN ACCORDING TO THE F.E.MA <4 51.92' 75.990 0055'00 x192' 61.91' 52302E TO JOHN A FO MAU.EY AND JENNIFER B. TODD RECORDED IN VOLUME 7427, PAGE 210 OF THE FLOOD INSURANCE RATE MAPS R BRAZOS COUNTY AND INCORPORATED AREAS, MAP ND. \ \ ` i u 5 54.05' 4 Ed 30, OFFICIAL PUBLIC RECORDS OF BRAZOS C TEXAS. 480410200 -C AND NO. 480410215 -C, EFFECTIVE DATE: JULY 2, 1992. tl 1165' 25.90' 031'20'55' 7.02' 1301' S7591•tiw \ \L \ \\ N R 37' W FOR A DISTANCE OF 126.62 FEET; ADJACENT TO ALL STREETS ACCORDING TO BRAZOS COUNTY 08' W FOR A DISTANCE OF 69.25 FEET; WAYS. 30 E FOR DISTANCE OF 112.10 FEET TO THE BEGINNING OF A CLOCKWISE RIGHTS -OF -WAY DEDICATION AREAS AND PUBLIC FUTURE 5 7375' 50.07 OeD90 19' 4142' 87.24' 59 99111 lD 511' 54 IV OOW* S \ \ \\ I D EVELOPMENT 99.09 17.6 AID TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: 3. 1/2" IRON RODS AT ALL LOT CORNERS AND ANGLE POINTS, AS REQUIRED BY THE SUBOMSION IA PILAU' 536• C) Ia9D' 23.00' 0374'x4• 7.19 19951' S2a31'x AU' N' Set REGULATIONS OF 111E CNN OF COLLEGE STATION. 5 I5.29 • 991.9'99 954 2' 9904.01, t7 905' 540 i'E BEGINNING AT A )S INCH IRON ROD FOUND ON THE NORTHEAST UNE OF THE REMAINDER OF A \ \ \ J? � T 4 8.r 2'.1 I t - la 9593' 514' 445 LYE RAILROAD RIGHT -OF -WAY MARKING THE SOUTH CORNER OF LOT 103, BLOCK 8, SADDLE CREEK 4. CURVE LENGTHS SHOWN ARE CHORD LENGTHS. \ \ j _ , SE j ' ( S ADDLE CREEK LY 13.71 10.990 051 29.75' 51.12' 1449•41 PII'elt SUBDIVISION, PHASE 70, ACCORDING TO THE PLAT RECORDED IN VOLUME 10229, PAGE 235 OF 48 \ SUBDIVISION 010 19.24' 2500 090AN9 151' 119 4551, L9 6609' u'S'03w THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS, AND A NORTHWEST CORNER OF 5. THE E DESIGN E T 0299 DRAINAGE SYSTEM WILL BE DESIGNED TO BRAZOS COUNTY STANDARDS AND \ 1 w/ R � 611 14529' 190.990' 044.43'oe• >51U' 1N N1ieotbe'31, 910 17507 517 IN 172E SAM REMAINDER OF 12.9075 ACRE TRACT; \ \ f if I I ( 019 9112' 250.00' ar99'or 11159' 211.23' $I 9909w 111 5675' SIT' Se' 999 THENCE: N 60' 40' 43' E ALONG THE COMMON UNE OF SAID LOT 103, SAID REMAINDER OF 6, DRAINAGE OF THE LOTS WILL FOLLOW NATURAL DRAINAGE PATTERNS. BORROW DITCHES WILL \ \� g Ux Howl ss 4109, 12.9075 ACRE TRACT AND SAID REMAINDER OF 359.07 ACRE TRACT, AT 292.50 FEET PASS A CONVEY RUNOFF TO CULVERT STRUCTURES OR TO NATURAL DRAINAGES. 711E EXISTING DRAINAGE c13 x5159' 110.00' 0305'5' 13239' 280. Ni549'S2w WAYS SHALL BE PRESERVED IN THEIR CONDITION AND THE NATURAL FLOW OF WATER IN THE L13 7551 5m• x • 47 2'2 INCH IRON ROD FOUND ON THE SOUTHWEST UNE OF RANCH HOUSE ROAD (70' R.O.W.) EXISTING DPAINACE WAYS SHALL NOT BE OBSTRUCTED. \ \ 1 014 287.4" 75.00' 0205'80' 14.33' x5.5' SIC4912t MARKING 111E EAST CORNER OF SAID LOT 103, CONTINUE ON ACROSS THE PUTTED END OF \ L \` � - 019 3999' MOO' MOO' oD0'OOYo• x100' 3636' 1119 OIDw 544 61.19' 951 4A9 RANCH HOUSE ROAD FOR A TOTAL DISTANCE OF 362.50 FEET TO THE NORTHEAST UNE OF 7 \ _I L3 ^ .- { RANCH HOUSE ROAD; - HAVE _ MI 1x5992' 4' ' MY ARE TO BE SEWERED BY INDIVIDUAL ON SITE SEWAGE FACILITIES 055Es WHICH MUST 7}� n CIS 3659' 2 100' 05r5'S' x24' SJ.41' S1Tx'12w COMPLY WITH ALL COUNTY &STATE OSSF REGULATIONS. ALL OSSF CONSTRUCTION MUST ., _ ' ^ ^ -- C17 499993• ee sm' 01040 2 69 . 11 471 0 9iu'ze'4w tie 99.99' 599 S ' 41 AN "AUTHORIZATION TO CONSTRUCT' PERM THEN CE: N 29' 19' 17' W ALONG THE NOR UNE OF RANCH HOUSE ROAD FOPERMIT ISSUED BY THE BRAZOS COUN1Y HEALTH - CA���~,) . � L10 - 'l • 04405 Me L17 25134' 316' 3' ] 2'W DISTANCE OF 21 FEET TO 171E BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF DEPARTMENT. THIS PERMIT ENSURES COMPLIANCE WRH THE COUNTf ORDER ADOPTED BY THE ,L ` L „1� ` - „•-- 0' PUE lx'r^ _ CIO 51 55 4'' a' 9 9,19 54 '1'4, COMMISSIONERS COURT OF BRAZOS COUNTY, PURSUANT TO THE PROVISIONS OF SECTION I'•� _ 2500 FEET () 7"' q s '' 019 Mee 2100' 5541'03' 1514' 97 .19. 517 274, Lte 101.71 S1o m ' 341 21.084 OF THE TEXAS WATER CODE. ON-SITE SEWAGE FACILMES DISPOSAL AREAS SHALL NOT >` L Ifl PUE 1031 ' ( '' / HE 150 FOOT SANITARY ZONE OF A PRIVATE OR PUBUC WELL, 1 .. \ (TYPICAL) Cm 17995 5.00 x4sllb3 9293 ipo.et s773Y16w RESPECTIVELY. 1 10' PUE f \ ' 119 610' S)e• a' Sw THENC ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 90' 00' 00" FOR AN ARC ENCROACH THE 100 FOOT OR T Y i' l' V L l 1 \ Lao 1114' Net• 3s' Wei DISTANCE OF 39.27 FEET (CHORD BEARS: N 15' 40 43' E - 35.36 FEET) TO THE END OF RESPEC1 - \ I I Sr ( ICS) 1 1 L _ SAID CURVE ON THE SOUTHEAST LINE OF STETSON DRIVE (70' R.O.W.); TILHY DISTRICT. \ I . /f 1 I 121 10 N50' 26' OYN g. THE WATER SUPPLIER FOR THIS DEVELOPMENT IS THE WELLBORN SPECIAL U � /- ` I I I 4 - " -`-.. t -..1 THE WATERLINES WILL BE DESIGNED AND CONSTRUCTED TO CITY OF COLLEGE STATION v% �r _ f L22 1m.30 Apr o2' IYM THENCE: ALONG THE SOUTHEAST UNE OF STETSON DRIVE FOR THE FOLLOWING CALLS: \ BLOCK 9 I I ~ FRONT OF THE RESIDENTIAL AND STANDARDS LOTS. AND WI S. THESE LL WA TERLINES LOCATED A IN LL PRO THE PROVIDE THE EASEMENTS AT THE / � ,•" " 1 S$ ) 20' PUE L1 3304' So' 40' 4w FRONT OF NTIAL OT WA WILL THE REQUIRED 159 16 t I ' (TYPICAL) \ 3/ x291 Nth' ' Io 4 'E N 60' 40' 43 E FOR A DISTANCE OF 476.61 FEET TO THE BEGINNING OF A FIRE HYDRANTS TO MEET FIRE PROTECTION REQUIREMENTS. A FIRE FLOW 1E57 WILL NEED TO 0 \ 157 , 1.246 AC. I f COUNTERCLOCKWISE CURVE HAVING A RADIUS OF 535.00 FEET; BE PERFORMED AND SUBMITTED UPON COMPLETION OF THE UNE TO VERIFY THE CONSTRUCTED \ +_ BLOCK 7 ` \ 1.160 AC. 1.135 AC. 1 1,223 AC. f 2' L9! 1962 N9 x0 27w SYSTEM MEETS THE BCS MINIMUM DESIGN GUIDELINE REQUIREMENTS. �� ALDNC SAD CURVE THROUGH A CENTRA ANGLE OF 1 12' FOR AN ARC DISTANCE \ 114 $ 4 I 1 161 / 4• ae 199.x0 5• m 09 2 CURVE; \ \ \ g\ �) �JI 0E165,62 FEET (CHORD BEAR N 51' 48' 36' E - 6 FEET) TO THE END OF SAID 9. A WATER DESIGN REPORT FOR THIS SUBDMSION WILL BE PROVIDED PER CITY STANDARDS. \ 1.431 AC. 1 1 0 f 1.33 AC (C ', L27 III10 5t' 30 xt \` \ ; 018 tb CA ;1 1 p / ' I 1422, the n.3Y 5995•x' 1t 10. ALL TREES AND BRUSH SHALL BE REMOVED FROM THE ROADWAY RIGHTS -OF -WAY. \ \ _. I 1 1 •y6 f /f 43' • N 42' 56' 3 549 161 ,, 0' UTILITY EASEMENTS. CURVE HAVING A RADIUS OF 25.00 FEET, • " o 128 J L -- 1 - 0 T - - -1 L. - --- . _ - -- J - j 1 6' PUE 1,,,,,k/ - L 9532' 03x' of 4T 1 t. EXISTING UTILITIES LOCATED IN RIGHTS -OF -WAY DEDICATION AREAS WILL BE RELOCATED INTO \ } .. j �- . 80.0 1 12.20 7 2.93 ' J f // � :' .. . 2 ' `\ \ ^ ��i �, p (TYPICAL) U I Iy2i4 Mm 3y yy ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF - BO' 00' 50 FEE' FOR AN E ARC P OISTAHCE END THE ADJACENT PUBLIC UDLRY EASEMENT AT 111E DEVE EXPENSE. 8'19 19 17'E E - 41D.13' 1 65, 5' - � ` f 1 ) / � - - - y , 7 D S: 0' 6 T) HU PLATTED 113 \ L' -� �"'- -- y' G &! -. A Martingale Court (. //,'< i rt `20\7/ 545 3''72' 500' x 12A' OF OF SADD CREEK FEET (CHOR DRIVE (100 BEAR R.O .W.) BT MAR KIN THE E END 35.3 OF SAID CURVE T : 12. ELECTRIC SERVICE FOR THIS DEVELOPMENT WILL BE PROVIDED LOPER'S BY BRYAN TEXAS LTIL171E5 (BTU). 1 :9 / 70' R.O.W. - 24' PACE / L 1174' 55' S' Oft THE ELECTRIC DISTRIBUTION LINES WILL BE LOCATED IN THE 16' UTILITY EASEMENT AT THE \\ t\ - ,. t:.) $ 032919 415.9P (1., , f 162 ,. T ' L37 19.61' NS' 90 491 THE PERIMETER OF THE 5U ALSO BE LOCATED IN THE 20' P.U.E. THENCE: THROUGH SAID REMAINDER OF 359.07 ACRE TRACT FOR THE FOLLOWING CALLS: FRONT OF THE LOTS AND IN THE SIDE LOT EASEMENTS. ELECTRICAL DISTRIBUTION ONES MAY \ 11 T r `J �F -'V 13' p I . ALON5013071510N. ADDITIONAL 1 - • _. _... _ 19.4.7.9- _ -� A - -- L12'_ __ - .._ (.. _ _ - 187 Z \ ,,,y. 1 . 1 6 8 AC. / • / / 5 \ L38 3 �/ V 1 111 55' 30V S 4T 03' 30' E FOR A DISTANCE OF 3.00 FEET TO THE BEGINNING OF A CLOCKWISE EASEMENTS WILL BE PROVIDED AS REQUIRED BY BTU. l .231 AC. 1. �0f u9 2995' Ser l0 oew CURVE HAVING A RADIUS OF 750.00 FEET; 1\ ) c15 I I 1 r - - - `'� "'� , , / 1 $ � \ 7 99 140 3100' 034 On 13. THERE SHALL BE A 5' WIDE EASEMENT FOR ANCHORS AND GUY WIRES NECESSARY TO HELP \ t' 18' PUE \ , \ L.41 257' 0349' 35' 89'w OF ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 03• 58' DO' FOR AN ARC DISTANCE SUPPORT OVERHEAD UTILITY UNES. SAID EASEMENTS WILL EXTEND 20' BEYOND ANY nun' \`\ \ I 'I 1 20 PUE (Typ,0AL) �y M\ l / \ OF 51.92 FEET (CHORD BEARS: S 45• 04' 30' E - 51.91 FEET) MARKING THE END OF EASEMENT. \ _ ..- 1 BLOCK 9 I I 169 ( /(TY PI CAL) S$'. r ,. O \ , ;m y L42 9.09' 11515 15' 90, SAD CURVE; \ \ \ ^ - '.T ' W' 1 168 '� � �'\ 17.29 / > ' -t t 4 3100' NM xs' 022E 14. ALL INTERIOR LOT UNES SHALL HAVE A 20' PUBUC UDLTIY EASEMENT CENTERED ON THE LOT - r 170 L � \ , / n S 43' 05' 30' E FOR A DISTANCE OF 84.05 FEET; UNE. ALL REAR LOT ONES THAT ADJOIN ANOTHER LOT WILL HAVE A 10' UTILITY EASEMENT 1 \ ' 1 ----- --• - - t I C 1.083 AC. 1.061 AC. ,�,��/ \ `� ,/,//6. 163 / -, \ 544 2293' S 1 t9 1 t ALONG THE COMMON LOT UNE, EXCEPT WHERE REAR LOT UNES FOLLOW EXISTING DRAINAGE / ' S 04' 20' �- 24T� 20' PUE i I \ \ 1 1.073 AC. r ! 1 , 0 5 A C. ,� • 4 1 1 ' /7 S 36' 44' 58' E FOR A DISTANCE OF 181.52 FEET 15. ALL UTILITY ONES PLACER UNDER THE STREET PAVEMENT WILL BE ENCASED BY A MATERIAL 4 I 1 1 1 (TYPICAL) �� rpp ,' ■ 1758 28 � 'r� \ {$ (, \\ ,/ - ! � 1 0' PUE \ APPROVED BY THE BRAZOS COUNTY ENGINEER. ■ C1C 7 I 116 I - - 193:50' -- - _- 8. -146 24 ?4:9132 1 Ar 167 \ 1�1 l / y (TYPICAL) ` . DISTANCE 40' 11 18' E FOR A DISTANCE OF 9089 FEET; . 29 NQ,g41._, / \ i6. THE SUBJECT TRACT LIES WITHIN THE EXTRA-TERRITORIAL JURISDICTION (ETJ) OF THE CRY OF 1220 AC. - - -- + �- - � 1.077 AC. d �? \ n COLLEGE STATION. 18 I r N29`AB 'T'9�4 4989 I 131. ♦ "\(S \ S 14' 40' 42' E FOR DISTANCE OF 88.95 FEET; ik, 3 AC. PHASE 7B 1 ° ? l l f N , ' - A 1 \ -�6 164 \\ 5 04' 56' 03' W FOR A DISTANCE OF 54.09 FEET; 17. BLANKET EASEMENTS TO CRY OF BRYAN, 98/277, AND TO WELLBORN WATER SUPPLY I�I i t I . / / \ '/ ,7� \ CORPORATION, 303/385 BOTH APPLY TO THIS TRACT. ; j { L . - _ p- _ ... _.. 20' PUE I S " ' ' �i 4 \\ - 7/ / \ d 1.1$$ AC. ` S 3S 38' l7 E FOR A DISTANCE OF 176.02 FEET; r } t._JV .. A R- -� I - (TYPICAL) I f \ 1 \ �' Jam 18. BUILDING SETBACK ARE 25' ' kJ I I f I \ �' \ C . \�- X11: S 19' 58' 25' W FOR A DISTANCE OF 86,78 FEET; SUBOMSION AND DEVELOPMENT REGULATIONS. ADDTIONAL BUILDING SETBACKS MAY BE VOI. 10299 Pg. 23� rl I 4 L I , 'A \'f n7/ 1' �jj `_ j0 /' j6g' REQUIRED B DEED RESTRICTIONS OR THIS PUT. 1 mt 171 999 1 f /I I \ •g l N " / t') .' \ - r /' - 27.58' .. ') S 15' 45 09' E FOR A DISTANCE OF 116.40 FEET; 81 It 172 j I � 't. / A A / R. 11 99 .-�, 7 ` 19. VARIANCES TO THE SUBDIVISION ORDINANCE FOR SECTION 12 -K.2. BLOCK LENGTH, AND 6t # O ZO' PUE \ N SECTION 13.C, LOT WIDTH, WERE APPROVED BY THE PLANNING & ZONING COMMISSION ON 117 I 1.064 AC. 1 1,062 AC. I 1.050 AC. f , ry (TYPICAL) •-• \ ( BLOCK 9 1 a S 26' 36' 47' W FOR A DISTANCE OF 70.81 FEET; OCTOBER 5, 2006. 1.2 14 AC' I R 18' PUE 1 A i 174 \r � I 165 � A Net' 31' 40' W FOR A DISTANCE OF 51.19 FEET; 20 BRAZOS COUNTY WILL BE RESPONSIBLE FOR MAINTAINING PUBUC DRAINAGE EASEMENTS. HE 1 ( I I Tz ( • - i 17 I.O$7 AC, � ; \ \ 166 \ \ \ ` Y n) , S 04' 4 % HOME OWNERS' ASSOCIATION (110A) OA) WILL MAINTAIN THE PRIVATE DRAINAGE EASEMENTS. ' I . i I I I • 1 I , \ �+ /' 9' _....... -. �. - _ I L - (TYPICAL) p .._ n R1 5� e ( p PRIVATE 10' PUE .- /'� S 26' 07 42" E FOR A DISTANCE OF 99.37 FEET; VICINITY MAP 5 _ ) f -''. - - 137.41 I b ( i L�i099•.' . - f 1 ( vl ^ 74 / \ \ ms s 9 -Y ` / en S AI 'EUE Nr 1 , ( TYPICAL) , / v ' �._...__ - ._ - g f l 2' \ . 1.26 AC . / 30 ' ,407 AC. 9919 I E - 295.40' / / A 175 S 25 33' 13' W FOR A DISTANCE OF 220.72 FEET; r i 7 - Ranch House Read L' S Ranch House Road a� /, / �` `w r]77Ta 70' R. O.W. - 24 ' MIT. ✓ 7 / 70.87' 1.221 AC. \; \� - - l J S 18' 39' 32' W FOR A DISTANCE OF 283.34 FEET; - LL, ` 0' R.O.W. - 24' FVMT. ° - � 8.b rL N29'19' 77'W - 2BBA(Y 6 ' , 51uc \ \ -� _ _ _ .. __.. ..... _.. • � 25.' •• u9 - \ � �.._- --E29_ ( r S 10 26' 34' E FOR A DISTANCE OF 101.71 FEET; 11.1- �% 170,00'_...__ J , , ( . _ . _ 1 i 1. I 1 FOR DISTANCE I FOR DISTANCE � ' DEVELOPMENT x 2� SADDLE CREEK ! 8 ,,.. 1 I ' 1 "Al J \ (), \- ' - ' , " -- 5 -:- ' � I BLOCK 9 , N 32' 07' 17' W FOR A DISTANCE OF 101.38 FEET; i , PUBLIC NC 1 101 ' 102 I BLOCK 1 104 Ail 105 �1� 106 II DRAINAGE <,u `' \� <� w 176 SUBDIVISION S 60 35' 46' W FOR A DISTANCE OF 287.76 FEET TO THE COMMON UNE OF SAID �' �" , 1,20(7 AC. I 1,142 AC. I 103 1 . 1 42 AC. I ( ii, EAS EMENT \' REMAINDER OF 12.9075 ACRE TRACT AND SAID REMAINDER OF RAILROAD RIGHT -OF -WAY; 1.141 AC. 1.137 AC. 20' PUE 1.665 AC. ° t IX p N i� 1.1 42 AC . 1' I o 1 , , O I i , BLOCK 8 d i e i � THENCE: N 29' 19' 17' W ALONG THE SOUTHWEST UNE OF SAID REMAINDER OF 12.9075 � / 3 j T / � 1 i I I \ 3 ACRE TRACT FOR A DISTANCE OF 1138.75 FEET TO THE POINT Of_RMINNINR CONTAINING } h X ` 20' PUE ' 107 fy I I I I (TYPICAL) 20' PUE IQ L.37 PRIVATE 32.023 ACRES OF LAND, MORE OF LESS. BEARING SYSTEM SHOWN HEREIN IS BASED ON THE - , ' I I Q I • UBLIC DR AINAGE ¢ 3 -1 1 I �( 2't PUT CALL BEARINGS OF SADDLE GREET( SUBDIVISION, PHASE 7B (10229/235). j / / J I I i I (TYPICAL) 7 1.147 AC. \ v C5 / 11 JJ l EASE MENT I i t 1 11 i I ' J ( 546 - �. LEGEND 1 c. EAAINAG L_ ____ o ...._ _.._ -- �% r � V ' Y ._... L... J L_.._.... _ _ _J L _ 1 . J L 3,1_ L.,6 .17 l L. .. 170 1 . 177.03' 235.92 �. I 295.00' 1,_,:_..,,,,,,,: - /: IMES .- N 29�19' 17'W -1138.75' PUBUD \_7"°' TTJJ PLAT BOUNDA / DRAIN ___ -___ LOT UNE = '.. UNION PACIFIC RAILROAD COMPANY - STREET RIGHT -OF -WAY UNE N F 20.00' EASEMENT 12.9075 ACRES - PUBLIC ED PIP EASEMENT ELINE BUFFER ���� " / VOW. DANLTON "4,....,. I © PROPOSED PIP TYREE J 0 979E I AOxle9 JJ stvl t ' wLE LEAGUE - 902leoo ti ATS, uK1mLE w ._ _ ..... ......... ........ .. EXISTING EASEMENT UNE 945 99289 4401 PLATTED 915 ACRES NOT PUTTED J c s TALC SIDLE 4M EST \ . ... PUBUC DRAINAGE EASEMENT nlmwE LEAGUE - Ao 2leoo - - - - - - 3424 ACKACRES LEAGUE- A021eoo -- - - -- - -- - - -- PRIVATE DRAINAGE EASEMENT K04 PL0 la PLAITED - -- - - -- - -- TEMPORARY ACCESS EAEMENT rOfIE. LOOS SETBACK UNE I w '� PLAT T J SMEV9!£ MODE Avel 100 50 0 100 - • - . - PROPERTY CORNER \Y' H I 277 ACRES NOT 1 SCALE IN FEET STATE of COUNTY OF BRAZOS SADDLE CREEK SUBDIVISION APPROVAL OF PLANNING AND ZONING GWU1sAgN CERTIFICATE of 99 E1ENGINEER 72' NEai Before me, the undersigned authority, on 216 day personally appeared Jennifer B. Todd known I, Cholrrnon of 2e Planning and ZonHq Canm4s of the dl 1 Clly E ngN eer of th a /y of C dlege 5lallan, T e x as , h ereb yy CIXRFlCATE OF 111E COUNTY dfR1( PHASE 9 CERTIFICATE OF OWNERSHIP AND DEDICATION me t o b e th person(.) w norne le / are su t o th H r foregoing 9 21 n t , an f Cofege Sl alon, hereby certiry gat the allod,ed p lat woe dul d the c tily 0. UH S Pi c t the roq of the 901499 ROgulalIons STATE OF TEXAS eppm0. by STATE OF TEXAS cknoWedg.d to me that he /they executed the soma for ths purpose and coneiderellon CommIselon en (5 doy of 20 of the City of C01ege Slollon. COUNTY OF BRAZOS 32.023 ACRES COUNTY OF 00A205 therein aided. 1, County Clerk, In and for sold county, do hereby ce0II that Given under my hand and sad on 140 - day 01 20_, this plat together with Ile certificates or authentication woe Red for p .card F my office the We, Jennifer B. Todd. and John A Malley, Owners of the 32032 acre tract (Phase 9) being o Chabmon Cit o gCdldge filallon �olu' _pow 20_ In the geed Records of Brazos County, Time, In 24 LOTS 371P". of 2e 150,00.4., al a celled 309.07 acre 4 404 0. 4 .E b th e 4,64 lo Vdum. BLOCK 4, LOTS 104 -107 . 0 44 12.9075 «: tract conveyed b the ..d in Vdarn . 7477, P ge 210 of Official 9 my hand and 01E0011 S.d. of my 0100, M Bqm. Texas BLOCK 9, Lot-9157476 4. Notary Public Brazos County, Texos Records or Brazos County, and designated herein es Sadao Creek Sub Ion Phew.. 9, M Brazos County, Texas, d whose moss are subscribed hereto, hereby dedicate to the use or JAMES C. STUTEVILLE LEAGUE, A - 216 ' the public forever 011 streets, Mays, parks, greens,00 k,therein lure, sem4 and public CERTIFICATE OF 0501404104 C auk se 40010oBm..1404 ne 2, 1.. sm 99199 u ses a =710.47 p1 Nde vla' szee. A9 0 .um STATE OF TEXAS Bozo. Caanry, Texas COLLEGE STATION, BRAZOS COUNTY, TEXAS ree y pro COUNTY OF BRAZO5 STATE OF TEXAS COUNTY OF BRAZOS SCALE: 1 "0 OCTOBER 2011 Before me, the undersigned authority, on this day personally appeared John A Malley known CERTIFICATE OF COUNTY JUDGE a to me to be the perean(s) whose nne(e) I. /are subecresed to the foregoing klsWmenl• and 1, Brad Kerr, Registered Public Surveyor. No 4502, M the Slate of Isxaa hereby certify that U dnowIedged to me that he /they executed the same la the purpose and consideration Ws wbdiASion was OW d b the 0, n,01' re Court f Brazos Cwnl , Tesaa a. U4 plat 1s We and coped and woe prepared from an actual survey of the property and erein sla ted. r approved r r a r that property marker. end monument. were placed under my superAelon an the ground. OWNERS: ENGINEER: Jennifer B. Todd, Owner We Mal Nat or asN ty appr ere on do i , 20_. John A aned we the day of , lG Malley SCHULTZ ENGINEERING LLC Ghee under m2' hand and seal on UN _ day of . 90_, 48611 Ylsl0 P 90255 o 2730 I9n9m400 540., 554115 A County Judge, 0,0,0, County Brad Kerr. R.P.LS. No. 4502 LoOvinla, CA 92x5) 0011.9. 510110 Ts 77840 A Miley, Owner Notary PubB9, Brazos County Texas p ni PCi , rdu CA 90275 P.O. 7 7 39 0001119. Station, 9 764- 9 John 644 IaBlanc Plaw (979) 761 -3900 Fan (979) 781 -3910 J� A ,� SURVEYOR: , / �W /�k J, DEVELOPER: 444 nl.00d a Mfr. Lid. SOS hu AV nRa. 4502 It . �. 0011595 Slalion, TX 7784 Co11.9. Station, TX 77841 (/� (979) 890 -2542 (979) 25 -0195 . /O Al'