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HomeMy WebLinkAboutINDIAN LAKES SUBDIVISION MASTER PP (2002)I w w TABLE OF LAND USE BY PHASE Phase No. Acres a per phase R.O.W. Acres a per phase No. of lots per phase Phase 1 242.19 Acres 14.68 Acres R.O.W. 37 Lots Phase 2 110.83 Acres 9.12 Acres R.O.W. 26 Lots Phase 3 61.35 Acres 8.64 Acres R.O.W. 25 Lots Phase 4 46.60 Acres 5.46 Acres R.O. W. 22 Lots Phase 5 28.32 Acres 2.99 Acres R.O.W. 8 Lots Phase 6 51.70 Acres 5.44 Acres R.O.W 16 Lots Total 540.99 Acres 46.33 Acres R.O.W. 134 Lots Total This schedule is subject to reasonable change. sT•\�l�ti�L�ri7T� r � �. MAST R R IMINA Y AT INDIAN LAKES SU NOT FOR RECOR DDIVISION LINE TABLE LINE BEARING LENGTH L1 N6320'57"E 22.80' L2 N05 04'04'E 277.02' L3 N84 55 56 "W 15. 00, L4 S02'13'28 E 70.00' L5 I N874632 E 15.00, L6 S2329'33"E 12a83' L7 N45 45'56 E 15.00, L8 S29 42'03'E 82.17' L9 N81'36 58"W 135.52' L 10 S33'11 31 "W 139.35' L11 S0830'23"W 75.00' L 12 S20 22'14'E 62.80' L 13 N00 442'13"W 90.50' L 14 S00 5535 E 108.13' L37 N00 442'13"W 9D.Sn' NOTES: 1. BASIS OF BEARINGS IS TRUE NORTH OBTAINED BY SOLAR OBSERVATION. 6 0 z `• I �t I r'��`'```��''•''�'� �� ail �� r v 2. A PORTION OF THE SUBJECT TRACT LIES WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO THE F.E.M.A. FLOOD INSURANCE RATE MAP FOR BRAZOS COUNTY, TEXAS AND INCORPORATED AREAS. COMMUNITY NO. 480083, PANEL NO. 0215C, MAP NO. 48041CO215C. EFFECTIVE DATE: JULY 2, 1992. ZONE A=SPECIAL FLOOD HAZARD AREA INUNDATED BY THE 100-YEAR FLOOD - NO BASE FLOOD ELEVATIONS DETERMINED. NOTE: THE FLOOD PLAIN AS SHOWN ON THIS MASTER PRELIMINARY PLAT IS BASED ON HORIZONTAL POSITIONING. PRIOR TO FILING THE FINAL PLAT THE REQUIREMENTS OF THE FEMA FLOODPLAIN ADMINISTRATOR WILL BE SATISFIED. 3. THERE IS A 16' PUBLIC UTILITY EASEMENT ALONG THE RIGHT OF WAY FRONTAGE OF ALL LOTS. 4. THERE IS A 20' PUBLIC UTILITY EASEMENT CENTERED ON ALL INTERIOR LOT UNES. 5. THERE IS A 20' SIDELINE SETBACK AND A 50' FRONT SETBACK AS ESTABUSHED BY DEED RESTRICTIONS. 6. FRONT, REAR, AND SIDE SETBACKS SHALL CONFORM TO THE SPECIFICATIONS OF SUBDIVISION PLATS AS ESTABLISHED BY THE COMMISSIONERS COURT, BRAZOS COUNTY, TEXAS, FOR SUBDIVISIONS SITUATED OUTSIDE THE BOUNDARIES OF ANY INCORPORATED TOWN OR CITY 1N BRAZOS COUNTY, TEXAS. 7. CONTOURS DIGITIZED AND INTERPOLATED FROM U.S.G.S. QUADRANGLE MAPS "CLAY" AND "WELLBORN". 8. ALL LOTS IN PHASES 1 - 6 ARE TO HAVE INDIVIDUAL ON SITE SEWAGE FACILITIES. SANITARY SEWER SERVICE FOR THE REMAINDER OF THE LOTS IN PHASES 2 - 5 WILL BE PROVIDED BY A PRIVATE WASTEWATER COLLECTION AND TREATMENT FACILITY. THE DEVELOPER WILL OBTAIN A CERTIFICATE OF CONVENIENCE AND NECESSITY FROM THE T.N.R.C.C. TO BUILD AND MAINTAIN THE PROPOSED WASTEWATER TREATMENT AND COLLECTION FACILITIES. 9. LOTS 15 & 16, BLOCK 5 TAKE ACCESS FROM COOVIS POINT. 10. NORMAL LAKE LEVEL ELEV. IS 260 FEET, WITH EMERGENCY SPILLWAY ELEV. OF 262 FEET. NO PERMANENT STRUCTURE (SINGLE FAMILY RESIDENCE/GARAGE/OUT BUILDING) MAY BE CONSTRUCTED BELOW AN ELEVATION OF 264 FEET. 11. THE EQUESTRIAN TRAIL WILL BE PART OF THE COMMON AREA AND SUBJECT TO CONTROL THROUGH THE H.O.A. AND DEED RESTRICTIONS. CURVE TABLE DELTA RADIUS LENGTH BEARING CHORD C1 5626'08" 850. 00' 837.24' N785822"W 803.80' C2 23 49 29" 850. 00' 353.45' N38 50'34 "W 350.91' C3 165843" 850. 00' 251.88' S3525'11'E 250.96' C4 20 00'00" 850. 00' 296.71 ' N33 54 J2"W 295.20' C5 53440'50" 850.00' 796.37' S504457'E 767.56' C6 413346" 850. 00' 616.60' N564829"W 603.17' C7 23 48'05" 850.00' 353.10' S47 5538'E 350.57' C8 1359'02" 850.00' 207.46' N52 50'10"W 206.94' C9 38 39'01 " 850. 00' 573 39' S6570'09 E 562.58' CIO 59 00 02 7000- 00" 7029 75 N66 00' 19 "E 984.86 �1 3772.31'" 8450 f3.7 ` t 7'54'03 .53. ,1n' 55✓ 3✓ VV.VV' A US' i CV2 .7' Cl 4422.•)" GIJ:OI' i4,G !' yVT S2J Vl '37'E 1.5r1. 4/?' C14 4304'12" 400.00' 300.69' N2345'34-W 293.66' C15 6350'44" 850.00' 947117' S26`10'06- 898.92' C16 1415J9" 85U.UU' 2%1.56 Nil12200t C17 2852'36" 1 850.00' 428.40' S055555"E 423 88' ­814�6'h;8" 8�U.C'!J' '�1�i,+,jZ' Afi5'!1_5'4v"t41 �1t."f;' Li9 pn JV fU 300,U'; JGGO' O O Z�O 43•,1'24" 200.00' ro 1. 9J' S8822'46"W 0'C20 1148 622 41 '� 1 " 200 00' 239 80' r, 34''9' W 25.69' 02398 41 51 " 20a 00' 23 a 8O' .N1207'12_"E 22` , 69' C24 7670'10" 200.00' 265.88' SOS 23'02"W 246.73' C25 J407'05" T'OO.CO' 23V 19' 58"c tJ16-V; `.JV L J4 c .:J-r.u9' ( 26 797.3`74 14U0.00' ' 1 i4.749' ' tv7o_:32'72"w 73366' C27 16-Jir'26A 600,00 )72,86. .34544-3717 „vv 172r27. - 'ir r.J..JJ tir?r?.Oc;" 1.s.44' ?r_"r'52'42"W 1866r",' C30 1 17.275,R i 40...^0' 127 94' K'67'1Fi'P,?"��f F 31 422758" , 400.00' - 96.47' 1 S48 4b 07 E 283.1J' C.32 G .J1 '(JL.l" I 8:5Q. 00' I 357 j4, I NtSy' O'G5"VY Jl.JJ' r_'_'r.3 2504 -. '^tt 23 i i' _ GC�C.!1' f 0u4.4^ - N7J�Cl'�c'i:> E ti %cr�v --UU.UU' �64.6.,,, -.7-4,`b."i4i 9,` ;J. NOTES: 12. THE DEVELOPER WILL PROVIDE INFORMATION WHICH ADDRESSES THE FOLLOWING PRIOR TO FINAL APPROVAL: THE DIFFERENT SOIL CLASSES, POTENTIAL FOR GROUND WATER, AND ANY OTHER ENVIRONMENTAL CONCERNS WITHIN THE DEVELOPMENT. A STUDY WILL BE PERFORMED BY A QUAUFIED SOIL EVALUATOR. SOIL BORINGS OR TEST PITS WILL BE REQUIRED TO PROVIDE ADEQUATE DATA REPRESENTATIVE OF THE DEVELOPMENT. A PROFESSIONAL RECOMMENDATION SPECIFYING THE TYPE(S) OF OFs TO BE CONSIDERED, COMPATIBILITY WITH AREA WIDE DRAINAGE, AND THE POTENTIAL FOR SHALLOW GROUNDWATER. 13. NOTES FROM THE BRAZOS COUNTY HEALTH DEPARTMENT: a.) ALL LOTS SERVED BY AN OSSF MUST COMPLY WITH COUNTY AND STATE REGULATIONS. NO OSSF MAY BE INSTALLED ON ANY LOT WITHOUT THE ISSUANCE OF AN "AUTHORIZATION TO CONSTRUCT" ISSUED BY THE BRAZOS COUNTY HEALTH DEPARTMENT UNDER THE PROVISIONS OF THE PRIVATE SEWAGE FACILITY REGULATIONS ADOPTED BY THE COMMISSIONERS COURT OF BRAZOS COUNTY, PURSUANT TO THE PROVISIONS OF SECTION 21.084 OF THE TEXAS WATER CODE. NO OSSF DRAIN FIELD IS TO ENCROACH ON THE 100-FOOT SANITARY ZONE OF PRIVATE WATER WELLS OR 150 FEET OF PUBLIC WATER WELLS. A SANITARY ZONE MUST BE CLEARLY DELINEATED AROUND ALL - 'EXISTING PdBL"10"-m PRa1t1ATE -WELLS ON THE SUBDIVISION PLAT OR WITHIN 150 FEET OF THE SUBDIVISION BOUNDARY. b.) 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. c.) 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. A SANITARY ZONE MUST BE CLEARLY DEUNEATED AROUND ALL EXISTING WELLS ON THE PLAT. 14. WELLBORN SPECIAL UTILITY DISTRICT WILL PROVIDE WATER SERVICE FOR THE SUBDIVISION. 15. 1 /2" IRON RODS SET AT ALL CORNERS UNLESS OTHERWISE INDICATED. 16. EXISTING LAND USE: VACANT/AGRICULTURAL PROPOSED LAND USE: SINGLE FAMILY RURAL RESIDENTIAL LOTS RANGING FROM 1.01 AC. TO 13.85 AC. 134 LOTS - 4 RESERVE TRACTS or t ACRE TRACT I J. M. BARRERA SURVEY, A-69 J. M. BARRERA SURVEY, A-68 HUDSON SURVEY, L t BRAZOS XAS SCALE 1 • ♦ s s LLiJI LV U 1 : .JI-I I LHNU M;ALLhII \L% UL V r_L-1 J-MLi'1 I . L I U. _ T JT_t -T IY/911 `51,6-L-j i, PREPARED BY: KLING ENGINEERING & SURVEYING 4101 TEXAS AV. + P.Q. BOX 4234 + SRYAN,TEXAS + PH.979/846-6212 LAND DEVELOPMENT OPMENT PPP-JECT 1`€W.F Thousand Oaks 1397 Acre Tract XREF DRAWING NUMBER LK(OUT TAB DRAWING NUMBER Loyouti.dwg Shes?-1_Masier Preiiminory-Plat I Phose_1-6_mPP_awg '- - A �7.., ..,.... �'D G V U-) 0 04 ILLJ ir-.'*./ A LLI I A I _e)4 n V I r.\ A- I U R 2�, -B_EWCLYTRUS-f EAST HA�F/ 290 CALLED Ac. VOL. 2259, (RU -UNFLATTED) earbed vfire I20' Equestdw� Trail 286 0 ca �,1�J, 52' iA ACCW, - ------ - OD L=110.28 c� OD 3d - Zia 0 Off EP 0 290 - - - -, .11 co C > Aband > 0c, f Lr- Vv .47' IN I�4 t 2.68 oc! I!R 2.79 ac. -6 Z4 II1 co /4§ f CO 482.1 III\ It < 22 2.?5 ac. C6 -3-ni qc. II18 IIN 89,V425" ESA �ERDI -�JkJVE\ RIAL) I-�2_0 -------- t— .34, (100' R.O.W. Pr,-R C-5 - ARTE (24' Pvmt.) 777 6' kVatedlms�� Ia I in %, I IIn Ii07 ac. I12 E I 1212-0 A�3 N 3. P7 t Neor�sf Porner a !��, Q, f Proper r, I Q1 ICi Unnit Line of C61lege 5tatibe I*_ �(pproxlmately 3460' Northeast) I280 DEER PARK 5VBDIVI5ION_-'__" IIPLATTED IIIVOL. 221, f t(8UBDlVIDE1 -VACANT) 20' DROUNAGE & Wer, UTILITY 11VLEY TRUST" 20' DRAWGE & N e2-1 I 0"I 270 EASEMENI ID tJNPLATTE6) D� Urbed Wire _vA RAL - CANT) N W04'25 E-5611-55' F - - - - - - - 5/8 ItRQN ROD OF 157.6 AbRE TRAC� unLITY EASEMENT I7 280 ­AQUIJA UniWEST PIPELINE CORP. I7- 3 -VADE . _NP 0' ELINE EAMENT VOL 1W PG 01 co 71 to (BARREPA 1AT0tA_Q_ I7- (A (0 (A k A AF) F) C'F) A I 0Q 00 I U IVII Jr I v Lj 0 0 IIII0 7. /Re tv I0 .,N k I200.0�1 k A A A AI. �b cj // Ln ,j t"S _4" Waterl (A I20.00" r LC 1,:,% F\ y' 6 r OD 01� W 614.58 IS 89104"�-�" Ibarbed vfiw Pence IJO.0 SUi�DANCE DRIVE 6: IL _Pnp JOE RESTIVO 36* T_ 1 .42 EE CALLED 16.68 Ac. 2�P it.) 5.28, 1 mESAVERDF_ DRIA/E 4-7 91 (raw VOL. 1512. PG. 254 10' R.0qW. PER C.S. ETJ AlkTERIAL) IffL. 292, PG. I 8) IT`TED) lb- (24' Pvmt.) (UNPLA c URAL-VACANT) t (b j (R d> to IIb I-;e5 79 U1 IIao T IL Iot IE DONALD E. 5ELTZ ICALLED 16.57 Ac. IA IVOL. 1190, PG. 303 (VOL. 292, PG. I 8) it IIE ITTED) o I UNPIA (RURAL -VACANT) CIO N #0 2.00 dc /* P CL IOZ ILi"O IY. II(A f7, C33 If 4 IIt1,; IC- SCALE C 200' IWELL'�CCES� RW 0c, 791 1.50 ac. 11r ON ROD (600i -_7 4w)�c POUND IN CONCREM IIv E %k 4.64' I3.1 0 cc. t1F > Prbposed, Well Site Q, I�vp I 3.23 ac (O I0o.: I -a .0 634 60' o� I3.30 t)L a fcl\ '0, t13 2.89 �,00 ac., L=110.71' 516J56'1////f IICj 4�1.05' IIA ILIJ IfII2_90 Iz IIIoc'. I,,.4'0 + t 280 A- W l.7 I< AP 10 19& 1 2.73 ac. -W-ac k)O IIIt10. I(7c. IIc 6c Ndt 2.54 280 > . I2P;? ItfUv ItII7-- IC4 0, '42-,,,Cmp 177 i� > V4 IU) - __ ", -, - \ N z: 10.32 ac. I. . ........ !4 0 > z I2 4uestrian Tra "10, 940.35 t") k9 I52 I280- 2, . . . ..... UN U.) 0 I 0 OD 0 0 0 jig, 0 I41 c"I 0 04 C�l C) Ic� I/V I4", wato G14 -�,C\ 91.50'1 II2-66%dc. 2.01 ac.N IIL 516/�9' 6 5�' IIAc. r r ENCLOSURE K EIATTMY 42, 72. ;F WITH IID If 4 I c') P TABLE OF EASMENTS Esm t No. Easement Description Recorded in Esm It. 1 FERGUSON BURLESON COUNTY GAS G47HERING SYS7EM �O_L. 2065, PG. 38— � 30' PIPELINE FASEMENT O.R.B.C.T Esm t, 2 AOUILA SOUTHWEST PIPELINE 50-R—P VOL 1 30' WIDE PIPELINE EASEMENT Esm t. 3 WILLIAMS COMMUNICATIONS, INC., VOL 3622, PG 73 10' WIDE EASEMENT (UNDERGROUND FIB. OP77C CABLE MRKRS.) O.R.B.C.T Esm It. 4 50' CITGO PIPELINE EASEMENT VOL 4050, PG 98 AMENDMENT TO RIGHT OF WAY AGREEMENT O.R.B.C.T Eem t 5 CITY OF BRYAN VOL 213, PG. 503, 60' ELEC7RICAL EASEMENT O.R.B.C.T Esm It. 6 1 FRIERSON VOL 282, PG. 197 60' ROAD EASEMENT O.R.B.C.T III�3r -cm _�s IP NOTES: Ar P - / i I0; 0 1. BASIS OF BEARINGS IS TRUE NORTH OBTAINED BY SOLAR OBSERVATION. 0) �0 FOUND IN CONCRE 1/Z IRONOD 2. A PORTION OF THE SUBJECT TRACT LIES WITHIN THE 100 YEAR FLOODPLAIN 1LIO, 0 co i ACCORDING TO THE F.E.M.A. FLOOD INSURANCE RATE MAP FOR BRAZOS COUNTY, TEXAS AND INCORPORATED AREAS. COMMUNITY NO. 480083, PANEL P" I.2,6, Zoo' NO. 0215C, MAP NO. 48041CO215C. EFFECTIVE DATE: JULY 2, 1992. ZONE A =SPECIAL FLOOD HAZARD AREA INUNDATED BY THE 100-YEAR FLOOD NO IV IacJ �A: II2,"' BASE FLOOD ELEVATIONS DETERMINED. 2.57 -2FO- - 'v Vac. I3. EXISTING LAND USE: VACANT/AGRICULTURAL R V/ 4. PROPOSED LAND USE: RURAL RESIDENTIAL SUBDIVISION WITH LOT SIZES C, RANGING FROM 1.41 AC. TO 12.70 AC.. I-260-, IIIMASTER PRELIMINARY PLAT Ifill !�K NOT FOR RECORD IIOF IJ1 1K C14 ISUBDIVNION IINMAN II1397.24 ACRE TRACT -69 IJ. M. BARRERA SURVEY, A-68 J. M. BARRERA SURVEY, A tH. G. HUDSON SURVEY, A-141 2v I -mom � . . . . . .. . . SOMMT-TO-RIGHT- AMtN OP WA -;e BRAZOS COUNTY, TEXAS j 1 -7' �--,VOL 4050 7 10", Ucfulp OF,66U�Ts PIPFTNE�­ SCALE: 1 "=200' APRIL 8, 2002 ISHEET 2 OF 5 I25 EXISnNO' Fo EXISTINO' WELL PAD OWNED AND DEVELOPED BY: X 35C IJIUIRAHI, C�.PAL LT1j_ gn IL-96i IT W�t _�O. 1 N SMILING MALLARD DEVELOPMENT, LTD. v,4e N I3608 EAST 29TH STREET I EXISTING WELLIJEA0 J.b� BRYAN TEXAS 77802 -4384 //WELL ACCE9' (979)846 PREPARED BY- N < KUNG ENGINEERING & SURVEYING dp.l 4101 TEXAS AV. + P.O. BOX 4234 + BRYAN rEXAS + PH.979/846-6212 mm 0fUN9 COW. x unhe mn�1 7 Mr_ IU%Qrjv --- — — - 1, G. 2,116 jcj3", OAK JTA d. c w -6',OIL PlfW�,E� �4' v�t.j 1�,4.78 (70JR.O.W 7 -7� b 4-7 ------Layoutl.dwg -2 I Phase-1 -6-MPP.4wg Shoot -Master-Praliminary-Plat LAND DEVELOPMENT PROJECT NAME Thousand Oaks 1397 Acre Trod XREF DRAVANG NUMBER F_ IAYOUT TAB I - ' DRIVING NUM30 274 IV ILA_ 0 I-qmp. 4' tpdfne 191. .-w RW I-4--�OAK6TA LIJ Lij -202.15' I. ....... . \ - - �0_ t W n 1� " .7 9 .54' f Ix i70.11 CL. ?t - Y,-. /V OC. �b CD 7.8 v 7 if i-c, I I" OD I IN __ � L I 'V 01 v) S EL -j `I,,,,C0 43 > 0 I4 ItIitII102§,r, 278 20'\�ique�� �In T'. - Of elt, II0 Q, 1 t0.14 N et I IL A0tjjLA SWkNWIIEST/01 NE -COW. I'4 NEttASSeM 2T IRON ROD FOUND (AS DESCRIBED) 0 1z M4. :,OIL Plf"E ,C) IRON R42D SET W7H CAP V 112 0 PROPOSED DIREC770111 OF DRAINAGEIRUNOFF oe ff�_ MOHR=- V1�91 I — PHASE LINE BLUE LINES INDICATED BY QUAD (FOR DELJNEA77NG LARGER DRAINAGE FLOKINES) VE j2_`6 1; .,r I36-7 m RESER 7RACT LINE SURVEYLINE c� C� RIGHT OF WAY CEN7ERUNE I0 PROPERTY LINE (SUBJECT BOUNDARY AND ADJOINERS) BARBED WRE FENCE LINE VC. OF 36- 6np ;.0 r Ix LL IIIE L I I274 II7 0, C fir A Nk 46 '2 IIII270 f ItI00 263 iftC4 to L17_1 4.04!� 266 �iqp8i,4�' I-7 II264 I/Ve qC i 7Z I I I262 4\ 12.Q3 x Lu� L= -59­­- 260 IBarbed Vfi Inee N I256 I2.54 '06-W I622.21' I28.87 itiQ I250 Ln v 71j% 246 1\ I h-\ I m \L \r-%- -,A In C71!77F�A 242 I f / 240 IIS 9*44 \aail7d 0 .0, ItII% k A Z) VA < I IItIIIIcc� IIIC. 22 cc 't ISCALE 1" 200' IIIlip INet q IIIItIac i tIv IfIf I .............. 70tY I7 2,79 e� 36" cmp)� L'6-i6. 0 IL-39 47' fz WELL �Cciss I:7 . . .. .... . . IIt If f I 5 II...... . . IIIittiIINOTES: 1. BASIS OF BEARINGS IS TRUE NORTH OBTAINED BY SOLAR OBSERVATION. t2. A PORTION OF THE SUBJECT TRACT LIES WITHIN THE 100 YEAR FLOODPLAIN f ACCORDING TO THE F.E.M.A. FLOOD INSURANCE RATE MAP FOR BRAZOS __vo_ COUNTY, TEXAS AND INCORPORATED AREAS. COMMUNITY NO. 480083, PANEL NO. 0215C, MAP NO. 48041CO215C. EFFECTIVE DATE: JULY 2, 1992. ZONE A =SPECIAL FLOOD HAZARD AREA INUNDATED BY THE 100—YEAR FLOOD NO �THIS LINE RAS BASE FLOOD ELEVATIONS DETERMINED. IBEEN NNCED I-JULY. -2001 IiI3. EXISTING LAND USE: VACANT/AGRICULTURAL Z RA II4. PROPOSED LAND USE: RURAL RESIDENTIAL SUBDIVISION WITH LOT SIZES INGING FROM 1.41 AC. TO 12.70 AC.. -p IVIMZ I Cri rr11=L1imr mn TrLA I L TiIr )A A. I V I tjfn K, KL IIS 'E SUN NOT FOR RECORD VCO J iLY. 2001----' or III1�96,,.20�, 9 4 '22"Vi 7 I /z, w RMUNIA SUBDIVNION 2,56 C- / rl-�/ /, A o A A f*%' r1% 1397.24 ACRE TRACT I_11 I'R J. M. BARRERA SURVEY, A-69 I-68 tJ. M. BARRERA SURVEY, A H. G. HUDSON SURVEY, A-141 fI60 itBRAZOS COUNTY, TEXAS R I'O SCALE: 1"=200' APRIL 8, 2002 IIh( ISHEET 3 OF 5 250 ItOWNED AND DEVELOPED BY: I24�- SMILING MALLARD DEVELOPMENT, LTD. 3608 EAST 29TH STREET I.... .... BRYAN TEXAS 77802 (97�) 846-4384 I PREPARED BY- Vj� N ROD r urm4b -t KUNG ENGINEERING & SURVEYING . ....... .. . . NAT Res_ OZ. _T__T_11 77 41 01 TEXAS AV. + P.O. BOX 4234 + BRYAN.TEXAS + PH.979/846-6212 240 mmkm i .7 RT i " 1 15. 06"Iff 90,69' tR ............ \14\89,\09, 16 LAND DMDPMENT PROJECT NAME Thousand Oaks 1397 Acre Tract XW DRAVVING NUM13ER LAYOUT TAB 5-t—WINIG NUMM Layoutl.dwg Shest-3-Master-Preliminary-Plat Phase-1-6-JAPPAvig Fu I'T� f(k; -C3, t * c, �2 -11 IC', - ;-. <z, .�, ` 1 v.::- ' I'''- O ~� Ir YC7IiT 8t25� •�".--.._ _ ° c.a• 20 DRAINAGE & o . o • N 82 1 f�+ \ �¢:� �-, °. n D.®.aUTIL1TY EASEMENT t %1'1 - - - `' -_ 270 e o .:• V• i n (1 / ITI I i 1 ^)% /r\/ A �) !� vlviIin .., �VL1I n-"� I s7 ` oc" `, t� 1: _ --7 = - - - a 'to - as--6- 18- r, LLJ ­ 7 - - -:-, /Z,tl -a.0 � \ Iw..i _-.��% b ` ~ `-.- ``°•,,,� ` v. IVI. C;n��(1L��n °a-° ,., ..:V��\q(L 1 n Vv o • � , & ;. t't °.o# o \ \ °.a` °.° I A � - A "' M 1' 7 ^) A ;'+ I i ^)\ / 1- � f A Li. IVI• `.ni'\iil_i'�n vV��V L_ 1 n--Vai \\ 11 � \ '\ • ` _ ° embed Wire`-,> `\, ' ° \0 \ ° I � Fence \ 4 a 1 , '\, }, \ JOE RESTIVO o° r°` 1 DF DR\i>/E / CALLED 16.68 Ac. of VOL 1612 PG 254 ARTERIAL) \ (1 \ ` , fVOL. 292, PG. 18) Q °} .. = \ , I {UNPLATTED) o ° D°� .S 0° > t I {RURAL -VACANT) a % it ; '}, i t i \ a, C ifnn�'' 4 s o o L■J t,J1 vI i i °a \+ po . / ,a.a \ i I\ I t °`o, t 0 ' aD / f ( O. 13` f 1. y ! o ! t. 1 0 �% c I ' ` I i*- - ;\ I 3 I I ' I 3 i 1 i ! I DONALD E. FELTZ ' t i CALLED 16.67 Ac, C 1f 1 � VOL. 1190, PG. 303 8 1, f O {VOL. 292, PG. 18} M t ! ( (UNPLATTED) p 1 iI O r ; t .T yv / Q` I I I (RURAL -VACANT) 1 IL f / i I /( Ii (1 f i I J f i / i ? , % / I / { / 28 II ! 11 F rr28 1 f "I ? i ,� / / i 1 11 t f/ fr, w ✓ / r+ i S 0 0 I D O 0 0 0 0 a t 0 0 I° X4 °-O O•,a , 0 I D 0 r0,0.a` 0 0 0 \ \ 0\ °a f 2814 ( ) > 11 / / / (D 0 / � f / f /r f °t ° /( / / / - - L C 0 Ili /' I i /2' ID Roo t1 ' I FOUND ° I !N CAE � J i i w \ I 0 1-a.. L .` 7 ! 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NZD LINE TABLE LINE BEARING LENGTH L1 N6320'57"E 22.80' L2 N05 04 04 E 277.02' L3 N8455'56"W 15.00' L4 S02'13'28 E 70.00' L5 N87'4632 E 15.OW L6 S2329'33"E 120.83' L7 N4545'56 E 15.00' LS S2942103"E 82.17' L9 N8136'58"W 135.52' L 10 S33"1131 "W 139.35, L 11 S08 j0 231W 75.00, L 12 S2022'14"E 62.80' L 13 N00 42'13"W 90.50' L 14 S00 55 :35"E 108.13' L37 N00'42'13"W 90.50' LOT 6 CURVE TABLE DEL TA RADIUS LENGTH BEARING CHORD C1 56 26'08' 850.00' 837.24' N78 58'22'W 803.80' C2 23'49'29" 850.00' 353.45' N3850'34"W 350.91' C3 1658'43" 850.00' 251.88' S3525'11-E 250.96' C4 20 00'00" 850.00' 296.71, N33 5432"W 295.20' C5 53'40'50" 850.00' . 6.37' S50 44'57"E 767.56' C6 413346" 850.00' 616.60' N5648'29"W 603.17' C7 23'48'05" 850.00, 353.10' S47'S5'38 E 350.57' CS 1359 02" 850.00' 207.46' N5250'10'W 206.94' C9 3839'01 " 850.00' 573.39' S6570'09 E 562.58' C10 59 00'02" 1000- 00' 1029, 75' N66 00'19 E 984.86' C11 3772'31" 845.00' S48.75' N1754'03"E 539.16' C12 55939" 400.00' 41.85' S0204'15"W 41,83' C13 44 22 OS" 200. 00' 154.87' S23 06 37"E 151. 03, C14 4304'12" 400.00' 300.69' N2345:34"W 293.66' C15 6350'44" 850.00' 947.17' S2670'06"W 898.92' C16 1475'39" 850.00' 211.56' No, 22'33"E 211.02' C17 2852'36" 850.00, 428.40' S0555'S5"E 423.88' C18 1436'58" 850.00' 216.83' N13 03'45"W 216.25' C19 6230'10" 300.00' 327.26' N3836 28"W 311.28' C20 433124" 200.00' 151.93 S8822'45"W 148.30' C21 25'40'34" 400.00' 179.25' S3123'47"E 177.76' C22 684151" 200.00' 239.80' N5634'39"W 225.69' C23 68'4151 " 200.00' 239.80' N12 07'12 E 225.69' C24 76'10'10" 200.00' 265.88' S082302"W 246.73' C25 34 07'06" 400.00' 238.19' N16 07'58"E 234.69' C26 1973'14" 400.00' 134.19' N1032'12"W 133.56' C27 163026" 600.00' 172.86' S4543'11"W 172.27' C28 732'33" 1000.00' 131.64' S334141 "W 131.55' C29 18 05 26" 600.00' 189.44' S2052'42"If 188.66' 730 1727'58" 400.00' 121.94' N6176'Ol "W 121.46' C31 42 27'S8" 400.00' 296 47' S48 46'Ol "E 289.73' C32 23100" 850.00' 37.34' N89'40'05"W 37.33' C33 1 25 04'58" 2500.00' 1094.45' N79 02'56 E 1085.73' C34 I 22 33'58" 2500.00' 984.64' S7747'26"W 0-- ' 1\< LOT 9 a 33 Q 11) 40 4j 6, i 00 3 4 LOT 10 2 I ILOT 11 I _- LOT 12 I %Q zs w 0 IRON ROD FOUND (AS DESCRIBED) 1/2 IRON ROD SET WiTH CAP PROPOSED DIRECTION OF DRAINAGEARUNOFF PHASE LINE BLUE LINES INDICATED BY QUAD (FOR DELINEA77NG LARGER DRAINAGE FLOKINES) RESERVE TRACT UNE SURVEY UNE RIGHT OF WAY CENTERLINE PROPERTY UNE (SUBJECT BOUNDARY AND ADJO/NERS) BARBED WIRE FENCE UNE SCALE : 1" = 200' 0 0 -- - -0-0 0.0.0-0•0.0-9.0.0.0-0.0- . - . . . = = _ -� TABLE OF EASMENTS Esmt No. Easement Descr! Lion Recorded in Esmt. 1 FERGUSON BURLESON COUNTY GAS GATHERING SYSTEM VOL. 2065 PG 38 30' P/PEUNE EASEMENT O.R.B.C.T. Esmt. 2 AQUILA SOUTHWEST PIPELINE CORP. VOL 1714, PG. 216 30' WIDE P/PEUNE EASEMENT 0.R.B.C.T. Esmt 3 WILL14US COMMUNICATIONS, INC., 10 WIDE EASEMENT (UNDERGROUND FIB. VOL 3622, PG. 73 OP77C CABLE MRKRS.) O.R.B.C.T. Esmt. 4 50' C/TGO PIPELINE EASEMENT VOL. 4050, PG 98 AMENDMENT TO RIGHT OF WAY AGREEMENT O.R.B.C.T. Esmt. 5 CITY OF BRYAN 60' ELECTRICAL EASEMENT VOL 213, PG. 503 O.R.B.C.T. Esm t 6 FRIERSON 60' ROAD EASEMENT VOL 282, PG. 197 O.R.B.C.T. NOTES: 1. BASIS OF BEARINGS IS TRUE NORTH OBTAINED BY SOLAR OBSERVATION. 2. A PORTION OF THE SUBJECT TRACT LIES WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO THE F.E.M.A. FLOOD INSURANCE RATE MAP FOR BRAZOS COUNTY, TEXAS AND INCORPORATED AREAS. COMMUNITY NO. 480083, PANEL NO. 0215C, MAP NO. 48041 CO215C. EFFECTIVE DATE: JULY 2, 1992. ZONE A =SPECIAL FLOOD HAZARD AREA INUNDATED BY THE 100-YEAR FLOOD - NO BASE FLOOD ELEVATIONS DETERMINED. 3. EXISTING LAND USE: VACANT/AGRICULTURAL 4. PROPOSED LAND USE: RURAL RESIDENTIAL SUBDIVISION WITH LOT SIZES RANGING FROM 1.41 AC. TO 12.70 AC.. MASTER PRELIMINARY -PLAT NOT FOR RECORD c 1397.24 ACRE TRACT I M. BARRERA SURVEY, A-69 I M. BARRERA SURVEY, A-68 H. G. HUDSON SURVEY, A-141 BRAZOS COUNTY, TEXAS SCALE: 1 "=200' APRIL 8, 2002 SHEE T OWNED AND DEVELOPED BY: SMILING MALLARD DEVELOPMENT, LTD. 3 608 EAST 29TH STREET BRYAN TEXAS 77802 970- 846 4384 PREPARED BY: KLING ENGINEERING & SURVEYING 4101 TEXAS AV. + P.O. BOX 4234 BRYAN.TEXAS + PH.979/846-6212 " LAND DEVELOPMENT PROJECT NAME Thousand Oaks 1397 Acre Tract XREF DRAWING NUMBER LAYOUT TAB M4NNG NUMBER I:ayoutl.dwg Sheet-4JAaster_PreikoinaryJ'lat Phase-1-6 .dwg z 0 35 ,0 3� a Z� 0 Z) 4) 0 (044 - f )5_17 to �<_Iz 'T a.. m 0 ,- & -!T 1 4) � -Z - - - Lof 13 - - LOT 14 - - LOT 15 1� I ) "' N I - z -�-, " \ \,� � 11 - ", , 1\ ­� �,��;��,,','A!?,e.',�, -z,rilf""�."".�,�"-�1.1�l-."-,- * 0 1 � -1, �, \ " \ \ 'i �. ��Z,`�,&*,2� ,������... , . , ..:: i� , g�,,.,A��,A, ,Tz�­�_.. .., I - , _,_.,,,,11 " !-, -�_­ ��.--.,;�,',..,; � . . / IL �:­_,_,_ I , _ \ \ , ,_�� �,��, - , ,�p I , ,_11­1..,. lelx_ .. - - � � .\ �1, � k '---,, _,�,, \ � -1 I- - ,* _�. � ��,-_, " , ,:�y I f ." " , \ ___� J, , � �'. I':,.) ��­` �,.f�,',:�� I ,�,'.,',-,',', '. A .." v N . , ., _ ., ,\ R \ 1-1 �, , _ - ., '. . , I I \ ''. ., I \. - 1.1 � .�� � ­11­1, , I ­� - , _` - � - ____'. I y ,( , \ ,,,, ,,� ; ..�', 1"..." ,,%, _­ ��;!�_v,� ', " - - -- - - , - 0 - C) ., � �� -r::r ,%.,,.�2�,�,, -­ "' ,� .� , % lr-\/ A , c - I I - , . � - ;-, - -- " � .1 �.;,�,� ,.:�j ­ \ I , ­�, __ �, ,.�� �,- . , � .. .. . .. � 1". , � "_�,r�, � -, � �_,�,,� / , 1 -.0", ", ,�_,_,'�, 11 '_., '1� \ \ I / \1� .I"'- '.11, , , \ � \ , �� , 1'_�'*' ,, , , x , 1- - �" � , __ \ -.1. __ ,�� ,,,-,.��_n--,�-,-,- �� . , -,-� ,.. .��Jil:\ I I A r"', A A -1 I �q / f �__ -, 11 ,, , \ _r ,. - . , , . _ _,. rr `N.. 1".. I : I ­­� *:k_��';r _ "'?r' r _._rr ,.., ­+� %�, , . �� (��i�,, ��­r �., ,�,'��,�� I �jjjju ��­__ ­ -, - N I I - 6 R I I-- \ _,, �% .1', , 11 I � ,� '.-.r*,-,,-';7rr � , , ­ ..�, ­11-1- - _� � / � , - ) / .0*� earw.d Wire 1,-� " -% r-P .\ " v R v C_ i 9 r-% %..# - � - . i .1 / - � ------- -- \ "", 'N N \ i \ , // \ , i _., \ I T \ , i , I ,:, ", .�, �r: I I. -I - - " ­ I I r5r RRE \ 111 �1111' , , -\ - ,; 11 � r ',�cr.�' k.;�.�i U. IVII " r %.# , , - \ � � , , .+ , -----' -- -7, , , ) �� \ �, `t_ , - ", � '� I \�_/ 'r I, � . � --��- - " �--_- - -_=.� .Z:-�- ,/ ..r,,,, , 0 - C I � -, , '-\ 11; � "I - I � I / 1, I ,r., r � / ,_,,� "�� " I I , I <Z� In tLl <�'j r " i '_� .C� �\ , % , ;rr7�,".r 4 \_ _,,�,* .... \ \ \ , -1 , , " '\� \ 11 . "I 1\ \, k � I , " �r- r fA";,,*- ; :: - 'j. io \ \ r _r��, r _� � , -- r ,1 �- 1� �11 N "I _�, , , � ( - \r \ / " \1 �, , ., - ��-��.:::=__ I / / _,;:­� . 1� I 1� N I %A ,4- � �, C.) IkR - " 'I- �� '� �, '1�11 Z�, 11 11 .11 ,,, , e , �j 11 I - �) � 1! i ,*Zl 1� . "I, I -_�', AN - - --- �1_ - \ "\ ", " % / rn \ 1. " \ 11 / - --- , I ... I I ,,;,�,,'�-rr- �� ' \\ \ C, �-, ,� 0 'r,q ,,4 "4 "� 4'4 �,4 �,, �� I I 11 � I I - I � I I - '-5W crw PIPELINE EASEMENT , __ "-- - - _-N ) 1 (( I , I - , , - D 11�1 - - -1-1 - " , � - - �,,, I t � ( :I, . . �',j , � I - / y I I I., EN MEW TO RIGiff OF WAY ,�,, , . , \ - , . 7 ,;;;; , Ir _" I ! . I I k ._._r.,.._,r It . "", ,_,�,, i I � \ I I . I I . � � / -1 -_ I --- - - - I ; t ,,,,�r*. _1 ,6 , . ;) / I i ! - - �, ,.. . \ - \ '�_, , , k , __� '\ N _� , \ \ -_ - - � � t � i � ,,� I � , , I 1__�/ "_,�, � " i AGREEMENT .. I ,� - � I C� 71 w 0 w _4 I � IRON ROD FOUND (AS DESCRIBED) * : ! 112" IRON ROD SET W7H CAP 0 � : PROPOSED DIREC7701V OF DRAINAGEIRUNOFF : : : PHASE LINE R�_ L�_ m� BLUE LINES INDICATED BY QUAD � (FOR DEUNE547ING LARGER DRAINAGE FLOKINES) _0_0-o_0_o_0_0_o_0�o_0_0_010_ : � RESERVE TRACT LINE . . - . . - i i SURVEY LINE - Co = = - ! i RIGHT OF WAY CENTERLINE - I i PROPERTY LINE � - - - - ] (SUBJECT BOUNDARY AND ADJONERS) i j BARBED WIRE FENCE UNE * i I I I . TABLE OF EASMENTS Esm t. No. Easement Description Recorded In Esm t. I FERGUSON BURLESON COUNTY G4S GATHERING SYSTEM V01- 2065, PG j37 30' PIPELINE EASEMENT O.R.aC.T Esm t 2 AQUILA SOUTHWEST PIPEUIVE CORP. VOL. 1714, PG. 216 30' WIDE PIPELINE E4SEMENT O.R.B.C.T Esint 3 WILLbWS COMMUNICA77ONS. INC., VOL. 362Z PG. 73 ' 1 10' WIDE E4SEMENT (UNDERGROUND RB. OP77C C4BLE MRKRS.) O.R.B.C.T Esm t 4 5o' arco PIPELINE E4sEwEw VOL. 4050, PG. 98i . AMENDMENT TO RIGHT OF WAY AGREEMENT O.R.B.C.T Esm t 5 C17Y OF BRYAN VOL. 21J, PG. 503 _7 60' ELECTRICAL E4SEMENT O.R.B.C.T I [ Esm t. 6 FRIERSON VOL. 282, PG. 197 1 60' ROAD EASEMENT O.R.B.C.T I N ) % �� --, " - - I 0 1 ! , " 1 ,6- 1 / ? / / I � % I I . 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I., ,,.K., � 210 I \_1 NOTES: _... 1. BASIS OF BEARINGS IS TRUE NORTH OBTAINED BY SOLAR OBSERVATION. 2. A PORTION OF THE SUBJECT ACCORDING TO THE F.E.M.k TRACT LIES WITHIN THE 1 00 -YEAR FLOODPLAIN FLOOD INSURANCE RATE ��;, .,-;-, ;�!�;T!"�,�'.4���,-""-,,.��,�p-��:i�: MAP FOR BRAZOS ��; , i� . I . � � �::,�: COUNTY, TEXAS AND INCORPORATED AREAS. COMMUNITY NO. 480083, PANEL �fi�,qN _ NO. 0215C, MAP NO. 48041CO215C. EFFECTIVE DATE: JULY 2, 1992. ZONE A , N _T ,�,__ ....... ;,�,"t.- .. ��,� REA INUNDATED BY THE 100-YEAR FLOOD - NO .. .. ­ BASE FLOOD ELEVATIONS DETERMINED. :1 , R� , 4�--,�,-: '-, , �� , . ''; ,,�,8 �T,ee * 3. EXISTING LAND USE: VACANT/AGRICULTURAL .,�; �,�,�-� ,-. � I I.. 1. ��` .".. ...b.- ... �i�.�_,. ,��.,,, 4. PROPOSED LAND USE: RURAL RESIDENTIAL SUBDIVISION WITH LOT SIZES �,,,,�� RANGING FROM 1.41 AC. TO 12.70 AC.. rj�,f.. �.,-,.: , 1. �.­ ,; ��,,'­!,�.!.. ,:,�*..­ � .1� � __ ,� ;r - �,�,,,,.,,:�� , - , - , , MASTER PRELIMINARY PLAT I NOT FOR RECORD I a - �"�;'Zlj��":��,��,�.� . \ I, �f_ - - I t / __ _. - I,- - I , .. . ,_ - I ; - 1, � / I - , I � , f/ /// / "I I- / �� .. . ... _,__...._.1... .111' __\ 11 1�, '1 \ � Y 9-i Pil y I ,,"kn,z .... 'N � I /I / / ,� ".. , �' " N / ____1 "­­ \ .. 11.1 . / /�, -� - - _,,, ____ , �' .'� ... a f,v. .. I ;"r"L'­eL _­ \ \ \ �1, I - -",S,* 9 j �/,�/ I I / - . '\ - - __ � - IN, - / ��,�";.�,l���,,'�."�.��.,,�,.,�, f.,�`­_ , V.-I.7"-I I';,�L"I_; � I . 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