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HomeMy WebLinkAboutDrawings / 10• 1 I Scale= 1:292(Feet) 1 N 08°39'39"E 448.97 7 S 05°02'54"W 75.63 2 N 06°36'03"E 176.67 8 N 74°22"E,ch 141.36,r 259.02 L 3 N 10°51'47"E 290.37 9 S 06'10"W 441.76 4 N84°29'13"E1057.96 10 S88°31'27"W 1194.35 5 S 06'10"W 436.4 6 S 64°48'45"W,ch 143,r 183.83 R 6- v %.0# v V CURVE RADIUS DELTA ARC TANGENT BEARING CHORD C1 235.00 13'5523" 57.11 28.69 S 86 40'08" E 56.97 C2 235.00 12'11,09' 49.98 25.09 N 80'16'36" E 49.89 C3 235.00 27'00'59" 110.81 56.45 N 60'40'32" E 109.78 C4 235.00 30'44'20" Y0,68114 64.60 N 31'47'52" E 124.57 C5 235.00 18'28'42" 75.79 38.23 N 1793'00" E 75.46 C6 235.00 12'20'36" 50.63 25.41 N 01'48'21' E 50.53 C7 50.00 52'2739" 45.78 24.64 N 75'01'24" W 44.20 C8 50.00 83'06'44" 72.53 44.32 S 3791.25" W 66.34 C9 50.00 81'40'21" 71.27 43.21 S 4592'08" E 65.39 C10 50.00 5354'01" 47.04 25.42 N 67'0041" E 45.32 C11 25.00 90'00'00" 39.27 25.00 S 49'21'57" E 35.36 C12 165.00 90'44'08" 261.30 167.13 S 41'00'06" W 234.84 C13 165.00 13'5523" 40.10 20.15 N 86'40'08" W 40.00 C15 25.00 90'00'00" 39.27 25.00 N 4038'03' E 35.36 C16 25.00 90'00100" 39.27 25.00 S 49'21'57" E 35.36 C17 50.00 84'51.02" 74.05 45.70 S 0193'06" E 67.46 C18 50.00 8892'15" 76.97 41.46 N 8038'56" E 69.59 C19 50.00 86'29'08" 75.47 47.02 N 06'41'46" W 6&51 C20 25.00 90100100" 39.27 25.00 N 4038'03" E 35.36 C21 565.00 19'44'34' 194.69 98.32 S 8429'40' E 193.72 C22 335.00 18'57'33' 110.85 55.94 S 82'08'31" E 110.35 C23 25.00 90'00'00" 39.27 25.00 S 4637'18" E 35.36 C24 50.00 8219'10" 71.84 43.71 N 0247'30' E 65.82 C25 50.00 90'57'09" 79.37 50.84 S 8437'40" W 71.30 C26 50.00 86'20'46' 75.35 46.91 N 04'01'18" W 68.42 C27 25.00 90100'00" 39.27 25.00 N 43'22'42' E 35.36 C28 265.00 18'57'33' 87.69 44.25 N 82'08'31" W 87.29 C29 635.00 14'5524• 165.39 83.17 N 80'07'27" W 164.93 C30 635.00 06 46'49' 75.14 37.62 S 89'01'27' W 75.10 C32 200.00 135523' 48.60 24.42 S 86'40'08" E 48.48 C33 200.00 90'44'08' 316.73 202.58 N 41'00'06" E 284.65 C34 600.00 21'42'13 227.28 115.02 S 8330'51' E 225.92 C35 300.00 18'57'33' 1 99.27 50.09 S 82'08'31" E 98.82 LINE DISTANCE BEARING L1 124.43' S 7942'27" E L2 675.68' N 86'22'10" E L3 270.63' N 04'21'57" W L4 550.17' N 8538'03" E L5 792.06' N 85'38'03" E L6 118.14' N 85'38'03" E L7 65.84' S 72'39'45" E L8 159.54' N 88'22'42" E L9 306.32' N 88'22'42" E L10 547.64' S 0471'57" E L11 493.27' S 01'37'18" E N 10°51'47" E - 290.37 ,all N 10°54'51" E - 290.37) 36"Oak Tree 36'03" E - 176.67 X1'50" E - 177.31) ROW 40"Oak Tree Wtr. c M tr. pe Buffer ce line 4 • 448.6 FQ) OA I Ill/ O \\ I III I Fnd.5/8" Iron Rod N N 86000'02" E - 204.04 (Call N 86°04'40"E - 201.42' Marshall T. Crenshaw Fnd.Axle 1\ a \ Fn d. 1`�% 49.2 Acres • 9 1 H --E-'-' \ o Harry Krause 210/3 ,� E 1942.88 �''�'� 2'S 01 1 52 v-�; �".1 z __ t S 5.6 \ \ , - 1 2.0 Acres N S4 33 51 95.87 \\ _ 1 2.0 res 8' CALL 194.1 93.2B - -� �-- - --�N \ \ \41.3/4 i / o g,13„ 1942-B 5 __ - - 1 1 - \\1�r % ; \ N S4 2 E88' 204�o� = - --� z �W �°' S 6 6 \ \ \ ' 9'13 W 1 208.17 w I Io I 3.20 241.74 � Fnd. 1/2 Iron Rod 20 Utilit Easement 2 - w tv o I' - - \ � Utility _IUJt I II i _ \ 212.43 LOT 3 �I I? LOT 4 ,n 216.9^7 - \ w LOT 14 (�\ ra LOT 2 0 o 1.00 acres o, g 1.00 acres to I� W / / - LGT 77 \� 1 X1.82 w - inl LOT 1 1.00 acres NI (o �i c� v- LOT 6 <v 3.09 I I ra N o co' '►� "� 1.19 acres\`� \ \ iw 1.00 acres N o 1.00 acres N ( (0 I cv CO \ \ 711, BLOCK 5 ) (M LOT 13 '� Nz z LOT 5 N 1.00 acres wry. \\\\'r? cb �_I °' ;n oI 10 N o ( BLOCK 4 w� �� �� z(� 64• 1.00 acre`s LOT 11 LOT 12 Lo 0) (0 1.00 acres N o I 1 Z - I ,I 1.00 acres N oo rycb l \ \\ \ \ \8' -`� (� 1.00 acres N o 1 I , -- - L1-7 107.42�� C29 - L0 Do/\ \ 1.00 acres o ( z BLOCK 5 I 200.00 \ LOT 10 rnT 0 1 z ---r 203.79 6A- 01\ \ 339 0 \ I I z - T 207.80 L6 • -I- . C34 84 J 1 p ' LOT 9 \ \ 2o ( I z \ --r _-- - 212.06 -�- R 5, + C28 �' 1.02 acres \ -0�� \\___- - 216.59 L5 _ C�.+ C3 Lg Lg •/ / 5 . / 0.79 \ +. - - L4 PEACH LAKE DR �_ R 35' � � 65.84 R 35' / 309.60 70 ROW R 35' 249 84_ ____ I • 8'03" E -} PARK AREA LOT 9 ,� �� -22 9g,a4' - 248.Oc N B5'38'03" ____ ---. + 3- - c - I LOT 1 � l o l 0 00 _- --� - 2 _- I i� d 1.00 acres iil LOT 1 35'2 ' 58 I LOT 9 a, d I 1.00 acres ,a rn I\ LOT ,9' / �' 21 r w 11 �w loo w ra l l .- 1.00 acres o01 / BLOCK 5 G 9 i 1.00 acres �l �- o 1- N 1ro o % �� LO -T 5 l oo i� � � N 85°38 03 E ____ � � .-` - ,�- -- - _ - _,.. � / � .p► / LOT 8 o r 11 1 1 M r- C' l `� N 85°3803" E _ _ - - , ,Y / pj t�e removed ' 1.01 acres w ` N - - N 88°22 4-2 8 101 ��'6 L d LOT` 6 Do o W ° 0 274.00 - __ - E �• 1.10 acres �/ LOT 7 0 `° \ 001 I o cD S 85-38'03" _ __1 a g __ _ _ _ Existin Lake \ ,,��' / rn 1.03 acre \ �' _ - cn 274.00 LOT 8 N �l 13,51:56- 0 2�2� 1.02 acres o '- \ - �- - / d 1 / z 243.00' J 274.84 00 LOT 2 �l l 1.00 acres U I LOT 2-X80,56- �\ % 21.97' 23' - ... - . .. rn ,n O l 1� N M' i 226 LOT l -� l 1.Q0 acres I U 1.b0 ac6 es /� LOT 8 �d I BLOC 207.45 J _ - - - - oo V_ l -o l I _t O I I ►r �, loo rn l 0 I I ( 1_00 acres - - C.)- 2 _ - 3„ - \ + 1.00 cres \ N" E c�� -N 85°38'03_E r - - - O t0 � \ N N B5'38$03- _ L - m N 8. 22' 42" E I\ __ _ -► C7� w w Fence \ \ \ �--- --_ g - 274.00' - - -�- - �' N 88°2242" E-m� N / 1 \� 2 121 W\ \ / \ w xistmg 1W BLOCK 5 N 1 0 LOT 4 ---- 4-� 1 moved) \ \ ,� 274.00 LOT 7 298.65 I \ \ \ 1 I- to be re O N 1 o 1.09 acres -- \ .'.'.'.'.'.'.' ' ' N Q 1 1 \ \ \ �r LOT 2 '`� o LOT 3 N 1 286.91' ` �' �'. N LOT 3 l m l 00 1.00 acres c? LO\T\ 3\ \ \ -428�.9fl- 1 LT\1 rn1 1 0 \ l I \\ �\ \ `\ �� I I 00 o oN o 1.09 acres 1 0 - �� '4 " \�-\:•:.:•:. d l 1.00 acres U 00 e� �l 1.00 acres \\ \\ \ \ \ T_ 7 I \ 1 1.'04 acres- Q 1.09 acres 10 1 z ,5 e, o� - _7. T _ I O l l l \ \ I �I \ - _ - _ \ \ \ l _ / Q' ergs 1 m N 89°01 15 E - \ \ 1.00 acres o'' _ z C�/� _� \ L\ oro \ '�' ` -- - N 88°1151 �• � 2:257 ,o \ S o .... .�,'..'!'. 5°25 46 E .-1 � `-- \• -.. r- 135\\\87 - _ _ �� -6.53` 48• 2-. ' 12' Lane width 116, 778 _ \ \ . . . . . . • • 32 + \ +C -p -EACH -C E cp\ , 7 � -\\ -1 BLOCK 1 �, co \ �`��, '°7 \ Pond to e Iile�J \ s\ \ _ \ \ \ � 4c 34.86' U' ~�4 �� \ bol LOT' Z2 ` -L I-) LOT 4 `L,OT 1 ( 1 N 0 ` I (° " LOT 5 / ' \ n ` ` `=�� �C5- M o 1.00 acres N ¢ 1.00 acres _ -0-- - \ \ \ \ \ O \ \ p O\ 1.00 acres , _ DO I o 1.00 acr s\\ °' 1 10 - \ \ \ �� 0 -cam --, 230.29 220-40- 8;�-127%==�� N ' ` \ 3 �� \\\ ` \\� \8\8 "",K) 27""�W 1194.35 20' Utility�asement, , / / I \ \ I \ to \ \ ''-- Fnd.3/4 Iron Rod rlD _ _ Stephen Kirk McDonald and Donna Lunsford McDonald Sammy Lee McDonald wife of 9.034 Acres Thomas D. McDonald 2954/299 36.5 Acres GENERAL NOTES: NORTH ORIENTATION IS BASED ON ROTATING THE MOST WESTERLY SOUTH LINE TO TRUE NORTH BY UTILIZING GPS METHODS. A 1/2" IRON ROD W/CAP TO BE SET AT ALL LOT CORNERS UNLESS OTHERWISE NOTED. ALL PARK/COMMON AREAS TO MAINTAINED BY HOA EXCEPT WHERE INDICATED, ALL BUILDING SETBACK LINES SHALL COMPLY WITH CURRENT BRAZOS COUNTY ORDINANCES AND POLICIES. ROW ALONG PEACH CREEK VARIES. ROW DOES EXCEED 70' MINIMUM ALONG SUBDIVISION FRONTAGE. THERE IS HEREBY DEDICATED TO THE PUBLIC THE FOLLOWING PUBLIC UTILITY EASEMENTS: 1.) A 16' WIDE UTILITY EASEMENT ALONG THE PROPOSED STREET SIDE OF ALL LOTS; 2.) A 20' WIDE UTILITY EASEMENT CENTERED ON ALL COMMON LOT LINES; 3.) A 20' WIDE UTILITY EASEMENT ALONG THE ENTIRE PERIMETER OF THIS SUBDIVISION; 4.) A 5' WIDE UTILITY EASEMENT FOR ANCHORS AND GUY WIRES TO EXTEND 20' BEYOND ANY UTILITY EASEMENT AS NECESSARY TO HELP SUPPORT OVERHEAD UTILITY LINES. ALL PROPOSED POWER UTILITY LINES WILL BE LOCATED UNDERGROUND WITHIN SPECIFIED EASEMENTS. ALL STREETS TO BE BUILT TO BRAZOS COUNTY RURAL STANDARDS. 2' CONTOURS INTERPOLATED FROM 10' G.I.S. CONTOUR MAP. THIS SUBDIVISION TO BE SERVED BY WELLBORN WATER SUPPLY CORP. SUBDIVISION TO BE SERVED BY INDIVIDUAL LOT SEPTIC SYSTEMS APPROVED AND BUILT BY BRAZOS COUNTY STATE HEALTH DEPARTMENT PERMITS AND TO TCEQ STANDARDS. 0 POI -O&P Yu NO LOTS WITHIN PROPOSED SUBDIVISION WILL HAVE DIRECT ACCESS TO PEACH CREEK ROAD. THERE EXISTS A WATER LINE EASEMENT TO WELLBORN WATER SUPPLY COMPANY IN VOLUME 773, PAGE 208. THIS EASEMENT DOES AFFECT THIS TRACT ALONG THE WEST LINE NEAR PEACH CREEK ROAD, BUT WAS NOT LOCATED ON THE GROUND. VERIFIED BY TITLE SEARCH, THERE EXISTS NO OVERHEAD POWER UTILITY EASEMENT ON PROPERTY. ABUTTING PARCELS ARE UNPLATTED. THIS PROPERTY IS LOCATED OUTSIDE OF CITY LIMITS, THEREFORE ZONING IS NOT APPLICABLE THIS PROPERTY DOES NOT LIE WITHIN A 100 - YEAR FLOOD HAZARD AREA AS DEPICTED FROM FLOOD INSURANCE RATE MAP NUMBERS 48041CO205 C, 48041 CO210 C, 48041 CO215 C, 48041 CO220 C, ALL DATED JULY 2, 1992. Prepared By: �.1.... I N8 l 274.48'- 291.55' \ d \ \ 10 74.00' I� -I- 1 N1`' 2 LOT 6 \ o \ \ \ 0) I 77 �307 , _ LOT 4 1 1.00 acres l l LOT 4 y <s 1.03 acres C2 ro �j .. 1.00 acres �\ i 6. / •� • . !� N E 11�t I4 A -K: LOT 6 I y I 10' Access Easement \O�, N o ,, �/ I 1 1 �N. ... l /� �\ 961,N l %�% ILO4 1 I I \ 1.06 acres d °p`� ik LOT 5 �2)\ F 41.26' <D `L 1. 6 cre \ i \ 2� l o I I / / / I 1 �o, 1.13 acres \ l l / Cs \ \ �\ \ ., N o I II / / 1V0' Ac6tiqR Easemen l �/ / \ \ I / / 10 Access Elaseent - t- 521.92 - - - - \J 463.23 \ \ 147.53 � 11 / 11 0. \ 59 / / / • 54.30' '55 E 1051.33 26.81 - N 4 7X S / N 88 29 1 o Access Qsement � Fnd:1 "IrTd IPie IIII I 1 / I S 88029',30" W \1111 I ►II (Call S 89009'30'1 W 11 I IIII 111111 I \1\\\\ 1 I \ \\ WACE Engineering 1722 BROADMOOR STE 106 BRYAN, TX. 77802 979-776-1000 979-776-1004 FAX Prepared for the Owner 89.99 ACRES Mark A. Homeyer 2815 Manzano Ct. College Station, TX. 77845 Phone: 979-739-6275 Fnd., 3/4" Iron Rpd (bent) 1114.18 SWC 11502 Ac. 2308.98') 039/34 i \\ 62.84' Iron Ido -d, \\\ \\ \ \\ \ \\ \ 238 \\\ \\ \ \\\ \ \\ A, D, HI //LZ I I I I I i IIS/ BEING ALL OF THE FOLLOWING TRACTS CALLED 40.222 ACRES -VOLUME 821, PAGE 605 CALLED 50.37 ACRES -VOLUME 429, PAGE 14 CALLED 1.502 ACRES -VOLUME 3039, PAGE 34 S.D. SMITH LEAGUE, A-210 Pead Creek } ( Y 7 f ff •1`, f 159 i i Mil�lean Creek�t Not to Scale VICINITY MAP Fnd., 3/4" Iron Rpd (bent) 1114.18 SWC 11502 Ac. 2308.98') 039/34 i \\ 62.84' Iron Ido -d, \\\ \\ \ \\ \ \\ \ 238 \\\ \\ \ \\\ \ \\ A, D, HI //LZ I I I I I i IIS/ BEING ALL OF THE FOLLOWING TRACTS CALLED 40.222 ACRES -VOLUME 821, PAGE 605 CALLED 50.37 ACRES -VOLUME 429, PAGE 14 CALLED 1.502 ACRES -VOLUME 3039, PAGE 34 S.D. SMITH LEAGUE, A-210 BRAZOS COUNTY, TEXAS SCALE: 1"_ 100' JULY 28, 2003 PRELIMINARY PLAT (NOT FOR RECORD) of PEACH CROSSING 60.41 ACRES PAGE 2 / 2 CURVE RADIUS DELTA ARC TANGENT BEARING CHORD C1 235.00 13'55'23" 57.11 28.69 S 86'40'08" E 56.97 C2 235.00 ' 1291'09" 49.98 25.09 N 80'16'36" E 49.89 C3 235.00 27'00'59" 110.81 56.45 N 60 40.32" E 109.78 C4 235.00 30'4-4'20" 126.08 64.60 N 31'47'52" E 124.57 C5 235.00. 181 75.79 38.23 N 1793'00" E 75.46 C6 235.00 12'20'36" 50.63 25.41 N 01'48'21" E 50.53 C7 50.00 6747'11" 59.15 33.59 N 82'41'10" W 55.76 C8 50.00 6747'11" 59.15 33.59 S 29'31'38" W 55.76 C9 50.00 67'47'11" 59.15 33.59 S 389533" E 55.76 C10 50.00 67'47'11" 59.15 33.59 N 7357'16" E 55.76 C11 25.00 90'00'00" 39.27 25.00 S 49'21'57" E 35.36 C12 165.00 90'44'08" 261.30 167.13 S 41'00'06" W 234.84 C13 165.00 13'55'23" 40.10 20.15 N 86'40'08" W 40.00 C75 25.00 90'00'00" 39.27 25.00 N 40'38'03" E 35.36 C16 25.00 90.00'00" 39.27 25.00 S 49 21'57" E 35.36 C17 50.00 845102 74.05 45.70 S 0193'06" E 67.45 C18 50.00 8892'15" 76.97 48.46 N 80'3856" E 69.59 C19 50.00 8629'08" 75.47 47.02 N 06'41'46" W 68.51 C20 25.00 90'00'00" 39.27 25.00 N 40'38'03" E 35.36 C21 565.00 19'44'34" 194.69 98.32 S 84'29'40" E 193.72 C22 335.00 18'5733" 110.85 55.94 S 82'08'31" E 110.35 C23 25.00 90'00'00" 39.27 25.00 S 4637'18" E 35.36 C24 50.00 70'48'22" 61.76 35.52 S 08'33'54" W 57.91 C25 50.00 102'2850" 89.43 62.28 S 89'36'30" E 77.98 C26 50.00 86'20'46" 75.35 46.91 N 04'01'18" W 68.42 C27 25.00 90'00'00" 39.27 25.00 N 43'22'42" E 35.36 C28 265.00 1875733" 87.69 44.25 N 82'0831" W 87.29 C29 635.00 14'55'24" 165.39 83.17 N 80'07'27" W 64.9 3 164.9 C30 635.00 06'46'49" 75.14 37.62 S 89'01'27" W 75.10 C32 200.00 13'5523" 48.60 24.42 S 86'40'08" E 48.48 C33 200.00 90'44'08" 316.73 202.58 N 41'00'06" E 284.65 C34 600.00 21'42'13" 227.28 115.02 S 83'30'51" E 225.92 C35 300.00 18'57'33" 99.27 50.09 S 82'0831" E 98.82 LINE IDISTANCE BEARING S 79'42'27" E L2675.68' N 86'22'10" E FL4124.43' 270.63' N 04'21'57"550.17' N 85'38'03" E 792.06' N 8538'03" E L6 11&14' N 8538'03" E L7 65.84' S 72'39'45' E L8 159.54' N 8822.42" E L9 306.32' N 88'22'42" E L10 547.64' S 04'21'57" E L11 493.27' S 0137'18" E N 10°51'47" E - 290.37 ,all N 10°54'51 " E - 290.37) 36"Oak Tree 36'03" E - 176.67 X1'50" E - 177.31) ROW X 1 40"Oak Tree Wtr. M tr. pe Buffer ce line IQ) &A 1 I/ 1/1 �'� II III I\I III1 Fnd.5 8" Iron Rod N 86000'02" E - 204.04' N (Call N 86°04'40"E - 201.42' Fnd.Axle \ \ Fn d. 1 r -obi Ro a \ Marshall T. Crenshaw - _\ 49.2 Acres 01'18'52 -E' =_�,� ���t�l� S 8 � \\ NKrause° „ 1942.8 %0 5.6-2.58 „ o Harry K 210/3 �� N 84 33 51 E 94 1 93 z8 _-9 -� r- �o \ _,d. /4 t 2.0 Acres , 19 42.88 C A _200..5 .- -- --- ----1 C- � - I 1736/295 E �-- 63.62 \ N 84°29 13 8' 204- - ILS �z Iw I S 41.7- �- \ =' \ 413" W 1 '$ 208.17 - N o 3,20 ? \ 2 3 - w ( Ir LOT 3 N) I� LOT 4 L o Fnd. 1/2" Iron Rod 20 Utility Easement 212.4__ w00 \ 21x.97 �- �w 14 �a iii LOT 2 0 0 1.00 acres c. 1.00 acres �I �� w LOT 6 / /<v L�`� - -� LOT ibi al M LOT 1 1.00 acres NI to I = N o �' '� MRS 1.19 acres 12.06 I X1.82 - --) �" --- � � 1`0 1.00 acres `� � 1.00 acres o � I I Xc� .- 1.00 acres ry./ �,�N I - w BLOCK 5 j �r N( �o N (z z LOT 5 cv' '!� Nh M� _ �- - LOT 13 00 0 � o � BLOCK 4 I 64 \ In I �(� _ O M O I (� N O I I I O ry I \ \ - \ 1.00 acresN rn / \ \\ acres - ( (ice LOT 11 rn LOT 12 0l I o 1.00 acres N O I I z .4 C2"9- C2�- 1.00 N 'o `- I �� 1.00 acres N o I Iz BLOCK 5 _ 6Z ° in -2 r--- -200 00'- 10 9 Z I I \\ C34 5, 469' fig, 10 1.00 acres oo I (z _- --- 03.79 L6 . . . +. . . . . . 8�_ --_ LOT rn oo\\ I Iz I - - _ _- 207.80 C28 f57.8/�l/ry 1 1 LOT 9 3,)u I I z \ ___ - ___ --_- L 212.06 R 5 +' C ' 216.59 L5 + ' C35. L8 + Lg / 1.02 acres-�'`C?� �--\- - _ _ +. .. . gs R 35' / I co 0.'79 \ '+ -- 8 . 4 24�., O.Q-- � ai L4 21 1 PEACH - LAKE 'DR. ' LOT 9 / 70 ROW �- �-- R 35 249 84 _ - C22 9�.�4' - , / _ - _ -- ---� PARK AREA �► rn ' '38'03' W - R 35 E�Cis ing Lake LOT 1 til o t o 1.00 acres rail LOT 1 L S 85 + _ _ 3-- - c �� 1.00 acres t`a? LOT ,� �� 1 / - 35.2 21 x.58 LOT 9 �� 0; �,� I o I r- 1.00 acr s NI 1.00�c(cres / oo O / _ - cv 309.60' - W 1.00 acres C 0 , - rrs- - - _ - 00 °P► 10 I 5 N 85°38 03 E I - I<- / BLOCK 5 CA LOT I ao ° r line I 0 I O r w I w N 85 38 03 E- LOT 8 r� ____ LN 88°22' 2'Y E - - S - \\ / to be removed �-� �� LOTI 6 p 1.01 acres Ut 4 _ 0 274.00 - -- iPd-$8�2 '42 E - <d / 'n d L o0 o co S 85°38'03" W 00 o N �- --� LOT 7 ,d-' '� 1.03 acr"s\ po ___- N 00 LOT 8 V � r0 I / - _ _ -X89,56- - - "l I rn rn - \ ( ( LOT 2 0 t 0' 1.00 acres U ao L T 2 \ 3 /gyp. 1.00 acres o' \ z 274.84 d I 8 . d.. � �'� - --� O ........ � � 06 1.00 0 �� ,`� U 1.b0 a es /� �I LOT 1 t j 1.00 acres I \ \ 21.97 ___- -� y - -- °' LOT opo r- I rn m t O I , I I - - -1.00 acres - - C� Ln tD 00 E _ J BLOC 7--4-5' ____ -- \ 1.00 Cres -- I iv00 ,--t E n N 85°38 03_ m ' .2 E 1 r`' O /194 76 -- - -�-0 "-� + N N 85°38 03 L - N 8_22 - _- \ m 'N / - I w L07-,,,4 co \ \ w 274-00 - - -4- - \--- \ �r- -- - G =-- 3 \ -- _'' .}-, � N 88°22' 42=' E- / fisting Fence w I I o 1.09 acres` \ \ 182° 1'21" W \ \ :•:':':':':':':':': 274.00 298' S \ \\ \\_ " BLOCK 5 N -__l N LOT 7 I \�\ \ \ \ w to be removepd) I o N p ` �.......... N °' m Koro 1.00 acres o -M LO \\ \ \ d \ \ I 1 \ \ �\ I I o o LOT 3 N 1 (o 286.91 \--� �: .... LOT 3 d { o I N 1.00 ac es \ \ \ Q I I \ L T\ 1 \ !`� LOT 2 0; I I o acres o \�i� >G \ �..... dI 1.00 acres U °moo 'r' r -t opo \ \ \ I \ �I 'LQT_ 7 I \ c6 I I o oc� 00 1.09 I v' qty �a 1 T ..'.'.'.'.'�...'.'. 0' `-I I ° r- \ \ \ C�� \ 1.00 acres - 0') - - I\ \ C5- 1.104 1.09 acres z / "� �/�,., o p- ,� .... -1 N 89 01 15 E ° " \ 001 \ acres- N o _ - I I CY 'c I __ - \\ - \ z / v� Cry \ �.. f.. `� 1 .... „ E m N 8811 1 -� 2�, ---- _ �\ \N S ° \ o .L ...�'..'1'... N g5°25 46 - - �o \ \A6, �,� '�'1'_ .... ; _- - 274.48 29 \ C \ +.\ Lone width < ...1 f - n \ 0 74.00 + \ 48.6 \ � �8• '' .� 12 La + � S �\ \ � ..'.I' J'......�. � .:.: � 2 � LOT 6 \� \ /..(.'..' LOT 4 1.00 acres I I LOT \ �I QR s'\ \ / \'�' �`�� 1.00 acre � +C32 + AC CRS \ \ \ \ x.65'- --C Z �° S i 1.00 acres O S r I I'n 1 1 I �' ` H \ \ �� 1� /'/.' I. �,� �\ \ S I LOT 6 LN . BLOCK 1 U) \ �, Q r �I Uhl I , K.. �I ' o A o / T' �,/ 10 Access Ease \�sl N I 1 / Op 1 c�Ces Ec�seln�r��R�, ��, N 1�----1 Pond to e Ille`d \\ s� \ \ �'' Q' \ cr / I• %• %:: • • �'l f : ' ' , 3 96�, I c`� p qq 1.06 acres \ N N �? �° l cv , p1 /' p\ \ �� /` �o,. LO I 1 \ \ \ Imo' J (, I ^ '� - \ I.c� I I �, F`\ c� c�� / D°� LOT 5 co `L 1. 6 qcrel�s \ �'� 34.86' - \ \ - L'0� �3 \ oo �' \ ' \� / \ O'� \� \ � -�- - -.._ \ L i _.-- �- .� \ \ � ►� LOT 4 � �� a LOT 5 � rn I 1 / III � / /h 1.13 acres 1 \ \\ \ \ oo L01` 2 ,a - QO �eS\ I I o c,' c�\ �z / ' o / / i 1 I `L \ \ / / ( \ \ \ - \ Q s�, rn I 1 I11 -� �-- LOT 1 I I- \ \ M o 1.00 acres N 1.00 acres \ i N / b0' Ac6 Easemen / , -- -C- -� -� \ 147.53 rn \ oo \ a;' �� - - \ O \ \ o o\ o I 1 / / I 521.92_ - v \ Nr Cd 1.00 acres o`to 1.00 acr s\ '� _�; II I\ �� _ - 46*3-23 80.59 / iV \ S ____ - -� • , 33' 26.81 �-�� Wi�t�l x\ \\ \ - f z - - I _2 \�. ` `_ J /244.16 / / // \III tI 54.30 N gg 29 55 E 1051. 10 Accesscfsement 230.29 __ \ \ \ 0 / / / I / brS,, N8��3�'0�\� '� 63\ 4�. _ - N 8 119 4.3 5' / / i// /// t 1 I I I -n -d,3/4 \ X27 % -- \� \ \�\ \ \ S\ 8°�1 2 W Fnd.1" r Pi e I) II II „ / `�-n-d 3 4" \`\\ `\ \\ \� `\\ 20' Utility�asement,� �� �// I \ \ \\ \� \ \III/ /I I I i i Fnd.� 3/4 Iron RQd (bent) 62.84' Iron fog _-------------'' '' ' ,' \ `\ \� \\\�I� I; I; I ► I I S 88029130 ,W 1114.18 SWC 11502 Ac. \\ \ \ \ '�039-/34(Call89°09'30 W 2308.98) o \ _. \ Itilt i I I i i � S , �- Fnd.3/4 Iron Rod __ �-_ �I�Iljl i � ►III / \i \� \ , \ 210 Stephen Kirk McDonald 1111 \ I and I Sammy Lee McDonald io��i �\\\\ /' i i Donna Lunsford McDonald .034 Acres I \ ` \ ` I i i I wife of 9 \\\\ � // � I / / / � Thomas D. McDonald 2954/299 36.5 Acres GENERAL NOTES: NORTH ORIENTATION IS BASED ON ROTATING THE MOST WESTERLY SOUTH LINE TO TRUE NORTH BY UTILIZING GPS METHODS. A 1/2" IRON ROD W/CAP TO BE SET AT ALL LOT CORNERS UNLESS OTHERWISE NOTED. ALL PARK/COMMON AREAS TO MAINTAINED BY HOA EXCEPT WHERE INDICATED, ALL BUILDING SETBACK LINES SHALL COMPLY WITH CURRENT BRAZOS COUNTY ORDINANCES AND POLICIES. ROW ALONG PEACH CREEK VARIES. ROW DOES EXCEED 70' MINIMUM ALONG SUBDIVISION FRONTAGE. THERE IS HEREBY DEDICATED TO THE PUBLIC THE FOLLOWING PUBLIC UTILITY EASEMENTS: 1.) A 16' WIDE UTILITY EASEMENT ALONG THE PROPOSED STREET SIDE OF ALL LOTS; 2.) A 20' WIDE UTILITY EASEMENT CENTERED ON ALL COMMON LOT LINES; 3.) A 20' WIDE UTILITY EASEMENT ALONG THE ENTIRE PERIMETER OF THIS SUBDIVISION; 4.) A 5' WIDE UTILITY EASEMENT FOR ANCHORS AND GUY WIRES TO EXTEND 20' BEYOND ANY UTILITY EASEMENT AS NECESSARY TO HELP SUPPORT OVERHEAD UTILITY LINES. ALL PROPOSED POWER UTILITY LINES WILL BE LOCATED UNDERGROUND WITHIN SPECIFIED EASEMENTS. ALL STREETS TO BE BUILT TO BRAZOS COUNTY RURAL STANDARDS. 2' CONTOURS INTERPOLATED FROM 10' G.I.S. CONTOUR MAP. THIS SUBDIVISION TO BE SERVED BY WELLBORN WATER SUPPLY CORP. SUBDIVISION TO BE SERVED BY INDIVIDUAL LOT SEPTIC SYSTEMS APPROVED AND BUILT BY BRAZOS COUNTY STATE HEALTH DEPARTMENT PERMITS AND TO TCEQ STANDARDS. NO LOTS WITHIN PROPOSED SUBDIVISION WILL HAVE DIRECT ACCESS TO PEACH CREEK ROAD. THERE EXISTS A WATER LINE EASEMENT TO WELLBORN WATER SUPPLY COMPANY Prepared By: IN VOLUME 773, PAGE 208. THIS EASEMENT DOES AFFECT THIS TRACT ALONG THE WEST LINE NEAR PEACH CREEK ROAD, BUT WAS NOT LOCATED ON THE GROUND. VERIFIED BY TITLE SEARCH, THERE EXISTS NO OVERHEAD POWER UTILITY EASEMENT ON PROPERTY. ABUTTING PARCELS ARE UNPLATTED. WACE Engineering THIS PROPERTY IS LOCATED OUTSIDE OF CITY LIMITS, THEREFORE ZONING IS NOT APPLICABLE 1722 BROADMOOR STE 106 THIS PROPERTY DOES NOT LIE WITHIN A 100 - YEAR FLOOD HAZARD AREA BRYAN, TX. 77802 AS DEPICTED FROM FLOOD INSURANCE RATE MAP NUMBERS 48041 CO205 C, 979-776-1000 979-776-1004 FAX 48041 CO210 C, 48041 CO215 C, 48041 CO220 C, ALL DATED JULY 2, 1992. Prepared for the Owner 89.99 ACRES Mark A. Homeyer 2815 Manzano Ct. College Station, TX. 77845 Phone: 979-739-6275 PARENT TRACT 89.99 ACRES BEING ALL OF THE FOLLOWING TRACTS CALLED 40.222 ACRES -VOLUME 821, PAGE 605 CALLED 50.37 ACRES -VOLUME 429, PAGE 14 CALLED 1.502 ACRES -VOLUME 3039, PAGE 34 S.D. SMITH LEAGUE, A-210 BRAZOS COUNTY, TEXAS SCALE: 1"= 100' JU LY 28, 2003 M PRELIMINARY PLAT (NOT FOR RECORD) of PEACH CROSSING 60.41 ACRES PAGE 2 / 3 ____-�� 4,.'yl '..,;'� Co to -r ry D D -� ;u co rn D 0 D -r z o -Cc in n r- r- m g D0 rr-• _r Op z �0 AWN-. 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I (DZn \ o / IIw ' � I _y L ( ! m / O O a] -o CO (D o my U1Q_CD U� CTi co -N (D -i C7 irnco CJS -PI i -tA - N I I I i Nl< -D o oNo K 00 -0 (o -O to Q o (D ..t V CD O FTI or) N F- X- v� n D (.0� � � �{W Q ON > D G� nDm ?� U) �0' o F- r rn 0 m Q D 0_ D DC7 a 14 r D r 3 rn � �� �Nmm�q 0 o F_ J D .� o i J 0 ``D D y Vn (D -► (D N D CD. Q 0 cj to FT]0 �. z D cc (D 203.91 � N rn -�' �3 N 00°05 37 E -I O ck 6o h N ` n 51, � �Q r � N W (n �) C� 4.� t'' 1i� : (Dw I I �'� (D I V ` la /•R��' �O c/���'' , 1 N c� o NI I o o INS 208.17' ..�► C fir) OIN /°b 4 d co N o r v� I I oU'oy Q --r co __ Q X°' o oo N 00°05'37" E� V co 0 - P .0 n1y rn � -`' N • _ N00 0O • 129.-g-8 \\ / /� ) I I o�I r Q o Io -e -\ 8 / 10- 0 Qo 0 30 51 5 0 -.�,86'89 I, : n N S 4'21'57 E : 01 I 0 .�' , •r , ; . -o 212.35 rNo N, 1 n j '\: '''' ' • / : .<•' ;�� w uN 00°05'37" E7 n Ln O '.%. :3 > N y ' I ° - o 42 57 59.47 07 158.98 9475.oo z -� 24.17 /! Cn o I I I z ©r I Cn 00 Z 2 co o r L 1100 o NI I cn O o N O'D��'3i"-E7 - ° \� O NI i r J Cri O or ;P 00 000 I 1 C� 90/' -1 P :' (NJr o-1 p I I O o 001 I NI r- 0 I m 1 0 N \ ��., co 001 I -1 tsI O CA � N I 0p 0 0 0 1 �� I \ \ f` c� co yI I I IM I o I� c� CA �� I I m �' I � N I sV \nl I I I I E I C? \9 I I BLOCK 2 � 134.47 n1 I S' 158.49 �____ 58.98 -- 220.47' Q N I j> 0 V1 + N 00°05'37" E7 00 z z o �0 O'21�J' HOd3d • M02� ( 0L `'� p0 Ln -71Ico ' a:' I oa 0 142.09 r w Nn 0_' 158.98 O O OCD Q� 00 Q_ I I I I z -E- � W O UA _Tl // I I Z I O N I z Qo II 'II NI III� 'I 1f _ mo0 00 O vO 1� NII -I W l I m � � ti o�I olIGD a�rn r oo M „2S, l -b.00 N 7�o o O o IW m 0)�00 NVUi (D rn N O N v E � O r I \Q O - n o" I% �� to rn rn I 2 I I � 0 I -P ;� o D� I I BLOCK , 87' / 0 0 I t" o 0 -' ( ff 98 L--133 � � c� P co O U•1�� `i 167.09' J L 158. ____ _ to u -p \. 239.77' i'' �7_F lboO \ iv ___ 5' _ _ �j (� 148.23' ( 144. �" _ _� rl- D (D m\ 230.1 I I I `v b N 04'52'06 E II -P I { BLOCK 3 -}- row+ z o rn 0 0 / - J o � �/ oo 0o0 05 o �N c�,N ° cn - � yr•/// Q' 0 Q - � n3o cIN a' �94- Cy)110. 02\ l �22207C CD C q- 0 ) cn_\ _ "3 C4 P / \ l / NI0931j 4i �:�/ 3o I : -- / o p\ 7.. / I \ I I 3 / / 1 1 00 -� Z 3 / \ 1 1 o r- I / / C) -CY) O �/ C cty <D o CA -A 1 • 1 i/ \ / c yj Imo- T- / 111.44 / 153.26- 9Z �0 / ' 1 I I C-5/ Odd/ N I 10 0 1 I laoob�� / / V �ti V / O 1113 1n I� rQ 0 No 00 - N lucDo i r -J' / 0 -{ 1 \� I I I m I 1 m ,�,/ � �I o � Wl trig -1 8�p 6 if mown- gro I r \ \ LJU 1 2.87 • 28� \ /� l l ill / \ 0 r cro \ cI1 10 cn c� I� to 218�.42,�./ l ffl l Jvl 158.x'j'` / / / �` •/ 11(/T'� CD m o FTI or) F- n D = -T-I D > G� U) z F- r rn 0 m o D D D DC7 a --P- r D r G) rn � o 0 o F_ .� o 0N NI \ 0 z D y N -► II N D 0 cj to FT]0 z D c_ C - C C f r_ N D rn rn rn o � CD 00 x I o (A (D -p 00 N C.0 N � (.0 Z D O D G) rn m Frim U) CA -P o D n U? 203.91 � N rn -�' �3 N 00°05 37 E -I O ck 6o h N ` n 51, � �Q r � N W (n �) C� 4.� t'' 1i� : (Dw I I �'� (D I V ` la /•R��' �O c/���'' , 1 N c� o NI I o o INS 208.17' ..�► C fir) OIN /°b 4 d co N o r v� I I oU'oy Q --r co __ Q X°' o oo N 00°05'37" E� V co 0 - P .0 n1y rn � -`' N • _ N00 0O • 129.-g-8 \\ / /� ) I I o�I r Q o Io -e -\ 8 / 10- 0 Qo 0 30 51 5 0 -.�,86'89 I, : n N S 4'21'57 E : 01 I 0 .�' , •r , ; . -o 212.35 rNo N, 1 n j '\: '''' ' • / : .<•' ;�� w uN 00°05'37" E7 n Ln O '.%. :3 > N y ' I ° - o 42 57 59.47 07 158.98 9475.oo z -� 24.17 /! Cn o I I I z ©r I Cn 00 Z 2 co o r L 1100 o NI I cn O o N O'D��'3i"-E7 - ° \� O NI i r J Cri O or ;P 00 000 I 1 C� 90/' -1 P :' (NJr o-1 p I I O o 001 I NI r- 0 I m 1 0 N \ ��., co 001 I -1 tsI O CA � N I 0p 0 0 0 1 �� I \ \ f` c� co yI I I IM I o I� c� CA �� I I m �' I � N I sV \nl I I I I E I C? \9 I I BLOCK 2 � 134.47 n1 I S' 158.49 �____ 58.98 -- 220.47' Q N I j> 0 V1 + N 00°05'37" E7 00 z z o �0 O'21�J' HOd3d • M02� ( 0L `'� p0 Ln -71Ico ' a:' I oa 0 142.09 r w Nn 0_' 158.98 O O OCD Q� 00 Q_ I I I I z -E- � W O UA _Tl // I I Z I O N I z Qo II 'II NI III� 'I 1f _ mo0 00 O vO 1� NII -I W l I m � � ti o�I olIGD a�rn r oo M „2S, l -b.00 N 7�o o O o IW m 0)�00 NVUi (D rn N O N v E � O r I \Q O - n o" I% �� to rn rn I 2 I I � 0 I -P ;� o D� I I BLOCK , 87' / 0 0 I t" o 0 -' ( ff 98 L--133 � � c� P co O U•1�� `i 167.09' J L 158. ____ _ to u -p \. 239.77' i'' �7_F lboO \ iv ___ 5' _ _ �j (� 148.23' ( 144. �" _ _� rl- D (D m\ 230.1 I I I `v b N 04'52'06 E II -P I { BLOCK 3 -}- row+ z o rn 0 0 / - J o � �/ oo 0o0 05 o �N c�,N ° cn - � yr•/// Q' 0 Q - � n3o cIN a' �94- Cy)110. 02\ l �22207C CD C q- 0 ) cn_\ _ "3 C4 P / \ l / NI0931j 4i �:�/ 3o I : -- / o p\ 7.. / I \ I I 3 / / 1 1 00 -� Z 3 / \ 1 1 o r- I / / C) -CY) O �/ C cty <D o CA -A 1 • 1 i/ \ / c yj Imo- T- / 111.44 / 153.26- 9Z �0 / ' 1 I I C-5/ Odd/ N I 10 0 1 I laoob�� / / V �ti V / O 1113 1n I� rQ 0 No 00 - N lucDo i r -J' / 0 -{ 1 \� I I I m I 1 m ,�,/ � �I o � Wl trig -1 8�p 6 if mown- gro I r \ \ LJU 1 2.87 • 28� \ /� l l ill / \ 0 r cro \ cI1 10 cn c� I� to 218�.42,�./ l ffl l Jvl 158.x'j'` / / / �` •/ 11(/T'� m o FTI or) F- 0 = -T-I C) z OD D DC7 �t7 >�7 Cn FTI-� G) rn G 0 o -o f- \ 0 D N 203.91 � N rn -�' �3 N 00°05 37 E -I O ck 6o h N ` n 51, � �Q r � N W (n �) C� 4.� t'' 1i� : (Dw I I �'� (D I V ` la /•R��' �O c/���'' , 1 N c� o NI I o o INS 208.17' ..�► C fir) OIN /°b 4 d co N o r v� I I oU'oy Q --r co __ Q X°' o oo N 00°05'37" E� V co 0 - P .0 n1y rn � -`' N • _ N00 0O • 129.-g-8 \\ / /� ) I I o�I r Q o Io -e -\ 8 / 10- 0 Qo 0 30 51 5 0 -.�,86'89 I, : n N S 4'21'57 E : 01 I 0 .�' , •r , ; . -o 212.35 rNo N, 1 n j '\: '''' ' • / : .<•' ;�� w uN 00°05'37" E7 n Ln O '.%. :3 > N y ' I ° - o 42 57 59.47 07 158.98 9475.oo z -� 24.17 /! Cn o I I I z ©r I Cn 00 Z 2 co o r L 1100 o NI I cn O o N O'D��'3i"-E7 - ° \� O NI i r J Cri O or ;P 00 000 I 1 C� 90/' -1 P :' (NJr o-1 p I I O o 001 I NI r- 0 I m 1 0 N \ ��., co 001 I -1 tsI O CA � N I 0p 0 0 0 1 �� I \ \ f` c� co yI I I IM I o I� c� CA �� I I m �' I � N I sV \nl I I I I E I C? \9 I I BLOCK 2 � 134.47 n1 I S' 158.49 �____ 58.98 -- 220.47' Q N I j> 0 V1 + N 00°05'37" E7 00 z z o �0 O'21�J' HOd3d • M02� ( 0L `'� p0 Ln -71Ico ' a:' I oa 0 142.09 r w Nn 0_' 158.98 O O OCD Q� 00 Q_ I I I I z -E- � W O UA _Tl // I I Z I O N I z Qo II 'II NI III� 'I 1f _ mo0 00 O vO 1� NII -I W l I m � � ti o�I olIGD a�rn r oo M „2S, l -b.00 N 7�o o O o IW m 0)�00 NVUi (D rn N O N v E � O r I \Q O - n o" I% �� to rn rn I 2 I I � 0 I -P ;� o D� I I BLOCK , 87' / 0 0 I t" o 0 -' ( ff 98 L--133 � � c� P co O U•1�� `i 167.09' J L 158. ____ _ to u -p \. 239.77' i'' �7_F lboO \ iv ___ 5' _ _ �j (� 148.23' ( 144. �" _ _� rl- D (D m\ 230.1 I I I `v b N 04'52'06 E II -P I { BLOCK 3 -}- row+ z o rn 0 0 / - J o � �/ oo 0o0 05 o �N c�,N ° cn - � yr•/// Q' 0 Q - � n3o cIN a' �94- Cy)110. 02\ l �22207C CD C q- 0 ) cn_\ _ "3 C4 P / \ l / NI0931j 4i �:�/ 3o I : -- / o p\ 7.. / I \ I I 3 / / 1 1 00 -� Z 3 / \ 1 1 o r- I / / C) -CY) O �/ C cty <D o CA -A 1 • 1 i/ \ / c yj Imo- T- / 111.44 / 153.26- 9Z �0 / ' 1 I I C-5/ Odd/ N I 10 0 1 I laoob�� / / V �ti V / O 1113 1n I� rQ 0 No 00 - N lucDo i r -J' / 0 -{ 1 \� I I I m I 1 m ,�,/ � �I o � Wl trig -1 8�p 6 if mown- gro I r \ \ LJU 1 2.87 • 28� \ /� l l ill / \ 0 r cro \ cI1 10 cn c� I� to 218�.42,�./ l ffl l Jvl 158.x'j'` / / / �` •/ 11(/T'� R � , ' '� • + •' 4 �-1 CURVE RADIUS DELTA ARC TANGENT BEARING CHORD C1 235.00 1355'23" 57.11 28.69 S 8640'08' E 56:97 C2 235.00 12'11'09• 49.98 25.09 N 80'16'36" E 49.89 C3 235.00 27'00'59° 110.81 56.45 N 60'4632' E 109.78 C4 235.00 18'15'43' 74.90 37.77 N 3535'13' E 74.59 C5 235.00 18'28'42' 75.79 38.23 N 17'13'00' E 75.46 C6 235.00 1270'36" 50.63 25.41 N 0148'21° E 50.53 C7 50.00 52'27'39' 45.78 24.64 N 75'01'24' W 44.20 0 50.00 83'08'44' 72.53 44.32 S 3711'25' W 66.34 C9 50.00 81'4021' 71.27 43.21 S 45'12'08' E 65.39 C10 50.00 5354'01. 47.04 25.42 N 67.0041" E 45.32 C11 25.00 90'00'00° 39.27 25.00 S 49'21'57* E 35.36 Cit 165.00 90'44'08' 261.30 167.13 S 41'00'06' W 234.84 C13 165.00 13'55'23' 40.10 20.15 N 86 40'08" W 40.00 C15 25.00 90.00'00' 39.27 25.00 N. 40'38'03' E 35.36 C16 25.00 90.00'00" 39.27 25.00 S 49'21.57' E 35.36 C17 50.00 84'51'02" 74.05 45.70 S 01'13'06" E 67.46 C18 50.00 88'12'15' 76.97 48.46 N 8038'56' E 69.59 C19 50.00 86.29'08' 75.47 47.02 N 06'41'46' W 68.51 C20 25.00 90'00'00' 39.27 25.00 N 4038'03" E 35.36 C21 565.00 19.4434' 194.69 98.32 S 84'29'40' E 193.72 C22 335.00 18'5733° 110.85 55.94 S 82'08'31" E 110.35 C23 25.00 90.00'00' 39.27 25.00 S 4637'18" E 35.36 C24 50.00 82'19'10' 71.84 43.71 N 02'447'30" E 65.82 C25 50.00 90'57'09" 79.37 50.84 S 8437'40° W 71.30 C26 50.00 86.20'46' 75.35 46.91 N 04'01'18' W 68.42 C27 25.00 90.00'00' 39.27 25,00 N 4372'42' E 35.36 C28 265.00 18'57'33' 87.69 44.25 N 82'08'31' W 87.29 C29 635.00 14'55'24° 166.39 83.17 N 80'107'27' W 164.93 C36 635.00 06'46'49' 75.14 37.62 S 89'01'27' W 75.10 C32 200.00 13'5523' 48.60 24.42 S 86'40'08' E 48.48 C33 200.00 90'44'08" 316.73 202.58 N 41.00'06' E 284.65 C34 600.00 2142'13" 227.28 115.02 S 83'30'51' E 225.92 C35 300.00 18'57433' 99.27 50.09 S 82'08'31' E 98.82 UNE DISTANCE BEARING Li 124.43' S 79'42'27" E L2 675.68' N 86'22'10" E L3 270.63' N 04'21'57" W L4 550.17' N 85'38'03" E L5 792.06' N 85'38'03" E L6 118.14' N 85'38'03" E L7 65.84' S 72'39'45" E L8 159.54' N 88'22'42° E L9 306.32 N 882242 E L10 547.64' S 04.21'57" E L11 493.27' S 01.37'18" E N 10°51'47" E - 290.37 Dall N 10°54'51 " E - 290.37) 36"Oak Tree 36'03" E - 176.67 )1'50" E - 177.31) .m 40"Oak Tree Mr. Mr pe Buffer ce line = 448.97 448.63) X it .m i llll Cv 1 I I I I f Fnd.5/8f Iron Rod 6�� \ N 86000'02"E - 204.04 (Cali N 86°04'40"E - 201.42' Marshall T. Crenshaw Fn d. Axl e ` Fn d. 1r -e w Harry Krause 49.2 Acres 2.0 Acres 210/3 ° 1ff E 1942.88 2.5 �� �� 8'J2'� =_';Z94A, �,' s N 84 33 5 28 95.87' 5.6 \`� ``kLam_ 1736/295 (CALL �i-3 4 E 42 5 4. 1 29 13 200. - -i „ � N 84° 1 .88 204. 63.62' Fnd. 1/2 Iron Rod 20' UtilityEasement 29 13 W 208.17 w I w cJ I W o 3.20 241.7 ---1,6 67 ` 212.43 ._. -- -' --- w Io �1 �r- LOT 3 Nl (� LOT 4 N ` \ - \ \ 216.97_ - o0 1n \ ' I 2' --- w LOT 14 ra LOT 2 `: �, a; 1.00 acres rri 1 _ 1.8 _ w ( I o in 1.00 acres 3.09 --" �-- �n N1 io �P W �\ Iw B i� �I I� '� 1.00 aOCres1 i� 1.00 acres �y oo ��'' c� O _' LOT 6 ��<v LO -T,7 M 1.00 acres I ( I' J N 1.00 acres �?� ��N 1.19 acres w r LOCK 5 �I ,� LOT 13 c6 LO NI Io N C S 1.00 acres _ LOT 11 0;l LOT 12 >� � of Io `� 0 i z I i BLOCK z LOT 5 N i� hNcb o 4 rn ,a oI I. 1.00 acres I 1 /M N� \ o ) 1.00 acres cv \ \ \ \ \8'78, �T LO 0I r0 1.00 acres N o I I zL ;---� -- ' F LOT 10 I 1.00 acres o 1 I z BLOCK 5 , _ - 200.00' 107.42 C29 \ 339 T' 0`\ 1 I L - ---� 203.79 �6- LOT 9 �21z \ z L ---r - J I i 207.80 L6 . .. �....... C34 . 84'� \ 1.02 acres � �-• � \ � L 216.59 212.06 L5- ......... .... .... .. .. - R 5' ` .� C28 'I�%ff�'- �06�J ry � \ o' Com_ >r'��-j- / / c v� 0.79 \ LAKE -D -R,+ _ -��1 C-3.5.. +. . .. . Lg . ... + .. . . .. .. .. . Lg . .. / 1 9.6C! 70 ROW L4' PEACH 6�' 84 i > N 85 38 03 E 30 + . R 35' R 35 249.84 _ -{ 173.22 LOT 9 \ R 35 / I �-- C' f LOT 1 �s j 6, i-- C22 9 4' 35.2 3 - 1` o I o °o - �- / / I I x.58 �- d 1.Ofl acres co 1� / �I 1.00 acres - N �� � °, LOT 1 BLOCK 5 c'�° I w LOT 9 I00 Lu PARK AREA a; M . � 1 d o r- LOT ,9' / o 5 F j LOT 5 - 1.00 acres r -I o f 1.00 acres oo) 1 co o r ,.i ne i o 0 1 `',, oc r� �i .8'03" E I _1 - cvl 1.00�acres LOT 8 p� to removed - 1 d- ( I r- I `n 5°38' 03" E N 85 3 1.10 acres e��!n' �_ LOT>, 6 0 1.01 ages w L N 8 _ 0 ca \ 00I i o W N - - N 88°22'�2'y E Ej �/ LOT 7 •• - 00 ° o S 85°38 03 ___-- -J "t- ExistingLake - 0 274.00 - - - \ Ni / rn' ' 1.03 a cr �\ 0 L- _ 27 4.00 - E •'�`��/ .02 acres o ~- `\ I I -- -; to •'•'-• - LOT 8 001 3 5.56 / � r, _ •P 2 -1 z Op' 274.84 � � 21.97 6.23' � �-' - - �I LOT 2I I 1.00 acres U opo �� I LOT 2 - I- -- - - __ 289.5= �00 BLOC ) 207.45 J - 2= - s _ - -- °' LOT I ai 1.00 acres O -i r -I I �.1 U 1.b0 acrf eS - ` ..... - - - >n I I I I / iii LOT 8 213.29'_ -- - _ '-� \ + 1.00 Cres _ ` IoN° :_:_:'• - • - • - -I D '03" E m , �r O I I ( i 1.00 _ - - U- 85'38 r-� - - _ - acres w \\ \ N w N 85°38 03 E = L- N m N 8 °22' 2» E p wWZZ:::�Existing Fence w _ I I - \ 8 \ L - - `-- \ -� / ° _ to be removed) IO BLOCK 5 N o0 LOT 4 `\ 2 1'21" \\ \ .•-•-•••- r 74.00' 274.00 _ -�- --v \--- i-�,.--N 88'22'42" E-m� / 1 \ \ \ I I0 ra N I o 1.09 acres _ _i `� •-.•.'.'.'.-.-.-.' La 2 N p LOT 7 298.65 \ \ \ 1 t / / I \ L T\ 1 !� LOT 2 o LOT 3 N 1 0 c, 286.9 ;-_ `"' < r' 0)I \ \ -- I I \ \ co ( 10 0 1 I o 1.09 acres o ` x 1 � �. ....... � LOT 3 1 r'-► I °° 1.00 acres LO \ 3\ \ ���- t -ac r"' a .'.'.'.'.'.'\.'.'.'.' 1.00 acres U c� 1 � Qo 1.09 acres N ( 0 1 1 z �� "U T �( �I (D 1.00 acres \ \ \ Q ` ` XI \ - , In I I �- \ \ I \ 1 �Q,T7 .- . \ \ z 9. fl \ \ \ c - _ - rn _ _ -- _ - I \ �� 5..: \ ,� F... _ n N 8 15�� E 1,51„ \ 1.00 acres -h \35\.87 \ - -� \ 2 "/ �a - .I. �'..'1'- - • N 85°25' 46 E � \ �\ ` 00 N 88°1 I 4 2 8 _ 12' Lane width '�° \ �A6. �� - •�•I..:._.:. �'.'.►'.:.:. L - , \- %306520r- �_�� - - `• \ +. I.... ..t..r... ____ 274.48 291, 55' d \ \ 1 n�- I ....L2 \` `'S !y /1 `" . l:4'..�•'t '.'.' 274.00 -I \ c., \-�' Ll CROS`>I` QR 6d, 2� ,, .'f'I' - . \ +C32 + -P-•EACH LOT 6 \ c� \ rn 1 S\ 1 .'�.�.'�.'.'.�'.I '�' LOT 4 \ \ ( � 1,3 O1�- 1.00 acres i i LOT 4 s, W -- 2-� \ s • • 1.03 acres ro � 1.00 acres z �\ . / C2 9 1 - o` - \ \--�I l BLOCK 1 �� \ �- O o�, .-�. -.4... t �.- . tib /� \ s � I � a� - �• N Elf- A K- _ / ti ` Pond , toeIle`d s''� sz\ F` Q / 't../..i...... l..... �I \ \ S�, a, 34.86 - _i I \ \ \ �'DOT 3 \ \ 0 1 1(N N` ,CP- sz. \ c,� / I'.'/.'.%'..'.' '.'�'L(.'.'.'.'.' �t ,, �•/ 10' Common Area \ \OQ' "� o �/ /{ i I 1 I I / �6''- LOT 6 Icy co N 1_01' ` 'n �- `\ i� LOT 4 0 \ U, �`\ \�' -�- -/� NI �� /� O \6 IN O� /�'` L0� 1 1 I \ ILO LOT 1 1 I ''n ra --1- QO Beres I 10 �,,, - LOT 5 cP a, `� I I / iI 11 ,o'� � LOT 5 F �, I \ 1.06 acreso' IN,M o N '� /h I 41.26 g� 1. 6 yacr 1 \\ �' 1.00 acres, \ °' �- , \ 0 1.00 acres \ ,� 1.00 acres �� \`9i N !� i I / / ! iI 11 I 1k �, 1.13 acres \ \ \`\ \ \3� j _ _ _ oo I I� 1s00 acr s .-1 (o _ _ = \ ` \ / O� A o I I / 1A Corirl4n Area �/ / g \ { / / 10 Common I AreA_ -�- - -- \ i 1 521.92' �, -- -� -•� v} I ! / I 1 1 �/ - - 46' 23 rt \ \ 147.53 L_ _ `�� .��--, - -� 80.59 / / > >" \ , - \� 9, /24.16' / > -5714-e-, 230.29 2 0.49 - / 264.35 I 54.30 • _ ' `� _ 0 / / // / \ i 1 N 88 29 55 E 1051.33 106 Access E�sem en t ` N (�K w 1`I�1 X ff� \\ S N 8:3-1`2 f_��1V,*, \ \\ f / 1 ---- \ \ \ S 8°x.1 27"" W 1194.35 ///� // 1111 11 brs� N8��3�'Q�� -".0' Utilit -- �i �i 1 i \ \ \ \ \ „// // / II II \ Is, � .�3 - - - _ yasement // / i , \ \\ \\ 10' Common Area Fnd.1 jr�rj IPie IJ I I I I / /i Fnd.� 3/4 Iron RQd (bent) ` / � A>62.84 Iron Ro-d, ff o� S 88029'30 1114.18 SWC 11502 Ac. Fnd.3/4 Iron Rod\ \ \ \ \11 1 I (Call S 89"09',30'1 W 2308.98) 039/34 270 it ( IIfI / Stephen Kirk McDonald � and Donna Lunsford McDonald Sammy Lee McDonald wife; of 9.034 Acres Thomas D. McDonald 2954/299 GENERAL NOTES: NORTH ORIENTATION IS BASED ON ROTATING THE MOST WESTERLY SOUTH LINE TO TRUE NORTH BY UTILIZING GPS METHODS. A 1/2" IRON ROD W/CAP TO BE SET AT ALL LOT CORNERS UNLESS OTHERWISE NOTED. ALL PARK/COMMON AREAS TO MAINTAINED BY HOA EXCEPT WHERE INDICATED, ALL BUILDING SETBACK LINES SHALL COMPLY WITH CURRENT BRAZOS COUNTY ORDINANCES AND POLICIES. ROW ALONG PEACH CREEK VARIES. ROW DOES EXCEED 70' MINIMUM ALONG SUBDIVISION FRONTAGE. THERE IS HEREBY DEDICATED TO THE PUBLIC THE FOLLOWING PUBLIC UTILITY EASEMENTS: 1.) A 16' WIDE U11LITY EASEMENT ALONG THE PROPOSED STREET SIDE OF ALL LOTS; 2.) A 20' WIDE UTILITY EASEMENT CENTERED ON ALL COMMON LOT LINES; 3.) A 20' WIDE UTILITY EASEMENT ALONG THE ENTIRE PERIMETER OF THIS SUBDIVISION; 4.) A 5' WIDE UTILITY EASEMENT FOR ANCHORS AND GUY WIRES TO EXTEND 20' BEYOND ANY UTILITY EASEMENT AS NECESSARY TO HELP SUPPORT OVERHEAD UTILITY LINES. ALL PROPOSED POWER UTILITY LINES WILL BE LOCATED UNDERGROUND WITHIN SPECIFIED EASEMENTS. ALL STREETS TO BE BUILT TO BRAZOS COUNTY RURAL STANDARDS. 2' CONTOURS INTERPOLATED FROM 10' G.I.S. CONTOUR MAP. THIS SUBDIVISION TO BE SERVED BY WELLBORN WATER SUPPLY CORP. SUBDIVISION TO BE SERVED BY INDIVIDUAL LOT SEPTIC SYSTEMS APPROVED AND BUILT BY BRAZOS COUNTY STATE HEALTH DEPARTMENT PERMITS AND TO TCEQ STANDARDS. ■ 36.5 Acres NO LOTS WITHIN PROPOSED SUBDIVISION WILL HAVE DIRECT ACCESS TO PEACH CREEK ROAD. THERE EXISTS, A WATER LINE EASEMENT TO WELLBORN WATER SUPPLY COMPANY IN VOLUME 773,PAGE 208. THIS EASEMENT DOES AFFECT THIS TRACT ALONG THE WEST LIN_ NEAR PEACH CREEK ROAD, BUT WAS NOT LOCATED ON THE GROUND. VERIFIED BY TITLE SEARCH, THERE EXISTS NO OVERHEAD POWER UTILITY EASEMENT ON PROPERTY. ABUTTING PARCELS ARE UNPLATTED. THIS PROPERTY IS LOCATED OUTSIDE OF CITY LIMITS, THEREFORE ZONING IS NOT APPLICABLE THIS PROPERTY -DOES NOT LIE WITHIN A 100 - YEAR FLOOD HAZARD AREA AS DEPICTED FROM FLOOD INSURANCE RATE MAP NUMBERS 48041CO205 C, 48041 CO210 C, 48041 CO215 C, 48041 CO220 C, ALL DATED JULY 2, 1992. Prepared By: WACE Engineering 1722 BROADMOOR STE 106 BRYAN, TX. 77802 979-776-1000 979-776-1004 FAX Prepared for the Owner 89.99 ACRES Mark A. Homeyer 2815 Manzano Ct. College Station, TX. 77845 Phone: 979-739-6275 tj` eat ere k n " r ti 1 ' J. ,/ • 159 Not to Scale VICINITY MAP PARENT TRACT 89.99 ACRES BEING ALL OF THE FOLLOWING TRACTS CALLED 40.222 ACRES -VOLUME 821, PAGE 605 CALLED 50.37 ACRES -VOLUME 429, PAGE 14 CALLED 1.502 ACRES -VOLUME 3039, PAGE 34 S.D. SMITH LEAGUE, A-210 BRAZOS COUNTY, TEXAS SCALE: 1"= 100' JULY 28, 2003 PRELIMINARY PLAT (NOT FOR RECORD) of PEACH CROSSING 60.41 ACRES PAGE 2/2 Remainder of .-- 2-1 acre tracts W/224 C.M.D.C. Fnd.5/8" Iron Ro _ N _86'00'02" E_ — 204.04' N 86'04'40"E — 201.42' _ (Call 1 Marshall T. Crenshaw 1�I[ Fnd.Axle cHarry Krause 49. 3 cres E 1942.88' �(LAcres / 4'33'51 1736/295N -- ---- __ , --(CALL 1736/2951942.8 N 84'29'13" E - 20' U_ ty Easement S Fnd. 1/2" Iron Rod Fence line ROW N 10'51'47" E 290.3 (Call N 10'54'51" E – 290.37 O -r ROW* 36"Oak Tree P Gia to be renorad N 06'36'03" E – 176.67 (Call N 07'01'50" E – 177.31 ROWii pence k da8n9 to be ramoVed 40"Oak Tre Wtr. o Area Reserved Mtr- o a for Subdivision common ground °' k L Fence line Pond to N 08'3939" E – 44859 (Call N 08'3356" E – 448.63) ROW 2W UtMty ant r—'�-- Fnd.3/4"iron Rod zr� Donna Lunsford McDonald wife of Thomas D. McDonald 36.5 Acres 337/444 Surveyor: CARLOMANGO SURVEYING INC. 2714 FINEFEATHER BRYAN, TX. 77802 979-775-2873 Prepared By: JIM HANKS P.E. 1722 BROADMOOR STE 106 BRYAN, TX. 77802 979-776-1000 979-776-1004 FAX Prepared for the owner 89.99 ACRES Mark A, Homeyer 2815 Manzano Ct. College Station, TX. 77845 Phone: 979-739-6275 {.6• .7777... t...� \Cli LAK5 flR s^ R 1 Mid 9 e RK AREA c � o W a w �+ a tK O m z 1W Apceas Easement a W 1194.35' Stephen Kirk McDonald and Sammy Lee McDonald 9.034 Acres 2954/299 Fnd. 1 / X0'1'18': kP c�.+ c38.. ...+ 7 7 7 7 ..... . Eg . ...... . 35 C IWIP1.4v JO' A ement br Fnd. 3/4" Iron R d (bent) 3 4" S 88'29'30" ,W 1114.18 SWC 1 502 Ac. 62.84' Iron (Call S 89'09 30 W 2308.98) 039/34 X111 �A. D. � U � N' Gall N Z5t5 �t w � ����.�� •• –88'22-'4 " - 00 Pon n N LO 0 Ld io ' N Barton D. Donsby et al 0 41.15 Acres 588/467 0 V) � p IL Pond Mark A. Homeyer 0.222 Acres M Called 4 821/605 C) 0) 1 g1 ` S. D. S n (�/ � /j I T H N Birc2hridge Association .56 Acres A 1072/381 Fnd.3/8" 18" Oak with "X" Iron Ro brs. N36'03'E — 30.0' • 2" W 1839.06 (Call S 88'41'06"W 1838.62"). _ 18" Oak with "X" S 88 23 5 brs.S42'13'33"W — 5.23' Kenneth R. Goodman and Terry H. Goodman 269.844 Acres H , t S T O ^ ' 2954/302 Not to Scale VICINITY MAP PARENT TRACT 89.99 ACRES BEING ALL OF THE FALLOWING TRACTS CALLED 40.222 ACRES -VOLUME 821, PAGE 605 CALLED 50.37 ACRES -VOLUME 429, PAGE 14 CALLED 1.502 ACRES -VOLUME 3039, PAGE 34 S.D. SMITH LEAGUE, A-210 BRAZOS COUNTY, TEXAS SCALE: 1 "= 200' JULY 282 2003 PRELIMINARY PEAT (NOT FOR RECORD) of o PEACH CROSSING 60.41 ACRES PAGE 1 / 3 oQ o lo5 CURVE RADIUS DELTA ARC TANGENT BEARING CHORD C1 235.00 13'55'23" 57.11 28.69 S 86'40'08" E 56.97 C2 235.00 12'11'09" 49.98 25.09 N 80'16'36" E 49.89 C3 235.00 27"0059" 110.81 56.45 N 60'40'32" E 109.78 C4 235.00 30'44'20" 126.08 64.60 N 31'47'52" E 124.57 C5 235.00 18"28'42" 75.79 38.23 N 17"13'00" E 75.46 C6 235.00 12'20'36" 50.63 25.41 N 01'48'21" E 50.53 C7 50.00 67'47'11" 59.15 33.59 N 82'41'10" W 55.76 C8 50.00 67"47'11" 59.15 33.59 S 29'31'38" W 55.76 C9 50.00 67'47'11" 59.15 33.59 S 38'15'33" E 55.76 C10 50.00 67°47'11" 59.15 33.59 N 73'57'16" E 55.76 C11 25.00 90'00'00" 39.27 25.00 S 49'21'57" E 35.36 C12 165.00 90'44'08" 261.30 167.13 S 41'00'06" W 234.84 C13 165.00 13'55'23" 40.10 20.15 N 86'40'08" W 40.00 - C15 25.00 90°00'00" 39.27 25.00 N 40'38'03" E 35.36 C16 25.00 90`00'00" 39.27 25.00 S 49°21'57" E 35.36 C17 50.00 84'51'02" 74.05 45.70 S 0113'06" E 67.46 C18 50.00 88'12'15" 76.97 48.46 N 80'38'56" E 69.59 C19 50.00 86029'08" 75.47 47.02 N 06'41'46" W 68.51 C20 25.00 90°00'00" 39.27 25.00 N 40'38'03" E 35.36 C21 565.00 19'44'34" 194.69 98.32 S 84'29'40" E 193.72 022 335.00 18°57'33" 110.85 55.94 S 82°08'31" E 110.35 C23 25.00 90'00'00" 39.27 25.00 S 46'37'18" E 35.36 C24 50.00 70'46'22" 61.76 35.52 S 08°33'54" W 57.91 C25 50.00 102°28'50" 89.43 62.28 S 89`36'30" E 77.98 C26 50.00 86°20'46" 75.35 46.91 N 04°01'18" W 68.42 C27 25.00 90°00'00" 39.27 25.00 N 43'22'42" E 35.36 C28 265.00 18°5733" 87.69 44.25 N 82'08'31" W 87.29 C29 635.00 14°55'24" 165.39 83.17 N 80'07'27" W 164.93 C30 635.00 06'46'49" 75.14 37.62 S 89'01'27" W 75.10 C32 200.00 13°55'23" 48.60 24.42 S 86040'08" E 48.48 C33 200.00 90044'08" 316.73 202.58 N 41 °00'06" E 284.65 C34 600.00 21'42'13" 227.28 115.02 S 83'30'51" E 225.92 C35 300.00 18°57'33" 99.27 50.09 S 82'08'31" E 98.82 LINE DISTANCE BEARING L1 124.43' S 79'42'27" E L2 675.68' N 86`22'10" E L3 270.63' N 04'21'57" W L4 550.17' N 85`38'03" E L5 792.06' N 85°38'03" E L6 118.14' N 85°38'03" E L7 65.84' S 72"39'45" E L8 159.54' N 88°22'42" E L9 306.32' N 88°22'42" E L10 547.64' S 04°21'57" E L11 493.27' S 01'37'18" E Fnd. 1/2" Iron Rod Fence line ---� ROW N 10°51'47" E 290.,3-; (Call N 10°54'51 " E - 290.37 36"_Oars Tree N 06°36'03" E - 176.67 (Call N 07°01'50" E - 177.31; ROW 40"Oak Tref Wtr. Area Reserved Mtr.' for Subdivision O/ � M common ground x Q) Fence line \ Q) N 08039'39" E - 448.9 GENERAL NOTES: Call N O8°3356 - ( E 448.63) NORTH ORIENTATION IS BASED ON ROTATING THE MOST WESTERLY SOUTH LINE TO TRUE NORTH BY UTILIZING GPS METHODROW S . Surveyor: A 1/2" IRON ROD W/CAP TO BE SET AT ALL LOT CORNERS UNLESS CARLOMANIGOsuRVEYiNGINc. -OTHERWISE NOTED. 227R1�4FIFIN�EF ATH R 77802 EXCEPT WHERE INDICATED, ALL BUILDING SETBACK LINES SHALL COMPLY WITH CURRENT 979-775-2873 BRAZOS COUNTY ORDINANCES AND POLICIES. Prepared By: ROW ALONG PEACH CREEK VARIES. ROW DOES EXCEED 70' MINIMUM ALONG SUBDIVISION FRONTAGE. THEREiS HEREBY DEDICATED TO THE PUBLIC THE FOLLOWING PUBLIC UTILITY .EASEMENTS: JIM HANKS P.E. 1722 BROADMOOR STE 106 1:) A 16' WIDE UTILITY EASEMENT ALONG THE PROPOSED STREET SIDE OF ALL LOTS; BRYAN, 'rX.77802 2.) A 20' WIDE UTILITY EASEMENT CENTERED ON ALL COMMON LOT LINES; 979-776-1000 979-776-1004 FAX 3.) A 20' WIDE UTILITY EASEMENT ALONG THE ENTIRE PERIMETER OF THIS SUBDIVISION; Prepared for the Owner 4.) A 5' WIDE UTILITY EASEMENT FOR ANCHORS AND GUY WIRES TO EXTEND 20' BEYOND 89.99 ACRES ANY UTILITY EASEMENT AS NECESSARY TO HELP SUPPORT OVERHEAD UTILIT`' LINES. Mark A. Homeyer 2815 Manzano Ct. ALL PROPOSED POWER UTILITY LINES WILL BE LOCATED UNDERGROUND WITHIN SPECIFIED EASEMENTS. College Station, TX. 77845 ALL STREETS TO BE BUILT TO BRAZOS COUNTY RURAL STANDARDS. Phone: 979-739-6275 2' CONTOURS INTERPOLATED FROM 10' G.I.S. CONTOUR MAP. THIS SUBDIVISION TO BE SERVED BY WELLBORN WATER SUPPLY CORP. SUBDIVISION TO BE SERVED BY INDIVIDUAL LOT SEPTIC SYSTEMS APPROVED AND BUILT BY BRAZOS COUNTY STATE HEALTH DEPARTMENT PERMITS AND TO TCEQ STANDARDS. J NO LOTS WITHIN PROPOSED SUBDIVISION WILL HAVE DIRECT ACCESS TO PEACH CREEK ROAD. THERE EXISTS A WATER LINE EASEMENT TO WELLBORN WATER SUPPLY COMPANY y= f v 'eac cu IN VOLUME 773, PAGE 208. THIS EASEMENT DOES AFFECT THIS TRACT ALONG .. -"-THE 11VET-L7NE -N-EAR-PEACN- CREEK-R0AD1�T WAS NOT LOCATED ON THE GROUND. 4f 1 VERIFIED BY TITLE SEARCH, THERE EXISTS NO OVERHEAD POWER UTILITY EASEMENT ON PROPERTY.." ABUTTING PARCELS ARE UNPLATTED. THIS PROPERTY IS LOCATED OUTSIDE OF CITY LIMITS THEREFORE ZONING IS NOT APPLICABLE Not to Scale THIS PROPERTY DOES NOT GE WITHIN A 100 -YEAR FLOOD HAZARD AREA VICINITY MAP AS DEPICTED FROM FLOOD INSURANCE RATE MAP NUMBERS 4804100205 C, 48 0 41 0021 0 C, 4804100215 C, 4804100220 C. ALL DATED JULY 2, 1992. L N cres 1736/2958i (CALL N 84 84°29'1 3" E , 1942.8 3» VV 1 •88 _8.17' 204. 20 Utility Easement 920 216.97 __._ �-- -- 212'43 w LOT 34 2.06' 1 - I w �`' LOT 35 _ I I 1.00 acres _ ._-- �- w �I Ir- �) to 43560.00 sq ft 37_8._ BLOCK 5 I I►� 1.00 acres IU) - w I �M rn LO LOT 36 o I I o 43560.00 sq ft NI o \ \ N 1.00 acres _ I I LOT 38 � LOT 37 oMI I 0 1.00 acres N 0o I I z rn1 \ \67 b9, 43560.00 sq ft E6 LO I �0 1.00 acres N 0 43560.00 sq ft I I z _ _ \ \2BLOCK 5 s- LOT 39 a, 0 1.00 acres o 43560.00 sq ft I Iz JL_ LOT 40 206 J \ 0 3560.00 sq ft I Iz L L - 203.79 6�\ \ � I z L- - -" 212.06 207 80 1.02 acres \ \,�-G\_ L- J 216.59 •L5 ........... C° 44301.91 sq ft o.79 a� ' L4• •PEACH LAI -t: �D�R' - • ....+. ............ . ^ � 70'• ROW • --- R 35' ___.- S 85 38 03" W + R 35 249.84 �j PARK AREA F _ 35.2--,�j ticis ing Lake C� 21 .58 ---) - - I LOT 9 ' cn 309.60 .�g 00 Z) BLOCK 5 > �_C�� ^ - LOT 44 1.00 acres I LO LOT 41 �r line 0I I o w 43560.00 sq ft f� to be removed ^I ' . -"� 1.01 acres w w MATCH 60 Sc' , p`L / / o LOT 43 oD 00 °q.LINE - ,� LOT 42 oo I I o 44162.93 sq ft 0 S 85-38103" W _ X56• 5g/ /� rn' 1.03 acre 0 L_ ---- o / �pp. 1.00 acres 44807.96 sq ft I I z 274.84' N ........ ' 243.00 43560.00 sq ft Co 21.9T � 1 0 'I- ' '•'-'•'-'-' 00 BLOC J ____ -- °' LOT cn 0� _._- -- 207:4-5'- 194.76'-, L s --E + 1.00 cre 00 I.eN° :•:•:.:_:•:-:.:-- r-� U` -'LO 45 co 4 560.0 sq ft �, tFence - iw w _ I I 1.09 acres 2 ' o be removed) w toON o •-::-LOT 6 o 1- - rd ` N LOT ( 4 I I 9'L T 4 n o 286....._.I�I I No0 1.09 acres o N I I1. re 1.09 acres (0 47539.50 sq ft z/ e� o i) . a; 5 6 6 sq .50 sq ft z - G� C �0 436 c - '.. - • . ... �� 87 ` J L-6. 2?S%' �� \� S 6 - 0 sqs o '4.... 28. 12' Lane width '�° \ �stsft 'I •.•.-.•. --.-- ..L2.... .. + G32 + � � •CHC SI� 1-32.65- BL`ICK 1 �� \v', u3�°�'if-•l:C:" r-' fonfi d to ; , '--34.86' l 3 Lo I I N �, '�, \ �js ' :I. .... ..••.-- d.• 00 1 OT 1 ao I I LO i� 0 s o LOT 4 �` ! �' LOT 5 ��`od? COu� NI I l o N Q 01 • �, 00 1.00 ac I0 1.00 acr s 0 5 0 1:.00 acres , `� 01.00 acres \ \ cv o Ac Easemen 43560.00 sq ft I I 43560.00 sq ft 43634.69 s z �_-__ 435 sq ft _ \ 80.59 I _ 244.16' 5•' 230.29 N 1'27 W 1194.35' MATCH - LINE 20' Utility Fnd.1" r i Fnd.3/4 Iron Rod 210 Stephen Kirk McDonald and _I Donna Lunsford McDonald Sammy Lee McDonald o I wife of 9.034 Acres Thomas D. McDonald 2954/299 36.5 Acres 337/444 O Marshall T. Crenshaw oHarry Krause 49.2 Acres 2 0 A 210/3 I ��MATCH LINE PARENT TRACT 89.99 A CL E S-P-R-E�{-�--{-�j-�_��---��-�- BEING._ ­ALL OF THE FOLLOWING TRACTS �In T c CALLED 40.222_ ACRES -VOLUME 821 PAGE_ 605 __l �I�J-1___-1-0�__ �--i CALLED 50.37 ACRES -VOLUME 429, PAGE 14 Of � CAI i F� 1 �n9 A('.RFC-\/lll I IMF �n�a pocF �a _..____ .._...� ......�� ...�..,.,� ...,...,, , ,,.,L �T S.D. SMITH LEAGUE, A-210 PEACH CROSSING BRAZOS COUNTY, --TEXAS_. _ - --------- . ---- 6.-0.41___-- ACRES SCALE: 1"= 100' JULY 28, 2003 PAGE 2 / 3 !Wh®M ■ CURVE RADIUS DELTA ARC TANGENT BEARING CHORD ci 235.00 13*5523" 57.11 28.69 S 86*40'08" E 56.97 C2 235.00 12*11'09" 49.98 25.09 N 80*16'36" E 49.89 C3 235.00 27*00'59" 110.81 56,45 N 60*40'32" E 109.78 C4 235.00 30*44'20" 126.08 64.60 N 31'47'52" E 124.57 C5 235.00 18'2842" 75.79 38.23 N 17*13'00" E 75.46 C6 235.00 12*20'36" 50.63 25.41 N 01'48'21" E 50.53 G7 50.00 67*47'11 59.15 33.59 N 82*41'10" W 55.76 C8 50.00 67'47'11" 59.15 33.59 S 29*31'38" W 55.76 C9 50.00 67*47'11 59.15 33.59 13 S 38*15'33" E 55.76 C10 50.00 67*47'11 59.15 3. E59 N 73'57'16" E 55.76 C11 25.00 90*00,00" 39.27 25.00 S 49*21'57" E 35.36 C12 165.00 90*441081'r 261.30 167.13- S 41'00'06" W 234.84 C13 165.00 13*55'23" 40.10 20.15 N 86*40'08" W 40.00 C15 25.00 90*00,00" 39-27 25.00 N 40*38'03" E 35.36 C16 25.00 90*00,00" 39.27 25.00 S 49*21'57" E 35.36 C17 50.00 84*51'02" 74.05 45.70 S 01'13'06" E 67.46 C18 50.00 88*12'15" 76.97 48.46 N 80*38'56" E 69.59 C19 50.00 .86*29'08" 75.47 47.02 N 06*41'46" W 68.51 C20 25.00 90*00,00" 39.27 25.00 N 40*38'03" E 35.36 C21 565.00 19*44'34" 194.69 98.32 S 84*29'40" E 193.72 C22 335.00 18*5733" 110.85 55.94 S 82#08'31" E 110.35 C23 25.00 90*00,00" 39.27 25.00 S 46'37'18" E 35.36 C24 50.00 70#46'22" 61.76 35.52 S 08*33'54!' W 57.91 C25 50.00 102'28'50" 89.43 62.28 46.91 25.00 44.25 S 89*36'30" E 77.98 C26 50.00 86*20'46" 75.35 N 04#01'18" W 68.42 C27 25.00 90,00,00" 39.27 N 43*22420' E 35.36 C28 265.00 18'57'33" 87.69 IN 82'08'31" W 87.29 C29 635.00 14*55'24" 165.39 83.17 N 80*07'27" W 164.93 C30 635.00 06*46'49" 75.14 37.62 S 89*01'27" W 75.10 C32 200.00 13*55'23" 48.60 24.42 S 86*40'08" E 48.48 C33 200.00 90*44'08" 316.73 202.58- N 41'00'06" E 284.65 C34 600.00 21'42'137 227.28 115.02 S 83'30'51" E 225.92 C35 300.00 18'1517'33" 99.27 50.09 S 82'08'31" E 98.82 GENERAL NOTES: NORTH ORIENTATION IS BASED ON ROTATING THE MOST WESTERLY SOUTH LINE TO TRUE NORTH BY UTILIZING GPS METHODS. A 1/2" IRON ROD W/CAP TO BE SET AT ALL LOT CORNERS UNLESS OTHERWISE NOTED. EXCEPT WHERE INDICATED, ALL BUILDING SETBACK LINES SHALL COMPLY WITH CURRENT BRAZOS COUNTY ORDINANCES AND POLICIES. ROW ALONG PEACH CREEK VARIES. ROW DOES EXCEED 70' MINIMUM ALONG SUBDIVISION FRONTAGE. THERE IS HEREBY DEDICATED TO THE PUBLIC THE FOLLOWING PUBLIC UTILITY EASEMENTS: 1.) A 16' WIDE UTILITY EASEMENT ALONG THE PROPOSED STREET SIDE OF ALL LOTS; 2.) A 20' WIDE UTILITY EASEMENT CENTERED ON ALL COMMON LOT LINES; 3.) A 20' WIDE UTILITY EASEMENT ALONG THE ENTIRE PERIMETER OF THIS SUBDIVISION; 4.) A 5' WIDE UTILITY EASEMENT FOR ANCHORS AND GUY WIRES TO EXTEND 20' BEYOND ANY UTILITY EASEMENT AS NECESSARY TO HELP SUPPORT OVERHEAD U-nLIP,' LINES. ALL PROPOSED POWER UTILITY LINES WILL BE LOCATED UNDERGROUND WITHIN SPECIFIED EASEMENTS. ALL STREETS TO BE BUILT TO BRAZOS COUNTY RURAL STANDARDS. 2' CONTOURS INTERPOLATED FROM 10' G.I.S. CONTOUR MAP. THIS SUBDIVISION TO BE SERVED BY WELLBORN WATER SUPPLY CORP. SUBDIVISION TO BE SERVED BY INDIVIDUAL LOT SEPTIC SYSTEMS APPROVED AND BUILT BY--BRAZOS'-COUNTY STATE'__HEALTH --DEPARTMENT- PERMITS AND -TO __TCE0_9TAN_5_A_RD_5_._ NO LOTS WITHIN PROPOSED SUBDIVISION WILL HAVE DIRECT ACCESS TO PEACH CREEK ROAD. THERE EXISTS A WATER LINE EASEMENT TO WELLBORN WATER SUPPLY COMPANY IN VOLUME 773, PAGE 208. THIS EASEMENT DOES AFFECT THIS TRACT ALONG THE WEST LINE NEAR PEACH CREEK ROAD, BUT WAS NOT LOCATED ON THE GROUND. VERIFIED BY TITLE SEARCH, THERE EXISTS NO OVERHEAD POWER UTILITY EASEMENT ON PROPERTY. ABUTTING PARCELS ARE UN.PLATTED. THIS PROPERTY IS LOCATED OUTSIDE OF CITY LIMITS, THEREFORE ZONING IS NOT APPLICABLE THIS PROPERTY DOES NOT UE WITHIN A 100 - YEAR FLOOD HAZARD AREA AS DEPICTED FROM FLOOD INSURANCE RATE MAP NUMBERS 48041CO205 C, 48041CO210 C, 48041CO215 C, 48041CO220 C, ALL DATED JULY 2, 1992. LINE DISTANCE BEARING L1 124.43' S 79*4227*s E L2 675.68' N 86*22'10" E L3 270.63' N 04*21'57" W L4 550.17' N 85"38'03" E L51 792.06' N 85*38'03" E L6 118.14' N 85*38'03" E L7 65.84' S 72'39'45" E L8 159.54' N 882242" E L9 306.32' N 88*22'42" E L10 547.64' S 04*21'571) E L11 493.27 S 01 *37'18" E Surveyor: CARLOMANGO SURVEYING ]NO. 2714 FINEFEATHER BRYAN, TX 77802 979-775-2873 :ill T. Crenshaw acres N 84"29'13. E n c 71 LOT 36 00 1.00 acres 3560.00 sq ft lop< _k.0 OT 5 \ acres �3 Prepared By: 34.69 244.16 .41 JIM HANKS P.E. 1194.35 1722 BROADMOOR STE 106 BRYAN, TX 7'7802 979-776-1000 979-776-1004 FAX Prepared for the Owner 89.99 ACRES Mark A. Homeyer McDonald 2815 Manzano Ct. College Station, TX. 77845 4cDonald Phone: 979-739-6275 I j-_�MATCH LINE 1942.881 N 8433' 51" E Fnd.5/8" Iron Ro N 86°00'02" E 204.04' (Call N 86*04$40"E 201.42'-,-' 1942.88' ) Fnd.Axle ' k ' T-�-R LL OF THE FOLLOWING TRACTS 40222 ACRES -VOLUME 821, PAGE 605 50.37 ACRES -VOLUME 429, PACE 14 1.502 ACRES -VOLUME 3039, PAGE 34 S.D. SMITH LEAGUE, A-210 BRAZOS COUNTY, TEXAS SCALE: 1"= 100' JULY 28, 2003 S 014 %306 ��� I I LOT 24 1.06 acres S 8(c PRELIMINARY PLAT (NOT FOR RECORD) -- of PEACH CROSSING 60.41-- ACRES PAGE 3 / 3