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I ALUIN C. VALIGURA & WIFE, LORALEE SAUER ROBIN HUDSON SU~DIVISI 11 ~ 3276/8 (PLAT) DAB EN G, MENN AND B A LAYMAN WIWAMS E, MARY C. MENN 4.895 ACRE TRACT -3~Q-- EXISTING CONTOUR (MAJOR)
I WIFE DOROTHY A. VALIGURA 13.24 ACRE TRACT ' • rn4.~ ' 5.03 ACRE TRACT 795 28 ~ 92 ACRE TRACT 5206/196
I ~ K 359/529 LOT 73/239 ee~~ EXISTING CONTOUR (MINOR)
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21 .79 ACRE TRACT / 1 4/671
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NOTES: CURVE TABLE CURVE TABLE, CONT. LINE TABLE - ,
LENGTH RADIUS DELTA TANGENT CHORD CHORD BEARING B 1. OWNERSHIP OF THIS TRACT IS FOUND IN VOL 261: CURVE LENGTH RADIUS DELTA TANGENT CHORD CHORD BEARING CURVE ~ LINE LENGTH FARING WELLBORN RESOURCES, LLC, P.O. BOX 3321, BRYAN,
C1 39.27' 25.00' 89'59'27" 25.00' 35.35' 802'18'01"E C41 39.27' 25.00' 90'00'00" 25.00' 35.36' N87'4747E L1 5.05' N38'S2'D1"W
C2 39.23' 25.00' 89'54'28" 24.96' 35.33' N8T45'01°E C42 39.27 25.00' 90'00'00" 25.00' 35.36' S02'12'13"E L1A 5.00' S4T0T05"E 2. BEARING sYSTEM sHOwN HEREON is BASED oN GRI
C3 17.65' 25.00' 40'27'08" 9.2i' 17.29' N22'34'13"E C43 39.27' 25.00' 90'00'00" 25.00' 35.36' 887'47'47"W L2 177.56' S47'24'40"E " ~ ~ ~ ~ ~ 3. ND POR110N OF THIS TRACT IS WffHIN THE 100 YE
C4 149.14' 50.00' 170'54'16' 628.60' 99.69 S87 47 47'W C44 39.27 25.00 90 00 00 25.00 35.36 N021213'W L3 193.10' N48'38'53"E INCORPORATED AREAS, CoMMUNfiI' PANEL N0. 48041CI C5 17.65' 25.00' 40'2708" 9.21' 17.29' S26'S8'39°E C45 39.27 25.00 90'00'00" 25,00' 35.36' N8T4T47"E L4 166.69' N38'S2'01 "W -
4. THE PROPOSED STREETS WILL BE CONSTRUCTED TO C6 39.27 25.00' 90'00'00" 25.00' 35.36' N8T4T47"E C46 274.89' 175.00' 90'00'00" 175.00' 247.49' S02'12'13"E L5 89.67 N4T1T45"W DRAINAGE DITCHES. THE STORMWATER RUNOFF IN THE
C7 39.27 25.00' 90'00'00" 25.00' 35.36' S02'12'13"E C47 39.27 25.00' 90'00'00" 25A0' 35.36' S8T4T4T1N L6 73.62' S42'4T47"W DRAINAGE D(fCHES.'DEfENTtoN FACILrnES WILL BE coN - _ L7 --_._.9523" _ _ S42'47 47 W
'C8 21.03' 25.00' 48'11'23" 11.18' 20.41' S71'1T55"t C48 39.27 25.00 90'00'00" .25.00' 35.36' ~ N02°f2'13"W - ~ DRAINAGE SYS~EM_WILL BE DESIGNED TO CiTY OF COLT ` ~ ' C49 39.27 25.00' 90'00'40" 25.00' 35.36' N8T4T47"E L8 95.29' S42'4T47"N! 5. THERE WILL BE NO DRVEWAY ACCESS TO KOPPE 8
C9 241.19 50.00 276 22 46 44.72 66.67 N42 47 47 E ' ' ' ' 6'32"W C50 144.66' ' 425.00' 19'30'08" 73.04' 143.96' N56'5T17"W L9 100.00' S42'4T47°W SUBDVISION. THERE WILL BE NO DRIVEWAY ACCESS TO C10 21.03 25.00 4811 23 11.18 20.41 N23 0
C11 39.27 25.00' 90'00'00" 25.00' 35.36' S8T4T47"W C51 127.64' 375.00' 19'30'08" 64.44' 127.03' S56'5T17"E L10 100.00' S42'4T47"W
, ~ ~ " ~ 35.36' S02'12'13°E 6. THE EXISTING ELECTRICAL EASEMENT$ AND ELECTRIC C12 39.27 25.00 90 00 00 25.00 35.36 S021213 E C52 39.27 25.06 90 00 DO 25.00 L11 100.00' S42'4T47"W RESPONSIBLE FOR THE COST OF THE RELOCATION OR
C13 21.03' 25.00' 48'11'23" 11.18' 20.41' S71'1T55"E C53 39.27 25.00' 90'00'00" 25.00' 35.36' S8T4T47"W L12 100A0' S42'4T47°W EASEMENT RELEASE PROCESS. NO EASEMENTS WILL BE "r
C 4 '22'46" 44.72' 66.67 N42'4T47°E C54 144.66' 425.00' 19'30'08" 73.04' 143.96' S56'5717"E L13 21.48' N4T1T45"W THE RELOCATED FACILffiES. 1 241.19 50.00 76 C15 21.03' 25.00' 48'11'23" 11.18' 20.41' N23'06'32"W C55 127.64' 375.00' 19'30'08" 64.44' 127.03' N56'57'17"W L14 89.47' N47'17'45"W 7. THE WATER SUPPLIER FOR THIS DEVELOPMENT IS 11 r
C16 39.27' 25.00' 90'00'00" 25.00' 35.36' S87'47'47"W C56 39.27' 25.00' 90'00'40" 25.00' 35.36' N02'12'13"W L15 21.48' N47'17'45"W OF COLLEGE STATION SPECIFICATIONS AND STANDARDS
' S02'12'13"E C57 39.27 ! 25.00' 90'OObO" 25.00' 35.36' N8T4T47"E L16 50.00' S42'4T47"W WATERLINES WILL PROVIDE THE REQUIRED FLOW TO FIF C17 39.27 25.00 90 OD 00 25.00 35.36
C18 21.03' 25.00' 48'11'23" 11.18' 20.41' S71'1T55"E C58 39.27 .25.00' 90'00'00" 25.00' 35.36' S02'12'13"E L17 104.52' 866'42'27"E 8. A WATER DESIGN REPORT FOR THIS SUBDIVISION Wf
C19 241.19' 50.00' 276'22'46" 44.72' 66.67' N42'47'47"E C59 39.27' 25.00' 90'00'00" 25.00' 35.36' 587'47'47"W L18 19.19' N47'12'13"W 9. THE EXISTING WATERLINE AND EASEMENT WILL BE A
C20 21.03' 25.00' 48'11'23" 11.18' 20.41' N23'06'32"W C60 21.03' 25.00' 48'11'23" 11.18' 20.41' N23'06'32"W L19 19.19' N47'12'13"W C21 39,27 25.00' 90'00'00" 25.00' 35.36' S8T4T47"W C61 241.19' 50.00' 76'22'46" 44J2' 66.67 N42'4T47"E L20 104.52' S66'42'2t "E 10. SANITARY SEWER SERVICE FOR THIS SUBDIVISION N
' .00' 35.36' N02'12'13"W C62 21.03' 25.00' 48'11'23" 11.18' 20.41' S71'1T55"E L21 28.60' S85'42'59"E REQUIREMENTS. THE WASTEWATER TREATMENT PLANT IS C22 39.27 25.00 90 00 00" 25 ~ ~ " ~ ~ " DISTRICT WILL OWN AND MAINTAIN THE SANITARY SEWEI 'c
C23 39.27 25.00 90 00 00 25.00 35.36 S87 47 47 W C63 39.27 25.00 90 00 00 25.00 35.36 S021213 E L22 22.46 N42 4215 E
11. THE EXISTING ON-SITE SEPTIC SEWER SYSTEMS WI C24 39.27' 25.00' 90'00'00" 25.00' 35.36' N02'12'13"W REQUIREMENTS.
C25 233.51' 225.00' 59'2748" 128.50' 223.17 S1T28'19"E
C26 31.61' 25.00' 72'27'16" 18.32' 29.55' N23'58'03"W 12. ELECTRIC SERVICE FOR THIS SUBDNISIDN WILL BE 20' UTiLf1Y EASEMENT AT THE FRONT OF THE LOTS. AI
LL/ 96.SU 44U.UU 1 Z7*,) 56 45.0 I vo.ou 000 1+0 r
C28 34.31 25.00' 78'37'59" 20.47' 31.68' N86'36'44"W 13. THERE SHALL BE A 5' WIDE EASEMENT FOR ANCH( IEMENT FOR ANCHORS AND GUY WIRES NECESSARY TO HELP SUPPORT OVERHEAD UTILITY LINES. SAID EASEMENTS WILL DEVELOPER: ENGINEER:
C29 39.27' 25.00' 90'00'33" 25.00' 35.36' S87'41'59"W EXTEND 20' BEYOND ANY UTILITY EASEMENT. C30 39.31' 25.00' 90'05'32" 25.04' 35.38' N02'14'59'V SEMENT. Main Street Homes - CS, Ltd.
14. BUILDING SETBACKS SHALL BE BY PLAT AND DEED C31 19.63' 225.00' 4'59'58" 9.82' 19.63' S40'17'48"W IY PLAT AND DEED RESTRICTIONS AND SHALL BE AS FOLLOWS: 20' FRONT, 10' REAR, 5' SIDE AND 15' SIDE STREET. 900 Congress Ave., Suite L-100 Austin, TX 78701 TEXC01
C32 36.45' 25.00' 83'32'13" 22.33' 33.31' N79'33'55"E 15. IT IS PERMISSIBLE FOR ROOF EAVES TO OVERRAN( EVES TO OVERHANG INTO THE 5' SIDE SETBACK. (512) 801-8832
C33 73.43' 370.00' 11'22'13" 36.83' 73.31' S52'58'51 "E ERIAL TOPOGRAPHY PREPARED FOR THE OWNER OF THE PROPERTY IN 1997. General C o n t ra c t
C34 39.27' 25.00' 90'00'00" 25.00' 35.36' S02'17'45"E 16. TOPOGRAPHY SHOWN IS FROM AERIAL TOPOGRAPHY
C35 39.27' 25.00' 90'00'00" 25.00' 35.36' S87'47'47"W 17. BRAZOS COUNTY WILL HAVE NO MAINTENANCE REST C36 39.27' 25.00' 90'00'00" 25.00" 35.36' N02'12'13"W SEWER SYSTEM WILL BE BY WELLBORN SPECIAL UTILIT) MAINTENANCE RESPONSIBILITY OUTSIDE THE BACK OF CURB OF THE STREET. MAINTENANCE OF THE WATER AND SANITARY SURVEYOR: Ginger L. Urso, P.E. RN SPECIAL UTILITY DISTRICT. MAINTENANCE OF THE SIDEWALKS, STORM SEWER, DRAINAGE AND DETENTION AREAS WILL BE BY Brad Kerr, RPLS No. 4502 1707 Graham Road
C37 39.27' 25.00' 90'00'00" 25.00' 35.36' N87'47'47"E THE MEADOWCREEK SUBDIVISION HOMEOWNER'S ASSOC[ 4EOWNER'S ASSOCIATION (HOA). Kerr Surveying, LLC College Station, Texas 7'
C38 39.27' 25.00' 90'00'00" 25.00' 35.36' S02'12'13"E 18. ALL UTILITY LINES PLACED UNDER THE STREET PAI R THE STREET PAVEMENT WILL BE ENCASED BY A MATERIAL APPROVED BY THE BRAZOS COUNTY ENGINEER, UNLESS A P.O. BOX 269 (979) 690-7711
C39 39.27' 25.00' 90'00'00" 25.00' 35.36' S87'47'47"W VARIANCE IS GRANTED BY THE BRAZOS COUNTY COMMI DS COUNTY COMMISSIONER'S COURT. College Station, TX 77841
C40 39.27' 25.00' 90'00'00" 25.00' 35.36' N02'12'13"W (979) 268-3195`
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