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HomeMy WebLinkAboutMEADOWCREEK SUBDIVISION PP (2004)-2• i• I II N/F I i f \ 1 y n 1 ALVIN C. VALIGURA & t \� _r'"��''"''� ! / N/F --'1 N/F �, l,_-._, WIFE, LORALEE SAUER E MARY C. MENN / f WIFE, DOROTHY A. VALIGURA , _\ \ 13.24 ACRE TRACT - 1 , 1 ABBARA LAYMAN WILLIAMS I _ 1 \ 'ti f ROBIN HUDSON SUI�DIVISICJ�I i DA1�f2EN G. MENN AND g / 3276/8 (PLAT) j I WIFE, " � -- _._�r 5.03 ACRE TRACT � % \ �' �� ��'I.., 795/728 ,� ,f � ,. / >fF /%4.895 ACRE TRACT f / I „ 359 529 ` ! l \ 1 '`" ` f _`j j / 92 ACRE TRACT__-' / / 5206/19611 /J I ? \ f -. �1 - _ r % ( f LOT /1 �_ - 5173/239 - - -- fi% {�- �` S47° " 42.15' j �j,= \> �\ _�S47° 1. ` f 994.0 ,- `J ,5(47°j8'4 "E - 415. 6/,=i - L S47° 6 .2_------- - �N/F 't i E - �� JAMES L. MCCLESKEY AND so_oo 00 0o So. 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YOUNG 4Tt7' 1 p, .. P.U.E.�1 uI �1 0 t rill f p .f V' � -. r A P. r'1 � :"4 i 1 1 1 1 >�1 �1 �1 � S e31 �1 ,-1 1I-_ BLOCKS t ` m 1 Jl ` _ � 1-�. '4 1 j I _ = 1 1 1 - o o _ o $ _ o . o _ c°l o _ 13 t_ \ t _ _ o t o o 11 (D 3217/44 �t --- 3S I o ' o o / o` J/gnu'- , 1 I n- - rr \ % �\ 1 1 I,; \ f� M O O O N / O O O O O O � _ i `` i 87j4//60 �' !T f= t � i � J/ I g t o 0 0� ^ o fn o o _ o _ o o t �' .t / I-n 1 � o � 120.00' ( i o 0 o j 1 + m ` I111�Tk 1 4.972 ACRE TRACT S4T12'13•E e!i n n n• o i re to i m to m m m ui m ui m ui m ui m ui ui ui m I- t. . 1 m ui ui ui m m ml ui \ 1 n n I S:\ B o 1 a� 3 N 4 $ N 6 � 8 � 9 10/ 11 � 12 13 � 14� . 1$ 16 7 � 1 19 m 8 24 2B 22 � 1gV-�20 9 N 18 17 ^; 16 15 � _._.s =' m I II 1 12 N 13 "' 14 d N i$ r� 1 _ I d d' /��t� d d ----4- �' d d d d d d d d d I d d d d d d d o h `� { + I , 1 I R 11 M o l 1 vA /inl vA 1 ,� I '� . 'mom vA �,tal_ mi ml mi ml Ja mi ml / I m n ' �� / 1 t J ! 67' r I o 1 1 ail ml ml n I L �y m1 ail rnl tnl ml ml rnl m ml r4 1 • 26 I- i d d d I I 16 ` t I i I I I I 1 I 1 ! 1 m O I j% I / I I I I I 1 ,/' I I ail 41 �i 1 i l.-_ N4T17'45'W - , f c s. e4 f f" I v r i i t I -o r 1 to / i \ \\ OryO� S4T72'13'E-120.00� N ta• i 1 I 4� `_. I cdvl I ts' onaeiacE im 1 g PUE ,,943 , �p 3 1 / ! t PUE I BLO 3 d WE-, I is callo9 1 / / " _ ) 10• ,t j%' �\ �' � NPE I \,.,, tni � 1 EASEMINF - f sa �TAcBBs ,. \ E % u I 1% _ _ _ 1 _ _ _ _S4T 1 ' 13_ _ 36 _ _ ' L b 27 P.U.E: 10.00'0. / .00 00 50. 00 0. 50 00 0 I r+ 1 , 0• 0. 00 0. .00 00 56.00' 6 --0' 1 INLET '1 60.00' 50. S0.00' 60.00 �i 147.49' -- i `, I ._ �e�i1V 4 \c oMMON BL 10 l y BLO 10 BL 8 Ti a� ' 0 � - NE►nxnu i r� h i t } ; \ - 4 ,yy a'a 7 I i$ (! ' _ % I N cp X j % , -, \, o / �. I �d 1 t `r 00� Lll� R No. ,_ 1 I 1 I 1 b 1 r ' iI I r; I I (i I / ,/_ /`{ �� r m LOC 8 t t + 1 (V ' -I-1 38 B_B ASpH PVMT, \ 41mf s I� I ,il I I I 1 I I I I I i ' t, KI - I 1 I I I 01 IN I I 1 I \o.,sA �1 �1 i a o 1/ i id ax3 1 1 1 t PPE a C . _ f 'f 'r1%1 r'1 i r�l �'I �'1 r�l 1 I 1 1 , ,Y 3 �'f 1+ Fi1 1 ' ell j d'1I , i P.0 E + eV 1 i i ` M \ j n h M- n n n n- l ` 1 f I E' �' _ "\ l� a vi vS m K ui �r vi u-, v, - n d - _ o o _ o n I _ m o _dto 0 0 0 ` _ o _ b o f 0 0 0 �,,�' +`- ' n E' ..d,-' 1""-�.' ;;f '\� i 27 m, M o 34 .0 33 0 32 c 31 29 0 28 $ 27 26 9 2$ c 24 q 2 q 2 21 0 :20 j i o 0 0 f _ o _ o 1 o 0 0 t `n ctr/ '� '� 1 -. 1 7 ve !: �' 36 3$ r' 11 0 0 0 0 0 0 0 \ 41 v; 0 u, J39 m 38 37 ui 36 3$ m 34 ui Ali 31 3� 29 28 n 27 I I 11---10 n i ,1/ NI __- / YID 1��yII1 m m m m of 1[Y' ,E) 43 �vny1l,[l �vny7l l�y1IIin ��vntytll 11���yIII }��ry.I1{� N N N N- N 1 ( �I��N N N Y__ pN ''�:• d N / N/ N MN J^F� fWN N N -' N N N N.NN N 1 7 I ,tlN 42 YIN N�•tW' f NI.N- 'N N cWN aN" �' dn•I IVn• 2 '� '� !gym Ul ,[1 n I , , / �" 1 _ _ v� ,r j I� r N N r I' iW ivl tv ffWW + t�'NI iv dl : ( �� / (�\`II _ -__IV P.u.E 0.,0 \ f'• r �{ ml * aA� �'^ --� (dill �"_ d''Y d'� d''- 'm v''- d''- 'r '- d''- 'P'"'J y'. a•r- v''- d'"' `t''- i. d d`- d d .__-_,___I' �_1q ! �,` % tom, �jNC�i ail ml ml I ml y#� i I % mI vA vA ail vA &,.r a ,A,�� � vll N P.U.E d •o- d' 1 I _ _/ I-- _ I 1 -1 -- I�. 1 7 F +�@@ d e N° 1 +r_p-_U1E4e I f ml i I t i I .i I I I. 3 ml mi di 1 I ' rni mI NI ml i vA ml mI �dt+ O +9.72' __ .! ` -Li I u r k- ; T I ; I 1 / P II 20' /�� y » 1'� �6°4'6ti + ''f 1 ______ ______ _____ ___--_ -____ _____-_ } ___ ______ / __J L_ ___ ______ __- ___-_ __ .-� ______ __-__ -_____ _____- _-___ r _ Ai P_�E_- -_- ___ _E _ __ + �'� p9 to ` i i i L..,--L,-'4„-..r_'_._"'_� �l ' vim/ v f f - 1 1 / / i "`�„ o o P. , -SU�U" v SD DO`- v i)PJ" v r v ! v�0 00'-- a { +` 4 °00` i 'I' �:op'-- • $OLIO'_ LANDSCAPEB »..,:..,_..,..._ -_� ;. ., ... .:. ..., ... .,.., .. 18' .,. e�r,r�-K., .,...-r-e,-'-,-,.:,, <..�. ...:.•...-.-.,�.. .^��. ..P_ _ .. .-. _ 1 TIPPER ,r--'- �....._._a::.. ,�,...,:.., ..,..:...�. , , -. .:. ,.-,-.,..-.,�-.. ^-�,-r .� .,--'-n-^'.� ._ . .. .. ..-> \ Js c ..,�,.. � u.... ,u-. ,. ..- .- - .., - -„ .^mi- -'�^-o ...•,,,„-•,c--. ... _. .._ .. ...-.T,-.>. ..... INLET' 1 . ,-� - a .,_. � _ ..... - ...._. .....,.-ATM--.. ....�-�---=.-,�-> ' l � va oo, ACRFS � S -> .; -. •nlNc. -. �� t -, -, _" - - F.r,..... . - :..: .:;�„ ,: 1 1 t N /F ( � , n , Sagewood Drive 18, PDT ,` ! 42 '' Sage -wood ewood Driv -' I ` ! `- `- '' -' - ' ' _.-•y ti • ' � --� 2T B-B ASPH PVMT, 50' ROW � -. �' �' v� -' PPE INLET � P°'E g � � �• ' � 8•---..,_ _,.-----�--'' ` t t ,Sa eWOOd �' f 1 RICKY L YOUNG 1 I - - - - - - - - - - - te• PIPE - , '- - - - - - - > -- -- - - 1 - -' 27' B-8 ASPH PVMT. 50' OW1 I� �- �- -� d _+ 27' 8 ASPH PVMT, 50' W ' 6 f s �._ i , Y�y`` / - - sr- lT - - 0 ,' �, i 5.500 ACRE TRACT r _ f /- r I 3 t (! ', � rj�f'=.,1-------' j �O 1 ��' --___ is•Dt• - •_6 f `50.80'-as-e -a -e-a5o.00=s-50.00su , 3217/36 ( `� 1 + JOkIN F�. GORNEY t ----- ---- ------ ---- ----- ------ ------ -r--- ------ ----- --- - ---- ----f ----- ----- ---- ----- ----- ---- ----- ----- - - ---- - - - -- -- / -- ---- ---- - - ` 1 7.0 0.77Is" ii :464 ACRE + / 1 I ! I P U E I � - 1' I I I I / I BLO 1 1 m rBLOCKI l r % n - CONCREIE m V�� Y2 20 -7� -- - I I Po pe \ . ' , ` ti7 e• .J , ! dlio f r 1 i P.0.E I I I I I 1 BLOCK112 I : $I PRE IR I `! 1_ / i t P.UE I I I I t+LOCK112 �' { 4Q� _..�,• �'.ryro b n. I j NI IrN ,� e3j ��1 4 b,__-�f_,____-cP a31 1 = a ;1 I �` I 'D 23 1 2 m b o o b b b b/' b b b b I i'1 '+ bl 1 0 l 0 0 0 l+` 0 0 0 0 1 -i�' '- F `�9 I + I 1 i to'i"r -an,d: nm ^o na ^Q �? �Q �o �R �o ^o / 1 v� 1 o,r o o 0 o o _ o _ o $ ' I_ o g 0;',/ o ,. o _ o _ o o I o '0 e'I Po a0 �0 ~\ - �'' 1�� `J.- I PUt£ "' 3 d N l d N $/ d N 6 N 7 d N 8 ,r N 9 I�pylj'N 10 ,1 N 11 ,, N 12 d N 13 ,i N (/ 14 1 � ,-r .- 1 h ui 2 n ui 3 n ui 4 n ui $ i 6 I` ui 7 n n ui 9 n u� 10 n,ri' 11 M - m 3 •' 1$ ri 16 ' 17 (, 18 19 20 21 22 f C: i m O O ems+ \1t I dJj� � t .- N �iW.- .- � � t tt n n N N..., N '!0��y1IN P] tt1 ��?ryyl�N it1 1 _ 1 1 N 2 N 3 m 4 `.'1� d \$ \ ' } / 1 r 1 i'NS.N-NNNN�-"'_""`N ..._--- - d - .- ^/� -...�` M e- tW.N. N O C• I. \' N 'N p S ml / d / d d d d .Y d d d d / d d d d d d' I a- (ccWWU (W �� i ' I ,, m' // vll ( vA ml VA % mI � r mi vA vA vI mi/ 1 ?F J i vA ail vA ml mi uA^ ml ml a I C MM A n � d .r .r A ; d� d d \ \ I i I I 'L I r ( 1 I I 1 I\ n I ----' __ -.,-,/ ^ .__ i + i to' f 1 t to o i - - t aA ml ml mi vA ml vil e vA mi ml o• fi I I I I J,.1 111 W I I I I I I I -._-L= '~ 1!1 0. 12 1� 1 - I � I l I I I I I I P•u E-I I I I *` t 1 \ 1 P.U.E 'L \ . , P.U.E I - 9 P.U.E \ t0' to m 10' / '} ,n• ., + _. ,`J _____ _r____ -__ -_ _-___ -_-_ \ __ -__ _ __ \ P.61 '" 29 P.U,E, . i 7 !"_ �� -. - -r . - -__ ,- --_ - - , - ----. - -l- •r- _ -'1 - - -I ? t t 11---_r- I fir' t t ( 0. '/ 50. r- -- - -50 Or ---� - ----'! -5--r ----1- ----- --- -A•-l:- ------ L----1nn -i•� -- - - - - - -- ----r --- -- ----- - 0 �- ------ ------� } 1-- t � 'f 0' p t / ---_ _ - / ' N47° 12'1 "W 245'�'.52° f 4 -- -' �. CURVE TABLE CURVE LENGTH RADIUS DE LT TANGENT CHORD CHORD BEARING C1 39.27' 25.00' 89'59'27 25.00' 1 35.35' S02'18'01"E C2 39.23' 25.00' 89-54'28" 24.96' 1 35.33' N87'45'01 "E C3 17.65' 25.00' 40-27'08" .21' 1 17.29' N22'34'13"E C4 149.14' 50.00' 170'54'16" 6 8.60' 1 99.69' S87'47'47'W C5 17.65' 25.00' 4927'08" 9 21' 17.29' S26'58'39"E C6 39.27' 25.00' 90'00'00" 2 .00' 35.36' N87'47'47"E C7 39.27' 25.00' 90'00'00" 2 .00' 35.36' S02' 12' 13"E C8 21.03' 25.00' 48'11'23" 1 1l.18' 20.41' S71'17'55"E C9 241.19' 50.00' 276-22'46" 44 72' 66.67' N42'47'47"E C10 21.03' 25.00' 48'11'23" 11 118' 20.41' N23'06'32"W C11 39.27' 25.00' 90'00'00" 25 00' I 35.36' S87'47'47"W C12 39.27' 25.00' 90'00'00" 25. 0' 35.36' S02' 12' 13"E C13 21.03' 25.00' 48'11'23" 11. 8' 20.41' S71'17'55"E C14 241.19' 50.00' 276'22'46" 44. ' 66.67' N42'47'47"E C15 21.03' 25.00' 48*11'23" 1 1. 1 20.41' N23'06'32"W C16 39.27' 25.00' 90'00'00" 25.00' 35.36' S87'47'47"W C17 39.27' 25.0O' 90'00'00" 25.00' 1 35.36' S02'12'13"E C18 21.03' 25.00' 48'11'23" 11.18' 1 20.41' S71'17'55"E C19 241.19' 50.00' 276'22'46" 44.72' 66.67' N42'47'47"E C20 21.03' 25.00' 4811'23" 11.18' 20.41' N23'06'32"W C21 39.27' 25.00' 90'00'00" 25.00' 35.36' S87'47'47"W C22 39.27' 25.00' 90'00'00" 25.00' 35.36' NO2'12'13"W C23 39.27' 25.00' 90'00'00" 25.00' 35.36' S87'47'47"W C24 39.27' 25.00' 9900'00" 25.00' 1 35.36' N02712'13"W C25 233.51' 225.00' 59'27'48" 128.50' 1 223.17' S17'28'19"E C26 31.61' 25.00' 72'27'16" 18.32' 1 29.55' N23'58'03"W C27 96.80' 430.00' 12'53'56" 48.61' 96.60' S53'44'43"E C28 34.31' 25.00' 78'37'59" 20.47' 31.68' N86'36'44"W C29 39.27' 25.00' 9900'33" 25.00' 35.36' S87'41'59"W C30 39.31' 25.00' 90'05'32" 25.04' 35.38' NO2'14'59'V C31 19.63' 225.00' 4'59'58" 9.82' 19.63' S40'17'48"W C32 36.45' 25.00' 83'32'13" 22.33' 1 33.31' N79'33'55"E C33 73.43' 370.00' 11'22' 13" 36.83' 73.31' S52'58'51 "E C34 39.27' 25.00' 90'00'00" 25.00' 35.36' S02'17'45"E C35 39.27' 25.00' 90'00'00" 25.00' 35.36' I S87'47'4711W C36 39.27' 25.00' 90'00'00" 25.00' 35.36' NO2'12'13"W C37 39.27' 25.00' 90'00'00" 25.00' 35.36' N87-47'47"E C38 I 39.27 I 25.00' 9900'00" 1 25.00' 35.36' S02' 12' 13"E C39 39.27' 25.00' 90'00'00" 25.00' 35.36' S87'47'47"W C40 3Q 97' 1 99; nn' I on•nn'nn" I or, nn' I zc zc• ..,,,,., , -,a,•., JE�RY CALDWELL 219.79 ACRE TRACT 12/4/671 CURVE TABLE, CONT. CURVE LENGTH RADIUS DELTA TANGENT CHORD CHORD BEARING C41 39.27' 25.00' 90'00'00" 25.00' 35.36' N87'47'47"E C42 39.27' 25.00' 90'00'00" 25.00' 35.36' S02' 12' 13"E C43 39.27' 25.00' 90'00'00" 25.00' 35.36' S87'47'47"W C44 39.27' 25.00' 90'00'00" 1 25.00' 35.36' NO2.12'13"W C45 39.27' 25.00' 90'00'00" 25.00' 35.36' N87'47'47"E C46 274.89' 175.00' 90.00'00" 175.00' 247.49' S02' 12' 13"E C47 39.27' 25.00' 90'00'00" 25.00' 35.36' S87'47'47'W C48 39.27' 25.00' 90'00'00" 25.00' 35.36' I NO2'12'13"W C49 39.27' 25.00' 90'00'00" 25.00' 35.36' 1 N87'47'47"E C50 144.66' 425.00' 19'30'08" 73.04' 143.96' N56'57'17"W C51 127.64' 375.00' 19'30'08" 64.44' 127.03' S56'57'17"E C52 39.27' 25.00' 90'00'00" 25.00' 35.36' S02' 12' 13"E C53 39.27' 25.00' 90'00'00" 25.00' 35.36' S87.47'47'W C54 144.66' 425.00' 19'30'08" 73.04' 143.96' S56'57'17"E C55 127.64' 375.00' 19'30'08" 64.44' 127.03' N56'57'17"W C56 39.27' 25.00' 90'00'00" 25.00' 35.36' NO2' 12' 13"W C57 39.27' 25.00' 90.00'00" 25.00' 35.36' N87'47'47"E C58 39.27' 25.00' 90'00'00" 25.00' 35.36' S02'12'13"E C59 39.27' 25.00' 90'00'00" 25.00' 35.36' S87'47'47"W C60 21.03' I 25.00' 48.11'2311 11.18' 20.41' N23.06'32"W C61 241.19' 50.00' 276'22'46" 44.72' 66.67' N42'47'47"E C62 21.03' 25.00' 48'11'23" 11.18 20.41' S71'17'55"E C63 39.27' 25.00' 90'00'00" 1 25.00' 1 35.36' S02'12'1.3 LINE TABLE LINE LENGTH BEARING L1 5.05' N38'52'01 "W L1A 5.00' S47'07'05"E L2 177.56' S47'24'40"E L3 193.1O' N48'38'53"E L4 166.69' N38'52'01 "W L5 89.67' N47'17'45"W L6 73.62' S42'47'47'W L7 95.23' S42'47'47'W L8 95.29' S42'47'47'W L9 100.00' S42'47'47"W L10 100.00' S42'47'47"W L11 100.00' S42.47'47'W L12 100.00' S42'47'47"W L13 21.48' N47'17'45"W L14 89.47' N47'17'45"W L15 21.48' N47'17'45"W L16 50.00' S42'47'47'W L17 104.52' S66'42'21 "E L18 19.19' N47'12'13"W L19 19.19' N47.12' 13"W L20 104.52' S66'42'21 "E L21 28.60' 1 S85.42'59"E L22 I 22.4EV I N42'42' 15"E 1. OWNERSHIP OF THIS TRACT IS FOUND IN VOL 2613, PG. 212 OF THE OFFICIAL DEED RECORDS OF BRAZOS COUNTY, TEXAS. THE CURRENT OWNER IS WELLBORN RESOURCES, LLC, P.O. BOX 3321, BRYAN, TEXAS, 77805. 2. BEARING SYSTEM SHOWN' HEREON IS BASED ON GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION. 3. NO PORTION OF THIS TRACT IS WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO THE F.E.M.A. FLOOD INSURANCE RATE MAP FOR BRAZOS COUNTY AND INCORPORATED AREAS, COMMUNITY PANEL NO. 48041CO200 C, EFFECTIVE DATE: 07-02-1992. 4. THE PROPOSED STREETS r WILL BE CONSTRUCTED TO AN URBAN SECTION WITH CONCRETE CURB AND GUTTER, INSTEAD OF A RURAL SECTION WITH OPEN DRAINAGE DITCHES. THE STORMWATER RUNOFF IN THE STREETS WILL BE CAPTURED BY A STORM SEWER SYSTEM AND DISCHARGED INTO EXISTING OR PROPOSED DRAINAGE DITCHES. DETENTION FACILITIES WILL BE CONSTRUCTED TO CONTROL THE PEAK RUNOFFF DISCHARGE TO PRE -DEVELOPMENT VALUES. THE STREETS AND DRAINAGE SYSTEM WILL BE' DESIGNED TO CITY OF COLLEGE STATION STANDARDS. 5. THERE WILL BE NO DRIVEWAY ACCESS TO KOPPE BRIDGE ROAD FROM THE RESIDENTIAL LOTS ADJACENT TO KOPPE BRIDGE ROAD IN THE MEADOWCREEK SUBDIVISION. THERE WILL BE NO DRIVEWAY ACCESS TO CORNER LOTS FROM SIDE STREETS. 6. THE EXISTING ELECTRICAL EASEMENTS AND ELECTRIC LINES WILL BE ABANDONED OR RELOCATED FOR THIS DEVELOPMENT. THE DEVELOPER WILL BE RESPONSIBLE FOR THE COST OF THE RELOCATION OR ABANDONMENT. EASEMENTS THAT CURRENTLY BURDEN THE LAND WILL HAVE TO GO THROUGH BTU'S EASEMENT RELEASE PROCESS. NO EASEMENTS WILL BE RELEASED UNTIL ALL RELOCATES ARE COMPLETE AND NEW EASEMENTS HAVE BEEN EXECUTED TO COVER THE (RELOCATED FACILITIES. 7. THE WATER SUPPLIER FOR THIS DEVELOPMENT IS THE WELLBORN SPECIAL UTILITY DISTRICT. THE WATERLINES WILL BE DESIGNED AND CONSTRUCTED TO CITY OF COLLEGE STATION SPECIFICATIONS AND STANDARDS AND WILL BE LOCATED IN THE 20' UTILITY EASEMENTS AT THE FRONT OF THE RESIDENTIAL LOTS. THESE WATERLINES WILL PROVIDE THE REQUIRED FLOW TO FIRE HYDRANTS TO MEET FIRE PROTECTION REQUIREMENTS. 8. A WATER DESIGN REPORT FOR THIS SUBDIVISION WILL BE PROVIDED PER CITY STANDARDS. 9. THE EXISTING WATERLINE AND EASEMENT WILL BE ABANDONED OR RELOCATED FOR THIS DEVELOPMENT. 10. SANITARY SEWER SERVICE FOR THIS SUBDIVISION WILL BE BY A COLLECTION AND TREATMENT FACILITY TO BE DESIGNED AND CONSTRUCTED TO T.C.E.Q. REQUIREMENTS. THE WASTEWATER TREATMENT PLANT IS AUTHORIZED BY T.C.E.Q. WASTEWATER DISCHARGE PERMIT NO. WQ0013850-001. WELLBORN SPECIAL UTILITY DISTRICT WILL OWN AND MAINTAIN THE SANITARY SEWER SYSTEM. 11. THE EXISTING ON -SITE SEPTIC SEWER SYSTEMS WILL BE REMOVED OR ABANDONED IN ACCORDANCE WITH T.C.E.Q. AND BRAZOS COUNTY HEALTH DEPARTMENT REQUIREMENTS. 12. ELECTRIC SERVICE FOR THIS SUBDIVISION WILL BE PROVIDED BY BRYAN TEXAS UTILITIES (BTU). THE ELECTRIC DISTRIBUTION LINES WILL BE LOCATED IN THE 20' UTILITY EASEMENT AT THE FRONT OF THE LOTS. ADDITIONAL EASEMENTS WILL BE PROVIDED AS REQUIRED BY BTU. 13. THERE SHALL BE A 5' WIDE EASEMENT FOR ANCHORS AND GUY WIRES NECESSARY TO HELP SUPPORT OVERHEAD UTILITY LINES. SAID EASEMENTS WILL EXTEND 20' BEYOND ANY UTILITY EASEMENT. 14. BUILDING SETBACKS SHALL BE BY PLAT AND DEED RESTRICTIONS AND SHALL BE AS FOLLOWS: 20' FRONT, 10' REAR, 5' SIDE AND 15' SIDE STREET. 15. IT IS PERMISSIBLE FOR ROOF EAVES TO OVERHANG INTO THE 5' SIDE SETBACK. 16. TOPOGRAPHY SHOWN IS FROM AERIAL TOPOGRAPHY PREPARED FOR THE OWNER OF THE PROPERTY IN 1997. 17. BRAZOS COUNTY WILL HAVE NO MAINTENANCE RESPONSIBILITY OUTSIDE THE BACK OF CURB OF THE STREET. MAINTENANCE OF THE WATER AND SANITARY SEWER SYSTEM WILL BE BY WELLBORN SPECIAL UTILITY DISTRICT. MAINTENANCE OF THE SIDEWALKS, STORM SEWER, DRAINAGE AND DETENTION AREAS WILL BE BY THE IEADOWCREEK SUBDIVISION HOMEOWNER'S ASSOCIATION (HOA). 18. ALL UTILITY LINES PLACED UNDER THE STREET PAVEMENT WILL BE ENCASED BY A MATERIAL APPROVED BY THE BRAZOS COUNTY ENGINEER, UNLESS A VARIANCE IS GRANTED BY THE BRAZOS COUNTY COMMISSIONER'S COURT. LEGEND - EXISTING 'CONTOUR (MAJOR) 300 EXISTING CONTOUR (MINOR) ------ --- PLAT BOUNDARY ROW LINE -- -- LOT LINE m------ PROPERTY CORNER ---_--- -- PROPOSED EASEMENT LINE BMW ffm 90 PHASE LINE - - - - - EXISTING EASEMENT LINE -GAS-GAS-SAS- EXISTING GAS PIPELINE - E - E - E - E - EXISTING OVERHEAD ELECTRICAL a EXISTING ELECTRICAL POWER POLE -T--r-T-r-T-T-T- EXISTING TELEPHONE LINE ---" EXISTING WATERLINE ---S-6 S� -- ---- PROPOSED 6" SANITARY SEWER LINE _y S-e�- PROPOSED 8" SANITARY SEWER LINE o PROPOSED SEWER MANHOLE ' PROPOSED SEWER CLEANOUT WATERLINE -v" tig ` PROPOSED 8" WATERLINE ""�""2 PROPOSED 12" WATERLINE - F,H PROPOSED FIRE HYDRANT -----n-S;-ET-- PROPOSED STORM SEWER PIPE r4l PROPOSED STORM INLET C PROPOSED CONCRETE HEADWALL - RUNOFF FLOW DIRECTION I-•=�--• Wiz•- PROPOSED 4' SIDEWALK VICINITY MAP f14 ® it®- 11 56, 1 100 n , PRELIMINARY PLAT MEADOWCREEK ACRES� N I 74.742 BLOCK 1, LOTS 1 THRU 22 BLOCK 6, LOTS 1 THRU 19 BLOCK 11, LOTS 1 THRU 14 BLOCK 2, LOTS 1 THRU 32 BLOCK 7, LOTS 1 THRU 38 BLOCK 12, LOTS 1 THRU 22 BLOCK 3, LOTS 1 THRU 18 BLOCK 8, LOTS 1 THRU 44 BLOCK 13, LOTS 1 THRU 22 BLOCK 4, LOTS 1 THRU 36 BLOCK 9, LOTS 1 THRU 24 BLOCK 5, LOTS 1 THRU 11 BLOCK 10, LOTS 1 THRU 36 RIGHT-OF-WAY DEDICATION 0.12 ® ACRES SAMUEL DAVIDSON LEAGUE, A-13 BRAZOS COUNTY, TEXAS SCALE: 1 "=100' OCTOBER, 2004 OWNER: REV. NOVEMBER, 2004 Wellborn Resources, LLC P.O. Box 3321 Bryan, TX 77805-3321 DEVELOPER: ENGINEER: Main Street Homes - CS, Ltd. 900 Congress Ave., Suite L-100 Austin, TX 78701 T CON (512) 801-8832 General Contractors SURVEYOR: Ginger L. Urso, P.E. Brad Kerr, RPLS No. 4502 1707 Graham Road Kerr Surveying, LLC College Station, Texas 77845 P.O. Box 269 College Station, TX 77841 (979) 690-7711 (979) 268-3195 I AN i ;_ T m A g YO970