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HomeMy WebLinkAboutMEADOWSCREEK SUBDIVISION PP (2004)N/F r f { I f -` ALVIN C. VALIGURA & dP WIFE, DOROTHY A. VALIGURA ij ,t l WIFE, LORALEE SAUER J N/F Y� STA 101E 5.03 ACRE TRACT ! j 13.24 ACRE TRACT ROBIN HUDSON SUdDIVISIQfJ N/F notl ( E j J t r i DARREN G. MENN AND BARBARA LAYMAN WILLIAMS 1 � M } m 359/529 ; �� ' i` } t / ` 795/728 J 3276/8 ! (PLAT) / ; J \ 1 \ / WtFjE, MARY C. MENN 4 895 ACRE TRACT t " �'r'''* , �' .-� �,, v. `� "'�-----._..___----~,;.i, r' .-,2:92 ACRE TRACT ! O 1 n 42 . LOT �� _ i 5206/196 ff A S4 7 j O O tf / 1/ 5173/239 /� -- - .' f -e _-s-1_-__-__ _ •_.60.00 - _ 50.00--_50_D _ 50_00 _ 9• _5D_00_ - a.DD - C O i, " '♦ -L rr, 1 / ,°• - ter,-0-D0-_ _ DD 50_00_ _ 50.00 _-- 47 ,1 8 4 E 415. ' _ T-- - --�- - 50.00 ---_ - -;�50­ -- 50_00 _ 30.00 60.00 p 80.00 50_00 50.00 L 50.00 50_00 50.00 _93 _ -----m - ---- - - - - - - - - - - - --- -- - 50. __ _00 50.00 50. 50_00 50.00 1� ,9 . 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SD' ROW INtt7 ,! "I yo• N 1 \ a� 00_ J n: �` i. --.. - - - % 27' B-B ASPH PW7 50 y s1 PPE _ F >.W - _ -- ---- ----- --- -- ^-'G 24 PPE _' e^... r INtET . i } m , i I BLOCKI3 I P.0 E I 1 I Ir I m - _ X II I I 1 f' 1 �B 3 \2ot__._ o { o �1 - ---- ------ - --- - -- - ------ t/ ----- �-- -__ !.. " 1 ;... 27 I I M _N4'17�14 1 It --- -- -- --- ---- - - --- ------ --- ----- ----- --- j , y I' '�' E� r il\ r31 T'It e3{ e31 ,31 .�/ �1 1 OC P.uE qlj I o ' i I J „l�I OCKI I 1� I , 1-- - - I 1 I I i i 20, - J �- (! I\\ I t 1- _ / I 1 1 BL�C 4 f :t mr. r v 24' i I v O o•' o` = 0 0 0 0 o' rl 1 1 r�l-"`-•,. dotram', r3j / � P r t ' I.E PE o o „ •� i I ^.._..�- ,/ e3j [31 e3i t�l =1 a le I `� O•! t OMAt AREAN0.2 3 n do 0 0 �f� n o L 11YYyy���po n p\ ! Yam) r�i s31 1 I +n 1 t0' 2 �� 2 3 4' N,� S� /v Nip 7 N O\ N (� N i�O �N 11 N aN N <N O '..l 1' - I O O O O O O O _ 'O p ` O O O O/ O O C 7 �� P.U.E `I !3j I zv' coNCREtE t toil ml yl aI a a \14 . 15f 16 f7n / N o ,f o o"- _,t o 0 of o o i. ^ I 0 0 1 N F I� 12� 13 ^ !. n h n i� i� o % o 0 o p o p p/ x n- r �' iv CON( L 'n [.: , `• r,../ m ml � ml yl \ai m a. ,,. a i a i i a 181...�1� €_. ----1'-,! N 2 N N 3 `� 4 5 i� .- .✓ .- t N N f O ca._.._____.. O 1 to °B �� 1 / ml ml ml ml tnU toil ml I i� .... 1m ,;i uil a a "a a 6 �r N 7 .r N 8 v 9 .: ,, ` l N 11 12 N N N N N µ N r`�i I� \ I 1` Ui F `" i� n ai E^ E 1 RICHARD MILLER AND -c 1 1 I �,, 1 1 ! I al I in ' m mi ml .r .r .r •t• S 16 I 8 .^,\9! I 1,y1 mom' ,o'z4 t T t ` r r'-r - I I I r: ml mt m1 14 1 tv� 17 18 1 ,�C'1 ICI I� I ao- F t ♦. I I 2v1 I 1 ' ,;j i ml mi ! ml mI ail ml ml •' a1 `� i .t N N ! 1 (WIFE, KAREN MILLER O� 1 I 2 `` / l ;_ 1 'i a i 3 ' illy o E i f I I I I j' f I 1- - 'f - ul ; vil fml I; I 32 yl , 31 N, 30 ranl 29 v i I/ �, P.U.E _ J �L\. 'lam i'-.-' V CA NO. S&°� �: 5 fff 5 to L� ' --- - r' t 1 c 1 BLOCK 2 1 I nxABrncE `\ I 2.136 ACRE TRACT 72 P. I I _ _ / k 4tD I I I IG/ `y I - - - - S P.uE / �.•_ -_ s i o:Y1 1 E 0 o.ozacTs T oo I 10.00' N ado Creek DrivQQ,�, m�o. � .oa o•� ' ,o .�• - 'sCroo' �50.00' S_o.00' so_oo' - _ 1 3a''e-B H PVMT, so' Row t t 1� O.6 P R ATE P QC r+EApwAu t F 1 1 t l !lam �` D. fl , 1 1 +, 1213E-365.74 t % 1 1 W 1 , %/i' 1 l 1 5 t 1 m do ! I �.s35:7d t� q� 1 BLOCK 4 1... lBI CKt 4 t N 1 I 1.8 A D % id r a I I 1 t 1 -r' �1 !` / ,• 1 \ lr ; i 20 SAMT s, oRaNACE L R A AGE t �r �f , I'. n'. L ; a I-C•�N9 J_ U� W I �`.'•`'j '•- .- /' - 38' PPE I�•1-��,.A -1 I m m o f _�. - o --! - o o o �� 1 0 oBUFFER ZONE_ r fr9 SEWER r s• tmAo,ACE EASEMENT t O _ V\ I V /'fiTE _ 8 2 , - - O i '-_.. CHANNEL , I _ _ _ - /t ,r,' �� 36 35 34 "---33 32 1 ` 30 29 q� p O p 7� t (V Oi I ` 4 __ Y. __ _ - _ ( 1 I M g N . N - J 21 4 1 t 1 l-•-' l.O1YllYlON f E .00� a so.ao• so.00 , _S4T 1 ' 13"E-9 00- _ _ - - _ i I m � N-'- 3' o p p o - 0 26 25 4 23 22 t t r r i _� i 1 I m !��j�I f���yl�I T, - O W l.!_ �_ n N .N- (W� N .N- MN O O O\ i AnPA f \ I _ ti .u.E °i• �� ' I � \ \ 50.00' 50.00' 50.00' SO.00' 50.Q0' 50.00' 50.00' SO.OQ%` .aa', 5D.00' 50.00' SD.00' S0. ' ' 60.0 ' i at =-/PAR n ��� � a a �' ^ r chi al al al �l a' a'� <•'� r � �`� /`~ N I \ 1 � PPE j l f \ i t \ i� T 06\ n .�. ml mi y ml 1 ml - I _ I v BLO 6 r ' ♦ \' d Jr i� ? /` I 1 I J alo / `I Gi o .r Eel FYt i Ytn t r{II- ml N0. 4 I 20 WATER LINE EASEMENT x O I\ I }I i 1 I I / � � / f - m n / alp toil , I i% i fl I <( I / I I zo MEET I 3.12 W/z79 1 o v O } ' !_.� \ I , B 16 ../" -- - -- --- - - ---- - --- ----- -- ----- - \� ,1 r 1 %#F -� 1� �'I \.._I f a_. m' call i ' f' f I S a i LO I a __ _ o 71•0.- O `•� o no no no n• n -' �- } c'a sal I,, ImI I `i I I.L p'1..�0 n 1. �, o, Colo 'Alm I, - -r 1 c- ..� c^ O -�` p ` , '.:t 1D E TE N TI 0, I /_- n _ 1 O E- o 0 12 13 r 14 p p 1 0 1 I t 1 + __�- J` t c+-.._.S s----t - O N N N N N Q p - a 'E• E Ten E .' - 1S 6 17 8 O 19 1 -3 ,/ , '-V""" 1 f 0 s 119 37 - I t N N ,, `.., _. o-- E d n 11- (50 ACRES % 1 w^ 24• \ I C i 10' / .F• ,,, �, M N N , N 'd O O 44 rr �..� ..:. ' Imo- / S E ml ml ml ml a -S a �' __ c�Y� { N E a a N I.fl I I 1 i MereditJ�'Lane y_ y Y PIS '`' + j f i I i _ AREA , c� 0 4�LOCK S I o �j P.U.E zo t ml d r Tr. �1 mi 7'"1 1* a to 1 t �4• \ f ' 20 1 ml vtl b I a I =' o' -- , is 27' B-B ASPH VMT, 50' ROW - IN T p®pE i 'm 1 �' L _- `, i \ `- •� !'�,. a..l .t A I E105NNCI POWEVNE ( , s , I o 1 ,� ,,O��py _ MILE aI , --- - - - --- - -- ---- - ------I =- --- -- --- ------ --- - - } PUE eE uoNEo f 1 V %41197-L•W i Y t (' vs-_• `•� ott 1En'S - ---- ------____.._ - --•'' s -1 1 --; I29• ,..^-r:_v 5�°0`- I / v I ` 1 ;5 L-'"--^, ' ,..:._••".'" -'�"� !`/ 0.22 ES_C'` _ --- -- ------- -- ---- - __ -- - - '\ -- .. ":c:. .. .:.:,. .:. .. ..... ....... .. _ ....::�.�:.u.:,��.:'.,.a.-_.:_.w..W:..:.:.; �D-°°•` .'.--� � a -- - - --- ------ � t � .y � �--- _�,._^ �>,.: ,--w.,....:w�.�.:.�:,._::_�,.-�.:,....�.�.".. _ - ...---ref _ � I I - �---'�_.`"`•-.._.. � . I � � �'mEA1MExr 1 O �� 1J1 A"r � t Mefe(h Lane \ JJJJ \, t ll i \ , 27' B-B ASPH VMT, 50' RO -> } MILT t y ( 24. 1 ^y i-s i r 0 - c'Id/____�,_,o s�,�t '�io t '�io1 n, �' �� 'r } { j r/ I -s rt} ' N/F N4T17'45'W _ I J' ` .� �.1 ,____i �0 0 -" / n�- !/ v o _ o n ` "1G"' E. I f t 119.2 ' 20.00' i / PIPE I I n- v? o n n© n O n� o o p i I o p t I ta' r- -- LARRY G. YOUNG P I 4 =rpp_ y / t reux 4 aO n o 9 N 9 d N 10 aN 11 N 12 13 ' IN 140'"1�- 40 16 vO iii. �m ° P .E Q 1 o is WATER EASEMENT s50 00'- t 1 a N _ N N Zv N iv N N 17 t lI8 --4.9 _ _ 5.500 ACRE TRACT j o i a`OAO- -50.0°s ® l �'� 8 s SIP .r N `N N N I N f -_._ { I --- - --- _�'` o N v,j rni m ml .r v id' < 1 ^- 1 ___-_ 1 _ \ 1 iN J ali ml m ml i �, o s74/ses P t _ ---- ------ ---- ---- - - -- --,'-5-00- s 6 C -- fli6-- - "� j -1 --- - 15. r�1 a 1 rG--•-'.--^` I I I ! I ! I � !'rn `� I s' c`_-_..,_----_-'__.-'. / • 5 v 3 i BL� 8 ^2-48' POINT `•��.,,r 1 4 (, 1 1OCKI P U.E I I 11 11 1- ---I - I---- f� i I ''I I' I BL CK 7 w !� 11 r -- �`� 2p I do M a N m' I �' I I ; 1 1 I ^` k, i ! \ 1 N4T17'45 w1 1 I I I I {j I 1 f'I aft �t'�I I I I 1 ! l \ I I P.U.E i t I / s� rz 5t Es 1 I v r Q" 119.11'�� I 1 0 [` n - ( °� +� +�' I _ >111 , / I 1 :1 r'I a �N a5o. o o. o'N ErE n - .�-% "t c41 a� -. 1 I % / Nip S. 1 i f" _ 1 gp b_ nn��,.,, o :o_-.._.� vI. 4 .r I4d.0)°• I O I J o '` o O . i'ti nDOHy16 O 1 0 18 a m toil D+ 7' -r, ij O^1 .i N N.N.- Y� tV N5N 6 / O N2�._m15n-/qui uiI PPE I - 4 _.1 . -/I4 2 I - _ 91 _� _ \. ,w I �p j - c' v, - dr,'-- - •t t_ ; iN - _.N, __ N -a I - ✓ - 4Z72' I3'E-120.00' x' „� _ 1-_ �.. _I -f- - .I- I 4 'C`'�y;�-��- v •'-eg[- v-.-v i�� v_�-- v �nl v I _''"r, "d"= - ..•Ltnl f ref..! �„J ,In .'' PIPES 1 z�'S4 'PP6 ---''• o�'// i k-� --- �+---= --•I- C 1.- �_ __ v v-� v-f01_-v .-v v v f ♦ ! .J' l � / I CO i � M '\' / _1----__� o t I `° • t \ , - `\ EX WATERLINE ts• A1ER EA 1 % / !/: �,Qjjl, % , J 2Y _T t t } t CONCRETE QF •"I v,J 1 _ _ CID eE AeaNDONEv P.U.E I t 4T 3 .p S t - __. i ti. / .!/ '..../ PARr/ j/'. _ Sh�i`72'13'E 51=WER SAWAIRY > ses x 4/a to t i - -. r VP I V _ . HEAowe�l 0 I ' o 1 1 f BLOCK 8 �• ---� - �, -_ f=/ �r / 11 t sr ss _ _ _ _ _ N4T17'as'_wt_ . , r 1 _ s .oD, .Do , _ - .00' F !`` �il! r f -3 8° 1 1 118.94' / , d 1/ I' f '1 $LOCK,7 ; \+ " S , y 1 �0•�' S0.00' 50.00' 00E 1 50. 5d0 ^ 5000' 50.00', 50.00" 50.00' ( AI N AGE ;` ! ,! 21 I 6 , b i / i j P 20 i 00 i • I /' I I , ;BLOCK 7 � 1 142 �E } 1 ., -- i f I i Y 1 ' , 7 ! q i f ' +�' I I I I I 1 i I l i j. t ;t bl BLt�CI{I I HEADruEI I %% t,^ t % BLOCK& I ,/ ----- ----- ---- - --- 7 rn I {, I _ o 0 0 o _ n - - {� eft cat 'fl ! f .^y �:4 ��"'*1..,�, '�:.._- "1-..,�- _ -TE N TI 0 N k A S4 2 13 E _ r'3 (- 24--------------+ 7 i I 38 0 37 o O o 0 o n' I lit 1I '7t I D ! ! % 3 0 35 n. 0 34 0 33 o 132 d o 1� 0 30 29 0 0 0 o n n• o o I I s'+.""'.. A 1--- • t I I' I of PPE I ti. N4T17'45"W - 118.8 I N N N f N `r `!' a v'o m ui us n o o I. y ♦ „ m / ,,. m ,* iri vi ui ,� i. 3 i. r` 0 28 � q 27 � 0 26 � 25 ='' 0 4 0 23 22 0 21 0 `� a t !,r 720.00' cem,�,. a V' d' N N N V' .F 1 i� (� 3 1� _ O r n- n a 2D' WATER t iV ��`� �- �N N 20 f -J I ) O 0 O 4 i� O 5 i^ O n• `�`� y` O n �, I r�2 1 ' O p ' N N � •l rtt ti 1t) n n n l t O Z O O O O `--� L a .t ! „1 Zv iv Zv N a s a a a 1 61N O ni i� j - m // 1 M o t ml m mI ml ,71, / < .t .r .t a> N N \\ H N N N `r o o __-T` o n p n o 9 10 o j / t o o l �/ , e O p .r p n i 1 303/276-"'""r' ti j 20• , toil • toil ml ml ml '� a err'- E .t ( 1 j\ --22- - �, , \ , % RAINAGE ml ml ml mi ml i I to a <� _ / C N i' l ar _21.. t�.i 20 19 ! RILE ! c I 1 I I 'e. zo• `'�^ �i " I 20• a a'- a � a *~ � !r N .r n� I I o -.,. 1 i I I .u.E ml ml ml a1\ I Ct N 1 } + m I �----- --- -- f ---J - - -- --- - ---t 1 h. I 1 1 u ml 1 ml -.-�-, \. ""`I t _ 4T12'13_ _ ,� Z� al I 15EasEoiTExi 1 I P ---- ---- ----- ----- -=-- _ P.U.E ; ----- -- ----- } I i I ! !� 7 - �. ' 8 j 1 I r! uE ° 1 ------ ---- ------ - - , 1 I I \ \,w i S 120.00- ml in 1 --`W'� - \ ------ ----- --- } I I ! 52.38 .., ♦ / ( 1 f' 20, -iT - "gs0oD- v 1 - -- ---- - ------ --- = ----------� -! e9 . �\34 A RES1 r o BLOCK8 1 t1 I 1 't t - i e • ., i P.U.E !, p5' ♦1 �! ♦ , C....,_..,._...._.... ,..o;�:-�r�.1._-:-,r,•.n-^^r ..: _.z:::. ............ .-- .,..- h..:.._.Y..�.,...c,.. _ v -s _ v �`` '� \ 23 I L-__L_ - ____ L_-_-_ 11 kh• T7 0 ! ' L 1' y ..::,: - .ww...u,a-�'-' ....,.;:�,.. - '� 1 I ..�.-•�,; ...-- r 1'4 - '� fi 4•' \ I j I C 9 N[ ,��. E f "-,•-`- - ._ - ° - - - - t 3 5757 - J 1 S4Tt2'13'E I v "�•"" ,� I } 1 � � ____ E E E e E -+° ,, .,,,...,_-•:t,,*-u-M , d, 10 \ l � � \ ' ) Pldmo t Lane_ - E _ .- E E E £ t -- � --. f E ____ ° -� _. ( -� ( -� � y / - y INLET �` l` / 120.00' t�:3'r•`' °REf , t+ J N4T7.7'45 W 1 •`r E E E - t / '-- E - c - - E2i-8 BPI�1 PTMT-80' ROWE y - E E E y j --� 0 out Curt zt. \ _ �24. ��I 1 t $LO+K 13 h - - - -"�f ✓E - ` �'i`t'g 78r ` �_ 35 a� / 4 '13" E _ 20.00 { - -' ` PE ' B-B ASPH PVMT 50' IAPE `\y �rX+c. / PIPE I 12 ' ` `� \ p 24 1 �' -' Western Sage Court \ ! 3 m _ ' a ' B-B ASPH PVMT 50' ROW I 17 I ' --- - --- �- i 1 a s m �f . I y T , 1 ' �- --- ------ -- --- - --- - -- _ so ono r o �W I S 4 '13 - 137. V r , m ---- ---- ----- i -8 �0,l10_. �, � t to' I BLOCKI 0 P.aE I f .�1 fl ,� I - L---- j -- , - -- {{`tt (. t ----- ------ --- s� ` •So a� - saT12013•E _ s� t N4T7T45T 1TB. p, }/ �1 f 20' I r--- - - ------ ':---- ----- ----- ------ -� tr i no rpO' `t i k, ----- ----- r a;tI• rlI I fi i` ' `' f F I P.U.E 1 % I BLOC 1 BLOCK9 \ ! : N j t2o.00' i I f _ - ., r \\ 1 is WATER EME.EAa&B T i o o / n o n o t n'o �+- -. .. j�.a.! ! I / I ,:'` i t�l f ( ) E3, / J t a i 1 I I I 1 ( .E 1 I ♦ 51.78 ! `x• I t m T- N F 874 a2i _ d_ I o .F:t' p ./ _ o :I' o / o p o !' o T` o.r I` o o n K' n 1 1 I E>'I I I t31 e'�I S I 1 \ice"-- BLOCK 9t} \ j(t 25 1 p�j I; P E 1 I I \\ •Og d• ~ i i �`7�'3% I 6 BARRY L. YOUNG / _�---'7- od En t I in n uis.' vi n mom' / vim ,ri`�• u k` o i. O 5'" o o / :t o o _ o n o "'op o r 1 w 1 1 / o ,ro 0 0 0 0 °�' \ ,,.� / 'n I f:7 1 o i/ �.? R� i _ _ S4T72'13"E ln• o d' 4.972 ACRE TRACT T qrr }, p.- j I o o 0 0 0 0 0 2 I I Io ,..� $+:.VI.K 5 I^ O C 1 N .�/ N 3 N 4 5 Nl 6 N 1,.,...�. N O N 9 N 10 '� .t �' ,�,q i-.,., 1� O t .a V O O t I ,rlI '�' a>' I j m Y; I a' f` F �• 11 N 12 �y/13 N 14/ N 15 N 16 N 17 `tN 1 N 19 i nw aci nri n i n nui �� p ' • 13 t _ I Ii np p n �} T 1 Nm °r J 120.00' t p C. p 1 I 1 (0 3217/44 rc J 11 I 11 I n xr tD i 1 ml vil wl vil d .r - rt 1 NI `� I m O o 24 N 2 a N 22 N .r .r < .r ,, of rut ,, ` ` d d .r o j o / j �. , i N 20 N �9 N 18 N 17 Nt 16 N 15 I� 1 I N4T17'45'W _ I E 1 ! I I 1 f 1 I --� .',,° .,,� . 1 i"' 1 - , r��SOI. I mii rni mI ml J mI ail i m OI i a i� , ,..� i $i nIN ''$`IUi nlui t a t0' 119.43' / k i I j 1 I I / ! t �i toil f toil ml F o ( y o I I[ o 12 •t 13 `xlc t 14 d N 15 rz 1 i l v t: 'f-P toil mI ml roil m ! fo �..! 26 t o i-} 1 .r a , a v 1 I 16 f' - = s✓J i to / ` s }°Yy 1` i n 1 1 t , CA NO Q� L ! i ,!` \ t o 3 1 1 ml ml toil v P U E _.1 i /rJ ;•-� 1' 1 d_ � I I jt D I r I I I r ml 'N� � �, j ro t N � Z•i .- n r " J l i P.0 E. o I, INLET I 7 1 I 1 2 IV t 54T12'13'E-120.00 N ta' N I NI I t5' DRAINAGE . 10.00 . i :00 so. .00 0. oo b ° '00 i- b.D 2' E= 0' _ _ _ (I 1 - 0. �e I' PIPE I, BLOC 13 ail � 1 EASEMENT t _ y 50. oo q Iiifive f BLO 10 4 I I , o. _ _ _ I 38' B-B ASPH PVMT, 60' ROV1 No l� (y j / I to k' - - - - - o. o0 0. oo" A I „ _ _S4_T � f 5_� 00 50.00' 60.00' I' INLET tt 60.00' 50. 0' SOf 60.Od ' C \ REsi li I l t I r t, r f BLO 10 t �I /BLO 8 f }7 7 \ o / I i47.49' 1 �C I d l y t t I d 1 1/ i j BLOCK 8 1 N } t y \0.15 A n , I Sri I I I it 1 / o r i 1 I .r I I rl �I �S. 11i f bf 1 o I I 1 I i an_ �' �I II- m I I I I I % �y,,,� vi L"'-�'w-� 1 t; t 1 / \ ,{ �a 36 35 /- 34 - 33 t�. 32 31 0 30-- 29 28 ';/ Flo t'lo 1' `yipI1� Ip / .1 o iI E'-I ' '°' raL 1 p_ i \ ,' I F 1 a'' sxl I I $% s'' j �' I I 1 I P.U.0, PPE . 1 \\'+ � m! n °� o a o '� o an• � nI,`�'o 0 o n r ,% � I r 1 •l "1 __- _- oN ! \ aN f/ N� idNN N, n,,,m /may ui 27 nvi 26 0�' 2S nN 24 2 �0 22 ^z? 21 �o :2O I I ui 42 4 O O f O O o no l 0 0 1 1 _{' ems'o di t': fit' 'e't ?'I N N�� f ' INN-"gNov'�N N 1 i �' 43 n ,n 1 ui 0 ui t 39 ui 38 n vi 37n 36 0 o d' �^ o� n o n I� . i.. � ,� o O a; '-t I 7 M a �_14 \ ! 1 v t,�... v, v l / ml roil,..__._• '>- , s-•{ 't _f .r aN• a N " .r'` a I f ,f i ..--. N N N N a�nry,1- .t• m N 35 1y'vi 34 vi `33 2 ( 2 m 31 �` (ri 31 ,� _2Q t` vi 28 i� ,� 27 1 1 11 i. 0 9 oil p d},,, `I J Oi- p p p M i 1 �: I 1 r toil [tea} iWWi ,l . TJ / a N cv. ui ui 1 I I I� 1`m d' a� s L / �3 �m '� toil mi ml rrr J N N n� n I� a 1�.- i.l u � I' ' 9.7z' `•-.a •vim �1� I I : � I -� 1 .. i ., � f % � ml ml �' 1 / ail^ 'r Udil^ tales v .r •- � v N ..� �N I I .t � '" '`'.a`.'1� I I ! •� „ ,,,..._ ♦. J ...•"'-"� � ' I I I i 3 � ( toil toil. I toil 'o- '•'\ n � N .- _",---�- • �N N N .rl '� 1 L p \ I { I I r \`,.._.._.-�!""_"`�. ♦ t B �, "''+, y B /!� 15.02'--- ----'= ---- -- -- ----- ----- - ---- ---- ---- ------ --- - - -- _ .. - ° _ P.U.E E I /J 1 O• > r T ail al al I 1^ %" J , 1 v "t 1 Zv i ! N ----- - -- ------ ----- I 1 f I I j ml ml alp ail^ k`I• \. v r- --- - f% PUE_ --_-- _-i --- i •PPE mi mi I I i N 20• " vi g L ! i - i I zo' .r 09 O I UFFE2 \ I \t♦ 'S00p'-' -Sp v§0DD- •y % ! _____ _____ __ _ _ ____ _ __ _ ______ _ P.aE_ ____- _�, 1 aE I 0 ♦♦ 10/ J 1 LANDSCAPEB 1 \ .. ._ _ _ _ - --- L t >� ' i 7' I �� _ - ' 0.01 ACRFS 1 4 ♦ � �• .:. ,.. _. , .._ ..- ,z^-.-.;-,T.-.-T.-;..,,..-:.-. ..:- ...:v-�.._�F ,T 1 \� 9 P.U.E I r 1 lr I Sa ewood Dri _vr....ii..sa...i:L,:awvuu_.+..L:.ra ..w.;�,,, •..::.,mt^•?.^^q^. ..:..,"--';-"---•" .-_:...,-.--�--+-.. .. JO.VIS�- d ...4...-........_.:..:.�;.�..�.._-- .. _ _:i- .._... MEET \ - I BOX tic NLEf ! I y -, .;•�.,-,- - - ,' 2T B B ASPH PVMT, 50' ROW ,!� - � ;• OILET 80. - ; .:; ,< ,,-. OCK 13 Y� - - -, la• PIPE y PIPE -d MIET r - 1 Jt v - r - r y i r ta.ET -d tiPE 1 i� 5 PPE !` �--.•.'-.-' h I Sagewgod Dnv , �. �- � `�� N/F N f� -- �� I r ��� { - - - Z` s'-" - - - - - - - -- - - - - ` _ y v' B-B ASP PVMT, 50' ow,/ %E IraET� 1' `. ._"._- - r t ' Sagewood Cb y ' S i ; RICKY L. YOUNG i Ato 1 �0 00- -� 3 - 170. 0 / r `- y E 27 fl-B ASPH PVMT, 50"Row I 6 1 p. GORNEY \ , _ �s�1_tr3� - o , i / ' S 7 h I i 5.500 ACRE TRACT / ---- ------ ------ - - '1 - 1 7 �I *� 0.77 ACRE C - I i f 20 - - - - ---- ------ ----- --- - m ----r ----- ----- se OT^ r 1 3217/36 I i 1 ! /1 P.uE I - -I' I I I / BLo 1 tB' mp �-�-- 20. ---- ----- ----- ----- ----- - ---i ---f- - - - ------ -- / $ o5000_s-5000'se " C m y T 464 f *hm a 1 I BLOCK 1 % - - _ --- ----- --- ------ - 3 / i �.` I �_. alp 2 �, { ---- lip ri:---r ---- ----- ---- -- -- '��I 1 i. C 1 I P.0 E i l 1 t I 1 i BLOCK112 1 44.1 ' r o --- ( m o n o 0 o n• n { A I ' '? �`- 1 1 L! ,k�2'- I j 1 /' �. -- -- - s , �,----- 'O�, q� O'v i V♦ I I i F n .r �'n o o o o a' o o �� d o o n o a o I[ x .y 8, %r _ _ _ 1 r� � '� } NI cONCR�E,i�E 1 N l 1 / RUE I 1 1 1 �LOCKi12 I_ �'IBLo�K11 2D• ^ I �V vv 09 5\' ,..�ti7?• I f _l � 3 N a v 7 In 8 ¢i 9 >n 10 O o o/ v O o, o o _=-- e I t v aN 5, n 6 N vN n t` dnri it Zvi 12 k`vi 13 t`¢i '14 1m 1 i�o i�o R 0 �o �o �o no ao : - o r n o< D ? �� N N a n n o o - c''�'' / /1 O /� ' o n J n 1 P.uE I 3 I .�N NN aIN I y~'�- I eft 2 N 3 N 4 nm 5! 6 t`vi 7 n n .i --- :� o o :* f O O n• n-I a �• a r Iv /� iN�N ui 9 t` ui 10 7` at 11 �' Tt:.y o o a o ,r o o I " a 1n, \`\ -+-:,.,'29• ♦•k I f . 17 i ri r ���- 19 i. 20 n 21 n 22 i l l 1 Ull ml 1 ml ml mt •'' \ / V' •i �} " i I N ^ N N n n m 3 nit) 10'•`' 15 n 16 �• O O O p ? p O O n 0 toil ml ml ml ml ml 1 J I % ml ml toil a^ a a N /' N N O C I 1 2 �m 3ui 4 n o I ' .i. ( ml ml a ����� - mN tnlN mIN 1 a lD 1 I / [ a a I toil' toil ti ml ni C A n a a" ,, r- �1 `� N N .r 5 �' to Q I tto' I I I I /� mi mf ml / toil ml _/ ml d i r \. n ------ ---- . ----- -r- ----- - -1 t N _ U � P. to' _�. �. 12 I � _.--1 : ail toil ml o l "--^. % 2' 0 , r 5000' _1 -__-_ __-_ _ ___-_ -- _ _ I I P.U.E j i _ = ; PUE 1 Y 1 I -- � fan' i - - vY�=n�v to j to 50. 00 0 i 50.0 60 S000.- - ---A S ---- - - _- U.E r _ _ /r ---- --- ------ -- -- - �f- - -J t 1 PaE '.. 1 .0 I ` t 29� P D. .1-'"., 1 R j.'r '} If O 1 11 t 1 1 '/' -.,� �... .r.,:... Oo'-,-50.0� 60. 0' - - 8 - 5 .\. L 86_ - 50.-'�`_ - --.�-r-- ---=�-- -'- .------ _ N47 121 W � 2451.52 r , - ,�; N/F/ JEf RY CALDWELL 21 .79 ACRE TRACT 1 7 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" 25.00' 35.36' NO2' 12' 13"W C45 39.27' 25.00' 90'00'00" 25.00' 35.36' N8747'47"E C46 274,89' 175.00' 90°00'00" 175.00' 247.49' S02' 12' 1 YE 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' NO2' 12' 13"W C49 39.27' 25.00' 90°00'00" 25.00' 35.36' N87°47'471E 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' 90100'00" 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' 90100'00" 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' 25.00 48'11'23" 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" 25.00' 35.36' S02'12'13"E LINE TABLE LINE LENGTH BEARING L1 5. 5' N38'52'01 "W L1A 5.00' S47'07'05"E L2 177.56' S47'24'40"E L3 193.10' 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' S85'42'59"E L22 22.46' 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. 48041 CO200 C, EFFECTIVE DATE: 07-02-1992. 4. THE PROPOSED STREETS 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. WQO013850-001. WELLBORN DISTRICT WILL OWN AND MAINTAIN THE SANITARY SEWER SYSTEM. SPECIAL UTILITY 11. THE EXISTING ON -SITE SEPTIC SEWER SYSTEMS WILL BE REMOVED OR ABANDONED IN ACCORDANCE WITH T.CE.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 iBTU. 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 MEADOWCREEK 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) -"""----"`�- EXISTING CONTOUR (MINOR) PLAT BOUNDARY ROW LINE --- --- LOT LINE O PROPERTY CORNER ------- - - ------ PROPOSED EASEMENT LINE WN MV PHASE LINE - - - - - EXISTING EASEMENT LINE - AS --GAS--- GAS -- EXISTING GAS PIPELINE EXISTING OVERHEAD ELECTRICAL e EXISTING ELECTRICAL POWER POLE -T-T-T-T-T-T-T-T- EXISTING TELEPHONE LINE EXISTING WATERLINE PROPOSED 6" SANITARY SEWER LINE PROPOSED 8" SANITARY SEWER LINE D PROPOSED SEWER MANHOLE ° PROPOSED SEWER CLEANOUT PROPOSED 6" WATERLINE PROPOSED 8" WATERLINE PROPOSED 12" WATERLINE �Fl PROPOSED FIRE HYDRANT -'-�-s -- -�- PROPOSED STORM SEWER PIPE M PROPOSED STORM INLET PROPOSED CONCRETE HEADWALL RUNOFF FLOW DIRECTION PROPOSED 4' SIDEWALK VIC INITY MAP - , t '� k tll •• � 9 t�i 74.742 ACRES 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 0.120 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, 900 Congress Ave., Suite Austin, TX 78701 Ltd. L-100 TE (512) 801 8832 SURVEYOR: General Contractors Brad Kerr, RPLS No. 4502 Ginger L. Urso, P.E. 1707 Graham Road Kerr Surveying, LLC P.O. Box 269 College Station, Texas 77845 College Station, TX 77841 (979) 690-7711 (979) 268-3195