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N NOW OR FORMERLY RIGHT-OF-WAY REMAINING TO BE DEDICATED ON THE SOUTH SIDE WALTER W. RUOFF, JR. 300.73' WIFE LYNN M. RUOFF OF GREENS PRAIRIE ROAD WEST TOTALS 0.175 ACRE (7,639 SQ.FT.). 1694, PC, 111) Z N!" 43* 069 0891,E �CVAOLLLED 11.18 ACRES) N 420 391 06",E 496.709 27 4� i , �51.00� 51.00' 51.00' .41 2. RIGHT-OF-WAY REMAINING TO BE DEDICATED ON THE NORTH SIDE 51.00' 51.00 51.00 5 51.00 00' 5LOOL� 9 .72' 78.3 .401y'It OR FIC -11-1 :4 OF GREENS PRAIRIE ROAD WEST TOTALS 0.224 ACRE (9,764 SQ.FT.). FTAA"" DONALD &,MAR ROYDER 00 t4rC11 I* Llj IM Aq- C> C, /IC1 04 CN C. I r, /0 (PER BRAZOS COUNTY APPRAISAL DISTRICT) ?_0 (CAUFQ, 3.42 ACRES) G `0 ov 2 C3 _jImo• 0 Z4 k _tz 00 E2 Lj Q (D / All nn, Asro pl 4p A w R - )-W- L.0 p 0 _j R )A PH r 0 00 Ind z EE C < 4214!247 E _j iMuo ic N 03- 34'/ 22" W lok 14 92.9 s 7 I i T 421 6' N 2e E Ou"59. I T I 4� (L5) 1-17;51- C I hfQW OR'FORmEus__, 1p U8 r�2 NOW OR FORMERLY 150 66.28' 1 15 ��7zoaq- -MARITA OT)ELL 4?0'�_ 41 -!---!EDWARD C. & eoTT M. & WANDA SUP ELLIOT (VOL: 2510, PG. 326) 14 N 421414" E 110.00' 111,05' -K ONE 12 I !: I D 7005, PG. 246) LOT 3 z:Mj / I �: (CALLED 6.77 ACRES) Cd___ I I ! (3 1 (Z� I !I/ C> 0-- 57 09, w T+— —110 — Ov ADJ D �J3 ADJ 4 5 QLJ _5�) 13 NOW OR FORMERLY Ly 5 NOW OR FORMERLY C' TOMMIE ALLEN CHAMBERS LONE STAR G��iS CO.11NE E. PALIAISANO r-r7m r_ m SHERMAN ALLEN NOW OR NQ� OR FOR (@E� 0 NOW OR FORkiER N -ow- OR FORM' WILL & SALLIE,�HLJDUN MATRON .,GRAYo AUGUfo 05' (VOL 343, PG. 759) 248,, PG. 476) & D? & P. t'll 476;i, PG. 227) (VOL 48, PG.' 226) j (9 q f t (VOL 109,221, PG .153)� 0 VOL �NA L. PALMISAND ty 9. - (CALLED 0.128 ACRES),, (CAI I FD1 2 ACRES) (VOL .872 ACRES) (VOL.�CAL�ED U.b2 ACRES) VOL /479, P�,. 230) -S 46-2x G CALLED 0.8611 ACRES C [214 18 O'� w 723. 110.00' 110.00, '111.05! 0 17;N 4 19 G u G 0 1 1 — b . J? 110.001 111-.05' 1 S VV ZZ/ &_y _S6730. so. % PHASE TW, (230 APPARENT 3V 7_0 Of LONE STAR 57-30. UT S 47-20,0-r — sg* (8—.872 ACRES) WCA 1 t\ 12273, _EASEMFMT C' liow --:54 1 /T11O 5' -44- NOW OR FORMERLY 9 U2 17-, -20-07 J @ (9 __ I I I s PHAS 1 B tO -SA7 - W PRIVA Er PARK i - �:30,5,9- w__ ALVIN & RETENTION DETENTION N 42-14!24' E V/ JJU.ULL_ 11000' of] F ACR IL 10 JEANIE V. GOLD 4, Im FACILITY 4 18 LOT --BLOCK ONE I 1Y �to Al .0 1 0 Q (D 22 r 0 S 47*2oo M,5) Nf421 712.86' v 1, 4?24,, E xOW E 1-2"9 IvN lu t\ r_21 A R S PAGE, _07 5.62� 2.30 ACR`E§) (C D 845 /74) I < _Z7 re) lz�� �� 7- @ u zw (N E�A C60 - AS RESP L6 C ry� QF to 1, A 471 5, 2 L2_1 T rn to 9 2-4' (D5 (D A -j _j (8 2 2@8 @ v - Lf) 5 0 Ow _;2 i i Ig 7 7� I _j SEE NO iz� - _ \\ , L, I i TE #2 #14 L,3 r I - SEE NOTE #2 2-2e RCP SEE \NO r%nt% I A A nt/C61. fit OLE R w L__ - � j 1 5 $�H�EE TL \ _7___ L I THIS SHEET F/L (IN)=338,3: TH EENS" PRAIRIE ROAD WEST FA (I 61 L �Fl 111, -6 rw ---GHE 1_ lo -w 6-%V P.U.E.7 6 � F P SE�` _oEy , ►° 1, f < Eo m PUBLIC R.O.W. DEDICATION SYMBOL - & LINE LEGEND _x— BARB–WIRE FENCE -Fm- FORCE MAIN —so-- STORM SEWER OHE-- OVERHEAD ELEC. LINE —w— WATER I INF _ss— SEWER LINE 0 POWER POLE LIGHT POLE GUY WIRE ANCHOR 04 WATER VALVE 9 WATER METER 101 STORM SEWER CURB INLET RM ELECTRICAL TRANSFORMER G GAS METER 0 MANHOLE a CLEANOUT c& FIRE HYDRANT 0 TELEPHONE PEDESTAL BUILDING SETBACK LINE PROPERTY LINE EASEMENT LINE P.U.E. PUBLIC UTILITY EASEMENT P.A.E. PUBLIC ACCESS ESMT. PR.D.E. PRV. DRAINAGE ESMT. PR.A.E. PRV. ACCESS ESMT. B.S.L, BUILDING SETBACK LINE LOT NUMBER BLOCK NUMBER A COMMON AREA HATCH /COLOR LEGEND 0 lrl% COMMON AREA – GREEN SPACE (MAINTAINED BY HOA) L COMMON AREA – ALLEY (MAINTAINED BY HOA) ®,. W I o I Z, 2�; , f. cq U ED N Nfar I�I_ FS�507T -^_6 7 A2/ gE-b t 67 _z (@DJ::3) 80 ___1 I 1A00. I L TELEPHONE W F PED. RISER (7. - 10 _ J-1 WTI y. N 41 -42 31 4o uu 29- 71 P C.- h- .9 l3f.39-) j -02 J 775.ro. K 100.00 to �S 50"57' W-13 L �n CD 4 0..6211 Q 7 i f 00 Gi- Oil -5 do- 11`0'0' 4 - Q J-3 C3 (93) o - LR n I L (BENT) J 17 do 5-- 7�_ --=--j L0 (BENT) 12-- 5 po .. 3 12 �7' OL] If I j vv 1/2' I.R. FND. I.R. 4 _y647757 E_125 ,1 i I FND. 0 SURVEYED BY: KERR SURVEYING, LLC 409 NORTH TEXAS AVENUE BRYAN, TEXAS 77803 PHONE (979) 268-3195 51 W -12R 51 5-30 L 335� U 2 0 2 t FND.129.29. :29._� 0--_ 1 C� & U2 An�y RFA V_ER�� < 71d- f - -27' Y 12 I X .4 U9 L� — — _- j 4 i &RII)IJ136. w 4 QX j -A I n inn —W-13 07 V @ Q) riv T i U8 (438 �q (594 /-PRIV; _E 46Z2�;3:�V —W-li7 R U4 f f P,c' IS 45-22- L J,_- --- -2 - 117.9,V 1cv f a 1, 9 1 L29.61 f2 --br - - 1, E ew ILI 115.75 iAl .4$' r 10 _ . - � I � { �' } j �'%`_�'_.. ,. l I l,`- ' 129.5V L \i I (DA o 11 U7 0 9 45722�36* E - 729 P5S Im 'fa 22 36 W "40- WATFIR VALVE W (o j r -7 n 9a MI Mnr -4658'17' W 1 8 A— PA 1A P ONE 127.00' X /PHA -3 .5 117.t L 66., - b cli 8li-251) 01 U7.00' 0 '(D : 405.6 A 2P60' 7.REP) f2-7—.41' 1�7�S7' 11 '36/2 9 _j m Y`i' i1 fill LLI �7 3ca,FV o 0 Q OD 00, 5 r 7 NZ.::/ jj75��'S6w —W- 12 C) 3 (3 PARK PHASE 3A PRIVATEit 4 0. II Lu U5 t L4 4-\r .0 59 ACRE�i Cw a -r- I 1 9' 1� I 11740' L\ 17. G lun l ♦_j t.01 , - I , z -_1 ou Q5) 127.00' 04 0 1W __ 5pi x (RD12 7311 2 12 Ll _F_ li L -1�,ss L Q-�, \21 �, \ C-1 -N ,� 3 w o 4 2 -7 R •N 40'5617" 14 . W.74! 66 it R_ Ub3 4 100 WA El B__ P �! u I ( ji (D F , I Q ' 15' PR .D D:E p 1 ----- - I a U4 14. A ES) U5 ; , I j 11 1 A ------- 67, L IF U9 129.86' 1.29 J 6 T __-04 L 'o 41 1 --�1,47 n -I,, n17 129.03' F, F n5 B 0 n2 741 I fill 1 (0, [IIE ;7 1 L SHEET OF 4 < 77 I _j u IliINA < P T NOT FOR ORD OF TELEPHONE PED. RISER 3/8- I.R. C K MEADOWS -%TVICIONT NE_ QTT T LUUAIION ,WELLBORN S.U.D.) 115.427 ACRES i A. MCMAHAN SURVEY, A-167 & SAMUEL DAVIDSON SURVEY, A-13 JESSE BLEDSOE SURVEY, A-71 COLLEGE STATION, BRAZOS COUNTY, TEXAS LANDOWNER INFORMATION CREEK MEADOWS PARTNERS, L.P. 2800 L, SOUTH TEXAS AVENUE < SUITE 401 BRYAN, TX 77802 0 0 _j - EMAIL: Chris.rhodes@oldhumgoodwin.com { i N FILENAME: 0547PF2A SCALE: 1 "=100' SUBMITTED DATE: 1/8/15 3800 SH No. 6 SOUTH., STE. 108G <77845> REVISIONS: 2/9/15 POST OFFICE BOX 9253 i DR -11" 'Y: R.A.M. COLLEGE! STATION, TEXAS 77842 CHECKED BY: BRAD KERR W.E. EMAIL: c*lvil@rmengineer.com FIELD BOOK: N/A PAGES: N/A (345/635) OFFICE - +979) 764-0704 RME CONSULTING ENGINEERS FAX - (979 764-0704 CLIENT NO. PROJECT NO. TELEPHONE F-46951 !)II PED. RISER TEXAS FIRM REGISTRATION No 0547 D1 CO _4 G ®,. W I o I Z, 2�; , f. cq U ED N Nfar I�I_ FS�507T -^_6 7 A2/ gE-b t 67 _z (@DJ::3) 80 ___1 I 1A00. I L TELEPHONE W F PED. RISER (7. - 10 _ J-1 WTI y. N 41 -42 31 4o uu 29- 71 P C.- h- .9 l3f.39-) j -02 J 775.ro. K 100.00 to �S 50"57' W-13 L �n CD 4 0..6211 Q 7 i f 00 Gi- Oil -5 do- 11`0'0' 4 - Q J-3 C3 (93) o - LR n I L (BENT) J 17 do 5-- 7�_ --=--j L0 (BENT) 12-- 5 po .. 3 12 �7' OL] If I j vv 1/2' I.R. FND. I.R. 4 _y647757 E_125 ,1 i I FND. 0 SURVEYED BY: KERR SURVEYING, LLC 409 NORTH TEXAS AVENUE BRYAN, TEXAS 77803 PHONE (979) 268-3195 51 W -12R 51 5-30 L 335� U 2 0 2 t FND.129.29. :29._� 0--_ 1 C� & U2 An�y RFA V_ER�� < 71d- f - -27' Y 12 I X .4 U9 L� — — _- j 4 i &RII)IJ136. w 4 QX j -A I n inn —W-13 07 V @ Q) riv T i U8 (438 �q (594 /-PRIV; _E 46Z2�;3:�V —W-li7 R U4 f f P,c' IS 45-22- L J,_- --- -2 - 117.9,V 1cv f a 1, 9 1 L29.61 f2 --br - - 1, E ew ILI 115.75 iAl .4$' r 10 _ . - � I � { �' } j �'%`_�'_.. ,. l I l,`- ' 129.5V L \i I (DA o 11 U7 0 9 45722�36* E - 729 P5S Im 'fa 22 36 W "40- WATFIR VALVE W (o j r -7 n 9a MI Mnr -4658'17' W 1 8 A— PA 1A P ONE 127.00' X /PHA -3 .5 117.t L 66., - b cli 8li-251) 01 U7.00' 0 '(D : 405.6 A 2P60' 7.REP) f2-7—.41' 1�7�S7' 11 '36/2 9 _j m Y`i' i1 fill LLI �7 3ca,FV o 0 Q OD 00, 5 r 7 NZ.::/ jj75��'S6w —W- 12 C) 3 (3 PARK PHASE 3A PRIVATEit 4 0. II Lu U5 t L4 4-\r .0 59 ACRE�i Cw a -r- I 1 9' 1� I 11740' L\ 17. G lun l ♦_j t.01 , - I , z -_1 ou Q5) 127.00' 04 0 1W __ 5pi x (RD12 7311 2 12 Ll _F_ li L -1�,ss L Q-�, \21 �, \ C-1 -N ,� 3 w o 4 2 -7 R •N 40'5617" 14 . W.74! 66 it R_ Ub3 4 100 WA El B__ P �! u I ( ji (D F , I Q ' 15' PR .D D:E p 1 ----- - I a U4 14. A ES) U5 ; , I j 11 1 A ------- 67, L IF U9 129.86' 1.29 J 6 T __-04 L 'o 41 1 --�1,47 n -I,, n17 129.03' F, F n5 B 0 n2 741 I fill 1 (0, [IIE ;7 1 L SHEET OF 4 < 77 I _j u IliINA < P T NOT FOR ORD OF TELEPHONE PED. RISER 3/8- I.R. C K MEADOWS -%TVICIONT NE_ QTT T LUUAIION ,WELLBORN S.U.D.) 115.427 ACRES i A. MCMAHAN SURVEY, A-167 & SAMUEL DAVIDSON SURVEY, A-13 JESSE BLEDSOE SURVEY, A-71 COLLEGE STATION, BRAZOS COUNTY, TEXAS LANDOWNER INFORMATION CREEK MEADOWS PARTNERS, L.P. 2800 L, SOUTH TEXAS AVENUE < SUITE 401 BRYAN, TX 77802 0 0 _j - EMAIL: Chris.rhodes@oldhumgoodwin.com { i N FILENAME: 0547PF2A SCALE: 1 "=100' SUBMITTED DATE: 1/8/15 3800 SH No. 6 SOUTH., STE. 108G <77845> REVISIONS: 2/9/15 POST OFFICE BOX 9253 i DR -11" 'Y: R.A.M. COLLEGE! STATION, TEXAS 77842 CHECKED BY: BRAD KERR W.E. EMAIL: c*lvil@rmengineer.com FIELD BOOK: N/A PAGES: N/A (345/635) OFFICE - +979) 764-0704 RME CONSULTING ENGINEERS FAX - (979 764-0704 CLIENT NO. PROJECT NO. TELEPHONE F-46951 !)II PED. RISER TEXAS FIRM REGISTRATION No 0547 4,,. / " 0 300 600 SCALE: 1" = 300' I 1� I I , � 11 �L_ _J_._"1 L_ ll� ,! �1 _ ���7111, . �1I � ;'„^ �- °� /� ., 5 :X y: I I 1 121 A. McMAHAN SURVEY, A-167 w SAMUEL DAVIDSON SURVEY, A-13 11 11 Iq • SECTION ,PHASE 11936/26 Rr ;Kc, . F z11, " zu� ^ ' < s >c> � n. i3 I 04ECTION�v {PH'AS A ;("I f 4 SHEET 2 } ,5 Y > ,h fx SH4EET 3 F` y_;: jv { 11 4 Ek : _ „' u Y �P AS r C,{990316) 'z f. L I \6. LL. , 114 l �: C ^4 /�ti h EC`fl X ,- x,ii f > c e . yCl./�'' r. "„y �� J < cz h{ k. \ / X _ ; ,, h - iC � S' h > , ,, \>;t>,� > �� > 4xc ? r x�v x > �`'�,} / �� t x ' ' `,X%vI v%xix } %>�,:�,*, - ,I 0 , , ✓�,yvC�..,. : <'„`^`�, ..,? h.. \,: ,C, w u . �> t li�? . „y z' c c .,SEC -TIO B F. E^� EE�v ;� > X , ntSEG11ONxZI3 :- <. Y 0 �x Y, 1= n v , } . ,. 0 E X HAS . , , X k F„ , . . > , /, , K ,, s`�x;z�;,, ,. ,� .. ..... _ _ _ :. _ - ,.. _ � . _ .. xPEt'A REE'.. _ . , .. _ _ .. _ d .�> ,. _ � _ _ > . � �. . 18 _.. ,v; .,� .> _ ,Jri �. 7 .Xi >- ,,, ,�{K:: /, " ,'C <3, „STs. ' CX� V �Y.. X:. x x.,�:.. ;<n"%iC: -'1 ; �`:, Y \;:,' i:E.3\; �>` v\ 8Q28 24$;25 . . Zs,o� �, S a�� fir �, xx '' c rix , , 02 1, t, < > xx^. ti xx n o 4' , h, Y, X ? �, x yti ;`` x " S,. x„> E > r c, h x PHASE, IE r z \ > r ^ x k x \ v a x _ > c �„ X\ << ; ? S;{ n ?�qm a X r a; SECTION 1B6n a ti,. >� w' , 9583 1 X „ �v f;. X < „<,> > ..,pSv�.. > ,,r,t<<„ ,tK _i..2 .r.d 'k h y_�4 %' ,Cx`;�v�; ,, w �, x S 'f "k Xi S; �,Gt ,•. �.o: '= Ci xX ��<„ <z ,PHASE�TYiO , » E� p }y� v i .`" , E , .."� ..� r ; C;,� ,c„ "C, i,U. '}.;: 3:,'7 X ,. C }",' S j<.0 t' %.r.., ^;\?"C'\. u 2x :> < 4. ,., I'llhx o ,, < �rU y > '` a .�: <'1. > Ga - x :� c c �, ate„ ^ ; w c ,, c. \ %�: n x, , " �X_k .:,� is _ „ ^\ . -; i .,,r., >: `3 . _x 7 .(, n\ ,�s:,. i, }. ",:,.. - ,,h E .;.,, 5., . , i ,n , , S, . .-. JvU... ., .., .}. ,, ..;�, x X .�,.a , �7,x>„� , , n,.,.. h _.> � ,7, L . �. XX\, Xx ?... „5 i12y c<cx < , >1: cc ,(, x>x meati r ti ; y., i �r t ' \ 5� . >' S Ty e �X. f o 'C.) - { �N � x5- SECTION y1 B /11 '? SECTI01�1 B z � �' I- RiCiiCul P� w � ?.ih: V - >:.}. ,. X ,',H \;v ,t-' , ,,ASE"XX.\ , T _ . U: rn S: \, Cso2aj24$ 21�.; 09 X <11 \, sots .248 251 ^ << 1 .,.,,- ,> ;,y a � ,; a I - 1:1.1 .;%YY`>,,>:>��XJ ..� , '�� 4 s S ,�� \. } ,. - \h1\ )_ a.m. \C`> �x F, ` ` ?X,� �� P_ 11v �� ; y 2 x SECTIO Oin Ill' cc - x >< r F o 1 IN, , 8 �� <v zkx ? �� hC' . �\ 1 ;/ �"f SCX,CX`<?'S.,�,, : \ X T? CC ,.-, " ,,, I .1 11 ��_.,;> u}C,X S'"tic C „"ham /�Tir \,� W `"` ��� T J Vr y. > <y `CX` ,ct :i k`,\ '� <.>r_<v' ^` t\ ^LXX,' " G,.�� s,., ,S __�-_ I'lla . r ., , ,. ^� ,t �11 r.% , >� �;_n EE OF 4 cc11 ,�,-���"",�,-�-,��-"-,-,.5,-",�� -,^-�",-��--,��!"--"-",-,--,,��,,�'-,�,-,',,,.��", .la , ,-�'_�----�-�l -1 , } h \ 0'>v , \" / <� 1y j lF c x 1 ^ \ �Q� J * , � _r �� , « >�� �� �TiON. V . \ S. �' �� ` cc€�TI��> < , � , , c III -u t °rSECTI.OR 7 {0 "; �_, ,_ ,\ PHASE �0'� 5 \ r G (PH 1) x " E(�1230�4%12}\ T�� j <aY 111 xx {cam' fi > �' ,',, x c c G °, � C o. < tiz U V N 6 �.r� r\111, k, :(PH ti� .,,� SECTION 7 TJX �,.%( 'I\y\ h \{�{ "i '� . "I Ib_t wv\._ k e\<' - - ,-\\ llll� .1PH 2A)11 I Y,. \,1x,.___ �__ / I >' x >ti>"�\ ,N:C T� X h7 h \tiX n Xc^ � ,-,-- - V� 1 /V x505 °y J O } x_211111111.11 .l_ 11, Y y �.,,- m c \ 1 }: X4 > ,,_5 X ,\�% ,,a xXXX4 > 7 " ' ; ,- / i / f�"`��/Z/Ii/ / 1. RIGHT-OF-WAY REMAINING SOUTH SIDE -1 -- / --\ I --,'I JNM OR FORMERLY [ r�-�/ / /// OF GREENS PRAIRIE ROAD WEST TOTALS 0.175 ACRE (7,639 SQ.FT.). r / ) I / --- ---- / / / / I WALTER W. RUOFF, JR. \ : ." -1z / I // � \— 1300.73 & WIFE LYNN M. RUOFF . I I/ I/ I 08n 694, PG. 111) \1 t I / � . I I � / � z 2. RIGHT / i 43* 06-' Vo 11-18 ACRES) " //-OF-WAY REMAINING TO BE DEDICATED ON THE NORTH SIDE . (/ 91 I - (CALLED � 11 I I I'll �'.,- " l)( \ IN �,Ep- - — / N 42* 3V 06" ,E - 496.70' 1-4 \ I / ' "'� / 1-11� ��,1,.,77111FZ - / / \ 41 4�--,?� �51.00' . - \ ') -----, '�i- - - Z)I.uu- bl.00 I t)l.uu ,�', 51.00� 00! 51.00 95.72- 78.37 -- � I .11 . // / / / / � j \1 I NOW OR ' Mr' ( . . z , &,; I � IL I �--11. — — — , — _ _ /�_ -, -- - r — __ I . `_7� - I - I - - / � I/ I I - 'J"uu .uu 44" —fT-591 — -t 7 -121, _ , a / / .- // I S PRAIRIE ROAD WEST TOTALS 0.224 ACRE (9,764 SQ.FT.). � / . / \ Q ;�) l, Ij , ; ,,- ., / r -g'L- - — I ,� ---- �t �/ / 1) / j 11 / I . - / / / I � - -� ul .1 11- . -,� / /1-7� / I ---�\ / 11 � 7 -- � , . I I 1---� ., I ,// / // , / DOI R \ / I it -!� - I . ) 11 / / � - / . b� �.< / �, 11 I 11 . , .�) I -- I CO -11 - - I I - I I I � - - s . to t, .4. - r., '", N. f 11 / � , / / / (PER bRAZ NTY APPRAISAL DISTRICT) / 9. I - - --� " 16 , ` - / / I- f � "I � I ' U 3.42 ACRES) I -�, !�:� f� i I �- ( D2 - _OQ) g I C- 0 - C! -- ui / Of : / / ---� OS 9 D / . 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I �� I z - - i I EMAIL: Chris.rhodes@oldhamgoodwin.com I ',�� I .�� I. 1�, �: -, ! ----� I I I' � I i "i 0 1 1 , I - -:-- \e -- ,--- / i -i 14 i r \ . � 9 I , , I . - I - . / 1� -N��tlw�� -.� I I (1) Q) - � - -- - , - , \ 2 " >11 --�� , I �, � - �`' -1 I � -1 ; � K-23 11 I.- L ,l- - 1�117-, � -i '' -- �7� . , - . �,, . � , - , - I I - 1�1 �- � ,,, .1 L 4, 1� FILENAME:0547PP2AI CALE:1"=100' i , , 6 11 � I ( I , , �-, --� � �,, *3�j , - ,- ---I�j / I G Ll - � -; 11 ', -I m6i 0 � Q I � - 1 " I- -- - i I I---- ------ f -- I 1,0��_:�-Izj, &� 04',-,-`�."`�� I ,,,� --+- - -,-�---j __-. --/ a .-fu -- *`V.44) -- I -71� �;)� I I 11 - _ : . I F : 11 \\ I I / - - - 11 � z i �",- I I 1� I - 11 I -& , "'-': � , I - � I 6 ", 11 L I Q �- i - -, i 11L—, Is 1 SUBMITTED DATE: 1/8/15 "6 U)t ! L L I , I -j, w -- , � 'to 0 Ol \�� I.:LL 1- - I _--:-- ,.,Ss - L r3800 SH � 6 SOUTH., STE. 108G <778457 (A;v/-/ - NIZ. -7- - -:t /� to � 11 - I � I" 1�1 q-- -- 1p, i � - I REVISIONS: I I � W26 ,1.% -tl) - - . � - 1 An'55"'if E .. - 1-1- -6.4 :7- I OST E BOX 9253 I '\L-325 - . -w - �!Iz� - -01% p �! I t -2�,- 1 1 - " . I I � I l it, I ; ;;�Kz?- V �- p 11 11 __ -----_ 0 �� - . . -- I'll, , � 1 129 74' \11 ,'� 1, 7 �- � I , i I D' ... N my- R.A.M. - ,-. '11"" I I V -L�" ,-. 1 7�� 1 I I I . .. (U4 --to,, 1 �4 - 4A 0 r! , F -,T- ( Lit - " I ;,.,�L%, L COI,T,ECT'F STATION, TEXAS 77842 1 1 ,I \ �!65 A Es � ,I-- " Q 6 i . 11 , ' ;- I i -(D Q ) I U2 , 15' PRA.- ',L -N! tL I 11 -- _f t jo _. 1-1 ,* . I , I - i / \ �, , L'_� �� -1 " 0 11.- I ,�, I I I I — � 11 - --�, I �- & 0LB&I 7" T - t ' 1 -1 , - L � 1E� RIJ. EMA11,: CHECKED BY: BRAD KERR * I , z r) ��, - .. 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MCMAHAN SURVEY A-167 & SAMUEL DAVIDSON SURVEY A-13 1 I I 13 `�-i- s-36*2s'o2 w} i 8 { I_ 1 / �-! C � V - I i I I i - - / ' 11 / /! 1 52/ , 1 N 41 13'36" E 167 I 0 � �it , � I I ;1 1. r i2o.o0 { O J ' - I; ` \ .- �\ ` / ' - - __ _� i\.; / f �;/ 1y` \ s s \ s/ �, w - x48' JESSE BLEDSOE SURVEY, A-71 i , � , �- _ �/1��� Q X - ,r1 " y L ; , , , ,• I L COLLEGE STATION, BRAVOS COUNTY TEXAS I , R3 l01 t : :,, 1 -�-:- '"'I S m 1 \ - Q 11 T � / _ .._ L - .� r ti R V� - I - (! I I -=--' .aa -�- n ¢ I o { +- 1 / A \ e V / / t �1-�-'�/ �/ ;I l.� r�9/ , zv ch 0r5 1 s U` (. '� t --. 0 % t,' ti, \ t �' /. . / \ �� ( 6. `i tJ'LP. Z I W.' 2' v� -` ¢ r PHASE ONE 11 *y \ \�,''.,��, 'I L LANDOWNER INFORMATION i Q 1 12 L _ 34'06'1x" ( 7 ' 1 \ \ \ / / '`O O y^� / i �' r y\� •Im I 6 . ��� i O �' \ - I MEADOWS PARTNERS L.P. ' � �:. � o g � o � CREEK r 120.00' \ % / ti ti o cn. 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I_ S - \ / / 14 \ \ \ / % i `J� % / �� 9 o �Y , = ` O hi r fD a . 1I 1 ti�o.00 1 � - i �\` -. \. \ \ - �f .-�c / / = \rn o `e� �"[ r� N,o l51 I _ w ' : 1 RYAN_ 802 a - , . , _, _ BRYAN, ... _, TX 77- -- \. . \ a n O { ' I I POND #4 w \, " .- � -- ,i'•- £ t � �. � �.r w9 li ` i - �,,.._._--� , \ ,... 1 .., \ ° \ � / .� P \ 6 L, 13 36 W EXISTIN I I ! 1� °', '� �: �.� , ^ \ \./ \ - �_ / ; '\ 2 ,y, y �tryN v dro 41 _ T a �� QQ I „ N 31_- 1 ---�� 1 n i . / _/ , ! / .a� , ,� _ N tz EMAIL: Chrls.rhodesC�oidham oodwln.cor GRAVELI I I i - 3 .62 6 t / \\ // / ✓ -- .. / p \X 2 \ \ '' \ y w >x /o' 13 i y\ ry c .- j v 12t s3 ( __ I 9 r _ o _ DRI i I i I 1 _-- , 1 , \ O \ = ♦ o Uj 2 ( , /'� \ / �,� , \ ,j '� g FILENAME: 0547PP2A SCALE: 1' =100' j i I r rn 1 A' 1 i \- 29.2= \ L/ a s Gy `N= / \ / \ \ \ i \ / / / i :Z \ ,g, a. _ _ - - � f a� j O W { IF ' I I ` 1 ` 12tl.00 \- l O 7 `e // / / U 2a a\/�•� ti % \ a +v- - - _ J 1 SUBMITTED DATE: I i ( t I € w 3 E '', \ 1_ yQ. \ / O \° E PLA it \ a \a `--56 a';�- - w ,1 , (1- 1/8/15 _ Ii I 4 - 3153 - \ � = \ \ / i. t / ,xti g __ 1 _ - 3800 SH l o. 6 SOUTH., STE. 108G <77845> - ` i 1 t 64 / 4 1 2, 1 // .ems 14" I 123.34' i to A, N REVISIONS I 1 { i i ' ` -5r'I- -�ti Q / ('�� 1 2 ` /� ;•, % r � o,�&� - ��/, \ C - -_ I-� POST OFFICE BOX 9253 . I I , i I n. - i� _ oF,57 t \-TI , ` , ; %'.� ..�':�'����1 \ -% \ (O ! / h :,., r• / '/ ..,/.r/a1 - % ei -. j. /'.. \�! 5 / '\ �' 1ry,� \ _ \ - - �I COLLEGE STATION, TEXAS 77842 nnn,aen, nv {� f } ` I I rn IV E _ P ,,l 120 00 \ ` - ', / r / r \ / i / o 27 �/ / ?� 11 � � �� w a / \ / y g ' utwvvty o J : R.A.M. I i 3i 53'x_,_ _ ''\ O //` - % % \ / /�+x, \ SOq - 15 - ---_- e' i f= ,, Y N L,. CHECKED BY: BRAD KERR - 0 73 '. 6 A ) q y l 6 \ J \ o ,o`° !�� �' ti 4 O • ,, / - _ - - - LJ -'T-I 15 Q v o Q 5 '/ _ EMAIL: C1V11@TiTleil�ffieer.COiCI FIELD BOOK: N A PAGES: N A { {'', I I \ N 3 ` \; ! Q ✓ i ! O 'y \ k �0�/yam [ 3 -fi i #�r9z-- \ I Sc7.16' N p P. % /- r� I , { 295 t \, \ /%- - - 64-0704 ry I�� lil, I , � ---�j ��-%___ � _ 120- � 4 � � ,- � �' �i -� , � 30 � oo ti .. Q;, � ,� �.'� � ��^�� 17 Mto �Ig � 1 . � •! 10 � � o, OFFICE (979} 7 RME CONSULTING ENGINEERS i� 1o' ty 31.535 �', '':� 7 v r 2 Q v/ 4 Ate ois �`LOi A V .Ri A , rye/ w O �,� 18 �Io I L �, �- 1�2.a7 VA' Q 2 \ \ ( Q V v ° ' V - (VA)- /' Oo N _v �`�' 25 �' �i• z[ �r �� / i J I 13a.3s' - - d- _ FAX - (979) 764-0704 CLIENT N0. PROJECT NO. ( , I , A 1 3 w' /-r, ( , ea. ! 1 �- / .-.,_ !"\ , _ - , ��. •� BSC � �A 11 , i of r 4 . / 3 A C., i (� 01 ..: {X �, j 1l ; 't rn v \ ,. L,/ `s 15 `�/�� V �,/ -,. ,.: v 3 - 1 1 000 0 t LA ", /-,� ! `-b. vgip. •'�� �g •�/�6J'� I `r �.:% _ I ,*� C� ter. 1 I ! v i ; 1 ; f! I 1 �® v 1 r, �\ '" U - -v v v ' A ! ' A vv U ;'% , /�° . ,/i �_�, o ° 32 vs.. ��y 2 N 5ozs�4> E z z ,� ,, I 11 V I 1 TEXAS FIRM REGISTRATION No. F-4695 �? ® ��q' %11 15 -I-0 '�Q,56 7j 31.307 77.04' 36 P -U Z08 IW I i -rr- n A nl/� f W XN (410/417) rrmViAln r-t-\r-r\l \(2- 2A e,\ 5t� -G. VA, V (L5) E i35.55' DETENTION I q\ I' \ " %.-r FACILITY FJ 0 V o POND #4 1��Q20 —PH-AS*;*E--F-0 UR VA 3 04 z (D 'N ',�> (8.94 A 9 1wi _>;� NA, VNN \ \ - M. m - ----/ .,k - /2 I.R. I IILI-- D34 .1 'i ht UNi 777777 AD.1 03 (5.934� ACREsR 71V (U5) Y23 11.4b •664/87)� i, \ ` < Qn66 r035 144.50' G a" P�6\� Jj n7 36 (D NIM: o 105, DICS /,GPS va 1140.1�" I L Q 4111;5,As w ri 'o NN A /6 (10) _j 11 /1 4 �, R\\__ 4� 11(21 X�- �3_8_.67' w (D v \ \\ . 24 \ �`\ \ `� 28 / ! 115:130.,,. v 17 '? > 6 (D UA �21 1C C11 9 .9 2-• 0 'X & 2 018 xg G F30 5-27 ' \ / i /, ASE\TH Q 6) (z D X ji "'A NATE PARK 'I 0" < 8 12 (ZA 126 bb I RAIN?,�GE (D /42/4 E 'IDNE 5.7,8�. 0 i � � \ I `\ \ �� �\\, t O ;//`,, ,,. // � , Wiz.:\ 0 9 \, V x 295 LLJ U7 :o 12 A Lr-LLJ LLJI 11 01/1 Q6) Er- rnio 0 -!p- Z. 100 YR. FLOODPLAIN > AS DETERMINED BY (D X 1 2 A/ (D -Rir 1% DRAINACE S. Dy U L 1 n2 24,58' HA—§E is 01 _7i 04 304- i�. U2 AD 0 0 -,- Q) RO Y D E R 0 (2) 5 - Lo -F,q-1-VE & VARIA E WIDTH R.O.W.) 6 PRIVATE P 4 -,- / - (5 PAR Lo 1py. -00 /-,N `4377,"�P(f- i12_0# 265) Mum a It - )f L. 411 RE TY FXdL1 'ND #7 14.455 --Al 21 P.U.E.PO > (PROPO.�ED 80 0 W.) U2 "(D ( -W.,)t I W;.rp. 1, k L ',!,!RE tp 7 uj I G-(TT)= _ �` \ \ 124.58' 1 C- t 4115'lYi VVP121. (12304/132) 02 /A 0 U6 n, 8 L \\\` - - 1-1 - , 1 0 - i p �u lok J/ '1� Z t 124-58- u 25 0 � u3/ @ E 160 Com o I Ib 0) J, 'k Co u('5& T 4 --o N (D � k, �D, (L6) C4) 59-37 Cn ILI" 5.00' 016 (D 0 3 �2 124.72' k 27 Q \1 G N 43*49'57" E K I. OA X F5 17) U3 12 ktt 7!1 7- C4 0 & FND- bi fit. R, y AA- \v N 41.13'38" 0 13, P.A.E. WA Pkox -g. 6 -0 v n29 LUCA1111 Nz� REGIONAL N. \,' / 1 1 7 4 < UFT STATION 11 \ 'A P, 45' P.U.F- 0) 0 1>19. 200 G V .39 Q r; IV N�_ �v SE 'u 8) Soo ✓ - V d19, �Itt-_o I nnr c . - e - � �-- F �� � ,I �,` �1 0100 �. � . � uu i , � f, ► 8989'' 3 � , �� � r �g o � \0 INI(\N (D 1z, (D <8 \ZJ T/ \ , rpp X� G) CNII Co Q8 16 4-6 Tir Q Fro O q 0 //,-\ - i "'; -- \X)l N— y - --,_ 1--41 L g-, 2) T �j 11 71 n5 V O i \ %!,'. ry �---.. ( rte, ,../ '� a� /' \ ,. `i: J V --Lill , "��_=P_= 0- U5 I U, SN 14 T �A .6 2�TE' r { J \G) 12 -PH A S_ I F @ /013 N 0✓ G N 43 16.074 2�O N S 41*13'36" W 9.01, r5) N 43*22 51 E 61 i v, iAj ��i>>,i v y v o, y ° v v45111 2�,,' U �1� z @43 (16) o yg (2) N 4 36 44 E N _jq Eo L -1-20.06' N 31'37'40car, I 2.5;Y _F - @ a 24.23' 0 j.94' L I (zn III PRIVATE PARK ti 42 35 '615- _ENTION/DEI PRIVATE PAR� U2 5 Or 2414' V • �7 & DETENTION,��, �3 142.86' POND #8 g 7 FA( 1-39" POND kw � y A UD _LA U fPm ti 0 F-1 < 1 134.67' 1 OR— C,4 4.03 4 f/2' I Q 9' LJN 61'/ FN "t -169. 21'23" E 08, 1'.'3-36 U7 Q% 9)_ � =,� === �& 1 00 "A I /� 1 r J��! '1� N 1 <1 "A Q _7S 48*jg- . L 137. —'F4-; T li3.08 'T N 42 E-168.2£1' —.123.08"\ C4 26 (D 1 4) 00 YR4 170LODRILAM p. U, L_N 43'�Z�5E N 42"22'22" E _�LJ ; I - 111.1 , 4, C41 5 0 S 1)rTERMIKD �BYI,,- _R-TY\I 0\ _ - RAINAGE S; 0 @ I I -A i m� .1 \ a!� @ 02 u -STATION 2". X_ L — — — — — — L 012- k-1 W 123.26' 32' JGass - ,' 1-3,341' _8")w 5 229.�7' P 7- Z 11 — —_— — - 0 1 W S 42'p 23 18" 1A = 1138.50' 30' P.U.E. TEMPORARY (410/417) CUL-DE-SAC BULB. FOR EMERGENCY 'nWN-ARmIND THE 100 YEAR FLOOD PLAIN AS DEPICTED ON THIS DRAWING IS BASED ON A DRAINAGE STUDY PREPARED FOR THE CITY OF COLLEGE STATION, AND IS NOT ADOPTED BY F.E.M.A. IN ANY WAY, I ROYDER ROAD (PRESCRIPTIVE VARIABLE WIDTH R.O.W.) (PROPOSED 8W R.O.W.) 6=mJ 6mmiii - NOW OR FORMERLY MARY & WANDA GOSS TURNER � L r�O ACRES} " 91) (C A 3 SYMBOL & LINE LEGEND —X— BARB -WIRE FENCE —Fm— FORCE MAIN —SD-- STORM SEWER OHS OVERHEAD ELEC. LINE —W— WATER t INE _ss— SEWER LINE 0 POWER POLE X LIGHT POLE GUY WIRE ANCHOR N WATER VALVE 0 WATER METER Foil STORM SEWER CURB INLET M ELECTRICAL TRANSFORMER � GAS METER 0 MANHOLE 0 L;LLANUUI c& FIRE HYDRANT 0 TELEPHONE PEDESTAL BUILDING SETBACK LINE 7)of n PROPERTY LINE EASEMENT LINE P.U.E. PUBLIC UTILITY EASEMENT P.A.E. PUBLIC ACCESS ESMT. PR.D.E. PRV. DRAINAGE ESMT. PR.A.E. PRV. ACCESS ESMT. B.S.L. BUILDING SETBACK LINE 0 LOT NUMBER 2 BLOCK NUMBER COLLEGE COMMON AREA 15c�> 73(o � COMMON AREA - ALLEY (MAINTAINED BY HOA) KS SURVEYED BY: KERR SURVEYING, LLC 409 NORTH TEXAS AVENUE BRYAN, TEXAS 77803L PHONE (979) 268-3195 SHEET 4 OF 4 gloluvi-#01 _DT I 1-a N OF EK MEADOW SUBDIVI�IJN HATCH/ COLOR LEGEND 115.427 ACRES A. MC'MAHAN SURVEY, A-167 & SAMUEL DAVIDSON SURVEY, A-13 PUBLIC R.O.W. COMMON AREA DEDICATION GREEN SPACE (MAINTAINED BY HOA) 15c�> 73(o � COMMON AREA - ALLEY (MAINTAINED BY HOA) KS SURVEYED BY: KERR SURVEYING, LLC 409 NORTH TEXAS AVENUE BRYAN, TEXAS 77803L PHONE (979) 268-3195 SHEET 4 OF 4 gloluvi-#01 _DT I 1-a N OF EK MEADOW SUBDIVI�IJN 115.427 ACRES A. MC'MAHAN SURVEY, A-167 & SAMUEL DAVIDSON SURVEY, A-13 JESSE BLEDSOE SURVEY, A-71 COLLEGE STATION, BRAZOS COUNTY, TEXAS LANDOWNER INFORMATION CREEK MEADOWS PARTNERS, L.P. c/o OLDHAM GOODWIN GROUP, LIC 4k, 2800 SOUTH TEXAS AVENUE SUITE 401 BRI�AN, TX 77802 EMAIL- Ch(is.rhodes@oldhamgoodwin.com 7)of n FILENN:M:E:.::0:5::4:7:P:PlA=SCALE. 1"=100' SUBMITTED DATE: 1/8/15 3800 SH Np. 6 SOUTH., STE. 108G <77845> POST OFFICE BOX 9253 REVISIONS: nn.Wkimv. n A .. COLLEGE STATION, TEXAS 77842 urVAVV114 DT. R.M.M. EMAIL: civil@rmengineer.com CHECKED BY: BRAD KERR I FIELD BOOK: N/A PAGES: N/A OFFICE - (979) 764-0704 RME CONSULTING ENGINEERS I FAX - (97�) 764-0704 CLIENT NO. PROJECT NO. TEXAS FIRM REGISTRATION No. F-46951 Z b U 054/ 0 300 600 SCALE: V'= 300' � i/�,.?�i, ✓,'moi ., I - �_.. � �., A. McMAHAN SURVEY, A-167 - } e,_P .IRI hi SAMUEL DAVIDSON SURVEY, A-13 r SEE tr'KELIIAIIVAhC Y PLAN NOTE #16 36, S x {SE`CTIO-NL r uc " CST, �nY R yti> x' y`�r C 7 IAs 4 SHEET 2-� > s Jnr <� '� k� ♦ ><<�: x <,C�.,, , � 'A Sly CIwo PET 3u {>frg-7>5�srlsl tiz Ey y i _ XXI (107 ,=xx ( x x�; y`c`fYYA�yf"t>v`{r� 5.1 82 X\a- n- 'C ,.r ,J `. v . � ti < iJ awmi 0 0 CTION PN 3) SECTION 7 (PH 1) SECTION 7 j SEy.I luea 6 (PH 3 ) zo XX .) - . t' <,. �. 1<. - r r fir a ui 50- �x X` z NxS- O N CX ��(( X x�h"Xy�' rYJL�.� Sx �X2r a0��0�24 U D.. Lu ,� �' � :• ., .... � <`.� ��^ r r)yh�.}>)` �'�Cx') { < `O'X>� ,r'> � n'c- ,>.0 i,{ `:`. a-�l y �a:`��i^'V �V X SHEET 4 OF 4 " 2RELIMINARY PLAN NOTES: >0 GENERAL: 1: THIS TRACT DOES NOT LIE WITHIN THE FLOOD PLAIN AS GRAPHICALLY DEPICTED ON F.E.M.A.- FIRM COMMUNITY PANEL NO. cc 4SQ41 C 0325E, MAY 16, 2012. cc Rncic n17 -.1111G.: NORTH OR"rNTeTInN is QeSED ON r_RID NORTH ec Rc reR� �cuED FROKA r_oS OBSERWATIml LIJ/-\JIJ VI w >'ll \IIVV. NORTH 1 VI\ILIV 1!111 VIV IJ w/""\ VIV VI\ 111 -_ LJ1-11Jll \will VI V-1VIV. 3; ALL PROPERTY CORNERS ARE MONUMENTED BY 1/2" IRON RODS UNLESS OTHERWISE NOTED. 4; RIGHT-OF-WAY DEDICATION OF ROYDER ROAD CONSIST OF 1.617 ACRES AND GREENS PRAIRIE ROAD WEST OF 0,676 ACRES. ALL OTHER LOCAL AND COLLECTOR STREET DEDICATION WILL CONSIST OF 61.38 ACRES IN TOTAL. 5. THE TOPOGRAPHIC AND EXISTING DATA SHOWN WAS SURVEYED AND PROVIDED BY VANNOY & ASSOCIATES, INC., UNDER THE DIRECTION OF MR. RAY L. VANNOY, RPLS 1988. THE BOUNDARY DATA SHOWN WAS SURVEYED AND PROVIDED BY KERR am SURVEYING, UNDER THE DIRECTION OF MR. BRAD KERR, RPLS 4502. 6. THE UNDEVELOPED AREA OF THIS PROJECT ARE VACANT/AGRICULTURAL. ALL OTHER AREAS ARE CURRENTLY DEVELOPED AS DUPLEX, SINGLE FAMILY (DETACHED), OPEN SPACE, AND COMMERCIAL. AREAS CURRENTLY UNDEVELOPED WILL INCLUDE OPEN ■ 'PACE AND SINGLE FAMILY (DETACHED & ATTACHED) IN COMPLIANCE WITH THE APPRnVFn MASTER PLAN AND PDD 7()NING 7, ALL UTILITY EASEMENTS MUST BE CLEARED OF ALL BRUSH AND TREES, IMPLYING NO LANDSCAPING OR PERMANENT - STRUCTURES WITHIN THE UTILITY EASEMENT WILL BE ALLOWED. 8. FINAL PLATS FOR ALL DEVELOPED AREAS ARE HATCHED WITH VOLUME/PAGE INFORMATION CITED. THESE FINAL PLATS WHERE RECORDED PRIOR TO THE PREPARATION OF THIS REVISED PRELIMINARY PLAN. 9. UNLESS OTHERWISE NOTED PUBLIC UTILITY EASEMENTS LOCATED ADJACENT TO THE STREET RIGHT-OF-WAY ARE 15' WIDE AND REAR PUBLIC UTILITY EASEMENTS ARE 20' WIDE CENTERED ON THE COMMON REAR PROPERTY LINE OR WHOLLY CONTAINED IN 51NGLE ROW PROPERTIES. 10, VARIATIONS FROM THE CURRENT APPROVED PRELIMINARY PLAN (NOVEMBER 11, 2014) ARE SUMMARIZED AS FOLLOWS: A. MODIFICATION OF USE TO SINGLE-FAMILY, PER PDD ZONING, IN SECTION 1C. B. MODIFICATION OF USE TO TOWNHOMES, PER PDD ZONING, IN SECTION 1A, PHASE 3 & 4. B. RE -PHASING OF SECTION 6, PHASE ONE & TWO. as11. BLOCK LENGTHS ARE ILLUSTRATED ALONG THE CENTERLINE OF THE PROPOSED STREET AS SHOWN ON THE INDEX SHEET. 12. COMMON AREAS ARE NOT BUILDABLE FOR RESIDENTIAL PURPOSES, 13, DIMENSIONS SHOWN INTERIOR TO THE LOT, ALONG CURVES, ARE ARC LENGTHS. 0 14. THE 25' WIDE PRIVATE ACCESS EASEMENT (P.A.E.) SHOWN ACROSS LOTS 1-4, BLOCK ONE, SECTION 1C. PHASE 1A AND 1B IS SHOWN IN AN APPROXIMATE WAY ONLY! THE EXACT SIZE, LOCATION, ORIENTATION AND/OR WIDTH SHALL BE DETERMINED zDURING THE FINAL PLATTING OF THIS SECTION. 15. THE INSTALLATION OF STREET LIGHTS WILL BE REQUIRED AND INSTALLED IN ACCORDANCE WITH SECTION 8-T OF THE CoC5 cc SUBDIVISION REGULATIONS. 15, TEMPORARY REMOTE ACCESS WILL BE PROVIDE WITH THE CONSTRUCTION nF SECTION 1C, PHASE THREE THROUGH LnT F 0 BLOCK ONE. THIS TEMPORARY ACCESS WILL BE REMOVED ONCE A THROUGH STREET CONNECTION, TO THE NORTH, IS MADE WITH CREEK MEADOWS LOOP. 17, SECTION 7, PHASE ONE & TWO WILL BE CONSTRUCTED PRIOR TO ANY PHASE IN SECTION 6. SECTION 6, PHASE ONE WILL BE CONSTRUCTED PRIOR TO SECTION 7, PHASE 3. HOMEOWNER'S ASSOCIATION (HOAi: 1. BUILDING SETBACKS ARE ESTABLISHED IN THE PDD ZONING APPROVED ON DECEMBER 18, 2014 (CITY ORDINANCE No. 2014-3623), AND THE COVENANTS, CONDITIONS, AND RESTRICTIONS OF THE SUBDIVISION. SETBACK INFORMATION & OTHER MERITORIOUS MODIFICATIONS ARE GENERALLY AS FOLLOWS: SINGLE-FAMILY SINGLE-FAMILY DUPLEX (DETACHED) (ATTACHED) FRONT 20' 20' 15' STREET SIDE 15' 15' 15' SIDE 5' 5' 5' REAR 20' 15' 20' MERITORIOUS MODIFICATIONS: SECTION 1A. PHASE 3 & 4: * 5ECTION 1A, PHASE THREE & FOUR: S D.U./ACRE (MAX. TOTAL = 1ZZ D.U.) * DRIVEWAY STANDARD (SINGLE-FAMILY ATTACHED): MAXIMUM ALLOWABLE DRIVEWAY WIDTH OF 27' SECTION 1C, PHASE 2 thru 4• ATTACHED AivO j vV^R DETACH Eun T WV ^.AfnCC GAfnCAVCS REQUIRED 6'viTri EACH DETACri Evn "'I'llIE-r AiVIIL 1 V YYELLIN�7 UNIT I AS REQUESTED BY RESIDENTS THROUGH THE WELLBORN COMMUNITY PLAN. * A UNIFORM SIX-FOOT FENCE WITH DESIGN ELEMENTS SHALL BE CONSTRUCTED AT THE TIME OF THE SUBDIVISION DEVELOPMENT ON THE NORTHERN AND EASTERN PROPERTY LINES. 2. ALL COMMON AREAS ARE OWNED AND MAINTAINED BY THE H.O.A. SOME COMMON AREAS ARE WHOLLY ENCUMBERED BY A PUBLIC UTILITY EASEMENT OR PRIVATE EASEMENT AS INDICATED IN THE COMMON AREA TABLE. 3. H.O.A. EASEMENT ACTIVITIES AND/OR INFRASTRUCTURE WILL BE REFERENCED IN THE COVENANTS, CONDITIONS, AND RESTRICTIONS OF THE SUBDIVISION. 4. MAINTENANCE OF THE WATER SYSTEM WILL BE WELLBORN S.U.D. FOR ALL SECTIONS. MAINTENANCE OF THE PAVING, DRAINAGE, SIDEWALKS AND SANITARY SEWER SYSTEMS WILL BE THE CITY OF COLLEGE STATION ONCE THE SYSTEMS ARE ACCEPTED BY THE CITY OF COLLEGE STATION, MAINTENANCE OF THE PRIVATE DRAINAGE AND DETENTION. FACILITIES; I COMMON AREAS (WHICH INCLUDE ROADWAY MEDIANS), PEDESTRIAN ACCESS WAYS, AND PARK LIGHTING WILL BE THE CREEK MEADOW H.O.A. BOUNDARY LINEDATA TION CONSTRUCTION STANDARDS & NOTES: BOUNDARY CURVE SECTION 1 A, & 'I. WELLBORN SPECIAL UTILITY DISTRICT WILL PROVIDE WATER/FIRE SERVICE FOR THIS SUBDIVISION. ALL NEW WATERLINES WILL L1 BE DESIGNED AND CONSTRUCTED TO THE LATEST B/CS UNIFIED DEVELOPMENT GUIDELINES, STANDARDS, AND SPECIFICATIONS. SEE PRELIMINARY THESE WATERLINES WILL BE LOCATED IN THE 15' PUBLIC UTILITY EASEMENT AT THE FRONT OF THE RESIDENTIAL LOTS. THESE PLAN NOTE #17 FOR WATERLINES WILL PROVIDE THE REQUIRED FLOW TO FIRE HYDRANTS TO MEET FIRE PROTECTION REQUIREMENT5. A WATER SECTION 6 & 7 HYDRAULIC STUDY WILL BE PROVIDED ILLUSTRATING SUCH. 283.91' 11°22'55" 2. THE PROPOSED STREETS WILL BE CONSTRUCTED TO AN URBAN SECTION WITH CONCRETE CURB AND GUTTER. THE 283.44' STORMWATER RUNOFF IN THE STREETS WILL BE CAPTURED AND CONVEYED BY A STORM SEWER SYSTEM AND DISCHARGED INTO 291.00' EXISTING OR PROPOSED DRAINAGE SYSTEMS. DETENTION FACILITIES WILL BE CONSTRUCTED TO CONTROL THE PEAK RUNOFF S 39'26'56" E DISCHARGE TO PRE -DEVELOPMENT RATES. THE STREET AND DRAINAGE SYSTEM WILL BE DESIGNED TO THE LATEST B/CS UNIFIED C3 DEVELOPMENT GUIDELINES, STANDARDS, AND SPECIFICATIONS. ALL PAVING AND DRAINAGE IMPROVEMENTS WILL BE INSPECTED AND 184.97' 8'271313" MAINTAINED BY THE CITY OF COLLEGE STATION. 138.29' C4 290.00' 3. SANITARY SEWER SERVICE FOR THIS SUBDIVISION WILL BE BY MEANS OF A GRAVITY COLLECTION SYSTEM DESIGNED IN S 51'5318" E ACCORDANCE WITH THE LATEST B/CS UNIFIED DEVELOPMENT GUIDELINES, STANDARDS, AND SPECIFICATIONS. THIS GRAVITY COLLECTION SYSTEM WILL ULTIMATELY DISCHARGE TO A REGIONAL LIFT STATION THAT WILL PUMP WASTEWATER TO AN EXISTING C5 GRAVITY SANITARY SEWER SYSTEM LOCATED WITHIN THE CASTLE GATE SUBDIVISION. ALL SANITARY SEWER CONSTRUCTION WILL BE INSPECTED AND MAINTAINED BY THE CITY OF COLLEGE STATION. 20.47' 4'15'54" 4. ELECTRICAL SERVICE FOR THIS SUBDIVISION WILL BE PROVIDED BY BRYAN TEXAS UTILITIES (BTU). THE ELECTRICAL 20.47' DISTRIBUTION SYSTEM WILL BE LOCATED IN THE 15' PUBLIC UTILITY EASEMENT LOCATED AT THE FRONT OF THE LOTS AND IN 10' L3 PUBLIC UTILITY EASEMENTS AS REQUESTED BY BTU. 20.00' 5. WATER, SANITARY SEWER, AND STORM SEWER ALIGNMENTS SHOWN ARE FOR REFERENCE ONLY. A MASTER HYDRAULIC RADIUS ANALYSIS, FOR EACH SYSTEM, WILL BE PROVIDED AT THE FINAL PLATTING STAGE THAT WILL DETERMINE LINE SIZE. CHORD BEARING 6. ILLUSTRATED SIDEWALKS ARE 4' YY'IDL AMD LOCATED 4' OFF THE BACK OF CURB. C1 STREETS TER A 7. SIRE TERMINATING AT FUTURE CONSTRUCTED i URE PHASE SHALL BE CON TED WITH A TEMPORARY CUL -DE -SAG IF THE STREET ._58;91' 67'30'16" EXCEEDS 100' IN LENGTH OR EXTENDS PAST MORE THAN ONE LOT. BOUNDARY LINEDATA TION LINE BOUNDARY CURVE SECTION 1 A, & DATA 4 L1 CURVE RADIUS ARC LENGTH DELTA ANGLE CHORD BEARING CHORD LENGTH C1 1429.19' 283.91' 11°22'55" S 38'29'21" E 283.44' C2 291.00' 52.56' 10'20'55" S 39'26'56" E 52.49' C3 1252.68' 184.97' 8'271313" S 45`55'59" F184.81 138.29' C4 290.00' 110.51' 21'50'02" S 51'5318" E 109.84' C5 1 275.00' 20.47' 4'15'54" N 59'25'16" 'E 20.47' 30.25' L3 SECTION 3, PHASE 3 20.00' CURVE RADIUS ARC LENGTH DELTA ANGLE CHORD BEARING CHORD LENGTH C1 50.00' ._58;91' 67'30'16" N 56'46'02" W 55;56' C2 1355.00' 398.64' j 16'51'24" S 59'21'54" E 397.21' C3 1475.00' 20.35' 0'47'26" S 68'1119 E 20.35' int 4 LINE SEC -110N 5, 6 & 7 L1 CURVE RADIUS ARC LENGTH DELTA ANGLE CHORD BEARING CHORD LENGTH C1 1004.93 303.85' 17'19'26" N 3'56'22" E 302.69' 1 C L 1 y 10.00' I 13y.-3' 1 46'35'16" I N 18"34'1 7" t I 71--131' 1 BOUNDARY LINEDATA TION LINE BEARING DISTANCE L1 N 47°04'18" W 130.89' L2 S 42'55'42"W 44.56' L3 N 47'04'18" W 34.11' L4 S 48'54'07" E 8.13' L5 N 48"02 56 W 143.42' L6 S 41'57'04" W 300.21' L7 S 48'02'56" E 138.29' La I S 42 -bb 4:2" W 103.J2' SECTION 3, PHASE 3 LINE BEARING DISTANCE L1 N 55°46'15" W 60.05' L2 N 00'31'10" W 30.25' L3 S 66'59'06" W 20.00' L4 I N 04'1213' W 27.41' L5 N 87'38'58" E 28.28' L6 N 42°38'58" E 52.11' L7 5 47-21'02" E 40.00' L8 S 50'56'13" E 26.67' L9 S 21'24'58" W 50.00' G' SEC 11 ON 1A int 4 LINE BEARING DISTANCE L1 S 46°51'32" E 32.50' L2 S 42'55'37" E 24.25' L3 S 47'04'23" W 11.85' L4 S 42°55'37" E 50.00' 1 r,c - zr,•n5'13" E J JJ V -4q a W VV. I J L6 S 34716'29" E_69.82' L7 S 44'37'24" E ` 112.16' L8 S 46'49'34" E 56.96' L9 S 49'01'43" E 156.63' L10 S 52'09'05" E 128.50' L11 S 49'0143" E 14.6--1- 4.63'L12 N 49'01'43" W 21.22' L1 2 L13 S 62°48'19" W 34.06' L14 N 61'33'13" E 27.10' L15 N 34`32'04"W 95.93' L16 N 27'04'16" W 24.70' SECTION 5, 6 & 7 LINE BEARING DISTANCE L1 S 48'03'04" E 159.58' L2 N 47'36742" W--160.70' L3 N 58°30'32" W 69.11' L4 N 77'23'55" W 42.47' LI N ' F '�EEIC IUItAU011U: SUBDIVISION Z ICFNITY MAP NOT TO SCALE COMMON A TABLE AREA ALE AREA ARCA i uO% ENCUMBERED AREA iiREt1 i 00 ENCUMBERED LABEL (AC) BY EASEMENT LABEL (AC) BY EASEMENT A 0.847 FF 0.228 B 0.108 P.U.E. FF 0.003 P.A.E. C 0.124 P.U.E. GG 0.107 D 0.588 HH 0.084 E 1.40 II 4.103 PR.D.E. IF 0.254 PR.A.E. PR.D.E. JJ 1.709 G 7 0.760 PR.A.E. PR.D.E. KK 0.051 P.A.E. H 0.293 PR.A.E./PR.D.E. 00 0.203 PR.D.E./P.U.E. 1 0.452 PR.A.E./PR.D.E. QQ 0.172 PR.D.E./P.U.E. J0.078 . PR,A.E._/PR.D,EdP,V,E. SS 1 2.527 1 PR.D.E. K 0.659 1.763 P.A.E./P.U.E. 1' 0.011 P.A.E. TT 8.571 PR.D.E. L 1.122 W UU 1.300 113.257, M 0.086 P.A.E. M 0.091 P.U.E. VV 0.155 PR.D.E. N 0.069 P.U.E. A' 0.107 P.A.E. 0 0.223 EF B' 0.041 P.A.E. NOT USED C' 1.080 PR.D.E. Q NOT USED D 0.161 P.A.E./P.U.E. R NOT USED E' 0.109 P.A.E. S NOT USED F' 1.604 PR.D.E. T NOT USED G' 0.708 U 0.364 PR.D.E. H' 0.064 P.A.E. w. " - - VR 1.763 P.A.E./P.U.E. 1' 0.011 P.A.E. VA 0.594 P.A.E./P.U.E. J' 0.948 P.A.E. 0.075 K' 0.135 P.A.E. W 2.006 L' 0.086 P.A.E. X 113.257, M 0.086 P.A.E. Y 115.893 1 PR.D.E. N' 0.135 PR.D.E. Z7.220 PR.D.E. 0' 0.013 P.A.E. AA i1.992 P 0.243 BB 0.242 all 0.116 P.U.E_ Cc l'O.131 DD 0.682 EF 0.9016 PR.D.E. NOTE: THE ENTIRE CREEK PLATTED COMMON AREA TABLE IS ALL OF THE COMMON AREAS FOR THE MEADOWS SUBDIVISION WHICH ALSO INCLUDES AREAS RECEDING TO THIS DOCUMENT P.U.E. PUBLIC -UTILITY EASEMENT P.A.E. - P(JIRLIC ACCiE S ESMT PR.A.E. - 1PRV. ACCESS ESMT. PR.D.E. - IPRV. DRAINAGE ESMT. OF ' EK MEADOWS TT �T V lJ-1 ION 115.427 ACRES A. MCMAHAN SURVEY, A-167 & SAMUEL DAVIDSON SURVEY, A-13 JESSE BLEDSOE SURVEY, A-71 COLLEGE STATION, BRAZOS COUNTY, TEXAS .; LANDOWNER INFORMATION CREEK MEADOWS PARTNERS L.P. =; c/o OLDHAM GOODWIN GROUP, LLC 2800 SOUTH TEXAS AVENUE SUITE 401 BRYAN, TX .77802 -- EMAIL: Chris.rhodes@oldham oodwin.com' FILENAME: 0547PP1 A SCALE: 1"=300' SUBMITTED DATE: 1/8/15 3800 SH No. 6 SOUTH., STE. 108G <77845> REVISIONS: 2/9/15 POST OFFICE BOX 9253 nf' Malk1 17V. n A AI COLLEGE STATION, TEXAS 77842 ur "MWIN of; CHECKED BY: BRAD KERR EMAIL: civi1@rmenginee'.coill FIELD BOOK: N/A PAGES: N/A OFFICE (979) 764-0704 RME CONSULTING ENGINEERS FAX - (979) 764-0704 CLIENT _NO. PROJECT NO TEXAS FIRM REGISTRATION No. F-46951 Z ti 0 - 0 b 47 1,5-10 �Z'ld- 6 / / / Ir l ` fVlJYP l7K tUKMttCLT r 1. RIGHT-OF-WAY REMAINING TO BE DEDICATED ON THE SOUTH SIDE -Z / ^ / \ � / WALTER R RUOFF, JR. / 9 & WIFE LYNN M. RUOFF \ k OF GREENS PRAIRIE ROAD WEST TOTALS 0.175 ACRE (7,639 SQ.FT.). ( / 300.73 �� (VOL. 1694, PG. ,,,) 1 % -% i / /r' % \- N 43 06 08 � (CALLED 11.18A CRSS} N 4Z' 39' 06" - \' 2. RIGHT-OF-WAY REMAINING TO BE DEDICATED ON THE NORTH SIDE / ; ` �IN - 49fi.70 \, , 27 84 >51.DD 51.00 51':00 .47 W 59 51.00 51.00 51,00 51.00 51.00 51.00 95.72 78.3 OF GREENS PRAIRIE ROAD WEST TOTALS 0.224 ACRE (9,764 SQ.FT.). % p�• /- 7 _ - - - - - - - _ � - = 1 ' ,, Lllllllll-- / ' / / f' i`y`Onv uri. R t / t '� / W l 1 _ I I I I -- - $ / .• .1 m. j ` DONALD &,NfARTHA ROYDER� / r-�L I�, I N �;'-^ �^ I^ NI O / �' (PER BRAZOS COUNTY APPRAISAL DISTRICT) /�" M o �-� I i 00 � Ia IM I� co C+'I- r n W /` / ! �/ / / / (CALL T�3.42 ACRES) ` �_/`^ `l trjt� �; (1) 'N I \,J loaO ISO IND '1co,o NO 1c�O 1", 10 i�I�_= 11 ry/h r �*- Q r� 1 /` f \ / ^ \' / \ fi / P' / / Q'__ `-/ _ \ \, T i T Z - �j� 12 I I�V� C7?III c� / / /r o __ _ J i� / / / I / \ % v S 63� b / 51:00'_ - - - - 5 - - 51.00' 51 QQ -/ \.��o�-''i3 � I W p cS l / I / / / , r--' / 11"`�„jj 9' - _4z l / _ _ n _ n ,,3• I , ®� / i ' \ -- --��/ 50' R.O: 2?- 6-E;) PI��� F 13° z Q o / / -' / i /�J'� , p� 19,01s/ I ( _ ,,AC �I � Q l / �/ / i / , • f !1 O% Y ., V ,- 17 r oa -` - - - :,3"tYE== - l 142'14'24' E / ;� 105.46 \ / / N ®3 34 22 W / I - / � % / i 6 7 16 `` / f/ � r`"' / � g � t� j 1 � q 10 � � 14 � /� �-- � I/ i / ! ! / � i •i �. �� � \, /ir ��a_ ° / 7 ��_S f� y. � 1 o t 2 _ I * 1 N 4214/'24" E r i I ` - j ri I/ -- i ' � : \ j / f / / I Sys$. 15 VSs 4e / // l „o l Izi5�9� w I ' I � I �10.0o' rI-i t10.00'0 I a 1�1.0s' � -I i \ \ \ I/ D f / l/ NOW OR FORMERLY �!?2� gp°� / / u l O 4 �m ( / 3 I I 1Tta I O 'i, I 11 I � I I f 15 '"1 L NOW OR` FORM ?a / / ''1 S 5� ,' 527"-_L 66.287 I p L_� EDWARD C. & f. / / a (STT M. & WANAA SUE ELLIOT / , ✓ / / -` - a sy W � - �- �-' - I ' I_ MARITA O'DELL \ T 1 / / VOL. 6. PG. 326 a �s 14 ` - N 42'14'24" E 110.00' 110.00' I _ � /} t f - , / f f CALLED 6. 77 ACRES3 - OQ2, i � t 'a / r2r•gs• __� I I i O I I 111.05' i I LOT 3, BLOCK ONE ( f � "(7`14 o° ^� s 7 L / 1 _ � .F-: ' �I , I i' Q % i�c�1 1-1-11-41 \� �� / / / �' -S7 -I-- 1� -� z:1 7 12 t 16 (VOL 7005. PG. 246) /o '22 - W / 110A0' 110.00'1 "'- I 111.05 , (w / ADJ 1 / ADJ 2 � � "ADJ 3 / ADJ 4 � ADJ 5 ! ADJ 61z / ��� � s ->?¢v ���� / / $ 40' ' l __ r I `� 09 � { f r� s4?. � _ / 6 /- n L_1 i 6 13 I m I1 I (� NOW OR FORMERLY NOW OR FORMERL NOW OR FDRh1ERLY NOW OR FORMERLY ;' NOW OR'FORMERLY� N OR FOR ERLY / / ff' �1 /-� ` - S O (i ty'� �. O o- 07 / 17`'. �G jf SHERMAN ALLEN / WILL & SALLIES HUDUN \, MATRON; dRAYc TOMMIE ALLEN ,CHAMBERS LONE STAR GAS CO. AUGUR IME E. PALMISANO / `t t A / "'`�`•'"�s�'3p'gg+- _ �, ;� / I - I „s� _ _ `'I + I / "D j! �' (VOL 343, PG. 7591 ; (VOL 109;221, PG. 248,153) (VOL. 4762; PG. 227) (VOL 562; PG. 476} (VOL 248, P,C, 226) & D NA L. PALMISANO / i `1 12 7 , �'0 1 85' W g' \ 1 �� �1t0:00' -r'� 110.00' �• - � � • - / 10 P. v (4. 7 9 C / o / i ( / 111.pb` .�}. (CALLED 0.128 ACRES) , (CALLED 2 ACRES ,CALLED 0.872 ACRES) (CALLED 0.62 ACRES) VOL. 7479, PG. 230) "" V ~ / Z� 1 I i I' Lt 73J0" W l l o f -- l �__.. z l S % z l a 9' I 14 I; I 18 I l I / _ (6 r4) S 721.4 • -1 ``sz3 a �r t _ I I z / / j CALLED 0:861 ACRES / / r 3� �_ / l /I.i 11 / t l l / , I 330` ` - ( m `:a 110.00' 110.00 111.05'-00 �` / ,f '� / /Z I s 493z's7" W I/ l0� s %Y` / I I_ h 4 o 15� I I 19 ' - 11 - \ f S , 573, / - I o z o I D. •I o T-_ / / V = , ( o 2374. `� / PHAS N ` w j �\ / / -/ / / � /` I 1 o i ( d / I i I / � GD I4 E TW0 I ilo:oo' no.00'- - I 111.os' I' o J i , `` / -� / / % I A PARENT 3b' l ,( - ' I ( 1 0I 0 �'� / � '� i / / / 1 i , F / / S 4720.07` W I I ! D� LONE STAR PMT / /v- -, ' `� 5730'- ! - I I O � , 1 G (' 1 I /` 20 ' Q0 Q •% ,/ 2 s 1 w, _ 71 nau0' I � „ i , � / l I t' � / ciLL� -(--- . _ __ t � ' 122.7 V s o r �..i C. / / I \ / / , 0 � � / 11" g t I "' ,'\ 2 / / O I T ijn.Do' P A 110.00 , I 11.05' I �1 '� , \ / - �_ �P AS 1 B " W . -S 3p5y> 1 Ir / FRIv,.` o \ o J / S 4770'07 `� t I 57 '� PARK 3 I 2 17 I I �� I 21 0 /' j- NOW OR FORMERLY C" \ I / . ` / / W J4 AC 1 w { 1,8.00'' 1 I / �. / r2 3i _ RETENTION TION/DETENTION I I - - ' L N 4274'24` E I i % I _ _' I ALVIN a� i �' ALOT'; BLOCK ONE `\ / ( I I �; FACILITY �, tn JEANIE V. GOLD •- ' I l % / I 1 0 5 S 4 O I / �!/ O 1 I i 'so I 1 10.0 4 I .� 1.1101$ I i I f � 122 ( I VOLT 5035: PG. ONE -ZI IT ;12.8 " � � / I T_ >' 1 li v I 0 I� I 1 R. I I - Y' .� - - '� g' C _J - - - _ _� - - - -/ `- - -�c�-r I- - - -Jj f N;4214'24' E - 1 / \ // f R S _--_--- ------ O _ - , "K' 105.62' - 1 ' - rJ / / ;'�. \✓ i /' `'\ / (C D 2.3 4 CF.• S) E " - -- - - _ - - RE - - - I - - - - ' _ ! ,'z, ,< 0 r / / r / (845 j7) - -a +- ` -- -- _ % 1/, 26 09'n••s s"eN / f 85.31' Z14, / / _ .. ____ ,_ __ CRE N, 23• ti / f / -- - i _ . �- .W ' /� �P\' f \ ASE / I I f '' t �3 \ L� e I - _ tea' D fie°® -se e`a s~s� :� _ - v � Iar. �3 Q o i / / / /( _ 92 ARES / ( 1 _) I I ( L� I i- -- N . ^I �' 1 -� / / 24 i �m 3 N j ' (' / ( 1 U+ I^1 f w w 1 Z r� m -� / (894 24 '/ o o I 0 0 0 I 31 7� 0' 1 1 �il, J_� l; v. I ti>%� 3 w1 I i 30 w 29 28 :r 27 26 25 -'ri ,- / 1 2 I I B 5 i ,n H' , �� �� w�/l f l �� / i 1- - Z I o/ I 7 ADJ 6 Ln` o' to o coo m o a�O 1D r m_ °' 5, �/ I Y J o -1 %/ - 7- -26' ; lOE .A.0 f':' - --i,,, 1 �! Q '@ I v i �;ro1 `�.. o a o rr;F`' O o � / / -\ \` _SEE NO X14 - I - !' 0. 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I 1 - I � .,_.,,� 1, 1 1 c6 1 W,� 1 - _ 11 m I I ii a `- _ 9 \ \ - I \ I - �"- -' , 1 N `� _.. 8 7 -;C -B7 - ti I _y`. i_ ti 1 O J Q' '? I 6 I- 3 I i I 1 2` 4 I is U FILENAME: 0547PPFA SCALE: 1"=100' -- ;- I � + --_ 2 f z 62 44 23' _:, gym._ _ '4 .___.- " " _ , tJ I I II O i t i o ,► r _ �' o' I - - - I Iw o 3 I �>� I _/ L1 4s 53' t:4o'` "`..__5446 5 . 4�' . ; �� _ ` I i 2 I 1 11 . L - ':-` I ° SUBMITTED DATE: 1/8/15 - t - - - - - �, -I I- , '1 0 � - J 3800 SH No. 6 SOUTH. STE. 108G <77845> \. I l �`�f ,, J w i` 0 o ^^ O.! O '3 1 \r 1- - I - - s ss H i G I ° ' REVISIONS: 2/9/15 i <Sr,�Ci 4 . r , 'l Q' - - -- o V� , �r.Fg',,., \ .l . I ,1 \-=6�, � ' _.. _: POST OFFICE BOX 9253 -------... ---- �1-- o I E T _y' u I Drw"vviv 0-Y: R.i�.nn. VjMASE iC,,,� I ' - - 1 \1-----325 ' I 3a R o. IT- 4 o u 2� / Flo' 65 -LO IS _ . N I � 1. 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X • I, rn \ O v�,� V L Y 2A �✓ ,f �� U ! c , d )� I A \ \ - t 1 ! ii Ii t v - \ \\ Q3 11 �00� 0 i Q _ ` 7 \ a \ 1 i \ ,' , �� _ °" o� 32 \ oma. ` �\ �2� 1 N so25 z z 0 1 I 11 j o ' 11.1 m O 1 �� ..- \ `����\ . � \ `, /�� � .._.- '/, : \ - A O \ ' �.���. , r,� /4a E i \ �, U f� 1 TEXAS FILM REGISTRATION No. F-4695 3 11 nMIktA-rI- MAMIA 1, X 11" :re I,- N f- -Z, 41/7 ri'm vt-x•I I- r -MMM It t4 -I!•__ 9 1 - k/�_ 11-11 —7� L 1-77.0 \U2 CC UL I L� _@ z O� L 4'12 C3 T35.55 POND #4 Q 0 jj 03 1:2) 01 \ 1{ \ \ \ / / //r% 'i V/Ari /; f� . // /[/1 P;`. i E . \/, �,( �.%,R: j, _/ �/, 1 _: <sJRJ �'s .ry C s, ice�Y ' °sy s. ,/ 9.sR3; O KASE—FOUR 1 20 1 Z J� 13.8 'lip L (,D\\ 304 1,39.90 h`l W �^wvvloslrzo r53- -SE ONFE Q 5) k ACRE!5) ry�(E3) _k 166 87 41) - e co JK 1/2"� 1 R 71,; 202 6 nQ66 /A Q ;j V 144.50' 'PED) I I \ ` U8 v/ (D Ju 0, 4 Arr _\ \ � 531 306 I.q �`�,U3 ocs,Gps A NO'.V' I Qs:�M \X 01 U2 w V -*N U2 14-3.1Z _j /,-V% Q) x 41 6'o) \ \ L j1 /// i �I i 1 ' CC! �6 ' Nl� ?K -,,P (L3) V I G 0 \\\ 9- il5.uu G �wo ,, O �/ �s O �' rr_ l Q C5 L \'r, \ //^�� f i� } / ZO \ 5\ •.`ti / ♦ O� /0 29 /� i / d _ o o =� - - or It -7. 25 In t4 36 � ' l,r / • �\ `,�'' � ✓ 5 � o � � \ , i i r ti 20. 0. ASE"-\TH y z f \\\k -R )I AC 6) V, X %03 \ NATE 'ARK RK W. 50.52� R11 3 lb vX, �ry NAGE t5 / U8 /_D v c;\ ♦ Q11 V 126.1111 1 11 '34" \ \� 1 7 \ \ ) S + , ` f138-29 E'ONE -, F - Q Q Q) 0 /2' I.T. ACRES) R En YR. FLOODPLAIN (10 5 [F:Muj uj 0 ES w 0 100 ri 0D. 43 X. > -0\ Q 11 5 DETERMINED BY o /If (D DRAINACE STUDY /e. 01, (D lir-�j 0 .5 W his'101 L 2 2em, EW 0 HASE % 04 li4 VrIA 20.00! ERI�, ol I U22 ANAID" 1 5 Z AD 0 01 .304 0 k AC -T /_E & VARIA E WIDTH R.O.W.ROW) L. 4119, Kti x1 i P IV Lo 1120, 205) tr%a A A -mat,-% g 1, 2 4. 5 18T 'RETENTI R) Lo ROP �3 I wy\ 03 R OND /0 \(P (14.455 —AGRES) 20' 111 'l 2304/132) L I ig J , § V111 2A F4�8; W N 187 W-121.437 ACRE 4IN (D N Lo I -q 41'15' (D �xz �9. 124,58 '76 0 1 � I A --EER - 0 11 D.vu C%J �90,cs do, 0 115.00 24.58' (D (D 6 .h, .�.` \\ 1 t i �t 1 , , `. jn26 ul 0 • G U61- ;2 -P, 40*1 (D 1 0 W 124.72- �2 41 ol , -�,i I 1� __� . L (D '5Z7 E N 4.3 49 G -S, 114.56 L AV .70'_ Ir i1257V } ,' — \ ji a v �U2 _A00-16' \'\P� Q7 UN G 87� 1 Vin_ > \ `\ \ \. �` � 4 � !—' j/2" I,� IEXISTING f N)J 28 ID 2, FNE). r , A 323 40- P.A.E.,��',� / 12 , a ISM" I� 150:" 0' LO 134.4V 10' IV T/ 'GIONAL CA-n(A Q j 0 STATION A rl A_� < 0D 69) - 42 200 \--,b j 45 P.U.E. C3 0 (U5 - '39, 1 w U ilk uo '11,14 .0,9. 0 ♦ '&. W7� NJ L -,A, Q '114 `jll�> -br" 46 11166- QUO �.AS, 05 lup, ul uu f \(8 <8) (D 0 /,(3> Va. V_ ></ G 17 o (2.'3) ti s.31 lk, fill16 Co (D \12 n7 '> ?� �0/ : !,a 02 x 15 v 0 / ,ih RISP� • W X/ (8 (D X !\ +,,i i [ rt , ; ,t �\ / \\ \'Sq U4 (D 11 ( 4,4;t� ` \\� \i X(l o \� ti • \ \ \ 8A rr \\ \ i / O X- 104 N �4 R /0 PH @ 04 4 0 LA N 2'.51 E 2�O 16.074 01 t I,� lip ill- , o" W 'N 43-2f S 41'13'��r J11 114.48 & "6y 16 /ff n2 )N 3-03"19" E x 4 36'W E NF 1 2.5V N%\K, G) Q G I L__j 4, '37'40" E N 31 6 ;u I 'll i[- - PRIVATE 1 @ 14, oz'PRIVATE PARK \ , �./ �\ \ e, \ ` \ / \^ `_:/ o / / `� / \ o o \ ^� /j N { (lam, I o _7��i`,,\RETEN-nON/DET i2i74�4 E (D 02 0 5,! & DETENTION I 35 FACILITY 3 137,62' 0 0 FACILITY 142.86' POND ell uj> HUNL) #8 24.14' AA 108 v 1 0 Jio Q�l IN, 36� -5 - �.� �', �`1'` , 134.67' N 43'03' 10 i! ti1) �f o L L 81- .......... -2 UO N 42*21 3" E-1 61 IN 1_/O I.R. too 69. Inn N 44 36 E QQ u _T 123. 137.34'S 4 IN 42*21'23" E-166.2 19 v \\ j A VA w /4� L 00 YR. FLI�ODRLAiN r (D S DETERMI.D ABY.21 \v I { / I, I 28�_N 43??�,35"-E N 42*22�22' E o°� o6 /iteN';'� /0 2% i, 5 4 RAINAGE Y\I 168.26" 123.03' 0 @�� f„ 11;1 I \ \ , �; \ o I r , I to 1 N c\w: Nj r cy / Z 39_- i— S UR. v 4__ 02 -STATION L— — — — — — — — — — — — — • 119.11, 12,3.26- 50. 33,4��' xm_ — 9. 7' �2 3 A" s 7 32' S 420 23 18" W 1138.50' TEMPORARY30! P.U.E. CUL-DE -SAC BULB—V (410/417)— THE 100 YEAR FLOOD PLAIN AS DEPICTED ON THIS DRAWING IS BASED ON A DRAINAGE STUDY PREPARED FOR THE CITY OF COLLEGE STATION, AND IS NOT ADOPTED BY F.E.M.A. IN ANY WAY. N-- ROYDER ROAD (PRESCRIPTIVE VARIABLE WIDTH R.O.W.) (PROPOSED 80' R.O.W.) 6mm� 6mmi I PUBLIC R.O.W. DEDICATION SYMBOL &LINE LEGEND —X— BARB -WIRE FENCE —Fm— LOT 15 LOT 32 LOT 33A LOT 54 (CALLED 2.06 AC.) (CAU 17 2AI8 AD.) (CALLED 6.73 AC.) (CALLED 2.OB AC-) NOW OR FORMERLY NOW OR FORMER NOW OR FORMERLY NOW OR FORMERLY WILLIAM DAVID HEYMAN KENNY E. ELLIOTT WALTER E. HAISLER GARY B. & LINDA GANDY (VOL. 6439, PG t43) (VOL. 5555, PG. 27} (VOL. 410, PG. 417) (VOL. 1555, PG. 36) 0 PUBLIC R.O.W. DEDICATION SYMBOL &LINE LEGEND —X— BARB -WIRE FENCE —Fm— FORCE MAIN —S[)-- STORM SEWER OHE— OVERHEAD ELEC. LINE —W— WATER I IMF _ss— SEWER LINE 0 POWER POLE ZC LIGHT POLE GUY WIRE ANCHOR 04 WATER VALVE 9 WATER METER F -o-1 STORM SEWER CURB INLET ELECTRICAL TRANSFORMER D GAS METER O MANHOLE 800 3 SH No. CLEANOUT SUBMITTEDDATE: 1/8/ 15 FIRE HYDRANT POST OF TELEPHONE PEDESTAL REASIONS: 2/9/15 BUILDING SETBACK LINE COLLEGE PROPERTY LINE -------- PAC PKA17KIT LINE P.U.E. PUBLIC UTILITY EASEMENT P.A.E. PUBLIC ACCESS ESMT. PR.D.E. PRV. DRAINAGE ESMT. PR.A.E. PRV. ACCESS ESMT. B.S.L. BUILDING SETBACK LINE CO LOT NUMBER TEXAS F BLOCK NUMBER A COMMON AREA II A C7 grMP,HtCQI OR L GEND COMMON AREA - GREEN SPACE (MAINTAINED BY HOA) r ------ 4 COMMON AREA - ALLEY (MAINTAINED BY HOA) I I I SURVEYED BY: KERR SURVEYING, LLC 409 NORTH TEXAS AVENUE C BRYAN, TEXAS 77803 PHONE (979) 268-3195 SHEET OF 4 PRELIMINARY B _NTVTSjfo`YkT 115.427 ACRES A. McMAHAN SURVEY, A-167 & SAMUEL DAVIDSON SURVEY, A-13 JESSE BLEDSOE SURVEY, A-71 COLLEGE STATION. BRAZOS COUNTY, TEXAS LANDOWNER INFORMATION CREEK MEADOWS PARTNERS, L.P. c/o OLDHAM GOODWN GROUP, LLC 2800 SOUTH TEXAS AVENUE N, SUITE 401 -f BRYAN, TX 77802 Ar in owr EMAIL: Chris.rhodesIkIldhompodwin.com D FILENAME: 0547PP1 A I SCALE: 1 "=100' 800 3 SH No. 6 SOUTH., STE. 108G <77845> SUBMITTEDDATE: 1/8/ 15 POST OF t BOX 9253 "I REASIONS: 2/9/15 nnAlAt-1n . n A kA URMWIll 01. R.K.M. COLLEGE CITATION, TEXAS 77842 EMAIL: civ I@rmengineer.com 11 CHECKED BY: BRAD KERR FIELD BOOK: N/A PAGES: N/A OFFICE - (979) 764-0704 RME CONSULTING ENGINEERS I FAX - (979)'!li64-0704 CLIENT NO. PROJECT NO. TEXAS F REGISTRATION No. F-4695 2650 0547 SHEET 2 OF �- \` _�� SECTION 1 C % V PHASE 1-B N 0 300 600 (1 0030/1 1 5) SCALE: 1" = 300' SECTION 1 C I- _ (8947/240 W v rn h ' r r A. McMAHAN SURVEY, A 167 -.. - ,_ ; _ _. _- SAMUEL DAVIDSON SURVEY, A-13 * i v -h> h/ SEE \ <� \ , r f > rr<cunnnvHrc t - I, " PLAN NOTE #16 '� �� ° }z ) \y > r v a \ i� \ ' \ Y{ k ^< x > yv v x �9 z , ti>\ SEG'i'ION ' i, `�° ; x, << s` z ' \ ` v < < h� `x ,' ^ PHASE 4 Y t k.7a. Y f- R �/< .' Y> J 1i9.3fi 269 \ {<, { yam\ z ,� >\ j l_, � I\ yf �, x xt , -\x t = x s,r .,c X�r'� ><, - \ 1 5:v\ \'\ t a i \ � ) \ '\ \, < Ln r \ _' { { c 9 t/�'� �j`' y,2 ,ice; s>j ,� h u .x� ,�„ .r2- - ;x\ \ N \ < / X SECTIOt�t 4 �t �' \ < t\ } ti\ \ t - - sr „a x ti . _, ,„ ` :: r ` „- „ Y` >IT � , ', y � CTION 4 " X><. r F >k \ SH E E T f�' 653 { ;� V ,� , ... „ r ct--r ��T rl� . _ _ __ _ { _. V I I L_ L_ 1 V 'I , v i � \{ .. _ ` 145'' \ r , r' E, t k , ri - AS ,. ,;x \� a >..h� \ { ,^ ,x- \ c xN x 9903 ,166 ;>4' z \ «, M fz M ��': \ T{ „, ` 4 kM .� ' xi. a ,, „ .. t N x a ,,, a r, x.< .i, t, ,. C. < Y \ k, , / Pl-tAE' 2C y ? >` ' < \ f fSE N 2 - r� 4 / r t r > z \ CT10 jF- L41> 5E TW0 h k, , . 1k,,ti, ECTION -5z` \> ; >> �:>i2304%i31\/ >' y `"_, k 1 \ < y r k 5 r \ x > �` < \ 4 x `�� E h 5 ^0 �� , Y ! ... .. ._ _ :, .., - ,, i ..-\, .. „ iX r, e:Yr ./,- ;:,<:F„ -z«, .M ,[. ,; , Y .+, _,>ti_,,,,.t i t.,..i<r. j i, � > 4 ', < 1 r.. , , ,< _ \ ,, .<. .. d ,. .. ,.,.,a „ , ,. ,(r„ _:.r.,',s,. l },:, ; ..., ., „ nlv,,,ry .:<„ ,l:,�-^ -_ < : , :5., „ /� r,.'\ h. ,v : ..Y 7, d \. <i \,„ h, r.. „>€::,,...ter_„ ,_G (� xV S, >>x tt:aX „„,. „, i t .,.,.:r ,, , , .... 4 . P r x ,� c , _ \,, , s x 'f ti XXi Q, 'fix x x \ < o R '� S• ` >, L. > v ax - , F,,, \ \ x Y "i}. `J, \ ,\, ;x, h F„ r, nS )� .N. ti �i<' C;L. n.,C\ v X i i „ECII 2 L X 4a,\ x ,> - � ,. ,.., -,�. „_ ,k . ,O„ k, 'Y _ .. _ . , ,-..�.. > ., , kms- ., v ,,. ti -, .- .. _ r -,. >,,f , , „ �, ,. > 'l , - ., ,,, T. ....:>1 ! ri1�h 1, ./'.ter ,<.,.,_. i<++y;>Y y, z n k >` 4 S. G'{ „1 4 K a' v/ k; K <fl „ G� w X.,` t „ > �� : _ r T M 1; ') , `,�i ja/._ , '\ 1,,.„ _ .`J, i�i\r� ,, ri ri" _',, , r,.v. T,.<aa.e.. .., �` ,v )G'C` ,.. _'.::: _:,,,,'v,. .� S. :,\C �i \. \ y xti\ 5 /, >� \ \ �" , F c r. , x F % , . _�, > _ rxn x max„ \, o,.ty r k kx„ k rx ,{� X. X t ,. 'rx ;�{ .,\ -xt,, > \ ✓,r`- „r, > < Fr �;:3,,;;<x 5 X ` N; „{„`c`., h l`^' `7v,':, _ t:; n _ S. .. ,. - r , .. , Xti . h Y„ ,! ' _z < t% - .-. J,�r.r fJ ,. •., ,._:. iC .s' \' f�' ,!;�.` ,`,i) \r S CTI.ON,,,1.B <_ G ,,, _,.h , ... „ \/,_„} .,Sr,. .: f .hxx „X%Cr r..i\r ,,, ,.. \,. S. , ;.. ,,,, , -,... ..,. �:.,, ,, ., < . --. ), ) ,,.;.i'v`„ _^� ,:.YiC"� cc' ,r' ., , . ,. SECTION 1 B P ASE ,ONE , F ., ,. ) :. a XY 4. ,k.:,. PHASE EE< s.r: „ x / x r i '4 % { c 25ll1tS' 415 151 ,, ( r L ;� v. `\;. \, ,y.\,,. x,l n,J„C'„y„ ,�... , ;U� < ti7... - `< / , sJJ,X„� {`<k';C ,< , {- `J! `` �:�:'7 - k, ,, , ti , �( .2 , 251 ti. ,.- .,, ,, ,,r,,..: .ti .,,,., { , . )_ SECTION, / <' k Y. ^,. v ^ >. „. ,, <., %,� AS � k.. , ' ^x, ..„ r -.- ., ;fX� "•'. I ,,.SEOTION 1B X ;:X �,Y�{' ' = i.- .Y,>c ,.'i.:" .'�, . , .r\'._,:c' ,�. i:;=:i. ,. 5.. ."i 2,. 4 ,s : y ' :- ^.'.0 f X: <Q�` ,z, < .R..JC) �"iC7,� a? . . PHASE; \ . 0, sa .,. ro,:-,,,. ,r ,., „ c < \: x' l X:..\ x, ^ \. ,\, � ,,,v., i 145' ,: - �'J, X - r 1 x^ .`<{��S�c^c v ,` < ' `f l` . < '\g ?�?'\�h \ \ ,�... i,>, < < "^\ x v,,,, i rix. 7,;r .',.\ ..„',/\-f.k < ` -,t '�5,. ,<r, � r' '\ '�, �> } ;:, "' i ', \:} `''tnr, .'YY ! (l `\ ti h ill.`' -:ti? { / a/' s" a\ \ -1'" ' �' h C z ,. „ :! , SE1 IOIV..1 B; _H r > x 'SECTION 1'B ? \ Y „Xw sx , u,:..,_, T PHASE ;ONE, v o 1 S O to PHA OUR a SE _� E \ 1 C y - - " \: '. \ anr. , �S< ,,> 5 ;80 8 , ,, , > \ xt 2. ,'251: > fi` \" I o - x . , � 8028'.2 25 ' %, W \ c <„ , �':;. ;Zi: r:, .may' i`:- < 4 \? t `�,,`\ ,, �xS. K {;<Y,�,.^ P.H: - <4'".X < cY �\ �"�' \ c' :. S /r r ,S / X\ ��1: T k l Yrx`rh?; i }< v ? �/ - ev -r z nc w m ,� x„c - �;� / x : ,, 4y. .'x x. 2 v, „a.,,�n x^vy, v yr y- 1 `�';. ._ .... ..., r `. ,,. , . _ ...., _. _ . .... _ �lL _ __ ._ n a c X? ^ \ P a „h �, ;< o� <� r'�r,x'' .hti x.< M v v �` x �, - . ro.,; Y; , t,<,. < , rok. , x, EE O �x,.. �. F 4 �. xu„ I a v , / r >t ry <>.,, , > , ,,,, , >.. r .,,.,, > h SECTLOM 3 i \' ^ �' ` \ } h166& BY� ` /0 t _ t S' 1/ jos _. \ .\ '�� ' \ ;,_ x \ >' r, � }\ tx y < `.axe ^,, �� ~x > < x } 7 a ? yv < , ��5 ECTION �► ` '<'1 c< } _��� \ pN �1 SECTION 7 cc�rinniN y\x H ('s -z- , i 32)L , h v x x ,t 1� P 1 u \ < r < < ri _ `<� Y' {PH �� r \ t' rX Y <<�\ \ 1.,! ,. SECTION 7 \�, ti {. M. L b �' . ,� (P 3} H m "' _'' \ PH 2A) z ,;,X x > y �< \- = , s.,� ; xI� \ cn < o :<, s: ,«r F 1 . {. \ �` _I // I \ \ \u� u ' m Y -> J^h�X`'`•x' .iV'.'~.: - \� ` ^` , -:r tixv. v �:r\� _ f /V W :> ca C< / �/� K .., 7 - < k,<, I W ` „x,n r G O :, �. \ ' \ r 7{< �� , �Q , U �I w },: ��" ` � \. �'7 ti,. x x ; •d J<;j7\ 1 rr, �, <� \., `-J y' < W t \ \x ♦ . F . SY C \ \ 3 h� �i �v u < >< k U x x x/�� �xTx> rj'\ u r,ka� \'c ON SECTION , 5 { s v4 r k PHASE ONE v v ti v v ) ,r. y, „v: `�`>;tn{� <r, vkx � i�„<An, }�.�%: tr.", ,r n. rtv }�...:�. �.%.,V i V� ' (8989/9) x) < SHEET 4 OF 4 _ _v �- - -__ _ ,.._. _ r - .. -�_ .._, .. - __ Pi ELIMINAR Y PLAH NOTES: G=_EFN RAL: 1. THIS TRACT DOES NOT LIE WITHIN THE FLOOD PLAIN AS GRAPHICALLY DEPICTED ON F.E.M.A.- FIRM COMMUNITY PANEL NO. 48041C 0325E, MAY 16, 2012. ®■ 2. BASIS OF BEARING: NORTH ORIENTATION IS BASED ON GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION. 3. ALL PROPERTY CORNERS ARE MONUMENTED BY 1 /2" IRON RODS UNLESS OTHERWISE NOTED. to 49 4. RIGHT-OF-WAY DEDICATION. OF ROYDER ROAD CONSIST OF 1..6.17 ACRES AND GREENS. PRAIRIE ROAD WEST OF 0,676- ACRES.. ALL. OTHER LOCAL AND COLLECTOR STREET DEDICATION WILL CONSIST OF 61.38 ACRES IN TOTAL. i� � 5. THE TOPOGRAPHIC AND EXISTING DATA SHOWN WAS SURVEYED AND PROVIDED BY VANNOY &ASSOCIATES, INC., UNDER THE DIRECTION OF MR. RAY L. VANNOY, RPLS 1988. THE BOUNDARY DATA SHOWN WAS SURVEYED AND PROVIDED BY KERR SURVEYING, UNDER THE DIRECTION OF MR. BRAD KERR, RPLS 4502. 6. THE UNDEVELOPED AREA OF THIS PROJECT ARE VACANT/AGRICULTURAL. ALL OTHER AREAS ARE CURRENTLY DEVELOPED AS DUPLEX, SINGLE FAMILY (DETACHED), OPEN SPACE, AND COMMERCIAL. AREAS CURRENTLY UNDEVELOPED WILL INCLUDE OPEN mSpArF AND SINGLE FAMILY (nFTAC:HFn A, ATTAC'.HED) IN COMPLIANCE WITH THF APPROVED MASTER PL AN AND PDD ZONING• EASEMENTS ALL BR A ALL UTILITY MUST BE CLEARED OF USH AND 0 SC PING 0 7. TREES IMPLYING N LAND R PERMANENT N THE U11 I OWED. ST6UCTURES WITHI L TY EASEMENT WILL BE ALL 8. FINAL PLATS FOR ALL DEVELOPED AREAS ARE HATCHED WITH VOLUME/PAGE INFORMATION CITED. THESE FINAL PLATS WHERE RECORDED PRIOR TO THE PREPARATION OF THIS REVISED PRELIMINARY PLAN. 9. UNLESS OTHERWISE NOTED PUBLIC UTILITY EASEMENTS LOCATED ADJACENT TO THE STREET RIGHT-OF-WAY ARE 15' WIDE AND REAR PUBLIC UTILITY EASEMENTS ARE 20' WIDE CENTERED ON THE COMMON REAR PROPERTY LINE OR WHOLLY CONTAINED IN 5INGLE ROW PROPERTIES. 10, VARIATIONS FROM THE CURRENT APPROVED PRELIMINARY PLAN (NOVEMBER 11, 2014) ARE SUMMARIZED AS FOLLOWS: A. MODIFICATION OF USE TO SINGLE-FAMILY, PER PDD ZONING, IN SECTION 1 C. B. MODIFICATION OF USE TO TOWNHOMES, PER PDD ZONING, IN SECTION 1A, PHASE 3 & 4. thB. RE -PHASING OF SECTION 6, PHASE ONE & TWO. i1, BLOCK LENGTHS ARE ILLUSTRATED ALONG THE CENTERLINE OF THE PROPOSED STREET AS SHOWN ON THE INDEX SHEET. 12, COMMON AREAS ARE NOT BUILDABLE FOR RESIDENTIAL PURPOSES. DIMENSIONS SHOWN INTERIOR TO THE LOT ALONG CU VES A A C LEN T 13, R RE R GHS. TH 5 DE ACCESS EAS P.A. - 14. E 2 WI PRIVATE EMENT E SHOWN ACROSS LOTS 1 4 BLOCK ONE SECTION 1C PHASE ( ) 1A AND TB IS SHOWN IN AN APPROXIMATE WAY ONLY! THE EXACT SIZE, LOCATION, ORIENTATION AND/OR WIDTH SHALL BE DETERMINED DURING THE FINAL PLATTING OF THIS SECTION. 15. THE INSTALLATION OF STREET LIGHT5 WILL HE REQUIRED AND INSTALLED IN ACCORDANCE WITH SECTION 8-T Or THE C005 SUt3 DIVISION REGULATIONS. 1� TEMPORAR R OTE ACCESS WI I RE PROVIDE � CONSTRUCTION OF SECTIO ! C HA E THR GH t OT F ,.,, ,�.,., .,.,,,..Y .EI:R,,,� �� �� , ,..,.,�` •!!TH THE � ,,.,. .,, .,�.,,�.,(; 1.,, P..„SE THRE� ,,,,.CL.,,: �... ARY AC OU CK ONE. THIS TEMPOR CESS WILL BE REM01/ED ONC A THR GH STR C0 CTION 0 THE NOR BLp E EET NNE T 1H, IS MADE WITH CREEK MEADOWS LOOP, 17. SECTION 7 PHASE ONE &TWO WILL BE CONSTRUCTED PRIOR. TO ANY PHASE IN SECTLON 6. SECTION 6 PHAS O , E NE WILL BE CONSTRUCTED PRIOR TO SECTION 7, PHASE 3. ■ MEOWNER'S ASSOCIATION HOA : HO .� � BUILDINO SETBA S ARE ESTA,BLIS THE 1. CK HED IN PDD ZONING APPROVED ON DECEMBER 18 O CITY OR 2 14 D INAnac , E Na. 2014-3623 , AND THE COVENANTS, CONDITIONS, AND RESTRICTIONS OF THE SUBDIVISION. SETBACK INFORMATION & OTHER ERITORIOUS MODIFICATIONS ARE GENERALLY AS FOLLO M WS. SINGLE-FAMILY SINGLE-FAMILY DUPLEX (DETACHED) (ATTACHED) FRONT 20' 20' 15' STREET SIDE 1.5' 15' 1.5' SIDE 5' 5' 5' REAR 20' 15' 20' MERITORIOUS MODIFICATIONS: SECTION 1 A PHASE 3 & 4: * - = SECTION 1 A PHASE THREE & F - OUR: 8 d U. AC6,' M '� AX. TOTAL 122 D.U. ( ) DRIVEWAY STANDARD (SINGLE-FAMILY ATTACHED): .MAXIMUM ALLOWABLE DRIVEWAY WIDTH OF 2T SECTION 1C PHASE 2 thru 4: t n nnl lr nn nrrA ni irn T, nn u�1 nr n nl "Orn M I Ii COCl rTA/�11 n�nir v HT D AND lJR G S rn,,, n,ur, i �n in,�r IH�.nC VC IH�.nGU I WV I.HR HRA E RE I t G �t�IRcv vvlln CHVrI DCIH+rnED SIIVVLC-rHIVIILI UvvcLUIJG Llvll D BY RES AS RE UESTE IDENTS THRO TH BORN CO Q UGH E WELL MMUNIT1' PLAN. . * A UNIFORM SIX-FOOT FENCE WITH DESIGN ELEMENTS SHALL CO T THE BE NSTRUCTED A TIME OF THE SUBDIVISION DEVELOPMENT ON THE NORTHERN AND EASTERN PROPERTY LINES. . 2. ALL COMMON AREAS ARE OWNED AND MAINTAINED BY THE H.O.A. SOME COMMON AREAS ARE WHOLLY ENCUM13ERED BY A PUBLIC UTILITY EASEMENT OR PRIVATE EASEMENT AS INDICATED IN THE COMMON AREA TABLE. 3. H.O.A. EASEMENT ACTIVITIES AND/OR INFRASTRUCTURE WILL BE REFERENCED IN THE COVENANTS, CONDITIONS, AND RESTRICTIONS OF THE SUBDIVISION. 4. MAINTENANCE OF THE WATER SYSTEM WILL BE WELLBORN S.U.D. FOR ALL SECTIONS. MAINTENANCE OF THE PAVING, DRAINAGE SIDEWALKS AND SANITAR Y SEWER SYSTE MS WILL BE THE CITY 0 F COLLEGE STATION 0 THE SY NCE STEMS ARE CEPTED BY TH AC�_. .__ _ . ...E CITY OF COLLEGE STATION, MAINTENANCE OF THE PRIVATE DRAINAGE AND DETENTION FACILITIES; COMMON A WHICH LUDE ROAD ARC S ( INC WAY MEDIANS), PEDESTRIAN ACCESS WAYS, AND PARK LIGHTING WILL BE THE CREEK MEADOW H.O. A. CONSTRUCTION STANDARDS & NOTES: �� "I. WELLBUNN Sr CI' TILITY DISTRI T WIH N E AL U i L i WILL I-'KUVIUE WAIER�FIKt SERVICE 1=UK IF!IS SUBDIVISION. ALL NEVY WA IEKLINES MILL BE DESIGNED AND CONSTRUCTED TO THE LATEST B/CS UNIFIED DEVELOPMENT GUIDELINES, STANDARDS, AND SPECIFICATIONS. SEE PRELIMINARY THESE WATERLINES WILL BE LOCATED IN THE 15' PUBLIC UTILITY EASEMENT AT THE FRONT OF THE RESIDENTIAL LOTS. THESE PLAN NOTE #17 FOR WATERLINE5 WILL PROVIDE THE REQUIRED FLOW TO FIRE HYDRANTS TO MEET FIRE PROTECTION REQUIREMENTS. A WATER SECTION 6 & 7 HYDRAULIC STUDY WILL BE PROVIDED ILLUSTRATING SUCH. 2. THE PROPOSED STREETS WILL BE CONSTRUCTED TO AN URBAN SECTION WITH CONCRETE CURB AND GUTTER. THE STORMWATER RUNOFF IN THE STREETS WILL BE CAPTURED AND CONVEYED BY A STORM SEWER SYSTEM AND DISCHARGED INTO EXISTING OR PROPOSED DRAINAGE SYSTEMS. DETENTION FACILITIES WILL BE CONSTRUCTED TO CONTROL THE PEAK RUNOFF DISCHARGE TO PRE -DEVELOPMENT RATES. THE STREET AND DRAINAGE SYSTEM WILL BE DESIGNED TO THE LATEST B/CS UNIFIED DEVELOPMENT GUIDELINES, STANDARDS, AND SPECIFICATIONS. ALL PAVING AND DRAINAGE IMPROVEMENTS WILL BE INSPECTED AID MAINTAINED BY THE CITY OF COLLEGE STATION. 3. SANIIAR SEvdEPC SEPCViCE FOR TriiS SUBDIViSiviv vv'iLL BE BY MEANS OF A GRAVIT' COLLECTION SYSTEM DE�iuivED IN ACCORDANCE WITH THE LATEST B/CS UNIFIED DEVELOPMENT GUIDELINES, STANDARDS, AND SPECIFICATIONS. THIS GRAVITY JCOLLECTION SYSTEM WILL ULTIMATELY DISCHARGE TO A REGIONAL LIFT STATION THAT WILL PUMP WASTEWATER TO AN EXISTING GRAVITY SANITARY SEWED SYSTEM LOCATED WITHIN THE CASTLE GATE SUBDIVISION. - ALL SANITARY SEWER CONSTRUCTION WILL BE INSPECTED AND MAINTAINED BY THE CITY OF COLLEGE STATION. 4. ELECTRICAL SERVICE FOR THIS SUBDIVISION WILL BE PROVIDED BY BRYAN TEXAS UTILITIES (BTU). THE ELECTRICAL DISTRIBUTION SYSTEM WILL BE LOCATED IN THE 15' PUBLIC UTILITY EASEMENT LOCATED AT THE FRONT OF THE LOTS AND IN 10' PUBLIC UTILITY EASEMENTS AS REQUESTED BY BTU. 5. WATER, SANITARY SEWER, AND STORM SEWER ALIGNMENTS SHOWN ARE FOR REFERENCE ONLY. A MASTER HYDRAULIC ANALYSIS, FOR EACH SYSTEM, WILL BE PROVIDED AT THE FINAL PLATTING STAGE THAT WILL DETERMINE LINE SIZE. pp•- ILLUSTRATED SIDEWALKS ARE 4 YJIDE AND LOCATED 4' OFF THE BACK OF CURB. 7. STREETS TERMINATING AT A FUTURE PHASE SHALL BE CONSTRUCTED WITH A TEMPORARY CUL-DE-SAC IF THE STREET EXCEEDS 100'IN LENGTH OR EXTENDS PAST MORE THAN ONE LOT. BO ND Y LINE D SECTION 1 C ATA LINE BOUNDARY CURVE SECTION 1 A, & -DATA 4 L1 N 47'04'18" W 130.89' L2 S 42'55'42"W 44.56' CURVE RADIUS ARC LENGTH DELTA ANGLE CHORD BEARING CHORD LENGTH C1 1429.19' 283.91' 11'22'55" S 38'29'21" E 283.44' C2 291.00' 52.56' 10'20'55" S 39'26'56" E 52.49' C3 1252.68' 184.97' . 8'27'38'' S 45`55'59" E 184.81' C4 290.00' 110.51' 21'50'02" S 51'53'18" E 109.84' C5 275.00' 20.47' 4'15'54" N 59'25'16" E 20.47' - N 87'38'58" E SEC_TION_ 3,_ PHASE 3. L6 CURVE RADIUS ARC LENGTH DELTA ANGLE CHORD BEARING CHORD LENGTH C1 56.00' 58:91' 67'30'16" N 56'46'67" W 55,56' C2 1355.00' 398.64' 16'51'24" S 59'21'54" E 397.21' C3 1475.00' 20.35' 0'47'26" S 68'11'19" E 20.35' L15 N 34'32'04"W SECTION 5, 6 & 7 . CURVE RADIUS ARC LENGTH DELTA ANGLE CHORD BEARING CHORD LENGTH C1 1004.93 303.85' 17'19'26" N 3°56'22" E 302.69' CCL yi u.uG' 73y.53' 46 J5''I b" N 18'34'17" E 7113 Fl BO ND Y LINE D SECTION 1 C ATA LINE BEARING DISTANCE L1 N 47'04'18" W 130.89' L2 S 42'55'42"W 44.56' L3 N 47'04'18" W 34.11' L4 S 48'54'07" E 8.13' L5 N 48'02'56" W 143.42' L6 S 41'57'04" W 300.21' L7 S 48'02'56" E 138.29' La S 4/'75'42" VY IOJ.z)z SECTION 3, PHASE 3 LINE BEARING DISTANCE L1 N 55'46'15" W 60.05' L2 N 00'31'10" W 30.25' L3 S 66'59'06" W 20.00' L4 N 04'12'1_3" W 27.41' L5 N 87'38'58" E 28.28' L6 N '38 58' E 42 52.11 L7 5 47'21'02" E 40.00' L8 S 50'56'13" E 26.6 - 7 L9 S 21 °24'58" W 50.00' SEC I IUN 1 A & 4 _.... ^ `" NCE 50' Z5' � 35' -. I W _ 82' .16' 96' .63:' L 50' L11 S 49'01'43" E , 14.63' L12 N 49`01'43" W 21.22' L13 S 62'48'19" W 34.06' 1 L 4 N 61 '3313 E 27.10 L15 N 34'32'04"W 95.93' L16 N 27'04'16" W 24.70' SS _ _ SECTION 5 6 & 7 LINE BEARING DISTANC E L1 S 48'03'04" E 159.58' L2 , „ N 47'36 42 W 160.70' L3 N 58'30'32" W 69.11' L4 N / i23'55" W 42.47' AREA LABEL A B 1 3.257 1 ICI IT 1. M A 0 NOT TO SCALE 0.086 . COMMON AREA TABLE AREA i v% ENCUMC3ERED AREA AREA (AC) BY EASEMENT LABEL (AC) 100% ENCUMBER BY EASEMENT (I 0.847 FF 0.228 - t 0. 3 5 0.108 P.U.E. FF' 0.003 P.A.E. .. Z C 0.124 P.U.E. GG 0.107 AA D ( 0.588 0.243 HH 0.084 ' 0.242 Q 0.116 E 1.40 II 4.103 PR.D.E. F 0.254 PR.A.E./PR.D.E. JJ 1.709 E E _ �' ._ NOTE: -G 0.760 PR.A.E. PR.D.E. KK 0.051 P.A.E. H- 0.293. -`, PR.A.E..PR.D. / E. QO 0.203 PR.D.E./P.U.E. P U.E. - I 1 0.452 '' PR.A.E./PR.D.E. QQ 0.172 PR.D.E./P.U.E. RI ir-'err�cc cna r PJv LIV nVVL,J..J E.JIVI 1 PRV. ACCESS ESMT. J _ �, 0.078 PR -A. .E./P.U.E. ..... E•/PR•Q-- ... _ ' -. SS _ _ 2.527 PR.D,E, K 0.659 TT 8.571 PR.D.E. L 11.122 UU 1.300 m L 0.091 P.U.E. W 0.155 PR.D.E. N 0.069 P.U.E. A 0.107 P.A.E. 0 I, 0.223 B' 0.041 P.A.E. P 1 1/1 i CC11 YYVOt U`ED ^1 %, i AOA I.Vov p t1 PR.D.E . Q NOT USED D' 0.161 P.A.E./P.U.E. R NOT S D U E E 0.109 P .A.E. S NOT USED F 1.504 PR.d.E. T � NOT USED G' 0.708 U i 0.271 PR.D.E. H' 0.064 P.A.E. VR 11.763 P.A.E./P.U.E. 1° 0.011 P.A.E. VA 0.594 P. . A E./P.U.E. J 0.948 P.A.E. v 0.075 K 0.135 P.A.E. W 2.006 L' 0.086 P.A.E. . ` X 1 3.257 M' 0.086 . _ _ P.A.E. Y O 5.893 PR.D.E. N - t 0. 3 5 - . _. P R.D.E. i .. Z 7.220 PR.D.E. 0 0.013,- _ P.A.E. AA 11 1.992 P' 0.243 B B ' 0.242 Q 0.116 R.U.E. lI 0.131 CC DD �j 0.682 E E _ �' ._ NOTE: n a v n �I 0.906 R.,,.E. E COMMON AREA TABLE IS ALL OF THE COMMON AREAS FOR THE - ENTIRE REEK MEADOWS SUBDIVISION WHICH ALSO INCLUDES AREAS - TTED PLA RECEDING TO I D THS OCUMENT. P U.E. - 'PUBLIC UTILITY EASEMENT P.A • E. - . .E. - P A R. RI ir-'err�cc cna r PJv LIV nVVL,J..J E.JIVI 1 PRV. ACCESS ESMT. . .E. - PR.D PRV . DRAINAGE ESMT. II . S RV U EYED BY: KERB SURVEYING LLC • 409 NORTH TEXAS AVENU E , BRYAN TEXAS 77803 L �) PHONE (979) 268-3195 SHEET 1 OF 4 1 � 1 UT A 1�T i Lc-il v Q T Tl� T Q T 1� I �.../ u -1 1�../ 1 .427 AC 15 RES A. MCMAHAN SURVEY A-167 & EL D - SAMU AVIDSON SURVEY, A 13 JESSE BLEDSOE SURVEY, A-71 COLLEGE STATION, BRAZOS COUNTY, TEXAS I LANDOWNER INFORMATION .,5;,,, CREEK MEADOWS PARTNERS, L.P. ',I 4 c% OLDHAM GOODWIN GR011P, LLC - 2800 SOUTH TEXAS AVENUE n °3 N. SUITE 401 BRYAN_ TX 77802 ,, � - EMAIL: Chris.rhodes®oldhamgoodwin.co �} FILENAME: 0547PP1 A SCALE: 1 "=300' SUBMITTED DATE: 1/8/15 I1 3800 SH No. 6 SOUTH., STE. 108G <77845> S o . POST OFFICE BOX 9253 REv� I Ns. 2/x/15 DR AWiv BY: R.A.M. COLLEGE STATION, TEXAS 77842 CHECKED BY: BRAD KERR ENTAIL: civill@rmengmeei.Com FIELD BOOK: N/A PAGES: N./A I1 OFFICE (979) 764-0704 RME CONSULTING ENGINEERS FAX - (979) 764-0704 CLIENT NO. PROJECT NO. l TEXAS F (IR.M REGISTRATION No. F-4695 Z� 0 Ub4 ��i V ��t•i ''�.i 1 I` //��J V i 1 1. RIGHT-OF-WAY REMAINING TO BE DEDICATED ON THE SOUTH SIDE -/r / II % / / L�c OR tUR"tRLT f / � ' OF GREENS PRAIRIE ROAD WEST TOTALS 0.175 ACRE (7,639 SQ.FT.). r / I / ___ -_ , , , WALTER W. RUOFF, JR. , / 300.73 & WIFE LYNN M. RUOFF \ F f `, / 1 / /- 'f \ , A i/ A • • 9 is CAL 1691 18 G. 111) �, / / ` 2. RIGHT-OF-WAY ` �'U "`Y /i r/ AY REMAINING TO BE DEDICATED ON THE NORTH SIDE / ( O6 08 \E ( ORES) N 42' 39' 06" lE �. �/ / /// %' OF GREENS PRAIRIE ROAD WEST TOTALS 0.224 ACRE (9,764 SQ.FT..). 1 l / I - q NJ X784}? )51.00 51.00 51.OQ 496.70' \, / 1 ,/ / / / _ f I \ jr ! �QRFOn„r RL v t ^ . / ^ ✓ _ - 34.41 .59 51.00 51.00 51.00 57.60 / 51.00 51.00 9s.72 78.37 _ - - ' /' i / � DGNALD &:MARTHA ROYDERV l� m '' S. I 1 - - - -;._` - ` - / / 1_ i -j / / /� / 1 / / ,�/ f i (PER BRAZOS CQUNTY APPRAISAL DISTRICT) / 1 / o �� i Ic°o "' 1 `?= s `, r / / \ / / � ( (CALLED 3.42 ACRES � / I I /' } n MQ r"cv 0 1� I I� i :- w i / / ,- I in _� O c2o o I�o I90 1�0 O 0 � 9 loo 11 � 0 _ '' ( his n �� 1 1� �L� 5 6 0 7 d Ia �i �� `571 �I w D 0 1 2w 11 4% 1 ' I� N IrO Ir 10 I %O ^� x 11 - _ o / lr ---- / / I I /f i / e /\ J !w S 633) l J >.? 51:00 ' 5 - - - - 'i / -- -� ' " E � v a //.....JJJ _ _ ! o Il• = Ili' __/ j �Y ,ib l / 510o s1.00' _ \/" 2�5� I %C�p o Q o / / f // f � / � I \ l 70 ---77-.. "` % 1 �-I- - - _ - A t9, i. i _, / 1� W N // j/� 3 j \ _ . / r ; r / l j ' \ � 0\/ l `` -� A. �L __ P=___-.-_i� r -r I ( W � �I / % / , / / • s 1 50' R.O. ry �7= I1 - 1 ' / / / i / % - s 98\ � - - _ 31v fi l.7C' 4214'24" E L % m / , / / N 03 34 22 W _-- _- / �' , "' ` i / �+, tV.ab _ / f O ( ; r - ,05:46' � . \ \ / / f ; / / ({ / 9 2.9 V _\ fir .'o, 11 i< to s s>•>_. 9 I O I I �/ m'' i q 10 1 14 /?y \ \ /' // ' -/ � / i / % f /' I s SS r" o f `05 2 I 1p { N 42'14'24^ E I a O I �_ (/ Q i\ \\ f `; O / h, "ski 15 ' ,o / 1?1.sr W I i 1 X10.00' r;� 110.00'- - - i i \ �\-- // /,! i" , ' , ,' NOW OR FORMERI Y ray 7� 9�. /' --_ m \ �// / % / ^ / / 3 m I I ( 111.05' -j- \ \ , / �lnATT M. & WANDA SUE ELl1QT �`�`'� / /` / / / -,S 52`Joj•.. /4, / ss.27' 1 I I 0 � I ' 11 f r I _ • I ' 15 _I 1 _r,ow �K FOR\ f f If _ ? /- 1 / ` / / / / V9L. 2510, PG_ 326 - O M / J 1 I CALLED 6.77 ACRES � . - o ` 5g W ✓' l -_ -- 66.28' - J I a. �s o 14 / / / _ - - -1 _ EDWARD C. & 1 � / 0?"I f o 12tgg. N 42'14'24° E I 110:00' ;� 110.00' I ? I. I- -M ( �\ I __ / I / 736 W m / n^^:'n / 7 /- 15L5� u {.\ / 111.05 ARITA d'pELL / ADJ 1 ADJ 2 I 7 � � 6 � / % o,. Z - 12 ' I � I I LOT 3. BLOCK ONE l �� ADJ 3 ADJ 4 f _l; zi / %j / / r s 57 / i I f 7 . / '5 16 �, / , ADJ 5 1 � , � "- ct / { O �i_, I O / ( . 1 J O / a �! I (VOL 7005, PG. 246) ADJ 6 _ f 1.�� _ o I 6 f" 9 N 3 o � _ QW ORF \ _ i - ORMERL 'S' - - Y 7 W _ _ NOW 0 1 , 1 R FOR // % / I r - , /` MERL, NOW OR FORMERLY NOW QR FORMERLY /1 NOw OR ORMERLY " N 73 240.^ �� l 12Z�' l l -tom ,10.60' 1 lI W 10.00' OR FORMERLY 842 ,.,i" ( _.._ YN 111.05' SHERMAN ALLEN i WILL c4c BAILIE,-HUDLIN MATRON GRAYS / _- l 6 /_ 1J I_;. _ / pr� % �TOMMIE ALLEN ,0HAM9ER5 / (VOL 343, PG. 759) (VOL 109,221, -P-G 248;153) ,(VOL 4762; PG. 227) VOL 562 FG. 4 6 ( LONE STAR G�;S CO. AUGUS NE E. PALMt�ANO / f y- / �� c O t / �_I ( / �\ (CALLED 0.128 ACRES) (CALLED 2 ACRES ( 7) (VOL ,148, PO. 226): & D NNA L. PALMISANO /' 12 HA / t l ` �30r Q 6 13 { i } (AILED 0.872 ACRES ( ) O / 0 5T - s _W-- m - l LU c I I ` lmj � , r % , - G ) CALLED 0.62 ACRES f �s b { �, O O 11 17 ' f VOL 7479, PG. 230 to' P. Ic 1 = �_ _ - _ �/ (4.7 C i X85' - - I'r _ .{ ', f� ( 111.05'. i. @d 5 /` ` CALLED 0.861 ACRES / / // (8 /74) �g SS3'10^ / / 'b / /� � ,10:00' / / / _ - �1 / O - _ / / 1 W _ �� ._� l / / f _ _ . � Z � � l it " ( { L°5 CJ �- ; ! f / i ` / / f / r' 21.48'\l J % f J `5)30_:50• .. f 2 "� / I Q� O o 14 I N / 'I r -I 18 � 1� � \� f � ' 1_ / a , 11 / t �/ 1, b l 233p� �1, 1 W r. 1 - - W _ _ 2 �' - - - 1 I/ . r/ i 1 I\M. - f m O / / f r % i i S 4932°S7" '' G' h O / 1_ L'1 110.00' to.00' /r�1:o5' , I (� -00 ( � ` " / / / / d V ®' : r � 730. sQ, \ I i i L:J = 15 . r 19 -.-- - e1 \\ ,.,. �, / i -_ / _ t l ,Z `s X23?4 w l +� a u� . °� I s 1�' ° 4t / / iI 1 ° / �� / 3 / PHA �N _ _ v �_J _ _ I« .. - / ; _ �/ "h / / / % t % 7200 + 4 ARENT 30' � /"� / �E 1 YYO I 3 110.00' 110:00' ifl 5 �. r _\ ! \ % ( J r / / ! S 4 7» W 11 I DE LONE STAR -N �"'; '' � ! n 3� 3 t I 11:05' Q _1 / I _ � 573 1 I �I - .� d ��m� o'ss / A E zir !( ' \ 1\ �� r t / L f p %� �� o ii�vD � ? I/� ' i2 S _ I.._ _ \ 16 � i I, I 20� J ;� t um5 c �. T » W I O 11 / I full . _ _ I- I r �� J /' � l PAS 1 B - I _ _S 4720'07" i , I , . -� r'S O ;/ /, ----'�,. -O - - 1f0.00' 110.00'x, / ii .05 { N ( w - s�3Q, y ,T s - j' - ' 1 / ! w 1 115.0 5g. .PRIMA P . i 2 /'� { r ! / / I ( 4 . AC ) ;' _ l 1 J �,� � / `,2s�`w_ - E PARK 3 O \ I 17 ,I` I .I 21 �. .-.i�- o o ERLY - - _ > /1! / RETENTION DETENTION 1 , / ) ( r (1 0�/ 5) ' O ' I + 1 FACII iTYL 1 I -- - N _ _ i ' , I - / do t�W R F4R� -- 4214'24' E I I ALVIN & 1 - io.o ' \.110.00' 117.05' I JEANIE V. GOLD } 1` ; ) \ / / �� / I ,•� S 477007' w / t - O O I ,� a ( �,� ? .r { / ___._� � v - ; - o t \ 1 I LOT 2; BLOCK ONE ,1GOW / , %, \ \ / / A81 PER S E P GE - eF1 , z.ss A� - - - - J `�' i '� I 22 1 (voL so35;,pc. t32.L 11 L + T I 1 I 18 " / 1i i / r / /; (C D 2.30 ACF;ES) r --- - -� ui O ' - - '1 s tN 42 5-0 '` I w--Ti6.3s 8A 7a> - -J� � N/`4214247 E _ -- -- - - _ i ( /, / �� f J / (845 f74) '� I > - - _ - - 1 1 - - �'w 1 105.62' _ / / �� ( 0 , // - -` x5 ,� . ' - _ - - \ CRE _ ti--- /f 23 j �% i 2SA _ REs� ��= \ - - - - I - 6- & ,,��"� / 5 �°ry I!Tf ` ' = a N `s / zl'\� `` �'� ` 1 �� {894 249 / `� L� I j- ( L6 ' I- - _ , 1 ._ti 17 I_ - _ _ _N �,;�� ��,, Q Y 00 a /' / 1\ I / '� 0 2 O 43 4 i I 0 0 1 : I 31 t I I 1 i >af`24 ..I s- Z"rm / cc \ f �_ / 2s' VAOE .A.E. - 7� J] I at I ADJ 6 1� (�� \I 30 29 28 O _ - m� •- > to r I -- -SEE NO 14 - I - p j L J �Q I J 1/ a 1 I. o o M � M 7 26 `� / 25 �p a e 1" �: Y J J - JPEEN PRAIPE ��jj /� RR -� -�`` - -' SEE b^ 5 `���' i _,� o Jo _ 1�OAL.� ' 0 NOTE 2 hI� \`�! 5 I�-- - --- - _ �s"w ! s f .. T -I L Gi 1 2 24" RCP \` z` I I i I .� r'^ t'� P f I ` I AP ' < :. s'w ! THIS SH.EE7# F/L (IN) -338.3' I I I SEE NOTE #2 1 ,_ .: ( PARENT- EXISTING 55 R.O. _ -- W) F/L (0 376' `I �� _, - -I -{- -- - - __-� _ .., a r+r+elr.rn_-nn•. .n_A. f_\+.'._-_ - `==: r-- '�� -� ./„ /, i;';o%'I ,'Tr -0H -a - - -0HE- - - - - f), d9AF' i^r..rn.nn'. 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T T T T { 11 �LOCAnON '>(WWELBORN 1 v 1010N i x 1 SU°) 115.427 ACRES 1 ,; I A. McMAHAN SURVEY, A-167 &SAMUEL DAVID - SON SURVEY,. A 13 1 �r I JESSE BLEDSOE SURVEY, A-71 I COLLEGE STATION, BRAZOS COUNTY, TEXAS I� ' 1 i LANDOWNER INFORMATION (i CREEK MEADOWS PARTNERS, L.P. �. I ,, -� � „ r, c% OLDHAM GOODWIN GROUP, LLC • f 2800 SOUTH TEXAS AVENUE '' I h �I° ,zJ SUITE 401 �3 . �. ( o0 --� BRYAN; TX 77882 __�#lid■.� EMAIL: Chris.rh I odesC�oldhamgoodwm.com `111; I � FILENAME: 0547PP2A SCALE: 1 "=100' I- 1 SUBMITTED DATE: 1/8/15 G I 3800 SH No. 6 SOUTH:, STE: T08G �77845> POST OFFICE BOX 9253 rR��EVISIONs: 2�s�15 I� I URAYVN BY : R.A.M. 1 � i COLLEGE ST TION, TEXAS 77842 - ���t�tt, CHECKED BY: BRAD KERR { 1 16' P.U.E. Elvlt�t.t�: CiV]1 rmengineer.Com s (345/635) �� FIELD BOOK: NfA PAGES: NfA OFFICE -979 4- ( ,76 0704 RM E CONSULTING SUL TING ENGINEERS FAX 979 764-0704 CLIENT NO. PROJECT NO. TELEPHONE i _ : PED. 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RISERC 11 EK MEADOWS 1 • j 3N/D8' I.R. I: �EXiSTING.N- I I � I� APPROX. T T T T { 11 �LOCAnON '>(WWELBORN 1 v 1010N i x 1 SU°) 115.427 ACRES 1 ,; I A. McMAHAN SURVEY, A-167 &SAMUEL DAVID - SON SURVEY,. A 13 1 �r I JESSE BLEDSOE SURVEY, A-71 I COLLEGE STATION, BRAZOS COUNTY, TEXAS I� ' 1 i LANDOWNER INFORMATION (i CREEK MEADOWS PARTNERS, L.P. �. I ,, -� � „ r, c% OLDHAM GOODWIN GROUP, LLC • f 2800 SOUTH TEXAS AVENUE '' I h �I° ,zJ SUITE 401 �3 . �. ( o0 --� BRYAN; TX 77882 __�#lid■.� EMAIL: Chris.rh I odesC�oldhamgoodwm.com `111; I � FILENAME: 0547PP2A SCALE: 1 "=100' I- 1 SUBMITTED DATE: 1/8/15 G I 3800 SH No. 6 SOUTH:, STE: T08G �77845> POST OFFICE BOX 9253 rR��EVISIONs: 2�s�15 I� I URAYVN BY : R.A.M. 1 � i COLLEGE ST TION, TEXAS 77842 - ���t�tt, CHECKED BY: BRAD KERR { 1 16' P.U.E. Elvlt�t.t�: CiV]1 rmengineer.Com s (345/635) �� FIELD BOOK: NfA PAGES: NfA OFFICE -979 4- ( ,76 0704 RM E CONSULTING SUL TING ENGINEERS FAX 979 764-0704 CLIENT NO. PROJECT NO. TELEPHONE i _ : PED. 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LINE V. 1 7/17 fid • / ! 4,: 1 11 ��� -.."' `' �O 3 in r'` _ �, - may:=� \ r� 3 N - O 03 16$ <so , \,/;� / • / / 0 l I- 47 - L/t I I , I 1=211w I - --w WATER i INF /{/ \i ` ����/ - — SS- \ z „_ / 1 ~-HH 1 $ �t$ Jli I \` -I r �' y (� _-__I .- , 5 10 O SEWER LINE ' �.� �-- _ a „ ;,�, ! a J Q ; t 2 � 1 , O I / / I ai ( 1 _ - (Ig 16 1 I -17 8a (� I '�� V POWER POLE 16 \ a \\ L : i i O t 8 i I 6 I 5 t 4. l o f ZQ.�� 1i 1) 1 r \ i L �� I J j' I I O L, (D) I nm 1 I O / / �/' / O �=�' O I O i O ! I !LQ5 G' 1/ ' J 77 I !! ` ` I _ ---{--{— _ - \I - \ ,; I i. �f LIGHT POLE / 15 T ��, \\� /� � I o I.r, I I y Q I 14 // I !�.\ %�r1J \s Il S �. I / / 2 L J ( 2 ! 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I )r-( LIGHT POLE -- - �* 17 ,. �' ) GUY WIRE ANCHOR 101 PUBLIC R.O.W. DEDICATION ,� 1- M WATER VALVE _ I ' : 0 WATER METER - FO STORM SEWER CURB INLET _ 1, CM ELECTRICAL TRANSFORMER GAS METER _ , I 11 , ' " 0 MANHOLE , - I I a CLEANOUT FIRE HYDRANT 11 ' : i * I 9 TELEPHONE PEDESTAL " ----- BUILDING SETBACK LINE � /' "/ - - ------- PROPERTY LINE ll",-/�����/���, i ///'-��"/ �' ------ PASEVE KI T LINE . 1, , . , �/'-""��'ll/,�"--,"-""-" L-11 , " . I , . //' I -`--�-".-'-- �- /� P.U.E. PUBLIC UTILITY EASEMENT � ' ' P.A.E. PUBLIC ACCESS ESMT. I '��I-- 4 �__///=/�// I PR.D.E. PRV. DRAINAGE ESMT. ' ' / ////��//" vlz�_ I / I PR.A.E. PRV. ACCESS ESMT. , I I/ ./,/' B.S.L. BUILDING SETBACK LINE I 0 LOT NUMBER (EY BLOCK NUMBER 2 HATCH; TICH&OLOR LEG-EINIQ L�'_ COMMON AREA - COMMON AREA - ALLEY (MAINTAINED (MAINTAINED BY HOA) BYHOA) SURVEYED BY: KERR SURVEYING, LLC 409 NORTH TEXAS AVENUE 11 .. 1, BRYAN, TEXAS 77803 1 . I PHONE '(979) 268-3195 i SHEET L� OF 4 ; .I -----.-- I P'�RELIMINARY---I T 1VTQT .. "OD -to-LON 1j : 1� 115,427 ACRES I I A. McM,AHAN SURVEY, *A-167 & SAMUEL DAVIDSON SURVEY, A-13 JESSE BLEDSOE SURVEY, A-71 COLLEGE STATION, BRAZOS COUNTY, TEXAS " 11 I I I . I ; I LANDOWNER INFORMATION -*%, I I 111� ERS, L.P. � _ c/o OLDHAM GOODIMN GROUP, LLC I "I � � � � " , , , ", , , ...... , % ',"", � I 11 "I . "I 2800 SOUTH TEXAS AVENUE I 1� SUITE- 401 r . - .. I .. I - I- A, - - - 11 � _ 11� - I BRYAN, TX 77802 1 . " - "--- ___ , cloessa I "I d- . :_ I wo - , raw, I -, ___ �� , �, �, '' I- EMAIL: Chns.rhodes@oIdhamgoodwinxom 1.1 - D IT FILENAME: 0547PPlAj SCALE: 1"=100' I � 1� � 1 3 800 SH NI o 6 SOUTFL, STE. 108G <77845> SUBMITTED DATE: 1/8/15 - POST OFFICE BOX 9253 REVISIONS: 15 - 1 nrMv.%v" n . n .M.kM1 .COLLEGE STATION, TEXAS 77842 EMAIL: ch 111@rmengineer.com � CHECKED BY: BRAD KERR FIELD BOOK: N/A /A I OFFICE - (9,7g) 764-0704 RME CONSULTING ENGINEERS - I FAX - (979:764-0704 CLIENT NO. PROJECT NO. 1 . H TEXAS F : ,:i REGISTRATION No. F46951 ZbU - 0547