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HomeMy WebLinkAboutDrawingsLEGEND ONSITE FLOOD PLAIN AREAS �: ZONED A 0 .... WOODED AREA PHASE 'LINE Bleyl & Associates I _ . _ _ _ 7. 7. . - _-_-_-- ............ --- \_.--7.1 - 7. \ - ... - �i �� ZWan W N2 Dm 0 OS _ PHASE IVjr7- 7 ...... _ _ _.77 -_____-_7. m -- \ - - - - \ _ oo ______________ C oiox mx K~btVN x \ V/ mso— .SHEEP 03 .__ X\ \ �yF7.s /----_7. __--___ EMERALD PKWY _ T w �WC - iI 6qq sU� /. _ _ \ a o q 7.7. _._ .o�q - - ' -- --- - -- ------_-_-_-___WvQ 096--77---7 -_--_--_-PHASE I ow W. ____w Q o \° 0 cn° I°° _ --°_c&1�p \\ TC9 __-_-_-_____-_-__-_-_--__-__- U1 d -._g "°_gnodb\ .. -�o�_.�(a'� - / ------------------ - �-+ �j w pE- �•\\\ .� / t �; @, - _ PHASE III:-o- \\ \\`\\ /___ rx rr aW� 7. SHEET INDEX --_ - m Nm Ot INDEX SHEET PHASE II W / CO R� \ \ _ _'\' _ p _ _ \ - / / 02 PHASES 1, OF PHASE I� III AND PORTIONS �q 01 O ` / 03 ENTRANCE DETAILS, LINE/CURVE ♦, �, 9� \ \ _ I \ \ _ �. - - fro: -. '� _ _ \ / / TABLES AND GENERAL NOTES 7.lo - 04 PHASE IV o Too zoo 400 soo _-_-_-___7. t�I-- I 7.= - _ SCALE: i^=zoo7. \� _CIE `��_ \ ..........__.._ f t-' Lrtl [L IN]0 wL%Ln, 11 Lr' Pa 7052 . SiNDSTONE DR ' _ \ -�— FILE NAME: 7Usz-asniuixum_our_v °w OU L�O O LJ LJ D SHEET: DATE OF SUBMITTAL SEPTEMBER 2010 01 Bleyl & Associates Bleyl & Associates - ONSTrE FLOOD PLAIN AREAS ZONED A-0 \\\BUCHANAN ESTATES I 10.856 ACRES \ } / 5516/118 I /ry \ \ FREDD9 & 6ARY WDLTERS \\ ACRES ZONED A-0 1 / ZOTNPLATTED ED A 0 50• EXXON PIPELINE• /!0' WIDE ACCESS \ \ \ EASEMENT. EXHIBIT �\ LOT 2 / Jam/ ! EA7'/342 \ \ \ PARCEL 1. ANSPO6 BLOCK 1 217/342 k 242/242 \ ,2• LINE M PRODUCTS PEIROLEI/u PRODUCTS REMOVELEST SIDE SIDEWALX / / / CO EGE OF EXIST 6 WAR COLLEGE L EASE X - LINE \ \ / EtECTRICA EASEMENT \/ "\ \ \ \ \ \ 4opD p£ BEGINNING / 785/423 SO' COLLEGE OF Br b 3T4 / COLLEGE STATION 1/2 INCH IRON ROD ELECTRICAL EASEMENT �- �.B k'IZR OPS FOUND - CM \ / r PARKWAY / S/ PROP ENTRY/IXrt aATEs EMERALD 80' / COMMON AREA 20, / SEE DETAIL SHEET 02 57' ASPWIT BOG-BOC) -' • /j / \ -•. ( / 15' WIDE ACCESS PROP 20' _ - � - EASEMENT I= ACRES) PUE \ \ \ 10' UTILITY EMENT _ TRACT THREE, 0458/235 ff \ PUT, 605/T73 ,• _ _ 14• GRAVEL DRIVE \ \ \ \ WENT YPo)p10.4g 949.73' 1RI 42 �OWiICT COUNT RCORpO EDS\EXlsr4' SAWRLI (TO BE NDONEDE) \ \ \ \ \ vim _ 30' PROPOSED PUBLIC\ FHE. /• /, Pm INPUBLIC�h �21�' �.. ` ) Pa k 20 �� ` BB.67 6J.07 UTILITY EASEMENT - \ \ \ _ �(�`Jn PROP PrDE ON, /�/////1- EXIST 6 / / BICYCLE ACCESS wnv FLOOD PLAIN AREAS r ./. L��L/ WTR LINE (SEE NOTE 6) �. ti PROPOS \\ \, 0.810 AL �2.� i' z 11B.SI \ PROP 24• SW75WR LINE REZONED R-1 / 1 \ b PHAPoMP AMBUUTORY J�I PROPOSED BOX ` \ CULVElRT • ,/ : WTRPoUN , \ EXIST 27• SAN 19PRO' 5 • - - • ,y PRIVATE DENt E �SS•lg sO�•B1B??�FH• \ BE SW NE (TO \\ f 0.74 ICE � WOODED AREA _ - - ,yC, , \ PUBLIC PEDESTRIAN --- �i0 ?l• O - / 0' / A• )y k BICYCLE ACCESS \ / 9p�_,� ��' 'PROPOsm 20'"'\ SEXIST 6' WR NEB / /?�\ WA\(SEE NOTE 6)' 3 --- 1 _""-�PRNATE DRAINAGE -� . Yye o 75 - T? 0.7e AD EASEMENT AD PHASE LINE `rye 20- 1 LITY tie•.X a; ! -a ✓/ / 00 n/ .`•,Lf__ {�_ .,l ~1 G --./ 423i 54 W 2.21' \ B INCH IRON FnIWO 0 50 100 200 400 SCALE: 1 "=100' i VARIES I•�- LOTS ACREAGE PHASE is 21 PHASE 1: 23.257 AC PHASE II: 1 PHASE II: 1.475 AC PHASE III: 20 PHASE III: 21.170 AC PHASE IV• 1 PHASE N: 64.100 AC -ZTc TOTAL- 43 \Emp FF sy� 3awx 1 ' O pX�a' n'0 4., LL ,T ;4 Ua 0" O � Nov _ w VL � z OD o EASEMENT PLAT, I 41 1 ebZ- _ (•• ') / `( \ pJ� 24 20' SANITARY SEWER_ _ + ♦ "� yC/` J\.:_ '_ g, 05 4 i4/ / PROP C SN7� EASEMENT. 518/231 '{J_ 1 087 AC \h \ \\ J `�- _ _ 2. 34 .\ m O SUBDIVISION \V \ `' \ - BE ABANDONED) " - l!� \-\ - - N D: \ A J, a SO LINE (TO ? P BOUNDARY LINE �• °' ? / -/• \ \ \. PROP 90' PUE•'_ 0.82 hC 2 / J -� \\\ o e �j�= PROF220 _- 1 Z pp• �r. r `\ 0 w CJ / x(E)t�>:c Esur � \ °o '• L�' �" z 4. GrfY LIMITS St0 25WR P / \ \� / N \ PROP \ \ Gg / 7 -/ r \ - OBB dC V\ = 20' EXISTING 9ANRARY / / OB mN a 0 20' PUE d: ..�'� 1��OS �-�e !.. . �� -, \ O� ?{4 /�' =5 ' -i = ' - .\. \ \`` \\ = SEWER EASEMENT 525/72b ter• - •� �+ i '+ ELEC ESMr �B o L _ _ .t_ l� •�-" , \ \V� �V Js 4. • EASEMENT. PLAT / / ,?• / \ I \ 0.75ti AC PROP I\�j - _ PROP ��" ��..•�� �.. \\ �\ Ut N 0 LIMrrS OF / \ 2D DRAINAGE // �\ / \ 1 / l c = / _ _ _ r-\ 14 1 j\ FLOODPLAIN sos/na -252-- J?s �2 I / _ `1 , BOX CULVERT - ` O.B1B AC 75' PUE \ \ _t 1 oX =n /�F 2g0- . 2 \ I/ S7) G PROP 20'- \ ,, \ LI _ _ 1 \ OP ) o LIMITS OF SAL �f \ l s \�r 'J \O r \ m� FLOODWAY - - ' - - ' - \ / \AS 0.948(�C / \ \ / / y.� SJ\!� \ I / E,39 C40 -PUE 69 a/ 3" -\ 15' ACCESS EASEMENT 2W MIE �f _ uJ O m N N x ''((�� 100' ELECTRICAL _ / \ / \ a I \ Fl II O / j ! �._zc3e j,�L- t/ S-�._ SrJ. .. _ M1� 22Bg _ \ \ -�\ 65.00 r'�te- e/i PROBAE MIND EASEMExr f6 : z k' PROP 6 I I (G_ Vf f -'dSZ� .S. 1 _ .. 130/147tg } C' m \ / C) / _'PROP 5' �\ sSAAN SWRh I 1 II /- 'sloEwux' UI�. G('���I/// -1..' - '� �� t �/- \ m E W 20 /. %. / y ell C J \ t 7 PROP 7P /fCE59 61R r/ _ G. m V \ PROP 20' .I - 2�- I gs 'r},�; ?p, 0.7\ri3 AC 1 II` PrDE ® ^' a J p- GUBGC PEDEStRLW \ b _ - a `4.\ \ •\ Jt FOR MllTE GNE REENWAY -25- ! -_Alm g 3 ( - P QY 7RAlSYSEA/-_ /CONCRETE / I \ ! y _ g2� / \ ( PROP 26 e B \\ q, _ry _ L' k BICYCLE ACCESS - •'"'` U ` , li - QI' /' PROP 5• dy:' / I / H J Z`iP O \ SPIU.WAY I 1183 AC , / /3 1 WAY (SEE NOTE fi) \ \ \ \ s r ?1•Xi• IRO - Q SIDEWALK' - u Bp J , \ / / }Z l m F 3 (� 1 2\ 1 / ( 1 0.980 AC _ f. -'ll Z: - 4. ' � \ 1.742 AC \ \ \ BAR FOUN -.CIE Ly (/t���,`��{��'/\ •J C,62s \\ {YI �,, 11 AD .mry '•i. 0.913 AC \ .. IA S 65 1'48" E h+1 � /• O� '�. J // N 3 B,YJV'V11 .l )I, ("'1� G 1 0.937 AC mf,JJ- - � - -PROP ��TSEE 05' 1a.10•E, ��rr•�1 \1, h , �� ,sJ.\•Tp / \ \ \ /� 1 / '/ .y- ..\_ry..• - ..�.. 34.5 -EALL . '\ / J•. A7., *!. PROP 6 ^\ ..� \ 1 . \ 1 . I h6 R�^_ . / T -/M1 - PROP 20 \ \ P T ciM%. \ .•. / h \ \ p WTR LINE. \ PUE ♦ \ ,t,. 06T. . 35.09' PROP 20" y^ \ PROPS \: - �'`' \\+OC /'t' ( �/j mo \ / ell, SIRLICNflE - 'SIDEWALKI Imo_ / \\\ r I - ��j' V' / • \ / TO BE REMOVED _ _ _ = 1 Z \ \ ms ��� 1 \ 1 _ f W E / Fti ryoP C o \ r\ d3t n �`u��` �os�� I l Lse -o-sae•e9'-3na�E\- _ .. - ..5"' . ' \\ .J� a / d m / \ L EXIST. POND / / V rylO I n - 7.790 AC _ . . _ - \ \ 1.475 AC /O 3/B iNCH IRON W U) E- qq V1 w / 7.05T AC / 1 \ h y \+ ry / 1 - 23W.1'3^_A..., - 4`\ / k R00 FOUND - - W 6 \ n�A /}I s �.. / I o 2 Ac \ g \ fl\ N 1 / 1 = Qo' �••+-.� i \ ' A E vI44 3 /•/ �/ ! /( -'\ .�s.'4. ! \I. \ �h n' PRPUE20. �<5r !e S. 1/ .1� BLOCK 487-T4'\i•E / $ h - Qf ]z W \ \ ✓ 1 / PROP \ PROP 6'. -\ ` O C7 W f+ f PROP 2�E UE 7 PROP rv/t. \ \ S2 Lam. I /'Li// ZD' PUE _ WIN LINE C / ^s �.,�, \ 50' EXXON PIPELINE i� MEDUNA VID Q o �\�25-PUEt r O\ °sr \\ ss G/ n Cd -O. - �.. \\---- 11 EASEMENT,EXHIBIT'A' z rEn 0 PARCEL 2, 387/946 4. p, Gj & ROB . < AMBUU PROP 25' PUE k \m \ . L,•`+6 / I / - 1.SIB AC I` • h l\' W �_ / \ �/ �� 1 { J t':•}/ / .',',".F 1\\\\/- E1FCEsur1-O .I'/i 64.79 CRES- W W EnD z \ gip. '�s. I hhhh.JJ✓ / \ i"� 'I (I o.eao Ae t a/ro' y 1 •al -~ . _ _ I / e e7 50' 'CTRICA } M1 \ \ - /\ b/ i ^y 1 6 \ / • bS� / Z` Sg ?s' 1 p - l EA9EMEM. 906/596' NOT P. LAIIED . w v' u \ ; PROP 20` PUE / P \ �\ f 1 O.B02 ACj PROP 1 y 1 \ w / / T i \ 5• 1 - PROP 20' PI W E- Ca U En - • / / / J � \. �'\ /� / _ _ PROP 20' PUE .-�.�- I 1 o b � •� ✓ ///,�(/� I 1 \ / / PROP 4' \ 5 \ '1� ' SO.Sq• A. , w W CO W O N Yq / \ t ( / \ (260--` \ -- i , / WTR NE/ / / CT C10 \ L4j ` \ 11 \ yt .Q \e AC / //// ?gcgp. pl f .. j� . 6�' (- _ £ . . /�1 . 1 ..Z , _ Q z Q U Tq < ) •// \ N \ �. N \�' / '(, - `4.'_ \!'C7e 59 ZO E6- A-O- - r W 15' (TO E ABANDO \ .+ I . p 390� ' GO BE AeWDONED) - \ ROD FOUND - CM _ ��yy ��kk1 a a SDt/473 (TO BE ABANDONED) 1.666 AC _ .JJ I. ,5 I7fILIfY 6MT. 501/473 1/2 INCH IRON W V df\Fd \ / / \ \ I / 1 4• cz cgs \ \1. / ' 1 1 / - _ .. _ r.1�6. _ '7 k.. - _.n- - - a > • o w L•T4 G o-\ N _ / // h T/183 (PROBATE MIN.) _ Ht U] In ED 1.875 AC / T 15' ACCESS EASEMENT 3005/375 L46 ND 1 6 - _ 1 O aa^i" "' W N LINE \ (43 \ P C. \ T _Sg6 18 71.o3V! \ I N - .`F.• (.: .. �. I n o.ez4 A,; ;� e ,� p�`� . - F-••1 ''�+' �y o L) > a N6B 15' 2Z051V %� 4 PROP p \ \ i 1.247 AC _ ti �' !•� 1'F F ... I\ASZ-25' PUE�\ l / 25" :�' ! - _ .. xlSiiNG PROPERTY ZONING W R+ //'�� dSD Fvi c / t `20' UTILITY /� J_ _ N> 4$, t !� - - IXICELE FAMILY PTIO TO FLOOD PLAINNR(Rl) WITH _ "� I a / ELEC ESM\ I 1 n - -opt \ \ \ EASEMENT. 501/473 ' - - / I I 48 /I CO a F �16 \--"/.). 1_ 395.1 _ . _ WE'J \ % / \ \ 1.481 AC F.\ \�•-�/ - - \\) \ \ /(To BE ABANDONED) 1 r \ s to i- (_ n`.. / `L` (AGRICULTURAL -OPEN AO Q•+ 4 q� ti PROP 20' 1 'i \'-z9Z- _., •I1 5 I 6 •W B.f .�" } '� ,P - I PROP 20'- N'i C CJ W _' \ '''M1 I/hry 1/2 INCH IRON Y �1 `LIE N6d/43 :9 1 O 1n.,.� 1 1 a°v�n - 1 2 n \ 0173 1 4 \\ 7.118 AC \\ \ f ,S A7' A7.00 WIR LINE'- PROP Er _ - - C Y "Rt gyp. 4L PUE - _ PROPOSED I AND USE: O �1 W m¢ a 0.906 fL h 0.9D2 AC FHIr \ - \ \ - - _ 8 \ s _ - apt,/ ,cy PUE - I m., U INCH IRON = Os07 AF Y"' 2 0.924 AC h �,;' 0 0.7ao AC , h PROP 20' SINGLE FAMILY RESIDENTIAL (Rt) WITH ? yh• \ ROD FOUND - M _ I \} _ L\''0 \ \\ ' I t s o o.eo9 AC '� \ PRdP oti' \ - - EXCEPTION TO FLOOD PLAIN d o �t _ I- m\ p3. \ \ ExsV FH AUNUBL �h� o^ _ .. _ ( )) d p \ 7• \ O 's 15' PUE. 7Q w coNCP wiTT a \ hwa/ - (AGRICULTURAL (AO)) AO W D110 \mt/2 INCH IRON \ s 1Y d \ / BE REM a \ ?�/ WATER M k PROP 24' COMMON MFA STON 6.036 ACRES C 'SANDSTONE ADDITION W1615 231 .za1 INCuH IR-NcZONED _39 _tJ 88305.6=NBB270 ,W S4B'St 19-2w 4V 80.63 ACRES F QEBMR1-1EYBARANDLMD RTOEDRXIOEADMSRGE/7R7E8SET0CA2TO1EVRSE,,DL_TDD .212 3B9/179 ZONED R-1 �® F� • y1 5/8 INCH IRON 14•, - ' -PROPERTY CORNER - - _ - - _ - _ - _ - _7.- - - RQ INCH IRO CM _ 1 4' ROD SET / - - - _' 'FALS IN TREE STUMP' - - _ _ _ - .-�I. - - _ '_ - ���- . _ L . - J. GARLAND & LAURIE WATSON, R. 7 7\ _ - - - - - I 4tOD FIOH I - C - - - - - - - END PUBLIC 7 i F - 2FlSRpE• NYO 2106 BENT OAK \ \ _ _ - _ _ _ _ _ - - I _ - - _ - I _ - _ - _ - - - PEOEsmwt a COLLEGE STATION, TEXAS 777845 ? -� _ _ - _ - 1 - t BICYCLE ACCESS WAY 20 ASPHALT \ - - - - - _ _ - - - - - _ (SEE NOTE 6) / EOP-EOP { 7 _ _ _ _ _ /�/ �Ap'p' R/ENGINEER: j EXI5T Fit \ \ / - - _ - _ - - - - - - _ - - - - - f J L - - -�- r - _ �\�Cr / BLEYL & ASSOCIATES •/!('(" _. _. - - - - - - - - - - - - _ - - _ - - _ - L - 1-I -SANDSIOT11E_. ADDI1TDN- Q� FIRE JJHm1722 BRYAN, ROT ADMXAS OR, STE. 210 _ _ _ _ _--_- _-_ t� _-80.63ACRES "- �c, 3a9/779- C\ \\ • \ v _ _. _ _ -. _ - ] I'�- - - _- '�'I _ _ _ _ _ _ _ _ _..�1 r _ �T-0NED-R_7 Oc���% [_r' W L� UU� IJ�J Q n 11 I�-' L �TQ KERRv� SURVEYING. LLC . 7052 _ C, - 505 CHURCH STREET, P.O. BOX 269 - - - / 5 j • COLLEGE STATION, TEXAS 77841 FILE NAME: 7052-PRELIMINARY-PLAT-Y.D •L / O O L) L I L_i v LI L1 D SHEET: ,1 i \ • ��� - _ __ __� DATE OF SUBMITTAL: SEP7EMBER 201D O 2 OF: O `i' Bleyl & Associates 5' Parcel Line Table Line # Length Direction L7 281.95 N44' 47' 00.647E L2 321.14 N28' 25' 39.997E L3 321.86 NIX 17' 51.747E L4 284.37 N13° 53' 30.667E . L5 -- NOT USED L6 -- NOT USED L7 -- NOT USED LB -- NOT USED L9 -- NOT USED LIO 11.67 S56. 31' 11.89E L17 93.60 N47° 52' 56.D6W L12 17.25 SBB° 30' 49.987E L13 1 4.42 N39' 35' 23.27W U4 1 71.80 S39' 34' 26.97-E L15 2.27 S65' 00' 07.007E Lib 126.52 S39' 34' 26.97E L17 0.98 N42' 31' 54.187E LIS 252.48 N36' 56' 33.837E L19 -- NOT USED L20 -- NOT USED L21 -- NOT USED L22 -- NOT USED L23 36.50 Sol- 10' 45.207W L24 102.50 N87' 40' 39.007E L25 50.53 N80° 02' 44.007E L26 38.84 N61' 18' 34.207E L27 91.OD N30' 10' 42.20'W L28 49.49 S56- 31' 11.897E L29 -- NOT USED L30 $2.96 Nt' 10' 45.207E L31 107.21 Ni' 10' 45.207E L32 59.04 N1' 10' 45.207E L33 21.85 S88' 49' 14.807E L34 154.48 S75° 16' 37.537E L35 171.43 N1' 10' 45.207E L36 67.02 N1' 10' 45.207E L37 61.16 N56' 31' 11.89'W L38 '15.07 N40' 27' 39.317E L39 104.68 N40' 27' 39.317E L40 70.96 Si° 34' 50.87'W L41 45.12 S67' 58' 50.517E L42 98.51 S6r 58, 50.517E L43 68.31 N67' 58' 50.51'W L44 55.32 N67' 58' 50.51'W L45 81.13 S64' 11' 05.567W L46 1.70 SW 11' 05.56W L47 82.83 S64° 1V 05.56W L48 84.65 N1' 40' 19.697E L49 46.76 Nod 27' 39.317E L50 72.98 N40' 27' 39.31'E L51 158.69 S64' 47' 58.87E L52 173.35 N68' 31' 20.14'W L53 177.22 S69' 54' 24.07E L54 80.04 W N71':27.33W L55 53.81 N71'W L56 53.39 N71'WL57 128.47 N49'7EL58 126.58 S88'7EL59 131.23 NI 1°W LBO 155.64 Si 8° 35' 54.957E L61 137.23 S78° 35' 54.95'E L62 9.23 N43° 37' 15.73W L63 18.50 S22' 07' 50.907E L64 66.31 N20' 47' 18.07W L65 21.21 N8' 47' 44.26W L66 89.22 SB' 47' 44.26E L67 40.79 BY 09' 31.57W L68 154.10 NY 09' 37.57E L69 216.35 S34' 49' 26.117W L70 223.34 S34' 49' 26.17'W L71 --- NOT USED L72 287.64 N25° OS' 07.807E L73 --- NDT USED - Bleyl & Associates Curve Table Curve # Length Radius Delta Chord Direction Chord Length CI 96.29 264.35 20' 52' IS N50' 01' 3YW 95.76 C2 22.16 13,50 94° 01' 56 Nr 25' 287E 19.75 C3 122.71 275.00 25' 34' 01' S41' 39' 26W 121.70 C4 84.38 275.00 17' 34' 46 S20' 05' OC'W 84.05 C5 62.18 225.00 15' 49' SW N19' 12' 367E 61.98 C6 52.36 225.00 13° 20' 04' 1 N33' 47. 3rE 52.25' C7 78.78 325.00 13' 53' 20r S33' 30' 59'W 78.59 CB 132.42 325.DD 23' 20' 40' S14' 53' 597W 131.50 C9 18.44 13.50 78' 16' 51' N40' 48' 457E 17.04 CID 62.42 250.00 14' 18' 18' S72' 48' OYW 62.26 Ct i 6.38 250.00 1' 27' 47' S64' 54' 59'W 6.38 C12 12.65 13.50 BY 40' 45' SBB° 58' 327E 12.19 C13 61.45 51.50 68° 22' 01' 1 SBY 40' 50'W 57.87 C14 42.92 51.50 47 45' 11' S25' 37' 14-W 41.69 C15 .53.37 51.50 59' 22' 37' 1 S2r 56' 417E 51.01 C16 100.55 51.50 111- 51' 40' N66 26' 117E 85.32 C17 12.65 13.50 BY 40' 457 S37' 20' 43'W 12.19 C18 74.18 200.00 21' 14' 59' S74' 48' 35'W 73.75 C19 92.80 1 200.00 26' 35' 05' N81' 16' 23YW 91.97 C20 - 12.65 13.50 BY 40' 45' N41' 08' 21rW 12.19 C21 61.98 51.50 68' 57' 36 S4B' 46' 55'E 58.31 C22 49.53 51.50 55° 06' OS 1 N69' 11' 137E 47.64 C23 46.34 51.50 51' 33' 1Y N15° 51' 347E 44.79 C24 47447 51.50 52' 48' 58' N36' 19' 31'W 45.81 C25 52.97 51.50 58' 55' 35' S8r 48' 12'W 50.66 C26 12.65 13.50 BY 40' 45' N85' 10' 4YE 12.19 C27 19.98 13.50 84' 47' BY S40' 49' 06E 18.21 C28 55.76 275.00 11' 37' 05' Sr 23' 2rW 55.67 C29 94.16 274.99 19' 37, 107 $23° 00' 2WW 93.70 C30 34.98 255.75 r 50' 15' S36' 37' 29'W 34.96 C31 127.57 275.00 26' 34' 48' N27' 10' 16E 126.43 C32 12.42 275.00 2' 35' 15' N12' 35' 147E 112.42 C33 161.34 225.00 41' 05' Or S31' 50' OrW 157.91 C34 24.79 13.50 105 1I' 3r N75' 01' 26W 21.45 C35 171.60 325.00 30' 15' 06 S37' 33' 137E 169.61 C36 21.79 325.00 3' 50' 26 S54' 35' 591E 21.78 C37 1 70.12 1 275.00 14° 36' 34' S6Y 49' 297E 69.93 C3B 740.83 1 275.00 29' 20' 36 S85° 48' 017E 139.30 C39 7.52 275.00 1' 34' 047 N78' 44' 4YE 17.52 C40 173.30 315.00 31° 31' 16 N86' 16' 42'W 171.12 C41 72.30 315.00 13' 09' 04' N63° 56 3YW 72.14 C42 178.82 175.OD 58' 32' 46 N28' 05' 36W 171.14 C43 18.76 13.50 79° 37' 49' N40' 59' 40'E 17.29 C44 67.83 63.50 61' 12' 00' S50' 12' 34'W 64.65 C45 53.64 63.50 48' 23' 5Y S4° 35' 21"E 52.06 C46 38.64 63.50 34' 51' 4r S46 13' 117E 38.04 C47 48.78 63.50 44' 01' 01' N69' 10' 16E 47.59 C48 54.54 63.50 49° 12' 36 N27 33' 27"E 52.88 C49 60.23 63.50 54' 20' 51' N29' 13' 16W 56.00 C50 13.57 13.50 5r 34' 27 S27' 36' 26E 13.00 C51 37.84 225.00 9' 38' 097 NY 38' 197W 37.80 C52 84.08 225.DO 21' 24' 34' N19' 09' 41'W 83.59 C53 17.00 225.00 W 19' 46 S55' 12' OrE 17.00 C54 93.35 365.D0 14' 39' 1S' S64° 41' 387E 93.10 C55 108.09 365.DO IS' 58' 05' SBP 30' IrE 107.70 C56 83.13 365.00 13' 02' 59' N84' 29' IO'E 62.95 C57 138.22 225.00 35' 11' 4r S74° 07' 057E 136.05 C58 67.28 275.OD 14' 01' O6' S28° 40' Ot'E 67.11 C59 55.77 375.00 B' 31' 14' S25' 55' 05'E 55.72 C60 6.39 211.00 1° 44' 06 N31' 02' 46W 6.39 C61 151.07 211.00 41' 01' 27 N52' 25' 297W 147.87 C62 10D.04 275.00 20' 05' 397 N46' 05' 53'W 99.49 C63 17.00 725.00 4° 19' 46 S55° 12' Or 17.00 C64 40.54 225.DO 10' 19' 21' NOY 07' 217E 40,411 C65 -- - - -- -- NOT USED C66 2.17 63,51) 1 1° 57' 14' SBr 50' 387E 2.17 GENERAL NOTES: AREA PLAN 1. BOUNDARY INFORMATION BASED ON A TOPOGRAPHICAL SURVEY PLAT PREPARED BY KERR SURVEYING, P.O. BOX 269, COLLEGE STATION, TEXAS 7784E 60 2. CM - O MONUMENT FOUND AND USED TO ESTABLISH PROPERTY LINES, 0 10 20 40 F W a L11J LJ a L�-ti LJ LJ IJ L-1 I--IL-»� 3. 45.66 ACRESCRESOFF THE HE SUBJECT TRACT LIE OUTSIDE OF ZONE X (AREA DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN) ACCORDING TO LID D THE FLOOD INSURANCE RATE MAP FOR BRAZOS COUNTY, TEXAS AND INCORPORATED AREAS, COMMUNITY NO. 48041CO163 D, PANEL NO. 163. SCALE: 1"=20' EFFECTIVE DATE: JULY 2, 1992. APPROXIMATELY 64.23 ACRES OF THE SUBJECT TRACT LIE WITHIN THE FLOOD PLAIN. 4. BUILDING SETBACK LINES PER CITY OF COLLEGE STATION U.D.O. S. ALL COMMON AREAS, PRIVATE STREETS AND ALLEYS, DRAINAGE INFRASTRUCTURE AND ALL NEIGHBORHOOD AMENITIES SHALL" BE OWNED" &" " - - " ' - O � F O D I� MAINTAINED CO BY THE ESTABLISHED HOMEOWNERS ASSOCIATION. II'LLJJrrWW„LLllJll 6. A DESIGNATED PUBLIC PEDESTRIAN AND BICYCLE ACCESS WAY COMMENCES AT THE END OF EMERALD PARKWAY COMMON AREA AND TERMINATES AT THE SANDSTONE DRIVE RIGHT OF WAY. THIS ACCESS WAY EXTENDS FROM THE BACK OF CURB TO THE PROPERTY LINE ALONG THE SOUTH SIDE OF EMERALD RIDGE AND INSIDE OF THE 24' WIDE COMMON AREA BETWEEN LOTS 7 & 8 OF PHASE III, BLOCK 1. THE FACILITIES WITHIN THIS ACCESS WAY ARE PRIVATELY OWNED AND MAINTAINED BY THE ESTABLISHED HOMEOWNERS ASSOCIATION. 7. THE AREA RE -ZONED AS PER CITY ORDINANCE 3327 SHALL BE WHOLLY CONTAINED IN A DRAINAGE EASEMENT WHICH PRECLUDES FILL, EXCEPT THAT WHICH IS NEEDED FOR PUBLIC UTILITIES IN P.U.Es, AND STRUCTURES AND FENCES WHICH WOULD IMPEDE THE FLOW OF WATER. Bleyl & Associates I I u �J OU DATE OF SUBMITTAL' AUGUST 2010 tti 3 o z r1m tono nl=4 W �U n�a"1 n G (D m a0<MM tw 0 m m "' �r-4 f6 6i :i r� w U � O N222 zo Non- 2 Uv yy W W J V L L10 z 0 iy 1n w o_ 0 N d WL� u1 m Npox O ,y F4 ce w 1-i W p n m m Q �N�m {� aX06n m U N p�06 C� ¢WW " F M 0 i .N<N. Nunn w In w Qa )b-d)4 03 OF: 04 - .- 5 ACB 7R-ZT-RSMP- �_ \ ue R4s AORE'?RhCT- 1 Lm- FEDDIE WOLTER5 CALLED 70.1 ACRE TRACE yf'-.i' E<ay Y PROP 20' �'- VOLUME 148, PALE 5021- �• - _ _ 0 75 150 300 600 e 77 � a s m- ```"°� � ✓ "/,�" � > ` ill _ .,SCALE: 1' =150' _ a _ _ 2 a / / FEDDIE WOLTERS • �qZ' / CALLED 45.847 ACRE TRACT a�'P/ / VOLUME 217. PALE 335 _ , , -f.L I FREDDIE & MARE WOLTERS 91.626 ACRES NOT PUTTED ZONED A-D Bleyl & Associates / MEDUNA DAAD & ROBERTA GAL 9.38 ACRE TRACT -Bleyl & Associates .AXvv r1 f: t •� � etez..zig 41, _77 l_ A i p MEDURA DAMD & ROBERTA GAL +> 64.79 ACRE TRACT / LEGEND / ONSITE FLOOD - PLAIN AREAS .... .... [........_...-.._..,..._] / .ZONED A-0 / WOODED AREA / PHASE LINE Line Table Line # Length Direction L1 14.89 N66" 42' 40.59"W L2 48.26 N72' 23' 27.65"W L3 42.5B N80' 32' 15.64'W L4 31.05 N86" 51' 40.V'W L5 57.98 N66' 05' 15.66" W L6 21.11 N64' 09' 47.68"W L7 7.21 N43" 52' 36.11"W L8 34.53 N59° 27' 33.B2"W L9 24.19 N55' 47' 03.47'W L10 10.65 N28" 00' 33.04"W L11 8.49 N55° 33' 39.64'W L12 7.87 N62" 47' 02.OY'W L13 19,42 N67° 55' 28.96"W L14 34.00 N89" 39' 46.69"W L15 28.00 N89° 35, 26.71"W L16 10.15 N62" 25' 31.57W L17 28.00 N89° 35'" 26.71"W L18 21.24 N63° 26' 05.82"W L19 9.00 N90' 00' 00.00"W L20 25.63 N63° 50' 05.69"W Line Table Line # Length Direction L21 44.40 N71° 04' 31.26'W L22 10.15 N6T 25' 31.57'W L23 19.01 N71° 16' 44.58'W L24 7.36 N42' 47' 50.65"W L25 29.51 N66" 12' 53.85"W L26 15.81 N71" 33' 54.18'W L27 6.66 N64° 12' 14.30"W L28 9.00 N90" 00' 00.00"W L29 20.26 N62' 40' 33.99"W L30 13.72 N46° 46' 17.29"W L31 43.74 N63' 05' 00.40"W L32 27.69 N35" 17' 49.71"W L33 13.93 N68" 57' 44.96'W L34 44.00 N89° 36' 33.67'W L35 6.10 N41" 00' 32.71"W L36 29.00 N89° 36' 17.51"W L37 10.20 N61' 55' 39.05"W L38 9.00 N90" 00' 00.00"W L39 11.09 N649 21' 32.36"W L40 55.12 N89" 40' 10.02"W / SUBDIVISION - / BOUNDARY LINE / CITY LIMITS i LIMITS OF _ .. .. .. _ FLOODPLAIN LIMITS OF 01) - FED FLO DWAY m u Q � IF O L! LI LJ 0 � � O U Ll D . LLJJ VV DATE OF SUBMITTAL AUGUST 2010 G: 3oz¢ ril N MrSw W C r�np,M ro > 1 �}Cd (D p.NMm m OW�O J n m 'U il3 h 1%1 n 2 d K o0 w ONOM Nzinm z 5 W J VL CLI O C t/1 N O w0 N U� 0: w a 060x< 0 F'i^M1m ¢ '1.1 OX•-M DO W O NQNN` W r m { N,mm � Qo mz n ��"aa E-1 e qq Qw �y F H <� P6 F% (1, C' E, d Z W a W -. q 1z W E+ a SO fY4 a= Z UI 0, o �a Iti TA Iti H`100'?'N0 hVd�4 rU) •Ci W wy OFF OMH �F H (� F FFF,,,yF,7777 O i�L �+ CU Wo a G 6 W N m m 7052 AME: 7052-PRELIMINARY-PUT-Y.DWG 04 OF: 04 m w M 0 w z 141 CL CV O Bleyl & Associates LEGEND B U C HANAN ESTATES \ / 10.856 ACRES x \ EDDIE & MARY WOLTERS \ ZONED A-0 / / \\ 91.626 ACRES NOT PLATTED ZONED A-0 \ /30' WIDE ACCESS \ \ \ 50 EXXON PIPELINE LOT 2 % EASEMENT \ \ EASEMENT, EXHIBIT "A°\ BLOCK 1 217/342 & 242/242 PARCEL 1, 387/946 r...._,_i2" J.INE-TRANSP_ORTIt�G,:_ \ \ \ REMOVE EXIST / / / , \ \ 4' SIDEWALK / / / PETROLEUM PRODUCTS \ 0 50 100 200 400 EXIST 8" NE \ \ / / / 20 CITY COLLEGE STATION \ \ LINE \ \ Co POINT OF / ELECTRICAL AEASEMENT All ST BEGINNING / 785/423 \ SCALE: 1 "-100' '50' CITY OF ?BH C�°S FOUND CH IRON N ROD / / \ \ \ COLLEGE STATION EMERALD PARKWAY 9 \ ELECTR So' R•0•W 3 \ -- / \x1 / \ \ 785/419AL EASEMENT PROP ENTRY/r-AR GATES \ \ COMMON AREA • - --------- ----'------ v . -- . I- 1-11 •vvv�u rv.Ln _ _ _ /`� EASEMENT Ik / '9' 3 d4 ` / \ BE �- 0.74 AC;•_. / �, NBANDO NED 2 \ 04UBLIC PEDESTRIAN EXIST 6" SAN ` & BICYCLE ACCESS o \ 6 S 42'31'54" W SWR LINE // ?4 WAY (SEE NOTE 6) 34 O 1 Q \ 182.21 / \ 2 � � � ', v PROPOSED 20' ��•:::::�:�;::�:::::�::-:.-:::.: PHASE LINE �.� �.� ® / / - G� \ = PRI \ �L =� - VATE DRAINAGE _ 0 0.855 A _-�, .y 20 UnuTY h X ( C / 0.79 ACC. '::.'`•i:............... .................... EASEMENT PLAT, '�A SUBDIVISION 605/773 A \ S'S , ( `246- W / / , , ", EASEMENT �\ 3/8 INCH IRON �.� �t / '-.tr / v� \/ / C� \ Q� ='- -- 'ram_ f / �� ! / \ 4 20 SANITARY SEWER, _ _ 1 6 / ROD FOUND CM BOUNDARY LINE \ , \ ��• s� \ 2 ' ` :_::;: 3 \ PROP 6" SANS EASEMENT, 518 231 1 \ �► 2 - \ / \ \ \ s ............... SWR LINE \ ,x (TO BE ABANDONED) ' - 0.87 AC \ \ ,9 CITY LIMITS . --- / EXIST 2r.fi 3 \ 9• F \ \ \ PROP 20' Put - -�-� - - RCP ryS / \ / ` \ �/ PROP \ / E _ 0.82 AC 2 5\� gip. 2 STORM SWR \ / 'i & ELEC ESMT f/ \ 23 4 4 ti 20 PUE _................................ & o I \ o LIMITSOF \ \ s �\ s .: 0 1 f \ ..:::•:'::•.:::.:.::.....::••.:-:::.:..................................::•::::::::::::,:-.::::•::•:.:-::::.-...........................::•.:-.-.:::•::..::::::._:::::.:...::_.......... 20 DRAINAGE A _ _ =,_.- ....._..�... .................. � g / -_ _ ,r i--'�a�" 'vim'' � v y� _ _- _ - EASEMENT, PLAT _ ;,.. \ - I 1 -� . , \\, yam .:::::.:::..::.::::.:::.::: - CS , \ `�-....... STING SANITARY:'•:>;:;::;;:::>:•:>:;..::::•:::.-:::•:::•::.....:::::• 605/773 \ -252 3 - / - - : / �3 SO . -/ `C - \ \ ::..-.-:x'•:::::: 0,756 AC ? .::.::..:::..SEWER EASEMENT 525 726:••:;r,•:::.:::.::. •::�:�;;•-:.:::.:.:.::.:.:::: �3 :•:::•. _ ..PROP;. /" •-_ ........... /.............+.r........_:.:::::::::......... _-- •:. LIMITS OF ( / s - -\ _':::::..:................................-......................................................:.-::Y s BOX � _ .............................•_:...::,,.;..,..•�:::•::....................................... �. FLOODWAY '� 4 � CfROP \ ` ti, y ? �. \ � � ✓ � C M D G � : - :. , � 15 PUE .-.,•....:.-:::::•::::::::•:::::•>:::•::•:;:;;•::;•::::..;:'::::.:'. � 0.94 , C / t • s \ 2\ 3 \� f %� `3> _. �i4 E P ..._ - fl � 0.818 AC ;\ �::....::........ .... :r--•. -•Y,. � ...... � ter. ) ' 2 � I / � '•• C40 PROP 20'- ! L15 \ � \ _ yt Q► !.� p'\ SSA D / �o / F �� _ �C38 �3- - - -PUE _ \ \ ! PROP 6" I I -}-- �' / s 9 / \ - SAN SWR \ / /. PROP 5' - - <S0� �.v �'S� - 2o,a:/ZAi'3� \ `S �j'�^: �Plg� V 15 ACCESS EASEMENT i •2fi 3 \ I \� 2 - 3005 335 & 100 ELECTRICAL.:-::.: 2' - - _ / / \ A _ LINE 2 0 �� / SIDEWALK' 3 I• _i / �0�n T 183 PROBATE MIN. � �. � EASEMENT ,256, 2g. AsrF O P / 0 3 AC PROP 20� - / co 56 \ / \ -2,g - ® PrDE f /. o . _ 130 147 Q� QG'�� ,� \ ��• /! CONCRETE I 5 _ y 6 ( ROP 2(� I / dN N- W +P BLIC PEDESTRIAN / - _ 'L I ` P •Z` 0 1.283 AC PROP 5 / O O� / / \ R --••_ II d' "� _ \ `�`9�\ '� / I PUE \ u�� / PROP 30 ACCESS ES / Q �� / /, �� SIDEWALK- Q' G ( �V 37 \ -' 2 h `� &BICYCLE ACCESS \ _ \ a �Q �� ��• CO���� //��QO I /�'�$ / c, ��t�, / / f I s0. 37 1 W N `n ao - ` ` '` _ FOR FUTURE GREENWAY ? - / W S . 3 / / / I WAY (SEE NOTE 6) nr 13 �' ��'� / �O / �, / A . / 1 �- 0.980 AC N " - I 3 . ' _ \ TRAM SYSTEM O ,4j►� �)� // .� s BL�JN\s�S. \\� �� vim. �- 0.912 AC ^^a r.. 4' _\ \' 1.142 AC z - \ S �i ci�s� 4 D� ��z \ 1"xi IRON _ �j, i 3•A 30 / V' % j 0.937 AC ,�- / / < - - , .. „. _ _ , t \ \ \ �yt o \ .►�� / / SS, 'Ai. PROP 6" \ \ h / t r . M - J- / - ( - rn `�`� _ 0.913 AC PROP H `' \ �/ \ _ \- \ ,a 2 BAR FOUN -. CM- / O WTR LINE- ^ <t'fl \J 1 \ I �l' O "� _ h _ _ c� - S85' 05' 14.10 EJ \ \ \ \ \ / - -\ N -, 1 "- g�t 07 / CS \ ..- ��� / _ \ N ^ - . l / _ / N _ _ _ 382.23' E \ 1 r` r ' S 65 . 1'46" E Ac ` _ _� _ ` _ . _PROP 20' SF\ PROP 20 " 34.5 . . EAS.- \ 24 ! - \ �,.1 PUE / PUE - _ -PROP 5'- \ O P T-CALL - EXIST STRUCTURE - \ 6' r<v \ SIDEWALK! - \ EXIST. POND s • / /ry ro cs �S3 TO BE REMOVED _ - _ - - - - - I` / 4 �\ �9\ 1 DIST. 35,$;3 Q12g I s p 057 AC \1 V N \�. \ \ cV / �88`5 74"E \ ? U 1 0.1\02 AC \ ao \ \ _-\\ I\ ry /= 230 ' ` - _ \ \ so 7i I / 8' R / \ v�diPROP 20'\ \ < I f� -2s o� 3_T- _ 1.190 AC _ _ \\ '� '�oa / L - \ F PROP 25 PUE • �rJ \ _ .0 - \ \ '' - ,� � ? �S \ ` �/ PROP \ - , _ \ 1.475 AC & PrDE - PROP °` \PUE S 4 ! \ r = S85' 15 34.31E _ - / / / Imo, Q - - PROP 6" M .." \ \ / Dc• ROD FOUND - / / \ \ ? s• / R0 / � 1 / \ \ S A �s� GS / 20 PUE. \ J �* ROD INCH IRON _ / /25' PUE \ \ / WTR LINE r, BLOCK _ � 3 ��. Y � AMBULA � \ PROP 25' PUE & �O? 26'a P \ ELEC ESMT 1 N \ O \ CS6 N - 1: • �� t \ 50 EXXON PIPELINE _ PROP 20' PUE I\ \ F I / \ cr w h / o �' �O / y 0.800 AC W ti/M' _ i z- ! - 0 \ - - - - EASEMENT. EXHIBIT A • :, 0.90 j " PROP O, 1 I \ o^ . O \ / 25 J l �� I o - r- x I 1 1 PARCEL 2, 387/946 \� M ED U NA, VI D PROP 4 // �0 `� I )\ \ 1 4 // -�� fi_ �sss, o -o .�0 - J I - _ I \ } pK 2 & ROB AGATE _ / \ I i WTR LINE / C \ /�^ \ 1 ? - ,; - I 1.319 AC % �_ °j / ' `V c 9� dF //� / N k 260- `\ / / / G1 \ �41 \ \ \ \ �y6 Q.978 AC /// / �� 2 4' 790 • ry _ _ PROP 20' PUCE -�-�- PROP 20' PUE I - / � / O ' ,yh 64.79 CRES- - %\ a� I / i // / 6 7 C CTRICAL _ / \ _ _ £ 1 r .\ ,'$ 127 _ \ 15 UTILITY EASEMENT, '� - I �'�►_ 50S¢ - - ^� NOT PLAlSED _ c" i� 0' \p _6 �,, _ S7 l` EASEMENT, 906 596- O h \ c� \ C13 1 - W/ S '� 42 I S ire.- _ , 8. S9''i . ?46 8 `a / C1$ of Cp N C25 \ > 501/473 (TO BE ABANDONED) / I 39p 33 E / - � 3 15 UTILITY ESMT, 501 473 / ZO EB- A -O- F _ - _ o cgs \ \� / 1 / - o - 1 sss AC a / ,/ \ 1.675 AC / MON U,p� o ` / _ - _ A 1/2 INCH IRON TO BE ABANDONED) o lI� lsrd� / .1 344.48' I� 5 /%\ PROP 6" SAN \ 44 ` Eq A r'sz 277.99' / I / C34 G. o O� - (� - Q 9 \ I I , j 88' 15' 22.05"W G� / \ �4 \ F A \ g' 11.03"W N D r= - - -Nj L / \ROD FOUND - /M - /' \ _ _ �-� '� ,n - gin' U \ \ v ? ' 1 - SWR LINE 3 S86�- I 6 / - - moo. 30_ N / / 15' ACCESS EASEMENT 3005 335 a \ 64\I�26 ,PROP \ \ o M \ I N = o/. I _ ' 1 0 N o- & T/183 (PROBATE MIN.) - \ \ PROP 20' -�� I 1.247 AC _ o �n ` - (o 6 ELEC ESMT I ` - ^ _ W \ Q d aG Q y`ooy� WLd A - ,Y a Rom. C \0OcO AA, a 0 .J a a: W M W N to 0 r, PUE \ - -- rn - - z h 0.924 AC c? / 0\ \ \ 20' UTILITY , w N^0� �!��- _ - o� �• \ \ 1.461 AC 5 W - - - ;n . _ 3 \ 1 C 2 ` <rn EASEMENT 501 /473 \ _) N> 25 48, 1 / _EXISTING PROPERTY ZONING: < ,; \ \ \ / (TO BE ABANDONED - �cR. // I _ 4S I// - -,� - �, )� s ass e / - SINGLE FAMILY RESIDENTIAL R1 WITH `L PROP 20' N �. /2 INCH IRON L ` _:PUE 6p% y �9 1 O � • o ` y'262 \ / I a ..84 \ . `G 3"�y O ' - - _ ( ) IM. 1 1 N � _ 12 \ 13 15 _ s7 6 -, 327• 47- - -I- {_ • EXCEPTION TO FLOOD PLAIN 1/2yINCH _I 0.907 AC r� a Os06 AC o - -. os02 As - �- .m + �A 1.119 AC I 47 PROP 6" _ _ D� _ - (AGRICULTURAL -OPEN (AO)) ROD FOUND M- u7- - - \ - rs7_ - -WTR -LINE - _ C66 0, PROP 20- POE.- 9 :A$, g = L - - ZN 0.926 AC � •- � �(r g /- - I - .� 0 0.7 �> �, - - N 3 , 3 \ \ i. c 0 -, .. _ OPOSE® LANUSIE: p / \ 7 \ \ _ R - _ < n0 -•. ,. _ PROP 20 . ; _ _ _ - u _ _ Wpi,77 IXIS� FHo.8os Ac \ PROP ti PUE - SINGLE FAMILY RESIDENTIAL R1'`o-'WITH2 INCH IRON A ? -'15' PUE, o o �,, ►�EXCEPTION TO FLOOD PLAIN _. Y (�0 BE REMOVED - PROP 20' as \ \ - aI ti- D� _ - AGRICULTURAL -OPEN AO /Gj=Y:. / o r20D FOUND - CM \ \ < \ CONC PVMT g�-:,- SANDSTONE ADDITION //� -\ 97 -= _ = _- EXIST WATER METE ( ( )) _ \ PROP 24 COMMON AREA, x,=°- ✓ - n - - - - \ (TO BE REMOVE) �6D� PUE, & PUBLIC PEDESTRIAN \ \ / STONEHEDGE 80.63 ACRES _ �- - 105. ' - T-4o.i2' - _ -' -' - - - /- _ _ _ o �35.9.9'_ 265 6 -- - - - - - /` EXIST 6" I ' v & BICYCLE ACCESS \ 6.036 ACRES _ _ _ N. , _! ,. ,,. - - _ -,__. - - `1TE AC WATER LINE 389/ 179 88 2 -g - _ - , 345.5 ^ \ WAY (SEE NOTE 6) i . �/ ZONED R-1 _PROPERTY CORNER FALLS 97- • - - - - N .88-30 29- W . �05.63- - - 1 53.8 tip'' _ {v G� 1615/231 SUBDIVIDERIBECORDED _ 87. 201 85' . -\ . . �+ 1" INCH IRON ZONED A-0 OWNER: \ 5/8 INCH IRON IN 14'. TREE. STUMP 4 - - - - - - - - $$ 27�0� t 467 4 MEASURED - I' T_ _ ROD SET _ _ _ _ -PROPERTY• CORNER _ - . _ - FALLS- IN TREE STUMP - -I I 3/8-4NCH I - - - -,- I _ _ _ _ R -ROD FO - C - _ .. _ _ _ _ - \ END PUBLIC PEDESTRIAN & BICYCLE ACCESS WAY 20' ASPHALT - _ - - _ _ _ (SEE NOTE 6) i EOP-EOP \ i -SAN.D STO-N E_ AD DJT O N--. 63 ACRES' . - - - - - - - - � � � _ - _ � - �I � 8O. � - O FIRE HYD ,1�, .W , 2 _ FOUND - CM EMERALD RIDGE ESTATES, LTD 1722 BROADMOOR DRIVE, STE. 212 BRYAN, TEXAS 77802 w w _ FIRE HYD J. GARLAND & LAURIE WATSON, JR. 250' 2108 BENT OAK COLLEGE STATION, TEXAS 777845 PLANNERZENGINEER: BLEYL & ASSOCIATES 1722 BROADMOOR, STE. 210 \ _ _ _ _ _ - _ - _ - �- _ _ _ I (� _ _ _ - �ONEDr-ZONED'��Z F'e � / C� p BRYAN, TEXAS 77802 SURVEYOR: w \ � _ _ - - -•--" ''"��---'".._-•---- -" - - _ _--- -- _ - -- --_.. �'��/ �P KERR SURVEYING, LLC 505 CHURCH STREET, P.O. BOX 269 \ - / COLLEGE STATION, TEXAS 77841 w w w Blel&A t y ssocia es DATE OF SUBMITTAL: SEPTEMBER 2010 Lv I a Z 0 z I o Q o N 3 N W O En a Y Z 0 Z (n Q U O } m � i. W I- � V j O Q O I U N o o a Q N �WWN m h vi OW Q WU�n 0px u' 0uj 01- <M .- M N ,- W a Ldir_ WNW 0- w-m 3::0za CV7/1 c0 M O LL Ml-an I00 ", a U) to 00 CD I copOX�M ('�'� W O _jLj (� ._O4 p Ld W \/ o to 0' �,po N � Z Co NOM- Z - U� Z Z W J �0 Q 0 N w o N Lj 1- Z w LL N tnp0X O 00 r Q O p) U) N "' O � �pX-rLj m (� Q w 5 6 10 W N .,__, m~NN w ~ 0 $_4 Narnrn N I- I - 1�1 a m 0) 7052 LE NAME: 7052-PRELIMINARY-PLAT-Y. DWG -IEET: - 02 OF: 04 • � f r� w w 0 w z w r Y a N 0 N Q J a z Q J a ry a z w N LO 0 r- I U� Parcel Line Table Line # Length Direction L1 281.95 N44° 47' 00.64"E L2 321.14 N280 25' 39.99" E L3 321.86 N 130 17' 51.74" E L4 284.37 N 130 53' 30.66" E L5 -- NOT USED L6 -- NOT USED L7 -- NOT USED L8 -- NOT USED L9 -- NOT USED L10 11.67 S56° 31' 11.89E L11 93.60 N470 52' 56.00"W L12 17.25 S880 30' 49.98' E L13 4.42 N390 35' 23.27"W L14 71.88 S390 34' 26.97' E L15 2.27 S65° 00' 07.00" E L16 126.52 S390 34' 26.97"E L17 0.98 N420 31' 54.18"E L18 252.48 N369 56' 33.83" E L19 -- NOT USED L20 -- NOT USED L21 -- NOT USED L22 -- NOT USED L23 36.50 S010 10' 45.20"W L24 102.50 N870 40' 39.00"E L25 50.53 N80° 02' 44.00" E 126 38.84 N610 18' 34.20" E L27 91.00 N30* 10' 42.20"W L28 49.49 S560 31' 11.89'E L29 -- NOT USED L30 82.96 N 1 ° 10' 45.20" E L31 107.21 N 1 ° 10' 45.20" E L32 59.04 N 1 ° 10' 45.20" E L33 21.85 S88D 49' 14.80" E L34 154.48 S750 16' 37.53" E L35 171.43 N 1 ° 10' 45.20" E L36 67.02 N 1' 10' 45.20" E L37 61.16 N560 31' 11.89"W L38 15.07 N400 27' 39.31" E L39 104.68 N400 27' 39.31"E L40 70.96 S10 34' 50.87"W L41 45.12 S67 58' 50.51"E L42 98.51 S670 58' 50.51"E L43 88.31 N670 58' 50.51"W L44 55.32 N670 58' 50.51"W L45 81.13 S640 11' 05.56W L46 1.70 S64° 11' 05.56"W L47 82.83 S64° 11' 05.5E"W L48 84.65 N 1 ° 40' 19.69" E L49 46.76 N400 27' 39.31"E L50 72.98 N40° 27' 39.31" E L51 158.69 S64° 47' 58.87" E L52 173.35 N680 31' 20.14'W L53 177.22 S69° 54' 24.02" E L54 80.04 N710 29' 27.33"W L55 53.81 N71 ° 29' 27.33" W L56 53.39 N710 29' 27.3S W L57 128.47 N490 21' 43.19"E .�58 . L_ .. 126:58 f _S88' 9. 35 74 - L59 131.23 N 11 0 12' 58.15" W L60 155.64 S 180 35' 54.95" E L61 137.23 S 18° 35' 54.95' E L62 9.23 N43° 37' 15.73"W L63 18.50 S220 07' 50.90" E L64 66.31 N200 47' 18.07"W L65 21.21 N80 47' 44.26"W L66 89.22 S80 47' 44.26" E L67 40.79 S50 09' 31.57" W L68 154.10 N50 09' 31.57" E L69 216.35 S34° 49' 26.11"W L70 223.34 S34° 49' 26.11"W L71 --- NOT USED L72 287.64 N250 04' 07.80" E L73 --- NOT USED Bleyl & Associates Curve Table Curve # Length Radius Delta Chord Direction Chord Length C1 96.29 264.35 200 52' 13" N500 01' 37'W 95.76 C2 22.16 13.50 94° 01' 56" N7° 25' 28"E 19.75 C3 122.71 275.00 259 34' 01" S41° 39' 25"W 121.70 C4 84.38 275.00 170 34' 48" S200 05' 00"W 84.05 C5 62.18 225.00 15° 49' 59" N 190 12' 36" E 61.98 C6 52.36 225.00 130 20' 04" N330 47' 37" E 52.25 C7 78.78 325.00 13° 53' 20" S33' 30' 59" W 78.59 C8 132.42 325.00 230 20' 40" S 14° 53',' 59" W ' 131.50 C9- 18.44 13.50 780 16' 51" 4400 48' 45" E 17.04 C 10 62.42 250.00 140 18' 18" S720 48' 02" W 62.26 C11 6.38 250.00 10 27' 47' S64° 54' 59"W 6.38 C12 12.65 13.50 539 40' 45" S880 58' 327E 12.19 C13 61.45 51.50 680 22' 01" S83° 40' 50"W 57.87 C 14 42.92 51.50 470 45' 11" S250 37' 14" W 41.69 C 15 53.37 51.50 590 22' 37" S270 56' 41" E 51.01 C16 100.55 51.50 1110 51' 40" N660 26' 11"E 85.32 C17 12.65 13.50 53° 40' 46' S370 20' 437W 12.19 C 18 74.18 200.00 210 14' 59" S74° 48' 35" W 73.75 C 19 92.80 200.00 260 35' 05' N81 ° 16' 23" W 91.97 C20 12.65 13.50 530 40' 45" N410 08' 28'W 12.19 C21 61.98 51.50 68° 57' 38" S480 46' 55' E 58.31 C22 49.53 51.50 550 06' 05" N690 11' 13'E 47.64 C23 46.34 51.50 510 33' 13" N 15° 51' 34" E 44.79 C24 47.47 51.50 520 48' 58" N360 19' 31"W 45.81 C25 52.97 51.50 580 55' 35" S870 48' 12" W 50.66 C26 12.65 13.50 530 40' 46' N850 10' 47" E 12.19 C27 19.98 13.50 84° 47' 53" S400 49' 05" E 18.21 C28 55.76 275.00 110 37' 05" S70 23' 23" W 55.67 C29 94.16. 274.99 190 37' 10" S23` 00' 29"W 93.70 C30 34.98 255.75 70 50' 15" S36D 37' 29"W 34.96 C31 127.57 275.00 - 26° 34' 48" N270 10' 15" E 126.43 C32 12.42 275.00 20 35' 15" N12° 35' 14"E 12.42 C33 161.34 225.00 41" 05' 07". 831° 50' 09"W `' 157.91 C34 24.79 13.50 105° 11' 37" N750 01' 28"W 21.45 C35 171.60 325.00 300 15' 06" S370 33' 13" E 169.61 C36 21.79 325.00 30 50' 21r S54° 35' 59" E 21.78 C37 70.12 275.00 149 36' 34" S630 49' 29" E 69.93 C38 140.83 275.00 290 20' 30" S85° 48' 01"E 139.30 C39 7.52 275.00 10 34' 04" N78° 44' 42" E 7.52 C40 173.30 315.00 310 31' 15" N860 16' 42" W 171.12 C41 72.30 315.00 13° 09' 04 N630 56' 32'W 72.14 C42 178.82 175.00 580 32' 46' N280 05' 38'W 171.14 C43 18.76 13.50 790 37' 49" N400 59' 40" E 17.29 C44 67.83 63.50 610 12' 00" S500 12' 34' W 64.65 C45 53.64 63.50 480 23' 52" S40 35' 22" E 52.06 C46 38.64 63.50 340 51' 47" S46° 13' 11"E 38.04 C47 48.78 63.50 44° 01' 01" N690 10' 15'E 47.59 C48 54.54 63.50 490 12' 36" N22" 33' 27" E 52.88 C49 60.23 63.50 54° 20' 51" N290 13' 16"W 58.00 C50 13.57 13.50 570 34' 27" S270 36' 287E 13.00 C51 37.84 225.00 90 38' 09" N30 38' 19"W 37.80 C52 84.08 225.00 210 24' 34" N190 09' 41"W 83.59 C53 17.00 225.00 149 19' 46" S55' 12' 07" E 17.00 C54 93.35 365.00 14' 39' 15' S64° 41' 387E 93.10 C55 108.09 365.00 16° 58' 05 S800 30' 17" E 107.70 C56 83.13 365.00 13" 02' 59" N84° 29' 10" E 82.95 C57 138.22 225.00 350 11' 47' S74° 07' 05"E 136.05 _�:y._C58 _67.2& :_ _ 275.00 1.4° 01I:a. 06" S?3° 40' 017E 67.11 C59 55.77 375.00 80 31' 14" S25° 55' 05"E 55.72 C60 6.39 211.00 10 44' 06' N310 02' 45'W 6.39 C61 151.07 211.00 410 01' 22" N52D 25' 29"W 147.87 C62 100.04 275.00 200 05' 39" N460 05' 53'W 99.49 C63 17.00 225.00 4° 19' 46" S550 12' 07' E 17.00 C64 40.54 225.00 100 19' 21" N83° 07' 21"E 40.48 C65 -- -- -- -- NOT USED C66 2. 77 63.50 1* 57' 14" S870 50' 38" E 2.17 / o0 30' WIDE PRIVATE F r 11_U_ ACCESS EEMENT PROP DRNEWAY FOR ACCESS EASEMENT -� / 217/342 & 242/242 4- lb. 0 Ilf / D O 20' CITY 6F, COLLEGE STATION a p p a p a 4. D ELECTRICAL ° !� d'• D ° d D EASEMENT 785/423 i �. ° a Q In,_D 4 D ° ° p' a/ a /..° p EMERALD RIDE n, o ao. a l D a a a 4 ° d D Q -77 .. -7 - / �\ ENTRANCE PLAN - 0 _I p 20 40 80 SCALE: 1 "=20' / 4 / 80 a4 / �..4 zwoffft o o / .` J. 000 as / o �a GENERAL NOTES: 1. BOUNDARY INFORMATION BASED ON A TOPOGRAPHICAL SURVEY PLAT PREPARED BY KERR SURVEYING, P.O. BOX 269, COLLEGE STATION, TEXAS 77841. 2. CM'- CONTROLLING MONUMENT FOUND AND USED TO ESTABLISH PROPERTY. LINES. 3. 45.68 ACRES OF THE SUBJECT TRACT LIE OUTSIDE OF ZONE X (AREA DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN) ACCORDING TO THE FLOOD INSURANCE RATE MAP FOR BRAZOS COUNTY, TEXAS AND INCORPORATED AREAS, COMMUNITY NO. 48041CO163 D, PANEL NO. 163. EFFECTIVE DATE: JULY 2, 1992. APPROXIMATELY 64.23 ACRES OF THE SUBJECT TRACT LIE WITHIN THE FLOOD PLAIN. 4. BUILDING SETBACK LINES PER CITY OF COLLEGE STATION U.D.O. 5. ALL COMMON AREAS, PRIVATE STREETS AND ALLEYS, DRAINAGE INFRASTRUCTURE AND ALL NEIGHBORHOOD AMENITIES SHALL BE OWNED & MAINTAINED BY THE ESTABLISHED HOMEOWNERS ASSOCIATION. 6. A DESIGNATED PUBLIC PEDESTRIAN AND BICYCLE ACCESS WAY COMMENCES AT THE END OF EMERALD PARKWAY COMMON AREA AND TERMINATES AT THE SANDSTONE DRIVE RIGHT OF WAY. THIS ACCESS WAY EXTENDS FROM THE BACK OF CURB TO THE PROPERTY LINE ALONG THE SOUTH SIDE OF EMERALD RIDGE AND INSIDE OF THE 24' WIDE COMMON AREA BETWEEN LOTS 7 & 8 OF PHASE III, BLOCK 1. THE FACILITIES WITHIN THIS ACCESS WAY ARE PRIVATELY OWNED AND MAINTAINED BY THE ESTABLISHED HOMEOWNERS ASSOCIATION. 7. THE AREA RE -ZONED AS PER CITY ORDINANCE 3327 SHALL BE WHOLLY CONTAINED IN A DRAINAGE EASEMENT WHICH PRECLUDES FILL, EXCEPT THAT WHICH IS NEEDED FOR PUBLIC UTILITIES IN P.U.E.s, AND STRUCTURES AND FENCES WHICH WOULD IMPEDE THE FLOW OF WATER. Bleyl & Associates w a : O z of o � N 3 co N w O Y Z to o z ¢ o m Ld LLJ O < o U (n o o a 77 a' a Q mw00 nmww La 3::0z< M tL a M�V) 00 a N r) 00 co J 0X�Ki l_ • I- (D �f\ (n (� Z O CEO W to Ql �pr) NOM_ z 0 O U °' z w V 1 � _j 0 p 0 � N � w a .�--� t�0 (n oo Cq zo x `O _ a a- tL 0.-- W 0 Lo Q f••� �QNm r M Q x a m w00 0 W N W 04 04 x w a �m . LO co Z a CQ W� dq U N Er- 0 A-,w E-i 0z H d O �0 �z WE-4 CO E- z Rl U m �-I , � � A a a N t-+-I a w�a W11 Q � as •-i�� too � Fri O H % i1i W C'2 00 ° p \ V-4 co COMMON AREA PLAN 0 10 20 40 80 D D SCALE: 1 "=20' 0 0 COMMON AREA NA - Y PLAT ECO D DATE OF SUBMITTAL: AUGUST 2010 7052 LE NAME: 7052-PRELIMINARY-PLAT-Y.DWG -IEET: 03 OF: 04 Bleyl & Associal .tes FEDDIE WOLTERS 0 XALKECFAM1.tY -PAMNERSHIP- -�C UMITS 845 ACRE-TRACT- -7 -7 1.2 0 CALLED 70.1 ACRE TRACT VOWME 148, PAGE 502 - PROP 20'z�'-, PUE ZZ u /0 -1 ou 6uu bIUU R ......... . . . . . . . . . . . . . . ........ . . . . . . . . . ...... ....... SCALE 1 "=1 50' . . . . . . . . . . . . . . . . FEDDIE WOLTERS CALLED 45.847 ACRE TRACT VOWMIE 217, PAGE 336 7 . . . . . .......... . . . . . . . . . . . . . . . . . . ------ .... . . . . . . . . . . . . . . . . . . . . . . . ..... -0 4- . . . . . ...... � . . . . . . . . . . . . . . . . . . . . . .7 . . . . . . . . . . . . . . . . . ... ---------- ..... . . . . . . FREDDIE & MARY WOLTERS 91.626 ACRES NOT PLATrED ZONED A-0 Ix Ld :2 0 v z w -j a a_ z m z Ljj w 9- C14 LO ir z Cr W 11-4 LLJ I 04 Lf) 0 0 0 0 . . . . . . . . . . --------- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �4, ... .... ... .... ............. MEDUNA DAVID & ROBERTA GAIL ------- ...... ----- - -- - ... 64.79 ACRE TRACT ..... . . . . . . . . . . . . . . . . . . I ................. N. . . ....... z- :7 . .... LEGEND :7 ........... ....... ONSITE FLOO .. D ................ PLAIN AREAS ........ ....... ........ ......... ............... ............... ............. ZONED A-0 WOODED AREA 7- .7 PHASE LINE 77 -7 L� SUBDIVISION BOUNDARY LINE Bleyl & Associates CITY LIMITS LIMITS OF FLOODPLAIN LIM1ITS OF FLOODWAY MEDUNA Dfl D & ROBERTA G-All 9.38 ACRE TRACT 7 X LTDI-PARTNERSHIP AeRE TRACT- -7 Line Table Line # Length Direction Ll 14.89 N660 42' 40.59"W L2 48.26 N720 23' 27.66'W L3 42.58 N800 32' 15.64!'W L4 31.05 N860 51' 40.02" W L5 57.98 N660 05' 15.66'W L6 21.11 N64-P 09' 47.68" W L7 7.21 N430 52' 36.1 1"W L8 34.83 N590 27' 33.82!'W L9 24.19 N550 47' 03.47" W L10 10.65 N280 00' 33.04!'W Ll 1 8.49 N550 33' 39.64!'W L12 7.87 N620 47' 02.00"W L131, 19.42 N670 55' 98.96 W L14 34.00 N890 39' 46.69" W Ll 5- 28.00 N890 35' 26.7 1 " W L16 10.15 N620 25' 31.57" W L17 28-00 N890 35' 26.71"W L18 21.24 N630 26' 05.82" W L19 9.00 N900 00' 00.00"W L20 25.63 N630 50' 05.69" W Line Table Line # Length Direction L21 44.40 N710 04' 31.2TW L22 10.15 N 620 25' 31.57"W L23 19.01 N710 16' 44.58"W L24 7.36 N420 47' 50.65'W L25 29.51 N660 12' 53.85" W L26 15.81 N710 33' 54.15'W L27 6.66 N64-9 12' 14.30" W L28 9.00 N900 00' 00.0ON L29 20.26 N620 40' 3 3.9 9" W L30 13.72 N460 46' 17.29"W L31 43.74 N630 05' 00.40"W L32 27.69 N350 17' 49.71 " W L33 13.93 N 680� '5�� �'4�4.9 6" W L34 44.00 N890 36' 33.67"W L35 6.10 N41 0 00' 32.71 " W L36 29-00 N890 36' 17.51"W L37 10.20 N610 55' 39.05'W L38 9.00 N900 00' 00.00" W L39 11.09 N64-9 21' 32.38" W L40 55.12 N890 40' 10.02"W DATE OF SUBMITTAL: AUGUST 2010 Lj a: 2F 0 z 0 3 04 z �: (0 N LLJ 0 = z 0 0 < V) y z < z M Ld LH � Q Ld ".) 0 < 01 0 0< V) < 0 x 0 ir a- Q- N m -j CQ V) 1-- < Lu X cj 00 0 W C) 00 LL. 0 LLJ 0 0 ir < M:i > a-w C14 w ry CL w-m -4- Lu X 0z< n C) LL- Pr) r-- 3: PO 00 Q) n- U) pr) 00 o < PC) PO to I Cd 0 X C)O I I Lu LL co r. 10 - �- n :i LLI- ()i 0 �t (0 Lu 0 Lo O:� --%n 04 Z (0 0) C14 0 V) z (.D (_)a) z Li 46 Y) z 0 C) V) LLJ u- Q) C& 0 Uj Lu F- C,4 Z LL- u)00x OC) < 0 of F- 0 0 U-) (f) N < 0 < X po M C) < LJ 0 F- 00 C'4 C'4 m Z,_� 0 C-4 < 12.1 C-4 >- r- r- p- W CY) CY) � M C�3 z Lo E--q co 0 N z g F-4 0 Z E- E-4 0 0 �4 z vi 0 Z E-4 CO C4 0 > Eum L- w W E--i z 2 P., 0 to �11 � CA2 q Q &4 M E- cy-) b E. �D 0 PE4 C) 0 Lo r- CO V-f C\2 00 T-1 �7052 LE NAME: 7052-PRELIMINARY-PLAT-Y.DWG -IEET: 04 OF: 04 /6 -P4- lb.,D6, lb �k