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KYLE VIEW ESTATES PP (2008)
0 c C N F 0 0 0 i C Lt v_ 4 D , a D a t Lc cc C r h a 0. Q z LL .11 C 5 c 0: V LL z L1J IL Ln a 3 Ld J } Y , co 0 / 0 0 0 a Bleyl & AssociateR GENERAL NOTES: \ \ Ln -, C) 1. BOUNDARY INFORMATION BASED ON LAND TITLE SURVEY PLAT G 0.0 DATED 11-13-2006 PREPARED BY KERR SURVEYING, P.O. BOX 269, COLLEGE STATION, TEXAS 77841. /� -A 0 0 2. CM - CONTROLLING MONUMENT FOUND AND USED TO � . �\ ESTABLISH PROPERTY LINES. \ _, �\ 20' UTILITY 8 EASEMEII 3. ALL PORTIONS OF THE SUBJECT TRACT LIE OUTSIDE OF ZONE \ 00 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. R = 840.00' TIE TO PROPOSED WL 48041CO200 C, PANEL NO. 200. EFFECTIVE DATE: JULY 2, L = 145.89' / 1992. CHORD L = 145.71' / 4. BUILDING SETBACK LINES PER CITY OF COLLEGE STATION U.D.O. CB = N 67*42'40" E / / T = 73.13' 5. SUBJECT PROPERTY IS CURRENTLY ZONED "A-0". 0 = 09'57'04" 6. ALL COMMON AREAS, PRIVATE STREETS AND ALLEYS AND ALL NEIGHBORHOOD AMENITIES SHALL BE OWNED & MAINTAINED BY 5/8 INCH IRON 5/8 INCH N w` ° THE ESTABLISHED HOMEOWNERS ASSOCIATION. Roo OUN - CM RO OUND 7 BLANKET EASEMENT TO WELLBORN WATER N72°41 ' 12" E 55.66' / ,o R = 881.21 ' ---- ARC L 410.00' CHORD L = 406.31' CB = N 76'03'52" E / T = 208.78' 0 = 26°3929" / / • SUPPLY 254/323, DOES APPLY TO THIS TRACT. 0.287 At; / 5 8 INC ROD /F0 IN _LRCM -_� W w 5/8 INCH IRON ROD FOUND - CM 5 \ \ 66/ 10'. PUE g� 5 50' R01�1( 1.236 AC \ 50' ROW 60 0.s9AC 10' PUE ---' -50' ROW TIE TO PROPOSE �r-10' PUE 2.133 AD 2 RODS/FOUN H IR 0,218 AC I 2 # trSls� -� i id W fit{ j.i• .• It ,r j,.:(r"t'4•+v : k '. { j.rrr,:. - TIE TO PROPOSED WL ' / r.ir _.. � : �L / � ram.. J .�--•�?{�PUE 0.133 AC i 'c, y • P a: Q , �1 2 {G► / / '� � � r , $ ��' ft�L �N to I / GA Lc� 3 . •,y �5' PUE qe I ;,I �' .. o S 89°1 '04' W 832.61' 16 6 G«: , t, ' 0.206 AC ;,E ;t 75 x:; EXIST SPILLWAY & 114 / -" • fat ' 0.165 AC / POINT DISCHARGE l 0.130 AC / i , 'r :•'' 0.14, AC 4 ' '�? ►6 ° t its, . '!' 5 8 INCH IRON ROD 17 ` / ;;:� .,i .+ y r ,i I FOUND - CM ar. ` -o.t64 AC '-r r{ t:. �.. 1.13 � �.�.'"� r'�••••. �" ,�,' ' s•�, ' (I � 20' ACCESS 0.143 AC �a �ra ' �"�. 77 } L''t 74 I R . / 4 / 10 112 5 „ 0.166 ac o.13z AC I .I: ( EASEMENT 1 2 INC ON L�1.• �nr. a' ► Ys+`�'r `•.:t i, ' ROT FOU - CM r:'�i "` 24' WIDE t26' G' ,to s: 0.,26 Ac tin, •. ':n,.. � �1, li:. � I / T` 18 > 1'`''" 30' ROAD EASEMENT y} Sti �:Y�+' ALLEY ''' ra �>a 's+, •z. 0.208 ac 111 ,.,�;L'' / a•r.- 0•78 f',r: o.73c I I ! 637/346, 271/781 19 o.tn ac ;;� 44' PUE '+''tfi t I / / ' , a , / 4•aL:N - t23• � j�° „o, k . & 4336 216, 495 6 30' WIDE ALLEY`'" I o.t54 ac at �2 20 �i� 095.194 c 94 & PrDE , •. �, so• / ,9 '�"Irf / 0.360 ACC: 79 , s2C 72 `. 40' PUE YI r �' r s 4 <n ,�' I ups NI 0.147 ac I N rtF z I 0.131 AD I & PrDE �q"``i;ir.. k ,' ,,•� 96 ;;t 123 I{Y 110' a a (20 m �•/�GEL,{a�FIRE�°G a 0.195 aC 93 I a 10 I 4 WIDE PERIMETER 0.143 AC ,,,'rFAI/ATE,, V `at I 109 I 5 O.t77 AC $Q 2 (i1 ; ` m 71 " , • ;,� ;•i:i:�i,;I' +:'�: o.t31 Ac ) o.,a7 ac , n 0.131 AC I WALKING/JOGGING TRAIL \ rf•:IIZ.y4..;•:•.: - • �� ,�.a1d nd f�,•I''�zr: !1 r.S5,f�',• m i :$:i 0.t z t-) 0.1 i1r13C+1.;-l� .:ty:;: if0' q0 ALLEY ;:i 97 a s � I LI It 92 81 1 M `O N ,/� 1 108 1 0.123 AC �' i�' kf, l =yt �°� 0.128 AC ,' N 0.147 AC i"r 70 I' Lf N C7 17 :o, I 4 m i 0.131 AC t 1 t: ( I 0.131 AC t (i� 2w if0' I,10' 3+q. ' 5 0.203 'AC 22 44' PUE' : �;::, I M 00 0.200 AC10 E 98t: 91 I -�- 82 ) I 69 o 6 10 0.147 AC N ( 0.147 AC 0.126 AC. yl; 7 ^ert' 23 ,7 12 • 1. t I �' . hct •c a.• •,. ;,o .:p S? it i1 0.131 AC f� 0.142 AC '. �.+p •� • �t:,� • •1.• !��r C '4 , . 110• 1/9• 123' 12Y i1, a,' " 2 :t 5/8 INCH IRON $ ROD SET a; , ' 106 99 0.,47 AC 41 83 ; :IOwl fz •1•r' 8 23 I 0.131 AC 0.142 AC I { 0.147 AC S89032'27 W ', 0.123 AC "°' I 19 , 3 t23' I 30' WIDE ALLEY 82. 66' 2Z. • I •° t . I 84 AC oI 105 100 8 0.131 AC 0.142 AC 0.147 AC5/8 INCH IRONku"< ( 40, PUE & PrDE ROD FOUND - CM ; ;1; •I 0.,15 AC I-1 110, :9a1 123 -1 123 k 67too* 1 a E1 r• �' t y 0.131 AC 104 101 85 AC 0.147 AC0.131 0.142 AC 0. .I 25 ,ar5ir I �I. .. 1,F- " 0.115 r + „ 19' ,' , s• � ; , tzs• 166 u� t V ' 1ygtj 100• 'rj `�� � 6 r, 10�3c sc! ,: ',r+1�';f H k's 0.131 AC ".irj ' 'i1 103 :a s 2 oils, 'I" 87 '��: s 86 t10' ( I I 20' ELECTRICAL EASEMENT a 26 0.148 AC r �, 0.,87 AC yxg 0.167 AC a Sit 4r 0.115 AC v' i -- %,�, ti c : JIB L_ . / �rF1: ' 65 8/2 u.iiv AC C0 �4 too' �t ' ---o f 99 , re 1 4; DESCRIPTION OF BASED EASEMENT J.. 1•.•wto-:,,l, .-.M.? tt...1t�:.1±:1..r.,},�` , . r_r.,.1ar �•i. ! • � �, t �' �,. .. L , � , cc }:, _ r s •.' •`� ,'�; e:Y. e1-._:i rr'' S6' I rt`t 1 • r.I?•. I G • t t. - .yy -J.+^r - •.tt ;i, '� k ts•3sr 3amt„ t. ��: ,tti'Stuln ri•, ' c,r.u1%!rs .�: �' .a"� •1`'�fr''`n• r • , I'i 0.--. f; ' 1 sj,••.:+r• :M r •• �• ur,, y; y ri' cci' l! 0.115 AC a ...&h r r. r 1' :• '=^ •r •Hint „:E; r„a.,:, U:` I too ( {i r �I���,{Fo- 20' ELECTRICAL EASEMENT I- r 64 I 2258/246 BASED ON �, , - Q e� 28 � t r 10 4 0.188 AC ry. I ("'--LOCATION OF POWER POLES y7s I 0.115 AC ( .9 • 6 f 0 ®- 63 ,? I I I LOCATED ON THE GROUND 2 6� w O .� (l�' .;I, f' 4 4 u 4 4 4 U 4 4 61 e0.115 AC 0.164 '52 53 54 55 56 57 58 59 60 0•133 AC 1 PUE��'` 'IM I, Cy Of d- h� 29 '' 1.51 zQ \ %' 0.115 AC ^� r ` 127 AR 0.130 AC 0.130 AC 0.133 AC 0.135 AC 0.135 AC 0.135 AC 0.135 AC . 0.135 AC 0.135 AC 15' 1 rDE D0 'IR 50. go. 5 .�(+... (� N k;� € r, , S S 5 52' S2' St• ,- a- iY III j,.. `i:l. 1:,.:Y i . v! , •!:31'�tvit�• . y.} ..e f.,. ?F t �i ,, ,• t° t 1•tcR ,u'1.. :1 t > y� a^ �A s ti r p �; fs..4q- 1 S+tia: t c, +{ x s ya��e i�.. J c 2'�•;T;L..,{ i �, -�� 30� I r s Z �� 0.115! r „ w ,.ulna 00 too• : t °°� 2 WE 4 ALLEY 50 49 48& k 1.127 4' PrDUEE I I I , AC 0.130 AC 0.130 AC m 40' WIDE ALLEY ,y ; 0.115 'j s 4 " 47 46 " 45 44 43 PROP sn ss I I JYtY 100, ' ' 0.118 AC 0.117 AC C , m 50' PUE `- a ,� 1 2 0.133 AC o.135 ac a135 AC I , I I 30 ROAD EASEMENT .t,<• 32 � 637/346, 271/781 0 & PrDE f 0.116 AC L� (- 10 I & 4336/216 495/6 • � .''kL� �1j } 7u. � 51' S2• S 1 +" . s{e3: zrG Y•,ti C • 1� 1 COMMON t DETENTION AREA, 0�01 pass:► aI 0.33c ?l1M 11It s so' so so St� rIrSYPUE & PrDE ( I ( OFF SITE 24" STORM DRAIN O ;•;? I 4e o: 4 �° o OFF SITE 8" SS � _ I z �r 34f. 35 g g $ s- s' m : I. 0.,48 AC 0.115 AC 36 37 38 39 40 41 °42c 0.115 AC 0.115 AC 0.115 AC 0.115 AC 0.115 AC 1 w3 ss y1� o so so' so s ,q:• p "�:i frl?���iT;'�Yjk'•1! •.•tp.•e'�� �:7'ts'vt "• i..(�''�.f•:: ' �{•:.:. ¢" , f,.,�Y�,*,: ; � -s • �„ , ..• ��a.•.s .;:irk r: r I . I j - - - 1.776 AC �/� / / C�Q�' N R•�QQ I� / I. s ' 4 r~, 1} f}, pps-1 8 BBC 6 0.133 AC 3 . 2 AC 4 x ;, r;;,.. � � i , ! i 14 15' UE 40' PUE / s:;�" - .� , Ya}. ' 151 'AC • 0.137 AC / ¢:i1 °` Y�' A.�-y � • PUE � � & P E E ,/ `' n c ''+ 70' ROW k` a " K ( EXISTING POND 10' PUE-1(r, 10' PUE / 30' WIDE ALLEY 50' ROW �1 / aw•4''•txt��' 9 6 �Ap +. �,d al , ( ' 1 , 2{9' 218' / FAT �' •"k - 'S r~ 7 � .154 AC i• t `L, c 1r tyl j ^,r1,,!- 4 i c 0.139 AC rri� t � t rl F• /. 1��t 5:.. •iL1" �'h� i, et 1C3r ay.. N oQ� �� / ;v,3,r 1 -iL 24 WIDE, ;� `Ire 11i ,Frtr"' / 2 ( I 1.103 AC IL L BASIS OF BEARING 7 �� ,I,. ��� �1,` 't ,,,' 'It ,�r;, r, COMMON ( o.76s AC s 15' PUE $ ti1 : `�j; Ir „s S:1;. 50' ROW, AMENITY I ; �! I PUBLIC COMMON / ! e.134 AC 0.137 AC ' i- ' ' 50 ACCESS EASEMENT ;e`i' / eta:, f� jr , TYP. AREA I ACCESS 259/543, 271/781 // -, / ,0.1 o `,;;;ch:� 11+ 27' BC -BC, Ac. I I PUBLIC _ I I DETENTION AREA, ta•� ' r r � ESMT +w+.,, rs 1t1�1 PUE & PrDE & 4336/216, 495/6 -,< 1 1 51 ' ' �roT.' \ !, TYP. ESMT ' s. 4 0.131 AC 119 / 2.62 Ac. N/F - / I ja, AC 1I f -. `tt I t DON L. IVEY AND WIFE / / •� / ta�tr"'" 118 tyr: 8 I / 0.1 c ,�,, _�1 1 / ;0.1; s AC I ; ,2 35' PUE CYNTHIA P. STAGG j�1 ' 117 „° 'i .. -. 15 1 „I�•ri ••• r N`��' bt ' - iL f; 4 •J .K W S 'vi : .nr e. G•Q ?,z =:1! d v,.. •:! �(n .>:.'F''. I-.:, L: 40.00 ACRE TRACT / °tZ3 c / ��'' 116 -0.135 AC 4 a a.: S tS 8 • 1065/418 / 1 / ;.r .,0.135 ac 5kk1 $!r S ` jAi- / { S' .0.120 AC / ,0.135 AC 5/8 INCH IRON 'fit '� • •. .• •: d^ •�; ... ,+•..tk.� 4i.. j i�' ,l • • •" •' " } ",3! i f` 4:v: i''.£�.: ' r`L•. • .� . . 1 : .. •11 •�''" i a •yt.4'. JG'af'§-" "' a:C.:� r �'iL, i -•��i-t-i ROD FOUND - CM S89°46' 16" W 50' PUE & PrDE 4 A WIDE ALLEY N/F S81 °21 ' 19" W 934.23' 5/8 INCH IRON N/F ROD SET , 20 COCS 34.61' DANIEL R. BUCK AND WIFE, PATRICIA ANN BUCK 7 LARRY MAXWELL McGEE, SR. ss ESMT BLDG, I 5/8 INCH IRON ROD FOUND - CM I 7 rn or`RF7 TRACT, 365/782 ( 7.496 ACRE TRACT, 450/549 ( 20' PrDE SH LOH SUBDIVISION PLAT 289/219 - Bleyl & Associates DOSED WEIR OR -ET CONTROL SECURITY GATES 8' BC -BC 1 48' BC-Bf KEY NOTES O1 PROP RCP STM SWR 20 PROP 6' WATER LINE OWATER LINE UNDER CONSTRUCTION BY WELLBORN SUD ® PROPOSED 6" SANITARY SEWER LINE 50 PROPOSED 4' WATER LINE © PROPOSED 4' WIDE CONIC SIDEWALK OPROPOSED 4' WIDE PERIMETER WALKING/JOGGING TRAIL ® PROPOSED SECURITY GATES O9 70' PUE PrDE 10 PROPOSED FIRE HYDRANT II I I R = 25.00' L = 39.27' CHORD L = 35.36' CB = S 45'36'23" E T = 25.00' A = 90'00'00" I( PROP 30' PRIVATE ACCESS EASEIMENT PUE I) to � I 00 I L1J I N � I O o_ I I Gi w I O EL Q Lf)�30 Z w o I NIx 0�-1I Q �moa- LL: 1 I POINT OF BECIP NING 5/8 INCH IRON ROD FOUND - CM - 1 VICINITY MAP SCALE : NONE LEGEND POWER POLE FENCE of OVERHEAD ELECTRIC LINE NATURAL GAS LINE NG BL BUILDING LINE PUE PUBLIC UTILITY EASEMENT CONTROLLING MONUMENT .........CM........ FIRE LANE CURVE LENGTH RADIUS CURVE LENGTH RADIUS C1 49.65 25.00 C51 32.49 525.00 C2 89.30 1464.50 C52 38.32 525.00 C3 118.90 1535.50 C53 50.86 125.00 C41 38.52 25.00 C54 55.65 125.00 C5 2.41 40.00 C55 14.90 125.00 C6 60.36 40.00 C56 21.21 13.50. C7 47.06 30.00 C57 21.21 13.50 C8 24.24 50.00 C58 29no8 30.00 C9 118.78 50.00 C59 39.27 25.00 C10 286.93 881.21 C60 39.27 25.00 C 11 68.80 248.68 C61 39.27 25.00 C12 119.56 -25.00 C62 39.27 25.00 C13 138.29 50.0D C63 39.27 25.00 C14 47.33 50.00 C64 55.21 50.00 C15 11 F.39 1475.00 C65 42.88 50.00 C16 211.87 1475.00 C66 41.01 50.00' C17 33.66 20.00 C57 36.51 50.00 C18 25.81 225.00 C68 30.99 50.00 C19 118.78 50.00 C69 55.19 50.00 C20 .61.10 525.00 C70 59.02 50.00 C21 38-- - 25.0o C71 50.36 50.00 C22 125.90 1525.00 C72 80.54 50.00 C23 199.88 1525.00 C73 39.27 25.00 C24 41.66 25.00 C74 80.69 465.00 C25 95.37 475.00 C75 39.27 25.00 C26 46.05 475.00 C76 80.59 535.00 C27 36.11 30.00 C77 24.27 50.00 C28 36.11 30.00 C7 8 34.98 50.00 C29 14.89 50.00 C79 45.45 50.00' C30 19.33 30.00 C80 54.33 50.00 C31 2.42 30.00 C81 39.27 25.00 C32 31.42 20.00 C82 59.01 50.00 C33 25.09 30.00 C83 15.25 50.00 C34 25.09 30.001 C84 63.00 50.00 C35 36.13 29.89 C85 45.00 50.00 C36 40.15 30.00 C86 45.00 50.00 C37 47.09 30.00 C87 45.00 50.00 C38 18.97 30.00 C88 57.25 50.00 C39 21.89 30.00 C89 42.93 50.00 C40 49.03 525.00 C90 37.59 50.00 C41 52.09 525.00 C91 28.48 50.00 C42 1.23 525.00 C92 38.71 30.00 C43 39.27 25.00 C93 8.41 30.00 C44 50.38 475.001 C94 36.11 30.00 C45 67.10 475.00 C95 36.11 30.00 C46 65.77 475.00 C47 13.18 475.00 C48 55.7 - 475.00 C49 8.28 475.00, C50 72.841 75.00 LOCATION PROPOSED USE BLOCK 1 LOTS 1-119 SFR BLOCK 2 LOTS 1-4 TOWNHOME/OFFICE BLOCK 2 LOTS 5-8 COMMERCIAL DATE OF SUBMITTAL: MAY 12, 2008 FILE N, SHEET: 0 0 0 D 0 Z W 0 Q 2: N v a w ¢ m w g 0 a�' 00 C.)In in a IL 0- 17 }n1XC mQ C)LLI `t M<11 �- W N} �. Y.n-m 3::,rwx � nr-m MI�O-t W bo 0 K) (� v � 'j (sJ V F- I � ICd 0 u) z to C140V)� U � �j °U O,U �+ o C�j tU CD .,..1 N w V)Noozx 00 Q L'__!L (�, U 0000 W �,t� N •''� 0 m N N arnrn N m Q-t 1) i) m. W Q� SUBDIMD,EER f RECORDED OWNER: KYLEVIEW ESTATES, LTD 1722 BROADMOOR DRIVE, STE. 212 BRYAN, TEXAS 77802 PLACER /ENGINEER: BLEYL & ASSOCIATES 1722 BROADMOOR, STE. 210 BRYAN, TEXAS 77802 SURVEYOR: KERR SURVEYING, LLC 505 CHURCH STREET, P.O. BOX' 269 COLLEGE STATION, TEXAS 77841 M H � � co � :14 � U.2 W E x �+ wow uzvi i�l 0 W to u H to 0100 a �0 (:4 7066 7066-PREUM PLAN- 01 OF: 01