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HomeMy WebLinkAboutEMERALD RIDGE ESTATES PP (2010)-2Bleyl & Associates VICINITY MAP \\ I I I\ EXIST 8" WTR \ \ LINE EMERALD PARKWAY` _ 80' R.O.W (57' ASPHALT BOC-BOC) NOT TO SCALE �- o--� - �m EASEMENT (0.33 ACRES) \ \ / Nr d M N W w mn� TRACT THREE, 8458/235 PLAT. -\ i:*. 14' GRAVEL DRIVE -►� VARIES a w m 10 UTILITY EAS5��N3 \ /� ::;;.� ••�':.': ;:;:z;; ; :5:.r::::••-:.... \ (TO BE ABANDONED) .-::::.:::::"::::;::;:;;':::..:.:..:•: c S s ... EASEMENT 15 ACCESS EASE �.::.;.:::;::.::.:::�.:.:..::.:..:::>�::;:;;:;:;:.::.�.-......::. �8 � 2 � \ \ DRAINAGE CHANNEL B U C HANAN ESTATES 10.856 ACRES \ rye°`/ FREDDIE & MARY WOLTERS D A 0 I // \ 91.626 ACRES ONE I / // \ NOT PLATTED _ PROP AMBULATORY ZONED A-0 RAMP \ / / / \ 50' EXXON PIPELINE / /30' WIDE ACCESS \ EASEMENT, EXHIBIT "A" LOT 2 EASEMENT \ \ \ PARCEL 1, 387/946 BLOCK 1 / 217/342 & 242/242 \ 12" LINE TRANSPORTING / / PETROLEUM PRODUCTS 0 50 100 200 400 REMOVE EXIST / FLOOD ZONE "AE' \ - 4' SIDEWALK / / / / / 20 CITY OF COLLEGE POINT OF / ELECTRIICALTATION EASEMENT \ SCALE: 1 "=100' BEGINNING 785/423 \ \ 50CITY OFCOLLEGE 1/2 INCH IRON ROD / \ \ \ ELECTRICALTATION EASEMENT cnu mn _ ru / / \ 7nr, 1A, o I Ov N o o a fl- IL N 04 Ew vi o m PROP ENTRY/EXIT GATES \ \ w o N COMMON AREA \ o F a r` SEE DETAIL SHEET 02 6 VARI Ir 9 \ / 15' WIDE ACCESS \ \ / ` ©1 a m a l :.. •::......::.:.:..:.:::......... ,.-.,:•......:..... 48, 414-85 EXIST 24" SAN SWR LINE \ .. :.-:._ ..�4 :..... E 94g• \ \ / SECTION A -A CA \ (TO BE ABANDONED) / j \ L25L?3 %3'� DISTRICT COURT RECORDS \ LEGEND _ \ ' BEGIN PUBLIC / C� �6j- '��� 7 s::..... / ' ,� �• 30' PROPOSED PUBLIC < / PEDESTRIAN & �� / / / /21' 28' �o i l _ =--.`..•�5i•i:::;:•:;,•:,:;':...,,.;..,.;.;;...:::• UTILITY EASEMENT \ EXIST 6" / BICYCLE ACCESS WAY 1 \ \ ":: " :;:? '? : ::i::::%::` :':';:? :• :::'................... :...::.... \ EX /PROPOSED 0.737 AC \ �`'?\.:::::::::.::.: :: ::::•::•: ;` := i ;•:::::::::: " "..::............... \ WTR LINE SEE NOTE 6) i \ \ '�� • •••••• ••••• • �`� \ PROP 24 SAN SWR JIVE .......................................................... . MEDIAN :•:..::::,::•:::::::...••..:::::..::;.:;•::::•::::t:::::•-:::::•::::::::::::::::•::::;•;::;::::::.. ONSITEFLOOD:.:•:::.:•:::......:.::::......::::::.::::::<:::::•::::-::.........� PROP AMBULATORY :::::...:•:.:•:::......_`*,.::::::....:::.::::::.::,::::::•::::::::.::::.-::::::::::::.........:•::•:;.:::::::::....:... OX, ................. PROPOSED B \ ::::::::: ::::..::::......:.::.....::•: ` ::••:::•.........•:;;:.:>:.....:;.:;tc•::;:.:::::;:::::::::....::::::::::::::::.:. AREAS / 1 P 8» RAM :•.. �-::.......... ' ��:.......::.......::::::............................................................. 5 8 INCH ON PLAINCULVERT / PRO \ - :::.. _ \ WTR LINE \ :�::::::::::::..... •.:..:..............::•::••:::_::-�.::::•::::._::. Y...:...,::::::::.::::.••::..............,.........: ROD FOUND - CM o . �o ::...:::::::::::::::.. •:.::::::: ZONED A 0 '�•�........ 9> :. ,...,...,,,,....,...,...,..., ,,,,,,,...,...,... / b 0.81 s AC F 1 \ PROP 30 O / / / , ss. ma's FLOOD ZON , ..... :::: ..: ;•:..:;::.::::::::::::.:; ::: :.-.......... 1 '` / ( 2, ` PROP FH $ • 3t EXIST 21 SAN G r;...::......;:.•,.`.,. ...;...::::::•-ti :•;•:;:;t :::;>:;.:: \•:: \ pV PRIVATE DRAINAGE '� / / 33. Z 9 �+, :;:::'•>:;:._ ::::.;::::;.. \ :::::..;c:• s•::.:: EASEMENT 9 0 w 91 A �Z� . \\ i -240- -2�3, �"� SWR LINE (TO ,\ \\ PUBLIC PEDESTRIAN 6 \ BE ABANDONED ti -:.• :' :' ......................... / 0 / & BICYCLE ACCESS o:%>%;:: / s6 \ °`' - _ . - ' \\ 100' ELECTRICAL J. GARLAND & LAURIE WATSON WOODED AREA _ - ,tP� EXIST LINE N / 7s� WAY (SEE NOTE 6) 4 0 , ry 7-PROP 20 PROPOSED 20 - '� '� EASEMENT _GQ / / / / / 2 �� // \ �Y - ^_ PUE _PRIVATE DRAINAGE.-�/ /I i` .� �' \ \ . _ _ _ ,�. f -- / "// °` r \ / 1 i 1 � , \ 3/8 INCH IRON 130/234 6 3005/335 ACRES ?i 20 UTILITY / g %\ / 0.855 AC -10' PUE & ���AS N EASEMENT Dc \ ROD F. UND CM l� EASEMENT PLAT. '`ry / / \ S / / y� ELEC ESMT ^ �� �� �1 5 , EASEMENT PLAT } / (-9�Z `� - \ \\ \ FLOOD ZONE "AE' NOT PLATTED "20' SANITARY SEWER - v �. rs� �2 i / \ EASEMENT. 518/231 - N-� 4" ,/ N� \ PR PUE 0' ` \ ZONED A-0 PHASE LINE �� �� / \ - A l`�� ?? , / / .PROP s" SAN \ ` (TO BE ABANDONED) �� 0.643 AC ���o - 10\\ \�• ' \ / / ss9•. gA' SWR LINE .719 AC -= -' N �_ �. .�N •� �.Zb �73' \ OF FLOOD ZONE EXIST 2r RCP \ �3 /\ \ \F\ - 10' PUE & \ \ -z ��� �- �- \ ♦ \ \ \ PER F.I.R.M. MAPS ZONING DISTRICT \ ti / o_s3o Ac / /\ ( 3 0 - •.�^ \ STORM SWR g / �` _ _ \ \ ELEC ESMT SZ "� ' / BOUNDARY - - �r / I `geZ= / '� °P \ �'3s o.773 AC \- -� % \ / 771, - \ SS . \ 1 \ \ Z 1 8Z +! - �' -0,516 • AG-v�L� - 2 . `\� \ \ 20' EXISTING SANITARY / / 20' DRAINAGE ' / / / 1 \ 6,756 AC \jr\ ' _( - \' 1/ (,� 2>� p SEWER EASEMENT 525/726 EASEMENT, PLAT / / �2 / I / �0 , �`� -\. V s • s \ OD ' r Snns+ 605/773 \-252-" - 3�,s �'2 S SS PROPOSED MAR �!}�! _ L BOX CULVERT \ . 0.591 AC . I / \ F. C. -R- i 'D G E-- ' ` . - \ • � 4 F ` i2 \ ��• \ �o' / ) AR E Pr PROPOSED 20' M 0.949 AC \ \ / �i �s2 \ \ 2gS �� A \ C39 = :_ C40 - _� \� SANITARY SEWER \ 7. ` , 32 8, FLOOD ZONE X' UNSHADED ,�S / \ / '�A /d / t PROP-FH- \ _ _ A� r W gS �S• \ 15 ACCESS EASEMENT (� \ �� / \ SSA• P1J,CLA -� PROP s" I , �/ / / ' Y ' PROP 5' tOZ\_ P3.. _ ,Lp9 Z2p8 \-\ ,\� \ M� 3005/335 & 100' ELECTRICAL' SAN SWR \ / / -PROP 5' - L SIDEWALK - - ,\0 �- S T/183 (PROBATE MIN.) ?' r 12 0 I - SIDEWALK I. l 1�-6�_ \� �� 130/147 I / / ' \ LINE % . Ir . -I `� _ \- ' _g �' / g0 PROP 20' _ i - % ' - / o - 5Z - / FLOb �0 ' `�'► `c i\ b� ►� �,%, I �256 2g• AF' /9 / 0.7�53 AC PrDE / 'i�I,,�- . _ 1 \ . I'- \ "sb�\ PROP 30' ACCESS ESMT �� \ 10 ^ / / ( 5 \ SZ� j \ \ ( J II I- - c� • PUBLIC PEDESTRIAN _ u' �' a \ `O �� & 'BICYCLE ACCESS \ -�-_\ \ / ` ? \ ♦� FOR FUTURE GREENWAY 1.097 AC / PROP 5 O _ I cv as_ \ Q P�13 \ r0,�•, // //%� / ( aC �G�// I / s 3l3 \ / I - �n I WAY (SEE NOTE 6) - l- \ �� �\ TRAIL SYSTEM ' I w '� SIDEWALK I o' s 7 \ / / /� / 1 >\ _ 0.980 AC _) - - 4 _ 1.110 AC - _ \ 41 \ g �� 1 X1 IRON / \ G, // /'% ( �� O S 3 1 ` \ c BAR FOUND - CM CO�h'/ CONCRETE/ / / / BLO/CK( Ss� \ 1 ' ' ro `n' /' / �� 0.912 AC ",'' - - - _ _ _ ` \ s `V \�� �►� SPILLWAY ,ls • Ao \ \ \ \ ty h ( 0.937 AC M rn / l / / - � , o� '0 � _ 0.913 AC = �- i -�S85. 05' 4.10 E' \\ , / S 65'41'48" E PROP s 1 \ \ \ Q \ ! 1 ' "' ' / % �I 1z ._ _CO..-�, 34.52' MEAS. •'� p`2 / j \ ` o A WTR LINE / \ \ 1 9 _ N - PROP E 382.33' - /o \ � / \ WTR LINE � PROP 20'� - _ PUE \ \ \ PLAT CALL Dc �'�'` / / \ / . 'o� \ cs2\ b.y4o At, ` / \ ` w N / I .r,, - _.- \C ry Y PROP 5 Orw DIST: - 35.89 / �/ �p , l 1 2S \ \ Z� \ ry - _ - 'SIDEWALK ' - - 1 - - / - \\ sbS Z / / \Ss • / ryh / \ ' Ac' �� \ S3 �'� ��S h I \ I ti`4 / - L58 _ 4s' 5 74 - .� 1 Z - - \ \ Ac�j \ ( / / / E 4 V 1 O EXIST. POND ° / / 6 / \ \ �� r� s� \ z �I / _ \ _ Q I \\ 1 (/�j \ ( \�• 1.243 AC / \1 V �, \ \ \ / / _- - ,;:- 2�0�3'_` __ 1.190 AC _ _ \\ �� Rom, / , 0.8\02 AC \ `� \ \ I� /' I 09 - �. - -PROS I. - . _ - \ \ �\ 1.509 AC �$ 3/8 INCH IRON W AA C/1 / n \ \ < / g _ Z. = S85• 15' 34.31 "E _ \ / Dr ROD FOUND CM �-i d \ S6. AF 10' PUE & / \ \ ro eo. \ \ \ ` / - _ \ _ PROP 6"'. _ .1 y \ ..� I - \ S / -+► N/h• \ , \ �Sg 2 _ _ \ - 1 I' BLOCK,� 487.79'�wio' O W W / ELEC ESMT/ I L 10 PUE &I �] \ \` /I �/ / WTR LINE_ JIL`''\ 50\EXXON PIPELINE t E-+ N oo \ ELEC ESMT N 1 / \ s \ �dSS / t7 (' - - _ .� 9�r- \ ( \ » » ,� •� m z PROP/ j \ \ 1 N/ 0.80o AC e N _ - <. .�. ( - - - - - I RANDALL & BRENDA I--1 d, o / AMBULATo \ \ _ \ o _ ySs / I _ - /. _� 0 1 1 EASEMENT, 2. EXHIBIT 6 \ \ o, J� E-' go• '2s� I I 1.088 AC / / wr... I 1 10' PUE &_ `�c� , ��/o^� �� J - yl o -�6� - _�� i. I I - ( 1 31s AC _ / -. _ '. I �h� y ,�`�� 64 09 ACRES a a PROP 201 PUE \ \ I / PROP FI{� I ELEC ESMT \ 16 "/ �` -� \S6S• - _ - _ - I i. .y / •h W o o ^� I -I W C'J / r 'i - -'10 \PUE- 10 PUE U2 F' /< I \ / i PROP 4 \ ``� \ \. / / i 2g • 79 _L .\ L j -i '� I / 50 ELECTRICAL' � p. / Ul I~ 1 60- \ / WTR LINE G, \ �o `U.978 AC v // /// 26 80. 0� hF C ? - - -\ 59', » - EASEMENT. 906/596 /�' Dc 3T TT g z s7s• �` ,� 5 NOT PLATTED w f� e1' \ N t 2 \ / 0 / G' \ 15' UTILITY EASEMENT, \ -\ v - 5 - +�"'�► •00 E _ / 1 2 ! ZONED A-0 E W pq H w M �� tO ( l \ / SO• �t 501/473 (TO BE ABANDONED) / I - _ I 390.33' '15' UTILITY ESMT 501/473 t Q CS N IjF\c"lj \ `\ _ ✓- - 1.666 AC _ - _' TO BE ABANDONED) 1/2 INCH IRON F-� V W �+ � a Fd \<� \ / ^ ,l �,g / / v _ ,1�- 00 \ \r'- / l _ - _ _ _� . (� - \ROD FOUND - CM �+ W t� a d 9� 1.490 AC / °` / \ '�O/y q \ / / I / I / C34� - �O - - h • _ r,4 U pa �i L46 / \ PROP 6" SAN FA ` / 277.99' L r _ ' �V _ / N ' _ --cVT L 15 ACCESS EASEMENT 3005/335 t7 W Q a d E ,� 0 ✓ I \ / .1 344.48' \ �°UF :_-,......--.= / �OND I c� - .I 30_ , . 'n _„ �" & T/183 (PROBATE MIN.) F-•� U U (� n SWR LINE A \ 03 W co V // - 1 0 N O- w CC j88' 15' 22.05"W Gam^ / \ \ I �9 J ELLEC ESMT `4•4\ F S86' N _ - �, - -I 00 � d to W Z J y v /- - \ I I 1.247 AC -- - 1 .°:. �� 'r� V' - - \ �'j'� tp a a E+ er a h 0....924 AC O \ _ --ems-\ _ _ \ j `a-' _ _09Z` \ \ D ( r p%` - \ (\ / i ^ ♦ �\\\ ^s9Z� - i�/ _ -��. \ '� / A E20' UTILITYASEMENT, 501/473 (ry - �I ' _ 1 N74• • 2554a' '� �°��/ EXISTING PROPERTY ZONING. a a �' A tEi "� ¢ �/ \ \ 1.461 AC ^E - _ - _ N - u \ I �/ / (iTO BE ABANDONED) - - �sr / I - __ 45. 44 07- �'�/ _ _ PRIMARILY SINGLE FAMILY TO W ( d, x \ /, �y�3. 56 W - _ to t) - - N - _` � - i I a�' - '\` _ -.-ROP s _ _ _ RESIDENTIAL (R1) WITH EXCEPTION �i 1:4 t C, F co o� _ �n . _ m �. . �• 8 o z 15 l / 327 "`N - _` - _ VTR LINE 9 X - - - - - - FLOOD PLAIN (AGRICULTURAL -OPEN a Qj ti / \ PROP 20 S - m - - rn o - . \� 9Z- L 47 _ _ \ I-� \ �'ry' nDh�• 1/2 INCH IRON -'� PUE �00/,y5� 9 1 0^ (M .� 1 1: N -12 \ 13 6y \ 1.119 AC \ ( S76 4 , p0 �- / . d'9.. - G -PROP 20 _ - (AO)) 1--� R•i ' ROD FOUND - CM` ♦ 0.907 AC . rODi o 0.906 AC _ o - 0.902 AC f N 'a� 0.911 AC 1 4 \ r - - \ 0.650 AC / - PUE ` )) 0 w \ \ 1 /2 INCH 1�20N c\ I _ : c . _ _ _ `v / Z 0.926 AC -\ gg ' \ 8 - \ o �' �P 0 P 20: c5 / -PROP 20' _ - W V � \ ROD FOUND M- - 9 - I `01A o 1 1A1 1.097 AC _ _ � _� RO o - PUE PROPOSED LAND USE. O � 9�\ No / \ 3,, \ \ \ _ a`O 0.795 AC < coNC PVMT pti� - - PRIMARILY SINGLE FAMILY a ��G� ) o�� \ _ _ _ _ - \ - - - - - - '� a \ ¢gg �9z �� \ �° k�% - - - RESIDENTIAL R1 WITH EXCEPTION TO ¢ / /� \ I- / a o EXIST FH 6SEMBLY /�o o \ d o/ r �w / �% •rL �09-�' �` •= .._.. _ �. _ - / ' r� cp,1/2 INCH IRON \ 1y \ 1 (TO �E'REMOVED) _ `y/�, ,� �� `• pc_. � ) Q� w a0 `b i /� - 266� I- o ROD FOUND - CM rr <rn� _f . _ °` \ \ ; STO N EH EDG E FLOOD PLAIN (AGRICULTURAL -OPEN ' g� O OF pc _ \- -ggZ - - - l _ / _ - - 0'6, 19 \ / EXIST WATE - _ �°`_ PROP 24' COMMON AREA O � - Z /� SANDSTONE ADDITION /// -\ _�-- _ _ - - _ = = _ = - �� - - _ - _ \ METER To B _ / (AO)) - PUE, & PUBLIC PEDESTRIAN /,L 6.036 ACRES ' , - \- _ _ - -- _ _ - _ -' - REMOVE i�' & BICYCLE ACCESS • 10`5 - T45.12 - - - W ti o_./ / 80.63 ACRES /- �, �30.9.9'_ _ . 205.63' _ - - _---- ------ - -;-' __- o s ' 345 5� _ 1 1615/231 _ �• WAY (SEE N TE ) -' J � U/ . EL �>. � `3�900' zI / 0 w w r 2 - -1 ,_ _ - ,- ,� , i' 68.15 101.54'. ! 1 ZZ 82' . „ �. �\' 4 FOUND - CM z ED A-o SUBDMDER/RECORDED -__- _---� - _=--_-- - -�. �.- _--.�. --_ 0 389/179 - _ _ _ . 89.2� .- , �� ZONED R-1 PROPERTY CORNER. FALLS. 97.4• - - _ _ _ _ _ _ _ _ _ _ D -- .27" 1N ff- 88'4V15" W. 1 � - �•-� N .88_30 2�-• W •-205.63- •- � N- 88 2�`0' tip ' 467� 4 MEASURE - ` 5/8 INCH IRON IN 14 . TREE. STUMP . _ --PROPER1Y CORNER - _ _ _ _ _ _ 1 INCH IRO �. � 69.69 \ROD SET /- . . _ . . _ . . _ . . _ FALLS IN TREE STUMP- - - (" - . . - . . _ . . I R CM 1 i - - - i 1 _ .. _ .. _ .. _ . _ _ I I. _ _ _ _ _ _ I_ • 3/8-{NCH I - _ _ �- - - - - - - - - - - - - - - / . �w w _ w \ • - - . . _ . . _ . _ . . - 2 EOP-EOP ASPHALT i - - 7 - - 7 7 7 E - - ­ - -- - ­ - - - .. _ ... ARC 174. -SANDSTONE_ ADDITION_ R = 437 18 �-- - 80 63 ACRES' - LOTS EMERALD RIDGE ESTATES, LTD w ENDPUBLIC PHASE I: 21 1722 BROADMOOR DRIVE, STE. 212 DEIA & PHASE II: 1 BRYAN, TEXAS 77802 BICYCLE ACCESS WAY (SEE NOTE 6) PHASE III: 13 PHASE IV: 6 PLANNER,[ENGINEER: TOTAL: 41 BLEYL & ASSOCIATES TIE IN TO EXIST' 6' WATER LINE 1722 BROADMOOR, STE. 210 BRYAN, TEXAS 77802 - - - - - - - L - _ _ _ _ _ _ _ .I - - _ D = 22.50'27" -I . _ .389_11.72 p SURVEYOR: E - CHORD = 173.13' 1 BONED-R-1 � , � 7-I' - - G) J�DO KERR SURVEYING, LLC 505 CHURCH STREET, P.O. BOX 269 S80'01'45"W:� -_- '-' -_ W / p p Bleyl & Associates �_ w w w w w w w w ----d- w W w 0\11 �0 LPUU [j:i� Lrl� COLLEGE STATION, TEXAS 77841 0 � D DATE OF SUBMITTAL: APRIL 1, 2010 MGM FILE NAME: 7052-PREUMINARY-PLAT-W.DWG SHEET: 01 OF: 02 z �C. a CO 0 G m r_ Il Ln " m ru z m cn 0 z D 0 0 m o m 0 rT,0 D m z � ~ 0 m m m m Ln En ru DI mcc �C a m� m D z " c. m� Ln . cn N i i D 0 0 00 0 0 :co can J J IL W 0 L0 ,M M ►_ Of J o- W M W N L0 0 r i 0 0 0 Jai Parcel Line Table Line # Length Direction L1 -- NOT USED L2 -- NOT USED L3 -- NOT USED L4 -- NOT USED L5 -- NOT USED L6 -- NOT USED L7 -- NOT USED L8 -- NOT USED L9 -- NOT USED L10 -- NOT USED L11 77.04 N470 52' 56.00'W L12 17.25 S880 30' 49.98" E L13 4.42 N390 34' 27.49"W L14 79.63 S730 28' 18.00" E L15 44.95 S730 28' 18.00" E L16 74.43 N890 24' 48.00" E L17 34.15 S81° 24' 07.00"E L18 38.37 S810 24' 07.00" E L19 68.76 SW 35' 22.00" E L20 43.65 S66° 35' 22.00" E L21 33.87 S52' 39' 57.00" E L22 115.45 S52° 39' 57.00" E L23 52.86 S760 19' 28.00" E L24 66.05 N870 40' 39.00" E L25 50.53 N80° 02' 44.00" E L26 38.84 N61" 18' 34.20" E L27 91.00 N300 10' 42.20'W L28 53.82 N560 31' 11.89"W L29 7.35 N560 31' 11.89"W 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 S880 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' 45.2U' E L37 61.16 N56° 31' 11.89"W L38 15.07 N400 27' 39.31"E L39 104.68 N400 27' 39.31" E L40 70.96 S1° 34' 50.87"W L41 45.12 S670 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 S64° 11' 05.56"W L46 1.70 S64° 11' 05.56"W L47 82.83 S64° 11' 05.56"W L48 84.65 N 1 ° 40' 19.69" E L49 46.76 N400 27' 39.31"E L50 72.98 N400 27' 39.31"E L51 158.33 S64° 47' 58.87' E L52 173.35 N 680 31' 20.14' W L53 177.22 S690 54' 24.02" E L54 80.04 N71 ° 29' 27.33" W L55 53.81 N71" 29' 27.33'W L56 53.39 N71 ° 29' 27.33" W L57 128.47 N 490 21 ' 43.19" E L58 126.58 S880 49' 35.74" E L59 131.23 N 11 ° 12' 58.15" W L60 155.64 S180 35' 54.957E L61 137.23 S 180 35' 54.95" E L62 9.23 N430 37' 15.73'W L63 18.50 S2T 07' 50.90" E L64 66.31 N20" 47' 18.07'W L65 21.21 N80 47' 44.26"W L66 89.22 S80 47' 44.26" E L67 40.79 S5" 09' 31.57'W L68 154.10 N50 09' 31.57' E L69 218.31 N300 46' 47.52"W L70 216.56 N300 46' 47.52"W L71 52.30 N01 ° 10' 45.20" E L72 125.22 N34° 10' 20.62" E L73 59.17 N01 ° 10' 45.20" E 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' 287E 19.75 C3 122.71 275.00 250 34' 01" S410 39' 25"W 121.70 C4 84.38 275.00 17" 34' 48" S200 05' 00"W 84.05 C5 62.18 225.00 159 49' 59" N19° 12' 367E 61.98 C6 52.36 225.00 13" 20' 04" N330 47' 37' E 52.25 C7 78.78 325.00 130 53' 20" S330 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 78" 16' 51" N400 48' 457E 17.04 C 10 62.42 250.00 14° 18' 18" S72" 48' 02" W 62.26 C11 6.38 250.00 1" 27' 47" S64° 54' 59"W 6.38 C 12 12.65 13.50 530 40' 45' S880 58' 32" E 12.19 C 13 61.45 51.50 680 22' 01" S830 40' 50" W 57.87 C 14 42.92 51.50 470 45' 11" S250 37' 14' W 41.69 C15 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 C 17 12.65 13.50 53° 40' 45' S370 20' 43" W 12.19 C18 74.18 200.00 21" 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 53" 40' 45' N410 08' 28"W 12.19 C21 61.98 51.50 680 57' 35' 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 150 51' 34' E 44.79 C24 47.47 51.50 52" 48' 55' 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' 45' 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 19" 37' 10" S230 00' 29"W 93.70 C30 34.98 255.75 70 50' 15' S360 37' 29"W 34.96 C31 127.57 275.00 260 34' 48" N270 10' 157E 126.43 C32 12.42 275.00 20 35' 15' N 12" 35' 14" E 12.42 C33 161.34 225.00 410 05' 07' S31 ° 50' 09" W 157.91 C34 24.79 13.50 1050 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' 26" S54° 35' 59" E 21.78 C37 70.12 275.00 14° 36' 34' S63° 49' 29" E 69.93 C38 140.83 275.00 290 20' 30" S850 48' 01"E 139.30 C39 7.52 275.00 10 34' 04" N78" 44' 427E 7.52 C40 173.30 315.00 310 31' 15' N860 16' 42" W 171.12 C41 72.30 315.00 130 09' 04" N630 56' 32'W 72.14 C42 178.82 175.00 580 32' 46" N28' 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" S4° 35' 22" E 52.06 C46 51.03 63.50 460 02' 35' S51 ° 48' 35" E 49.67 C47 38.69 63.50 34° 54' 23" N730 43' 34' E 38.09 C48 44.08 63.50 390 46' 31" N 17° 50' 24" E 43.20 C49 60.23 63.50 54° 20' 51" N290 13' 16"W 58.00 C50 13.57 13.50 570 34' 27' S270 36' 28" E 13.00 C51 37.84 225.00 9° 38' 09" N30 38' 19" W 37.80 C52 84.08 225.00 210 24' 34" N 190 09' 41"W 83.59 C53 107.99 225.00 270 30' 02" N430 36' 59"W 106.96 C54 18.80 365.00 2" 57' 04' N580 50' 32"W 18.80 C55 131.78 365.00 200 41' 12" N700 39' 40"W 131.07 C56 134.00 365.00 210 02' 03" S880 28' 42"W 133.25 C57 178.75 225.00 450 31' 08" S790 16' 46" E 174.09 C58 133.57 275.00 270 49' 46" S420 36' 19" E 132.26 C59 55.77 375.00 80 31' 14" S250 55' 057E 55.72 C60 6.39 211.00 10 44' 06" N310 02' 45'W 6.39 C61 151.07 211.00 410 01' 22" N520 25' 29"W 147.87 a d 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. 43.91 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. 48041 CO163 D, PANEL NO. 163. EFFECTIVE DATE: JULY 2, 1992. APPROXIMATELY 1.17 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 RIGHT OF WAY 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 8 & 9 OF PHASE III, BLOCK 1. THE FACILITIES WITHIN THIS ACCESS WAY ARE PRIVATELY OWNED AND MAINTAINED BY THE ESTABLISHED HOMEOWNERS ASSOCIATION. Bleyl & Associates PROP DRIVEWAY FOR ACCESS EASEMENT EXIST WATER LINE 30' WIDE PRIVATE ACCESS EASEMENT _ _ _ _• -' `. �� � 217/342 & 242/242do aw 15' WIDE ACCESS AO - _ o� EASEMENT (0.33 ACRES) TRACT THREE. 8458/235 30' PROP PUBLIC 111100, UTILITY EASEMENT ;/00 ........ _ / '_• nnnn rrnnu c+un a ur O ` �_ , �� ...► a D. Q a 20' CITY ®F. STATIC • D• a Q ,,COLLEGE ELECTRICAL D EASEMENT 785/4 o a a . d D a/ - Q• d A A. /. D n• / E PLAN 0 10 20 SCALE: 1 "'=20 COMMON AREA PLAN 0 25 50 100 SCALE: 1 " 1 50' COMMON AREA 200 p1R11F=r nmHHL%nw pr L%U H(BIT Im[F=(K DATE OF SUBMITTAL: OCTOBER 28, 2009 w a 0 Z cn 0 3 N W O _ Y Z to - ¢ w a a m W w O U ¢ IL 0- Q i in W fQ- vi W.X oQ �D W 0 Cr w CK a. a. wLEE] V1 0ZQ M t\ CL P') 00 0_QMMco CV ox�� t� J��o� 6 v tf)D:�M Z_ 0 04 NOM� " U w V) C;d J a V o V) �4 O U_ a- W •� V)oax o ��aLt- 0 r-I ��CK `O0' Q W <m 2 p< ,00 In W N cy-�NN x �-� •'�' m Z '- N}rnrn a CO C MC�6� w Q� 7052 E NAME: 7052-PRELIMINARY-PLAT-M EET: 02 OF: 02 D 0 0 -o 0 0 0 0 D m m 0 :D m U ro z z m 0 I n 0 0 0 0 0 Cj com D z m c rn m U N z z m o n D m 0 m 00 00 7:1 c M m cn T 0 N