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HomeMy WebLinkAboutEMERALD FOREST PH11 BLK19 LTS1-14; BLK20 LTS1-13; BLK21 LTS1-17, BLK22 LTS1-11 PP (2001)-2LINE LENGTH BEARING L1 86.11 S33006'59"E L2 8.81 S33006'59"E L3 77.75 S33006'59"E L4 18.13 S33006'59"E L5 74.28 S33006'59"E L6 21.99 S32019'31"E L7 58.03 S3201931"E L8 57.42 S3201931"E L9 21.53 S3201931"E L10 80.45 S32019'31"E L11 87.72 N7204235"E L12 20.01 N72042'35"E L13 67.71 N72042'35"E L14 24.15 N72042'35"E L15 63.57 N72042'35"E L16 41.32 N65035'48"E L17 47.08 N65035'48"E L18 42.68 N65035'48"E L19 45.72 N65035'48"E L20 43.11 N65035'48"E L21 45.29 N65035'48"E L22 76.41 N65035'48"E IxQ) \X" d{, _ " ci . Q 00 Ibco 7+ CO ._ �1 I / kr� 1 0 I le�yy , j \ \ ----- ay'a % ;1, I SCALE %9� z I // 100/ ,o 1 `\ \ ` / \ 30' EASEMENT I 4'' - - - - - - - - _ f�_ae as / / 068/40 ---- ---- -- --- -- -- - ----- -- --- --- 1624/1 AND 3 1 a , �_� • t 1 - - - - - - - � 70'P.U.E.000S' 823 \ � ---------- - ----- ----- ---= _ '"yegaaaaaaa- W ------------------------' - ------------- - ----- --- -- ---- ----- --- - --- --- - - - --- -- -- --- - -i" ---------- - -- --� --- - - - _-- - - - 1 , \\ o I 1 ' /� t \ c, n1 - ___ TRANSMISSION - - ' 8 GENESIS CRUDE OIL LO TSAN MAINS FLOWING 0 p 100'GULF STATES - - - - - - - - - -- -! _ t / UTILITIES EASEMENT - _"- - - - t - - - - - - - - - ux _ - o ------- 130/230 \\` �` x4� a x" ` ---- t , ¢, - - 8 EXXON GASOLINE TRANSMISSION --------------- ------------------------------- -� ,- - --- --- ---- ----- ------------�---- �'--------249�_a_.,--- -. "------ - - - - - - -,---- -- ------ - - - - -`--- - - - - -- ------------- - - - -+----- - - - - -- ------ -===---------------------------- -- - -- -- -- �5x -- �- - - -- -- - - '' ----- ------ -----------r-r---- - - - - - - --------=-----I MAINS TESTED AT 1580 psi `\ -� -- O:Q7 AC E-8MTWCS 2379/324 - - - --- - - - - -- ---- --- ---- - ---- - - ----------------- ----------------------- ------------ - -1--- --ir---------------- - - - - --- - - - - -- =--------1-1--------------___-__=====1---------------------------- - - --------50'ELECTRIC ESMT -- --- - --- -- -- --- -- -- --- 1 - OCS 823/543 - y C LEGEND . 6t0, ' EXON ESMT S390 i_- 1 ��I _e T� , 86 64 ••, - a- a�_`'` \ 146 • 02 ," hh ,� aR M1 - - - - ----85.00� 85..50 91.5I-------- -- - - -- - - - - ---------- - - - - -- 85.00' 91�42/ -- -- - -- urtu err7,I IW" -1 -r' \ \,'•' ,mT r'_-y --� cn.'' ,t�,,. M 4 __ e t \ 8 t l v ,I ` `\ -na 3- _-- � O 1 , 1 r - yl O1 �I �I I tf1 1 '� - Z O"+ V \ `, ,0� •a• 138 _ ' 0 `r+ oaf+ h `6,- i Ac M "� M `�' 1 M d' o 1Ae M , `b �ev m \+�me; z3g 0 met c ti \ \ h ' z3 336 M1 se ' i BLOCH1 I u3 1 BLOC% 19 I41 2 rxu e►se►Eer J @ 0 ' rnu Fserer ,' r y�' \ •`' y /`o VICINITY MAP -------- o IRON ROD FND o IRON ROD SET 3.,, 3ueuel 100 YR FLOODPLAIN ` ' .3 '- - --94-501 _ -16 -42-'- -- ---roEli - - L - - - - f I :94�,_GZ - \ \ �, 2 `, , + ; c`Oi - _ -- xs3 ' PHASEII; B�'TURTLE RO OOPc50' Row) L '` '\\ I; ' �' -lei 4� - rt "� ss� '3'' 17TE RTL� R CK L4` �5o Row) °�. w , W 4y72.'l•1 ' w ; ° 0, w \ \� i Q g w1 6 $ , +-� -'-- 3`$5-Q0�-� -- - - ' '� -- - - ----t j--- 32-7D ---- y �� ; ' $ OC$'19 NOTES M1� \. \\ ,� : ----•, 3 `•� � � '• i , 3 7XU [:ASe1Err '41• < _, F-? --� / , ,�--�.-_--------y , '" `� ` \ ,,• ,` 'o ��� $ \I, w 49� i i --= -- ---•- - -,-ri 1��--•----' �'---_----, ---- 4�p a I'' / ; ,P 1- �� '' ''� � LAIN SHOWN AS N N" �a-�;aLOC%.2z I 1' e HASH 1 - �'� 1 LIMITS OF THE FLOODP �s � �,_a it ��; ;:�:, _ :' o -� -! a 1 . �;,' ; /.� K Fi �•r /� �,\\ � DETERMINED BY FEMA LOMR NO. , ` I _ -•M �.� I 1 �_ I 1 _ _ / -',,.,•, . e ` . ' 99-06-806P a EFFECTIVE 3/26/99. X' ;- tJ4$s i ob _ '''_" _"J S c `'�}� % J r. %.i', •3__ L' ` ,i - _ _ �X , LA 1 ', ��n 0 -%_--r_ ___�, l` _ T I I M1a `O i '``- t '� ` 3p� S ,� 1 r,; o - - _ - - _ _ r •-__, ; ;1K'�f , �„ '�� `� / . f �3 �,.`, % -%' _` ` EWER 20' SAN1T 2 . ALL SETBACKS SHALL BE I N ACCORDANCE G"•` •^y 6 ` �� ' r ' "; _ _ - - - _ _ _ _ Y0' ut+ t v (:, �+%�EASEA4EN Y SEWER WITH CITY OF COLLEGE STATION STANDARDS 2i1 it r y7> y - - - _ ' ` - - _ _ --a;'t a!i h / ; / / r �, _ 21/2' �' '�' , x°__ ,1 , %" ,„ 2 7 l _ 1 �7 - 1 �. 1 / - d„ _ y� Y FLOODPLAIN r__�_ _� ~ ^ r � '. T__ _ " � 100� R 3. ALL UT I LT I TY CROSSINGS SHALL COMPLY ` �y �__ �' ° �' ° e r s _ ', v/ 3' ; �wo� M1h` WITH TNRCC REGULATIONS. m `P�'• _ J BLOCg ,Z2M1�3�2r�11` ` ry / o ._ '��j.�;' f i 1 = UJI >v ti'� X I / `�' �- - - - 5a� 1 �,.a' / , , ' ,l lb ,,' / `<,,, �� ' - 4. PRODUCT/PRESSURE INFO AS PER PRIVATE 6'-_, ` ' -1 �o w f11 , i' s�' �'� �J;� �� / i -"1,� % ���_- UTJL ITY COMPANY I t OQ � 1 },.aa•! 1 ---'tVv"' rl , i w - 1 1 '��_ , C�C d I -'�y 1` ` 6 ROC ]'- w - \� r 25° t ���� �'} ' ` �� �? �/ / ' w 6 tTl \ - - - _ �+O �.\\ ' rti t /irt�ge �`\' ` �s 'O�i ^ 0-1S` ",''` / ,' Q , 1 `�• �\ - .0 C9 - - _ C ' (60,oh ry t ' %�'��y r 1 z'§� ; ! O r '*T • �` �;r I ? ; L--_._ ., 1A _ - 0 f` ASFi lirt //M1e$I;OC% 20 t l ` / /r" BLOCK i,';•i: s CURVE RADIUS DELTA ARC TANGENT CHORD CHORD BRG C1 25.00 83020'52" 36.37 22.25 33.24 S58°39'45"E C2 25.00 890A3'43" 39.15 24.88 35.27 S27050'44"W C3 1220.13 04°35'11" 97.67 48°86 97.64 N19018'44"W C4 1085.13 04036126" 87.26 43.65 87.23 N19018r 06u W C5 1220.13 04054'37" 104.57 52.31 104.53 N24003'38"W C6 1085.13 04054'37" 93.00 46.53 92.97 N24003'38"W C7 1220.13 03°59'29" 85.00 42.52 84.98 S28030'41"E C8 1085.13 03°59'29" 75°60 37.81 75.58 S28030'41"E C9 1220.13 03059'29" 85°00 42.52 84°98 S32030'10"E C10 1085.13 03059129" 75°60 37.81 75.58 S32030'10"E C11 1220.13 18004'50" 385.03 194.13 383.43 N26003'33"W C12 25.00 49030'58" 21.61 11.53 20.94 S59051'27"E C13 50.00 67028'33" 58.88 32.99 55.54 S50052'39"E C14 1085.13 6021/46" 120.51 60.32 120°44 S37040'48"E C15 50.00 81012'56" 70.87 42.87 65.09 S49029'34"W C16 1085.13 3034'55" 67.84 33.93 67.83 S42039'09"E C17 50.00 39018'34" 34.30 17°86 33.64 S70026'4511W C18 25.00 48011123" 21.03 11.18 20.41 S66000'20"W C19 25.00 48011123" 21.03 11.18 20.41 S1704858"W C20 50.00 44013'39" 38.60 20.32 37.64 S15050'06"W C21 50.00 62029'53" 54.54 30.34 51°88 S69011'52"W C22 50.00 71014'56" 62.18 35.83 58.25 S4305543"E C23 50.00 16059'21" 14.83 7.47 14.77 S00011'25"W C24 25.00 48011'23" 21.03 11.18 20.41 S1502436"E C25 25.00 48011'23" 21.03 11.18 20.41 N63035'58"W C26 50.00 33018'13" 29.06 14.95 28.66 N71002'33"W C27 50.00 81029'22" 71.11 43.07 65.27 N13038'45"W C28 50.00 73025'58" 64.08 37.29 59°79 N6304855"E C29 50.00 20022'04" 17.77 8.98 17°68 S69017'04"E C30 50.00 208035'38" 182.03 N/A 96.90 N16036'09"E C31 25.00 48011'23" 21.03 11.18 20.41 N83011'44"W C32 25.00 77040'00" 33.89 20.12 31.35 S33052'35"W C33 25.00 102019'60" 44.65 31.06 38°95 N56007'25"W C34 1085.13 01024'29" 26.67 13.34 26.67 N0503939"W C35 25.00 112012'52" 48.96 37.21 41.50 S16036'09"W C36 1 25.00 89*47158" 39.18 24.91 35.29 S84023'51"E C37 1000.00 03010158"• 55.55 27.78 55.54 S52°18'08"W C38 1000.00 05009'24" 90.00 45.03 89.97 S56028'15"W C39 1000.00 05°09'24" 90.00 45.03 89.97 S6103739"W C40 1000.00 1 05009'24" 90.00 1 45.03 1 89.97 66° S47'01"W OK 21 `-• `, , tku FA T i %'' T', BLOCI --20 `� ' �i, adi Keay ��' cue" �(�e�i'• I+n .P Iw :y ti i `'h�1 ih,/ \, ,l';i, /l [NO. ZONING ROW FLOODPLA[N OTS DISTRICT ACREAGE ACREAGE --0° 001 AC / r / / / z - - i ___ •- 'Px/A``C PRELIMINARY PLAT -• � � _ M1eM1 � ', ', ` h -_ `� / ' '�'' � '� / '��'�, , % � � V •', / \% t• }/ ` .''/ ';,' /� h .I, ,, Y it sl'}yr Qt rs" I �mror _ 0, NOT FOR RECORD Q ' / CURVE RADIUS DELTA ARC TANGENT CHORD CHORD BRIG C41 1000.00 03°20'50" 58.42 29.22 58.41 S71002'10"W C42 1000.00 21059'60" 383.97 194,38 381.62 S61°42'35"W C43 25.00 90057'33" 39.69 25.42 35.65 N34011'01"E C44 1085.13 04056'41" 93.65 46.85 93.62 N08050'15"W C45 940.00 08012'47" 134.75 67.49 134.63 S63003119"W C46 25.00 9503632" 41.72 27.58 37.04 S65002'01"E C47 1270.13 03055'28" 87.00 43.52 86.98 N19011'30"W C48 1270.13 04013'05" 93.51 46.77 93.49 N23015'47"W C49 1270.13 04025'33" 98.11 49.08 98.09 N27035'06"W C50 1270.13 03058'54" 88.26 44.15 88.25 N31047'20"W C51 1270.13 02005'44" 46.46 23.23 46.45 N34049'39"W C52 1270.13 18038'45" 413.34 208.51 411.52 N26033'09"W C53 25.00 77047'10" 33.94 20.17 31.39 N03001'04"E C54 25.00 98035'04" 43.02 29.06 37.90 S88047'49"E C55 25.00 90014'25" 39.37 25°11 35.43 N0503655"E C56 940.00 08012'47" 134.75 67.49 134.63 S54050'32"W C57 940.00 16025'34" 269.49 135.68 268.57 S58056'55"W C58 1 25.00 90000'00" 39.27 25.00 35.36 N84030'17"W C59 25.00 90000,00" 39.27 25.00 35.36 S05029'43"W C60 1085.13 06°20'23" 120.07 60.10 120.01 N08007'36"W C61 660.'00 11006'41" 127.99 64.20 127.79 S70004'50"W C62 600.00 13034'36" 142.17 71.42 141.84 N72044'5911E C63 50.00 194057'50" 170.14 N/A 99.15 N88047'49"W C64 50.00 174°4257" 1 152.47 1 1083.54 1 99°89 1 N02044'33"E C65 1220.13 00036'03" 1 12.79 6.40 12.79 S34047'56"E C66 1085.13 27027'18" 1 519.97 265.08 515.01 S3004258"E - \` -qTF \63 z43 >�' 2.. '--- ;/ LOTS 1 , BLOCK 19 - , , t , , „ „ „ „ " M „ \ \ 7s opF \ . c�8� �• 3R2 715. S \• \ , \ �T \• \ \ \ \ \ S6("T9 LOTS 1-13 , BLOCK 20 LOTS 1-17 , BLOCK 21 LOTS 1-1 1 , BLOCK 22 EMERALD FOREST PHASE It 19.11 ACRES MORGAN RECTOR LEAGUE ABSTRACT No. 46 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1 " = 100' APRIL 2001 APPLICANT: OWNER: PREPARED BY: SURVEYED BY: MARK J. CARRABBA ALLEN R SWOBO[YA URBAN DESIGN GROUP KERR SURVEYING COMPANY C/O HIGHLAND INTEREST,INC C/O HALDEC INC. 2700 EARL RUDDER FRWY. S. 505 CHURCH STREET /SCHIEFFER CORPORATION 8415 APPOMATTOX DR. STE. 4300 COLLEGE STATION, TX 77842 4104 HWY 21 EAST COLLEGE STATION, TX COLLEGE STATION, TX 77845 (979) 268-3195 BRYAN, TX 77806 77845 PH (979) 696-9653 (979) 778-8802 FAX (979) 696-9752 Y g m -i Z m O m 9 T m N z z 0 D I F D' OI U� m 0I o I m 0C om N I. z c m m T 9 Z, Z � Z o �z = ~ m O S r W m m N z I z m to O D D T n O 33 m 0 m o m O 0C � U) m m m � T D 9 m Z= z o � g = m 0 m m m K N Z I z co 0 D