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HomeMy WebLinkAboutLarge Plats STATE" HIGuAIFnd. 5/8 Iron Rod 9 w/Cap (209 1 �Y � o S 3 ° (R.o. � w. BIau4/3?" Fnd. 2" Alum. Disk ���� AssWA M City of College Station E _ fj/ H FR pM47�`/OLUME 27 , to 850' i-- ATrax a a10' w. Wtr. Line Esmt. 1481/246) `` 235/9 24?69O' ��� ) � NIGNW �" �_.,0. • E 133) Qa�TAR ``�Y 68Y-RgSSI CO N l RMAN�CA S 4 RRY OAKS ► ✓ /�# ►�- L 0 2116 E ME • 1014.26 1=28'00'06" HEAL :........„..t___ • LINE BEARING DISTANCE Fnd. 5/8" Iron Rod R=125.00 ( PICKETT w/Cop 120991 L_61.09 • �►- z LI N 47.33'44" W 90.05 BERKLE i L2 S 42•IS'47" W 135.31 I / T=31.17 a / I 0 LC=60.48 N WESTOVER z a W do-` L3 N 47•39'39" W 126.87 # I I CB=S 44°42'35" E " -' -' A z x J `ec t� L4 S 42.24'43" W 93.46 /0828IT, o- L5 N 47°35'17" W 254.12 1=85°30'43" tot? U o a a •I '46" W 93.T2 _ ( _ R _ MUNSON O > n L6 S 42 2 R-215.00 o I N SMAREL O, THENS Lal NC a 1- L7 S 58.4222" E 106.64 L=320.8$ gip° I : Fnd. Railroad 30°42,3 SHBURN �-- 'd OLYMPIA ART N L8 N 57°02'00" W 59.00 T=I98.79 P 2 ~ LC=29I.92 S. o°' Fnd. "X" In Concrete L7 0 0 E. 822 < 3 i L9 N 32 58 00 E 170.55 LIO N 64°54'43" E 135.57 CB=N 75°43'22" E �v+ O 0 S 3p.42 32" ?/4 2/ 49 �WILLIAMS '�"" = W Lil N 19.54'43" E 47.10 `o a a Cr g0 o Y O F VALT N r� > 3 N L12 S 70.05'17" E 87.42 ,iA �j/ Fnd. Aluminum Cap 2.8 'J >' W 2 Y ,�, > l7 BURN L13 S 19°54'43" W 183.43 0 0 fif _ Z Q N Ilj o, W C LASSIE L. 0 El , 1 I / Fnd. 5/8" Won Rod o:z,_N" A\ > Q z A W L14 N 70°05'17" W 112.53 W %.0 ) IIV// / w/Cap (2099) _ KY SOUTH cr Ll5 S 87°16'56" W 66.62 O CP , No / �• ro / • , x E. J Q LI6 S 42°36'03" W 41.04 lx O / LI7 S 42'15'56" W 52.05 0 / V I m i ce ss 7.3 ' W 182.42 / / M / {��`, ' TEXAS H 5 LI8 N 4 515 /91�41 / 000 \p\ rn / „ LI9 S 42'2219" W 90.60 m / 1. \5 38 I _ .. v- N 40'2r20" W 20.04 ''- _ Q' fil 44 W y�y ! , , .. R 2 3.64 ,� r` „wry N / . vt /" 6%'1 e I - 10 • , - u. o 5/8 Iron Rod °' c 0l ... W Zo/ 0�+b � `��t. L=273.64 I - � N a _. ♦ :. .,4p, _ �,..- ,1, �- 5 "� I Fnd. Rdr•od �•/ T=158.86 ►oto A. per, Spike 4/ LC=255.54 w / / 0 \ /, '' ` CB=S 05°45'07" W o E VICINITY MAP Lg c( Fnd. "X" in Concrete `� .i. r--- N.0 o J.\ \ a ow NOT TO SCALE ul / Fnd. Railroad Spike Aj� . o cv = NOTES: \ \ �\ I1 la 0 / \ J N ? NORTH ORIENTATION IS BASED ON ROTATING THE I / 2 Fnd. Aluminum Cap 't 3 NORTHWEST LINE OF LOT 4 TO PLAT CALLS IN r \ \N LOT I, BLOCK I v 9 / ON - POST OAK MALL \ � � \' // LOT 3, BLOCK I \G'��y ° v7 M 529/17. M %` 7.617 AC. \ Tt / POST OAK MALL \\ I THIS PROPERTY DOES NOT LIE WITHIN A 100-YEAR FLOOD O Fnd. 5/8" Iron Rod \ 517/689 Fnd. "X" in Concrete / 7 '�lj O a `�� �- \ z 641 AC. HAZARD AREA AS DEPICTED FROM FLOOD INSURANCE o \��\ \ ' '� j J� // 529/17 \` ,co \ / I Fnd. R.R. Spike RATE MAP NO, 48041C0144 C, DATED: JULY 2, 1992. ,+� �'�_\ -- End. Railroad Spike \\ / I R 300I00 < t...... , ALL OO / / CITY BUILDING SETBACK STATION EZON ZONING ORDINANCE. WITH THE LA.: �, \ \ A50 J _ \ 0 L=50.76 G2 ill d' \ \ 0: 2 \_._ I nd. 5/8" 1. . -^'1 LC=50.70 t1 - DESIGNATES A NAIL FOUND IN ASPHALT. N �0°0 L do 4 N fo' w/Cap 12099) CB=S 47°03'34" W • N 163.95 N 47°35'17" W - 326.29 \ <� N �`�F .h�j \ �F'`/ .� • / / I Z > Cusol z 0Fnd. 5/8" Iron Rod LOT 4, BLOCK I �u''- 01°� J�\``� n�`� • O / / Fnd. "X" In Concrete POST OAK MALL 4 5 ,o / d I _ / / • 39.095 C. / cv wi.+ 48.40 S 47°35'17" E - 397.50 / / Ilk ��2 529/17 8 752/573 %6� / 4J Ck.'^ Fnd. "X" in Concrete / // 9R / / © - 20' Telephone Esmt. 1479/4411 /��nd:X" in Concrete <� / / O w ,�, I \i / S• N \-- ( ii) p / tP Fnd. 1/2" Iron Rod • _-X>_____ --/ I I.R. cd / i0 I Fnd. 5/8" N.......L - - -/� \ I w/Cap (2099) 0 O W \ \ I " ~ \ \ o I 1=09°35'3 Concrete Fnd. X In N LOT 2, BLOCK I �z �� R=366.53 L=61.37 N POST OAK MALL 1 I T=30.76 0 d• \N0, 7.916 AC. S. � I I z \%\ 517/6894:2 \-- f - J I Ill l CB=S 47°06'36 LC=61.30 W n --) \ S 44 I3 20 W - 9.38 Fnd. "X" in �\ \ / �- - i Fnd. 5/8" Iron Rod ° , r \ Concrete End. "X" in Concrete \Nam\ / / ti I \\ \ • N Fnd. 5/8"iron Rod I 1 • I C I N 47°3T26" W - 516.59 Fnd f In \ • a Point In W _1=90 - O 1 11 \ \ / `6Z R 315.00 0 /Es11`i' / a/ �. \ \\ =I Point in Conc LI8 0� L=494.80 \ \�vt03 '\� I. Bldq. Corner brs. r• I (ORIGINAL PLAT) j,,� Fnd. 5/8" Iron Rod /� Fnd. 5/8" Iron Rod �� c N N 56'09' 0.27' J T=315.00 I LC=445.48 Fnd. Nail w �I I CB=N 02°35'17" W ry�2 in Asphalt J Point In Concrete < 41 Bide. Corner brs. _ u' \� J II L3 �4 " ' N 24°20'56' E-0.34' LOT 57 92 BLOCK I I �-- J Point in Conc. 17.292 ..)/ Fnd. 5/8" Iron Rod ' .- Bldg. Corner brs. REPLAT OFREPLAT OF Fnd. "X" in Concrete '1 . N 66.12'37" E - 0.51' N 47°35'17" W - 313.57 t \\ ii LOT 4 8 LOT 5, BLOCK I POST OAK MALL o \ 752/573LOT 0.945 Ac. Permanent Access Esmt. (3680/71 X `• 4._ Fnd. Nail L5 \ \ f ' • _ in Asghait - / 15' Gas a UtIlltL Esmt. 1529/17( 69777 0% ... 1 --J \ ' N 47°35'17" W - 755.88 Fnd. Nail v ' End. 1/2" Iron Rod Fnd. 3/8` Iron Rod in AsphaltPOST OAK MALL -7/00 LOT I, BLOCK 1 I 0.77 AC. 39.095 ACRES POST OAK SQUARE LOT 3R I 1202/73 3.43 AC. I VOLUME 529, PAGE 17 \__ RESUBDIVISION OF LOT 2, BLOCK ONE POST OAK SQUARE REFERENCE VOLUME 1852/183 MORGAN RECTOR LEAGUE, A - 46 LOT 4R 0.38 AC. COLLEGE STATION, BRAZOS COUNTY, TEXAS R E S U B DI VI S I O N OF SCALE: 1" = 100' JANUARY 3, 2000 LOT 2, BLOCK ONE POST OAK SQUARE OWNERS: SHEET 1 OF 2 SHEETS 1852/183 CBL & Associates Properties, kw. Mercantile Real Estate Co, Inc One Park Place Suite 300 1600 Cantrell Rd. 7673 Briarcnest Dr. Ste. A102 6148 Lee Highway Little Rock, Arkansas 72203-0486 TRONC Bryan, Texas 77802 Chattanooga, TN 37421 Contact James Cheny Jr. & Joan Budd • Phone (409) 776.9836 Contact Mr. Ron Cimple Phone: 501/376.5547 U RVEYI NG Fax (409) 731- 6 Phone 615/855-0001 , snug "�=��t , t PLRNWiW FiLCopti ti 0 2