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B686902Hugh G. Creep Frances Mahoney Ernest D. 1 Lena Ricers 5879 Acres Vol. 288, Pg. 119 Und%nded lntrest, NOT PLA 7ED F* 1 1_ E D ,, APR - g pm 3:? t 8 flAZ45 r. Gta; t � , 9Y 9k yA;L IL lS ir;0JS pHngbrook - Oakgrofre SLbdUslon Va rei.t Acg . 1j 12 11 10 Block Five e3 � O 1 $ 17 10 9 Block Four Scale: 1' - 50' S 46 %901' W - 112.87' A = 00 R = 21764.44 T = 7.72 L = 15.44 Chd. =A` 43042'/2 'W /5.44 S 4676 34 W 50.010' D =00 %4:31' R = 21714.44' T - 45.81' Goa 48.30' 65.81' 65.81' i 65.81' 65.81' 1 I 65.81' 80.81' 1 75.16' = Future 50' I Barron Rood �(a 111 1 I Wide R.O.W. I I { ' o Stony Creek { Remainder of ( 9728' J Lane 46.517 Acres Vol. 11J1, Page 9 80' R.0 W. (Min.) - Asphalt Pavement ^ o 7.54' 20' Wide City of Bryan 97.25' J4 C4 M w I h \ M 1 O M 2 O h 3 y, 0 M � 4 O r7 5 1" 0 ' ` 6 Electrical Easement O �_ 8 J6 35.29' _� 33 _� r a� 0 = 92'8 *6' 14.43' C7 od 15' P.D.£ c (Centered on Power Line) R - 65.00' 178.01' N 89°51'24" W 15Sr20' P.U.E. C8 T - 68.47' 25.00' in 15x20' P.U.E. 15:x20' P.UE Vol. 327, Pg. 164 - - -- - _ I - - - - - -- I --- - - - - -- --- N457448 "E- 9J.3E0'- -- - - 15 5 -- - - - - -- -- - - - -�- - - - -- -- 28.76' 140.02' 65.61' 1 65.81' 66.02' 65.81' 60.81' 65.00' 109.81' 127.41' 65.00' 65.00' 65.00' 65.00' 97.50' 65.00' ' L = � 138.46' C14 - -- 8 Grid. '16;37' E 6.87' °t d _n - - -I �10'P.UE1 I - - - In - - - 25.02' -�� - - -- - -I �10'P.U.E� I -- - - - -- - - 35.34' C17 09 °48'51' -- Co 206.40' U t- - - - - 131.19' - - - -- I U 3 U 1135.00' N I 4i 1 �. 1 V p� O - - - - - - -- C19 a J9 W 8 C- - - - - Block 20 34.40' N 05 °37'13' E 31.75' C20 100'03'31' 25.00' 29.82' N 45°02'26" E S 84°55'49" E in C21 75'14'21" i.l 138.51' (r1 Block 23 S 07%5'15" W 30.52' C22 104 90,00,10" 32.44' 45.71' I Y R 25 00' 00 °33'04' 1165.50' 40 11.21' T 2500' 11.21' C24 80 °34'22" 25.00' L J9 27' 35.16' N 04.45'16" E 32.33' C25 W 25.00' 27.08' 41.27' N 87'40'15" W 36.74' C26 On 25.00' 22.87' 37.05' S 02 °35'11" W 33.75' C27 100°29'45' 25.00' 30.06' 43.85' S 84'42'42" E 38.44' 's 12 �° 11 O O O O � O ^- oe. MI 5 "- �a Y 10 Y M 9 r r 8 r ri 7 Y ri 6 a, Common Area C �2 I e• + W x " n : Stormwoter Detent/on Ln W 0.6677 Acres in 1A in (Private Drainage Easement to be le- Owned and Mainfoined by S - ou them J I 1J �..\ \ I Plantation Homeowners' Association) C I 3' 16.27 L. 38 .07 \ I 5' P.U.C. ; L- 68.21' O I � \� - 65.00'- - - I - 65.00' - -- - - 65.00'- - - - 51.18'- - - 1 (+ N 60. `tip Gry 36 C3 'NW L G6 C� son. I >• 110.53 E N 45°02'26" E 50' R O. W 131.08' N N 45 °14'48" E m I 14 G" 48.85' 69.25' 69.25' 69.25' 69.25' 51.87' C , 'O { j 4 3 L -8.60' 1 I '49* E N 46 E N 45°02'28" E u { 118.21' 3 ^ ^ n N v rn n n '� 141.05' L -6.04' \' L- 2.31' �N 1 i� 2 J ^ 4 $ 6 I W o M m � 0 r o � � � 0 x h od rod � In N J a 15 I ry t� r iLn in In In In °i M O I f7 Z j 15' P.U. E 2 - N 46 °49'49' E - -- v v L -7.62' - - -- Bloc 24 - - - -- - - - - - -- w - - J - - N 45°02'26" E -'.' -- 116.74'-- -- mil( n I- - - - - 137.77' - - - -- 15' P.U.E 76.92' 69.25' 69.25' 69.25' - - - - -- 69.25' - 69 76.78' - - - - - -- r I W!r - - - - - -- - - - - -- -------- 20' P. U E x r� g 4i 2 Q v 16 `" o + I N W W W W W N 46 °39'33" E 3 ._ N 45°02'26" E 115.26' 12 `° 11 °° 10 °° 9 � m 8 n m 7 129.99 ' n r N ■ N r N I^ N O 17 i? n (n In j 5' EE I, l g - -- . -N 46 °29'17• E- - - -- 5' P.U.E & e 4 113.97' i - - - 54.84'- - - - 69.25'- - - - 69.25'- - - - - - 69.25'- - - - - - 69.25'- - - - 51.78' - A O � 71.40' o g i N 45 E N 45'02'26' E 18 In Kemstown Lone ui to `� J 50' R. 0. W. N 45'02'26' E S 46 %901' W - 112.87' A = 00 R = 21764.44 T = 7.72 L = 15.44 Chd. =A` 43042'/2 'W /5.44 S 4676 34 W 50.010' D =00 %4:31' R = 21714.44' T - 45.81' Goa 48.30' 65.81' 65.81' i 65.81' 65.81' 1 I 65.81' 80.81' 1 75.16' = Future 50' I !0' PUE �(a 111 1 I Wide R.O.W. I I { ' o Stony Creek { Remainder of ( 9728' J Lane 46.517 Acres Vol. 11J1, Page 9 o l ^ o 7.54' M 97.25' J4 C4 M w I h \ M 1 O M 2 O h 3 y, 0 M � 4 O r7 5 1" 0 ' ` 6 O 7 I O �_ 8 J6 35.29' _� 33 _� r a� 0 = 92'8 *6' 14.43' C7 od 15' P.D.£ c �� R - 65.00' 178.01' N 89°51'24" W 127.37' C8 T - 68.47' 25.00' in in I a I an C9 90 114.76'- 10' P.UE I Block 25 I I m I 90 94.28' - - - - -- - -- - - - - 15 5 -- - - - - -- -- - - - -�- - - - -- -- ------- 75.08' 65.81' 65.61' 1 65.81' .81' 65.81' 60.81' 77.07' o� I I I ?p 95.74' '0 N 452'26" E 1 / l I Kemstown Lane / 1 50' RO.W. / I / N 45'02'26" E 47. 16' 67.35' Pad. S 00'0226' W 1�J6' - S 44 E - 50.00' N 45 E - 64.05' 67.35' / O I rd A r Y O O lV 10 u; 9 8 0 7 5 '$/ J g / 11 n = h / P. U E. Block 21 10' --- -, - - -- - - -i5; - - - - - - - 97.01 67.35' 67.35' U L = 91 4516"_1'= 56601 S 11'12'56' £ 17.56' r� 120.00' �� 50.03' CHORD DIST. I I = Future 50' I !0' PUE �(a 111 14.64' I Wide R.O.W. I Edward Froehling - T - 48.67' ' o Stony Creek { Remainder of ( 9728' J Lane 46.517 Acres Vol. 11J1, Page 9 ad. - N 11'0827" W ^ o 7.54' M 97.25' J4 C4 88°24'59' m h \ 38.58' A W 34.86' W 89 °47'38' 25.00' 24.91' 39.18' J6 35.29' - - 33 25.00' r a� 0 = 92'8 *6' 14.43' C7 od 15' P.D.£ c �� R - 65.00' 178.01' N 89°51'24" W 127.37' C8 T - 68.47' 25.00' 7.54' N 45 E S 28°10'51' E L = 105.48' C9 90 114.76'- 25.00' fwd - S J5 _ E S 89 E 35.36' m I 90 94.28' 25.00' 39.27' I 37 35.36' C11 n 25.00' N nl 39.92' A - 36'J8'07 35.82' C12 l N 45°02'26" E �R - 3' 54.90' 109.81' 127.41' 1 T - ' 00 °30'48' 21764.44' 97.50' 195.00' ' L = � 0 C14 ^ j 8 Grid. '16;37' E 6.87' °t d 38.73' S 0.39'30" W J8 In ro5 25.00' 25.02' 15' P.U.E w 14 d 13 C16 89°57'41' - N 45'02'26' E -� 39.25' S 0'15'57" W 35.34' C17 09 °48'51' 1205.00' Co 206.40' U t- - - - - 131.19' - - - -- I U 3 U 1135.00' N I 4i 1 �. 1 V p� O - - 215.89' C19 a J9 W 8 C- - - - - Block 20 34.40' N 05 °37'13' E 31.75' C20 100'03'31' 25.00' 29.82' N 45°02'26" E S 84°55'49" E in C21 75'14'21" i.l 138.51' (r1 1 2 S 07%5'15" W 30.52' C22 104 90,00,10" 32.44' 45.71' I Y R 25 00' 00 °33'04' 1165.50' 40 11.21' T 2500' 11.21' C24 80 °34'22" 25.00' L J9 27' I I I ?p 95.74' '0 N 452'26" E 1 / l I Kemstown Lane / 1 50' RO.W. / I / N 45'02'26" E 47. 16' 67.35' Pad. S 00'0226' W 1�J6' - S 44 E - 50.00' N 45 E - 64.05' 67.35' / O I rd A r Y O O lV 10 u; 9 8 0 7 5 '$/ J g / 11 n = h / P. U E. Block 21 10' --- -, - - -- - - -i5; - - - - - - - 97.01 67.35' 67.35' U L = 91 4516"_1'= 56601 RADIUS Curve TANGENT - - - a1 . 43 *5041' W -- -------- - - - - -- - - -S ----------------------- CHORD DIST. Cl = Future 50' I !0' PUE A - 04'46 R 1165.50' 14.64' I Wide R.O.W. I Edward Froehling - T - 48.67' . Q 3 Stony Creek { Remainder of ( 9728' J Lane 46.517 Acres Vol. 11J1, Page 9 ad. - N 11'0827" W ^ o 7.54' 14.64' 97.25' O CURVE DELTA RADIUS Curve TANGENT Doto LENGTH CHORD BRG. CHORD DIST. Cl 33 25.00' 7.54' 14.64' N 59°56'54' W 14.43' C2 155 65.00' 299.76' 176.44' S 01 W 127.05' C3 33 °33'25" 25.00' 7.54' 14.64' N 62 E 14.43' C4 88°24'59' 25.00' 24.32' 38.58' S 01.02'18" W 34.86' C5 89 °47'38' 25.00' 24.91' 39.18' N 89°51'23' W 35.29' C6 33 25.00' 7.54' 14.64' N 28.28'04" E 14.43' C7 156°54'33' 65.00' 318.19' 178.01' N 89°51'24" W 127.37' C8 33'33'26" 25.00' 7.54' 14.64' S 28°10'51' E 14.43' C9 90 25.00' 25.00' 39.27' S 89 E 35.36' C10 90 25.00' 25.00' 39.27' N 0°02'26' E 35.36' C11 91 °30'00" 25.00' 25.66' 39.92' S 89 E 35.82' C12 00°17'23' 21714.44' 54.90' 109.81' S 43 E 109.81' C13 00 °30'48' 21764.44' 97.50' 195.00' S 43'25'35' E 195.00' C14 88'45'52" 25.00' 24.47' 38.73' S 0.39'30" W 34.97' C15 90°02'19' 25.00' 25.02' 39.29' N 89 °44'03' W 35.37' C16 89°57'41' 25.00' 24.98' 39.25' S 0'15'57" W 35.34' C17 09 °48'51' 1205.00' 103.45' 206.40' N 39 W 206.15' C18 10'54'53" 1135.00' 108.44' 216.22' N 39°15'27" W 215.89' C19 78'50'27' 25.00' 20.55' 34.40' N 05 °37'13' E 31.75' C20 100'03'31' 25.00' 29.82' 43.66' S 84°55'49" E 38.32' C21 75'14'21" 25.00' 19.27' 32.83' S 07%5'15" W 30.52' C22 104 25.00' 32.44' 45.71' N 82'34'45" W 39.60' C23 00 °33'04' 1165.50' 5.60' 11.21' S 30'28'27' E 11.21' C24 80 °34'22" 25.00' 21.19' 35.16' N 04.45'16" E 32.33' C25 94 °34'38' 25.00' 27.08' 41.27' N 87'40'15" W 36.74' C26 84 25.00' 22.87' 37.05' S 02 °35'11" W 33.75' C27 100°29'45' 25.00' 30.06' 43.85' S 84'42'42" E 38.44' h N 45 1 0126' E - 11.28' G� ° N 44 *5734' Wes_ 50.00' �S - 04'J4 J8' R - 1165.50' T - 46.58' L - 9J.11' ad. - N 42'40'15' W 20' P. U. F. 9.3 06' J - - $-O-W Z6" W - 231.71' - - - - - S , 15-02'26 - W - 71 BLOCK /4 R - 1095.50' T - 40.79' �3 2 1 O Srienondoah J°hose One L � a-igrr Plat K 59a Po'. 751 r! R -bd-i- A0 . 1097, Pog• e17 W - - $-O-W Z6" W - 231.71' - S JOyf 55" E - 722' D - 047554' R - 1095.50' T - 40.79' L - 81.55' Grid. - S J27952" £ 81.53' ! �1j r! ° S 44'57J4' E 0d { I 50.00' o° i -- - - .r1 S 45 '0226" W - 1J.69' -- -- ! I = 05 '05:30" R = 8.71' 0' T =4871' L - 97J5' tand. - S 422449' £ 9732' - - - - - - - - BLOCK /O JO it .32 Edward Froehling Remohder of 46.527 Acres Vol. 1111, Page 9 GENERAL NOTES 1. ORIGIN OF BEARING SYSTEM: The found iron rod monuments and the bearing along the northwest line of Shenondooh. Phase one Resubdivislon Plat as recorded in Volume 1087, Pogo 817 of the Official Records of Brazos County, Texas were used as the Basis of Bearings for this plat. 2. According to the Flood Insurance Rate Maps for Brazos County, Texas and Incorporated Areas, Map Number 48041CO205 C, effective July 2. 1992, this property is not located In a 100 -year Flood hazard or a. 3. All Building Setback lines are as established by the City of College Station Zoning Ordinance No. 1638. 4. No lot shall have direct access to Borron Road or Decatur Drive. 5. All distances shown along curves are arc dletonces. 6. Unless otherwise Indicated, all lot corners are marked with 1/2 -Inch Iron rods. Indicates 1/2 -Inch Iron rods set In concrete 4. LEGEND: P.U.E. - PUBLIC UTILITY EASEMENT P.D.E. - PUBLIC DRAINAGE EASEMENT E.E. - ELECTRICAL EASEMENT FINAL PLAT �1 SHEMAIDOAH PHAASEf FOUR 13.645 A CRES out of the RORER T S TE VENSON L EA G'UE, A - 54 COLLEGE STATION, BRAZOS COUNTY, TEXAS APR /L, 1996 SCALE. 1' - 50' Owner: Edward Froehling 3887 High Lonesome Coll is a Station, Texas 77845 (409) 776 -8266 Surveyor: McClure Engineering, Inc. 1722 Broadmoor, Suite 210 Bryan, Texas 77802 (409) 776 -6700 CERTIFICATE OF OWNERSHIP AND DEDICATION STATE OF TEXAS COUNTY OF BRAZOS I Edward-Eros" owner and developer of the land shown on this plat, and designated herein oe the SHENANDOAH PHASE FOUR Subdivision to the City of College Station, Texas, and whose name is subscribed hereto, hereby dedicate to the use of the public forever, ail streets, alleys, parks, easements, and public places thereon shown for the purpose and gornslderatlon therein expryeserl. Edward Froehling. Owner STATE OF TEXAS COUNTY OF BRAZOS Before me, the undersigned authority, on this day personally appeared Edward Froehlina known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the some for the purpose and consideration therein stated. q� Given under my hand and seal on this ,nna day of �1 - tjkl I - L S IIARMEiT Notary Public. Brazos Coun Texas I` PvM HERI L. x.!Ws atsxa• Y Y M Commss<bn Eapxsc JUNE 24 1000 CERTIFICATE OF SURVEYOR AND /OR ENGINEER STATE OF TEXAS COUNTY OF BRAZOS I, Michael R. McClure, Registered Professional Land Surveyor No. 2859, In the State of Texas, hereby certify that this plat is true and correct and was prepared from on actual survey of thi my supervision on I CERTIFICATE OF CITY ENGINEER I, Kent Lazo, City Engineer of the City of College Station, Texas, hereby certify that this Subdivision Plat conforms to 11hd requirements of the Subdivision Regulat ;ono of the City of College Station. R fl Ictil T L -�kZA City E gineer City of College ation AP OF PLANNING AND ZONING COMMISSION I, 1 fi.� U )Tk-i - Ti �-� F . Chairman of the Planning and Zoning Commission of the City of College S,�gjtgn, hereby certify tha� thq attached plat was dul pproved by the Commission on the = day of t l�• 19. amii APPROVAL OF jHE CITY COUNCIL The 1 ttooched t�t was approved by the City, pounces of the City of College Station on 19 `1 fn and conforms to the conditions and requirements Imposed by the City of College Station. 47AIt/J a City of College Station . M Ty -�w t, �• -•� vo City Secretary CERTIFICATE OF THE COUNTY CLERK I, Mary Ann Ward. County Clerk, in and for said County, do hereby certify that this plat together with Its certificates of authentication was filed for record In my office the day of 19 in the Official Records of Brazos County, Texas in Volume Page Witness my hand and official Seal, at my office in Bryan, Texas. County Clerk Brazos County, Texas fi a_ l VICINITY MAP