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HomeMy WebLinkAboutShenandoah Ph15 Pg1of2.... _�. }'._. �... n+�:t .: _...:.:...,..-w:w�:a.�� "�:-v�.�.«c:.-::'r'�,..,.. -_n .� - 'L��e.r•Lv.'�- cVad y*. �,� -.v _.... ... - 'y ;:; SL'"Gi..m �s +•'S.-c5�2t' A .�h�•v�.�v:'�['n.i:. ' dills_. f CURVE DELTA I LENGTH \ CHORD BRG. CHORD DIST. C1 113'39'25" 50.00' t I \ 10 1 12 i 76.49' S 78'39'21" E �O. Shenandoah A C2 61'58'26" 50.00' 54.08' 30.03' Phase 13 V6580, P.214 51.48' I 90'00'00" I. 39'.27' 25.00' Waynesboro Court ) u C C4 85'36'04" 50' R.O.W. - 27' Pvmt. 37.35' I --- I 33.97' I i I 600.00' 173.18' 87.20' S 5T13'28" E 172.58' C6 85'24'41" 25.00' 7 i 6 23.07' S 22'47'16" E 33.91' C7 85'24'41" 25.0.0' 37.27' 23.07' N 62'37'25" E 33.91' C8 15'48'05" 600.00' 165.47' TO 20' P.U.E. S 82'34'17" E 164.95' C9 65/59) 25.00' 37.27' 23.07' S 4745'59" E 33.91' C10 3956'43" 187.08' 101.04' 51.79' S 10'24'44" W 99.82.' C11 84'18'23" 25.00' I 8(14 22.63' N 68'02'17" E 33.56' C12 41'24'35" 50.00' caor� No� Common Area 0 5� Q' 5.878 Acres 18.90' S 66'08'53" W 35.36' ss �r�Qro��, 262'49'09" 50.7--] 229.35' J6 S 44'33'24" E 75.00' p tl} 41'24'35" 50.00' 36.14' 18.90' N 24'44'18" E 35.36' C15 Hon sonburg. 25.00' 39.27' 25.00' 1 Lane 35.36' C16 �cS I --- M 39.27' Uatciiline A S 0'26'36" W 35.36' C17 22'54'23" 400.00' I ' 3 S 33'59'24" W 158.85' C18 232'37'00" 50,00' 203.00' -101.13' N 86'13'43" E 89.64' C19 67'58'32" Z 59.32' Called 95.661 Acres I . 55.90' Seabock Estate 732'51" 350.00' V2597, P,186 23.09' CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT CHORD BRG. CHORD DIST. C1 113'39'25" 50.00' 99.18' 76.49' S 78'39'21" E 83.70' C2 61'58'26" 50.00' 54.08' 30.03' N 77'45'46" E 51.48' C3 90'00'00" 1 25.00' 39'.27' 25.00' S 0'26'36" W 35.36' C4 85'36'04" 25.00' 37.35' 23.15' N 88'14'38" E 33.97' C5 16',32'16" 600.00' 173.18' 87.20' S 5T13'28" E 172.58' C6 85'24'41" 25.00' 37.27' 23.07' S 22'47'16" E 33.91' C7 85'24'41" 25.0.0' 37.27' 23.07' N 62'37'25" E 33.91' C8 15'48'05" 600.00' 165.47' 83.26' S 82'34'17" E 164.95' C9 85'24'41 " 25.00' 37.27' 23.07' S 4745'59" E 33.91' C10 3956'43" 187.08' 101.04' 51.79' S 10'24'44" W 99.82.' C11 84'18'23" 25.00' 36.79' 22.63' N 68'02'17" E 33.56' C12 41'24'35" 50.00' 36.14' 18.90' S 66'08'53" W 35.36' C13 262'49'09" 50.7--] 229.35' -56.69' S 44'33'24" E 75.00' C14 41'24'35" 50.00' 36.14' 18.90' N 24'44'18" E 35.36' C15 90'00'00" 25.00' 39.27' 25.00' S 89'33'24" E 35.36' C16 90'00'00" 25.00' 39.27' 25.00' S 0'26'36" W 35.36' C17 22'54'23" 400.00' 159.92' 81.04' S 33'59'24" W 158.85' C18 232'37'00" 50,00' 203.00' -101.13' N 86'13'43" E 89.64' C19 67'58'32" 50.00' 59.32' 33.71' N 3'54'29" E 55.90' C20 732'51" 350.00' 46.10' 23.09' N 41'40'10" E 46.07' C21 90'00'00" 25.00' 39.27' 25.00' S 89'33'24" E 35.36' C22 90'00'00" 25.00' 39.27' 25.00' S 0'26'36" W 35.36' C23 24'47'28" 714.76' 309.27' 157.09' S 5750'20" W 306.86' C24 44'11'06" 50.00' 38.56' 20.30' N 87'40'24" W 37.61' C25 262'41'20" 50.00' 229.24' -56.82' S 16'55'30" E 75.08' C26 39'01'38" 50.00' 34.06' 17.72' N 51'14'39" E 33.40' C27 25'18'52" 764.76' 337.89' 171.75' N 58'06'01" E 335.14' C28 19'34'36" 236.64' 80.85' 40.82' N 35'39'17" E 80.46' C29 19'34'54" 186.64' 63.79' 32.21' N 35'39'09" E 63.48' C30 90'00'00" 25.00' 39.27' 25.00' S 89'33'24" E 35.36' C31 90'00'00" 25.00' 39.27' 25.00' S 0'26'36" W 35.36' C32 25'31'31 " 100.00' 44.55' 22.65' S 32'40'50" W 44,18' C33 25'31'31" 50.00' 22.28' 11.33' S 32'40'50" W 22.09' C34 90'00'00" 25.00' 39.27' 25.00' N 89'33'24" W 35.36' C35 90'00'00". 25.00' 39.27' 25.00' N 0'26'36" E 35.36' oLn M 11, Nii 2p G�� N 45'26 36 E 160.89 C 48.39' 65_00' 47_50' �S L=33.07' �� -- -- -- --� w L=24.92' Lo 0 L=11.21' w to T a O N .0C-4Lj I D L=84.08' (o `� 3 to 2 ` M 1 = I o0 cn N N r r 0_ IO O O 4 0 285:0 r v N i o 00 Bloc _45'4_26'33_ h S 42'49'16 W -S -49;-2F36-" W 72.5.0' w v' 3 78_ - - 65.00'_ - - - - - -i N D R N 30 3A'2a'�w 1� •5,A'i I N `r- M s -�' � V.�• W W I dam• r-Y). N � i ZZ 20' P w -7,i O N N O N I N `Q Z Z 7 Lo M 8 M 9Co Co w G3? U) U) co N N 1 5 10 L=4.06' / o w 284.5 N --- -- 47.50 - -60 00' 60.94' ' 47.50'- C20 . N 45 26 36 E - 108.44 65.00' BEARING 65.00'_ 65.00' - - - - 6-5.0.0' rl 60.94' - 65.00' .- c2� _ 65A0_ _ _ 60.00'- - 60.00' . - - 57.40' --� 43. - - - ...- - --- - - - L5 Harrisonburg Lone - E / N w N 77'45'46" / 82.48' L7 S a, o 2 �r ro 1 = 10 � 44'33'24" E 50' R.O.W. N 27' Pavement Vi / O'dM S 10' P.U.E. a_ I q oIS8 50.03' I _ MatcNine � ; ---- - - - - � � L11 I Cop ,- 0 •- - T I 3 S 45'26'36" W I - - � -- -�- -T - _1 i 5' � P.U.E.. I - --- - I. w W 72.50' 285.5 - indicates minimum habitable finish floor elevations (N.G.V.D.) W t I W j ° F, 55.60' t w t t t Shenandoah subdivision W t w r•o 01 O9 t _p N - 1 I i I ON O i 8 I Phase 14 I 4 Edward Froehling McClure & Browne Engineering/Surveying, Inc. 3887 High Lonesome 1008 Woodcreek Dr., Suite 103 N M 2riN G, WIN I Ii LO LI ( N LO It V 6893 105 I It fo to I II II I � 283.0 •- raN 12 III 014 9 8 7 6 t ) ,5 4 3 2 I 1 to V 23.54 /. t � U) C23 =42.3 8 N h^�y�° _ `L to I V) V) t i V)Ll � 10P.U.E. I (6893/105) 20' P.U.E. _ ----- % i��i - --- 42 t I P.U.E.-- L----- I S t t - --- - -- - - - t - - - - - 65.00' --I 83.42' -- - •N 45'26'36" E - 901.86' ----- - - 60.00' - �'�-� 11 4.36' - 65.00' _ 65.00' 65.00' --- 65.00' - 65.00_ _ - 65.00' - - .----- - 6 - 65.00' _-_- 6500' 72.50'65.00'' -- o - _ - _70.00' - - 70.00' _ - - - 62.50' r----- P.U.E. 27.77' LJ 10.20' EloC 4- W W w 1 U.1 w w W w W w W U-1 W. O mI 1> W O\K w(7165/59) i N ,. 15 �M _ .N `t o� O oM �f 14 O o N: O N p N O N O N 20 oM p OM 22 �;M 23 O CV �,"' 24 O N �"' p N 25 �"' p N 26 �;M 27 :� p M �_M 18 oI tTI �M M '�- 16 �M 17 rM 18 �;� 19 21 TM trill T�,� ;� r ;� 1. Scale: C. N TM r _r .- 4 7 4 L�80.48 U) N V) \ V) 10' P.U.E. 5' P.U.E. t 65.00' 65.00'- - - -65:00' - - - - 65.00' - - - - - - - - - - - 65.00' 65.0.0' 65.00' - - 65.00 - -65.00' - - -65.00'- - -65.00'- - -47:50'- . G 10' P.U.E. 65.00' 13.19' 65.00' c' 65.00' 65.00' S 45'26'36" W - 794.81" 65.00' 70.00 70.00 65.00' 47.40' ' C' 70.00' 70.00' 70.00' 68.42' Robinsvi/le Court v 50' R.O.W. - 27' Pavement 20' P.D.E. " N 45'26'36" E - 535.77' a �. 2p G�� N 45'26 36 E 160.89 C 48.39' 65_00' 47_50' �S L=33.07' �� -- -- -- --� w L=24.92' Lo 0 L=11.21' w to T a O N .0C-4Lj I D L=84.08' (o `� 3 to 2 ` M 1 = I o0 cn N N r r 0_ IO O O 4 0 285:0 r v N i o 00 Bloc _45'4_26'33_ h S 42'49'16 W -S -49;-2F36-" W 72.5.0' w v' 3 78_ - - 65.00'_ - - - - - -i N D R N 30 3A'2a'�w 1� •5,A'i I N `r- M s -�' � V.�• W W I dam• r-Y). N � i ZZ 20' P w -7,i O N N O N I N `Q Z Z 7 Lo M 8 M 9Co Co w G3? U) U) co N N 1 5 10 L=4.06' / o w 284.5 N --- -- 47.50 - -60 00' 60.94' ' LO S 45'26'36" W - 559.90' 12p0S 45'26'36„ W - 108.44' v �. N L=23.851.�'r BrunswickCOUrt G, � C1' © 50' R.O.W. N 27' Pavement o 1 `offCg2 \ ., S 45'26'36" W - 559.90' 47.50'- C20 . N 45 26 36 E - 108.44 65.00' BEARING 65.00'_ 65.00' - - - - 6-5.0.0' rl 60.94' - 65.00' .- c2� _ 65A0_ _ _ 60.00'- - 60.00' . - - 57.40' --� 43. - - - ...- - --- - - - L5 N - E / N w N 77'45'46" E 82.48' L7 S a, o 2 �r ro 1 = 10 � 44'33'24" E L=20.16' Vi / O'dM S 10' P.U.E. a_ I q oIS8 50.03' q w 3265 0` (n L11 `- Cop ,- 0 •- - �j 3 S 45'26'36" W W -T - _1 ROBERT STEVENSON LEAGUE, A -54 w U') 20' P.D.E. w W 72.50' 285.5 - indicates minimum habitable finish floor elevations (N.G.V.D.) W w (6 � W j ° F, 55.60' - 81.90' w W to46Cn w r•o 01 O9 LO _p N - •0N N � ON O 8 N 4 Edward Froehling McClure & Browne Engineering/Surveying, Inc. 3887 High Lonesome 1008 Woodcreek Dr., Suite 103 N M 2riN WIN 'p F LO Td_M 8 N LO to6 nM5 fo to 5 10 to � 283.0 •- raN 86.937 s- cn r y I -- � 10P.U.E. to V V 23.54 V /. � U) C23 =42.3 8 N (n `L to I V) V) r, V)Ll 20' P.U.E. _ ----- % i��i - --- 42 20' P.U.E.-- L----- S 45'26'36" W - --- - -- t - i �-- --- N 45'26'-36" E ----- --- 65:00' - - -- 65.00' - 83.42' -- ----- 72.50' - 60.00' - - 60:00' 65_00_ - - -- 82.50' - 72.50' _ - 65.00' --- _ - 65.00_ _ - - 65.00'- --- _ - 65.00' - - 6$.42' - 65_00' - _ - _70.00' - - 70.00' _ - - - 62.50' r----- LJ I� W W w W U.1 WWW w w w w O mI 1> W O\K O >0 �to N 13 O �M N 0 12 _ .N 13 O Ui N 14 N N: 15 17 -r N 16 -� N tnM, >7 N LO p M �_M 18 oI tTI �M M '�- 11 �� Ui '�• trill T � trill .'fid.• '. TM r M �' .. TM t_ _r .- 4 7 4 U) N V) V) L22 47.50' 10' P.U.E. 65.00' 13.19' 65.00' c' 65.00' 65.00' 65.00' 70.00 70.00 65.00' 47.40' ' C' LO S 45'26'36" W - 559.90' 12p0S 45'26'36„ W - 108.44' v �. N L=23.851.�'r BrunswickCOUrt G, � C1' © 50' R.O.W. N 27' Pavement o 1 `offCg2 \ ., S 45'26'36" W - 559.90' ^�N G h`1 C20 . N 45 26 36 E - 108.44 65.00' BEARING 90.04' 65.00' - - - - v rl 60.94' 65.00' 47.50' c2� 65_00' - _ - 65.00_ - - - 65.00' - - -65.00' - - 57.40' --� .- L23 /--- --- 60'41'00" -- -- L5 N 77'45'46" E / N w N 77'45'46" E 82.48' L7 S a, o 2 �r ro 1 = 10 S 44'33'24" E L=20.16' Vi / O'dM S 46'39'56" a_ I q oIS8 50.03' q w 3265 0` (n L11 `- Cop ,- 0 •- - �j 3 S 45'26'36" W W -T - _1 ROBERT STEVENSON LEAGUE, A -54 I .O U') 20' P.D.E. 283.0 65.00' 72.50' 285.5 - indicates minimum habitable finish floor elevations (N.G.V.D.) w w (6 � j ° F, 55.60' - 81.90' _ 04 to46Cn :f M4 d LO �N. pI 10 Owner:' Surveyor: � ABBREVIATION: P.U.E. Public Utility Easement A,•£•�` �v�jia �tue3� �EN� O 8 UM Edward Froehling McClure & Browne Engineering/Surveying, Inc. 3887 High Lonesome 1008 Woodcreek Dr., Suite 103 M College Station, TX 77845 College Station, Texas 77845 'p F N Td_M 16 N V) p LO fo to 5 10 36.99•�� 283.0 •- d 86.937 s- cn I -- � 10P.U.E. to U) 23.54 /. U) C23 =42.3 8 ' 56.90 `L ^�N G 47.50' LINE TABLE LINE 65.00' BEARING 90.04' 65.00' - - - - L1 ----- 65.00' E - 65_00' - _ - 65.00_ - - - 65.00' - - -65.00' - - 57.40' --� .- L23 /--- --- 60'41'00" -- -- L5 N 77'45'46" E 63.39' L6 N 77'45'46" E 82.48' L7 S 10' PUE E L=12.05' L=32.50' S 44'33'24" E 90.00' w S 46'39'56" w 50.03' L10 w 70'04'56" E w L11 S W E W L12 W W E w ROBERT STEVENSON LEAGUE, A -54 I .O at Intersections and radius of Cul-de-sacs. o x 2013 285.5 - indicates minimum habitable finish floor elevations (N.G.V.D.) o commensurate with the requirements of the City of College Station 04 :f M4 d LO �N. pI 10 Owner:' Surveyor: � ABBREVIATION: P.U.E. Public Utility Easement A,•£•�` �v�jia �tue3� �EN� O 8 UM Edward Froehling McClure & Browne Engineering/Surveying, Inc. 3887 High Lonesome 1008 Woodcreek Dr., Suite 103 M College Station, TX 77845 College Station, Texas 77845 _ Td_M 2 1 I to U) U) I j� j .Bloc I r, 44 20' P.U.E. _ ----- - --- ------ --- L----- S 45'26'36" W - --- - -- ---- --- 65:00' 65.0.0' 65.00' 83.42' 72.50' 65.00' 65_00_ - 65.00'_ _ - 65.00'. -70.00' - - -70.00' - - - 70.00' - - 6$.42' - - 50.00'- LJ W w W w w w w w O mI 1> O q;., N 0� N 13 p� N 14 O qS" N 15 O N 16 O N �_M 17 O N �M 18 LO O N �� 19 N LO 20 �M 12 �� trill � V _�� M M TM _r .- 4 7 4 10' P.U.E. 13.19' c' 47.50' 65.00' 65.00' 65.00 65.00' 70.00' 70.00' 70.00' 68.42' �0. �C> \ 16 gj \sv' • � \ o \ 21 ` ca F , ro. i i S 45'26'36" W N 45'26'36" E - 599.11' ^• 6g czj Bridgewater Drive r ���h� ' 7 ` X02 © 50' R.O.W. N 27' Pavement a Cr1 (5 q) / ` N 45'26'36" E - 779.56' C28 $6+ o CO Qr�D� / p / �'` I L22123_ _ 39.35' 65.00' 65_00' _ 65_00' 65.00' 65.00' _65_00_ - _ 65.00' - - 65.00'- - _65.00' - - _65.00' _ 65_ - - L_35r99 x-44 a�- Gjr� IV/ 2-R �•_ -�-, - ----- -- - -. - - ---- - - 10' P.U.E. 5.21' N \� a � i /" 10 P.U.E. L=24.97 -� Amend' " � r ' .��. � Shen°nd4 w W W W w w w W w w W W `� - Pho. �^ ��• ♦ ♦ z d• st• it• it r' Fd• d- d• �. M- . - _.,,• . V 702: r P�. �. ♦ d 'N N N N '0. N N. N N N N N _N �y N O N � i G`ommon Area ♦ ♦ �t M 14 �r 13 6 r'%'� 12 co ,'`�' 11 t� ,:� 10 ao M 9 0 t.`�' 8 7 c�i ' 6 ri ,' , 5 �r M 4 . to r' 3 ,"'� cv m ♦- 0 846 Acres N N N N N M M M M M M M 2 d in V ♦ 283.0 d r <t :} r d 'dd d r �i �- '� if d r'� to Approx. Location of Special:/ N (n V) v? cn (n (n V) N N V) to rn Flood. Hazard Area, See Note 2. ♦ ♦ 10' P.U.E. ] �J �'j ` •w - ♦ (7165/59) 9.43' l o�i 4 / 10' P.U.E. �V t - (7165/59) 310.95' 65.00' 65.0165:01' 65.01 ' 65.01 65.01 1 65.01' 1 65.01 ' 82.72' 119.47.' Point of .S 46'29.'41 " W - 646.67 -- o .. S 46*2723" W 842.86' 30' Producers Gas Co. Pipeline � Beginning � � - _ + Easement (534/84) It + TREES REQUIRED - - Called 19.7173 Acres ♦ Called 60.153 Acres Greens Prairie Investors Ltd City of College Station V 7366, P.294 ♦ ® \ V6974, P.241 I B LINE TABLE- ABLELINE LINE LINE TABLE LINE L13 BEARING 90.04' DISTANCE L1 S 86'37'23" E 134.97' L2 S 86'37'23" E 58.93' L3 S 60'41'00" E 22.13' L4 S 60'41'00" E 56.98' L5 N 77'45'46" E 63.39' L6 N 77'45'46" E 82.48' L7 S 74'51'10" E 24.23' L8 S 44'33'24" E 90.00' L9 S 46'39'56" E. 50.03' L10 S 70'04'56" E 50.00' L11 S 64'06'55" E 50.00' L12 S 84'10'54" E 35.65' LINE TABLE- ABLELINE LINE BEARING DISTANCE L13 S 40'21'47" W 90.04' L14 S 55' 18'25" E 55.94' L15 S 40'25'28" W 37.84', L16 S 60'52'13" W 57.39' L17 N 74'52'22" W 33.36' L18 S 11' 13'14" W 53.57' L19 S 78'46'46" E 20.00' L20 S 81'18'23" W 60.00' L21 N 8'41'37" W 20.00' 122 S 19'55'04" W 5.02' L23 S 19'55'04" W 5.02' GENERAL NOTES 1. ORIGIN OF BEARING SYSTEM: The record bearings and actual measured distances to the found 1/2" iron rods along the ad'oinin hases of Shenandoah Su bd' ' • 1 g p ivision were used as the basis of the bearing system shown on this final plat. _ - 2. According to the Flood Insurance Rate Maps for Brazos County, Texas and Incorporated Areas, Map Number 48041 C0cMap Revised May 16, 2012, a this 7 7 VA IV-DO11 A portion of property is located in the Special ial Flood Hazard Area Zone AE. -E 3. This property is zoned R-1. The building setback requirements are established by 4. the . tty of College Station Unified Development Ordinance. No lot shall have driveway access to Alexandria Avenue. 5. All distances shown along curves are arc len ths. 9 _E A� 6. All common areas and landscape easements shall be owned and maintained by the homeowner's association. A / ACRES 7. This subdivision is within the . Spring Creek Sanitary Sewer Impact Fee Area. 8. Monumentation: Unless otherwise indicated, all lot corners are marked with 1/2" LOTS 15-27, BLOCK 41 LOTS 1-18, BLOCK 42 Iron Rods. LOTS 1-9, BLOCK 43 LOTS 1-21, BLOCK 44 o - 3/4" Iron Pipe set -5 1-5, BLOCK 45 LOTS 1- 6, BLOCK 46 o - 3/4" Iron Pipe found - LOTS 1-14, BLOCK 47 O - 1/2" Iron Rod found ® - 1 Iron Rad .Set p - PK Nail Control Monuments set in Asphalt Pavement, ROBERT STEVENSON LEAGUE, A -54 at Intersections and radius of Cul-de-sacs. SHEET N0. 2013 285.5 - indicates minimum habitable finish floor elevations (N.G.V.D.) �iU/VE SCALE. 1 " = commensurate with the requirements of the City of College Station 60' Stormwater Management Ordinance. Owner:' Surveyor: 7. ABBREVIATION: P.U.E. Public Utility Easement A,•£•�` �v�jia �tue3� �EN� Edward Froehling McClure & Browne Engineering/Surveying, Inc. 3887 High Lonesome 1008 Woodcreek Dr., Suite 103 - College Station, TX 77845 College Station, Texas 77845 P.D.E. -Public Drainage Easement OF 2 SHEETS (979) 776-8266 (979) 693-3838