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I.r� I A t A . =A = I. -A 6 . ; - � 0 110.00, 'I -� 0� . - 60 8 0 0 4 1 26 bla -Pt -I't -. - - 15 . 1 S 4 I - 55'?_ I -W 0 - I. io� Im 22 tn 16 5 14 9 . 25 tn 0 24 0 b b 14 i ;� 7i 10 b 20 -k b CA (A a (A 31 ' __1 - - - - I 0 10 1"lit CA CA b (A a gla 0 , - -_ L�4 '�_4. - 6 \N�,, .1 R C; I . - "to . :_� , 1 52' 1 14; ,sr I-l'i R t,7 " 0 li:,; ____1^__`l . to ct to 1_1F I -I 1 1 I:yi / -I I _- I _j I -I IR , I -LI . I 0 q __ I , _ 60 PIP i ,�� - - `� I _!F_�,� :9 I I PAC-- I if I I cil I 1 :� - . ., ... * I - � ) Q I : I LOCK 0 1 BLOCI� 211 BLO I 9 "I -36' PIPE �- � 1 �: .r PAIL : ' l ==.b4 01 INILEIiiiij. 04! 111 . � Ill �')(11­ 19 ; ,� B CK 0 . I 61.og� . , -1--pug�_ 1-M, ,,,1__AI%-Q,f_ gy,Qt. 0.04! 1 1 61104' 1 60. 1 o,V I §Q.P-I:- -69. '_1__qQ,P4�__L_§(92_-P.4:_ 38. , 1 S41*55'21'W Flil I- 9,1� "" ii — I - _-M&L...... -1. -_1__.§1-qQC:_ --I __ -9-9, - i QLL 37.50'-,-' ��I_i�-LCL _,k_ 6 ____ - — - .- AQ�O.T L- __Jj_i'i_-_EA_L__,,i&�__L, qa�, .j__qj_-wL_1__ - *_ zr�! ­4 - -.—,- - --� __.­­_, _319 _', � .11 __ 1-1 - _____!O��il , 44 — ___.___.._ __ - - - - L 1- I .11 : I ,;.�e Pw_f___,R ""111 - "I' - I � ­_ :4 - �!� 11.11­11��7_,__:. "". IF �.��e�s 4�4��,��� ­T11­1,1,1= — __11- — -.-.-. ��_____ - - .. -_ Mt, I I � . - I ­ +_ _+ 1-." +-_ _b `iP# ...., _%,`__X Dove Chase Lane -4 ., 8 i s'! 1 4- -0 __* I Dove Chase Lane JUNC. BOX 'I 1-30- PIPE ' PIPE 10' IN PIPE 10 . ,,e 0. I _+ Zr B-8 ASPH PVMT. ROW-+ � 4- 4- � Dove Chaf ,J�ane 1+ , +_ . 1. ASPH W. W ROW 4- 1 � X . . .... ru _r.-f-.-.-.-.-.-.-.-�- I -I" _+ . 'LET 0iiii . -. 27' B-B ASPH P101111, W ROW N_ 6 1 1+55*21"'N !4, - , — ___._ I — , aZX,=Q1 — ­--laiiiiii" I - PIPE — inaftaiiiiaiiiiiiiiiiij 410- 5M!4r-=___L__-*__­ , C . — __________S_4Jf W aiiiii-amaimw ai--m.". . —wi-."------ ....... — 11 .- I I ' ---T-- _.dT__r__6EFdT_ I 55 00' 55.00- 1 , -.-- .0r__4_Zw- =42— - - � I '99" '00"' " - '. ]I - - �_ _;I_ 1­7�i_ --,---. - O" ' 6O.W­ 4 10 , - P 1910ff- . 6.� 55-OU" I 00"' I ' 55. 1 ' 55:00' 1 55POLO 55.00 .� IT _710ff - L5 _00* I . 61.50' 1 60.50' 1 6 100' 1 60.50" 60.0 + I . . I . I � II 4,52' 1 ,.67 ,�f i 1. �, . . � . � � I Ir A L, INLET . I I 10, Ili __ . __ * 75 —TY .!i��.V�bf , 7­96*9ff 7­66*-30' P" BLOC '22 - � - BLOCK6 ' 11 I Z Z li��30 P E - ­­ �j -1 - I I _j _.��4 1 . ..... �, I . 6ES'00 1:� 65.06 CC I 1 1, 9! _­ kr �1.3LOCK 23 .. .... � YZ . . Z Z Z is, Z Z I I I I I I Ir PAL 17 , _. . I :-r- PE I I � I Z 7Z (TVPWAQ Z Z I ii� i� = I a -4 - it A Z I BLOCK6 � , ( 14' = it. - ::: 4 11 1 47 46 0 4:) S-A 0, 44 i�i - 43 :� 1 18' 1 � =2 10 - _ I :: 4 - � Z i;l . A � 4 4 4 1 __4_ Z�l _,w :� lj�, 1 V IN i r PIPE = - = :: = I a"... .", I— : 0 � i C CD a CA C C �t . -;� 11 .. L, -k . 42 Z� Z 41 6� Z 37 Z 36 - -Pt- 41- w IE; - Z q ' - - - I 10 - .,;i iii4 % :� � 10 - I I - j, !­ ' 1 11 b - - N �9 .I- I"i �5 -k.zs . (A 4� 4 8 � ... 4 ;� 4 � &' , , MO � 1E 5 P = * � ,4 40 Z 39 Z 38 w 34 1 00 tn tn CA tn . - I 1; . Pj a, :�jz 7 9 iz 10 i 11 -';' 12 1 0 114,52 i 4 1 -, 2- ft� '-'- 3- �- 4- IE 5� " — 0 b� "'t bD I I _Pt C):0 -A - � 11' iz ` 1 I I iq j- - <ZjtA -,I(,� C) Z5 U 6 ot S - Z6 01 Z6 O' INLET 0) I. �ii . �: ,�, C I : j 01 ts 1co 1%(0 .(o sow PIP I to b 0 a 0 . 14 If ii(o � - to . . I:? , q Im .. r" �,! - I�j 11 I :4 :9 :? :9 :9 :4 :9 :9 :9 -.9 pe .X 1. L. tn bD - I - 901 1. EA .pt - q CIO -] <n, .5 uu JUNC. B :e .to Ili 1 12 !�:f t� _�? - RC - --:- ` , :_ 1140" :? ::4 .to t104 � ___"�' I 10' INLET I � , : BI ")CK "'35 1 a JN � : Xw PALL I : : � : � . 0 X I (D - a .------ =. I-= t_1=70___1_ "I : A / I 1 30w' PIPE (I i 1! AQ I I 0.69;_ L_._.6_6_w_.__1___M__M_.1..M� -- — ---- ,­­f ---- --- ---- I :9 :9 :9 :9 M " I �, __ __ - - ----- __ . .LV�1_____..._,_ mw_Lwxa�_� — !-----..------- �-§Iw i 6-f,s- I - 4 - - - - - - - __ I � T , �,-4--cj- I I ) .67---4--1-.----- :L� - =000 = 7 �­39_� 131MIRIft- I I I I I - - - - I 04�=�---Mi�� _ �__W, 7m" i IF; ,­__, ­ -, �1­ I __%0_71�92"�� 1X31 . ,� I I.-,V.T � I M077­111-1-71FIR FNOVt��­ I RCBC 18 PIPE . �IATCH- INt ET I OF 2 .—, 11 I I I I I I Iq I'll I--- 11 PfPr_j � u A I, Lohw� sm = MIS so on = i ". __/111 _/ %01. � = M ON = mmommomm ar -w I", - - `,` = = ENMEMMM = on 1111111111111111111111111111111111111 = = I= = = amonalsomm so = sami�iiii�ii : = = on== = = EMOAMMIM w ­ - .,�, ItIfft — — — — — — 11 bwl — SHEET 2 OF 2 ,�­'_; , , -OM = sm --= -.!:!,. — — — — " -_ — — — — — — — nr gwrl I , , I- -- ­55.0— ­55=1_ — — — - — — — — — — — I I I ... W 1. � -�, -- EXISTING CONTOUR (MAJOR) EXISTING SA NITARY SEWER LINE EXISTING CONTOUR (MINOR) EXISTING WATERLINE PLAT BOUNDARY _�_,_._ PROPOSED 6" SANITARY SEWER LINE . .1111111 1=� = I=. HE � RHASF- LINE _,._�_._ PROPOSED-, 8" SANITARY, SEWER, UNE_ ------- LOT LI N E 0 @ I LINE —`-----""­ PROPOSED 6 WATERLINE — — — — — EXISTING EASEMENT LINE _,`_II_�_._ PROPOSED 8" WATERLINE ROW LINE _""" _"� _ PROPOSED 12" WATERLINE PROPOSED 4' SIDEWALK `,�Z,.� -­s­---­ PROPOSED STORM SEWER -1--­-, ­1 PROPOSED 6' SIDEWALK M-1 PROPOSED STORM INLET I FLOODPLAIN BOUNDARY i4 FLOW DIRECTION 1XeXX1XZX ,/ ,/ ,/,4 CITY OF COLLEGE STATION GREENWAY DEDICATION AREA I VICINITY MAP REFER TO SHEET 2 OF 2 FOR NOTES PERTAINING TO THIS PRELIMINARY PLAT. MF,�:r�,, �7; , , - n - ly�7� �=,q , , , 1�i �- z, -- .,-, n�,l r"'! ��am '. V, i -�' � -,�� ',,.'� , f,�� ,�;,�,� 1"i"'j. N , �t . Pl��, , ,,,`,,,.� ,� - �,,' !, �"rl , , R �_ �,i, ", I- -_ - ,"', M, "��E """., t'�, - , * gPz� 16 - , /- ,,, _,,f �­ W !�, ,,, , .". ,40 , , __ ,,,,,� ., , I I­irr,m-,1�/ ­ " �`_ !',�' ixz-,,� �� "I i�l. I- I "i �', , , , , "' � " �,' "" *,t�k ""! !V,l VI ?"', , , "I 'I -, "I "", k� i, 1 ", " �.. , ,�; I � ,rl ,�'�-�,I`l 1,-q A7 VIA iri� , ­-,v,�, "�`��5�' A I N'V��, _� � , ,--- 1� " ,,� " - iW��l ,,`,11� I—, !"'_J,r-=��x,tu -?�, i�--,, N " "' .., - t." u� ,,�,."", ,�C�,,, ill ,�,I �- , iJ ,,,-�,,�, �,�-,�-,�-,�"�,�,�,��'111,111"'I 'I- � 1�, '11",'i "m ;�,�,v I. F"Nml� �Xv '� i": , 1� �,, N ,�p�, 1 jl�ll 1�11 bs, �'t, -I R5'11?,�, H M! %, t 'A I"', ,�11;1��,­.M N %"I'l - �111 il .,f, L?i , - -- �, a ,� I I g I ? z ; - F,� ��, ,�, ,1 _1,1��I-i, E, , �� Ki -` " I I F�11 ,�,� �', , ,11 I � V ��,�'MKTT�',-Q " ,� ,,, ,. , , ,_ t7N=q" � ` i�,,,77 - /,�o?---�Z�, , �,�� , , .- - �­­ ,,, - ," � � � � ff­p,.� ,,, K_1­71',T­� , !��'i 1_� � N"'...0" " ,L, - �,�� N ,, �,� T �11 �� t! -1 ,,� � , ,,, i E - -,­ , , t�,�', , �/ ,'I 11____,,� .11J __ I L__., P7 w� - F1, - �', `��. �__g �,, �'�, V , I I lig 1, , , , % _'�11 �,,", , ,N K., "� ­, " I'l,"'I " , � , , - " I I , ', " '�' _1iZN I". I t. 1­1V 1� __ f i','�­._,­ , '� ��v I 4 t�! , , -, [ "! -,, -Z," I - "! �,'T � 11,1,�ili - - ,z �� --z'4-, �11 , , ,11',� - I I 117 �",?, , '�_"` !11 "I IS, I I ��11?1 "" �_,'N,1,1,101111.. I'll, - `,�:_��, ,v�,i;�a,,, - , H ,� - 1�� ____ z I . i i - i 0 w w 0 IIIIIIIIIIIIIII � 107.759 ACRES I SAVE AND EXCEPT PHASE 1 A = 9.618 AC. PHASE 3 = 8.708 AC. PHASE 1 B = 8.451 AC. PHASE 4 = 7.152 AC. PHASE 1 C = 7.625 AC. PHASE 5 = 10.406 AC. PHASE 2 = 8.289 AC. PHASE 6 = 18.891 AC. PHASE 8 = 10.567 AC. v - -----__-: REMAINING PHASES- Z PHASE 7 = 15.961 AC. PHASE 9 = 13.523 AC. = - 34 t BLOCK 1, LOTS 1 THRU 21 BLOCK 9, LOTS 1 THRU 38 BLOCK 17, LOTS 1 THRU 10 "`­----"`_�`­ BLOCK 2, LOTS 1 THRU 23 BLOCK 10, LOTS I THRU 10 BLOCK 18, LOTS 1 THRU 12 BLOCK 3, LOTS 1 THRU 12 BLOCK 1 1, LOTS 1 THRU 13 BLOCK 19, LOTS 1 THRU 10 BLOCK 4, LOTS 1 THRU 41 BLOCK 12, LOTS 1 THRU 13 BLOCK 20, LOTS 1 THRU 24 BLOCK 5, LOTS I THRU 7 BLOCK 13, LOTS I THRU 14 BLOCK 21, LOTS 1 THRU 26 1 - BLOCK 6, LOTS 1 THRU 47 BLOCK 14, LOTS 1 THRU 14 BLOCK 22, LOTS 1 THRU 12 BLOCK 7, LOTS I THRU 38 BLOCK 15, LOTS 1 THRU 28 BLOCK 23, LOTS 1 THRU 5 BLOCK 8, LOTS 1 THRU 1 0 BLOCK 16, LOTS 1 THRU 24 ---------------- ..— LEAGUE, A-54 - C`O­LLE`GE'_ STATION, BRAZOS CGUNTY, TEXAS- . I I SCALE: - 1'_`I"__T'UU 9 AUGUST, 2004 . - .­__.._._.___.__---,____ OWNER/DEVELOPER: REV. SEPTEMBER, 2004 Ed Froehling Builders OCTOBER, 2004 REV. 2 3887 High Lonesome (NOTE 8, SHEET 2 OF 2 ONLY) College Station, TX 77845 AUGUST, 2005 (REV. 2) (979) 776-8266 MAY9 201 0 (REV. 3) __"/� ENGINEER: JANUARY, 2015 (REV. 4) Kent Laza, P.E. _10-477"­1 41 01 S. Texas Avenue, Suite A � 5- %5 Ily P.m I I � 0"wjQ I Bryan, TX 77802 . I 1 (979) � 846­621 .2- D 0 N D U R D- E- Ni, 1, N; C ii !) I .1b 1 1!5" (A � 10 a . - rq I 1 1 1 1 1 4 I SHEET I OF SAN ANTONIO / LAREDO rn__W-�TiI,�J' on = SHEET 2 TOF 21 SHEET 1 OF 2 BRYAN / COLLEGE STATION d.b.a CIVIL ENGINEERING'CONSULTANT 3- . - 4101 S. TEXAS AVE, SUITE A I,- -.�_� BRYAN, TEXAS 77802 �, TEL: (979) 846-6212 L�,5-r FAX: (979) 846-8252 REGISTRATION #F-2214 I - Tav e 'n ko �?� ?_ 0 a 0 C- 0 C] CO 0 z W CO ry U Eli O DI 0 0 0 0 0 0 w 'v 0 N 5n U 'o a U Co E t710' tNtk f L--_-- __ . r�A�5 :4?9 � fil,iii _-=-,E1.%a7 r &1.G7T- $€3.CF1 J Ali 7 ;t�'�u.'r:;8���p� F n � 1.. (PE- �� MATCHLINE SHEET 1 OF 2 ..3t3 P!P . 1 � SHEET 2 OF 2 ! - - ---- E 1 °53 '" 39.5`5' Cl OF COLLIE.GE STATION 20' P.U.IE, Alexandria Subdivision (33G 3/1) Phe se 6 I ZONED G -GENERAL SUB AN "o, 45RLF MW 1 / T OF BASE LOOD, AS _..% �ED OFF FINAL PL f� K \ C esa�Lane 1 Alex indria Subdivis Phase 4B on j ZO D GS-GENERAL UBURBAN ' \- --- ...... _. I E � t CURVE TABLE CURVE LENGTH RADIUS DELTA TANGENT CHORD CHORD BEARING C1 39.75' 25.00' 91'06'21" 25.49' 35.69' S0731'29'E C2 39.27' 25.00' 90'00'00' 25.00' 35.36' NB6'5521".E_. CTr 39.47' 25.-00' 90'27'38" 25 20'' 35:50''' NO3"18 28"4U= C8 39.46' 25.00' 90'26'l6' 25.19' 35.49' S86'14'35"W C9 39.08' 1 25.00' 8T33'44' 24.81' 35.22' S0345'25"E C10 39.07' 1 25.00' 89*32*22" 24.80' 35.21' N86'41'32"E C11 39.47' 1 25.00' 90'27'38" 25.20' 35.50' S03'18'28"E C12 39.07' 25.00' 8T32'22" 24.80' 35.21' N86'41'32"E C13 15.77' 25.00' 36'07'59" 8.16' 15.51' N23'51'21"E C14 -- -- -- -- -- -- C15 15.77' 25.00' 36'07'59' 8.16' 15.51' S2W39'20'E C16 13.59' 25.00' 31'09'02" 6.97' 13.43' S63'17'51"E C17 -- -- -- -- -- -- cis C19 39.27' 25.00' 90'00'00" 25.00' 35.36' SOYOV39"E C20 39.56' 25.00' 90'40'23" 25.30' 35.56' N8635'10"E C21 229.88' 430.00' 30'37'52" I 117.76' 227.16' S5633'54"W C22 39.26'= 25;00' 89'58'35' 2&9W 35e35?� NO3'05-'22V-Mi C23 39.27' 25.00' 90'00'00" 25.00' 35.36 S8 6'55'21 "W C24 39.27' 25.00' 90'00'00" 25.00' 35.36' NO3'04'39"W C25- 13.62' 25:00''- 3112'54" 6.98'.: 13.45' N6N41'O6"w" C26 133.02' 50.00' 152'25'48" 203.79' 97.12' S03'04'39'E C27 13.62' 25.00' 31'12'54" 6.98' 13.45' N5T31'48"E C28 39.27' 25.00' 90'00'00" 25.00' 35.36' NO3'04'39"W C29 38.79' 25.00' 88'53'39" 24.52' 35.01' S8T28'31 "W C30 36.66' 25.00' 84 01'02" 22.52' 33.46' S83'55'52"W C31 202.13' 430.00' 2655'58" 102.97' 200.27' S6T31'36"E C32 197.76' 370.00' 30'37'26" 101.30' 195.42' N6640'52W C33 40.27' 25.00' 9717'30' 26.02' 36.06' N04'13'24"W C34 39.27' 25.00' 90'00'00" 25.00' 35.36' N8655'21 "E C35 39.27' 25.00' 90'00'00" 25.00' 35.36' SOTO4'39"E C36 39.27' 25.00' 90'00'00" 25.00' 35.36' S8655'21'W C37 39.27' 25.00' 90'00'00" 25.00' 35.36' NO3*Oe39"W C38 39.27' 25.00' 90'00'00" 25.00' 35.36' N8655'21 "E C39 39.27' 25.00' 90'00'00' 25.00' 35.36' S03'04'39'E C40 39.27' 25.00' 90'00'00" 25.00' 35.36' S86'55'21 "W C41 39.27' 25.00' 90'00'00" 25.00' 35.36' NO3*Oe39"W C42 39.27' 25.00' 90`00'00* 25.00' 35.36' N86'55'21 "E C43 39.27' 25.00' 90'00'00" 25.00' 35.36' S03'04'39"E C44. 39.27' 25.00,'. 90'.00'00' 25.00' 35.36v S86:55'2t",W< C45 39.27' 25.00'- 90'00'00" 25.00' 35.36'. NO3'0439"w•: C46 39.27'- 25.00" 90'OO'00' ` 25-MO" ' 35.36" N86'55121"E- C47 39.27' 25.00' 90'00'00" 25.00' 35.36' S03'04'39"E C48 39.27' 25.00' 90'00'00' 25.00' 35.36' S86'55'21 "W C49 39.27' 25.00' 90*00'00* 25.00' 35.36' NO3'04'39"W C50 39.27' 25.00' 90'00'00' 25.00' 35.36' N86'55'21 "E C51 39.27' 25.00' 90'00'00" 25.00' 35.36' S03'04'39"E C52 39.27' 25.00' 90'00'00" 1 25.00' 35.36' S8655'21'W C53 39.26' 25.00' 89'58'35' 24.99' 35.35' NO3'05'22W C54 39.28' 25.00' 90'Ot'25' 25.01- 35.36' N8654'38'E C55 39.27' 25.00' 90'00'00" 25.00' 35.36' SOTOV39'E C56 42.72' 25.00' 97*54'04" 28.71' 37.71' S0701'41'E C59 98.49' 425.00' 13'16'39" 49.47' 98.27' S3517'01"W C60 30.70' 25.00' 70'21'43" 17.62' 28.81' N63'49'33'E C61 161.54' 370.00' 25'00'52" 1 82.08' 160.26' S6829'09"E C63 39.07' 25.00' 89'32'22' 24.80' 35.21' S86'41'32W C64 39.47' 25.00' 90'27'38' 25.20' 35.50' NO3'18'28W C66 44.72' 25.00' 102'29'22" 31.14' 38.99' S21'01'56E C67 76.64' 375.00' 11'42'36" 38.45' 76.51' S36'04'03"W C68 39.07' 25.00' 8T32'22" 24.80' 35.21' S86'41'32W C69 39.47' 25.00' 90'27'38' 25.20' 35.50' NO3'18'28W C70 38.51' 25.00' 88'15'46' 24.25' 34.82' N86'03'14"E C71 168.58' 430.00' 2--27'43' 85.38' 167.50' N61'02'45"W C72 39.27' 25.00' 90'00'00" 25.00' 35.36' S03'04'39'E C73 39.07' 25.00' 89'32'22" 24.80' 35.21' S86'41'32W C74 39.47' 25.00' 90'27'38' 25.20' 35.50' NO3'18'28'W C75 39.27' 25.00' 90'00'00' 25.00' 1 35.36' N8655'21 "E C76 39.27' 25.00.' 90'00'00" 25.00, 35.36' SOTO4'39"E C77 39.27' 25.00' 90'00'00' 25.00' 35.36' SBB'55'21 "W C78 39.27' 25.00' 90'00'00' 25.00' 35.36' NOT04'39'W C79 39.27' 25.00' 90'00'00' 25.00' 35.36' N86' 55'21 "E C80 39.27' 25.00' 9O'00'OO' 25.00' 35.36' S03'04'39'E C81 39.27' 25.00' 90'00'00" 25.00' 35.36' S86'55'21 "W C82 39:27''- 25:00''' 9O'OO'00-": 25:00':- 35361s' NO3'0439_1kw' C83 39.27' 25.00' 90rDO_o0' 2&00'� 35.36'• N86.55'21"•EL C84 39.27' 25.00' 90'00'OO" 25.00' 35.36' SON04'39"E C85 39.27' 25.00' 90'00'00' 25.00' 35.36' SB6'55'21 "W C86 39.27' 1 25.00' 90'00'00" 25.00' 35.36' NO3'04'39W C87 39.27' 25.00' 90'00'00" 25.00' 35.36' N86'55'21 "E C88 39.27' 25.02' 90'00'00 25.00' 35.36' SON04'39"E C89 39.27' 25.60' 1 90'00'00" 25.00' 35.36' S86'55'21 "W C90 39-.27"25:0o' ` 90'00'00" ' 25.00' ' ` 35:3W:: NO3'04`39'W=' C3, C4, C5, C6, C14, C17, C18, C57, C58, C62 & C65 HAVE BEEN OMITTED. 73 Phase 4B CURVE TABLE, CONT. CURVE LENGTH I RADIUS DELTA ILANGENT CHORD CHORD BEARING C91 39.27' 25.00' 90`00'00" 25.00' 35.36' N8655'21 "E C92 39.27' 25.00' 90'00'00" 25.00' 35.36' SOTO4'39'E C93"; 39.27' 25.00' 90'00'00" 25.00' 35.36' S86'55'21 "W C94 39.26' 25.00' 89'58'35" 24.99' 35.35' NO3'05'22"W C95 39.28' 25.00' 90'01'25" 25.01' 35.36' N8654'38'E C96 39.27' 25.00' 90'00'00" 25.00' 35.36' S03'04'39"E C97 39.42' 25.00' 90'21'19" 25.16' 35.46' SST06'00'W C98 39.11' 25.00' 89'38'41" 24.85' 35.25' N0754'00"W C99 39.27' 25.00' 90'00'00' 25.00' 35.36' N8655'21 "E C100 39.27' 25.00' 90`00'00* 25.00' 35.36' S03'04'39'E C101 39.42' 25.00' 90'21'19' 25.16' 35.46' S8T061001w C102 39.1 V 25.00' 89'38'41" 24.85' 35.25' NOT54'00'W 0103 39.27' 25.00' 90`00'00' 25.00- 35.36' N86'55'21 "E C104 39.27' 25.00' 90'00'00" 25.00' 35.36' S03'0439"E C105 39.42' 25.00' 90'21'19' 25.16' 35.46' S8706'00"W C106 39.1 V 25.00' 89'38'41" 24.85' 35.25' N0754'00"W C107 39.27' 25.00' 90.00'00" 25.00' 35.36' N8655'21 "E C408u 39.27' 25.00' 90'00'00" 25.00'- 35.36' SOTC439'E C109 39.42' 25.00 90'21'19' 25.16' 35.46' SS 706'00"W C110 39.1V 25.00' 8W38'41" 24.85' 35.25' N0754'00'W Cl 11 ` 39.27' 25.00' 90'00'00" 25.00' 35.36' N8655'21'E Cl 12 39.34' 25.00' 9909'21" 25.07' 35.40' N8649'15'E Cl 13 52.36' 50.00' 60'00'00" 28.87' 50.00' N11'4435E C114 170.16' 50.00' 194'S9'23 380.05' 99.15' 4;79'14'16"W LINE TABLE LINE LENGTH BEARING L1 107.72' N41'01'27"E L2 73.58' S48'04'39"E L5 72.89' S48'32'17"E L6 90.20' N41'5W21 "E L7 89.80, N41'55'21 "E L8 65.42' S48'04'39'E L9 89.54' N41'53'56"E L10 89.52' N41'55'21 "E L11 89.52' N41'55'21'E L12 77.58' N41'55'21 "E L13 75.70' S48'04'39"E L14- 83.06' N41'55'21 "E - L15D 103.04' S80'59'35'E L16 20.58' N28"38'42"E L17 67.55' S80'59'35"E L18 65.00' S4IrOV39'E L19 65.00' S4604'39'E L20 65.00' S48'04'39"E L21 65.00' S4T43'20"E L22 66.00' S48'04'39"E L23 66.00' S48'04'39"E L24 66.00' S48'04'39"E L25 66.00' S4743'20"E L26 66.17' N48'04'39W L27 66.06' S48'0439'E L28 66.02' S48'04'39"E L29 65.74' S48'04'39"E L30 20.73' N8643'43E L31 120.00' S48'15'15'E L32 96.29' S76'02'12'E L33 204.84' S48'13'31"E L34 161.22' N41'47'12"E L35 70.30' N48'17'05"W L3 & L4 HAVE BEEN OMITTED. 1 OE " 1 ,?I ✓ 1 / i7 1 3 1 4'35"E -r 430: hesapeake Court I j Alexandria Siib 'visiot I Pha= 2 Court r \ Ln EXISTING 15" SEWER UNE • Mi It �/ o�n.�bie'.���.t:}" L' %l,'/i,'s::�� :,..3..v�>•�7���'� j/ y/,s -- 6IN Lakeside Village Subdivision Phase 2 ZONED GS-GENERAI SUBURBAN ZONED GS-GENE SUBURBAN 11.25 Acre Common Aie e & Maintained by SP ' rook Homeowner'; Associatio Vol. 2 e. 241 Purple Martin Cove 50\/ 0 /X.\ 100 �-C`ALE IN,/r EET me - EXISTING CONTOUR (MAJOR) • EXISTING SANITARY SEWER LINE EXISTING CONTOUR (MINOR) " " EXISTING WATERLINE PLAT BOUNDARY -5-6 5 �- PROPOSED 6" SANITARY SEWER LINE PHASE LINE -= g B- PROPOSED 8" SANITARY SEWER LINE - - - - - - LOT LINE o PROPOSED SEWER MANHOLE p PROPERTY CORNER PROPOSED SEWER CLEANOUT -------------- PROPOSED-- EASEMENT LINE PROPOSED' 6" WATERLINE - EXISTING EASEMENT LINE -�_g PROPOSED 8" WATERLINE ROW LINE s" PROPOSED 12" WATERLINE w« PROPOSED 4' SIDEWALK PROPOSED FIRE HYDRANT 4`- $ - PROPOSED 6' SIDEWALK PROPOSED STORM SEWER r= PROPOSED STORM INLET FLOODPLAIN BOUNDARY FLOW DIRECTION CITY OF COLLEGE STATION GREENWAY DEDICATION AREA METES -AND' BOUNDS- ORDER OF PHASING All that certain lot, tract or parcel of land being 97.94 acres situated in the ROBERT STEVENSON LEAGUE, Abstract No. 54,,College Station, Brazos County, Texas and being the remainder of that EXISTING: PHASE 1A PHASE 6 certain called' W.25 acre tract' as described in deed f om Alton Goree Neelley to Lisa M: Neelley-, of record' irr- Volume:, 3-la page 493, Deed Records of Brazos County, Texas, said 97.94` acre PHASE 1 B PHASE tract being more particularly described by metes and bounds as follows: 8 PHASE 1 C BEGINNING-, at' a 3/4" iron- pipe found for the most southerly corner, said corner being the occupied most southerly corner of said called 99.25 acre tract, said corner also being the most easterly corner of the College Station I.S.D. Graham Rod School Site Future Phase 11 and being called 31.6338 acres as described in final plat of record in Volume 3202, page 65, said corner PHASE 2 FUTURE: PHASE 7 also being located in the northwest line of the Edward Froehling called 93.543 acre tract as described in Volume 3162, page 199; PHASE 3 PHASE 9 THENCE N 48' 04' 39" W, along the southwest line of Said called 99.25 acre tract and the northeast line of said College Station I.S.D. Future Phase 11 tract and Lot 1, Block 1 of Phase I being called 17.396 acres respectively a distance of 2062.17 feet to a 3/4" iron pipe found in the southeast right-of-way line of Graham Road for the most westerly corner, said corner being the PHASE 4 most northerly corner of said College Station I.S.D. Lot 1, Block 1; PHASE 5 NOTES: THENCE along the southeast right-of-way line of said Graham Road the following calls: N 43' 01' 42" E, distance of 935.93 feet to a 1/2" it n rod with cap set for angle point; 1. NORTH ORIENTATION IS BASED ON ROTATING THE SOUTHWEST LINE TO GRID N 41' 01' 27" E, a distance of 107.72 feet to a 1/2" iron rod with cap set for angle- point; and- NORTH. BY: UTILIZING.. GPS METHODS. N 41' 01' 27" E, a distance of 721.85 feet to a 5" fence corner post found for the most northerly corner, said corner being located in the occupied northeast line of said called 99.25 acre tract, said corner also being located in the occupied southwest. line_ of the.. Ralph D.. Lee, : Jr. -called- 10.0.0_. acce., tract_ as,described in Volume 148, page 300; 2. THE FOLLOWING EASEMENT INFORMATION PERTAINS TO THIS TRACT: A. THE RIGHT-OF-WAY EASEMENT TO THE CITY OF BRYAN RECORDED IN ,. the occupied northeast THENCE S 48' 32 17 E, along p VOL. 98 PG. 84 MAY AFFECT THIS e act and the occupied southwestTRACT BUT ITS LOCATION IS UN called 99.25 acre tract d line of said called 10.00 acre KNOWN. line of said callre tract a distance of p813.16 feet to an 8 fence-7 cornea post- found. for: an= interior corner, said cc rner being an occupied interior corner of said called 99.25 acre tract and also being the occupied most southerly corner of said called B. THE RIGHT-OF-WAY EASEMENT TO THE CITY OF BRYAN RECORDED IN 10.00 acre tract; VOL. 1764, PGS. 8 & 11 DOES AFFECT THIS TRACT AND IS SHOWN. C. THE EASEMENT TO THE CITY OF COLLEGE STATION IS RECORDED IN THENCE N 42' 19' 42" E, along the occupied northwest line of said called 99.25 acre tract and the occupied southeast line of said called 10.00 acre tract a distance of 518.84 feet to an 8" VOL. 3393, PG. 1 DOES AFFECT THIS TRACT AND IS SHOWN. fence corner post found for the most easterly north carrier, said corner being an occupied north corner of said called 99.25 acre tract, said corner also being located in the occupied southwest D. THE EASEMENT AND RIGHT-OF-WAY TO GTE SOUTHWEST INC. line of the Myrtle Tolson called 25.6 acre tract as desc ibed in Volume 3115, page 35; RECORDED IN VOL. 4003, PG. 122 DOES AFFECT THIS TRACT AND IS SHOWN. THENCE S 47' 43' 20" E, along the northeast line of said called 99.25 acre tract a distance of 1228.53 feet to an 8" fence corner post found for the occupied most easterly corner, said 3. THIS PROPERTY IS CURRENTLY ZONED GS, GENERAL SUBURBAN. corner being the occupied most easterly corner of said called 99.25 acre tract and also being located in the occupied northwest line of the Peyton Waller called 22.796 acre tract as described in Volume 327, page 90; 4. THE TOPOGRAPHY SHOWN IS FROM AERIAL MAPPING DEVELOPED IN 1994 FOR THE CITY OF COLLEGE STATION. THENCE S 41' 14' 58" W. along the occupied southeast line of said called 99.25 acre tract a distance of 957.05 feet to a 3/8" iron rod found for angle point, said corner being the occupied 5. THE SURVEY FOR THIS PROPERTY WAS PREPARED WITH THE BENEFIT OF A most westerly corner of said called 22.796 acre tract aid also being the occupied most northerly corner of said 93.543 acre tract; TITLE POLICY PREPARED BY BRAZOS COUNTY ABSTRACT COMPANY. ALL THENCE S 41' 53' 56" W, continuing along the occupied.- EASEMENT INFORMATION APPLICABLE TO THE SURVEY IS SHOWN ACCORDING TO southeast, line, of said, called_: 99..25 acre.. tract,. and. the, occu{.ied, northwest line of said called 93.543 acre tract a . distance.. of. 1325_98 . THIS; POLICY IN - GF NO.: - 140603. feet to the PLACE OF BEGINNING and containing 97.94 acres of land,. more- or less. And_, being., the, same.- property-: described in Deed from 6. THIS PROPERTY DOES NOT LIE WITHIN A 100-YEAR FLOOD HAZARD AREA AS Move Crossing Development, L.L.C. to Phi -Ton Investments, L.P., dated August 11, 2004, and recorded in Volume 6251, page 270, Official PER FLOOD INSURANCE RATE MAP (FIRM) NO. 48041 CO310F, DATED APRIL 2, Records. of Brazos.- County,, Texas;; 2014. THE 100-YEAR FLOODPLAIN SHOWN IS AS DETERMINED BY BASE FLOOD TRACT TWO: ELEVATION DATA FROM THE 100-YEAR FLOODPLAIN DELINEATION FOR THE SOUTH FORK OF LICK CREEK AND THE ALEXANDRIA SUBDIVISION PREPARED BY Being all that certain tract or parcel of land lying and being situated in the ROBERT STEVENSON LEAGUE, A-54 in College Station, Brazos County, Texas and being a portion of the 93.543 acre McCLURE ENGINEERING. tract conveyed to Edward Froehling by deed dated June 16, 1998 recorded in Volume 3162, Page 199 of the Official Records of Brazos County, Texas (O.R.B.C.) and being more particularly 7, CURVE LENGTHS SHOWN ARE ARC LENGTHS. described by metes and bounds as follows: BEGINNING: at a found 3/8-inch iron rod. marking the 8. THE 20' PUBLIC UTILITY EASEMENT ALONG THE PROPERTY LINE ADJACENT north corner of the said 93.543 acre tract, the west corner of the Peyton Waller 22.796 acre tract described in Volume 327, Page 90 of TO THE SCHOOL PROPERTY WILL BE USED FOR THE EXTENSION OF THE the 'Brazos County Deed Records (B.C.D.R.) and said iron rod being in the southeast line of the Phi -Ton Investments, L.L.P. 97.94 acre tract described in Volume 6251, Page 270 (O.R.B.C.); POWERLINES IN ORDER TO PROVIDE ELECTRICAL SERVICE TO THIS PROPERTY. SINCE THE ENTIRE LENGTH IS REQUIRED FOR THIS EXTENSION, THIS EASEMENT THENCE: S 45' 14' 21" E along the common line of the said 93.543 and 22.796 acre tracts for a distance of 423.66 feet to a found 5/8-inch iron rod for corner, said iron rod marking the WILL BE CONVEYED BY PLAT WITH THE DEVELOPMENT OF PHASE 1C. south corner of the said Waller tract and the west corner of the 11.254 acre Springbrook - Common Area described in Volume 2387, Page 241 (O.R.B.C.); 9. COMMON AREAS WILL BE OWNED AND MAINTAINED BY THE HOME OWNERS' THENCE: S 45' 19' 06" E along the common line of the said 93.543 and 11.254 acre tracts for a distance of 483.02 feet to a found 1/2-inch iron rod for corner, said corner marking the ASSOCIATION (HOA). north corner of ALEXANDRIA SUBDIVISION, PHASE 2-A as recorded in Volume 3847, Page 207 (O.R.B.C.); THENCE: S 44' 39' 11" W along the northwest line of said PHASE 2-A for a distance of 150.00 feet to a found 1/2-inch iron rod for corner, said iron rod marking the northeast corner of ALEXANDRIA SUBDIVISION, PHASE 2-B as recorded in Volume 3922, Page 284 (O.R.B.C.); THENCE: along the northeast line of said PHASE 2-B fo the following eight (8) calls: 1) N 45' 19' 06" W for a distance of 204.81 feet to a found 1/2-inch iron rod for corner, 2) N 73' 07' 40" W for a distance of 96.28 feet to a found 1/2-inch iron rod for corner, 3) N 45' 20' 49" W for a distance of 120.00 feet to a found 1/2-inch iron rod for corner, 4) S 89' 39' 11" W for a distance of 20.71 feet to a- found- 1/2-inch iron rod_for corner,- 5) 170.17 feet in a counter -clockwise direction along the- arc of -a- curve- having- a- central an -glen -of- 19-6. GO'.: 0.01%. o radius of, 50.00 feet, a tangent of 379.79 feet -and -:a long" chord:- bearing- S _ 82' 09' 11" W at a distance of 99.14 feet to a found3/4-inch iron pipe for a Point of Reverse Curvature; 6)' 5236- feet` along- the- arc- of. said reverse curve having a central angle of 60' 00' 00", a radius of 50.00 feet, a tangent of 28.87 feet and a long chord bearing S 14' 39' 11" W at a distance of- 50.00 feet- to- a- found-` 3/4-inch iron pipe far the Point of Tangency; 7) S 44' 39' 11" W for a distance of 430.90 feet to a found 3/4-inch iron pipe for the Point of Curvature of a curve to the right; 8) 39.27 feet along the arc of said curve having a central angle of 90' 00' 00", a radius of 25.00, feet, a- tangent -of. 25.00_ feet and a long chord bearing-- S 89' 39' 11" W at a distance of 35.36 feet to a found 3/4-inch iron pipe for the Point of Tangency; THENCE: - N . 45'. 20'. 49-" W: for: a : distance of 424.70. feet to a. 1/2-inch iron . rod., set. for: corner,. said-: iron; rod_ olscu beingq in! the northwest line of the beforesaid_ Froehling. 93.543_ acre tract,., and.: the Phi -Ton Investments, L.L.P. 97.94 acre tract; THENCE: N; 45' 03' 1 &' E: along_: the common line of the said 93.543 and 97.94 acre tracts for a distance of 491.74 feet to a found 8" dia. fence post; THENCE: N 44' 34' 14" E continuing along said comm n line for a distance of 296.58 feet to the POINT OF BEGINNING and containing 9.804 acres of land, more or less. VICINITY MAP I All ! f.:Z..'�� ;f.z ; z✓" 1 P.n,,.«�.w;:,. 5' K k a n, �3 situ E._a.r.<..�.. ...,, r (` i 4 1 J r � r°^-` Ul .._�,,.'. c ,� P 107.759 ACRES SAVE AND EXCEPT PHASE 1 A = 9.618 AC. PHASE 3 _ 8.708 A _ C PHASE 1B = HA 8 451 A . C PH ASE 4 7.152 AC. PHASE 1 C = 7.625 AC. PHASE 5 = 10.406 AC. PHASE 2 = 8.289 AC. PHASE 6 = 18.891 AC. PHASE 8 = 10.567 AC. REMAINING PHASES PHASE 7 = 15.961 AC. PHASE 9 = 13.523 AC. BLOCK 1, LOTS 1 THRU 21 BLOCK 9, LOTS 1 THRU 38 BLOCK 17, LOTS 1 THRU 10 BLOCK 2, LOTS 1 THRU 23 BLOCK 10, LOTS 1 THRU 10 BLOCK 18, LOTS 1 THRU 12 BLOCK 3, LOTS 1 THRU 12 BLOCK 11, LOTS 1 THRU 13 BLOCK 19, LOTS 1 THRU 10 BLOCK 4, LOTS 1 THRU 41 BLOCK 12, LOTS 1 THRU 13 BLOCK 20, LOTS 1 THRU 24 BLOCK 5, LOTS 1 THRU 7 BLOCK 13, LOTS 1 THRU 14 BLOCK 21, LOTS 1 THRU 26 BLOCK 6, LOTS 1 THRU 47 BLOCK 14, LOTS 1 THRU 14 BLOCK 22, LOTS 1 THRU 12 BLOCK 7, LOTS 1 THRU 38 BLOCK 15, LOTS 1 THRU 28 BLOCK 23, LOTS 1 THRU 5 BLOCK 8, LOTS 1 THRU 10 BLOCK 16, LOTS 1 THRU 24 ROBERT STEVENSON LEAGUE, A-54 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1 "=100' AUGUST, 2004 OWNER/DEVELOPER: REV. SEPTEMBER, 2004 Ed Froehling Builders OCTOBER, 2004 (REV. 2) 3887 High Lonesome (NOTE 8, SHEET 2 OF 2 ONLY) College Station, TX 77845 AUGUST, 2005 (REV. 2) (979) 776-8266 MAY, 2010 REV. 3) ( ) ENGINEER: JANUARY, 2015 (REV. 4) Kent: Laza;. P-:E.. y 4101 S. Texas Avenue, Suite A Bryan, TX 77802 (979) 846-6212 D O N D U R D E N I N C SHEET 2 OF 2 BRYANATON/NCOLLEEGELSTATDION d.b.a. CIVIL ENGINEERING CONSULTANTS 4101 S. TEXAS AVE, SUITE A BRYAN, TEXAS 77802 TEL: (979) 846--6212' FAX: (979) 846-8252 REGISTRATION #F-2214 M