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{ Sun Me doves Subdiviso \\ F.M. Arnold Tract 1 i ` \
J r ; , a Ph 1, 4137/254 Tract A -14.84 A.C. _ Tract B +
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rL - ` ' °m °' ONED R-2 o Agieland Subdivision 200/445 IXI5i1NG \ i I
/ a EXISTING 4.76C. - ZONED R-2 ExIsnNG �� ZONED A -O IXISi1NG ZONED A -O 5' INLET v _v \
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5' INLET EXISTING 18' PIPE Exisn G 18' PIPE
CITY OEC -BRYAN a D(ISTING f �* _EXII NG 18' PIPE
I 5• INLET --- --� 10' GTE SOttTF#WE NC. EgSEMEN-T ' O `�-� }
10 R.O.W. EASEMENT a ISITNG 24" PIPE ` NG
aI�IXISTING (STING 24' PIPE O 1 �' ___--_bra am RoG� t PIPE `ExIST1N ExIST1N 10 SEYIIER LINE __
/ p(j;'T1NG /401) I°22 15' INLET
1764 & 11) 18 PIPE it / ' . ° IP LJ 1 Ih 1 \ ! / ) EX __''
N43 014 35.93 47 CONC. PVMT. - 70 ROW -SING , P E a,2 °0127 E 721.85
V v i WATER NE
--- -- --.-- __�- __ _ C LET ----
a- a_a_ rt - -
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6.23 TI. a_a_a-�_rt rt_ rt -rt- -a- - - _ - - - -Itn- - -a- - - - - -rt- - -rt-a- - -a-a- - - - ' a C'
1.41 6.481 10.0 3 _a ` - _ -� -- -
r--- --------- ----'y - _ 60.57 64.57 61157 6.4.5.7' a 5;152 5.52_ 5. .5Z 54-5--`------� _]\_ I !STING . �`_---- -------- - -6E ,57 64.7 X07 8: 2.37 - 55.52- rt 0. X4.0 a 55.52'a a ` ` > -� 'L
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I t JUNG. BOX 1 t I t -I ------- l zr._ i_ I- - 10• I 2P PIPE i 1 �-
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1 _, I.P z I 1 t0' INLET I I I 1 1 I \ I 15 P.U.E 1 I I I I kP
l I _8t._ ---.,- I -A SIGN R m _ Z 1 z z z z I a1 iz - z z z 1112, t� (4- SWN 3 -1 '` t t t0 SIGN 3
1 u 14tAl�SCAPE I SKI! 14+ I as 1 P ! I I.P I P I� I P 1 P to I A I -p 14. 1 P I -P EASI]ENT L. I�� 3 - it O +r i LANDSCAPEN j C4 CU 1� w w I w j w w 1 + I I j w W Oo 04 -N1, n0 j CD ti Co LANDSCAPE 1 / 1 0 im ? m 1 EAsom+r !" o o �! o o o, o �„ o o ' o o o rn v w ca S4t'27't/ . V i�,� O -' O -' O O O, O O N W � r , 3 2 1 I c1 1• _$- ' N nwi Opo w 1 t pet , 2 U, j N, 0 4 � 7 � 8 •+'t -t> w P w� 11 \,:p •1, ? t t +� +� 4 • t 4' I? N\tii 1 - ca r�ii tv 1 1 v w C cnl (W :Ilo; int Iw t'Ic, 10 L4 tvw 12 1 �t 13 -sla+ �4� `oW 1J { rnw 16 Wlc, 17 olc,; l8 t Iw 19 w- W 0 0 71 i - °0 ' 115.00' I 4 Ir`t I = I� i o I w Ico .tc0� 4'Icn Ico ,Ico °flcn 0 1 I N: &a o } o o m t o ca v , !, \f BLOCK 1 1 t t i `` -- ! * c r, cD �j' 2 \� � ,
1 I ISI 11 ='`= t t I= t I= 1 x 15' INLk? t C !
S' P.tLE. ��, 0 1� \� ✓'� ,i�------�.�- t-.- t I t t m \\\t E I 1 II 1 I + rJt 1 I I WP.OE 1 rIt BLOCK: qg.3$�I >k (rn'tG"'1 sv \ 1 h.�--._`� BLOCK 1 \ twI BLOCK 1`�(TrPtcAg 2Yt .Sj¢. /' S7 S� 4Q Q4 =' a �, 9 -'a4 _ _ �6 _- - ,061a-'-- -�Q Sfz__ __64-.56.'__L_SQ SSz'-- - So ��-- __5_0M_� 69 5�-- - �Q.�`0-- -�"� `�2- - �SzQQ2� L6Q.QCL__ L-5152.'_ _ ��2__ _a5„_Z _ 'S�`_52'__ _, 5,.52 � _�5 52 _s5.5.� z__ -4'�Z$ � x � `-_ 12 t �_j
4 {r?\?g1 '- cD--a•--°° --'I- 2 ,11 " --.._�.. -- t 115.00" - , \
�..lL 4- -> a b t i a- -+ i , 18 PIPE-' I y ' Y \
'0 0 �' y Whitewln Lane ! - - �` 15' INLET f ' 24' PIPE JUNC. BOX t 01 r �? to \
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1 'U} �` 8 g 1 T13.62 60.00' 55.00 55.00' 55.00 55.00 55.00 55.00 60. 6' fi0.56' 55 52 60 00 I r80.00T _ 55.52 55.52-` 55.52 55.52 55.52' 55.52 \ 57.36 42.74 a
i `�' r t�a81 r ,s RUM BLOCK 4 ` --- ---- i Zi LOGIC 4�---- \ a KI"'„ BLOCK 5 tE"t, \ �' CITY OF
I A 21 t I I I 1 I I I i I I I , 1 I 1 I I i f I_ I I �-
I �� 1 ? ? t 1 OCK 4 I� 1� t� I P I� t� (O�L1 I� 1� z z z , o z z z z z z z rn 1 a io 4 COLLEGE STATION -
IP tp 14> I I I IP IP I+ Ip IP a
14. IP 1 IQ p
20' P.U.E. (J NOTE #10) S41' 5'21 "W ` E BLUCK 3 t°'-1 I J ; 04 00 -' w w o • m oo w / : w � as j m ` I W t o0 ao - w ; w oo Oo 1 I I S MONUMENT #131THIS EASEMENT yW�I1 BE 1 1 t 5 t I 1 I I J 1 cn o 2 cn o v o U, o v, O o v, o v, o, U, o U, o o, o ` I ul �, o w o v, o v, o �, o v o v, o I; 8_1'27'43"W I1 j 1 S41'S5'21_W €n t I? I P 3 I P 4 t 5 I P 6 I.t 7 I.c 8 Ii 9 r f 0 0 L 1 •1' SI I t a� P P r t r a ml -".-_"�CONVEYED Bl/ P T WITH , vel 3` 122.00' 1 �/ 0 0 0 0 0 c 0! 0 0 0 0 0 C 0 0 0 0 •p p t t 15.00' �L!� , 6 , o w w w w w w w w Iw Iw Iw ,t,t Iw Iw Iw iw 1cqw Iw w 1 ,(7,0 0 0 0 0 0 0 0 0 0 0 1 13 0 14 0 15 O lb O [7 0 18 0 20 21 t
THE DEVELOPMENT OF //// N c. , I +cn c y y `-A Ica _tcn tc5 _tca tco _Ica _Ica _tca _tca _tca I(n 1 1 1 _tco tco _tcD to to _to tco Ica of t Ui
PH SE 1C to i �-1 t� � 2 bl ii 1 1� 1� t 2W RUM I� t� t� t� � t� 1� t� 1 i Ibl I� I`4 I� t� t� +� \ 1: � 2-27' � � S \,
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114.52'- - 1 ° i S41'55'21 "W 1 t
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a� �: t' t z z z z z z z z z z z z z z z z cn = t t P
i S411'55'21"W t �m p Iolz1. \� �' i� 14� li> iP 1� 1. / 14z I -P 14, 14. I 1P 14' 1� IP IP 1? IA IP �I i' p O \ ate
I at \ w w - w w m t - ® oo -• w e0 w o0 w m w -• oo o ca, w _, ` S41'27 43'1N
1 1`14,52' 1 ° m S41'S5'21"W_ t 4 tt \ N a tn o in o � o � o U 0 � o � o � o � o � t �1 � o � o � o � o � ci � o \ � o- w - � _♦
I WI Q i 1 p t 41 n0 m 40 ;o- P 39 o P 3$ o 37 ,,{ 36 o f 'S o 34 0 33 0 32 0? 31 1 i 30 0 4: 29 0- o 0 0� - a o_3 0 0 W
1 t 122.00 t \ icl Iw Iw Iw (w Iw (w Iw Iw Iw 1 1 Iw • Iw 7g Iw 27 (w�lP � r �� 24 1-� t� iw 2 � i tko 115. 0' i � RALPHD`LEE \ 1
rn a t c,, � o 0 0 0 0 0 0 0 ! o 0 0 0 C 0_ o t o l' l N
1 8 NI KJI N rfl _ ra a _ O : 1t ca _ O _ : _ : L I O - O W ca : _. _._- O y i p \ -C
cin 1 \ _ I I= 11 = I= I- I I= I ht 1= I I I I= I= 11 I 1
- I �ti t• 4 P_I� - �\ \ 1rT t� Ig I� I� /tom I� 1 t� I P.UE' I Ib1 I� I� IS` r P. E I 1� I� 1 I I 1 F° 7 P
Colle e S hontI.S r i 1 Called 10.0056
g � I S41.55'21 "w 1 1 - Ip t 1 \ �� BLOCK 4 ' BLOCK 4 (TYpr- ql 0- to' INLEi BLOCK 4 r ° \ P \ 148/300 I I'll
-
Graham Roa Sc } of Site - ` - - ! 41'55'2 ' iO t\ 4 3_58' 55 4Q_ 60 Si4'_ t a 1
i - - a 35��=- - ---�Q9_--�`z,42- -'E�_- X56__ _3 �2-- -42 ��Q,Q2_ _.�2-- -�5 �2_ _��2� _�5 S2`_ _2 _ _52_� _Z�- -10- o?' ---- ----' \
Phase 1 c„ 1 122.0 ' �Z \ ~
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Lot t, tool rn 1 9 I , oA \\ y - - -_t=__-*_` - - - m ZONED A -O \
N 1 �n kn T Ri 4- -' i Crystal Dove Avenue -' Fr3n / -' r \ 18 PIPE r•4a�_a_a / ° - o
17.396,!0 AC. to I i S �t I \ L / ! x � I "24' PIPEJUNC. OX t ) \\
3201/65 1 t p I \ 4- -► J 2i B -B ASPH PVMT, 50' Row -► -, / -► - _ __, 1 0 ( \--------
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ZONED A O ------ ---- ----- ----- ------ ------------- ------
r- -� r r- - r= r - -r- - r - r- - T r ------r T 1 W
COIvf ON 55.00' 55.0000 55.Q0 55.00 55.00' 55.00' 55.00' 55.00' 55.00 55.00 55.00 55.00 55.00 55.00 55.00 55.OQ W.
I 1 �t / 1 122.00 tdn t I \ i - 9.24' \ i -.& .,
jjj I I 10 NI i . 1 Ar / s P.OE BLOCK 7 i 10• INLEi BLOCK 7
I �I I• 1 t \ I I I 1 t 1 I 1 I I I I I I 1 1 I I W \�
kt j To b o Vo. t t z z z - z z i z J% z co z z z z 2-30' ° a
1' // I `\ H to, to I � \ BLOCK %i- i to ft I �I - t� - co i ! -'Im atm -`IPou �ic�o �I� -'Im -Iib \ I t
l V + _S41.55 1 X I i ,� I- 1 0.723 ,ACRES tt y t /' � �Ili PIP �° t
'� = A N 57 Cn C77 Cn Cn p Ut cn O Ln
N CT Cn .
1 114.52 1 41'5 21 "W 1 ' L a`�r a -P ° J ' -N oP � - b -oP � b � oP_ oP 0 1 l 1 S41'27 3"W
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1 i rni n knl i i ow o°i olwo = 5 0 6 - _� 7 a 8 ocwa 9 a� �ouw� JJ 1_ -. 13 -. 14 -. 75 0. o_- 17 -- o_Q0 NI i 115.0' t _ \
{ I iI Ni v 7 N I 1 I- t 1- 1= t= 1= / c' _/ I t x I- t x 1 1 t o kn BLOC rb
tt ' *' a
U! 1 BLOCK2 v9 K7+ ! w P.uE t 1 1 I t 1 I I I 1 1 I I 1 1 1 p 2
S41'S5'2t"W t - --- _ _--S4i1' 5�1"W_bU.T4 ------ ------ ------------- - - r --� I
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1 '"\ 12 NI 18 i -z"I/fib - -- -- - -- 1D P.U.E --- - - -- - - t 11 i b } i 15. I
1 / \ - I O� PE ' 1110% INLET Iz Iz Iz IzTYPICAIa i'a tz iz 'z 'z Iz ` Iz Iz Iz Iz Iz Iz Iz Iz lz Iz Iz tz Iz, vel b 3
14� 14i IP 14, IP IA IP IA 14> IP t4> IP Ip I� to I? iP I� 14. 1-? 1-P 14�
i` J/ t _S4d'55'21 "W t _ � / Oo m - m cn P J -` m oo - Do j oo q f - q -• m (( 00 00 00 - aq - w - ao j o0 0 ag w od `al I �/ t x114.52' t0't a l'0 8 ° g �'� 10 �'°�' N !1' 1 i s 38 voP 37 cn cn� 35 c"0- 34 P 33 inso cno it'o c"o u'o �7 cno c"o c"o <"o' o'o i"�' c",,o i S41'2'43"W iINLET 0oolI oI I �6 I I I� 32 � �1 � 30 I•P 2 (t 2 It' It: 2 It t � s 72 P -i� 2 I . -
, rn- \� 1� I I IPE ' 10' INLET x _ - x - _ - _ " _ " a a
m o .o .0 .0 0 0 0 0 .o co o _o •_co
O o0 a- I '�-- � � i :: 1: I� "t�3 /' 1* I: tt % r� I: t� I: '� 1: I: 1� Iz !� J 1� I d 4 4
I ! f I I I 5 P.U.E. 1 5' IN I 1 t I / I I 1 I 1 i 1 I 1 I 5 P.U.E I I 1 I I 4 p
mt -- I 1 `t ° \ - (llptcuJ -rt BLOCK 7 / 1 \ �� Bj,UCK 7 trmtcAy BLUCK 7 _ r i p SCALE IN FEE
U e rs521'4r 11452 � `.. 37 Q!2 --§4.44'_- _.§.Q9Q'_- _SQ.44_ _4172 4Q.52 __551QV - U Q9' - -5 2Q_ 4iy QQ, - _-55 01- 55=09__ _ S.Q�_ _ 5. __ - 24� - -5� 42_ _ ��Q'_ ,5-q0 _55 RQ, _�5�4'- -_5_ Q9=_ 4Q,Z2 1 S41'27'43"W !
11
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S41'55'211N-114.52• A ° '` . -.._ 1 �.,. _ a_a-c �, .�_.__ a a_a_a >_n .c y .: a a a_a a_r_a_.� _ a_ _a_a_._a_r I 115.0Q
t w ° Turtle Dove Trail � I ` _ `; f ( Turtle Dove Trail \,�_�..1o'_II�t.Er ,t' JUNC. - o p
D P O I tt 14 . a 4- '�_ r B -B ASPH PVMT, 50' ROW a- � -4 1° \ F i t` I 27' B -B ASPH PVMT, 50' ROW - T8 PIPE 1 n 10 S p
TO HOLLOW E - 01 t --- ____-- _-- 3 ,: - ) S41'2T43"N!
T __-__TT R - ' , --
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I 1' _ I 1 ri 40.00 61.67 61.67 % 61.6 40.00 �t 6t s; 40.00 55.b 55 #5 ,-55.15 55.5 55.15 55.15 5 15 55.15 55.15 55.15 55.15 55.15 55.15 55.15 55.15 55.15 55.15 39.28 ��t ± i 15.00' i "____�
-., _ f -\_
+ 1, r 4' PIPE I BLOCK 8 t 1W P.U€ I % I LOCK .9 I/ W P.uE 1 I I i� BLOCK 91 I I I 1 t 1 BLOCK 9 t t 1 tc7c �` - -�--�
I z z f_Y , U z t z 1 / z j,f+Y1�0AU 1 z - z tz z z z z z z z z 42' PIPE l• l l b 6 �� R.B.TO1SOn &
O �' Cnt. e- 14> 14, E 14> 1 1 I I -P 1z 4> ..p I.P I -P I4> 14> t -P 14+ la t -P t� 14,
• 00 - C4 m m r s - m c4 c4 0 D4 co w o0 a • ao - w a4 a0 -• m 15' INLET ra I
1� o! 15 � __. of co 1 1 a 1 0 0 2 0 0 3 0 o q o 5 cai 1 r 4' F+tPE 0 2- 0 o -' o C5 o o - o j o -' o o o - o 0 0 0 1 .L d 1' Myrtle L. Tolson
o I PUE cn engin cn en -Ft r, cn �, cn cn a, cn t, cn t, cn �, in t, cn ,, cn a, 0t t 541`27'43"W Called 25.6 AC. 011t Of
O w Iw IZ9 Iw pl olw �Iw �'I0 4 5 0l 6 Iw ic"', 8 9 IO oI1 � 12 �c+ 13 �w 14 Qw 15 ow 16 q (A I7 'o 18 olw 19 pt m C - 115.00 � 42°19'4211E � 51,8.84'`� I S4 'S5 21 "W I tca tcatoo tca of io 0 m w _ 0 0 0 0� o o , o 0 0 0 0 0 0 0 0 0 o a Co NI a 0 I '� called
= o I= 1j 1= = I t % 1- 1= 1= I - I- I= I= 1= I t= I- o
`t `2° Gc 2 L `5 `L `C r2 `2 `: `L L ` 1 J
-,-/---,
J1( ` i 114.52' �I L t t t ----- t 2p• P� I I t t I I t UE I t I I I t j O i m 561231- _ 5S1D- - - ? 00 _-�S.OD-- ---8261; ---1 o.00 r--- MOLQQ--- 155 acre tract
I ,/ / t 16 �t------- ------ ------ ------ ------ --- --- - --- ------------ ----- ------ -- -- -_---- ------------- 115/35
=`= -- ----- - ( a -� ------------- ------ (Twtcrua w I - / I 1 I� I I f p
( 0 I 15 P.0 E 0 , _ p'"'4 _ 4� - - T ) W t 4. ' t tCr__) t I I I / I P 3
L� L'S5 21_">Y _� --_ 1• - z-_ - - -- �=-- - 5- -- -- -- -- - ! - - - -- - _ -- _ "- - __ -- - -t -- - o t o i I t
-� Itc 1 1
-- -- -- -- i 7 r- -- - - - 5 -- - 5 -- - r - - -- - - -ora xn BLOCK 6 Iz z z I I 16 t
4. qe 42' PIPE p t"'c iz IZ I I r I N42'16'40"E_ZONED A -O
r-- 4.52 - --' I Iz Iz Iz Iz I I 1 t I t I I I 1 I t I t t 8 , 0° o? 5 Oa a; 0? -
1 I Fo t -P 14. I P t -P cO ? Sa z -N z z z z z z z z z � of 0 pp?� b _ u'to - 0 °i � (A ' � I 110.00' t
1 v (o w - - w p i EO iP 1P IP tP P _t 14+ 14. _ I4. tP I4, I i4. 14> tP IP 1P ca O r3 t N •P • i� 10 top Oto f I I1-• m q - w - ao m oo -• o0 0? -' a cg o4 m • ao oa -• m o0 t N 1 L 0 i. I 1 1 cat - 12 w t - 13 115Z 1 0 'o -' o ! o of w 1 p w * S41'2T43"W I w w w SIL; 14to 0 Cn Cn O Cn O"-'n��•" - -' p� - O O -' O f O -' O O j O O -' O -' O 'O O '' O -' O 1 __ __ I GI -P Ut w V w I ��cnn\I o� 10 .P 9 P P \ m t �? P �7 P .p a, 3S p � 34 � cn cn 3 cn 4, P cn A cn cn �, 25 cn �, �4 0' t' y 4' 22 21. cn P 20 oI `° o ca o o % p 17A
"p I a l o w o8 o 7 0 6 1 s o- o 0 o ct o- 28 0 27 0 6 0 0 - o 23 ,, o_ Iw 1 i5.Q0' 1 - 1oI oICO
o) m t I 4 o�w olw w Ui 01 01w w (a olw o olw olw olw olw o,lw olw t i 1 1 p, � � � � � l t R
= m m o o _m _ca _o co _o _0 .o .0 _o _- I
S41'55'29 "W k a I - o _-. 0 o t N 1 - m o
/mply: e-10a1NLET 1= I= 1= 1= I= I= 1= x ,= I _ I= I= 1= 1• 1= 1x I t.t J I I I I \ I 1 • 1
/ 1 _ 114.52'- - F , I* I� ,* _rte - a I ' 100 9 iN w N42 16 40 E
f O Cn E, y I 1 I ! I I I ! 1 1 1 I BLOCK 6 1
1 o,l ,� BLOCK 8 •o t t BLOCK SI S OCI BLOCK 9 t I t t I I i 110.00 r
11 Q r 18 01 c �, 44.4Q _ s1' - --51= x`
, 48 PIPE / e f t 5 INLET / 1
0 1 OI 1 1 : , _ _61.52__ 42QQ. 47 v 4Q Q(L _ 5.15 _ _55J9-- -55zi - -- -- -55 ] - _ 515'_ - `�5 i�-- -5 15=_ _��.1�'- -_ -- - 15 _ _�� 15_- -5515-- -X5,16_, __�5J3 _ _ -;i i _ X0.72 >`� -�5 Q0'_ _� 90-- -5 4Q__ _55�Q_ _�� 94= _5�63_� / g
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I Dove Landm A nue to c 1 -. Dove d1n Avenue 10• INt i - ------ ---- I N42.1s'4o_
114.52' I g g N 7- PIPE I '-18• PIPE Dove Landing Avenue 4-\ 1 I
\A8I tnl 18' t 27' B -B ASPH PVMT, 50' R ti _4 - N ° 27' B ASPH PVMT, 50' ROW ° 48' PIPE to' INLEi JUNC BOX
{ � �cn I rnl IPE. _ 4- , -► 1* ; -, _* -► F 27' 8-B ASPH PVMT, 50' ROW .- + \ I 110.00 I
� / i9 - _ 4^
t o I BLOCK2 0 3 ;.`'4 .-- _ - --- C f CD gi ti�/ --- : ---- , - ----r ----T- -----r -----r- ---- �- --- ----r ----T- ---- - -- -- 4 ' ---T -----+- ----r- ------ -----r- ---- ,- ----r- ------ -----r- ---- •- -----r- - / - ---r- --- ,
_ ---- _--- _ 18
\ II z 40.00T 61.67' 61.67`- 61.67 39.99' i 40.00 55560 55.00 55.00 55.OQ 55.00 55.00 55.00 55.00 55.0'0' :0 OQ �\ ri 40.00 56.18 56x8 56.18 56.18 56.18 56.18 56.18' 56.18 56.18 56.18 56.18 56.17 40.56 `� BLOCK 6 N
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+ 114.5'P' 1 -0 BLOCK 10 ! ta: 1 1 I t 1 I I t I "1 t t t t t t I t t 1 I s PALE I I I- 1
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C7011ege Sta{i0n I.S.D. I I f`o fw j o0 0o NI I 14+ I.p I� I 1 P 1 p I -� I P t 14� 10' INLET' t P t P t P I P 1-P I -P 14= '�' I t P I p 14* t.P 1 P 14S41'55'21"W 1 Kn v .Ni .Ni -` _ �'°- d ° I ' 04- & 04 �t, : at t j_ a; o? Oo ' w m -' w w - _� w -• 00 - 00 w m I F°G>laham Road School Site 111 to 0P /` $ o' _ -• m _ m I o -` o -` O - o o I E� 1 1 -••vel r 9 c + 8 u' w 7 tr c.; 6 , i ;; 1 \ o, 2 rn � w rn i rn � =� °' °' °' °' °' p' I 1 g' oP 2 g' o °' oP °' q °' °' p' oP °' P 9' 4 °' 4' p P °' 4'I 114.52' w1 10 o w o o b o. /0 4 0 0 0 0 0 0 0 0 o a o 4 o S O 6 0 0 8 0 0 0 �. ___Fdef= h.633 , o0 1 t -l0 "'"to IcD t`° to I�...-3' �I 5 I �` 1 ✓ I w 9 �w 10 w 11 w 12 w 13 1 Iw Iw 3 (w Iw w w w w 9 I �0 I l I ooI oI J 1 = 10 1 18' ow 0w ow ow ow 7 ow 8 0 0 0 0 0 a o 0 0 0 0 0 '0 0 0�+ w w 1_ c; 13 w 14 +
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1 1 2p 1 I 1 1 I I ° 10' INLET P4 1�9 ►* 1:9 1� I� I 13 1:9 I: 1: I� 54" PIPE a 1 = 1 = I I = I = 11 - I 1 I I* I* I� 1* -
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► 2T B B ASPH PVMT, 5O' Rte\ 4- -► �II 4 F -s 27 B -B ASPH PVAJT, 50' ROW _+ - ° +_ _* 27' B -B ASPH PVMT, 50' ROW -► fit I F _. I \ I
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THIS EASEMENT WILL BE I wI PIPE r=- I __TMC1 t 10' <TY L) , � - 0 ..
I- 10_INLEr ---- •W ---__ L NLET -l--ti. ----- ------ ------ ---- ------- ------- -------------- ------- --60' PIPE 1 D e -e ------ ------ ------------- iTYa
CONVEYED BY PLAT yy�TH I - --- = t ---- --------- - --- �' ------ - ------ - ------------- ------------- ------ -------J m 1
THE DEVELOPMENT/bF - • 4 ° _ a - 6 - -_ S$.$4:_} - - - - - - -I'-::-_ - - d -- - - - - - - ¢, t . 25 F" 1 1 1 4
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_ I WI 1 ( I ' / n 30' PIPE Dove Chase Lane -' \° f/11
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10' INLET j
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/ [ z z z z z z Z z z z 18' BLOCK 6 1 I I I I I 1 I I I
WI 18' 10' INLET I I I4 frYp10A11 Iz 10' INLET' : I 21 PIPE X14+ 1 Ip I QIP' I 1� 1 Ip I I t IP I.zp I� IZ Iz � I (�IOAU "ON1
1 _S41'55'21'W _I PIPE I o 0 = it0 t \ J o j o + o 0 flkD -° o + o o J o ' o + o I a °° J $4 ; -•'�0 1� I t 1 1 1 'BLOCK 61 i i
I 114.52 wt 1 1 I 1 °' P 2 a, P 3 °' � 4 P •r. 5� I �. I rn •p 2 vt 4: 3 cn p 4 cn 4= 5 6 to P 7 cA - 8 cA 4: 9 cT - 10 N 11 to 4: 12 i - t 47 i• 46 p Op 45 w 6 44 n7 c5 43 : r 42 w 04 z I
1 `j I PI(A n.lU ole 000l� 1 r t olw mlw c0i1lw wive mlw oilw wlw olw �Iw �Iw 10' INLET 1 1 tDlw (w iA inlw vl� o 41 41 �I� 40 � 39 � 38 � 37 � 36 �Iz 35 ,I� 34 ,Iz 33 IN '
1 \ 0 .0 co _ ro . co . 0 .0 _ W . 0 _ 0 . ca 60' PIPE ' 10' INLET N 0 r'7 ro 1`t 0 1: 0 i�' Iw Ol0 -- CO -•Im Im -•IG4 to
I 12 rnl 1 I'D I� I IL} I I : 'X3' RCBC 1�9 1�9 I.�9 I 1�9 1�9 1�9 1�9 Imo+ 1�9 1�3 I 'I 'I a 1�, 1� -: W I 0 W_ rn 4, to 4• rn � -4 � rn 7 '" � 1 � � � i '\
I / \ / J BOX .: ' 30' PIPE ' 10 1 I 1 1 I I I I I I IX I 1 I. 0 �p \
Ln t 1 1 1 I p to PALE 1. Ira v IO 010 iT 10 00 l 1 _`' ,.SA.'I-- ra 1 is 10
to' mlEl BLOCK 23 3.90' le
w w w w----- ---- ----- --- -� 1 ----- ---- ---- I �= co v ravv ' � r T- r- B 6 r- ----r- fin' 1 I v r - - - -----r- -----r- -----r- -----,-- -----r- -----s- - ---r- ----- r-----r--�/ __---p-- __ --v-- -__--T- _- _ 'O C*i C*i I1JUNC,TL7 F a._ a a b a+ -a o -a a- a m --s _a -_a_ .� ..:n e- -n-a_ -_a-a- .. tF. ,tea'ml _ .-a a -a. •..a o-+w-a-a_a_a-a I'll-
- n m-a-na-----_y�"_ I I I I I I
MATCHLINE SHEET 'I OF 2 1 18" PIPE 18 PIPE � 1 1 . tc3' RCBC is PIPE a FHYI
-. „M u, m.,> -.T 30' PIPE JUNC eBDX t'' -
�� I 1 I 1
....:.� _ t a JUNC. BOX 1 NAATrCHLIN�` ET 1 F 2 �T I r`
�� 4 M M _ _ _ le venue tt 0 2 I 1 1 s 1
...=^-r„ .--^-' r ,e. _., -. .y _ ?,.- .,e... .-rs. ,.....-. A a. • 1 ( 1 I I �.!/.I �I'ILII�i rC !-lE� t�F 2
-..J_.L.-. ,v'.a M_ M 9. _ ugr K2 � _1 .M' ry 9 (:t,:. y� t•�,.x `a� MI. - . , fit. ^°.-a.+=�m r.., n .. •;.-c;^ .:, �+�
u__Q_t . .� g 1
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:. .,.
,- , .-:Y .� , ..abx. :ate J - ^•. .. n;.F. , r- -1 13Q..
..._,..7 i . e
N e v . a-3 �, ', i,�., � F Pte... � �� 7...r n
C 7 7 ( I t \ it I L.M.wm ax 1�,- aA1 .,Ct�%.,.._u� s5 as =w `� (,. t L 3 _ rn- s _;< a.rw €,
SHEET _ `Jr _ -``� � 38 B -B ASPH PVMT,.�g�c01�_ � :. �.�:.. � ^:.s.��s�; �., � �€�d���... ._a+ �:;. ,��,n:, i;�a � �.;zt;,�. rv.;
-� �I - T. �- 97-3 Rd� �- ° SHEET 2 OF 2 ', \� - -
- T--s5a�•_ _ 55aa'-- s5 ao - -scats---�8s�' 613 =�T �F 2
LEGEND
N
�I
NOT TOS
VICINITY MAP
TO SHEET 2 OF 2 FOR NOTES PERTAINING TO THIS PRELIMINARY PLAT.
01RELIMINARY -
PLAT
"I IMMOR RECOR
GEMEN111111121111_�I,
11111111111111111111111111 �
! 11 �LAm
I `;ELIMINA P
®I
1E CRO i
107.759 ACRES
�� SAVE AND EXCEPT
9.618 AC.
11
41 . •
°I
625 AC
41 •
• • AC.
PHASE
3
= 8.708
EXISTING CONTOUR (MAJOR) _ EXISTING SANITARY SEWER
LINE
4=7.152''
1
j
EXISTING CONTOUR (MINOR) EXISTING WATERLINE
8
= 10.567,
AC.
1.
PLAT BOUNDARY--�-��- PROPOSED 6" SANITARY SEWER
LINE
101
ME =111
ME
M PHASE LINE --••� 2-9- PROPOSED 8" SANITARY SEWER
LINE
- -
-
LOT LINE o PROPOSED SEWER MANHO
PROPERTY CORNER PROPOSED SEWER CLEANOUT
IE
=_______�
-------
PROPOSED EASEMENT LINE -y 6 "$- PROPOSED 6" WATERLINE
-
;
- EXISTING EASEMENT LINE -�� "�- PROPOSED 8" WATERLINE
ROW LINE -V-'2`"2- PROPOSED 12" WATERLINE'''
-M4 PROPOSED FIRE HYDRANT
PROPOSED 4' SIDEWALK
_ ._
- n- *-- n - PROPOSED STORM SEWER
= PROPOSED 6 SIDEWALK
® PROPOSED STORM INLET
FLOODPLAIN BOUNDARY
y
FLOW DIRECTION
K
z/� GREENWAY DEDICATION AREA
�//
VZ,,j
N
�I
NOT TOS
VICINITY MAP
TO SHEET 2 OF 2 FOR NOTES PERTAINING TO THIS PRELIMINARY PLAT.
01RELIMINARY -
PLAT
"I IMMOR RECOR
GEMEN111111121111_�I,
11111111111111111111111111 �
! 11 �LAm
I `;ELIMINA P
®I
1E CRO i
107.759 ACRES
�� SAVE AND EXCEPT
9.618 AC.
11
41 . •
°I
625 AC
41 •
• • AC.
PHASE
3
= 8.708
AC.
PHASE
4=7.152''
C.
PHASE
8
= 10.567,
AC.
REMAINING PHASES
PHASE 5 = 10.406 AC.
PHASE 6 = 18.891 AC.
PHASE 7 = 15.961 AC.
PHASE 9 = 13.523 AC.
I
(LOCK , , LOTS 1 THRU 21 BLOCK 9, LOTS 1 THRU 38 BLOCK 17, LOTS 1 THRU 10
(LOCK 2, L TS 1 THRU 23 BLOCK 10, LOTS 1 THRU 10 BLOCK 18, LOTS 1 THRU 2
LOCK 3
(L , LOTS 1 THRU 12 BLOCK 11 LOTS 1 THRU 13 BLOCK 19, LOTS 1 THRU 0
(LOCK 4, LC TS 1 THRU 41 BLOCK 12, LOTS 1 THRU 13 BLOCK 20LOTS 1 THRU 24
LOCK L ITS 1 THRU 7 BLOCK 13, LOTS 1 THRU 14 BLOCK 21, LOTS 1 THRU 28
LOCK , L TS 1 THRU 48 BLOCK 14, LOTS 1 THRU 14 BLOCK 22 LOTS 1 THRU 13
LOCK 7, LC TS 1 THRU 38 BLOCK 15, LOTS 1 THRU 28 BLOCK 23 LOTS 1 THRU 5
,LOCK 8, L TS 1 THRU 10 BLOCK 16, LOTS 1 THRU 24 ;Y '
Ii
ROBERT STEVENSON LEAGUE A--54
COLLEGE STATION, BRAZOS COUNTY, TEXAS
I• !! _ s
CAL 1: 1 100 AUGUST, 2004
•
REV. SEPTEMBER, 20 104
OCTOBER 2004
(RE 2
(NOTE 8, SHEET 2 OF 2 ONLY)
WN ; R DEVELOPER: AUGUST, 2005 (REV.' 2
. MAY 2010 REV. 3
9 ( )
i FroehlL ' Builders
; 9
587' High Lonesome ENGINEER:
Mlege tion, TX 77845 L Vj
176) 776-8266 �'�' C,1V,1,z ���7rELOPMEIVT',
CIVIL ENGINEERING 8c DESIGN -BUILD SERVICES
U RV Y R: Kent Laza, P.E. 10.
547 William D. Fitch Parkway, Suite 110
urtis Stro g, RPLS No. 4961 College Station, Texas 77840 °a,
prong Surveying *** I
'
22 Broadmoor a Suite 105 •
P.O. Box 11929, College Station, Texas 77 2
-yan, TTX 7802 (979) 431-0822 Fax: 866-413-0895 1
179.: 7 3
7 698 6 SHEET 1 OF 2 l� , .., -
�� l
I
o l-
10' INLET BLOCK 23
/ ..E
-Y Bve
MATCHLINE: SHEET 1 OF 218- PIPE 18 PIPE 30" PIPE�n
^.'";,n `= Pz amM Ga%�.-�f.4`� ;-w E:4� :tet-: F:�:; "��.�:.:. �U;f 4-54' �:ai"��..,�" ..SMI s-aM" r<rnn-� i.��W,
SHEET 2 OF 2 I- -
- I
-44/1053561'-&;, 539.55'
�� CITY OF COLLEGE STATION 20 P.U.E.
(3393/1) Edward Froehling i E
�j Remainder of 93.543 AC.
3162/199 I
ZONED R-1
�, ��jj'✓ / � f rf r
;f
�El�/E ` f E "" • E% E E E r i®� ®0
Li
,v1�T OF SBA E~FLOOD, AS
.EEE , r <f/ SEED OFF FINAL PLAN
\ s Pesti'pgal�Lane
\\ JJ \
I C3, C4• C5, C6, C14, C17, C18, C57, C58, C62 & C65 HAVE BEEN OMITTED.
Phase
t
. �o
a
1 Vt O Of
t0 P O
cp . c0
30' PIPE (1�1) J/ JUNC
_co .
•_1-1 ---- r- L.-
---- - ----- - -----r-Lima
- -r- -----r-- ----r -----s- -'• s s r _ -sem
Y
m
rn
I
zi
Moo
� cl
- r
1
T.
� . n ��
a x3 RCBC 18 PIPE a JUNC. 80X I f a 4 2
�e I ilrA F Lil,j ET 1 OF
E le v ue
tet_ ,.
i
3i3. 8-9 ASts PVl T; moo' ROW_ FX - SHEET T 2 OF 2 J
6X3 RCBC I � .. , - - - - - -356'-55.aar- -�•--TJ5.6t5' fiB�S'--
$:
NCREfE `a O I 11 1
2' t0
.. '` "
� z
8 05
s - ,Ed'Froehling
w ®» ®� '.. 9.S Acre :Tracf ,
„ - ZONED/R=1 .._ Gammon Aiea _
\ ` V,e
No .,2 EXISTING 15" � A
-, b5,Ac SEWER UNE �
1 `
s
It
edge
?J
N ' 7, ,413511 E � ,1CX
Lakeside Village
CURVE TABLE,
CURVE' "TABLE
LENGTH
Phase 2
CURVE
CURVE
\
t
RADIUS
Alex
mdria Subdivis
Phase 4B
on �\
\`
CHORD BEARING
Cl
39.75'
25.00'
91'06'21"
ZONED R 1
35.69'
S0731'29'E
C2
39.27'
.f
90'00'00"
25.00'
{
N8655'21 "E
C7
39.47'
25.00'
90'27'38"
25.20'
35.50'
NO3'18'28"W
CS
39.46'
25.00'
90'26'16'
25.19'
35.49'
S86'14'35W
C9
39.08'
25.00'
89'33'44"
I C3, C4• C5, C6, C14, C17, C18, C57, C58, C62 & C65 HAVE BEEN OMITTED.
Phase
t
. �o
a
1 Vt O Of
t0 P O
cp . c0
30' PIPE (1�1) J/ JUNC
_co .
•_1-1 ---- r- L.-
---- - ----- - -----r-Lima
- -r- -----r-- ----r -----s- -'• s s r _ -sem
Y
m
rn
I
zi
Moo
� cl
- r
1
T.
� . n ��
a x3 RCBC 18 PIPE a JUNC. 80X I f a 4 2
�e I ilrA F Lil,j ET 1 OF
E le v ue
tet_ ,.
i
3i3. 8-9 ASts PVl T; moo' ROW_ FX - SHEET T 2 OF 2 J
6X3 RCBC I � .. , - - - - - -356'-55.aar- -�•--TJ5.6t5' fiB�S'--
$:
NCREfE `a O I 11 1
2' t0
.. '` "
� z
8 05
s - ,Ed'Froehling
w ®» ®� '.. 9.S Acre :Tracf ,
„ - ZONED/R=1 .._ Gammon Aiea _
\ ` V,e
No .,2 EXISTING 15" � A
-, b5,Ac SEWER UNE �
1 `
s
It
edge
?J
N ' 7, ,413511 E � ,1CX
Lakeside Village
CURVE TABLE,
CURVE' "TABLE
LENGTH
Phase 2
CURVE
CURVE
LENGTH
RADIUS
DELTA
TANGENT
CHORD
CHORD BEARING
Cl
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'
N8655'21 "E
C7
39.47'
25.00'
90'27'38"
25.20'
35.50'
NO3'18'28"W
CS
39.46'
25.00'
90'26'16'
25.19'
35.49'
S86'14'35W
C9
39.08'
25.00'
89'33'44"
24.81'
35.22'
S03'45'25'E
C1 o
39.07'
25.00'
89'32'22"
24.80'
35.21'
N86'41'32"E
C11
39.47'
25.00'
90'27'38"
25.20'
35.50'
S03'18'28"E
C12
39.07'
25.00'
89'32'22"
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'
S2T39'20"E
C16
13.59'
25.00'
31'09'02"
6.97'
13.43'
S63'17'51"E
C17
--
--
--
--
--
--
C18
--
--
--
--
--
--
C19
39.27'
25.00'
90'00'00"
25.00'
35.36'
S03'04'39E
C20
39.56'
25.00'
90'40'23"
25.30'
35.56'
N8635'10"E
C21
229.88'
430.00'
30'37'52"
117.76'
227.16'
S5633'54'W
C22
39.26'
25.00'
89'58'35'
24.99'
35.35'
NO3'05'22W
C23
39.27'
25.00'
90'00'00'
25.00
35.36'
S8655'21'W
C24
39.27'
25.00'
90'00'00"
25.00'
35.36'
NO3'04'39'W
C25
13.62'
25.00'
31'12'54"
6.98'
13.45'
N63'41'06'W
C26
133.02'
50.00'
5725'48
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' 0"
0
25.00
35.36'
NO3'04'39"W
C29
38.79'
25.00'
88'5339'
24.52'
35.01'
SBT28'31 "W
C30
36.66'
25.00'
84'01'02"
22.52'
33.46'
S83'55'52W
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'
N65'40'52"W
C33
40.27'
25.00'
9717'30"
26.02'
36.06'
N04'13'24W
C34
39.27'
25.00'
90'00'00"
25.00'
35.36'
N86'55'21 "E
C35
39.27'
25.00'
90'00'00'
25.00'
35.36'
S03'04'39"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'
NO3'04'39"W
C38
39.27'
25.00'
90'00'00"
25.00'
35.36'
1 N8655'21'E
C39
39.27'
25.00'
90'00'00"
25.00'
35.36'
SOTOV39"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'
NO3'04'39'W
C42
39.27'
25.00'
90'00'00"
25.00'
35.36'
N8955'21 "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'
35.36'
S8655'21'W
C45
39.27'
25.00'
90'00'00"
25.00'
35.36'
NOTO4'39"W
C46
39.27'
25.00'
90'00'00"
25.00'
35.36'
N8655'211 "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'
NO3'04'39W
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'
S0704'39"E
C52
39.27'
25.00'
90'00'00'
25.00'
35.36'
S8655'21 "W
C53
39.26'
25.00'
89'58'35"
24.99'
35.35'
NON05'22'W
C54
39.28'
25.00'
90'01'25'
25.01'
35.36'
N86'54'38`E
C55
39.27'
25.00'
90'00'00'
25.00'
35.36'
SOTOV39'E
C56
42.72'
25.00'
9T54'04"
28.71'
37.71'
SOT01'41 "E
C59
98.49'
425.00'
13'16'39"
49.47'
98.27'
S35'17'01"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"
82.08'
160.26'
S68'29'09"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'
NO3'18'28'W
C66
44,72'
25.00'
10729'22"
31.14'
38.99'
S21'01'56'E
C67
76.64'
375.00'
11'42'36"
38.45'
76.51'
S36'04'03"W
C68
39.07'
25.00'
89'32'22"
24.80'
35.21'
S86*41'32"W
C69
39.47'
25.00'
90'27'38'
25.20'
35.50'
NO3'18'28"W
C70
38.51'
25.00'
88'15'46'
24.25'
34.82'
N86'03'1 4"E
C71
168.58'
430.00'
22'27'43'
85.38'
167.50'
N61'02'45W
C72
39.27'
25.00'
90'00'00"
25.00'
35.36'
S03'04'39E
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'
35.36'
N86 55'21 "E
C76
39.27'
25.00'
90'00'00'
25.00'
35.36'
S03'04'39"E
C77
39.27'
25.00'
90'00'00"
25.00'
35.36'
S8655'21 *W
C78
39.27'
25.00'
90'00'00"
25.00'
35.36'
NOTOV39"W
C79
39.27'
25.00'
90'00'00"
25.00'
35.36'
N86"55'21 "E
C80
39.27'
25.00'
90'00'00"
25.00'
35.36'
SOTO4'39'E
Cal
39.27'
25.00'
90'00'00"
25.00'
35.36'
S86'55'21 "W
C82
39.27'
25.00'
90'00'00'
25.00'
35.36'
NOT04'39'W
C83
39.27'
25.00'
90'00'00'
25.00'
35.36'
N86'55'21 "E
C84
39.27'
25.00'
90'00'00"
25.00'
35.36'
SOTO4'39"E
C85
39.27'
25.00'
90'00'00"
25.00'
35.36'
S86'55'21 "W
C86
39.27'
25.00'
90'00'00"
25.00'
35.36'
NO3'04'39W
C87
39.27'
25.00'
90'00'00"
25.00'
35.36' 1
N86'S5'21 "E
C88
39.27'
25.00'
90'00'00'
25.00' 1
35.36' 1
S03'04'39"E
C89
39.27'
25.00'
90'00'00'
25.00' 1
35.36' 1
58655'21 "W
C90
39.27'
25.00'
90'00'00"
25.00' 1
35.36' 1
NO3'04'39W
I C3, C4• C5, C6, C14, C17, C18, C57, C58, C62 & C65 HAVE BEEN OMITTED.
Phase
t
. �o
a
1 Vt O Of
t0 P O
cp . c0
30' PIPE (1�1) J/ JUNC
_co .
•_1-1 ---- r- L.-
---- - ----- - -----r-Lima
- -r- -----r-- ----r -----s- -'• s s r _ -sem
Y
m
rn
I
zi
Moo
� cl
- r
1
T.
� . n ��
a x3 RCBC 18 PIPE a JUNC. 80X I f a 4 2
�e I ilrA F Lil,j ET 1 OF
E le v ue
tet_ ,.
i
3i3. 8-9 ASts PVl T; moo' ROW_ FX - SHEET T 2 OF 2 J
6X3 RCBC I � .. , - - - - - -356'-55.aar- -�•--TJ5.6t5' fiB�S'--
$:
NCREfE `a O I 11 1
2' t0
.. '` "
� z
8 05
s - ,Ed'Froehling
w ®» ®� '.. 9.S Acre :Tracf ,
„ - ZONED/R=1 .._ Gammon Aiea _
\ ` V,e
No .,2 EXISTING 15" � A
-, b5,Ac SEWER UNE �
1 `
s
It
edge
?J
N ' 7, ,413511 E � ,1CX
Court
J
Lakeside Village
CURVE TABLE,
Subdivision
LENGTH
Phase 2
CURVE
ZONED R-1
I�
DELTA TANGENT
l
r
Alexan
Jda Sublvisiol
Phase 21#
1r�
90'00'00"
25.00'
t
N86'55'21'
C92
39.27'
Z
)NED R-1
25.00'
35.36'
SOTO4'39'E
C93
39.27'
25.00'
90'00'00"
25.00'
35.36'
SS6'55'21*W.
C94
39.26'
25.00'
89'58'35"
24.99'
35.35'
No3'05'22'W
C95
1 39.28'
25.00'
90'01'25'
25.01' 1
35.36'
N865438E
C96
39.27'
f
90'00'00"
25.00'
35.36'
S03'04'39"E
C97
39.42'
25.00'
90'21'19"
25.16'
35.46'
S8TO6'00'W
C98
39.11'
25.00'
89'38'41"
24.85'
35.25'
N0754'00'W
�
1
25.00'
90'00'00"
� 1
Court
J
1
O
® Spring ok-Cypress
Meadow division
_ Phase
Z ZONED R-1
11.254`Acre Common Are
Owned & Maintained by
Spnnglirook Homeownee
23.8-71Q241
Q
M
Purple Martin Cave
50 0 100
ALE IN EET
,r
E'
-^-_ METES AND BOUNDS ORDER OF PHASING
Lakeside Village
CURVE TABLE,
Subdivision
LENGTH
Phase 2
CURVE
ZONED R-1
I�
DELTA TANGENT
1
O
® Spring ok-Cypress
Meadow division
_ Phase
Z ZONED R-1
11.254`Acre Common Are
Owned & Maintained by
Spnnglirook Homeownee
23.8-71Q241
Q
M
Purple Martin Cave
50 0 100
ALE IN EET
,r
E'
-^-_ METES AND BOUNDS ORDER OF PHASING
LEGEND
LINE TABLE
CURVE TABLE,
CONT.
LENGTH
BEARING
CURVE
LENGTH
RADIUS
DELTA TANGENT
CHORD
CHORD BEARING
C91
39.27'
25.00'
90'00'00"
25.00'
35.36'
N86'55'21'
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'
SS6'55'21*W.
C94
39.26'
25.00'
89'58'35"
24.99'
35.35'
No3'05'22'W
C95
1 39.28'
25.00'
90'01'25'
25.01' 1
35.36'
N865438E
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'
S8TO6'00'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'
N8655'2 'E
C10o
39.27'
25.00'
90'00'00"
25.00'
35.36'
SOXOV39"E
C101
39.42'
25.00'
91721'19"
25.16'
35.46'
1 S8706'00'W
C102
39.11'
25.00'
89'38'41"
24.85'
35.25'
N0754'00'W
C103
39-27'
25.00'
90'00'00'
25.00'
35.36'
N86'55'21'E
C104
39.27'
25.00'
90'00'00'
5.00'
35.36'
SO.TO V39"E
C105
39.42'
25.00'
90'21'19"
5.16'
35.46'
S87 -06'00"W
C106
39.11'
25.00'
89'38'41'
4.85'
35.25'
NO2'5eOO* ! .
C107
1 39.27'
25.00'
90'00'00"
5.00'
35.36'
N86'55'21"E
C108
39.27'
25.00'
9700'00'
25.00'
35.36'
SO 04'39E
C109
39.42'
25.00'
90'21'19"
25.16'
35.46'
S87*06'00'W
C110
39.11'
25.00'
89'38'41"
24.85'
35.25'
NO2-54'00"W
C711
39.27'
25.00'
90'00.00"
25.00'
35.36'
N86'55'21 "E
C112
39.34'
25.00'
90'09'21"
25.07'
35.40
N86'49'15'E
C113
52.36'
50.00'
61700'00'
28.87' 1
50.00'
N11'4435'E
C114
170.16'
50.00'
.
194. 59 3
2
380.05' 1
99.15'
S79'14'16'IN
LEGEND
LINE TABLE
EX
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'
N41'55'21 "E
L7
89.80'
N41'55'21 "E
L8
65.42'
S4fr04'39*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
L15
103.04'
S80'59'35"E
L16
20.58'
N28'3B'42"E
L17
67.55'
S80'59'35E
L18
65.00'
S48'04'39"E
L19
65.00'
S48'0439"E
L20
65.00'
S48'04'39"E
L21
65.00'
S47*43'20"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'
547'43'20"E
L26
66.17'
N48'04'39'W
L27
66.06'
S4604'39"E
L28
66.02'
S48'04'39"E
L29
65.74'
S48'04'39"E
L30
20.73'
N86'43'43'E
L31
120.00'
S48'15'l5'E
L32
96.29'
S76'02'12"E
L33
204.84'
548'13'31"E
L34
161.22'
N41'47'12'E
L35
70.30' 1
N48'17'05'W
LEGEND
VICINITY MAP
-
EX
STING CONTOUR MAJOR _ EXISTING SANITARY SEWER LINE
said corner being located in
tract as described in Volume
-
EX
STIG CONTOUR MINOR EXISTING WATERLINE
F
I
PLAT
BOUNDARY -�-y "- PROPOSED 6" SANITARY SEWER LINE
IM IM M=
ME M
PHASE
LINE PROPOSED 8" SANITARY SEWER LINE
- -
-
LOT
LINE o PROPOSED SEWER MANHOLE
p
comer of `said called 99.25 ..acre tract, said corner also
PROPERTY
CORNER PROPOSED SEWER CLEANOUT
-----------------
PHASE 7
PROPOSED
EASEMENT LINE PROPOSED 6" WATERLINE
- - -
- -
EX
STING EASEMENT LINE Y$ "g PROPOSED 8" WATERLINE
G
PHASE 2
RON
LINE -Y "'�- PROPOSED 12" WATERLINE
-
10.00 acre tract "
ac a distance of 813.16 feet to an 8
PROPOSED
4' SIDEWALK °""` PROPOSED FIRE HYDRANT
PHASE
0.
1B
-*-n-*-*- PROPOSED STORM SEWER
AC.
fence corner
10.00 acre
PROPOSED
6' SIDEWALK
interior corner, said corner
being an
Wn
® PROPOSED STORM INLET
PHASE 3
the occupied most southerly corner of said called
F
� ODPLAIN BOUNDARY
FEBRUARY 9, 2000. THE 100 -YEAR FLOODPLAIN SHOWN IS AS DETERMINED BY
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-; L.S.D. Future Phase II tract and Lot 1, Block 1
y FLOW DIRECTION
Builders
G
EENWAY DEDICATION AREA
TRACT TWO: BASE FLOOD ELEVATION DATA FROM THE 100 -YEAR FLOODPLAIN DELINEATION
VICINITY MAP
All that certain lot t STEVENSON-
., tact or parcel of land being 97.94 acres situated in the ROBERT VLEAGUE, Abstract No. 54, College-Slation Bca2os`-County, Texas and being he remainder of that
certain called 99.25 acre tract as described in deed from Alton Goree Neelley to Lisa M. Neelley, of record in Volume 318, p4e 493, Deed Records of Brazos County, Texas, said 97.94 acre
•
EXISTING.
s�
FUTURE. PHASE 6
said corner being located in
tract as described in Volume
9J,
2. THE FOLLOWING EASEMENT INFORMATION PERTAINS TO THIS TRACT:
FOR THE CITY OF COLLEGE STATION.
F
I
tract being more particularly described by metes and bounds as follows:
�O G�
AC.
1 B
PHASE 5
BEGINNING at
a 3/4" iron pipe found for the most southerly comer, said comer being the occupied most southerly
comer of `said called 99.25 ..acre tract, said corner also
NOT
0 SCALE
PHASE 1C
PHASE 7
2)
EASEMENT INFORMATION APPLICABLE TO THE SURVEY IS SHOWN ACCORDING TO
THENCE S 41' 53' 56" W. continuing along the occupied southeast line of said called 99.25 acre tract and the occupied northwest line of said called 93.543 acre tract a distance of 1325.98 THIS POLICY IN GF NO. 140603
easterly corner of the College Station I.S.D. Graham Road School Site Future Phase II and being called 31.6338 acres
as described in final plat of record in Volume 3202, page
65, said corner
G
PHASE 2
PHASE 9
scyq
southwest line of said called
10.00 acre tract "
ac a distance of 813.16 feet to an 8
L9
page 199;
PHASE
0.
1B
= Q.4 1
5
AC.
fence corner
10.00 acre
post
tract;
found for an
interior corner, said corner
being an
Wn
of said called
PHASE 3
the occupied most southerly corner of said called
_ _
B. THE RIGHT-OF-WAY WAY EASEMENT TO THE CITY OF BRYAN RECORDED IN
VOL. 1764, PGS. 8 & 11 DOES AFFECT THIS TRACT AND IS SHOWN.
FEBRUARY 9, 2000. THE 100 -YEAR FLOODPLAIN SHOWN IS AS DETERMINED BY
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-; L.S.D. Future Phase II tract and Lot 1, Block 1
of Phase I being
Builders
fair
TRACT TWO: BASE FLOOD ELEVATION DATA FROM THE 100 -YEAR FLOODPLAIN DELINEATION
t�� fi� 3
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
C. THE EASEMENT TO THE CITY OF COLLEGE STATION IS RECORDED IN
�q
PH
I, LOTS
qL�
= 7.625
most northerly
corner of said College Station I.S.D. Lot 1, Block 1;
42' 19'
42" E, along
PROJECT
of said
called 99.25 acre tract
LOCATION
All that certain lot t STEVENSON-
., tact or parcel of land being 97.94 acres situated in the ROBERT VLEAGUE, Abstract No. 54, College-Slation Bca2os`-County, Texas and being he remainder of that
certain called 99.25 acre tract as described in deed from Alton Goree Neelley to Lisa M. Neelley, of record in Volume 318, p4e 493, Deed Records of Brazos County, Texas, said 97.94 acre
•
EXISTING.
PHASE 1A
PHASE
FUTURE. PHASE 6
said corner being located in
tract as described in Volume
the occupied northeast line of said called 99.25 acre
148, 300;
2. THE FOLLOWING EASEMENT INFORMATION PERTAINS TO THIS TRACT:
FOR THE CITY OF COLLEGE STATION.
PHASE
I
tract being more particularly described by metes and bounds as follows:
-
AC.
1 B
PHASE 5
BEGINNING at
a 3/4" iron pipe found for the most southerly comer, said comer being the occupied most southerly
comer of `said called 99.25 ..acre tract, said corner also
being the most
PHASE 1C
PHASE 7
2)
EASEMENT INFORMATION APPLICABLE TO THE SURVEY IS SHOWN ACCORDING TO
THENCE S 41' 53' 56" W. continuing along the occupied southeast line of said called 99.25 acre tract and the occupied northwest line of said called 93.543 acre tract a distance of 1325.98 THIS POLICY IN GF NO. 140603
easterly corner of the College Station I.S.D. Graham Road School Site Future Phase II and being called 31.6338 acres
as described in final plat of record in Volume 3202, page
65, said corner
occupied northeast line
P
PHASE 2
PHASE 9
and the occupied
P
southwest line of said called
10.00 acre tract "
ac a distance of 813.16 feet to an 8
also being located in the northwest line of the Edward Froehling called 93.543 acre tract as described in Volume 3162,
page 199;
PHASE
1
1B
= Q.4 1
5
AC.
fence corner
10.00 acre
post
tract;
found for an
interior corner, said corner
being an
occupied interior corner
of said called
PHASE 3
the occupied most southerly corner of said called
_ _
B. THE RIGHT-OF-WAY WAY EASEMENT TO THE CITY OF BRYAN RECORDED IN
VOL. 1764, PGS. 8 & 11 DOES AFFECT THIS TRACT AND IS SHOWN.
FEBRUARY 9, 2000. THE 100 -YEAR FLOODPLAIN SHOWN IS AS DETERMINED BY
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-; L.S.D. Future Phase II tract and Lot 1, Block 1
of Phase I being
Builders
TRACT TWO: BASE FLOOD ELEVATION DATA FROM THE 100 -YEAR FLOODPLAIN DELINEATION
i887 Hlgh
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
C. THE EASEMENT TO THE CITY OF COLLEGE STATION IS RECORDED IN
PHASE 4
PH
I, LOTS
E 1 C
= 7.625
most northerly
corner of said College Station I.S.D. Lot 1, Block 1;
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.
LOTS
� 1 THRU 12 BLOCK 11, LOTS 1 THRU 13 BLOCK 19, LOTS 1 THRU 10
NOTES:
PHASE 8
LOCKA,
LOTS
1 THRU 41 BLOCK 12, LOTS 1 THRU 13 BLOCK 20, LOTS 1 THRU 24
THENCE along
the southeast right-of-way line of said Graham Road the following calls:
8. THE 20' PUBLIC UTILITY EASEMENT ALONG THE PROPERTY LINE ,ADJACENT
BEGINNING: at a found 3/8 -inch iron rod marking the north corner of the said 93.543 acre tract, the west corner of the Pe -`:rt -Waller 22.796 acre tract described in Volume 327, Pae 90 of
Y 9 TO THE SCHOOL PROPERTY WILL BE USED FOR THE EXTENSION OF THE
LOCK
LOCK
, LOTS
1 THRU 7 BLOCK 13, LOTS 1 THRU 14 BLOCK 21, LOTS 1 THRU 28
TS 1 THRU 48 BLOCK 14 LOTS 1 THRU 14 BLOCK 22 LOTS 1 THRU
h 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 descr►bed in Volume 6251, Page 270 (O.R.B.C.), POWERLINES IN ORDER TO PROVIDE ELECTRICAL SERVICE TO THIS PROPERTY.
N 43' 01' 42"
E, distance of 935.93 feet to a 1/2" iron rod with cap set for angle point;
LO,
113
1. NORTH ORIENTATION IS BASED ON
ROTATING THE SOUTHWEST LINE TO GRID
f
LOCK
N 41' 01' 27"
E, a distance of 107.72 feet to a 1/2" iron rod with cap set for angle point; and
5
NORTH BY UTILIZING
GPS METHODS.
trong
(Su;
'
� 4
Si 371 d
3 � ,
YS
1
107.759 ACRES
N 41' 01'
tract, said
27" E, a distance of 721.85 feet to a 5" fence corner
comer also being located in the occupied southwest line
post found for the most
of the Ralph D. Lee, Jr.
northerly comer,
called 10.00 acre
said corner being located in
tract as described in Volume
the occupied northeast line of said called 99.25 acre
148, 300;
2. THE FOLLOWING EASEMENT INFORMATION PERTAINS TO THIS TRACT:
FOR THE CITY OF COLLEGE STATION.
PHASE
1 A
_ -
9.618
AC.
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
page
A. THE RIGHT-OF-WAY EASEMENT TO THE CITY OF BRYAN RECORDED IN
PHASE 6 - 18.891 AC.
2)
EASEMENT INFORMATION APPLICABLE TO THE SURVEY IS SHOWN ACCORDING TO
THENCE S 41' 53' 56" W. continuing along the occupied southeast line of said called 99.25 acre tract and the occupied northwest line of said called 93.543 acre tract a distance of 1325.98 THIS POLICY IN GF NO. 140603
THENCE S
48' 32'
17" E, alongthe
occupied northeast line
P
of said
called 99.25 acre tract
and the occupied
P
southwest line of said called
10.00 acre tract "
ac a distance of 813.16 feet to an 8
VOL. 98, PG. 84 MAY AFFECT THIS TRACT, BUT IT'S LOCATION IS UNKNOWN.
7. _ - 15.961 AC.
PHASE
1
1B
= Q.4 1
5
AC.
fence corner
10.00 acre
post
tract;
found for an
interior corner, said corner
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 WAY EASEMENT TO THE CITY OF BRYAN RECORDED IN
VOL. 1764, PGS. 8 & 11 DOES AFFECT THIS TRACT AND IS SHOWN.
FEBRUARY 9, 2000. THE 100 -YEAR FLOODPLAIN SHOWN IS AS DETERMINED BY
d Fro'
V
Builders
TRACT TWO: BASE FLOOD ELEVATION DATA FROM THE 100 -YEAR FLOODPLAIN DELINEATION
i887 Hlgh
!
Lonesome ENGINEER:
C. THE EASEMENT TO THE CITY OF COLLEGE STATION IS RECORDED IN
PH
I, LOTS
E 1 C
= 7.625
AC.
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.
LOTS
� 1 THRU 12 BLOCK 11, LOTS 1 THRU 13 BLOCK 19, LOTS 1 THRU 10
described b metes and bounds as follows:
y
- fence corner post found for the most easterly north corner, 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. PH E 2 = 8 289 AC
i
PHASE 3 = 8.708 AC.
PHASE 4 = 7.152 AC .
11
PHASE 8 = 10.567 AC.
•
line of the Myrtle Tolson called 25.6 acre tract as described in Volume 3115, page 35; RECORDED IN VOL. 4003, PG. 122 DOES AFFECT THIS TRACT AND IS SHOWN. '
THENCE S 47' 43' 20" E, alongthe northeast line of said called 99.25 acre tract a distance of 1228.53 feet to an 8" fence corner 3. THIS PROPERTY IS CURRENTLY ZONED R-1, SINGLE-FAMILY RESIDENTIAL.
post found for the occupied most easterly carnes, said
REMAININGcorner 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 PHASES
in Volume 327, page 90; 4. THE TOPOGRAPHY SHOWN IS FROM AERIAL MAPPING DEVELOPED IN 1994
UGUST 2004
FOR THE CITY OF COLLEGE STATION.
�
PHASE 5 - 10.406 AC.
04
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 and also being the occupied most northerly corner of said 93.543 acre _ tract; TITLE POLICY PREPARED BY BRAZOS COUNTY ABSTRACT COMPANY. ALL
PHASE 6 - 18.891 AC.
2)
EASEMENT INFORMATION APPLICABLE TO THE SURVEY IS SHOWN ACCORDING TO
THENCE S 41' 53' 56" W. continuing along the occupied southeast line of said called 99.25 acre tract and the occupied northwest line of said called 93.543 acre tract a distance of 1325.98 THIS POLICY IN GF NO. 140603
( NOTE 8, SHEET 2 OF 2 ONI.
)
feet to the PLACE OF BEGINNING and containing 97.94 acres of land, more or less.PHASE
W N E
R
7. _ - 15.961 AC.
2)
1
6. THIS PROPERTY DOES NOT LIE WITHIN A 100 -YEAR FLOOD HAZARD AREA AS
And being the some property described in Deed from Dove 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. 48041CO201 D, DATED
PHASE =
9 13.523 AC.
Records of Brazos County, Texas;
FEBRUARY 9, 2000. THE 100 -YEAR FLOODPLAIN SHOWN IS AS DETERMINED BY
d Fro'
Mir,g
Builders
TRACT TWO: BASE FLOOD ELEVATION DATA FROM THE 100 -YEAR FLOODPLAIN DELINEATION
i887 Hlgh
!
Lonesome ENGINEER:
- FOR THE SOUTH FORK OF LICK CREEK AND THE ALEXANDRIA SUBDIVISION
3LOCK
I, LOTS
1 THRU 21 BLOCK 9, LOTS 1 THRU 38 BLOCK 17, LOTS 1 THRU 10
PREPARED BY McCLURE ENGINEERING
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
LOCK2,
LOTS
1 THRU 23 BLOCK 10, LOTS 1 THRU 10 BLOCK 18, LOTS 1 THRU 12
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 articular)
(O.R.B.C.) g particularly 7. CURVE LENGTHS SHOWN ARE ARC LENGTHS.
LOCKS,
LOTS
� 1 THRU 12 BLOCK 11, LOTS 1 THRU 13 BLOCK 19, LOTS 1 THRU 10
described b metes and bounds as follows:
y
LOCKA,
LOTS
1 THRU 41 BLOCK 12, LOTS 1 THRU 13 BLOCK 20, LOTS 1 THRU 24
8. THE 20' PUBLIC UTILITY EASEMENT ALONG THE PROPERTY LINE ,ADJACENT
BEGINNING: at a found 3/8 -inch iron rod marking the north corner of the said 93.543 acre tract, the west corner of the Pe -`:rt -Waller 22.796 acre tract described in Volume 327, Pae 90 of
Y 9 TO THE SCHOOL PROPERTY WILL BE USED FOR THE EXTENSION OF THE
LOCK
LOCK
, LOTS
1 THRU 7 BLOCK 13, LOTS 1 THRU 14 BLOCK 21, LOTS 1 THRU 28
TS 1 THRU 48 BLOCK 14 LOTS 1 THRU 14 BLOCK 22 LOTS 1 THRU
h 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 descr►bed in Volume 6251, Page 270 (O.R.B.C.), POWERLINES IN ORDER TO PROVIDE ELECTRICAL SERVICE TO THIS PROPERTY.
��pp
LO,
113
f
LOCK
LOTS
1 THRU 38 BLOCK 15 LOTS 1 THRU 28 BLOCK 23 LOTS 1 THRU
5
SINCE THE ENTIRE LENGTH IS REQUIRED FOR THIS EXTENSION, THIS EASEMENT
trong
(Su;
'
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.
"
3LOCK,8,
LOTS
1 THRU 10 BLOCK 16, LOTS 1 THRU 24
2
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.);
ryan,
iTX
177802 (979) 431-0822 Fax: 866-413-0895
9. ALEXANDRIA AVENUE WILL BE CONSTRUCTED TO CONNECT PHASE 6 OF THISTHENCE:
79) 776-9836
ROBERT STEVENSONST E V E N S O N LEAGUE, A 5 4
S 45• 19' 6" SUBDIVISION WITH THE ALEXANDRIA S
0 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 SUBDIVISION. THE DEVELOPER OF THE
ALEXANDRIA FROEHLING TRACT WILL CONSTRUCT THIS CONNECTION, BEFORE OR AT THE
COLLEGE
STATI0N, B RAZ 0 S COUNTY, TEXAS
north corner of SUBDIVISION, PHASE 2-A as recorded in Volume 3847, Page 207 (O.R.B.C.);
COMPLETION OF PHASE 6 OF THIS DEVELOPMENT.
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
CALF.
1 "-1 00'
10. THE STORM WATER DETENTION FACILITIES FOR PHASES 1A, 1b, 1 C, 2,
L3 & L4 HAVE BEEN OMUM. ALEXANDRIA SUBDIVISION, PHASE 2-B as recorded in Volume 3922, Page 284 (O.R.B.C.);
4 AND 8 OF THIS SUBDIVISION WILL BE TEMPORARY DETENTION PONDS
LOCATED WITHIN THE LIMITS OF PHASES
REV. SEPTEMBER, 2
04
5, 6, 7 & 9 OF THE SUBDIVISION.
THENCE: along the northeast line of said PHASE 2-B for the following eight (8) calls:
THE EXISTING PONDS ON THE PROPERTY WILL BE MODIFIED AND UTILIZED AS
OCTOBER, 2004 (RE
2)
TEMPORARY DETENTION PONDS. THE TEMPORARY DETENTION FACILITIES WILL
1) N 45' 19' 06" W for a distance of 204.81 feet to a found 1/2 -inch iron rod for comer,
/ REMAIN UNDER THE CONTROL OF AND BE MAINTAINED BY THE DEVELOPER
( NOTE 8, SHEET 2 OF 2 ONI.
)
2) N 73' 07' 40" W for a distance of 96.28 feet to a found 1/2 -inch iron rod for corner, UNTIL THE PERMANENT DETENTION PONDS ARE CONSTRUCTED. THE PERMANENTp
3) N 45' 20' 49" W for
W N E
R
AUGUST, 2005 (REV !,
D E V E LO E R:
2)
1
a distance of 120.00 feet to a found 1/2 -inch iron rod for corner, STORM WATER DETENTION FACILITIES FOR THE ENTIRE SUBDIVISION WILL BE
I-
4) S 89' 39' 11" W for a distance of 20.71 feet to a found 1/2 -inch iron rod for corner, LOCATED IN THE 9.8 ACRE TRACT SHOWN ON THIS PLAT, WHICH IS A PART OF
MAY, 2010 (REV. 3)'
5) 170.17 feet in a counter -clockwise direction along the arc of a curve having a central angle of 195' 00' 00", a radius of 50.00 feet, a tangent of 379.79 feet and a long chord bearing S PHASE 6. THE PERMANENT DETENTION FACILITIES WILL BE DESIGNED TO MEET
d Fro'
Mir,g
Builders
82' 09' 11" W at a distance of 99.14 feet to a found 3/4 -inch iron pipe for a Point of Reverse Curvature; THE REQUIREMENTS OF THE BCS DESIGN GUIDELINES. A DRAINAGE STUDY WILL
i887 Hlgh
Lonesome ENGINEER:
ALSO BE PROVIDED WITH THE PERMANENT FACILITY DESIGN TO SHOW THAT THE
6) 52.36 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
011e a
Station,
TX 77845
100 -YEAR FLOOD ELEVATIONS FOR THE SOUTH FORK OF LICK CREEK ARE NOT
distance of 50.00 feet to a found 3/4 -inch iron pipe for the Point of Tangency; INCREASED BY THIS DEVELOPMENT.
g
79) 776-8266
* C1m DEMOPACEW, Ltl*
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 11. COMMON AREAS WILL BE OWNED AND MAINTAINED BY THE HOME OWNERS'
CIVIL ENGINEERING &DESIGN -BUILD SERVICES
35.36 feet to a found 3/4 -inch iron pipe for the Point of Tangency; ASSOCIATION (HOA).
UK
E
Kent Laza, P.E.
R •
547 William D. Fitch Parkway, Suite 110
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 also being in the northwest line of the beforesaid Froehling 93.543 acre tract, and 12. A MULTI -USE PATH AS IDENTIFIED IN THE CITY OF COLLEGE STATION
urfis
Stro
g, RPLS No. 4961 College Station, Texas 77840
the Phi -Ton Investments, L.L.P. 97.94 acre tract; BICYCLE, PEDESTRIAN AND GREENWAY MASTER PLAN IS PLANNED TO BE WITHIN
trong
(Su;
eying ...
THE GREENWAY DEDICATION AREA.
THENCE: N 45' 03' 16" 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;
"
722 Broa
moor, Suite 105 P.O. Box 11929, College Station, Texas 77
1
2
ryan,
iTX
177802 (979) 431-0822 Fax: 866-413-0895
THENCE: N 44' 34' 14" E continuing along said common line for a distance of 296.58 feet to the POINT OF BEGINNING and containing 9.804 acres of land, more or less.
79) 776-9836
' SHEET 2 OF 2 !
Sun M ws Subdiviso F.M. Arnold Tract F.M. Arnold Tract
P 1, 4137/254 Tract A -14.84 AC. Tract B LEGEND
wry ONED R-2 76 eland Subdivision 200/445 ZONEDA-0
-ZONED R-2 ZONED A-OAll
iEXISTING CONTOUR (MAJOR) s EXISTING SANITARY SEWER LINE
14
CITY I RYAN EXISTING CONTOUR (MINOR) " " EXISTING WATERLINE
• I 10' GTE` INC. E
10 R.O.W. EA ME 1) am RO �SnN EASTINJ 10 UNE PLAT BOUNDARY - -- PROPOSED 6" SANITARY SEWER UNE
1764/ & 11) ` N43001'42" ,93� 4T CON(. PVMr. - 70' ROW t2' WATERLINE 1 00�'27� ^' 721.85 (400 /1122) PHASE LINE -� PROPOSED 8" SANITARY SEWER LINE
r--- ---1191' s.99. 1 -WK-4--- ------------------- ------ _-- ----------_ ------------ -- --- _=o - _-�- -- -- - LOT LINE o PROPOSED SEWER MANHOLE
I - - --------r7--- - 69.7 -60.57 __ 6!2.57 6Q'5 89.5 e. 2.37 55.52 = _ 95.52 = - ---- -55.52 ------- ----- --� ----- ---- JE
I '--- J`"`-- -- ----_____ __� 7 Zr-_. - ----- ^ I t PROPERTY CORNER PROPOSED SEWER CLEANOUT
is PALL ------ ------ PRO
\2 ( U Iz w f , , I ---- - I I I I IV PAM I I I I I 1 1
�1 I 9011 k m Z Z Z I I I Ia Z Z Z Z z Z Vl1 SXAt ! ��11 ____ V 6 Y 6 "
%NWiM�PE -y , SMat ' ' , ,_,f �f 11 ,t� I lol �, ,, ,,zcnP a,, ,, ,, a�, , --- -- - - ;PROPOSED EASEMENT LINE PROPOSED 6 WATERLINE
01
3 I 2;� EAtr m i N o o i o 0 0 0 1 0 0 0 0 '� o, rn o v o o o o o Iw s6, - IXISTING EASEMENT LINE V ePROPOSED 8" WATERLINE
ta0 t , �._ , ,. a a. �I w w a• I a S47'27' _YY IN io 1 , 1 T o'i at_N- o w 7 t"iw 8 • W W 10 ' - 11 - 12 1? w' + 1 mm 15 mmm 16 WI� 17 b, 18 - 19 �w 0 0 21r; t ,', - m .1 m t'y'� o `'' -" w ' `'' 1 ,a _ m m s' INLc ' 115. OW LINE -" PROPOSED 12" WATERLINE
PAE_ BLACK i x' x' �' , �' �ROPOSED 4' PROPOSED FIRE HYDRANT
4 , I 1 1 I 1 1 11 1 I 11 -1 f 1 I I , Imo► I$s 2y I I II ► I I 1 11 I IBLOCK2 . pyp,�,l ,�, , , , o, I BLO 16 SIDEWALK ` BLOC 1 . , _ _ -_arAewi__412 �►__�( j PROPOSED STORM SEWER
I r• t 3PROPOSED 6 SIDEWALKA. _ .69.56'_ .69„56.'__ 94,55__ �9.5St:__ �4.;iS_J ,SSL__ .69.56' _ ..55..52_ !£4,42a t_6A<�R-_ x.55,52_ .;72�_ 5.52_ .55.52__ 5,5.52 5,'L .52_ 9�ZRog Lane to INET 24 p 115.00' f ® PROPOSED STORM INLET
1 F o t F„ -0 2r a-8 ASPH P��lr, so' Row � ts' IN U -- ruNc Box j � � y FLOW DIRECTION
S 1 1 ' �� -------- i -' 3.62'--- - 60.00- - 55.00T 55.00- - 55.00' 55Ao'- - 55.00 55,OOr- - 60. B 60.56'- 55 52 6 OOT r60.Q0 55.52 55.5 55.52 55.52 55,5 55.52 57.36 4274 ♦ 1 S4115.00' f
Ir PAM BLOCK 4 Z, LOCK 4 ` ,'mU, BLOCK 5 GTY OF
OCK4 Iz Iz Iz Iz Iz 'z cnr1CA0 'z Iz Iz Iz (z I 1 Iz Iz Iz Iz 'z Iz 1 , to 4 VICINITY MAP
1 1 I I 1 1 I I I I 1 1 I 1 I I1 ,, , , p COLLEGE STATION
2(' P.U.E ( NO #10) ' S41' 5'21 `W � � BLOCK 3 a. t � � 04 � � � �4 �'q � � �4 �4 1 +i � � $4 $4 $4 � $4 04 -- � $4 1 I ' I S MONUMENT ,1131
CONVEYED BM T LL BE P T WITH ; 1 4.52' m; o f S4122 00'w 1- IM 1 c w 2 o w S o w 4 o w S o ld 6 o W 7 0 8 �' 9 c w 10 c W 11 o W 1 13 $ '' 14 019 - ''' 15 0 't' 16 0- 17 o a' 18 0 o C 20 21 mt I _ 1'2.00, N
I Ic I 1 I I I g) o) of - of - of t ,�^ - 15.00'
THE DEVEL PM T OF , 6 • f - m . m _ m . m m . m _ m _ m . m m , �, Im oIm o O o m o m o io !� U t �i�
PH SE 1C I , 0 , 2 ,' j, 1 ,. I tis Ids Int f�S I Iii 'I I Imo! f 1 ml I I� ' ' ' '� '� Im J
., , a• , 1 1 1 ,ar PJJ.L I I I I I I I , I' , I I I 1 I I 1 2-27' I 5
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�u ------ ------
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114.52' I o ' S41'55'21 •W ' ill' - -- --- ---- ---- - '
-------
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- -- -`7`7-
16
- - Z- -
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1 �1� 1 I�. I 1 I �1 �I� ,p 1
1 14.52' - O m ' S41'55'21 "W I cW11 /, \\ N N N N ; � � o � o N o � o � o � o of S41'27 431N '
- - -•- - ;r. 40 b, c 38 c �' 37 36 35 34 +` 32 3 1 30 •? 29 In 28 27 26 �: 24
rni A t. 122.00 , o► f 41 �'' o 39 I•P I . oI - o) I - I - 33 - oI - 1i oIW oIw �Ic,i �Iw olc.i 23 Iw t I I RALPH D. LEE
m N \ ww (nW oW oW oW o gW �W gW oW o 0 0 0 0 0 o g 1 1 �° N
8 , ,tn \ N .m .m _m .m .m m .m .m I 1 m m m .m .m m .m ,
Ids 1 Ids I�r '1 Im , ,qo 7 Called 10.
•, i = 4 , \ rn 1 1 1 I 1 I I I 120•' pA,E 1 { I I 1 !r P 1 I I I I 1
Colle e S 'on .S. . `rd \ BLOCK 4 ' BLOCK 4 81 BLOCK 4 148/300
g f S 1'55'21 `YY I 1 - ;1 \ CIYPfcuJ - t0' IN /
Graham Ro Sc o1 Si I - - - - I _1'55'2 _ ' m'� 1 \\ �`3`�}g .4,i _fiF�QQ _ _5$.09_ L- -55,49 _ ,69.56 - _-fiQ`-- _-55`52'__ - 6 '� �$A.91L' - -;;5,52__ _55,2'_ _5 2_ _5.52:_ _b5.52_ _x,5.52=_ _SZCi_ _4�1d. ' C3\� ---- -----' V
P e l 1 9 122.0 ' 1 `` 4Z
ZONED A -O
f �+ Crystal Dove Avenue i t
17.396 A _ I rfi
$ b \. 1 ty -+ Ftt� -► t8 PIPE-\ , 24' PACE JUNG. x j a
320 65 ' 1.55'21 IN ' i /` r- -► 2r a -B ASPH PVMT, 50' ROW -► -s \ -► j O
1.
`{ -.-.__ -----r ----r- - --r -----+- ----r- -----r- -----r- - -r- ----•r- .00' - 5.00' -----r- -----r- ----r- - 'r - -r r -r
Ico
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6�� ,/ 9.24 I I 1 s PA E I I I f 1 T I BLOCK 71 I I I Ito' INLET I I BLOCK `
t ' BLOCK 7 z z z z z z z z z z z 2-30• , (_ �i
1 I �I I 1 ,1A ±I4 ,14 -I �1 �1� ,t
�` w o + o Ei o o o 0 0 0 0 0 0
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I mt 122.00' 1/ '/ `� gIw 2 g w o w q 5 c 6 c ? 8 clu+ 9 cIw gIw 12 g w 13 c ai 14 o w 15 c a 16 g w 17 g ui 18 glt++. 1 DI
11 Ni 4 7 �� %�� ,; -`. ' � 'r 'I 'I r �► rte+ r�r I t r 'I 'I� '1:9 . 'r�i I: o wl BLO 6
-m N I 115. r
. I BLOCK 2 m� P o f ` r I I I t f t f I 1 I I I I 1 I p b
S41'55 21"W `------------- ------ ------ -------
-114.52'- ----- ------------- ------ -------- ------ ------ ------ ;� ,
- -- - , ---- ----- ` //r ---- ------ ------ ------
2
I, ,�,/ _._.% �
m1 r- --64.49_---Sx4.Q1L_ _-5Q.49=_''
12 • 1 tB' to PA.E
NI 't76PAE.- +� J j j j04 mf 3
S4 '55'21'W by 1 NI OI JI +I �1is +1 +1 +I +1 +I +I !I +I I 1 OI NI ml� N1 $41'2 '43'W 1
1 1 1 1 1 I I I I I I 1 1 I 1 I I I I
04 10 INLET I I I I z Z z Z z Z Z Z z z Z Z Z Z Z z z z
114.52' wt�oml F fppo g o 9 o W o W 11 o w 12 i� ' i 1Bj - 38 a tom,,- 37 o W o W 35 o W 34 o w 33 o W 32 o w i o W 30 o w 29 `� W 28 o W 27 o w 26 o W 25 o W 24 o W 23 o W 22 p W ,21 `n W 20 ; --t ao•-- t ROFER TO SHEET 2 OF 2 FOR NOTES PERTAINING TO THIS PRELIMINARY PLAT.
�, I , Im I 10 Im Im i Im Im 36 Im Im m ol,o ol,p ol,o oIm gIm Im Ito �m Im Im Im Im _ m I ' 100 50 0 10
00 , , 1� ' �r I IST , I PE ILP INLET ,� I I I I� 1 ' Ids I*! Int Ids '� Ids I I Ids I I t 1 1
a OI 1 I 1 5 PALL 1 S' Itrl.El' I I I I 1 I I 1 I I 1 I 15 PA.E I t I I 4
m� � � . BLocx7 B ocK? � (IYPICIfL, BLOCK? � SCALE IN FEE
21'W-114 3Z,QSL' _69.44'-- _6999'__ _5999_ 4ZJ2_ 4Q51L' _-55.49_ -55.94__ _55.49 _ _ .4Dt_ _ _-;i,�,49- 55.84-_-;x5.4SL'_ _��.49_ �__ _55.QQ_ _•5,5,49_ _ _55.QQ _5.41_ �5�2t?__ 4QZ2' � 1 541'27'431N
rss 21 N�1--i 1+ 5 Turtle Dove Trail i Turtle Dove Trail ----------- - JUNC.s t, s.00'
& "" t mpl j 2r B -B ASPH Pi SW ROW r , 1 1 .- -► 2r 11 ASPH PVMT, 50 ROW ��� PIPE -s -r I 5 b
To eoLtow E - ; 14 o j _ 22 t p _S41'27'43'W_ t
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1 1 4 PIPE 1 t 1 , I LOCK 9 S PAE 1 I I I 1 1 1 I I I T 1 42• PIPE j l 1 6 RB.TO1SOn &
15 O, �' : t +tz ;'� ' 1 ; 4. �' j 103 (,rt'IOAIa t ;1 ; I$4 I 1 �' 1� : t '• I$•0 1 -• t$ t$4 15' 1NIET 1 N , - Myrtle L. Tolson
PA.E v7 Cn too I F ut o too o �, too 0 0 0 N o to to N rn cn cn i>, v, p I 34' .2�'4 _W x
0 1 1 0 0 0 0 0 0 0 0 0 0 0 ► -L
1 3 4 o P 5 ml 1 ►' 2 0 o" - A * �' o ;' o a= o o" o �= 16 o a= 17 0 18 0 19 ml m Called 25.6 AC. out of
g 2 $ " oI gI aI aI - aI ( � a''� a aI - ( - ( - 42019'42"E 8.84
4 0 6 8 9 10 0 11 12 w 13 w 14 w 15 t,, W w of C r.r
W W w W CI W W W W W W O O O O O O O O m NI m CD 1 m
1 S4 .5s 211N I , _, , , ,�' , -'�► -, •, '1 t _Im _' -'� -1� �'�+ -1� -' ' 1� aJ CZ 1 called
14.52' , I I I t 11 1 I 1 I I I I I I I 1 I I 7 0? X23 -- _ _ 55.DQ_ _5590__ _-82,57 a0 1Q,QQ
1 16 �' (M w ' m�xru� t o - -- r---� --- 15 3 acre tract
. i tm PACE c� � --- - - --- ------ � ------ ------ ------ ------ ------------- -----_ ------ --- --- - ---- ---- ------ ------ - -- ------ ------ ------J o in 5/35
LAW
LS L'S52LIdt _J r- -- 1 - - -- -- -- -- - r- -- - - -- - - - - -- - - - - - -- - - - - - - - 5 - - -- - - - - -- - - -- as 1 6 Iz , 16
• I1
BLOCK z z z z I r ,
r- ---•- -� i r t 1 I ' I I 1 1 1 I I I I + ► r En g �I ,I -.I ,),z, ,) , N4rts 40� ZONED A -O
Z i.52 1 z z z z m Z Iz 'z z Z 'Z 'IZ Iz I IZ IZ Iz IZ 1 m, r3 p , N,p �, 1 1 110.00' t
r��oD tQ OQ 1 p �m I tis _1 I� I 1 1 I 10 p , p o 1 ,
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aw oW 8 gw ? gw 6 im I f $ gw gw gw w g gw w mw gam+ g gW gw gw gw w gw I 1 1 I -�' �' �' , t_ t'
S41'55'21'W t i , .m .m .m _m .m .m _m m .m .m -m 1 t N
Co 1 I I 'I m �S 1 10' INLET 'I I1 I 1 1 I 1 I I 1 I 1 I 1 I t ► 1
114.52' , ;' , li' I t I . t 1.9 1 I 1 I I f: T� I I 1 1 t p: 9 1 t 'BLOCK 61 I I N42'16'40 E
O 18 0 BLOCK 8 �\BLOCK 9 -- _ _ _ -- - O BLOCK 9 ,a I t t o.00' I
40.QMT x 49-QQR _5515 _ _5 15-- _55.15'_- _ _ _ 55.15 _ 5515 _ 55.15' S5.M _X515'_ -55.15-- -55.15__ _ 515'_ _55`L5__ _55.15 _ 5,15-- -55.15:_ �4.Z2� � _ _55,� _ r1�99_ t 55.45E_1 _55.Q4 _'_x,99_ t _59.$� _
"ice - I i fv % 17BM" 1= L
, +8 PIPE to' mEf JUNC. Box 7- p,PE , 8• Df?Ve Landis Avenue I I
�y
CJJ , s IMINARY 1
114.s2'w i • Dove Landing A nue'' „ c i Dove ding Avenue FHe 1W INLET i «-
g N4r1 s'4o"E
�- 2r 8 ASPH PVMT, 50' ROW y I -► 1 -b .- 2V B -B ASPH PVMT, 50' ROW .-
19 �; 18 j 2r e -e ASPM PVMT, 50' a I i I 110.00' I
LOCK 2 of # e i 40.00' --131.67r -- 6,.67' 61.87^ 39.99' -T 55.t]Or -55.00-`- -55.00- - 55.00r 55.00' `ra.00`- -- - - .QO `\ i 40.00' 56.18 -5 --r- -,- ----r- -- --�- _ r-' 18'
--- --- t �a L`�III AIL
541, 1 •W 1 & /55' ` I / 6.18 56.18 56.18 56.18 56.18r 56.18 56.18 56.18 56.18 56.18 56.17r 40.56 \ N BLOCK 6 L-
i I ` BLOCK 10 ; BLOC 11 PAE BLOCu 11 BLO 13
13 0' ��T PAL
114. 5 a s 10' INLET Iz Iz Iz IZ 1 I I 1 1 I 1 I I I (r»'l Iz �Z 'iz �z 54' PIPE 1 1 I 1 1 1 I 1 I 50) I
■ Z z z z z z z Z "z IZ 'Z 'Z Iz IZ I_
20 °i; ) I '• --I t$ ' , -'$ -'�4 ,A �A = 4 -•� -•44 - -at �_� --� =t ,� ; j ; - 4 ..4 -_-it ,4 -.$g _ �_A �_ ,I4 I4 ,1 ,t� i E 1 1 I N4x1a6�_'E t
No Na , 1 n'on 2 �� 3 rn� P A`
tn� g' 1„a m� a'on v,� c"o <" to p I I 1 chop 2 c"oP 3 rnop 4 c"a c"o _ v�oP- vt ut --o v,o to cno t{,,
0 t _ I - I - o ) - 5 o) 6 8 c; - 9 c; 10 c; 11 aIw 12 a(c,i 13 I I oIw olt.i aIw olt,; 5 o w 6 7 g;w 8 olc;, 9 aI 10 c 11 OII= 12 o) 13 oIp ' Po _
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- IL IN
114.52 'I� Ixl 1 1 1 I 'I
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. i oT A N tcua - - - - - - - - - - - - -- - - --- --L.L.P.
-^ - _ _-- _ --_--- 20' 8-B ASPH PVMT, 24' ROW ~ ' o a T r '- r , - -o ' - n -f--_ �- -8 A�tl PVM) 24' ROW r -� -r -ti I JK Development, L
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IN F
- _114.52' ; r �--- - ff Is
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F F N tOr PA.E
-5 - - - - - --` I -- - $- - - - 5 - - - - !i _ 56-:18__ _ 56,1@ - lam_ _ fit@_ 55.15__ _.5.616.- - -- 59.ZQ--� _ N 1
25391
-- - - - - - -- - i N42'i6'40 E I
I 22 0l V (Z 'Z Iz rz BLOCK 14 tar PAM ` 170.00'
, 1 30' PIPE I I I I I I I I I - 1 I I 1 1 I 1 I I I_ 1 1 I t I NED A -O
lle I.S.D. - f 1 N N, ■ z z z z z z z z z z z z z z z z z z (nPIOAU z z z z
g I I I I I I I I I I 10' IM ET 1 1 I I 1 1 _ I 1 1 �, �, �, +, 1
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R = 3 .6338 AC. 1 vl , 1 Ids I T l� RJLET r-p1PE t is a m c to q m o ts m o ,p o ,o o ,p o ,o oto o m , 0 m o m o ,o $ m o m o o m g m g 0 . ro . io _ rp 13 _ m 14 '. I N4218r�0�E-170_00
I I 1 1 1 1 ' 10' INLET I: Int I� I Ids 1: I:4 I:4 1: I.4 ' 54' PIPE , 1 Iii I I its I�r 1x3 ' ' I� Int I , ,
WPAM
- Rj
Fioo latn 3 02/ 5 LIMINARY PLAT
2.9270 AC BLOCK 51.6r lU& - FTnl B4�Q2 ti X599: t 5;z-QD:_' _iiS.QQ_ I _ 5599_ t 55s990. _ 1 _55.QQ _'_�`t599= t 5>:-Q9'__ r _QR_ 1 _5.99_ ' 12 11
14Q. ' 12 1 w` 4Q,QQQ t _ 56 ' _A.@. 1 _6.]$'_ ' _�6.!& _ I -X618'-_f _56.1 _' _�6.1@_ ' _;zG _' -16'_ ' @6- t B 16C ' 14@6..13__ t 58 29 ' t----------
ZO D_o22 D I V CROSSING SUBDIVISION
E ald Dove Avenue ; ' Emerald Dovj Avenue J,,,,c �x ; Emerald Dove Avenue his• ♦SPE , t W40_E t
L10---- C�' - ----- -- ---- -- --- C4' I - - - - - - -- - - -16-120b--t-- - - ---- ------ ---------- ----------------------- ------ C 11
-► a 2r B ASPH PVMT, 50' R W a 1 , F y 2r B -B ASPH �. - =� ._• = _ - __ _ _ ~ ' 107.759 ACRES
'• - • ... • ---r -- --r--,.56.03T - 56.03'- - 56.03'• 6.03
r---- ROW -► 2r B -B ASPH PVMT, 50 ROW -► r -► 23 A
' BLOCK 18 `\� j 40.00* I BLOCK 171 61.67' ' 61.67 ' 39.99' `\` i BLOC 3800 'z 58 'z 5$ t�br tZ'" Tz Iz ♦3'130'---6i.�r- tZ -si-�' -1 ;BLO z 16i Ob' t �T+3.�'id'`. I B40OOCoK11556.03 1 t t 7� PIPE I t I BLOC ` N42'16'40�E •Fyi , „
_ _ _ z z _ z Z z z z I S 1A 9 =1 AC. PHASE 5= 10.406 AC. t
( 1 W Z z z Z Z Z 1 1 1 �.
I v 1 Lo- 1 La 1 j �I 1 �I� �I _I 1 I 1 -,I ,o' INLET 1 1 I 1 1 1 t t 1 1 t 1 1 110.00' A
I of 1 1 1 N �a �o f i , PIPE �� U� tn� �o �� vto �o �o cno �o �o ;1 $4 �0 ; ' I
341 too 1 0 2 0 t= 3 0 4 P ml 1 0 w 2 o ui 3 c ui 4 c ui 5 o ui 6 0 7 a P g c P 9 c A 10 b 11 c 12 m, ii 1 cn P 2 cn �, F, in cn rn P cn P p rn-0 cn �, cn p mt 24 C' (� z f l �SE B �$" _
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m oP OI - m . m' . m -. _ m 1 ' ` " ....-.. ,,
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20 P.U.E SEE TE 0 I 1 I 1 I t I cJ _ -. r.
(1) HSE 1.0 :625�C. PHASE 7 15.961 AC.
16 , 1 Z(PUE ; 10' =.,. 4D PALL I I 1 1 1 1 I 1 m°C I 1 , , , ?7attE I 1 1 I N _ Q „, -
THIS EASEMENT WILL BE 1 w to• IN frrPlOu> t m , ;
1 ---- ----- --- ------ ----- ----- ----- - ------ ------ 80 PIPE c+ Ctwlaet) �. w.
---------------------- -------------------- ------ ---- m r,
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CONVEYED BY PLAT TH "ilk -�••� x «s•;
5 PF��45� 2_ 8.289 A''C. RPHAS.E $ 10 5 g C.
THE DEVELOPMENT - : - - - - 0 5
-- - - - - :- --s -- _ 25 1 1
,6 -- - - -- -- -- - 9$,54-- -56-49__ _,S>v3 _ _ 5fl9Q---5$QQ_ _9L4Q_ 68.50 , " a ... ..
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1 10 INLET I I g
_ _ _ t t P ASE 3 =- 8 708AC, PHASE 9 _ 13.523 AC.
3 �; t IIz Iz ml I z 1 Iz Iz IZ Iz Iz .4--
z t' I I 1 1 I I I 1 t I I I I I = d ' 40_E
±1 �Iz IzIZ Iz Iz p; S� < I 110.00 1 .i
• PHISEw4 = 7.152 AC.
I_ 1'55'21'�AI l _ tno t'no tno wo o - to P' cn 3+.,i- o ,nom o aW Oo Oo tno mo tno cn cno tno �,o::: m mo al ='N
s p o c .a: c 24 c 23 m o 2 1 18 - o - 0 28 ? 27 a': 26 25 -0 ,21= _ P ,� e- _ + _ _ 26
114.52 , ,I I �Iw 9 OIw S oIW ] oIW 6 I o�io ' . m Jm m u' - I I I I I I _ I I (c.+ t `L
_ m . m . m - m �- PtPE _ o w w w w O m w 13 t f`C M1' o o o f g 24 g 23 g w 2 g g g 20 g 19 0 1g o 17 0 Is o m zs N N BLOC I : 1 LOTS 1 T RU 21 BLOCK 9 LOTS 1 THRU 38 BLOCK 17 LOTS 1 THRU 10
1 4 •cn;I� 1�! 1� 1 1 I 1� g I I I� I� �' I� �' I� , , � : ,�,.,, tis 1�lr_ : 1�} t� ' :, � _�;'�'. � �'� j� 1� ,- Ids i � mo�. ; I ,
1 t I I 1 �' I I I t I 1 I I - , , , "I :< 1 , I Po>r I N4r1s'4o� 00 BLOCI 2, LOTS 1 TI RU 23 BLOCK 10, LOTS 1 THRU 10 BLOCK 18, LOTS 1 THRU 12
. �� 1 1 , ; BLOCK 17 BLOCK 6 OC 16 1 , BLO. 15 r o' >NtJT tea BLO 15 , , 11o.ao t
SOUTH ST 341 55 21_1 1 4Q -- ----SL6Z__ _51,6Z__ X282 \� 4_3-50-- -58_.00-- - 58.00' SS.00' SB oo' s,.00' si.00• si.ao' si.00' st.ao' - --61--- ' -wm_
__a.3_5o' �,�. __- _s,_ ,p,�• __ ___ _,q,�_ _�_ �p,L•_ _�6 Q_ - _�� _• _�, A (j� BLOCI 3, LOTS 1 THRU 12 BLOCK 11, LOTS 1 THRU 13 BLOCK 19, LOTS 1 THRU 10
PIPELINE CQ. ; 114.52' ' Dove Run Trail h D ve Run Trail I �„ Dove Run Trail 27 BLOCI 5, LOT 1 T RU 41 BLOCK 12, LOTS 1 THRU 13 BLOCK 20, LOTS 1 THRU 24
I
`i' ' " y '� OT 1 T RU 7 BLOCK 13 LOTS 1 THRU 14 BLOCK 21 LOTS 1 THRU 28
30 EASE ENT I 5 ,� ; '; ,
S PAM I 3 ■ 2 B -B ASPH PVMT, 50' ROW.- -► # 2r B-BIASPH Pi 50' ROW e- I ■ 2r B -B ASPH PVMT, 50' ROW , I N42'16 •E T
VOL 517, PG 507 , cl,Pta„ta + °' p r BLOC♦ 6, LOT 1 T !RU 48 BLOCK 14, LOTS 1 THRU 14 BLOCK 22, LOTS 1 THRU 13
------- ---- -- - -- --------- ------y •-----•-----------•-------•--- ------ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - , 110.00'
T S41'5r2pNW' t8 - - - " C ,
a -- ---- r ---T-- ---- -- -- -- - -- ' - `--- -- -- - - -- - -- - r ---.11Or- --61--3Ti-5o �. -- - -- - -- - r- -- - t_ T , �o w BLOCI 7, LO 1 T RU 38 BLOCK 15 LOTS 1 THRU 28 BLOCK 23 LOTS 1 THRU 5
114.52' i 40.0 61.67 61.67 61.6/ 39.99 i 7.50 51.00 b`f 61. 3� $3 5b'- 31 Old 6=1.00' 01.13 b`f , f1�S�4 G3.64 X164 Ilb.lS4 x00.04 0 4 6'O:If4 U4 134 38 02 \ + t
/ t: 1 , 28
f N, 3 F BLOCK 19 BL I 20 PUE BLO 20 BLOCK 1 + ` BLO K 21 ` I N N BLOC♦ 8, LOT 1 T RU 10 BLOCK 16, LOTS 1 THRU 24
IZ IZ tZ I ■ IZ t Iz Iz Iz tz 1, IZ Iz z ,z ,Z ,z ,z Iz `:"tz Z Iz Iz Z ,- ,
wJ ; �I �I -,I� • ,p,,E,' I 10' INLET -11 -1 ��� �I �I- X14 ..I4 -14 -14 --1 10' wtFr � --1� .14 -I� �1� ,f� A �1� �1 ..1�'a X14 .-1k �1� I I I _N42.16'40•E ► � ( j
S41'55'21 •MI f ' to 2 w o 3 silo silo 5 1 I y' o o' o y' m o' y' $ y' op- P' v, y' t In p ow o 0 0 0 -
/ t- 114.52' m `° - Iw a p l 1 i gIm 2 0� og 4 gJm 5 ��m 6 �Im ? �Im g �Ig 9 g�m 10 ��g 11 g�m 12 .. 1 q 2 Im Ig Im �.m g�m - �'m oIm oIW oIm 14 R BERT STEVENSON LEAGUE, A-54
BLocK18 �, ► om -I 'I m� t I I� t I g p 1 1 I . t t� T� 1 I� I I� I� I �, 29 CO LEGE STATION, BRAZOS COUNTY, TEXAS
W; n l I I I 1 �p,,g 1 mD: ExIsnNGPONd 1 I 1 1 1 I 20FPA•EI I 1 1 I 4 I I I IEXISnNGPONDI 1 I I W I 1 1 I
7 ') a ' ' 1 CM4CN� I (SEE NOTE #t2j _______ _.____-- _ _ _______ _____ ___ ___ _______ 80' PIPE _______ ______ �___-_ ____ (SEENOTE#12) , --
' S41'55'21 "W t --- -- -- ■� �+- --- _ � -- --- --- --- _ ----- _ _ _ 110.00' • !!
114.52' tnI 1 1 r- - - --s -- - -- -- -- --586 - I'�' - r- ---= - ------- -- --- ---- -- -- - --------- ------- - ----- ---� Q-- --- --- - --, - 74_='` -- -- - 60.04 _ _ 60.04 _ 60.04 0.0 _ _ BO.o= _ 04 _ 04 _ _ Aga _ 60.04'---70.00r_l 1 1 '� S C A',L, 0 0 AUGUST, 2004
' _ 1 1 -- -
/ 8 W; Iz IZ Iz Iz �a , PIPE t2 IZ I z IZ Iz IZ Iz IZ Iz IZ IZ m' .. - 'Z Iz Iz Iz I}z. , , fz Iz i 30 REV. SEPTEMBER, 2004
I , P �1 .-I �1 �' a, �I rl� �I t� �I4 .-1 �I �I O, �1 ..I �I I a4 �1 �I -,1 p; t N42',6'40_E 1
1 541'55 21'1N �, o o �, o U, o o 24 °i rn on 22 00 21 20 P' P' an- 4- 16 cn 15 :14 9' 1 a 28 an o � in Q,I I 110.00' I , ,
0 1 1 N a a j OCTOBER 2004 (REV 2)
114.52 1 ■, 10 oI? 9 oIW 8 oIW 7 gl;: 6 o a0 o; a;w w oJw o w o�w oIw w o w oo�w oIw-_ oI g�w w It.; ui aIw o w o�t;, 15 t f
f W W W W O O O O O O O O O O 1 p O O O O O O O I I
m, , o m o m o m m , m m m m m m m o' INLET m m m - m - m m m m m, 31 �+ (NOTE 8, SHEET 2 OF 2 ONLY)
1� 1 I� Int , I� I I I I I I 1 1 160• (ryPE I� 1 I AUGUST 2005 (REV. 2)
�- I t �aAE t I f t I I . I 6IP t I t j OWN R f DE ELOPER
- i ■, � t BLOCK 19 , B CK 0 BLOCK 0 , , I 2 fY INLET BLOC 2 1 I >'
1 S41'S5'2t9N
Fill ' -- -5L6Z _SL52__ 5282 % - - t.00__ st oo'_ ' __sloo'---61-��- - 61-��-- --6_00__ si_oo' ---�7�-- --81_ _ 57_50'; °45 _oo'-so.oa_ BLg a4_'_ _so.o4'_ _5�Q4_ _6_ _B�Qa- - °�--g9,Q4'_ _6�4�_ _64.4_ _so.o4_ 38_02' , / `��---s46b=-�
44,42 - --- • - --1-� -
/ I 1,4.52 - _ _ _ _ _._�_ - - 10 (RE 3)
-- - - ' ..._. _._ Ed Fr h in Bu ers Y, V.
to y; 2rIIASPH e ; - F r- -► < JtJNC. ItOX � ao• PIPE ' • � I PIKE � 'g I ENGINEER:
Dove Chase Lane I Dove Chase Lane +- �, ,o' TNI,, i B' 3887 1 h Lone ome
,so'Row« C iso .- -► 2x8-BASPHPVMT,50'ROW-«-------------------------- Colleg Station,' X 77845
' , , 70' INLET f- s 2r B -B ASPH PVMT, 5L1 ROW -► _ � •- .- o
S41'55'21'1N - .. -
1114.52' , - ----- - ----- -------,- ---� --- r ----- r- ----- r- ------r- _- _---._ __ _-._ ---- r_ _-__�__ --_-v------r- -----r- ___� -v -----r-- -----r-- -----r-- -----r-- ---�- -----r----r-- _ e . . �j�,, * �,�r��r�+ T� j►
BLOCK 23 61.6T 61.67 39.99 t? 1 j, 40.00 60.50 60.50 60.50 60.50 6 .50 60.50 60.50 60.50 60 LO 22 0.50 40.00 \` -! 43.00 68.00 68.00 66.OD 68.00 i 55.00 55.00 -55.00 635.00' • -55.00Y • 55a�r • 55.00'• 55.00'- 55.00r 55.00' 69.47- t (979) 76-826� j� CJ ���I��'r�Li.,�FlY1tiL�f l� i/H� ^
1 tn, -• 1 , , a PALL] , _.A. LO 22 I I I �S PA•.E` 1 I t 1 O I 1 1 I 1 1 '' 30' 5 WLET s PAM 0' INLET tB PAS I !
I z z z pwlray z , z z z z "Y""" z z z z z z , ts' BLOCK 6 z z z z ' 1 1 1 1 CIVIL ENGINEERING &DESIGN BUILD SERVICES
,0' INLET I 1 1 Lt. I I.0- 1 I I 1 I 1 1 1 I I p 1 1 , Iz
I f' + o + o o o t -' I i z 1 1 I t t 1 t I t Kent Laza, P.E.
C! 10' IN 2 PIPE
T S41'55'21 •W , � $4 : � 04 � ." m, -- � -' � _ � -- � -_- � �_ is'4 -- � '' � � 1 � � � -' 04 -' � -' �. -' � t ; 1 BLOCK 6 I �
11452' wT 1 1 I 1 °' +` 2 01 3: 3 Q1 � 4 40 w 5 1 O1 2 to � 3 0" 0n 4 "' 4 5 P' 6 moi, 7 to � 8 1n � 9 9' � i0 cn � 11 P' � 12 T - , 4? \ a, 46 45 .W � 44 N � 43 v 42 0 41 1 SUR E Y O
t , ql� nllm ol,oW iplm ; I , gIW mIw NIw wIW olu+ ■Iw 00Iw i°,+Iw i Iw mIw Iw to' MEET 1 1 ODIw Iui „ wI inI - .IIf. to 40 +Iz 39 �I$1z 38 �I 37 �I 36 ; 35 JIB 34 I 33 �' 547 William D. Fitch Parkway,
vl I
t 3' RCBC Im .Im .Im .Im
C. _Im O:Im .tm .Im -,fO -,t0 80' PIPE ' I ,0' INLET �= m '`L m n_ m �: m `L w ala Texas 77840
I t I 'I -f ■ Curtis Strong RLS No. 4961 Suite 110
12 7 I I I 1 ' f 1• �: m in m to m o 0 o m m m o College Station,
10' INLET BLOCK 23 , I BO' . ' (,a pAg 1 I I 1 I I ' 1 1 I ' 3.96' 1 ro It,w y -'w Iw 'w 't.i w .NWo Strong Surveying ...
L -------- ' ----- ---- ----- ----- So' ca -- -- ----- - -- ---- - JUNC. _ 1 m m o c m _ POB 77842
� - r r- r- r- ---r-"' (i 1 1 --- -r ---- - ---- - ----- - ----- - ----- - --"- -- ----- - ____ - ---'_ - __--- - ---- -•� - - -T- •„� _ -I2 � t 105
1 tOIP ■
r r r r - r -: z r - - r ( ui @
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m -
„ zt ;� I -I I� ; 1722 road or S ox 11929, College Station, Texas
-'-'-� '- - - - - -•--- Bryan, TX 7 02 (979) 431-0822 Fax: 866-413-0895
,8 PIPE Frzf -
MATCHLINE SHEET 1 OF 2 I 18' PIPE , u MATCHLIN ET 1 C F 2 . I I I I I I 1 I , MATCHLINE SHEET 1 O 76-9 36
So' PIPE l/-ek3• RCBC ,e• PIPE ® am am ®�' ® ® y T �s a� I s3� ® ® (9 9 )
rm ® ® Tau ® �t ffia
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--_ - - - - - - - - - a-- SHEET 2 OF 2 -- J
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_ - -•��, _ SHEET 2 O
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PROJECT
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LOCATION
NI 't76PAE.- +� J j j j04 mf 3
S4 '55'21'W by 1 NI OI JI +I �1is +1 +1 +I +1 +I +I !I +I I 1 OI NI ml� N1 $41'2 '43'W 1
1 1 1 1 1 I I I I I I 1 1 I 1 I I I I
04 10 INLET I I I I z Z z Z z Z Z Z z z Z Z Z Z Z z z z
114.52' wt�oml F fppo g o 9 o W o W 11 o w 12 i� ' i 1Bj - 38 a tom,,- 37 o W o W 35 o W 34 o w 33 o W 32 o w i o W 30 o w 29 `� W 28 o W 27 o w 26 o W 25 o W 24 o W 23 o W 22 p W ,21 `n W 20 ; --t ao•-- t ROFER TO SHEET 2 OF 2 FOR NOTES PERTAINING TO THIS PRELIMINARY PLAT.
�, I , Im I 10 Im Im i Im Im 36 Im Im m ol,o ol,p ol,o oIm gIm Im Ito �m Im Im Im Im _ m I ' 100 50 0 10
00 , , 1� ' �r I IST , I PE ILP INLET ,� I I I I� 1 ' Ids I*! Int Ids '� Ids I I Ids I I t 1 1
a OI 1 I 1 5 PALL 1 S' Itrl.El' I I I I 1 I I 1 I I 1 I 15 PA.E I t I I 4
m� � � . BLocx7 B ocK? � (IYPICIfL, BLOCK? � SCALE IN FEE
21'W-114 3Z,QSL' _69.44'-- _6999'__ _5999_ 4ZJ2_ 4Q51L' _-55.49_ -55.94__ _55.49 _ _ .4Dt_ _ _-;i,�,49- 55.84-_-;x5.4SL'_ _��.49_ �__ _55.QQ_ _•5,5,49_ _ _55.QQ _5.41_ �5�2t?__ 4QZ2' � 1 541'27'431N
rss 21 N�1--i 1+ 5 Turtle Dove Trail i Turtle Dove Trail ----------- - JUNC.s t, s.00'
& "" t mpl j 2r B -B ASPH Pi SW ROW r , 1 1 .- -► 2r 11 ASPH PVMT, 50 ROW ��� PIPE -s -r I 5 b
To eoLtow E - ; 14 o j _ 22 t p _S41'27'43'W_ t
1 "11111110- 1 t ' - 40.00' B61.6TLOCK 8 65 PAI 61.6 _ -00' `\3 a 40.pOT --_--' ----- ---15x- - 55.5 55.15x- -55.15'' ---.15' 55.15r BOCK 9 ~05-15 55J5r- -55.15'- - 5515`-- -55.15' - - 55.15 BLOCK 9 55.15' 38.28 `\` ■ 1 115.00' \ _ __
1 1 4 PIPE 1 t 1 , I LOCK 9 S PAE 1 I I I 1 1 1 I I I T 1 42• PIPE j l 1 6 RB.TO1SOn &
15 O, �' : t +tz ;'� ' 1 ; 4. �' j 103 (,rt'IOAIa t ;1 ; I$4 I 1 �' 1� : t '• I$•0 1 -• t$ t$4 15' 1NIET 1 N , - Myrtle L. Tolson
PA.E v7 Cn too I F ut o too o �, too 0 0 0 N o to to N rn cn cn i>, v, p I 34' .2�'4 _W x
0 1 1 0 0 0 0 0 0 0 0 0 0 0 ► -L
1 3 4 o P 5 ml 1 ►' 2 0 o" - A * �' o ;' o a= o o" o �= 16 o a= 17 0 18 0 19 ml m Called 25.6 AC. out of
g 2 $ " oI gI aI aI - aI ( � a''� a aI - ( - ( - 42019'42"E 8.84
4 0 6 8 9 10 0 11 12 w 13 w 14 w 15 t,, W w of C r.r
W W w W CI W W W W W W O O O O O O O O m NI m CD 1 m
1 S4 .5s 211N I , _, , , ,�' , -'�► -, •, '1 t _Im _' -'� -1� �'�+ -1� -' ' 1� aJ CZ 1 called
14.52' , I I I t 11 1 I 1 I I I I I I I 1 I I 7 0? X23 -- _ _ 55.DQ_ _5590__ _-82,57 a0 1Q,QQ
1 16 �' (M w ' m�xru� t o - -- r---� --- 15 3 acre tract
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LAW
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r- ---•- -� i r t 1 I ' I I 1 1 1 I I I I + ► r En g �I ,I -.I ,),z, ,) , N4rts 40� ZONED A -O
Z i.52 1 z z z z m Z Iz 'z z Z 'Z 'IZ Iz I IZ IZ Iz IZ 1 m, r3 p , N,p �, 1 1 110.00' t
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1 J N {+ n - 1. o .p4 �e4 '' -' '' '' '' '' ml w m m m �' 15 ,'
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10 cI ' 9 0) I m t o , h= 37 n IP: r. I 3 Ir_ a: 28 �? 27 6 I+. 25 ;� 24 I� 23 ;� 22 21 I? 20 a :14 115.00' ') -) -I •I , r 17A r
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S41'55'21'W t i , .m .m .m _m .m .m _m m .m .m -m 1 t N
Co 1 I I 'I m �S 1 10' INLET 'I I1 I 1 1 I 1 I I 1 I 1 I 1 I t ► 1
114.52' , ;' , li' I t I . t 1.9 1 I 1 I I f: T� I I 1 1 t p: 9 1 t 'BLOCK 61 I I N42'16'40 E
O 18 0 BLOCK 8 �\BLOCK 9 -- _ _ _ -- - O BLOCK 9 ,a I t t o.00' I
40.QMT x 49-QQR _5515 _ _5 15-- _55.15'_- _ _ _ 55.15 _ 5515 _ 55.15' S5.M _X515'_ -55.15-- -55.15__ _ 515'_ _55`L5__ _55.15 _ 5,15-- -55.15:_ �4.Z2� � _ _55,� _ r1�99_ t 55.45E_1 _55.Q4 _'_x,99_ t _59.$� _
"ice - I i fv % 17BM" 1= L
, +8 PIPE to' mEf JUNC. Box 7- p,PE , 8• Df?Ve Landis Avenue I I
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CJJ , s IMINARY 1
114.s2'w i • Dove Landing A nue'' „ c i Dove ding Avenue FHe 1W INLET i «-
g N4r1 s'4o"E
�- 2r 8 ASPH PVMT, 50' ROW y I -► 1 -b .- 2V B -B ASPH PVMT, 50' ROW .-
19 �; 18 j 2r e -e ASPM PVMT, 50' a I i I 110.00' I
LOCK 2 of # e i 40.00' --131.67r -- 6,.67' 61.87^ 39.99' -T 55.t]Or -55.00-`- -55.00- - 55.00r 55.00' `ra.00`- -- - - .QO `\ i 40.00' 56.18 -5 --r- -,- ----r- -- --�- _ r-' 18'
--- --- t �a L`�III AIL
541, 1 •W 1 & /55' ` I / 6.18 56.18 56.18 56.18 56.18r 56.18 56.18 56.18 56.18 56.18 56.17r 40.56 \ N BLOCK 6 L-
i I ` BLOCK 10 ; BLOC 11 PAE BLOCu 11 BLO 13
13 0' ��T PAL
114. 5 a s 10' INLET Iz Iz Iz IZ 1 I I 1 1 I 1 I I I (r»'l Iz �Z 'iz �z 54' PIPE 1 1 I 1 1 1 I 1 I 50) I
■ Z z z z z z z Z "z IZ 'Z 'Z Iz IZ I_
20 °i; ) I '• --I t$ ' , -'$ -'�4 ,A �A = 4 -•� -•44 - -at �_� --� =t ,� ; j ; - 4 ..4 -_-it ,4 -.$g _ �_A �_ ,I4 I4 ,1 ,t� i E 1 1 I N4x1a6�_'E t
No Na , 1 n'on 2 �� 3 rn� P A`
tn� g' 1„a m� a'on v,� c"o <" to p I I 1 chop 2 c"oP 3 rnop 4 c"a c"o _ v�oP- vt ut --o v,o to cno t{,,
0 t _ I - I - o ) - 5 o) 6 8 c; - 9 c; 10 c; 11 aIw 12 a(c,i 13 I I oIw olt.i aIw olt,; 5 o w 6 7 g;w 8 olc;, 9 aI 10 c 11 OII= 12 o) 13 oIp ' Po _
I S4t'55'2_VY ' 09r 2 om 3 �m in 5 N j j t'' m om m c,Wp .� t?m t'' o cg cm cm I I t?m �m r?m 4m .m �m t?m oW o(A t?rwv 14 ; t- 19 L
- IL IN
114.52 'I� Ixl 1 1 1 I 'I
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111lbsof 1 u 1 ]1D
_- r_ -�_ _r_ T ____Y _-__ r_ ____, _ ____, _ ____Y ____� _ ___-�_ ___ _-- _____ _ ___ J 110.00
. i oT A N tcua - - - - - - - - - - - - -- - - --- --L.L.P.
-^ - _ _-- _ --_--- 20' 8-B ASPH PVMT, 24' ROW ~ ' o a T r '- r , - -o ' - n -f--_ �- -8 A�tl PVM) 24' ROW r -� -r -ti I JK Development, L
' S4r55'21'W �+ - - - - - - Alley . ----• •-------------,-----=--•---•------- --._-- - _ 20 14.163 AC.
IN F
- _114.52' ; r �--- - ff Is
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F F N tOr PA.E
-5 - - - - - --` I -- - $- - - - 5 - - - - !i _ 56-:18__ _ 56,1@ - lam_ _ fit@_ 55.15__ _.5.616.- - -- 59.ZQ--� _ N 1
25391
-- - - - - - -- - i N42'i6'40 E I
I 22 0l V (Z 'Z Iz rz BLOCK 14 tar PAM ` 170.00'
, 1 30' PIPE I I I I I I I I I - 1 I I 1 1 I 1 I I I_ 1 1 I t I NED A -O
lle I.S.D. - f 1 N N, ■ z z z z z z z z z z z z z z z z z z (nPIOAU z z z z
g I I I I I I I I I I 10' IM ET 1 1 I I 1 1 _ I 1 1 �, �, �, +, 1
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R = 3 .6338 AC. 1 vl , 1 Ids I T l� RJLET r-p1PE t is a m c to q m o ts m o ,p o ,o o ,p o ,o oto o m , 0 m o m o ,o $ m o m o o m g m g 0 . ro . io _ rp 13 _ m 14 '. I N4218r�0�E-170_00
I I 1 1 1 1 ' 10' INLET I: Int I� I Ids 1: I:4 I:4 1: I.4 ' 54' PIPE , 1 Iii I I its I�r 1x3 ' ' I� Int I , ,
WPAM
- Rj
Fioo latn 3 02/ 5 LIMINARY PLAT
2.9270 AC BLOCK 51.6r lU& - FTnl B4�Q2 ti X599: t 5;z-QD:_' _iiS.QQ_ I _ 5599_ t 55s990. _ 1 _55.QQ _'_�`t599= t 5>:-Q9'__ r _QR_ 1 _5.99_ ' 12 11
14Q. ' 12 1 w` 4Q,QQQ t _ 56 ' _A.@. 1 _6.]$'_ ' _�6.!& _ I -X618'-_f _56.1 _' _�6.1@_ ' _;zG _' -16'_ ' @6- t B 16C ' 14@6..13__ t 58 29 ' t----------
ZO D_o22 D I V CROSSING SUBDIVISION
E ald Dove Avenue ; ' Emerald Dovj Avenue J,,,,c �x ; Emerald Dove Avenue his• ♦SPE , t W40_E t
L10---- C�' - ----- -- ---- -- --- C4' I - - - - - - -- - - -16-120b--t-- - - ---- ------ ---------- ----------------------- ------ C 11
-► a 2r B ASPH PVMT, 50' R W a 1 , F y 2r B -B ASPH �. - =� ._• = _ - __ _ _ ~ ' 107.759 ACRES
'• - • ... • ---r -- --r--,.56.03T - 56.03'- - 56.03'• 6.03
r---- ROW -► 2r B -B ASPH PVMT, 50 ROW -► r -► 23 A
' BLOCK 18 `\� j 40.00* I BLOCK 171 61.67' ' 61.67 ' 39.99' `\` i BLOC 3800 'z 58 'z 5$ t�br tZ'" Tz Iz ♦3'130'---6i.�r- tZ -si-�' -1 ;BLO z 16i Ob' t �T+3.�'id'`. I B40OOCoK11556.03 1 t t 7� PIPE I t I BLOC ` N42'16'40�E •Fyi , „
_ _ _ z z _ z Z z z z I S 1A 9 =1 AC. PHASE 5= 10.406 AC. t
( 1 W Z z z Z Z Z 1 1 1 �.
I v 1 Lo- 1 La 1 j �I 1 �I� �I _I 1 I 1 -,I ,o' INLET 1 1 I 1 1 1 t t 1 1 t 1 1 110.00' A
I of 1 1 1 N �a �o f i , PIPE �� U� tn� �o �� vto �o �o cno �o �o ;1 $4 �0 ; ' I
341 too 1 0 2 0 t= 3 0 4 P ml 1 0 w 2 o ui 3 c ui 4 c ui 5 o ui 6 0 7 a P g c P 9 c A 10 b 11 c 12 m, ii 1 cn P 2 cn �, F, in cn rn P cn P p rn-0 cn �, cn p mt 24 C' (� z f l �SE B �$" _
;, .82-- oI; oIW oIW gIW 5 ao�m a�m RIm a m a m �I� a�� ?Im oIm �Im �I� gIW gIW w p 7 a - gIW 9 g t,; 12 gIw 13 g w .1�+7 - 5 :...AC PHASE 6 18 891 AC.
m oP OI - m . m' . m -. _ m 1 ' ` " ....-.. ,,
.., , ,
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t J �► �* I
20 P.U.E SEE TE 0 I 1 I 1 I t I cJ _ -. r.
(1) HSE 1.0 :625�C. PHASE 7 15.961 AC.
16 , 1 Z(PUE ; 10' =.,. 4D PALL I I 1 1 1 1 I 1 m°C I 1 , , , ?7attE I 1 1 I N _ Q „, -
THIS EASEMENT WILL BE 1 w to• IN frrPlOu> t m , ;
1 ---- ----- --- ------ ----- ----- ----- - ------ ------ 80 PIPE c+ Ctwlaet) �. w.
---------------------- -------------------- ------ ---- m r,
. - -- ------------ ------ ------ ------ --------------- ------ --- --- ------'-------J � ..z
CONVEYED BY PLAT TH "ilk -�••� x «s•;
5 PF��45� 2_ 8.289 A''C. RPHAS.E $ 10 5 g C.
THE DEVELOPMENT - : - - - - 0 5
-- - - - - :- --s -- _ 25 1 1
,6 -- - - -- -- -- - 9$,54-- -56-49__ _,S>v3 _ _ 5fl9Q---5$QQ_ _9L4Q_ 68.50 , " a ... ..
PHA T 4 r , r51.9Q- -- 61.44 - - - - - - d -- - - - - - - 5 - - - ONO
- -- -- -5 - - -- - 6'=.;.
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1 10 INLET I I g
_ _ _ t t P ASE 3 =- 8 708AC, PHASE 9 _ 13.523 AC.
3 �; t IIz Iz ml I z 1 Iz Iz IZ Iz Iz .4--
z t' I I 1 1 I I I 1 t I I I I I = d ' 40_E
±1 �Iz IzIZ Iz Iz p; S� < I 110.00 1 .i
• PHISEw4 = 7.152 AC.
I_ 1'55'21'�AI l _ tno t'no tno wo o - to P' cn 3+.,i- o ,nom o aW Oo Oo tno mo tno cn cno tno �,o::: m mo al ='N
s p o c .a: c 24 c 23 m o 2 1 18 - o - 0 28 ? 27 a': 26 25 -0 ,21= _ P ,� e- _ + _ _ 26
114.52 , ,I I �Iw 9 OIw S oIW ] oIW 6 I o�io ' . m Jm m u' - I I I I I I _ I I (c.+ t `L
_ m . m . m - m �- PtPE _ o w w w w O m w 13 t f`C M1' o o o f g 24 g 23 g w 2 g g g 20 g 19 0 1g o 17 0 Is o m zs N N BLOC I : 1 LOTS 1 T RU 21 BLOCK 9 LOTS 1 THRU 38 BLOCK 17 LOTS 1 THRU 10
1 4 •cn;I� 1�! 1� 1 1 I 1� g I I I� I� �' I� �' I� , , � : ,�,.,, tis 1�lr_ : 1�} t� ' :, � _�;'�'. � �'� j� 1� ,- Ids i � mo�. ; I ,
1 t I I 1 �' I I I t I 1 I I - , , , "I :< 1 , I Po>r I N4r1s'4o� 00 BLOCI 2, LOTS 1 TI RU 23 BLOCK 10, LOTS 1 THRU 10 BLOCK 18, LOTS 1 THRU 12
. �� 1 1 , ; BLOCK 17 BLOCK 6 OC 16 1 , BLO. 15 r o' >NtJT tea BLO 15 , , 11o.ao t
SOUTH ST 341 55 21_1 1 4Q -- ----SL6Z__ _51,6Z__ X282 \� 4_3-50-- -58_.00-- - 58.00' SS.00' SB oo' s,.00' si.00• si.ao' si.00' st.ao' - --61--- ' -wm_
__a.3_5o' �,�. __- _s,_ ,p,�• __ ___ _,q,�_ _�_ �p,L•_ _�6 Q_ - _�� _• _�, A (j� BLOCI 3, LOTS 1 THRU 12 BLOCK 11, LOTS 1 THRU 13 BLOCK 19, LOTS 1 THRU 10
PIPELINE CQ. ; 114.52' ' Dove Run Trail h D ve Run Trail I �„ Dove Run Trail 27 BLOCI 5, LOT 1 T RU 41 BLOCK 12, LOTS 1 THRU 13 BLOCK 20, LOTS 1 THRU 24
I
`i' ' " y '� OT 1 T RU 7 BLOCK 13 LOTS 1 THRU 14 BLOCK 21 LOTS 1 THRU 28
30 EASE ENT I 5 ,� ; '; ,
S PAM I 3 ■ 2 B -B ASPH PVMT, 50' ROW.- -► # 2r B-BIASPH Pi 50' ROW e- I ■ 2r B -B ASPH PVMT, 50' ROW , I N42'16 •E T
VOL 517, PG 507 , cl,Pta„ta + °' p r BLOC♦ 6, LOT 1 T !RU 48 BLOCK 14, LOTS 1 THRU 14 BLOCK 22, LOTS 1 THRU 13
------- ---- -- - -- --------- ------y •-----•-----------•-------•--- ------ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - , 110.00'
T S41'5r2pNW' t8 - - - " C ,
a -- ---- r ---T-- ---- -- -- -- - -- ' - `--- -- -- - - -- - -- - r ---.11Or- --61--3Ti-5o �. -- - -- - -- - r- -- - t_ T , �o w BLOCI 7, LO 1 T RU 38 BLOCK 15 LOTS 1 THRU 28 BLOCK 23 LOTS 1 THRU 5
114.52' i 40.0 61.67 61.67 61.6/ 39.99 i 7.50 51.00 b`f 61. 3� $3 5b'- 31 Old 6=1.00' 01.13 b`f , f1�S�4 G3.64 X164 Ilb.lS4 x00.04 0 4 6'O:If4 U4 134 38 02 \ + t
/ t: 1 , 28
f N, 3 F BLOCK 19 BL I 20 PUE BLO 20 BLOCK 1 + ` BLO K 21 ` I N N BLOC♦ 8, LOT 1 T RU 10 BLOCK 16, LOTS 1 THRU 24
IZ IZ tZ I ■ IZ t Iz Iz Iz tz 1, IZ Iz z ,z ,Z ,z ,z Iz `:"tz Z Iz Iz Z ,- ,
wJ ; �I �I -,I� • ,p,,E,' I 10' INLET -11 -1 ��� �I �I- X14 ..I4 -14 -14 --1 10' wtFr � --1� .14 -I� �1� ,f� A �1� �1 ..1�'a X14 .-1k �1� I I I _N42.16'40•E ► � ( j
S41'55'21 •MI f ' to 2 w o 3 silo silo 5 1 I y' o o' o y' m o' y' $ y' op- P' v, y' t In p ow o 0 0 0 -
/ t- 114.52' m `° - Iw a p l 1 i gIm 2 0� og 4 gJm 5 ��m 6 �Im ? �Im g �Ig 9 g�m 10 ��g 11 g�m 12 .. 1 q 2 Im Ig Im �.m g�m - �'m oIm oIW oIm 14 R BERT STEVENSON LEAGUE, A-54
BLocK18 �, ► om -I 'I m� t I I� t I g p 1 1 I . t t� T� 1 I� I I� I� I �, 29 CO LEGE STATION, BRAZOS COUNTY, TEXAS
W; n l I I I 1 �p,,g 1 mD: ExIsnNGPONd 1 I 1 1 1 I 20FPA•EI I 1 1 I 4 I I I IEXISnNGPONDI 1 I I W I 1 1 I
7 ') a ' ' 1 CM4CN� I (SEE NOTE #t2j _______ _.____-- _ _ _______ _____ ___ ___ _______ 80' PIPE _______ ______ �___-_ ____ (SEENOTE#12) , --
' S41'55'21 "W t --- -- -- ■� �+- --- _ � -- --- --- --- _ ----- _ _ _ 110.00' • !!
114.52' tnI 1 1 r- - - --s -- - -- -- -- --586 - I'�' - r- ---= - ------- -- --- ---- -- -- - --------- ------- - ----- ---� Q-- --- --- - --, - 74_='` -- -- - 60.04 _ _ 60.04 _ 60.04 0.0 _ _ BO.o= _ 04 _ 04 _ _ Aga _ 60.04'---70.00r_l 1 1 '� S C A',L, 0 0 AUGUST, 2004
' _ 1 1 -- -
/ 8 W; Iz IZ Iz Iz �a , PIPE t2 IZ I z IZ Iz IZ Iz IZ Iz IZ IZ m' .. - 'Z Iz Iz Iz I}z. , , fz Iz i 30 REV. SEPTEMBER, 2004
I , P �1 .-I �1 �' a, �I rl� �I t� �I4 .-1 �I �I O, �1 ..I �I I a4 �1 �I -,1 p; t N42',6'40_E 1
1 541'55 21'1N �, o o �, o U, o o 24 °i rn on 22 00 21 20 P' P' an- 4- 16 cn 15 :14 9' 1 a 28 an o � in Q,I I 110.00' I , ,
0 1 1 N a a j OCTOBER 2004 (REV 2)
114.52 1 ■, 10 oI? 9 oIW 8 oIW 7 gl;: 6 o a0 o; a;w w oJw o w o�w oIw w o w oo�w oIw-_ oI g�w w It.; ui aIw o w o�t;, 15 t f
f W W W W O O O O O O O O O O 1 p O O O O O O O I I
m, , o m o m o m m , m m m m m m m o' INLET m m m - m - m m m m m, 31 �+ (NOTE 8, SHEET 2 OF 2 ONLY)
1� 1 I� Int , I� I I I I I I 1 1 160• (ryPE I� 1 I AUGUST 2005 (REV. 2)
�- I t �aAE t I f t I I . I 6IP t I t j OWN R f DE ELOPER
- i ■, � t BLOCK 19 , B CK 0 BLOCK 0 , , I 2 fY INLET BLOC 2 1 I >'
1 S41'S5'2t9N
Fill ' -- -5L6Z _SL52__ 5282 % - - t.00__ st oo'_ ' __sloo'---61-��- - 61-��-- --6_00__ si_oo' ---�7�-- --81_ _ 57_50'; °45 _oo'-so.oa_ BLg a4_'_ _so.o4'_ _5�Q4_ _6_ _B�Qa- - °�--g9,Q4'_ _6�4�_ _64.4_ _so.o4_ 38_02' , / `��---s46b=-�
44,42 - --- • - --1-� -
/ I 1,4.52 - _ _ _ _ _._�_ - - 10 (RE 3)
-- - - ' ..._. _._ Ed Fr h in Bu ers Y, V.
to y; 2rIIASPH e ; - F r- -► < JtJNC. ItOX � ao• PIPE ' • � I PIKE � 'g I ENGINEER:
Dove Chase Lane I Dove Chase Lane +- �, ,o' TNI,, i B' 3887 1 h Lone ome
,so'Row« C iso .- -► 2x8-BASPHPVMT,50'ROW-«-------------------------- Colleg Station,' X 77845
' , , 70' INLET f- s 2r B -B ASPH PVMT, 5L1 ROW -► _ � •- .- o
S41'55'21'1N - .. -
1114.52' , - ----- - ----- -------,- ---� --- r ----- r- ----- r- ------r- _- _---._ __ _-._ ---- r_ _-__�__ --_-v------r- -----r- ___� -v -----r-- -----r-- -----r-- -----r-- ---�- -----r----r-- _ e . . �j�,, * �,�r��r�+ T� j►
BLOCK 23 61.6T 61.67 39.99 t? 1 j, 40.00 60.50 60.50 60.50 60.50 6 .50 60.50 60.50 60.50 60 LO 22 0.50 40.00 \` -! 43.00 68.00 68.00 66.OD 68.00 i 55.00 55.00 -55.00 635.00' • -55.00Y • 55a�r • 55.00'• 55.00'- 55.00r 55.00' 69.47- t (979) 76-826� j� CJ ���I��'r�Li.,�FlY1tiL�f l� i/H� ^
1 tn, -• 1 , , a PALL] , _.A. LO 22 I I I �S PA•.E` 1 I t 1 O I 1 1 I 1 1 '' 30' 5 WLET s PAM 0' INLET tB PAS I !
I z z z pwlray z , z z z z "Y""" z z z z z z , ts' BLOCK 6 z z z z ' 1 1 1 1 CIVIL ENGINEERING &DESIGN BUILD SERVICES
,0' INLET I 1 1 Lt. I I.0- 1 I I 1 I 1 1 1 I I p 1 1 , Iz
I f' + o + o o o t -' I i z 1 1 I t t 1 t I t Kent Laza, P.E.
C! 10' IN 2 PIPE
T S41'55'21 •W , � $4 : � 04 � ." m, -- � -' � _ � -- � -_- � �_ is'4 -- � '' � � 1 � � � -' 04 -' � -' �. -' � t ; 1 BLOCK 6 I �
11452' wT 1 1 I 1 °' +` 2 01 3: 3 Q1 � 4 40 w 5 1 O1 2 to � 3 0" 0n 4 "' 4 5 P' 6 moi, 7 to � 8 1n � 9 9' � i0 cn � 11 P' � 12 T - , 4? \ a, 46 45 .W � 44 N � 43 v 42 0 41 1 SUR E Y O
t , ql� nllm ol,oW iplm ; I , gIW mIw NIw wIW olu+ ■Iw 00Iw i°,+Iw i Iw mIw Iw to' MEET 1 1 ODIw Iui „ wI inI - .IIf. to 40 +Iz 39 �I$1z 38 �I 37 �I 36 ; 35 JIB 34 I 33 �' 547 William D. Fitch Parkway,
vl I
t 3' RCBC Im .Im .Im .Im
C. _Im O:Im .tm .Im -,fO -,t0 80' PIPE ' I ,0' INLET �= m '`L m n_ m �: m `L w ala Texas 77840
I t I 'I -f ■ Curtis Strong RLS No. 4961 Suite 110
12 7 I I I 1 ' f 1• �: m in m to m o 0 o m m m o College Station,
10' INLET BLOCK 23 , I BO' . ' (,a pAg 1 I I 1 I I ' 1 1 I ' 3.96' 1 ro It,w y -'w Iw 'w 't.i w .NWo Strong Surveying ...
L -------- ' ----- ---- ----- ----- So' ca -- -- ----- - -- ---- - JUNC. _ 1 m m o c m _ POB 77842
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-'-'-� '- - - - - -•--- Bryan, TX 7 02 (979) 431-0822 Fax: 866-413-0895
,8 PIPE Frzf -
MATCHLINE SHEET 1 OF 2 I 18' PIPE , u MATCHLIN ET 1 C F 2 . I I I I I I 1 I , MATCHLINE SHEET 1 O 76-9 36
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• •
,., _ ._„ M -
1
on
BEARING
CURVE
LENGTH
RADIUS DELTA
Phase 4B
CHORD
CHORD BEARING
C1
39,75*
25.00'
ZONED R-1
25.49'
35.69'
- •
C2
39.27'
25.0o'
11. 11- .
25.00'
35.36'
NB 55'2 '
C7
' 1 1
25.00'
90'27'38'
25.20'
35.50'
03'18'28"W
C8
39.46'
25.00'
90'26'16"
25.19'
35.49'
S8614'35'W
C9
39.08'
25.00'
89'33'44'
24.81'
35.22'
S03 -45'25-E
CIO
39.07'
25-00'
89'32'22'
Ord ,�a•:�:�`.
ice•
N86'41 '32E
C11
39.47'
�'
`�•��
25.20'
35.50'
S03 -1 8'28"E
C12
39.07'
25.00'
89'32'22"
24.80'
35.21'
��,�.v. ,-
C13
15.77'
25.00'
%
8.16'
15.51'
N23'51'21'E
C14
--
&�
--
I --
--
--
C15
15.77'
25.00'
3607'59"
8.16'
15.51'
S29'39'20'E
C16
13.59'
25.00'
31-09'02"
6.97'
13.43'
IT
LINE TABLE
Alex
indria Subdivis
on
BEARING
CURVE
LENGTH
RADIUS DELTA
Phase 4B
CHORD
CHORD BEARING
C1
39,75*
25.00'
ZONED R-1
25.49'
35.69'
So231' 9E
C2
39.27'
25.0o'
90' '00-
25.00'
35.36'
NB 55'2 '
C7
39.47'
25.00'
Phase
C3, C4, C5, C6, C14, C17, cis, C57, C58, C62 & C65 HAVE BEEN OMITTED.
110
C
h_�xrx„ a �xxav x: - G� c^era�ua
1
..w
W.k
vas
. 1 ' z,
i:.
w�
� Y�w
35T - 430 0'
saneake Court
LINE TABLE
CURVE TABLE,
CURVE TABLE
Sub 'visio
base 2
NED -1
BEARING
CURVE
LENGTH
RADIUS DELTA
TANGENT
CHORD
CHORD BEARING
C1
39,75*
25.00'
91'06'21*
25.49'
35.69'
So231' 9E
C2
39.27'
25.0o'
90' '00-
25.00'
35.36'
NB 55'2 '
C7
39.47'
25.00'
90'27'38'
25.20'
35.50'
03'18'28"W
C8
39.46'
25.00'
90'26'16"
25.19'
35.49'
S8614'35'W
C9
39.08'
25.00'
89'33'44'
24.81'
35.22'
S03 -45'25-E
CIO
39.07'
25-00'
89'32'22'
24.80'
35.21'
N86'41 '32E
C11
39.47'
2500'
9(r27'38*
25.20'
35.50'
S03 -1 8'28"E
C12
39.07'
25.00'
89'32'22"
24.80'
35.21'
N8641'32E
C13
15.77'
25.00'
3607'59'
8.16'
15.51'
N23'51'21'E
C14
--
--
--
I --
--
--
C15
15.77'
25.00'
3607'59"
8.16'
15.51'
S29'39'20'E
C16
13.59'
25.00'
31-09'02"
6.97'
13.43'
S63'17'51
C17
--
--
--
--
--
--
C18
--
--
--
--
--
--
C19
39.27'
25.00'
90'00'00"
25.00'
35.36'
SO3'04'39
C20
39.56'
25.00'
90'40'23'
25.30'
35.56'
N8635'10"E
C21
229.88'
430.00'
30'37152'
117.76'
227.16'
S563354W
C22
39.26'
25.00'
89'58'35'
24.99'
35.35'
NO.T 5'22'W
C23
39.27'
25.00'
90'00' '
25.00'
35.36'
58655-21-W
C24
39.27'
25.00'
90'00'00'
5.00'
35.36'
03'04' 9'W
C25
13.62'
25.00'
31'12'54"
6.98'
13.45'
63'41'06"W
C26
133.02'
50.00'
52.25'48
203.79'
97.12'
SO3'04'39"E
C27
13.62'
25.00'
31'12'54'
.98'
13.45'
N5731'48"E
C28
9.27'
25.00'
90'00'00'
25.00'
35.36'
NO3'04'39'W
C29
38.79'
25.00'
88'5339'
24.52'
35.01'
728'31'W
C30
36.66'
25.00'
84'01'02'
22.52'
33.46'
S83'55'52"W
C31
202 -IN
430.00'
2655'58'
102.97'
00.27'
S6 31'36E
C32
197.76'
370.00'
30`3716"
101.30'
195.42'
N65'40'52"W
C33
40.27'
25.00'
9717'30"
26.02'
36.06'
N04'13'24W
C34
39.27'
25.00'
90`00'00"
25.00'
35.36'
8655'21 E
C35
39.27'
25.00'
90'0000'
25.00'
35.36'
S03'04'39
C36
7'
.00'
90`00'00*
25,00'
35.36-
S86'55'21 "W
C37
39.27'
25.00'
90'00'00'
25.00,
35.36'
NOV0 '39'W
- C38
9.27'
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' 39E
C40
39.27'
.00'
90'00'00"
25.00'
35.36'
655'21'W
C41
39.27'
25.00'
90' 'o0'
25.00'
35.36'
NO3'04'39'W
C42
39.27'
25.00'
90'00'00'
.00'
35.36'
N8655'21 E
C43
39.27'
25.00'
90`00*00*
25.00'
35.36'
SOTO4' 9E
C44
39.27'
25.00'
90'00'00"
25.00'
35.36'
S8655'21w
C45
39.27'
25.
9 00'00'
25.00'
35.36'
N0604'39"W
C46
39.27'
25.00'
I 90'00'00'
25.00'
35.36'
N8655'21 E
C47
39.27'
25.00'
90'00'00'
25.00'
35.36'
S03'04'39E
C48
39.27'
25.00'
90'00'00'
25.00'
35.36'
S86`55'21 "W
C49
39
00'
90'00'00'
25.00'
35.36'
NO3'0 '39'W
C5
39-27'
25. '
90 '
25.00'
35.36'
655' 1 "E
C51
39.27'
25.00'
90'00'00'
.00'
35.36'
S03'04'39'E
C52
39.27'
25.00'
90`00'00'
25.00'
35.36'
S8655'2 'W
C53
39.26'
.00'
89'58'35"
24"'
35.35'
NO3'05'22'W
C54
39.28'
25.00'
90 1'25'
25.01'
35.36'
8654'38-E
C55
39.27'
25.00'
90'00'00'
25.00'
35.36'
S03.04'39"E
C56
+Z72'
.00'
9754'04'
.71'
37.71'
S0701' 1 E
C59
98.49'
425.00'
13'16'39'
49.47'
98.27'
SW17'01'W
C60
30.70'
25.00'
70'21' '
17.62'
28.81'
63'49'33'
C61
161.54'
370,00'
25'00'52'
82.08'
160.26'
S68`29'09'E
C63
39.07'
25.00'
89'32'22'
24.80'
35.21'
8641'32
C64
39.47'
25.00'
90'27'38"
25.20'
35.50'
NO3'18'28'W
C68
44,721
25.00'
1 02'29'22
31.14'
38.99'
S2 '01'56E
C67
76.64'
375.00'
11'4236'
38.45'
76.51'
S360eo3'W
C68
39.07'
25.00'
9'3 '22"
24.80'
35.21'
S8641'32W
C69
39.47'
25.00'
90'27'38'
25.20'
35.50'
NO3.18'28"W
C70
38.51'
25.00'
861546'
24.25'
34.82'
N8603'14"E
C71
168.58'
.00'
222743'
85.38'
167.50'
N61'02'45
C72
39.27'
o0'
90'00'00'
25.00'
35.36'
S03'04'3 E
C73
39.07'
25.00'
89'3222'
24.80'
35.21'
S86`41 '32"W
C74
39-47'
25.00'
90' '38'
25.20'
35.50'
NO3'18'28"W
C75
39.27'
25.00'
90"00'00'
25.00'
.36'
NB655'2 "E
C76
39.27'
.00'
90'00'00"
25.00'
35,36-
SOTCW39E
C77
39,27'
25.00'
90'00'00"
25.00'
35.36'
S8655'21 "W
C78
39.27'
25.00'
0'00'00"
25.00'
35.36'
NOT04'39 W
C79
39.27'
25.00'
90'00.00'
25.00-
35.36'
8655'21 E
C80
39.27'
2.00'
90'00'00'
5.00'
35.36'
S03'04'39E
C81
39.27'
25.00'
9200'00"
25.00'
35.36'
SB655'21 "W
C82
39.27'
25 00'
90'00'00"
25.00'
35.36'
NOTO4'39'W
C83
39.27'
25.00'
90'00'00-
25.00'
35.36'
N8655'21 "E
C84
39.27'
25.00'
Sir '00'
25.00'
35.36'
S03'04'39E
C85
39,27'
25.00'
90'00'00'
25.00l
35.36'
86 '21 "W
C86
39,27'
25.00'
90'00'00'
25.00'
35.36'
NO3'04'39
C87
39.27'
25.00'
90'00'00'
25.00'
35.36'
N8655'2 'E
C88
39.27'
25.00'
90'00'00'
25.00'
35.36'
S0604'3 E
C89
39.27'
25.00'
90'00'00'
25.00'
35.36'
S8655'21
C90
.27'
25.00'
90'00'00'
25.00'
35.36'
NO3'04'39"W
C3, C4, C5, C6, C14, C17, cis, C57, C58, C62 & C65 HAVE BEEN OMITTED.
110
C
h_�xrx„ a �xxav x: - G� c^era�ua
1
..w
W.k
vas
. 1 ' z,
i:.
w�
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35T - 430 0'
saneake Court
ll vill Court
LINE TABLE
CURVE TABLE,
Alem
Sub 'visio
base 2
NED -1
BEARING
CURVE
LENGTH
RADIUS
DELTA TANGENT
CHORD
CHORD BEARING
C91
ll vill Court
L3 & L4 HAVE BEEN OMITTED.
EXISTING 15"
SEWER UNE
or
I I I L I I I 1
t50O:�l
I
14'58" .9 ,, .05' D��
SS B.
'� ` Called 22.796 AC.
7� 327/90
ZONED A-0
e
9tb.
`.
POP
,,� ,�.• /
Meadow kYdivi
f.• Ai� •Phase
ZONED R-1
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TCHLINE- --L_-SHEET-1-OF 2 -
® a� SHEET 2 OF 2
(00 50 0 100
SCALE IN FEET
LEGEND
LINE TABLE
CURVE TABLE,
CONT.
LENGTH
BEARING
CURVE
LENGTH
RADIUS
DELTA TANGENT
CHORD
CHORD BEARING
C91
39.27'
25:00'
W00'00"
.00'
35,36'
N8655'21 "E
C92
39.27'
25.00'
90.00100"
25.00'
35.36'
S 3'04'39"E
C93
39.27'
25.00'
90'00'00"
25.00'
35.36'
S8655'2 'W
C94
39.26'
25.00'
89'5835"
24.99'
35.35'
NO3'05' -W
C95
39.28'
25.00'
90'01'25"
25.01'
35.36'
8654'38
C96
39.27' 1
25.00'
90'00'00-
25.00'
35.36'
S03' '3 'E
C97
39.42'
25.00'
90' 1'19'
25.16'
35,46'
S8706' 'W
C98
39.11'
25.00'
89' '41'
2.85'
35.25'
NO2'54'00'W
C99
39.27'
25.00'
90' 0'00'
25.00'
35.36'
N8655'21 "E
C1oo
39.27'
25.00'
90" '00"
25.00'
35.36'
S03'04'3 "E
C101
39.42'
25.00'
90"21 '19-
25.16'
35.46'
S8706100'W
C102
39.11'
5.00'
9' 8'41-
24.85'
35.25'
075e00"W
C103
39.27'
25.00'
90. 0'00•
25.00'
35.36'
8655'2 E
C104
39,27-
25.00'
9 0'00"
25.00'
35.36'
S03'04'3
C105
39.42'
25.00'
90' 1'19-
25.16'
35.46'
706'00'W
C106
39.11'
25.00'
89'3841'
24.85'
35.25'
N0254'00"w
C107
39.27'
25.00'
90'00'00'
25.00'
35.36'
N86-55.21 E
C108
39.27'
25.00'
90'00'00"
25.00'
35.36'
S03'04'39E
C109
39.42'
25.00'
90'21'19"
25.16'
35.46'
S871 06'00'W
C110
39.11'
25.00'
89'38'41'
24.85'
35.25'
N 254'00'W
Ci 11
39.27'
25.00'
90'00'00"
25.00'
35.36'
N8655'21
C112
39.34'
25.00'
90.09'21"
25.07'
35.40'
86'49'15E
C113
5.36'
50.00'
60'00'00"
28.87'
50.00'
NI 1'4435"E
C114
170.16'
50.00'
945923
380.05'
9 .1
S79`14'16"W
L3 & L4 HAVE BEEN OMITTED.
EXISTING 15"
SEWER UNE
or
I I I L I I I 1
t50O:�l
I
14'58" .9 ,, .05' D��
SS B.
'� ` Called 22.796 AC.
7� 327/90
ZONED A-0
e
9tb.
`.
POP
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f.• Ai� •Phase
ZONED R-1
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TCHLINE- --L_-SHEET-1-OF 2 -
® a� SHEET 2 OF 2
(00 50 0 100
SCALE IN FEET
LEGEND
LINE TABLE
LINE
LENGTH
BEARING
Li
107.72'
N41.01'27E
L2
73.58'
S48'04'39E
L5
72.89'
S48'32'17E
L6
90.20'
N41'55'21'E- -
L7
89.80'
N41'55'21 E
L5
65.42'
S48'04'39E
L9
89.54
N41'53'56E
L10
89.52'
N41'55'21'E
L11
89.52'
N41'55'21'E
L12
77.58'
N 1'55.21 E
L13
75.70'
S48'04'39E
L14
83.06'
N41'55'21 E
L15
103.04'
S80'59'35E
L16
20.58'
N28'3842E
L17
67.55'
S80'59'35E
L18
65.00'
S4604'39E
L79
65.00'
S48'04'39"E
L20
65.00'
S48'04'39E
L21
65.00'
S4743'20E
L22
66.00'
S48'04'39E
L23
66.00'
O V39E
L24
66.00'
S48'04'39E
L25
66.00'
S4743'20E
L26
66.17'
N48'04'39'W
L27
66.06'
S48'04'39E
L28
66.02'
S48'04'39E
L29
65.74'
S48'0C39E
L30
20.73'
N86'4343E
L31
120.00'
S4615'15E
L32
96.29'
S7602'12"E
L.33
204.84'
S48'13'31E
L34
16122'
N41'47'12E
L35
70.30'
N4617'05'W
L3 & L4 HAVE BEEN OMITTED.
EXISTING 15"
SEWER UNE
or
I I I L I I I 1
t50O:�l
I
14'58" .9 ,, .05' D��
SS B.
'� ` Called 22.796 AC.
7� 327/90
ZONED A-0
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f.• Ai� •Phase
ZONED R-1
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® a� SHEET 2 OF 2
(00 50 0 100
SCALE IN FEET
LEGEND
O RDER OF
® P IASEIA
4 ► PASE11B
® P IASE'1C
EXISTING F1 E2
METES AND BOUNDS I , AS
�
ASE3
All that certain tot, 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
EX13TING�CONTOUR
(MAJOR) _ _ EXISTING SANITARY SEWER -LINE
-
EXISTING
CONTOUR(MINOR) "
( R) EXISTING WATERLINE
4. THE TOPOGRAPHY SHOWN I
" S FROM AERIAL MAPPING DEVELOPED IN 1ss4
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" it FOR THE CITY OF COLLEGE STATION..
/ on found for angle bean
ASE '•
PLT
BOUNDARY ----------- PROPOSED 6" SANITARY SEWER LINE
PI
PHASE
LINE --Y9 --9- PROPOSED 8" SANITARY SEWER LINE
P A
_
1 B 8.451 AC. PHASE 6 18.891 AC.
PI
LINE o PROPOSED SEWER MANHOLE
p
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 comer of the College Station I.S.D. Graham Road School Site Future Phase 11
PROPERTY
CORNER PROPOSED SEWER CLEANOUT
-----------------
PROPOSED
EASEMENT UNE "F "` PROPOSED 6" WATERLINE
- -
-
EXT
TING EASEMENT LINE -" ° PROPOSED 8" WATERLINE
NO. 140603.
And being the some property described in Deed from Dove Crossing Development, LL.C. to Phi -Ton Investments, L.P., dated August 11, 2004, and recorded in Volume 6251, page 270, Official
Records of Brazos County, Texas; 6. THIS
I
ROI
UNE -"-e -------- W -m- PROPOSED 12" WATERLINE
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 II tract and Lot 1, Block 1 of Phase I being
PROPOSED
4' SIDEWALK -MPROPOSED FIRE HYDRANT
I
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
FUTURE
P
PR
POSED 6' SIDEWALK -� ` �`- PROPOSED STORM SEWER
most northerly corner of said College Station I.S.D. Lot 1, Block 1;
E 4 = 7.152 AC.
Pf
® PROPOSED STORM INLET
FEBRUARY 9, 2000. THE 100 -YEAR FLOODPLAIN SHOWN IS AS DETERMINED BY
THENCE along the southeast right-of-way line of said Graham Road the following calls:
-, FLOW DIRECTION
O RDER OF
® P IASEIA
4 ► PASE11B
® P IASE'1C
EXISTING F1 E2
METES AND BOUNDS I , AS
VICINITY MAP
c�F Gam_ -
ti
PROJECT
LOCATION
L MINARY PLAT
acre roc an a occupied southeast line of said called 10.00 acre tract a distance of 518.84 feet to an 8" C. THE EASEMENT TO THE CITY OF COLLEGE STATION IS RECORDED IN
fence corner post found for the most easterly north corner, said corner being an occupied north comer of said called 99.25 acre tract, said comer also being located in the occupied southwest VOL 3393, PG. 1 DOES AFFECT THIS TRACT AND IS SHOWN. D V CROSSING SUBDIVISION
line of the Myrtle Tolson called 25.6 acre tract as described in Volume 3115, page 35; D. THE EASEMENT AND RIGHT-OF-WAY TO GTE SOUTHWEST ING
RECORDED IN V
OL 4003, PG. 122 DOES AFFECT THIS TRACT AND IS SHOWN.
THENCE S 4T 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
comer being the occupied
�
ASE3
All that certain tot, 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
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 3. THIS PROPERTY IS CURRENTLY ZONED R-1, SINGLE-FAMILY RESIDENTIAL.
in Volume 327, Page 90;
P
certain called 99.25 acre tract as described in deed from Alton Goree Neelley to Lisa M. Neelley, of record in Volume 318, page 493, Deed Records of Brazos County, Texas, said 97.94
4. THE TOPOGRAPHY SHOWN I
" S FROM AERIAL MAPPING DEVELOPED IN 1ss4
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" it FOR THE CITY OF COLLEGE STATION..
/ on found for angle bean
ASE '•
PH,
tract being more particularly described by metes and bounds as follows: acre
PI
most _rod point, said -corner :the occupied
t westerly comer of said called 22.796 acre tract and also being the occupied most norther) comer of said g P
_. _. 9 P Y Id 93.543 acre tact:
P A
_
1 B 8.451 AC. PHASE 6 18.891 AC.
PI
1ASE ,8
5. THE SURVEY FOR THIS PROPERTY RO ERTY WAS PREPARED WITH THE BENEFIT . OF
E O_A
'A "
continuing n n i _ _
THEN .
CES 41 53 56 W • .
u n along the occupied ed so
9 9 p southeast line of said called 99.25 acre tract and t TITLE POLICY PREPARED BY BRAZOS CO
he northwest line of sold called 93.543 tract. LINTY ABSTRACT COMPANY:"ALL
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 comer of the College Station I.S.D. Graham Road School Site Future Phase 11
_PA
_
E _
1 C 7.625. AC.- PHASE 7 1-5:961 AC.
and being called 31.6338 acres as described in final plat of record in Volume 3202, page 65, said comer
also being located in the northwest line of the Edward Froehling called 93.543 acre tract as described in Volume 3162, 199;
PHA
E 2 = 8.289 AC. PHASE 8 = 10.567 AC.
page
NO. 140603.
And being the some property described in Deed from Dove Crossing Development, LL.C. to Phi -Ton Investments, L.P., dated August 11, 2004, and recorded in Volume 6251, page 270, Official
Records of Brazos County, Texas; 6. THIS
I
IASE 16
E 3 = 8.708 AC. PHASE 9 = 13.523 AC.
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 II tract and Lot 1, Block 1 of Phase I being
PROPERTY DOES NOT LIE WITHIN A 100 -YEAR FLOOD HAZARD AREA AS
ASE'S
I
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
FUTURE
P
PER FLOOD INSURANCE RATE MAP (FIRM) N0. 48041 CO201 D, DATED
TRACT TWO:
most northerly corner of said College Station I.S.D. Lot 1, Block 1;
E 4 = 7.152 AC.
Pf
ASE
FEBRUARY 9, 2000. THE 100 -YEAR FLOODPLAIN SHOWN IS AS DETERMINED BY
THENCE along the southeast right-of-way line of said Graham Road the following calls:
P�
ASE
N 43' 01' 42" E, distance of 935.93 feet to a 1/2" iron rod with cap set for angle point;
NOTES:
K 1, LOTS
THRU 21 BLOCK 9, LOTS 1 THRU 38 BLOCK 17, LOTS 1 THRU 10
N 41' 01' 27" E, a distance of 107.72 feet to a 1/2" iron rod with cap set for angle point; and
portion acre
tract conveyed to Edward Froehling by deed doted June 16, 1998 recorded in Volume 3162, Page 199 of the Official Records of Brazos County, Texas (O.R.B.C.) and bei
described by metes and bounds as follows: PREPARED BY McCLURE ENGINEERING
ng more particularly
BL
BL
K 2, L TS
K 3, L S
THRU 23 BLOCK 10, LOTS 1 THRU 10 BLOCK 18, LOTS 1 THRU 12
THRU 12 BLOCK 11, LOTS 1 THRU
N 41' 01 27" E, a distance of 721.85 feet to a 5 fence corner post found for the most northerly corner, said comer being located in the occupied northeast line of said called 99.25
1. NORTH ORIENTATION IS BASED ON ROTATING THE SOUTHWEST UNE TO GRID
NORTH BY UTILIZING GPS METHODS.
acre
tract, said comer also being located in the occupied southwest line of the Ralph D. Lee, Jr. called 10.00 acre tract as described in Volume 148, page 300;
7. CURVE LENGTHS SHOWN ARE ARC LENGTHS.
THENCE S 48' 32' 17" E, along the occupied northeast line of said called 99.25 acre tract and the occupied southwest line of said called 10.00 acre tract a distance of 813.16 feet to an"
fence 8
2. THE FOLLOWING EASEMENT INFORMATION PERTAINS TO THIS TRACT:
A. THE RIGHT-OF-WAY EASEMENT TO THE C ITY OF BRYAN RECORDED IN
THRU 41 BLOCK 12, LOTS 1 THRU 13 BLOCK 20, LOTS 1 THRU 24
comer post found for an interior corner, said corner being an occupied interior corner of said called 99.25 acre tract and also being the occupied most southerly comer of said called
10.00 acre tract;
VOL. 98, PG. 84 MAY AFFECT THIS TRACT, BUT IT'S LOCATION IS UNKNOWN.
PIR�i
THRU 7 BLOCK 13, LOTS 1 THRU 14 BLOCK 21 LOTS 1 THRU 26
B. THE RIGHT-OF-WAY EASEMENT TO THE CITY OF BRYAN RECORDED IN
BL' D
K 6 L S!
Q�
THRU
U 48 BLOCK 14, LOTS 1 THRU 14 BLOCK 22, LOTS 1 THRU 13
THENCE N 42 19' 42" E, along the occupied northwest line of said called 00,7r, t t d th VOL 1764, PGS. 8 & 11 DOES AFFECT THIS TRACT AND IS SHOWN
TO THE SCHOOL PROPERTY WILL BE USED FOR THE EXTENSION OF THE
POWERLINES IN ORDER TO PROVIDE ELECTRICAL SERVICE TO THIS PROPERTY.
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
BLO
i
VICINITY MAP
c�F Gam_ -
ti
PROJECT
LOCATION
L MINARY PLAT
acre roc an a occupied southeast line of said called 10.00 acre tract a distance of 518.84 feet to an 8" C. THE EASEMENT TO THE CITY OF COLLEGE STATION IS RECORDED IN
fence corner post found for the most easterly north corner, said corner being an occupied north comer of said called 99.25 acre tract, said comer also being located in the occupied southwest VOL 3393, PG. 1 DOES AFFECT THIS TRACT AND IS SHOWN. D V CROSSING SUBDIVISION
line of the Myrtle Tolson called 25.6 acre tract as described in Volume 3115, page 35; D. THE EASEMENT AND RIGHT-OF-WAY TO GTE SOUTHWEST ING
RECORDED IN V
OL 4003, PG. 122 DOES AFFECT THIS TRACT AND IS SHOWN.
THENCE S 4T 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
comer being the occupied
�
1 07.759 ACRES
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 3. THIS PROPERTY IS CURRENTLY ZONED R-1, SINGLE-FAMILY RESIDENTIAL.
in Volume 327, Page 90;
4. THE TOPOGRAPHY SHOWN I
" S FROM AERIAL MAPPING DEVELOPED IN 1ss4
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" it FOR THE CITY OF COLLEGE STATION..
/ on found for angle bean
PH,
'E 1A ` 9. 1
6 8 AC. PHASE 5 10.406 AC.
......E
most _rod point, said -corner :the occupied
t westerly comer of said called 22.796 acre tract and also being the occupied most norther) comer of said g P
_. _. 9 P Y Id 93.543 acre tact:
P A
_
1 B 8.451 AC. PHASE 6 18.891 AC.
5. THE SURVEY FOR THIS PROPERTY RO ERTY WAS PREPARED WITH THE BENEFIT . OF
E O_A
'A "
continuing n n i _ _
THEN .
CES 41 53 56 W • .
u n along the occupied ed so
9 9 p southeast line of said called 99.25 acre tract and t TITLE POLICY PREPARED BY BRAZOS CO
he northwest line of sold called 93.543 tract. LINTY ABSTRACT COMPANY:"ALL
_PA
_
E _
1 C 7.625. AC.- PHASE 7 1-5:961 AC.
.occupied acre a distance of 1325.98
- feet to the PLACE OF BEGINNING and containing 97.94 acres of land, more or less. EASEMENT INFORMATION APPLICABLE TO THE SURVEY IS SHOWN ACCORDING TO
THIS POLICY IN GF
PHA
E 2 = 8.289 AC. PHASE 8 = 10.567 AC.
NO. 140603.
And being the some property described in Deed from Dove Crossing Development, LL.C. to Phi -Ton Investments, L.P., dated August 11, 2004, and recorded in Volume 6251, page 270, Official
Records of Brazos County, Texas; 6. THIS
PHA
E 3 = 8.708 AC. PHASE 9 = 13.523 AC.
PROPERTY DOES NOT LIE WITHIN A 100 -YEAR FLOOD HAZARD AREA AS
I
PER FLOOD INSURANCE RATE MAP (FIRM) N0. 48041 CO201 D, DATED
TRACT TWO:
PHA
E 4 = 7.152 AC.
FEBRUARY 9, 2000. THE 100 -YEAR FLOODPLAIN SHOWN IS AS DETERMINED BY
BASE FLOOD ELEVATION DATA FROM THE 100 -YEAR FLOODPLAIN DELINEATION
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 of the 93.543 FOR THE SOUTH FORK OF LICK CREEK AND THE ALEXANDRIA SUBDIVISION
BL
K 1, LOTS
THRU 21 BLOCK 9, LOTS 1 THRU 38 BLOCK 17, LOTS 1 THRU 10
portion acre
tract conveyed to Edward Froehling by deed doted June 16, 1998 recorded in Volume 3162, Page 199 of the Official Records of Brazos County, Texas (O.R.B.C.) and bei
described by metes and bounds as follows: PREPARED BY McCLURE ENGINEERING
ng more particularly
BL
BL
K 2, L TS
K 3, L S
THRU 23 BLOCK 10, LOTS 1 THRU 10 BLOCK 18, LOTS 1 THRU 12
THRU 12 BLOCK 11, LOTS 1 THRU
13 BLOCK 19, LOTS 1 THRU 10
7. CURVE LENGTHS SHOWN ARE ARC LENGTHS.
BLC
K 4, L S'
ITS''
THRU 41 BLOCK 12, LOTS 1 THRU 13 BLOCK 20, LOTS 1 THRU 24
BEGINNING: at a found 3/8 -inch iron rod marking the north comer of the said 93.543 acre tract, the west corner of the Peyton Waller 22.796 acre tract described in Volume 327, Poe 90 of
Page
BLO
K 5, LC,
THRU 7 BLOCK 13, LOTS 1 THRU 14 BLOCK 21 LOTS 1 THRU 26
8. THE 20' PUBLIC UTILITY EASEMENT ALONG THE PROPERTY LINE ADJACENT
the Brazos County Deed Records (B.C.D.R.) and said iron rod being in the southeast line of the Phi -Ton Investments, LLP. 97.94 acre tract described in Volume 6251, Page 270 (O.R.B.C,);
BL' D
K 6 L S!
Q�
THRU
U 48 BLOCK 14, LOTS 1 THRU 14 BLOCK 22, LOTS 1 THRU 13
TO THE SCHOOL PROPERTY WILL BE USED FOR THE EXTENSION OF THE
POWERLINES IN ORDER TO PROVIDE ELECTRICAL SERVICE TO THIS PROPERTY.
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
BLO
i
K 7, LOTS TS
�
THRU 38 BLOCK 15, LOTS 1 THRU 28 BLOCK 23 LOTS 1 THRU
� 5
SINCE THE ENTIRE LENGTH IS REQUIRED FOR THIS EXTENSION, THIS EASEMENT
south corner of the said Waller tract and the west comer of the 11.254 acre Springbrook -Common Area described in Volume 2387, Page 241 (O.R.B.C.);
BLO
X $, LOTS
THRU 10 BLOCK 16, LOTS 1 THRU 24
WILL BE CONVEYED BY PLAT WITH THE DEVELOPMENT OF PHASE 1C.
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 9. ALEXANDRIA AVENUE WILL BE CONSTRUCTED TO CONNECT PHASE 6 OF THISROBERT
north comer of ALEXANDRIA SUBDIVISION, PHASE 2-A
STEVENSON LEAGUE, A-54
as recorded in Volume 3847, Page 207 (O.R.B.C.); SUBDIVISION WITH THE ALEXANDRIA SUBDIVISION. THE DEVELOPER OF THE
COLLEGE
STATION, BRAZOS COUNTY, TEXAS
FROEHLING TRACT WILL CONSTRUCT THIS CONNECTION BEFORE OR AT THE
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 COMPLETION OF PHASE 6 OF THIS DEVELOPMENT.
„1
ALEXANDRIA SUBDIVISION, PHASE 2-B as recorded in Volume 3922, Page 284 (O.R.B.C.);
SCA
1
00, AUGUST, 2004
10. THE STORM WATER DETENTION FACILITIES FOR PHASES 1A, 1B, 1C, 2, 3,
THENCE: along the northeast line of said PHASE 2-B for the following eight (8) calls: 4 AND 8 OF THIS SUBDIVISION WILL BE TEMPORARY DETENTION PONDS
REV. SEPTEMBER, 2004
LOCATED WITHIN THE LIMITS OF PHASES 5, 6, 7 & 9 OF THE SUBDIVISION.
1) N 45' 19' 06" W for a distance of 204.81 feet to a found 1/2 -inch iron rod for corner, THE EXISTING PONDS ON THE PROPERTY WILL BE MODIFIED AND UTILIZED AS
OCTOBER, 2004 (REV. 2)
2) N 73' 07' 40" W for a distance of 96.28 feet to a found 1/2 -inch iron rod for comer, TEMPORARY DETENTION PONDS. THE TEMPORARY DETENTION FACILITIES WILL
(NOTE S. SHEET 2 OF 2 ONLY)
3) N 45' 20' 49" W for a distance of 120.00 feet to a found 1/2 -inch iron rod for corner, REMAIN UNDER THE CONTROL OF AND BE MAINTAINED BY THE DEVELOPERAUGUST
4) S 89' 39' 11" UNTIL THE PERMANENT DETENTION
OWN
R/ E
ELOPER 2005 REV. 2
C
W for a distance of 20.71 feet to a found 1/2 -inch iron rod for carnet, PONDS ARE CONSTRUCTED. THE PERMANENT
,
:
5 STORM WATER DETENTION FACILITIES FOR THE ENTIRE SUBDIVISION WILL BE
170.17 feet in acounter-clockwise direction along the arc of a curve having a central angle of 195' 00' 00", a radius of 50.00 feet, a tangent of 379.79 feet and a long chord bearing S LOCATED IN THE 9.8 ACRE TRACT SHOWN ON THIS PLAT, WHICH IS A PART OF
82' 09' 11"
Ed Frc
�
shling ; Builders
MAY, 2010
W at a distance of 99.14 feet to a found 3/4 -inch iron pipe for a Point of Reverse Curvature; PHASE 6. THE PERMANENT DETENTION FACILITIES WILL BE DESIGNED TO MEET
6) 52.36 feet along the arc of said having
3887
High L.®nm
orae ENGINEER:
reverse curve 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 THE REQUIREMENTS OF THE BCS DESIGN GUIDELINES. A DRAINAGE STUDY WILL
distance of 50.00 feet to a found 3/4 -inch iron pipe for the Point of Tangency; ALSO BE PROVIDED
C011e g
Station
TX 77845
WITH THE PERMANENT FACILITY DESIGN TO SHOW THAT THE
7) S 4-C 39' 11" W for a distance of 430.90 feet to a found 3/4 -inch iron 100 -YEAR FLOOD ELEVATIONS FOR THE SOUTH FORK OF LICK CREEK ARE NOT
/ pipe for the Paint of Curvature of a curve to the right;
(979)
'
76-8266
%��
CIM D�Mopmmx IAA*
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 INCREASED BY THIS DEVELOPMENT.
35.36 feet to a found 3/4 -inch iron pipe for the Point of Tangency;
(
�
CIVIL ENGINEERING & DESIGN -BUILD SERVICES
j
11. COMMON AREAS WILL BE OWNED AND MAINTAINED BY THE HOME OWNERS'
SUR
EYOR:
Kent Laza, P.E.
ASSOCIATION (HOA).
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 also being in the northwest line of the beforesaid Froehling 93.543 acre tract, and
the Phi -Ton Investments, LL.P. 97.94 acre tract;
Curtis
trOngjf. R
547 William D. Fitch Parkway, Suite 110
LS No. 4961
Strong
Su eying
College Station, Texas 77840
THENCE: N 45' 03' 16" 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;
1722 I
iroadnibor
Suite 105 P.O. Box 11929, College Station, Texas 77842Bryan,
THENCE: N 44 34. 14" E continuing along said common line for a distance of 296.58 feet to the POINT OF BEGINNING and containing 9.804 acres of land, more or less.
(979)
TX 77802
76-9836
(979) 431-0822 Fax: 866-413-0895
SHEET 2 OF 2