HomeMy WebLinkAboutDove Crossing 2010I j \ Sun M flows Subdiviso L476
F.M. ArnoldTract 1 f f I j j J `\0 Ph 1, 4137/254 G) F.M. Arnold Tract I
om \ Tract A - 14.84 AC. \ l\�aL. ONED R-.' o eland Su division Tract B !N C - Z D R-2 otlsnNG 200/445 IX,,NG ZONED A-OINLEE,N�te 1
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10' R.O.W. EASEMENT 5' INLET STING IStI GNGN 24 PIPE �__
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THIS EASEMENT LL BE I 1 4.52' I 1 t I / o 0 0 o a -' o I c l 0° - Q° o ' o? - m - o - o I R b COLLEGE STATIONCONVEYED B P IT VVflli l �r I S41'S5'21"W 1 cn �, 2 cn A 3 cn �, cn cn w o J o� o 0 0 - ogI . \
�j o - o 0 0 4 5 �' 6 ? 7 ? g cn 1, 9 w� v U, \ 1 �t cna cno too cno a,o 0\ o I 1THE DEVELOPMENT OF °i I 6 .0 N 3 . I 122.00' I C oIw o �w c (A w o'w o o ( o I o 10 0la I I I f I� r� I a r cn \ - \ - o 1 S_1'27'43_W f GP,S MONUMENT #131
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College StahonS.S D> 1 3 4 101 �! \ \ r i - zf = L h , t = I = 1 - �� O Ico f 1 1 N \ RALPH 13 \LEE J.R. .� ,00
t 1 S4�7'55 21 "W 1 f�- i� I, : \ \ BLOCK 4 I ' t I I ...`I t ' BLOCK 4 ` d P,U.EI I _ 101 I� • I� I� 3' P.UM r� I� I Irn ' ° 1°D p Cal 0.00AC.
Graham Road School Site - - l
Phase 1 I 1 I I 41*55'2 I i \\ 3. _ % (twlc�u), ! of (twlc�y BLOCK4 INLET 1 7 \
ll , 122.0 - - a \\ \ �`3_�4_ _58'31.43' _55 QQ_ _�_910= QQ4 _ _�5 Q4 - --�' - --B SI'-- __5_5&` __ _�Q.60'J �6.Q.Q2_ __.U&2---a@.5.2_ __5 2_ _t�. 52'__ 70' = _ 5� r`2_. _�`Z �_ _44.L$_ i \
Lot 1,11loc k 1 f °"' 19 ,o, , o \ y ti .4Z _ ...._ :.. ° 4 \�\ P \ 1148/300 �_ __
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320i/65 1 1'55'21 "W F _ 5 �I I \\ y rr ! Crystal Dove Avenue -' '"' / - is PIPE a-w_.� / - I'j'I ZONED A-O \ , .
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z z z
t I I 0.7Z_ ACRES \ �- 1 �''I j Z IZ Z u z I� 1-ZP la I-i- I� I4> 40°
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li 1 114.52 " . - \ cn o a a o 0 ' ° c° / - ° °1 0 0 0o m . o \ PI 1 t K'' W
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NI ; % IC0 ' I O - O a 9 p, 7 0 0 O W , 1
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` \ 13�~�'` i l om o� o� qv 12 t8' ot,, 36 Qw ow 34 oj�; 3� w �c+'a �w �+' 9 0 8 0 �7 0 6 0 5 0 24 0 2 Z 10 2 b 2
of o o - . I lF 1 I_.� IPE -t0' INLET ' tD _ co . co _ cn co co co ' o co o w o �' o t^' o c,i w w 3 0 '0 1 0• . 0
�01 00' !_. 1� 1 1� I� 1 I , 1 - m 0 to . m o 0 o m 0IO l0 c> - I , , ,
F I 5 PUE l` '� ' g l I 1 I I� '10 , I= o r- F' 1 .00'
v 5' IN t I I I � g ! I I I" l0
= 1 1 p 1� 100 50 0
o I 1 �1 \ BZZ)Z n U -^ BLOCK 7 /fir` ,\ I Bj/OCK 7' F 1 I I F f a+ "41 I BLOCK '- t� f F F, 4
�' 15521"W-11452 ' �"' 37QIZ __6. QQ'__ _§QQ()'__ -6-m '_ #• ,� (tYpterU) CK7
L. _ - �z12- -� �Q.SQ ��9Q' _ _SQcz_��_ J- _5_ _��Q_ _ 5. o� - - --LL��S.oQ'_ _oQ' - -�QQ_ _5��'- --off_ _��.Q� _��_o'_Q' _ 4ozz , - p SCALE IN F
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1 1 Q 4> ,- ' - r B-B ASH PVMT, 50' ROW e- /
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4' PIPE 1 I I ./ 5 55.15r 55.15 39.28 \ I 115.00' 1
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I 54 55 21 "W I o co o I0 o o f I0 Ic, Ic i 4 o I � a c cq cn too �! of to m _m m o / o; I0 0 11 0 0 0a 1 115.00' /
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f-- --- 1___ - -- - QZ -- --� -- -- -5 ---1 0 , Fw I I l t 1 1 r--- 155 acre tract
T. /75
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1 r-- 1 Iz Iz !\ Iz I I I t z z t I I 1 7 I , 7 42�1'IPE �' r c kn 0 N z z z ' A f 16
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w 8o a; Y 0 ° P 37 a 4 35 v' 34 4, cn cn o cn o -'o o 0 0 to m I O 1 l0 4 - I� o to / I 110.00' t
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_-'� 541'55'21 °W f I,o ,o 0 0 01�+ 6 1 C 0 4i o G, 0 0 3 0; F' -8 P _5 4> o w o - - I w- w w 14 'v I- 1 1
m _ a O . o Iw w - 27 -6 7 � 7 / - - _p w
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i - % I. OI . ,\ BLOCK 8 � .I I I 1 , � g a � I: ! I = 1 - 1 = I 1 h1 �
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\ 00 1 BLO ,2 �` a" % 40.Q0` 61.6T 61.67T-- - 61.67 39.99� L�' 40.00 55.00' 55.00� 55.00`- 55.00' S5.00'------'- -- -r --'-�` r-----------� _ - --110.00 - -
411
��� 48' P N JUNC 7' PPE i �-18• E Dove Landing Avenue j
_ _ _ r � N42'16'40"E I '
_ _ -► a- 27' B B ASPH PVMT, 50' ROW �... �\
I t-
_ _ _ _ 1 S41'
\ 55.0 0 55 00 55.00 55.00 �58.00 40.00 \ / qp 00� -- '-r- - - - ,- - r_ _ __ _ _ _ _ _ __ _
FLOCK 10 BLOCK 11 - I 56.18 5618 56.18'-56.18' 56.18 56.18 56.T8' 9-Cf8- 56.18 _ 56.18r 56,T8 56.17r 40.56 �\
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i . ° � ' I ! 1 ! I (Typ5 CAW
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BLOCK 1 _ BLOCK G z z 1 t 10' INLET ! 1 \ \ Iv '
( t5• a 10' INLET tz', Iz ; Iz I I. I I Z z Z z Z z !z t f . 3
f rn I 2Q ,I rni ~( F L\27' Im 1 P I l i s I I� l� 3 t� I P 14, 1R_41 I•P 14- %% IOD z I _...-!� I t� i �U Z j 1 + N42'16' I
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cn o to cn o 0 0 -. °q w - a F� I. I 1 40"E
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__ _ __ _ _
4`ih-r 0f3 "` -•= -` - 5 5 40 D 1 __ r 56 1 56.18 56.18' 56.18 56.18' 56.1 A' - -- -` - r- _ BL�C 13 -__r_ I - �__ J I 1 10.00'-
S41'55'27'W_ F1tt -� - - - � f-' 40.0 56. T` r- i
- - ° 20' B-B ASPH PVMT, 24' Row amm.Alley -- --- - - -- D
` - l 114.52' t \ r j QQ ----_.6`\- --5J f - - �L1�67- 64•��_ I o n a- - -a- "-a- a-<-m- -<- - - ^-<- - - - - 6 1 b6.1 6. 8 6. E - 1cn I evelopment, L.L.P.L
\/ rn I c, 1.. ,I '' -- . - - - Q - - 4- . O _ ' -- - - _ - :- - i - -^- z�-B ASPIC \ 20 �1w 14.163 AC.
. w a m a a
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1 o I 22 01 I, 1Z IZ !z 1 1 ---� - - - -- -- - - - - - D ¢ - _��15_- _ ��� _l__�rzti VM of ow 2539/71
` Ico t F- la:: "--- f3 30' PPE I I \ �� II T R�? 10 P.AW
UZ
o I of to ,•7, �- ��'�$- - 6�-- -561�-i--�6'11-- 9Z�__ I (ttt FU
olle a Stat`i n I.S.D.I •I LN -- w I I 1 , BLOCK 14 g 4 /;�/ w - m • a; N .' z z 1z z z z l I t I�\ t -- 6' ' _I E t
1 S41'55'21"N! 1 .1111
to N o' / o N 0 N, l 1 I 1, IA 1t� 1 1� �. '^ 1 'z Iz I I I I t to PLLE - _ Grlaham Road School Site _ f yo .1 �, I f v �, \I \, c, tnl ° 9 __.- - l r� I.P. I t 10' INLEt z z z z z t
s f. 4: a �' = 0� m I•P I.A I.A I•P 74> (7YPFcsU Z lz Iz Iz I 1� I 1t0.00'
Future Plisse 2 , I 114.52' w1 I 10 o Ir;+ Ic•+ 8 ° Ic i v( J o, o a, o a, o o, o 0 0% o o _ ; o, J m _� o, , o, 14� I P I^ _ I p l P t� z t �QNED A-O
R I aindei=33.6338AC. , i t� �i j i Ico, 1 _Ica Q�c° 7 Rly.` 6 to' i t6' a 1 olW 2 oI olr+i 4 oIw 5 0 w �'6 b w f 7 o w 8 r.o a= 9 o a= o a= o a= o -= 1 3 1 (? 2 CD M o °' o�, a' o rn cn Q m oou� o - o' -• o' - la = Fo \. I' �° --� _
_ --en INLET 1 Z m - m . cc . co o Im o�m� o IW �w 10 oIw 11 oIw 12 oIw 13 1 o I o I 3 o IR
4 I I4 I A +� rn Q, o rn o - o o t- 2
Flood lain Acres 2.9270 AC 1 20 § I I �' I l 1': t-PIPE „ y 0' INLET 1- 1 I: . m m . to . to . to = 0 w o w t i o ui 5 o b o o A .p. {, rn -I m 1 t-
j o/� o w w 9 oI _ �0 0I I I ¢
1= 1- 1 . m m o 0 o c., 1- (A 13 w
j P 31202/65 I % I j �j ` ` b _w I I I I 1 I= 1 l° � � � 54- PIPE I m tO 0 �1 = RI w $ 0 m m co 0 0 14 1
t 1 1 I I 1 1 f I- I= �t , w it -co o , 1 1
\ ' - �-{ ---- 'l \� Q QQ _._5L6T-�-- 5O mowzi - BLOCK ] 0 i O BLOCK 12 - - _-_ -- _-_ _-
_ 51.�Z__ :z9 9 ' - 1 Pt1 4Q.QQ _.DIl=5.A9-- -S,QQ_ _.4Q:5.120:_ _�S.QQ _ _35.D4- - --1 -�5•
t I 1 ,, w 0 0 0
Ln
f I ( L N42'16'40'E 110,00'J
ZO D -O _ - Q2_ _ �O DQ 1255LQD-4q;'!',54'-1
'INLET BLflCKt 4 '-----------
( _, . r 1 _.. _ - _... ' 1,z 1 4QQQ' l_��5� -�-�51�L$__ 1���1$ /f �61__ �� �6
F� 1� I r
2 ED
1 a I �, F _...:.._.., _1$_ ` _�5.t€i---.5B,1l:_ ,g,1B'.-4,15'-- _a6_1_7-- F �`128 ' -
/ � a I 1 Emerald Dove Avenue `- -' , ' \ t �- -► _ _:_ _ .: _ _ _ _ - -
-° 1 2r B�,ASPH Pvrar, So' Row `,- .� / `�\ 1 Emerald Dove Ave ue -' �-
_.. --
JUNC. BOX F Emerald Dove Avenue ~ _ `-8• pIPE ` . .- -,o N1 s'4o"E
L10 C . `c, f e- _+ 27' B-B ASPH P T, 50' OW _
C 1 \
_ r_a_ _a_a_r_e a_
.
-------- \� I; ,' 40.00` 61.67r- - 61.9-f 61.67 -- -- ---- J� ^-a- - - - - - - - - - - - - - - - 11
r v m" v v E- -► �� 1
I BLOCK 18 \ ° � .•9.99 \♦ `?. °: 43.56' S8.0<� �^'.���- - ''- r- y - - - - - - -27' 13-8 ASPH PVMT, 50' ROW
58.00 60.00r 64.00 - 6�.00'----�t:�d - �1 ��j $�- -- �j fSQ'- ".� yam' \� --- -- 6 03 56A3 56 03 56 03r
w w r a s a w w a� a s a a a \ .- -s � �'0 I
40.00 5 . " .mare a < _---•Y ----r- _ =--�- ----- f -�. \
BLOCK 17 ----- ---- t �. _ C1 k° 23 \ [t"o
I I.' \ ' BLO 16IZ T r T 6 03 56.03 56.03 ,56 0 56.03 56.03 56.03 5B.03r 40.4p` \\ U 1 \\ <i,
% 1 I I W ! 1z 1z I , 1 BLOC 54' PIPE PIPE ", �- r- -4
I �' ' :�
Z _ z. °o .--•` `.`�Im Zoo Iz �Iz �z__._ �I 4� BLOCK 1z5 Iz .. l I 1 , �I I INLET BLOC 13. F �d
/ t o I o1 1 jIo jl� fl4- = % I 1 j 1 la' 11' \ .A $o, �I� �I �1 to' INLET = I 1P z r�- I 1 1 N42'16'40"E
/ ko P cn �._.•- -cn r�j
o -• �o, /1 _ i% I/ r I 1;, z z z z
S41 55t21'W N, 1 1 ` 1 o I oIo Io w mi t 36' PIPE to N cn to 0 rn o �, o cn o 0 1 x T 1 / Io�uw ` 04/ z Iz - _i, I I� ► I. l 110.00' �`� - p 3 0 4 P .A cn I + a4 (( +� I r• t I
114.52 o W o o+ o ct oIo 5 0l 1 oIw 2 olc.; 3 0Iw 4 0�w 5 06 oI 7 oI 8 b -,t 9 A 10 P F cn o U, o �� o a� col : -. 0D u. 0D o: -• oo, a; ,p l to m _ to co to 0 o w o t+i w 0 ti c t„ 11 ,oI 1 2 •p to rn_ I 1 I
'6 0 7 0 i8 0 ? ., •,5 2
o F ,cnl p I I . vb of m to co o m oI oI oIw 12 0l N o 4= o 0 4y �'/ of1� a o u, b � ", 0 flz ltt �'in 01 o o`,, 1 .20' P.U.E (SEE t� TE #10) l vr, l of I� I: q l 1 , ' 1 to ra `° O1 y o � oIw o w. It o Ia'�-- S�bo- a _�ai \ t' I� 9 :`-. oo � o o o ool 4 Cl 1 I� �}c�o / ,co _ 1 i o O,jF o w �� ��;•I� I� of l �. w
THIS EASEMENT WILL BE w 1 w .PIPE t --- I 2c P.uE I 10. / I I , , 1 0' ,m,� , �,� ,I i f 1i1�0 .I�o tf 1 q'\ 12 tw 13 1 m
I !� a t8• s. I 10_INLET -I ----- I (1YRGAL) ( 2c PUE I I I I 1 1 /��ttO t-`` Co
CONVEYED BY PLAT TH l ____ 1 NLET (TYPIQ �, t _ �tI �� _ L , � t 0`j 1 1 , (V
THE DEVELOPMENT OF - 5' - -- - ---- ----- - ------------------------------------------------------- --60_ PIPE ' a _ �/� - _ I I .,. I 2W PUF_ l I I I 4 4 ' O
w _ __ _ _
PHA 1" I 4.10' INLET o, i - -- - j-- -- -- -- - t. i - ��.PQ_ --plum - - 5$L00' - -�$Q- --�o,---Si1sQQ' - ---CL- I---�bQQ_ _S1 Q4- __�1�94---7- _ Q1.,.44-- -- 68.50 _------- - -------- - ------�---- ------ _ ------------- ------ -- \-\ --- ------------- 0 =
Jrr J m� I
�3 tn, I lz / tz 1z 01 1 41z I IZi Iz `�- 4tZ { ►z r �f - _ / ' a ;S o I -- - - - -- - - - S - - - - '- -- -- - - _ ¢, _ _ g _ D , r 25 F" 1 1 1
1 I P" - _L z %t 1 ;i a 'S - %-- - Qv
pP I+s �I-" o i� z 1 / o JJ �, 1, ,# r�/- z =1 Iz I m cD BLOCK 6
I S�• WI •' to 0° � C5 ; 04 - 04 a �o. / llco �t "i°D ►; ��1- �01 IC9 1� !'p co z Iz Iz lz 1 l t I \ 1 t •o F
1'55 21 _IN g: P. v, o �, o in o 0 0 0� _- _s d j_. 04 j co co o I P I I p z z z z lz Iz l 1 t I x I ,� I
to o �o to \ to I r- o 0 0 / -- _ 1•a. t z \ d 4F�t6_40"E
I 114.52' l 0I? 0IW I? p: 4 ! = 24 ? � o iN itn o o Y� ' �- __ - -- w t 14� I ►� I� t z mf °° v - �cI l- w 9 0 7 0w 6 t oI a I"' -2Lo 0 t,; 1, w 18 4A 1 � flq o -- � � o I 110.00 f.� if' -�. .p .p \ [n (h rn O tt- O O, -'0.) = 0u &; I 14+ O�1 00,0 8 -m o aai 23 0 _ o,p o�,:t,.12 ooQlc.i 7 /t ow 16 0w15 �t�,i 14 0w 13 , oQ' 28 cam � cn� ino cn0 �o d Jo ;°D -•oq lCI I36'PIPE to O b o RI1`� lCA 27 .16 � o {24 0 {= 23 0 2 21 1" a' 4► c" � � F" rn 'r o a+ w w o 0 20 19 �` ' ' m � \I [n , s' IPE ► II m o 25 P cn �,o 0 1 (Din4 I �° �' 1 1 l s1 i1 I F! [ oI I I = - -- -t -� t�._. 1 I� \ %it: I� 10 INt�T = -�; .co cc o ,o o ,o o w o o+ o o+ alai OIL; 18 oI - 17 0) . 16 oI 15 -6 t
1 - f ,1 1 1 f' \ BLOCK 17 BLOCK 6 . t l 1 I I I 1 I I - I: I: -1: 1 = ',o m RI Rlto Rltwo R�ttoo o ( � �, MN
SOUTHWEST S41'55'21"W I �\ QQ __ \ \ .-1 I I B1OC 15 t� l 9 :91 1 15 P.UE 1 1 \ ' f `-" l N42'16'40_E W
-- __SiLf7___ _ SiSZ__8,$2 43_50__ _58.'00'_ _ 58_00__ _ 58.00__ _58.00'__ _ 61.00'__ 61.00' 61.00' 61_00' 61_00' 61_0 0 143_50' 0' INLET BLOC 15 `
i PIPEUNE, CO. j ;I 114.52' , �-»---•• - -- - -- - -- - - -- - - .93__I _ 1
44.Il2 _.03_ _ i�.Q£_ 5�.Q,_ _ 5Si 9__ _5�.Q._ _.58 91_ _5-Q3__ _�� 4_ __56-- - 5 _s.Qi__ 3222 4� 30' EASEMENT / I 5 PI Dove Run Trail ,4 1 10.00' ,
___
! PUE -'I Dove Run Trail . .. --. _ . __ _ o ��
VOL517, PG l w po 3 2 B-B ASPH PVMT, 50 ROW,- _�`�• I _ _ .... ___._._ . r• 27 ro ,;
r 1 S41.5521 IN o "- _a-'- -" - - - - - - - - - - - - - - - 2T B_BIASPH PVMT, 50' ROW ,-. - _ _ _ - _ - - , Dove Run Trail -' * • y -
_ -< -_--_ ---a_m_a_r a r r a a. m ma.w"am'_.wawaa
18 E-
N
1 N
.
r 4- 27
11
- - - � 18-
a r a a _�. m m r r" m w a r w ,.. ,- � I' N42'i6'4QE I
__ _.r- ---- -- r------r-a - - �_ t
-s B B ASPH PVMT, 50' ROW
_ , a a a a �� m m^ m a a a a
1 �' 40.0 61.67 61.67 61.67 39.99 1 y 7.50', 61.00 61.06r- 61. - 61. 61.00 - 61.00 - 61.00'- 61.05r---61.60T i;1 00 37.50 \� ------r- --- r- _ __T_ _ _ _ 00
1 tnl � - � _ _ � C
1 BLOCK 19 _____
BL 20 60.04 'T0 04 . 60.04 60. 4 60.04 60.U4' _ _ 04T 60.04T 04 60 04 - - -'-- 70
l 6 �1 O y� I 1 I I PIIF \ 1. __ -r ___ -T- ` 0 �~ \. I -
I .. z z z z 1z I 1 1 , BLO 20 -- 11
1 wj O x -j l -`ta-,tol'o� I 10' INLET' l 10' INLET-.I� IZ �l� z zp z I� Iz Iz ,z BLOCK 1 4 PIPE 38.02T \\
oq. m I 1 1 1 I' z 1z I I IN \ ( 28 \
l S41'55'21'M! 1 �, [n 0 0 o t I 0 0 o J 0° $°. oo �o• Flo -It �I� t , ,� z Iz Iz Iz Iz ,z Iz BLO K21 Vim? N -�
/ / - - - ko 2 0 3 cn cn 1' cn o w O O o 10' INLET .: -_- o0 1 �I$p z
I 114.52' P o' w o w , -•o. 4' 4 o 0 5 ml 4 a 1 1 0? 2 0 4 0 X .? 6 0 r P' � .op v, 0 rn o a, o t: 1 0 0 ao �I� CIA �I4 �I� �I� �I� I11 -1 r' I 1 t
1 m dI bI I a QI w w w 5 0 7 0 8
0o t _N42'16'4Q_E I
�j -� I R w w w o 10 0 11 o to a rn ca o 0 0
BLOCK 18 o b m - R to �Il R to; to R to RI RI I (w w 9 I I� �� 12 q'I P NI N cn � b o �, 04
1 s R R a+ w w o 0 4� p rn cn cn o �, o 0 �,1 t 1 I1 ,i c' N 1 I ,c° c° cc m o 0 0 0 of 2 o ui o -P. P_ L" 1
\ / 1 �O m p ! 1 I 1 m = ro m 0 to 0 1 0 olt;, oIw o. o 0 0 ►` i' p , 110.00' ,
I 7 1 1l "' . 1 I 1 r, .I Im p � 1� 1 1 t I I 1° I I' O• t0 t0 t0 R to •OIO O W W w O O O 14 cal
/ •' / f Ito RI R oIc„ I- ((D tcn N
I wl 1Q n 1 J �. // d 2W P.U.E 1 1 1 1 t I 1 , : o to t Ise I I� / 1 / = 0 cc ,p o co o cp cc1 �F _
a -L - 1 ______ _____-- _ cripoo2G P. l I 1 1 J ( I� 1 I 1 1 ool 29 10Ni
11 \\ I S41'55'21_W t 7p 'N' -- - --- III
/� ---!ll I S'41 i'611-3i OO'7ll -- i R ---- ------------ -----
/1 I '�l --- f 1
/ 1 114.52' 1 1 - - -80' PIPE ------------- - -- 1 I I , 1 N
l I I cnj
1 1 _- - _ � '- �!-!-4.2�_ p- At r - -------- ---- -M ------- - -% - - - -- ------ - a.
_ --- _ _ - _ _ - - -- - - ---- --- -- ---- ------ ------ --- - - - - -
r 520 P.UE
CAI
_ - - 2 4�S ;
/ T. 1 2, P,,,E - _ i of t 70.00 6 _ 6D.04 60.04 _ 60.04 _ _ 60.04 t _ 60.0 '_ _ 60.04 _ _ 6 .04' 60.04 60.04 60 04 0.00r '
/ ` 1 Ln
w1 F� Iz I� I� I� ' o (�D 1 '� Iz ' z 'z Iz Iz Iz Iz Iz ,z fz , -- - - - - __7 -� 1 1 t'
/ 1 S41'55'21 "W _ _I �I� �1 �..t r' �'t 1 I r' z Iz 1
/ I- - '. 0q m `•OI '� 1 m -"_`�I �t I ,�1�' rn, zR lz z ,Z- Iz r- 1 t; 30 p,
o (!! �1 .1r Sr, f 4. I.pp ( t., , z z ml la
114.52 1 o to oPu, o 0 0 of ; >✓ o o V, / to ` o o i s °° �i.I.-
01 .I� I , \ I"i z _L:Z1 IrL t ,
I 10 oI 1/�/9 oI-p w a_ 7 cn ,. o 24 cn A 23 w A 22 a. 21 A f120 (tn cn �, o �, 0o / ... o 0 0 �, t, ao ao co, f -.t , 1 1 z/ t cnl ' I o w o w 8 oIw oIw 6 \ i Or.i 0w oI * oo o 0 15 14 1 /oI 4 1 28 P' 0 o N /cn o / 9 , I -m .Ito . m R m = ra m R r I� L9 I� ��_ /- w 16 0 or 't. t,i f: o �0 / I�tn �, (� N. 1 wt i 1 t
I �' I ° 1 1 l ro moo_ ,p , o m o �o o / W w P o r= I o i P' P / f 10 0 0 0+ -w w o 0I o.In o! t o j I oq of N42'16'40"E I%� / - aI I / ? ��' o o 1 N ti, O 15 Oli _ t Q.QQ' I1 36' PIPE � l l l / `tom �J i I t� _/ 1 1R R R ta/ cw0, to Jtp� / O c'+ O1- 1 Wj L I 1 s P.0 E I, 1 0INLET I = T Qmo �O.' w lrnf _ /T t } 1 �-1 I ! _ / o 10 IN , � i Rl RI r!f !/ Iw kl lw �_ ;; w o O m O! to R to l f ! / 1 I \ ltw,cn,) BLOCK 19 l ►�J I / r lr , j , 1/l r"' �' Bo' PIPE I I e . 1 J R 31 Iv
S41'55'21'W 1 Fr 44,42 __ft\1 7__ 7' i BOCK 0 L - ,;r-:�•::r ^-- BLOCK ( i I ► -( ,... ?_ _jLF,_I l _> I %<4' I� �� /J I I ' 1 1� F , 1
51.fi �b�z � - ho st P U E' j �✓ ` I
1"k
3ee- EXISTING CONTOUR (MAJOR) - --v---
EXISTING SANITARY SEWER LINE
- - EXISTING CONTOUR (MINOR) -"
EXISTING WATERLINE
PLAT BOUNDARY--V9--�-�-
PROPOSED
6" SANITARY SEWER LINE
PHASE LINE - 9 -
PROPOSED
8" SANITARY SEWER LINE
- - - LOT LINE o
PROPOSED
SEWER MANHOLE
O PROPERTY CORNER
PROPOSED
SEWER CLEANOUT
EASEMENT LINE - "b "-
PROPOSED
6" WATERLINE
-- -- - - - EXISTING EASEMENT LINE --v-e "_q-
PROPOSED
8" WATERLINE
ROW LINE -V "-'a-
PROPOSED
12" WATERLINE
- " ' - PROPOSED 4' SIDEWALK "`"°
PROPOSED
FIRE HYDRANT
- -- - . � PROPOSED 6' SIDEWALK - -�`- -'-
PROPOSED
STORM SEWER
FLOODPLAIN BOUNDARY ®
PROPOSED
STORM INLET
': '!//f!.//; = ;z// GREENWAY DEDICATION AREA
FLOW DIRECTION
VICINITY MAP .
,.L-rF-R lv �nttl L vl- Z I -OR NOTES PERTAINING TO THIS PRELIMINARY PLAT.
PRELIMINAR'�-
�;� �' fytrm1'� y;! {2`''''� � ��M4Cy S� t `"f T�,G° "�' ;��.i�'+ K^k Y;ct� �m� ; vim, �': �� s� � ;1 ��,' ,z66 �. ,fir {r
-
ae 4.. ` �_id�l
k
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NOT
FOR
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ti gewxrys�, 'uaik J4 ryfly;, .-„ s ''a' .a
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ow l
DOVE CROSSING SUBDIVISION
107.759 ACRES
SAVE AND EXCEPT
PHASE 1 A = 9.618 AC.
PHASE 1 B = 8.451 AC.
PHASE 1 C - 7.625 AC.
PHASE 2 = 8.289 AC.
PHASE 3 = 8.708 AC.
PHASE 4 = 7.152 AC.
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.
BLOCK 1, LOTS 1 THRU 21 BLOCK 9, LOTS 1 THRU 38 BLOCK 17, LOTS 1 THRU 10
BLOCK 2, LOTS 1 THRU 23 BLOCK 10, LOTS 1 THRU 10 BLOCK 18, LOTS 1 THRU 12
BLOCK 3, LOTS 1 THRU 12 BLOCK 11, LOTS 1 THRU 13 BLOCK 19 LOTS 1 THRU
BLOCK 4, LOTS 1 THRU 41 BLOCK 12, LOTS 1 THRU 13 BLOCK 20, LOTS 1 THRU 24
BLOCK 5, LOTS 1 THRU 7 BLOCK 13, LOTS 1 THRU 14 BLOCK 21, LOTS 1 THRU 28
BLOCK 6, LOTS 1 THRU 48 BLOCK 14, LOTS 1 THRU 14 BLOCK 22, LOTS 1 THRU 13
BLOCK 7, LOTS 1 THRU 38 BLOCK 15, LOTS 1 THRU 28 BLOCK 23, LOTS 1 THRU 5
BLOCK 8, LOTS 1 THRU 10 BLOCK 16, LOTS 1 THRU 24 -.
ROBERT STEVENSON LEAGUE, A-54
COLLEGE STATION, BRAZOS COUNTY, TEXAS
SCALE: 1 "=100' AUG - UST, 2004
REV. SEPTEMBER9 2004
OCTOBER, 2004 (REV. 2
(NOTE 8, SHEET 2 OF 2 ONLY)
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0�NER DEVELOPER. AUG
UST,
ST 20
05
5
(REV
. 2
Ed 6, roehling Builders MAY, 2010 (REV. 3)
/'�' 3887 High Lonesome ENGINEER:
./ Collkage Station, TX 77845
(97�_) 776-8266 * Cm D�vuopmmT, mod.*
CIVIL ENGINEERING & DESIGN -BUILD SERVICES
SURVEYOR: Kent Laza, P.E. 10.1 547 William D. Fitch Parkway, Suite 110
Curfiis Strong, RPLS No. 4961 College Station, Texas 77840 �,.a
Strop Sur
veying i n
9
Y 9
---__-------/--
- ' 1722 Broadmoor, Suite 105 t
P.O. Box 11929, College Station, Texas 77842
HE
Bryan, TX 77802 (979) 431-0822 Fax: 866-413-0895
LINE SHEET 1 OF 2 (979) 776-9836
o..u.:. ,,,s w-0 2 SHEET 1 OF 2 411r;�_.s1-;I=r�T 2 �F
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CITY OF COLLEGE STATION 20 P.U.E. �� '
C�NCR Ed Froehling_
(3393/1) Edward Froehling I / HEADw °�� a� ®®� � 9.8 Acre :, acf'
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Remainder of 93.543 AC. I _ .�\ .. •..__ .ZONED R-1 s GomuionArea `
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3162/199 4.35 Ac SEWER LINE
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Ciies'apeal-ZLane
Alex
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Phase 413
on
1
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111,
CURVE
TABLE
CURVE
LENGTH
RADIUS
I DELTA
TANGENT
CHORD
CHORD BEARING
C1
39.75'
25.00'
91'06'21"
25.49'
35.69'
S0731'29'E
C2
39.27'
25.00'
90'00'00"
25.00'
35.36'
N86'55'21 "E
C7
39.47'
25.00'
1 9a'27'38"
25.20'
35.50'
NO3'18'28'W
C8
39.46'
25.00'
90-26'16'
25.19'
35.49'
S86'14'35W
C9
39.08'
25.00'
8933'44"
24.81'
35.22'
S03'45'25'E
210
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'
S03'18'28E
C12
39.07'
25.00'
89'3212e
24.80'
35.21'
N86'41'32E
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
S29'39'20'E
C16
13.59'
25.00'
31'09'02"
6.97'
13.43'
S63'17'51"E
C17
--
--
--
--
--
--
C18
--
--
--
--
--
--
C19
39.27'
25.00'
9900'00"
25.00'
35.36'
S03'04'39'E
C20
39.56'
25.00'
90'40'23"
25.30'
35.56'
N86'35'10"E
C21
229.88'
430.00'
30'37'52"
117.76'
227.16'
S5633'54'W
C22
39.26'
25.00'
1 8W58'35'
24.99'
35.35'
NO3'05'22'W
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'
31'12'5e
6.98'
13.45'
N6,T41'06'W
C26
133.02'
50.00'
5T25'48
203.79'
97.12'
S03'04'39"E
C27
13.62'
25.00'
31'12'54"
6.98'
13.45'
1 N5731'48'E
C28
39.27'
25.00'
90'00'00"
25.00'
35.36'
NOTO4'39"W
C29
38.79'
25.00'
88'53'39"
24.52'
35.01'
S8728'31"W
C30
36.66'
25.00'
84'01'02"
22.52'
33.46'
S83'55'52"W
C31
202.13'
430.00'
26*55'58"
102.97'
200.27'
S6731'36"E
C32
197.76'
370.00'
1301
101.30'
195.42'
N65'40'52'W
C33
40.27'
25.00'
92'17'30"
26.02'
36.06'
N04'13'24"W
C34
39.27'
25.00'
90'00'00'
25.00'
35.36'
N86'55'21'E
C35
39.27'
25.00'
90`001
25.00'
35.36'
S03'04'39"E
C36
39.27'
25.00'
90'OO'00"
25.00'
35.36'
S86'55'21'W
G37
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'
N86'55'21'E
C39
39.27'
25.00'
90'00'00"
25.00'
35.36'
S03'04'39"E
C40
39.27'
25.00'
90'00'00'
25.00'
35.36'
S8655'21 "W
C41
39.27'
25.00'
9VOW00"
25.00'
35.36'
NOTO4'39"W
C42
39.27'
25.00'
90'00'00'
25.00'
35.36'
N86'55'21'E
C43
39.27'
25.00'
wroO'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'
NO3'04'39 W
C46
39.27'
25.00'
90'00'00"
25.00'
35.36'
N8655'21 "E
C47
39.27'
25.00'
90'00'00"
25.00'
35.36'
S03'o4'39'E
C48
39.27'
25.00'
90'00'00'
25.00'
35.36'
S86'55'21 "W
C49
39.27'
25.00'
90'00'00'
25.00'
35.36'
NO3'04'39"W
C50
39.27'
25.00'
90'00'00"
25.00'
35.36'
N8955'21 "E
C51
39.27'
25.00'
90'OO'00"
25.00'
35.36'
S03'04'39'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'
NO3'o5'22'W
C54
39.28'
25.00'
9O'01'25'
25.01'
35.36'
N86'54'38"E
C55
39.27'
25.00'
90'00'00"
25.00'
35.36'
S03'04'39"E
C56
42.72'
25.00'
9754'04'
28.71'
37.71'
S0701'41 "E
C59
98.49'
425.00'
13'16'39"
49.47'
98.27'
S35'17'01'W
C60
30.70'
25.00'
70'2l'43"
17.62'
28.81'
N63'49'33"E
C61
161.54'
370.00'
25'00'52"
82.08'
160.26'
S61r29'09"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"
31.1 a
38.99'
S21'01'56"E
C67
76.&V
375.00'
11-42'36"
38.45'
76.51'
S36*OeO3"W
C66
39.07'
25.00'
89'32'22'
24.80'
35.21'
S86'41'32W
C69
39.47'
25.00'
90'27'38'
25.20'
35.50'
NO3'18'28W
C70
1 38.51'
25.00'
88'15'46*
24.25'
1 34.82'
N86'03'14"E
C71
168.58'
430.00'
22'27'43'
85.38'
167.50'
N61'02'45'W
C72
39.27'
25.00'
90'00'00"
25.00'
35.36'
S03'04'39"E
C73
39.07'
25.00'
89'32'22"
24.80'
35.21'
S86'41'32W
C74
39.47'
25.00'
90'27'38'
25.20'
35.50'
NO3'18'28"W
C75
39.27'
25.00'
90'00'00'
25.00'
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'
S86'55'21 "W
C78
39.27'
25.00'
90'00'00"
25.00'
35.36'
NO3'04'39"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'
SO3*Oe39'E
C81
39.27'
25.00'
90'00'00"
25.001
35.36'
S8655'21 "W
C82
39.27'
25.00'
90*00'00*
25.00
35.36'
NON04'39'W
C83
39.27'
25.00'
90'00'00"
25.00'
35.36'
N8655'21 "E
C84
39.27'
25.00'
90'00'00'
25.00'
35.36'
S03'04'39E
C85
39.27'
25.00'
90'o0'00'
25.00'
35.36'
S8655'21 "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'
N8655'21 "E
C88
39.27'
25.00'
90'00'00"
25.00'
35.36'
S03'04'39"E
C89
39.27'
25.00'
90'00'00'
25.00'
35.36'
S86.55.21 "W
C90
39.27'
25.00'
90'00'00"
25.00'
35.36'
NO3'0e39"W
C3, C4, C5, C6, C14, C17, C18, C57, C58, C62 & C65 HAVE BEEN OMITTED.
Phase
X
CD
CD
CURVE TABLE, CONT.
CURVE
LENGTH
RADIUS
DELTA
TANGENT
CHORD
ICHORD 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'
S03.04'39'E
C93
39.27'
25.00'
90.00'0V
25.00'
35.36'
S86'55'21"W.
C94
39.26'
25.00'
89'58' 5'
24.99'
35.35'
NO3'05'22W
C95
39.28'
25.00'
9V01'25"
25.01'
35.36'
N8654'38'E
C96
1 39.27'
25.00'
9a'00'00"
90'21'jV
25.00'
35.36'
S03'04'39'E
C97
39.42'
25.00'
25.16'
35.46'
S8706'00'W
C98
39.11'
25.00'
89'38'41"
24.85'
35.25'
NO2'54'00'W
C99
39.27'
25.OLO
90'00' 0"
25.00'
35.36'
N81755'2 'E
c100
39.27'
25.00'
90.00'00'
25.00'
35.36'
S03'04'39'E
C101
39.42'
25.00'
90'21'19"
25.16'
35.46'
SB706'00*W
C102
39.11,
25.00'
89'38'41"
24.85'
35.25'
NO2'54'00"W
C103
39.27'
25.00'
90'00' 0'
25.00'
35.36'
N86'55'21'E
C104
39.27'
25.00'
90'00' 0"
25.00'
35.36'
S03'04'39'E
C105
39.42'
25.00'
90'21' ,9'
25.16'
35.46'
S8706'00'W
C106
39.11'
25.00'
89'38'-"_1"
24.85'
35.25'
NO2'54'00"W
C107
39.27'
25.00'
90'00`00'
25.00'
35.36'
N86'55'21'E
C108
39.27'
25.00'
1 90'00'Q0"
25.00'
35.36'
S03'04'39'E
C109
1 39.42'
25.00'
90'21' 9"
25.16'
35.46'
1 SBT06'00'W
Clio
39.11'
25.00'
89'3 _' 1'
24.85'
35.25'
NO2'54'00"W
C111
39.27'
25.00'
EIV00'00"
25.00'
35.36'
N8655'21'E
C112
39.34'
25.00'
90'09'21"
25.07'
35.40'
N86'49'15"E
c113
52.36'
50.00'
60'00'00'
28.87'
50.00'
N11'44'35E
C114
170.16'
50.00'
19459'23'
380.05'
99.15'
S79'14'16*W
LINE TABLE
LINE
LENGTH
BEARING
L1
107.72'
N41'01'27'E
L2
73.58'
S48'04'39'E
L5
72.89'
S48'32'17'E
L6
90.20'
N41'55'21'E
L7
89.80,
N41'55'21 "E
LB
65.42'
S48'04'39"E
L9
89.54'
N41'53'56"E
L10
89.52'
N41'55'21 "E
Li
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'
S80'59'35'E
L18
65.00'
s4 r04'39'E
L19
65.00'
S48'04'39'E
L20
65.00'
S4T04'39"E
L21
65.00'
S4743'20"E
L22
66.00'
S48'0e39'E
L23
66.00'
S4Er04'39*E
L24
66.00'
S48'04'39"E
L25
66.00'
S4743'20"E
L26
66.17'
N48'04'39W
L27
66.06'
S48'04'39'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'
S48'15'15E
L32
96.29'
S76'02'12"E
L33
204.84'
S48'13'31 "E
L34
161.22'
N41'47'12'E
L35
70.30'
N48'17'05"W
L3 & L4 HAVE BEEN OMITTED.
5
35T
saneake Court
Court
W
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SHEET 2 OF
JUNC. 1- I� (6-1A ? ,1 1
a
1 I
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I
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Lakeside Village
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Subdivision
Phase 2
ZONED R 1
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/1
1
Spring ok-Cyp
Meadow ltdivi
Phase 2
i ZONED R-1
ME10%
11.254`Acre Commm Aie
Owned & Maintaired by
Springbrook Homeowner
Association
Vol. 2387. 241
41,
Purple Martin Cove
E
I I I I I
I I
I
I I I I I I
,I;,
9
METES AND BOUNDS ORDER OF PHASING
7
LEGEND
EXISTING CONTOUR (MAJOR) =
EXISTING SANITARY SEWER LINE
- EXISTING CONTOUR (MINOR)
EXISTING WATERLINE
PLAT BOUNDARY -� '�-
PROPOSED
6" SANITARY SEWER LINE
PHASE LINE -S --6-
PROPOSED
8" SANITARY SEWER LINE
- - - - LOT LINE o
PROPOSED
SEWER MANHOLE
PROPERTY CORNER
PROPOSED
SEWER CLEANOUT
--------p-------- PROPOSED EASEMENT LINE
PROPOSED
6 WATERLINE
- - - - - EXISTING EASEMENT LINE �" "B
PROPOSED
8" WATERLINE
ROW LINE -"-12
PROPOSED
12" WATERLINE
° FM
PROPOSED 4' SIDEWALK
PROPOSED
FIRE HYDRANT
-*--n-g-
PROPOSED 6' SIDEWALK
PROPOSED
STORM SEWER
®
PROPOSED
STORM INLET
FLOODPLAIN BOUNDARY
y
FLOW DIRECTION
7,f//, '. '/%/r GREENWAY DEDICATION AREA
All that certain lot, tract or parcel of land being 97.94
D
ocres situated in the ROBERT STEVENSON LEAGUE, Abstract No. 54, College,,:t t# on Brazos -County, Texas and being
the remainder of that
EXISTING: PHASE 1A FUTURE: PHASE 6
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 acre
PHASE 113 PHASE 5
tract being more particularly described by metes and bounds
as follows:
PHASE 1 C PHASE 7
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
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
PHASE 2 PHASE 9
also being located in the northwest line of the Edward Froehling
called 93.543 acre tract as described in Volume 3162, page 199
PHASE 3
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
called 17.396 acres respectively a distance of 2062.17 feet
to a 3/4" iron pipe found in the southeast right-of-way line of Graham Road for the most westerly corner,
said corner being the
PHASE 4
most northerly corner of said College Station I.S.D. Lot 1
Block 1;
PHASE 8
NOTES:
THENCE along the southeast right-of-way line of said Graham
Road the following calls:
N 43' 01' 42" E, distance of 935.93 feet to a 1/2" iron
rod with cap suet for angle point; -
1. NORTH ORIENTATION IS BASED ON ROTATING THE SOUTHWEST LINE TO GRID
N 41' 01' 27" E, a distance of 107.72 feet to a 1/2"ion
rod with cap set for angle point; and
NORTH BY UTILIZING GPS METHODS.
N 41' 01' 27" E, a distance of 721.85 feet to a 5" fe
ce corner post found for the most northerly corner, said corner being located in the occupied northeast line of said called 99.25 acre
tract, said 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;
2. THE FOLLOWING EASEMENT INFORMATION PERTAINS TO THIS TRACT:
A. THE RIGHT-OF-WAY EASEMENT TO THE CITY OF BRYAN RECORDED IN
'
THENCE S 48' 32 17 E, along the occupied northeast I,Ine
d 99.25 acre tract and the occupied southwest
of said calld p t line of said called 10.00 acre tract a distance of
813.16 feet to an 8 "
VOL. 98, PG. 84 MAY AFFECT THIS TRACT, BUT IT'S LOCATION IS UNKNOWN.
fence corner post found for an interior corner, said carrier
being an occupied interior corner of said called 99.25 acre tract and also being the occupied most southerly
corner of said called
B. THE RIGHT-OF-WAY EASEMENT TO THE CITY OF BRYAN RECORDED IN
10.00 acre tract;
VOL. 1764, PIGS. 8 & 11 DOES AFFECT THIS TRACT AND IS SHOWN.
C. THE EASEMENT TO THE CITY OF COLLEGE STATION IS RECORDED IN
THENCE N 427 19' 42" E, along the occupied northwest
ine of said called 99.25 acre tract and the occupied southeast line of said called 10.00 acre tract a distance of
518.84 feet to an 8"
VOL. 3393, PG. 1 DOES AFFECT THIS TRACT AND IS SHOWN.
fence corner post found for the most easterly north comer,
said corner being an occupied north corner of said called 99.25 acre tract, said corner also being located in the occupied southwest
•THE EASEMENT AND RIGHT-OF-WAY TO GTE SOUTHWEST INC.
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, along the northeast line of said
called 99.25 acre tract a distance of 1228.53 feet to an 8" fence corner post found for the occupied most easterly corner, said
3. THIS PROPERTY IS CURRENTLY ZONED R-1, SINGLE-FAMILY RESIDENTIAL.
corner being the occupied most easterly corner of said
called 99.25 acre tract and also being located in the occupied northwest line of the Peyton Waller called 22.796 acre tract as described
4. THE TOPOGRAPHY SHOWN IS FROM AERIAL MAPPING DEVELOPED IN 1994
in Volume 327, page 90;
FOR THE CITY OF COLLEGE STATION.
THENCE S 41' 14' 58" W, along the occupied southeast I
ne 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
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.
feet to the PLACE OF BEGINNING and containing 97.94 acres
of land, more or less.
6. THIS PROPERTY DOES NOT LIE WITHIN A 100-YEAR FLOOD HAZARD AREA AS
And being the same 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
Records of Brazos County, Texas;
FEBRUARY 9, 2000. THE 100-YEAR FLOODPLAIN SHOWN IS AS DETERMINED BY
BASE FLOOD ELEVATION DATA FROM THE 100-YEAR FLOODPLAIN DELINEATION
TRACT TWO:
FOR THE SOUTH FORK OF LICK CREEK AND THE ALEXANDRIA SUBDIVISION
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 Stotbn, Brazos County, Texas and being a portion of the 93.543 acre
tract conveyed to Edward Froehling by deed dated June
16, 1998 recorded in Volume 3162, Page 199 of the Official Recor<s of Brazos County, Texas (O.R.B.C.) and being more particularly
7. CURVE LENGTHS SHOWN ARE ARC LENGTHS.
described by metes and bounds as follows:
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 Peybn-Waller 22.796 acre tract described in Volume 327, Page 90 of
TO THE SCHOOL PROPERTY WILL BE USED FOR THE EXTENSION OF THE
the Brazos County Deed Records (B.C.D.R.) and said iron
rod being in the southeast line of the Phi -Ton Investments, L.L.P. 97*9 acre tract described in Volume 6251, Page 270 (O.R.B.C.);
POWERLINES IN ORDER TO PROVIDE ELECTRICAL SERVICE TO THIS PROPERTY.
/
SINCE THE ENTIRE LENGTH IS REQUIRED FOR THIS EXTENSION, THIS EASEMENT
THENCE: S 45' 14' 21" E along the common line of the
said 93.543 and 22.796 acre tracts for a distance of 423.66 feet to a found 5/8-inch iron rod for corner, said iron rod marking the
WILL BE CONVEYED BY PLAT WITH THE DEVELOPMENT OF PHASE 1C.
south corner of the said Waller tract and the west corner-
of the 11.254 acre Springbrook - Common Area described in Volume2387, Page 241 (O.R.B.C.);
9. ALEXANDRIA AVENUE WILL BE CONSTRUCTED TO CONNECT PHASE 6 OF THIS
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 b a found 1/2-inch iron rod for corner, said corner marking the
SUBDIVISION WITH THE ALEXANDRIA SUBDIVISION. THE DEVELOPER OF THE
north corner of ALEXANDRIA SUBDIVISION, PHASE 2-A as recorded
in Volume 3847, Page 207 (O.R.B.C.);
FROEHLING TRACT WILL CONSTRUCT THIS CONNECTION, BEFORE OR AT THE
COMPLETION OF PHASE 6 OF THIS DEVELOPMENT.
THENCE: S 44' 39' 11" W along the northwest line of s
id PHASE 2-A for a distance of 150.00 feet to a found 1/2-inch iion rod for corner, said iron rod marking the northeast corner of
ALEXANDRIA SUBDIVISION, PHASE 2-B as recorded in Volume
3922, Page 284 (O.R.B.C.);
10. THE STORM WATER DETENTION FACILITIES FOR PHASES 1A, 1B, 1C, 2, 3,
4 AND 8 OF THIS SUBDIVISION WILL BE TEMPORARY DETENTION PONDS
LOCATED WITHIN THE LIMITS OF PHASES 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
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 corner,
/
REMAIN UNDER THE CONTROL OF AND BE MAINTAINED BY THE DEVELOPER
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 PERMANENT
3) N 45' 20' 49" W for a distance of 120.00 feet to a
ound 1/2-inch iron rod for corner,
STORM WATER DETENTION FACILITIES FOR THE ENTIRE SUBDIVISION WILL BE
4) S 89' 39' 11" W for a distance of 20.71 feet to a found
1/2-inch iion rod for corner,
LOCATED IN THE 9.8 ACRE TRACT SHOWN ON THIS PLAT, WHICH IS A PART OF
5) 170.17 feet in a counter -clockwise direction along th
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
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
6) 52.36 feet along the arc of said reverse curve havi
g 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
ALSO BE PROVIDED WITH THE PERMANENT FACILITY DESIGN TO SHOW THAT THE
distance of 50.00 feet to a found 3/4-inch iron pipe for
the Point of Tangency;
100-YEAR FLOOD ELEVATIONS FOR THE SOUTH FORK OF LICK CREEK ARE NOT
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;
INCREASED BY THIS DEVELOPMENT.
8) 39.27 feet along the arc of said curve having a ce
tral 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'
35.36 feet to a found 3/4-inch iron pipe for the Point
of Tangency;
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
12. A MULTI -USE PATH AS IDENTIFIED IN THE CITY OF COLLEGE STATION
the Phi -Ton Investments, L.L.P. 97.94 acre tract;
BICYCLE, PEDESTRIAN AND GREENWAY MASTER PLAN IS PLANNED TO BE WITHIN
THE GREENWAY DEDICATION AREA.
THENCE: N 45' 03' 16" E along the common line of th
said 93.543 and 97.94 acre tracts for a distance of 491.74 feet to_ a found 8" dia. fence post;
THENCE: N 44' 34' 14" E continuing along said common
line for a distance of 296.58 feet to the POINT OF BEGINNING and containing 9.804 acres of land, more or less.
F31
sY: •#,'ax.g yr .A i:G+��, il�u.c�:
e'er'-;SS?�sSH�bi tt y.}.
NOT
FOR
RECORD
107.759 ACRES
SAVE AND EXCEPT
P HAS E 1 A = 9.618 AC.
P
RASE 1 B =
8.451 AC.
PHASE 1 C = 7.625 AC.
PHASE 2 = 8.289 AC.
PHASE 3 = 8.708 AC.
PHASE 4 = 7.152 AC.
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.
BLOCK 1, LOTS 1 THRU 21 BLOCK 9, LOTS 1 THRU 38 BLOCK 17, LOTS 1 THRU 10
BLOCK 2, LOTS 1 THRU 23 BLOCK 10, LOTS 1 THRU 10 BLOCK 18, LOTS 1 THRU 12
BLOCK 3, LOTS 1 THRU 12 BLOCK 11, LOTS 1 THRU 13 BLOCK 19, LOTS 1 THRU 10
BLOCK 4, LOTS 1 THRU 41 BLOCK 12, LOTS 1 THRU 13 BLOCK 20, LOTS 1 THRU 24
BLOCK 5, LOTS 1 THRU 7 BLOCK 13, LOTS 1 THRU 14 BLOCK 21, LOTS 1 THRU 28
BLOCK 6, LOTS 1 THRU 48 BLOCK 14, LOTS 1 THRU 14 BLOCK 22, LOTS 1 THRU 13
BLOCK 7, LOTS 1 THRU 38 BLOCK 15, LOTS 1 THRU 28 BLOCK 23, LOTS 1 THRU 5
BLOCK 8, LOTS 1 THRU 10 BLOCK 16, LOTS 1 THRU 24
ROBERT STEVENSON LEAGUE, A-54
COLLEGE STATION, BRAZOS COUNTY, TEXAS
SCALE: 1 "=1009 AUGUST, 2004
REV. SEPTEMBER, 2004
OCTOBER, 2004 (REV. 2)
(NOTE 8, SHEET 2 OF 2 ONLY)
OWNER/DEVELOPER: AUGUST, 2005 (REV. 2)
3 2010 (REV.
Ed Froehling Builders MAY, )
887 High Lonesome ENGINEER:
College Station, TX 77845
(979) 776-8266 * CIVIL DEmoPmmT, Lt&* '
CIVIL ENGINEERING & DESIGN -BUILD SERVICES
SURVEYOR' Kent Laza, P.E. ,
547 William D. Fitch Parkway, Suite 110
Curtis Strong, RPLS No. 4961 College Station, Texas 77840
Strong Surveying ...
1722 Broadmoor, Suite 105 P.O. Box 11929, College Station, Texas 77842
Bryan, TX 77802 (979) 431-0822 Fax: 866-413-0895
(979) 776-9836
SHEET 2 OF 2 .