HomeMy WebLinkAboutBridle Gate Estates PPv CURVE RADIUS DELTA ARC TANGENT BEARING CHORD
° LEGEND
° ' ' 1 C1 25.00 94° 13'51 " 41.12 26.92 N 04' 1 4'27" E 36.64
� �' / I ON -SITE RIGHT-OF-WAY
REMAINDER OF ZONED AO, i 0.2603 ACRES C2 370.00 03°14'16" 20.91 10.46 N 52°58'31" E 20.91
X-FENCE % M. H. CANDY E�Ecta\�` FlSEMEI FLOW ARROW P
25.6 ACRE TRACT 0 _ I
ON -SITE RIGHT-OF-WAI 1 VOL. 102, PG. 254 i 420.00
,20 •0 / RECESSED INLET C3 25.00 86°45'44" 37.86 23.63 S 82'01'29" E 34.34
REMAINDER OF 0.001 ACRES / ° �� 1 `A' 1 ,7'/
JK DEVELOPMENT, L.L.P. x N 44 48 08 E 46.00 >> Vvj/////%///�i j i HEADWALL C4 25.00 48°11'23" 21.03 11.18 S 14°32'55" E 20.41
21.00 ACRE TRACT / / ° 52 /� .ii/ j/// j j j/////j(j j/ BLOWOFF ASSEMBLY
Ir OFF -SITE RIGHT-OF-WAY 1 _ yr ////// /y/// / / C5 50.00 276°22'46" 241.19 44.72 N 51 °21'23" E 66.67
VOL. 2539, PG. 71 �� / ,=" ///// ///// / /// '
1 % 0.049 ACRES 45 11j��///l�////�/// j/yj/ ///�//// / / / r' HANDICAP RAMP (DOWN) a
E t f1P/���////// //I
WATERLINE FITTING �1 C6 25.00 48°11'23" 21.03 11.18 N 62°44'18" W 20.41
riri/// _ <�E�
p� C D R� T C29 / / / - . •/ �/ / / / / /, // / //y////// j ///////// y //// EXISTING MANHOLE C7 25.00 96°49'31 " 42.25 28.17 N 09°46'08" E 37.40
MIRE �// /////�/�///// 60' WIDE PROPOSED MANHOLE
N i� ,�/,' LT pgVEMEN / / H /// /////// j BRYAN ELECTRICAL EASEMENT 0 C8 25.00 83°10'29" 36.29 22.19 S 80°13'S2" E 3
N N v TO BACK ASPHA ////
`fl L o BACK _ --��� ///// // '� eta ° _ - //// VOL. 213, PG. 541 POWER POLE
33.19
N 0 ZONED 1 R6 70, ROW `�8 // ///// _ D / IRON ROD C9 25.00 48' 1 1'23" 21.03 1 1 .1 8 S 14°32'55" E 20.41
N 45011 ' 52" W �58.77 7 p6.\ // _ _ CH EEC - - PROPOSED 8" WATERLINE i EXISTING WATER LINE - °
_ / 1 C1 O 50.00 276 22 46 241.19 44.72 N 51°21'23" E 66.67
j 8•• W 46 ///////// PROPOSED 4' SIDEWALK
52 2 ///// / \ - 6' FROM BC BOTH SIDES / I EXISTING SEWER LINE - -
_ N 42' /// //�///// C27 _ _ N 31 °49'06" W 355.42' _ _ - ( / ) i j WOOD FENCE -//-//-//- C 1 1 25.00 48° 1 1 '23" 21.03 1 1 .18 N 62°44' 18" W 20.41
OFFSITE RIGHT-OF-WAY /i // _ p
W _ -'- --- C28 '' cp / WIRE FENCE -x x x- C 1 2 25.00 96'49'31 " 42.25 28.1 7 N 09°46'08" E 37.40
0.364 ACRE ///� /////////� /// E EC7RICAL EASEMEM g
PROPOSED 4' SIDEWALK // ////j//////// 52'28 '�"��- e1u c E 69.62 /
6' FROM BC (BOTH SIDES) // //X///j/ / �fL'� _ - N 42° --,�.►- .1�'-80.00' 80.00' 80.00' 45.81 I �` -GAS GAS-
GAS LINE
// /// _ r CHD:79.25 BLOCK TWO ,' ,' CND:1 �- // i GTE LINE -GTE GTE- C13 25.00 90°00'00" 39.27 25.00 N 76°49'06" W 35.36
// a/ ////// //// • 04 ! /
S 47°07'32" W 39.79' //////////////////// 72• 18.16' CSTU
HD:10.38' CHD:34.22'0 FIRE HYDRANT ] C14 25.00 48*11'23" 21.03 11.18 N 07°43'25" W 20.41
// - • OH EEC CL Z 20'SETBACK
�\ // _ 26877' „��'- sou n M � // � �°j � 3�6 %/ BENCHMARK � C15 50.00 276°22'46" 241.19 44.72 S 58'10'S4" W 66.67
PROPOSED`�8" WATERLINE %// -�' 28' W �.� c v cn) IM I Io ( I I Ir+1 I � \ SANITARY SEWER SERVICE
/ 42.5'z _ �Ec 2g' A N ICAO EASEMENT - I Ir cw o O 4� / ZONED AO -SS-
N off 48. c1R I �0� 0� WATER SERVICE _wS- -
�� BTU \\� _ to E� o ,- 3/ ^'_ , - I' � C16 25.00 48°11'23" 21 .03 11.18 S 55°54'48" E 20.41
g0•g1 Z WATER VALVE
N -
--- 1_- gN OH ELEC Z i ° \ I / I
� N N
USE
- ' Z ' 1 \ C 1 7 25.00 90 00 00 39.27 25.00 S 13 1 0 54 W 35.36
_ I w � \ I
N � 3I , 1 I
IC L _ W / / /
EtiC� � 13g 57' II _ - ' j \\ w I w3 I m �' 35 / w I� I % / / i \ i »
°HI r - E 2OSETBACK N N I I mi O / \ gyp- 0.�o C18 25.00 83°10'29" 36.29 22.19 N 80°13'52" W 33.19
7K O w O 0
m ' ° M C 19 175.00 06°49'31 " 20.85 10.44 N 35° 13'52" W 20.83
k_or N N I I - I I� ( i� 1 ro I to I i \\ �� REMAINDER OF
_ O O 00 00 /' tD / I W M. H. GANDY
° N I 1w I ('� ( / I ,n I I, I z CHD 55.21' q� \ - \ \\ 2`�.6 ACRE TRACT C20 25.00 48° 1 1 '23" 21.03 1 1.18 N 07°43'25" W 20.41
(0 �\ W I IZ ( 25 SETB"ACK ' \ - O VOL. 102, PG. 254
\ - N_ �i LZ C D:40.32' O ti I (� \ T
1 I c�`\ i 15 C' - i - - - _ C21 50.00 276°22'46" 241.19 44.72 S 58°10'54" W 66.67
60' WIDE CITY OF Q /
BRYAN ELECTRICAL EASEMENT 1 \ II P ° 18 28' PROPOSED 6" WATERLINE ' / O Rsuy° 1��2/ C22 25.00 48*11'23" 21.03 11.18 S 55°54'48" E 20.41
VOL. 215, PG. 583 \ w I v o'\ 19.05' J
1 0 I y s 56 �'�x ----- 00 ' s 00. 1 52 E '� / - i /
11 N I 33 G O 8 1 c'st 70.42', 32. 4'- �� -- - `� I - .80.00' _ 6 _ 48.38' C� S r45° 1 �/ , i - C23 225.00 06°49'31" 26.80 13.42 S 35°13'52" E 26.79
C
y�'3g1 i® '0 \ - i C24 25.00 92°27' 1 6" 40.34 26.09 S 07°35'01 " W 36.10
I ro GNP "�S' M _ 65' e D S 31°49'06 E 386.66' o b \ -
ZONED AO I hN e C4 �9.45'-•,Qi G Q S 38.38,37„ E 102. 50'� ROB 27' -B ASPHALT PAVEMENT /�'�� fCOURT
d \ cNiW C25 430.00 02°27'16" 18.42 9.21 S 52°35'01" W 18.42
113.29' N 31°49'06" W 386.66' p \
g 68.50 38' 37 W .� S o 1
S 38738 37 E ¢ N 38` �- O s U v \ %- W C26 25.00 85'46'09" 37.42 23.22 N 85°45'33" W 34.03
I PROPOSED STORM �°' C19 75.00' ' �' \ C27 465.00 11°03'22" 89.73 45.00 N 37°20'47" W 89.59
G� 35 .►- 75.00' 75.00'
e 55. .►- 4g.87 / 75.00' 75.00' C2
N3 °49 32 W 195.87 C1 v SEWER INLET 38•38'37" W .�� --O " g•42' PROPOSED 8" S N.SWR.
n G (TYPICAL) N 6 4.69' O O 0 1 0 / I T06
/ '
z O 0 0 0 0 ''oHD� ' �-rT III °� c� -
I I O I •,,,,,,, ....-- �� t 10'� � `.� C28 465.00 24'38'16" 199.95 101.55 N 19'29'58" W 198.42
�� _ _ nj O O 10 O O O 56 08 �I II ��0' $o,` i /�,\O\ 20'PUEr \ 2S6 C29 535.00 11°03'22" 103.24 51.78 N 37'20'47" W 103.08
REMAINDER OF I I I \ J
I o
+ JK DEVELOPMENT, L.L.P. 1 I do e G6 O) M '� V) Cap 535.00 18°59' _ 08" 177.28 89.46 N 22° 19'32" W 176.47
21 .00 ACRE TRACT i I 0 I CIy ( G r O
i '0 15'SETBACK / � , 0;8 O \ 7. / \
VOL. 2539, PG. 71 1 ' 0 / ' e'3 ' II ( / 70• i \ -
25'S /fBACK
\� II I ; �N ctio: 9 #%T�kv- I 0 15'SETBACK I I20 w I �w �w I �w I 2i Iw I �w Iw I wI e > >r ,
N w r I' I 3i� I i� I5IN 6_i� 1_---1 Ail \ 1 N 44 57 21 W 45.85
% / o. > I I In 21
APPROX. LOCATION OF/ 4 I S3 / g6 rn Q o o 0 I
UNDERGROUND TELEPHONE 02 0�� Io• I w I o d o o o o O 7
I 1
CABLE �� I /� / /, GNQ. I 8I N I °I I
a� y L�// °° I °' `° ' - - �°�n°L 'n L0 Ln LOCK/ TWO 1 ' N � i '0I (III
�� _ a z z z z z z ; , z ; - II - - - - ''_ !/'/ %, N 33037' 18" W 18.76
4Nii \�I to 1----------------------- ------ -- -
E /p// / 85.00' 75.00' 75.00' 75.00' 75 00' - - - /�/ /i Z
80.00' '
271. / /_ _/,i �� / FL OUT-271.92
65' m - OQ ' 1 91 .51 ' /
1 37" �_ - - i m \-------- - / S 31'49'06' E 806.51' / \T,.�` '' / , / / / r
1 I is 38 ____. ]"-# i -------------------------------/-----t-----------� I) / '� ,',' ,' / /' /' ///' /ry`"i,/ / FL N=272.02
38' I� L--- --'Tz 80.67' w �. I_ _-------- ---- ' �, �// / /./ G�q TOPI=282.42
_ 85.7.5 ---- - -
I (� - - to .\ O O O O ' O O // O I - ��'
1 J 1105.25 - - - _ _ ao o
4' t0 O 0 II
_ t� I / O / O O ' O O / I I 20'PUE
1 _ O `' \ //
/ t� rn / to (I
\VyO �C� t0 0 I I I r / w� \ /
W 1` 00 _ / 0 /
`I `\ w\ 0 0 w IW I I I I I I I I I, I -'II II
c c0 20'PUE� \ �4P ( 0) z 17w w ' / w ,/ W i ' --' fit / '/ / '4'
11 O 20' ETBAC� ��' I I I I I I 7I: I I: I 15 -fi_ I I I I: I �n l r
1 d'
N I o �n �n �n In / /' o II �20' DRAINAGE
/ / / / I r
6I` I Q t0 0 O in ' to / I ( I F%& PUE ,i r/ S' / /
1 0,20 \� CHD:56.17' �` 0 O / O O170/ 8
1 _A c4 \ in � � � 25'SETBACK 7 . �I ii I 6454' /,�O ,� � �� ,,,, �, ,,j,r�, � k,,?/ ' ,' ',N' 9°2353" E 41 .15'
1 CO �s� 15'DRAINAGE\ �'�o \ N \ - - In In In , amo \ 9 I I I Icyo //kk /
1 1 \I F\ ESM'T. h\ z z `n `n 0� I �, '43 ^� �/ �i / '/ '/�/ '/ / , / /
11 0 I i \ �30 coo o'�� CI1D:4769 �j� PROPOSED 6" WATERLINE z z z i Z ''Z ONV '-- 00 // '''/'/'' % +,'/' % '/ 1 ° 12'39" E 1 '
\ 0 $ \.�� 1 60.00 75.00' n 31 s23
/ 3 G ' I` 75.00' 75.00' / /
I S 1 s o L, �.---175.00'S.GO' 75.00' 24.14
.. Cg 34.47 1 - _ _ _ _ _ _ _ �- �/ . II a \ r / / / / / / // , /
(r 125jSETBACK G / ��< ...Q/ - --1--� ���L� (II ?\0
�r ,/ / /,' /',/ 4 �''�i/p
j %0 I N % �"'- �� PROPOSED q S 31'49'06" E 5�4:14' / y 1 / / / � '/ v L r//f. , , 35007'48" E 32.04'
S p ,/
11 ` N co 38'38' E 41•.47' II STM. SWR. 50' ROW 27' B-B ASPHALT PAVEMENT ,BRIDLE /T R A I LS� C ��......'. U R T� II n �- , l O / ', ';,,�/',f',%,/;,
I / I �� 37 "< Y /
` II\ 'jt �� S Q 22.56' i -- MANHOLE- 4______________ N 31�49'06'_W-534.14' r e v c� N 2 co
U 2 v V.
% N 38-38'37-_- ` �� �Z =:••• '' 702353T w ''I N ''''�''i /�/�/k /''' / 6"22'07" 13.38
i 14 G �/ 1 j/ /'',' /'' F/ I I' '/' LICK CREEK FLOODPLAIN
d I y 65.00 75.00' 80.0*0 I 0 00 ' �� E \ Op'� r / /
80.00' 80.00' 74.14' ^ I ri // / /
1 � 96• 'G' '__,/�. r i 5.90' / � ''�' ,� ,� W / / / YI/ /i I�
PROP. 8" SAN.SWR. / > M r /
F
q7' o u SAN PROPOSWR SED PROP. STORM SEWER / - 14.88' _'� \ \ o ' �: , v \// % / ° ' " '
MANHOLEF_ - - /' r l ----- .\ `\\ Ud 0n � I r//,C,Y `iC, v /' / /'N 1 49 27 32 1 t E 22.01
LOCK OIL (0 O ' � 0 (TYPICAL) O // 0 / CHD.61.99 ,_- \ �''
1 / O 0 O �,, \ \ I CO
\\ I ��. --� TYPICAL ' o O / ' O I / ' / ` �� ��i'
N s. CHD:50.97 ( O I Io I to I Io I ' I0 1 to '� Ip / \ \ \ �m �,/ • \, / / / /
O to O O I / ICE t
CFiD� 17.24' 10 I h 1 I` y/ 0 20' DRAINAGE,\\\\\\ \ i 2 /' /4/I
I� 4 I� ACCESS & PUE \ \\\\ i / / i //
I �' `I 15'SETBACK�3 51AY
11-� I 2&PUEBACK/� i'// 0_ O 1 w\ lil 2W W til w w i w . \\ \�/ ,� /,'/�i /'/rl'� /iIfi/ y1/ e f "
' N 49 7 08 E 128.71
6
1 00 d 15'SETBACK `r d d d d 1 i d I N 17°1 1'14" E �i/�,/'/' , , ,r%i `i'r/Vi /'�X ., �'/'�
L 111.10'` /� / / r
1 \ to to to n to ' to ! Y/<T\ r // T / 1 X
I I Z O O
O / / / , I, /f 1
/ / / / ` 4 / r�/ \ /
W r / C, ','k00
00
11 20'ETBACK S 31 °49'06" 236.95' ` to ( h 1 I 1 ( I ( I S 72'48'46" E ' \ / i ,(, / x' r / , / , / / 1/ / ,( /r , , , , /i,� ,' r', REMAINDER OF
II 6.75' 100.21' 80.00' I / 20'PUE Z z Z I z i' 162.90' /\' /' / /\' ' // ' ' / / /I / / /1 / ) / / ?', , /
ZONED C 1 j wOi //�//��///�/////,////////////////\{/////%1/L/l�/1/�r0 ' Z 1 �\ �I ZONED R6 Z Z z 1 / / ,ii'/ , / '� ' //i// �� ' �'///'' ' r' J VOL5813CRPG TRACT
555
J JJII i - / y , , / / , , r ', / / , i / , /I
3 FER/ 1_ L a__ 11___ 1 I_ 11_ 1 x ' ' '9' ' ' ' / 1' ' 1' J
/ //////// ----- --- ----- / / / / /�/ / / / / /i
1 N�/ / 0 LANDSCAPE BUFiy/x/ / -T--- ---- - _- -I �/ / /
/0.1 62 ACRES. //o, / / / v' 1/ /,�
/%//%///////////// / BLOCK TWO I r /i /' / /� / rl _ k _ s / li 7
I 90.00' 75.00' 80.00' 80.00' 80.00' 80.00' 80.00' 69.42' , // , / / / /q!0�• / /% / / / , / / , // / , , / / / , / L i S 31'49'06" E 233.34' 1 +7C1
1. ► �i-t T �� +//� + + # • i r / /
i _ \ ' _// S 31 °49'06",,E 874.49 " " " " " "
It
SECURCARE PROPERTIES X, LTD. ' \ I ` / , / r r , , , r , , , , r / r1 , / r , r /,',/ f „ / r , r ZONED C2
1 ; 20'PUE \ . 30' BUFFER / / / 5.79 ACRE TRACT T / , / / r / / / / / /
VOL. 3397, PG. 248 11 �" \ i i . r / /
C1 ZONING LINE , W ZONING LINE -� \ / / ' / / / / � / / / / /' / / ✓' /' a// �� / /
\� M---------------- - - - -7-7
----tom-----�'--------I----- 'mac'-�'rrT,`r'•c�/�i �•-yr•L,r�'�..-.•��'-''''f /'''t''-- ---
W '
r_
1 REMAINDER OF 1
/_L_L- / _/Y� /
I -�- RELEASE TRACT B ' '� / / / / // y / i/./ / / v-/ / / 7-/ r-i r-
5.8 ACRE TRACT
8 WATER \` CL LICK CREEK
LINE 1 � N `� �� N° �� ry�� X-18" SANITARY SEWER// I
1 J 1 FIRE HYDRANT r�
4' SIDEWALK 0 6' ZONED C1
FROM BC (BOTH SIDES) LONGMiRE i �' /�
CITY OF COLLEGE STATION
20' SANITARY SEWER EASEMENT
/ 1
VOL. -_912, PG. 132
KEY MAP
00
L U I N 0 ° W �/ / /-MINA Y PLAT
A ' __
to uJ N Wry r .ca�� COURT // / /
\ M
P ELI
ZONED C1`� W
Z 0 // ' w ,• FL OUT=270.16
�\ I ,/ Q FL IN=270.36 / /
° O TOP=283.36 / / /
\_j .� /
_ w
ECO D
PHASE TWONOT FO
.. _.. _.. . - .. _ .. � //
m 9.772 ACRES SINGLE FAMILY RESIDENTIAL
20' PUBLIC UTILITY EASEMENT z
VOL. 578, PG. 339 ,
VOL. 589, PG. 191 _
X-10"SAN.SWR.
199.93
X-SAN.MANHOLE -_-SAN.SWR.
X-24"WATERLINE X_PP 60.1 2' -WATER
�- _ ' _ _ _
I I I I - - * * - ' * - ' ' - - - - - - 7t7
- ______ -- PROP. CULV,
CITY OF COLLEGl1 STAT`I01\. ----- _ W/SLOPED
20' ELECTRICAL,/EASEMENT HEADWALLS ` X-PAVEMENT w BRIDLE TRAILS COURT
VOL. 627, PG. 723 fe 2 6/0 .0 5' Q -- I
GENERAL TELEPHONE CO. S 35° 24. 52 E 2 �.� i
J GREENWAY
10' TELEPHONE EASEMENT /b
VOL. 666, PG. 309 & � SINGLE FAMILY RESIDENTIAL
ENSEARCH CORP. p /
10' PIPELINE EASEMENT H I G H W�A► Y 0 ° /
VOL. 670, PG. 397 STATE m /
COMMERCIAL .
30' LANDSCAPE BUFFER
! I P HAS E O
LOT A COMMERCIAL
9.037 ACRES SINGLE FAMILY RESIDENTIAL
L 0.754 ACRES GREENWAY
11.32 ACRES
STATE HIGHWAY NO. 6
bRIDLE UATE LSTATES
21.10 ACRES
ROIBERT STEVENSON SURVEY, ,4-54
COLLEGE STATION, BRAZOS COUNTY, TEXAS
SCALE: I"=60' - OCTOBER 26, 1999
PREPARED BY:
HESTER ENGINE RING COMPANY
7607 EASTMARK DRIVE, SUITE 253-B
COLLEGE STATION, TEXAS 77840
409.693.1100 FXo 409.693.1075
EMAIL: HECGKG. NET
OWNED & DEVELOPER
ALTON OFCZARZAK
OAKWOOD CUSTOM HOMES
1911 TEXAS AVENUE SOUTH
COLLEGE STATION, TEXAS 77840
PH: 409 e 696 a 7206 FX: 409.694.8606
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