HomeMy WebLinkAboutDRAWINGU
X
J
G�
® HORIZONTAL CONTROL POINT Man `®° °® IRON PIN �WELLBOR
ft ®� _ -_
° am ® N - 3865.70 UNPLATTED , ExISTING r f
oft °� E- 2826.81
OWNER: JDE Development Co., Ltd. PHASE I
- --
160.489 AC. -
1
ri
4339/ 199 Filed October 9 2001 ; 6�� ASE l PH N 469 ' 66 -` _ _ _ _ ° ,,_ - I,_... \
3
' O
X11- c�
_ -
5 - _ _ I a�.,, � � � 1 DUCK VEN }
I _
278.40 SUED ION
(
l i t
2° 37 "E !2 HOC
r ° N 5 43'
448.2 0 � =; .
( (' f ( ( 278.40' 2' e '
° __ G
SHEET 2i 1 6
CY) it 0C
�-_=
- - - - -- -- v ('(Lr) ( 1 3 I (, / 12 59.37
50 '49"59" W ) Z0 ( (� r� (� ( 6 C° r 288
1- 5070' 63
S 41' 20'02" W - 30.60' 4.163 acres - _
/ . I 2 Z 1 1v�
- - - - -f I (� ( 3 r. 2.170 acres c
z ( I v (, 1 _
I _ ) ( 2.572 acres (� (� (� ( .3 ( / I r l ) ) 288 63' - �7 7 - _ _
I j (
it I , 1 (( ,' I 2.087 acres ° / , (� �0 1 1'4 I 1
(+ , 1 _ 2 92.55' -, 1
11I,n Ir 65.30'
) I 1 S43059'5
/J 10 z( + '.I`�' I I I�1 J E
L= 130.42' _ (+ ( R=50.00' \\ z '( J I r( W
I - ( / ( 2.077 acres
1 ( )
I ° ) R= 50.00' L= 106.20 ( ( L =1 18.31'
I ° ( R= 50.00' j R= 50.00' ' 2.330 acres N r I CLAJON GAS CO. PIPELINE
d) ) 1 1 J 60' EASEMENT - 472/267
I I { - I
I ) S4110"W - - -J L - - _ -_ - -_- �= _S (, ,°'�
6'00 ), J� 14
R= 40.00 L =1 18.31'
20 1 r r�
- - 42 " (� ( L =1 18.31 / \ ,)
�- - -- - -( - ( R =50.00
i (TYP.) \ J _ - - - - F 247.16 ( r' - - J L S54 / R= 50.00' ) �.,( 2.610 acres z I I l
57 23 - - 42' r 15
247 f� (( ( _ 6 4 1 ' r _ fl' i ((' 3.033 acres
ONE 18 "
I S 83° 51' 26" W - 123.74' _// � \ � 1 N42* 18'1 �b r `,O, � ( J ' I _ - ' - r J ) � ( - _ I �
1 - _ -! c° CULVERT I I ( A ( O PROP. 6" ' 262 .02' _ " - ` !�6 I ' cfl
T
WATER LINE I I I r' �� s2 3g „ I 1 I L =1 18.31' I r
I I r I R= 50,00'
I
N 36 54`59" W - 109 59' - { I I J ( '- ( I , I I { 2 \� J ( U
\\ - r 159.60' - - - - -t ' PROP. 6" WATER LINE I r I ( ( , l Nl S7 r3 �� J ' _
- ° { b� w o °( J I IN �, L 118.31 N 56 25' S3 E - 43.00' ( � { , r` O O o / \ R =50.00
o 5 (� o U �( ► I {° l r,�, '01 r N m
o 1.872 acres uu (� =, 8 I+ I I v I 8 F R =40.00
0 1890 `r . acres o c� iv I l ( PROP. 6 + I J
i ,'�� - U �{ I ("� ( z ( 2.318 acres car ' J WATER LINE I ') r, 25\\ ; I (TYP.)
� tid { rn { v ' I I 1 ( ( I J 9 { 0 I J J o r 3, _� \' 55'
_._ . __
... _ S51" W I ' D
\ 1 ° �i,G pF { N w { (' I ( ( ( J I 2.196 acres O I A - _ - - - - Li
r
1.512 acres { o I I I 1 Q ( I I i ° w ° I' I I 300.86% ` -- -; ', Q w Li
Q
\ VERTICAL CONTROL POINT TBM 5 ( 0 I Q ( J a , of -' K ) (° I v { Q { IrI ( I " I I�l c� 12I'I� °° °� J�cvo
\ RR SPIKE IN TF EE - c, I 1 U) l L= 39.27' I I L= 39.27' ( ' ( o I I -r g !�( 1.793 acres I +) rn (M �') ( D O c9 d
\ EL. - 293.71 1 c! I { ' R =2500' R= 25.00' ( ( �o G J I �) '� 1 3 I
cli L= 43.00' 0 r!
L=39.26. - J L
L -3957 Q - - _ _ . J F ' ° I
R= 25.00' { - - - 05.22' L =146.57' ` R= 25.00' I I I L= 37.85' (° z 1 �) o I PROP. 6"
[R=1 316.33' ` 6 R
l - - 72.97' _ J °) 2.028 acres
_ _ + J R= 25.00' �� WATER LINE
_ _ ca
�( L= 37.85'
187 I 171,
I J
.2' =25' _ -- -.-J' L----- - - - - -- `- _
�( R- 25.00' I ,. I
\ \ L3 L 254.26' 162.22 L= 75.87' �, ( I o j O I I
\ \ , N 50° 15'04" W - 70.00' - " L2 --- __ L5
_ _ !
\ 1 L�_ IVE 70, R OW) _ �_-
C2 26 ( I 1
\ D D R - - M
BENTWOOD
�. _ _ - -
_ _. O - - _ _. � - ---_ -- L6 7g 9 , t °_ _ - -
_� _ ,, _. - _ - - C3 _ __, 0 6 ONE 18 _ _ - -_
CONNECT ..PROP. 6_- - - - - -- _ _ _ . - ._ BENTW - rn---- --_` -_ - -- -- - -_ _.- L 14. - �4' --� _ _ , __.: - - _ ._ <_ _ .., _ - - •3 ,.. I �r - ,-I Q -4 -7:77- -�-
y WATERLINE TO EXIST CULVERT
M M r-- - -- 1 1 _- -._- -- -r- - �_ (II 2.570 acres
r ,(
° _, ----- J 2_80_23 _ _ - - - - 58 M C4
\ N 33 02' 4? E - 110.x1 6 WATERLINE M ( __J
=214.74' I ONE 18 - M 1 ��
M � L =40.87 � � s tt
\ PHASE I \ "- L J M M 139.47' - M A R= 25.00'
/ I
\ O O L =39.27
**' ,,,° .� { o R= 25.00' J r i CULVERT '1 I J -= �89.0� 25.75' -� , - - _ 189.23, _ M �.� j �3g / I 1
00 - L= 39.26' o I ONE 18 - `I C 9 0 • ,3 `L
�� I I I �o. f + I , ,758 2�3, 9 / ^�
J I A ,
o s11 . r L= 145.74' R= 25.00' Irn of 15.93 CULVERT 9
� I J I 1 �� O J J
_ 15.93' 0, (' F ( N rw l
L= 40.87' a
R J rn v - I u� r I J it J I J (� 1 \ 7,3 00 �
22 n J , I t- X p , AID) /w R= 25.00' ONE 18 "s�
0 11 ( I 2.311 acres`, J r + . F _ _ _ CU L
I - ' 23 I ,r� ) 21 `° 20 PROP 6 VERT ( ( °' - - J TEMPORARY
L� $ ' O ( J J I I r- ' WATER LINE 0 !N L= 227.02' 86.21
EXIST. 6" 1 , 1 N / 00 2.133 acres J !) I 2.027 acres 6) J I J N 1.936 acres N ( I N 1 \ �\) \�� 1 R_25, �TYF TURNAROUND
\ ! WATER LINE 1.559 acres ( 3 ' z J �,) r v N o
I
LU
LO C 19
;t (' ( J ( 46.1 M
,� a - P15 1.879 acres
r J I I J J ( (
(� 1 N(1 ' I I I J ' I (, I o j ; J `1 , I 4� BLOW -OFF VALVE
\ z N45'05'05 "E S45'50'39 "W J N45'50'39 "E J I S45'S0'39 "W I r I I r I" I' I (TYP. AT END OF
MATCHLI �L_ ---- - - - - -- ! L--------- -- - - -� r` - -- -- - - - - - - - J L - - -- N45 °5039 "E r ( J `�! ( ALL WATERLINE S)
- � -- -- _.� +I' �.� I
SEE SHEET 2
_ --- -- -- -- -- --- ._.. - -- -- - - -- -- J N If
�'.
� �- - - -
326.81 32150'
254.22' � � 325.73' - J I - 1 f - - -- - - - -- r - - ---� �� �- r I J I _ 1 .
\ 1 I 3 I I . z I, 18 n
' I ,.
I r J 299.82' I I I rn
N68 J J 1.963 acres J I I c
w
°8 i
r► � 17
In
2.189 acres n 'M
1 .'��
66,
•� J J I � � t <
I ' J
6 ��F J I I
-- - N45 °48 - - - -= ' MATCHLINE
GENERAL NOTES
-- - - -- -
- 309.20' - 1 ' SEE SHEET 2
1. According to the Flood Insurance Rate Maps for Brazos County, Texas and Incorporated
Areas, Map Number 48041 CO215 C, Panel No. 0215C, effective July 2, 1992, the property
does not lie within the 100 year floodplain.
2. Existing Ground Contour Information was obtained from two U. S. Geological Survey
(USGS) quadrangle topographic maps: the Wellborn, Texas Quadrangle, 7.5 Minute Series,
1961 (Photorevised 1980); and the Clay, Texas Quadrangle, 7.5 Minute Series, 1959
(Photorevised 1980). The 2 ft, contour interval was obtained by interpolation between the 10
ft. contour intervals shown on the USGS maps and will be verified by a later "on- ground"
topographic survey.
3. Minimum building setback requirements are as defined by current edition of the brazos
county subdivision and development regulations. There is a minimum 25' building setback
line adjacent to all public rights -of -way unless a greater distance is called out in the deed
restrictions.
4, This development is currently in the Bryan, Texas Utilities Service Territory.
5. Water service will be supplied by the Wellborn Special Utility District.
6. Sanitary sewer service will be by on -site sanitary sewer facilities (OSSFs). All lots served
by an on -site sewage facility (ossf) must comply with county and state OSSF regulations.
All OSSF construction must have an "authorization to construct" permit issued by the
brazos county health department. This permit ensures compliance with the county order
adopted by the commissioners court of brazos county, pursuant to the provisions of section
21.084 of the Texas Water Code.
7. All lots will be required to have a site /soil evaluation on file with the brazos county health
department before on -site sewage facility may be constructed.
8. All roadway sections will be 24' wide with 1 1/2" HMAC, 6" base and 6" stabilized
subgrade with open side ditched.
9. Public Utility Easement Requirements are as follows:
20' P.U.E. along Subdivision Boundaries.
20' P.U.E. each side of all Right -of -Way Boundaries.
20' P.U.E. centered along each lot line.
10. In addition to indicated drainage easements there is dedicated a 30' wide drainage
easement along the centerline of all swales, ditches or other drainage conveyances as
needed for overall drainage in the subdivision.
11. ZONING: Rural Area
12. LAND USE: Single Family Residential
13. ORIGIN OF BEARING SYSTEM: Found iron rod marking south corner of the
57.72 acre tract described in Volume 2413, Page 75 of the official records of
Brazos County, Texas. Deed call bearing along FM 2154 held for control. See Master
Preliminary Plat for primary survey control point.
OWNER/
MLS Development
DEVELOPER:
c/o Dr. M.L. Schehin
P.O. Box 293
Wellborn, Texas 77881
)0 FEET
(888) 828 -0895
SURVEYORS:
Riley Engineering Company
7182 Riley Road
Bryan, Texas 77808
(979) 589 -2457
Strong Surveying
1722 Broadmoor, Suite 105
Bryan, Texas 77802
(979) 776 -9836
ENGINEER:
CSC Engineering & Environmental
Consultants, Inc.
3407 Tabor Road
Bryan, Texas 77808
(979) 778 -2810
N)vn
SHEET `1 OF 2
A `
03-197
?-;67-,h s 9:oq
SUBJECT
TRACT
0 O n y r
/ // / n / n
z I N45 °05 05 E S45'50 39 W 1 I I I I
MATCHLINE L- - - - - -
N45 °50 39 E' S45 °50'39 "W N45 °.
50'39 'E � ' 1 � -
_ -J �- - - - ti � I L
1 - -- -- -- -- - - - - -- - -- ----- - - - - -- -- - - - - -- = - - - - - - -- - -
t ^ I
-! I
SEE SHEET 1 ---- - - - - -- -- - - - - -- - __ - - � -- - -__ _ - - -__ -�-- __� = �_
. 299.82'
PROP. 6" O
-
50 00 __ -__ - -_ - -___
254.22' 325.73' 326.81' r ` 32150' r
I I , I ` \` ,�� .._, \
( WATER LINE o ( i I W I ' I !_.I _ _ ._ _._ 8 0 8 ,
�,
1 ;col 1� ►I�l�
,�, / \�
IN 47 0 n 0 � I I o �I� I 29 //
' 1.419 acres
lcv 4 I 1 in 28 - I I N ' a, I , 3 66,
r 3 O N 24 N 1.932 acres , I ° /
o I rr / O / 2.370 acres I ! � 2.081 acres I I I (� I cv 7�/ \ \ \ N68°
3 a 1 I I L= 81.70` J L L_75.57' I i I o /I /' 30 1\ I !
Lo
1 I o I I R= 50.00' / ,. R -. I I / // 2 1 i
( ' I ' ( /`\ N45 °48'44 "E
N45 °05'05 "E io ' / N42'40'18 "E J I O / i /-ry �- - - - - - - - - - - - -!
L--- _ - - - - - J MATCHLINE
o -- -- -- I �rI 1 I N42°40'18 'E �- - - - --- - -- 33 �`� / ------ - -_ - -_
Z - - --� �I
F N4
1 2'40'18 "E - - - - J L- - -- - - -� r 4.126 acres 276.90,: - - -- i I / 309.20' SEE SHEET 1
211.04 L - -! - - - - -_ ___ - - - --
-- - = - - -- -- - -- ---- - - - - -- 7 280.48'
�_ L= 42.74'._........ J J
� I
351.38' I I L= 36.61' ( ( R= 50.00' -
I R= 50.00' O
3
34
34 I / I
N F I I . I I 1.599 acres „. I _ I cu
` 46 , N \ J I "� 27 I ° w I 1 4 L= 118.31' \ L- 118.31,' 6.767 acres L
�I� I _ 1 CD
(� 1664 acres 1.425 acres �N 'o �� \ `�' I , ,� . (o cn I I R =50.00 R- 50.00
25 ►� N I NI I I
N
.982 acres z I I I N I I I I ( L
1
(' ( ► I I ' I �_ � R= 40.00' �' I - - - N42'40'1 8"E - _ = _ - L N53° 32 ( 1
1 \ \ \ I I _ -
L_ -- - - -- N42'40'18 "E- - ---1 1 E
t
I L - - - - �- J 286.90 -
' 287.31' �
I I I `_"--- �'` _ - _ _ ( L
• 1 I, - -_ , \ � �\ / J ______ - r i I I 3�1.1Q; '_.. -_ -_ -_ I
S 45 0 05 0 5 W F 122.71 ' �1i oF. - 306.29 ( I I O- - _ -- _ - N 16 I < Q_' Q
162.56' I � \� j\ ��% / I J I I I AO I I PROP.. 6" r' ` _ _ _ E �L
_ _ _ I W \
S III ° I 0 WATER LINE . I I _ _ _ _ _ -
I PROP. 6" I I J -I o I I ' I 47g 04' w _ ) Z EL Z
'S N O
z ' - WATER LINE I i I I C I i 1 _' -� D O (D -, ;I -
(D
1
07) 32
'�R -O- 26 �I Lo
31 M �, I o I 35 `� i I I "
45 \� \� Q om- o 2.394 acres N N 2.182 acres N ( (� 2.356 acres O z I 2812 ( I 0)
1.923 acres \ �i \ �A �! ( �ol d I I . acres I °
I � F r`' Z I i- I I
o w
I X i I I 35 "'I 1
I
LINE TABLE
LINE
LENGTH
BEARING
L1
60.00'
S39'44'45 W
L2
197.27'
S39'44'45 "W
L3
142.97'
S39'44'45 'W
L4
77.10'
S53'41'04 'W
L5 1
35.48'
S53 41'04 "W
L6
162.22'
S45'32'47 "W
L7
217.39'
S661 3'04'W
L8
84.84'
S43'08'22 "W
L9
430.39'
S50'1 5' 1 YE
L10
471.11'
S36'1 8'56"E
L1 1
119.40'
S3700'31 "E
L12
196.43'
S46'50'48 "E
L13
103.29'
S29'43'1 7 "E
L14
168.50'
S44'29'49 "E
L15
75.93'
N50' 15'1 YW
L16
354.28'
N35 °05'59 "W
L17
277.35'
S89'29'02 "W
L18
114.88'
S46'10'5 YW
L19
643.13'
S46' 10'55 'W
L20
399.18'
S46' 10'55 'W
L21
603.27'
S43'49'05 "E
L22
433.66'
S43'49'05 "E
00 / /�� \�,�� \ � I I ONE 18`0 I ► , 1
O I I I 3.476 acres I
NPLATTED /�/ \ - �� I CULVERT
I ONE 24"0 L= 31.76' . I 1 N U ( co
_ _ _ L 39
O
CULVERT R= 30.00' I i I �,
...WNER. Margaret Havens ___ � _ _ _ ,, ,, ��
_.._ - - g ( / / ONE 18 0 <� S _ R =25.00 L =3927
R= 25.00' I i (, . I Co 60 AC. z�' / �/ CULVERT \�8, 85 - C. I L -39.27, ONE 30
R =25.00 I R= 25.00' CULVERT J L L =86.07
- - - - - -- �/ 50.00'
I / // \O\ Cl 54.88 254.35' 268.78' //
Save & Except Tract I �ti / , ter -> _ _ _ _ i
_ ... y 303.47' \
2413/75 I ` - _ _~ 3
ao �O / / r Dx \ /. ^ '`-- L18 L19 N4538'06 "E
L=
Co
/ at
RIPPLE WOOD COURT (70'ROW) ) - - - -- - -- ' - - ----
m _ - ^^ 208.78A M M 25 M M M M M / � 432.94'
/`/ + ' --- - - - --� r 0�0 - -� r_ - -- 250.00 - - -- - - -- 25Q - - - -M r M - 162-7-0.:,�� L =75.38 M )
L= 71.55' i PROP. 6 I r I I I R=50.00'
L= 4341'
( .
3.135 acres /// l (i I WATER LINE
R = 50.0 ` \
0 \\
-
-9 � � I ►Ii � \\�\
w I I A�F Fs I I I I i 37
I 4 I I I . W I W w I I o 'F y \
°
F in I 1 00 41 �n I I I i I _ �T�9 \�` \'! 3.426 acres 1
1 / / . o I cn I ° I I ° I 100 40
2602 acres ' ° I 00 o I I I Oo �oj F,�, y �F \
N / a , rn 2.064 acres I 39 T ti\
� 2 064 res � ( (° 38 O �*
CURVE TABLE
CURVE
LENGTH
RADIUS
CHORD
CHORD BEARING
Cl
243.27'
1000.00'
242.67'
S46'42'54 "W
C2
284.07'
2000.00'
283.83'
N49 °36'55 "E
C3
129.94'
1000.00'
129.85'
S49'1 6'08'W
C4
230.84'
1000.00'
230.33'
S59'36'1 7 "W
C5
103.66'
1000.00'
103.61'
N63'1 4'53'E
C6
299.13'
1000.00'
298.02'
N51'42'32 "E
C7
103.02'
600.00'
102.90'
N41 °55'40 'W
C8
154.73'
600.00'
154.30'
N37'06'33 'W
C9
105.80'
400.00'
105.49'
1 N42 °40'37 "W
C10
1 386.88'
1 400.00'
371.97'
S62 °48'28 'E
C11
1 302.31'
1 400.00'
295.16'
N67°49'59 "E
° , ,� ;� (' I 2.064 acres
'� ��
/` N I ( 42 I I I I r� n I I 2.432 acres FJ O
//� 2.315 acres I 1 I U' " I ± III \\ \ I u�
/ I i
0
I
0
202.00' 394.48' I I �Q,�..•.......•F+
I------ - - - - L---- -- - - -- --- - -_ -_J L_ . - -- 280.Od- - -
I I 250.00' I I 250.00' I�,I 250.00' I I 397:50' \\ o i ig
-
---
® ®/ --�) �� L - - - - -- - -� L - - - --- - - _� --------- --- - -- ``,x`48.40, _ _ S02 12 21 W -16.26 9 *ie
_ ) _
W - 21220 0 ' * M.F�CONLIN,JR. **
S 46° 10' 55" W 2072.38' ® 36 d. .. ... .. ..... ........ ........ .
22' S9 S 21 02 12" W - 4.99
-01 I S , 44481
A
� �STE.
�JGF UNPLATTED '
I�t� a o`.• .-
OWNER: Texas A & M University
100 AC.
937/503
9
•• • 10 0 FEET
I _
1
1
9
•• • 10 0 FEET