HomeMy WebLinkAboutDrawingsFUTURE PEBBLE CREEK PARKWAY
I—
G6
v
Cu cp
0
M
CD
m
CD
CL,
\
CLJ
CD
J
J
Q
ry
W
O
I
J
Li
n
I
CD
Cy)
d'
Ln
Q
3
-3
/
C>
m
Ln
CL1
<Y
y
U1
Q)
A
d
J
/
L L! tiJ l ll Y L' U w U 1 6 1 I OFFICIAL DEED RECORDS U h' dRAZU S' CU ulV 1 °Y SUBDIVISION AREA 11
JOB NO.
FIELDBOOK NO.
SURVEY DATE
DRAWN BY
FILE NAME
:
CHECKED BY
PLAT #
R E V I S 10 N 8
I
, « _
C -35
0 100 200
R E V i S 1 0 N S
,
l
DATE
REMARKS
h �
No.
; �J
REMARKS
BY
15430
Z
t
09 -25 -02
SRJ
15430 - OVERALL
2/25/03
KRH
D -1534
1
2 -27 -03
�(o
sR'
C -4
3 '22'20
I—
G6
v
Cu cp
0
M
CD
m
CD
CL,
\
CLJ
CD
J
J
Q
ry
W
O
I
J
Li
n
I
CD
Cy)
d'
Ln
Q
3
-3
/
C>
m
Ln
CL1
<Y
y
U1
Q)
A
d
J
/
L L! tiJ l ll Y L' U w U 1 6 1 I OFFICIAL DEED RECORDS U h' dRAZU S' CU ulV 1 °Y SUBDIVISION AREA 11
60 RESIDENTIAL LOT S 21.73 ACRES
DE
PROP, BULLHEAD WATER i PROP, SINGLE WATE,, i STREET R.O.W.: APPROXIMATELY 4.55 ACRES
SERVICE (TYP,)
i SERVICE (TYP,) i \ 1 I TOTAL SUBDIVISION AREA: 26.28 ACRES
PROPOSED
1 \ I - f l S 40 "45'40" E 10' WIDE PUBLIC UTILITY EASEMENT , „ 1 I I
PROP, FIRE HYDRANT 87.45' VOLUME ____, PAGE _- S 4421 02 E 1 1 AVERAGE LOT AREA: 0.36 ACRES
Q", \
�„ \ ASSEMBLY (TYP,) PR P. \ 140.97 , 1 I t ; EXISTING ZONING: A -0
O - -S 40.06'10 E -t- - - - 377.46'- - - - - - 37 - - - / SPEW LK (TYP.) s s5'tz'S , E 1-- _ - - _ 1 I ; /l PROPOSED ZONING: R- f
152.79 87. 45'
S 35 24 39 f: -
ll
(. (- - - - - - -/- - - l 95.00'
1 P.U.E. - �. V "A� - - ' 34 2.71' -_ "��+'0•�. \ _ . / / / ; 1 - " _ (^ - - - - '
r I w w w w w w Oy� _ j/ // I 10 N fV 1 \ S 79 . „ / ' P,U.�. 06 NOTES•
11 59 W I 1 I�MI N 1` I ,
VGRESSIONAL CO UR
��, 11
f 7V_W '- __ c
1
/ \ 1
/ \
BLE -A 23
� ,pH X29
/ � 10 f ' 32
lb
ry
AV
22.59
s
00
/ EWER S ��, �E' �
J / (TYP,) \ �. -V 10' P.U.E. "
\., \' . \ 3 C
PRO f �ED
\ \ `` \ j� TE R ADWAY EASEMENT
r !✓ \ \ \ N `10'40'53 W \ v) VOLUTE /� PAGE -__
1 1 ti
s \ I 1 (`` 107.34 \/
\ N 22'00'13" W \ 4q (�,�� /
104.93' i
20' UTILITY, EASEMENT
ob `Io
C5 \ \ \
/ j.
- -- At /
JOB NO.
FIELDBOOK NO.
SURVEY DATE
DRAWN BY
FILE NAME
DRAFT DATE
CHECKED BY
PLAT #
R E V I S 10 N 8
I
, « _
C -35
0 100 200
R E V i S 1 0 N S
,
C v
�J
G�
DATE
REMARKS
h �
No.
; �J
REMARKS
BY
15430
Z
t
09 -25 -02
SRJ
15430 - OVERALL
2/25/03
KRH
D -1534
1
2 -27 -03
�(o
sR'
C -4
3 '22'20
300.00'
164.26'S
21'20'00" -
C -38
18 33'38"
5.00'
65.03'
N 5599'59" E- 64,81
C -5
3748!01'
200.W
60 RESIDENTIAL LOT S 21.73 ACRES
DE
PROP, BULLHEAD WATER i PROP, SINGLE WATE,, i STREET R.O.W.: APPROXIMATELY 4.55 ACRES
SERVICE (TYP,)
i SERVICE (TYP,) i \ 1 I TOTAL SUBDIVISION AREA: 26.28 ACRES
PROPOSED
1 \ I - f l S 40 "45'40" E 10' WIDE PUBLIC UTILITY EASEMENT , „ 1 I I
PROP, FIRE HYDRANT 87.45' VOLUME ____, PAGE _- S 4421 02 E 1 1 AVERAGE LOT AREA: 0.36 ACRES
Q", \
�„ \ ASSEMBLY (TYP,) PR P. \ 140.97 , 1 I t ; EXISTING ZONING: A -0
O - -S 40.06'10 E -t- - - - 377.46'- - - - - - 37 - - - / SPEW LK (TYP.) s s5'tz'S , E 1-- _ - - _ 1 I ; /l PROPOSED ZONING: R- f
152.79 87. 45'
S 35 24 39 f: -
ll
(. (- - - - - - -/- - - l 95.00'
1 P.U.E. - �. V "A� - - ' 34 2.71' -_ "��+'0•�. \ _ . / / / ; 1 - " _ (^ - - - - '
r I w w w w w w Oy� _ j/ // I 10 N fV 1 \ S 79 . „ / ' P,U.�. 06 NOTES•
11 59 W I 1 I�MI N 1` I ,
VGRESSIONAL CO UR
��, 11
f 7V_W '- __ c
1
/ \ 1
/ \
BLE -A 23
� ,pH X29
/ � 10 f ' 32
lb
ry
AV
22.59
s
00
/ EWER S ��, �E' �
J / (TYP,) \ �. -V 10' P.U.E. "
\., \' . \ 3 C
PRO f �ED
\ \ `` \ j� TE R ADWAY EASEMENT
r !✓ \ \ \ N `10'40'53 W \ v) VOLUTE /� PAGE -__
1 1 ti
s \ I 1 (`` 107.34 \/
\ N 22'00'13" W \ 4q (�,�� /
104.93' i
20' UTILITY, EASEMENT
ob `Io
C5 \ \ \
/ j.
- -- At /
CURVE TABLE
JOB NO.
FIELDBOOK NO.
SURVEY DATE
DRAWN BY
FILE NAME
DRAFT DATE
CHECKED BY
PLAT #
R E V I S 10 N 8
I
, « _
C -35
0 100 200
R E V i S 1 0 N S
,
NO.
DATE
REMARKS
BY
No.
BATE
REMARKS
BY
15430
911/20
09 -25 -02
SRJ
15430 - OVERALL
2/25/03
KRH
D -1534
1
2 -27 -03
AWW WATER * SEWER SERVICES
sR'
C -4
3 '22'20
300.00'
164.26'S
21'20'00" -
C -38
18 33'38"
5.00'
65.03'
N 5599'59" E- 64,81
C -5
3748!01'
200.W
130.20'
N 65 -127.9
C -39
4 4'35"
50.W
36,W
N 745' 7" -35.36
C -6
16' 1'23"
660.00.
185.56'
S 13 49'31" E-184.93
C - 40
4226'09"
50.00'
CURVE TABLE
CURVE
DELTA
RADIUS
LENGTH
CHORD
CURVE DELTA RADIUS LENGTH CHORD
C -1
FIELD NOTE DESCRIPTION ATTACHED HERETO AND
, « _
C -35
"
,
N 11 '3 9 '. 31 4 _
C-2
. ,
,
0 , _
348
C -36
�r
« _
88.43' 1
, 34.37 '
DATE: JANUARY 2003
C -4
3 '22'20
300.00'
164.26'S
21'20'00" -
C -38
18 33'38"
5.00'
65.03'
N 5599'59" E- 64,81
C -5
3748!01'
200.W
130.20'
N 65 -127.9
C -39
4 4'35"
50.W
36,W
N 745' 7" -35.36
C -6
16' 1'23"
660.00.
185.56'
S 13 49'31" E-184.93
C - 40
4226'09"
50.00'
37-03'
N 67 " E
C -7
1T01'S "
50000'
148.62'
S 38 *55'5 0" W-148.08
C -41
8'03'34"
50.00'
68
N 06'59'49" .97
C -8
67'04'59"
200,W
34.16'
S 08'33'40" =22
C -42
79 5'01"
50,W
69.45'
N 71'49'20 W -64.00
C -9
W31'20
500'
39-50'
_ ! _ P'09'30" W-35
C -43
644'26"
50.00'
.75'
S 37 W-52,06
C -10
41'26'21"
50.00'
36,16
S 7108'20" W -35.38
C -44
41'24'35"
50.00'
36
S 6 0'52" W -35.36
C -11
48' 7"
50.00'
'
J S 6836'16" W-30.48
C -45
37'18'01"
7 .00'
113.93'
S 65'42' 0" W- 111.93
C -12
75'54'34"
sow
66 '
07 W -61,50
C -46
90'00'00"
25.00'
39.27'
N 50 W -35,3
C - 13
50'57'13"
50.01Y
44.47'
S 56'02'0 F -43.01
C -47
2'03'28*
325.00'
11.67'
N 06'40'34" -11.67
C -14
4124'35"
50.00'
36 4'
S 0 7" -35,36
C -48
106' "
325.00'
119.69'
N 8'15' 0" W -119.0
C -15
67' 6"
175.01Y
204.92'
S 06'33'27" E-1193.41
C -49
81'47'12"
25,W
35.69'
N 12W'14" E - 32.73
C -16
22'41'N*
226.01Y
89,12'
N 1' 0' 2" -88
C -50
4 '24'35"
suot
4'
N 73'41'08" E -35.36
C -17
2232'06*
5.00'
88.49'
N 0 45'3 " E -87.2
C-51
48'13'10"
50.00'
42.08'
N 70. 8'50" E=40M
C -18
22'32'21"
225.00'
51'
N 13'46'42" -87.94
C -52
8 '45'34"
50,00
72.22'
N 04'47'27" E -66.10
C -20
9031' 0"
5.00'
39-W
N 05'09'30" -35,5
C -54
'13'10"
50.00
'
S 35'40'51" W-40,85
C-21
89' 8' "
25.00
39.04'
S 84'50'3W -3519
C -55
4174'35"
50.w
36.
IS 3 '16'33" W -35.36
C -22
4'37'42"
5.00'
.37'
S 37'4 ' 3" -38.3
C -56
81'47'12*
25.00'
35.
'07'33" W-32.73
C -23
1407'38"
475.00'
11712'
S 28'22'43" E- 116.82
C -57
14'58'34"
325.00'
.95'
N 5243'14" W -84.71
C -24
1406'42"
475.00'
116.99'
S 10533" E -116.
C -58
85
25,W
37.2 '
N 17'31'55" W
C -25
14'05'16"
475.
1 6.79'
S 00 9'35" E -116, So
C -59
9
525.W
82.63'
N 0 E-82.54
C -26 1
14'03'25"
475.O0'
116.54'
S 13'54'45" W- 116.24
C -60
9'22'13"
525.00'
85.86'
N 11'26'30" E -85.76
C -27
C -28
C -29
C -30
C-31
14'01'1 ,"
1308'43"
11'50'15"
84
16'
475.00'
475.00'
25.00'
25.00'
275.01Y
116.24!
1108.0W
108.47'
36.75'
_ 79,71'
S 27'5 06" W-115,95
S 41'30'04" W-108.74
N 41'29'44" E -10.7
N 77 E -33.53
S 51'54'1 -7 43
C-61
C -62
C -63
C -64
C -65
11 9
84
850 '11"
12V3!55"
11048'32*
525.00'
25,00'
.00'
525.00'
525 '
109.8W
36.84'
37.
1 10.W
9.04'
N 00 '44" -109.6
N 36'59'0 " E -33.60
58'13'56" W-33
N '41'4 " W-110.3
N 33 8'01" W-98,89
C -32
C -33
C -34 I
2'54'1
T3T
5'50'00" I
5.00'
675.
675,01Y 1
23'
9. 4'
68.72 1
S 706'00" E -34.2
S 1 ' 1'41" E -89.68
S I 5'13" E-68.69 I
C -68
C -67
C -68 1
1'31'57"
10'28 21"
04 49
525.00'
630.00
275.00' 1
i .04'
115.15'
19.42
N 39'18'18 W - 14.04
N 55'44'34" W_,, 4.89
S 07'4014' E -19.42
BUILDING SETBACK FROM INTERIOR SIDE LOT LINES SHALL BE 7.5 FEET.
BUILDING SETBACKS AS SHOWN HEREON ARE THOSE OF PEBBLE CREEK DEVELOPMENT
COMPANY AND THEIR DEED RESTRICTIONS AND ARE NOT ENFORCED BY THE
CITY OF COLLEGE STATION.
REFER TO THE CITY OF COLLEGE STATION ZONING ORDINANCE FOR SETBACKS
ENFORCED BY THE CITY OF COLLEGE STATION,
PRELIMINARY PLAT
PEBBLE CREEK, PHASE 9--B
S. W. ROBERTSON SURVEY, ABSTRACT NO. 404,
COLLEGE STATION, BRAZOS COUNTY, TEXAS
100 0 50 100 200
(IN FEET)
I
APPROXIMATELY 16 ACRES OF SUBDIVISION
3 `
COVERED WITH VEGETATION
;3 1
Al (
FIELD NOTE DESCRIPTION ATTACHED HERETO AND
TITLED PEBBLE CREEK, PHASE 9 -B -- 26.28 ACRES
1
5'06'4
S 50'13'04" W
;
�r
88.43' 1
, 34.37 '
DATE: JANUARY 2003
01t�,NER - DEVELOPER :_,P_ BI3 __C. EEL�C__DEVELO.�_4iENT CO. - =- -- --
12,60'
`, I
COLLEGE STATION, TEXAS
56'50" E
I
51.81
N � \
ENGINEER - SURVEYOR: THE WALLACE GROUP, INC.
I
WA CO, TEXAS
, �5
I \
`"
FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE(S)
I
\ \
��: ___ OF THE FLOOD INSURANCE RATE MAP COMMUNITY PANEL NO.
!n
WHICH BEARS AN EFFECTIVE DATE OF FE�R RY 9, 2000
AND IS IN A SPECIAL FLOOD HAZARD AREA. NO FIELD SURVEYING WAS
I'
I
PERFORMED TO DETERMINE THIS ZONE AND AN ELEVATION CERTIFICATE MAY BE
J
NEEDED TO VERIFY THIS DETERMINATION OR APPLY FOR A VARIANCE FROM
J
THE FEDERAL EMERGENCY MANAGEMENT AGENCY,
D 4'20'02"
I i
m 6
L 4
/ % I
ZONE X: AREAS OF 500 -YEAR FLOOD, AREAS OF 100 -YEAR FLOOD WITH AVERAGE DEPTHS OF
LESS THAN FOOT
-
.47,26-
1 OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED
S 19.5012« E
/
BY LEVEES FROM 100 -YEAR FLOOD,
^°
S 22'00'13" E /
i
BUILDING SETBACK FROM INTERIOR SIDE LOT LINES SHALL BE 7.5 FEET.
BUILDING SETBACKS AS SHOWN HEREON ARE THOSE OF PEBBLE CREEK DEVELOPMENT
COMPANY AND THEIR DEED RESTRICTIONS AND ARE NOT ENFORCED BY THE
CITY OF COLLEGE STATION.
REFER TO THE CITY OF COLLEGE STATION ZONING ORDINANCE FOR SETBACKS
ENFORCED BY THE CITY OF COLLEGE STATION,
PRELIMINARY PLAT
PEBBLE CREEK, PHASE 9--B
S. W. ROBERTSON SURVEY, ABSTRACT NO. 404,
COLLEGE STATION, BRAZOS COUNTY, TEXAS
100 0 50 100 200
(IN FEET)
I
G
IA
c
r
.... .... .. o 0 -3
II
m
5
CD
Z5
L
Y)
/
0
P
V1
/
N
(1-,
LEGEND
P.U.E. = PUBLIC UTILITY EASEMENT
P.D.& U.E. = PUBLIC DRAINAGE AND UTILITY EASEMENT
L =36.aT = ARC DISTANCE ALONG CURVE
i
• = 1/2" DIAMETER REBAR WITH PLASTIC CAP
STAMPED "WALLACE GROUP" PLACED
■ = 1/2" DIAMETER REBAR FOUND
(NOT PLATTED)
PEBBLE CREEK DEVELOPMENT COMPANY
RESIDUE OF CALLED 505.19 `- - --
DESCRIBED AS TRACT 1
VOLUME 1671, PAGE 276
OF BRAZOS C0 UN Y
VICINITY MAP
GREEN PRAIRIE ROAD /
i
PARK
C;
)
3 a'J
a
Tsp\
` ?� ?\
s�
So � oe � Rrs SITE
0
R
ySG1PP Z )- .I\
? �o ?\
z
OFFICIAL DEED RECORDS PROPOSED
S 40.45,40» E 10' WIDE PUBLIC UTILITY EASEMENT
87.45 VOLUME ____, PAGE S 4421 02 E
140.07'
S 65'12'59" E - \ \- - - - --S 35'24'39"
- - - - - -- 377.46-- - - - -'S '34" E
152.79' �-- -
- - -
_7 - - - s.s 34 •44 - •,• -4.4 - _ '342.71' -- �S �. _- E^ 389.79' - - -- - --rr
w to' P.U.E. w °'rte w 45 -- j�
w cV
;n n n O n LO j ° o � �2J3 S 79.11'59» W f2 o 10' P.U.E. O
' M 2 1V M :V VF 5.61 CO - ' M O ' N 9 O] .3 `� O�
1 Ln ^ 1 1 0 � � � M P.U.E. 2
�' � � 10' P.U.E. z 10' P.U.E. 26 I Mf n M
z ,U.E. z z ' \ 5�
_ 25' BUILDING LINE z 10' P L =1 4 z z 4 ^ 10 Soa \ S 10 !v� i 25 G �1 NE f I 3 3 roo
0 70' - - 95.00 95.00 9�i.00 0.31r 6 - 9 04_ 25 BUlC01 y q° ,� 130'00' �, �°'�� !� Iin I O L1 NE 3 3
i; fi5 \ N 1NE / Q! ^ „M' �' \ N 2 5'41 , m� �/ �y� 1 � \\ y... n
RESSIO ®� ry CONG DRIVE (50 R. 0. .) s �q �' / \ �� 21 W �, /G ��
o E 291.74 S 40 E 3'
sq\ \ 115 F� �o J3 0 0 \ o B2 N m o v zN N 213
S 40
o '06'10" ' '06'10" 280.70' C�1 L, < / O Gj 449'45" E
N La2 8 p 6 �Ol 500 oo S 136.42' I N' 48 21 , W ry N
A 736.96
104,78' _!\ p ICS 81.94_ 90.00 _ 5 20 _ - ^ d ��� o I C 1n i� w I n \ S 45'06' 0" E S 50'13 ¢" IN
(- - - - - - � i�'Q h L =38.37 C;23 '��� co 20 / � II�U l�l �r �y� ,.
15' BUILDING LINE I �9s /y 1 -- C � 1 17,� 2 �cs�� 2 p -,, ,1 .r g0� rn 134. ' 88.4
w O ii 25' B DING LINE 12 n ` < - - N d o
mI 10' P.U.E. z IQs 3 b 3 3 �-"� \ \ L1� -L 10' P.U.E. / \ �6� !\ N �0�� iN ri' jj ^� .11 ry c� 1Y, i o v o N rn 10' P.U.E. <.\ l� !\ �(� ^� cry . f y O v /� ® I \ N n /�
l I ••-7 I �I � z o zo o in � � N t&, o � X 7769\ \ �� ry / u � 20' P.U.E. � r ` � �L 2 7
I 3 � !\`\ 3`1'
/ I _) I rn C� M d 11 IN M 0 o M M R ' y \ 9 \ G, BS = �/ N 37'01'10" W V O �f 20' P.U.E. �, Q w U M ro I
I I ( I m I I N
to "' "" h \ \ v ` 179,88' C. 0.'• ` S 37 '01'10" E N 42'18'41 W C4
in ^ I I Z� I "�I 163 24' 172 75' l o ���nnnllly 12.60' 1
CURVE TABLE
CURVE
DELTA
RADIUS
LENGTH
CHORD
CURVE DELTA RADIUS LENGTH CHORD
C -1
29'39'22"
500,00'
258,80'
S 25'14'33" E- 255.92
C -35
12'01'23"
625.00'
131.15' 1
N 1139'31" W- 130,91
C -2
4049'46"
500.00'
356,30'
S 10'00'01" W- 348.81
C -36
90'00'00"
25.00'
39.27'
N 39`21'10" E-35,36
C -3
2311 '21"
300.00'
121,42'
S 48 E- 120.59
C -37
20'44'22"
225.00'
81,44'
N 73'58'59" E -81.00
C -4
31'22'20"
300.00'
164.26'
S 21'20 E- 162.22
C -38
16'33'38"
225.00'
65.03'
N 55'19'59" E -64.81
C -5
37'18'01"
200.00'
130.20'
1 N 6542'10" E- 127,91
C -39
41'24'35"
50,00'
35.1
N 7' 7" E- 35,35
C-6
16'21'23"
650,00'
185.56'
S 13'49'31" E- 184.93
C -40
4226'09"
50,00'
37,03'
N 67'14'40" E -36,19
C -7
I P01'52"
500,00'
148,62'
S 38'55'50" W- 148.08
C -41
78'03'34"
50.00'
68.12'
N 06'59'49" E -62.97
C -8
67'04'59"
200,00'
234.16'
S 06'33'40" E- 221.02
C -42
7915'01"
50,00'
69.45'
N 71 48'29" W -64,00
C -9
90'31'20"
25.00'
39,50'
S 05'09'30" W -35.52
C -43
6244'26"
50,00'
54,75'
S 37'00'48" W -52.06
C -10
4126'21"
50.00'
36.16'
S 71'08'20" W -35.38
C -44
41'24'35"
50.00'
36.14'
S 2670'52" W -35.36
C -11
46
50.00'
40.59'
S 68'36'16" W -39.48
C -45
37'18'01"
175.00'
113.93'
S 6542'10" W- 111.93
C -12
7554'34"
50,00'
66,24'
S 077.3'46* -61.50
C -46
90'00'00"
25,00'
39.27'
N 50'38'50" W -35.36
C -13
50'57'13"
50,00'
44,47'
S 56'02'08" E -43.01
C -47
2'03'28"
325.00'
11.67'
N 06'40'34" W -11.67
C -14
41'2435"
50,00'
36.14'
S 60'4827' E -35.36
C -48
21'06'04"
325.00'
119,69'
N 18'15'20" W- 119.02
C -15
67'05'26"
175.00'
204,92'
S 06'33'27" E- 193.41
C -49
81'47'12"
25.00'
35.69'
N 12'05'14" E -32.73
C -16
22'41'41"
225.00'
89.12'
N 31'20'22" E -88,54
C -50
41'24'35"
50,00'
36.14'
N 73'41'08" E -35.36
C -17
2232'05"
225.00'
88.49'
N 08'45'31" E -8792
C -51
48'13'10"
50.00'
42.08'
N 70'16'50" E -40.85
C -18
22 32'21"
225.00'
88.51'
N 13'46'42" W -87.94
C -52
82'45'34"
50.00'
72,22'
N 7' 7" -
C -19
15'03'18"
225.00'
59.12'
N 32'34'31" W -58.95
C -53
83'37'14"
50.00'
72.97'
N 78'23'57" W -66.67
C -20
90'31'20"
25.00'
39.50'
N 05'09'30" E -35.52
C -54
48'13'10"
50.00'
42.08'
S 35'40'51" W -40.85
C -21
89'28'40"
25.00'
39.04'
S 84'50'30" E -35.19
C -55
41'24'35"
50.00'
36.14'
S 32'16'33" W -35.36
C -22
4'37'42"
475.00'
38,37'
S 37'45'23" E -38.36
C -56
81'47'12"
25.00'
35.69'
N 86 W -32,73
C -23
14'07'38"
475.00'
117.12'
S 28'22'43" E- 116.82
C -57
14'58'34"
325.00'
84.95'
N 52 W -84.71
C -24
14'06'42"
475.00'
116.99
S 14"15'33" E- 116.69
C -58
85'21'11"
25.00'
37,24'
N 17'31'55" W-33.89
C -25
14'05'16"
475.00'
116.79'
-11
C -59
9
525.00'
82.63'
N 20'38'08" E -82.54
C -26
14'03'25"
475.00'
116.54'
S 13 W- 116.24
C -60
9'22'13"
525.00'
85.86'
N 11'26'30" E -85,76
C -27
14•
475.00'
116.24'
S 27'57'06" W- 115.95
C -61
11'59
525.00'
109.85'
N 00'45'44" E- 109.65
C -28
13'0843"
475.00'
108.98'
S 41'30'04" W- 108.74
C -62
84'25'54"
25.00'
36.84'
N 36'59'02" E -33.60
C -29
11'50'15"
525.00'
108.47'
N 41'29'44" E- 108.27
C -63
85'08'11"
25.00'
37.15'
N 58'13'56" W -33.82
C -30
8412
25.00'
36.75'
N 77'41'03" E -33.53
C -64
12'03'55"
525.00'
'
N 21* 41'48" -1
C -31
16'36'27"
275.00'
79.71'
S 51'54'17" E -79.43
C -65
10'48'32"
525.00'
99.04'
N 33'08'01' W -98.89
C -32
2'5419"
675.00'
1 34.23'
S 07'06'00" E -34 22
C -66
1'31'57"
525.00'
14.04'
N 39'18'16" W-14,04
C -33
7'37'04"
675.00'
89.74'
1 S 12'21'41" E-89,68
C-67
10'28'21"
630.00'
115.15'
N 55'44'34" W- 114.99
C -34
5'50'00"
675.00'
I 68.72'
1 S 19'05'13" E -68.69
C -88
04'02'49"
275.00'
19.42'
S 0740'14" E -19.42
SUBDIVISION AREA
60 RESIDENTIAL LOTS: 21.73 ACRES
STREET R.O. W.: APPROXIMATELY 4.55 ACRES
TOTAL SUBDIVISION AREA: 26.28 ACRES
AVERAGE LOT AREA: 0.36 ACRES
EXISTING ZONING: A-0
PROPOSED ZONING: R -1
NOTES:
APPROXIMATELY 16 ACRES OF SUBDIVISION
COVERED WITH VEGETATION
FIELD NOTE DESCRIPTION ATTACHED HERETO AND
TITLED PEBBLE CREEK, PHASE 9 -B - 26.28 ACRES
DATE: JANUARY 2003
OWNER DEVELOPER: PEBBLE CREEK DEVELOPMENT CO.
COLLEGE STATION, TEXAS
ENGINEER - SURVEYOR: THE WALLACE GROUP, INC.
WACO, TEXAS
N 40'06'10" W N I A_ ® e ® �� 7 < Q� I„ LU n" r` N E
v S 40'06'10" E !� ® !® F S 2'56'50'
ff I LL �o O
1 130.00' � r _ _ _ - S 27.4 j \ ! o L ° s\ cn O /o 'm <t 151.78' f
136.96' I TT 106.73 90,00 88,09 - � g' \\ O d 70' P.U.E. .t z N
I V I - -'_ - - 84 'rte E P \ 9\ !\� C�� C� cP .y5 \ cP �...
i r° °I � �° w „ D2 _97,$17 _ 69.0, , ` 62 �ry � \ �S � �p��s � �k � �� �� 2 � 2 8 � r �) If
�j o° 1 �o r ' 8.� , ^ �\ \ , o� 3 I w r� / 30 0
1 8 Irnrnl 5 i 0 � �IIO w w \8p \ 6 \ `�iS. �� \ �0 o I 10' P.U.E. �, I ° ' f j � , j J I LO 35
W I I � z \ ` F s 1 0 s. m 2 �y r� _^ 7 11
I 3 O 0 a O <�� G �� 84.95 m �\ S 7 O rl o
O rt N 40 W I 2 in 1 3 n v'� �d ` ? 0 � G C�tP < _ g S o
s 1 N N N E O' � �J' i! 6' t� �i I N �. �� 1 0' 111 N f
\ i C n 17 r p ✓ o $
S 40'06' 10" E r l o m o M o M 1 4 d A "� O, s rn Z \ 8 2' 7 Y 26
SSO� 130.00' W v ° S \ F a \ r ` E , z 6g Q iM = 14 23'1
rn � ,n N � 2 y \ LAN � r� � 2" f
UI I o z 15 �� <� y ���Di = r E
z 136.96' t N I 10' U.E. .U.E. co \S <i \NG 3
` ( 0 o I �� ^ o �� 5 F , �8 VE L.,2 O C,A4 <. 1 2
y Iz ®to 1 o N �?9SO-- _ T C, =.12 1 J,� 3, � 11 g1 16 p,\s' �O �p�= j
of rn O 92.77 - 97.80 32. C, L 0 v. " {,� Y 7� J
z 19 I t� 4 �� �, 20' P.U.E. �,� 52 E Ljj 1�k cam 71 r - <o,
y ]� j�j �t p j �j p , \ 68 ^ �''OO� g9 �- L_79. �\� 3 (� /
Y� ®1�1 ON WEALTH YY L�1$ �� ®d J 1 b \ oI
r o 11 1 V S 40'06'10" E 273.50' c s� � 9\ 62 ?� . » � � V N 40'0 5 10" �` 8\ `�S� 1 6 \ rn 0, 6 1 33 P gwo1 D = 33 .0 25 S 40'06'10" E I I Z 5 CROOKED STICK G \ � 5k/ a 25 R = 275.00 \ se p � 2 7 0 os
¢ ! ! Oi �n i L = 162, 74 7� 38 1 Q - 1v
38 90.00 90_00 h A ? S
136.96 I > !�• �'� _ _1101 _ s0� s ° ti E 4 Y� � I CHD = 160.38 ? \s o jy o D = V20'02"
10 P.U.E. 10 P.U.E. PUE
\ \ n 3G a\ ' h� ' ' '0 1 5 » \ F ^� 10 P.U.E. 2 F y R = 625.00
10' P.U.E. I I\�'�\ C 4 1 ,47� 3 25 BUILDING LINE �, y F �0 ° g ° w �� r y �r. 3 N 26'38 52 W �ry !� ary N
�� / L= 10' P.U.E. �p� • /� g �gS �a i W I Z , O6 ri L = 47.2
�I� O F NI Z o � s 00 0 oo �s2\ J S yAi o I ; � �4 8421 1o
E ."� \ 2 r D - 7.26
Ifs' 2 IM-I 1 J Z - - 1 - o o o \ \ �z N X31 1' , rn i �, 130.62 3 0 � 93 � 6 �� 3 S 19
0 = 10.2' 1" � / 0 1 ; d. 12 0 �, 1 0^ 10 �M 9 _ 1 N N � /
f I^ I M u, u> 'V 2T 2 L =89,12 1 -, ., 1w _ < 01 v'm / L 0 10' P.U.E� �C '�� `J 22'00
v O 5• u J wt \ \ o O'
= 630.0 n <n 10' P.U.E. oD P i \
L 115.15' _ _ I I 25 t0 P.U.E. S
_ -
VOLUME 4421, PAGE 24, 1 i 3 (A\
\ `i \
"Ur = 114,99 _ 334 5' L �30.3a'- 107.3 - 90.00 - - �0�'- i - 0' P. . N \ �o •
34" E � -- - - - - - - - S� �' 1'3 :_' � 20.00' S.00 zs.D � � � 4421, � a h
N 55'44' piy� ��,
- N 40'06'10" W r - - 463. 5' - -� s i = 1544 45 _ - t s. - N 57'0431" W tiyo. o ciy 2 � ssss s 22 3 �S �bo',3„
= 61.83 0 136.37 �
A� \ �, F� <c�s
63 4 22 W HD = 61.64 N 49 53 50 E - D = 3 87 33 \ ry o \ o p 3
FIE N TE N 32 W o L 0 �`' 10' P.U.E. » » I » » N 142842" W \ \ w; s9�g\ c\
115,14 N 10`03 26 W 20.00 R = 475.. N 4313 05 W 3
0 0 PO NT F l N VOLUME 4421; PAGE 24 (0 51.87 1 6.: 4 34 48 00 E 50.00 \ Cam O
M I = 5.19
BE INNING ``� I 1 47'19'37" W 42'3532" W D = 5.1
132.84' 129.67
_ �
10' P.U.E. OJ PROPOSED
r SAT SYCAMORE HIL \ +� 0.230 ACRE
CD
SYCAMO E HILLS DRIVE (5O R. O. /Y • \ . ` TE VOL RARY ROADWAY PA GE / \ L �o \ \ coo 7.
r� P 9 1 N 22'00'13"
� ,
C� s �[' 8 A G \ � p � S I I \ " - J I 104.93
/ 29 , // `� i _ a C 651
- - -- - -- -- -- VU JU)
99 P EL AT NOT FOR, RECORD 99
NOT PLATTE ENT COMPANY
EEK DEVELO M 19 ACRES
PEBBLE CR OF CAL TRACT 1
,ESID�ESCRIBED AS PC AZO6 COUNTY
LIME 1671 ®F BR
DEE� LREC ®RDS
OFFICI
FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE(S)
"X" OF THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO.
�$Q 41CO205 D __ WHICH BEARS AN EFFECTIVE DATE OF FEBRUARY 9, 2000
AND IS IN A SPECIAL FLOOD HAZARD AREA. NO FIELD SURVEYING WAS
C) PERFORMED TO DETERMINE THIS ZONE AND AN ELEVATION CERTIFICATE MAY BE
NEEDED TO VERIFY THIS DETERMINATION OR APPLY FOR A VARIANCE FROM
THE FEDERAL EMERGENCY MANAGEMENT AGENCY.
0 100 200
JOB NO,
FIELDBOOK NO,
SURVEY DATE
DRAWN BY
FILE NAME
DRAFT DATE
CHECKED BY
PLAT #
REV I S 1 0 N S
CITY OF COLLEGE STATION.
REV 1 S 1 0 N S
REFER TO THE CITY OF COLLEGE STATION ZONING ORDINANCE FOR SETBACKS
NO.
DATE
F04AWS
BY
NO.
DATE
REMARKS
BY
15430
911/20
09 -25 -02
SRJ
15430PLM.dwg
10 -08 -02
KRH
D -1534
1
02 -19 -03
ADDED BUILDING SETBACK LINE NOTE
SRJ
DATE: JANUARY, 2003
OWNER - DEVELOPER: PEBBLE CREEK DEVELOPMENT CO.
COLLEGE STATION, TEXAS
ENGINEER - SURVEYOR: THE WALLACE GROUP, INC.
W4 CO TEXAS
ZONE X: AREAS OF 500 -YEAR FLOOD; AREAS OF 100 -YEAR FLOOD WITH AVERAGE DEPTHS OF
LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED
BY LEVEES FROM 100 -YEAR FLOOD.
BUILDING SETBACK FROM INTERIOR SIDE LOT LINES SHALL BE 7.5 FEET.
BUILDING SETBACKS AS SHOWN HEREON ARE THOSE OF PEBBLE CREEK DEVELOPMENT
COMPANY AND THEIR DEED RESTRICTIONS AND ARE NOT ENFORCED BY THE
CITY OF COLLEGE STATION.
REFER TO THE CITY OF COLLEGE STATION ZONING ORDINANCE FOR SETBACKS
ENFORCED BY THE CITY OF COLLEGE STATION.
PRELIMINARY PLAT
PEBBLE CREEK, PHASE 9 -B
S.W. ROBERTSON SURVEY, ABSTRACT NO. 404,
� -
COLLEGE STATION, BRAZOS COUNTY, TEXAS
-
DATE: JANUARY, 2003
OWNER - DEVELOPER: PEBBLE CREEK DEVELOPMENT CO.
COLLEGE STATION, TEXAS
ENGINEER - SURVEYOR: THE WALLACE GROUP, INC.
W4 CO TEXAS
/\ \% 82
The Wallace Group, Inc.
25 Central Park Drive Suite 100 Waco Te xas j/ jj Engineers m Architects m Planners - •
Waco * Killeen * Austin * Dallas * Round Ro k -