HomeMy WebLinkAboutPEBBLE CREEK SUBDIVISION PH9D, 9E, 9G, AND 9H PP (2007)1260r.ml.
1. ZONING: R-1 N= 348082.67 /T Lo
2. Proposed Land Use: PRELIMINARY PLAT E= 289907.82
to I Can)
R-1 Zone: 148 Lots (0.36 Ac. Avg. Lot Size) 7
3. Right-of-way acreage: 16.72 Ac.
4. The Parkland Dedication for 3630 dwelling units was made on Feb. 9, 1988 PEBBLE CREEK SUBDI, T�7SION 1�2",j 7 dR
U.)
in accordance with the Special Warranty Deed of Parkland to the City of
College Station recorded in Vol. 1029, Page 13. Pebble Creek Development Comoon
0
5. Driveway access (backing maneuvers) to be minimized by requiring a PHASES PD. 1,9E. 9F. 9G 9H (Nor PLATTED) Scale: 1"= 100'�, /-b 7 0
�r C
Zoned A-0
turn -around area on each lot front Prepared G
ing St. Andrews Drive.
6. A sidewalk shall be constructed along Olympic Court and through the McClure & Browne Engineering/Surveying, Inc. 76. 11 A cres 6 /117 '1Z Residue of Called 505. 19 Acre Tract One
Volume 1671, Pg. 276
1008 Woodcreek Dr., Suite 103
Common Area to connect with the future sidewalk s stem in Pebble
y
Creek Parkway. College Station, Texas 77845
\Z, -
7. According to the Flood Insurance Rate Mops for Brazos County, Texas (979) 693-3838 ROBERT STEVENSON SURVEY, A-54 /j , _,, 1
2 .19,04 and Incorporated Areas, Map Numbers 48041 CO205 D effective Feb. 9, 2000, COLLEGE STATION, BRAZOS COUNTY, TEXAS
a portion of this property is located in a 1 00-year flood hazard area.
Owner
5 N
8. ORIGIN OF BEARING SYSTEM: Monuments found and record bearings along the Pebble Creek Development Company
96 1 I 4D of
south and east line of PEBBLE CREEK, PHASE 9-B recorded in Volume 5878, 4500 Pebble Creek Parkway Off M Submitted Jcnucty 14, 2005
Page 128, along the south line of PEBBLE CREEK, PHASE 9-A recorded in College Station, Texas 77845 Revised Mcrch 5, 2007 20
0
1 (979) 690-0992
Volume 4651, Pg. 152, and PEBBLE CREEK, PHASE 8-C recorded in Volume 4113 4
r
DC;
7
Page 164 of the Official Records of Brazos County, Texas (O.R.B.C.) were used SC&L-.. 1 100,
the BASIS OF BEARINGS shown on this plat.
as 4
190- Q.
9. Existing ground contours are based on City of College Station Aerial
W
Mopping Program (1994). 21
5
10. Abbreviations: 17 tizt254
21 291, 28 N= 347
B.F.E. - Base Flood Elevation 11"�
), L ==N�f
/IV 22 44.40
P.U.E. - Public Utility Easement 289966.68
2 4
21 M C44
16 -_&/� =.2 1
P.D.E. - Public Drainage Easement
P.A.E. - Public Access Easement -'00. ca
a()
H.O.A. - Homeowner's Association j I
15 V,
Ls.E. - Landscape Easement \
I I- S'dw
01
enj s V, M
Association. 11. Common Areas and Landscape Easem t
shall be owned t maintained by Homeowner'
l / \ \\ / V E \7je-
165.9' -f--
VICINITY MAP 50" �N - = g5 ` I \` s? (� /
jj�.RO 14
28'
4
Pebble Creek, Phase 8C 88
83 40' P.O.E.
7
6PLA 77ED) 84 $ 13
BLOCK Z,.7 6 1
.Zoned R- f 250 E= 288774.80 \- \ -� 3 "'RF, I I M M
8$ WN/ N= 346993.82 8
2 1\ Vo/ 4113, Pg. 164 A
8 E= 2894�0.96� 9
24
P.U.L. -
4 10
Fx. 20' N 4576*58so
87 _N 4g5jW11 11 "N
pa 252-
b4- 2-7
-y X
220. 00' 254 - -
--1-37'
II '' ( i
MCP 252- -!5
0 \J/
Ex. P.I.I.E. 8 12
20 25
jp
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88
\N 46
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04 -WOW, -U'E' I ! I
91r. jl �4** Z , b) 20' P
5rn
5
89
15
90 Ex. 36' RCp P.U.E.
91 -f M 36* RCP 130.
V
M
4 1 , zxII
C
:"20 111 12 !2
13
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5#
all\
\ / �t 70 ,��' �/ \ `;\ \ ` / / ( ' \ 9
Jill
P.U.E.
A -IV V A.
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134'
5
%
0 128
26 t;
D 11 im
27
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b
Z. 1 V
92 2
5
10
f ei) I'll & I I- _0 �- �� -, I / __1 == - L -:�L - - 126'
7.
S/L IS k 41,
)n 0 X I V J-D -,3
6 s,dew'a to VC E�r./ k 1 1 1 -
141'
2 20,
X %
6V Q-
248 7 L0
0 75
0)
X 10
-7 A\k - IT I'll /I �, il(03 :1 lc;� co
k"111"
.98 6/
99
2 Floodplain Limits Per FEI
(Aerial Mapping (1994) shows the lots to
elevated above the floodplain. Owner
NO/1,11 \ INII� j P
/QQ\rypi
, ZZ,
1.30'
150'
142'
29
18 "En
_T1 8
_T II ML
30 .... .....
...... ....
A
C)l 10.
7 7V 12 1 rn 0.
150'
a. 130,
145'
"7 0, S Ex. 10' P.U.E. W
713
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3ram io
Ap ti to OR M
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8
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37
TL
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F TLT-E.
131'
0 D
146
Ct
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a
5' P.U.E.
r
36
XT 18 (D -to , 1 �3:
0 'to 010 �,*I
0) 4 7 4zv .0)
*+
5o,
_254- N= 347190.73
0652.34 JF
20' E= 29 3
N 58 -%Tg P.U.E
';8 1-21
L20
6
5 FH
H.O.A., LS.E.
)17 60' `0
V 51
- \`° I #!!!t !`! i ✓( n`
4 P.I.I.E.
r C14
\� . . . . . .. ...... 16 , I
vo
17
_FH 115 b) 13 12,-
/ I j,_, .. - _ _ _ VI I t
P) 14 FH 2!
%K !2
131,
L_ 1051, FH
122 En
42�
I I H.O.A., L-S.E.
10 •T_
7- 0. C P.U.E.
St. Andrews Ve
v�I.l;T`. /;,"ti' , //t/ y / /,/l .�`l h/h j /l� i�/\1� \\ / \\ \ \ \�e� \ ^•y ``c3 o / /a. w \- \ \\�_�\ �9/1'-\.3 ¢ .li/"`/ "" �l /�.i\\y p 73/8^Oo, l/.\Q -Co/ 'o'/ 8,\�3 / w\ \ 31 \l %� /pl P��/ / •l V\i . \'\\19 _�
ROW - \- 66-/ \ _ IIII(I Jv�tI 1�.iiI.`�4i.ttIIi
IV
(W/6' sidewal 67 X ks both side
lie j _-, - 55
2
-121'. -121' �54 Uj
I F' \ I
77` 150' 248
43 t3to
18 N I I
.9 42 C4 luo ei•/ 'k. 31: .1
ROW
0. 30 -6 -1 - 0 133' /1. TI-1
yl
128'
'ON,
133,
& T
1 16 2 126' 130'
28 246
'ZIP 56
0.
53
�k
1 24- 1 15
0 50,
8 Co 41 0 ar
ROW
131' U4
141- 2_9 44
-6
141' 2 FH
7 32 1 rz_,�
V, a. T
.11 10--
FH 138, r .�,-6
N= 6033.58 0
E= 289900.94
14 130'
3 FH
"-%' / -111, "U7- � , Y
11 1- P 57- � -4 - 15 20 -40 FH
7 150' I _-, / " i " - -5Z 4AI
-0
*C1
LINE BEARING DISTANCE
Ll S 07*58'02" W 61.70'
L2 S 82*01 '58" E 60.00'
13 N 88!53'26" E 101.27' 4j.
14 S 82*01'58* E 10.00' Shod
L5 S 82'01'58* E 90.00' Legend
L6 N 23'35'09" E 135.89' Bikeway Master Plan
L7 N 82*20'16' E 61.74' Bikeway Master Plan
-SD-SD-
L8 S 06*32#26* E 59.40' Storm Drain System
L9 S 45*57'23* E 119.19- s/L---- s/L- Sewer Line w/ size
lottedAs
VA
L10 S 73'50'09* E 60.39' W/L - - - w/L Water. Line w/ size
Phase Boundary
L11 N 06'52'34* E 137.00' Ai�
Property Line
L12 S 3YO4*14" E 137.00'
L13 Existing Contour Line (2' Interval)
-N 41r2l'07' E 55.78' :_A
0 Sewer Manhole
L14 N 2737'12* E 110.31' -0 Fire Hydrant
L15 N 03'06'43 W 55.78' cm Storm Drain Inlet ;� If.
L16
N 14!28'42" W 149.07' 13 Junction Box 7,
ion
L17 I-Oc0`0
V%VevGY Master
S 1T40'53" E 107.34' Future 5-. 571.
IV
L18 S 22*00'13" E 104.93' evjoy
ier -City
L19 N 22*00'13" W 22.69'
L20 N 50' 13'04" E 88.43'
L21 N 44 18'48 E 178.27'
allR W rA8/-
L22 N 41745'40" W 87.45' ................. ...... .
16 5[
N 8618'36" W 165.51 CURVE DELTA RADIUS LENGTH TANGENT CHORD. BRG. CHORD
L23 C1 39*56'49" 50.00' 34.86' 18.17' N 76*54'10" E 34.16' Lc; F*�
•
L24 N 1948'01" W 130.00 Creek Developmen�-C&_
•Pebble
L25 N 79`11'59" E 5.61- C2 3354'25" 275.00' 162.74' 83.83' S 26*38'52" E 160.38' 10.945 Ac. rrt.
L26 N 07*35'54* E 40.90 C3 4!20'00" - 625.00' 47.27' 1 23.65' N 19*50'12" W 47.26' (Vol 662,8, Pg. 60)