HomeMy WebLinkAboutPebble Creek Ph 11A & 12B PPffl / /
.o Pebble
•66 Creek
Pebble ¢ / J• v
Creek ^� c / / / /Q•^\ /
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b. o
The Crossing at
29 Lick Creek, Ph. 3
V/ C` /N/ T Y MAP
V.14906, P.262 N
s' /
/' G ✓ loclk Is
J l� Lot 12 1202` 6
0.370 Ac. c /
OC
�/ //// / •oo ° Lot 13 i 4,o, ao°'
Lot 11 267 Ac
J / 0076 Ac. ^ LOt 14 s.ss' $ LO
/ 0.226 Ac. o o, 0.2
13' 8' Lot 15 N lot 8 Ac.
a !, 0.240 Ac.
oo' 4 cQ3' 4
Qr0 o Lot 10
66.83' - 5
/ l J� 0.289 Ac.� mo 5'
10 j o Lot 4
0.281 Ac ,3
y� Lot 9 1300,/f , y� s 3,.sa I N
06 0.257 Ac. Lot 5 a 27'
.277 Ac, ec-e
0 Lot 4
/ So. 0.277 Ac. I
� o l� Lot 3 00
l v, 0.239 Ac ,3 R o•w N
/ / - s,,
Lot 8 '30.0,
, 0.274 Ac. Q �' 13
Lu / c; p QJ Lot 8
0.262 Ac. ^
Lot 2►' N 1g00 Lot 3
C) A_ oo. 13 24 Ac. �/ j.� � 0.247 Ac. I
0.290 Ac ID, Lot 7c ec Lot 7 N ai
1402• l w°Lot 1 0.267 Ac w M
0.239 Ac. s?e• ^" o Lot 2 I
00 / oo 0.281Ac.�' M
/ 0'
00
02 9� �y �\/\ \ Lot 8 . .,' ,�o
ry J<v Common Area or'6 \0.?� Ac. / \
/ T ab
14, 4 • +mil 0.330A Acres
Lo�t5 1
Lot 5
N 0.277 Ac.\ 4��� 2s.5 I
� i \ Common Am,, , 7
/ 8 Lot 5 6 _0.170 A_S
v -
\ \\ -240
/ ' �b
/ \-� 24E�-
The Crossing at
Lick Creek, Ph. 3
V 14906, P.262
\3
moss D(Ive
/ SPd 5oR � I ���
--- ab
Sim
o Cit of
/ 10' \ \ \ / �%y15 P V E• / 7 College Stat/on
� J 519.947 Acres
JZ i i \ \ \ \\ \ ' / , oo / j 8j - I 3 V, 488, P. 756
r0 / \ \ �`" 36•$5 ROW '' j
`240 -
04906�2
N \ / a5.ol0Ck
/ Lot 8
0,284 Ac. 4• //8`� \ l \ to
'0.
Lot 7 -
/ % 0,261 Ac.
Lot 6%
0 0.254 Ac. '12• � 8j - \ \ \ J -
/ 5' 85 / \ Future Phases of - -
� .o Lot 5 a � \
�' 0.284 Ac. \N\ Pebble Creek 11 _ \ \
.............
Lot 4 a5.d P V E• /
a269 Ac.Lot 3
10
d % 0,254 Ac.
Lot 2 go / lot
R•oW o % 0,254 Ac /
27' o Lot 1-
\ \
o E�c,eo �\ 0.284 Ac. �0' Pv �r• / � / � N � � \23(�
a5.d a Benda\\NU
84 17
Ac. 3S4 % ''12Pe / bbl/ J -/ �� ♦ �� p�\_ ' \
_ I
CP
10, P CR
N \ / �� / r
Future Phases of
Pebble Creek 11
a N
Approximate Location of
Special Flood Hazard Area / ( ` ` ♦ Approximate Location of
\ _126.a o \\ I \ ZONE AE per FEMA Maps \ \
� III I , Special Flood Hazard Area
� _ CP 1 J ZONE AE per FEMA Maps
( 1 Lot 14 1 \ \ i th Pr.D.E \ \ /�, /
1
/ J /� N Lot 13 0 0.484 Ac \
Lot 12 a338 Ac. � r - Lot 15114
�J O„368 Ac.
/ r0 97.01.
/j
/ / / Lot 11 0 3 04, 83 \ i
a5,d9 Ac 1� o o N m 26, Lot 6 ` \ �� / i .1 ,
- i ✓ ,� / , " G'Og7839, 0.348 Ac / M / %' y� •
/ j �p1 '•o 77.75' l0
a
/^fti o .l,&43' �3,�j/ / 00,
0.390 Ac -90 93• _ Lot 3 1 l � IL 11
Lot 8 �j Q� as Z,' Lot 9 0.378 Ac' Lot 2 °'' s 1 I •F� ` /�
/^ 0.340 Ac. o� S• y 1 v• 0.366 Ac LOt C �, °' I ��l
Lot 4 ' s. 31.40' I �,
/ Q Lot 8 1 �\
4 e. 10 1��U.E. �0 N � /- o ^ I 0.335 Ac.
/ / ! / , ,y�y 0.322 Ac. N
0.296 Ac / LOt 7
/ 1 �• o . • �J ISO. Ac. In FH 10'
/ [�, Lot 3 P. U. Lot 1 � • Common Area �'1
442' Q /� 41 v Bloc 'to Lot 8 ommon reo E 3 Ac. \ 0.745 Acres /� �/. �I Pebble Creek Land Co.� -
�// Lot 4 �0 a341 Ac. a / -�
0.300 Ac. o • a L �'0.374 Ac. g M9 5 Sidewalks $ 0.147 ores M8 o / , I A roximate Location of
I PP 209.53 Acres
� o LOt 7 �` / of ,5 M Q�� �y. O, / Special Flood Hazard Area V.11447, P.250
Lot 3 '44.4' '0 273 Ac.' / Qp.392 Ac. N`$ Cone Streets -`�Ir \M8 sp g`L J ZONE AE per FEMA Maps
0.283 Ac. l l /40 0, �e•/..'`^ ' \�---�� %/�� i /-
// '4s , / / \ /
W - L 82.17'_ 100.00' 112.94' 12.06'- LOt 1 /\ LEGEND
7 6 / Lot 3 0 Lot 4_ M - W �132 0.29 ,
� `Q 0 Lot 2 � �� �ry
0,280 Ac. Lot 8 'ate / M$ / f Approx. Location \
,4 �► �,0 0.313 Ac. �� 6��, o0 1 / of Floodway per PHASE 11A
Lot 2 Q. 3 0' 289 AC. M 42 �$ �`� QJ �, ��'/ Maps
0.268 A I/ , - ►� N M Lot 2 , 50 LOTS
/ �46 I I vi 4 / 130 M m 9p 22N Lot 4 Lot 3 p Lot 2 J �' '�° O 3 5 Ac.
.0 �;`� 0' o't %`� `'m 0.352 Ac. � �s • 14.41 Acres
Qv� 1 Lot 5 ,339�4c� 0.432 Ac. Lot 1 FH C°• °o• / (�
Lot 2 0 / M ��a 22 % / // � Common Areas 5-9 = 0.909 Acres
/ 0.310 Ac V ! 9°' �0 6.443 Ac /- 0.478 Ac �, ,
J Lot 9 Lot 1 �� -� Lot 8 % 14.8;' h Lot 3-�
/ 1 , Lot 1 J� 14,. a o / 37 Ac. 6.24 i 0 385 AC. o ♦ /
/ s 0.343 Ac , %/ � 100.87'- � 9.2 rl . % ♦ �/ ����
0.330 Ac. � �• 0 4i / f � Lot 7-� / oti _ e�
h / oN J• ' , . 0.341 Ac �ti 100.64•- - ��g �� . /,' JJ / PHASE 11 B
/, ,A / / AIZ� S' N 4p Q' t / LOt 8 , / / •2p
0 - l I1 10 P-0•E' •- �, 32� '/� / / A roximate Location of 3 3 LOTS
/ MZ� Lot 1 C mmon Area 4' 0.339�lc; 29 34' 44.89 / % 10 Future P.U.E. •8¢ Lot 4 /4' PP
0.320 Ac. o ^�, � / _ g1.54' �� 0.232 Ac Special Flood Hazard Area
Lot 10 0.134 Acres �,� �� Lot 9 st 91'� �L J� - / / / ' ✓ /boy ' / , / ZONE AE per FEMA Maps 12.59 Acres
c, 0.329 Ac. cP`�• $� 0.398 Ac 23.55 6 ,2 g
o� � � � �/ � �'� �' `rymman Area ,� / , Common Areas 1-4 = 1.114 Acres
6 0.088 Ac\r
Lot 10 \ Pebble Creek Land Co. r , 111I
0.462 A . /209.53 Acres \ -J R.O.W. - 7.878 Acres
/ ,yo V 11447, P.250 I I l
\Lot 11 l
) ' 0.4,3 �
Ac. / "1 •� �l \ l /l 111 r' -
Common Area Ceded to City 0.575 Acres
l l • `` � � �� - � L1 �� N Lot 12 l
c2 - l ' �' L/NE TABLE
AC. /h / •
. -got 13 �/ _ J \ , � NOT FOR RECORD
a I Lq Ac. �/ 1�55.., / / , \ l LINE BEARING DISTANCE
CIV
PreliminarX Plan
NERAL NOTES: SCALE: Hor: 1 = 100
GE
1. ZONING: Restricted Suburban 0 50' 100' 200'
2. Proposed Land Use. Single Family Residential (83 Lots)
3. According to the Flood Insurance Rate Maps for Brazos County, Texas
and Incorporated Areas, Map Numbers 48041 CO350E effective 05/16/2012,
portions of this property are located in a 100-year flood hazard area.
4. Existing ground contours are based on a aerial contours of the site.
5.
Abbreviations:
P.U.E. - Public Utility Easement
H.O.A. - Homeowner's Association
REVIEWED FOR COMPLIANCE
REVIEWED FOR COMPLIANCE
R.O.W. - Right of Way
CITY OF COLLEGE STATION
CITY OF COLLEGE STATION
6.
U.E. - Utility Easement
Common Areas, Private Drainage Easements within Common Areas and Landscape
PLANNING & DEVELOPMENT SERVICES
PLANNING & DEVELOPMENT SERVICES
Easements shall be owned & maintained by Homeowners Association
PLANNING DIVISION
ENGINEERING DIVISION
7.
Private drainage easements to be owned by property owner & maintained by Homeowners
Association as necessary.
8.
No construction, landscaping, grading or structures shall impede, constrict or block the
flow of water in any Private Drainage Easements.
9.
ORIGIN OF BEARING SYSTEM: Bearings are Texas State Plane, Central Zone NAD83 Datum,
Based on 1994 City of College Station GPS Control Monument No 256 and No 156
JESSE DIMEOLO, STAFF PLANNER
ELIZABETH PEDERSEN, GRADUATE ENGINEER I
10.
Location of Sidewalk ramps to be determined at final plat.
August 21, 2020
11.
Common Areas 1,6,7 to also be Pr.D.E
08/21/2020
12. All Water and Sewer lines to be at least 5.5' from edge of PUE or ROW
egen
_as- - - as - - Existing Sewer Line w/ size
8w- - -aw- - Existing Water Line w/ size
G- - -G- - Existing Gas Line
6W 6W 6W Proposed Water Line w/size
4S 4S 4S Proposed Sewer Line w/size
SD SD Proposed Storm Drain Line
Boundary Line
Existing Easement Line
Property Line
- - - - - - - - Proposed Easement Line
4=1 4=1 4=1 4=0 Proposed Phase Boundary
Floodplain Boundary
�8s Existing Contour Line
-0 Fire Hydrant
+ Street Light
CURIE TABLE
CURVE
DELTA
RADIUS
LENGTH
TANGENT
CHORD BRG.
CHORD DIST.
C1
5.40'47"
510.00'
50.56'
25.30'
S 22.31'44" E
50.54'
C2
28.52'39"
250.00'
1 126.00'
64.37'
S 5.15-01 " E
124.67'
PEBBLE CREEK
PHASES IIA-IIB
37.22 AC.
9 Blocks, 83 Lots
S. W. ROBERTSON SURVEY, A -202
COLLEGE STATION, BRAZOS COUNTY, TEXAS
Ju/v 13, 2020
SCALE 1 _ f00'
Owner: Surveyor: Texas Firm Registration No. 10103300
Pebble Creek Development Co. McClure & Browne Engineering/Surveying, Inc.
4500 Pebble Creek Pkwy. 1008 Woodcreek Dr., Suite 103
College Station, TX 77845 College Station, Texas 77845
979-690-0992 (979) 693-3838
10650015-nn 2020-07-13_dwo