HomeMy WebLinkAboutWilliams Creek Reserve PP\} _
/ 1 CAMPBELI COURT I / WILWHS CREEK SUBDMSpH PHA3ET
/ro R.D=.(ISBy.I3o. O.P.R.B.c.T.) / w, nunm
1D0®D ,,J� > /�/l/
SCALE IN FEET mWAX3 a weE7 e0deK°e
NPR �RIaX!
/ / LOT K LOT I6 L mcN B ///%L //�• II
4 L LGT 18 COOS/
G IB BLOCK B BLGC1(B ��
BLCCN B BE B / I I J�; I )III 1 /
I/jI I//II `GET�� J / 1/21NCH IR FOUND DR,/A\
N07C` 42.71'`7T L1//\I )\IIII nI' VINQ 9I� 1
PRINT OF aETX�` SOUTHEAST OF TO9 Bfi— 6� \
�
VA / \� I - �.{ R�
76P°�rl �/ i IV /�� / ZI796. oAA
1 /z41
'I CCH IRON3'R P�UHO (CO'M) eF1AS Ex ///i✓ / G / -� VA "M1 �� / I •�� ��[h `AA ,tl� I II II I
_ �I / �� c I�M1 llll
1 077400 E 31.72 /— — — — — ` —% J L —I5. )T 24' ' - 2 =/ �a / I / \\1\ j \j\ \ a/ �' IIII I / J
WIWAMSCPYEKBBD� F h RUE / / / 1 u RiM1
COLLEGE siA� \ � I\
\\ ANNM ATON ZE l / (/\/
RDw INIA TRIEXS / a \ OROINP zs90 — — 43 / / / / / / l I '
I \\\\ ✓ 'I, (El ECWICA CCN\ 00 / / / • S
F �238 /
CITY OF COLLEGE STATION !� 15. / / JAKL LR1
CONTROL MONUMENT C594-257 I J / ON%a' \\: I 1.3O C. T 4`, J � � PUE\ 10' //////L / /�L� \ / / / �� / I/�/ 1 X32
BEAR5:5 54ro5'35 E - 1233T rT / 30' EASEMENT
\ \ \ I PUE \ ^ / PUE \' I / l 30' / / / /R] I //� �\ I / / / / I� I ////� l \ CALLED 2.34a.32 AWE TRACT
/ EASEMENT PrPE J BBfi2/51 r
COL 18B55 LOT 5 li- \ Comm\
/ PAGE 79 �� / / / I Scomm
LOT 3 \\ D \ I ? 141 M. l ( / y9
Ma STA CCeiea n 1.332 AC. \ POE V \ \ LOT 6 -4 1 / / f AY//J � \\ \ i / /J . / / tI III
PUT / 135 AC. / / 232 / G / / \ \\ / 1 II
�C BLOCK 1 / 1 47 I / /. ✓ \ \ / I II
20' 1 zo' � p,�IM�6/p// / L 'cpc1 MacuuouGH—Macuu c+N � \
/%TJm \ `\ , JV \ \ FILE ] PUE / / �/ 0P P/ / I UNIT N0. 1 K£LL HEA \ I /( r/ Al
(.- \ '� I \\ ; LPL / �� \I / 1/2 INCH IRON ROD FWIFYOUND
C l \ ) v \\\ 1� 5T<JIPED 'CE.C. 2003' FWNO (CM) I I\\A l
10' \ / \ ) BEARS: 5 3317'4T W 54.0C / i
I POE
LOT / 5 n ;�� =��
"� PUE / J
,1 n
1.043AC. \ / / ,y a / // o� //, / / /i
�rc F / i / / - \WN �jAE I / /apIp
MI3 Ci fCKOPLAIN / \ O \
�' J T
1 .^�1Pd'EP ELE BFE�ANQ
aocKPwwEam LOT 9 \ RU INN e ST d / \ / / / W /SURNETy�.i�Al.l ' I I_ l O ���1 ��
RUE /' PC «Wf�05`\ / / / / / ' I/II
1.OS C. /� / 2(i' / / ROFD I / ( m APPROXIMATE ^ /
1 20 I)� �1IE,/�// UE f J / / PRrvgTE"BRUMNA / / �/ / y CENIERUNE OF
\ PVE / `/%/ LOI V� LET /30' PUB / EASWLT'i CARRIERS WEEK /
DRAKE F coz�MoryAx\e
LOT 1 : cR..e / 1.128 AC. ,/ y.253 A TI a / a/
J / h ��. OOb XI PIN PERT f( M13.z"C.I
1.033 AC. 1 / / / / l lJ i \ / / / M P \
A I v Comm ON AReg w 1 / i 6LOC ) / A v1/ r / / ( (�) /j/
/ I 8�045 Ai.' J �. L / / / / / / 228 l / / ` I ` ✓// /
I ( 7 _ —(J �/ J IJOT 13 \ i 2o'E / / / \ / i //��
r -- _ / (�
/ 2D P�/5� -7 /.200(Apt III _ _ / _/_ � / J � � / � ��
_ I %il O VMX"` _ 2B' PAVEXBR I 312 I / I / I /I5' PRIVATE 1 '\ f Z'Z.
LICK CREEK P �� I R L'I-pB� / I DRAIN 1? T
EN1RM'W ROAD 5 �. ( /� ( /� .✓
MINA
LCII11 j/ € SQL (" f
JIIf
yEy�7y L y r (�p.T EASEMEN \ 1 ES v / 1/2 INCH IRON ROD
LOT 10 J I r / A '� I`� 1.LiD / .' .4h'R'L1NE I / /- J / / / /FOUND (CM) BEARS: / / / 4
/ OT 4 Z M / I / C' S 03T105P E 283a' /
11 I COhLNDN AREA H I 1.oSa nc� I I / NU'E 1 /� �J h �/ T� / r 1
L.049 AC„� _ ✓2 / / J _ /BASE a D _
I n w o • LEvgnoN 2
1"iVT 2Y.3 �V� I / M1� `� 25PR1,TE -7�
(',� I III I COH,n l.00 3a Ac:- ( I ouEi / L./ �NTAJR� J l �. ___NA
III '��`!
8" WATER LINE N
V I D.o AC. _ s�'s 2 11 II
I I �__ _ v�— D T °,A /�`�\_ I r\ /�`�/�
BeIVA E
1 15' PR OR WAGE �� I \ ( L s P / RUE I �I EASEMENT /I RUE / �� 1 �) J� / / J �/ rI
/ a^ — 71 � ( BLOCK 1 > 1 / LOT a� I \ \ ' R
1 ` OT 21 RUE C l I I OT 16 1.662 C. 1 �"' n \ 1usiic Trai ° \l
-yi ,{ CALL 593 ACRE 1RAC
I I r A, \�, 1' �s Pu c- ( / % 1 / 11 I I 140 A 1 I 5 't� 1 L i \� J d93 A.
T \\ \
I 1.24a Ac. y r 1 7 \ I I l LOT 17 c I I e V F/ / �^ (J TAN l ) ��\\ \\ �
AMPED
IF.p \ 7 < // 1/2 IN IRON ROD
IS' , LOT 1V 1 ( 1.1/45 Al.. I / 5')3PIVATM C C. 20 ]?FOUND ,f\� �\
\ 0' P E T 234— I IIII \II I D' NAE 1I J (c /\ J I
PUE I i �T 20 I I�LOT 19 ll 1 1.145AC. I I ( Z ( RUE
MENT /'I I l IIIIII I
Ipp,�s9Arrn I 1.145t}C. fl I��I/
/ 1� \ FILE / / —230Y / I �� 3tl`— 3V 3tl 1/2 INCH IRON'ROD ( /�/
2U= -/ PIKE 3tl / WAH CAP STAMPED 'sM d��/
J / F �\ �UE I 10' / i_ �� RUNS MIS 2W� V.
I� m f2 _ ; ` PU_ __ „_ s 1 _ / FOUND (DM) VICINITY MAP
x —228 / / n
\ \ / 20' E5ANAI NE R�AIy�
/ q -- J RUE
/ J I /
_ NTYROD
E AND
GAMN MMGE P
�j I LIM,�gNwB-
`! i TWO /
,z Tv 2O' C m
COPUE
MMON / _
0,997 AC.
/ v ' \ ' LYIE C. CALLED
AND BARBAR K sYMONs ~ JOXN C P ACRE
T
CRE / CALLED il1W ACRE TRACT
/ I 1/2 IN 1� IRON ROD E / / 6ALA D 10.W A ACT r 12061/202 C
4502n5�TASEARS N_ 5nr 9NYfe9 '� /
I I w 34/IY'
I 2:-Z ti _
LYLE C/SIM 5 AND BARBARA SYMONS /
T I / I i V CALLED 22.54
ACRE
TMCT V / / • . , .
INIp
PROJECT-/ LICK CREEK PARK
LOCATION I
REVIEWED FOR COMPLIANCE
CM OF COLLEGE STATION
PLANNING & DEVELOPMENT SERVICES
ENGINEERING DIVISION
ERIKA BRTOGt ASSISTANTENGINEER
09/16/2021
REVIEWED FOR COMPLIANCE
CITY OF COLLEGE STATION
PLANNING & DEVELOPMENT SERVICES
PLANNING DIVISION
BRANCH GARCIATECURICK, STAFF FLAINNER
09/092021
LINE TABLE
LINE /
LENGTH
DIRECTION
L1
7.17'
SBOC
06'
47"E
L2
112.38'
PROT
09'
381E
0
54.54'
N49-
51'
LIRE
L4
154.18'
N21'
51'
45'E
L5
98.52'
PI
22'
041E
L6
104,92'
S40'
54'
281E
L7
103.51'
S33'
33'
18"E
Le
82.24'
S45'
13'
35"E
L9
71.93'
S49-
16'
431E
L10
34.94'
S53'
06'
38"E
Ltt
149.67'
NET
03'
521E
L12
148.23'
N74-
16'
07"W
L13
180.45'
NET
28'
35"W
LA
172,23'
N66-
52'
08"W
L15
94.98'
N62'
52'
53"W
Curve Table
CURVE fl
LENGTH
RADIUS
DELTA
TANGENT
CHORD
CHORD DIRECTION
C1
231.88'
994.23'
013.211461
116.47,
231 .35.
N80'S6'S9"W
LEGEND
PROPERTY BOUNDARY
RIGHT OF WAY
ADJACENT PROPERTY
ANNEXATION LINE
—
LOT LINE
—
—PUBUC UTUTY EASEMENT (POE)
—
—PRIVATE
DRAINAGE EASEMENT
PRIVATE ACCESS EASEMENT (P•AE)
AE
AE
EXISTING OVERHEAD ELECTRIC
EXISTING PIPELINE
UE—LE
EXISTING UNDERGROUND ELECTRIC
— — — —
— —
—EXISTING RUE
— ST — ST —
ST — ST
—PROPOSED STORM PIPE
•
�FLOOOPLMN
PER F.I.R.M.MAP
FLWDPIAIN PER ME AND GROUND ELEVATCN
SURVEY DATA
—
—EXISTNG CONTOURS
EXISTING ROAD EDGE OF PAVEMENT
EXISTING HELL SITE
220
W -4
W-4
4" WATERLINE
W-6
W-6
6" WATERLINE
W-6
W-8
6" WATERLINE
e
STORM INLET AND JUNCTON BOX
PRELIMINARY PLAN
NOT FOR RECORD
' Y
100 5® 0
SCALE IN FEET
1/21NCH IRON ROD MEN CAP STAMPED
'0.EC 2003FOUND (CM) BEGINS: N
OT24BY E 31 72'
BEARS 54Y15'35' E - 12337'
LICK CREEK PARK 4 I I \\
ENTRANCE CREEK ROAD
ld\ L-----J----JL--�
J
CAMPBELLCOURT /
TW RO.W. 1T GVR, O.P.R.B.C.T.)
�
II
LOT K
BLOCK 8
4 Ay/�/-I/2
IB
INCH IBM RED FOUNOI
BLOTLO
BLOCK B
ARKING THE
SWTHEASi CORNER OFLOi
19 BEARS:
N 0704 OR E 42.71
20- RUE,
]sfi4/IeD
ANNEXATION ONE
ORDINANCE
2590
\ \(ELECWICAL CM)
LOT 4!
30' EASEMENT
\ 1.321 Al.. '
EASEMENT
VOL 18855 \ 'M ji
PAGE ]9T 3 \\ RU
\N
�4
RUE
I LOT
1.043 AC.
LOT
1.033 AC.
OMMON AREA
045 AC. J
� fGA,E
1
r
MMON AREAE
9 AC.LOT 22.034 AC N AREAF
0.022 AT. _
,yTj,66L-
ar�"5
VATE DRAINAGEOT
20'
OT 21 PDE
�I \I 1.244 AC. , /
a
A
WUJUAM5 CREEK SUBDMSION PHASE ]
FLAT +Mane*
WRwNMS rail
aa�e/iNMOKPMA9a] I
I / / / \\ LOT 10
BLOCK 8
4
LOT 17
LOT 16
I
OT
BLOCK B
/ / 14
I
\\
BLOCKT
B
I
BLOC% 8
/ / BLOCK LOCK 8
R VAR
j�
\\
EASEMENT.
\
/�7964/180
120'
RUE, 7954/I80\
\\
I
L - -I
_ _ _ _ _
PU1E5.
T 24'
0 -
S'
PUE
/ \
\
PRIVATE DRAINAGE EASEMENT
\
�s9W' RUE
PUE / 1 RUE
LOT 5 /
1.141 AC. �/ LOT 6
1.135 AC.
J
J
PrAE
LOT 9 2\ - _ sr .
1.089AC.�j// /2�,
0 /aa
RUE
RUE
LOT 8 \
//( LOT 7 20' Pu9BE
DRAINAGE
1.128 AC. / EASEMENT [ / \
/ 1.253 AC. / P E \ s>
/
_ _ Nbs 4S.iS•E-!J SB,• 38' 340E
130.B6= � I LOT 13�
20' RUE 1 Q�y 1.200 AC
IS PRIV.ATE
DRAINAGE
I 1 T EASEMENT)
LOT 11 LOT 12
I LOT 10 Illy 1 107 AC. II t 1.087 AC. II A' WATER ONE
11.068 AC. I RUE
2500
1]04'
I I( RUE
r8 WATER LINE 1 Wx -
J 0°
LOT 20
1.189 AC.
E I\C Vie
\\ 20'
RUE
x mXi-
RUE
] '<8\ePd\
L / Rv 0.
9 PUE
COMMON
III WATER
DETENTION AREA
0.997 AC.
1/2 INCH IRON ROD MTH
PLASTIC CAP STAMPED 'KERR
4502' SET REARS: N OT58'5Y
W 34JT
A
70 A I 15 I
RUE I
I ( BLOCK 1 I I. LOT 16
20.W'
(I15 RUE LOT 17 i 1.140 AC.
I LOT 18 1.145 AC. 6 PRIVA
IQr" 1.145 AC. 20 DRAINAI
Ep I tpp I n I EASEMEI
LOT 19
l 1.145 AC. I I G II , RUE ;e,m
Il 120'
RUE , 11600- tl
RUE 175aa
I - 20'
- 1500 RUE
a:
BadTAIE p TRACT
N/F
LYLE G. SIMOIS AND BARBARA K. SYMONS
CALLED 2254 ACRE TRACT
3661
N/F
LYIE G. SIMONS AND BARBARA K SYMONS
CALLED 108 ACRE TRACT
9671/89
�9
OMMbN ARE,/
1g328AC/ /
w /
/ //�
1� 0P r UNIT N0. 1 WELL HEAD
%a' 1
XX
/
LIMITS OF FLWUPLAIN�
PER SEE AND/
GROUND
ELE AN
PROPOSED OIL
ROAD AccEss "
/ X
5' PRIVATE DRAINAGE
EASEMENT O
�O
9233• LOT 14 y o
1.693 AC.
Td . 128.61' I
�63. _
JT 20'
I
15' PRIVATE RUE
DRAINAGE
I EASEMENT
LOT 15 III
1.662 AC.
MAE
JOXN 0 P
CALLED CIAACRECRETRACT
Izoe1/m2 `
/ I
1
LOT 36. BLOCK ]\ \ /
WIWAMSCREEKSUBCN610B PIAEE\ \
our Mrsa \ ,
V
LTD
3
CALLED 2.3ACRE TRACT
W4462
69fi2/51
•
/
1/2 INCH IRON ROD WIN LA
Il /
STAMPED'CE.C. 2003' FWND (CM)
-•
_/
I
COMMON AREA C
MIS « 13.285 AC.
1/2 INCH IRON ROD
f0UN0 (CM) BEARS:
FOUND
s 03no'52d' E 2e.24
BASE ROOD
ELEVATION:
208'
is
25 PRIVATE
is
DRAINAGE
is
EASEMENT
y5
15
15
7,
� is
�
520E -
s
15
15
)00.
N/E
BASIN MONTME AND
USA MCINTME
CALLED 2593 ACRE TRACT
TRACT NE 9202/]fi
IN IRON ROD
PE
MIX CAP STAMPED
S
C.E.C. 2003' FOUND
(au)
1/21NCH IRON ROD
MIX CAP STAMPED 'SM
KONG RPLS 283'
FOUND (CM)
VICINITY MAP
Curve Table
CURVE #
LENGTH
RADIUS
DELTA
I TANGENT
CHORD
CHORD DIRECTION
Cl
231.88'
994.23'
OIT21'4G'
1 116.47'
231.35'
N80'56'59'W
LINE TABLE
LINE f
LENGTH
DIRECTION
L1
7.17'
S80'
06'
47"E
L2
112.38'
1487'
OW
WE
L3
54.54'
N49'
51'
40-E
L4
154.18'
N21'
51'
450E
L5
9&52'
N55'
22'
040E
L6
104,92'
S40'
54'
28"E
LJ
103.51'
S33'
33'
18"E
LB
82.24'
S45'
13'
35"E
L9
71G3'
S49'
16'
43"E
LA
34.94'
S53'
06'
38"E
Lll
149.67'
NUT
03'
520E
L12
148.23'
N74'
16'
07"W
L13
180.45'
N69'
28'
35"W
L14
172.23'
N66'
52'
08"W
L15
94.98'
REST
52'
530W
L27
156.98'
N32'
40'
19ftE
L28
184.63'
N6'
03'
09"E
L38
1 65.83'
N73'
21'
11"W
REVIEWED FOR COMPLIANCE
CITY OF COLLEGE STATION
PLANNING & DEVELOPMENT SERVICES
ENGINEERING /D�IIV�VIISIIN
IOOO�
06V
ERTIU BRIDGES, P.E., ASSISTANT CITY ENGINEER
09/16/2021
REVIEWED FOR COMPLIANCE
CITY OF COLLEGE STATION
PLANNING & DEVELOPMENT SERVICES
PLANNING DIVI��S///II�O��N))��������
UNIPRI YA^OGIV�+^"'a^'
BRANDI GARCIA TEDRICK, STAFF PLANNER
09/09/2021
LINE TABLE
LINE 8
LENGTH
DIRECTION
L39
1 48.61'
1 N86' 59' 080E
PROPERTY BOUNDARY
RIGHT OF WAY
ADJACENT PROPERTY
ANNEXATION ONE
-
LOT LINE
-
- -
-PUBLIC UPUTY EASEMENT (RUE)
-
-PRIVATE
DRAINAGE EASEMENT
PRIVATE ACCESS EASEMENT (PrAE)
AE
AE
EXISTING OVERHEAD ELECTRIC
EXISTING PIPELINE
UE
UE
EXISTING UNDERGROUND ELECTRIC
-
-EXISTING RUE
- ST - ST
- ST - ST
-PROPOSED STORM PIPE
•
�ROCDPLAIN
PER F.LRALMAP
FLOODPLAIN PER BEE AND GROUND ELEVATION
SURVEY DATA
EXISTING ROAD EDGE OF PAVEMENT
EXSTING WELL SITE
W-4
W-4
4' WATERLINE
W-6
W-6
6' WATERLINE
W-B
W-8
V WATERLINE
W
o
STORM INLET AND JUNCTION BOX
PRELIMINARY PLAN
NOT FOR RECORD
NOTES:
20. COORDINATES AND BEARING SYSTEM SHOWN HEREON ARE NAD83 (TEXAS STATE PLANE CENTRAL
1.
A PORTION OF THIS TRACT IS WITHIN THE
ODO. LAIN
100 YEAR FLOODPLAIN ACCORDING TO THE
F.EM.A. FLOOD INSURANCE RATE MAP
OD
ZONE GRID NORTH) BASED ON THE PUBLISHED COORDINATES OF THE CITY OF COLLEGE STATION
FOR BRAZPORTION
COUNTY AND INCORPORATED
C 350E,ACCORDING
AREAS, MAP EFFECTIVE
DATE: MAY 2012.
CONTROL MONUMENT CS94-257 (Y:10194481.85, X:3593170.56) AND AS ESTABLISHED BY GPS
2.
ZONING OF THIS TRACT IS ESTATE (E), AND
NATURAL AREAS PROTECTED (NAP).
OBSERVATION.
3.
THE STREETS FOR THIS DEVELOPMENT WILL
BE CONSTRUCTED TO THE RURAL STREET
STANDARDS PER THE BCS UNIFIED
DISTANCES SHOWN HEREON ARE GRID DISTANCES UNLESS OTHERWISE NOTED. AREAS SHOWN AS
DESIGN GUIDELINES.
"MEASURED" HEREON ARE CALCULATED FROM GRID DISTANCES. TO OBTAIN SURFACE DISTANCES
(NOT SURFACE AREAS) MULTIPLY BY A COMBINED SCALE FACTOR OF 1.00009641738449
4.
SIDEWALKS ARE NOT REQUIRED ON RURAL
RESIDENTIAL STREETS.
(CALCULATED USING GEOIDI2B).
21. ELECTRONIC KNOX GATE OPENER SHALL BE INSTALLED ON THE GATE TO ALLOW FOR FIRE ACCESS.
4�I�li,/i7_\I>I;=.YrJ]]�l>I;iYi]:i1�IGy.]>\9�[a�•1�r�G�rli,^lam IH:7��9�Xi11_�r111�rri�.7F917[N�I�I�i7_\I� 7�I�>F�im� la
DESIGNED AND CONSTRUCTED TO CITY OF COLLEGE STATION SPECIFICATIONS AND
STANDARDS AND WILL BE LOCATED
IN
22. NO RESIDENTIAL LOTS WILL BE LOCATED WITHIN 300' OF THE WELLHEAD PER FIRE CODE
UTILITY EASEMENTS AT THE FRONT OF THE RESIDENTIAL LOTS. THESE WATERLINES
WILL PROVIDE THE REQUIRED FLOW
TO
REQUIREMENTS OR WITHIN THE ACCEPTABLE SEPARATION DISTANCE FOR THERMAL RADIATION FOR
FIRE HYDRANTS TO MEET FIRE PROTECTION REQUIREMENTS. ALTHOUGH A PORTION
OF COLLEGE STATION CCN COVERS
A
PEOPLE OF 483' FROM THE 72"X20' HEATER TREATER LOCATED AT THE WELLSITE. THE DISTANCE
REVIEWED FOR COMPLIANCE
PORTION OF THIS PROPERTY, THE CITY OF COLLEGE STATION WATER DEPARTMENT
AND WELLBORN WATER HAVE COME
TO AN
WAS CALCULATED USING THE ACCEPTABLE SEPARATION DISTANCE ASSESSMENT TOOL PROVIDED
CITY OF COLLEGE STATION
AGREEMENT THAT ALL LOTS IN THIS SUBDIVISION WILL BE SERVED BY WELLBORN WATER. THE CCN AREA IS CURRENTLY
BY THE U.S. DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT.
PLANNING & DEVELOPMENT SERVICES
BEING REVISED.
23
PLANNING DIVISION
6. A WATER DESIGN REPORT FOR THIS SUBDIVISION WILL BE PROVIDED PER CITY STANDARDS.
7. ELECTRIC
SERVICE AND
STREET
LIGHTING FOR THIS
SUBDIVISION WILL BE PROVIDED BY BRYAN TEXAS UTILITIES (BTU) AND
THE CITY
OF COLLEGE
STATION.
LOTS 1 THROUGH
3 AND LOTS 21 AND 22, BLOCK 1 WILL HAVE ELECTRICAL SERVICE
PROVIDED
BY COLLEGE
STATION
UTILITIES OR BTU,
DEPENDING ON THE LOCATION OF THE HOUSE ON THE LOT. THE
REMAINING LOTS WILL BE SERVED
BY BTU.
8. ALL PUBLIC DRAINAGE EASEMENTS WILL BE IMPROVED ACCORDING TO THE DRAINAGE POLICY AND DESIGN STANDARDS.
9. THERE SHALL BE A 20' RUE CENTERED ALONG ALL SIDE LOT LINES.
10. DRIVEWAY CULVERTS SHALL COMPLY WITH CITY OF COLLEGE STATION DETAILS AND SPECIFICATIONS.
11. RESIDENTIAL STRUCTURES CONSTRUCTED WITHIN ESTATE RESIDENTIAL SUBDIVISIONS SHALL:
A. NOT BE LOCATED MORE THAN 500' FROM THE PUBLIC OR PRIVATE STREET. IF THEY ARE LOCATED A DISTANCE
GREATER THAN 500' FROM THE PUBLIC OR PRIVATE STREET, THEN A 20' WIDE ALL—WEATHER SURFACE, MEETING
CURRENT ENGINEERING STANDARDS SHALL BE PROVIDED TO THE STRUCTURE PRIOR TO BRINGING COMBUSTIBLES
ON —SITE.
B. NOT BE LOCATED MORE THAN 2000' OFF A PUBLIC OR PRIVATE STREET UNLESS APPROVED BY THE FIRE MARSHAL.
THIS SHALL BE ALLOWED ONLY IN THE CASE OF UNUSUAL TOPOGRAPHY. FURTHER, ANY BRIDGE OR CULVERT
INSTALLED ON ROADWAYS OR ON AN INDIVIDUAL LOT, WHERE THE STRUCTURE IS LOCATED MORE THAN 500' FROM
THE PUBLIC OR PRIVATE STREET, MUST BE DESIGNED TO HANDLE EMERGENCY TRAFFIC LOADING.
12. EACH LOT WILL PROVIDE A MINIMUM OF 2 TREES OF AT LEAST 2" IN CALIPER OR 1 TREE OF 4" CALIPER PER ORDINANCE
NO. 3222.
13. THE PRIVATE DRAINAGE EASEMENTS WILL BE MAINTAINED BY THE LOT OWNERS OR THE HOA, HOMEOWNERS ASSOCIATION.
14. MAINTENANCE OF THE COMMON AREAS WILL BE BY THE HOMEOWNERS' ASSOCIATION (HOA).
15. IN LOCATIONS WITH CROSS LOT DRAINAGE OF STORMWATER RUNOFF, A DRAINAGE WAY SHALL BE PROVIDED THAT THE FLOW
IS NOT IMPEDED BY FENCES, STRUCTURES OR OTHER FACILITIES.
16. THIS SUBDIVISION WILL BE GATED WITH PRIVATE STREETS. ALL PROPERTY OWNERS SHALL AGREE TO BECOME MEMBERS OF
AN OPERATIVE OWNERS ASSOCIATION, WHICH WILL MEET THE FOLLOWING REQUIREMENTS:
A. A HOMEOWNERS ASSOCIATION SHALL BE ESTABLISHED WITH DIRECT RESPONSIBILITY TO, AND CONTROLLED BY, THE
PROPERTY OWNERS INVOLVED TO PROVIDE FOR OPERATION, REPAIR AND MAINTENANCE OF ALL COMMON AREAS,
FENCES, WALLS, GATE EQUIPMENT, LANDSCAPING, AND ALL OTHER COMMON FACILITIES, INCLUDING PRIVATE STREETS
AND SIDEWALKS, WHICH ARE PART OF THE SUBDIVISION (THE "COMMON FACILITIES").
B. ALL PROPERTY OWNERS WITHIN AN EXISTING RESIDENTIAL AREA THAT IS PROPOSED TO BE GATED SHALL AGREE TO
BECOME MEMBERS OF AN OPERATIVE HOMEOWNERS ASSOCIATION (HOA).
C. THE HOA SHALL PREPARE AND FILE FOR RECORD A LEGAL INSTRUMENT ESTABLISHING A PLAN FOR THE USE AND
PERMANENT REPAIR AND MAINTENANCE OF THE COMMON FACILITIES AND DEMONSTRATING THAT THE
ASSOCIATION IS SELF—PERPERTUATING AND ADEQUATELY FUNDED TO ACCOMPLISH ITS PURPOSE.
D.THE BUDGET FOR THE HOA SHALL INCLUDE A FUND RESERVED FOR THE REPAIR AND MAINTENANCE OF COMMON
FACILITIES IN THE AMOUNT APPROVED BY THE CITY STAFF.
E. THE LEGAL INSTRUMENT ESTABLISHING THE HOMEOWNERS ASSOCIATION, STREET MAINTENANCE AGREEMENT, THE
APPROVAL OF THE RESERVE FUND BY THE CITY ENGINEER OR DIRECTOR OF PUBLIC WORKS, AND WRITTEN
PERMISSION FOR THE CITY'S ACCESS TO THE SUBDIVISION WILL BE SUBMITTED FOR APPROVAL BY THE CITY
ATTORNEY PRIOR TO THE SUBMISSION OF THE FINAL PLAT.
17. VEHICLE ACCESS SHALL BE PROVIDED ON PRIVATE ROADWAYS
AT ALL TIMES FOR
POLICE,
FIRE,
CITY INSPECTION, MAIL
DELIVERY, GARBAGE PICKUP, DIAL —A
—RIDES,
UTILITY, SCHOOL
BUSES, AND OTHER
HEALTH
AND
SAFETY RELATED VEHICLES.
ACCESS WILL NOT REQUIRE DRIVERS
TO EXIT
THEIR VEHICLES.
18. ALL GATE MECHANICAL OR MANUAL OPERATING FUNCTIONS SHALL MEET FIRE DEPARTMENT REQUIREMENTS AND PROVIDE
PASSAGE WITH UNOBSTRUCTED VERTICAL CLEARANCE.
19. NO LOT SHALL HAVE ACCESS TO ROCK PRAIRIE ROAD.
A. EASEMENT FROM A.C. WILLIAMS ESTATE TO THE CITY OF BRYAN,DATED JUNE 8, 1938, RECORDED
IN VOLUME 98, PAGE 83, DEED RECORDS OF BRAZOS COUNTY, TEXAS. (BLANKET) DOES APPLY
TO THIS TRACT. A RUE WILL BE DEDICATED FOR THE EXISTING OVERHEAD ELECTRICAL LINES.
B. EASEMENT FROM ALTA W. MCCULLOUGH TO PRODUCERS GAS COMPANY, DATED JANUARY 9, 1978,
RECORDED IN VOLUME 411, PAGE 104, DEED RECORDS OF BRAZOS COUNTY, TEXAS. DOES NOT
APPLY TO THIS TRACT.
C. EASEMENT FROM MCCULLOUGH REALTY COMPANY TO PRODUCERS GAS COMPANY. DATED
SEPTEMBER 1, 1978, RECORDED IN VOLUME 411, PAGE 108, DEED RECORDS OF BRAZOS COUNTY,
TEXAS. DOES NOT APPLY TO THIS TRACT.
D.
EASEMENT FROM
MCCULLOUGH REALTY COMPANY TO PRODUCERS
GAS COMPANY, DATED JUNE 11,
1981. RECORDED
IN VOLUME 1007. PAGE 37, OFFICIAL RECORDS
OF BRAZOS COUNTY. TEXAS.
DOES NOT APPLY TO THIS TRACT.
E. EASEMENT FROM JEAN M. STEPHEN, ET AL TO FERGUSON—BURLESON COUNTRY GATHERING
SYSTEM, DATED MAY 8, 1992, RECORDED IN VOLUME 1723, PAGE 58, OFFICIAL RECORDS OF
BRAZOS COUNTY, TEXAS. DOES APPLY TO THIS TRACT.
F. EASEMENT FROM CAROL ANDERSON TO FERGUSON —BURLESON COUNTRY GATHERING SYSTEM,
DATED OCTOBER 25, 1993, RECORDED IN VOLUME 1940, PAGE 315, OFFICIAL RECORDS OF
BRAZOS COUNTY, TEXAS. DOES NOT APPLY TO THIS TRACT.
G. EASEMENT FROM JEAN M. STEPHEN, ET AL TO FERGUSON —BURLESON COUNTRY GATHERING
SYSTEM, DATED MAY 8, 1992, RECORDED IN VOLUME 2394, PAGE 256, OFFICIAL RECORDS OF
BRAZOS COUNTY, TEXAS. DOES APPLY TO THIS TRACT.
H. EASEMENT F & G WERE AMENDED IN VOLUME 16,855, PAGE 79, TO REVISED THE EASEMENT
LOCATION TO THE ACTUAL LOCATION OF THE PIPELINES.
VICINITY MAP
BRANDI GARCIA TEDRICK, STAFF PLANNER
REVIEWED FOR COMPLIANCE
CM OF COLLEGE STATION
PLANNING & DEVELOPMENT SERVICES
ENGINEERING DIVISIONAdfv��
ERIM BRIDGES, P.E., ASSISTANT CITY ENGINEER
09/16/2021
PRELIMINARY PLAN
NOT FOR RECORD