HomeMy WebLinkAboutDrawingsCERTIFICATE OF OWNERSHIP AND DEDICATION
STATE OF TEXAS
COUNTY OF BRAZOS
I (we) CREEK MEADOWS PARTNERS L.P. owner(s). and developer(s) of the land shown on
this plat, and designated herein as the CREEK MEADOWS subdivision to the City of College
Station, Texas, and whose name($) is/are subscribed hereto, hereby dedicate to the use
of the public forever all streets, alleys, parks, easements, and public places thereon shown
for the purpose and consideration therein expressed.
Owner(s) - --
STATE OF TEXAS
COUNTY OF BRAZOS
Before me, the undersigned authority, on this day personally appeared
known to me to be the person(s) whose
nome(s) is/are subscribed to the foregoing instrument, and acknowledged to me that
he/they executed the same for the purpose and consideration therein stated.
Given under my hand and seal on this day of
20---_.
FINAL PLAT NOTES:
GENERAL:
1. (0/D.R.B.C.T.) DENOTES OFFICIAL/DEED RECORDS OF BRAZOS COUNTY, TEXAS.
2. THIS TRACT DOES NOT LIE WITHIN THE FLOOD PLAIN AS GRAPHICALLY DEPICTED ON
F.E.M.A.- FIRM COMMUNITY PANEL NO. 48041C 0200C, JULY 2, 1992 AND PANEL NO.
48041C 0205D, FEBRUARY 9, 2000.
3. BASIS OF BEARING: BEARING SYSTEM SHOWN HEREON IS BASED ON GRID NORTH AS
ESTABLISHED FROM GPS OBSERVATION.
4. ALL PROPERTY CORNERS ARE MONUMENTED BY 5/8" IRON RODS UNLESS OTHERWISE
NOTED.
5. RIGHT-OF-WAY DEDICATION OF ALL LOCAL STREET DEDICATION WILL CONSIST OF 0.949
ACRES IN TOTAL.
6. ALL UTILITY EASEMENTS MUST BE CLEARED OF ALL BRUSH AND TREES, IMPLYING NO
LANDSCAPING OR PERMANENT STRUCTURES WITHIN THE UTILITY EASEMENT WILL BE
ALLOWED.
7. UNLESS OTHERWISE NOTED PUBLIC UTILITY EASEMENTS LOCATED ADJACENT TO THE
STREET RIGHT-OF-WAY ARE 15' WIDE AND REAR PUBLIC UTILITY EASEMENTS ARE 20' WIDE
CENTERED ON THE COMMON REAR PROPERTY LINE OR WHOLLY CONTAINED IN SINGLE ROW
PROPERTIES.
8. COMMON AREA "L" IS NOT BUILDABLE FOR RESIDENTIAL PURPOSES.
9. DIMENSIONS SHOWN INTERIOR TO THE LOT, ALONG CURVES, BEGINNING WITH "A=" ARE
ARC LENGTHS.
SECTION 1 A, PHASE 4A
LINE DATA
SECTION 1A,
PHASE 4A
CURVE DATA
L1
CURVE
RADIUS
ARC LENGTH
DELTA ANGLE
CHORD BEARING CHORD LENGTH
C1
25.00'
40.42
92'37',36"
S 80'3517'
E
36.16
C2
575.00
60.47
6'01 32
N 50'05 09
E
60.44'
C3
291.00
52.56'
10'20 55
S 39'26'56"
E
52.49
C4
15.00
23.56
90'00'00'
N 04'01 43"
W
21.21
C5
1059.00
81.42
4'2419
N 46'49 34
W
81.40
C6
609.00
31.23'
2'5616
N 43'0916
W
31.22
C7
15.00
23.01'
87'54'43
N 85'38'29
W
20.82
C8
25.00
36.95'
84'40 38
N 08'03'50
E
33.68
C17
625.00
70.14
6"25'47"
S 5017'17"
W
70.10
C18
25.00
38.30'
87'46'39 '
S 09'36'51'
W
34.66
C19
391.80
55.62
8'08'02"
S 36'38 09
E
55.58
C20
425.00
32.63
4'23 55'
S 42 -25'26w
---E
32.62
C21
875.00'
67.28'
4'24'19
S 46'49 34' E
67.26'
C22
50.00'
218.63
250'31 44
S 76'14'09"
W
81.65
C23
25.00
30.77
70'31'44"
N 13'45'51"
W
28.87
C24
925.00
71.12
4'2419'
N 46-49'34'
W
71.10
C25
475.00
10.55'
1'1619'
N 43'5914'
W
10.55
C26
25.0(:'
37.63
86'14 46
N 86'28 28'
W
34.18
C27
1035.00
79.58
4'24'19'
N 46'49'34
W
79.56
C28
15.00
23.56
90'00'00"
N 04'01 43
W
21.21
C29
15.00'
24.16
92-17'09"
N 04'15 34
E
21.63
C30
585.00
27.98
244'24"
N 43'1512
W
27.97
C31
765.00'
58.82'
4'2419
S 46'49'34"
E
58.81
C32
15.00
23.56'
90'00'00"
N 04'01 43
W
21.21
C33
315.00
21.39
3'53'24"
S 42'40 42
E
21.38
C34
15.00
23.56
90'00'00"
N 85'5817
E
21.21
C35
15.00
22.88
87'23'41
N 84'25 50"
W
20.73'
C36
15.00'
24.11
92'05 48
S 05'49 25
W
21.60'
C37
15.00
23.56
90,00,00"
S 85'58 17
W
21.21
C38
15.00
23.56
90'00 00
S 04'01'43
E
21.21
C39
15.00
22.55
86'08 48
S 08'47'55"
W 1
20.49
C40
15.00
24.57
93'51 12"
N 81'12 05
W
21.91
C41
65.OV
35.70
31'2811
N 42'08 37
W
35.25
SECTION 1 A, PHASE 4A
LINE DATA
LINE
BEARING
DISTANCE
L1
N 55'43'31" E
50.00'
L2
N 47'04'23" E
40.10'
L3
S 42.55'37' E
50.00'
L4
S 35'05'13" E
38.15'
L5
S 46'49'34" E
56.96'
L6
S 04'01'43" E
21.21'
L7
S 40'58'17" W
55.54'
L8
S 85'58'17" W
21.21'
L9
N 40'58'17" E
35.00'
L10
N 49'01'43" W
38.63'
L11
N 39'35'51' W
50.00'
L12
S 47°04'23" W
40.10'
L13
N 34'16'29" W
58.34'
L14
S 49'01'43" E
35.92'
L15
N 40'58'17" E
35.00'
L16
S 49'01'43" E
38.63'
L17
S 34'16'29" E
52.96'
L18
1 S 55'43'31' W
24.00'
L19
S 40'58'17" W
34.77'
L20
N 40'58'17" E
24.00'
L21
S 49'01'43" E
15.00
L22
S 49'01'43" E
54.00'
L23
S 36'27'50" E
52.33'
L24
S 05'25'31" E
20.22'
L25
N 84'57'27" W I
11.75'
FUTURE �(
SECTION 1A
PHASE THREE 1
O 40 80
SCALE: I" = 40'
/
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10. THE INSTALLATION OF STREET LIGHTS WILL BE REQUIRED AND INSTALLED INr,2
O)
P.U.E.
-� 15' P.U.E.
={ 32
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45°
2
23
6"
E
TYPICAL SIDE -
EASEMENT
SEE DETAIL "A" I
33 f
N 45°22'36" -E--'[-- E' -
f
13.07' - --
34 E
h
�- 20' P.U.E. I =
_ 110.00' _17 -
N 42'16'32" E I--
A=21.06'
_A=21.06'
35
15' P.U.E.
0
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Notary Public, Brazos County, State of Texas
ACCORDANCE WITH SECTION 8.2.A.20 OF THE CoCS UNIFIED DEVELOPMENT ORDINANCE.
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RESPONSIBILITY OF THE CREEK MEADOW H.O.A.
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CERTIFICATE OF THE COUNTY CLERK
HOMEOWNER'S ASSOCIATION (HOA)
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15' P.U.E. O
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CERTIFICATE OF CITY ENGINEER
CONSTRUCTION STANDARDS & NOTES:
20' P.U.E. I/ -
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80.18' G�--
ca l S 51 2'19'
STATE OF TEXAS
1. BUILDING SETBACKS SHALL BE IN ACCORDANCE WITH THE PDD REZONING PER CITY
ORDINANCE #3079. THEY ARE GENERALLY AS FOLLOWS:
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City Engineer of the City of College
SUBDIVISION. ALL NEW WATERLINES WILL BE DESIGNED AND CONSTRUCTED TO THE LATEST
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CoCS GPS MARKER 134 BEARS:
Station, Texas, hereby certify that this Subdivision Plat conforms to the requirements of
SINGLE-FAMILY MULTI -FAMILY
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a, -I EASEMENT
N 7318• 53 W - 2011.41
/
the Subdivision Regulations of the City of College Station.
FRONT 20' 15'
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do hereby certify that this plat together with its certificates of authentication
STREET SIDE 15' 15'
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City Engineer -
SIDE 5 5
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City of College Station
REAR 20' 20'
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WITNESS m hand and Seal at office in Br an Texas _
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2. THE PROPOSED STREETS WILL BE CONSTRUCTED TO AN URBAN SECTION WITH
__ _ _
2. ALL COMMON AREAS AND PRIVATE ACCESS EASEMENTS ARE OWNED AND MAINTAINED
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CONCRETE `CURB AND GUTTER ..INSTEAD OF A- TYPICAL RURAL' ..SECTION' -WITH
APPROVAL OF PLANNING AND ZONING COMMISSION
BY THE H.O.A. SOME COMMON AREAS ARE WHOLLY ENCUMBERED BY A PUBLIC UTILITY
EASEMENT OR PRIVATE EASEMENT AS INDICATED IN THE COMMON AREA TABLE.
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- 127.69
.OPEN
DRAINAGE DITCHES. THE STORMWATER RUNOFF IN THE STREETS WILL BE CAPTURED AND
/
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FUTURE
SO.24
County Clerk
CONVEYED BY A STORM SEWER SYSTEM AND DISCHARGED INTO EXISTING OR PROPOSED
Chairman of the Planning and Zoning
Commission the City College Station, hereby that the
3. H.O.A. EASEMENT ACTIVITIES AND/OR INFRASTRUCTURE WILL BE REFERENCED IN THE
!
1A
09"_
Brazos County, Texas
DRAINAGE SYSTEMS. DETENTION FACILITIES WILL BE CONSTRUCTED TO CONTROL THE PEAK
of of certify attached plat was duly
COVENANTS, CONDITIONS, AND RESTRICTIONS OF THE SUBDIVISION.
CN
SECTION
+ G$
RUNOFF DISCHARGE TO PRE -DEVELOPMENT RATES. THE STREET AND DRAINAGE SYSTEM
approved by the Commission on the day of __�--_---_--,
PHASE 4B
WILL BE DESIGNED TO THE LATEST B/CS UNIFIED DEVELOPMENT GUIDELINES, STANDARDS,
j
AND SPECIFICATIONS. ALL PAVING AND DRAINAGE IMPROVEMENTS WILL BE INSPECTED AND
4. MAINTENANCE OF THE WATER SYSTEM WILL BE WELLBORN S.U.D. MAINTENANCE OF THE
---�_[
r-- Sous„
MAINTAINED BY THE CITY OF COLLEGE STATION.d'-
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PAVING, DRAINAGE, SIDEWALKS AND SANITARY SEWER SYSTEMS WILL BE THE CITY OF
t
'•-� H 71JLE ST
Chairman
COLLEGE STATION ONCE THE SYSTEMS ARE ACCEPTED BY THE CITY OF COLLEGE STATION.
,
(50' R.0,W.)
3. SANITARY SEWER SERVICE FOR THIS SUBDIVISION WILL BE BY MEANS OF A GRAVITY
ATTEST:
MAINTENANCE OF THE PRIVATE DRAINAGE AND DETENTION FACILITIES, COMMON AREAS
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-- --- _
COLLECTION SYSTEM DESIGNED IN ACCORDANCE WITH THE LATEST B/CS UNIFIED
(WHICH INCLUDE ROADWAY MEDIANS), PEDESTRIAN ACCESS WAYS, AND PARK LIGHTING WILL
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S 50-24'09),
_
DEVELOPMENT GUIDELINES, STANDARDS, AND SPECIFICATIONS. THIS GRAVITY COLLECTION
-- ---,
BE THE CREEK MEADOW H.O.A.
W _ 124.66'
P.U.E.
-� 15' P.U.E.
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23
6"
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TYPICAL SIDE -
EASEMENT
SEE DETAIL "A" I
33 f
N 45°22'36" -E--'[-- E' -
f
13.07' - --
34 E
h
�- 20' P.U.E. I =
_ 110.00' _17 -
N 42'16'32" E I--
A=21.06'
_A=21.06'
35
15' P.U.E.
0
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Secretary
5. ILLUMINATION OF ALL STREET LIGHTS AND PARK LIGHTS SHALL BE THE FULL
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RESPONSIBILITY OF THE CREEK MEADOW H.O.A.
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CERTIFICATE OF THE COUNTY CLERK
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CONSTRUCTION STANDARDS & NOTES:
20' P.U.E. I/ -
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STATE OF TEXAS
1. WELLBORN SPECIAL UTILITY DISTRICT WILL PROVIDE WATER/FIRE SERVICE FOR THIS
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SUBDIVISION. ALL NEW WATERLINES WILL BE DESIGNED AND CONSTRUCTED TO THE LATEST
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COUNTY OF BRAZOS
B/CS UNIFIED DEVELOPMENT GUIDELINES, STANDARDS, AND SPECIFICATIONS. THESE
a, -I EASEMENT
N I SEE DETAIL "A"
I, __ __ __ __ _, County Clerk, in and for
WATERLINES WILL BE LOCATED IN THE 15' PUBLIC UTILITY EASEMENT AT THE FRONT OF
said county,
='1 _ 110.00' �.
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do hereby certify that this plat together with its certificates of authentication
was filed THE RESIDENTIAL LOTS. THESE WATERLINES WILL PROVIDE THE REQUIRED FLOW TO FIRE
+
- - _
_ _
for record in my office the day of
20__-, in HYDRANTS TO MEET FIRE PROTECTION REQUIREMENTS. A WATER HYDRAULIC STUDY WILL
i
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_--_-_ --__,
the Deed Records of Brazos County, Texas, in Volume _-_, Page --_
BE PROVIDED ILLUSTRATING SUCH.
_ -
WITNESS m hand and Seal at office in Br an Texas _
'
2. THE PROPOSED STREETS WILL BE CONSTRUCTED TO AN URBAN SECTION WITH
__ _ _
CONCRETE `CURB AND GUTTER ..INSTEAD OF A- TYPICAL RURAL' ..SECTION' -WITH
.OPEN
DRAINAGE DITCHES. THE STORMWATER RUNOFF IN THE STREETS WILL BE CAPTURED AND
County Clerk
CONVEYED BY A STORM SEWER SYSTEM AND DISCHARGED INTO EXISTING OR PROPOSED
I d'
Brazos County, Texas
DRAINAGE SYSTEMS. DETENTION FACILITIES WILL BE CONSTRUCTED TO CONTROL THE PEAK
+
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RUNOFF DISCHARGE TO PRE -DEVELOPMENT RATES. THE STREET AND DRAINAGE SYSTEM
WILL BE DESIGNED TO THE LATEST B/CS UNIFIED DEVELOPMENT GUIDELINES, STANDARDS,
j
AND SPECIFICATIONS. ALL PAVING AND DRAINAGE IMPROVEMENTS WILL BE INSPECTED AND
MAINTAINED BY THE CITY OF COLLEGE STATION.d'-
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d'
3. SANITARY SEWER SERVICE FOR THIS SUBDIVISION WILL BE BY MEANS OF A GRAVITY
+
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COLLECTION SYSTEM DESIGNED IN ACCORDANCE WITH THE LATEST B/CS UNIFIED
I
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-
DEVELOPMENT GUIDELINES, STANDARDS, AND SPECIFICATIONS. THIS GRAVITY COLLECTION
j
SYSTEM WILL ULTIMATELY DISCHARGE TO A REGIONAL LIFT STATION THAT WILL PUMP
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WASTEWATER TO AN EXISTING GRAVITY SANITARY SEWER SYSTEM LOCATED WITHIN THE
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CASTLE GATE SUBDIVISION. ALL SANITARY SEWER CONSTRUCTION WILL BE INSPECTED. AND
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MAINTAINED BY THE CITY OF COLLEGE STATION.
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4. ELECTRICAL SERVICE FOR THIS SUBDIVISION WILL BE PROVIDED BY BRYAN TEXAS
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UTILITIES (BTU). THE ELECTRICAL DISTRIBUTION SYSTEM WILL BE LOCATED IN THE 15'
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PUBLIC UTILITY EASEMENT LOCATED AT THE FRONT OF THE LOTS AND IN 10' PUBLIC
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UTILITY EASEMENTS AS REQUESTED BY BTU.
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TYPICAL SIDE -
EASEMENT
SEE DETAIL "A" I
33 f
N 45°22'36" -E--'[-- E' -
f
13.07' - --
34 E
h
�- 20' P.U.E. I =
_ 110.00' _17 -
N 42'16'32" E I--
A=21.06'
_A=21.06'
35
15' P.U.E.
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(50' R.O.W.)
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P.U.E.
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a, -I EASEMENT
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A=16.92' A=14.79' -
38 O
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80.00'
S 40'58'17" W
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SECTION 1AJ i
PHASE ONE , {
(VOL. 8028, PG. 248) 1
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R
40'58'17" E _; _�rn + W I i
- - d N 40'58'17' E �, I { 1 W + {
69.27' SGS I { __ R d- U
13 EA 20' P.U.E. I 0
O
�, _-I-{ - 0 0 1 1
0 M 36 O _ _ -1 O w { {
0 -
15' P.U.E.
\/ Z o 15' P.U.E. - -� I- ( 1 1 {
V) { {
=- _
------- -- -- _-_--_-__ 2
- - w-�`�-�1 123.77'
110.70' 00000000000�I
>, 70 O_q S 40'58'17" W - 147.77' I
S 40"58'17 W 134. �o
{ I - - --
L7
-- - --I 1 EX.
______�_____ L7 r----__---- -
.._ _ - -, _ , (VOL; 8028, PG., 248)
0.543 ACR
F/VARIABLE
{ ' WIDTH P,11�7 E
I I I ( I VOL. y-, PG.
FU URE {
I F I SEC7110H 4 { 1 , , I � / { 1 1
I PH AqE 3B ,
{ ' 0.543 ACRE VARIABLE/
I
WIDTH P.U.E.
VOL. PG.
I IN/
I
BUILDING SETBACK LINE
------
m^
. {
{
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1
I
100% ENCUMBER
I C) BY EASEMENT
L 'i,
I 0.088
P.U.E./PR.D.E.
R x(_0.379
PRV. ACCESS ESMT.
P.A.E./PR.D.E.
S
0.258
v
40'58'17" E _; _�rn + W I i
- - d N 40'58'17' E �, I { 1 W + {
69.27' SGS I { __ R d- U
13 EA 20' P.U.E. I 0
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�, _-I-{ - 0 0 1 1
0 M 36 O _ _ -1 O w { {
0 -
15' P.U.E.
\/ Z o 15' P.U.E. - -� I- ( 1 1 {
V) { {
=- _
------- -- -- _-_--_-__ 2
- - w-�`�-�1 123.77'
110.70' 00000000000�I
>, 70 O_q S 40'58'17" W - 147.77' I
S 40"58'17 W 134. �o
{ I - - --
L7
-- - --I 1 EX.
______�_____ L7 r----__---- -
.._ _ - -, _ , (VOL; 8028, PG., 248)
0.543 ACR
F/VARIABLE
{ ' WIDTH P,11�7 E
I I I ( I VOL. y-, PG.
FU URE {
I F I SEC7110H 4 { 1 , , I � / { 1 1
I PH AqE 3B ,
{ ' 0.543 ACRE VARIABLE/
I
WIDTH P.U.E.
VOL. PG.
I IN/
I
III I I
J.E. P, BL C UTILITY EASEMENT
k.E. PI,BL C ACCESS ESMT.
A.E. PiRIV., ACCESS ESMT.
D.E. PI V. DRAINAGE ESMT.
- - -
BUILDING SETBACK LINE
------
COMMON
--------
AREA TABLE
2EA
BEL
AREA
(
100% ENCUMBER
I C) BY EASEMENT
L 'i,
I 0.088
P.U.E./PR.D.E.
R x(_0.379
PRV. ACCESS ESMT.
P.A.E./PR.D.E.
S
0.258
- P.A.E./PR.D.E.
M
0.033
P.U.E.
III I I
J.E. P, BL C UTILITY EASEMENT
k.E. PI,BL C ACCESS ESMT.
A.E. PiRIV., ACCESS ESMT.
D.E. PI V. DRAINAGE ESMT.
- - -
BUILDING SETBACK LINE
------
PROPERTY LINE
--------
EASEMENT LINE
P.U.E.
PUBLIC UTILITY EASEMENT
P.A.E.
PUBLIC ACCESS ESMT.
PR.D.E.
PRV. DRAINAGE ESMT.
PR.A.E.
PRV. ACCESS ESMT.
B.S.L.
BUILDING SETBACK LINE
Q
LOT NUMBER
Q
BLOCK NUMBER
Q
COMMON AREA
P.U.E.
COMMON AREA
5.00' 5.00'
PROPERTY
O
�NI
10.00' 15' P.U.E.
R.O.W. LINE
TYP'. DETAIL "A" SIDE EASEMENT
N.T.S.
ZTIFI I TE OF SURVEYOR
kD' ERR Rdgistered Professional Land Surveyor No. 4502, in the State of Texas, hereby
that his plat is true and correct and was prepared from an actual survey of the
11
rtyan th t property markers and monuments were placed under my supervision on the
d.
K
No. 4502
SURVEYED BY: KERR SURVEYING, LLC
505 CHURCH STREET, P.O. BOX 269
COLLEGE STATION, TEXAS 77841
PHONE (979) 268-3195
FINA P AT
y OF
LLEK MEADOWS
i '
ECTION 1A PHASE 4A
LOTS 32-42, BLOCK 1
0.758 AC. COMMON AREA
0.175 AC. ROW DEDICATION r ��
�1
TOTAL=3.855 ACRES
SAMUEL DAVIDSON SURVEY, A-13
COLLEGE STATION, BRAZOS COUNTY, TEXAS
SURVEYED: MAY 23, 2006
CLIENT INFORMATION
CREEK MEADOWS PARTNERS, L.P.
3988 GREENS PRAIRIE ROAD
COLLEGE STATION, TX 77845
OFF: (979) 690-8833
FAX: (979) 690-6214
EMAIL: todd@creekmeadows.net
C.ortsu/�°�ny Ejvteers
FILENAME: 0316FP1A SCALE:1"=40'
SUBMITTED DATE: MAY 18, 2009
is I9T LANE <77845>
1 1 ' REVISIONS:
5T.O FICE BOX 9253
LLEGE STATION, TEXAS 77842 DRAWN BY: A.J.B.
AIL: ivi @rmengineer.com CHECKED BY: BRAD KERR
FIELD BOOK: N/A PAGES: N/A
ICE(97 ) 690-0329
� RME CONSULTING ENGINEERS
(49, 9) '90-0329 CLIENT NO. PROJECT NO.
.AS FREGISTRATION No. F-004695 202 - 0316
CERTIFICATE OF OWNERSHIP AND DEDICATION
STATE OF TEXAS
COUNTY OF BRAZOS
I (we) CREEK MEADOWS PARTNERS L.P. owner(s) and developer(s) of the land shown on
this plat, and designated herein as the CREEK MEADOWS subdivision to the City of College
Station, Texas, and whose name(s) is/are subscribed hereto, hereby dedicate to the use
of the public forever all streets, alleys, parks, easements, and public places thereon shown
for the purpose and consideration therein expressed.
Owner(s)
STATE OF TEXAS
COUNTY OF BRAZOS
Before me, the undersigned authority, on this day personally appeared
known to me to be the person(s) whose
name(s) is/are subscribed to the foregoing instrument, and acknowledged to me that
he/they executed the some for the purpose and consideration therein stated.
Given under my hand and seal on this _---_ day of
20-.---.
FINAL PLAT NOTES:
GENERAL:
1. (O/D.R.B.C.T.) DENOTES OFFICIAL/DEED RECORDS OF BRAZOS COUNTY, TEXAS.
2. THIS TRACT DOES NOT LIE WITHIN THE FLOOD PLAIN AS GRAPHICALLY DEPICTED ON
F.E.M.A.- FIRM COMMUNITY PANEL NO. 48041C 0200C, JULY 2, 1992 AND PANEL NO.
48041C 0205D, FEBRUARY 9, 2000.
3. BASIS OF BEARING: BEARING SYSTEM SHOWN HEREON IS BASED ON GRID NORTH AS
ESTABLISHED FROM GPS OBSERVATION.
4, ALL PROPERTY CORNERS ARE MONUMENTED BY 5/8" IRON RODS UNLESS OTHERWISE
NOTED.
5. RIGHT-OF-WAY DEDICATION OF ALL LOCAL STREET DEDICATION WILL CONSIST OF 0.949
ACRES IN TOTAL.
6. ALL UTILITY EASEMENTS MUST BE CLEARED OF ALL BRUSH AND TREES, IMPLYING NO
LANDSCAPING OR PERMANENT STRUCTURES WITHIN THE UTILITY EASEMENT WILL BE
ALLOWED.
7'UNLESS OTHERWISE NOTED PUBLIC UTILITY EASEMENTS LOCATED ADJACENT TO THE
STREET RIGHT-OF-WAY ARE 15' WIDE AND REAR PUBLIC UTILITY EASEMENTS ARE 20' WIDE
CENTERED ON THE COMMON REAR PROPERTY LINE OR WHOLLY CONTAINED IN SINGLE ROW
PROPERTIES.
8. COMMON AREA "L" IS NOT BUILDABLE FOR RESIDENTIAL PURPOSES.
9. DIMENSIONS SHOWN INTERIOR TO THE LOT, ALONG CURVES, BEGINNING WITH "A=" ARE
ARC LENGTHS.
SECTION 1A, PHASE 4A
LINE DATA
SECTION 1A.
PHASE 4A
CURVE DATA
L1
CURVE
RADIUS
ARC LENGTH
DELTA ANGLE
CHORD BEARING CHORD LENGTH
C1
25.00
40.42
92'37'36
S 80.3517
E
36.16
C2
575.00'
60.47'
6'01 32
N 50'05'09"
E
60.44'
C3
291.00
52.56'
10'20'55"
S 39'26'56" E
52.49'
C4
15.00
23.56
90'00 00'
N 04'01'43"
W
21.21
C5
1059.00
81.42
4'2419
N 46'49'34"
W
81.40
C6
609.00
31.23
2'5616
N 43'0916
W
31.22
C7
15.00
23.01'
87'5443'
N 85'3829'
W
20.82
C8
25.00'
36.95'
84'40 38
N 08'03 50'
E
33.68'
C17
625.00'
70.14
625'47"
S 50"17'17"
W
70.10
C18
25.00'
38.30'
87'46 39
S 09'36'51
W
34.66
C19
391.80
55.62
8'08'02"
S 36'38 09"
E
55.58
C20
425.00
32.63
4'23 55
S 42'25'26"
E
32.62
C21
875.00
67.28'
4'24'19'
S 46'49 34'
E
67.26'
C22
50.00
_ 218.63
250'31 44
S 76°14 09'
W
81.65
C23
25.00
30.77
70'31'44"
N 13'45'51 '
W
28.87
C24
925.00
71.12'
4'2419'
N 46'49'34"
W
71.10
C25
475.00'
10.55
1'1619
--q-4-3 '-5-9'7-14
W
10.55
C26
25.00
37.63'
86'14 46
N 86'28 28'
W
34.18'
C27
1035.00
79.58
4'2419
N 46'4934"
W
79.56
C28
15.00
23.56
90'00 00
_R__0_4_'0_1 43
W
21.21
C29
15.00
24.16
92'17'09"
N 04'15 34'
E
21.63
C30
585.00'
27.98
2'44 24
N 43'1512
W
27.97
C31
765.00
58.82'
4°2419
S 46'49'34-
E
58.81
C32
15.00'
23.56
90,00,00"
N 04'01'43
W
21.21'
C33
315.00
21.39
353'24"
S 42'40 42
E
21.38
C34
15.00
23.56
90'00 00
N 85'5817"
E
21.21
C35
15.00
22.88
87'23'41
N 84'25'50'
W
20.73
C36
15.00
24.11
92.05'48'
S 05'49 25
W
21.60
C37
15.00
23.56
90'00 00"
S 85'5$ 17'
W
21.21
C38
15.00
23.56'
90'00'00"
S 04'01 43
E
21.21
C39
15.00
22.55
86'08 48'
S 08'47 55
W
20.49
C40
15.00
24.57
93°51 12
N 81'12 05
W
21.91
C41 1
65.00
35.70
31'28'11
N 42'08 37' W 1
35.25'
SECTION 1A, PHASE 4A
LINE DATA
LINE
BEARING
DISTANCE
L1
N 55'43'31" E
50.00'
L2
N 47'04'23" E
40.10'
L3
S 42.55'37" E
50.00'
L4
S 35.05'13" E
38.15
L5
S 46'49'34" E
56.96'
L6
S 04'01'43" E
21.21'
L7
S 40'58'17' W
55.54'
L8
S 85'58'17" W
21.21'
L9
N 40'58'17" E
35.00'
L10
N 49'01'43" W
38.63'
L11
N 39'35'51" W
50.00'
L12
S 47°04'23" W
40.10'
L13
N 34'16'29" W
58.34'
L14
S 49'01'43" E
35.92'
L15
N 40'58'17" E
35.00'
L16
S 49'01'43" E
38.63'
L17
S 34'16'29" E
52.96'
L18
S 55'43 31" W
24.00'
L19
S 40'58'17" W
34.77'
L20
N 40'58'17" E
24.00'
L21
S 49.01'43" E
15.00'
L22
S 49'01 43 E
54.00
L23
S 36'27'50" E
52.33'
L24
S 05'25'31" E
20.22'
L25
N 84'57'27" W
11.75'
FUTURE 1(
SECTION 1A
PHASE THREE <
O 40 s0
SCALE: 1" = 40'
r /
/ r !
7 /
_ C). I _
10. THE INSTALLATION TREET LIGHTS WILL BE REQUIRED AND INSTALLED IN _ _ 1�2 - r-
----------- --------- ACCORDANCE WITH SECTIO 8-T F THE CoCS UNIFIED DEVELOPMENT ORDINANCE. 1 1
Notar Public Brazos Count State of Texas
y_ ' y,
`�_.....,._. z
HOMEOWNER'S ASSOCIATION (HOA): &\j
CERTIFICATE OF CITY ENGINEER - _ BEAVER CREEK DR. W
1. BUILDING SETBACKS SHALL BE IN ACCORDANCE WITH THE PDD REZONING PER CITY ' -
I, _-_--- - -- ORDINANCE #3079. THEY ARE GENERALLY AS FOLLOWS: / CoCS GPS MARKER 134 BEARS: 1 (50' R.Q.W.) � m
-, City Engineer of the City of College � ,_„j
Station, Texas, hereby certify that this Subdivision Plat conforms to the requirements of SINGLE-FAMILY MULTI,ILY f �� � 3
the Subdivision Regulations of the City of College Station. FRONT 20' 15' N 73'1 8 53 W - 201 1 .41 / N G1`b `-- - C17 0 0
STREET SIDE 15' 15' t� n 1 ' i1 - 4_ -`- L12Lij
`V/ o
City Engineer- - -- SIDE 5' 5 if +. [-1-7 d. -� »
City 9 I L _ _ -?' I ' l Z �� % ` �1 ��Q U.E. PUBLIC UTILITY EASEMENT
Cit of College Station REAR 20' 20' ( L �� W
4 V,
ALL COMMON AREAS ARE OWNED AND MAINTAINED BY THE H.O.A. SOME COMMON - --�� 5S 43. _ - - d- {� .A.E. PUBLIC ACCESS ESMT.
AREAS ARE WHOLLY ENCUMBERED BY A PUBLIC UTILITY EA EM NT OR PRIVATE EASEMENT` - J ' i __=/ 37'-W - 4`- -- ---_- "J
N COMMISSION t L e� r - R.A.E. PR .ACCESS ESMT.
APPROVAL OF PLANNING AND ZONINGAS INDICATED IN THE COMMON AREA TABLE. l�1G �,, - 127.
�• •,� 69' R.D.E. PR DRAINAGE ESMT.
' FUTURE N50` - _- / 15' P.U.E.
Chairman of the Plannin and Zonin _
I, ----- -- - ---, 9 g 3. H.O.A. EASEMENT ACTIVITIES AND/OR INFRASTRUCTURE WILL BE REFERENCED IN THE �4
Commission of the City of College Station, hereby certify that the attached plat was dulySECTION 1A
COVENANTS, CONDITIONS, AND RESTRICTIONS OF THE SUBDIVISION. '
approved by the Commission on the ---_ day of
20 _ PHASE 4B
4. MAINTENANCE OF THE WATER SYSTEM WILL BE WELLBORN S.U.D. MAINTENANCE OF THE SOUTH Q_^ I 20' P.U.E. ' T - �N cy ! 1
-_--- --_---_T PAVING, DRAINAGE, SIDEWALKS AND SANITARY SEWER SYSTEMS WILL BE THE CITY OF TtJL E S p / -- ! !
Chairman COLLEGE STATION ONCE THE SYSTEMS ARE ACCEPTED BY THE CITY OF COLLEGE STATION. , �' q A
(50' R.O W) ?' -- -- 1 - co Q'?
ATTEST: MAINTENANCE OF THE PRIVATE DRAINAGE AND DETENTION FACILITIES, COMMON AREAS--- 80.18' --59- �, CO I
0)-- N..
! I' j (WHICH INCLUDE ROADWAY MEDIANS), PEDESTRIAN ACCESS WAYS, AND PARK LIGHTING WILL S 5024'09•. 51'5219„ w -`�'
BE THE CREEK MEADOW H.O.A. --- -
CERTIFICATE OF THE COUNTY CLERK C _�► s4 04- _
5. ILLUMINATION OF ALL STREET LIGHTS AND PARK LIGHTS SHALL BE THE FULL 70 6~"6_ 80.07'=l.;h� N
RESPONSIBILITY OF THE CREEK MEADOW H.O.A. S 5152.1g„ - r
-_ -
STATE OF TEXAS i _-r :: ``I`_ - �'d, W
CONSTRUCTION STANDARDS & NOTES: - 1-5=P•U•E• - -- - �� �T 1 ! 1
COUNTY OF BRAZOS - I Uv __- __ 7
1. WELLBORN SPECIAL UTILITY DISTRICT WILL PROVIDE WATER/FIRE SERVICE FOR THIS i I -.__+ 15' P.U.E. - v
I, __---_----_--� County Clerk, in and for said county, SUBDIVISION. ALL NEW WATERLINES WILL BE DESIGNED AND CONSTRUCTED TO THE LATEST I J O _-I I-- c`nv
do hereby certify that this plat together with its certificates of authentication was filed
for record in my office the _-_ day of _- 20__-, in B/CS UNIFIED DEVELOPMENT GUIDELINES, STANDARDS, AND SPECIFICATIONS. THESE
1
the Deed Records of Brazos County,- g WATERLINES WILL BE LOCATED IN THE 15' PUBLIC UTILITY EASEMENT AT THE FRONT OF LL _ I CO C° o - I 1 TYPICAL SIDE
Texas, in Volume - _, Pae THE RESIDENTIAL LOTS. THESE WATERLINES WILL PROVIDE THE REQUIRED FLOW TO FIRE 1 - - _ _ N-- O 1= o=_-_==� EASEMENT
I - I N
N
NOT TO
� r
CREEK u 1 • 1S
Ml - M
NOTTO SCALE
SYMBOL & LINE LEGEND
5.00' 5.00'
- - -
BUILDING SETBACK LINE
•• ; •
-------
PROPERTY LINE
PROPERTY
ice"'
EASEMENT LINE
riQ' -- •
P.U.E.
,!®•
(NI
P.A.E.
PUBLIC ACCESS ESMT.
I
-PRD.E.
PRV. - DRAINAGE ESMT.---- ---
PR.A.E.
PRV. ACCESS ESMT.
B.S.L.
BUILDING SETBACK LINE
`
LOT NUMBER
Q
BLOCK NUMBER
O
COMMON AREA
N
NOT TO
� r
CREEK u 1 • 1S
Ml - M
NOTTO SCALE
HYDRANTS TO MEET FIRE PROTECTION REQUIREMENTS. A WATER HYDRAULIC STUDY WILL 1 r - - I - ---� oy-I SEE DETAIL A »
WITNESS my hand and official Seal, at my office in Bryan; Texas 1 ;_I
BE PROVIDED ILLUSTRATING SUCH. j �. „QQQ, __ I - �� - , , T)0. DETAIL A SIDE EASEMENT
--- ---=
- - _ io -___ _ '1 _ 110.00'
------------- 1 N .45'22'36" E .� --.... N ,�- -�.. N.T.S.
County Clerk 2. THE PROPOSED STREETS WILL BE CONSTRUCTED TO AN URBAN SECTION WITH i I I = --I - -- -- ---- ` _10 I
-_I _._a - --"'_--. N =_ _I` - _ -� N 45'22'36" E _
- �_ N _-
_.CONCRETE -CURB _AND BUTT€R=..INSTEAD--OF=-A--TYPIC- -RU A _ _ _ �_ __ _�� ___ . `�` - _ _ __ _.... _..-�.,. �_ _ __ __. _. __
C AL R L SECTION WhTf f 9PCN t �y - -
Brazos County, Texas _ I r i� = _ _-__ 1 c • - ----- ---- -__ '- _ Lt1_ 1- µ 1 { i
DRAINAGE DITCHES. THE STORMWATER RUNOFF IN THE STREETS WILL BE CAPTURED AND I -1 ER11 1 CA OF SURVEYOR
t M - --I TYPICAL SIDE I- - - I i T_ I_- - t d- 1 1
CONVEYED BY A STORM SEWER SYSTEM AND DISCHARGED INTO EXISTING OR PROPOSED j 1 ._a = EASEMENT -_ w = - w N co
DRAINAGE SYSTEMS. DETENTION FACILITIES WILL BE CONSTRUCTED TO CONTROL THE PEAK a - " I!O- N-" I--- = s-- { ATE 0 TEX S ('
SEE DETAIL A = _ _I 40
RUNOFF DISCHARGE TO PRE -DEVELOPMENT RATES. THE STREET AND DRAINAGE SYSTEM
WILL BE DESIGNED TO THE LATEST B CS UNIFIED DEVELOPMENT GUIDELINES STANDARDS, + ^ -^� - h
__ co- ,� • e- LINTY F B AZOS
AND SPECIFICATIONS. ALL PAVING AND DRAINAGE IMPROVEMENTS WILL BE INSPECTED AND f - - - _ _ ; ;ei I 33 I--- �+ - -� 20 P.U.E. I tj- ;... {
NF
MAINTAINED BY THE CITY OF COLLEGE STATION.- 1
i � moi" -1 +--` � ` _=I == `� � 1 � { I BRAD KERR .Registered Professional Land Surveyor No. 4502. in the State of Texas, hereby
t I _ rtify th.t this plat is true and correct and was prepared from an actual survey of the
3. SANITARY SEWER SERVICE FOR THIS SUBDIVISION WILL BE BY MEANS OF A GRAVITY ' I _ _110.00' --- _110.00' _ I -
I ^" -_ N 45°22'36" E - r - -_- { operty nd that property markers and monuments were placed under my supervision on the
COLLECTION SYSTEM DESIGNED IN ACCORDANCE WITH THE LATEST B/CS UNIFIED -- _45'22'36 E 7 - - ound.
DEVELOPMENT GUIDELINES, STANDARDS, AND SPECIFICATIONS. THIS GRAVITY COLLECTION �- - vii ^l+
SYSTEM WILL ULTIMATELY DISCHARGE TO A REGIONAL LIFT STATION THAT WILL PUMP V I _- I 13.07 + I
WASTEWATER TO AN EXISTING GRAVITY SANITARY SEWER SYSTEM LOCATED WITHIN THE
CASTLE GATE SUBDIVISION. ALL SANITARY SEWER CONSTRUCTION WILL BE INSPECTED AND o I { 9 ✓ i o_I hew_ 3
MAINTAINED BY THE CITY OF COLLEGE STATION. W I 20 P.U.E.
' L - -1 - - - _ tt7 O r I1` -1 + `` W`� {
I
4. ELECTRICAL SERVICE FOR THIS SUBDIVISION WILL BE PROVIDED BY BRYAN TEXAS = - - J U N ¢ _IL_ d ¢ N .. _. SECTION 1A __ -- ----_ __
UTILITIES (BTU). THE ELECTRICAL DISTRIBUTION SYSTEM WILL BE LOCATED IN THE 15 f _ i I- ` v o �' _._I F II_ { ` { AD'. KE ,RLS No. 4502
PUBLIC UTILITY EASEMENT LOCATED AT THE FRONT OF THE LOTS AND IN 10' PUBLIC ' _ _ r __. _ 110.00' L+�=a ( 1 PHASE ONE 1
, I I -. _-� 110.00' r --_ _ __ _ � _� -. -,_
UTILITY EASEMENTS AS REQUESTED BY BTU. - - - _ - I- - _ _ _ - _ VOL. SOZS, PG. a48
�'I N 42'16'32" E L -I
{ ��� - d -�__ N 42.04'45" E - { KERR SURVEYING, LLC
- - �- SURVEYED BY:
I �a� A=21.06' _ -_- 505 CHURCH STREET, P.O. BOX 269
�'� �l (� 1-=-- _j A=16.92' A=14.79' I 1 1 {
1= -- I - =- 1 1 COLLEGE STATION TEXAS 77841
' I { I { 38 f - _= PHONE (979) 268-3195
-11,06
15' P.U.E. 1 p I
15' P.U.E. j (0�I I v { M {
A, i 80.00' - -- _ L0 , O o ,:FINA P AT
_ _ _ 1 U 1`" s',,r,,dGi� -sC - _ __ { �.� -�-_� ►__ _ -- -� G`v� _``_.t ._ L-_ �
ti
.-I 40'58'17"
20_== II L
-��R_ J ) Jo �-- ► {
�I 1oWQ -�o 1I1
{
i{
�TION
OF
S 80.00
00- mut-lb ---40'587" E � 1- I- EK MEADOWS
8 _ w69.27V
20' P.U.E. 1 A
PHASE 4A
�M o
-0
Y� . LOTS 32-42, BLOCK 1
O (/) y i { { 0.725 AC. COMMON AREAg? •
;J,
' o ^a �� 'I 15 P.U.E. _ I 1
- - 0.175 AC. ROW DEDICATION
- TOTAL=3.855 ACRES
_-----'� -' - - -' - - -- U) i ( f SAMUEL DAVIDSON SURVEY, A-13
- - -s 123.77' 24.00' - - 1 1 COLLEGE STATION, BRAZOS COUNTY, TEXAS
24.00' 110.70' SURVEYED: MAY 23 2006
--
S 40 5817 W -- 134.70' �(�= S 40'58'17" W -- 147.77 '
• �� , { CLIENT INFORMATION
I 1 ��\/-------- ---- -- - EX. 16' P.U.E. I { L.P.
,._ - _. _ :� - -` -I t (VOL. 8 8, G.1248) CREEK MEADOWS PARTNERS,
1- - - -- - - - I L -(� - - { { 3988 GREENS PRAIRIE ROAD
0.543 ACRVVARIABLEI i COLLEGE STATION, TX 77845
f ,I WIDTH PSK E. i { I _ OFF: (979) 690-8833 I I VOL. -, PG. __ _ { I 1 FAX: (979) 690-6214
ft
�� �p y FILENAME: °vree ^s
EMAIL: todd@creekmeadows.net
FUTURE I t It ► { _ / j / P1A SCALE:1"=40'
1 I ,
SECTION 4 I:-! ' , ,
1 1 391 StANtIST LANE <77845> SUBMITTED DATE: MAY 18, 2009
1 , 1 PHASE .3B , {REVISIONS:
OSTIFF CE BOX 9253
0.543 ACRE VARIABLE/ { f { OLLE E�STATION TEXAS 77842 DRAWN BY: A.J.B.
WIDTH P.U.E. i { '
i { 1 1 Cl 11 rtnen meer.com CHECKED BY: BRAD KERR
1 VOL. PG. _ { 1 1 i g FIELD BOOK: 1 EL OK N/A PAGES: N/A
--_'------_'----------- - - - - ------- ►'-L` y ( FFICE-( 79)690-0329 RME CONSULTING ENGINEERS
N, \ / i i i { AX - I979) 690-0329 CLI202
NO. PROJECT NO.
XAS FIRM REGISTRATION No. F-004695 LQZ '- 031
'�E5k 0$
IS bq
I Lk
°a
I
SYMBOL & LINE LEGEND
5.00' 5.00'
- - -
BUILDING SETBACK LINE
-------
PROPERTY LINE
PROPERTY
--------
EASEMENT LINE
O -LINE
P.U.E.
PUBLIC UTILITY EASEMENT
(NI
P.A.E.
PUBLIC ACCESS ESMT.
I
-PRD.E.
PRV. - DRAINAGE ESMT.---- ---
PR.A.E.
PRV. ACCESS ESMT.
B.S.L.
BUILDING SETBACK LINE
LOT NUMBER
Q
BLOCK NUMBER
O
COMMON AREA
HYDRANTS TO MEET FIRE PROTECTION REQUIREMENTS. A WATER HYDRAULIC STUDY WILL 1 r - - I - ---� oy-I SEE DETAIL A »
WITNESS my hand and official Seal, at my office in Bryan; Texas 1 ;_I
BE PROVIDED ILLUSTRATING SUCH. j �. „QQQ, __ I - �� - , , T)0. DETAIL A SIDE EASEMENT
--- ---=
- - _ io -___ _ '1 _ 110.00'
------------- 1 N .45'22'36" E .� --.... N ,�- -�.. N.T.S.
County Clerk 2. THE PROPOSED STREETS WILL BE CONSTRUCTED TO AN URBAN SECTION WITH i I I = --I - -- -- ---- ` _10 I
-_I _._a - --"'_--. N =_ _I` - _ -� N 45'22'36" E _
- �_ N _-
_.CONCRETE -CURB _AND BUTT€R=..INSTEAD--OF=-A--TYPIC- -RU A _ _ _ �_ __ _�� ___ . `�` - _ _ __ _.... _..-�.,. �_ _ __ __. _. __
C AL R L SECTION WhTf f 9PCN t �y - -
Brazos County, Texas _ I r i� = _ _-__ 1 c • - ----- ---- -__ '- _ Lt1_ 1- µ 1 { i
DRAINAGE DITCHES. THE STORMWATER RUNOFF IN THE STREETS WILL BE CAPTURED AND I -1 ER11 1 CA OF SURVEYOR
t M - --I TYPICAL SIDE I- - - I i T_ I_- - t d- 1 1
CONVEYED BY A STORM SEWER SYSTEM AND DISCHARGED INTO EXISTING OR PROPOSED j 1 ._a = EASEMENT -_ w = - w N co
DRAINAGE SYSTEMS. DETENTION FACILITIES WILL BE CONSTRUCTED TO CONTROL THE PEAK a - " I!O- N-" I--- = s-- { ATE 0 TEX S ('
SEE DETAIL A = _ _I 40
RUNOFF DISCHARGE TO PRE -DEVELOPMENT RATES. THE STREET AND DRAINAGE SYSTEM
WILL BE DESIGNED TO THE LATEST B CS UNIFIED DEVELOPMENT GUIDELINES STANDARDS, + ^ -^� - h
__ co- ,� • e- LINTY F B AZOS
AND SPECIFICATIONS. ALL PAVING AND DRAINAGE IMPROVEMENTS WILL BE INSPECTED AND f - - - _ _ ; ;ei I 33 I--- �+ - -� 20 P.U.E. I tj- ;... {
NF
MAINTAINED BY THE CITY OF COLLEGE STATION.- 1
i � moi" -1 +--` � ` _=I == `� � 1 � { I BRAD KERR .Registered Professional Land Surveyor No. 4502. in the State of Texas, hereby
t I _ rtify th.t this plat is true and correct and was prepared from an actual survey of the
3. SANITARY SEWER SERVICE FOR THIS SUBDIVISION WILL BE BY MEANS OF A GRAVITY ' I _ _110.00' --- _110.00' _ I -
I ^" -_ N 45°22'36" E - r - -_- { operty nd that property markers and monuments were placed under my supervision on the
COLLECTION SYSTEM DESIGNED IN ACCORDANCE WITH THE LATEST B/CS UNIFIED -- _45'22'36 E 7 - - ound.
DEVELOPMENT GUIDELINES, STANDARDS, AND SPECIFICATIONS. THIS GRAVITY COLLECTION �- - vii ^l+
SYSTEM WILL ULTIMATELY DISCHARGE TO A REGIONAL LIFT STATION THAT WILL PUMP V I _- I 13.07 + I
WASTEWATER TO AN EXISTING GRAVITY SANITARY SEWER SYSTEM LOCATED WITHIN THE
CASTLE GATE SUBDIVISION. ALL SANITARY SEWER CONSTRUCTION WILL BE INSPECTED AND o I { 9 ✓ i o_I hew_ 3
MAINTAINED BY THE CITY OF COLLEGE STATION. W I 20 P.U.E.
' L - -1 - - - _ tt7 O r I1` -1 + `` W`� {
I
4. ELECTRICAL SERVICE FOR THIS SUBDIVISION WILL BE PROVIDED BY BRYAN TEXAS = - - J U N ¢ _IL_ d ¢ N .. _. SECTION 1A __ -- ----_ __
UTILITIES (BTU). THE ELECTRICAL DISTRIBUTION SYSTEM WILL BE LOCATED IN THE 15 f _ i I- ` v o �' _._I F II_ { ` { AD'. KE ,RLS No. 4502
PUBLIC UTILITY EASEMENT LOCATED AT THE FRONT OF THE LOTS AND IN 10' PUBLIC ' _ _ r __. _ 110.00' L+�=a ( 1 PHASE ONE 1
, I I -. _-� 110.00' r --_ _ __ _ � _� -. -,_
UTILITY EASEMENTS AS REQUESTED BY BTU. - - - _ - I- - _ _ _ - _ VOL. SOZS, PG. a48
�'I N 42'16'32" E L -I
{ ��� - d -�__ N 42.04'45" E - { KERR SURVEYING, LLC
- - �- SURVEYED BY:
I �a� A=21.06' _ -_- 505 CHURCH STREET, P.O. BOX 269
�'� �l (� 1-=-- _j A=16.92' A=14.79' I 1 1 {
1= -- I - =- 1 1 COLLEGE STATION TEXAS 77841
' I { I { 38 f - _= PHONE (979) 268-3195
-11,06
15' P.U.E. 1 p I
15' P.U.E. j (0�I I v { M {
A, i 80.00' - -- _ L0 , O o ,:FINA P AT
_ _ _ 1 U 1`" s',,r,,dGi� -sC - _ __ { �.� -�-_� ►__ _ -- -� G`v� _``_.t ._ L-_ �
ti
.-I 40'58'17"
20_== II L
-��R_ J ) Jo �-- ► {
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{
i{
�TION
OF
S 80.00
00- mut-lb ---40'587" E � 1- I- EK MEADOWS
8 _ w69.27V
20' P.U.E. 1 A
PHASE 4A
�M o
-0
Y� . LOTS 32-42, BLOCK 1
O (/) y i { { 0.725 AC. COMMON AREAg? •
;J,
' o ^a �� 'I 15 P.U.E. _ I 1
- - 0.175 AC. ROW DEDICATION
- TOTAL=3.855 ACRES
_-----'� -' - - -' - - -- U) i ( f SAMUEL DAVIDSON SURVEY, A-13
- - -s 123.77' 24.00' - - 1 1 COLLEGE STATION, BRAZOS COUNTY, TEXAS
24.00' 110.70' SURVEYED: MAY 23 2006
--
S 40 5817 W -- 134.70' �(�= S 40'58'17" W -- 147.77 '
• �� , { CLIENT INFORMATION
I 1 ��\/-------- ---- -- - EX. 16' P.U.E. I { L.P.
,._ - _. _ :� - -` -I t (VOL. 8 8, G.1248) CREEK MEADOWS PARTNERS,
1- - - -- - - - I L -(� - - { { 3988 GREENS PRAIRIE ROAD
0.543 ACRVVARIABLEI i COLLEGE STATION, TX 77845
f ,I WIDTH PSK E. i { I _ OFF: (979) 690-8833 I I VOL. -, PG. __ _ { I 1 FAX: (979) 690-6214
ft
�� �p y FILENAME: °vree ^s
EMAIL: todd@creekmeadows.net
FUTURE I t It ► { _ / j / P1A SCALE:1"=40'
1 I ,
SECTION 4 I:-! ' , ,
1 1 391 StANtIST LANE <77845> SUBMITTED DATE: MAY 18, 2009
1 , 1 PHASE .3B , {REVISIONS:
OSTIFF CE BOX 9253
0.543 ACRE VARIABLE/ { f { OLLE E�STATION TEXAS 77842 DRAWN BY: A.J.B.
WIDTH P.U.E. i { '
i { 1 1 Cl 11 rtnen meer.com CHECKED BY: BRAD KERR
1 VOL. PG. _ { 1 1 i g FIELD BOOK: 1 EL OK N/A PAGES: N/A
--_'------_'----------- - - - - ------- ►'-L` y ( FFICE-( 79)690-0329 RME CONSULTING ENGINEERS
N, \ / i i i { AX - I979) 690-0329 CLI202
NO. PROJECT NO.
XAS FIRM REGISTRATION No. F-004695 LQZ '- 031
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5.00' 5.00'
PROPERTY
O -LINE
(NI
I
10.00' 15' P.U.E.
__7R.O.W. LINE
HYDRANTS TO MEET FIRE PROTECTION REQUIREMENTS. A WATER HYDRAULIC STUDY WILL 1 r - - I - ---� oy-I SEE DETAIL A »
WITNESS my hand and official Seal, at my office in Bryan; Texas 1 ;_I
BE PROVIDED ILLUSTRATING SUCH. j �. „QQQ, __ I - �� - , , T)0. DETAIL A SIDE EASEMENT
--- ---=
- - _ io -___ _ '1 _ 110.00'
------------- 1 N .45'22'36" E .� --.... N ,�- -�.. N.T.S.
County Clerk 2. THE PROPOSED STREETS WILL BE CONSTRUCTED TO AN URBAN SECTION WITH i I I = --I - -- -- ---- ` _10 I
-_I _._a - --"'_--. N =_ _I` - _ -� N 45'22'36" E _
- �_ N _-
_.CONCRETE -CURB _AND BUTT€R=..INSTEAD--OF=-A--TYPIC- -RU A _ _ _ �_ __ _�� ___ . `�` - _ _ __ _.... _..-�.,. �_ _ __ __. _. __
C AL R L SECTION WhTf f 9PCN t �y - -
Brazos County, Texas _ I r i� = _ _-__ 1 c • - ----- ---- -__ '- _ Lt1_ 1- µ 1 { i
DRAINAGE DITCHES. THE STORMWATER RUNOFF IN THE STREETS WILL BE CAPTURED AND I -1 ER11 1 CA OF SURVEYOR
t M - --I TYPICAL SIDE I- - - I i T_ I_- - t d- 1 1
CONVEYED BY A STORM SEWER SYSTEM AND DISCHARGED INTO EXISTING OR PROPOSED j 1 ._a = EASEMENT -_ w = - w N co
DRAINAGE SYSTEMS. DETENTION FACILITIES WILL BE CONSTRUCTED TO CONTROL THE PEAK a - " I!O- N-" I--- = s-- { ATE 0 TEX S ('
SEE DETAIL A = _ _I 40
RUNOFF DISCHARGE TO PRE -DEVELOPMENT RATES. THE STREET AND DRAINAGE SYSTEM
WILL BE DESIGNED TO THE LATEST B CS UNIFIED DEVELOPMENT GUIDELINES STANDARDS, + ^ -^� - h
__ co- ,� • e- LINTY F B AZOS
AND SPECIFICATIONS. ALL PAVING AND DRAINAGE IMPROVEMENTS WILL BE INSPECTED AND f - - - _ _ ; ;ei I 33 I--- �+ - -� 20 P.U.E. I tj- ;... {
NF
MAINTAINED BY THE CITY OF COLLEGE STATION.- 1
i � moi" -1 +--` � ` _=I == `� � 1 � { I BRAD KERR .Registered Professional Land Surveyor No. 4502. in the State of Texas, hereby
t I _ rtify th.t this plat is true and correct and was prepared from an actual survey of the
3. SANITARY SEWER SERVICE FOR THIS SUBDIVISION WILL BE BY MEANS OF A GRAVITY ' I _ _110.00' --- _110.00' _ I -
I ^" -_ N 45°22'36" E - r - -_- { operty nd that property markers and monuments were placed under my supervision on the
COLLECTION SYSTEM DESIGNED IN ACCORDANCE WITH THE LATEST B/CS UNIFIED -- _45'22'36 E 7 - - ound.
DEVELOPMENT GUIDELINES, STANDARDS, AND SPECIFICATIONS. THIS GRAVITY COLLECTION �- - vii ^l+
SYSTEM WILL ULTIMATELY DISCHARGE TO A REGIONAL LIFT STATION THAT WILL PUMP V I _- I 13.07 + I
WASTEWATER TO AN EXISTING GRAVITY SANITARY SEWER SYSTEM LOCATED WITHIN THE
CASTLE GATE SUBDIVISION. ALL SANITARY SEWER CONSTRUCTION WILL BE INSPECTED AND o I { 9 ✓ i o_I hew_ 3
MAINTAINED BY THE CITY OF COLLEGE STATION. W I 20 P.U.E.
' L - -1 - - - _ tt7 O r I1` -1 + `` W`� {
I
4. ELECTRICAL SERVICE FOR THIS SUBDIVISION WILL BE PROVIDED BY BRYAN TEXAS = - - J U N ¢ _IL_ d ¢ N .. _. SECTION 1A __ -- ----_ __
UTILITIES (BTU). THE ELECTRICAL DISTRIBUTION SYSTEM WILL BE LOCATED IN THE 15 f _ i I- ` v o �' _._I F II_ { ` { AD'. KE ,RLS No. 4502
PUBLIC UTILITY EASEMENT LOCATED AT THE FRONT OF THE LOTS AND IN 10' PUBLIC ' _ _ r __. _ 110.00' L+�=a ( 1 PHASE ONE 1
, I I -. _-� 110.00' r --_ _ __ _ � _� -. -,_
UTILITY EASEMENTS AS REQUESTED BY BTU. - - - _ - I- - _ _ _ - _ VOL. SOZS, PG. a48
�'I N 42'16'32" E L -I
{ ��� - d -�__ N 42.04'45" E - { KERR SURVEYING, LLC
- - �- SURVEYED BY:
I �a� A=21.06' _ -_- 505 CHURCH STREET, P.O. BOX 269
�'� �l (� 1-=-- _j A=16.92' A=14.79' I 1 1 {
1= -- I - =- 1 1 COLLEGE STATION TEXAS 77841
' I { I { 38 f - _= PHONE (979) 268-3195
-11,06
15' P.U.E. 1 p I
15' P.U.E. j (0�I I v { M {
A, i 80.00' - -- _ L0 , O o ,:FINA P AT
_ _ _ 1 U 1`" s',,r,,dGi� -sC - _ __ { �.� -�-_� ►__ _ -- -� G`v� _``_.t ._ L-_ �
ti
.-I 40'58'17"
20_== II L
-��R_ J ) Jo �-- ► {
�I 1oWQ -�o 1I1
{
i{
�TION
OF
S 80.00
00- mut-lb ---40'587" E � 1- I- EK MEADOWS
8 _ w69.27V
20' P.U.E. 1 A
PHASE 4A
�M o
-0
Y� . LOTS 32-42, BLOCK 1
O (/) y i { { 0.725 AC. COMMON AREAg? •
;J,
' o ^a �� 'I 15 P.U.E. _ I 1
- - 0.175 AC. ROW DEDICATION
- TOTAL=3.855 ACRES
_-----'� -' - - -' - - -- U) i ( f SAMUEL DAVIDSON SURVEY, A-13
- - -s 123.77' 24.00' - - 1 1 COLLEGE STATION, BRAZOS COUNTY, TEXAS
24.00' 110.70' SURVEYED: MAY 23 2006
--
S 40 5817 W -- 134.70' �(�= S 40'58'17" W -- 147.77 '
• �� , { CLIENT INFORMATION
I 1 ��\/-------- ---- -- - EX. 16' P.U.E. I { L.P.
,._ - _. _ :� - -` -I t (VOL. 8 8, G.1248) CREEK MEADOWS PARTNERS,
1- - - -- - - - I L -(� - - { { 3988 GREENS PRAIRIE ROAD
0.543 ACRVVARIABLEI i COLLEGE STATION, TX 77845
f ,I WIDTH PSK E. i { I _ OFF: (979) 690-8833 I I VOL. -, PG. __ _ { I 1 FAX: (979) 690-6214
ft
�� �p y FILENAME: °vree ^s
EMAIL: todd@creekmeadows.net
FUTURE I t It ► { _ / j / P1A SCALE:1"=40'
1 I ,
SECTION 4 I:-! ' , ,
1 1 391 StANtIST LANE <77845> SUBMITTED DATE: MAY 18, 2009
1 , 1 PHASE .3B , {REVISIONS:
OSTIFF CE BOX 9253
0.543 ACRE VARIABLE/ { f { OLLE E�STATION TEXAS 77842 DRAWN BY: A.J.B.
WIDTH P.U.E. i { '
i { 1 1 Cl 11 rtnen meer.com CHECKED BY: BRAD KERR
1 VOL. PG. _ { 1 1 i g FIELD BOOK: 1 EL OK N/A PAGES: N/A
--_'------_'----------- - - - - ------- ►'-L` y ( FFICE-( 79)690-0329 RME CONSULTING ENGINEERS
N, \ / i i i { AX - I979) 690-0329 CLI202
NO. PROJECT NO.
XAS FIRM REGISTRATION No. F-004695 LQZ '- 031
'�E5k 0$
IS bq
I Lk
°a
I