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i SPRING CREEK GARDENS
I SUBDIVISIbN
j PHASE ; & F•.1;'..}_' .
02, Pt. f 19 i i 0.036 eA(,:
VOL.74 _ :
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COMMON AUA NO.1
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1117.30'
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P. I.I.E.
MIN. N. FF=271.50X 6961,
PfN44'5023,43"E-1 14.62'W
f1I
BLOCK 6
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21 0 3 24I)( -K 4 I 2 t� ;R I oo iftMIN. FF=271.50
N44'50'43E-112.76' I ;- Js,
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_
SPRING 'CREEK NJ3 20' P.U.E. I w
�.... TOWNIOMES I MIN. FF=271.50.
__._..._.._._�1N44 50
0 43 E-11 1
_._.._...� - -- _ __ ....... ..__. ..
PHA S -E .05' I
E 1B �43 -
SPRING CREEK VOL. 7402 4 I r
TOIPNHOMES SUBDIVISION PG. f 19 I MIN. FF=271,,251'
PH. f (lea th 1)i..1v
FOR REFERENCE:
NOR CORNER
OF 6 .18 ACRE TRACT
30' IPELINE EASEMENT_
VOL. 534, PG. 84
P ODUCERS GAS CO.
VOL. 5513, PG. 148 1 1 I N44'50''E 1 I a f w
& VOL. 6708, PG. 4 f I
L2 5 f
(-� MIN.
�� m sr r
FF=211
--- - .. _..... _.._._.._ _.._._.._. 00 i o �•*
-Z A r- - - - - - - - - - -, Cly O '� N44-50'4!5" E_-107.63' I r j r3s
m 1 10' P.U.E. , L3 '' IA --� �P S r r
0° 1 oil15 0 I C7 t t .g IN. FF=270.?5 o r 5
cn I
to f o i 50 25 0 50
f - j 7 - v._..._._. '`1 o4P•u.E r25"E-109.05' o� N44'50'4_3"E_-106.49'1
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r 5 P.U.E.
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N43'52'25"E-107.88' NI W of !-----_- 43"1=_ 107.1
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N44'50' )
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C71I 1 I BLOCK 6 ; GtS1
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- 0
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9 I b%' •� LIMITS (DRAINAGE REPORT)
c� �R, ..e TII�1. FF=270.00 0 ii7t� ij
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_ L 1_ .._i �s mss• �-D 1 �5 I N44'50 43' E` t08' 3' I f iii u 'l >s b., CT 100 -YEAR FLOODPLAIN
_ _
i L_ N43'52 25_'E 101_30 `� \ �`' I I25,51-"a,t
- - _ I Z I r a 10
x #, ' j t LIMITS (FEMA)
t i 4 I ° o I 11 p I N MIN. FF=270.00 I o i ti9NIs'R'j
O 10' P.U.E. I v I N44'50'4_3" - I 1`T Fi 5.71 f ACRES
�" ! 4 �i I E 109.
J N43'52'25"E_114.93_--,
1 O I = 0 09' i 1 F4 4c a h a
C� I t o ( �✓ 1 01 COLLEGE STATION
11 MARKETPLACE, L.P.
I rt �a}�a +r�r ��t t
1 : 1 C11 o I MIN. FF=269.75 c� I MIN. FF=269.75 I / z; " ) 6647/207
N43'52'25"E-103.61;,, �.. .� '� zo' P.U.E. yl N44'50' i` �' 20NFsD C-1
I - ---_ ;',` ro to' P.U.E. v "' VOL' 6961,_-
c,
961 1 43"E.109.75' I f 5 r ! NOT PLATTED
1
BLOCK -2 o PG.' 233 I i
jj .� g
I I i 1 FF=269.75 �{ r
1
N43'
'25"E- 106.30' � 1 l,350, MIN. FF=269.75 1 o t -' 7 i 2EI' '.U.E.
- - C7 i' 895 5' P.U.E. I P, o t r rl VI9�: 4328 PG. 164
O
C:) vim, I S I� N44'50 43_'E-1 12_221 0 .
1 l O! I MW. FF --269.75 5' P.U.E. „� I ��' t t 5f�_ _ -d
`. X43 a 52'25" r -P.U.E. .55
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• 1
MID rrs ,f;tE;i�_
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.tire_ -_ 1
0.022 AC. ,
iN
�-A
Ington Road",11
_=-_=-�. __..-__._._ _-.�-_-�-- ------,..--� .•`�; �- '� '�; �� Vol. 5 � � 3 ��- �
- , �. 14- 1.684 acres t
CERTIFICATE OF OWNERSHIP AND DEDICATION
STATE OF TEXAS
COUNTY OF BRAZOS
I, Wallace Phillips, Manager of Spring Creek CS Management, LLC, the General Partner of
Spring Creek CS Development, Ltd, a Texas limited partnership, on behalf of Spring
Creek CS Development, Ltd., the owner and developer of the 1.966 acre tract shown on
this plat and being a portion of the 62.18 acre tract conveyed to it in Volume 4712,
Page 260 of the official records of Brazos County, and designated herein as Spring
Creek Townhomes Subdivision, Phase 4, in the City of College Station, Texas, and whose
name is 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.
Spring Creek CS Development, Ltd.
By:' Spring Creek CS Management, LLC, its General Partner
By
Wallace Phillips, Manager
STATE OF TEXAS
LINE TABLE
COUNTY OF. BRAZOS
LENGTH
Before me, the undersigned authority,
known
on this day personally appeared Wallace Phillips
to me to be the person whose
acknowledged to me that he executed
name is subscribed to the foregoing instrument, and
the some for the
stated.
purpose and consideration therein
Given under hand
J__
my and seal on this
day of20-11
L4
50.88'
�lumtli
s.�61�*roZbE, GINGER L. URSO
Notary Public, State of Texas
,�e# LL11,
My Commission Expires
ary P - ic, Brazos County , Texas
September 05, 2007
C3
APPROVAL OF PLANNINGANDZONING COMMISSION
Chairman of the Planning and Zoning Commission of the City
of (lege Station, Texas, hereby cer�(fy t .at the attached plot was duly approved by the
Commission on the R_ day of _'� i 20.
METES AND BOUNDS DESCRIPTION
OF A 1.966 ACRE TRACT OF LAND
OUT OF THE ROBERT STEVENSON SURVEY, A-54
COLLEGE STATION
BRAZOS COUNTY, TEXAS
All that tract or parcel of land lying and being situated in Brazos County, Texas, and being
situated in the Robert Stevenson Survey, A-54, and being a part of the same 62.18 acre
tract of land described in a deed to Spring Creek CS Development, Ltd., as recorded in
Volume 4712, Page 260, of the Brazos County Official Records(B.C.O.R.), and being more
particuiarly described by metes and bounds as follows with ail control referred to the 1983
Texas State Plane Coordinate System, Lambert Projection, Central Zone:
BEGINJING at a 5/8" rod set for the north corner of this tract, also being a point on the
south,;ast line of Spring Creek Gardens Phase 2, also being South 4134'53" West, 643.24 feet
from I.he north corner of said 62.18 acre tract, also being in the northwest line of said 62.18
acre ,irgct, and having a Texas State Plane Coordinate Value of X= 3,575,851.61 (E), Y =
10,19.,311.18 (N), from which College Station Monument #138 bears S 69?40'02" E, 3224.52
feet;
THENCE South 45'09'17" East, a distance of 403.18 ,a i - -
feet severing sold bL.18 amore .trace to a
5/8" 'ran rod set for the east corner of this tract, also being the north corner of Spring
Creek Townhomes Subdivision, Phase 1, as recorded in Vol. 5513, Page 148, and Vol. 670,
Page 41, of the B.C.O.R.;
THENCE along the common line between this tract and said Spring Creek Townhomes
Subdivision Phase 1 for the following calls:
South 44'50'43" West, a distance of 115.55 feet to a 5/8" iron found for corner;
Around a curve to the right having a delta angle of 93'27'37", an are distance of 81.56 feet,
a radi!is of 50.00 feet, and a chord of South 2833'46" West, a distance of 72.81 feet to a
5/8" iron found for corner;
South 43'52'25" West, a distance of 127.01 feet to a 5/8" iron found for corner;
North 46'07'35" West, a distance of 100.00 feet to a 5/8" iron found for corner;
North 43'52'25" East, a distance of 50.04 feet to a 5/8" iron found for corner;
North 46'07'35" West, a distance of 139.46 feet to a 5/8" iron found for a west corner of
this tract;
North 41'34'53" East, a distance of 83.55 feet also being along the southeast line of Spring
Creek Townhomes Subdivision, Phase 1B to a 5/8" iron set for a point of curvature; -
THENCE along the common line between this tract and said Phase 1B for the following calls:
Aroun t a curve to the right having a delta angle of 91'12'21, an arc distance of 39.80 feet,
a radius of 25.00 feet, and a chord of North 87'11'03" East, a distance of 35.73 feet to a
5/8" i+ -on set for corner;
North 42'47'14" East, a distance of 50.00 feet to a 5/8" iron set for corner;
Around a curve to the left having a delta angle of 01'12'21 ", an arc distance of 5.79 feet, a
radius of 275.00 feet, and a chord of North 47'48'57" West, a distance of 5.79 feet to a
5/8" iron set for a point of tangency;
NOTES
! ES _-
1. THE BEARING SYSTEM SHOWN HEREON IS REFERRED TO THE NAD -83 TEXAS STATE PLANE
COORDINATE SYSTEM LAMBERT PROJECTION; CENTRAL ZONE, AND AS MONUMENTED ON THE
GROUND.
2. THIS PROPERTY IS CURRENTLY ZONED PLANNED DEVELOPMENT DISTRICT, (PDD).
3. THE FOLLOWING MERITORIOUS MODIFICATIONS ARE ALLOWED BY THE PDD ZONING:
A. THE PROPOSED BUILDING SETBACK LINE REQUIREMENTS FOR THIS SUBDIVISION ARE AS
FOLLOWS: 20' FRONT, 20' REAR, 15' SIDE STREET AND 5' SIDE.
4. A PORTION OF THIS TRACT IS WITHIN A SPECIAL FLOOD HAZARD AREA ACCORDING TO THE
FLOOD INSURANCE RATE MAP (F.I.R.M.), COMMUNITY PANEL NO. 48041CO205-D &. NO.
48041 CO201-D, EFFECTIVE DATE 2-9-2000. ALSO SHOWN IS THE FLOOD HAZARD AREA BASED
ON A DRAINAGE REPORT PREPARED FOR THIS PROJECT.
5. CURVE LENGTHS SHOWN ALONG THE BOUNDARY OR RIGHT-OF-WAY LINES ARE ARC LENGTHS.
6. OWNERSHIP OF THIS TRACT IS BY DEED, VOL 4712, PG. 260 OF THE .OFFICIAL DEED RECORDS
OF BRAZOS COUNTY, TEXAS.
7. THE COMMON AREAS WILL BE OWNED AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION.
8. THE MAXIMUM NUMBER OF ATTACHED TOWNHOUSE UNITS IS 12.
9. 5/8" IRON RODS WILL BE SET AT ALL PROPERTY AND LOT CORNERS AS REQUIRED BY THE
SUBDIVISION REGULATIONS OF THE CITY OF COLLEGE STATION.
10. THIS PROPERTY IS IN THE CITY'S 97-01 SEWER IMPACT FEE AREA. IMPACT FEES ARE DUE
WITH THE BUILDING PERMIT.
11. SOLID WASTE SERVICES WILL BE BY INDIVIDUAL TRASH CONTAINERS FOR EACH UNIT.
12. SUBDIVISION ELECTRICAL SERVICE:
A. THE DEVELOPER INSTALLS CONDUIT PER CITY SPECIFICATIONS AND
DESIGN.
B. THE DEVELOPER IS RESPONSIBLE FOR PROVIDING EASEMENTS TO
COVER ALL PRIMARY ELECTRIC SERVICE AND EQUIPMENT.
C. THE DEVELOPER IS RESPONSIBLE FOR PROVIDING AND INSTALLING
STREET LIGHTS PER CITY SPECIFICATIONS AND DESIGN.
D: THE DEVELOPER IS RESPONSIBLE FOR PROVIDING A 5' EASEMENT
TO COVER STREET LIGHT SERVICES WHERE THEY ARE NECESSARY.
LINE TABLE
LINE
LENGTH
BEARING
L1
50.04'
N43'52'25"E
L2
83.55'
1441'34'531
L3
50.00'
N42'47'14"E
L4
50.88'
N50'20' 14"W
METES AND BOUNDS DESCRIPTION
OF A 1.966 ACRE TRACT OF LAND
OUT OF THE ROBERT STEVENSON SURVEY, A-54
COLLEGE STATION
BRAZOS COUNTY, TEXAS
All that tract or parcel of land lying and being situated in Brazos County, Texas, and being
situated in the Robert Stevenson Survey, A-54, and being a part of the same 62.18 acre
tract of land described in a deed to Spring Creek CS Development, Ltd., as recorded in
Volume 4712, Page 260, of the Brazos County Official Records(B.C.O.R.), and being more
particuiarly described by metes and bounds as follows with ail control referred to the 1983
Texas State Plane Coordinate System, Lambert Projection, Central Zone:
BEGINJING at a 5/8" rod set for the north corner of this tract, also being a point on the
south,;ast line of Spring Creek Gardens Phase 2, also being South 4134'53" West, 643.24 feet
from I.he north corner of said 62.18 acre tract, also being in the northwest line of said 62.18
acre ,irgct, and having a Texas State Plane Coordinate Value of X= 3,575,851.61 (E), Y =
10,19.,311.18 (N), from which College Station Monument #138 bears S 69?40'02" E, 3224.52
feet;
THENCE South 45'09'17" East, a distance of 403.18 ,a i - -
feet severing sold bL.18 amore .trace to a
5/8" 'ran rod set for the east corner of this tract, also being the north corner of Spring
Creek Townhomes Subdivision, Phase 1, as recorded in Vol. 5513, Page 148, and Vol. 670,
Page 41, of the B.C.O.R.;
THENCE along the common line between this tract and said Spring Creek Townhomes
Subdivision Phase 1 for the following calls:
South 44'50'43" West, a distance of 115.55 feet to a 5/8" iron found for corner;
Around a curve to the right having a delta angle of 93'27'37", an are distance of 81.56 feet,
a radi!is of 50.00 feet, and a chord of South 2833'46" West, a distance of 72.81 feet to a
5/8" iron found for corner;
South 43'52'25" West, a distance of 127.01 feet to a 5/8" iron found for corner;
North 46'07'35" West, a distance of 100.00 feet to a 5/8" iron found for corner;
North 43'52'25" East, a distance of 50.04 feet to a 5/8" iron found for corner;
North 46'07'35" West, a distance of 139.46 feet to a 5/8" iron found for a west corner of
this tract;
North 41'34'53" East, a distance of 83.55 feet also being along the southeast line of Spring
Creek Townhomes Subdivision, Phase 1B to a 5/8" iron set for a point of curvature; -
THENCE along the common line between this tract and said Phase 1B for the following calls:
Aroun t a curve to the right having a delta angle of 91'12'21, an arc distance of 39.80 feet,
a radius of 25.00 feet, and a chord of North 87'11'03" East, a distance of 35.73 feet to a
5/8" i+ -on set for corner;
North 42'47'14" East, a distance of 50.00 feet to a 5/8" iron set for corner;
Around a curve to the left having a delta angle of 01'12'21 ", an arc distance of 5.79 feet, a
radius of 275.00 feet, and a chord of North 47'48'57" West, a distance of 5.79 feet to a
5/8" iron set for a point of tangency;
NOTES
! ES _-
1. THE BEARING SYSTEM SHOWN HEREON IS REFERRED TO THE NAD -83 TEXAS STATE PLANE
COORDINATE SYSTEM LAMBERT PROJECTION; CENTRAL ZONE, AND AS MONUMENTED ON THE
GROUND.
2. THIS PROPERTY IS CURRENTLY ZONED PLANNED DEVELOPMENT DISTRICT, (PDD).
3. THE FOLLOWING MERITORIOUS MODIFICATIONS ARE ALLOWED BY THE PDD ZONING:
A. THE PROPOSED BUILDING SETBACK LINE REQUIREMENTS FOR THIS SUBDIVISION ARE AS
FOLLOWS: 20' FRONT, 20' REAR, 15' SIDE STREET AND 5' SIDE.
4. A PORTION OF THIS TRACT IS WITHIN A SPECIAL FLOOD HAZARD AREA ACCORDING TO THE
FLOOD INSURANCE RATE MAP (F.I.R.M.), COMMUNITY PANEL NO. 48041CO205-D &. NO.
48041 CO201-D, EFFECTIVE DATE 2-9-2000. ALSO SHOWN IS THE FLOOD HAZARD AREA BASED
ON A DRAINAGE REPORT PREPARED FOR THIS PROJECT.
5. CURVE LENGTHS SHOWN ALONG THE BOUNDARY OR RIGHT-OF-WAY LINES ARE ARC LENGTHS.
6. OWNERSHIP OF THIS TRACT IS BY DEED, VOL 4712, PG. 260 OF THE .OFFICIAL DEED RECORDS
OF BRAZOS COUNTY, TEXAS.
7. THE COMMON AREAS WILL BE OWNED AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION.
8. THE MAXIMUM NUMBER OF ATTACHED TOWNHOUSE UNITS IS 12.
9. 5/8" IRON RODS WILL BE SET AT ALL PROPERTY AND LOT CORNERS AS REQUIRED BY THE
SUBDIVISION REGULATIONS OF THE CITY OF COLLEGE STATION.
10. THIS PROPERTY IS IN THE CITY'S 97-01 SEWER IMPACT FEE AREA. IMPACT FEES ARE DUE
WITH THE BUILDING PERMIT.
11. SOLID WASTE SERVICES WILL BE BY INDIVIDUAL TRASH CONTAINERS FOR EACH UNIT.
12. SUBDIVISION ELECTRICAL SERVICE:
A. THE DEVELOPER INSTALLS CONDUIT PER CITY SPECIFICATIONS AND
DESIGN.
B. THE DEVELOPER IS RESPONSIBLE FOR PROVIDING EASEMENTS TO
COVER ALL PRIMARY ELECTRIC SERVICE AND EQUIPMENT.
C. THE DEVELOPER IS RESPONSIBLE FOR PROVIDING AND INSTALLING
STREET LIGHTS PER CITY SPECIFICATIONS AND DESIGN.
D: THE DEVELOPER IS RESPONSIBLE FOR PROVIDING A 5' EASEMENT
TO COVER STREET LIGHT SERVICES WHERE THEY ARE NECESSARY.
LEGEND
PLAT BOUNDARY'
CURVE
TABLE
a radius of 625.00 feet, and a chord of North 49'22'41" West, a distance of 20.93 feet to a
5/8" iron set for a point of tangency,
- - PROPERTY LINE
CURVE
LENGTH
RADIUS
DELTA
TANGENT
CHORD
CHORD BEARING
C1
C2
81.56'
50.00'
93'27'37"
53.11'
72.81'
S28'33'46"W
C3
____q_9_ -8O'
25.00'
91' 12'21 "
25.53'
35.73'
N87-1 1'03"E
C4
5.79'
275.00'
1' 12'21 "
2.89'
5.79'
N47'48'57"W
C5
20.93'
625.00'
1'55'06"
10.46
20.93'
N49'22'41'W
C6
13.01'
30.77'
225.00'
3'18'49"
6.51'
13.01'
S45'33'22"E
C7
114.61
25.00'
5.0.00'
70'31'44"
131'20'13"
17.68'
110.58'
28.87'
91.12'
S08'38'05"E
C8
22.45'
50.00'
25"43'52"
11.42' 1
22.27'
S39'02'20"E
1N31'O1'59"W
C9
15.90:
275.00
3'18'49"
1 7.95'
15.90'
N45'33'22"W
METES AND BOUNDS DESCRIPTION
OF A 1.966 ACRE TRACT OF LAND
OUT OF THE ROBERT STEVENSON SURVEY, A-54
COLLEGE STATION
BRAZOS COUNTY, TEXAS
All that tract or parcel of land lying and being situated in Brazos County, Texas, and being
situated in the Robert Stevenson Survey, A-54, and being a part of the same 62.18 acre
tract of land described in a deed to Spring Creek CS Development, Ltd., as recorded in
Volume 4712, Page 260, of the Brazos County Official Records(B.C.O.R.), and being more
particuiarly described by metes and bounds as follows with ail control referred to the 1983
Texas State Plane Coordinate System, Lambert Projection, Central Zone:
BEGINJING at a 5/8" rod set for the north corner of this tract, also being a point on the
south,;ast line of Spring Creek Gardens Phase 2, also being South 4134'53" West, 643.24 feet
from I.he north corner of said 62.18 acre tract, also being in the northwest line of said 62.18
acre ,irgct, and having a Texas State Plane Coordinate Value of X= 3,575,851.61 (E), Y =
10,19.,311.18 (N), from which College Station Monument #138 bears S 69?40'02" E, 3224.52
feet;
THENCE South 45'09'17" East, a distance of 403.18 ,a i - -
feet severing sold bL.18 amore .trace to a
5/8" 'ran rod set for the east corner of this tract, also being the north corner of Spring
Creek Townhomes Subdivision, Phase 1, as recorded in Vol. 5513, Page 148, and Vol. 670,
Page 41, of the B.C.O.R.;
THENCE along the common line between this tract and said Spring Creek Townhomes
Subdivision Phase 1 for the following calls:
South 44'50'43" West, a distance of 115.55 feet to a 5/8" iron found for corner;
Around a curve to the right having a delta angle of 93'27'37", an are distance of 81.56 feet,
a radi!is of 50.00 feet, and a chord of South 2833'46" West, a distance of 72.81 feet to a
5/8" iron found for corner;
South 43'52'25" West, a distance of 127.01 feet to a 5/8" iron found for corner;
North 46'07'35" West, a distance of 100.00 feet to a 5/8" iron found for corner;
North 43'52'25" East, a distance of 50.04 feet to a 5/8" iron found for corner;
North 46'07'35" West, a distance of 139.46 feet to a 5/8" iron found for a west corner of
this tract;
North 41'34'53" East, a distance of 83.55 feet also being along the southeast line of Spring
Creek Townhomes Subdivision, Phase 1B to a 5/8" iron set for a point of curvature; -
THENCE along the common line between this tract and said Phase 1B for the following calls:
Aroun t a curve to the right having a delta angle of 91'12'21, an arc distance of 39.80 feet,
a radius of 25.00 feet, and a chord of North 87'11'03" East, a distance of 35.73 feet to a
5/8" i+ -on set for corner;
North 42'47'14" East, a distance of 50.00 feet to a 5/8" iron set for corner;
Around a curve to the left having a delta angle of 01'12'21 ", an arc distance of 5.79 feet, a
radius of 275.00 feet, and a chord of North 47'48'57" West, a distance of 5.79 feet to a
5/8" iron set for a point of tangency;
NOTES
! ES _-
1. THE BEARING SYSTEM SHOWN HEREON IS REFERRED TO THE NAD -83 TEXAS STATE PLANE
COORDINATE SYSTEM LAMBERT PROJECTION; CENTRAL ZONE, AND AS MONUMENTED ON THE
GROUND.
2. THIS PROPERTY IS CURRENTLY ZONED PLANNED DEVELOPMENT DISTRICT, (PDD).
3. THE FOLLOWING MERITORIOUS MODIFICATIONS ARE ALLOWED BY THE PDD ZONING:
A. THE PROPOSED BUILDING SETBACK LINE REQUIREMENTS FOR THIS SUBDIVISION ARE AS
FOLLOWS: 20' FRONT, 20' REAR, 15' SIDE STREET AND 5' SIDE.
4. A PORTION OF THIS TRACT IS WITHIN A SPECIAL FLOOD HAZARD AREA ACCORDING TO THE
FLOOD INSURANCE RATE MAP (F.I.R.M.), COMMUNITY PANEL NO. 48041CO205-D &. NO.
48041 CO201-D, EFFECTIVE DATE 2-9-2000. ALSO SHOWN IS THE FLOOD HAZARD AREA BASED
ON A DRAINAGE REPORT PREPARED FOR THIS PROJECT.
5. CURVE LENGTHS SHOWN ALONG THE BOUNDARY OR RIGHT-OF-WAY LINES ARE ARC LENGTHS.
6. OWNERSHIP OF THIS TRACT IS BY DEED, VOL 4712, PG. 260 OF THE .OFFICIAL DEED RECORDS
OF BRAZOS COUNTY, TEXAS.
7. THE COMMON AREAS WILL BE OWNED AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION.
8. THE MAXIMUM NUMBER OF ATTACHED TOWNHOUSE UNITS IS 12.
9. 5/8" IRON RODS WILL BE SET AT ALL PROPERTY AND LOT CORNERS AS REQUIRED BY THE
SUBDIVISION REGULATIONS OF THE CITY OF COLLEGE STATION.
10. THIS PROPERTY IS IN THE CITY'S 97-01 SEWER IMPACT FEE AREA. IMPACT FEES ARE DUE
WITH THE BUILDING PERMIT.
11. SOLID WASTE SERVICES WILL BE BY INDIVIDUAL TRASH CONTAINERS FOR EACH UNIT.
12. SUBDIVISION ELECTRICAL SERVICE:
A. THE DEVELOPER INSTALLS CONDUIT PER CITY SPECIFICATIONS AND
DESIGN.
B. THE DEVELOPER IS RESPONSIBLE FOR PROVIDING EASEMENTS TO
COVER ALL PRIMARY ELECTRIC SERVICE AND EQUIPMENT.
C. THE DEVELOPER IS RESPONSIBLE FOR PROVIDING AND INSTALLING
STREET LIGHTS PER CITY SPECIFICATIONS AND DESIGN.
D: THE DEVELOPER IS RESPONSIBLE FOR PROVIDING A 5' EASEMENT
TO COVER STREET LIGHT SERVICES WHERE THEY ARE NECESSARY.
CERTIFICATE OF CITY ENGINEER
City Engineer of the City of College Station, Texas,
hereby certify that this Subdivision conforms to the requirements of the Subdivision
Regulations of the City of College Station, Texas.
Cit ngineer ��
e `�;+9R q�;� p
LEGEND
PLAT BOUNDARY'
Around a curve to the left having a delta angle of 01'55'06", an arc distance of 20.93 feet,
STATE OF TEXAS
a radius of 625.00 feet, and a chord of North 49'22'41" West, a distance of 20.93 feet to a
5/8" iron set for a point of tangency,
- - PROPERTY LINE
As n
• PROPERTY CORNER
North 50'20'14" West, a distance of 50.88 feet to a 5/8" iron set for a west corner of this
tract, also being a point on the southeast line of said Spring Creek Gardens Phase 2, also
being
EXISTING EASEMENT LINE
n point on the northwest i
line of said 62.18 acre tract;
- - - - - - - - - - - PUBLIC UTILITY EASEMENT LINE
THENCE North 41'34'53" East, a distance of 120.04 feet to the PLACE OF BEGINNING
COMMON AREA
containing 1.966 acres.
CIVIL ENGINEERING & DESIGN -BUILD SERVICES
CERTIFICATE OF SURVEYOR
1
Cabbi
L: BOUNDARY�(DRAINAGE REPORT)
STATE OF TEXAS
100 -YEAR FLOODPLAIN
COUNTY OF BRAZOS
BOUNDARY (FEMA)
1 Dante, _ .
, Carloma no Registered P a.
9 Public Surve o_
9 r No. 15b2, m the eta ti
Y r.e of Texas, hereby
certify that this is true
(979) 764-7743 Fax: 979 764-7759
( )
plat and correct and was prepared from an actual survey of the _
property and that the property markers and monuments were placed under
'f BASE FLOOD ELEVATION
the ground. my supervision on
MIN. FF=270.00 MINIMUM FINISHED FLOOR ELEVATION
CERTIFICATE OF CITY ENGINEER
City Engineer of the City of College Station, Texas,
hereby certify that this Subdivision conforms to the requirements of the Subdivision
Regulations of the City of College Station, Texas.
Cit ngineer ��
e `�;+9R q�;� p
North 48'25'07" West, a distance of 119.01 feet to a 5/8" iron set for a point of curvature;
CERTIFICATE OF THE COUNTY CLERK
Around a curve to the left having a delta angle of 01'55'06", an arc distance of 20.93 feet,
STATE OF TEXAS
a radius of 625.00 feet, and a chord of North 49'22'41" West, a distance of 20.93 feet to a
5/8" iron set for a point of tangency,
COUNTY OF BRAZOS
As n
t, v0'��QiYL._ County Clerk, in and for said county, do hereby certify
thatitF�IS�plqTgether
North 50'20'14" West, a distance of 50.88 feet to a 5/8" iron set for a west corner of this
tract, also being a point on the southeast line of said Spring Creek Gardens Phase 2, also
being
wi I certificates of authentication was filed for record In my
office the 1�_ day of
n point on the northwest i
line of said 62.18 acre tract;
_ 20�_�_ , in the Deed Records of Brazos
County, Texas, in Volume c:�35 Page .7a�__,
THENCE North 41'34'53" East, a distance of 120.04 feet to the PLACE OF BEGINNING
WITNESS my hand and official Seal, at my office in Bryan, Texas.
containing 1.966 acres.
CIVIL ENGINEERING & DESIGN -BUILD SERVICES
CERTIFICATE OF SURVEYOR
_
County Clerk ��
Cabbi
Brazos Texas
STATE OF TEXAS
jCounty,
K
COUNTY OF BRAZOS
GJ
1 Dante, _ .
, Carloma no Registered P a.
9 Public Surve o_
9 r No. 15b2, m the eta ti
Y r.e of Texas, hereby
certify that this is true
(979) 764-7743 Fax: 979 764-7759
( )
plat and correct and was prepared from an actual survey of the _
property and that the property markers and monuments were placed under
the ground. my supervision on
Iw!I+=
Q F Bk ir`r,1 P!3
tjl.E�`u`.:�, zt LIFE` .,t_IL, ; 103
+�
W®• ante C rlom gno, R.P.LS. No. 1
DANTE MILOMCNO
4 1562 - -
1
CERTIFICATE OF CITY ENGINEER
City Engineer of the City of College Station, Texas,
hereby certify that this Subdivision conforms to the requirements of the Subdivision
Regulations of the City of College Station, Texas.
Cit ngineer ��
e `�;+9R q�;� p
Hied ied f ar
BRAZOS COUNTY, TEXAS
SCALE: 1 "=50'
MAY, 2006 (REVISED)
REVISED APRIL, 2007
As n
REVISED MAY,, 2007
Flats
OCLIMent Number.. €109 5834
ENGINEER:
Amid {n , C8Al_i
L-
* C1M D' MOP- MEW, &•
R €:ipt Ikift!ber
CIVIL ENGINEERING & DESIGN -BUILD SERVICES
9% y
Ginger L. Urso, P.E.
2033 Harvey Mitchell Parkway South
Cabbi
College Station, Texas 77840
_ 1 AH E OF TEXAS
...
t:lll_NTY U R, 7 M
T herr= F CI=.ASU:
by cert;ifv that this igEtrEl�teI1F
P.O. Box 11929, College Station, Texas 77842
-
L
fled lir the date and timii=
(979) 764-7743 Fax: 979 764-7759
( )
striffpen herein h
and n nL11y ret rrn to thethe IIS LI;i9e
Elf Ufi' i I 'I ' and Page
'If1_
I,
1 racarld_ of
2WCt_e -01 NTE
v's Stamped hereon b, Me.
,Jun Q I _:I 0 f
HONORABLE KAREN I'#1.:t-�L1EENt COUNTY CLERK
B TUC
COUNT YI
SPRING CREEK TOWNHOMES
SUBDIVISION -PHASE 4
1.966 ACRES
BLOCK 1, LOTS 8 THRU 15
BLOCK 6, LOTS 1 THRU 12
ROBERT STEVENSON SURVEY, A-54
COLLEGE STATION,
BRAZOS COUNTY, TEXAS
SCALE: 1 "=50'
MAY, 2006 (REVISED)
REVISED APRIL, 2007
REVISED MAY,, 2007
OWNER/DEVELOPER:
ENGINEER:
Spring Creek CS Development Ltd
4490 Castlegate Drive
L-
* C1M D' MOP- MEW, &•
College Station, TX 77845
CIVIL ENGINEERING & DESIGN -BUILD SERVICES
SURVEYOR:
Ginger L. Urso, P.E.
2033 Harvey Mitchell Parkway South
Dante Carlomagno, RPLS No. 1562
College Station, Texas 77840
CARLOMAGNO Surveying, Inc.
...
2714 Finfeather Road
Bryan TX 77801
P.O. Box 11929, College Station, Texas 77842
(979) 775-2873
(979) 764-7743 Fax: 979 764-7759
( )