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10' WILLIAMS
COMMUNICATIONS EASEMENT
Vol. 3736, Pg. 228
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50' CITGO
PIPELINE EASEME/ /
Vol. 3440, Pg
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8.96' ,r l ' r', la! 533
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10' INLET
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W i 8" PIPE i 5" I '
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0' P.U.E. 88
P x'41 25.82
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5 GTE ,: r
s 1
S ,:
� e � � � s �- µ- �- ----,� P
ROUND � s s
UNDERG _ 2
CONDUIT - _ z t �� .
EASEMENT� 4 7'Qt�: (7UTT a - 4 ,
771/005 °° t 3
Greens Pradrie
W/ S.E.T.'S
- 320 --- --40' GTE UNDERGROUND CONDUIT
II ___ EASEMENT, 745/838
EXISTING
CULVERT
.1 30 1 .1
SCALE IN FEET
NOTES:
1. THE BEARING SYSTEM SHOWN HEREON IS REFERRED TO THE NAD -83 TEXAS STAT
PLANE COORDINATE SYSTEM LAMBERT PROJECTION, CENTRAL ZONE, AND AS MONUMEI
ON THE GROUND.
2. THE PROPOSED BUILDING SETBACK LINE REQUIREMENTS FOR SECTION 6 ARE AS
FOLLOWS: 20' FRONT, 20' REAR, 15' SIDE STREET AND 7.5' SIDE.
3. THIS PROPERTY IS CURRENTLY ZONED PLANNED DEVELOPMENT DISTRICT (PDD) AN
PLANNED DEVELOPMENT DISTRICT HOUSING (PDD -H). THE MINIMUM LOT SIZE IS 60C
SQUARE FEET AND THE MINIMUM LOT DEPTH IS 100' FEET. VARIABLE LOT WIDTHS A
REQUESTED FOR SECTION 6. THE MINIMUM LOT WIDTH AT THE STREET RIGHT -OF -W/
40' FEET. THE LOTS WILL MEET THE REQUIREMENTS OF R -1 ZONING UNLESS SPECI
OTHERWISE.
4. THE TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA.
5. A PORTION OF THIS TRACT IS WITHIN A SPECIAL FLOOD HAZARD AREA ACCORDING
THE FLOOD INSURANCE RATE MAP (F.I.R.M.), COMMUNITY PANEL NO. 48041 CO205 D,
EFFECTIVE DATE 2 -9 -2000.
6. CURVE LENGTHS SHOWN ALONG THE BOUNDARY OR RIGHT -OF -WAY LINES ARE AR(
LENGTHS.
7. SUBDIVISION ELECTRICAL SERVICE:
A. THE DEVELOPER INSTALLS CONDUIT PER CITY SPECIFICATIONS AND
DESIGN.
B. THE DEVELOPER IS RESPONSIBLE FOR PROVIDING 30 FEET OF #4 RIGID
CONDUIT FOR RISER POLE(S). DEVELOPER INSTALLS FIRST 10 FEET; CITY
- - INSTALLS THE REMAINDER.
PER CITY SPECIFICATIONS AND DESIGN.
D. THE DEVELOPER IS RESPONSIBLE FOR INSTALLING CITY- PROVIDED PULL BOX
AS PER CITY SPECIFICATIONS AND DESIGN.
E. THE DEVELOPER WILL PROVIDE A TEMPORARY BLANKET EASEMENT FOR
CONSTRUCTION PURPOSES.
F. THE DEVELOPER IS RESPONSIBLE FOR PROVIDING EASEMENTS FOR ELECTRIC
INFRASTRUCTURE AS INSTALLED FOR ELECTRIC LINES, INCLUDING STREET
LIGHTING.
G. THE DEVELOPER IS RESPONSIBLE FOR INSTALLING
STREET LIGHTS PER CITY SPECIFICATIONS AND DESIGN.
8. THE COMMON ARENS WILL BE MAINTAINED BY A HOME OWNER'S ASSOCIATION (HOA)
9. DEVELOPMENT OF SECTION 6 IS CONTINGENT UPON THE DEVELOPMENT OF SECTION
PHASE 2.
10. THE DEVELOPMENT IS LOCATED WITHIN THE SPRING CREEK SANITARY SEWER IMPAC
FEE AREA 97 -01. IMPACT FEES FOR SANITARY SEWER WILL BE DUE AT THE TIME OF
FILING THE FINAL PLAT.
LINE TABLE
EXISTING CONTOUR (MAJOR)
LENGTH
- -
- IDGSTING CONTOUR (MINOR)
149.60'
PLAT BOUNDARY
L2
ROW LINE
S40 26'46 - W
ZONING BOUNDARY
45
EDGE OF PAVEMENT LINE
- -
PROPERTY LINE
N56'31'58W
PROPERTY CORNER
- - - -' - - - - - -
- PUBLIC UTILITY EASEMENT LINE
- E -E-
EXISTING OVERHEAD ELECTRICAL LINE
S - s
PROPOSED SANITARY SEVER LINE
W -$
PROPOSED WATER LINE
L8
PROPOSED STORM SEWER LINE
S33'28'O2' W
FLOW DIRECTION
-o� FH
FIRE HYDRANT
L10
SANITARY SEWER MANHOLE
�
STORM SEWER INLET
49.52'
100 -YEAR FLOODPLAIN LIMIT
L12
(PER FEMA)
- - - - -
- rLOODWAY LIMITS
NOTES:
1. THE BEARING SYSTEM SHOWN HEREON IS REFERRED TO THE NAD -83 TEXAS STAT
PLANE COORDINATE SYSTEM LAMBERT PROJECTION, CENTRAL ZONE, AND AS MONUMEI
ON THE GROUND.
2. THE PROPOSED BUILDING SETBACK LINE REQUIREMENTS FOR SECTION 6 ARE AS
FOLLOWS: 20' FRONT, 20' REAR, 15' SIDE STREET AND 7.5' SIDE.
3. THIS PROPERTY IS CURRENTLY ZONED PLANNED DEVELOPMENT DISTRICT (PDD) AN
PLANNED DEVELOPMENT DISTRICT HOUSING (PDD -H). THE MINIMUM LOT SIZE IS 60C
SQUARE FEET AND THE MINIMUM LOT DEPTH IS 100' FEET. VARIABLE LOT WIDTHS A
REQUESTED FOR SECTION 6. THE MINIMUM LOT WIDTH AT THE STREET RIGHT -OF -W/
40' FEET. THE LOTS WILL MEET THE REQUIREMENTS OF R -1 ZONING UNLESS SPECI
OTHERWISE.
4. THE TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA.
5. A PORTION OF THIS TRACT IS WITHIN A SPECIAL FLOOD HAZARD AREA ACCORDING
THE FLOOD INSURANCE RATE MAP (F.I.R.M.), COMMUNITY PANEL NO. 48041 CO205 D,
EFFECTIVE DATE 2 -9 -2000.
6. CURVE LENGTHS SHOWN ALONG THE BOUNDARY OR RIGHT -OF -WAY LINES ARE AR(
LENGTHS.
7. SUBDIVISION ELECTRICAL SERVICE:
A. THE DEVELOPER INSTALLS CONDUIT PER CITY SPECIFICATIONS AND
DESIGN.
B. THE DEVELOPER IS RESPONSIBLE FOR PROVIDING 30 FEET OF #4 RIGID
CONDUIT FOR RISER POLE(S). DEVELOPER INSTALLS FIRST 10 FEET; CITY
- - INSTALLS THE REMAINDER.
PER CITY SPECIFICATIONS AND DESIGN.
D. THE DEVELOPER IS RESPONSIBLE FOR INSTALLING CITY- PROVIDED PULL BOX
AS PER CITY SPECIFICATIONS AND DESIGN.
E. THE DEVELOPER WILL PROVIDE A TEMPORARY BLANKET EASEMENT FOR
CONSTRUCTION PURPOSES.
F. THE DEVELOPER IS RESPONSIBLE FOR PROVIDING EASEMENTS FOR ELECTRIC
INFRASTRUCTURE AS INSTALLED FOR ELECTRIC LINES, INCLUDING STREET
LIGHTING.
G. THE DEVELOPER IS RESPONSIBLE FOR INSTALLING
STREET LIGHTS PER CITY SPECIFICATIONS AND DESIGN.
8. THE COMMON ARENS WILL BE MAINTAINED BY A HOME OWNER'S ASSOCIATION (HOA)
9. DEVELOPMENT OF SECTION 6 IS CONTINGENT UPON THE DEVELOPMENT OF SECTION
PHASE 2.
10. THE DEVELOPMENT IS LOCATED WITHIN THE SPRING CREEK SANITARY SEWER IMPAC
FEE AREA 97 -01. IMPACT FEES FOR SANITARY SEWER WILL BE DUE AT THE TIME OF
FILING THE FINAL PLAT.
LINE TABLE
LINE
LENGTH
BEARING
L1
149.60'
S40'42'23"W
L2
111.23'
S40 26'46 - W
_L
45
N56`31'58 W_
L4
31.16'
N56'31'58W
L5
32.71'
N56'31'58"W
L6
24.91'
N42'29'47W
L7
37.95'
N56'31'58"W
L8
19.99'
S33'28'O2' W
L9
19.99'
N33'28'02 "E
L10
24.91'
S7 - E
L11
49.52'
S56'31'58 "E
L12
44.01' I
S68- 04'52"W
L13 1
28.30' I
N01'22'091W
Castlegate Subdivision
Future ection 7
Zoned /PDD -V
;4�1 X02 02
i N
si
Ca t egate Subdivision
e Section 5,
Phase 2
20' SEMINOLE PIPELINE EASEMENT
1022/807
4' PIPELINE. 1440 PSI MAX-
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
TANGENT
CHORD
CHORD BEARING
C1
32.18'
50.00'
36'52'21"
16.67'
31.63'
S51'55'09"W
C2
42.48'-
25.00'
9722'02"
28.44'
37.55'
N0750'56"W
C3
36.75'
150.00'
14'02'10"
18.47'
36.65'
S49 °30'52 'E
C4
36.75'
150.00'
1402'10"
18.47'
36.65'
N49'30'52"W
C5
39.27'
25.00'
90'00'00"
25.00'
35.36'
S78'28'02"W
C6
58.57'
100.00'
3333'26"
30.15'
57.74'
S16'41'19"W
C7
215.65'
50.00'
24706'53"
75.38'
83.33'
S56 °31'58 "E
C8
58.57'
100.00'
33'33'26"
30.15'
57.74'
N50`1 4'46 "E
C
39.27'
25.00'
90'00
25.00'
35.36'
N1 1
C10
49.21'
25.00'
112 746'13"
37.61'
41.64'
S67'04'56"W
C11
18.83'
100.00'
10'47'14"
9.44'
18.80'
S05'18'13"W
C12
215.65'
50.00'
24TOV53"
75.38'
83.33'
S56'31'58 "E
C13
18.83'
100.00'
10'47'14"
9.44'
18.80'
N61'37'52 "E
C14
49.21'
25.00'
112'46'12"
37.61'
41.64'
N00'08'51 "W
C15
30.77'
25.00'
70'31'44"
17.68'
28.87'
S88'12'11"W
C16
140.10'
50.00'
160'32'39"
291.66'
98.56'
S46'47'22 "E
C17
46.35'
50.00'
53'06'43"
24.99'
44.71'
N83'05'1 9W
C18
36.75'
150.00'
1402'10"
18.47'
36.65'
S63'33'03 "E
C19
C20
36.75'
150.00'
1402'10"
18.47'
36.65'
N63'33'03"W
36.06'
25.00'
82'37'58"
21.98
33.01'
NBT09'03 "E
2 � � � � � � � F; f b �`` �. ? PLA - 3 T 9 '� �.r�. L # '"t.
i
NO T FOR RECO
VICINITY MAP
O�
0
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o ff-
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Future State Highway 40 Alignme
oa
¢ o
Qt 0
G�
N
PROJECT CIIrry l[ Ewrs
LOCA7111ON NOT TO Scux
BLOCK 1, LOTS 1 -10 -1
BLOCK 2, LOTS 1 -13
ROBERT STEVENSON
SURVEY A -54
COLLEGE STATION, BRAZOS
,
COUNTY, TEXAS
SCALE: 1 =60
APRIL, 2005
REVISED MAY, 2005
OWNER /DEVELOPER
ENGINEER:
Greens Prairie Investors, Ltd.
by Greens Prairie Associates, LLC
T
4490 Castlegate Drive
CON
College Station, TX 77845
SURVEYOR:
General Contractor<,
Dante Carlornagno, RPLS No. 1562
Ginger L. Urso, P.E.
CARLOMAGNO Surveying, Inc.
1707 Graham Road
2714 Finfeather Road
Bryan TX 77801
College Station, Texas 7784:
(979) 775 -2873
(979) 764 -7743
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1 N 48° 05' W 1003.27 7 S 56° 31' 58" E 1038.55
2 N 33° 28' 02" E 172.37 8 S 40° 42' 23" W 149.6
3 S 56° 31' 58" E 45 9 S 40° 50' 24" W 293.38
4 N 51° 55' 09" E, ch 31.63, r 50 R 10 S 40° 26' 46" W 111.23
5 N56 °31'58 "W31.16
6 N 33° 28' 02" E 200.07