HomeMy WebLinkAboutCastlegate Sec9 Blk1 Lt1; Blk2 Lts1-49; Blk3 Lts1-5 PPCURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
TANGENT
CHORD
CHORD BEARING
C1
81.62'
500.00'
9"21'09"
40.90'
81.53'
S39"44'03"W
C2
204.85'
833.12'
14"05' 18"
102.95'
204.34'
S42"06'07"W
C3
963.84'
828.12'
66°41'09"
544.86'
910.35'
S82"29'21 "W
C4
249.16'
630.00'
22"39'36"
126.23'
247.54'
N52°50' 17"W
C5
202.34'
420.00'
27*36' 10"
103.17'
200.39'
N55° 18'34"W
C6
38.60'
25.00'
88*28' 12"
24.34'
34.88'
S66"39' 14"W
C7
699.93'
2035.00'
19°42'24"
353.46'
696.48'
S32'16'20"W
C8
78.13'
1965.00'
2'16'41"
39.07'
78.12'
S39"03'52"W
C9
19.09'
475.00'
2° 18' 10"
9.55'
19.09'
S22"02'25"W
C10
35.43'
525.00'
3"52'00"
17.72'
35.42'
S25"07'30"W
C11
233.73'
1965.00'
6°48'55"
117.00'
233.60'
N22"46'00"E
C 12
38.60'
25.00'
88'28' 12"
24.34'
34.88'
S24"52'33"E
C 13
231.24'
480.00'
27*36' 10"
1 17.91 '
229.02'
S55° 18'34"E
C14
225.43'
570.00'
22"39'36"
114.21'
223.96'
S52"50'17"E
C15
119.63'
768.12'
8"55'24"
59.93'
119.51'
S68°37'46"E
C16
956.98'
763.12'
71`51'03"
552.93'
895.50'
N70°59'00"E
C17
93.04'
570.00'
9*21'09"
46.63'
92.94'
N39°44'03"E
C25
82.43'
505.00'
9"21'09"
41.31'
82.34'
S39'44'03"W
C26
203.62'
828.12'
14°05' 18"
102.33'
203.11 '
S42°06'07"W
C27
159.70'
1965.00'
4°39'24"
79.90'
159.66'
N39°47'50"E
C29
21.03'
25.00'
48"11'23"
11.18'
20.41'
N80°16'00"W
C30
241.19'
50.00'
276'22'46"
44.72'
66.67'
N33°4941 "E
C31
21.03'
25.00'
48*11'23"
11.18'
20.41'
S32"04'38"E
C32
39.27'
25.00'
90"00'00"
25.00'
35.36'
N78°49'41 "E
C33
39.27'
25.00'
90°00'00"
25.00'
35.36'
N 11' 10' 19"W
C34
21.03'
25.00'
48` 1 1 '23"
11.18'
20.41'
N80' 16'00"W
C35
241.19'
50.00'
276°22'46"
44.72'
66.67'
N33°49'41 "E
C36
21.03'
25.00'
48'11'23"
11.18'
20.41'
S32°04'38"E
C37
43.91'
25.00'
100"38' 11 "
30.13'
38.48'
N73"30'36"E
C38
62.03'
525.00'
6'46' 1 1 "
31.05'
61.99'
S30"26'36"W
C39
39.27'
25.00'
90°00'00"
25.00'
35.36'
S11*10'19"E
C40
38.97'
25.00'
89° 18'54"
24.70'
35.14'
N79° 10' 14"E
C41
285.98'
1965.00'
8"20'20"
143.24'
285.73'
N30°20'37"E
C42
963.25'
768.12'
71'51'03"
556.55'
901.36'
N70°59'00"E
C43
92.23'
565.00' 1
9°21'09"
46.22' 1
92.12'
N39-44'03"E
LINE TABLE
LINE
LENGTH
BEARING
L1
5.00'
N40"51'14"W
L3
50.00'
S66'48'30"E
L4
70.00'
S70"38'27"E
L5
5.00'
N 16"54'32"E
L6
70.00'
S45°35'23"E
4t
t ®7�•
\ STORM INLET
\ ST RM PIPE
3,6" RCP
` MPORARY DRAINAGE
CASTLEGATE BDIVISION CHA NEL (TRAPEZOIDAL) ,
FUTURE DEVEL PMENT o.14 H S14E SO MIN. DEPTH
SECTION 1� \,
IN,
�-A /
0 /
/
e�
1 \ \ ...
1 i s N/F`UE
\ { \ iv
15" EXISTING SEWER UNE LZ/1
I I \ \
�TERLINE -•••- ' y f,/J��
8' CONCRETE P) `TH
(APPROXIMATE LOCATION 2-5'x4' BOX ULVE
FUTURE 35' WIDE RESTRI TED � TS & S `} \ -` -" - �
OPEN SPACE RESERVE �.� / 1 _ 54+1°30'29°E 128 30, "= r r ;..,; .:. W'12 ° _ 01?
I �r wiz -12 w z - GP
k -r.
/ \ \ -.a---L ` SA
15" SEWEf LINE
/ N-
ST ST T ST
1
,2s rl a /'r 60.
g 3
r
P.U.E.
WIDTH VARIES
e< STORM INLET
STORM PIPE
!J 36" RCP
5' P.U.E. I � \,, 4' SIDEWALK
\ ,
STORM PIPE
I 55. 5 �' \� \ t 27" RCP e
STORM
49 \\ �� JUNCTION BOX
STORM PIPE
48 acc \ d� �. p ° �oJ'32P� \ .O ` o ° T 36" RCP
55.0 ` 8" WATERLINE
550'' \ w \� 1 I
LOCK 2 N o v v p�� 5' P.U.E. \45 o v
Z NING
BNDARY 44 7/124SIDEWALKu
,
\ 10' P.U.E. \ 43 d 4. � ` \
' \ 1 �\�c► N\ " WATERLINE-�3`s�'� /� N' \\ ?�
lip
_ -5`•� �- 1 /_ `P STORM PIPE p
1P d oo \� -s-6 .4�\ , N' 27" RCP
4y
\ ,� 27�Le
, STORM PIPE
27" RCP \ 3 50' \ \ t-
P
8" SEWER LINE 3
N TORM INLET J ' I '� S3 � \ � -5� �i' CO �.�• W� •(i \` \ STORM INLET � \ \ �„
PPVEMoNj STORM INLET
°
I 1�
8�8 � � � \ � d• o, � � 5' P.U. i
en ; °\ f!j• �Z6 J.i Ro - 27-7,. N 28a' .Ep156 \ G 5
137-Off, \
1 / 7' 50' /" s_6�' \ 3 0\ f 2 5' P.U.E.
' \ \ a o• \ t Nit^' \ 2 S ORM PIPE
6s Y \ 27" RCP
20' P.U.E. � 25R s-6 .,��� ` \\ 5' .U.E.3 0 �\� 3 N\ ,�` - �03 \
5' P.U.E. �j ''
1 40'R 25'R s-6 �}-' \�� \\ °'a N\ t \ �- ' -° b BLOCK 3 t� 70'
ti s- N r o \ 31 1 e5 p0 G 01g/ �� \ o
�\ \o
N41 °30'29 W � 128. 0'
----- ----
' �''7 ORM JUNCTION I OX
3TOR PPE,,
RCP
LINE
42" RCP
4'x2' BOX CULVERT
STORM INLET
6 SEWE12 LINE \\ M\ N 3 STORM
STORM PIPE \\ `,� JUNCTt
33 BOCK"WATERLINE 3 4' SIDEWALK 24" )RCP \ ` r BOX
a s-g t
I 3 /' ' � �, o � ` 34 \\ � \ --'' � 5�' � � ' / l \ �� \ 21 � s 8" SEWER LINE
S N \ \ , •5d \ °� o \\ \ STORM INLET !
I 5- P.U.E. / \ M, \ ` 64 5� \ \ 0 26 a N \ ° \ 1
I / cn\ 20' P.W.E. �1V-
1 i \ 36 \ ` S6°gyp19 \ 550 \ 2� \9s U'\ \ , 4 i'•- , PIPE STORM
N � o � r
N ;
37 24 �\N i\ N\ \ STORM PIPE , 24" RCP
�O0 J , \ 0.�t \ i 6 18" RCP �� - 2 STOR!
1 �^ l/•' 5\ ` o23
N N\ �\ ° ~ a 6 INLET
22 STORM INLET
IV g \
21 \ \ 0 o� �� N \ \ l / -� `� 60 5' P.U.E. \ ;:
\\ a o
20\ ! Oo.
•\ � N N \ � r57 • �- `'4ti �-6 she'• \
l
19 8"\ WATERLINEov
o
� r \o0 18 N N 6 $EWER LINE - CMEN1 W\0
co 17\, \ \ P o
5' P.U.-E. CS�a Z�' 8� 0e ' 6" WATfRUNE 3\ N 2 ` u'\ 4' SIDEWALK
uj l ` ,` s 0 RO \ a\ o 3
-Npg, cn
27' 50' 4 �\ N 20' U.E.
\ a o\ 66 g3
P.U.E.3
rn O N 1 N'
.� a o \� 5 \ 5' P.U.E.
1 16 / - S -, '�, w-6 eo- B\ OCK ` 3 0, o N \ \ 60 od
6 /
20' P.U. s`6 25'R /�' W`� \ 3\ \ i" a� o '� \ ` h4
I P V-6 P o ��
� 1 I O 40'R 1 25'R � ,. �•-`'�pg= \ \ 3 �\\v, g
`•, I 610 �g"W, - X c� \' i / • \ \ 3 .� � N 9 N\ \ � \ '' •p0, / / . 1 / } / t -
1
5 BLOCK
6" WATERLINE `\ a, oo
o �\N 10 P.U.E
N 5• / -
P \ 5' . ,� - 5• %-/ . / - �- / l / � LOT 1
VC,
11 N \ , , Soo /
1 a, 0 'S /
1 \` N \1$ 122.37 ACRES•
1 / P.U.E. 3\\ l N\ 11 S5p0' / /' / ` / i / 10�WILLIAMS COMMUNICATIONS }
\ o / / EASEM T (LIES WITHIN THE CITGO 1 `,
NOW OR FORMERLY 1 \ \� \ 55,Oo �' / y / ' EASEMENT); VPL 3736, PG 228, B.C.O.R.
14
BEVELY J. FURRIER
PATR IA J. VOGEL
�ti/,%K
50' CITGO PIPELINE EASEMEN
THOMAS L. BROWN
158 ACRES
d
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�' 5922 / /
i VOL 3440, PG 40
VOL. 854, PG. 57
1\
�� / / P �� ''-
P,,10" PIPELINE, 600 PSI MAXNOT
OPER�TING PRESSURE REFINED
ZONE[)3AATOD
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PETROLEUM PRODUCTS
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91 s.72o �00„W „ g86.72'
N48 05
NOW OR `E-QRM.ERLY
PAULINE GRANT DIE81
3,J,3 ACRES
VOL. 1934, PG. 157
N T PLATTED
ZO ED A-0
EXISTING
POND
8" SEWER LINE
191MILIJ
Elm
100-YEAR FLOODPLAIN
p LIMITS
STORM PIPE 30" RCV i
--- S RM PIPE STORM JUNCTION BOY
\ 0" RCP 12",.SEWER LINE /.
0' P.U.E. Ord
FL16R 35' WIDE RESTRICTED 1
f �EN PACE RESERVE f
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1
�ASTLEGAT, SUBDIVISION
jj FUTURE/'DEVELOPMENT
1 SECTION 7
f
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t 1
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1
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LEGEND
--- 290
EXISTING CONTOUR (MAJOR)
------
EXISTING CONTOUR (MINOR)
PLAT BOUNDARY
ROW LINE
ZONING BOUNDARY
EDGE OF PAVEMENT LINE
- -
PROPERTY LINE
O
PROPERTY CORNER
- - - - - - - - - -
- PUBLIC UTILITY EASEMENT LINE
- --- •- -- -- --
100-YEAR FLOODPLAIN BOUNDARY
S-8
PROPOSED SANITARY SEWER LINE
a-8
PROPOSED WATER LINE
- ST - ST - ST -
PROPOSED STORM SEWER LINE
-.►
FLOW DIRECTION
FIRE HYDRANT
0
SANITARY SEWER MANHOLE
VICINITY MAP
NOTES:
1 j
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. THE PROPOSED BUILDING SETBACK LINE REQUIREMENTS FOR SECTION 9 ARE AS
FOLLOWS: 20' FRONT, 20' REAR, 15' SIDE STREET AND 5' SIDE.
f
! };
3. THIS PROPERTY IS CURRENTLY ZONED A-0, BUT IS PENDING REZONING TO
1
PLANNED DEVELOPMENT DISTRICT HOUSING (PDD-H).
1 #
4. THE TOPOGRAPHY SHOWN IS FROM AERIAL MAPPING DEVELOPED IN 1994 FOR THE
f?
CITY OF COLLEGE STATION.
5. A PORTION OF THIS TRACT IS WITHIN A SPECIAL FLOOD HAZARD AREA ACCORDING
I
TO THE SPRING CREEK "REQUEST FOR CONDITIONAL LETTER OF MAP REVISION"
PREPARED BY LJA ENGINEERING & SURVEYING, INC., AND SUBMITTED TO FEMA IN
#
DECEMBER 1999. THE "CLOMR" 00-06-844R WAS APPROVED BY FEMA ON
9-8-2000.1
`
6. CURVE LENGTHS SHOWN ALONG THE BOUNDARY OR RIGHT-OF-WAY LINES ARE
ARC LENGTHS.
7. CASTLEGATE DRIVE WILL HAVE 4" MOUNTABLE CURB.
8. LOTS 1 THRU 5, BLOCK 3, SHALL HAVE ACCESS ONLY ONTO NORHAM DRIVE. NO
DRIVEWAY ACCESS TO VICTORIA AVENUE IS ALLOWED.
9. SUBDIVISION ELECTRICAL SERVICE:
A. THE DEVELOPER INSTALLS CONDUIT PER CITY SPECIFICATIONS AND
DESIGN.
B. THE DEVELOPER IS RESPONSIBLE FOR PROVIDING EASEMENTS TO
/ I
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.
PRELIMINARY PLAT
�r 1
`\\ CASTLEGATE SUBDIVISION
\ CASTLEGATE DRIVE, VICTORIA AVENUE,
SECTION 9
BLOCK 1, LOT 1
_ P BLOCK 2, LOTS 1 THRU 49
BLOCK 3, LOTS 1 THRU 5
19.36 ACRES
ROBERT STEVENSON SURVEY , A-54
COLLEGE STATION, BRAZOS COUNTY, TEXAS
60 30; 0 ; 60 SCALE: 1'=60' JANUARY, 2002
SC(LE IN FEET OWNER/DEVELOPER: ENGINEER:
Greens Prairie Investors, Ltd.
N
by Greens Prairie Associates, LLC
A
4490 Castlegate Drive TE
'\} College Station, TX 77845PL m'
-
I SURVEYOR: General Contractors
Dante Carlomagno, RPLS No. 1562 Joseph P. Schultz, P.E.
CARLOMAGNO Surveying, Inc. 1707 Graham Road
2714 Finfeather Road College Station, Texas 77845
Bryan TX 77801 (979) 690-7711
L0'1QRD
(979) 775-2873
SHEET 1 OF 2
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