HomeMy WebLinkAboutDrawingsVICINITY MAP LEGEND
PARK ARE
0.1 i8 A
EXISTING CONTOUR (MAJOR)
298
EXISTING CONTOUR (MINOR)
+ (INCL 0
000-
141 PHASE I PLAT BOUNDARY
'Cb- W PIPELME EW ZV SPR
PVOLODUCERS R5K I ROW LINE
GAS 00.,%EDGE OF PAVEMENT LINE
PROPERTY LINE
417 T
__g3__0.1
1 0 PROPERTY CORNER
NO. 15 T
0.241 AC. ------------------ PUBLIC UTILITY EASEMENT LINE
PROJECT V LOCK 2 ' W_
ilt
PROPOSED SANITARY SEWER Lit IE
LOCATION% A ti0 42 A 22% PROPOSED WATER LINE
ft A ELT NO. 17 sr - m- It— PROPOSED STORM SEWER LINE
41
'A' 'I- C.LT
UK FLOW DIRECTION
N -0
104
43 PROPOSED 4' SIDEWALK
S
24 T FH*Q
7 40 ZONE X FIRE HYDRANT
0 SANITARY SEWER MANHOLE
18
0 AC.
'Y P�E m
44 V 0,2U5.6 /--7 P.U.E. PUBLIC UTILITY EASEMENT
------------------ 100-YEAR FLOODPLAIN LINE
39 too LAIN (PER FEMA FIRM)
YEAR FLOOD
State Highway 40 CITY COND All— 1% 5 FEMA
oo PHASE LINE
LIMITS
38
RE 45 0 .' 20
L12 N__10
CASTL GATE o\ Ur `�L�7
m - 14 ME
110 0 1
26 QrA
37
19
8
;< PIPE L \ 6 oaf ��,, \ \ 1 , , 11 i. , _ 2�Yt_ �. '\ ,S6 $
<
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8 MONUMENT G
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"125,0
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PARK 'SPACE
34 6 ik1 ,2 0o 33
% T 16 L .1
1 + 4 elo
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4
NOT TO SCALE 5 32
BLOCK2 IT-191 14
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ot f""44CU., 31 Pill 5
Pr
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BL 41 0 - -
PAR N
21 20 19 �1 30
1A I
ir 555
UA.
22
2 6
27
8 ------
30
PRODUCERS TRACT 3A 31
3 LC%
32 (1117TC 1
IX
5.381 AC. Wjultl 3 9
% 5
. . I I Iz 6
BL 15 14 1518 1 11
PIR A-1;- m -
12 lo I
0 I-R, "Pat- I-J, p.
116
10
8 trn.
I I - I a m
5 '1�15 1.4 0 _
CK' --- 6 7 9
T_ 2 27
ff1W BL VPE ;A
A §
tone
Fps 2 3
00 Rod Yy --- a_n PAVEMENT2
YIMMAW S-8 4-
WAwas S-8 41-41
z ONE
S1 N
X H 15 IS 0
25
RockC 8 17
I E 2A 'm -1 f
100—YEAR PLO 0.07, 22 OD 11
.r. 21 c-5 2 (11)
f
(PER FEMA Fl. _b 4 P6
26 2
0 29
3 1 '��Jon 3 1:9
I 1 2.
ZONE X 9 BLOCK 811 32 ------
24 1:9
BUFFEj ------ ----
2 0 ilk 21 11 2 9. 75 4
TRACT 3F --16 23
ZONED R-1 14 ------ 11 14 iI I l�,)
(-Z 0 i 13 ilk 14
BL( �jk 11i 7 8
12.981 AC. 9 1011- 11 gt- 181
6 1 %40L
k 22.
Iz 2 3 11' 4
W
I
17- Iza
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7 4 W PIPE
10 9 -00- 21 0
SVJBI)IY SIO 2- 62:�,
ICA %
AMPMENT 0 AE"
..f PSESTI 8214. -o- ROW 27' 8 m c' &COV NEt ELT
_1Xr1E :ITa
2
%5 i J --dulf
W_ '1 1.490 AC R
------- -♦ �16 g . :15 it
RPE 20 vw\
1 -1 -1 ?; 20 18 6 la
B K5 191,
3926/P 104
23
ji 22
—W BL
muU it to 2 2
5� k 25 24
GE S TA it 3 9 1
32 ------
3 0 31
I I ---- - ----- BLOCK I
PC. 241 1iz"T t -_ d
�q
CD BUFFER N 8
E LOCK 5
AED -1 -i-.'' j
I C. �5 A� QcL' 2 5 2- 0 7
_t.\24
19 2 7
I OPE WE V I i ------ 'v
OV Wk.2,50 %j & 3 12 3
BL K5
RES NS 7 8 9
CK 18
4 , N4?e,.
12 te 4 j
17
1_2 T1 1 0.11
3 juffc
A a T�
PE 6
.6
15W 1 1
IFFER
Smsd V
50, ROW
1P3
#ALT-\ D
N8701 I'VIr n .669 61 1
ID 'j'j 13 141
0 12 ilk
7
18.5 BLOCKfiR 'z 8 9 m
r-, - 7
an..♦ 2
30 i 3 Qt -V-
%
I PG. 9
4- - B
0
EMEMW IPG. 164 Fig (1;799 AC 9,_
V2
0 6 5 3 2
7 & P.
Ln
7 A�
10 9
"-.- W--w-
1z; 12 1:9 "_ m__r.
... ....... . A-7 ------
T -- ----- --
srrruNL Ilk
21
7
/' °1 '' ° m -1� 19
W ACMSS L CK 1\ ---- ------ REVISED
FASEWIT RV
I I K6 -----
L
va
OCKII 2V P T 'j5 LOT 6 A -------------- %7,iCr
LOT 4 1 22,363 SF U
151
19,341S -
J 13,559S
LOT I LOT? _73,7119 SF 211,AOMW fib P ELIM INARY PLAT
191.952 1 — '1' ,, I -------------
28,839 SF — 2 — -------- SH 40 TAG C
— — I 2V ------ - Frontage REFER TO bAul Wff &S,
I I . ------- -PREt"ARY PLAT, AND R PHASE AND
.&Ua..0W.m1 RTAHNG Ta TMS
- - ------ TLE:1, -(,. ROCK SUBDIVISION
f. ------------- nnn' U LOUBLOCK SUMMAPES-%
It- 0
76.654 ACRES
is, PIPE r .044 I%Cl ZONED PDD, RESIDENTIAL; 3.610 AC. ZONED AP I
A
34 11 A ROBERT STEVENSON SURVEY, A-54
PRKWAY ff I
COLLEGE STATION, BRAZOS COUNTY, TEXAS
Y
A 9 y 0
1+ RASES 3 THRU 8 - 50.431 ACRES
—T A 11 R.O.W. V 5 AC SAVE & ACCEPT PHASES 1A, 1 B, 1 C AND
VOL 39,12
2A 26.223 ACRES
JANUAFY 2009 SCALE: 1"=100'
` `` OWNER 'DEVELOPER: ENGINEER: SURVEYOR:
HAPJE ENGINEERING COMPANY Dante Carlomagno, RPLS No. 1562
Greens PI'liris Investors, LLC 1
1i 3
3002 Texas Avenue South CARLOMAGNO Surveying, Inc. I
SH 40 Frontage Ro ------ 4490 C - legate Driv
College Station, Texas 77845 2714 Finfeather Road
College S atloo, k71845
----- ------
P. 0. Box 11587 Bryan, TX 77801
(979) 691 —7250 College Station, Texas 77842 (979) 775-2873 1
-----------
979.693.7191
-
SHEET 1 OF
vv.+
C40
JVJ.VV 1
39.27'
L.Lv.VV
25.00'
v_ vv -.
90'00'00"
25.00'
35.36'
S40'50'21 "W
C41
39.17'
25.00'
89'4655"
24.91'
35.29'
S49'03'07"E
C42
39.37'
25.00'
90'13'05"
25.10'
35.42'
N40'56'53"E
C43
39.27'
25.00'
90'00'00"
25.00'
35.36'
N49'09'39"W
C44
120.22'
250.00'
27'33'05"
61.29'
119.06'
S80'23'07"E
C45
62.24'
25.00'
142'38'14"
73.94'
47.37'
S42'04' 18"W
C47
227.94'
50.00'
261'11'47"
58.34'
75.93'
S78'38'55"E
C48
13.06'
25.00'
29'55'35"
6.68'
12.91'
N36'59'1 1 "E
650
126.17'
425.00'
17'00'35"
63.55'
125.71'
S30'31'40"W
C51
245.01'
325.00'
43'11'37"
128.66'
239.25'
N17'26'09"E
C52
40.07'
25.00'
91'49'41 "
25.81'
35.91'
N50'04'29"W
C53
138.95'
965.00'
1 8-14'59"
69.59'
138.83'
S79'53' 11 "W
C54
38.47'
25.00'
188-1 O' 19"
24.21'
34.79'
S39'55'31 "W
C55
633.07'
395.00'
91'49'41 "
407.81'
567.45'
N50'0429"W
C56
39.27'
25.00'
90'00'00"
25.00'
35.36'
N40'50'21 "E
C57
106.85'
175.00'
34'5859"
55.15'
105.20'
S76'40'09"E
C58
42.85'
25.00'
98'12'38" 1
28.87'
37.80'
S10'04'21 "E
C59
158.49'
375.00'
24' 12'57"
80.45'
157.31'
N26'55'29"E
C60
36.98'
25.00'
84'4535"
22.81'
33.70'
S57'11'48"W
C61
53.95'
225.00'
13'44' 15"
27.10'
53.82'
S87'1 7'32"E
C62
13.06'
25.00'
29'55'35"
6.68'
12.91'
N79'11'51"W
C63
237.46'
50.00'
272'06'30"
48.19'
69.40'
N20'17'19"W
C64
27.13'
25.00'
62' 10'55"
15.08'
25.82'
N54'44'54"E
C65
45.93'
175.00'
15'02' 13"
23.10'
45.80'
S86'38'33"E
C66
34.72'
25.00'
79'33'56"
20.82'
31.99'
S39'20'29"E
C67
30.12'
375.00'
4'36'08"
15.07'
30.11'
N01'51'35"W
C68
37.13'
25.00'
85'05'04"
22.94'
33.81'
S81 *34'30"W
C69
150.32'
225.00'
38'16'41 "
78.09'
147.54'
S75'01' 18"E
C70
39.27'
25.00'
90'00'00"
25.00'
35.36'
N49'09'39"W
C71
39.27'
25.00'
90'00'00"
25.00'
35.36'
N40'50'21 "E
C72
96.17'
200.00'
27'33'05"
49.03'
95.25'
S80'23'07"E
C73
41.48'
25.00'
95'03'43"
27.31'
36.88'
S19'04'43"E
C74
38.44'
25.00'
88'05'44"
24.18'
34.76'
S08'51'13"E
C75
198.88'
225.00'
50'38'42"
106.46'
192.47'
S60'31'00"W
C76
_ 38.12'
25.00'
87'21'33"
23.87'
34.53
N50'2853"W
C77
40.42
25.00
92'38'27"
26.18
__
36.16
N39 31r 07n E
C78
76.31'
225.00'
19'25'52"
38.52'
75.94'
S76'07'25"W
C79
35.11'
25.00'
80'28'04"
21.15'
32.30'
S73'21'29"E
C80
160.51'
465.00'
19'46'37"
81.06'
159.71'
N43'00'46"W
C81
39.37'
25.00'
90' 13'23"
25.10'
35.42'
S23'44'27"W
C82
51.88'
175.00'
16'59' 13"
26.13'
51.69'
S77'20'45"W
C83
38.12'
25.00'
87'21'33"
23.87'
34.53'
N50'2853"W
C84
40.42'
25.00'
92'38'27"
26.18'
36.16'
N39'31'07"E
C85
39.27'
25.00'
90'00'00"
25.00'
35.36'
S49'09'39"E
C86
139.67'
465.00'
17' 12'36"
70.37'
139.15'
N 12'4557"W
C87
39.27'
25.00'
90'00'00"
25.00'
35.36'
S40'50'21 "W
C88
38.12'
25.00'
87'21'33"
23.87'
34.53'
N50'28'53"W
C89
282.96'
175.00'
92'38'27"
183.26'
253.12'
N39'31'07"E
C90
39.27'
25.00'
90'00'00"
25.00'
35.36'
S49'09'39"E
C91
221.20'
480.00'
26'24'13"
112.60'
219.25'
N75'07'41 "W
C92
211.04'
480.00'
25'11'29"
107.26'
209.35'
N43'00'46"W
C93
166.86'
480.00'
19'55'02"
84.28'
166.02'
N 1q07'1 0"W
C94
128.38'
380.00'
19'21'23"
64.81'
127.77'
N58'28'34"W
C95
245.19'
1 380.00'
136-58'l 1 "
127.03'
240.96'
N22'38'44"W
HIES
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. OWNERSHIP OF THIS TRACT IS BY DEED, VOL. 6607, PG. 188 OF THE OFFICIAL DEED
RECORDS OF BRAZOS COUNTY, TEXAS.
_3. THIS PROPERTY IS CURRENTLY ZONED PLANNED DEVELOPMENT DISTRICT (PDD) AND
ADMINISTRATIVE PROFESSIONAL (AP).
4. THE FOLLOWING MERITORIOUS MODIFICATIONS ARE ALLOWED BY THE PDD ZONING:
A. THE PROPOSED MINIMUM BUILDING SETBACK LINE REQUIREMENTS FOR THIS
SUBDIVISION ARE AS FOLLOWS: 25' FRONT, 20' REAR, 15' SIDE STREET AND 5'
SIDE. EXCEPT FOR LOTS ON CUL-DE-SACS, WHICH MAY HAVE A 20' FRONT
SETBACK.
B. THE PROPOSED MINIMUM LOT AREA IS 5000 SF AND THE MINIMUM LOT
DEPTH IS 100'. VARIABLE LOT WIDTHS ARE REQUESTED FOR CASTLEROCK.
THE MINIMUM LOT WIDTH AT THE STREET RIGHT-OF-WAY IS 35' AND 45' AT
THE FRONT AND REAR SETBACK LINES. LOTS WHICH ARE LESS THAN 50'
IN WIDTH OR LESS THAN 100' IN DEPTH MAY ONLY OCCUR IN CUL-DE-SACS
OR ON CURVES IN THE STREET RIGHT-OF-WAY. THIS DEVELOPMENT IS LIMITED
TO A MAXIMUM OF 12 LOTS WHICH DO NOT COMPLY WITH THE MINIMUM R-1
LOT SIZE. THE LOTS WILL MEET THE REQUIREMENTS OF R-1 ZONING UNLESS
OTHERWISE SPECIFIED.
5. A VARIANCE WAS APPROVED ON JANUARY 5, 2006, FOR SUBDIVISION ORDINANCE, SECTION
8-J.2 - BLOCK LENGTH.
6. THE TOPOGRAPHY SHOWN IS FROM AERIAL MAPPING DEVELOPED IN 2005 FOR THE CITY OF
COLLEGE STATION.
7. 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, EFFECTIVE
DATE 2-9-2000.
8. CURVE LENGTHS SHOWN ALONG THE BOUNDARY OR RIGHT-OF-WAY LINES ARE ARC
LENGTHS.
9. SUBDIVISION ELECTRICAL SERVICE:
A. THE DEVELOPER INSTALLS CONDUIT PER CITY SPECIFICATIONS AND
DESIGN.
B. THE DEVELOPER_ RESPONSIBLE.._FOR_ PROVIDING 30 FEET OF RIGID OR IMC
_
Y
PRIOR TO PLACEMENT EM
ENT OF RISERPOLE(S). CONTACT CIT =
STUB UPS AT BASE OF POLE. IMPROPERLY PLACED STUB UPS WILL BE
CORRECTED AT THE EXPENSE OF THE DEVELOPER. COLLEGE STATION
UTILITIES WILL INSTALL ALL RISER CONDUIT.
C. THE DEVELOPER IS RESPONSIBLE FOR INSTALLING THE TRANSFORMER PAD(S)
IN ACCORDANCE WITH CITY SPECIFICATIONS.
D. THE DEVELOPER IS RESPONSIBLE FOR INSTALLING CITY -PROVIDED PULL
BOXES 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.
10. THE COMMON AREAS WILL BE MAINTAINED BY A HOME OWNER'S ASSOCIATION (HOA).
PLEASE NOTE THERE IS NOT A COMMON AREA NO. 4.
11. THE DEVELOPMENT IS LOCATED WITHIN THE SPRING CREEK SANITARY SEWER IMPACT FEE
AREA 97-01. IMPACT FEES FOR SANITARY SEWER WILL BE DUE AT THE TIME OF BUILDING
PERMIT.
12. A MAJORITY OF THE TOTAL PARK AREA (4.363 ACRES OF THE 4.525 ACRE TOTAL) WAS
DEDICATED WITH PHASE 1A. (THE 4.363 ACRES IS MADE UP OF 4.190 ACRES AND 0.173
ACRES). AN ADDITIONAL 0.162 ACRES WILL BE DEDICATED WITH PHASE 2B.
13. THE 30' ACCESS EASEMENT THROUGH PHASE 1B THAT CONNECTS TO ROCKY CREEK
COURT IN PHASE 1C IS FOR SECONDARY ACCESS FROM WILLIAM D. FITCH PARKWAY TO THE
CASTLE ROCK SUBDIVISION FOR EMERGENCY VEHICLES. THE ACCESS EASEMENT BETWEEN
PHASES 18 & 1C WILL BE FOR PEDESTRIAN, BICYCLE, AND EMERGENCY ACCESS ONLY. THE
EASEMENT WILL BE GATED AT THE PROPERTY LINE BETWEEN LOT 7, BLOCK 11, AND
PHASE & LOT SUMMARY
PHASE 1A -13.384 AC. / 30 LOTS
(INCLUDES 4.190 AC. &
0.173 AC. PARK AREAS)
PHASE 1 B - 3.280 ACRES / 7 LOTS (ZONED
PHASE 1 C - 3.611 ACRES / 10 LOTS
PHASE 2A - 5.948 AC. / 29 LOTS
PHASE 2B - 8.610 AC. / 24 LOTS
(INCLUDES 0.162 AC. PARK AREA)
PHASE 3 - 6.647 AC. / 35 LOTS
PHASE 4 - 5.600 AC. / 25 LOTS
PHASE 5 - 6.510 AC. / 28 LOTS
PHASE 6 - 9.024 AC. / 33 LOTS
PHASE 7 - 7.124 AC. / 37 LOTS
PHASE 8 - 6.916 AC. / 34 LOTS
BLOCK 1, LOTS 1 THRU 35
BLOCK 2, LOTS 1 THRU 54
BLOCK 3, LOTS 1 THRU 35
BLOCK 4, LOTS 1 THRU 32
BLOCK 5, LOTS 1 THRU 30
BLOCK 6, LOTS 1 THRU 21
BLOCK 7, LOTS 1 THRU 32
BLOCK 8, LOTS 1 THRU 24
BLOCK 9, LOTS 1 THRU 8
BLOCK 10, LOTS 1 THRU 14
BLOCK 11, LOTS 1 THRU 7 (ZONED AP)
..
ELI
;Y,' -r� i. _ NARY
. ,� •�i, is•.} '� °y i. iYon
CASTLE ROCK SUBDIVISION
76.654 ACRES
73. 4 C. ZONED PDD, RESIDENTIAL; 3.610 AC. ZONED Af
GREENBELT NO. 5 TO PREVENT NON -EMERGENCY VEHICULAR ACCESS. A KNOX BOX PADLOCK ,IAN ARY 20
WILL BE THE ONLY MECHANISM FOR OPENING THE GATE.
OW ER/DI��VE
ROBERT STEVENSON SURVEY, A-54
,OLLEGE STATION, BRAZOS COUNTY, TEXAS
'HASES 3 THRU 8 - 50.431 ACRES
E & ACCEPT PHASES 1A, 1B, 1C AND
2A - 26.223 ACRES
g SCALE: 1"=100'
OPER: ENGINEER: SURVEYOR:
stars, LLC EARLE ENGINEERING COMPANY Dante Carlomagno, RPLS
rive 3002 Texas Avenue South CARLOMAGNO Surveying,'; In
77845 College Station, Texas 77845 2714 Finfeather Road
P. 0. Box 11587 Bryan, TX 77801
College Station, Texas 77842 (979) 775-2873
979'893'7191 SHEET 2 OF 2
1562
LINE TABLE
LINE
LENGTH
BEARING
L1
177.21'
N75'46'04"E
L2
47.08'
N11'51'44"W
L3
11.19'
N 14'27'26"E
L4
30.90'
S79'47'20"E
L5
50.19'
S73'21103"E
L6
76.02'
N16'24'44"E
L7
38.38'
N54'1428"E
L8
33.58'
N82'24'36"E
L9
50.63'
S87'31'1 1 "E
L10
40.30'
N44' 19'1 0"E
L11
47.16'
N00'00'00"E
L12
98.13'
N9900'00"E
L13
114.66'
N00'00'00"E
L14
114.01'
S07'08'56"E
L15
101.11'
S41'59'36"E
L16
96.18'
S79'48'29"E
L17
134.79'
N692753"E
L18
199.60'
N56'50'20"E
L19
256.20'
N80'41'01 "E
L20
140.91'
S06'39'06"E
L21
199.69'
S59'45'43"W
L22
62.99'
S28'22'09"W
L23
66.41'
Sl 1'58'06"E
L24
213.40'
S77'03'27"W
L25
131.28'
S87' 12'1 0"W
L26
152.65'
N21'57'24"E
L27
23.91'
N56'18'17"W
L28
81.70'
N60'47'40"W
L29
31.98'
N11'51'44"W
L30
180.36'
S75'45'41 "W
L31
80.28'
N09'37'02"W
-- L32--
20.31-'
N78`.31'511''E
L33
95.94'
N59'32'56"W
L34
95.94'
N59'32'56"W
L35
69.27'
N85'50'21 "E
L36
80.35'
N04'09'39"W
L37
80.35'
N04'09'39"W
L38
114.32'
N04'09'39"W
L39
114.32'
N04'09'39"W
L40
106.58'
N04'09'39"W
L41
77.66'
N04'09'39"W
L42
68.21'
S85'50'21 "W
L43
101.05'
N04'09'39"W
L44
100.48'
N04'09'39"W
L45
82.16'
S22'01'23"W
L46
75.74'
SO4'09'39"E
L47
76.95'
S84'00'40"W
L48 -
43.48'
N04'09'39"W
L49
36.14'
S39'01'58"W
L50
78.93'
SO4'09'39"E
L51
43.48'
N04'09'39"W
L52
33.12'
N06'48'07"W
L53
22.18'
N41'46'41 "E
L54
49.54'
S67'5837"E
L55
37.56'
N41'46'41 "E
L56
22.23'
S64'20' 10"E
L57
53.80'
N51'00' 13"E
L58
34.59'
N 18' 17'26"W
L59
5.00'
N 14' 14'1 9 "W
L60
5.00'
S 14' 14'1 9 "E
L61
10.57'
N41'1 2'08"E
L62
7.68'
N48'52' 10"E
L63
50.14'
S55'23' 11 "W
L64
48.70'
N61'40'50"E
L65
14.95'
N 19'26' 15"E
L66
23.08'
N 19'26' 15"E
L67
21.52'
N19'3226"E
L68
96.61'
N55'43'24"E
L69
94.54'
N30'26'23"E
L70
85.78'
N00'20'48"W
L71
81.16'
N53'08' 12"W
L72
36.73'
S46'03' 11 "E
L73
107.61'
S49'09'51 "E
L74
55.02'
N57'53'53"W
L75
68.08' ,
N52'0$ I48"W
L76
36.65'
N44'20'08"W
HIES
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. OWNERSHIP OF THIS TRACT IS BY DEED, VOL. 6607, PG. 188 OF THE OFFICIAL DEED
RECORDS OF BRAZOS COUNTY, TEXAS.
_3. THIS PROPERTY IS CURRENTLY ZONED PLANNED DEVELOPMENT DISTRICT (PDD) AND
ADMINISTRATIVE PROFESSIONAL (AP).
4. THE FOLLOWING MERITORIOUS MODIFICATIONS ARE ALLOWED BY THE PDD ZONING:
A. THE PROPOSED MINIMUM BUILDING SETBACK LINE REQUIREMENTS FOR THIS
SUBDIVISION ARE AS FOLLOWS: 25' FRONT, 20' REAR, 15' SIDE STREET AND 5'
SIDE. EXCEPT FOR LOTS ON CUL-DE-SACS, WHICH MAY HAVE A 20' FRONT
SETBACK.
B. THE PROPOSED MINIMUM LOT AREA IS 5000 SF AND THE MINIMUM LOT
DEPTH IS 100'. VARIABLE LOT WIDTHS ARE REQUESTED FOR CASTLEROCK.
THE MINIMUM LOT WIDTH AT THE STREET RIGHT-OF-WAY IS 35' AND 45' AT
THE FRONT AND REAR SETBACK LINES. LOTS WHICH ARE LESS THAN 50'
IN WIDTH OR LESS THAN 100' IN DEPTH MAY ONLY OCCUR IN CUL-DE-SACS
OR ON CURVES IN THE STREET RIGHT-OF-WAY. THIS DEVELOPMENT IS LIMITED
TO A MAXIMUM OF 12 LOTS WHICH DO NOT COMPLY WITH THE MINIMUM R-1
LOT SIZE. THE LOTS WILL MEET THE REQUIREMENTS OF R-1 ZONING UNLESS
OTHERWISE SPECIFIED.
5. A VARIANCE WAS APPROVED ON JANUARY 5, 2006, FOR SUBDIVISION ORDINANCE, SECTION
8-J.2 - BLOCK LENGTH.
6. THE TOPOGRAPHY SHOWN IS FROM AERIAL MAPPING DEVELOPED IN 2005 FOR THE CITY OF
COLLEGE STATION.
7. 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, EFFECTIVE
DATE 2-9-2000.
8. CURVE LENGTHS SHOWN ALONG THE BOUNDARY OR RIGHT-OF-WAY LINES ARE ARC
LENGTHS.
9. SUBDIVISION ELECTRICAL SERVICE:
A. THE DEVELOPER INSTALLS CONDUIT PER CITY SPECIFICATIONS AND
DESIGN.
B. THE DEVELOPER_ RESPONSIBLE.._FOR_ PROVIDING 30 FEET OF RIGID OR IMC
_
Y
PRIOR TO PLACEMENT EM
ENT OF RISERPOLE(S). CONTACT CIT =
STUB UPS AT BASE OF POLE. IMPROPERLY PLACED STUB UPS WILL BE
CORRECTED AT THE EXPENSE OF THE DEVELOPER. COLLEGE STATION
UTILITIES WILL INSTALL ALL RISER CONDUIT.
C. THE DEVELOPER IS RESPONSIBLE FOR INSTALLING THE TRANSFORMER PAD(S)
IN ACCORDANCE WITH CITY SPECIFICATIONS.
D. THE DEVELOPER IS RESPONSIBLE FOR INSTALLING CITY -PROVIDED PULL
BOXES 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.
10. THE COMMON AREAS WILL BE MAINTAINED BY A HOME OWNER'S ASSOCIATION (HOA).
PLEASE NOTE THERE IS NOT A COMMON AREA NO. 4.
11. THE DEVELOPMENT IS LOCATED WITHIN THE SPRING CREEK SANITARY SEWER IMPACT FEE
AREA 97-01. IMPACT FEES FOR SANITARY SEWER WILL BE DUE AT THE TIME OF BUILDING
PERMIT.
12. A MAJORITY OF THE TOTAL PARK AREA (4.363 ACRES OF THE 4.525 ACRE TOTAL) WAS
DEDICATED WITH PHASE 1A. (THE 4.363 ACRES IS MADE UP OF 4.190 ACRES AND 0.173
ACRES). AN ADDITIONAL 0.162 ACRES WILL BE DEDICATED WITH PHASE 2B.
13. THE 30' ACCESS EASEMENT THROUGH PHASE 1B THAT CONNECTS TO ROCKY CREEK
COURT IN PHASE 1C IS FOR SECONDARY ACCESS FROM WILLIAM D. FITCH PARKWAY TO THE
CASTLE ROCK SUBDIVISION FOR EMERGENCY VEHICLES. THE ACCESS EASEMENT BETWEEN
PHASES 18 & 1C WILL BE FOR PEDESTRIAN, BICYCLE, AND EMERGENCY ACCESS ONLY. THE
EASEMENT WILL BE GATED AT THE PROPERTY LINE BETWEEN LOT 7, BLOCK 11, AND
PHASE & LOT SUMMARY
PHASE 1A -13.384 AC. / 30 LOTS
(INCLUDES 4.190 AC. &
0.173 AC. PARK AREAS)
PHASE 1 B - 3.280 ACRES / 7 LOTS (ZONED
PHASE 1 C - 3.611 ACRES / 10 LOTS
PHASE 2A - 5.948 AC. / 29 LOTS
PHASE 2B - 8.610 AC. / 24 LOTS
(INCLUDES 0.162 AC. PARK AREA)
PHASE 3 - 6.647 AC. / 35 LOTS
PHASE 4 - 5.600 AC. / 25 LOTS
PHASE 5 - 6.510 AC. / 28 LOTS
PHASE 6 - 9.024 AC. / 33 LOTS
PHASE 7 - 7.124 AC. / 37 LOTS
PHASE 8 - 6.916 AC. / 34 LOTS
BLOCK 1, LOTS 1 THRU 35
BLOCK 2, LOTS 1 THRU 54
BLOCK 3, LOTS 1 THRU 35
BLOCK 4, LOTS 1 THRU 32
BLOCK 5, LOTS 1 THRU 30
BLOCK 6, LOTS 1 THRU 21
BLOCK 7, LOTS 1 THRU 32
BLOCK 8, LOTS 1 THRU 24
BLOCK 9, LOTS 1 THRU 8
BLOCK 10, LOTS 1 THRU 14
BLOCK 11, LOTS 1 THRU 7 (ZONED AP)
..
ELI
;Y,' -r� i. _ NARY
. ,� •�i, is•.} '� °y i. iYon
CASTLE ROCK SUBDIVISION
76.654 ACRES
73. 4 C. ZONED PDD, RESIDENTIAL; 3.610 AC. ZONED Af
GREENBELT NO. 5 TO PREVENT NON -EMERGENCY VEHICULAR ACCESS. A KNOX BOX PADLOCK ,IAN ARY 20
WILL BE THE ONLY MECHANISM FOR OPENING THE GATE.
OW ER/DI��VE
ROBERT STEVENSON SURVEY, A-54
,OLLEGE STATION, BRAZOS COUNTY, TEXAS
'HASES 3 THRU 8 - 50.431 ACRES
E & ACCEPT PHASES 1A, 1B, 1C AND
2A - 26.223 ACRES
g SCALE: 1"=100'
OPER: ENGINEER: SURVEYOR:
stars, LLC EARLE ENGINEERING COMPANY Dante Carlomagno, RPLS
rive 3002 Texas Avenue South CARLOMAGNO Surveying,'; In
77845 College Station, Texas 77845 2714 Finfeather Road
P. 0. Box 11587 Bryan, TX 77801
College Station, Texas 77842 (979) 775-2873
979'893'7191 SHEET 2 OF 2
1562
BRYAN, TEXAS 71801
(713) 822-5487
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Jack E.. De Muynclc.
Lot 9 Block of the
to the City of Co/&_ e :!;y o/~,, Tc°,roy-' according to the plat record-
. ed'in Vol. 2G~ ~a~e /57~--`"oFthe DePal Rewrds ot-,~' s`~'ori~n~• _ .
I
Donald D. Garrett, Registered Professional Engineer No. 22790, do hereby certify that
the above plat is true and correct and agrees with a survey made under my supervision
-/orx~nry ;M 19 ;?5? I further certify that no improvements on this property en-
croach on adjacent pi-operry nor do any improvements on adjacent property encroach on
this property.
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Lot l9 _ Block olr the ~~b~rfla''' i~J f°~r• -
to the city of _Co/%QC?_io?~..T~.+~'' - acco^oing to the plat record-
ad in Vol. A a4 -A ji - ~l T ~vrthe Deed Records of