HomeMy WebLinkAboutDrawingsPROPERTY
SCRIBES f1118
R.O.W. TO BE
BY SEPARATE
T BY C.S.I S.D.
r
GENERA, NOTES
1. THE LAND 15 CURRENTLY ZONED R-1.
2. RESERVE TRACT 'A' IS ZONED A-0 AND WILL BE USED
AS A RETAIL NEIGHBORHOOD.
3. PROJECT PROPERTYOUTSIDE THE 500 YEAR FLOODPLAIN IES IN AS ESTABLISHED ZONE X Y
F.E.M.A. F.i.R.M. MAP # 48041CO205 D.
4. BUILDING SET BACK LINES SHALL BE AS FOLLOWS:
A. MIN. FRONT SET BACK: 25
B. MIN. SIDE SETBACK: 7.5'
.' C. MIN. STREET SIDE SET BACK: 15'
c 8 D. MIN. REAR SET BACK: 25'
E. MAX. NET DU/AC.: 8
20' P.0 5. ALL RIGHT-OF-WAYS SHOWN HEREIN ARE SHALL BE
DEDICATED TO THE CITY OF COLLEGE STATION.
� �Gj� °0 6. THIS DEVELOMENT IS INCLUDED IN THE CITY'S BIKEWAY
s- 0 P.U.E.
AND PEDESTRIAN MASTER PLAN AND WILL INCLUDE ALL
�\ / o SIDEWALKS AND BIKEPATHS PER THAT PLAN.
O V°5 7. ORIGIN OF BEARING SYSTEM:
GFS , `R --6� BASIS OF BEARINGS IS THE RECOVERED NORTHWEST LINE
OF THE 734.96 ACRE TRACT DESCRIBED IN THE DEED TO
ROBERT B. WALTMAN ET UX, AND TIMOTHY , GRECORD
/ O �• b \ RECORDED IN VOLUME 1158, PAGE 90, WITH A
?00 ct2ora X01 BEARING OF N 44.50'48" E - 1,277.74 L.F.
OPQ °oo� o`° 1 00 \s°o H. DRIVEWAY ACCESS FOR LOTS 13 --15 OF BLOCK 2
/ �a0 �" ° ' ° �� SHALL BE TAKEN OFF AMHERST COURT.
9. STORM WATER DETENTION FOR THE REATTA SUBDIVISIONS
SHALL BE PROVIDED BY A REGIONAL DETENTION FACILITY
LOCATED IN THE SPRING CREEK DRAINAGE WAY.
• 10.27' \ rye'10- 0 \`i i
o A o0 o•C 10. ALL COMMON AREAS ARE TO BE OWNED AND MAINTAINED
'y`tiQQO �O OQ\ � 90° o 9 s° BY HOMEOWNER'S ASSOCIATION.
O 5 ' 8- °o
06
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y O '�� /oP /o \ / ' C \ o C75 l5
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SAN M AR DR
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'o VOA \s 0 �� o°° \.off o• / -� c�'• --
�ZQ' 0 6 ! O
O `ll o ° titi 6� P \?° �0S
'y°' SEWS L` E TO CONNET 1qs I _, �6TiO
TO -RING CREEK LINE
s g\ v1 \?0 0 CROWLEY TRACT ...r"
\ f�so ryooa °o Coe \oo. �r' d'S S 88'00 2� 10
JOS
10' PUBLI. CCESS ,�>ro
do U11L Tf EASEMENT j o Vp 1 os
l C50
P.U.E. PUBLIC UTILITY EASEMENT �0 6 �OV
SECTION LINE \,
-��
- - - - - - - - EASEMENT LINE � � � �° � ,� �
- - PROPERTY BOUNDARY UNE-
- - LOT/R.O.W. LINES I�
BUILDING SETBACK LINES HA- ED REA AP CRE OF VIC ORI�DESCRIBE 01 BE
o FOUND 1/2 IRON ROD WITH C pE ICA D b\\SEPARATE / C
" AP �S jE . T B'Y C.S.I.S.D 10'°
0 SET 1/2 IRON ROD WITH C I STRUt�EN
6S - EXISTING SEWER LINE (z/SIZE) P.U.E. °
12W --- EXISTING WATER LINE (w/SIZE) 10' +�
p EXISTING SANITARY SEWER MANHOLE P.U.E.
0 PROPOSED SANITARY SEWER MANHOLE
10. PROPOSED SANITARY SEWER CLEAN-OUT PROP LINE
gS PROPOSED SANITARY SEWER LINE (w/SIZE)
6W PROPOSED WATER LINE (w/SIZE)
PROPOSED STORM SEWER LINE
Q PROPOSED INLET BOX SCALE: 1" = 100'
® PROPOSED JUNCTION BOX o zs' So' ioo'
1.04 PROPOSED BLOW -OFF ASSEMBLY
3T+ PROPOSED FIRE HYDRANT ASSEMBLY
►21 PROPOSED GATE VALVE
CURVE TABLE
CURVE
RADIUS
DELTA
ARC
TANGENT
BEARING
CHORD
C1
25,00'
89'18'50"
3 8.97'
24,70'
N 02'02'09" E
35.14'
C2
25.00'
90`41'14"
39.57'
25.30'
S 87'57'51" E
35.57'
C3
25.00'
89'18'50"
38.97'
24.70'
S 02'02'09" W
35.14'
C4
50.00'
35'07'22"
30,65'
15.82'
N 59'05'33" W
30,17'
C5
50,00'
35'42.55"
31.17'
16,11'
N 23'40'24" W
30,67'
D8
50.00'
42'37'23"
37.20'
19,51'
N 15'29'45" E
36.34'
07
50,00'
43'55'04"
38.33'
20.16'
N 58'45'59" E
37.39'
C8
25,00'
90'41'10"
39,57'
25,30'
N 87'57'51" W
35.57'
C9
25.00'
89'18'50"
38,97'
24,70'
S 02.02'09" W
35.14'
010
25,00'
867038"
38.69'
24.42'
N 88'58.37" W
34,94'
C11
50,00'
41'47'53"
36.48'
19.09'
N 37'25'04" E
35.67'
Cit
50.00
3442'23"
30.29'
15.62'
N 75'40'12" E
29.83'
C13
50.00'
36'35'28"
31.93'
16.53'
S 68'40'53" E
31.39'
C14
50.00
35'54'47"
31.34'
16.20'
S 32'25'45" E
30.83'
C15
25,00'
8918'50"
38.97'
24.70'
N 02'02'09" E
35,14'
C16
25.00'
90'41'10"
39.57'
25.30'
S 87'57'51" E
35.57'
C17
25.00'
90'00'00"
39.27'
25.00'
S 89'38'48" E
35.36'
C18
25,00'
90'00'00"
39.27'
25,00'
S 007112" W
35.36'
C19
50.00'
58'08'17"
50.74'
27.79'
S 75'34'39" E
48.59'
C20
50.00'
56'48'59"
49.58'
27.04'
S 18'06'01" E
47.58'
C21
50.00'
4812'43"
42.07'
22.37'
S 34'24'50" W
40.84'
C22
50.00'
51'01'29"
44.53'
23,86'
S 84'01'56" W
43.07'
C23
50.00'
68'17'50"
59.60'
33.91
N 36'18'24" W
56.13'
C24
50.00'
17'30'41"
15.28'
7.70'
N 06'35152" E
15.22'
C25
25,00'
68.52'27"
38,78'
24.51'
N 89'05'01" W
35,01'
C26
25_00'
91'07'33"
39.76'
25.50'
N 00'54'59" E
35,70'
C27
370.00'
25'20'06"
163.61'
83,16'
N 6210'38" E
162.28'
22W5O.
7'45'18"
50.08'
25.08'
N 78'43'19" E
50.04'
C20770'01"
31.90'
15.97'
S 15'55'17" E
31.88'
C35'1426"
66.50'
33.45'
N 34'32'17" W
66.30'
C301'08'55"
5,01'
2.51'
N 42'43'58" W
5101'
C303'00'33"
22.58'
11.29'
N 81'05'42" E
22.58'
C33
430.00'
02'19'54"
17.50'
8,75
N 473842 E
17.50'
C34
430.00'
08'03'03"
60.42'
30.26'
N 52'50'11" E
60.37'
C35
430,00'
0515'56"
62.03'
31.07'
N 60'59'40" E
61.98'
C36
430.00'
08'41'35"
65.24'
32.68'
N 69'28'26" E
65.18'
C37
430.00'
02'36'17"19.55'
9.78'
N 75'07'22" E
19.55'
C38
195.00'
08'09'04"
27.74'
13.$9
N 18'45'12" W
27.72'
C39
200.00'
11'5100
41.36
20,76'
N 37'2257" W
41.29'
C40
25.00'
8947.11"
39.18'
24.91'
S 01'35'09" W
35.29'
C41
25.00'
90'12'49"
39.36'
25.09'
N 88'24'51" W
35.42'
C42
25.00'
90.53'58"
39.66'
25.40'
S 88'04'16" E
35.63'
C43
25.00'
89'06'02" '
38.88'
24.61'
N 01'55'44" E
35.08'
C44
25,00'
90'53'58"
39.56'
25.40'
N 88'04'16" W
35.63'
C45
25.00'
89'06'02"
38.88'
24.61'
N 01'55'44" E
35.08'
C46
25.00'
90'41'10"
39,57'
25.30'
N 87'57'51" W
35.57'
C47
25.00'
8918'50"
38,97'
N 02'02'09" E
3514'
C48
25.00'
90'53'58"
39.66'
25.40'
S 8804'16" E
35.63!
C49
50.00'
36'32'27"
31.89'
16.51'
S 30 34 43" W
31.-'
050
50,00'
35'06'28"
30.64'
15.82'
S 74 24'10" W I
3016'
C51
50.00'
35.03 08"
30.59'
15.79'
N 70'31'02" W j
30.17'
C52
50,00'
35'3629"
31.10'
16.07'
N 35'10'13" W
30.60'
C53
25.00'
89'18'50"
38.97'
24.70'
S 02'02'09" W i
35.14'
C54
25.00'
96'41'70"
39.57'
25.30'
S 87'57'51" E
35.57'
C55
25.00'
69'18'50"
38.97'
24.70'
S 02'02'09" W
35.14'
C56
50.00'
34'2843
30.09'
15.52'
N 50'39'13" W
29,64'
C57
50.00'
35'27'00"
30.94'
15.98'
N 15'41'22" W
30.44'
C58
50.00'
44.39'25"
38.97'
20,54'
N 24'21'51" E
37.99'
C59
50.00'
2516'18"
22.05'
11,21'
N 5999'43" E
21.88'
C60
25.40'
90'44'22"
39.59'
25,32'
N 87'59'28" W
35.58'
061
25.00'
8995'09"
38,94'
24.68'
S 02'00'18" W
35.12'
C62
25.00'
52'07'25"
22.74'
12.23'
N 23'26'49" E
21.97'
C53
25.00'
42'01'54"
18.34'
9.60'
N 23'37'51" W
17.93'
C84
25.00'
8512'00"
37.18'
22.99'
S 54'56'17" E
33.84'
C65
25.00'
91'06'10"
39.75'
25.49'
N 30'52'25" E
35.69'
C66
25.00'
45'27'42"
19.84'
10.47'
S 65'21'07" E
19.32'
C67
25.00'
45'26'17"
19.83'
10.47'
N 69'11.53" E
19.31'
068
25.00'
26'40'45"
11.64'
5,93'
N 57.59'11" W
11.54'
C69
25.00'
61'58'53"
27.04'
15.02'
S 77'41'00" W
25.74'
C70
25.00'
90'00'00"
39.27'
25,00'
N 00'21'12" E
35.36'
C71
25.00'
90'00'00"
39.27'
25.00'
N 89'38'48" W ';
35.36'
C72
25.00'
90'20'27"
39.42'
25.15'
S 02'32'57" W
35.46'
C73
25.00'
89'43'17"
39.15'
24.88'
N 87'28'55" W
35.27'
C74
430.00'
27'20'28"
205.19'
104.59'
N 60'08'59" E
203.25'
C75
370.00'
09'16.57"
59.94'
30.04'
N 7757'30" E
59.88'
�J /f '
R=434:gq
7
L2 \
L=279.53.53'
T=144.90'
C=274,63'
10' P, U, E. CB=S 63'58'35" W
PARK \
ZONED
13.40 ACRES
LINE TABLE
LINE
DISTANCE
BEARING
Lt
57.58'
N 4739'26" E
L2
80.15'
N 47'41'32" E
L3
4.05'
S 40'46'17" E
L4
60.10'
N 13.04146" W
L5
27,58'
S 8235'58" W
LOCATION MAP
SCALE: 1" = ±2,000'
60' COMMON AREA
(R.O.W.) (R.O.W.)
TYPICAL ENTRANCE-
SCALE:
NTRANCESCALE: 1 = ±30
PLAT
REATTA MEADOWS SUBDIVISION.
ESTATES AT SPRING CREEK, SECTION 1
- 69 ACRES OUT- OF ± 151.67 Q,CRES
OUT OF A CALLED 117.5 ACRES TRACT 1
OI)T OF A CALLED 90 ACRE, TRACT 2, CONSISTING OF 7
BLOCKS AND 161 LOTS IN THE ROBERT STEVENSON
LEAGUE, ABSTRACT - 54
COLLEGE STATION, BRAZOS COUNTY, TEXAS
SEPTEMBER 13, 2005
OWNERDEVELOPER
Barron Road Meadows, L.P.
P.O. Box 277
Normangee, Texas 77871
ENGINEER
McClure & BrowneEngineering/Survey
1008 Woodcreek Drive, Suite 103
College Station, Texas 77845
(979) 693-3838
`v
1045005-012-01 1 PAGE 1 OF 1 PAGES
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This drawingand all related documents (including those on electronic media), were prepared by Adams Consulting Engineers, Inc. (ACEI) except as noted otherwise therein, as
to whom the services are rendered and only for the
instruments of service, and shall remain the property of ACEI. The information hereon shall be used only by the clie
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