HomeMy WebLinkAboutExhibitsi 4 4 1 1 O1 In -In
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42' PIPE
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CITY OF COLLEGE STATION 20' P.U.E. I 1
(3393/1) Edward Froehling r w
Remainder of 93.543 AC.
NA 3162/1991 (n
amft /Dftm ,e®, ZONED R -1 f "P
awft 00
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C lesap Lane
A exandria S
Phase
oN e
CURVE
TABLE
CURVE
LENGTH
RADIUS
DELTA
TANGENTI
CHORD
CHORD BEARING
Cl
Alex
indria Subdivis
4B
on
25.49'
1 35. SW
SO2'31'29 "E
C2
392T
Pbase
90'00' '
25.00'
1 35.36'
NB8'S5' 1'E
C7
39.47'
ZONED R -1
90 7'38'
0'
35.50'
NO3'1 8
C8
39.46'
5.00'
90'26'16"
25.19'
5.49',
S86'14'35"W
C9
39.08'
MOO'
9'33'44"
24.81'
35.22'
S03'45'25 "E
C10
39.07
25.00'
A exandria S
Phase
oN e
CURVE
TABLE
CURVE
LENGTH
RADIUS
DELTA
TANGENTI
CHORD
CHORD BEARING
Cl
39. 5'
5.Q0'
9 'O6' 1"
25.49'
1 35. SW
SO2'31'29 "E
C2
392T
25.00'
90'00' '
25.00'
1 35.36'
NB8'S5' 1'E
C7
39.47'
5.00'
90 7'38'
0'
35.50'
NO3'1 8
C8
39.46'
5.00'
90'26'16"
25.19'
5.49',
S86'14'35"W
C9
39.08'
MOO'
9'33'44"
24.81'
35.22'
S03'45'25 "E
C10
39.07
25.00'
89' 2'22'
2480'
35.21'
86'41'3 "E
C11
39,47'
25.00'
9927' 8"
25.20'
50'
SOTIW28"
C12
39.07
5.00'
89 2'22"
24.80'
35.21'
NB6'41'32'E
C13
5.77'
25.00'
36'07'59'
8.16'
15.51'
23'51'2 `
C14
--
-
--
--
--
--
C15
5.77'
25.00
36'07'59'
8.16'
15-51'
S29'3 '20 "E
C16
13.59'
25.00'
31'09'02*
6.97'
1.3.43'
S63'17'51 'E
C17
--
--
--
--
--
--
Ct8
-
-
--
--
-
--
C19
39.27'
90 '19'
00'00"
25.00'
1 35,36'
S03'04'39'
C20
39.56'
- 25.00'
25.00'
90'40'23"
.30'
35.56'
N86'35'1 0 "E
C21
9AB'
0"00'00"
30' 7'52'
1 i 7.76'
227.16'
S56 .33'54'W
C22
39.26'
. 430-00 ....
25.00'
89 '35"
24.99'
35.35'
NOT05'22"W
C23
39.27'
25.00'
9jr 00'00"
25.00'
35.36'
S8 55 "W
C24
39.27L
5.00'
90'00'00"
25.o g:
35. 6'
NO O
C25
13.62'
5.00'
31'12'54'
6.98'
13.45'
N 'O6'W
C26
133.0 2'
50.00'
15725
203.79'
97.12'
SO D4'39'E
C27
1162'
25.00'
31'1 '54'
6.98'
13.45'
N 1' 'E
C28
39.27'
5.00'
90 '00"
25.00
35.36
NOTO4' 9'W
C29
38.79'
25.00'
88'53'39'
24.52'
35.01'
S8T2B'31 "W
C30
36.68'
25.00'
84'01'02'
22.52'
33.46'
S83'5 '5 `w
C31
202.13'
430.00'
26'55'58'
102.97'
200.27'
S8 '36 "E
C32
197.76'
370.00'
7'26"
101.30'
195.
N65' '52
C33
T
25,00
9 17'30'
6.02'
36.06'
N0413' 4"W
C34
39.27'
25.00'
90'00'00"
6.00'
35.36'
N86'55'21 "E
C35
39.27'
.00'
90'00'00'
25.00'
35.36'
SOTO4' 9 "E
C36
39.27'
23.00'
90'00'00'
5.00'
35.36'
S86'55 "W
C37
39.27'
5.00'
00'00"
5.00'
5.36'
NO3'04' 9
C38
7:
:00'
9 , 0:00 " -
_ 25-00' ,
35.36'._
86'55'2 "
C39
39.27'
25.
0'0000"
5.00'
35.36'
03'04!.30"E
C40
39.27'
25.00'
9900'00"
25.00'
.36'
S86'5 '21 "w
C41
.39.27'
25.00'
90`00'00"
25.00'
35.36'
NOT 4'39"W
C42
39.27'
25. '
90'00'00"
25.00'
35.36'
N8 55'21'E
C43
39.27'
25.00'
9O'00' "
25.00'
35.36'
S03'04'39"E
C44
39.27'
25.00'
9O'00'OO"
25.00'
1 35.36'
S66'55'21 "W
C45
39.27'
25.00'
9(`00'00'
25.00'
35.36'
NO304'39'W
C46
39.27'
25.00'
90'00'00"
25.00'
35.36'
NSir55'21'E
C47
39.27'
25.00'
9 00'OO'
25.00'
35.36'
S03'D4'39'E
C48
39.27'
25.00'
90'00'00"
25.00'
35.36'
S86'55 "W
C49.
39.27'
25.00'
90'00'00"
25.00'
5.36'
03'04'39"W
C50
39.27'
25.00'
90"00'00'
25.00'
35.36'
NB6' '21"E
C51
39.27'
25.00'
90'00'00'
25.00'
1 35.46
S03' '39 "E
C52
39.27'
25.00'
90'OO' '
25.00'
35.36'
6'55'21'W
C53
39.26'
25.00'
5835"
24.99'
35.35'
03'05'22"W
C54
39.28'
25.00'
90'01
2.01'
5.36'
N86'54'38"E
C55.
39.27'
25.00'
90'00'00'
25.00'
35.36'
S03'04'39'E
C56
42.72'
25.00'
97'54' "
28.71'
37.71'
S07*01'41'E
C59
98.49'
425.00'
13'16'39"
49.47'
98.27'
S35'17' 1"W
C60
30.70'
25.00'
70'21'43"
17.62'
28.81'
N63'49'33 "E
C61
161.54'
370.00'
25'00' 2"
82.08'
160.26'
S68'29'09 'E
C63
39.07'
25.00'
89'32'22"
24.80'
35.21'
1 S86'41'32'W
C64
3947
25.00'
90'27'38"
25.20'
35.50'
NO3'1B'28"W
C66
44.72'
25.00'
1OZ29' 2
31.14'
38.99'
S21'01'56"E
C67
76.64'
375.00'
11'42'36"
38.45'
76.51'
S36'04'03'W
CBS
9.07'
25.00'
8 32'22'
24.80'
35.21'
S86'41' 2"W
C69
39.47'
25.00'
90'27'38"
25.20'
35.50'
NO3'1 8'28"w
C70
38.51'
25.00'
88'1546'
24.25'
34,82'
N86'03'14'E
C71
168.58'
430.00'
2727'43"
85.35'
167.50'
N61'02'45W
C72
39.27'
25.00'
90'00'00'
25.00'
35.36'
SOT04'39 "E
C73
39.07'
25.00'
89'3 '22'
24,80'
35.21'
S86'4l'32 W
C74
39.47'
25.00'
90'27'38"
25.20'
35.50'
NO3'18'28
C75
39.27'
25.00'
90'00'00'
25.00'
1 35,36'
N86'55' 1 "E
C76
39.27'
25.00'
90 00'00'
25.00'
35.36'
S03'04'39 "E
C77
39.27'
25.00'
90'00'00'
25.0 '
35.36'
S86'55'21 "W
C78
39.27'
25.00'
90'00'OO"
25.00'
35.36'
NON04'39'W
C79
39.27'
25.00'
90'00'OO'
25.00'
35.36'
N8655'21 "E
C80
39.27'
25.00'
90'00'00"
25.00'
35.36'
S03'04'39 "E
Cal
39.27'
25.00'
90'00'00'
25.00'
35.36'
S86'55'21'W
C82
39.27'
25.00'
90'00'00'
25.00'
35.36'
NOT04
C83
39.27'
25.00'
90'00'00'
25.00'
35.36'
N8655'21 "
C54
39.27'
25.00'
90'00'00'
25.00'
35.36'
03'O4'39 "E
C85
39.27'
25.00'
90'00'00"
25.00'
35.36'
S 6'55'21 "W
CBS
39.27'
25 0O'
90'00'OW
25.00'
35.36'
NOTO '39"W
C67
39.27'
25.00'
90'00'00"
25.00'
35.36'
N86' '2 'E
C88
39.27'
25.00'
90`00'00'
25.00'
35.36'
SOT 4'39 "E
C89
.
25.00'
90 'OO'
QO
25.00'
S86'55'21 "W
C90
7'
393 .2
25.00'
90'00'00"
25.00'
3 .36'
NO3' 4'39"W
C3, C4, C5, C6, C14, C17, C18, C57, C58, C62 & C65 HAVE BEEN OMITTED.
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IV PAM
- - - - - - - - PROPOSED EASEMENT LINE
2
PROPOSED
6" WATERLINE
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25.00
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PAL
PROPOSED
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« -. SHEET 2 OF 2 }
41'53 . '56' E - 785.43! es" PIPE ° , • n i
,- 1� 14 58.E
� Dahlia B. Waller
Phi -Ton Investments, L.P. v� \ \ Called 22.796 AC.
9.8 Acre I clict ���AILL \ 327/90
f D R- 1� \ �� \ ZONED A -O
,f r� DETENTION AREA � ° \
2.9 ACRES e
/ r EXISTING 15° \ \ ��e \
i SEWER UNE \
s--� -- . EXISTING S ANITARY SEWER LINE
( MAJOR)
EXISTING MA
CONTOUR
)
(
EXISTING CONTOUR (MINOR) W EXISTING WATERLINE
s -s PROPOSED 6 SANITARY S LINE
WMM PLAT BOUNDARY EWER L
NDARY "
RM PHASE LINE S PROPOSED 8" SANITARY SEWER LINE
-- - LOT LINE
Q
PROPOSED
SEWER MANHOLE
I DELTA
TANGENT
CHORD
p PROPERTY CORNER
C91
PROPOSED
SEWER CLEANOUT
90'00'00*
5. 0'
35.36'
- - - - - - - - PROPOSED EASEMENT LINE
W7
PROPOSED
6" WATERLINE
00' '
25.00
35.36'
-- - EXISTING EASEMENT LINE
w_e
PROPOSED
B" WATERLINE
9cr 0'00'
25.00'
35.36'
........... ROW LINE
w -12
PROPOSED
12" WATERLINE
MOW S"
.99'
35.35'
F PROPOSED 4' SIDEWALK
"m
PROPOSED
FIRE HYDRANT
90`01'25'
2 .01'
35.36'
PROPOSED 6' SIDEWALK
- ST - sr -
PROPOSED
STORM SEWER
90'00'00'
25.00'
35.36'
S 3'04'3 "E
m
PROPOSED
STORM INLET
90721
25.16'
35.46'
S TO6' "W
-'
FLOW DIRECTION
25.00'
89'30'41*
24.85'
F � \
NOT TO SCALE
f
/ cf�
� o
J
1 35 E OD Spring ok- Cypress
liesapeake Court Meadow division 4
Phase
� 2 ZONED R -1
Alexan hia Su ivisio
base 2 Purple Martin Cove -
r • � ,
NED 1
..� _
Z -
,i ,<
F 11.254 Acre Common
/ r /
Ownel & Maintained by '
Spr* gbrook Homeowner s
Associatio (
p D twill Court Vol.
I ftft
n.
tV
LID
X
° l--
r 9 c
m o
Z a X
U)
CURVE TABLE, CONT.
CURVE
LENGTH
RADIUS
I DELTA
TANGENT
CHORD
CHORD BEARING
C91
9.27'
.00'
90'00'00*
5. 0'
35.36'
N88'55'2 "
C92
39.27'
25.00'
00' '
25.00
35.36'
SO.T 4'39'
C93
9.
N
t3
9cr 0'00'
25.00'
35.36'
SB 55' 1'W
C94
39.26'
- 25.00'
00'
MOW S"
.99'
35.35'
N T05'22
C95
39.28'
'
90`01'25'
2 .01'
35.36'
86' ' "
C98
39. 7'
25 QO'
90'00'00'
25.00'
35.36'
S 3'04'3 "E
C97
39. 2'
500'
90721
25.16'
35.46'
S TO6' "W
C98
39.11'
25.00'
89'30'41*
24.85'
35,25'
02 '00"W
C99
39,27'
5.00'
0' V
25.00'
35.36'
N86`55217
ClOO
39.27'
L 25.00'
9700'00"
25.00'
35.36'
SO 04'39'E
C101
39.42'
25.00'
S. A VARIANCE WAS APPROVED FOR BLOCK LENGTH FOR BLOCKS 1, 2 & 4 BY THE &
25.1 6'
5.
7!06'
C102
39.1
500'
9' 8'41"
24-85
35.25'
NO 4'00"W
C103
39.27'
25.00'
'0 "
25-00'
3.36'
N116'55'21 "E
C104
32.27'
25.00'
90700'00
25,00
35.36'
04'3 "E
C105
39-42'
25.00'
90 '19'
35.46'
8706'00"W
C106 .
39.1 V
5. '
89'38'4 '
24.85'
35.25
NOT54'00
C107
39.
5.00'
0"00'00"
2.00'
6'
DAVE CROSSING SUBDIVISION
C108
39.27'
25.00'
90 '00'
25.00'
35.36'
S03'OW39"E
C109
39.42'
25.00`
90'21'19"
2 .16'
6'
9 BT06'00
C11.0
39.11'
25,00!
89'3 '4 '
24.
.25'
NO2754'
C111
39.27'
25.00'
90'000 "
25,00'
35.36'
N86'S5'21'E
C112
;59,3
500'
90`09'21*
25.07'
35,40'
186'49'15"
C113
52.36'
S0. 0'
60'00'00"
28.87'
5 .00'
N11'44'35 "E
C114
17 .16'
50.00'
459'2
380.05'
99.15'
79' 4'18
PREPARED BY BRAZOS COUNTY ABSTRACT COMPANY. ALL EASEMENT INFORMATION APPLICABLE TO
LINE
o
:
m
0 LL
107.72'
N41'01'27"E
L2 .
THE SURVEY IS SHOWN ACCORDING TO THIS POLICY IN GF NO, 140603.
107.759 ACRES
L5
72,89'
2'17'E
L6
96.20'.
N41'55'21 "E
L7
6. THIS PROPERTY DOES NOT LIE WITHIN ' A 100 -YEAR FLOOD HAZARD AREA AS PER FLOOD
O
U3
NOTES:
Q
IY
N
t3
C)
INSURANCE RATE MAP (FIRM) NO. 48041 CO201 D, DATED FEBRUARY 9, 2000..THE:.100 -YEAR __
r E _.. -_ �anaa__. � ,,,_.. _
FLOODPLAIN BY BAS FL C,1Tfi F,.<_, YEAR..,..
1. NORTH ORIENTATION IS BASED ON ROTATING THE SOUTHWEST LINE TO GRID NORTH BY
L71
89.52'
m
Q
C ~
N4 '55'21 "E
UTILIZING GPS METHODS.
- SHOWN la AS DETERMINED cLE�AT10rJ ,, .0 _ _ .
w
Y O
83.06'
r
z_
---
CD --
- -- _: --
i U
PHASE 1 B = 8.451 AC. PHASE 6 = 7.459 AC.
x
67.55'
2, THE FOLLOWING EASEMENT INFORMATION PERTAINS TO THIS TRACT;
z
a
cC
1.19
CD
m
548'04'39"
A. THE RIGHT -OF -WAY EASEMENT TO THE CITY OF BRYAN RECORDED IN VCIL. 98, PG. 84
65.00'
O V39'E ,
M A Y
N
65.00'
T43'2 "E
L22
AFFECT THIS TRACT, BUT IT'S LOCATION IS UNKNOWN:
PHASE 1 C = 7.625 AC. PHASE 7 = 15.961 AC.
L23
w
0 ' "E
.�
66.0 0
13. THE RIGHT -OF -WAY EASEMENT TO THE CITY OF BRYAN RECORDED IN VOL. 1764, PGS:
L25
7. CURVE LENGTHS SHOWN ARE ARC LENGTHS.
S47 43'20'E -
L26
6.17'
N 04'39'W
8 & 11 DOES AFFECT THIS TRACT AND IS SHOWN.
66.06'
W
L28
S. A VARIANCE WAS APPROVED FOR BLOCK LENGTH FOR BLOCKS 1, 2 & 4 BY THE &
CL
L29
C. THE EASEMENT TO THE CITY OF COLLEGE STATION IS RECORDED IN VOL.. 3393, PG. 1
'04' 9 "E
20.73'
L31
:PLANNING
DOES AFFECT THIS TRACT AND IS SHOWN,
L32
Q
S76' :r 2'E
L33
2ocml
A
L34
ZONING COMMISSION ON OCTOBER 28, 2004. THE VARIANCE REQUEST FOR BLOCK LENGTH FOR
BLOCK 6 WAS DENIED. A STREET CONNECTION TO THE J.K. DEVELOPMENT, LLP TRACT HAS BEEN
PHASE - 8 . 708 AC, PHASE = 13.2 A
- 9 1 3. 5 23 C.
L35
D. THE EASEMENT AND RIGHT -OF -WAY TO GTE SOUTHWEST INC. RECORDED IN VOL. 4003,
Ll
PG. 122 DOES AFFECT THIS TRACT AND IS SHOWN.
LL"
Z
3. THIS PROPERTY IS CURRENTLY ZONED R -1, SINGLE - FAMILY RESIDENTIAL.
PRELIMINARY PLAT
�?
0
ADDED FOR PHASE 9. SINCE ONLY 1 STREET CONNECTION HAS BEEN ADDED (INSTEAD OF 2), A
4. THE TOPOGRAPHY SHOWN IS FROM AERIAL MAPPING DEVELOPED IN 1994 FOR THE CITY OF
---
W
0
COLLEGE STATION.
5 THE SURVEY FOR THIS PROPERTY WAS PREPARED WITH THE BENEFIT OF A TITLE POLICY
DAVE CROSSING SUBDIVISION
M
0
W
(1)
PREPARED BY BRAZOS COUNTY ABSTRACT COMPANY. ALL EASEMENT INFORMATION APPLICABLE TO
LINE
LENGTH
z
L1
107.72'
N41'01'27"E
L2 .
THE SURVEY IS SHOWN ACCORDING TO THIS POLICY IN GF NO, 140603.
107.759 ACRES
L5
72,89'
2'17'E
L6
96.20'.
N41'55'21 "E
L7
6. THIS PROPERTY DOES NOT LIE WITHIN ' A 100 -YEAR FLOOD HAZARD AREA AS PER FLOOD
41'55'21'E
U3
1.,
Q
IY
89.5
N4 '53'56"E
L10
INSURANCE RATE MAP (FIRM) NO. 48041 CO201 D, DATED FEBRUARY 9, 2000..THE:.100 -YEAR __
r E _.. -_ �anaa__. � ,,,_.. _
FLOODPLAIN BY BAS FL C,1Tfi F,.<_, YEAR..,..
P 1A - - - - _ E 5-=_40
AC. HAS
L71
89.52'
m
Q
77.58'
N4 '55'21 "E
L13
- SHOWN la AS DETERMINED cLE�AT10rJ ,, .0 _ _ .
.,.613 .406 ,4C.
L14
83.06'
W
z_
---
CD --
- -- _: --
FLOODPLAIN DELINEATION FOR THE SOUTH FORK OF LICK CREEK AND THE ALEXANDRIA
PHASE 1 B = 8.451 AC. PHASE 6 = 7.459 AC.
L17
67.55'
S80'59
z
65.00
S48'04',39 "E
1.19
SUBDIVISION PREPARED BY MCCLURE ENGINEERING
548'04'39"
L20
65.00'
O V39'E ,
L21
65.00'
T43'2 "E
L22
6.00'
PHASE 1 C = 7.625 AC. PHASE 7 = 15.961 AC.
L23
w
0 ' "E
L24
66.0 0
1 848'04'39"
L25
7. CURVE LENGTHS SHOWN ARE ARC LENGTHS.
S47 43'20'E -
L26
6.17'
N 04'39'W
W
66.06'
W
L28
S. A VARIANCE WAS APPROVED FOR BLOCK LENGTH FOR BLOCKS 1, 2 & 4 BY THE &
=
PHASE 2 = 8.289 AC. PHASE 8 10.567 AC.
L29
W
'04' 9 "E
20.73'
L31
:PLANNING
5'15'E '
L32
Q
S76' :r 2'E
L33
2ocml
A
L34
ZONING COMMISSION ON OCTOBER 28, 2004. THE VARIANCE REQUEST FOR BLOCK LENGTH FOR
BLOCK 6 WAS DENIED. A STREET CONNECTION TO THE J.K. DEVELOPMENT, LLP TRACT HAS BEEN
PHASE - 8 . 708 AC, PHASE = 13.2 A
- 9 1 3. 5 23 C.
L35
Z
_
Ll
Z
LL"
Z
�?
0
ADDED FOR PHASE 9. SINCE ONLY 1 STREET CONNECTION HAS BEEN ADDED (INSTEAD OF 2), A
PHASE 4 = 7 .152 AC.
---
W
0
VARI REQUEST WILL ALSO BE REQUIRED FOR PHASE 8.
M
0
W
(1)
N
~
BLOCK 1, LOTS 1 THRU 21 BLOCK 9, LOTS 1 THRU 38 BLOCK 17, LOTS 1 THRU 10
W
�
F-
Q
9: THE FOLLOWING LOTS, WHICH ARE ALL OF PHASES 1A, 1B & 1C, ARE PROPOSED TO SEWER
1, 1 BLOCK 2, 'LOTS 1 BLOCK
BLOCK 2, LOTS 1 THRU 23 BLOCK 10, LOTS 1 THRU 10 BLOCK 18 LOTS 1 THRU 12
,
('
V
>
W
I"-
TO THE 92 -01 SEWER IMPACT FEE LINE: BLOCK LOTS -21; -14;
1 -12; 4, LOTS 1 -41 BLOCK 5, LOTS 1 -7; BLOCK 7, LOTS 1 =19; AND BLOCK
BLOCK 3, LOTS 1 THRU 12 BLOCK 11, LOTS 1 THRU 13 BLOCK 19, LOTS 1 THRU 10
z
0
W
3, LOTS BLOCK
�e
CO
8 LOTS 1 -5 A SEWER ANALYSIS WAS PROVIDED TO CONFIRM THERE IS ADEQUATE CAPACITY IN
BLOCK 4 , LOTS 1 THRU 41 BLOCK 12, LOTS 1 THRU 13 BLOCK 20 LOTS 1 THRU 26
(n
Z
LINE TABLE
LINE
LENGTH
BEARING
L1
107.72'
N41'01'27"E
L2 .
73.58'
0 '3 "E
L5
72,89'
2'17'E
L6
96.20'.
N41'55'21 "E
L7
89.80'
41'55'21'E
U3
65.42'
S48'0 '39 "E
L9
89.5
N4 '53'56"E
L10
9.52'
N41'55'21'E
L71
89.52'
N41'55'21 "E
L12
77.58'
N4 '55'21 "E
L13
75.70'
S48'04'39'E <
L14
83.06'
N41'5 '21 "E
L15
103.04'
S8V5 '35"E
L16 .
20.58'
N21r3B'42 "E
L17
67.55'
S80'59
L18
65.00
S48'04',39 "E
1.19
5.00'
548'04'39"
L20
65.00'
O V39'E ,
L21
65.00'
T43'2 "E
L22
6.00'
0 '39 "E
L23
66.00'
0 ' "E
L24
66.0 0
1 848'04'39"
L25
66.00
S47 43'20'E -
L26
6.17'
N 04'39'W
L27
66.06'
'04'3 "E `
L28
66.02'
S4B'0 '3 "E
L29
05.7V
'04' 9 "E
L30
20.73'
N 6'43' "E
L31
120.00'
5'15'E '
L32
96.29'
S76' :r 2'E
L33
2ocml
13'31 "E
L34
161.22'
N 1'47'12 "E
L35
70,,30'
N44r 7'05
THE LINE. BLOCK 5, LOTS 1 THRU 7 BLOCK 13, LOTS 1 THRU 14 BLOCK 21, LOTS 1 THRU 28 (1) z (D W
10. THE 20' PUBLIC UTILITY EASEMENT ALONG THE PROPERTY LINE ADJACENT TO THE SCHOOL BLOCK 6, LOTS 1 THRU 48 BLOCK 14, LOTS 1 THRU 14 BLOCK 22, LOTS 1 THRU 13 0 v
PROPERTY WILL BE USED FOR THE EXTENSION OF THE POWERLINES IN ORDER TO PROVIDE BLOCK 7, LOTS 1 THRU 38 BLOCK 15, LOTS 1 THRU.28 BLOCK 23, LOTS 1 THRU 5 W V 0 W
ELECTRICAL SERVICE TO THIS PROPERTY. SINCE THE ENTIRE LENGTH IS REQUIRED FOR THIS BLOCK 8, LOTS 1 THRU 10 BLOCK 16, LOTS 1 THRU 26 V W z J
EXTENSION, THIS EASEMENT WILL BE CONVEYED BY PLAT WITH THE DEVELOPMENT OF PHASE 1 C. °
ROBERT STEVENSON 0
R STVENS LEAGUE A -54 U) O
11. ALEXANDRIA AVENUE WILL BE CONSTRUCTED . TO CONNECT PHASE. 6 OF THIS SUBDIVISION WITH 0 Z 0 U
THE ALEXANDRIA SUBDIVISION. THE DEVELOPER OF THE FROEHLING TRACT WILL CONSTRUCT THIS COLLEGE STATION, BRAZOS COUNTY, TEXAS 0 H
CONNECTION BEFORE OR AT THE COMPLETION OF PHASE 6 OF THIS DEVELOPMENT. (�
12. THE STORM WATER D FACILITIES FOR PHASES 1A, 1B, 1C, 2, 3 AND 4 OF THIS SCALE: 1 " =100' 0 2004 0 W
SUBDIVISION WILL BE TEMPORARY DETENTION PONDS LOCATED WITHIN THE LIMITS PHASES 5, CO >
6, 7 & 9 OF THE SUBDIVISION. THE EXISTING PONDS ON THE PROPERTY WILL BE MODIFIED AND REV SEPTEMBER, 2004 0
UTILIZED AS TEMPORARY DETENTION PONDS. THE TEMPORARY DETENTION FACILITIES WILL REMAIN OCTOBER, 2004 REV. 2
UNDER THE CONTROL OF AND BE MAINTAINED BY THE DEVELOPER UNTIL THE PERMANENT C
DETENTION PONDS ARE CONSTRUCTED. THE PERMANENT STORM WATER DETENTION FACILITIES FOR (NOTE 8, SHEET 2 OF 2 ONLY)
THE ENTIRE SUBDIVISION WILL BE LOCATED IN THE 9.8 ACRE TRACT SHOWN ON THIS`PLAT. THE AUGUST, 2005 (REV. 2)
PERMANENT DETENTION FACILITIES WILL BE DESIGNED TO MEET THE REQUIREMENTS OF WILL CITY OWN ER /DEVELOPER
OF COLLEGE STATION DRAINAGE POLICY AND DESIGN STANDARDS. A DRAINAGE STUDY WILL ALSO
BE PROVIDED WITH THE PERMANENT FACILITY DESIGN TO SHOW THAT THE 100 -YEAR FLOOD Phi -Ton Investments, LLP
ELEVATIONS FOR THE SOUTH FORK OF LICK CREEK ARE NOT INCREASED BY THIS DEVELOPMENT. 3205 Earl Rudder Freeway South ENGINEER
13. MINIMUM STREET DESIGN AND CONSTRUCTION REQUIREMENTS WILL CHANGE WHEN THE CITY College Station, TX 77845
OF COLLEGE STATION ADOPTS THE NEW STANDARDS. (979) 693 -6699
TE 4 EXHIBIT
N
14. COMMON AREAS WILL BE OWNED AND MAINTAINED BY THE HOME OWNERS' ASSOCIATION (HOA). SUR
15. TEMPORARY TURNAROUNDS WILL BE PROVIDED FOR THE ALLEY BETWEEN PHASES 3 & 8, THE General Contractors
EASTERN EXTENSION OF EAGLE AVENUE WITH PHASE 9, AND ANY OTHER DEAD ENDS LO Curtis Strong RPLS No: 4961 Ginger L. Urso, P.E.
THAN THE DEPTH OF 1 LOT Strong Surveying 1707 Graham Road
1.3 & L4 HAVE BEEN OMITTED 1722 Broadmoor, Suite 105 College Station, Texas 77845
R U Bryan, TX 77802 (979) 764 -7743
(979) 776 -9836 SHEET 2 OF 2
SHEET 2 OF 2
VICINITY MAP
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4 — '284 _ ---- -- - - ---- _ ----- --- -- - -- —_ —__ - -_ -- __2848
PIPE 72 286
_- -- - - -- - -- - - --- ----- -
- - - -- -- _ -- - -- _ _ —� __ — -- — _— S
_.284_ -- -__ -285 -
36" RCP - - -- ro
JUNCTION BOX #12 JUN
_ - -287- CTION EM-2 - -
PIPE 86 ------- - - - - -- -'
--
�` _ PIPE 85 INLET 178 -°------"------ - - --
PIPE _ 24" RCP -'" PIPE 46
36" RCP -- -- - - -- 36" RCP 4Q.�'LF
- 87 - 288--- - - ---- - - - - -- 288 - - - -- 36" RCP
r
BOX #13 26� -_- - - --
79.0
1 56.5 L F - -s7= _ = - _ /
87-�
Eagle Avenue 2$$� . �: = `
—2
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177
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Chesapeake Coin
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EROSION CONTROL NOTES:
1. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE
ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL
STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED
AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR.
2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS
NECESSARY TO MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING
THE PROJECT SITE.
3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE
EROSION AND SEDIMENT CONTROL DEVICES. INSPECTIONS SHALL BE DONE
EVERY 14 DAYS AND AFTER EVERY RAINFALL EVENT OF 1/2 OR MORE.
4. HYDROMUCLH SEEDING SHALL BE INSTALLED ON ALL DISTURBED AREAS
WITHIN 14 DAYS OF FINAL GRADING.
5. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS
AFTER CONSTRUCTION IS COMPLETE.
6. INLET PROTECTION TO BE INSTALLED AT ALL INLETS.
7. INSTALL ROCK CHECK DAMS OR SILT FENCE BARRIERS AS NEEDED AT
CONCENTRATED FLOW LOCATIONS. REMOVE THESE EROSION CONTROL
MEASURES ONCE GRASS IS ESTABLISHED.
GRADING NOTES:
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
VERIFYING THE EXACT LOCATION OF ALL EXISTING
UNDERGROUND UTILITIES. NOTIFICATION OF THE UTILITY
COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTION IS REQUIRED.
DIG TESS: (800) 344 -8377
ATMOS ENERGY: (800) 545 -6005
(800) 344 -8377
SUDDEN LINK COMMUNICATIONS: (979) 846 -2229
VERIZON: (800) 344 -8377
2. TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA.
3. THE CONTRACTOR IS REQUIRED TO MAINTAIN TEH TPDES GENERAL PERMIT NO.
TXR 150000 REQUIREMENTS FOR CONSTRUCTION SITES. A COPY CAN BE
OBTAINED AT:
http /www.tceq.state.tx.us / assets /public /permitting /waterquality/
attachments /stormwater /txr150000.pdf
4. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2008 CITY OF
BRYAN /COLLEGE STATION STANDARD SPECIFICATIONS AND DETAILS FOR WATER,
SEWER, STREETS AND DRAINAGE. ALL CONSTRUCTION SHALL BE COORDINATED
WITH THE CITY ENGINEER'S OFFICE.
5. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART
1926 SUBPART P FOR TRENCH SAFETY REQUIREMEN.T.S.
6. ALL FILL MATERIAL USED FOR THE DETENTION POND DAM SHALL BE FREE OF
ORGANIC MATERIAL. FILL SHALL BE COMPACTED IN 6 LIFTS TO A DENSITY OF
95% STANDARD PROCTOR WITH MOISTURE CONTENT FROM 2% BELOW TO 47.
ABOVE OPTIMUM.
EXISTING CONTOUR -----280
PROPOSED POND CONTOUR •
.01 . . m
CONCRETE SPILLWAY
PROPOSED PIPE WALLS
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_ - -287- CTION EM-2 - -
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�` _ PIPE 85 INLET 178 -°------"------ - - --
PIPE _ 24" RCP -'" PIPE 46
36" RCP -- -- - - -- 36" RCP 4Q.�'LF
- 87 - 288--- - - ---- - - - - -- 288 - - - -- 36" RCP
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BOX #13 26� -_- - - --
79.0
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EROSION CONTROL NOTES:
1. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE
ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL
STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED
AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR.
2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS
NECESSARY TO MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING
THE PROJECT SITE.
3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE
EROSION AND SEDIMENT CONTROL DEVICES. INSPECTIONS SHALL BE DONE
EVERY 14 DAYS AND AFTER EVERY RAINFALL EVENT OF 1/2 OR MORE.
4. HYDROMUCLH SEEDING SHALL BE INSTALLED ON ALL DISTURBED AREAS
WITHIN 14 DAYS OF FINAL GRADING.
5. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS
AFTER CONSTRUCTION IS COMPLETE.
6. INLET PROTECTION TO BE INSTALLED AT ALL INLETS.
7. INSTALL ROCK CHECK DAMS OR SILT FENCE BARRIERS AS NEEDED AT
CONCENTRATED FLOW LOCATIONS. REMOVE THESE EROSION CONTROL
MEASURES ONCE GRASS IS ESTABLISHED.
GRADING NOTES:
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
VERIFYING THE EXACT LOCATION OF ALL EXISTING
UNDERGROUND UTILITIES. NOTIFICATION OF THE UTILITY
COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTION IS REQUIRED.
DIG TESS: (800) 344 -8377
ATMOS ENERGY: (800) 545 -6005
(800) 344 -8377
SUDDEN LINK COMMUNICATIONS: (979) 846 -2229
VERIZON: (800) 344 -8377
2. TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA.
3. THE CONTRACTOR IS REQUIRED TO MAINTAIN TEH TPDES GENERAL PERMIT NO.
TXR 150000 REQUIREMENTS FOR CONSTRUCTION SITES. A COPY CAN BE
OBTAINED AT:
http /www.tceq.state.tx.us / assets /public /permitting /waterquality/
attachments /stormwater /txr150000.pdf
4. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2008 CITY OF
BRYAN /COLLEGE STATION STANDARD SPECIFICATIONS AND DETAILS FOR WATER,
SEWER, STREETS AND DRAINAGE. ALL CONSTRUCTION SHALL BE COORDINATED
WITH THE CITY ENGINEER'S OFFICE.
5. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART
1926 SUBPART P FOR TRENCH SAFETY REQUIREMEN.T.S.
6. ALL FILL MATERIAL USED FOR THE DETENTION POND DAM SHALL BE FREE OF
ORGANIC MATERIAL. FILL SHALL BE COMPACTED IN 6 LIFTS TO A DENSITY OF
95% STANDARD PROCTOR WITH MOISTURE CONTENT FROM 2% BELOW TO 47.
ABOVE OPTIMUM.
EXISTING CONTOUR -----280
PROPOSED POND CONTOUR •
.01 . . m
CONCRETE SPILLWAY
PROPOSED PIPE WALLS
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