HomeMy WebLinkAboutDrawingsPR
'POSED
LOCATION TO BE
FINAUZEb
STORM SEWER MANHOLE
IN ACCORDANCE
WITH,
mr-
REQUIREMENT
FOLLOWING
C25
CONSULTATION
WITkil
ADYOINING
._l/
_......
1RON
511.39' 813.54'
CURVE
TALE:
w
C27
80.89' 215.00'
OD 5E
CURVE
LENGTH RADIUS
DELTA
CHORD BEARING
26'23'38"
S 36'46'09"W-116.43'
Cl
64,55' 40.00'
9227'48"
S 01'0;5'23'E-57.77'
FIBER OPTIC LINE
T
C2
51.56' 30,00'
98'27'52"
N 77'04'10"W-45.44'
4 1 =
C3
925.36' 733.54'
72'16'44"
N 08"1'7'59"E-865.21'
C4
55.69' 50.00'
63'48'43"
N 76'20'51"E-52.85'
;#'4.4 m
C5
146.44' 300.00'
27'58'04"
S 57'43'26'E-144.99'
C6
61.71' 437.00'
8'05'28"
N 4747'48"W--61.66'
12.1"
C7
85,90' 84.00'
'5835'22"
N 22'32'52"W-82.20'
r
C8
122.76' 91.00'
77'17'34"
N 31'53'58"W-113.66'
46 Z
m
C9
179.58' 384.00'
26'47'39"
N'57'08'55"W-177.94'
C10
102.91' 465.00'
12'40'48"
N 3746'18"W-102.70'
'
Cll
615.13 455.00'
77'27'35"
N 06'24'44"E-569.34'
m
`8.0
C1,2
61.11' `40.00'
87'32'12"
N 88'54'37"E-55.34'
C13
980.45' 813.54'
69'03'03"
S 46'4'1'10"V1-922.18'
C14
45.28' 30.00'
86'28'42"
S 15'24'07"W-41.10'
✓'
C15
315.39' 615.00'
29'23'00'
N 8015'03"E-311.95'
C16
43.46' 30.00'
83'00'33"
S 72'513'11"E-39.76'
EXISTING
WATER
24"
LINE
C17
120.61' 545.00'
12'40'48"
S 37'46''18"E-120.37'
C18
158.89' 110.00'
824542"
N 81'43'25"W-145.43'
C19
506.36' 380.00' --
76'20'53"
-N 2223'52"E-469.72'
C20
19.32' 1115.94'
0'59'31"
S 37'45'04"W-19.32'
C21
133.56' 980.94'
7'48'05'
S 6237'56'W-133.46'
C22
125.68' 980.94'
7'20'27"
S 62'51C47"` -125.59'
PR
'POSED
LOCATION TO BE
FINAUZEb
STORM SEWER MANHOLE
IN ACCORDANCE
WITH,
TxgOT
REQUIREMENT
FOLLOWING
C25
CONSULTATION
WITkil
ADYOINING
LANDOWNER.
C23
7.88' 980.94'
0'27'38"
S 58'57'44"W-7.88'
STORM SEWER MANHOLE
C24
NOT USED
----ST--
TELEPHONE PEDESTAL
0
C25
469,06' B13.54'
33'02'05"
N 1179'20"W-462.59'
TELEVISION CABLE
C26
511.39' 813.54'
36'00'59'
N 23'12'12"E-503.02'
w
C27
80.89' 215.00'
21'33'25"
S 34'21'02"W-80.41'
FIRE HYDRANT
C28
117.47' 255.00'
26'23'38"
S 36'46'09"W-116.43'
C29 48.46' 91.00' 30'30'43' N 55'17'23"W-47.89'
C30 317.37' 380.00' 47'51'07" N 3638'45'EN308.22'
TEXAS C31 291.00' 833.49' 20'00'14" S 37'16'01"W-289.52'
TENT C32 188.99' 380.00' 28'29'46" N 01'31'42"W-187.05'
C33 54.03' 326.00' 11'45'15" S 21'30'09"W-63.93'
C34 165.69' 833.49' 11'23'24" S 21'34'13"W^ 165.42'
C35 204.05' 200.00' 58'27'18" N 13'2;"04"EN195.31'
C36 140.44' 326.00' 24'41'00" S 39'28'16"W-139.36'
C37 61.82' 100.00' 35'25'19" N 5624'50"W-60.84'
C38 192.04' 326.00' 33'45'09" N 34'513'12'E-189.28'
C39 142.66' 443.00' 18'27'03" S 60'30'17"W-142.04'
C40 280.02' 833.49' 19'14'56" N 25'29'59'E-278.70'
C41 239.51' 443.00' 30'58'39" S 35'47'26"W-236.61'
C42 176.67' 833.49' 12'08'41" N 41'11'48"E-176.34'
C43 301,01' 443.00' 38'55'51" S 00'50'11"W-295.25'
C44 165.25' 414.00' 22`52'12" S 07'11'39"E-164.16' "
C45 117.47' 255.00' 26'23'38" N 3646'09"E-116.43'
C46 80.89' 215.00' 21'33'25" N 34'21'02"E-80.41'
C47 14.48' 414.00' 2'00'12" N 17'37'39"W-14.48'
C48 683.18' 443.00' 88'21'33" N 25'3:5'02"E-617.46'
EMENT C49 53.65' 150.00' 20'29'36" N 51'15'46"W-53.36'
C50 63.49' 150.00' 24'14'59" N 73'38'03"W-63.01'
C51 117.14' '150.00' 4444'34" S 63'2::5'16'E-114.18'
C52 226.12' 733.72' 17'39'28" N 19'OCi 30"W-225.23'
i C53 495.22' 527.54' 53'47'10" N 16'42:'57"E -477.2z, j
f3i C54 342.53' 733.54' 26'45'16" N 03'12 00" E-339 42'
C55 246.34' 527.54' 26'45'16" S 03'12"00-W-244.10'
C56 ` `356.71' 733.54' 27'51'44" N 30'30'29'E-353.21'
C57 248.89' 527.54' 27'01'54" S 30'05'34"W-246.59'
C58 150.77' 414.00' 20'52'00" N 06'11'33"W-149.94'
co
BLOCK 2 LINE TABLE:
LINE BEARING DISTANCE z W w
Li S40'04'46"W 68.07' (n aQ
L2 S66`32'05"W 79.65'
L3 S56°53'40"W 249.07' ; m�
W =�
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J W W J
o- of zre
}u
y� 1r) X >
I- W '
V
TELEVISION'"`•-'-i.w--. �.... .'•.
PEDESTAL t `
1 TELEPHONE
[ ELECTRIC �Aa s ' SOX
VAULT
P(
iCITY OF COLLEGE STATION, TEXAS`
20' WIDE EASEMENT
VOL 4328, PG. 164
L114E:
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ROUTE
EVIDENCE. IT
HAT TXU GAS
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ATE ALL OF
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CITY IF Cp LEGE STATION, TEXAS
1 WIDE UTILITY EASEMENT
XHIElrF „'A"
VOL 589, PG. 218
TING ji.)RIVEWAY TO BE
OVED� SEE NOTE 9
Im
I - CONCRETE
SIDEWALK
BACK OF
CURB
SANITARY SEWER MANHOLE
- 8 w
SANITARY SEWER LINE
S$ -
STORM SEWER MANHOLE
STORM SEWER LINE
----ST--
TELEPHONE PEDESTAL
0
TELEPHONE LINE
T -
TELEVISION PEDESTAL
TELEVISION CABLE
4 .
WATER METER
Q
WATER LINE
w
i P.SS.E..
PRIVATE STORM SEWER ESMT.
WATER VALVE
_
FIRE HYDRANT
OVERHEAD ELECT. LINE
E -
POWER POLE
LIGHT POLE
GAS PIPELINE
G-
FIBER OPTIC LINE
I
PROPOSED 89" WATER LINE
- 8 w
PROPOSED R" SANITARY
---
SEWER LINE
PROPOSED STORM, SEWER UNE
- ST - -
€ GREENS PRAIRIE OVERLAY DISTRICT
r�
PER ORDINANCE ,-'2911
DATED: JULY 13, 2006
ZONING LINE
4 .
PR.A.E.
PRIVATE ACCESS EASEMENT
P.U.E.
PUBLIC UTILITY EASEMENT
i P.SS.E..
PRIVATE STORM SEWER ESMT.
TOWER POINT S"U BDIVISION
17 ACRE -El
ROBERT STEVENSON SURVD', A--54
COLLEGE STATION, BRAZOS COUNiY, TEXAS
OWNED AND DEVELOPED BY:
COLLEGE STATION MARKETPLACE L.P.
5-,0 POST OAK BLVD. SUITE 880
HOUSTON, TEXAS 77027
SCALE: 1 "=100' NOVEMBER 4, 2009
REVISED: OCTOBER 30, 2009
REVISED: OCTOBER. 13, 2009
REVISED: SEPTEMBER 8, 2009
REVISED: SEPTEMBER 4, 2009
REVISED: AUGUST 12, 2009
ORIGINAL APPROVAL: AUGUST, 200$
SHEET 2 OF 3
PREPARED BY:
KLING ENGINEERING & SURVEYING==
4101 TEXAS AV. -F P.O. BOX 442314+ BRYAN TEXAS -1- PH.979/846-6212
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