HomeMy WebLinkAboutAggieland Fitness Cntr 06
..
~
N
,
~
40 eo 0
SCALE IN FEET
\
b~
cy L.('O
D )
..y.
v/>
"
-<
*f
IT~.~o /'
~ EXIS~~:;
~T~D11.).
;;~..:.'&\~
ll-
\~~
-f~~
~~~~.
~-(~
~-s' "
I
40
~
I
1 . 8"X2"
FOR nno.....
T71
'\
.('
<0
>
j
"7
I
110LFOF r
PVC CASING 1
lit
<' "
ITA. 0+20:7.1]'"
r M.J. TEE "..~\.
, ..
ITA. 0+21.75 ~
8"Xfr' M.J. ReDUCE
ITA. 0+22.75
~.J.OATEV/ItLVE ~~
:;.~~.:o
ITA. 0+24.
22.soM.J. ~ ~~'\"" J\\.,.'
PROFILE SCALE
1" = 40' HORZ
1" = 4' VERT.
~
288
1280
/
0(
i!.
)!.
<0/'
~
~
-Y,,~~~~
I\S'. ~ (
"~
1$7 LF
OF'I'lINE
~
<0
>
,.
+
/
..
..
.4~.. '(). i
40
SCAlE IN FEET
STAlE HIGHWAy NO. 6.
TWO WAY 'IWPIe ADITA4E IiIOM>
MIIWlE _1M .:1:
~
~T~
r- J,
T T
~DI
,,~ .~
~~ .
~
~.
....x
~/)
"1 0(/
. (... " .TERlINE W-1
ITA. 0+24.75
WM.J. BEND
ITA. 0+14.76
22.r M.J. ~ ",/"
'.. ~/ /
.. '''-.. ~ ..- "
/
288/
EXlSllNG GROUN/_, _
.. / ~ I'J~&!~i
~-------- --'-__4' MIN.-1itJR"r~-':'-~-'-
----
,-1- DESIGN GRADE
1.43"
.
\.
'" ~':~
'" ~x
,,0
\r ~'"
'l9
\.~\ \A
'\r i-'l9 l'
" . ''0--~--L
. 9..~ ~
" / ~
9..
~~
I
STRUCTURAL I
BACKFILL !
.li9L1RYJ;1!LFlAL
I BACKFILL
I
I
/_/
-
1.43"
-
8" WATERUNE
]
1272
,
0+00
~
(J)
9i
,...
N
<0
pi)
d
IX)
N
. ~
It
In
~-;
fi"}:i
~~
~
,. (J) ffD
---
. .J..._-
j
2sot
1+00
::1212
fCf
~
"Ilt fi"}
(J) ..-
d ..-
~~~g
.n . "Ilt "-
r-;~ .j:;:z
.......tt) -
,... co._-J
+iQ+ -
..- N"- -.
.~ . ~
-:!. ~ ~
(J) ib (/) (/)
PROFilE - WATERLINE W-1
./
N1j
-
~C'ft 11.880 $..'.
~ STRUC'fUIE -.
.- FF 111 _.00
,.
i=>ROFI
1" == 40'Z _
.. == 4' VERT,
288
~
j: T~ T
.&.
fS
io.tPo ~
.
.
J
j...... WATERLINE W..2
,. - r L T -"1 - T -r.-~l'-r- L~ r T __:: r
~ _ I
"'.... - - .-:-
_ /1 -
J.... l:- .... i. .-; C
, "\. .+90.56 r--
"''' ~.'l I
l eTA~ I
( !J ~~ :
I
I
I
I
v-.-
I
I
I
I
/~
8-"
~-Y
I::"~
eTA. ....
r IU. GATE VALVE
)
,.
S'RlUC"" J.. L
BAcKFM1l'
I
NON-STRt 'CTURAl
f ACKFlLL -
, MIN. BURY
280
'1
J
272
.
,
,
;::;
.
" I
.Ott8O
PR
lE-
.
8" WA TERUNE
N GRAOE
STING GROUNDf
288
""--J
I
280
-
J
\
.....
~::; ~ :
~~ ~ ~
Imw'~ I
ii 'II( ~ C~ It
!!:;.., I
. ~i~ ..
~ ~ % ~ .~ 0 t
Q:CWliO&! .ri
~~ .. if." ~.
272
AT RLINE W-2
LICK
LOT
I
---.......--...........-
... 'V' .... ".. ... ..... ".
& WATERUNE AND. SANITARY SEWER LINE
~ AUGNMENTS REYJSED. ADDED WATERI.JNE
W-2 PlAN " PROfiLE.
- .A. uA. ..... ....
-- -
'-""
HorI%entaI AlIgnment PI SWtlOA Report.
Deec: PUBUC WAl9UNE W-1
~_~_____ ~ [osting DietCInee Direction
----------------------------------------------------
0+00
10189.3895
945.3393
28.2624 IS 56-39->l2 W
0+28.28
10873.8370
921.7278
2.??oo N 78-20-t8 W
0+30.28
10674.2413
'19.7691
101.4883 N 55-5()...18 W
1+31.75
10731.2301
836.7921
40.0027 S 79-09-42 W
1+71.75
10723.7082
,
796.5029
13.1808 S 58-39-42 W
1 +85.43
1071..1888
785.0734
HorizoMal AlIgnment PI Stotlon Report.
Deec: Are Iiydront WOtedine ·
PI Stotion ~ Eosting DietCInee DIrection
---------------------~-------------------------------------------
0+00
10177.1739
928.8004
90.55$8 IS 33-20-18 E
0+90.58
10801.5200
978.5880
. . .,..'
. A.- 'j
HorizeMal AlIgnment PI SWtion Report. ........",;"'.. ..~
~; PlWAlt Sf.WER LINE S-1iiE~:;;:{~..."
stotion ~ [osting Dlatonce Direction
----------------------------------------------------------------
0+00
..
10784.5889
870.0291
116.4883 IS 57-32-01 W
1+ 1 1147
10722.0881
771.7641
0.6644 S 09-18-12 If
1+17.13
10721.4104
771.6570
.
NOTES:
1. ADJUST FIRE HYDRANT AND VALVE
80XES TO MATCH FINAL GRADE.
2. WA TERUNE PIPE MATERIAL - 6" AND 8"
PVC, DR-14 (AWWA C-900, CL 200)
REFER TO WA TERUNE DETAILS SHEET FOR
DETAILS AND EMBEDMENT REQUIREMENTS.
3. 2" WATERLINE TO 8E PVC, SDR-21
4. 2" WATERLINE UNDER PAVEMENT TO BE
ENCASED IN 3" PVC CASING.
SEV4tR SERVICE LINE PIPE MATERIAL TO BE PVC
CONFORMING TO ASTM 02241 SDR 26. ClASS
160 OR SCHEDULE 40 UTILIZING ClASS 1245-A
PVC COMPOUND
NOTES:
1. REFER TO THE SANITARY SEWER
DETAILS SHEET FOR EM8EDMENT
AND BACKFILL DETAILS.
2. REFER TO PLAN VIEW FOR SEWER
SERVICE UNE LOCATIONS.
3. PRIVATE SEWER UNE CONSTUCTlON
SHALL BE IN ACCORDANCE WITH
THE CITY OF COLLEGE STATION
BUILDING CODE.
~
txlSTING GROUND PROFILE SHOWN IS
eASED ON FIELD SURVEY DATA.
PROJECT BENCHMARK
R.R. SPIKE IN POWER
POLE ELEVATION: 282.71
UNE DISTANCE BEARING
L1
U
1.3
L4
t.5
1.6
L7
La
....
l10
Lll
L12
L13
L14
U5
23.8,. S 53'33'1 J" E
38.82' S 88'18'24. E
22M S ll8"O3.... E
31.99' S 13"41'31. E
42.14' S 40'01'28- E
52.59' S 33"40'20- E
54.86' S 80'31'11. E
15$2' It 53'42"31. E
31.21' It 47'2fl'05- E
18.38' N 28'64'08" W
30.0" N 44'38'41" E
39.85' S 18'57'43. E
W3.",' It 12'11'30" E
18.42' S 51'02'1.. W
15.110' S 6701''''. E
AU public Inhatruclunt for thll project ah8Il be
constructed In cont'0rm8nce with the CIty of College
St8tIon"Standllrd~. Nodevtatlons
from theee atand8rda have been requested by the
DesIgn Engineer or 8pproved by the City. All
requests for IUbstftutIons wiD be made In writing to
the City Engineer by the DesIgn Engineer of record
WtItten appl"OVlll 10: ddevlatlona muM be secured
from the CRy Engineer prior to conatructlon.
STA TE HIGHWAY NO. 6
TWo WAY TRAFFIC FRONTAGE ROAD
AVERAGE W10l1-/ 30':t
N 10878.<<i20
[ 878.5M 1
S8rts..,r...,"u 6S' ,
- - - . J. . ' HS.'
N 10901.3127 - - ....110"'.....
E 815.9481 /'" -~ /
N 10516.7277./N..'0402.~J~. ~
N 10889.8819 [ 1058.3998 E 1148._' ~ 0::
E 717.4188 . 0
N 10841.1848 I
f 888.3373 " .,
N1~U33 ~I
E 843.3878 UCKCRffK SU8Of\4StON .5.
N 10810.7880 PHASE ONE
E 130.7978 lOT 1 BlOCK 1
N 10819.7909 4.02 A_~S \'Ii
E 578.8843 ,.,,,,,,c;,
N 10883..5575
E 547.7282
N 109J3.0587 '
E 5'1"902~'_7.2lJ8O.
N 10934..211 [ 851.4638
E .....443t
N 10950.2.'3 .v
f 452.9052 'if. /'
\ ~~ 1....1.21
_ J 520..2489
,
\...~ 10964.4218
E 433.1038
~
<(
C>
W'--
-I ,,--
o
it:
m
N84"I!i'1' .,.,.."...IJ'N).Bi/ -;- -
N ..10W'747CJ7
[ 932.7234
PROJECT HORIZONTAL
CONTROL DATA
..
\
:--
.
i(
..
]~L----
. 1 ~ 1
I
...
i ,
t- I ·
!I II ~
<<:
,i > At
..~
I"
il. ........
.
- ,
,
/"'
'-..
,
. '
.....
711,'\
~ \ \
.~ \
1 '-l~J.._ \ ..
'>1 ~~,~
l- Sto. 0+00 . ~
..~ PropoaedMH No.;
> KpUeuc)
, ~~
. "'$ '~
.
l;~
l-
. j
H ::10
I
l-
I
7 ~. ;,/
t', J
i
I I
I
~
"- . \
SEWER E $-
\
\
\~
'--- .
I
PROFILE SCALE
1" =: 40' HORZ ~ STRUCTURA
1" =: 4' VERT. BACKfiLL
280
272
.1!QN- R~h.
B
/
288
MH NO. 1
ST.A 0+00 DESfGNtRAt>E ':).
rS ' ..... I
co :nNG UHf- .
TO! OF MANHOLE;-2Il2.75 ~____
,-
...~ ,~- --.;..
--==/~-- --\.- ~
EXISlJNG GROO rc>
,
I
--*
-::::~ ::;:-----IK.
----- - ~.'......
- uME /
;::__137.4 ! M..
--
/
111
..-
...-~
. II
Ot:;"
2:0
J:
::lit
I '!..~
s....;e
+Ct\I
~~!~ ~
:! ~.
(J) ii ~
....
~
<:
l
. ~
"If
I
-
~
~
~-
0+00
1+00
PROFILE - PUBLIC
& 6" PRIVATE S
SEWER SERVICE
\ '
.. ...
;
~
-
~
..
.. '
..
,.......
(;!;:4.
~'...
..
.
.
-
.",.".
;~
.ll t
i
l
I"
-J
.-
~
.
.... '
S
c:
~
-~
. .
," -
.. 40
.
288
111111 2' .~~: ClEARANCE fROM J
III WA n:. ,UN&: & CENTER
.llJOlN OF PIPE OVER 6" WATERLINE
SEWE UN[
.,
10" SEWER 1./'/. '\~~
UNE / I \ ~ ~~
w~
I~~
~
0l.'!'I( "0 ...........,.,. "'"
I"') 3l w..... ~ UJ w, <<> 0;
ooQ Gj:rl 00 00 ~~ 00 00
~~~ ~ ~ ~g~~ ~ ~
,.:. !? ~. .!, ~ :i ~ ~ .!, i .!, ti
u... ~.~ u.... u.. a:: u.. u..;> u.. u.. ~
o ;r 0. cnW cn~ <0 <0 <0
:::' .
rlFo.. .w.::;l .::S; .....
Of.- -:!. ~ ~~ fB ;t ffi ~ c; ~ ~ g =i
c1i~~ c1i -;c1i a:: c1i (/) c1i h':! 6 ~ 6 ~
z - ... .. t-....: ('oj
.riz l' .ri::E.ri I'D -< N..( (<01 ~. . N
"""rR"Ilt ........ ......l'........x...... N ~ ~
(/) I'-' t\I (/) CO(/) co (/) I'D (J) IQ:J (J) to (J) to
rOE
~
--
~........
280
272
~
00..
HOLE
Y
1.
.*0
C
as
-
.
, 0>
~
,... ""!l
~
::J
...
r.n
~
~"
i
ad
UJ
Z
::J
a:
J!!.
.~
.
~
-
u.
~~
CL
oeJ
~
..... .....
~.
1Jg"
W
~
<
0-
...i
I .
a:
I
_,,;;:C.....;,___...
121 "
--.... ...~
JUN 04 2
MI . ~r:f;
.. ...
e
.
....
..e
..'..' .
..
I
.
i'
. ...
"
I,
Xt
.
G)
.
~
o
u
W ct
Z ..-
~ 00
~ I
0::: <<)
0)
!i <<)
I
..
~
0)
.......
0)
~
.... . .
o )(
"""t.()lI
w....
,:-OON
f1)"""'.......
"""'N
~~r;
r:., <<)
... -0)
~<<)
i=;-
~())
Ul~
'-'"
w
t-'u
WW
...jZ
-10
ox
ua..
i~
.
.
(
,