HomeMy WebLinkAboutT-3430132a
N
Z
W
Q
Y
GENERAL JOINT TRENCH PROFILE NOTES
1. SEE JOINT UTILITY TRENCH PLANS AND SECTIONS FOR
APPROXIMATE PLAN LAYOUT AND DETAILS, SHEETS
164 -179.
SUNSET BLVD JOINT UTILITY TRENCH CROSSING PROFILE
T- 3430132
11-14-11
pS4'4�Owa y04
SO
zoszo ma
@�0 1
NAL ti
SURVEYED: KPG
DRAWN BY: SOD
DESIGN BY: SOD
CHECK BV: NJD
PROJ MGR: JF
FILE: 0655DJUTPRF01.dwg
Kp�
753901 AVaaaeN 2502 Jefferson Avenue BID
Sea10e, WA 98109 Tamma, WA 98402 DOCUMENTS
(206)2861640 (253)627 -0720
wwwkpgcam
'� �-�- CITY OF RFNTON
� Public Works Department
APPR V FOR CONSTRUCTION
BY: DATE:/ �L
RAINIER AVENUES (SR 167)
S GRADY WAY TO S 2ND ST
JOINT UTILITY TRENCH PROFILE CROSSINGS
SW SUNSET BLVD CROSSING
DRAWING NO. 192
PROJECTNO. TED403430
FED AID NO. - CM0167(048)
DATE: NOV 2011
SHEET NO. 192 OF 304
2. THE JOINT TRENCH PROFILE SHOWN IS APPROXIMATE.
60
60
ADJUST THE PROFILE AS NECESSARY TO AVOID CONFLICTS
...............................................
...............................
NUMBER
REVISION DESCRIPTION
BY
APP.
DATE
WITH EXISTING AND PROPOSED UTILITIES, WHILE
Y
MAINTAINING 6" M T
ROVER CONDUITS AND 12"
w
........
.............
_.. .. ...
MINIMUM VERTICAL CLEARANCE BETWEEN OTHER
w
UNDERGROUND UTILITIES. THE CONTRACTOR SHALL
...........
w
b
w
VERTICALLY TRANSITION THE TRENCH DEPTH BY
...........................
a .......o
...........................;.
.
..
-....-
.
z
.......................
Y
x
DEFLECTING JOINTS OR INSTALLING BENDS PER THE
_ .....Y
.............:.........
z
o
... ..
°
..�
....
�..................
z SW SUNSET BLVD.
w
C)
�......
o .........
.
FRANCHISE UTILITY REQUIREMENTS, AND TYPICAL JOINT
Y
�.... ..
N ...:.........
N............�
..
..1......
�. .......................
CL
..:...
..... ........
w
a
y
UTILITY TRENCH TRANSITION DETAIL, SHEET 174.
zw
N
w
U
o
....
Z.
.0
:N
W. ... .....
EXISTING GROUND
....
.. �..
..
�.
.. ........
Q. ...........
..
�...
.....
40
w.
v
—
=.
�.
w
z.
a....
¢
40
3. LOCATION, DEPTH AND SIZE OF EXISTING UTILITIES ARE
...............
..........Q...
..
m
'
o
............
..°
.
........................a......
APPROXIMATE. CONTRACTOR TO VERIFY BY POTHOLING
E
�-
x
w
C)
x
..
BEFORE EXCAVA TION.
:.........
.....
.....................:.........
N.............
w
............
n
CO....s..w
x
....
...
w .
.............. ........ .....
....................
.......
;w
:.
..
....................;..........
.................
w ...............
cQ...:.........
.. ...............................
.......................
.....................:.........
4. CONTRACTOR SHALL SEQUENCE WORK TO ALLOW
...
....
CONTINUED OPERATION OF ALL EXISTING UTILITIES UN TIL
.........
.....................:.........
....................:....
...........................:...
.............
0 5 10 20
40 60
NEW SYSTEM IS COMPLETE. ONCE NEW SYSTEM IS
...................
..................
.....:.........................
...................
...
....................
........... ; .............................
.:
COMPLETED, TESTED, APPROVED BY UTILITY OWNERS AN 0
.......... ..........
...............
JOINT UTILITY TRENCH.... ...............................
..............................
..............................
HORIZONTAL
SCALE
IN
FEET
FULLY OPERATIONAL, CONTRACTOR SHALL REMOVE OR
20
" "'
. CONDUIT. BANK ..............
........... :...........
:...............................:
..............................:
VERT.
SCALE
=1
2
HORIZ.
SCALE
ABANDON EXISTING FACILITIES NO LONGER IN USE.
..........
...................................................................................................................................................:................................................:.................................................:............................
....................:..........
20
....... .........
CONNECTION. TO
AVE
.... ......
0
STA.47
CT10 AI I A S
189
5 COORDINATE JOINT UTILITY TRENCH PROFILE WITH WATER
±42.38, SEE WEST. PROFILE, SHT
STA.45. +87.14,
.RAINIER.
.SEE. WEST. PROFILE,
.S.
.SHT.18.9 .......
.... ....... ..... ... ..
.......................
...
.... .....
.....
LE S
PROF( SHEETS 146 -159 AND STORM DRAINAGE PROFILE.
.....................
...:.......
...............
.... . .
. _ ..
.. ............. .......:.......
.......................[.............................
.:.............................
6. FOR PROFILE REFERENCE POINT, SEE TYPICAL JOINT
.. ..................
.......
..........
.............:.................
:..............................
...............................
_
.............
... .............
................................
...............................
_ ........... ... ...............................
............................... _ ......................:..............................
_ ....:.
.............I................:
..............................:
............................
..............................E
: ...........
...................
:
UTILITY TRENCH PROFILE COORDINATION DETAIL, SHEET 174
AIL, S .
0
............................................................:...................................................................................................:.................................................:.................................................:............................
:..............................:............................
a
..:...............................:.....................
.... ..................
........
:..............................
.................... : ...............
.. ...............................
................
.....................:.........
O .
SUNSET BLVD JOINT UTILITY TRENCH CROSSING PROFILE
T- 3430132
1-1
a
z
my
m
1zO1z
m I
N C) I�
a
'C W
0 W
M
N_ O
11-14-11
pS4'4�Owa y04
SO
zoszo ma
@�0 1
NAL ti
SURVEYED: KPG
DRAWN BY: SOD
DESIGN BY: SOD
CHECK BV: NJD
PROJ MGR: JF
FILE: 0655DJUTPRF01.dwg
Kp�
753901 AVaaaeN 2502 Jefferson Avenue BID
Sea10e, WA 98109 Tamma, WA 98402 DOCUMENTS
(206)2861640 (253)627 -0720
wwwkpgcam
'� �-�- CITY OF RFNTON
� Public Works Department
APPR V FOR CONSTRUCTION
BY: DATE:/ �L
RAINIER AVENUES (SR 167)
S GRADY WAY TO S 2ND ST
JOINT UTILITY TRENCH PROFILE CROSSINGS
SW SUNSET BLVD CROSSING
DRAWING NO. 192
PROJECTNO. TED403430
FED AID NO. - CM0167(048)
DATE: NOV 2011
SHEET NO. 192 OF 304
NUMBER
REVISION DESCRIPTION
BY
APP.
DATE
1-1
a
z
my
m
1zO1z
m I
N C) I�
a
'C W
0 W
M
N_ O