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ADDENDUM A
SOD
RIGHT OF WAY PLANS
12/1/11
EXISTING CONDITIONS
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SURVEYED: KPG
DRAWN BV: SOD
DESIGN BY: SOD
CHECK BV: NJD
PROJ MGR: JF
FILE: 0655DJUTPRF01.dwg
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7539th AvenueN 2502 Jefferson Avenue BID
Seat6e,WA98109 Tacoma,WA98402 DOCUMENTS
206 286.1640 253 627 -0720
www.kpg.com ( I
Al
CITY OF RENTON
MIL
� Public Works Department
APPROV D FOR CONSTRUCTION
BY DATE:/
84
ALIGNMENT PROFILE
96
DRAINAGE PLANS
107
DRAINAGE PROFILE
116,117
WATER PLAN
135
WATER PROFILE
149
JOINT UTILITY TRENCH PLAN
167
JOINT UTILITY TRENCH PROFILES
-
PROPERTY RESTORATION PLANS
198
CHANNELIZATION & SIGNING PLAN
220
ILLUMINATION PLANS
231
IRRIGATION PLAN
285
LANDSCAPE PLAN
297
NUMBER
REVISION DESCRIPTION
BY
APP.
DATE
... .....
............................80.
GENERAL JOINT TRENCH PROFILE NOTES
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1
SEE JOINT UTILITY TRENCH PLANS AND SECTIONS FOR
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APPROXIMA TE PLAN LAYOUT AND DETAI LS , S HEETS
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164 -179.
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THE J01 N PROF SHOWN I APPROXIMATE.
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ADJUST THE PROFILE ASI NECESSARY AVOID CONFLICTS
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WITH EXISTING AND PROPOSED UTl CITIES, WHILE
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MAINTAINING 36" MINIMUM COVER OVER CONDUITS AND 12°
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MINIMUM VERTICAL CLEARANCE BETWEEN OTHER
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UNDERGROUND UTILITIES. THE CONTRACTOR SHALL
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VERTICALLY 1RANSI110N THE TRENCH DEPTH BY
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DEFLECTING JOINTS OR INSTALLING BENDS PER THE
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FRANCHISE UTILITY REQUIREMENTS, AND TYPICAL JOINT
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UTILITY TRENCH TRANSITION DETAIL, SHEET 174
AIL, $
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WEST GUTTER. PROFILE..
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3.
LOCATION, DEPTH AND SIZE OF EXISTING UTILITIES ARE
40
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...... TYP ..........................................................................................:...
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...............................
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40
APPROXIMATE. CONTRACTOR TO VERIFY BY POTHOLING
...............
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.:.............................
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........... .........................
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" " "'
BEFORE EXCAVATION.
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4
CONTRACTOR SHALL SEQUENCE WORK TO ALLOW
:.... ...............................
............................
............................:
CONTINUED OPERATION OF ALL EXISTING UTILITIES UN
UNTIL
.........
.... ..........
.:.............................. ...............
...............:...............
..............
. . .. . . . .............
NEW SYSTEM IS COMPLETE. ONCE NEW SYSTEM IS
.......... ..... ........... :..............
......
.....
..
.........
COMPLETED, TE
TESTED, APPROVED BY UTILITY OWNERS AND
:..............
..
FULLY OPERATIONAL, CONTRACTOR SHALL REMOVE 0 R
........
........ ......... ...............:..
............
....
ABANDON EXISTING FACILITIES NO LONGER IN USE
20
........:........................................................................
.....................
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......
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..
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.
.............
............................................................................................
.................._...
.............
I.............
20
5.
COORDINATE JOINT UTILITY TRENCH PROFILE WITH WATER
...............................
...............................
............
...............
LE, S
PROFILE, SHEETS 146 -159 AND STORM DRAINAGE PROFILE
JOINT UTILITY.' TRENCH
EXISTING
GROUND
:'
.
"'
CONDUIT
BANK
AT CENTERLINE
6.
FOR PROFILE REFERENCE POINT, SEE TYPICAL JOINT
CO NECTION
................... ............................
TO. STA .21 +.00. CROSSING
.............
....:.....
................:
..........................
...............................
.....
..
...............................
..
.........................
.....
.........:.........
...............
...........:........
.....................:
P.EA. GRAVEL. AND.
PERFORATED. PIPE
UTILITY TRENCH PROFILE COORDINATION DETAIL, SHEET 174.
AIL, S
STA. 21 ±0.3..27.. $.E.E..PROFILE, . $H.T .1. 0 ..........
................:.
....................
......:........................
......................
ARE. ANTICIPATED.
..
APPROX...7'. BELOW .
Q
....................
...:.. ......... .........
.........
. ... .......
...
... ..
.. .......
.....
....
.
GROUND. SURFACE.FROM.
APPROX. .STA:
.......
......... ..............................
.....:............
.............................
... ........
.........
....
......... .........
23 +58:70 STA 24 +00; 445' LT:...
0
...
....................
... ...................
:.....................
0
20
21....
22
.............23
.....
.... .........
....
.. ....24......
WEST GUTTER LINE
EAST GUTTER LINE
1
ADDENDUM A
SOD
RIGHT OF WAY PLANS
12/1/11
EXISTING CONDITIONS
gGIkC & art
y
'p R zIM m�
� TONAL 1�`tl
SURVEYED: KPG
DRAWN BV: SOD
DESIGN BY: SOD
CHECK BV: NJD
PROJ MGR: JF
FILE: 0655DJUTPRF01.dwg
���
R
7539th AvenueN 2502 Jefferson Avenue BID
Seat6e,WA98109 Tacoma,WA98402 DOCUMENTS
206 286.1640 253 627 -0720
www.kpg.com ( I
Al
CITY OF RENTON
MIL
� Public Works Department
APPROV D FOR CONSTRUCTION
BY DATE:/
84
ALIGNMENT PROFILE
96
DRAINAGE PLANS
107
DRAINAGE PROFILE
116,117
WATER PLAN
135
WATER PROFILE
149
JOINT UTILITY TRENCH PLAN
167
JOINT UTILITY TRENCH PROFILES
-
PROPERTY RESTORATION PLANS
198
CHANNELIZATION & SIGNING PLAN
220
ILLUMINATION PLANS
231
IRRIGATION PLAN
285
LANDSCAPE PLAN
297
NUMBER
REVISION DESCRIPTION
BY
APP.
DATE
0 5 10 20 40 60
HORIZONTAL SCALE IN FEET
VERT. SCALE =1 2 HORIZ, SCALE
T- 3430123
CORRESPONDING SHEETS
RAINIER AVENUE S (SR 167)
S GRADY WAY TO S 2ND ST
JOINT UTILITY TRENCH PROFILES
STA 20 +00 TO STA 24 +50
183
CATEGORY
SHEET
RIGHT OF WAY PLANS
10
EXISTING CONDITIONS
58
SITE PREPARATION & TESC PLAN
72
ALIGNMENT PLAN
84
ALIGNMENT PROFILE
96
DRAINAGE PLANS
107
DRAINAGE PROFILE
116,117
WATER PLAN
135
WATER PROFILE
149
JOINT UTILITY TRENCH PLAN
167
JOINT UTILITY TRENCH PROFILES
-
PROPERTY RESTORATION PLANS
198
CHANNELIZATION & SIGNING PLAN
220
ILLUMINATION PLANS
231
IRRIGATION PLAN
285
LANDSCAPE PLAN
297
RAINIER AVENUE S (SR 167)
S GRADY WAY TO S 2ND ST
JOINT UTILITY TRENCH PROFILES
STA 20 +00 TO STA 24 +50
z
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NC) r
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N O
183
DRAWING NO.
PROJECT NO.
TED403430
FED AID NO.
- CM0167(048)
DATE:
NOV 2011
SHEET NO. 183
OF 304
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