HomeMy WebLinkAboutTRO4103430.70—rIN
STA 14+94.28. 100.60' LT
a
Q0
Q
c>
z
w
w
—D
ry
i
M
MONO woo NM .0-0 woo 0000 wow WINN ",I'm
0000 also MONO now
woo
mffmmmm�
15 10 20 40 •!
SCALE
O1 SAWCUT &REMOVE ASPHALT PAVEMENT WITHIN EXISTING SURFACE REMOVAL
LIMITS. REMOVE CONCRETE PANELS AND OTHER HARD SURFACES
ENCOUNTERED BELOW THE ASPHALT.
O2 REMOVE CONCRETE SIDEWALK AND/OR CONCRETE PAVEMENT WITHIN EXISTING
SURFACE REMOVAL LIMITS. REMOVE CONCRETE PANELS AND OTHER HARD
PAVING SURFACES ENCOUNTERED BELOW THE CONCRETE.
O3 REMOVE CONCRETE CURB AND/OR CONCRETE CURB &GUTTER WITHIN
EXISTING SURFACE REMOVAL LIMITS.
O4 REMOVE EXTRUDED CURB AND/OF CONCRETE WHEEL STOPS WITHIN EXISTING
SURFACE REMOVAL LIMITS.
O5 REMOVE TREE(S), SHRUB(S), AND/OR STUMP(S).
O6 REMOVE FENCE, FENCEPOSTS, GATES, GATEPOSTS, AND POST FOUNDATIONS.
OD REMOVE ROCKERY.
O9 PROTECT BUILDING.
APPROXIMATE CONSTRUCTION LIMITS
16 PRESERVE AND PROTECT EXISTING STRUCTURE,
17 REMOVE BOLLARD.
21 REMOVE PRIVATE ILLUMINATION POLE AND FOUNDATION.
0 REMOVE PRIVATE BUSINESS SIGN AND FOUNDATION.
36 WHERE SAWCUT FOR WIDENING IS PARALLEL TO THE ROADWAY, LOCATE
THE SAWCUT ON PROPOSED LANE LINES OR THE CENTER OF PROPOSED
LANES.
37 SAWCUT FOR TRENCHING, CONCRETE INSTALLATION, CURBS, MEDIANS OR
ISLANDS. SEE PLANS AND DETAILS ASSOCIATED WITH PROPOSED
IMPROVEMENTS TO DETERMINE SAWCUT LOCATION.
40 REMOVE SIGN POST AND FOUNDATION AND INSTALL PER CHANNELIZATION
AND SIGNING PLANS, SHEETS 217-227.
11-14-11 SURVEYED: KPG
c�ti4� wACO�6 DRAWN BY: SOD/KAT
DESIGN BY: JLF
i,
CHECK BY: NM
TF°tip ww�
PROJ MGR: JF
��IONA: L
REVISION DESCRIPTION BY APP. DATE FILE: 0655DTESC01.dwg
i_ �
1
t, I I_t'ji
753 9th Avenue N 2502 Jefferson Avenue
Seattle, WA 98109 Tacoma, WA 98402
(206) 286-1640 (253) 627-0720
www.kpg,com
BID
w-Gul j
1. THIS PLAN HAS BEEN PREPARED FOR THE CONTRACTOR'S CONVENIENCE IN
LOCATING, PROTECTING, AND AVOIDING CONFLICTS WITH EXISTING UTILITIES. IT IS
BASED UPON BEST AVAILABLE INFORMATION AND IS NOT NECESSARILY ACCURATE
OR COMPLETE.
2. CONSTRUCTION LIMITS AND REMOVAL LIMITS SHOWN ON PLAN ARE APPROXIMATE.
LIMITS SHALL BE STAKED BY THE CONTRACTOR AND APPROVED BY THE
ENGINEER. TREES WITHIN THE CLEARING LIMITS SHALL BE REMOVED AFTER
APPROVAL BY THE ENGINEER.
3. CATCH BASIN INSERTS SHALL BE PLACED IN ALL EXISTING CATCH BASINS WITHIN
THE CONSTRUCTION LIMITS AND NEW CATCH BASINS AT THE TIME OF
INSTALLATION.
4. REMOVAL SHALL BE SEQUENCED WITH CONSTRUCTION TO MINIMIZE TRAFFIC
IMPACTS AND IMPACTS TO ADJACENT BUSINESSES.
5. PRESERVE AND PROTECT ALL ABOVE AND BELOW GRADE IMPROVEMENTS THAT
ARE TO REMAIN IN PLACE AND FACILITIES THAT ARE TO REMAIN IN PLACE UNTIL
NEW FACILITIES ARE COMPLETE AND OPERATIONAL. CONTRACTOR IS
RESPONSIBLE FOR DAMAGE.
6. PRESERVE AND PROTECT ALL PLANT MATERIAL OUTSIDE CONSTRUCTION LIMITS.
7. REMOVAL OF SIDEWALK PANELS SHALL BE BETWEEN EXPANSION JOINTS WITH NO
SAWCUTTING.
8. MAINTAIN ILLUMINATION LEVELS DURING CONSTRUCTION THROUGH USE OF
EXISTING AND/OR TEMPORARY ILLUMINATION. FOR LUMINAIRE REMOVAL, SEE
ILLUMINATION PLANS, SHEETS 224--235.
MAINTAIN DRIVEWAY ACCESS TO EACH PARCEL AT ALL TIMES. FOR DRIVEWAY
REMOVAL EXTENTS, SEE DRIVEWAY PROFILES D DETAILS,
!:
1 FOR EXISTING CONDITIONS1 CONTOURS,CONDITIONS,
SHEETS 55-68.
11. FOR STORM DRAINAGE REMOVAL AND/OR ABANDONMENT, SEE STORM DRAIN
PLANS, SHEETS 104-113
12. FOR WATER REMOVAL AND/OR ABANDONMENT, SEE WATER PLANS,
SHEETS 132-141.
13. FOR REMOVAL, RELOCATION, AND/OR ABANDONMENT OF FACILITIES OWNED BY
FRANCHISE UTILITIES SEE JOINT UTILITY TRENCH PLANS, SHEETS 164-173.
CONTRACTOR TO COORDINATE WITH UTILITY OWNERS.
14. FOR ROADWAY SIGN REMOVAL AND/OR RELOCATION, SEE CHANNELIZATION &
SIGNING PLANS, SHEETS 217-227.
4 :104 k F]
EXISTING SURFACE REMOVAL LIMITS
BURIED CONCRETE PANELS MAY EXIST
x x x x x x j BUILDING REMOVAL, BY CONTRACTOR
APPROXIMATE CONSTRUCTION LIMITS
- - - - - - - - SEE ROW PLANS FOR TICE WHERE
ADJACENT TO PRIVATE PROPERTY
INLET PROTECTION
- - PROPERTY LINES
-------- SAWCUT LINES
-- CITY OF RENTON
..t1
Public Works Department
APPROVED FOR CONSTRUCTION
0
DATE: AV//
RIGHT OF WAY LINES
SILT FENCE
APPROXIMATE CONTAMINATED SOIL !JMITS
343070
0
CATEGORY
SHEET
RIGHT OF WAY PLANS
8
EXISTING CONDITIONS
56
SITE PREPARATION & TESC PLAN
-
ALIGNMENT PLAN
82
ALIGNMENT PROFILE
94
DRAINAGE PLANS
105
DRAINAGE PROFILE
114,115
WATER PLAN
133
WATER PROFILE
147
JOINT UTILITY TRENCH PLAN
165
JOINT UTILITY TRENCH PROFILES
181
PROPERTY RESTORATION PLANS
196
CHANNELIZATION & SIGNING PLAN
218
229
ILLUMINATION PLANS
IRRIGATION PLAN
283
LANDSCAPE PLAN
295
RAINIER AVENUES (SR 167)
S GRADY WAY TO S 2ND ST
SITE PREPARATION & TESC PLAN
STA 12+00 TO STA 15+50
70
DRAWING NO.
PROJECT NO.
TED403430
FED AID NO.
-CM0167(048)
DATE:
NOV 2011
SHEET NO. 70 OF 304