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1 SAWCUT &REMOVE ASPHALT PAVEMENT WITHIN EXISTING SURFACE
REMOVAL LIMITS. REMOVE CONCRETE PANELS AND OTHER HARD PAVING
SURFA.I.'FS ENCOUINTERED BELOW THE ASPHALT.
REMOVE CONCRETE SIDEWALK AND/OR CONCRETE PAVEMENT WITHIN
EXISTING SURFACE REMOVAL LIMITS. REMOVE CONCRETE PANELS AND
OTHER HARD PAVING SURFACES ENCOUNTERED BELOW THE CONCRETE.
REMOVE CONCRETE CURB AND/OR CONCRETE CURB & GUTTER WITHIN
�.XFS 11NG 'Z3UR AUE REMOVAL LIMITS.
REMOVE EXTRUDED CURB AND/OR CONCRETE WHEEL STOPS WITHIN
EYISTIVG SURFACE VEU0kQL UkJITS.
O REMOVE TREE(S), SHRUB(S), AND/OR STUMP(S).
O6 REMOVE FENCE, FENCEPOSTS, GATES, GATEPOSTS, AND POST
FOUNDATIONS.
REMOVE BUS PAD AND/OR SHELTER. COORDINATE WITH KING COUNTY
METRO AND PROVIDE
• �� • � � ram! ■ r
REVISION DESCRIPTION
M1
12/14
BY I APP.I DATE
'*� Xb� I L ■ ■w&■w A
21 REMOVE PRIVATE ILLUMINATION POLE AND FOUNDATION.
Q)2 REMOVE PRIVATE BUSINESS
36 WHERE SAWCUT FOR WIDENING IS PARALLEL TO THE ROADWAY, LOCATE THE SIGN AND FOUNDATION.
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
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DESIGN BY:
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FILE: 0655DTESC01.dwg
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753 9th Avenue N 2502 Jefferson Avenue
Seattle, WA 98109 Tacoma, WA 98402
(206) 286-1640 (253) 627-0720
www.kpg,com
CITY OF RENTON
BIDPublic Works Department
DOCUMENTS APPROVED FOR CONSTRUCTION
BY: DATE: f ;? Iw
SILT FENCE
GENERAL SITE PREPARATION & TESC NOTES
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 APPROVE; 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 CONS TRIUC T ION 4C MINIM:r L: TR.AF FiC
IMPACTS AND IMPACTS TO ADJACENT BUSINESSES.
14. FOR ROADWAY SIGN REMOVAL AND/OR RELOCATION, SEE CHANNELIZATION &
SIGNING PLANS, SHEETS 217-227.
343069
CATEGORY
SHEET
RIGHT OF WAY PLANS
7
XISTING CONDITIONS
55
i 9
w
SITE PREPARATION . ION & TESC PLAN
ALIGNMENT PLAN
81
ALIGNMENT PROFILE
93
DRAINAGE PLANS
104
D° eAll Nr$4..JE i Rla3i 11— �
WATER PLAN
114
132
WATER PROFILE
146
JOINT UTILITY TRENCH PLAN
164
JOINT UTILITY TRENCH PROFILES..---
180
PROPERTY RESTORATION PLANS
195
CHANNLLIZATION & SIGNING PLAN
ILLUMINATION PLANS
IRRIGATION PLAN
LANDSCAPE PLAN
228
282
294
APPROXIMATE CONTAMINATED SOIL LIMITS
RAINIER AVENUES (SR 167)
S GRADY WAY TO S 2ND ST
SITE PREPARATION & TESC PLAN
STA 8+98 TO STA 12+00
69
DRAWING NO.
PROJECT NO.
TED403430
FED AID NO.
-CM0167(048)
DATE:
NOV 2011
SHEET NO. 69 OF 304