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WALKER'S RENTON SUBARU
SITE PREPARATION NOTES �
�1
SAWCUT &REMOVE ASPHALT PAVEMENT WITHIN EXISTING SURFACE
1 15
REMOVE TREE, STUMP TO REMAIN.
REMOVAL LIMITS. REMOVE CONCRETE PANELS AND OTHER HARD PAVING
SURFACES ENCOUNTERED BELOW THE ASPHALT.
16
PRESERVE AND PROTECT EXISTING STRUCTURE.
O2
REMOVE CONCRETE SIDEWALK AND/OR CONCRETE PAVEMENT WITHIN
17
REMOVE BOLLARD.
EXISTING SURFACE REMOVAL LIMITS. REMOVE CONCRETE PANELS AND
OTHER HARD PAVING SURFACES ENCOUNTERED BELOW THE CONCRETE.
21
REMOVE PRIVATE ILLUMINATION POLE AND FOUNDATION.
O3
REMOVE CONCRETE CURB AND/OR CONCRETE CURB &GUTTER WITHIN
Q
REMOVE PRIVATE BUSINESS SIGN AND FOUNDATION.
EXISTING SURFACE REMOVAL LIMITS.
27
REMOVE DECORATIVE ROCK.
O4
REMOVE EXTRUDED CURB AND/OR CONCRETE WHEEL STOPS WITHIN
EXISTING SURFACE REMOVAL LIMITS.
36
O
WHERE SAWCUT FOR WIDENING IS PARALLEL TO THE ROADWAY, LOCATE
THE SAWCUT ON PROPOSED LANE LINES OR THE CENTER OF PROPOSED
LANES.
U Rl.mvvCC�J), JflRU6`Jh Nivv/vR : iumr�S).
O6 REMOVE FENCE, FENCEPOSTS, GATES, GATEPOSTS, AND POST
FOUNDATIONS.
O8 REMOVE BRICK WITHIN EXISTING SURFACE REMOVAL LIMITS. REMOVE
CONCRETE PANELS AND OTHER HARD PAVING SURFACES ENCOUNTERED
BELOW THE BRICK.
37 SAWCUT FOR TRENCHING, CONCRETE INSTALLATION, CURBS, MEDIANS OR
ISLANDS. SEE PLANS AND DETAILS ASSOCIATED WITH PROPOSED
IMPROVEMENTS TO DETERMINE SAWCUT LOCATION.
41 REMOVE IRRIGATION CONTROL VALVE AND CAP ALL IRRIGATION LINES AT
THE RIGHT OF WAY LINE.
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 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
SEATTLE SUPER 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 HMPROVEME.N'i S 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.
9. MAINTAIN DRIVEWAY ACCESS TO EACH PARCEL AT ALL TIMES. FOR DRIVEWAY
REMOVAL EXTENTS, SEE DRIVEWAY PLANS, PROFILES AND DETAILS, SHEETS
208-216.
10. FOR EXISTING CONDITIONS AND CONTOURS, SEE EXISTING 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.
SITE PREPARATION LEGEND
0 5 10 20 40 60
SCALE IN FEET
EXISTING SURFACE REMOVAL, LIMITS
BURIED CONCRETE PANELS MAY EXIST
U///' PLANING BITUMINOUS PAVEMENT
x x x x x x x BUILDING REMOVAL, BY CONTRACTOR
APPROXIMATE CONSTRUCTION LIMITS
SEE ROW PLANS FOR TCE WHERE
ADJACENT TO PRIVATE PROPERTY
o INLET PROTECTION
— - - - PROPERTY LINES
- — — — — — — - SAWCUT LINES
RIGHT OF WAY LINES
SILT FENCE
APPROXIMATE CONTAMINATED SOIL LIMITS
T=34307 I
CORRESPONDING SHEETS
CATEGORY
SHEET
RIGHT OF WAY PLANS
9
EXISTING CONDITIONS
57
SITE PREPARATION & TESC PLAN
-
ALIGNMENT PLAN
83
ALIGNMENT PROFILE
DRAINAGE PLANS
�95
106
DRAINAGE PROFILE
115,116
WATER PLAN
WATER PROS€LL
JOINT UTILITY PLAN
134
148
166
JOINT UTILITY TRENCH PROFILES
182
PROPERTY RESTORATION PLANS
197
CHANNELIZATION & SIGNING PLAN
219
ILLUMINATION PLANS
230
IRRIGATION PLAN
284
LANDSCAPE PLAN
296
1
ADDENDUM NO 2. ADDITION OF CONSTRUCTION NOTES 15 & 16.
SOD
12 14 11
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SURVEYED: KPG
DRAWN BY: SOD/KAT
DESIGN BY: JLF
CHECK BY: NM
PROJ MGR: JF
FILE: 0655DTESC01.dwg
BID
753 9th Avenue N 2502 Jefferson Avenue
Seattle, WA98109 Tacoma, WA98402 DOCUMENTS
(206) 286-1640 (253) 627-0720
www,kpg.com
'i ITY OF RENTON
�
Public Works Department
APPROVED FOR CONSTRUCTION
BY: DATE: �,2 r
(
RAINIER AVENUES (SR 167)
S G RADY WAY TO S 2N D ST
SITE PREPARATION & TESC PLAN
STA 15+50 TO STA 20+00
DRAWING NO. 71
PROJECT NO. TED403430
FED AID NO.-CM0167 048
DATE: NOV 2011
SHEET NO. 71 OF 304
NUMBER
REVISION DESCRIPTION
BY
APP.
DATE