HomeMy WebLinkAboutT-343079SPU RIGHT OF WAY I SPU RIGHT OF WAY
I
SITE PREPARATION NOTES
01 SAWCUT & REMOVE ASPHALT PAVEMENT WITHIN EXISTING SURFACE REMOVAL
LIMITS. REMOVE CONCRETE PANELS AND OTHER HARD PAVING SURFACES
ENCOUNTERED BELOW THE ASPHALT.
02 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.
® REMOVE EXTRUDED CURB AND /OR CONCRETE WHEEL STOPS WITHIN EXISTING
SURFACE REMOVAL LIMITS.
OS REMOVE TREE(S), SHRUB(S), AND /OR STUMP(S).
18 PRESERVE AND PROTECT LARGE DIAMETER WATER MAIN. NOTIFY SPU AT LEAST
48 HRS PRIOR TO CONSTRUCTION NEAR MAINS. CONTRACTOR TO SUBMIT PIPE
PROTECTION PLAN STAMPED BY A PROFESSIONAL ENGINEER FOR APPROVAL
PRIOR TO DEMOLITION OR CONSTRUCTION NEAR THE WATER MAIN.
0 5 10 20 40 60
SCALE IN FEET
SITE PREPARATION LEGEND
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
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.
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.
D EXISTING SURFACE REMOVAL LIMITS
BURIED CONCRETE PANELS MAY EXIST
PLANING BITUMINOUS PAVEMENT
. x .. BUILDING REMOVAL, BY CONTRACTOR
APPROXIMATE CONSTRUC11ON LIMITS
- - - - - - - SEE ROW PLANS FOR TCE WHERE
ADJACENT TO PRIVATE PROPERTY
L ( INLET PROTECTION
��— PROPERTY LINES
-- - - - - -- SAWCUT LINES
— — — RIGHT OF WAY LINES
�o o SILT FENCE
- — - APPROXIMATE CONTAMINATED SOIL LIMITS
T- 343019
CORRESPONDING SHEETS
CATEGORY
SHEET
RIGHT OF WAY PLANS
17
EXISTING CONDITIONS
65
SITE PREPARATION & TESC PLAN
-
ALIGNMENT PLAN
91
ALIGNMENT PROFILE
-
DRAINAGE PLANS
-
DRAINAGE PROFILE
-
WATER PLAN
-
WATER PROFILE
-
JOINT UTILITY TRENCH PLAN
-
JOINT UTILITY TRENCH PROFILES
-
PROPERTY RESTORATION PLANS
205
CHANNELIZATION & SIGNING PLAN
227
ILLUMINATION PLANS
-
IRRIGATION PLAN
-
LANDSCAPE PLAN
-
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DESIGN BY: JLF
CHECK BY: NM
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FILE: 0655DTESC01.dwg
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753981AvenueN 2502 Jefferson Avenue BID
Seatte,098109 Tacoma,WA98402 DOCUMENTS
(� -� (2531627 -0720
Al - CITY OF RENTON
Public Works Department
APPRO ED FOR CONSTRUCTION
BY: DATE:
RAINIER AVENUES (SR 167)
S GRADY WAY TO S 2ND ST
SITE PREPARATION & TESC PLAN
STA 49 +00 TO STA 53 +25
-7
DRAWING NO. / 9
PROJECT NO. TED403430
FED AID NO. - CM0167(048)
DATE: NOV 2011
SHEET NO. 79 OF 304
NUMBER
REVISION DESCRIPTION
BY
APP.
DATE
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