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CITY OF
RENTON
Planning/Building/Public Works Dept.
ROADWAY RESTORATION NOTES
1 CONTRACTOR SHALL RESTORE EXISTING LANDSCAPING IN KIND.
ALL GRASSED AREAS SHALL BE REPLACED WITH SOD.
2 CONTRACTOR SHALL REMOVE EXISTING SIDEWALK AND /OR CURB
TO THE N EAR EST JOINT, AND REMOVE AND WASTEHAUL
CONCRETE. CONTRACTOR TO INSTALL CEMENT CONCRETE CURB,
GUTTER, AND /OR REPLACE SIDEWALK OR DRIVEWAY CUT IN KIND.
t�3 CONTRACTOR SHALL ADJUST UTILITY COVER TO GRADE. SEE CITY
STANDARD DETAIL BR 36.
4 CONTRACTOR SHALL REINSTALL TRAFFIC SIGNAL LOOPS PER
WSDOT NW REGION TRAFFIC STANDARDS. SEE SHEET 27 FOR
LOCATION OF TRAFFIC SIGNAL LOOPS. SEE SPECIFICATIONS FOR
STANDARD DRAWINGS AND DESCRIPTION OF WORK.
05 CONTRACTOR SHALL SAWCUT EXISTING DRIVEWAY FULL DEPTH AT
LOCATION TO BE MARKED IN THE FIELD BY THE ENGINEER.
WASTEHAUL EXISTING PAVEMENT AND REPLACE DRIVEWAY IN KIND.
SEE CITY STANDARD DETAIL f006.
�6 CONTRACTOR SHALL REMOVE EXIST. SIGN AND TEMPORARILY
REESTABLISH SIGN IN A LOCATION APPROVED BY CITY. SIGN WILL
BE PLACED BACK IN ORIGINAL LOCATION AT PROJECT
COMPLETION.
7 CONTRACTOR SHALL FURNISH AND INSTALL CURB RAMP
'ALTERNATE' PER WSDOT STD PLAN F- 3a /F -3b.
g CONTRACTOR SHALL REMOVE THE EXISTING CEDAR TREE
INCLUDING ROOT BALL PRIOR TO EXCAVATION OF STORM TRENCH.
�9 CONTRACTOR SHALL REMOVE, PROTECT, AND RELOCATE EXISTING
WATER METER BOX. SEE CITY STANDARD DETAIL BR42.
Ig CONTRACTOR SHALL REPAIR EXISTING TRAFFIC ISLAND.
COORDINATE WITH CITY INSPECTOR.
1� CONTRACTOR SHALL RELOCATE UTILITY POLE. COORDINATE WITH
UTILITY COMPANY.
CONTRACTOR SHALL PROTECT EXIST. CURB AND INSTALL 5' WIDE
SIDEWALK PER CITY STANDARD DETAIL FR --02.
CONTRACTOR SHALL REMOVE EXISTING CURB TO THE NEAREST
JOINT AND REMOVE AND WASTEHAUL CONCRETE. CONTRACTOR
SHALL INSTALL CEMENT CONCRETE CURB AND GUTTER IN KIND
REESTABLISH GUTTER ELEVATIONS WITH CONSTANT SLOPE WITHIN
LIMITS OF REPLACEMENT.
GENERAL RESTORATION NOTES
1.
CONTRACTOR SHALL RESTORE ALL CHANNELIZATION MARKINGS
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DISTURBED DURING CONSTRUCTION, INCLUDING STOP BARS,
CROSSWALKS, LANE MARKER BUTTONS AND PAINT STRIPES,
HYDRANT MARKERS, CHANNELIZATION ARROWS, AND ANY OTHER
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EXISTING CHANNELIZATION MARKERS LOCATED WITHIN THE LIMITS
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OF THE PROJECT. PAINT STRIPES SHALL BE REPLACED WITH
BUTTONS WITH REFLECTORS. STOP BARS SHALL BE REPLACED
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WITH THERMOPLASTIC MATERIALS. SEE SHEET 21 FOR EXISTING
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CHANNELIZATION PLAN. COORDINATE WITH CITY INSPECTOR.
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2.
SEE SPECIFICATIONS F OR PERMITTED WORK HOURS AND
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REQUIREMENTS BETWEEN LIND AVENUE S.W. AND RAINIER AVENUE S
3.
A SLIDE RAIL TRENCH SHORING SYSTEM FOR TRENCH WORK AS
DESCRIBED IN THE SPECIIFICATIONS WAS USED TO DETERMINE
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RESTORATION LIMITS AND QUANTITIES. SEE SPECIFICATIONS FOR
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DESCRIPTION OF SHORING OPTIONS.
4.
SEE BUTT JOINT DETAIL ON SHEET 26 FOR SAWCUT LINE
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REQUIREMENTS
5.
WHERE EXISTING CURB, /GUTTER, AND SIDEWALK ARE REMOVED OR
DAMAGED DURING CONSTRUCTION, IT SHALL BE REPLACED IN
KIND. IF EXISTING GUTTER PANEL WIDTH IS LESS THAN OR
GREATER THAN 12", COORDINATE REPLACEMENT WITH CITY.
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- Date:
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2/20/04
S.W. 7TH STREET DRAINAGE IMPROVEMENT PROJECT
PHASE 2 - LIND AVE. SW. TO MORRIS AVE. S.
STREET RESTORATION PLAN
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