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EXPIRES: 7 -12 -2004
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CONSULTING ENGINEERS
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REVISION
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DATUM
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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 NEAREST JOINT, AND REMOVE AND WASTEHAUL
CONCRETE. CONTRACTOR TO INSTALL CEMENT CONCRETE CURB,
GUTTER, AND /OR REPLACE SIDE -WALK OR DRIVEWAY CUT IN KIND.
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.
�5 CONTRACTOR SHALL SAWCUT EXISTING DRIVEWAY FULL DEPTH AT
LOCATION TO BE MARKED IN THE FIELD OY THE ENGINEER.
WASTEHAUL EXISTING PAVEMENT AND REPLACE DRIVEWAY IN KIND.
SEE CITY STANDARD DETAIL F006.
U6 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.
CONTRACTOR SHALL FURNISH AND INSTALL CURB RAMP
'ALTERNATE' PER WSDOT STD PLAN F-- 3) /F -3b.
8 CONTRACTOR SHALL REMOVE THE EXISTING CEDAR TREE
INCLUDING ROOT BALL PRIOR TO EXCAVATION 0 OF STORM TRENCH.
CONTRACTOR SHALL REMOVE, PROTECT, AND RELOCATE EXISTING
WATER METER BOX. SEE CITY STANDARD DETAIL BR42.
I� CONTRACTOR SHALL REPAIR EXISTING TRAFFIC ISLAND.
COORDINATE WITH CITY INSPECTOR.
1 CONTRACTOR SHALL RELOCATE UTILITY POLE. COORDINATE WITH
UTILITY COMPANY.
Ig CONTRACTOR SHALL PROTECT EXIST. CURB AND INSTALL 5' WIDE
SIDEWALK PER CITY STANDARD DETAIL FR --02.
4D 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
DISTURBED DURING CONSTRUCTION, INCLUDING STOP BARS,
CROSSWALKS, LANE MARKER BUTTONS AND PAINT STRIPES,
HYDRANT MARKERS, CHANNEUZATION ARROWS, AND ANY OTHER
ao EXISTING CHANNELIZATION MARKERS LOCATED WITHIN THE LIMITS
OF THE PROJECT. PAINT STRIPES SHALL BE REPLACED WITH
BUTTONS WITH REFLECTORS. STOP BARS SHALL BE REPLACED
WITH THERMOPLASTIC MATERIALS. SEE SHEET 21 FOR EXISTING
ti CHANNELIZATnON PLAN. COORDINATE WITH CITY INSPECTOR.
2. SEE SPECIFICATIONS FOR PERMITTED WORK HOURS AND
REQUIREMENTS BETWEEN LING AVENUE S.W. AND RAINIER AVENUE S
• 3. A SLIDE RAIL TRENCH SHORING SYSTEM FOR TRENCH WORK AS
i DESCRIBED IN THE SPECIFICATIONS WAS USED TO DETERMINE
+ RESTORATION LIMITS AND QUANTITIES. SEE SPECIFICATIONS FOR
ao DESCRIPTION OF SHORING OPTIONS.
'a 4. SEE BUTT JOINT DETAIL ON SHEET 2.6 FOR SAWCUT
� LINE
REQUIREMENTS
z 5. WHERE EXISTING CURB, GUTTER, AND SIDEWALK ARE REMOVED OR
DAMAGED DURING CONSTRUCTION, IT SHALL BE REPLACED IN
v KIND. IF EXISTING GUTTER PANEL WIDTH IS LESS THAN OR
�– GREATER THAN 12". COORDINATE REPLACEMENT WITH CITY.
2tRCITY OF
RENTON
Planning/Building/Public wo*. Dept.
D•22o5b2&
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'_ or ALI APPROVAL
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D- 295917
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S.W. 7TH STREET DRAINAGE IMPROVEMENT PROJECT mmm 220/04
PHASE 2 - LIND AVE. SW. TO MORRIS AVE. S. ^m
STREET RESTORATION PLAN
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