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HomeMy WebLinkAboutSWP2702959.33ROADWAY RESTORATION NOTES LO 0) CV N CL U) 0 5- ly W Z r 42cr+ay 8r 08borns, Inc. CONSULTING ENGINEERS 701 DEXTER AVENUE NORTH SUITE 200 SEATTLE, WASHINGTON 98109 <206) M-0860 I€# SURD:: S.T. DESIGNED,AS SHOWN M.W. DRAWN: J.N. CNECIM:M W NO. REVISION BY DATE APPR K.E. ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY (DCONTRACTOR SHALL RESTORE EXISTING LANDSCAPING IN KIND. ALL GRASSED AREAS SHALL BE REPLACED WITH SOD. 2Q 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 SIDEWALK OR DRIVEWAY CUT IN KIND. Q3 CONTRACTOR SHALL ADJUST UTILITY COVER TO GRADE. SEE CITY STANDARD DETAIL BR 36. ®CONTRACTOR SHALL REINSTALL TRAFFIC SIGNAL LOOPS PER WSDOT NW REGION TRAFFIC STANDARDS. SEE SHEET 27 FOR -� LOCATION OF TRAFFIC SIGNAL LOOPS. SEE SPECIFICATIONS FOR 30 STANDARD DRAWINGS AND DESCRIPTION OF WORK. 20' 10' 0 20' 40' QQ 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. N SEE CITY STANDARD DETAIL F006. fe)© 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. w (DCONTRACTOR SHALL FURNISH AND INSTALL CURB RAMP zI 'ALTERNATE' PER WSDOT STD PLAN F-3a/F-3b. = Qg CONTRACTOR SHALL REMOVE THE EXISTING CEDAR TREE tv- INCLUDING ROOT BALL PRIOR TO EXCAVATION OF STORM TRENCH. 90 CONTRACTOR SHALL REMOVE, PROTECT, AND RELOCATE EXISTING WATER METER BOX. SEE CITY STANDARD DETAIL BR42. ► ORIZO AL' NAD 1 mi,", DATUM 1Q0 CONTRACTOR SHALL REPAIR EXISTING TRAFFIC ISLAND. COORDINATE WITH CITY INSPECTOR. 10 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 DISTURBED DURING CONSTRUCTION, INCLUDING STOP BARS, CROSSWALKS, LANE MARKER BUTTONS AND PAINT STRIPES, HYDRANT MARKERS, CHANNELIZATION ARROWS, AND ANY OTHER OD EXISTING CHANNELIZATION MARKERS LOCATED WITHIN THE LIMITS OF THE PROJECT. PAINT STRIPES SHALL BE REPLACED WITH BUTTONS WITH REFLECTORS. STOP BARS SHALL BE REPLACED w WITH THERMOPLASTIC MATERIALS. SEE SHEET 21 FOR EXISTING CHANNELIZATION PLAN. COORDINATE WITH CITY INSPECTOR. 2. SEE SPECIFICATIONS FOR PERMITTED WORK HOURS AND cn REQUIREMENTS BETWEEN LIND AVENUE S.W. AND RAINIER AVENUE S • 3. A SLIDE RAIL TRENCH SHORING SYSTEM FOR TRENCH WORK AS DESCRIBED IN THE SPECIFICATIONS WAS USED TO DETERMINE + RESTORATION LIMITS AND QUANTITIES. SEE SPECIFICATIONS FOR 00 DESCRIPTION OF SHORING OPTIONS. 4. SEE BUTT JOINT DETAIL ON SHEET 26 FOR SAWCUT LINE REQUIREMENTS z 5. WHERE EXISTING CURB, GUTTER, AND SIDEWALK ARE REMOVED OR =3 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. 2CP Am �- CITY OF t RENTON Planning/Building/Public Works Dept. 45 ►3utur PC-R CONTRArCTORCS RIECOP-� G/OS RECOMMENDED FOR APPROVAL BY ---- Date: - - BY Date: i BY. Rd,— ------ Date: ------ — By Date: mmommomm /20/04 S.W. 7TH STREET DRAINAGE IMPROVEMENT PROJECT FIE OOM PHASE 2 - LIND AVE. SW. TO MORRIS AVE. S. PAGE. DRAWING NO: STREET RESTORATION PLAN SHM: OF, 2 17 7 -=�-2175572(;v SCA14lNED MAY 0 12006