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HomeMy WebLinkAboutSWP2702959.10C3� N N CL S U) 37 0 1 C ; H z U AmPo 426 y ar Oebo►xmxc�, Imo. C❑NSULTING ENGINEERS 701 DEXTER AVER NORTH SUITE 200 SEATTLE, WASHINGTON 98109 (206) 284-0860 SURVEYED: SCALE: S.T. DEMIM. As SHOWN M.W. DRAWN: J.N. ONE IW ,, , CHECKED' AT FULL SCALE=� MA IF NOT ONE INCH NO. REVISION BY DATEFAPPR Ate: �"`E'`` '"�L' K.E. ROADWAY RESTORATION NOTES 0 CONTRACTOR SHALL RESTORE EXISTING LANDSCAPING IN KIND. ALL GRASSED AREAS SHALL BE REPLACED WITH SOD. 02 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. 03 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 3 LOCATION OF TRAFFIC SIGNAL LOOPS. SEE SPECIFICATIONS FOR o STANDARD DRAWINGS AND DESCRIPTION OF WORK. W m 20' 10' 0 20' 40' 0 CONTRACTOR SHALL SAWCUT EXISTING DRIVEWAY FULL DEPTH AT w LOCATION TO BE MARKED IN THE FIELD BY THE ENGINEER. m WASTEHAUL EXISTING PAVEMENT AND REPLACE DRIVEWAY IN KIND. o SEE CITY STANDARD DETAIL F006. M + N ® 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 70 CONTRACTOR SHALL FURNISH AND INSTALL CURB RAMP :3 'ALTERNATE' PER WSDOT STD PLAN F-3a/F-3b. ® CONTRACTOR SHALL REMOVE THE EXISTING CEDAR TREE INCLUDING ROOT BALL PRIOR TO EXCAVATION OF STORM TRENCH. Q9 CONTRACTOR SHALL REMOVE, PROTECT, AND RELOCATE EXISTING WATER METER BOX. SEE CITY STANDARD DETAIL BR42. 10 CONTRACTOR SHALL REPAIR EXISTING TRAFFIC ISLAND. COORDINATE WITH CITY INSPECTOR. vourA1_ NAVD Im HORIZONTAL: W IM/1991 A'U)DATUM a .- rd W cn w m 0 M c+o W Z U RCITY OF RENTON 10 CONTRACTOR SHALL RELOCATE UTILITY POLE. COORDINATE WITH UTILITY COMPANY. 1� 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 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 CHANNELIZATION PLAN. COORDINATE WITH CITY INSPECTOR. 2. SEE SPECIFICATIONS FOR PERMITTED WORK HOURS AND 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 DESCRIPTION OF SHORING OPTIONS. 4. SEE BUTT JOINT DETAIL ON SHEET 26 FOR SAWCUT LINE 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. Planning/Building/Public Works Dept. IS BULL-i' PFk C.ONrlt A rd2's 2E CAA -f Inc RECOMMEND D FOR APPROVAL / Brfe �� - --=-- Date: By. —--'---- Oct Date: A/A/ By. —�'=------- Date: _w BY -------------- Date:-------- MENNEWHE S.W. 7TH STREET DRAINAGE IMPROVEMENT PROJECT naDOWK. /04 PHASE 2 - LIND AVE. SW. TO MORRIS AVE. S. PAM DRAWING Na. STREET RESTORATION PLAN SHEET: 18 �, 27 .�� . -- 2 95 9;27 SCANNED MAY 0,1200E