Laserfiche WebLink
I <br />EXISTIN <br />RIM = 1 <br />IE = 1. <br />CONTRACTOR <br />w:.}nOr <br />POTHOLE <br />LINE TO AVC <br />I".. I ll <br />TUTSNOTES: <br />1 CONNECT TO EXISTING DRAINAGE STRUCTURE <br />2 8" CLEANOUT PER DETAIL SHEET TS1 <br />STORM DRAINAGE NOTES: <br />PARTOF THE DRAINAGE SYSTEM SHALL BE COVERED, CONCEALED, <br />OR PUT INTO USE UNTIL IT HAS BEEN INSPECTED, TESTED, AND <br />ACCEPTED BY THE CITY OF EVERETT. <br />2. <br />ALL WORK AND MATERIAL SHALL CONFORM TO THE CITY OF EVERETT <br />DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS AND <br />THE WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE <br />AND MUNICIPAL CONSTRUCTION (CURRENT EDITION). <br />3. <br />APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE SEEN OBTAINED <br />PARCEL# Cis, <br />FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE <br />3006 C' <br />CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF <br />3006 C( <br />LOCATIONS AND TO AVOID DAMAGE TO ANY ADDITIONAL UTILITIES <br />EVERETT, <br />SHOWN. IF CONFLICTS WITH EXISTING UTILITIES ARISE DURING <br />CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS <br />INSPECTOR AND ANY CHANGES REQUIRED SHALL BE APPROVED BY <br />THE CITY ENGINEER PRIOR TO COMMENCEMENT OF RELATED <br />CONSTRUCTION ON THE PROJECT. <br />4. <br />ALL STORM SYSTEMS WITHIN THE PUBLIC RIGHT—OF—WAY OR IN <br />EASEMENTS MUST BE STAKED BY SURVEY FOR LINE AND GRADE <br />PRIOR TO STARTING CONSTRUCTION. <br />3. <br />ALL CATCH BASIN GRATES MUST BE STENCILED OR STAMPED "DUMP <br />NO WASTE, DRAINS TO RIVER." <br />GENERAL T <br />1. <br />LOCATION SHOWN OF EXISTING UTILITIES AND IMPROVEMENTS ARE <br />APPROXIMATE ONLY, AND THE CONTRACTOR SHALL VERIFY EXACT <br />UTILITY LOCATIONS TO AVOID DAMAGE OR DISTURBANCE. <br />2. <br />ALL WORK & MATERIALS MUST BE IN ACCORDANCE WITH THE LATEST <br />REVISION, INCLUDING ADDENDA AND UPDATES, OF THE CITY OF <br />EVERETT STANDARD PLANS. <br />3. <br />STATIONS AND OFFSETS ARE CALLED OUT TO CENTER OF STRUCTURE <br />BENCHMARK <br />ELEV.=143.52 <br />m <br />z <br />J <br />P <br />� <br />CL <br />9 <br />n <br />U <br />r <br />0-) <br />r— <br />.o <br />m <br />w <br />o� <br />® <br />r <br />i <br />3 r <br />9�� <br />�a <br />4.1 <br />Z <br />C <br />Lo > <br />w <br />w <br />U <br />