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�`•, ' e , , <br />mo <br />�� <br />O:2t <br />M <br />x <br />o� <br />C <br />I <br />CD <br />N O <br />CD CDCD m <br />N U <br />I <br />a, x <br />rn <br />o <br />o ZD <br />N I <br />I <br />00 <br />O <br />om <br />o <br />Cq <br />U <br />N I <br />x <br />w <br />V) <br />m <br />m <br />M <br />M <br />m <br />o� <br />U-) U <br />� g <br />I <br />o-) x <br />r <br />F <br />9 <br />9 <br />9 <br />9 <br />e <br />9 <br />0 <br />9 <br />e <br />fi <br />1q:yff <br />1601 5th Avenue, Suite 1600 <br />Seattle, WA 98101 <br />206.622.5822 <br />www.kpff.com <br />N=3 <br />E=12 <br />TOP OF WALI <br />F( <br />S• LEIS <br />rj WAsg <br />,a 24089 <br />t STE��� <br />�ssIONAL�ti <br />04109121 <br />NO. I DATE <br />1 06-18-2021 CONFORMED SET <br />• <br />KEY PLAN <br />N <br />10= <br />f <br />MAINTENANCE <br />N <br />N <br />r <br />r <br />BUS WASH <br />FUELING ISLAND <br />GENERAL NOTES: <br />1. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED, CONCEALED, OR <br />PUT INTO USE UNTIL IT HAS BEEN INSPECTED, TESTED, AND ACCEPTED BY <br />THE CITY OF EVERETT. <br />2. ALL WORK AND MATERIAL SHALL CONFORM TO THE CITY OF EVERETT DESIGN <br />AND CONSTRUCTION STANDARDS AND SPECIFICATIONS AND THE <br />WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND <br />MUNICIPAL CONSTRUCTION (CURRENT EDITION). <br />3. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM <br />AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR <br />SHALL BE RESPONSIBLE FOR VERIFICA11ON OF LOCATIONS AND TO AVOID <br />DAMAGE TO ANY ADDITIONAL U1ILITIES SHOWN. IF CONFLICTS WITH EXISTING <br />UTILITIES ARISE DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY <br />THE PUBLIC WORKS INSPECTOR AND ANY CHANGES REQUIRED SHALL BE <br />APPROVED BY THE CITY ENGINEER PRIOR TO COMMENCEMENT OF RELATED <br />CONSTRUCTION ON THE PROJECT. <br />4. ALL STORM SYSTEMS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN EASEMENTS <br />MUST BE STAKED BY SURVEY FOR LINE AND GRADE PRIOR TO STARTING <br />CONSTRUCTION. <br />5. ALL CATCH BASIN GRATES MUST BE STENCILED OR STAMPED DUMP NO <br />WASTE, DRAINS TO STREAM, LAKE, RIVER, PUGET SOUND, OR WETLAND". <br />CHOOSE APPROPRIATE FEATURE FOR THE PROJECT. <br />6. STORM DRAINAGE PIPE SHALL BE CORRUGATED POLYETHYLENE STORM <br />SEWER PIPE UNLESS NOTED OTHERWISE. <br />LEGEND: <br />• CLEANOUT <br />0 DOWNSPOUT <br />CB TYPE 1 /INLET <br />STORM LINE <br />sD <br />UNDERDRAIN <br />UD <br />- RD <br />— ROOF DRAIN <br />TRENCH DRAIN <br />FM <br />FORCE MAIN <br />CONSTRUCTION NOTES: <br />O CONNECT TO DOWNSPOUT. SEE DETAIL 3, DRAWING CG.07A <br />® TRENCH DRAIN SEE DETAIL 2, DRAWING CG.07A <br />O CONNECT TO EXISTING DRAINAGE STRUCTURE <br />CONNECT TO EXISTING B" PVC STORM DRAIN <br />CLEAN OUT (CO) <br />LOCATION TABLE <br />STRUCTURE <br />NORTHING <br />FASTING <br />INVERT <br />C05 <br />344383.45 <br />1292138.19 <br />425.20 <br />CATCH BASIN (CB) LOCATION TABLE <br />STRUCTURE <br />NORTHING <br />FASTING <br />C69 <br />344366.05 <br />1292124.71 <br />C610 <br />344374.24 <br />1292105.09 <br />C611 <br />1 344518.78 <br />1 1292062.20 <br />This Record Drawing has, been prepared, in part, based <br />on "As -Built" information, prq ded,by others. Though <br />the as -built information dn' dihis .drawing are based on <br />the best available information, no,presumption should <br />be made regarding the drawing's accuracy. <br />STned By ' X - - Date <br />�V!\ Permit Inspe <br />Print Name & Titl&\ <br />IW3101-007 <br />FACILITIES_MCOB MAINTENANCE IMPROVEMENTS <br />1 R P 1 PHASE <br />1 1 <br />7100 HARDESON ROAD, EVERETT WA 98203 <br />0 10 20 40 <br />giiw <br />1 inch = 20 feet <br />DRAWN: TLC PROJECT NO.: 20-002 <br />DESIGNED: CJM DATE: APRIL 13, 2021 <br />CHECKED: LAW ITB #2021-011 <br />DRAWING NO.: <br />Page 46 of 363 CG.02�MB <br />