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z <br />:1 <br />DRAINAGE 3ASIN 1 <br />AREA: 5.51 AC <br />►�D�iDD\ � DRAINAGE BASIN <br />��1 1 • I 1 <br />.��t*1 <br />DRAINAGE BASIN G <br />VE AREA:1.70 AC <br />❑DRAINAGE BASIN H <br />AREA:7.83 AC <br />Port of <br />EVERETT <br />P.O. BOX 538 <br />EVERETT, WA 98206 <br />(425) 259-3164 <br />® ® © 37 Ez e Avenue 1 <br />Seattle,, WW.ashington 9802 <br />P: 206.624.1111 <br />ENGINEERS, INC. w pndengjnem.com <br />0 7/27/22 JBK ISSUED FOR BID <br />N0. DATE BY REVISION <br />EXISTING DRAINAGE BASINS <br />SCALE IN FEET <br />100 0 1GO 200 <br />PROJECT ENGINEER: <br />PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY <br />PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE <br />CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. <br />WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, <br />BRUCF <br />OFWt'SH/ 'F <br />�P%tpE� ^�, �s <br />'k �P <br />J. KEISER <br />DESIGNED BY: <br />C. WIEST <br />THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF <br />DRAWN BY <br />G. DEAN <br />INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY <br />AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN <br />o, 9�7eB ?� <br />APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED <br />e° <br />Fss /:.ee <br />APPROVED BY: <br />IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT <br />/ONAL 0 <br />DIRECTLY OR INDIRECTLY TO PND. <br />SCALE: NOTED PORT OF EVERETT <br />DATE: <br />JULY 2022 MILLWRIGHT LOOP ROADS <br />CHECKED BY: PHASE 1 <br />C. CASTONA EXISTING DRAINAGE BASINS <br />DWG. NO. <br />H H R-1 <br />CIP NO. <br />8_8_008-01 <br />PROJECT <br />PD-WP-2022-07 <br />NO. <br />SHEET NO. <br />1 OF 3 <br />