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z <br />w <br />N <br />N <br />CANADA <br />BEIINpIAM <br />q mil ° a WNT VERNON <br />o XAV a <br />METT <br />PROJECT SITE <br />SEATTLE <br />pPA TACOMA <br />OLMPIA <br />LOCATION MAP <br />SCALE: NOT TO SCALE <br />470y X /4 �eife/� <br />Jon B. Keiser Oul 26. 202117:02 PDT) <br />Brian Nielsen (Jul 26, 202116:31 <br />11.. k...... ....I... ...... ....�. �. <br />NIT. IF THE ELECTRONIC DOCUMENT DOES NOT <br />A VERIFIABLE DIGITAL SIGNATURE IN THE BOX <br />PLEASE CONTACT THE ENGINEER OF RECORD <br />ORIGINAL CERTIFIED ELECTRONIC DOCUMENT. <br />)RAWING IS NOT 22"'x34" SCALE ACCORDINGLY <br />PROJECT LOCATION <br />SCALE: NOT TO SCALE <br />PORT OF EVERETT <br />PORT COMMISSIONERS <br />TOM STIGER <br />DAVID SIMPSON <br />GLEN BACHMAN <br />DESIGN TEAM <br />CIVIL/STRUCTURAL ENGINEER <br />PND ENGINEERS, INC. <br />ELECTRICAL ENGINEER <br />HARBOR POWER ENGINEERS, INC. <br />CEO/EXECUTIVE DIRECTOR <br />LISA LEFEBER LANDSCAPE ARCHITECT <br />CHIEF OF <br />ENGINEERING & PLANNING <br />JOHN KLEKOTKA, P.E., S.E. <br />MARINA DIRECTOR <br />JEFF LINDHOUT <br />PROJECT MANAGER <br />BRANDON WHITAKER <br />HBB LANDSCAPE ARCHITECTURE <br />BUILDING ARCHITECTURE, <br />ELECTRICAL, MECHANICAL, <br />AND PLUMBING <br />CUSHING TERRELL <br />GEOTECHNICAL ENGINEER <br />GEOENGNEERS <br />DATUM <br />ELEVATION DATUM FOR THIS PROJECT IS DUO' MEAN <br />LOWER LOW WATER (MLLW) <br />TIDAL DATA <br />BASED ON NOAA•s PUBLICATION SHEET "WASHINGTON <br />944-7659", DATED 9/29/1988, THE RELATIONSHIP <br />BETWEEN NGVD 1929 AND MLLW DATUMS FOR EVERETT, <br />POSSESSION SOUND, FOR THE TIDAL EPOCH 1960-1978 <br />IS AS FOLLOWS: <br />HIGHEST RECORDED TIDE: ESTIMATED (EHW) <br />MEAN HIGHER HIGH WATER (MHHW) <br />MEAN HIGH WATER (MHW) <br />NGVD 1929 <br />MEAN LOW WATER (MLW) <br />MEAN LOWER LOW WATER (MLLW) <br />LOWEST OBSERVED WATER LEVEL (6/02/77) <br />EXTREME LOW WATER (ELW) <br />PROJECT ENGINEER SCALE: PORT OF EVERETT <br />PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY BW10E J. KEISER NOTED <br />PROGRAMS, METHODS D PROCEDURES OF OPERATION, OR THE � o„ �o DESIGNED BY: DATE: _ <br />CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. ,p in <br />Pat O m 1736 RPo a6Avwo S. SuireA WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, �P C. WIEST JULY 2021 WPC FISHERMAN'S HARBOR <br />�( DS OF <br />R22D6.6a1.1381 g9B1M THE NDUSTRY.IFICATIONS DRAWNGS SHALL <br />FOR USE ON� ISAPROJECT ONLY 9 COMMERCIAL DEVELOPMENT <br />iiilll iii!!!1\ 1 � DRAWN BY: CHECKED BT: <br />ENGINEERS, INC. www.pndwgweess.wm AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN m� 2169 Eo ,2� G. DEAN C. CASTONA PARCEL A17 <br />P.O. BOX 538 APPROVAL FROM PND.WIN DRAGS ARE ALSO NOT TO BE USED F °�eTe. <br />EVERETT. WA 98206 QO 7/27/21 JBK 100% ISSUED FOR BID IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT sSXONAIL E�PG�'/� APPROVED BY: <br />N0. DATE BY REVISION <br />(425) 259-3164 DIRECTLY OR INDIRECTLY TO PND. 1�,Be�--k°�k #126 ! ' 302117:36PDTf TITLE SHEET <br />DWG. NO. <br />+14.35' <br />+11.11• <br />+10.25• <br />+5.93• <br />+2.80• <br />0.00 <br />—3.60' <br />—4.50 <br />T1.01 <br />CIP NO. 2-13-064-01, 6-8-012-01 <br />PROJECT PD—WP-2021-04 <br />NO. <br />SHEET NO. 1 OF 85 <br />