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AC WALKWAY <br />Wq DATUM: <br />HORIZONTAL: NAD 83/91 WSPC NORTH ZONE. U.S. SURVEY FEET. <br />CONSTRAINED TO CITY OF EVERETT VALUES. <br />VERTICAL: MEAN LOWER LOW WATER (MLLW). <br />�CONSTRAINED TO DEA #3009. <br />(EVT E009) AS BEING 17.083. <br />OTHER VERTICAL NOTES: <br />DEA #3009 MLLW=17.083. <br />SAME POINT AS PUBLISHED BY CITY OF EVERETT E009=14.78 NAVD88. <br />t DIFFERENCE BETWEEN MLLW AND NAVD 88 IS 2.30' <br />SO TAKE MLLW AND SUBTRACT 2.30 FEET TO GET TO NAVD88. <br />NOTES: <br />1. TOPOGRAPHIC SURVEY FROM DEA 2015 PROJECT SURVEY. <br />2. PORTIONS OF THIS PROJECT SURVEY ARE INCOMPLETE AND/OR NO <br />LONGER REPRESENTATIVE OF THE EXISTING SITE CONDITIONS. <br />3. CONDITIONS DEPICTED ON THE FOLLOWING SHEETS ARE A <br />COMBINATION OF THE FOLLOWING SOURCES: <br />3.1. 2015 DEA PROJECT SURVEY <br />3.2. FISHERMAN'S HARBOR UPLAND INFRASTRUCTURE DESIGN <br />DRAWINGS <br />3.3. SE MILLWRIGHT LOOP AND OPEN SPACES DESIGN DRAWINGS <br />3.4. SITE INVESTIGATION. <br />I <br />MI <br />Y <br />2 <br />" STEEL PIPE <br />AC WALKWAY <br />O <br />Z <br />Z <br />U <br />H <br />H <br />N <br />j <br />J Q <br />i <br />O <br />x MATCHLINE <br />i G2.05 — <br />— — — <br />— — <br />, <br />— — — — <br />— _ — <br />— — MATCHLINE <br />i <br />PLAN <br />a <br />n <br />SCALE IN FEET <br />IF THIS DRAWING IS NOT 22"x34" SCALE ACCORDINGLY. <br />20 0 20 40 <br />RECORD <br />DRAWINGS <br />N <br />PROJECT ENGINEER <br />SCALE: <br />PORT OF EVERETT <br />DWG. NO. <br />PND ENGINEERS, INC. Is NOT RESPONSIBLE FOR SAFETY <br />J. KEISER <br />NOTED <br />G2.04 <br />Z <br />O�� O� <br />PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE <br />CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. <br />DESIGNED BY: <br />DATE: <br />MILLWRIGHT LOOP <br />ROADS <br />y <br />® ® <br />32ao aasdake A�er,�e>✓ <br />WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, <br />C. WIEST <br />JULY 2022 <br />CIP NO. <br />6-8-008-01 <br />LD <br />EVERETT <br />Seance,wast,;�,gvn,9aloz <br />P:206.64A.1387 <br />THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF <br />INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY <br />DRAWN BY <br />CHECKED BY <br />q <br />PHASE 1 <br />ENGINEERS, INc..pnaen�ne�.�om <br />Al <br />7/7/23 <br />JBK <br />RECORD DRAWINGS <br />AND ARE Nor INTENDED FOR REusE WrHour WRITTEN <br />G. DEAN <br />C. CASTONA <br />PROJECT <br />ti P.O. BOX 538 <br />DO <br />7/27/22 <br />APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED <br />APPROVED BY: <br />SITE TOPOGRAPHIC <br />SURVEY <br />NO. <br />PD—WP-2022-07 <br />EVERETT, WA 98206 <br />JBK <br />ISSUED FOR BID <br />IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT <br />(425) 259-3164 <br />N0. <br />DATE <br />BY <br />REVISION <br />DIRECTLY OR INDIRECTLY TO PND. <br />SHEET N0. <br />11 OF 48 <br />