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m c <br />m - <br />� <br />a <br />m n <br />CL <br />o � <br />v� <br />m <br />3 <br />0 <br />00 <br />N <br />0 <br />N <br />L5 <br />3 <br />0 <br />of <br />0 <br />LD <br />I <br />I <br />D <br />L5 <br />I <br />co <br />D <br />a <br />a <br />0 <br />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 NAVI <br />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 <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 DRAWING`. <br />3.4. SITE INVESTIGATION. <br />MATCHLINE <br />G2.02 <br />I <br />"J PLAN <br />D SCALE IN FEET <br />N <br />Y IF THIS DRAWING IS NOT 22"x34" SCALE ACCORDINGLY. 20 0 20 40 <br />PROJECT ENGINEER: <br />SCALE: <br />PORT OF EVERETT <br />DWG. NO. <br />oHIND <br />ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY <br />PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE <br />BRUCF <br />J. KEISER <br />NOTED <br />/� <br />V'2.01 <br />BY: <br />DATE- <br />N %% <br />or <br />,S e�nsH <br />V <br />v <br />® ® ® 3240 Eastlake A—, E <br />S-tde,W.sbi, ton98102 <br />CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS.DESIGNED <br />CONSTRUCTION <br />WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, <br />�P <br />$ �P <br />C. WIEST <br />JULY 2022 <br />MILLWRIGHT LOOP ROADS <br />CIP N0. <br />B-8-OO8-01 <br />DRAWN BY: <br />CHECKED BY: <br />I EVER TT <br />THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF <br />INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY <br />1 <br />PHASE 1 <br />PROJECT <br />NO. PD-WP-2022-07 <br />N <br />P.O. BOX 538 <br />N EVERETT, WA 98206 <br />P:206.624.1387 <br />ENGINEERS, INC. www.pndengioeees.mm <br />QO <br />7/27/22 <br />JBK <br />ISSUED FOR BID <br />AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN <br />IN ANYMANNERAL THAT WOULD M PND. I CONSTITUTE NGS ARE SAO DETRIMENTT TO <br />s, vF 32789pEo �� <br />FSS�ONAL Ew\ <br />G. DEAN <br />C. CASTONA <br />SITE TOPOGRAPHIC SURVEY <br />APPROVEDUSED <br />AppRovEo BY: <br />SHEET NO. 8 OF 48 <br />I. (425) 259-31fi4 <br />DIRECTLY OR INDIRECTLY TO HIND. <br />8/`b <br />NO. <br />DATE <br />BY <br />REVISION <br />