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1 FIR — — — <br />G2.05 <br />MATCHLINE <br />W <br />z <br />J� <br />=O <br />yER DER Q <br />UU qqggLL TTpp I �I, <br />CATCHEBASIN 3 ESS <br />ER LL <br />1 <br />WM <br />s —X—x — — — <br />� 1111 11 ��pp <br />CPO <br />PV, <br />I <br />15 <br />BUIL ING LUMNS <br />WV <br />ASPHAL <br />PSo PSo PSo-- PSo PSo PSo PSo PSo PSo PSo PSo PSo 0 <br />i <br />m <br />0 <br />i <br />0 <br />i <br />0 <br />n <br />_ G2.05TCHLI — — — — Ex z— auILDING <br />MATCHLINE x <br />il Try <br />l\� of GATE <br />3 Ji X X <br />v EL. 44.39 }i EL. 39.62 � <br />W <br />MJ ❑ <br />o= ER N of I BUILDING <br />Q 44.29 <br />� ROOF LLIGHT EL <br />(—x <br />x xpp x g <br />I <br />(RESTROOM/SHOWER) 3 <br />I 13.2-10"P�C ) <br />�x x 8' CLF X x <br />SIDE Ex 1 pp (SS)) <br />I 181 - "PV fN) ROOF LINE <br />`LIU I VULL <br />E1. <br />SIDEWALK ® 29.42 EL 29.24 <br />< Z Z <br />Y CD P = o <br />2 C-� C C) <br />0 <br />J Q <br />C7 <br />J <br />J <br />DATUM: NOTES: <br />B HORIZONTAL: NAD 83/91 WSPC NORTH ZONE. U.S. SURVEY FEET. 1. TOPOGRAPHIC SURVEY FROM DEA 2015 PROJECT SURVEY. <br />CONSTRAINED TO CITY OF EVERETT VALUES. 2. PORTIONS OF THIS PROJECT SURVEY ARE INCOMPLETE AND/OR NO <br />VERTICAL: MEAN LOWER LOW WATER (MLLW). LONGER REPRESENTATIVE OF THE EXISTING SITE CONDITIONS. <br />x CONSTRAINED TO DEA #3009. 3. CONDITIONS DEPICTED ON THE FOLLOWING SHEETS ARE A <br />(EVT E009) AS BEING 17.083. COMBINATION OF THE FOLLOWING SOURCES: <br />3.1. 2015 DEA PROJECT SURVEY <br />OTHER VERTICAL NOTES: 3.2. FISHERMAN'S HARBOR UPLAND INFRASTRUCTURE DESIGN <br />DEA #3009 MLLW=17.083. DRAWINGS <br />o SAME POINT AS PUBLISHED BY CITY OF EVERETT E009=14.78 NAVD88. 3.3. SE MILLWRIGHT LOOP AND OPEN SPACES DESIGN DRAWINGS <br />DIFFERENCE BETWEEN MLLW AND NAVD 88 IS 2.30' 3.4. SITE INVESTIGATION. <br />SO TAKE MLLW AND SUBTRACT 2.30 FEET TO GET TO NAVD88. PLAN <br />0 <br />a <br />n SCALE IN FEET <br />IF THIS DRAWING IS NOT 22"x34" SCALE ACCORDINGLY 1 20 0 20 40 RECORD DRAWINGS <br />PROJECT ENGINEER: SCALE: PORT OF EVERETT DWG. No. <br />� PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY J. KESER NOTED G2.06 <br />PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE <br />z CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. DESIGNED BY: DATE: <br />y Port O� 3240 Eastlake aven�e>✓ WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, C. WIEST JULY 2022 MILLWRIGHT LOOP ROADS <br />CIP NO. <br />0 ® ® ® Seam,,washing-98102 THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF L� �" q 6-8-008-01 <br />EVERETT p: 206.624.1387 INDUSTRY DRAWINGS ARE FOR USE ON THIS PROJECT ONLY DRAWN BY CHECKED BY PHASE 1 <br />ENGINEERS, INC.—.pnd-gnee[s _ Al 7/7/23 JBK RECORD DRAWINGS AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN G. DEAN C. CASTONA PROJECT <br />ti P.O. BOX 538 APPROVAL FROM FIND. TOPOGRAPHIC SURVEY <br />D. DRAWINGS ARE ALSO NOT TO BE USED NO. PD-WP-2022-07 <br />EVERETT, WA 98206 7/27/22 JBK ISSUED FOR BID IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT APPROVED BY: <br />(425) 259-3164 DIRECTLY OR INDIRECTLY TO FIND.N0. DATE BY REVISION SHEET N0. 13 OF 48 <br />