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G2.07 <br />MATCHLINE <br />w <br />J 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 />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 />-:E3. 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 />-x x x x \ <br />G2.07 <br />MATCHLINE <br />A c\ASPHA` <br />"D�C0 c\ <br />�G* QSA 4,c� <br />F <br />/ 3"\ <br />EXI <br />. ° <br />TAND PI EXISRFN <br />\ <br />2" PVC <br />TDRA <br />®c\ <br />IIE.:1 <br />621 <br />CQg <br />TOP 21.80 <br />oP 1720.71 <br />IE <br />�qsp <br />FJ <br />IE 14.3-12•CPP (S) <br />.6-12•CPP((S) <br />IE 17.7-4•PVC (N� <br />tiy� J <br />® <br />HANIICA <br />PARKINGP <br />EX SSMH 7, <br />EX SSM <br />RIM:2. <br />PHALT <br />SIGNS <br />RIM:21.40' <br />IE: 11.00'(W)-1"2 <br />2� 2 <br />P7.7=88''CP <br />EXI ° � <br />� G � G <br />IE:12.04'(W)-1"�PVCG . <br />G G- INV OUT:10.91 <br />�,9 \\ 'c(� <br />�Q�P IE: <br />W)-1" PVC <br />PLrWTER gp <br />(CONCRETE) w PUNIER <br />_ n.P IN\L.nLI <br />5i�'E- P TFR <br />PARKING (CONCRE <br />('1 <br />__._. w <br />� I�IV J EOC <br />9. - "G a P P- <br />G G G G G G <br />e ° \� 3 2T EXISTING EXISTING ASPHALT LAI <br />s ST. 25 = s� <br />H EXISTING P <br />B EP EL. 41.90 L 1 ,4 SSMH 111 <br />N METAL PLATE _ <br />EL 60.78 � r <br />El. 51.67 EL. 6- EL. 41.08 4EL 51.87 EL. 48.76 - <br />'� EL 60.92 EL 54.86 EL 61.21 El. 35.83 - - 3 P 5- ` --„a---?'- ----------------------- <br />• ° r <br />2 <br />D EL 62.77 EL. 38.68� _ P 5 O aP <br />n s s -�� - �� 9� - -SgE - -SSGF �S oF- -SS -� ss I SS ) S EXISTING - & <br />9E-cr S1T---o* oT E- p, 0€ or-61=ar P€ or �E s>-�BE o 22� F SS SS SS 1017.9-6 <br />LD OE - -OE -OE- OE- -OE -OE �E OE- - -OE - -OE- OE- OE <br />- <br />EL EL. 41.49 EL. 41.31 El. 49.78 �(. H 20 2(,'- CF <br />El. 61.87 <br />CD <br />N EL. 52.42 EL. 64.97 . 52.61 EL. 60.61 cR�' EL 47 84 IE <br />x EL. 61.78 EL. 63.88 'PELL 5 of EL 48.59 <br />w C w w w A 8 TOP 21.49 G9 17 <br />w �9w w w� I <br />®, . y� IE 16.6-1YCPP (N) Top t,g8 <br />/ 18 O SS H 1 E 1.4-18•CPP E, W) ('� IIE E 17.0-8•CPP S <br />L) x x x x x x x x x x x x x x 'T�P 21 04 IE 11.6-18•CPP (E,W) <br />OE OE- - -OE- - -CE- E- - -OE OE OE OE OE <br />/C) O l v <br />ER ER / /° <br />a ABOVE GROUND JNDUIT <br />6ER G 0 1. 1. li <br />/ / o <br />C E N T R A L 0ATYA D lER / O <br />/ Y <br />D I � <br />/ Y o° EXISTING O / <br />o G / SSMH 110 O <br />16 <br />/ O O <br />MATCHLINE - - - 1 0�- \ - MATCHLINE <br />El PLAN <br />a <br />n SCALE IN FEET <br />IF THIS DRAWING IS NOT 22"x34" SCALE ACCORDINGLY. 20 0 20 40 RECORD DRAWINGS <br />PROJECT ENGINEER: <br />SCALE: <br />PORT OF EVERETT <br />�wc. uo. <br />� <br />PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY <br />J. KESER <br />NOTED <br />G2•08 <br />z <br />Port 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 ROADS <br />CIP N0. <br />6-8-008-01 <br />y <br />3241 a"slake Axen�eE <br />® ® ® <br />WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, <br />C. WIEST <br />JULY 2022 <br />0 <br />EVERETT <br />S-tk,washing-98102 <br />p: 206.624.1387 <br />THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF <br />INDUSTRY DRAWINGS ARE FOR USE ON THIS PROJECT ONLY <br />L� �" q <br />PHASE 1 <br />DRAWN BY <br />CHECKED BY <br />PROJECT <br />I <br />ENGINEERS, INC.-.pnd-gnee[s. <br />Al <br />7/7/23 <br />JBK <br />RECORD DRAWINGS <br />AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN <br />G. DEAN <br />C. CASTONA <br />ti P.O. BOX 538 <br />DO <br />7/27/22 <br />JBK <br />ISSUED FOR BID <br />APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED <br />SITE TOPOGRAPHIC SURVEY <br />N0. PD-WP-2022-07 <br />APPROVED BY: <br />EVERETT, WA 98206 <br />IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT <br />N0. <br />DATE <br />BY <br />REVISION <br />SHEEP N0. 15 OF 48 <br />(425) 259-3164 <br />DIRECTLY OR INDIRECTLY TO PND. <br />