Laserfiche WebLink
m c <br />< ,< <br />m C <br />m n <br />rx c <br />o m <br />v� <br />0 <br />w <br />N <br />CD <br />G2.07- - - <br />MATCHCHLINE <br />w <br />f, z DATUM: <br />N HORIZONTAL: NAD 83/91 WSPC NORTH ZONE. U.S. SURVEY FEET. <br />-� a -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 />j�3. CONDITIONS DEPICTED ON THE FOLLOWING SHEETS ARE A <br />COMBINATION OF THE FOLLOWING SOURCES: <br />I 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 \ <br />I <br />I <br />_ G2.07 <br />MATCHLINE <br />r 1, 60 <br />3"D RFN o,Dc <br />P1177_744QPVC <br />WSgg W) <br />\ ° IE 17 8 CPP <br />A \2" PVC TAND PI .c <br />°\ <br />10 <br />9p�i T§� %, <br />B GD I <br />c�F OP 21.Bo TIE, <br />IE -gsAyJ \ IE 14.3-12'CPP (S) IE IE 17.7-4HANDICA <br />'PVC (W) <br />9�T P RKINGP <br />J <br />1 2 <br />PHALT SIGNSj727-88'.CP N) <br />p T PARKING (CONCRE <br />E 01 TRENCH <br />PLANTER 3'D <br />917 �cg��� <br />Eoc <br />U V L--,,__,L==p==L=L=p <br />PLANTER <br />c0 tN tY s'�2 ASPHALT N <br />of �s <br />s� <br />0 <br />H p <br />5 Ep EL. 41.90 <br />pj EL. 60.78 METAL PLATE ° <br />EL 51.fi7 EL. fi3.74 EL 41.08 EL. 51.87 T - <br />El. 48.76 - - - T <br />co EL 60.92 EL 54.86 EL 61.21 G+.__ <br />EL. 35.831h3 <br />D EL. 62.77 � EL. 38.68 - P S o < O <br />S �� S� gs -SgE- - �SOF - OE- SS- -,°E= SS J SS ) S SS SS SS O dv <br />eE- T OE or- .��aT BE ar qE a-�-BC o 22` r �Po P TOP <br />OE- -OE -0E- OE- -OE OE- T�� -0E- OE- -OE -0E- OE <br />g EL. 11.49 EL. 41.31 EL. 49.78 EL. 61.87 'Sv O I 17.9-8 CPP ( 2 <br />EL. 52.42 EL 64.97 �, 52.61 � N� EL ,.59 <br />Z EL. 61.78 EL. 63.88 EL. 61.35 EL 60.61 GONG EL 48 59 TOP 21.49 8 1 7 <br />w 1 g IE 16.6-12'CPP (N) TOP 1.88 <br />IE 11.4-18'CPP (E,W) <br />IE 8'CPP S <br />S 1 a O T NH21.04 IE 17.0-e <br />x x x x x x x x x �A �� x x x x x / 1 - "CPP (pP�11.e ^ ^ IE 11.6-18'CPP (E,W) <br />OE OE OE OE- E- - -OE- -OE- - -OE OE OEM \ <br />ABOVE GROUND NO <br />�LD / <br />CENTRAL O A T Y A D I' / / / O <br />/ 0 7 4 <br />s Y <br />w <br />0 o <br />N < Q �1 <br />MATCHLINE6 <br />° c� / <br />MATCHLINE <br />o G2.09 \ - - - - / �\ G2.09 <br />a <br />PLAN <br />101 <br />D SCALE IN FEET <br />N <br />Y IF THIS DRAWING IS NOT 22"x34" SCALE ACCORDINGLY. 20 0 20 40 <br />o <br />N %% <br />v or V <br />v <br />I EVER TT <br />N <br />P.O. BOX 538 <br />N EVERETT, WA 98206 <br />® ® ® 3240 Eastlake AvrnueE <br />Seatde,W.shmgNP98102 <br />P:206.624.1387 <br />ENGINEERS, INC. www.pndengioeees.mm <br />QO <br />7/27/22 <br />JBK <br />ISSUED FOR BID <br />PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY <br />PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE <br />CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. <br />WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, <br />THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF <br />INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY <br />AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN <br />DEOTRIMENTT TO E USED <br />NP ANOYVMANNEAL OR THAT WOULDM PND. I CONSTITUTE NGS ARE ALSO <br />BRUCF <br />,� ewasH <br />. ° i <br />�P <br />$ �P <br />,t, vF 32789pEo �� <br />FSS70NAL Ew\ <br />PROJECT ENGINEER: <br />J. KEISER <br />SCALE: <br />NOTED <br />PORT OF EVERETT <br />DWG. NO. <br />f- �"2.08 <br />DESIGNED BY: <br />C. WIEST <br />DATE: <br />JULY 2022 <br />MILLWRIGHT LOOP ROADS <br />1 <br />PHASE 1 <br />SITE TOPOGRAPHIC SURVEY <br />CIP N0. <br />6-8-008-01 <br />DRAWN By <br />G. DEAN <br />CHECKED BY <br />C. CASTONA <br />PROJECT <br />NO. PD-WP-2022-07 <br />APPROVED BY: <br />SHEET N0. 15 OF 48 <br />I. (425) 259-3164 <br />DIRECTLY OR INDIRECTLY TO PND. <br />8/` <br />N0. <br />DATE <br />BY <br />REVISION <br />