Laserfiche WebLink
m c <br />< K <br />N p <br />Q <br />o � <br />m ~ <br />O <br />w <br />N <br />N <br />N <br />_ G2.05 <br />MATCHLINE <br />8' CLF <br />—x x x y xx <br />PCn PCn <br />Iw w <br />k W <br />ASPHAL <br />PSO PSO PSO <br />- PSS PSS <br />Zvi <br />EX <br />1 — a U I L D I N G <br />Y x <br />o'I GATE <br />3 �� x� <br />�+ EL 44.39 W El. 39.62 <br />J <br />O I <br />ROOF L \ A SLIGHT EL 44.29 ol <br />i -x-x x x o <br />N <br />N .JII,I <br />PP (S) <br />(RESTROOM/SHOWER) <br />� B <br />EX N <br />li <br />LUMNS <br />PSO PSO PSO PSo 0 PSO - <br />PSS PSS PSS PSS <br />�x $ <br />w w w-lw w w w <br />W W W W W <br />H 11 <br />A TE ILL 1 9H-10"CPP (W <br />—sD D LT <br />LIGHT POLE_ <br />EL 47.4 - .- P-E..., a <br />a ' B I <br />I EX EX <br />E <br />NG <br />w w w w w w <br />W W W W W W- <br />.1y"CPP (W) <br />ASPHALT <br />LIGHT POLE <br />EL. 47.79 <br />I <br />— PSO SO - <br />PSS PSS <br />gg w N w w w <br />I tb.1- 0' ( 1 9. P (E) U AB 0 <br />W W W W W W WSD <br />- <br />LT SD _ <br />SIDEWALK <br />LIGHT POLES <br />EL. 47.3 <br />T POLE <br />29.42 <br />B U I L D I N G <br />LINE <br />o <br />3 I. <br />UU qqBBLL TTpp <br />CATCHEBASIN � ESS <br />3 <br />15 <br />PSO PSO PSO PSO PSO 6 PSO PSO PSO PSO PSo PSo P 0 — <br />PSS PSS PSS PSS PSS PSS PSS <br />SD I <br />14 —w w w w w £w w w I W—w— w w w w w� <br />JVE FILTER <br />W W W W W W w W W W w W W W W w— W 4 <br />H <br />E H <br />1 9. EC❑n�ECnn a <br />� � A L s° G �° <br />T� <br />GA 0 <br />�`� SD SD <br />I 9. -1 'PVC (E)) <br />P P aP P P P P LIGHT <br />LIGHT E EL. 47.67 Si52 p cE 1 <br />47.9 <br />P� 5 PAD <br />SQL <br />P <br />EX <br />T POLE <br />29.24 <br />w - <br />z <br />J � <br />= O <br />� N <br />< J <br />m <br />.6 DATUM: <br />NOTES: <br />HORIZONTAL: NAD 83/91 WSPC NORTH ZONE. U.S. SURVEY FEET. <br />1. TOPOGRAPHIC SURVEY FROM DEA 2015 PROJECT SURVEY. <br />I <br />CONSTRAINED TO CITY OF EVERETT VALUES. <br />2. PORTIONS OF THIS PROJECT SURVEY ARE INCOMPLETE AND/OR NO <br />VERTICAL: MEAN LOWER LOW WATER (MLLW). <br />LONGER REPRESENTATIVE OF THE EXISTING SITE CONDITIONS. <br />w CONSTRAINED TO DEA #3009. <br />3. CONDITIONS DEPICTED ON THE FOLLOWING SHEETS ARE A <br />o (EVT E009) AS BEING 17.083. <br />COMBINATION OF THE FOLLOWING SOURCES: <br />3.1. 2015 DEA PROJECT SURVEY <br />o OTHER VERTICAL NOTES: <br />3.2. FISHERMAN'S HARBOR UPLAND INFRASTRUCTURE DESIGN <br />DEA #3009 MLLW=17.083. <br />DRAWINGS <br />SAME POINT AS PUBLISHED BY CITY OF EVERETT E009=14.78 NAVD88. 3.3. SE MILLWRIGHT LOOP AND OPEN SPACES DESIGN DRAWINGS <br />o DIFFERENCE BETWEEN MLLW AND NAVD 88 IS 2.30' <br />3.4. SITE INVESTIGATION. <br />SO TAKE MLLW AND SUBTRACT 2.30 FEET TO GET TO NAVD88. <br />PLAN <br />o <br />SCALE IN FEET <br />N <br />Y IF THIS DRAWING IS NOT 22"x34" SCALE ACCORDINGLY. 1 <br />20 0 20 <br />40 <br />PROJECT ENGINEER: <br />SCALE: <br />PORT OF EVERETT <br />DWG. NO. <br />oPND <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 />G2.06 <br />y� <br />C ctxasxi ,(F <br />° ,s <br />DESIGNED BY: <br />DATE: <br />■ ��� <br />v V <br />L) <br />® ® ® <br />3240EasdakeAvenueE <br />Seatde,W.shmgN,n98102 <br />CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. <br />WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, <br />. b <br />�P $�P <br />C. WIEST <br />JULY 2022 <br />MILLWRIGHT LOOP <br />ROADS <br />CIP N0. <br />6-8-008-01 <br />I EVER <br />THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF <br />DRAWN BY: <br />CHECKED BY: <br />PHASE 1 <br />TT <br />N <br />P.O. BOX 538 <br />ENGINEERS, INC. <br />P:206.624.1387 <br />www.pndengi°eees.mm <br />INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY <br />AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN <br />APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED <br />,(, vF 32789 Eo �� <br />FJ, °ISTEM` V� <br />G. DEAN <br />C. CASTONA <br />SITE TOPOGRAPHIC <br />SURVEY <br />PROJECT <br />NO PD-WP-2022-07 <br />N EVERETT, WA 98206 <br />8 <br />7/27/22 <br />JBK <br />ISSUED FOR BID <br />IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT <br />`rAONAL 0� <br />APPROVED BY: <br />n (425) 259-3164 <br />No. <br />DATE <br />0Y <br />REVISION <br />DIRECTLY OR INDIRECTLY TO PND. <br />8/(� <br />SHEET N0. 13 OF 48 <br />