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SSMH <br />RIM: 18.11' <br />IE CL CHANNEL: 10.0' <br />WEST MARINE VIEW DRIVE <br />12" OR 8" CP* _ <br />y = L <br />CONCRETE SIDEWALK <br />PUD VAULT <br />-`. -_ - <br />LANDSCAPE <br />FIRE HYDRANT I ld ld ld ld Id Id ld SDCB <br />C RIM: 16.25' SDCB <br />6" DIP — E 8" CMP: 12.25' (S) RIM: 17.77' <br />_ . __-- -- IE 8" CMP: 11.57' (N) <br />IE 8" CMP: 11.52' (W) <br />J—BOX v <br />EXISTING <br />CURB, TYP. <br />- -- SDCB <br />SDC RIM- 15.50" IE 8CMP:13.05' (NW) <br />RIM: 7.48' SDCB <br />IE 1 CPP 12.98 (N) RIM: 16.10' <br />IE 10" DIP: 14.35' (NW) 0- <br />ASPHALT <br />J �1 <br />CONCRETE -� SDCB <br />PATH RIM: 16.02' <br />a IE 12" DIP: 11.52' (NW) <br />\\\ IE 8" PVC: 11.57' (SE) <br />IE 8" CMP: 11.42' (E) <br />SDCB IE 30" DIP: 8.02 (N) <br />I <br />RIM: 15.49' <br />IE 12" DIP: 14.24' (SE) <br />RAMP r a <br />r PE TELECOM <br />If VAULT W <br />WATE <br />METE EXISTING LIGHT a <br />LANDSCAPE � POLE' TYP. <br />12" DIP <br />r CONCRETE a <br />PATH <br />SDCB <br />RIM: 17.57' <br />IE 12" CPP: 12.77 (N) <br />IE 12" CPP: 12.82' (W). <br />r <br />PL <br />-o <br />r <br />PL <br />FIRE HYDRANT <br />PL PL PL <br />RAMP <br />ELECTRICAL PANEL <br />SDCB <br />RIM: 17.69' <br />IE 12" DIP: 13.49' (NE) <br />IE 12" CPP: 13.49' (S) <br />IE 6" PVC: 13.89' (W) <br />— PL PL <br />PARKING LOT <br />STRIPING, TYP. <br />PL <br />LANDSCAPE I � <br />a <br />WATER ASPHALT <br />METER PATH <br />� r <br />J <br />PL <br />BOLLARD, TYP. <br />:SDCB <br />RIM: 17.57' <br />IE 12" CPP: 12.77' (N) <br />IE 12" CPP: 12.82' (W) <br />ld -� <br />r <br />v <br />• r <br />� I <br />r <br />LEGEND <br />SANITARY SEWER <br />STORM DRAIN <br />WATER SYSTEM <br />EXISTING FIRE <br />HYDRANT <br />EXISTING GROUND <br />CONTOUR <br />PL PROPERTY LINE <br />TELECOMMUNICATIONS <br />GAS <br />UNDERGROUND POWER <br />GRAVEL <br />DATUM: <br />HORIZONTAL: NAD 83/91 WSPC NORTH ZONE. U.S. SURVEY FEET. CONSTRAINED <br />TO CITY OF EVERETT VALUES. <br />VERTICAL: MEAN LOWER LOW WATER (MLLW). CONSTRAINED TO DEA #3009 <br />(EVT E009) AS BEING 17.083. <br />OTHER VERTICAL NOTES- <br />DEA #3009 MLLW=17.083. SAME POINT AS PUBLISHED BY CITY OF EVERETT <br />E009=14.78 NAVD88. DIFFERENCE BETWEEN MLLW AND NAVD 88 IS 2.30' <br />SO TAKE MLLW AND SUBTRACT 2,.M FEET TO GET TO NAVD88. <br />* CONTRACTOR TO VERIFY SIZE <br />OF SANITARY SEWER GRAVITY <br />MAIN. <br />LIMITS LAND <br />DISTURBING <br />ACTIVITY 0.88 ACRE <br />Li PLAN <br />w <br />SCALE IN FEET <br />w <br />o IF THIS DRAWING IS NOT 22"x34" SCALE ACCORDINGLY. 1 15 0 15 30 <br />1L <br />I <br />`D Port Of <br />v <br />EVERM <br />N P.O. BOX E�fRETT, WA 98206 <br />WA <br />Y (425) 259-3164 <br />3240 Eudakc Avuc E <br />® ®Scutk, WT hi,rn <br />98102 <br />R. <br />206.624.1387 <br />ENGINEERS, INC. w .pn&-npncen.com <br />� <br />3/31/22 <br />JBK <br />100% ISSUED FOR PERMIT <br />PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFE-Y <br />PROGRAMS METHODS OR PROCEDURES OF OPERATION, OR TH- <br />CONSTRUCTION CF THE DESIGN SHOWN ON THESE DRAWINGS. <br />ERF SPECIFICATIONS ARE GENFRAL OR NOT CALLED OUT, <br />WHWon <br />THE SPECIFICATIONS SHALL CONFORM TO STANDARDS CF <br />INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY <br />AND ARE NOT NTENDED FOR REUSE WITHOUT WRITTEN <br />NPANY VMANNER THAT WOULD CONSTITUTE A DETR'MENAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED <br />DIRECTLY OR INDIREC-LY TO PND. <br />PROJECT ENGINEER: <br />J. KEISER <br />5CA_E <br />NOTED <br />PORT OF EVERETT <br />DWG. NO. <br />D1 .01 <br />DESIGNED BY, <br />W. THOMPSON <br />DATE <br />MARCH 2022 <br />PORT G A R D N E R LANDING <br />BUILDING <br />EXISTING CONDITIONS <br />CIP NO. <br />6-8—D25-D1 <br />DRAWN BY: <br />G. DEAN <br />CHECKED BY: <br />C. CASTONA <br />PROJECT PD-SM-2021-07 <br />NO. <br />APPROVED BY7 <br />SHEET NO. 1, OF 97 <br />N0. <br />DATE <br />IBY <br />REVISION <br />