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L/ I <br />q. <br />w w w w w W w <br />3 SAWCUT AND DEMOLISH 450 SFSEINE <br />ss OF HMA. REPAVE PER TYPICA_-::]��L <br />HMA STREET DETAIL. RE —STRIPE S <br />� PARKING STALLS. <br />n ■ n ill <br />� Vijll <br />' VI�III -i <br />GUEST DOCK 5 <br />NOTES: <br />1. TOPOGRAPHIC SURVEY FROM DEA 2015 PROJECT SURVEY. <br />2. PORTIONS OF THIS PROJECT SURVEY ARE INCOMPLETE AND/OR NO LONGER <br />REPRESENTATIVE OF THE EXISTING SITE CONDITIONS. <br />3. CONDITIONS DEPICTED ON THE FOLLOWING SHEETS ARE SOURCED FROM A <br />COMBINATION OF THE 2015 DEA PROJECT SURVEY, FISHERMAN'S HARBOR <br />UPLAND INFRASTRUCTURE DESIGN DRAWINGS, AND SITE INVESTIGATION. <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 2.30 FEET TO GET TO NAVD88. <br />— gigikiIII <br />BULKHEAD TIEBACKS <br />AND DEADMAN <br />r®: �r�w rarrrrslwr errrsrrir r�rserrrr'r� raoawawwrs rui <br />i d®ZBYI•IIY0.! iN®NMlII�� IIC81dY�I�1i®, IIII�il1.�®dl IIi�l1Ar8Y0.Y �YI <br />G i®®f1l�ltt Ate. !Aus .I;�y �iiaNq lR A� aP.Ali {, Il�I�R.i Fa WIN <br />HARBOR1� FISHERMAN'S <br />1 <br />PLAN <br />20 0 20 40 <br />\� EXISTING GROUND CONTOU <br />/ — — — — — — — — — — — — — <br />J o � <br />0 <br />ACTIVITY FLOAT <br />—W—F-WF_ <br />ol <br />PROJECT ENGINEER: <br />SCALE <br />PORT OF EVERETT <br />DWG. N0. <br />Port o, f <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 />BRUCF <br />� OF WF9N <br />< c is <br />~P <br />J. KEISER <br />NOTED <br />D1.01 <br />DESIGNED BY <br />DATE- <br />_ <br />WPC FISHERMAN'S HARBOR <br />CIP NO. 5-0-012-01, 6-8-009-01 <br />J <br />° <br />© ® �TM 1736FouerhAvenues. BuireA <br />, Sea e,Wahnbnon98134 <br />WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, <br />THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF <br />R` `P <br />C. WIEST <br />JULY 2021 <br />■RAWN BY: <br />CHECKED BY: <br />i <br />EVERETT <br />P: 206.624.1387 <br />INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY <br />'0 <br />COMMERCIAL DEVELOPMENT <br />PROJECT <br />NO. PD-WP-2021-04 <br />n <br />ENGINEERS, INC. —pads gineare. <br />AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN <br />APPROVAL FROM HIND. DRAWINGS ARE ALSO NOT TO BE USED <br />,,, yF 32789 �o � <br />F oisFeP <br />G. DEAN <br />C. CASTONA <br />PARCEL A8 <br />APPROVED BY: <br />P.O. BOX 538 <br />y EVERETT, WA 98206 <br />D <br />7/27/21 <br />JBK <br />100i ISSUED FOR BID <br />IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT <br />�� <br />SS/ E� <br />ONAL <br />N0. <br />DATE <br />BY <br />REVISION <br />SHEET NO. 8 OF 93 <br />(425) 259-3164 <br />DIRECTLY OR INDIRECTLY TO BIND. <br />r <br />EXISTING CONDITIONS AND DEMOLITION PLAN <br />