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<br /> X115.5' ISI a 64.5'ii`- 39.5'
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<br /> ��' vi -FA� SOF W'1'S i.
<br /> 5e' \0' �yy•�!� 4 ` Q\ 4,
<br /> 16.75
<br /> EXCAVATE AREA 6-IN. MIN Z GARBAGE W CI
<br /> BELOW FINAL GRADE, • l BINS
<br /> 1 5 �1 P SLOPE TO MEET I ikt' �
<br /> PERIMETER GRADES �� Vikk 5489
<br /> ANTHONY'S y ° x1-1 00
<br /> WOODFIRE r",
<br /> :k
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<br /> Joe N
<br /> V 00`I. LEGEND:
<br /> PICNIC r 6�0 4- 55 �\C a TEL I
<br /> AREA r 0-y -l-'
<br /> / -^`?:, 16 b,0 -5 EXISTING PRE-DEMOLITION SPOT
<br /> / ! + �1 X16 411 6°g ELEVATION - 2015 METRON SURVEY
<br /> -{..Nb 1 /,,D1
<br /> -ti'\6 4.'i°' — PROPOSED FINISHED SURFACE
<br /> / oair
<br /> /� ,6 ko 1 ° 0 0 ° U / Ni• ELEVATION
<br /> I 13
<br /> / EXCAVATE AREA TO ,--.1-INCH, OR AS
<br /> ° \00.
<br /> � °
<br /> ',N9 / ° i ' STROOM/SHOWER/LAUND`� jA NEEDED, BELOW FINAL GRADE FOR
<br /> j ° �� ,D OFFICE SPACE
<br /> � i SOD/LANDSCAPE PLACEMENT
<br /> iO
<br /> 1'O� T4-!!\b!..0-5
<br /> O
<br /> -10
<br /> e ^ I nc'. / '�� ,- ;
<br /> GRADI G'` PLAN ' , 4 , ,
<br /> illSCALE: 1" = 20'
<br /> 17.0
<br /> EXISTING SIDEWALK
<br /> 4-INCH EL. 16.65 FT,
<br /> CONCRETE 2-INCH_CSTC_ _-_ VARIES }—
<br /> 16.8 9..
<br /> REMOVABLE
<br /> BOLLARD AND 6-INCH EXCAVATION ZONE -
<br /> 16.6 - -- --- ------ _ -_ ��
<br /> hUUNDAlION, SEE ------ --- -- - -____ ----- -- --
<br /> URBAN DG-4 <2� VARIES i' i i -c i •
<br /> 2..-% -4.-1.••A••,....•,------, } � !O C�
<br /> .s.�aa ."y_.w,�i =fi= j00 - Y r6Xti � LLJ Ce
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<br /> 16.4 ._ ... - - - '.. .,,..._��-1y 3 '♦ '� r ♦a� O
<br /> :i2.s2:i2.i�
<br /> rx1i = :2� fir. / � �� � ♦..3.4.
<br /> s Y i i i2:ii�L-: "i�.�7 -_ r-v - .•♦ ♦♦� ♦♦♦j♦`' ♦ •'O ♦ '♦ ,` ♦ .n♦O n, •�~♦♦ ♦'♦ . C"_.�i.
<br /> �m • IP�. I'- ♦ ♦♦♦ ♦�♦♦ ♦ • `� i, p /♦♦O'O♦�'00♦ .�.�.. .,...e„ .♦� aaa a..♦. .♦.♦!.♦� a THICKENED EDGE 0 Lu
<br /> 16.2
<br /> �` �i , r i i r psi•r. 4 }.
<br /> r.�-'TT v. .. O O ,. g,. - y' *4.nom--- - - -
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<br /> o '4 0 ♦� ♦♦� o •- EXCAVATE AREA TO E"' W
<br /> I- �� r GOi\/V� 0rQ pO.� U
<br /> cn F, �►,�-i1: ��i ro�� �` w �`♦ii ACCOMMODATE 6-INCHES
<br /> (w r . -,x0,' , `."�'B #ii,,.,,G . BELOW FINAL SURFACE W
<br /> 16.0 „..,•.7-‘-.--,r--.:-. 4,7 ,-,7--,-1 *? 1pz? o_ , \<44,4♦,,Tt!4, -.-_ A
<br /> N PAVE .� ,., .. n SECTION
<br /> Ce
<br /> EL. ��
<br /> NEW PAVEMENT 1 �6 1 4, 5 4 SCALE: H: 1” = 2'
<br /> EL. 16.34 FT, V: 1" = 0.4'
<br /> VARIES
<br /> FULL SIZE 11X17 DWG
<br /> I PROJECT ENGINEER: SCALE: PORT OF EVERETT DWG. O.,, " i
<br /> E. GRONEWALD AS SHOWN
<br /> \), 4
<br /> 172,j
<br /> poi O DESIGNED BY
<br /> E. GRONEWALD DATE
<br /> JULY 2018 CIP NoSOUTH MARINA
<br /> DRAWN BY CHECKED 8Y:
<br /> COMMODORE PLAZA 6-8-001-03
<br /> ��" E. GRONEWALD J. KLEKOTKA PROJECT
<br /> rA 409 _ NO. PA-SM-2016-03
<br /> P.O. BOX 538 7/25/18 EDG PERMIT DRAWINGS APPROV /�%• GRADING PLAN 4
<br /> EVERETT, WA 98206
<br /> (425) 259-3164 N0. DATE BY REVISION N0. DATE BY REVISION SHEET NO. OF
<br />
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