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2 <br /> TYP. <br /> / ! 0 n ® j ® � ® II ® Y/J n <br /> � � WMOLE5,A1.E <br /> EVERETT, WASHINGTON <br /> LOCATION#114 <br /> 1020019TH AVE BE <br /> �_... -.... _. TYP. EVERETT,WA 98208 <br /> - - � <br /> COSTCO <br /> WHOLESALE <br /> „P CORPORATION <br /> - �- ---- ® - — �� - 999 LAKE DRIVE <br /> ISSAQUAH,WA 98027 <br /> T:425.313.8100 <br /> — __ _— 2❑ www.costco.com <br /> c= TYP. <br /> 4 DEMOLITION KEYNOTES <br /> 3 TYP. .' ❑ NOT USED. 1101 Second Ave,Ste 100 <br /> T.P.\\� ' ". 1 <br /> REMOVE STRIPING AND MARKINGS. <br /> � GLJ 206962 6500 <br /> SALVAGE EXISTING PARKING SIGNAGE THROUGHOUT FOR REUSE. <br /> SHADED AREA INDICATES PREPARE RE-PAVING WORK TO ACCOMMODATE 2% <br /> MAX.SLOPE IN ALL DIRECTION. <br /> 3 <br /> TYP. <br /> .. _... r <br /> ® 0 TYP. Y LEGEND , L <br /> EXISTING _._..... _. <br /> ® ---� D ----------EMOLITION :$ <br /> PERMIT SET <br /> TYP.: <br /> NEW <br /> - - 2019 parking lot <br /> changes permitted <br /> under PW1907-021. <br /> ENLARGED DEMO PLAN __ �-- ---� Replace in-kind <br /> 1 unless modified by <br /> —, — more recent permit. ` City of Everett Permit Services <br /> SCALE: 1"=20' 9 ! EVERETT Reviewed for Permit 05/07/2025 <br /> _ <br /> 3 <br /> 10 0" 5'-0 10 0" 10'-0" 101-6" 10'-6" 10'-6" 10'6" --� <br /> f NVA <br /> _ _1J <br /> / AC=:F= <br /> L � <br /> _.� 10 <br /> _ <br /> 2 <br /> \ 1 24'0" � <br /> 1 o KEYNOTES - <br /> - TYP �- 5O <br /> .__. - 1 O PROVIDE NEW STRIPING AND MARKING PER PLAN.REFER TO DETAIL 19/SD201 - <br /> - - - -_ <br /> Nc CONFIRM ADA ACCESS AISLE IS 5'-0"MINIMUM WIDTH,PROVIDE ADDITIONAL <br /> ❑ 5 O STRIPING AS NECESSARY <br /> TYP. 7 <br /> — OSHADED AREA INDICATES MODIFY PAVEMENT WORK TO ACCOMMODATE 2% / <br /> MAX.SLOPE IN ALL DIRECTIONS IN ACCORDANCE 2010 ADAS SECTION 403.3; <br /> 2009ANSIA117.15ECTION:502.5. <br /> PROVIDE PEDESTRIAN CROSS WALK. <br /> RUSSELL H.HAZZARD,ARCHITECT <br /> 5 RELOCATE AND ADJUST PARKING SIGN AT 60"MIN.Hi ABOVE GROUND <br /> 20 I O SURFACE IN ACCORDANCE 2010 ADAS SECTION 502.6 AND 2009 ANSI A117.1 <br /> q, M ® SD201 SECTION 502.7.REFER TO DETAIL 17/SD201 <br /> o ® ® o --- O REPAIR FLUSH <br /> T EXPANSION JOINT TO LESS THEN 112"GAP TO PROVIDE SMOOTH _ _^ <br /> 6 AND FLUSH TRANSITION IN ACCORDANCE 2010 ADAS SECTION 302.3;2009 ANSI �� <br /> - "' - GI51ERE0 <br /> 4 5 <br /> A117A SECTION 302.3. 10 ARCHITECT <br /> TYP 5.-0:: 20'-0^ �:-0:. 2 <br /> _ MODIFY OR REPLACE THE CONCRETE SIDEWALK TO PROVIDE 2%MAX CROSS / <br /> l �� —�� `— O SLOPE AND 5%MAX RUNNING SLOPE. �_/ ILL H.HAZrARO <br /> s.<. <br /> q 6 O iATE OF WASHINCTON <br /> NOT USED. -X_.._x..-x�-are--�� _ __.�L� ._._.9_ 7 <br /> o � _ � 6 <br /> 0 0 <br /> -I `- MODIFY AND/OR REPLACE THE CURB RAMP TO PROVIDE 2%MAX CROSS SLOPE <br /> o <br /> ....-~.AND 6.3%RUNNING SLOPE,REFER TO DETAIL 141SD201 -_-' --- ---- -- <br /> enYtorm vby enY meene rMM1ON permluon memm�MGt.u� <br /> GRIND OR FILL THE VERTICAL LEVEL CHANGES TO LESS THAN 1W VERTICAL OR <br /> 10 1/7 BEVELED I:2. 0 DATE DESCRIPTION^ <br /> 01.18.19 DO SET <br /> NOTE: 05.30.19 PERMIT SET <br /> ENLARGED SITE PLAN FOR SITE GRADING SEE CIVIL — <br /> L SCALE: 1"=20' DRAWING j ENLARGED SITE PLAN <br /> 95-0850-35 <br /> PM: ROD WILLSON <br /> DRAWN:MC <br /> DEMO& NEW <br /> ENLARGED <br /> SITE PLAN <br /> SD101 <br />