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1 —� 2 � 3 � 4 � 5 • . <br /> GENERAL NOTES � <br /> D 1. INSTALLATION TO BE IN ACCORDANCE WITH THE STRUCTURAL DESIGN AND <br /> CALCULATIONS OF THE STRUCTURAL ENGINEER. <br /> 2. NEW PORTABLE CLASSROOMS ARE TO BE CONNECTED TO THE MAIN FIRE ALARM . <br /> SYSTEM. � <br /> 3. RAMP SHALL CONFORM WITH THE WASHINGTON STATE BARRIER FREE DESIGN <br /> REQUIREMENTS AND APPLICABLE FEDERAL, STATE AND LOCAL CODES AND � ' ' � <br /> REGULATIpNS. <br /> 4. PROVIDE AN UNDER FLOOR ACCESS PANEL WITH A MINIMUM eLEAR OPENING WIDTH <br /> OF 18"x 24". THE OPENING MUST BE COVERED WITH A DOOR OR SCREEN. . - . - � - <br /> � . . .. • •• � � <br /> 5. PROVIDE UNDER FLOOR VENTILATION AT THE RATE OF 1 SQUARE FOOT NET FREE y <br /> AREA FOR EACH 150 SQUARE FEET OF UNDER FLOOR AREA.VENTS ARE TO BE <br /> LOCATED TO PROVIDE CROSS VENTILATION. COVER VENTS WITH 1/4"CORROSION <br /> RESISTANT WIRE. � . <br /> 6. ALL CONSTRUCTION IS SUBJECT TO FIELD INSPECTIONS, CORREGTIONS AND FINAL <br /> FIELD APPROVAL TOGETHER WITH ISSUANCE OF A CERTIFICATE OF OCCUPANCY <br /> PRIOR TO THE BUILDING BEWG OCCUPIED. � <br /> 7. AN APPROVED SET OF PLANS SHALL BE KEPT AT THE JOB SITE AT ALL TIMES DURING <br /> CONSTRUCTION. , <br /> 8. PLACE ONE TYPE 2A-10BC FIRE EXTINGUISHER W EACH PORTABLE. MOUNT AT MAX. <br /> 54"AFF AND PLACE ADJACENT TO DOOR. <br /> 9. ROOF DRAINAGE TO BE VIA ALUMINUM GUTTERS AND (4) DOWNSPOUTS AT EACH <br /> BUILDING CORNER. THE DOWNSPOUTS WILL DRAIN TO SPLASH PANS WHICH WILL <br /> - ----- - - � T - I-- _ - DRAIN TO EXISTING DRAINAGE. PROVIDE POSITIVE DRAINAGE AWAY FROM THE ' ' • ' <br /> . _ _ ' — — — - __ _ — _ 1 _ _ PORTABLE CLASSROOM AND ALL ADJACENT STRUCTURES. <br /> - - _ - � 10. PORTABLE CONTRACTOR TO PAINT BUILDING SKIRT TO MATCH EXISTING BASE AND <br /> _ _ _ . TRIM COLOR. <br /> 11. REMOVE ALL VEGETATION AND ORGANICS FROM BUILDING PAD AREA. BUILDING PAD 9739 REGISTERED �� <br /> TO EXTEND 24" BEYOND FACE OF BUILDING AND 12" BEYOND FACE OF RAMPS, aRCHirECT � � ' <br /> C _ _ .:; <br /> � LANDINGS AND STAIRS. PROVIDE A 9"THICK CRUSHED ROCK BASE. REFER TO � , <br /> __ _ _ ._ _ C1/AS1.1. <br /> 12. EXTERIOR PAINT COLORS:VERIFY WITH DISTRICT PRIOR TO PAINTWG. KE�u GARDINcR sr�irH <br /> __ . __ ____ _ __ __ -__ __ _ _ _._ _._ _ _ _ STATE OF WASHINGTON • <br /> ❑_ - <br /> 13. SIX MIL BLACK POLYETHYLENE OR APPROVED EQUAL SHALL BE LAID OVER THE � <br /> � � °----- - - __ _ _ GROUND IN UNDER FLOOR CRAWL SPACES. THE GROUND COVER SHALL BE <br /> `�� __ ___ <br /> o OVERLAPPED 12° MINIMUM AT THE JOINTS AND SHALL EXTEND TO THE FOUNDATION <br /> ' WALL. NOT REQUIRED AT ASPHALT. . <br /> ' ❑ _ �-_ __ • � • <br /> . <br /> _ _ _ . ,. <br /> � <br /> . . _ _ _ _ EPS Silver Lake �� <br /> o� _ _ <br /> _ __ �, <br /> ---�_ __ <br /> _ o � <br /> � . , <br /> Portables : <br /> - r----____;_____ _ . <br /> r� � - - - - - _ _ _ _ _ FOR � <br /> . i - - _ _ _ _ _ _ _ . <br /> P3 + - 20�-��� � - - - _ _ Ev r Public <br /> ' EXISTING <br /> PORTABLE EXISTING I I � � / � �1 e ett <br /> 27'-8 1/2"x 32'-0" PORTABLE � P7 � � � / � , <br /> 887 SF � EXISTING � �I <br /> 27'-8 1/2"x 32'-0" EXISTWG � � I � I ���OO'� <br /> 887 SF I PORTABLE <br /> _____ � 27'-8 1/2"x 32'-0° PORTABLE I � �/ PROPOSED �� I <br /> _ a ___ __ _ -----__�_ I 887 SF 887 SF � � �/ PORTABLE % � <br /> 27'-8 112 x 32 0 <br /> AT <br /> �------------ - - � � _1 � 27�-a �i2°x 3z�-o° �� � , <br /> i='-_ � - - - � — � � I I sa�sF j I � � • <br /> � — — — — -� � � � � .__�__, � , i ,, �� i � 12815 Botheil Everett Hwy � <br /> � _ �i�� --_�_� � iiiarr�iiiiiiiii i i !� i � EVeret� WA 98208 ,. <br /> i � '- -_ �� � � � � f� r-_ _ ._/ -� <br /> B I�� � � r� .--��� -�..�_�.._ _ -� B <br /> � P5 � � � _ � �� � _ � <br /> � EXISTWG pg � �i �� � �� !— i� _ �-- — — -._ .._ <br /> � PORTABLE EXISTING � ) �� � � � � / —l� 1 hCopyr'ight20.17 Dykeman,Inc. <br /> � 27-8 1/2 x 32-0 PORTABLE � � I P9 � � � % � 2.The Architect's Instrument of Professional Service. <br /> 887 SF 27'-8 1/2"x 32'-0" �� � � EXISTING P10 � /� <br /> � � � � � � � � 3. For use on this project only.Obtain Architect's . <br /> 887 SF �� � � PORTABLE EXISTING � � P14 � <br /> � _ I� �I � � 27'-8 1/2"x 32'-0" PpRTABLE � � � � �� � written permission for any other use or reproduction. <br /> I � 887 SF , „ , „ I � � / PROPOSED � � <br /> _ _ � � 27-8 1/2 x 32-0 � � PORTABLE /� <br /> - - - - - - - - - - - - - - ______- I �� �� � s s� s F � � I � � 2��-s v 2°X 3 z�-o° j I , <br /> �-- - --� _ � _ - - _ J � I I � _ � � � I I $87 SF /I i MARK DATE DESCRIPTION <br /> � _J --==—- �' — — ---� —1 _ _ — � � ' i f / I 10/27/17 PERMIT SUBMITTAL .. <br /> � '� r- r� -' � - _ _ _ _ � ��� , ��/a//////// // ////� I � <br /> � � _ J I I _ + _ � _ ,� <br /> � � U T I L I T Y i � — ` - -�-- 9"CRUSHED ROCK BUILDWG PAD TO <br /> � — � \ POLE � � EXTEND 24" BEYOND FACE OF BUILDWG <br /> - AND 12" BEYOND FACE OF RAMPS <br /> ENCLOSURE, P12 ! <br /> � EXISTING RESTROOM PORTABLE � REFER TO� � EXISTING � � S - <br /> � � ELECTRICAL PORTABLE �ory <br /> , � 4 1'X 1 2' ' 27'-8 1/2"x 32'-0" � <br /> L _ _ - - - 492SF i � 887SF � <br /> - - - - � I I - PROJECT NUMBER: � 2017-024 , <br /> , I PRINCIPAL IN CHA.RGE: � KGS <br /> I 4"ASPHALT PAVWG ON PROJECT MANAGER: � ZH <br /> '— _ ' 2"COMPACTED BASE . <br /> - - _ _ _ _ _ � 10BCAPTAIN: � DDF <br /> � : � �' � o � -, � � � . <br /> � . <br /> , , _ � .,. � _ <br /> A � � � \, PARTIAL SITE PLAN - A � - <br /> � � � � � PORTABLES �� � <br /> � � � : � <br /> ; <br /> �� <br /> 0 8' 16' 32' . <br /> PARTIAL SITE PLAN - PORTABLES � 'e � <br /> A 1 1/16��_ ��-o�� NORTH +.� <br /> Scale: 1/16" � 1'-0" <br /> 1 2 3 4 5 ' <br />