12815 19TH AVE SE 2018 Plans 2022-11-28

--- -- I � 1 2 3 I 4 5 EXISTING GROUND ' LIMITS PER AS1 .� GENERAL N4TES �� D � OD O O� O O� Q O O O 1. INSTALLATION TO BE W ACCORDANCE WITH THE STRUCTURAL DESIGN AND . , O O O O / f\ CALCULATIONS OF THE STRUCTURAL ENGINEER. \ \ C�� ^� �� \ \ OO OO OO OV_n \ \ Z 2. NEW PORTABLE CLASSROOMS ARE TO BE CONNECTED TO THE MAIN FIRE ALARM \ � OO O O Q QO GT" OO \ \ � SYSTEM. . ♦ � � O �O O Oo � , � / / O� � O� � O� � � 0 O� / / � rn 3. RAMP SHALL N \/ O � O O O / / CO FORM WITH THE WASHINGTON STATE BARRIER FREE DESIGN \ � �8 �� \ \ REQUIREMENTS AND APPLiCABLE FEDERAL, STATE AND LOCAL CODES AND � � � � \ �� REGULATIONS. � Q \ . /\ / / / / 4. PROVIDE AN UNDER F1,00R ACCESS PANEL WITH A MINIMUM CLEAR OPENING WIDTH / / / / / / / OF 18 x 24 . THE OPENING MUST BE COVERED W1TH A DOOR OR SCREEN. � . � _ � _ , \ \ \ \ \ \ \ \\ \ \ \ \ \ \ � • . . .. � •: � �;. /\ \ \ \ \ \ 5. PROVIDE UNDER FLOOR VENTILATION AT THE RATE OF 1 SQUARE FOOT NET FREE / / / / / / \ / AREA FOR EACM 150 SQUARE FEET OF UNDER FLOOR AREA. VENTS ARE TO BE ,,� /� / � // / /�� / LOCATED TO PROVIDE CROSS VENTILATION. COVER VENTS WITH 1/4"CORROSION • > \ /\ \ / RESISTANT WIRE. CONSTRUCTION GEOSYNTHETIC � � FOR UNDERGROUND DRAINAGE, GRAVEL BACKFI�L FOR DRAINS 6. ALL CONSTRUCTION IS SUBJECT TO FIELD INSPECTIONS, CORRECTIONS AND FINAL MODERATE SURVIVABILITY, FIELD APPROVAL TOGETHER WITH ISSUANCE OF A CERTIFICATE OF OCCUPANCY . PER WSDOT STANDARD PRIOR TO THE BUILDING BEING OCCUPIED. NON—WOVEN, CLASS A PER SPECIFICATION 9-03.12(4) WSDOT STANDARD SPECIFICATION 7. AN APPROVED SET OF PLANS SHALL BE KEPT AT THE JOB SITE AT ALL TIMES DURING 9-33 CONSTRUCTION. 8. PLACE ONE TYPE 2A-10BC FIRE EXTINGUISHER IN EACH PORTABLE. MOUNT AT MAX. 1 CRUSHED ROCK INFILTRATION BED 54"AFFANDPLACEADJACENTTODOOR. C� .O C 1 .O NOT TO SCALE 9. ROOF DRAINAGE TO BE VIA ALUMINUM GUTTERS AND (4) DOWNSPOUTS AT EACH �� - BUILDING CORNER. THE DOWNSPOUTS WILL DRAIN TO SPLASH PANS WHICH WILL � ' T I -- ------ __ _ -- - DRAIN TO EXISTWG DRAINAGE. PROVIDE POSITIVE DRAINAGE AWAY FROM THE � . _ . � � ` _ _ _ __ _, � � - - _ _ - - � _ _ , � PORTABLE CLASSROOM AND ALL ADJACENT STRUCTURES. _._ ._ - _ __ _ --__ - - 10. PORTABLE CONTRACTOR TO PAINT BUILDING SKIRT TO MATCH EXISTING BASE AND _ _ ___ _ _ TRIM COLUR. , � _ , _. 9739 REGISTERED � 11. REMQVE ALl VEGETATION AND ORGANICS FROM BUILDING PAD AREA. BUILDING PAD � aRCHir�cr � - - ---- TO EXTEND 24"BEYOND FACE OF BUILDWG AND 12" BEYOND FACE OF RAMPS, C �-° --- _ LANDINGS AND STAIRS. PROVIDE A 9"THICK CRUSHED ROCK BASE. REFER TO � _ . _._ _ _ _ _ _ C1/AS1.1. KELI t GARDINER SMITH STATE OF WASH(NGTON -- - --- -- _ 12. EXTERIOR PAINT COLORS: VERIFY WITH DISTRICT PRIOR TO PAINTING. ❑- . _ _._ --- . __ __._ � _ o---__ 13. SIX MIL BLACK POLYETHYLENE OR APPROVED EQUAL SHALL BE LAID OVER THE L� - - GROUND W UNDER FLOOR CRAWL SPAGES. THE GROUND COVER SHALI. BE " _ ; ::--- � OVERLAPPED 12" MINIMUM AT THE JOINTS AND SHALL EXTEND TO THE FOUNDATION ` - _ ' - � � � • WALL. NOT REQUIRED AT ASPHALT. �` ___ . �, _ _ _ �\ ❑ _ _ _. __ _ _ _ . _ _ _ _ _ _ . _ _ _ Silver Lake ES 2018 .. o; _ _ _ _ _ _ _ _ . Portables __ _ ._ _ _ _ _ _ _ � , , o ___ � _ FOR--, � �- _ _ _ _ _ , � - - �- - - - - - - - _ _ Everett Pubhc �� P3 � 1 �' - • EXISTWG c h �+ PORTABLE P4 � � r � --' � � - - �o _ VCI I��I�7 , 27'-8 1/2"x 32'-0" PORTAB E � P7 � I � T� -� ��-" - - . 887 SF 27'-8 1/2"x 32'-0" � EXISTING P$ i i � -�i qT 887 SF I PORTABLE EXISTING � . _. � 27'-8 1/2"x 32'-0" PORTABLE I � EX STING �/ %I f _ __ _ __ _ ; � 887 SF 27'-8 1/2"x 32'-0° � � PORTABLE �/ P15 �I � 5 Bothell Everett Hwy 887 SF ' PROPOSED / �_ - - - _ � - - - __ ,J � 27'-8 1/2"x 32'-0" � PORTABLE �i � ,� Everett WA 98208 - _ _ _ J + i 887 SF I/ 27'-888/27'SF 2'-0° j� ~— EXTEND 24p EOYOND FACE OF BUI DING � - _ _ J I �� AND 12" BEYOND FACE OF RAMPS C� .O C� .O ii i BUILDING PERMIT �. B � � �� ---,� i iiiaia �� , �, i 03/20/201 . i � � �� _ _ _ - _ g P5 _ I EXISTWG P6 � �� i i � _ _ i - _' _ -- J B , PORTABLE � � � � �M , `� I , „ , „ EXISTING � � l � � �` FIRE EXTfNGUISHER This drawmg is: 2 7-8 1/2 x 3 2-0 P O R T A B L E � � P 9 ' -� � � � � � (- � "' --� MOUNTED ON INSIDE 1. Copyrig h t 2 0 1 7 Dy keman, Inc. 887 SF � � EXISTING I � 2. The Architect's Instrument of Professional Service. � 27'-8 1/2"x 32'-0" � I I � P10 � � � WALL NEXT TO DOOR I 887 SF � I� I ' � PORTABLE EXISTWG I � �,14 3. For use on this project only. Obtain ArchitecYs J _ _ � I� � � I 27'_8$$7,SF 2'"�" PORTABLE � � � � EXISTING � ATTACHED 30'x10' LANDING written permission for any other use or reproduction. - � _ �� 27'-$ 1/2"x 32'-0" � � � PORTABLE � -- - - - - - I �� sa� sF ' � i � 2��-a �i2°X 32�-0„ � - - • : - . �- - --L ____ — �- - - _ J �, I� � � � I i ss7sF I �_ __, - - - �- - - _�� _ � , � i� i� 2018-003 I � � � _ _ _ � I � L J � � �' _ � t, ;� � � UTILITY � � - - - --- - - - - � . � POLE I I . I P11 � ENCLOSURE; � P12 ' MARK DATE DESCRIPTION EXISTING RESTROOM PORTABLE � REFER TO EXISTING � � ELECTRICAL � PORTABLE 02/16/2018 OWNER REVIEW , ; � 41'X12' � 27'-8 1/2°x 32'-0" � 03/20/2018 BUILDING PERMIT L T - - ' _492 SF i � 887 SF � - -� - - - - - _ � I i � I � � _ � - - - - - - _ � �. . � , PRINCIPAL IN GHARGE:� KGS PROJECT MANAGER: � ZAH - PROJECT ARCHITECT: � " A JOB CAPTAIN: � DDF � � A PARTIAL SITE PLAN - PORTABLES � � `� . �� . _ , . 0 8' 16' 32' / ' PARTIAL SITE PLAN - PORTABLES �� A 1 1/16"= 1'-0" � . Scale: 1/16"= 1'-0" NORTH ' 1 2 3 4 5 4. 1 J3 � ,