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1 I 2 I 3 4 I 5 <br /> GENERAL NOTES <br /> 1. INSTALLATION TO BE IN ACCORDANCE WITH THE STRUCTURAL DESIGN AND 'NW <br /> CALCULATIONS OF THE STRUCTURAL ENGINEER. <br /> U r / 2. NEW PORTABLE CLASSROOMS ARE TO BE CONNECTED TO THE MAIN FIRE , <br /> - - ALARM SYSTEM <br /> W - - - - - 3. RAMP SHALL CONFORM WITH THE WASHINGTON STATE BARRIER FREE DESIGN DY K E M A N <br /> _ REQUIREMENTS AND APPLICABLE FEDERAL,STATE AND LOCAL CODES AND <br /> REGULATIONS. <br /> \ ARCHITECTURE + DESIGN <br /> 4. PROVIDE AN UNDER FLOOR ACCESS PANEL WITH A MINIMUM CLEAR OPENING <br /> - '� '�� WIDTH OF I8"x24".THE OPENING MUST BE COVERED WITH A DOOR OR SCREEN. <br /> -• - \, \ v_ ` 5. PROVIDE UNDER FLOOR VENTILATION AT THE RATE OF 1 SQUARE FOOT NET D <br /> D <br /> z __ "- FREE AREA FOR EACH 150 SQUARE FEET OF UNDER FLOOR AREA VENTS ARE y _ <br /> m --- �- ` _ TO BE LOCATED TO PROVIDE CROSS VENTILATION.COVER VENTS WITH 1/4" <br /> _ ---_._ CORROSION RESISTANT WIRE. <br /> EXISTING 4"c <br /> GRASS r < <br /> _ - -- .___--_ 6. ALL CONSTRUCTION IS SUBJECT TO FIELD INSPECTIONS,CORRECTIONS AND <br /> $ w "--- - FINAL FIELD APPROVAL TOGETHER WITH ISSUANCE OFA CERTIFICATE OP CONSULTANT: <br /> "" __- OCCUPANCY PRIOR TO THE BUILDING BEING OCCUPIED. <br /> "- 7. AN APPROVED SET OF PLANS SHALL BE KEPT AT THE JOB SITE AT ALL TIMES <br /> w DURING CONSTRUCTION. <br /> I- <br /> p 8. PLACE ONE TYPE 2A-10BC FIRE EXTINGUISHER IN EACH PORTABLE.MOUNT AT <br /> tt <br /> 1.W 5'-0"TYP. <br /> MAX.54"AFF AND PLACE ADJACENT TO DOOR. <br /> ,/ 20'-0"MIN. <br /> m r "L 9. ROOF DRAINAGE TO BE VIA ALUMINUM GUTTERS AND(4)DOWNSPOUTS AT EACH <br /> p__ /JJ/J/ I BUILDING CORNER.THE DOWNSPOUTS WILL DRAIN TO SPLASH PANS WHICH <br /> - / i%/ ____ ,, 7 WILL DRAIN TO EXISTING DRAINAGE.PROVIDE POSITIVE DRAINAGE AWAY FROM - <br /> � _ THE PORTABLE CLASSROOM AND ALL ADJACENT STRUCTURES. <br /> z j 10.PORTABLE CONTRACTOR TO PAINT BUILDING SKIRT TO MATCH EXISTING BASE REGISTRATION STAMPS: <br /> I- %/� AND TRIM COLOR. <br /> u'S 11.REMOVE ALL VEGETATION AND ORGANICS FROM BUILDING PAD AREA.BUILDING <br /> 6"CRUSHED ROCK PAD TO EXTEND 24"BEYOND FACE OF BUILDING AND 12"BEYOND FACE OF I�bab7 REGISTERED <br /> BUILDING PAD TOjf' RAMPS,LANDINGS AND STAIRS.PROVIDE A 6"THICK CRUSHED ROCK BASE. 1 () ARCHIrFCT <br /> EXTEND 24"BEYOND �j •f"+�'(' <br /> PROPOSED PORTABLE PZ FACE OF BUILDING-� P3 12.CONTRACTORS TO LOCATE,CAP AND FLAG ALL EXISTING IRRIGATION HEADS <br /> 2T�.5"X 32'-0.0' PROPOSED PORTABLE AND 12'BEYOND LOCATED BELOW GRAVEL PAD FOR PORTABLES. <br /> 2T-8.5"X 32'-0.0' FACE OF RAMPS,TYP. PROPOSED PORTABLE T►1r JAUEs EWL1T <br /> S AT OF WASH GTON <br /> 687 S.F. 2T-6.5"X 32'-0.0' 'r 13.CONTRACTORS TO PROTECT ALL EXISTING IRRIGATION VALVES,LATERALS AND <br /> 887 S.F. FIRE EXTINGUISHER <br /> 887 S.F. 4 MAIN LINES. <br /> ASPHALT MOUNTED ON INSIDE <br /> PAVING AS WALL NEXT TO . <br /> C NECESS oR DOOR,TYP. PROJECT IDENTIFICATION: C <br /> ACCESSIBLE 10'X 105'LANDING, <br /> ROUTE <br /> STAIRS,AND B'X <br /> 30'RAMPWITH Jackson ES <br /> \ -- -- <br /> , ‘ - �� L. <br /> MAX SLOPE1:12� L , Portables <br /> z I I <br /> RAMPDN. __._ ......_...._--...___......................_._..._._..... - -_._. -. ' FOR <br /> i <br /> __ _..� Everett Public <br /> .., ..,l,.,...�.W,.,,...,,,.....,,,�W..� Schools _ <br /> AT <br /> P4 P5 3700 Federal Ave <br /> PROPOSED PORTABLE PROPOSED PORTABLE Everett WA 98201 <br /> 27'-8.5'X 32'-0.0' 2T-B.5"X 32-0.0' P6 • <br /> 887 S.F. 887 S.F. PROPOSED PORTABLE <br /> Z\ PROPOSED PORTABLE PERMIT SET <br /> (RELOCATED PORTABLE 3) (RELOCATED PORTABLE 4) 2T-8.5"X 32'-0.0' <br /> 27-8.5"X 32,0.0' <br /> 887 S.F. 887 S.F. 02/13/2024 <br /> 1,j ALIGN EDGE OF (RELOCATED PORTABLE B) <br /> PORTABLE WITH (RELOCATED PORTABLE C)I EDGE OF PAVEMENT This drawing is: <br /> 1.Copyright 2024 Dykeman,Inc. <br /> B I 2.The Architect's Instrument of Professional Service. <br /> 3.For use on this project only.Obtain Architect's B <br /> written permission for any other use or reproduction. <br /> _.__ PROJECT <br /> __ ---------- L <br /> REVISIONS: <br /> �/ •----- `\\\-� \\\� MARK DATE DESCRIPTION <br /> 5�-0. <br /> i� WETLAND ��\ <br /> -----� ice/ SETBACK. \\ <br /> i \ N. <br /> \------�,.- WETLAND 130,0" /N. \\ EXISTING <br /> BUFFER N N. GRASS <br /> N \N \ <br /> N N <br /> N. \ <br /> N. \ <br /> \ \ PROJECT TEAM: <br /> \ \\ PRINCIPAL IN CHARGE:I KGS <br /> \ \\ \ PROJECT MANAGER: IZAH <br /> \\ \ PROJECTANCHITECT:I <br /> \ JOB CAPT <br /> DDF <br /> A \ \`- DRAWING TITLE: A <br /> \\ -- PARTIAL SITE PLAN - <br /> ------ PORTABLES <br /> ----- D 4' 8' 16' DRAWING NUMBER: <br /> 1) <br /> Scale:1/8"=1'-0" <br /> PARTIAL SITE PLAN-PORTABLES NORTH0 1/8"=1,0" . AS 1 . I <br /> i I 2 1 3 1 4 I 5 <br />