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LOCATION F
NOTES
1. CONTRACTOR SHALL OVEREXCAVATE WHERE REQUIRED AND PROVIDE 4" OF FOUNDATION MATERIAL, CONFORMING TO WSDOT
9 -03.9(3) TOP COURSE, 95% COMPACTION. SLOPE AWAY FROM BUILDING AT 2% UNLESS OTHERWISE INDICATED.
2. EXTEND FOUNDATION MATERIAL 3.0' BEYOND SIDES OF PORTABLE EXCEPT WHERE INDICATED ON THE PLAN.
3. PORTABLE FOUNDATION AND STRUCTURE BY PORTABLE BUILDING MANUFACTURER.
4. CONTRACTOR SHALL COMPACT NATIVE SOIL OR FILL MATERIAL UNDER FOUNDATION MATERIAL TO 95 %.
5. SOIL SHALL NOT BE PLACED AGAINST SKIRTING UNLESS OTHERWISE INDICATED.
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Know what's below.
Call before you dig.
TYPICAL PORTABLE SECTION
NO.
SPHALT PAVEMENT,
ER PLAN
REVISION
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GENERAL NOTES KEYNOTES
1. ROOF DRAIN PIPING SHALL BE 8 -INCH PVC AT MINIMUM 0.50 %. SEE O METAL (NON - COMBUSTIBLE) RAMP PROVIDED BY PORTABLE BUILDING
PORTABLE DRAWING FOR EXACT DOWNSPOUT LOCATIONS. CONNECT ROOF MANUFACTURER.
DRAIN LINES TO DOWNSTREAM CATCH BASIN.
2. THE PORTABLES AND THEIR ROOF DRAIN SYSTEMS WILL BE CONSTRUCTED Q METAL (NON- COMBUSTABLE) STAIRS PROVIDED BY PORTABLE BUILDING GRAPHIC SCALE
PRIOR TO INSTALLATION OF THE DOWNSTREAM DRAINAGE SYSTEM. THE MANUFACTURER. 0 5 10 20 FEET
CONTRACTOR IS RESPONSIBLE FOR MITIGATING STORMWATER FROM THE 1
4 -INCH MINIMUM CRUSHED SURFACING BASE COURSE PER DETAIL
PORTABLE ROOFS AND ADJACENT PAVING PRIOR TO THE CONSTRUCTION O _
OF THE DOWNSTREAM DRAINAGE SYSTEM. THE CONTRACTOR SHALL O4 METAL (NON- COMBUSTIBLE) LANDING PROVIDED BY PORTABLE BUILDING 1' - 10 FEET
PROVIDE NECESSARY BMP'S TO ENSURE STORMWATER FROM THE MANUFACTURER.
PORTABLES AND ADJACENT PAVING DOES NOT CAUSE EROSION AND
SEDIMENT LADEN STORMWATER DOES NOT LEAVE THE SITE. LN
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DATE
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CITY OF
RENTON
Planning /Building /Public Works Dept.
'� mo�mn 068 X0f 6M16 "' �r 2215 North 30th Street, Suite 300 Tacoma, WA 98401
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01NOS wff o° ".n".m'am` 253.383.2422 TEL 253.383.2572 FAx www.ahblmm WE8
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RENTON ACADEMY AT SPRING GLEN ELEMENTARY o31 MARCH 2O1,
SITE IMPROVEMENTS
RENTON SCHOOL DISTRICT
PORTABLES GRADING AND STORM C2.4
DRAINAGE PLAN 12 ".35
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