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ENHANCED MEDIA
<br />PEA GRAVEL
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<br />SCARIFIED AND COMPACTED
<br />NATIVE MATERIAL
<br />(E) EAST CLAY LINER
<br />EL: 339.5 TO 341.0
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<br />SCALE: N.T.S.
<br />ENHANCED MEDIA FILTER SECTION
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<br />SCALE: 1 " ® S' C546-1 C546-28
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<br />4" COMPACTED DEPTH CLASS 1/2"
<br />HMA, PG 56®22 (2 LIFTS),
<br />SEE DETAIL 3 HEREON FOR
<br />COMPACT TO 92% OF RICE VALUE
<br />TRANSITION TO EXISTING
<br />6" COMPACTED DEPTH CRUSHED
<br />ASPHALT PAVEMENT
<br />SURFACING TOP COURSE,
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<br />SUBGRADE, COMPACT
<br />TO 957 MAX DENSITY
<br />GRAVEL BORROW,
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<br />(6" MAX. LOOSE LIFTS)
<br />COMPACT TO 95% MAX
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<br />DATE
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<br />BOEING EVERETT SITE STORMWATER UPGRADE 25065486
<br />KJ
<br />BEF
<br />03.05.21
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<br />SCALE: N.T.S.
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<br />NOTES:
<br />1. CONTRACTOR SHALL NOTIFY
<br />OWNER'S GEOTECHNICAL
<br />ENGINEER 2 BUSINESS
<br />DAYS PRIOR TO STRUCTURE
<br />INSTALLATION TO BE
<br />PRESENT DURING
<br />INSTALLATION.
<br />EXCAVATION
<br />LIMITS (AS
<br />OCCURS)
<br />ASPHALT JOINT
<br />WITH EXISTING LINING DETAIL
<br />12" CONCRETE PAD
<br />FINISHED REINFORCED WITH #4
<br />GRADE PER BAR 0 12" OC EACH
<br />PLANS WAY, EACH FACE
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<br />CONCRETE PAD DETAIL
<br />SCALE: N.T.S.
<br />ANXIM1111f-1
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<br />4815 CENTER STREET TAC®MA, WA. 98409
<br />PHONE: (253) 474=9449 FAX: (253) 474=9449
<br />http://www.sitts-hill=engineers.com/
<br />Project No.: 16,615 Project Mgr., DCD
<br />ACCEPTABILITY,
<br />THIS DESIGN AND/OR
<br />SPECIFICATION IS APPROVED M,*..-
<br />Oak
<br />1111111
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<br />®9 _ - �RPRO��® I 2506548
<br />$CNAL0 APPROVED CIVIL EVER , WA DWG®. 40-Y0-0546-28
<br />3.05.21
<br />
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