HomeMy WebLinkAboutWWP2703723.13CONSTRUCTION NOTES
O6" SIDE SEWER CONNECTION, 2% MIN. SLOPE PER COR
STD. PLAN 406.1
O48" SANITARY SEWER MANHOLE W/ FRAME AND COVER
PER COR STD. PLAN 400.1 AND 401
3O SANITARY SEWER CLEANOUT PER COR STD. PLAN 403.1
4O SAWCUT EXIST. PVMT.
OCONNECT 6" SIDE SEWER TO MANHOLE PER COR STD.
PLAN 406.1
O48" SANITARY SEWER MANHOLE SHALLOW PER COR STD.
PLAN 400.2
GENERAL NOTES.
1. THE INVERT ELEVATION FOR INDIVIDUAL SANITARY SEWER
SERVICE CONNECTION STUBS SHALL BE SET A MIN. OF 4
FEET BELOW THE BEARING PAD ELEVATION.
2. PIPE BEDDING FOR SANITARY SEWER MAIN SHALL BE PER
COR STD. PLAN 405.
3. A 6'x6'x2" THICK ETHAFOAM (RIGID INSULATION) BARRIER
SHALL BE INSTALLED SIX INCHES ABOVE THE SANITARY
SEWER MAIN WHERE CLEARANCE TO OTHER PIPES AND
UTILITIES IS LESS THAN TWELVE INCHES. 1„
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CONSULTANTS IIM
Site Planning - Civil Engineering );o D 0 C
CALL BEFORE Land Use Consulting - Project Management §
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1-800-4245555 733 7th Avenue, Suite 100 1 Kirkland, WA 98033 z
Phone: (425) 285-2390 1 FAX: (425) 285-2389 1171
www.cphconsuItants.com
DATE:
LIBERTY GARDENS 02/21/14
ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS FIELDe°°K:
PAGE:
DRAWING NO:
SANITARY SEWER PLAN AND PROFILE C4.05
SHEET: 0F: