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A PORTION OF THE SE 114 OF SECTION 14 TOWNSHIP 23 N, RANGE 5 E, W.M.
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CONSTRUCTION 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
O SANITARY SEWER CLEANOUT PER COR STD. PLAN 403.1
O 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 y
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
OTILITIFS IS LESS THAN TWELVE INCHES.
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KEYMAPKENT
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36495
sjONAL E� ;!
CONSULTANTS
Site Planning • Civil Engineering
CALL BEFORE Land Use Consulting - Project Management
YOU DIG 733 7th Avenue, suite 100 1 Kirkland, WA 98033
1-800-424-5555 Phone: (425) 28 -2390 ( FAX: (425) 285-2389
www.cphconsuItants.com
DATE:
LIBERTY GARDENS 02/21/1,
ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS FIELDBOOK:
PAGE:
DRAWING NO:
SANITARY SEWER PLAN AND PROFILE C4.03
SHEET: OF:
30 40
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