HomeMy WebLinkAboutS-396107SEC. 14, TWP 23 N, R5E W.M.
CONSTRUCTION NOTES
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1 6" SIDE SEWER CONNECTION W/CLEANOUT PER COR STD.
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PLAN 406.1 AND 403.1, MIN. 2% SLOPE
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Q 48" SANITARY SEWER MANHOLE W/ FRAME AND COVER
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PER COR STD. PLAN 400.1 AND 401
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O 54" SANITARY SEWER MANHOLE SHALLOW W/ FRAME AND
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COVER PER COR STD. PLAN 400.2 AND 401
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4O SAWCUT EXIST. PVMT.
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REMOVE AND DECOMMISSION EXIST. SEPTIC TANK PER
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DOH STANDARDS. SEE NOTE 7.
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CL =
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GENERAL NOTES:
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CONT'S N.
1. THE INVERT ELEVATION FOR INDIVIDUAL SANITARY SEWER
30 30
SERVICE CONNECTION STUBS SHALL BE SET A MIN. OF 5
LC) GATE
FEET BELOW THE BEARING PAD ELEVATION (BPE).
0
0 4' A1 'x1 ' CMU WALL - WEST END BARB LL 5-STRAND
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2. PIPE BEDDING FOR SANITARY SEWER MAIN SHALL BE PER
C.)CONT'S E. ALONG FENCE o
COR STD. PLAN 405.
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4. PAVEMENT RESTORATION SUBJECT TO FIELD MODIFICATION
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UTILITY CROSSING DATA
D I 1 r1C 1.1 l I IN3t-LU 1 UM
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5. PER CITY OF RENTON TRENCH RESTORATION DETAILS, IF
0
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, THE
ENTIRE ADJACENT TRAVEL LANE AFFECTED WILL BE
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