HomeMy WebLinkAboutS-284708EXISTING
6"
s
RESTORE ROAD WAY USING 4"
ASPHALT IN TWO LIFTS.
6" CRUSHED SURFACING TOP
— COURSE COMPACTED -PER
STANDARD SPECIFICATIONS.
PROPOSED STRUCTURAL FILL.
COMPACTED TO 92% OF MAXIMUM
DRY DENSITY PER MODIFIED
PROCTOR (ASTM 1557D)
PROPOSED X 8" GRAVITY
41' SEWER TO EXISTING MANHOLE.
I� DEPTH OF PIPE WILL VARY.
i1(
PROPOSED PIPE BEDDING
11= MATERIAL:
GRAVITY TRENCH DETAIL
NOT TO SCALE
FORCE MAI ALIGNMENT
1" = 3' -0"
FINISH GRADE. GRADE SHALL _
VARY.
TOP SOIL 4" COMPACTED DEPTH
OR MATCH EXISTING DEPTH IF
GREATER.
PROPOSED STRUCTURAL FILL.
COMPACTED TO 92% OF MAXIMUM
DRY DENSITY PER MODIFIED
PROCTOR',(ASTM 1557D)
PROPOSED 4" FORCE MAIN TO
EXISTING MANHOLE. MAINTAIN
3' MIN. COVER.
MATERIAL .-*ROPOSED PIPE BEDDING
FORCE MAIN TRENCH DETAIL
NOT TO SCALE
4
)F THE 4"
THE 4"
OR DI FROM
G MANHOLE.
) 8" C900 OR DUCTILE
VITY SEWER
.OWOFF ASSEMBLY BY
FHERS
WINE, e:: i
ET WELL
RY WELL
WIDE ROCK WALL
TORMWATER DETENTION VAULT
YPICAL)
3PHALT DRIVEWAY
ERTY LINE
2\
REVISED TO CONFORM TO CONSTRUCTION RECORDS
NLA
MLM
CITY OF RENTON REVISION
DJB
MM
NO.
REVISION
BY
REVIEW
SIGNED: 08131100
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BELLINGHAM OFFICE
360.676.0836
454 West i!orton Road
BOTHELL OFFICE
425.` 5! 40,0
2100 NE 195th Street, Suite 100
:AST WENATCHEE OFFICE
509.886-2900
300 S rnon Street. Suite 5
PORT ORCHARD OFFICE
360.876. 7960
600 nitsap Street, suite i01
SCALE: SHOWN
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DRAWING NOT e SCALE
IF BAR IS NOT e
ENGINEER: e JB
DATE: JAN 24, 2007 SHEET NO.
4
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