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SECTION 21, TWP. 23 N., RGE. W.M.
NOTE: IMPPPM;:ARI F MATERIAL MAY BE CONSTRUCTED OF
FINES, SOILS WITH 5% BY WEIGHT
VEIGHT CEMENT OR A CONCRETE
TEND INTO THE ADJACENT TRENCH
THE COLLARS ARE TYPICALLY
4LL BE CONSTRUCTED ON A
SLOPE IS BETWEEN 10% AND
SLOPES 20 % -30% AND A 50
4RE BETWEEN 30 % -40 %.
IAN 40 %, SPECIAL DRAINAGE
SARY.
SCALE: 1 " =5'
)R SHALL SUBMIT DRAWINGS AND
)NS FOR THE VAULT, WETWELL AND
FOR REVIEW AND APPROVAL BY
OF RENTON. THE SUBMITTAL SHALL
ED BY A STRUCTURAL ENGINEER
IN THE STATE OF WASHINGTON.
NOTE:
BASE FOR WET WELL SHALL BE
OVEREXCAVATED AND STRUCTURAL
FILL BACKFILL PLACED ACCORDING
TO GEOTECH'S RECOMMENDATIONS.
DAYLIGHT AT WETLAND BOTTO
(AS SHOWN ON PLANS)
6" PERF PVC
PIPE TYPE AND SIZE AS \ W/ PERFORATIONS
SPECIFIED IN PLAN VIEW \ \ (IF DETERMINED NECESSARY
\ \ BY GEOTECHNICAL ENGINEER)
I 7 I
II o
CLEANOUT
TOP ELEV 2' MIN ABOVE SEEPAGE BARRIER
TOP OF PIPE 3, COMPACTED IMPERMEABLE BACKFILL
(NATIVE SILTY SAND OR SILT)
MATERIAL TO BE APPROVED BY GEOTECH
2' MIN - - PRIOR TO PLACEMENT
NOTE: CONTRACTOR SHALL NOTIFY GEOTECHINICAL
ENGINEER 24 HOURS IN ADVANCE TO DETERMINE
SUITABILITY OF IMPERMEABLE MATERIAL BACKFILL
TO BE USED FOR SEEPAGE BARRIER.
NOT TO SCALE
3 /i°6.3
3.
PIPE BEDDING
TRENCH BOTTOM
6" PERF PVC
W/ PERFORATIONS
(IF DETERMINED NECESSARY
BY GEOTECHNICAL ENGINEER)
'11
KEY MW
N.T.S.
AWOv®d
By Date
DEVELOPER:
ROGER NIX 14 *4 PAGEANTRY COMMUNITIES ►Co &0
2936 KENNEWICK PLACE N.E.
RENTON, WA 98056
425 235 -0744
425) 235 -1394 FAX
ENGINEER: o v
18215 72ND AVENUE SOUTH 20 �y
KENT, WA 98032
(425)251 -6222 TANG ENG`N��
(425)251 -8782 FAX
CITY OF RENTON
E.)EPAF17MENT UF= PUBLIC WORKS
SEWER LIFT STATION
SITE PLAN ASBUILT
SHADOWHAWK (AKA: Kensington Crest Condon
�� ,p 26016 O �� DESIGNED MTS
DRAWN DWW
IFS DATE 6�6�2000
S��NA L ECG CHECKED RJA SCALE 1 " =5'
EXPIRES 2/5/04 APPROVED
DIRECTOR OF PUBLIC WORKS
FILE NO.
0
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SECTION 21, TWP. 23 N., RGE. W.M.
NOTE: IMPPPM;:ARI F MATERIAL MAY BE CONSTRUCTED OF
FINES, SOILS WITH 5% BY WEIGHT
VEIGHT CEMENT OR A CONCRETE
TEND INTO THE ADJACENT TRENCH
THE COLLARS ARE TYPICALLY
4LL BE CONSTRUCTED ON A
SLOPE IS BETWEEN 10% AND
SLOPES 20 % -30% AND A 50
4RE BETWEEN 30 % -40 %.
IAN 40 %, SPECIAL DRAINAGE
SARY.
SCALE: 1 " =5'
)R SHALL SUBMIT DRAWINGS AND
)NS FOR THE VAULT, WETWELL AND
FOR REVIEW AND APPROVAL BY
OF RENTON. THE SUBMITTAL SHALL
ED BY A STRUCTURAL ENGINEER
IN THE STATE OF WASHINGTON.
NOTE:
BASE FOR WET WELL SHALL BE
OVEREXCAVATED AND STRUCTURAL
FILL BACKFILL PLACED ACCORDING
TO GEOTECH'S RECOMMENDATIONS.
DAYLIGHT AT WETLAND BOTTO
(AS SHOWN ON PLANS)
6" PERF PVC
PIPE TYPE AND SIZE AS \ W/ PERFORATIONS
SPECIFIED IN PLAN VIEW \ \ (IF DETERMINED NECESSARY
\ \ BY GEOTECHNICAL ENGINEER)
I 7 I
II o
CLEANOUT
TOP ELEV 2' MIN ABOVE SEEPAGE BARRIER
TOP OF PIPE 3, COMPACTED IMPERMEABLE BACKFILL
(NATIVE SILTY SAND OR SILT)
MATERIAL TO BE APPROVED BY GEOTECH
2' MIN - - PRIOR TO PLACEMENT
NOTE: CONTRACTOR SHALL NOTIFY GEOTECHINICAL
ENGINEER 24 HOURS IN ADVANCE TO DETERMINE
SUITABILITY OF IMPERMEABLE MATERIAL BACKFILL
TO BE USED FOR SEEPAGE BARRIER.
NOT TO SCALE
3 /i°6.3
3.
PIPE BEDDING
TRENCH BOTTOM
6" PERF PVC
W/ PERFORATIONS
(IF DETERMINED NECESSARY
BY GEOTECHNICAL ENGINEER)
'11
KEY MW
N.T.S.
AWOv®d
By Date
DEVELOPER:
ROGER NIX 14 *4 PAGEANTRY COMMUNITIES ►Co &0
2936 KENNEWICK PLACE N.E.
RENTON, WA 98056
425 235 -0744
425) 235 -1394 FAX
ENGINEER: o v
18215 72ND AVENUE SOUTH 20 �y
KENT, WA 98032
(425)251 -6222 TANG ENG`N��
(425)251 -8782 FAX
CITY OF RENTON
E.)EPAF17MENT UF= PUBLIC WORKS
SEWER LIFT STATION
SITE PLAN ASBUILT
SHADOWHAWK (AKA: Kensington Crest Condon
�� ,p 26016 O �� DESIGNED MTS
DRAWN DWW
IFS DATE 6�6�2000
S��NA L ECG CHECKED RJA SCALE 1 " =5'
EXPIRES 2/5/04 APPROVED
DIRECTOR OF PUBLIC WORKS
FILE NO.
0
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