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PRIVATE SANITARY SEWER UTILITY PLAN
SCALE: 1"=30'
i 172
SHEET NOTES
1. COMPLETE INSTALLATION OF WATERMAIN RELOCATION AND SEWER
LINE RECONSTRUCTION UNDER NEW BUILDING PRIOR TO BUILDING
FOUNDATION WORK.
2. OWNER TO PROVIDE NEW 15' PUBLIC WATERMAIN EASEMENT AT
NEW ALIGNMENT AS SHOWN.
3. SEE DETAIL 12 /SHT C5.2 FOR TYPICAL. TRENCHING FOR WATER,
SEWER, AND STORM DRAIN PIPE INSTALLATION.
4. FIELD LOCATE EXISTING SANITARY SEWER BUILDING CONNECTIONS.
VERIFY LOCATION AND ADEQUACY OF EXISTING GREASE TRAP AND
ALSO COMPLIANCE WITH CURRENT UNIFORM PLUMBING CODE PRIOR
TO CONNECTION OF EXISTING KITCHEN DRAINS.
5. COMPLETE SITE SEWER REALIGNMENT AROUND NEW BUILDING
WING, TEST AND PROVIDE FULLY FUNTIONING SEWER SYSTEM FOR
THE EXISTING BUILDING PRIOR TO CUTTING AND REMOVING THE
EXISTING SANITARY SEWER PIPE UNDER NEW BUILDING WING.
6. SANITARY SEWER BUIDING CONNECTIONS FOR COTTAGES SHALL
BE 6" DIA. PVC AT 0.02 ft /ft MIN SLOPE.
7. BUILDING CONNECTIONS FOR KITCHEN AND SEWAGE PLUMBING
ARE SHOWN AT APPROXIMATE LOCATIONS. FIELD VERIFY AND
COORDINATE WITH REQUIREMENTS OF SHEET NOTE 4.
8. UNLESS OTHERWISE INDICATED; SANITARY SEWER MANHOLES
(MH) SHALL BE 48 "0 PER DETAIL 9/C5.2, SHALLOW SANITARY
SEWER MANHOLES (SS MH) SHALL BE PER DETAIL 5/C5.2, ALL
MANHOLE LIDS SHALL BE CAST IRON WITH THE WORDS "PRIVATE
SEWER" CAST IN.
SHEET LEGEND
"�GONNECS -T( ESSS MH #7 /N 4795.39
( IN FEET )
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Engineering
WATERMAIN
Consultants
26198
IST ;
STORM DRAIN
�al'IAL ECG
EXPIRES 6/10/99
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FIRE HYDRANT
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THRUST BLOCKING
PRIVATE SANITARY SEWER UTILITY PLAN
SCALE: 1"=30'
i 172
SHEET NOTES
1. COMPLETE INSTALLATION OF WATERMAIN RELOCATION AND SEWER
LINE RECONSTRUCTION UNDER NEW BUILDING PRIOR TO BUILDING
FOUNDATION WORK.
2. OWNER TO PROVIDE NEW 15' PUBLIC WATERMAIN EASEMENT AT
NEW ALIGNMENT AS SHOWN.
3. SEE DETAIL 12 /SHT C5.2 FOR TYPICAL. TRENCHING FOR WATER,
SEWER, AND STORM DRAIN PIPE INSTALLATION.
4. FIELD LOCATE EXISTING SANITARY SEWER BUILDING CONNECTIONS.
VERIFY LOCATION AND ADEQUACY OF EXISTING GREASE TRAP AND
ALSO COMPLIANCE WITH CURRENT UNIFORM PLUMBING CODE PRIOR
TO CONNECTION OF EXISTING KITCHEN DRAINS.
5. COMPLETE SITE SEWER REALIGNMENT AROUND NEW BUILDING
WING, TEST AND PROVIDE FULLY FUNTIONING SEWER SYSTEM FOR
THE EXISTING BUILDING PRIOR TO CUTTING AND REMOVING THE
EXISTING SANITARY SEWER PIPE UNDER NEW BUILDING WING.
6. SANITARY SEWER BUIDING CONNECTIONS FOR COTTAGES SHALL
BE 6" DIA. PVC AT 0.02 ft /ft MIN SLOPE.
7. BUILDING CONNECTIONS FOR KITCHEN AND SEWAGE PLUMBING
ARE SHOWN AT APPROXIMATE LOCATIONS. FIELD VERIFY AND
COORDINATE WITH REQUIREMENTS OF SHEET NOTE 4.
8. UNLESS OTHERWISE INDICATED; SANITARY SEWER MANHOLES
(MH) SHALL BE 48 "0 PER DETAIL 9/C5.2, SHALLOW SANITARY
SEWER MANHOLES (SS MH) SHALL BE PER DETAIL 5/C5.2, ALL
MANHOLE LIDS SHALL BE CAST IRON WITH THE WORDS "PRIVATE
SEWER" CAST IN.
NO2'3611 "W
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-017 7 AN
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CALL BEFORE YOU DIG
1-800-424-5555
FOR FIELD LOCATION OF UNDERGROUND UTILITIES
GRAPHIC SCALE
m 0 16 w 60 120
SHEET LEGEND
( IN FEET )
i inch = 90 ;a_
SANITARY SEWER
Engineering
WATERMAIN
Consultants
26198
IST ;
STORM DRAIN
�al'IAL ECG
EXPIRES 6/10/99
H'—
WATER SERVICE
m--------
s6—
SERVICE
SANITARY SEWER
ROCK FACING /WALL
1
CATCH BASIN - TYPE 1
CATCH BASIN - TYPE 2
O
SEWER MANHOLE
1
®
DOUBLE CHECK DECTECTOR VALVE VAULT
0
WATER METER
OH
WATER GATE VALVE
FIRE HYDRANT
—"
CULVERT
�-
THRUST BLOCKING
NO2'3611 "W
= «
l
-017 7 AN
r�asr� >a
O ? -i3 Y8
CALL BEFORE YOU DIG
1-800-424-5555
FOR FIELD LOCATION OF UNDERGROUND UTILITIES
GRAPHIC SCALE
m 0 16 w 60 120
( IN FEET )
i inch = 90 ;a_
Taylor°
Engineering
Consultants
26198
IST ;
24224 S.E. 28th Street, Issaquah, WA 98029
tel. 425- 391 -1415, fax 425- 391 -1551
�al'IAL ECG
EXPIRES 6/10/99
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