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WATER SYSTEM IMPROVEMENTS - -- -.- _ - -- -- '�� �—
SEE WATER DIST ICC? NO 90 I _ _EXIST 12' WATER MAIN_. Aid
ONSiRUCTIPN PLANS __
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SANY R SEWER
�y IMP�jOVEMENTS PROPOSED
-_ — WI EAST R&TON PLAT
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APN 1123059084 I APN 1123059953
CONSTRUCTION NOTES
D 6' SIDE SEWER CONNECDON,4 2% MIN. SLOPE PER CDR
�\ STD. PLAN 406.1
r'�1 48" SANITARY SEWER MANHOLE W/ FRAME AND COVER
��11// PER COR STD. PLAN 400.1 AND 401
0(zl, EXTRA SHALLOW SANITARY MANHOLE PER CDR STD.
1 PLAN 400.3
QSAWCUT EXIST. PVMT. _
SANITARY SEWER CLEANOUT PER CDR STD. PLAN 403.1
GENERAL NOTES:
I� 1. THE INVERT ELEVATION FOR INDIVIDUAL SANITARY SEWER
y SERVICE CONNECTION STUBS SHALL BE SET A MIN. OF 5
FEET BELOW THE FINISH FLOOR ELEVATION AT THE
O PROPERTY LINE AS SHOWN ON THE PLAN.
H 2. FINISH FLOOR ELEVA77ONS ON PLAN ARE 24 INCHES ABOVE
THE CALCULATED FLOW LINE GRADE OF THE ROADWAY AT
THE CENTERLINE OF THE DRIVEWAY (UNLESS NOTED
OTHERWISE BY *).
3. PIPE BEDDING FOR SANITARY SEWER MAIN SHALL BE PER
CDR STD. PLAN 405.
4. THE CONTRACTOR SHALL VERIFY AT THE PRECONSTRUCTION
MEETING WHICH SEWER MAIN ALTERNATE TO CONSTRUCT.
ALTERNATE A IS THE PREFERRED LAYOUT AND WILL BE
CONSTRUCTED IF SANITARY SEWER IMPROVEMENTS FOR THE
EAST RENTON SUBDIVISION ARE COMPLETED OR
CONSTRUCTED BY OTHERS CONCURRENT WITH DELANEY
PARK.
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WATER SYSTEM IMPROVEMENTS - -- -.- _ - -- -- '�� �—
SEE WATER DIST ICC? NO 90 I _ _EXIST 12' WATER MAIN_. Aid
ONSiRUCTIPN PLANS __
dho�—
SANY R SEWER
�y IMP�jOVEMENTS PROPOSED
-_ — WI EAST R&TON PLAT
l PRO NTC #3451
r� n
APN 1123059084 I APN 1123059953
CONSTRUCTION NOTES
D 6' SIDE SEWER CONNECDON,4 2% MIN. SLOPE PER CDR
�\ STD. PLAN 406.1
r'�1 48" SANITARY SEWER MANHOLE W/ FRAME AND COVER
��11// PER COR STD. PLAN 400.1 AND 401
0(zl, EXTRA SHALLOW SANITARY MANHOLE PER CDR STD.
1 PLAN 400.3
QSAWCUT EXIST. PVMT. _
SANITARY SEWER CLEANOUT PER CDR STD. PLAN 403.1
GENERAL NOTES:
I� 1. THE INVERT ELEVATION FOR INDIVIDUAL SANITARY SEWER
y SERVICE CONNECTION STUBS SHALL BE SET A MIN. OF 5
FEET BELOW THE FINISH FLOOR ELEVATION AT THE
O PROPERTY LINE AS SHOWN ON THE PLAN.
H 2. FINISH FLOOR ELEVA77ONS ON PLAN ARE 24 INCHES ABOVE
THE CALCULATED FLOW LINE GRADE OF THE ROADWAY AT
THE CENTERLINE OF THE DRIVEWAY (UNLESS NOTED
OTHERWISE BY *).
3. PIPE BEDDING FOR SANITARY SEWER MAIN SHALL BE PER
CDR STD. PLAN 405.
4. THE CONTRACTOR SHALL VERIFY AT THE PRECONSTRUCTION
MEETING WHICH SEWER MAIN ALTERNATE TO CONSTRUCT.
ALTERNATE A IS THE PREFERRED LAYOUT AND WILL BE
CONSTRUCTED IF SANITARY SEWER IMPROVEMENTS FOR THE
EAST RENTON SUBDIVISION ARE COMPLETED OR
CONSTRUCTED BY OTHERS CONCURRENT WITH DELANEY
PARK.
o v, F11
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CONSTRUCTION NOTES
D 6' SIDE SEWER CONNECDON,4 2% MIN. SLOPE PER CDR
�\ STD. PLAN 406.1
r'�1 48" SANITARY SEWER MANHOLE W/ FRAME AND COVER
��11// PER COR STD. PLAN 400.1 AND 401
0(zl, EXTRA SHALLOW SANITARY MANHOLE PER CDR STD.
1 PLAN 400.3
QSAWCUT EXIST. PVMT. _
SANITARY SEWER CLEANOUT PER CDR STD. PLAN 403.1
GENERAL NOTES:
I� 1. THE INVERT ELEVATION FOR INDIVIDUAL SANITARY SEWER
y SERVICE CONNECTION STUBS SHALL BE SET A MIN. OF 5
FEET BELOW THE FINISH FLOOR ELEVATION AT THE
O PROPERTY LINE AS SHOWN ON THE PLAN.
H 2. FINISH FLOOR ELEVA77ONS ON PLAN ARE 24 INCHES ABOVE
THE CALCULATED FLOW LINE GRADE OF THE ROADWAY AT
THE CENTERLINE OF THE DRIVEWAY (UNLESS NOTED
OTHERWISE BY *).
3. PIPE BEDDING FOR SANITARY SEWER MAIN SHALL BE PER
CDR STD. PLAN 405.
4. THE CONTRACTOR SHALL VERIFY AT THE PRECONSTRUCTION
MEETING WHICH SEWER MAIN ALTERNATE TO CONSTRUCT.
ALTERNATE A IS THE PREFERRED LAYOUT AND WILL BE
CONSTRUCTED IF SANITARY SEWER IMPROVEMENTS FOR THE
EAST RENTON SUBDIVISION ARE COMPLETED OR
CONSTRUCTED BY OTHERS CONCURRENT WITH DELANEY
PARK.
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