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APN 1023059283
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SANITARY SIDE SEWER GENERAL NOTES,
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1. PRIOR TO INSTALLATION OF A SANITARY SEWER CONNECTION,
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RENTON PUBLIC WORKS DEPARTMENT.
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2. TYPES OF PIPE AND FITTINGS THAT CAN BE USED FOR SANITARY
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APN 1023059283
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SANITARY SIDE SEWER GENERAL NOTES,
1. PRIOR TO INSTALLATION OF A SANITARY SEWER CONNECTION,
APN 1023059186
A SIDE-SEWER PERMIT MUST BE PURCHASED FROM THE CITY OF
RENTON PUBLIC WORKS DEPARTMENT.
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2. TYPES OF PIPE AND FITTINGS THAT CAN BE USED FOR SANITARY
SEWERS SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS.
RUBBER OR NEOPRENE GASKETS AS SPECIFIED BY THE MANUFACTURER,
SHALL BE USED ON JOINTS.
3. A MINIMUM GRADE OF 2% (1/4 PER FOOT) MUST BE
MAINTAINED WITH e PIPE. IN THE EVENT A 2% GRADE
CANNOT BE MAINTAINED. THE OWNER MUST GRANT A
GRADE RELEASE TO THE CITY AND THEN CAN INSTALL
6" PIPE AT A GRADE OF 1X
4. FOR INSPECTION OF SIDE SEWER, CALL 24 HOURS
IN ADVANCE, 277-5570. SITE MUST BE READY FOR INSPECTION
AND REPRESENTATIVE ON SITE WHEN INSPECTOR
ARRIVES AT APPOINTED TIME. SIDE SEWER AND STUB
APN 1023059264
SHALL BE TESTED PER CITY SPECIFICATIONS.
MAKE THE CONNECTION AT THE HOUSE. DO NOT BACKFILL
THE DITCH UNTIL APPROVAL IS GIVEN BY THE INSPECTOR.
FINAL APPROVAL WILL BE GRANTED AFTER THE EXISTING
SEPTIC TANK HAS BEEN PUMPED OUT AND FILLED WITH SAND.
5. INSTALL SIDE SEWER WITH 2' MINIMUM COVER. W
COVER IS ALLOWED AT THE HOUSE IF OUTLET IS SHALLOW.
6. IF SIDE SEWER STUB IS NOT AVAILABLE. THE OWNER SHALL
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BE RESPONSIBLE FOR ITS INSTALLATION. THE SIDE SEWER
SHALL BE A MINIMUM IN SIZE. IF TEE IS NOT
AVAILABLE, THE MAIN SEVER LINE MUST BE TAPPED
SEVER
APN 1023059403
THRU A CAST IRON SADDLE. ALL WORK WITHIN
STREET RIGHT-OF-WAY SHALL BE DONE BY A LICENSED
CUT AND CAP
AND BONDED CONTRACTOR.
EXISTING LINE
7• ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE
WITH THE WASHINGTON INDUSTRIAL SAFETY AND
HEALTH ACT. (WISHA)
APN 1023059254
TRENCH RESTORATION 8. ALL FOR SIDE SEWERS IN THE PUBLIC
7
RIGHT-OF-WAY SHALL CONFORM TO THE MOST CURRENT TRENCH
EX. 12" SEWER
RESTORATION REQUIREMENTS AS SHOWN ON DWG. #HR-23.
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(HONEY BROOKE V)
9. ALL BUILDING SEWER AND SIDE SEWERS SHALL HAVE
EXISTING SEWER
BEDDING IN ACCORDANCE WITH DRAWING SWISC OR
BRO9 AS APPLICABLE.
EXISTING
F.H. LOCATION
10. THERE SHALL BE A MINIMUM 10 FOOT HORIZONTAL SEPARATION
ABANDONED 8"
BETWEEN SANITARY SIDE SEWERS AND WATER SERVICES AND A
MINIMUM 5 FOOT HORIZONTAL SEPARATION BETWEEN SANITARY SIDE
STEEL WATER
SEWERS AND ALL OTHER UTILITIES.
CT,
LEGAL DESCRIPTION.
EXISTING SSMH-3024 (DRS),
RIM=454.46 (NAVD 88)
LOTS 1-2, KING COUNTY SHORT PLAT NO. 480111, RECORDING NO.
IE (12"PIPE)=444.86 (NAVD 88)
8206180434, SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST OF
(HONEY BROOKE V)
APN 1023059281
NWA
V SWVk SE• TRACT B, SHORT PLAT NO. 1274035 RECORDING NO.
7601'210497 Ahlb TRACT A. KING COUNTY SHORT P9t NO. 1274035,
RECORDING NO. 7601210467
EXISTING 8" DI
WATER MAIN
VERTICAL DATUM:
CITY OF RENTON
NAVD 88
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APN 1023059452
RENT-1851 ELEV. = 398.55
IT IS A BRASS DISK SET IN A DRILL HOLE IN THE CENTER OF THE
CONCRETE STREET SURFACE IN THE CENTER OF THE INTERSECTION
AT THE SOUTH QUARTER CORNER OF SECTION.
EXISTING 12" SEWER
(HONEY BROOKE V)
-1907
RENT ELEV. = 472.68
AT RENTON, AT HOUSE NUMBER 12014 HOQUIAM AVENUE. A
0 JIL-7-07 —wwwwr0r- ENGINEERS PLANNERS 119W mr lov'r mow
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EXPIRES 10/11/6PC3
DRS PROJECT NO. 05286
M:\05\286\plots\2\AS BUILT\2AB-14-3SS5286.dwg 12/7/2007 3:22:29 PM PST
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