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W XISTING GROUND
C3 z PROPOSED GROUND
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WATER CROSSING
I.E. = 212.83
L SS [CROSSING
I.E. = 213.12
210
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- - - -
SANITARY SEWER NOTES
FINISHED CONNECTION TO EXISTING MAIN
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE TO THE CITY OF
12 °x12" TAPPING TEE (MJxFL)
EXISTING 12" D.I. _
-° -
Z
RENTON STANDARDS FOR MUNICIPAL CONSTRUCTION AND THE LATEST
EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATION.
WATER MAIN
EXISTING 12" D.I. WATER MAIN
o.W
NEW 12" D.I. MAIN
2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE
2101 - -
- - .. ..- - .. - -. _. - _...__. .__... _..___.. ......_ .__. __ ___._ -. -._-
_.. __.__ -__. _._ .._ _. ... - ______ .210.
4 :2
CONCRETE
LIMITED TO 8:30 A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS
m CD
BLOW-OFF --
BLOW -OFF ASSY.
OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC
\
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WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT. FIRE
C) w.
EXISTING GROUND
"
- WATER CROSSING
ALE. CR
' x
I2
DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE_
3. ALL CONSTRUCTION SHALL BE ACCORDANCE WITH "STANDARD
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.� PROPOSED GROUND
199.16
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SPECI ICA-
O
_- -. - - -- - -
.. .. -_
TOP PLUG W /2" TAP & 2" PLUG (MJ)
TIOidS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY
o ¢
_
_ -
WATER MAIN TAP
TESTING I DETAIL
WASH -
X
NTS
_
NTS
INGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION,
F Z
LATEST EDITION (APWA) AND CITY OF RENTON STANDARD
SPECIFICATIONS.
200.. --
-. - -.. _ -._ -_ -____ _._...__ ______ -- __ --- -_- _ -___ _-- _._ -._ -. _._.__._ ...__
._...... ._._.... .__ _..- -. P0� - _
V
4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE
AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY
THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OF..'
-1
^
DISTURBANCE.
L SS CROSSING
I
-
U
5. A PRE - CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL
BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION IT SHALL BE
THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NF ESSARY
I.E. = 196.21
_
.. - --
SS CROSSING
PERMITS PRIOR TO STARTING CONSTRUCTION_ (INSPECTION WILL BE
WATER CROSSING
_
-- -.
- I.E. - 191.90
ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT
I.E: = 195:99
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE
- - - - -
UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL
CONSTRUCTION.
6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS
' - - -
AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS
AND OTHERS ON THE CONSTRUCTION SITE.
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7. IT SHALL. BE THE RESPONSIBILITY OF THE CONTRACTOR TO
OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY
_
CONSTRUCTION.
8. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS
40 +00
41:00 42 +00
43 +00
DEPARTMENT SHALL TAKE PRECEDENCE OVERALL OTHER PLANS.
PROFILE - ALIGNMENT'I'E'
9: A COPY OF THESE PLANS MUST BE ON THE JOB SITE WHENEVER
SCALE: 1 " _ 20' (r1) 1 ,. 5, .,.(V ).,.
ICON
STRDCTION IS N PROGRESS.
I
II
I(yy- iQ9t)10 THE CQNTRACTOR:SHALL PROVIDE THE CITY OF RENTON 4YTH AN
AS '-BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN
STAMPED AND SIGNED I BY A LICENSED PROFESSIONAL ENGINEER OR
LICENSED PROFESSIONAL SURVEYOR.
230
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W XISTING GROUND
C3 z PROPOSED GROUND
00 \
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to \
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rn �
220
WATER CROSSING
I.E. = 212.83
L SS [CROSSING
I.E. = 213.12
210
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BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE
PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES,
MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO
95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST
EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO
THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER
PIPE SHALL BE THE SAME AS DESCRIBED.
12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING
TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND
ME-
CHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL
BE NEAT LINE CUT WITH SAW IN .A CONTINUOUS LINE. A TEMPORARY
MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND
COMPACTION. A PERMANENT HOT MIX. PATCH SHALL BE PLACED WITHIN
10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS.
13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S.
14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR
OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT
FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION
OF CONSTRUCTION.
15.. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PREPARED
FOUN-
DATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT
STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND
BRIDGE CON-
STRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE
TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL
AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO
UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE
SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. PIPE BEDDING
SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE PIPE.
16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC)
RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS
50.
17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND TO MINIMUM 6
INCHES AND MAXIMUM 18 INCHES ABOVE FINISHED GRADE. IN PAVED
AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
18. ALL PIPES (MAIN AND SIDE SEWER) WITH MORE THAN 15 FEET OF
COVER SH.AI L BE 0900 OR DUCTILE IRON, CLASS 50.
BYt�M✓ 2ffL AF
BY
AORROW- POBLETE, INC.
9AUBURN WAYf N.
WASHINGTON 98002
2200; FAX:: (253) 33.3-2'206::,
orporoted �. II
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- - - -
- - 220
FINISHED CONNECTION TO EXISTING MAIN
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BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE
PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES,
MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO
95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST
EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO
THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER
PIPE SHALL BE THE SAME AS DESCRIBED.
12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING
TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND
ME-
CHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL
BE NEAT LINE CUT WITH SAW IN .A CONTINUOUS LINE. A TEMPORARY
MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND
COMPACTION. A PERMANENT HOT MIX. PATCH SHALL BE PLACED WITHIN
10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS.
13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S.
14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR
OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT
FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION
OF CONSTRUCTION.
15.. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PREPARED
FOUN-
DATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT
STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND
BRIDGE CON-
STRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE
TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL
AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO
UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE
SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. PIPE BEDDING
SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE PIPE.
16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC)
RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS
50.
17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND TO MINIMUM 6
INCHES AND MAXIMUM 18 INCHES ABOVE FINISHED GRADE. IN PAVED
AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
18. ALL PIPES (MAIN AND SIDE SEWER) WITH MORE THAN 15 FEET OF
COVER SH.AI L BE 0900 OR DUCTILE IRON, CLASS 50.
BYt�M✓ 2ffL AF
BY
AORROW- POBLETE, INC.
9AUBURN WAYf N.
WASHINGTON 98002
2200; FAX:: (253) 33.3-2'206::,
orporoted �. II
c SCANk
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SUFFICIENT DISTANCE TO ALLOW FOR
FINISHED CONNECTION TO EXISTING MAIN
12 °x12" TAPPING TEE (MJxFL)
EXISTING 12" D.I. _
WATER MAIN
EXISTING 12" D.I. WATER MAIN
12" GATE VALVE (FLxMJ)
NEW 12" D.I. MAIN
TEMPORARY
TEMPORARY 12"
I. PLUG (MJ) NEW 12" D. MAIN
CONCRETE
TAP &
BLOCKING
BLOW-OFF --
BLOW -OFF ASSY.
CONCRETE BLOCKING
•
12" D.I. SLEEVE
I2
12" VERTICAL CROSS (MJ)
1'2" VERTICAL CROSS (MJ)
- 12" PLUGS (MJ)
2 12"' PLUGS (MJ)'
TOP PLUG W /2" TAP & 2" PLUG (MJ)
TOP PLUG W/2" TAP & 2" PLUG (MJ)
WATER MAIN TAP
TESTING I DETAIL
NTS
NTS
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I. 4 � filer 1 ?I dvtP,t )6u 1''I,
LI ,
I ' I I III II I
I a, III I t� II I �I1 11 II . I i
r �I
III I I I I I I I
BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE
PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES,
MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO
95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST
EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO
THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER
PIPE SHALL BE THE SAME AS DESCRIBED.
12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING
TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND
ME-
CHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL
BE NEAT LINE CUT WITH SAW IN .A CONTINUOUS LINE. A TEMPORARY
MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND
COMPACTION. A PERMANENT HOT MIX. PATCH SHALL BE PLACED WITHIN
10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS.
13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S.
14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR
OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT
FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION
OF CONSTRUCTION.
15.. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PREPARED
FOUN-
DATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT
STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND
BRIDGE CON-
STRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE
TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL
AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO
UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE
SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. PIPE BEDDING
SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE PIPE.
16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC)
RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS
50.
17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND TO MINIMUM 6
INCHES AND MAXIMUM 18 INCHES ABOVE FINISHED GRADE. IN PAVED
AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
18. ALL PIPES (MAIN AND SIDE SEWER) WITH MORE THAN 15 FEET OF
COVER SH.AI L BE 0900 OR DUCTILE IRON, CLASS 50.
BYt�M✓ 2ffL AF
BY
AORROW- POBLETE, INC.
9AUBURN WAYf N.
WASHINGTON 98002
2200; FAX:: (253) 33.3-2'206::,
orporoted �. II
c SCANk
iIlYl I 1
1 uil � III I I ICI II I �,I I
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