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s YFOVaU E-�-A.L.
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1AARC11 20CH
RECESSED
LIFT POCKET
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6" CONCRETE
CLASS 3000
45' 0 /8) PIEND
2'-C'
FIBER. JOINT
PACKING
WATER TIGHT
PLUG
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
PLUG TO BE SEALED
IN SAME MANNER AS
MAIN SEWER JOINTS.
NOTLS-
S" CLE.ANOUTS SHALL BE EAST JORDAN IRON WORKS, INC-
No. 3698 OR EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY_
2_ IN UNIMPROVED AREAS, POUR A 1'-0" THICK, 2'-0" SQUARE
CONCRETE, CLASS 3000. PAD AROUND THE RING AND COVER.
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r-''EP � PE. HAND -AMP CNL`'.
4- SEE ••E:VC';;vAT1CA Ar•D FF=PAFATION TREAC-" IN THE SAKI -AR`(
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S-IAL. NCB- BE USED 1%. T-i:-' &. ; KF -L 'MA-EPI%-_.
C. PIPE Z'Y E HA-EPLA- S-IAL_ EE "'-DA1E_ EACF:FLL FC? CF,AINS"
SD=CIF =D Ih Ti- .ACCFEGA-ES S-CTIOf. 0= THE S-AIND-.FC
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1. PIPE Fi a- DC .`4CIIC'=J IN SL,C A. F'AANET AS TC -N;URC FLC,'I
LIH- PS '•AAIl`-,Tsl`.ED.
PUBLIC WORKS PIPE ■EDDDNG
DCPA?TMGVT FOR SANITARY SEWERS
SM. PLAIN - 405
\LARCH 20nF
PROPERTY LINE
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FUTURE
6" BUILDING SEWER PIPE n
BUILDING SEWER
0- - -
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6"X5'X6` WYE 2"x 4" STUD MARKING POST PAINTED
TEL NTH 6" SDE OUTLET J
SURFACE CLEANOUr WITH WHITE WITH THE WORD 'SEWER STENCIED
CAST IRON RING & COVER IN 3" HIGH BLACK LETTERS AND #6 WIRE
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(SEE STD. DRW 403.1) WRAPPED AROUND THE STUD AND
as
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a
EXTENDED Tn THE TOP of THE STUD.
6" SIDE SEWER AND BUILDING SEWER
ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN
LINES ARE AS FOLLOWS:
A.
VITRIFIED CLAY MAIN - CUT M A NEW TEE USING FLEXIBLE
COUPLJNGS (FERNCO OR APPROVED EQUAL)-
B_
CONCRETE MAIN - CORE -DRILLED WITH A ROMAC SADDLE (0R
APPROVED EQUAL).
C_
PVC MAIN - CORE-DRILLE❑ WITH A ROMAC SADDLE (OR APPROVED
EQUAL) OR CUT IN A NEW TEE USING R1191) CODLINGS
D-
DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (DR
APPROVED EQUAL)
E.
MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE
AT MANUFACTURED KNOCK -OUTS OR THE
STRUCTURE MALL BE CORE -DRILLED.
60" ALLOWABLE MAX.
FOR CAST IRON PIPE
OR DUCTILE IRON PIPE.
1.3:5 MIX bP \1
CONCRETE S
BLOCKING
6" SIDE OUTLET TEE /
SEWER LSE
G" MIN. MAIN
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25
ELEVATION
NOTE:
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE
A MINIMUM 2.5' COVER AT PROPERTY UNE OR 3-5' LOWER
THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
%� cj\yt
6 0\yG
C� 2% LAIN SLOPE
F HORIZONTAL
R MAIN
TYPICAL SIDE SEWER ELEVATION
PUBLIC WORKS STANDARD SIDE SEVMR PIW - 411*4
DEPARTMENT1 NSTALLA`nON
(SEWER MAIN TO PROPERTY LINE) MARCH 2O10
OF R/W
SURFACE CLEANOUT WITH
CAST IRON RING AND COVER
(SEE STD. DWG 403.1)
---------------`TJTI WATERTIGHT
PLUG
L_--J
�- EXISTING 6" SEWER STUB BEND AS
{REMOVE TO R/W) REQUIRED
,-E%ISTINC SANITARY SEWER MAIN 1
- -` --
1 _ - - - . -
P - ^ 6'K6'X6" WYE j
6•"x 4 • REDUCER
BEND AS REQUIRED EXISTING 4" SIDE SEWER
(NOT TO EXCEED as'}
\PROPOSED 6" SEWER S'U9
SEWER MAN SIZE X 6" TEE
` PROPOSED SEWER NAM
NOT TO SCALL
PUBLIC WORKS TYPICAL SIDE SEINER CONNECTIONI
.' DEPARTMENT FOR SEWER MAIN REPLACEMENT
1 MARCH 2010
SANITARY SEWER NOTES AND SPECIFICATIONS
1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON
PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS
APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS
SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION.
2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN
WRITING BY THE PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO
BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY.
3. 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 OR DISTURBANCE.
4. 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 NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE
ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC
WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION.
5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS
AND OTHERS ON THE CONSTRUCTION SITE.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY
CONSTRUCTION.
7, PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS.
8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN
STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR.
10. 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.
11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND
MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS INSPECTOR. CUTS INTO THE EXISTING ASPHALT SHALL
BE NEATLINE 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.
12, DATUM SHALL BE CITY OF RENTON, 1988 NAVD.
13. 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.
14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND
SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA
STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS &
SPECIFICATIONS. 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 INCHES ABOVE AND BELOW THE
PIPE.
15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50,
UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY.
16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE
MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
0 FIRST SUBMITTAL ESM 10/15/200 SURVEYED: SCALE VERTICAL, NAVD 1986
1 SECOND SUBMITTAL ESM 1/31/2 DESIGNED: wS HORIZONTAL: NAD 1983/I991
2 THIRD SUBMITTAL ESM 10/22/201�' '__
DRAWN: /�
3 FOURTH SUBMITTAL ESM 12/06/201 CLc ONE INCH DATUM
4 MYLARS ESM 12/22/201 CHECKED: AT FULL SCALE
IF NOT ONE INCH
APPROVED: SCALE ACCORDINGLY
REVISION BY DATE AP P R
S=345007
DATE:
- CITY OF GLADCO DEVELOPMENT, L.L.C. FIELDBOOK:
RENTON ROSEWOOD HIGHLANDS PAGE:
DRAWING NO -
Plan n ing/Bu lld ing/Publ 1c Works Dept. SEWER DETAILS AND NOTES DT-05
SHEET: OF.
27 31
VISI0r14S
RIPTION DATE
BY
SUBMITTALESM
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SUBMITTALESM
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SUBMITTALESM
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SUBMITTAL
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12/22/2010
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JOB NO.: 1352-001-006
DWG, NAME: DT-05
DESIGNED BY:
KAO
DRAWN BY:
CLC
CHECKED BY:
DATE: 12/22/2010
DATE OF
PRINT:
DT-05
27 OF 31 SHEETS
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