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CAST IRON RIN
RECESSED
LIFT ROCKET
" - 11 N.O. SOCKET HD
SCREW 1 Y;" LONG
(BRONZE OR S_S.,)
k�" x 2" RAISED PADS
2" A.0
f.
6" CONCRETE
CLASS 3000
W,
2-
45' (1 /8) BEND
1 2"
Imo_
2I-C"
FIBER. JOINT
PACKING
WATER TIGHT
PI IIr
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
PLUG TO BE SEALED
IN SAME MANNER AS
MAIN SEWER JOINTS.
NOTES:
1 B" CLEANOUTS SHALL BE EAST JORDAN IRON WORKS, INC_
No. 369R OR EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBL'i_
2- IN UNIMPROVED AREAS, POUR A, V-D" THICK, 2'-0" SQUARE
CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER.
PUBLIC WORKS
DEPARTMENT
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Uli ties Underground Location Center
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8 OR B INCH GLEAN -OUT
SM. PLAN - 403.1
MARCH 2008
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S M. PLAN - 401
PUIDtit �
I DLIC' "IFATtic�R t� MANHOLE FRAME AND COVER
MARCH 2008
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C:•EP :::PE, I- A 4D _A'AF CNL`.
4_ _EE "E';G' ':' TbC'J AM) FR=P.ARATI0I\ = TRE'IC-" 1\1 THE SANI-r.RY
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wvIDTH A'•1:! TF.ENC-If'dr_ =1F-ONS. --E =`_ ZCNE WLL 3__ THE
,:II. IRI f,:Jill) I1 I.
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S-LA_L hIG!- BE USED I`•, T-1= B.ACKF _L
C. PIPE ZO,E F.'IA_EP.I ._ SdAL_ EE AVE- EACI<FLL FC? CRAIF•1s" AS_
ED=CIF-D 11: THE .AUCREGA ES SECT13f, 0- THE S-ANDAFG
SD=CIF .ATIC%IS
PIPEF;' S- GC A,VCIIC'_: IN a Ah' ,`!NC AS TC _11SURC FLG•'+
PIT13LIC WO RIi� PIPE BEDDIG+NPLAIq - 406
DEPA?TMENT FOR SANITARY SEWERS
MARCH _ 0CH
1 SECOND SUBMITTAL
2 THIRD SUBMITTAL
3 FOURTH SUBMITTAL
4 MYLARS
5 CONSTRUC`ION SET
REVISION
PROPERTY LINE
z - -
3'-a"
o FUTURE
6" BUILDING SEWER PIPE BUILDING SEWER
z 5"XE'k6° WYE `2". 4" STIJL) MARKING'. POST PAINTED
TEE WITH 6" SIUE OUTLET SURFACE CLEANOUT WITH WHITE WITH THE WORD "5EWER" STENCLED
CAST IRON RING do COVER IN 3" HIGH BLACK LETTERS AND #6 WIRE
fy w ;SEE STD. DRW 403.1) WRAPPED AROUND THE STUD AND
IL EXTENDED 77,, THE TOP OF THE STUD.
0
a
6" SIDE SEWER AND BUILDING SEWLP,
ACCEPTABLE PROCEDURES FOR SIDE SEWER, CONNECTIONS TO MAIN
LINES ARE AS FOLLOWS:
A. VITRIFIED CI_Ay MAIN - CUT IN A NEW TEE USING FLEXIBLE
COUPUNCS (FERNCO OR APPROVED EQUAL)-
5_ CONCRETE MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR
APPROVFD EQUAL).
O_ PVC MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED
EQUAL) OR CUT IN A NEW TEE USING RIGID COUPLINGS
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 T-HE
STRUCTURE SHALL BE CORE -DRILLED.
60" ALLOWABLE MAX.
FOR CAST IRON PIPE
OR DUCTILE IRON PIPE.
1.3:5 MIX
CONCRETE
BLOCKING
�5
CpN zz MIN SLOPE
I DORI'_ON L4L
* J 6" SIDE OUTLET TEE
SEWER
/T
6" MIN. MAIN SEWER MAIN
CONCRETE BLOCKING ANGLE TYPICAL SIDE SEWER ELEVATION
OF TEE AT MAIN OVER 25
ELEVATION
NOTE:
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE
4 MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5' LOWER.
THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
I STANDARD SIDE SEWER 3M. PLAN - 4W.1
�* PURIJC WORKS INSTAL L aT1ON
DEPARTMENT (SEWER MAIN TO PROPERTY LINE)! MARCH 2O1C
R/w
SURFACE CLEANOUT WITH
CAST IRON RING AND COVER
1(SEE STD. DWG 403.1)
-- -- ------ J --- WATERTIGHT
-T---- �--T-- I PLUG
L J
EXISTING 6" SEWER STUB % REND AS
'r (REMOVE TO RJW, �f REQUIRED
� EXIS'TINC SANITARY SEWER MAIN
(REMOVE) --/------- f
f
r = 6"X6'X6" WYE
-SEWER MAIN SIZE X 6" TEE
PROPOSED SEWER MAIN
BEND AS REQUIRED '
(NOT TO EXCEED 45'
6" SEWER STUB
NOT TO SCALE
6"x 4" REDUCER J
EXISTING 4" SIDE SEWER
Y RM. PLAIT - 407
PUBLIC WORKS TYPICAL SIDE SEWER
DEPARTMENT FOR SEWER MAIN REPLACEMENT
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. APRE-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,
ESM
01/31/2008
SURVEYED'
ESM
10/22/201
DESIGNED:
mm
ESM
12/06/201
ESM
12/22/201
DRAWN:
ESM
02/24/201
CHECKED:
PY I DATE I APPR I APPROVED
SCALE:
NT5
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
S 34501
RECORD DRAWING
DATE:
CITY OF GLADCO DEVELOPMENT, L.L.C.
�I ?�
RENTON HOSEWOOD HIGHLANDS PAGE:
DRAWING NO:
Planning/Building% Public works Dept. SEWER DETAILS AND NOTES DT-05
SHEET: OF
27 31
REVISIONS
NO.
DESCRIPTION/DATE
BY
1
SECOND SUBMITTAL
ESM
O1/31/2008
2
THIRD SUBMITTAL
ESM
10/22/2010
3
FOURTH SUBMITTAL
ESM
12/06/2010
¢
MYLARS
12/22/2010
ESM
5
CONSTRUCTION SET
02/24/2011
ESM
6
AS BUILTS
09/12/2011
ESM
7
AS BUILT MYLARS
10/19/2011
ESM
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42334
s�01UAL
/
JOB NO.: 1352-001-006
DWG. NAME:
DT-05
DESIGNED BY:
KAO
DRAWN BY:
CLC
CHECKED BY:
DATE: 10/19/2011
DATE OF
PRINT:
DT-05
27 OF 31 SHEETS