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UILT SET
Fl EXT`-�NSION NOTES AND DETAILS
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CITY OF RENTON
o a a SANITARY SEWER NOTES AND SPECIFICA110NS A PORTION OF THE Nr 1/4 OF SECTION 14, TOWNSHIP 23 N., RANGE 5 E., W.M.
1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND KING COUNTY, WASHINGTON
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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 &
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SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES
DURING CONSTRUCTION.
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PROPERTY LINE
2.
THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS
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ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE
PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN
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FUTURE
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MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY.
s" BUILDING SEWER PIPE
BUILDING SEWER
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3.
ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE
IEE WITH 6" SIDE OUTLET
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„2"x 4" STUD MARKING POST PAINTED
6 X6' X6" WYE "SEWER"
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CONTRACTORS RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO
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WHITE WITH THE WORE) STENCILED
SURFACE CLEANOUT WITH IN 3"" HIGH BLACK LETTERS AND 6 WIRE
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AVOID DAMAGE OR DISTURBANCE.
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CAST IRON RING & COVER WRAPPED AROUND THE STUD AND
(EAST JORDAN IRON WORKS EXTENDED TO THE TOP OF THE STUD.
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2975 OR APPROVED EQUAL,
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TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
6" -SIDE SEWER AND BUILDING SEWER
SEE STD, PLAN 403.1 FJ:R
INSTALLATION)
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SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL
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BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE
ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN
LINES ARE AS FOLLOWS:
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CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN
A.
VITRIFIED CLAY MAIN - CUT IN A NEW TEE USING FLEXIBLE
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ADVANCE OF BACKFILLING ALL CONSTRUCTION.
COUPLINGS (FERNCO OR APPROVED EQUAL).
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5.
CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF
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CONCRETE MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR
APPROVED EQUAL).
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CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION
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SITE,
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PVC MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED
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EQUAL) OR CUT IN A NEW TEE USING RIGID COUPLINGS.
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6.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY
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DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR
OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
APPROVED EQUAL)
E.
MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE
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7.
PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE
AT MANUFACTURED KNOCK -OUTS OR THESTRUCTURE SHALL BE CORE -DRILLED.
0 PRECEDENCE OVER ALL OTHER PLANS.
8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION
IS IN PROGRESS. 60" ALLOWABLE MAX.
FOR CAST IRON PIPE
9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF OR DUCTILE IRON PIPE.THE SANITARY OVA
PROFESSIONAL SYSTEM, WHICHAS BEEN
SURVEYOR.PED AND CONCRETE
BY A LICENSED coN�RM F�'U 0)
BLOCKING 71-
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0 10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A M CIONG 2% MIN SLOPE
U) LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY HORIzoNTAL
O TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS 6" SIDE OUTLET TEE
Q 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 s" PAIN, MAIN
SEWER MAIN
DESCRIBED.
W 11, OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY CONCRETE BLOCKING ANGLE TYPICAL SIDE SEWER ELEVATION
0_ \ SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OF TEE .AT MAIN OVER
ELEVATION
�' OTHERWISE APPROVED BY CITY OF RENTON.
Q 12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, NOTE:
II AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE
0 C71 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. A MINIMUM 2 s' COMER AT PROPERTY LINE OR .3-5' LOWER
c REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER,
11 CE
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. ,1 �' _ c}
�i PUBLIC WORKS STANDARD SIDE SEWER
®I )� INSTALLATION
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Li 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN �f� --y DEPARTMENT (SEWER MAIN PROPERTY LINE)
ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON vz
o PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE LL
�Z Q WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY
OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. THIS SHALL INCLUDE
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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.
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U � Z o 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
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Z, WASTEWATER UTILITY.
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Q N 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES
N 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.
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COVER BOTTOM VIED/
COVER & FRAME
PLAN VIEW
6 1DIA, (3) BLT SOC, (ALLEN HE
F_G35mm7 1. 5/8'-11 X L5 SS
3/4° 125mm7
RUBBER WASHER
C19mm7
8 3/4' 2 1/2'
C222mml 164mml
TYP
COVER SECTION VIE v\
26 1/2' DIA
L673mmJ
25 1/4' DIA
1641mml 1 1/16'
1/4' (6mm) DIA j 127mm;
�NEDPRENE GASKET (I
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A" [152 mm]
23 3/8' DIA CL ❑PEN
C16mm7 C594mm3
27 5/16' DIA
C694mm3
34 1/8' DIA
1/4` 1 1/16'
CI6mro1 127mm7
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1/e• 4 -
C3mml
1/8
CR3mm7
GASKET GROOVE DETAIL.
C867mm) NOTES:
FRAME SECTION VIEW 1, ALL COVERS SHALL BE LOCKING LID PER EAST
JORDAN IRON WORKS INC. No. 3717C1 OR EQUAL.
2. USE FRAME AND COVER FOR STORM (SPECIFY
"DRAIN" ON COVER), SANITARY (SPECIFY
"SEWER"), OR WATER (SPECIFY "WATER"),
ti�► ; STD. P � 401
PUBLIC WORKS MANHOLE FRAME AND COVER
DEPARTMENT
Fo DECEMBER 2008
BEDDING MATEPIAI_ FOR
SANITARY SEWER PIPE
(SEE NOTE 6)
FOUNDATION LEVEL
W (SEE NOTE 4) LIMITS OE PIPE ZONE
0/0,1,_0„
C.D. CE PIPE
BEDDING FOR SANITARY SEWER PIPE
NOTES:
1. PROVIDE UNIFORM SLPPORT UNDER BARREL.
2. HAND TAMP UNDER HAUNCHES.
3, COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY
OVER PIPE, HAND TAMP ONLY.
4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN T'"E SANITARY
SEWER SECTION CF THE STANDARD SPECIFICAT,ONS FOR TRL-NCH
WIDTH "WW` AND TRENCHING OPTIONS. THE PIPE ZONE WIL'- BE THE
ACTUAL TRENCH 'WIDTH.
-5, TRENCH BACKFILL SHALL CONFORM TO "BACKFILLING" IN THE SANITARY
SEWER SECTION OF IHE SIANDARD SPECIF ICA I IONS, EXCEPT THAT
ROCKS OR LUMPS LARGER THAN 1" PER FOOT OF PIPE D'AMETER
SHALL NOT BE USED IN THE BACKFILL MAIERIAL.
6. PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFILL FOR DRAINS" AS
SPECIFIED IN THE AGGREGATES SECTION OF THE STANDARD
SPECIFICATIONS.
7. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TU ENSURE FLOW
L'NE IS MAINTAINED.
,YPLAN
+I ►` ��� PUBLIC WORKS IBEDDINGSTD.- 405
DEPARTMENT F SANITARY E ,E --
1`; r , MARCH 2O08
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NOT TO SCALE
MANHOLE FRAME AND COVER
SEE STD, PLAN 401
ADJUSTMENT RINGS (2" MIN°)
SEE NOTE 6
MORTAR JOINT(S) (3/8" MIN.)
SEE NOTE 5
CONE (ECCENTRIC)
RUBBER GASKETED JOINTS IN
ACCORDANCE WITH ASTM 0-443
STEPS - POLYPROPYLENE STEPS
SHALL_ BE INCLUDED
CONCRETE RISER BY PIPE INC:.,
OR APPROVED EQUAL
LADDER -POLYPROPYLENE
SHALL BE ATTACHED TO MANHOLE
MAX. PIPE SIZE - 'E'
CONCRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF.
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1. STEPS TO BE POLYPROPYLENE SAFETY STEPS.
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED.
3. CASTING SHALL BE PER STD. PLAN 401.
4, MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE,
5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED.
6. ADJUSTMENT OF 'HE CASTING TO GRADE SHALT. BE ACCOMPLISHED Wi1N A COMBINATION OF
ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY. BRICKS SHALL BE STAGGERED TO CREATE A RUNNING
BOND OR 1/2 BOND, THE USE OF SHIMS IS PROHIBITED.
7, SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACE'S, INCLUDING CHANNELING,
COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASHER MC-AROSHIELD OR
APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE.
8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443.
9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE.
10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR
APPROVED EQUAL.
11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12"
ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE.
IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
SM. P - 400.1
Ors f PUBLIC WORKS
,�\ ¢ DEPARTMENT STANDARD SANITARY MANHOLE
IiD11.E
�NTC SEPTEMBER 2011
RAISE-1/2" -
WIDE BORDER
3/4" SQUARES SPACED - 3/4"
AS INDICATED - HT. 1/8"
F-1 /2"
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CAST IRON RING AND COVER
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
6" OR 8" CLEAN -OUT DETAIL
NOT TO SCALE
CONCRETE
CLASS 3000
12 "/ 0
FIBEF
PACK
45° (1 /8)
Palo
PLUG TO BE SEALED
II I IN SAME MANNER AS
MAIN SEWER JOINTS.
LANE LINE
MARKING 7'-80 -
STANDARD VEHICLE WHEEL PATH
<3' 4°5'
MIN. MIN.
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2" SAWCUT AND REMOVE `\
OR GRIND, SEAL WITH
AR400OW
-- 2, 5'
MIN.
*MINIMUM ACP CLASS 'E' or 'B' SHALL BE:
PRINCIPAL/MINOR/COLLECTOR ARTERIAL STREETS & INDUSTRIAL
ACCESS STREETS - 6" ACP CLASS 'E' or 'B',
RESIDENTIAL ACCESS STREETS - 2" ACP CLASS 'E' or 'B'.
- 1, --1 \- ACP CLASS*
MIN,
`- 6" CRUSHED
SURFACING TOP
COURSE
EDGE OF PAVEMENT, -
EDGE OF CURS & GUTTER,
OR CENTER OF LANE LINE
CRUSHED ROCK, FLOWABLE FILL
OR AS REQUIRED BY ENGINEER
S=3 68804
NUPON OTE: CAP T Q W .
SECTION EMAY B1=0DESIGNED USING AN APPROVEDMETHODFOA�rp C�14GI UD 'PATC>`I'AN Y
DETERMINING PAVEMENT THICKNESS.
CITN' OF RENTON'
Approved, by: Date
02 2005 MODIFIED NOTES DGV DC
07 2004 MODIFIED NOTES D0V GZ
OATF I RFvigi m I RY APPR'i
,Approved by: 3aIc:
Approved by: D3TC.: !
Approved by: Date:
CITY OF RENTON o
DEPARTMENT OF PUBLIC WORKS LO
CHECKED FOR COMPLIANCE TO CITY STANDARDS
T
AS -BUILT SEWER EXTENSION NOTES AND DETAILS O
13414162ND AVE. S.E. - RENTON, WA. z
PARCEL NO. 359000-0050 m
DESIGNED AS O
DRAWN MFB
DATE 6/ 10/ 13 FILE NO. LUA 03-
CHECKED AS SCALE FIELD BOOK PAGE_ W
APPROVED SHEET 2 OF 2 U
DIRECTOR OF PUBLIC WORKS m
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