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SEAL 'NITH AR 4000 CR
APPROVED EQUAL ANC DRY
SAND AFTER PATCHING
PATCHED AREA
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PLAN
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SECTION A -A
2" ASPHALT CLASS "B"
OR AS APPROVED BY
THE ENGINEER.
CONCRETE
NOTES:
REMOVE PAVEMENT AND BASE MATERIALS FOR A DISTANCE
WHICH IS EQU4L TO THE DIAMETER OF THE FRAME PLUS TWO FEET.
ADJUST CASTING FRAME TO PAVEMENT SURFACE USING RISER RINGS OR
CONCRETE BLOCKS PER STD. PLAN 400.1.
REPLACE ALL BUT TOP 2" OF EXCAVATED MATERIAL WITH
CLASS 3000 CONCRETE (3/4). FINISH PAVEMENT SURFACE
WITH 2" OF ASPHALT CLASS "B" OR AS APPROVED BY
THE ENGINEER.
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PUBLIC WORKS
,P N� DEPARTMENT
TYPICAL UTILITY COVER
ADJUSTMENT FOR
PAVEMENT OR OVERLAY
STD. PLAN - 400.4
DECEMBER 2010
RECESSED Not to Scale
LIFT POCKET FRAME
aO 3/4" LETTERING "SEWER" 2' C" I DIAMETER 1 2'-0"
e SEWER (2) BOLT SOC. (ALLEN HEAD)
5/8" - 11 X 1.5 STAINLESS
STEo o o REFSTE. PART #00981177
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1-3/16"
10-1/2" 8" CLASS "B"
5/8')
/8" ASPHALT
1/4-
2-1 4" I BOLT DETAIL
CAST IRON RING AND COVER
45' (1/8) BEND
45- (1/8) BEND
SAND OR
EXPANDABLE
FOAM
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
NOTES:
1. B" AND 5" CLEAN -OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC.
No. 3698 (PRODUCT NO. 00369803) OR APPROVED 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.
STD. PLAN - 403.1
ff`='%PUBLIC WORKS Sit OR 6" CLEANOUT APPROVED:
DEPARTMENT FOR SANITARY SEWER MAIN
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OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425-260-3412
CONTACT: DARRELL OFFE, P.E.
I - EX. SEWER MAIN
PROPERTY LINE
(LENGTH AS NEEDED)
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8" SEWER STUBE
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FUTURE 4" SIDE SEWER
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2"x 4" STUD MARKING POST PAINTED
SEWER MAIN TEE X 5" TEE
6" CAP WHITE PATH THE WORD "SEWER" STENCILED
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IN 3" HIGH BLACK LETTERS AND #6 MAR=
WRAPPED AROUND THE STUD AND
EXTENDED TO THE TOP OF THE STUD.
COUPLING
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6 '
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6"X6"X6" SURFACE CLEANOUT WITH CAST IRON RING AND COVER
(EAST JORDAN IRON WORKS PRODUCT NO. 00367502 OR
6 :
APPROVED EQUAL, SPECIFY -SEWER- ON LID),
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(SEE STD. PLAN 403.1 FOR INSTALLATION)
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AM EAGLE THREADED CLEAN -OUT ADAPTER HUB
BEND AS
PLUG (OR APPROVED EQUAL)
REQUIRED
EXISTING SANITARY
SEWER MAIN _2.0% MIN. SLOPE
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` FUTURE 4- SIDE SEWER
SEWER STUB
6"X6"X6' WYE `FUTURE 6"x 4" REDUCER
`SEWER MAIN SIZE X 6" TEE
ACCEPTABLE PROCEDURES FOR a0 SEWER CONNECTIONS TO EXISTING SEWER MAIN
A. VITRIFIED CLAY MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK' FLEXIBLE CCUPLINGS (FERNCO OR APPROVED EQUAL).
B. CONCRETE MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL).
C. PVC h C900 PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED WITH A ROMAC SADDLE
(OR APPROVED EQUAL).
D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL)
E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE
SHALL BE CORE -DRILLED.
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CONCRETE }• / PdG�CtN
BLOCKING �� 15 /M�•SF- 6v-
µN 25 MIN 540PE
-----------------
6„ TEE HORIZONTAL
6" MIN. SEWER SEWER MAIN
MAIN
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN BETWEEN 25' AND 45" TYPICAL SIDE SEWER
NOTE UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5'
LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
STANDARD SIDE SEWER STD. PLAN -406.1
• PUBLIC WORKS INSTALLATION APP D
DEPARTMENT ,Q
(SEWER MAIN TO PROPERTY LINE) " oA
W (SEE NOTE 7) LIMITS OF PIPE ZONE
ill 0"
BEDDING MATERIAL FOR
SANITARY SEWER PIPE O.D. OF PIPE
(SEE NOTE 5)
FOUNDATION LEVEL 6"
BEDDING FOR SANITARY SEWER PIPE
NOTES:
1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
2. HAND TAMP UNDER HAUNCHES.
3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY
OVER PIPE. HAND TAMP ONLY.
4. PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE
STANDARD SPECIFICATIONS.
5. PIPE ZONE MATERIAL SHALL BE PER SECTION 9-03.12(3)'
OF THE STANDARD SPECIFICATIONS OR PEA GRAVEL.
6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW
LINE IS MAINTAINED.
7. TRENCH WID-H SHALL BE PER SECTION 2-09.4 OF THE
STANDARD SPECIFICATIONS.
PUBLIC WORKS PIPE BEDDING
DEPARTMENT FOR SANITARY SEWERS
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01 /15/2018 N0.
STD. PLAN - 405
REVISED PER CITY COMMENTS
REVISED PER CITY COMMENTS
REVISED PER CITY COMMENTS
REVISION
MANHOLE FRAME AND COVER
PER DRAWING 401.
4" MIN. TO
12" MAX.
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NOTES:
1. STEPS TO BE POLYPROPYLENE SAFETY STEPS.
2. STEPS ARE TC BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED.
3. CASTING TO BE PER DRAWING 401.
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE.
5. OPENING SHOULD BE ON DOWNSTREAM SIDE.
6. ALL JOINTS SHALL BE GROUTED.
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING
CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING;
WASSER MC-AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE.
B. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443.
9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE
LARGEST PIPE.
10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL
BOOTS OR APPROVED EQUAL.
ti`�Y O 3TD. PLAN - 400,2
+ :� + PUBLIC WORKS SANITARY MANHOLE
'' DEPARTMENT SHALLOW
'f'FA,Tp'� MARCH 2O06
P. I. a -UR\S SH4L_ BE ACCDIIAML1
SEED
BY MEPNS OF A WYE WITH CLEANOUT AND
45- BEND. TWO 45BENDS SHALL NOT BE
4" BEND AS REQUIRED (NO MORE
ACCEPTABLE. (SEE NOTE 11)
THAN 45' BEND), EVERY 2ND
4" CIEANOUT WYE WITH
CHANGE IN DIRECTION OR GRADE
45' BEND AND 'LUG.
WILL REQUIRE A SURFACE
(SEE NOTE 11)
CLEANOUT WYE. (SEE NOTE 11)
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4" SEWER PIPE
SURFACE CLEANOUT
6"x II WYE
\ 4" SURFACE
a CLEANOUT
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(TYPCAL)
4" SEWER PIPE, SEE NOTES 2
(SEE STD PLAN - 407)
WYE
-4 TEST TEE WITH
AND 3. MIN MUM LINE SIZE FOR
1
1
4" WYE WITH
PLUG FACE UP
OTHER THAN SINGLE FAMILY IS 6"
(TYPICAL) I
PRCPERTY LINE
CLEANCUT
PROPERTY LINE
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-7-3,
MIN.
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6"x 4" REDUCER �
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(TYPICAL) F
MAIN SEWER LINE
NOTES:
IF THE BUILDING SEWER SERVES ANY FIXTURE HAVING
1. Prior to installation of a sanitary sewer connection, a side -sewer
FLOOD LEVEL RIMS LOCATED BELOW THE ELEVATION
permit must as purchased from the City of Renton Public Works
OF THE NEXT UPSTREAM MANHOLE COVER OF THE
Department.
PUBLIC SEWER SYSTEM, A BACKFLOW PREVENTION
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DEVICE SUCH AS CLEAN CHECK EXTENDABLE
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BACKWATER VALVE OR APPROVED EQUAL SHALL BE
2• Types of pipe and fittings that can be used for sanitary sewers
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INSTALLED.
shall be approved by the Department of Public Works. Ru)ber or
ad
neoprene gaskets as specified by the manufacturer, shall be
4" FLEXIBLE COUPLIN3 (FERNCO OR EQUAL)
used on joints.
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3. A minimum grade of 2% (1/4" per foot) must be maintained
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SURFACE CLEANOUT
4"x 4"x4" WYE
with 4" ptpe. In the event a 2% grade cannot be maintained, the
4" PIPING
owner must sign a City of Renton grade release form and then
can install 6" pipe at a grade of 1 a.
PLAN
BUILDING DRAIN FOR
4. For inspection of side sewer, call 21 hours in advance. The
LOW ELEVATION HOUSE
inspection phone number is on the side sewer permit. Ste
must be ready for inspection and representative on site when
inspector arrives at appointed time. Side sewer and stub shall
be tested per City specifications. Make the connection at the
MAIN
TO PROPERTY LINE 5'-0" 5'-0'•
house. Do not backfill the ditch un-il approval is given by the
-- PROPERTY UNE
FROM THE HOUSE
BUILDING DRAIN
inspector. Final approval will be granted after the existing septic
SIDE
SEWER
BUILDING SEWER
V-6"
tank has been pumped out and filled with sand.
3'-0"MIN.
TO S-O"
5. Install side sewer with 2' minimum cover. 18" cover is allowed
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at the house if outlet is shallow.
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6. If side sewer stub is not available. The owner shall be
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responsible for its installation per standard drawing 406.1, All
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wank within street right-of-way shall be done by a licensed and
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banded contractor.
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7. All work shall be accomplished in accordance with the Washington
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Industrial Safety and Health Act. (WISHA)
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8. All trench res:orotion for side sewers in the public right-of-way
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shall conform to the mast current trench restoration
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requirements as in the Renton Stardard Drawings.
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9. All building sewer and side sewers shall have bedding in
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10. There shall be a minimum 10 foot horizontal separation oetween
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sanitary side sewers and water services and a minimum 5 foot
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horizontal separation between sanitary side sewers and all other
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utilities.
11. The cleanou: at the Right -of -Way shall be installed per
CALL
FOR LOCATIONS BEFORE YOU DIG
Standard Plan 407. The cleonout at the building shall be
48FR
LOCATORS 1-800-424-5555
installed to surface grade. All other cleanouts shall be installed
to within 12' a' the surface.
TYPICAL BUILDING SEWER
STD. PLAN - 406.2
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+\ +
PUBLIC WORKS
FROM PROPERTY
LINE TO
DEPARTMENT
BUILDING CONNECTION
AUGUST 2013
SURVEYED:
TERRANE SURVEYING
DESIGNED:
DLO 1/2018 D.L. OFFE, P.E.
DLO2017 9 DRAWN:
/ D.L. OFFE, P.E.
DLO 2/2017 1 i CHECKED:
:yME110%1atWa»:a 0 ....e A
SCALE:
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVE, 1988
HORIZONTAL: NAD 1983/1991
DATU M
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
12. Datum for Vertical Control shall be North American Vertical Datum 1988 Meters, and for
Horizontal Control shall be North American Datum 1983/1991 Meters unless otherwise
approved by the City of Renton Public Works Department. Reference benchmark and
elevations are noted on the plans.
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.
CITY OF
R
RENTON
valsv_
Planning/Building/Public Works Dept.
S-3919003
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
RENTON 14 PLAT
KENDALL HOMES, INC.
WASTEWATER DETAILS & NOTES
6201 NE 4th STREET
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DATE:
01/15/2018 T
FIELDBOOK: Z
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