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E-4 3 THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS
>-( I� O DESCRIBED.
0- 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 CITY OF RENTON.
v
12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METER
m AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS
o rn UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT.
Of y s REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS.
y 1 I C
° 13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO P
D- SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER TH
COMPLETION OF CONSTRUCTION.
ga 14. ALL PIPE AND APPURTENANCES SHALL BE WD ON A PROPERLY PREPARED FOUNDATION I
ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON
5 PLANNING /BUILDING /PUBUC WORKS DEPARTMENT AND THE LATEST EDITION OF THE
a ¢ WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY
° OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. THIS SHALL INCLUDE
Y8 NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIA
4 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.
a�
W 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D
`o 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 INCHE
ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED A
GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
6" BUILDING SEWER PIPE
WITH 6' 51DE CUTLET
1:3:5 MIX
CONCRETE
BLOCKING
SEWER EXTENSION NOTES AND DETAILS 3/ INDICATED - 4" SQUARES SPACED - 3/4"
AS HT. 1/8
A PORTION OF THE NE 1/4 OF SECTION 14, TOWNSHIP 23 N. RANGE 5 E. W.M. 13000 ° 0
13 ° ❑ X1/2
11 11
KING COUNTY, WASHINGTON
PROPERtt LINE
FUTURE
BUILDING SEWER
8 - ==
6 "XB "XB' WYE \2 x e' STUD MARKING POST PAINTED
rc SURFACE CLEANOUT WITH WHITE WITH THE WORD "SEWER' STENQLED
CAST IRON RING & COVER N V HIGH BLACK LETTERS AND p6 HIRE
(EAST JORDAN IRON WORKS MAPPED AROUND THE STUD AND
2975 OR APPROVED EQUAL, EXTENDED TO THE TOP OF THE STUD.
a SPECIFY "SEWER" ON LID,
SEE SID. PLAN 403.1 FOR
INSTALLATION)
ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN
LINES ARE AS FOLLOWS:
A. VTRIFIED CLAY MAIN - CUT IN A NEW TEE USING FLEXIBLE
COUPLINGS (FERNCO OR APPROVED EQUAL).
B. CONCRETE MAIN - CORE- DRILLED W GR A ROMAC SADDLE (OR
APPROVED EQUAL).
C. 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 (OR
APPROVED EQUAL)
E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE
AT MANUFACTURED KNOCK -OUTS OR THE
STRUCTURE SHALL BE CORE - DRILLED.
60" ALLOWABLE MAX.
FOR CAST IRON PIPE
OR DUCTILE IRON PIPE.
6" SIDE CUTLET TEE
SEWER
6" MIN, MAIN SE'
CONCRETE RI.00KINO ANGLE
OF T AT MAIN OVER 95
D FVATION
NOTE:
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE
A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3 -5' LONER
THAN THE LOWEST HOUSE ELEVATION. WHICHEVER IS LOWER.
'GCX 2% MIN SLOPE
HORIZONTAL
R MAIN
TYPICAL SIDE SEWER ELEVATION
PUBLIC WORKS STANDARD SIDE SEWER STD. PLAN - 406.1
DEPARTMENT INSTALLATION
(SEWER MAIN TO PROPERTY LINE) SEPTEMBER 2011
REN-
SEWER
Y �
p I SAOR COVER & FRAME
Sy7 PLAN VIEW
25' DIA.
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24667 1'
3/4' c25mm]
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COVER SECTION VIEW
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16mm] � C594mm]
27 5/l6' DIA
L694mm1
34 1/8' DON
COVER BOTTOM VIEW
(3T SOC. (ALLEN HEAD)
5 /B' -l1 X 1.5 SS
` > BUT D)
RUBBER WASHER
WL
EON BOLTING DETAIL
1 1/16' 1/4' r
127mml [6rnT 1 :27.1
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_115' mml (3nn1 /B'
(R3mm]
GASKET GROOVE DETAIL
1867mm1 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 ").
Y Q STD. PLAN - 401
n PUHIdC WORKS MANHOLE FRAME AND COVER
IR
° DEPARTMENT
0 DECEMBER 2008
W (SEE NOTE 4) LIMITS OF PIPE ZONE
RAISE -1/2" -
WIDE BORDER
1
12/0`
FIBER JOINT
PACKING
BEDDING NOTE 6) MATERIAL rC\ �i %� `� O.D. OF PIPE 2 -7/8„ ', 45 °(1/8) BEND
SANITARY SEWER PIPE i
FOUNDATION LEVEL
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. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY
SEWER SECTION OF THE STANDARD SPECIFICATIONS FOR TRENCH
WIDTH "W" AND TRENCHING OPTIONS. THE PIPE ZONE WILL BE THE
ACTUAL TRENCH 'WDTH.
5. TRENCH BACKFILL SHALL CONFORM TO "BACKFILLING° IN THE SANITARY
SEWER SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT
ROCKS OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER
SHALL NOI BE USED IN THE BACKFILL MATERIAL.
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 TO ENSURE FLOW
LINE IS MAINTAINED.
PUBLIC WORKS PIPE BEDDING STD. PLAN - 405
DEPARTMENT FOR SANITARY SEWERS MARCH 2008
7'
L
T_
NOT TO SCALE
MANHOLE FRAME AND COVER
SEE STD. PLAN 401
ADJUSTMENT RINGS (2" LAIN.)
SEE NOTE 6
MORTAR JOINT(5) (3/8" MIN.)
SEE NOTE 5
CONE (ECCENTRIC)
RUBBER GASKETED JOINTS IN
ACCOROMCE WITH ASTM C -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.
'A' 1 B' 'C' 'D' 'E'
48" MH 48" 6" MIN. 5 "MIN 24" MIN. 21" I.D.
54 MH 54 8" MIN. 5.5 MIN. 24' MIN. 24" I.D.
60" MH 1 60" 1 8" MIN. 1 6" MIN. 42" MIN. 30" I.D.
NOTES.
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 THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH 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 SURFACES, INCLUDING CHANNELING,
COATED (SEALED) PATH A HIGH SOLIDS URETHANE COATING; WASSER 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 PAVNG.
STD. PLAN - 400.1
14 PUBLIC WORKS STANDARD SANITARY MANHOLE
I DEPARTMENT
SEPTEMBER 2011
CAST IRON RING AND COVER
PIPE MATERIAL AS
BY THE ENGINEER
O
0\
O�
CO
PLUG TO BE SEALED
MAINSAME NER AS
SEWER JONTS.
6" OR 8° CLEAN -OUT DETAIL
NOT TO SCALE
LANE LINE
MARKING I 7P-8°
STANDARD VEHICLE WHEEL PATH
4.5'
MIN.
ACP CLASS* \
MIN. MIN.
6" CRUSHED
2" CLASS 'B' SURFACING TOP
COURSE
2" SAWCUT AND REMOVE EDGE OF PAVEMENT, -
OR GRIND, SEAL WITH EDGE OF CURB & GUTTER,
AR4000W OR CENTER OF LANE LINE
MIN.
CRUSHED ROCK, FLOWABLE FILL
OR AS REQUIRED BY ENGINEER
CONCRETE
CLASS 3000
4_3/4„
*MINIMUM ACP CLASS 'E' or 'B' SHALL S=3 6
PRINCIPAL /MINOR /COLLECTOR ARTERIAL STREETS & INDUSTRIAL or
ACCESS STREETS - 6" ACP CLASS 'E' or 'B'.
RESIDENTIAL ACCESS STREETS - 2" ACP CLASS 'E' or 'B'.
NOTE:
UPON REQUEST OF ENGINEER, NEW ROADWAY PAVEMENT
SECTION MAY BE DESIGNED USING AN APPROVED METHOD FOR TYPICAL LONGITUDINAL PATCH AND OVERLAY
DETERMINING PAVEMENT THICKNESS.
02 2DDS 1 M.'m NDIES 1 DCV OC
0] 20M DOME) NOTES DCVI 02
LAP RNKIrIN I RV IAPPR I
CHECKED FOR COMPLIANCE TO CITY STANDARDS
CITY OF RENTON
Approved by: Date:
Approved by: Date:
Approved by: Date:
Approved by: Date:
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
SEWER EXTENSION NOTES AND DETAILS
13414162ND AVE. S.E. - RENTON, WA
PARCEL NO. 359000-0050
�&�'® I DATE 6/10/13 IP E ND. LW OD-
CHECKED AS I SCAT F
APPRI DIRECTOR a R19I
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CITY OF RENTON
SANITARY SEWER NOTES AND SPECIFICATIONS
3
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1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND
SPECIFICATIONS OF THE CRY OF RENTON PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT
AND THE LATEST EDITION OF THE WSOOT /APWA STANDARDS AND SPECIFICATIONS, AS
V A
APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS &
Z S
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
O O
ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE
PLANNING /BUILDING /PUBUC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN
Uj M
MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY.
Z 3
3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE
1L C
CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO
AVOID DAMAGE OR DISTURBANCE.
R w
w A
2 Q Q
4. A PRE - CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR
IL 3 T
TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
O S
SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL
J 00 10 B
BE ACCOMPUSHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE
N Z C
CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBUC WORKS INSPECTOR 24 HOURS IN
r I A
ADVANCE OF BACKFILUNG ALL CONSTRUCTION.
Q Y 5
5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF
CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION
Z (0Y S
SITE.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY
OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
Y 7
jU[ P
7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE
8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTI(
IS IN PROGRESS.
v, 9
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.
6
0 1
10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A
�i L
LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY
TAMPING O PERCENT O MAXIMUM THESE COMPACTED LAYERS 0
a o
`
MUST EXTEND FOR ONE PIPE DIAMETER EACH SIDE OF THE PIPE OR TO THE SIDE OF
6" BUILDING SEWER PIPE
WITH 6' 51DE CUTLET
1:3:5 MIX
CONCRETE
BLOCKING
SEWER EXTENSION NOTES AND DETAILS 3/ INDICATED - 4" SQUARES SPACED - 3/4"
AS HT. 1/8
A PORTION OF THE NE 1/4 OF SECTION 14, TOWNSHIP 23 N. RANGE 5 E. W.M. 13000 ° 0
13 ° ❑ X1/2
11 11
KING COUNTY, WASHINGTON
PROPERtt LINE
FUTURE
BUILDING SEWER
8 - ==
6 "XB "XB' WYE \2 x e' STUD MARKING POST PAINTED
rc SURFACE CLEANOUT WITH WHITE WITH THE WORD "SEWER' STENQLED
CAST IRON RING & COVER N V HIGH BLACK LETTERS AND p6 HIRE
(EAST JORDAN IRON WORKS MAPPED AROUND THE STUD AND
2975 OR APPROVED EQUAL, EXTENDED TO THE TOP OF THE STUD.
a SPECIFY "SEWER" ON LID,
SEE SID. PLAN 403.1 FOR
INSTALLATION)
ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN
LINES ARE AS FOLLOWS:
A. VTRIFIED CLAY MAIN - CUT IN A NEW TEE USING FLEXIBLE
COUPLINGS (FERNCO OR APPROVED EQUAL).
B. CONCRETE MAIN - CORE- DRILLED W GR A ROMAC SADDLE (OR
APPROVED EQUAL).
C. 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 (OR
APPROVED EQUAL)
E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE
AT MANUFACTURED KNOCK -OUTS OR THE
STRUCTURE SHALL BE CORE - DRILLED.
60" ALLOWABLE MAX.
FOR CAST IRON PIPE
OR DUCTILE IRON PIPE.
6" SIDE CUTLET TEE
SEWER
6" MIN, MAIN SE'
CONCRETE RI.00KINO ANGLE
OF T AT MAIN OVER 95
D FVATION
NOTE:
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE
A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3 -5' LONER
THAN THE LOWEST HOUSE ELEVATION. WHICHEVER IS LOWER.
'GCX 2% MIN SLOPE
HORIZONTAL
R MAIN
TYPICAL SIDE SEWER ELEVATION
PUBLIC WORKS STANDARD SIDE SEWER STD. PLAN - 406.1
DEPARTMENT INSTALLATION
(SEWER MAIN TO PROPERTY LINE) SEPTEMBER 2011
REN-
SEWER
Y �
p I SAOR COVER & FRAME
Sy7 PLAN VIEW
25' DIA.
II a m / [635mm]
24667 1'
3/4' c25mm]
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n ¢ s ONA LTEENG\�4,
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34 1/8' DON
COVER BOTTOM VIEW
(3T SOC. (ALLEN HEAD)
5 /B' -l1 X 1.5 SS
` > BUT D)
RUBBER WASHER
WL
EON BOLTING DETAIL
1 1/16' 1/4' r
127mml [6rnT 1 :27.1
�, ve•
_115' mml (3nn1 /B'
(R3mm]
GASKET GROOVE DETAIL
1867mm1 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 ").
Y Q STD. PLAN - 401
n PUHIdC WORKS MANHOLE FRAME AND COVER
IR
° DEPARTMENT
0 DECEMBER 2008
W (SEE NOTE 4) LIMITS OF PIPE ZONE
RAISE -1/2" -
WIDE BORDER
1
12/0`
FIBER JOINT
PACKING
BEDDING NOTE 6) MATERIAL rC\ �i %� `� O.D. OF PIPE 2 -7/8„ ', 45 °(1/8) BEND
SANITARY SEWER PIPE i
FOUNDATION LEVEL
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. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY
SEWER SECTION OF THE STANDARD SPECIFICATIONS FOR TRENCH
WIDTH "W" AND TRENCHING OPTIONS. THE PIPE ZONE WILL BE THE
ACTUAL TRENCH 'WDTH.
5. TRENCH BACKFILL SHALL CONFORM TO "BACKFILLING° IN THE SANITARY
SEWER SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT
ROCKS OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER
SHALL NOI BE USED IN THE BACKFILL MATERIAL.
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 TO ENSURE FLOW
LINE IS MAINTAINED.
PUBLIC WORKS PIPE BEDDING STD. PLAN - 405
DEPARTMENT FOR SANITARY SEWERS MARCH 2008
7'
L
T_
NOT TO SCALE
MANHOLE FRAME AND COVER
SEE STD. PLAN 401
ADJUSTMENT RINGS (2" LAIN.)
SEE NOTE 6
MORTAR JOINT(5) (3/8" MIN.)
SEE NOTE 5
CONE (ECCENTRIC)
RUBBER GASKETED JOINTS IN
ACCOROMCE WITH ASTM C -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.
'A' 1 B' 'C' 'D' 'E'
48" MH 48" 6" MIN. 5 "MIN 24" MIN. 21" I.D.
54 MH 54 8" MIN. 5.5 MIN. 24' MIN. 24" I.D.
60" MH 1 60" 1 8" MIN. 1 6" MIN. 42" MIN. 30" I.D.
NOTES.
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 THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH 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 SURFACES, INCLUDING CHANNELING,
COATED (SEALED) PATH A HIGH SOLIDS URETHANE COATING; WASSER 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 PAVNG.
STD. PLAN - 400.1
14 PUBLIC WORKS STANDARD SANITARY MANHOLE
I DEPARTMENT
SEPTEMBER 2011
CAST IRON RING AND COVER
PIPE MATERIAL AS
BY THE ENGINEER
O
0\
O�
CO
PLUG TO BE SEALED
MAINSAME NER AS
SEWER JONTS.
6" OR 8° CLEAN -OUT DETAIL
NOT TO SCALE
LANE LINE
MARKING I 7P-8°
STANDARD VEHICLE WHEEL PATH
4.5'
MIN.
ACP CLASS* \
MIN. MIN.
6" CRUSHED
2" CLASS 'B' SURFACING TOP
COURSE
2" SAWCUT AND REMOVE EDGE OF PAVEMENT, -
OR GRIND, SEAL WITH EDGE OF CURB & GUTTER,
AR4000W OR CENTER OF LANE LINE
MIN.
CRUSHED ROCK, FLOWABLE FILL
OR AS REQUIRED BY ENGINEER
CONCRETE
CLASS 3000
4_3/4„
*MINIMUM ACP CLASS 'E' or 'B' SHALL S=3 6
PRINCIPAL /MINOR /COLLECTOR ARTERIAL STREETS & INDUSTRIAL or
ACCESS STREETS - 6" ACP CLASS 'E' or 'B'.
RESIDENTIAL ACCESS STREETS - 2" ACP CLASS 'E' or 'B'.
NOTE:
UPON REQUEST OF ENGINEER, NEW ROADWAY PAVEMENT
SECTION MAY BE DESIGNED USING AN APPROVED METHOD FOR TYPICAL LONGITUDINAL PATCH AND OVERLAY
DETERMINING PAVEMENT THICKNESS.
02 2DDS 1 M.'m NDIES 1 DCV OC
0] 20M DOME) NOTES DCVI 02
LAP RNKIrIN I RV IAPPR I
CHECKED FOR COMPLIANCE TO CITY STANDARDS
CITY OF RENTON
Approved by: Date:
Approved by: Date:
Approved by: Date:
Approved by: Date:
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
SEWER EXTENSION NOTES AND DETAILS
13414162ND AVE. S.E. - RENTON, WA
PARCEL NO. 359000-0050
�&�'® I DATE 6/10/13 IP E ND. LW OD-
CHECKED AS I SCAT F
APPRI DIRECTOR a R19I
Q
Z
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0
Ld
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0] = U U
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Z
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t9 _
b °y
Z 0 OON�
DIA
GASKET
5/8' J 23 3/8' DIA CL OPEN
16mm] � C594mm]
27 5/l6' DIA
L694mm1
34 1/8' DON
COVER BOTTOM VIEW
(3T SOC. (ALLEN HEAD)
5 /B' -l1 X 1.5 SS
` > BUT D)
RUBBER WASHER
WL
EON BOLTING DETAIL
1 1/16' 1/4' r
127mml [6rnT 1 :27.1
�, ve•
_115' mml (3nn1 /B'
(R3mm]
GASKET GROOVE DETAIL
1867mm1 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 ").
Y Q STD. PLAN - 401
n PUHIdC WORKS MANHOLE FRAME AND COVER
IR
° DEPARTMENT
0 DECEMBER 2008
W (SEE NOTE 4) LIMITS OF PIPE ZONE
RAISE -1/2" -
WIDE BORDER
1
12/0`
FIBER JOINT
PACKING
BEDDING NOTE 6) MATERIAL rC\ �i %� `� O.D. OF PIPE 2 -7/8„ ', 45 °(1/8) BEND
SANITARY SEWER PIPE i
FOUNDATION LEVEL
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. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY
SEWER SECTION OF THE STANDARD SPECIFICATIONS FOR TRENCH
WIDTH "W" AND TRENCHING OPTIONS. THE PIPE ZONE WILL BE THE
ACTUAL TRENCH 'WDTH.
5. TRENCH BACKFILL SHALL CONFORM TO "BACKFILLING° IN THE SANITARY
SEWER SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT
ROCKS OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER
SHALL NOI BE USED IN THE BACKFILL MATERIAL.
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 TO ENSURE FLOW
LINE IS MAINTAINED.
PUBLIC WORKS PIPE BEDDING STD. PLAN - 405
DEPARTMENT FOR SANITARY SEWERS MARCH 2008
7'
L
T_
NOT TO SCALE
MANHOLE FRAME AND COVER
SEE STD. PLAN 401
ADJUSTMENT RINGS (2" LAIN.)
SEE NOTE 6
MORTAR JOINT(5) (3/8" MIN.)
SEE NOTE 5
CONE (ECCENTRIC)
RUBBER GASKETED JOINTS IN
ACCOROMCE WITH ASTM C -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.
'A' 1 B' 'C' 'D' 'E'
48" MH 48" 6" MIN. 5 "MIN 24" MIN. 21" I.D.
54 MH 54 8" MIN. 5.5 MIN. 24' MIN. 24" I.D.
60" MH 1 60" 1 8" MIN. 1 6" MIN. 42" MIN. 30" I.D.
NOTES.
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 THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH 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 SURFACES, INCLUDING CHANNELING,
COATED (SEALED) PATH A HIGH SOLIDS URETHANE COATING; WASSER 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 PAVNG.
STD. PLAN - 400.1
14 PUBLIC WORKS STANDARD SANITARY MANHOLE
I DEPARTMENT
SEPTEMBER 2011
CAST IRON RING AND COVER
PIPE MATERIAL AS
BY THE ENGINEER
O
0\
O�
CO
PLUG TO BE SEALED
MAINSAME NER AS
SEWER JONTS.
6" OR 8° CLEAN -OUT DETAIL
NOT TO SCALE
LANE LINE
MARKING I 7P-8°
STANDARD VEHICLE WHEEL PATH
4.5'
MIN.
ACP CLASS* \
MIN. MIN.
6" CRUSHED
2" CLASS 'B' SURFACING TOP
COURSE
2" SAWCUT AND REMOVE EDGE OF PAVEMENT, -
OR GRIND, SEAL WITH EDGE OF CURB & GUTTER,
AR4000W OR CENTER OF LANE LINE
MIN.
CRUSHED ROCK, FLOWABLE FILL
OR AS REQUIRED BY ENGINEER
CONCRETE
CLASS 3000
4_3/4„
*MINIMUM ACP CLASS 'E' or 'B' SHALL S=3 6
PRINCIPAL /MINOR /COLLECTOR ARTERIAL STREETS & INDUSTRIAL or
ACCESS STREETS - 6" ACP CLASS 'E' or 'B'.
RESIDENTIAL ACCESS STREETS - 2" ACP CLASS 'E' or 'B'.
NOTE:
UPON REQUEST OF ENGINEER, NEW ROADWAY PAVEMENT
SECTION MAY BE DESIGNED USING AN APPROVED METHOD FOR TYPICAL LONGITUDINAL PATCH AND OVERLAY
DETERMINING PAVEMENT THICKNESS.
02 2DDS 1 M.'m NDIES 1 DCV OC
0] 20M DOME) NOTES DCVI 02
LAP RNKIrIN I RV IAPPR I
CHECKED FOR COMPLIANCE TO CITY STANDARDS
CITY OF RENTON
Approved by: Date:
Approved by: Date:
Approved by: Date:
Approved by: Date:
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
SEWER EXTENSION NOTES AND DETAILS
13414162ND AVE. S.E. - RENTON, WA
PARCEL NO. 359000-0050
�&�'® I DATE 6/10/13 IP E ND. LW OD-
CHECKED AS I SCAT F
APPRI DIRECTOR a R19I
Q
Z
m
0
Ld
U
m
NOTES.
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 THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH 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 SURFACES, INCLUDING CHANNELING,
COATED (SEALED) PATH A HIGH SOLIDS URETHANE COATING; WASSER 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 PAVNG.
STD. PLAN - 400.1
14 PUBLIC WORKS STANDARD SANITARY MANHOLE
I DEPARTMENT
SEPTEMBER 2011
CAST IRON RING AND COVER
PIPE MATERIAL AS
BY THE ENGINEER
O
0\
O�
CO
PLUG TO BE SEALED
MAINSAME NER AS
SEWER JONTS.
6" OR 8° CLEAN -OUT DETAIL
NOT TO SCALE
LANE LINE
MARKING I 7P-8°
STANDARD VEHICLE WHEEL PATH
4.5'
MIN.
ACP CLASS* \
MIN. MIN.
6" CRUSHED
2" CLASS 'B' SURFACING TOP
COURSE
2" SAWCUT AND REMOVE EDGE OF PAVEMENT, -
OR GRIND, SEAL WITH EDGE OF CURB & GUTTER,
AR4000W OR CENTER OF LANE LINE
MIN.
CRUSHED ROCK, FLOWABLE FILL
OR AS REQUIRED BY ENGINEER
CONCRETE
CLASS 3000
4_3/4„
*MINIMUM ACP CLASS 'E' or 'B' SHALL S=3 6
PRINCIPAL /MINOR /COLLECTOR ARTERIAL STREETS & INDUSTRIAL or
ACCESS STREETS - 6" ACP CLASS 'E' or 'B'.
RESIDENTIAL ACCESS STREETS - 2" ACP CLASS 'E' or 'B'.
NOTE:
UPON REQUEST OF ENGINEER, NEW ROADWAY PAVEMENT
SECTION MAY BE DESIGNED USING AN APPROVED METHOD FOR TYPICAL LONGITUDINAL PATCH AND OVERLAY
DETERMINING PAVEMENT THICKNESS.
02 2DDS 1 M.'m NDIES 1 DCV OC
0] 20M DOME) NOTES DCVI 02
LAP RNKIrIN I RV IAPPR I
CHECKED FOR COMPLIANCE TO CITY STANDARDS
CITY OF RENTON
Approved by: Date:
Approved by: Date:
Approved by: Date:
Approved by: Date:
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
SEWER EXTENSION NOTES AND DETAILS
13414162ND AVE. S.E. - RENTON, WA
PARCEL NO. 359000-0050
�&�'® I DATE 6/10/13 IP E ND. LW OD-
CHECKED AS I SCAT F
APPRI DIRECTOR a R19I
Q
Z
m
0
Ld
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CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
SEWER EXTENSION NOTES AND DETAILS
13414162ND AVE. S.E. - RENTON, WA
PARCEL NO. 359000-0050
�&�'® I DATE 6/10/13 IP E ND. LW OD-
CHECKED AS I SCAT F
APPRI DIRECTOR a R19I
Q
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13 +27
5- 368803
AS -BUILT DRAWING
CITY OF RENTON
E3EPARTMENT OF PUBLIC WORKS
AS -BUILT PAPE SEWER EXTENSION PLAN AND PRORLE
13414162ND AVE. S.E. - RENTON, WA.
PARCEL NO. 359000-0050
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Approved by:
Date:
CITY OF RENTON
E3EPARTMENT OF PUBLIC WORKS
AS -BUILT PAPE SEWER EXTENSION PLAN AND PRORLE
13414162ND AVE. S.E. - RENTON, WA.
PARCEL NO. 359000-0050
DESIGNED AS
DRAWN MFT3 PATE 6/10/13 FLE NO. UTA 03-
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KING COUNTY, WASHINGTON
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SANITARY SEWER NOTES AND SPECIFICATIONS
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COVER
CAST IRON RING &COVE R
(EAST JORDAN IRON WORKS WRAPPED A THE STUD AND
1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND
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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
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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
LINES ARE AS FOLLOWS:
DURING CONSTRUCTION.
VITRIFIED CLAY MAIN - CUT IN A NEW TEE USING FLEXIBLE
13-
COUPLINGS (FERNCO OR APPROVED EQUAL).
2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS
CONCRETE MAIN - CORE- DRILLED WITH A ROMAC SADDLE (OR
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ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE
PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN
APPROVED EQUAL).
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MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY.
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CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO
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AVOID DAMAGE OR DISTURBANCE.
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MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE
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TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
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ADVANCE OF BACKFIWNG ALL CONSTRUCTION.
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5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF
CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION
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SITE.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY
OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
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7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE
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PRECEDENCE OVER ALL OTHER PLANS.
S. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCT10
IS IN PROGRESS.
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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.
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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
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TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS
MUST EXTEND FOR ONE PIPE DIAMETER ON EACH S1DE OF THE PIPE OR TO THE SIDE OF
E4 3
THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS
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DESCRIBED.
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11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY
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SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS
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12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS,
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AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS
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UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT.
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REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS.
13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE
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SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE
COMPLETION OF CONSTRUCTION.
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14. ALL PIPE AND APPURTENANCES SHALL BE WD ON A PROPERLY PREPARED FOUNDATION IN
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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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15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D
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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.
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AS -BUILT SEWER EXTENSION NOTES AND DETAILS
A PORTION OF THE NE 1/4 OF SECTION 14, TOWNSHIP 23 N., RANGE 5 E., W.M.
KING COUNTY, WASHINGTON
60" ALLOWABLE MAX.
FOR CAST IRON PIPE
Oft DUCTILE IRON PIPE. 1:3Nf 0�, (N O
CO pO6 BLOV 25 P 2Y MIN SLOPE
HORIZONTAL
TLET TEE
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CONCRETE RI OCKINC. ANGIF TYPICAL SIDE SEWER ELEVATION
OF TEE AT MAIN OVER 25
ELEVATION
N GTE:
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,
PUBLIC WORKS STANDARD SIDE SEWER PLAN - 4010.1 DEPARTMENT INSTALLATION (SEWER MAIN TO PROPERTY LINE) �BTD.
SEPTEMBER 2011
BULTHOLES - 3 PECS
EQUALLY SPACED 120'
APART ON 23 1/16' (586mm)
MA R (SFF TFTATII
RE- rrN T
SEWER
COVER & FRAME
PROPERTY LINE
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C25nm1
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6" BUILDING SEWER PIPE
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COVER SECTION VIEW
60"
T MIN.
1 6" MIN.
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SURFACE CLEANOUT WITH
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(EAST JORDAN IRON WORKS WRAPPED A THE STUD AND
2975 OR APPROVED EQUAL, EXTENDED TO O THE HE TOP OF LEE STUD.
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SPECIFY "SEWER' ON LID.
SEE SM PLAN 403.1 FOR
G" S1DE SEWER AND BUILDING SEWER
INSTALLATION)
ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN
LINES ARE AS FOLLOWS:
A.
VITRIFIED CLAY MAIN - CUT IN A NEW TEE USING FLEXIBLE
COUPLINGS (FERNCO OR APPROVED EQUAL).
O.
CONCRETE MAIN - CORE- DRILLED WITH A ROMAC SADDLE (OR
APPROVED EQUAL).
C.
PVC MAIN - CORE- DRILLEO 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 (OR
APPROVED EQUAL)
E.
MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE
AT MANUFACTURED KNOCK -OUTS OR THE
STRUCTURE SHALL BE CORE DRILLED.
60" ALLOWABLE MAX.
FOR CAST IRON PIPE
Oft DUCTILE IRON PIPE. 1:3Nf 0�, (N O
CO pO6 BLOV 25 P 2Y MIN SLOPE
HORIZONTAL
TLET TEE
6" MIN. MAIN ZI MAIN
CONCRETE RI OCKINC. ANGIF TYPICAL SIDE SEWER ELEVATION
OF TEE AT MAIN OVER 25
ELEVATION
N GTE:
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,
PUBLIC WORKS STANDARD SIDE SEWER PLAN - 4010.1 DEPARTMENT INSTALLATION (SEWER MAIN TO PROPERTY LINE) �BTD.
SEPTEMBER 2011
BULTHOLES - 3 PECS
EQUALLY SPACED 120'
APART ON 23 1/16' (586mm)
MA R (SFF TFTATII
RE- rrN T
SEWER
COVER & FRAME
PLAN VIEW
'C'
I-� 25' DIA..1
'E'
1 [635mm]
1'
6" MIN.
C25nm1
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8 3/4'
L V2'
F---I- [2264nn]
1
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COVER SECTION VIEW
60"
26 112' DIA
C6J3mm1
25 1/4' DIA
[641mN 1 1/16'
6mm) DIA r 127mm]
ENE GASKET I
5/e• J 23 3 /B' DIA CL OPEN
16mm] C594mm]
27 5/16' DIA
C694mm]
34 1/8' DIA
1867nm]
FRAME SECTION VIEW
COVER BOTTOM VIEW
(3r ) MET SEC. (ALLEN
5 /8' -11 X 1.5 .5 SS SS
RUBBER WASHER
EON BOLTING DETAIL
1/4'
(film] 1 127wmT
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GASKET GROOVE DETAIL
NOTES
1. ALL COVERS SHALL BE LOCKING LID PER EAST
JORDAN IRON WORKS INC. No. 371701 OR EQUAL
2. USE FRAME AND COVER FOR STORM (SPECIFY
"DRAIN" ON COVER), SANITARY (SPECIFY
"SEWER "), OR WATER (SPECIFY "WATER ").
WORKS
PUBLIC MANHOLE FRAME AND COVER (-
DEPARTMENT
DECEMBER 2008
W (SEE NOTE 4) LIMITS OF PIPE ZONE
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BEDDING MATFRIAI_ FOR
SANITARY SEWER PIPE O.D. OF PIPE
(SEE NOTE 6)
FOUNDATION LEVEL
BEDDING FOR SANITARY SEWER PIPE
NOTES
1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
2. HAND TAMP UNDER HAUNCHES.
3. COMPACT BEDDING MATERIAL TO 957 MAX. DENSITY EXCEPT DIRECTLY
OVER PIPE, HAND TAMP ONLY.
4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY
SEWER SECTION OF THE STANDARD SPECIFICATIONS FOR TRENCH
WIDTH "W" AND TRFNCHING OPTIONS. THE PIPE ZONE WILL BE THE
ACTUAL TRENCH WIDTH.
5. TRENCH BACKFILL SHALL CONFORM TO "BACKFILLING" IN THE SANITARY
SEWER SECTION OF THE STANDARD SPECIFICATIONS, LXCEPI THAT
ROCKS OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER
SHALL NOT BE USED IN IHE 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 TO ENSURE FLOW
LINE 15 MAINTAINED,
PUBLIC WORKS PIPE BEDDING
DEPARTMENT FOR SANITARY SEWERS
7'
TL
I
NOT TO SCALE
STD. PLAN - 405
MARCH 2000
MANHOLE FRAME AND COVER
SEE STD. PLAN 401
ADJUSTMENT RINGS (2" LAIN.)
SEE NOTE 6
MORTAR JOINT(5) (3/8" MIN.)
SEE NOTE 5
CONE (ECCENTRIC)
RUBBER GASKETED JOINTS IN
ACCORDANCE WITH ASTM C -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.
NOTES
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 THE CASING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF
ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY. BRICKS SHALL BE STAGGERED TO CREATE A RUNNING
BOND OR 1/2 BOND. IHE USE OF SHIMS IS PROHIRGE1
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.
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.
PUBLIC WORKS BID. PLAN - 400.1
DEPARTMENT STANDARD SANITARY MANHOLE
SEPTEMBER 2011
RAISE -1/2" -
WIDE BORDER
1 -1
3/4" SQUARES SPACED - 3/4"
AS INDICATED - HT. 1/6"
1-1/2"
■
CAST IRON RING AND COVER
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
6' OR 8' CLEAN -OUT DETAIL
NOT TO SCALE
LANE LINE
MARKING
2" CLASS 'B'
2" SAWCUT AND REMOVE
OR GRIND, SEAL WITH
AR4000W
12"/
FIBE
PAC
45 °(1/8)
7, -B„
STANDARD VEHICLE WHEEL PATH
L 1'
MIN.
4.5'
MIN.
215'
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'.
PLUG TO SEALED
IN SAME MANNER AS
MAIN SEWER JOINTS.
ACP CLASS- \
MIN.
�6" CRUSHED
SURFACING TOP
COURSE
EDGE OF PAVEMENT, -
EDGE OF CURB & GUTTER,
OR CENTER OF LANE LINE
CRUSHED ROCK, FLOWABLE FILL
OR AS REQUIRED BY ENGINEER
CONCRETE
CLASS 3000
5- 368804
NOTE: A� '�DQ PATCN'eINV OVERLAY
UPON REQUEST OF ENGINEER, NEW ROADWAY PAVEMENT
SECTION MAY BE DESIGNED USING AN APPROVED METHOD FO
DETERMINING PAVEMENT THICKNESS.
CITY OF RENTON
Approved by: Date:
04 WKS 1 "MIRED NOTES OCV OC
1.7/2004 MWITIEO NOTES Ocv cz
DATF I I RY IAPPR I
Approved by: Date:
CHECKED FOR COMPLIANCE TO CITY STANDARDS
Approved by:
Date:
Approved by: Date:
CITY OF RENTON
01EPARTMENT' OF PUBLIC WORKS
AS-BUILT SEWER EXTENSION NOTES AND DETAILS
13414162ND AVE. S.E. - RENTON, WA
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6" MIN.
5 °MIN
24" MIN.
21" LD.
54" MH
54"
8" MIN.
5.5 MIN.
24" MIN.
24" I.D.
60" MH
60"
T MIN.
1 6" MIN.
1 42" MIN.
1 30" I.D.
NOTES
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 THE CASING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF
ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY. BRICKS SHALL BE STAGGERED TO CREATE A RUNNING
BOND OR 1/2 BOND. IHE USE OF SHIMS IS PROHIRGE1
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.
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.
PUBLIC WORKS BID. PLAN - 400.1
DEPARTMENT STANDARD SANITARY MANHOLE
SEPTEMBER 2011
RAISE -1/2" -
WIDE BORDER
1 -1
3/4" SQUARES SPACED - 3/4"
AS INDICATED - HT. 1/6"
1-1/2"
■
CAST IRON RING AND COVER
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
6' OR 8' CLEAN -OUT DETAIL
NOT TO SCALE
LANE LINE
MARKING
2" CLASS 'B'
2" SAWCUT AND REMOVE
OR GRIND, SEAL WITH
AR4000W
12"/
FIBE
PAC
45 °(1/8)
7, -B„
STANDARD VEHICLE WHEEL PATH
L 1'
MIN.
4.5'
MIN.
215'
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'.
PLUG TO SEALED
IN SAME MANNER AS
MAIN SEWER JOINTS.
ACP CLASS- \
MIN.
�6" CRUSHED
SURFACING TOP
COURSE
EDGE OF PAVEMENT, -
EDGE OF CURB & GUTTER,
OR CENTER OF LANE LINE
CRUSHED ROCK, FLOWABLE FILL
OR AS REQUIRED BY ENGINEER
CONCRETE
CLASS 3000
5- 368804
NOTE: A� '�DQ PATCN'eINV OVERLAY
UPON REQUEST OF ENGINEER, NEW ROADWAY PAVEMENT
SECTION MAY BE DESIGNED USING AN APPROVED METHOD FO
DETERMINING PAVEMENT THICKNESS.
CITY OF RENTON
Approved by: Date:
04 WKS 1 "MIRED NOTES OCV OC
1.7/2004 MWITIEO NOTES Ocv cz
DATF I I RY IAPPR I
Approved by: Date:
CHECKED FOR COMPLIANCE TO CITY STANDARDS
Approved by:
Date:
Approved by: Date:
CITY OF RENTON
01EPARTMENT' OF PUBLIC WORKS
AS-BUILT SEWER EXTENSION NOTES AND DETAILS
13414162ND AVE. S.E. - RENTON, WA
PARCEL NO.359OW -0050
DEmmm AS
_ DATE 6/10/13 -LE NO. LW Do-
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