HomeMy WebLinkAboutS-366003HULTHALES - 3 PLCS
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COVER $ FRAME
W PLAR VIEW
Lu 25' DIA�I
1635MO l 3' 31 BLT SDC. (ALLEN HEAD)
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SS
09. RUBBER WASHER
' 8 3/4' 2 1
00 BBZmm7 TYP E64mm)
W
Z COVER SECTION VIEW
0 EON BOLTING DETAIL
co 26 1/2• DIA
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25 1/4' DIA L4,
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L4' (6mN
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Ctsmma 1594mm7 GASKET GROOVE DETAIL
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34 1/8' DIA
E867mm) NQ=,
FRAME SECTION VIEW t. ALL COVERS SHALL BE LOCKING LID PER EAST
JORDAN IRON WORKS INC. No. 3717C1 OR EQUAL.
2, USE FRAME AND COWER FOR STORM (SPECIFY
"DRAIN" ON COVER), SANITARY (SPECIFY
"SEWER "), OR WATER (SPECIFY "WATER").
9� 4 PUDLEC WORKS SM. PLAN - {01
MSS DEPARTMENT MANHOI.t FRAMR AND COVER
DECEMBER 2008
FOUNDATION LEVEL B
(CLASS B, C, D, DESIGN)
BEDDING FOR RIGID PIPE
I- W (SEE NOTE 4) LIMITS OF PIPE ZONE
1,-0„
BEDDING CLASS DESIGN
SEAL WITH AR 4000 OR
CLASS A
CLASS B
APPROVED EQUAL AND DRY
CLASS D
CLASS F
SAND AFTER PATCHING
NOTE 4)
LIMITS OF PIPE ZONE
PATCHED AREA
PROVIDE UNIFORM SUPPORT UNDER BARREL
I - ---
A A
1/4 O.D.
1/2 O.D.
COVER
ZERO
O.D.
PLAN
(SEE NOTE 50
1/2 O.D.
NIS
k.
2.
1 -0 DIA. - -{ T ASPHALT CLASS °8'
APPROVED BY
SEE SMD PLAN 401ND
"OUTSIDE
IFAS
THE
THE ENGINEER.
RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS.
``
CONCRETE CLASS C
24"
ADJUSTMENT RINGS (2" MIN.)
3.
COMPACT BEDDING MATERIAL TO 95X. MAX. DENSITY EXCEPT DIRECTLY OVER PIPE.
�.
4" CONCRETE
72"
MAX
SECTION A -A
SEE NOTE 6
(SEE NOTE 8)
ME>Es
REMOVE PAVEMENT AND BASE MATERIALS FOR A DISTANCE
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH 'STANDARD SPECIFICATIONS FOR
WadCH 6 ECOAL TQ THE DIAMETER OF THE FRAME PUS TWO FFET:
ADJUST CASINO FRAME TO PAVEMENT SURFACE USNG RISER MM OR
MORTAR JOINTS) (3/8" MIN.)
CONCRETE BLOCK$ PER SM. PLAN 400.1.
4.
SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION
REPLACE ALL BUT TOP 2" OF E VAXD MATERMI. VAIN
FOUNDATION LEVEL
CLSS WAD CONCRETE (3/4). FIMW PAVEMENT SURFACE
IC
WM S" OF ASPHALT CLASS "B• OR AS.APPROVEO HV
THE ENGINEER.
t
PUBLIC WORKS
4 I.
TYPICAL UTIUTV COWER
ADJU1fTMaT FOR
STD. NAN - ODA
CONE (ECCENTRIC)
DEPARTMENT
ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S
BEDDING. THE MINIMUM CONCRETE WIDTH SHALL BE 1 -1/2 I.D. + 18
PAVIMENT OR OVERLAY
DECEMBER 2010
RUBBER GASKETED JOINTS IN
FOUNDATION LEVEL B
(CLASS B, C, D, DESIGN)
BEDDING FOR RIGID PIPE
I- W (SEE NOTE 4) LIMITS OF PIPE ZONE
1,-0„
BEDDING CLASS DESIGN
DIMENSION
CLASS A
CLASS B
NOTES:
CLASS D
CLASS F
W (SEE
NOTE 4)
LIMITS OF PIPE ZONE
1.
PROVIDE UNIFORM SUPPORT UNDER BARREL
I - ---
BACKFILL MATERIAL
1/4 O.D.
1/2 O.D.
1/8 O.D.
ZERO
O.D.
C
(SEE NOTE 50
1/2 O.D.
1/8 O.D.
k.
2.
HAND TAMP UNDER HAUNCHES.
SEE SMD PLAN 401ND
RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS.
CONCRETE CLASS C
24"
ADJUSTMENT RINGS (2" MIN.)
3.
COMPACT BEDDING MATERIAL TO 95X. MAX. DENSITY EXCEPT DIRECTLY OVER PIPE.
72"
MAX
HAND TAMP ONLY.
SEE NOTE 6
(SEE NOTE 8)
2.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH 'STANDARD SPECIFICATIONS FOR
. _F
MORTAR JOINTS) (3/8" MIN.)
4.
SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION
FOUNDATION LEVEL
IC
OF THE STANDARD SPECIFICTATIONS FOR TRENCH WIDTH "W' AND TRENCHING OPTIONS.
/
t
THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH, EXCEPT FOR CLASS A
".
CONE (ECCENTRIC)
3.
ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S
BEDDING. THE MINIMUM CONCRETE WIDTH SHALL BE 1 -1/2 I.D. + 18
RUBBER GASKETED JOINTS IN
RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE.
( CLASS
A DESIGN )
r
5.
TRENCH BACKFILL SHALL CONFORM TO "BACKFILUNG SEWER TRENCHES" IN THE
ACCORDANCE WITH ASTM C -443
4.
SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS
2'k 4" STUD MARKER POST PAINTED
WHITE WITH THE WOR "SEWER" STENCILED
PROPERTY LINE
6 -1 /2"
STEPS - POLYPROPYLENE STEPS
SHALL BE INCLUDED
OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE
AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE.
IN 3' HIGH BLACK LETTERS AND N WARE
- - WRAPPED AROUND THE STUD AND
BACKFILL MATERIAL
W SEE
(
NOTE 4 )
LIMITS OF PIPE ZONE
6.
SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE
STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS.
7' MIN.
BACKFILL MATERIAL
_f
7.
SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECTION OF
(SEE NOTE 5)
12
6'
STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS.
FUTURE
6.
B.
BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW LINE IS
y
BEDDING MATERIAL
��
MAINTA ST
FOR RIGID PIPE
- -
-
J-
(SEE NOTE 6)
7.
A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
i I
FOUNDATION LEVEL B
(CLASS B, C, D, DESIGN)
BEDDING FOR RIGID PIPE
I- W (SEE NOTE 4) LIMITS OF PIPE ZONE
1,-0„
BEDDING MATERIAL • A = 4" MIN. 27" I.D. AND UNDER
FOR FLEXIBLE PIPE 6" MIN. OVER 27" I.D.
(SEE NOTE 7) PIPE BEDDING FOR SANITARY SEWER
FOUNDATION LEVEL ADOPTED
CITY or BENT'ON
A
coh",
STANDARD PLANS
/rn ncc c nrrnru\ I8T DATE: 4/97 97
BEDDING CLASS DESIGN
DIMENSION
CLASS A
CLASS B
CLASS C
CLASS D
CLASS F
A
4" MIN.
1/41.D.
12" MAX.
•
•
ZERO
I - ---
B
1/4 O.D.
1/2 O.D.
1/8 O.D.
ZERO
O.D.
C
3/4 O.D.
1/2 O.D.
1/8 O.D.
O.D.
-
BEDDING MATERIAL • A = 4" MIN. 27" I.D. AND UNDER
FOR FLEXIBLE PIPE 6" MIN. OVER 27" I.D.
(SEE NOTE 7) PIPE BEDDING FOR SANITARY SEWER
FOUNDATION LEVEL ADOPTED
CITY or BENT'ON
A
coh",
STANDARD PLANS
/rn ncc c nrrnru\ I8T DATE: 4/97 97
o7 PIPE BEDDING FOR SANITARY SEWER
\..-,.,... ..�..,..,.,
4497
I 60" MH
�A'
'B'
�Y
'D'
BEDDING FOR FLEXIBLE PIPE
DWG. NAME: BW18C SP PAGE: 8077
2-21 -91
ReMeed notes. 4,5.7.& & Added note B
KJ
I - ---
DATE
REVISION
BY
APPR
COVER
I .
o7 PIPE BEDDING FOR SANITARY SEWER
I
SEWER GENERAL NOTES
MIX
CONCRETE /P *Ny �pt+OG,K \TUG B. CONCRETE MAIN - CORE - DRILLED WITH ROMAC SADDLE
I BLOCKING d' M \N 25 -y5 WC,HpE�'eV C. PVC MAIN-CORE-DRILLED EQUAL) (OR APPROVED EQUAL).
CAN 2% MIN SLOPE
UTWN H EWMTEE U LNG RIGD COUPU cs
I 60" MH
�A'
'B'
'C'
'D'
'E'
I
N�
COVER
I .
ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY
65' MIN.
42" MIN.
30" I.D.
6"
SEE SMD PLAN 401ND
RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS.
24"
ADJUSTMENT RINGS (2" MIN.)
72"
MAX
SEE NOTE 6
2.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH 'STANDARD SPECIFICATIONS FOR
. _F
MORTAR JOINTS) (3/8" MIN.)
MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN
'D'
SEE NOTE 5
PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS.
CONE (ECCENTRIC)
3.
ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S
RUBBER GASKETED JOINTS IN
RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE.
,C,
ACCORDANCE WITH ASTM C -443
4.
CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION
2'k 4" STUD MARKER POST PAINTED
WHITE WITH THE WOR "SEWER" STENCILED
PROPERTY LINE
6 -1 /2"
STEPS - POLYPROPYLENE STEPS
SHALL BE INCLUDED
AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE.
IN 3' HIGH BLACK LETTERS AND N WARE
- - WRAPPED AROUND THE STUD AND
2E
EXTENDED TO THE TOP OF THE STUD.
7' MIN.
5.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
b
12
•q•
CONCRETE RISER BY PIPE INC.,
OR APPROVED EQUAL
FUTURE
6.
PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT, SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS.
6" BUILDING SEWER PIPE
y
BUILDING SEWER
- - - - -
- -
-
J-
7.
A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
i I
12' (mm)
MAX. PIPE SIZE - 'E'
8.
THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE
TEE WITH 6" SIDE OUTLET
6 "x6 "x6" WYE WITH A
-�
LADDER- POLYPROPYLENE
SHALL BE ATTACHED TO MANHOLE
SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL
6" SIDE SEWER AND BUILDING SEWER
w '
SURFARON RINGOUTCWTH
'
CONCRETE SHELF
ENGINEER OR LICENSED PROFESSIONAL SURVEYOR.
&
rc
(EAST JORDAN IRON WORKS
'
& I
2975 OR APPROVED EQUAL,
H
9.
BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE
SPECIFY °SEWER' ON UD,
1X.
PRECAST BASE SECTION
OR CAST IN SHELF.
AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO
SEE STD. PLAN 403.1 FOR -
INSTALLATION)
L
/ `• :�`A �.
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.
60" ALLOWABLE MAX.
FOR CAST IRON PIPE
ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS
TO MAIN UNES ARE AS FOLLOWS:
,'�x .,H;'.,.;.:::'•
'
_�(
/,m \ OR DUCTILE IRON PIPE.
/X��S A. VITRIFIED CLAY MAIN-CUT IN ANEW TEE USING FLEXIBLE XIB eI Y
NOT TO SCALE
I
TU BACKFILLED WITH CRUSHED ROCK AND UTILITY ECHANICALLY COMPACTED. TRAVELED CUTSNTO ROADWAY SHALL BE
ASPHALT
IN A CONTINUOUS
PLACED WITH NA10 DAYS AND HALL BE PER CITY OFNRENTON PERMANENT
CURR NAT STANDARDS. RDSTCHMSHALB BE
MIX
CONCRETE /P *Ny �pt+OG,K \TUG B. CONCRETE MAIN - CORE - DRILLED WITH ROMAC SADDLE
I BLOCKING d' M \N 25 -y5 WC,HpE�'eV C. PVC MAIN-CORE-DRILLED EQUAL) (OR APPROVED EQUAL).
CAN 2% MIN SLOPE
UTWN H EWMTEE U LNG RIGD COUPU cs
I 60" MH
�A'
'B'
'C'
'D'
'E'
I
N�
60n
8" MIN.
65' MIN.
42" MIN.
30" I.D.
6" SIOE OUTLET TEE
HORIZONTAL D. DUCTILE IRON MAIN -CORE- DRILLED WITH ROMAC SADDLE
NOTES:
11. DATUM SHALL BE CITY OF RENTON, 1988 NAVD. (OR APPROVED EQUAL).
SEWER MAIN SEWER MAIN 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS.
12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE 6" MIN. E. MANHOLE CONNECTION -ALL CONNECTIONS TO MANHOLES SHALL 2. STEPS ARE TO BE IN PUCE BEFORE MANHOLE SECTIONS ARE INSTALLED.
CONCRETE BLOCKING ANCLL BE AT MANUFACTURED KNOCK -OUTS OR THE 3. CASTING SHALL BE PER STD. PLAN 401.
SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION STRUCTURE SHALL BE CORE - DRILLED. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE
5. ALL JOINTS BETWEEN THE CONE, RIDE RINGS, BRICKS AND CASTING SHALL BE GROUTED.
13. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ELEVATION 6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF
ACCORDANCE WITH SECTION 7 OF THE CURRENT STATE OF WASHINGTON STANDARD NOTE:
ADJUSTMENT 2RBOND BRICKS TH I AND OF SHRHIMR I��OH�RITEM SHALL BE STAGGERED TO CREATE A RUNNING
SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING UNLESS OTHERWASE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING,
OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. COATED (SEALED) WIN A HIGH SOUDS URETHANE COATING; WASSER MC- AROSHIELD OR
COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF 8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE EWITH ASTM C -443.
THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE
PEA GRAVEL 6" ABOVE AND BELOW THE PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR
STANDARD APPROVED EQUAL SIDE SEWER INSTALLATION 11. A UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM O A AND A MAXIMUM OF
14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, STIR 35, OR DUCTILE IRON CLASS 50. (SEWER MAIN TO PROPERTY L I NE) ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER R CONCRETE RINGS POURED AT GRADE.
IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
15 FINISHED GRADE. AR IN PAVED HAREA, COVER ENMUSTNSLOPE6INNALL AND
DIRECTONS TO I MATCH PAVING. STD. PLAN - 406.1 STD. PLAN - 400.1
S=3 66003 STANDARD SANITARY MANHOLE September 2011
OFFE ENGINEERS L " "L "QF
�:,,'� r• ��SURVEYED , �„,,, 5859 NE 8th STREET 11 /12/2012
•5 SCALE CI_TY OF
13932 SOUTHEAST 159TH PLACE D.L. OFFE, P.E. SIERRA HOMES INC. Fle""
RENTON, WASHINGTON 98058 1wu RENTON
SEWER PLAN /PROFILE
D.L. OFFER, P.E. NwnxG xN
PHONE: 425-260-3412 G / S " Z ATNNCH DATUM
Planning /Building /Public Works Dept.
CONTACT: DARRELL OFFER, P.E. /O..• .
NAL
NO. REVISION BY DATE APPR Wd'"E'" Y 3 of: 3
,PmeaTa MRLF.
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