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FUTURE
BUILDING SEWER
W'I
'NS STENCIL ON SIDE WORDING
o SEWER" WITH 3" HIGH BLACK
LETTERS AND }6 WIRE WRAPPED
6" SIDE SEWER AND BUILDING SEWER AROUND THE STUD AND EXTENDED
TO THE TOP OF THE STUD.
UNLESS 0771ERVASE APPROVED BY THE CITY MAKE TAP THROUGH CAST
IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS 57EEL BANDS
WHEN CONNEC77NG NEW SIDE SEWERS TO EXISTING MAIN.
W77?lF7ED CLAY, PLAIN AND REINFORCED CONCRETE, D7 PIPE AND C1
PIPE SEWER MAINS ARE TO BE CORE DRILLED
60" ALLOWABLE MAX i UNLESS OTHERWISE SHOWN ON PLAN, SIDE
p5
[FOR AST IRON PIPE 'M°G SEWER SHALL HAVE AMIN /MUM 25 COVER
CONCRETE P�.5 CTILE IRON PIPE PNOLEO aGKWN AT PROPERTY LINE OR 3 -5' LOWER THAN
\ 774E LOWEST HOUSE ELEVATION, WHICHEVER
BLOCKING MPX'GF IS LOWER.
GO 2R MIN SLOPE
�6'" SIDE OUTLET TEE HORIZONTAL
6" MIN. r
SEWER MA /N SEWER MAIN
CONCRETE BLOCKING ANGLE TYPICAL SIDE SEWER ELEVATION
OF TEE AT MAIN OVER 25 ELEVATION
STANDARD SIDE SEWER INSTALLATION DETAIL
NOT TO SCALE CITY OF RENTON DWG. NAME, BR39
SP PAGE: B078
SANITARY SANITARY SEWER MANHOLES SHALL HAVE
ALL INTERIOR SURFACE$ INCLUDING CHANNELING,
COATED (SEALED) WITH A HIGH SOLIDS URETHANE
COATING, • WASSER MC- CONSEAL OR APPROVED
EQUAL; COLOR OF COATING SHALL BE WHITE
SANITARY MANHOLE TYPICAL DETAIL
NOT TO SCALE CITY OF RENTON DWG. NAME: BR28
SP PAGE.. B071
SW 1/4, NE 1/4 SEC. 15, TWP. 23 N., RGE. 5 E., W.M.
3 4" SQUARES SPACED - 314
AS INDICATED - HT. 1 8
RAISE -1/2"
WIDE BORDER
1 -1/4
CASI
PIPE M
BY THI
SANITARY SEWER CLEANOUT DETAIL
NOT TO SCALE CITY OF RENTON DWG. NAME.. BWIBB
SP PAGE. B076
2
h
EX. SSMH 8858
N07E•
N
MJ TEE AND BEND
SHALL HAVE RESTRAINT
JOINTS
y
£X. 12" IE 390.07 (OUT) 2
112- D/A BLIND FLANGE AS DAM
-8" Of TEE (MJ)
NEW 8" (IN)
KOR -N -SEAL CONNECTOR
CORE DRILLED
5/8" ANCHOR BOLTS
RELW- STAINLESS STEEL
CLAMPING BRACKETS OR
8" 91
4" MAX.
CHANNELIZE SHELF
MIN. 2 DEEP
0
El=-*---;;_ o , o•0 8" lE 390.82
00 0 o O Oo
1. R P TEE TO BE INSTALLED MINIMUM OF 3' BELOW CONE SECTION
2 INSIDE DROP MANHOLE SHALL BE INSTALLED ONLY WHERE APPROVED BY THE CITY
J. INSIDE DROP IS ONLY ALLOWED ON EXIS77NG MANHOLES
4. CORE DRILL OPENINGS FOR NEW PIPE.
5. RECHANNEL BASE WITH 3000 PSI CONCRETE. HEIGHT OF CHANNELS SHALL BE
NO LESS THAN 314 OF PIPE DIAMETERS
6. REL/NER STAINLESS STEEL ADJUSTABLE CLAMPING BRACKETS OR APPROVED EQUAL
SHALL BE INSTALLED WITHIN 6" OF B0774 BELL AND SPIGOT ENDS OF EACH DROP
PIPE. IF DROP PIPE LENGTH EXCEEDS 5 FEET THEN CENTER STRAPS SHALL BE
INSTALLED WITH A MINIMUM SPACING OF 4 FEET ON CENTER. BRACKETS SHALL BE
ATTACHED U77LIZING STAINLESS 57EEL EXPANSION BOLTS MIN. 2 EACH AT
CONNECTION POINTS
INSIDE DROP SANITARY MANHOLE DETAIL
NOT TO SCALE
SANITARY SEWER N07ES AND SPECHICAMN2
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND
7. IT SHALL BE THE RESPONS /B /UTY OF THE CONTRACTOR TO OBTAIN STREET
SPECIFICATIONS OF THE CITY OF RENTON AND THE LATEST EDITION OF
USE AND ANY 07HER RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
THE WSDOT/APWA STANDARDS At. "0 SPECIFICATIONS
. PLANS APPROVED BY THE CITY OF RENTON, DEVELOPMENT SERVICES
2. THE HOURS. OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE -TED TO
DIWS /ON, SHALL TAKE PRECEDENCE OVER ALL 07HER PLANS
8:30 AM TO J30 PM ON WEEKDAYS UNLESS 07HERMSE APPROVED IN
WRITING BY THE TRANSPORTATION DIVISION AT -6222 ALL STREET
CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE
9. A COPY OF THESE APPROVE D PLANS MUST BE ON TIif JOB SITE WHENEVER
CONSTRUCTION IS IN PROGRESS
TRANSPORTATION D1001" 24 HOURS IN ADVANCE. THE POLICE
DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS
70. THE CONTRACTOR SHALL PROND£ THE CITY OF RENTON WITH AN AS -BUILT
IN ADVANCE.
ORA WING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND
SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED
J. ALL CONSTRUCTION SHALL BE /N ACCORDANCE WITH THE STANDARD
SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED
PROFESSIONAL SURVEYOR.
BY WASHINGTON STATE CHAPTER AMER /CAN PUBLIC WORKS ASSOCIATION,
LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPEC/FICA ]IONS.
11. BACKFlLL SHALL BE PLACED EQUALLY ON 807H 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
4. ALL LOCATIONS OF EXISTING UTIU77ES SHOWN ARE APPROXIMATE AND IT
DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND
CORRECT LOCA17ON SO AS TO AVOID DAMAGE OR DISTURBANCE.
DIAMETER ON EACH SIDE OF THE PIPE OR TO 774E SIDE OF THE TRENCH.
MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS
DESCRIBED.
5. A PRECONSTRUC77ON CONFERENCE AND A 24 -HOUR NOTICE SHALL BE
REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE
12. OPEN CUT ROAD CROSSINGS FOR U77UTY TRENCHES ON EXISTING TRAVELED
CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY PERMI7S PRIOR
TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A
ROADWAY SHALL BE BACKFILLED NTH CRUSHED ROCK AND MECHANICALLY
COMPACTED. CUTS INTO THE EXIS77NG ASPHALT SHALL BE NEATLWE CUT
REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE
WITH SAW IN A CONTINUOUS LINE A TEMPORARY MIX PATCH MUST BE
CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY INSPECTOR 24 HOURS
IN ADVANCE OF BACKILLING ALL CONSTRUCTION.
PLACED IMMEDIATELY AFTER BACKFlLL AND COMPACTION. A PERMANENT
HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER
CITY OF RENTON CURRENT STANDARDS
6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS METHODS AND
SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND
OTHERS ON THE CONSTRUCTION SITE.
in
1 12" WEB 8 PL.
" 3 /B"
D PATTERN EGRAL ON TOP
-1 4" of 24.,
C14"
--I �1 -1/4"' 17
2J-114"
OOD _ 33 -1 4"
7" SEAT SECT /ON A -A
FRAME /NON - LOCKING) COVER INON- LOCKING/
FOR iI N.C. x 1-1/4" 518"
A S.S. SOC 740. CAP SCREW (3 REQ D.) Lr / /
B TYPICAL NON -SKID
112" (TYP) 0-
(T YP) A -10 PATTERN �jI -� �_-- 2 -1/2 "• L2•.
1 8'" 0 0e0�g B I 25„
(T
SECTION B -B
2" RAISED LETTERS AS
RED D. SEE NOTE No.3 BELOW
UNDERSIDE SHOWN FOR CLARITY
314" CORE (TIP.) ON 23" B.C.
DRILL AND TAP 5 8 "-if N.C. 1 -112" CORE(TYP.) (LOCKING)
ON 23 " B.C.(TYP. 3 PL) N07ES,
FRAME /LOCKING) COVER 1. FOR NON - LOCKING USE OLYMPIC FOUNDRY No. MH 30 OR EQUAL.
2. FOR LOCKING LID USE OLYMPIC FOUNDRY No. MH 30 D/T OR EQUAL.
J. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN' ON COVER),
SANITARY (SPECIFY "SEWER"), OR WATER (SPECIFY "WATER').
MANHOLE FRAME AND COVER DETAIL
NOT TO SCALE CITY OF RENTON DWG. NAME, BR29
SP PAGE: 8074
W (SEE NOTE 4) W SEE NOTE 4 I LIMITS OF PIPE ZONE
I UM /7S OF PIPE ZONE
BACKRLL MATERIAL
SEE NO7E 5
CONCRETE CLASS C BEDDING MATERIAL
(SEE NOTE 8 C FOR FLEXIBLE PIPE B
FOUNDATION LEVEL (SEE NOTE 7)
° jDESIQ1 FOUNDATION LEVEL
B A
(CLASS A
w sEE N07E 4 !CLASS F DESIGN/
LIMITS OF PIPE ZONE BEDDING FOR FLEXIBLE PIPE
BACKFlLL MATERIAL
SEE ..07E 5
BEDDING MATERIAL A,6
FOR RIGID PIPE NO TES,
(SEE N07E 6) 1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
FOUNDATION LEVEL - --��1r e- --�TTL 2. HAND TAMP UNDER HAUNCHES
L" B J. COMPACT BEDDING MATERIAL TO 95R MAX. DENSITY EXCEPT DIRECTLY OVER PIPE.
JJJ... HAND TAMP ONLY.
/CLASS S. C. D. DESIGN/ 4. SEE 'EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SEC77ON
BEDDING FOR RIGID PIPE OF THE STANDARD SPEC/FlCTA77ONS FOR TRENCH WIDTH 'W" AND TRENCHING OPTIONS.
THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH, EXCEPT FOR CLASS A
BEDDING THE MIN /MUM CONCRETE WIDTH SHALL BE 1 -112 I.D. + 18 ".
BEDDING CLASS DESIGN 5. TRENCH BACKFILL SHALL CONFORM TO 'BACKFILUNG SEWER TRENCHES" IN THE
DIMENSION CLASS A CLASS B CLASS C CLASS D CLASS F SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS
OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE
4"1 BACKFlLL MATERIAL.
A 1/4 I.D. �° 6. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE
12" MAX STANDARD SPECIF7CA77ONS FOR THE MATER /AL SPECIFICATIONS.
B 114 as 111 a0. 118 aD. MRO O.D. 7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN 774E AGGREGATES SECTION OF
STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS.
C 314 aD. 112 D.D. 118 aD. aD. - R. PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW LINE IS
MAINTAINED.
' A = 4" MIN. 27" I.D. AND UNDER
6" MIN OVER 27" ID. PIPE BEDDING FOR SANITARY SEWERS
NOT TO SCALE CITY OF RENTON DWG. NAME. BWl8C
SP PAGE.- B077
13 DATUM SHALL BE CITY OF RENTON, NAD 1983/1991 & NAW 1988.
14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR 07HERMSE
STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE
PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF
CONS7RUC77ON.
15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERTY PREPARED
FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT
STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE
TRENCH BOTTOM OR THE TOP OF THE OF THE FOUNDATION MATERIAL AS
WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO
UNIFORM GRADE SO THAT THE EN77RE LENGTH OF THE PIPE WILL BE
SUPPORTED ON A UNIFORMLY DENSE UNWELDING BASE. PIPE BEDDING
SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE
16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER
GASKETEn ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50.
17. IN UNIMPROVED AREAS MANHOLE TO EXTEND MINIMUM 6 INCHES AND
MAXIMUM 18 INCHES ABOVE FINISHED GRADE. IN PAVED AREAS, COVER
MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
FR rA- I1
54,33400S
Checked for /Compliance to City Standards
02007 TRIAD ASSOCIATES
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FOIST SDBMAL DATE: 7119105
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EXPIRES: 3/19/0a
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ASSOCIATES
12172115.. Ave. NE
Kirkland, WA 98034 -8923
425.821.8448
425.821.3481 fax
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FOIST SDBMAL DATE: 7119105
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