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3' MIN.
6" BUILDING SEWER PIPE
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TEE WITH 6" SIDE OUTLET J
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6" SIDE SEWER AND BUILDING SEWER
PROPERTY LINE
6'
FUTURE
BUILDING SEWER
k 4" STUD SERVICE
'HINT UPPER PORT70N WHITE
;NS STENCIL ON SIDE WORDING
SEWER" WITH 3" HIGH BLACK
ETTERS. AND 16 WIRE WRAPPED
;ROUND THE STUD AND EXTENDED
'_0 THE TOP OF THE STUD.
UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
WHEN CONNECTING NEW SIDE SEWERS TO EXIS77NG MAIN.
VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE D1 PIPE AND Cl
PIPE SEWER MAINS ARE TO BE CORE DRILLED
60" ALLOWABLE MAX. uj UNLESS OTHERWISE SHOWN ON PLAN, SIDE
FOR CAST IRON PIPE
1: J. 5 MIX
CONCRETE
SEWER SEWER SHALL HAVE A MINIMUM 2.5' COVER
�! OR DUCTILE IRON PIPE. ��E QGK AT PROPERTY LINE OR 3-5' LOWER THAN
�THE
BLOCKING
LOWEST HOUSE ELEVA770N, WHICHEVER
r6"SIDE
MPNGRE !S LOWER.
CO 2X MIN SLOPE
OUTLET TEEHORIZONTAL6"
MIN.
SEWER MAIN
MAIN
CONCRETE BLOCKING ANGLE TYPICAL SIDE SEWER ELEVATION
H
A
OF TEE AT MAIN OVER 25 ELEVATION
Nd
STANDARD SIDE SEWER INSTALLATION DETAIL
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NOT TO SCALE CITY OF RENTON DWG. NAME: BR39
SP PAGE. B078
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P.
CAS77NG INLAND FDRY
OR EQUAL. PT1714
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SEE DETAIL 5.1.4.
6"
ADJUSTMENT (4" MIN.)
25"
12" MAX.
TCONE
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21 " I MORTAR JOINTS
" MIN.
6-1/2"
7' MIN.
48"
OR APPROVED EQUAL.
12" (TYP)
MAX. PIPE SIZE - 21 " I.D.
LADDER -STD. ALUMINUM
OR GALVANIZED STEEL
MORTAR
s
FILLET
De CONCRETE SHELF
a " PRECAST BASE SECTION
OR CAST IN SHELF.
6" MIN.
� DP
I
D
-- 6" MIN. NOTE,
SANITARY SEWER MANHOLES SHALL HAVE
ALL INTERIOR SURFACES, INCLUDING CHANNELING,
COATED (SEALED) WITH A HIGH SOLIDS URETHANE
COA77NG; 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
PORTION OF SW 1/4, NE 1/4 SEC. 15, TWP. 23 N., RGE. 5 E., W.M.
J�4" SQUARES SPACED - 3 4"
AS /ND/CATED -HT 1/8"
❑ El
�1/2" 2'
❑❑❑❑❑ _
❑ } cnnlr.RFTF
RA/SE-
WlDE B!
SANITARY SEWER CLEANOUT DETAIL
NOT TO SCALE CITY OF RENTON DWG. NAME: BW18B
SP PAGE. B076
1/2" DIA BLIND FLANGE AS DAM
2 8" DI TEE (MJ)
NEW 8" (IN)
EX. SSMH 8858
KOR-N-SEAL CONNECTOR
CORE DRILLED
NOTE.' N
MJ TEE AND BEND Z
JSHALL
OINTS HAVE RESTRAINT ¢ 5/8" ANCHOR BOLTS
1�__RELINPEIR STAINLESS STEEL A
-+ CLAMNG BRACKETS OR AP
EX. 12" !E 390.07 (OUT) p
Z 8" DI
4" MAX.
8"x90' BEND MJxPE
ENCASE IN CONCRETE
a ° s CHANNELIZE SHELF
MIN. 2" DEEP
oO o o a o� c� eca 8" IE 390.82
0 000 0 o O Oo
NOTES•
1. DROP TEE TO BE INSTALLED M/NIMUM OF 3' BELOW CONE SECTION
2. INSIDE DROP MANHOLE SHALL BE INSTALLED ONLY WHERE APPROVED BY 7HE CITY
J. INSIDE DROP /S ONLY ALLOWED ON EXISTING MANHOLES.
4. CORE DRILL OPENINGS FOR NEW PIPE.
5. RECHANNEL BASE Wl7H 3000 PSI CONCRETE HEIGHT OF CHANNELS SHALL BE
NO LESS THAN 3/4 OF PIPE DIAMETERS.
6. RELINER STAINLESS STEEL ADJUSTABLE CLAMPING BRACKETS OR APPROVED EQUAL
SHALL BE INSTALLED WITHIN 6" OF B077-1 BELL AND SPIGOT ENDS OF EACH DROP
PIPE. IF DROP PIPE LENGTH EXCEEDS 5 FEET THEN CENTER STRAPS SHALL BE
INSTALLED KITH A MINIMUM SPACING OF 4 FEET ON CENTER. BRACKETS SHALL BE
ATTACHED UTILIZING STAINLESS STEEL EXPANSION BOLTS, MIN. 2 EACH AT
CONNECTI0N POINTS
INSIDE DROP SANITARY MANHOLE DETAIL
SANI TAR Y SEWER NO TES AND SPECIFICATIONS:
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND
SPECIFICATIONS OF THE CITY OF RENTON AND THE LATEST EDI77ON OF
THE WSDOT/APWA STANDARDS AND SPECIFICA T70NS.
2. THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE LIMITED TO
8:30 AM TO 3.•30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN
WRITING BY THE TRANSPORTATI0N DIVISION AT 277-6222. ALL STREET
CLOSURES, PAR77AL OR FULL, SHALL BE APPROVED BY THE
TRANSPORTATION DIVISION 24 HOURS IN ADVANCE THE POLICE
DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE N077FIED 24 HOURS
IN ADVANCE.
J. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE "STANDARD
SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED
BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION,
LATEST EDIT70N (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS.
4. ALL LOCAT70NS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT
SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE TRUE AND
CORRECT LOCAT70N SO AS TO AVOID DAMAGE OR DISTURBANCE.
5. A PRECONSTRUCT70N 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 CONS7RUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A
REPRESEN TA T7 VE OF THE CITY OF RENTON.) IT SHALL BE THE
CONTRACTORS RESPONSIBILITY TO N077FY THE CITY INSPECTOR 24 HOURS
IN ADVANCE OF BACKFILLING ALL CONS77?UC770N.
6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND
SEQUENCES OF CONSTRUCT70N AND FOR THE SAFETY OF WORKERS AND
OTHERS ON THE CONSTRUCTION SITE
NOT TO SCALE
7 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET
USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
8. PLANS APPROVED BY THE CITY OF RENTON, DEVELOPMENT SERVICES
DIVISION, SHALL TAKE PRECEDENCE OVER ALL 07HER PLANS
9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER
CONSTRUCTI0N IS IN PROGRESS.
10. 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.
11, BACKFILL SHALL BE PLACED EQUALLY ON 807H SIDES OF THE PIPE IN
LAYERS WITH A LOOSE AVERAGE DEP774 OF 5 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.
12. OPEN CUT ROAD CROSSINGS FOR U77LITY TRENCHES ON EXIS77NG TRAVELED
ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY
COMPACTED. CUTS INTO THE EXIS77NG ASPHALT SHALL BE NEATLINE CUT
WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE
PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT
HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER
CITY OF RENTON CURRENT STANDARDS.
1/2" WEB 8 PL.
1 2" x 3" x 3 8"
NON-SKID PATTERN
CAST INTEGRAL ON TOP
1 " SEAT SECT/ON A -A
FRAME (NON -LOCKING) COVER (NON -LOCKING)
FOR 5/8"-11 N.C. x 1-1/4" 5/8" 3/8"
A B S.S. SOC. HD. CAP SCREW (3 REQD.)
1/2" (TYP) TYPICAL NON-SKID
1-7 8' 0 PATTERN
o) ` (i TYP) (0 14 J Li J o B 25"
SECTION B-B
� �- UNDERSIDE SHOWN FOR CLARITY
CORE (TYP.) ON 23" B.C.
AND TAP 5/8 "-11 N.C. 1-1/2" CORE(TYP.) (LOCKING)
ON 23" B.C. (TYP. 3 PL.) NOTES.
•
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
W (SEE NOTE 4
LIMITS OF PIPE ZONE
BACKFILL MATERIAL
i
(SEE NOTE 5)
6"
CONCRETE CLASS C
BEDDING MATERIAL
(SEE NOTE 8)
C
FLEXIBLEFOR PIPE
FOUNDATION LEVEL
1 i
(SEE NO 7)
°
-�-
°e �A 8
FOUNDA T70N LEVEL
(CLASS A DESIGN)
W (SEE NO1E 4J�
LIMITS OF
PIPE ZONE
BACKFILL MATERIAL
TABLE (SEE NOTE 5)
6„
ED EQUAL
BEDDING MATERIAL
SP PAGE: B074
W (SEE NOTE 4) LIMITS OF PIPE ZONE
I
1'
B
A
(CLASS F DES/
BEDDING FOR FLEXIBLE PIPE
FOR RIGID PIPE C NOTES,
(SEE NOTE 6)
1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
FOUNDATION LEVEL 2 HAND TAMP UNDER HAUNCHES
TA B 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE.
HAND TAMP ONL Y.
(CLASS B. C. D, DES/GN! 4. SEE 'EXCAVAT70N AND PREPARAT70N OF TRENCH" 1N THE SANITARY SEWERS SECT70N
BEDDING FOR RIGID PIPE OF THE STANDARD SPECIFICTA77ONS FOR TRENCH WDTH "W" AND TRENCHING OPTIONS.
774E PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH, EXCEPT FOR CLASS A
BEDDING THE MINIMUM CONCRETE WIDTH SHALL BE 1-1/2 / D + 18"
BEDDING CLASS DESIGN
DIMENSION
CLASS A
CLASS B
CLASS C
CLASS D
CLASS F
A
4" MIN,
1/41.D.
12" MAX.
•
•
ZERO
•
B
1/4 O.D.
1/2 O.D.
1/8 O.D.
ZERO
O.D.
C
3/4 O.D.
1/2 O.O.
1/8 O.D.
O.D.
-
5. TRENCH BACKFILL SHALL CONFORM TO "BACKFILLING SEWER 7RENCHES" IN THE
SANITARY SEWERS SECTION OF THE STANDARD SPEC/F/CAPONS, EXCEPT THAT ROCKS
OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE
BACKFILL MATERIAL.
6. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN 7HE AGGREGATES SEC77ON OF 7HE
STANDARD SPECIFICA 77ONS FOR THE MATERIAL SPECIFICA TONS.
7. SEE BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECT70N OF
STANDARD SPECIFICAT70N FOR THE MATERIAL SPECIFICATIONS
8. PIPE MUST BE ANCHORED /N SUCH A MANER AS TO ENSURE FLOW LINE IS
MAINTAINED.
* A = 4" MIN. 27" I.D. AND UNDER
6" MIN. OVER 27" I.D. PIPE BEDDING FOR SANITARY SEWERS
NOT TO SCALE CITY OF RENTON DWG. NAME: BW18C
SP PAGE.B077
13. DATUM SHALL BE CITY OF RENTON, NAD 198311991 & NAVD 1988.
14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE
STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR 774E
PREV/ENT70N OF ON -SITE EROSION AFTER THE COMPLET70N OF
CONSTRUCTION.
15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERTY PREPARED
FOUNDATION IN ACCORDANCE WITH SECT70N 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 7HE TOP OF THE OF 77-IE FOUNDATI0N MATERIAL AS
WELL AS PLACEMENT AND COMPACTI0N OF REQUIRED BEDDING MATERIAL TO
UNIFORM GRADE SO THAT THE EN77RE 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.
16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER
GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50.
1 Z IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND
MAXIMUM 18 INCHES ABOVE FINISHED GRADE. IN PAVED AREAS, COVER
MUST SLOPE IN ALL DIREC77ONS TO MATCH PAVING.
s•�oia
AS -CONSTRUCTED PLANS
(SEE SHEET 1 FOR STATEMENT)
Checked for Compliance to City Standards
®2007 TRIAD ASSOCIATES
Ab.5-334DIb Umm ar"ur
TRIAD
ASSOCIATES
12112 115th Ave. NE
Kirkland, WA 98034-6923
425.821.8448
425.821.3481fax
800.488.0756 toll free
www.triadassoc.com
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MICHAEL L. MATHESON, PE
PROJECT MANAGER
NICK A. PINCER, PLS
PROJECT SURVEYOR
MICHAEL A. MOODY, PE
PROJECT ENGINEER
UFFREY L. COY, ASLA
PROJECT LANDSCAPE ARCHITECT
FIRST SUBMITTAL DATE: 7119106
SCALE: HORIZ.: N/A VERT.:N/A
41843IST
�s IONALR���~
EXPIRES: 3/19/
STAMP NOT VALID
UNLESS SIGNED AND DATED
JOB N0. 03_ 185
5riL'EI r4u. 34 OF 36