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AS -BUILT SANITARY SEWER NOTES AND DETAILS
STONE RIDGE
CITY OF RENTON, KING COUNTY, WASHINGTON
MANHOLE FRAME AND COVER
6 SEE DRAWING BR29
NOTES:
r.
12." MAX, ZS --� - - ADJUSTMENT (4" MIN.) 1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY
- i
---T STEPS OR EQUAL.
• CONE 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS
21 ARE INSTALLED.
RUBBER GASKETED JOINTS 3. CASTING TO BE PER DRAWING BR29.
• IN ACCORDANCE WITH AS TM C -443 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECA`�T
CONCRETE.
7' MIN.
MORTAR
FILLET
1%
MIN. C= = 5. ALL JOINTS SHALL BE GROUTED.
/--- STEPS -- 3/4" DEFORMED BAR 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
STEPS SHALL BE INCLUDED SURFACES, INCLUDING CHANNELING, COATED (SEALED)
6 -- 11290.0- WITH A HIGH SOLIDS URETHANE COATING;
- CONCRETE RISER BY PIPE INC.,
WASSER MC- CONSEAL OR APPROVED EQUAL;
OR APPROVED EQUAL. COLOR OF COATING SHALL BE WHITE.
48" 7. RUBBER GASKETED JOINTS SHAI I BE IN CONFORMANCE
WITH ASTM C -443.
i 8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE
- DIAMETER OF THE LARGEST PIPE.
MAX. PIPE SIZE - 21" I.D. 9 CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK
12" (TYP) ADAPTOR, KOR -N --SEAL F300TS OR APPROVED EQOAl.
LADDER -STD. ALUMINUM
OR GALVANIZED STEEL
CONCRETE SHELF
PRECAST BASE SECTION
• . OR CAST IN SHFI F
6 MIN. "
i - I 6" MIN. TYP
( )
SANITARY MANHOLE TYPICAL DETAIL
Il
NOT TO SCALE
EDITED TEXT
ADDED NOTE, EDIT TEXT
_ 3/4" SQUARES SPACED - 3/4"
AS INDICATED - HT. 1/8"
- -F1/2"
r
CAST IRON RING AND COVER
PIPE MATERIAL AE.
BY THE ENGINEER
REVISI
12" B -
FIBER JOINT
PACKING
45' (1/8) BEND
SANITARY MANHOLE TYPICAL DETAIL
Gti'tY�p� ADOPTED
CITY OF RENTON
STANDARD PLANS
1ST DATE:: 12/96
OCV AG
OCV AG
BY APPR' DWG. NAME: 8R2.8 SP PAGE: 8071
2'-O" -1
CONCRETE
CLASS 3000
4 -3/4"
6 INCH OR 8 INCH CLEAN -OUT
PLUG TO BE SEALED
- IN SAME MANNER AS ADOPTED
MAIN SEWER JOINTS. amr or mror
lhndard plow
"" DA1t:12 /15/Bi
A Y DWG. NAME: 9W188 SP PAGE: 8076
By:
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Date
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A
4" MIN.
1/4 I.O.
12" MAX.
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RAISE -1 12"
1/4 0.0.
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NOT TO SCALE
EDITED TEXT
ADDED NOTE, EDIT TEXT
_ 3/4" SQUARES SPACED - 3/4"
AS INDICATED - HT. 1/8"
- -F1/2"
r
CAST IRON RING AND COVER
PIPE MATERIAL AE.
BY THE ENGINEER
REVISI
12" B -
FIBER JOINT
PACKING
45' (1/8) BEND
SANITARY MANHOLE TYPICAL DETAIL
Gti'tY�p� ADOPTED
CITY OF RENTON
STANDARD PLANS
1ST DATE:: 12/96
OCV AG
OCV AG
BY APPR' DWG. NAME: 8R2.8 SP PAGE: 8071
2'-O" -1
CONCRETE
CLASS 3000
4 -3/4"
6 INCH OR 8 INCH CLEAN -OUT
PLUG TO BE SEALED
- IN SAME MANNER AS ADOPTED
MAIN SEWER JOINTS. amr or mror
lhndard plow
"" DA1t:12 /15/Bi
A Y DWG. NAME: 9W188 SP PAGE: 8076
By:
Date:
By:
0
By:
Date
By:
Date
A
4" MIN.
1/4 I.O.
12" MAX.
t
■
ZEND
■
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1/4 0.0.
1/2 O.D.
1/8 O.D.
zm
O.D.
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3/4 0.0.
1/2 0.0.
1/0 a0.
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-
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NOT TO SCALE
EDITED TEXT
ADDED NOTE, EDIT TEXT
_ 3/4" SQUARES SPACED - 3/4"
AS INDICATED - HT. 1/8"
- -F1/2"
r
CAST IRON RING AND COVER
PIPE MATERIAL AE.
BY THE ENGINEER
REVISI
12" B -
FIBER JOINT
PACKING
45' (1/8) BEND
SANITARY MANHOLE TYPICAL DETAIL
Gti'tY�p� ADOPTED
CITY OF RENTON
STANDARD PLANS
1ST DATE:: 12/96
OCV AG
OCV AG
BY APPR' DWG. NAME: 8R2.8 SP PAGE: 8071
2'-O" -1
CONCRETE
CLASS 3000
4 -3/4"
6 INCH OR 8 INCH CLEAN -OUT
PLUG TO BE SEALED
- IN SAME MANNER AS ADOPTED
MAIN SEWER JOINTS. amr or mror
lhndard plow
"" DA1t:12 /15/Bi
A Y DWG. NAME: 9W188 SP PAGE: 8076
By:
Date:
By:
Date:
By:
Date
By:
Date
CITY OF RENTON
MITMY SEUrER NOTES & SPEaFICATK�iS
1. ALL WORK MATERIALS SWILL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY
OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND
SPECIFICATIONS.
2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SWILL BE LIMITED TO 8:30 A.M. TO 3:30 P.M. ON
WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT 235 -2620.
ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS
24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT AND 911 SHALL BE NOTIFIED 24 HOURS
IN ADVANCE.
3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH 'STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC
WORKS CONSTRUCTION' PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS
ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS.
4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SWILL BE THE CONTRACTORS
RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE
5. A PRECONSTRUCTION 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). R SWIM. BE THE CONTRACTOR'S RESPONSIBILTTY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS
IN ADVANCE OF BACKFILLING ALL CONSTRUCTION.
6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND
FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRWM SITE.
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, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL
OTHER PLANS.
9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
10. THE CONTRACTOR SFWl PROVIDE THE CTiY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY
SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESS11ONAL ENGINEER OR
UCENSED PROFESSIONAL SURVEYOR.
11. 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 Flll OVER PIPE SHALL BE THE SAME AS
DESCRIBED.
12. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S.
13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION
OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE QRO" AFTER THE COMPLETION OF CONSTRUCTION.
14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH
SECTION 7- 02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND
BRIDGE CONSTRUCTION. THIS SHILL. INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF
THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQURED BE006NG MATERIAL
TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE
UNYIELDING BASE. PIPE BMW SMALL BE PEA GRAVEL 6 NICHES ABOVE AND BELOW THE PIPE.
15. SANITARY SEWER PIPE SWILL BE POLYVINYL CHLORIDE ( PVC) RUBBER METED ASTM D 3034, SOR 35, OR
DUCTILE IRON CLASS 50.
16. IN LMIMPROVED AREAS, MANHOLE TAO 011M MIND M 6 INCHES AND MAXMUM 18 INCHES ABOVE FINISHED
GRADE. IN PANED AREA, COMER MUST SUOPE IN ALL DIRECTIONS TO MATCH PAVING.
s- 3/73/0
6" BUILDING SEWER PIPE
l TEE WITH 6" SIDE OUTLET
6" SIDE SEWER AND BUILDING SEWER
60" ALLOWABLE MAX
FOR CAST IRON PIPE
OR DUCTILE IRON PIPE.
11315 MIX -
CONCRETE
BLOCKING
PROPERTY LINE
I
I
MIN
FUTURE
BUILDING SEWER
2 "x 4" STUD SERVICE MARKER PAINT UPPER
PORTION WHITE ANS STENCIL ON SIDE
} W RDING 'SEWER' WITH 3" HIGH BLACK LETTERS.
AND 46 WIRE WRAPPED AROUND THE STUD AND
CL EXTENDED TO THE TOP OF THE STUD.
0
a UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
IR ❑N SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN.
VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND Cl
PIPE SEWER MAINS ARE TO BE CORE DRILLED
Ova
�.O COL lNG
� e�P NLRO�O
GO I'x MIN SLOPE
HORIZONTAL
\-6" SIDE OUTLET TEE
6" MIN. SEWER MAIN ZT EWER MAIN
STANDARD SIDE SEWER INSTALLATION
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION (SEWER MAIN TO PROPERTY LINE)
ELEVATION
ADOPTED
NOTE c1rY or ImNTON
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 5' COVER AT PROPERTY Standard plans
LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. LST DATE: 12/15/91
ATE I REVISION I By APPR DWG. NAME: BR39 SP PAGE: 8078
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1/2- WEB 8 PL. O W)
I 1/2" x 3" x 3/8" NON -SKID
PATTERN CAST WTEGRAL ON TOP
0
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O 0 9�0 26 -3/8"
° 25 -1/4" a. Z
24" T-1" O
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33 -1 /4.. w v
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FRAME (NON - LOCKING) COVER (NON - LOCKING) SECTION A -A Q
.. CL a0 3
A FOR 5/8 -1 1 N.C. x 1-1/4" O
S.S. SOC. HD. CAP SCREW (3 REQ D.) W
B W
1/2" TYP TYP. NON -SKID PATTERN "j Z
C=G= 5/e" 3/8~ (� 2"
1 -2 /e" TYP. A 0 0 0 0 B ___� N ...i x
1" WT t-
N
TIM
2" RAISED LETTERS AS 2s
REQ'D. SEE NOTE No.3 BELOW SECTION B -B
UNDERSIDE SHOWN FOR CLARITY
3/4" CORE (M.) ON 23'• B.C.
DMLLAND TAP 5/8 " -11 N.C. 1 -1/2" OORE(TYP.) (IACKnuG) (!
ON 23 • B.C.(TYP. 3 PL.)
FRAME (LOCKING) COVER °N°
MANHOLE FRAME AND COVER
NOTES: 0
1. FOR NON-LOCKING USE OLYMPIC FOUNDRY No. MH 30 OR EQUAL. U- °
2. FOR LOCKING LID USE OLYMPIC FOUNDRY No. MH 30 D/T OR EQUAL. ADOPTED O
3. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER), ♦ c>n °F°" o
SANITARY (SPECIFY "SEWER "). OR WATER (SPECIFY "WATER "). Standard plans j 1_�l
LOT DATE: 12/15/91 7 Z >U O_
DWG. NAME: BR29 SP PAGE: B074 O Z W 4'
ATE REVISION Y APPR � N E
Lai d Q
x --
W (SEE NOTE 4) LIMITS OF PIPE ZONE NOS' W Z uj °
BACKFILL MATERIAL 1. MWOE UNIFORM SUPPORT UNDER BARREL. N Z
(SEE NOTE 5) �� n p
Q N N 3
6^ 2. HAND TAMP UNDER HAUNCHES. O N 00 Z cr 0
CONCRETE CLASS C 3. COMPACT BED01K MATERIAL TO 95X MAX. DENSITY EXCEPT OMIECRY OVER PIPE. Z � co r*__ W W N
(SEE NOTE 8) I I w a
ABC 4. SEE •• EXCAVATION AND PREPARATION OF TRENCH" M TAE SAN(TAR'r SEWERS SIMMOIN Q v v Z_ IT
FOUNDATION LEVEL _�! L OF THE STANDARD SPECIFICTATIONS FOR TRENCH �noTH "rr' AND TRENCHING oPmoNS 3 LO � 0 Z 00
.. , A THE PIPE ZONE WILL BE THE ACTAUL TRENCH WIDTy. EXCEPT FOR CLASS A N N Z -
• '• BEDDING. THE MINIMUM CONCRETE WIDTH SWLL BE 1 -1/2 I.D. + 1e".
L0 Ul
5. TRENCH BACKFIII SWILL CONFORM TO ••BACKMLW SEWER TRENCHES" IN THE N Z N N �
• (CLASS A •DESIGN) T SANITARY SEWERS SECTION OF THE STANDARD SPECInCATIONS. EXCEPT THAT ROCKS OO w .� D
OR LUMPS LARGER THAN 1 PER FOOT OF PIPE OMMETER SHALL NOT BE USED IN THE - N 0
BACKML MATERIAL.
Lr) /
rn
6. SEE BEDOMC MATERIAL FOR RICIO PIPE" N 1FIE AGGREGATES SECTI011 OF T!E cc
W (SEE NOTE 4) LIMITS OF PIPE ZONE 9KC11PICAT10NS FOR THE MATERIAL SPEOF1CAT1011411S. O ,
FI 7. SEE "K0091G M TERML FOR FLEMEPIPE" M THE AGMGATES SECTION OF
BACKFILL MATERIAL -� STANDARD SPEC CATION FOR THE MATERIAL VECIFICIITIOUfS. �,
" o
(SEE NOTE 5) 6 S. PPE MUST BE ANCHORED IN SUCH A MAI�IER AS Tp ENSURE FLOW LINE IS �� °o
MOUNTAINED.
BEDDING MATERIAL
FOR RIGID PIPE
(SEE NOTE 6)
FOUNDATION LEVEL
(CLASS So C. 06 OESM)
BEDDING FOR RIGID PlIPE
W (9ff WTE 4) LIMITS OF PIPE ZONE
2 �
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W �
• A . 4" MIN. 2r I.O. NO UWER
BEDDING MATERIAL •" MM. °r°I IA' 1
FOR FLEXIBLE PIPE
(SEE NOTE 7) PIPE BEDDING FOR SANITARY SEWERS ca
h
FOUNDATION LEVEL 4
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BEDDING FOR FLEXIBLE PIPE t -n -sl � am a K� W
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DWG. NAME: 9WISC SP PAGE: 9077 V
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BEDDING CLASS DESIGN
OWED"
aASS A
GUESS B
cuts C
CLASS 0
CLASS F
A
4" MIN.
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BEDDING MATERIAL •" MM. °r°I IA' 1
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(SEE NOTE 7) PIPE BEDDING FOR SANITARY SEWERS ca
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FOUNDATION LEVEL 4
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BEDDING FOR FLEXIBLE PIPE t -n -sl � am a K� W
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DWG. NAME: 9WISC SP PAGE: 9077 V
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