HomeMy WebLinkAboutWWP2703469.2SANITARY SEWER NOTES AND SPECIFICATIONS:
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SECTION A
B �1B
$n - 2�„
CAST IRON RING AND COVER
I
SCRI. W Y4 I. Off'
(BRONZE Ofe S.
L 'fi
CLASS 3000
'7 :
CONCRETE
�.
�J
CLASS 3000
1--�- 4_3�4„
t ,ih H JOIN!
i
`
_ F I
PACKING
2"3
FIBER JOINT
-WATER TIGHT
PACKING
PLUG
_ _ F
I
Ye' 45'
0/5) BEND
45- (1/8) BEND
r
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
PLUG TO BE SEALED
IN SAME MANNER AS
MAIN SEWER -DINTS.
11115,
!, n CLEANOUT RING ANO COAR '_t-IALL BE EAST JGRDAN IRON WORKS, INC
6 INCH i:T," ANOU'T
No. 3675. CtFAN OUT S-AALL 8-- A WA -ER TIGHI ASSEMBLY,
2. IN UNIMPROVED AREAS. POUR A 1'--0' 'T<ICK• 2' C' SGJA.RF
CON.CRFTE CLASS 3000. PAD ARW?4U 11+ RING AND COVER,
AROUND CL A.NOUI RINT; AND
r'f
ADOPTED
3. IN ASPHA_. ROAG'AAYS, RESTORE
� \
COVER AS RF•:UFRFD BY STA:NDAPD DETAIL ORA'MNC BRJE.
Li"�
f.'.'i'Y OF RENTON
STANDARD PL\YS
•f'C
LSr LATE: 04/04
_
0{/30/0' li evised >"6tes
•.•D}'
OMC
;�
ro 7/96-+ Adder tc_[_es_.
OCY
AG _
='I"i NAME
BCi?6 SP PAGE: G37f
[ !t. i R .i510?l
BY
;;AG
MANHOLE FRAM;' AND COVER
SEE DRAIN-0 BR29
SP PAGF 6074)
ADFSTMENT (F° MIN.)
C;'J N E
RUBBER GASKTED JOINTS IN
ACCORDANCE ',"II7I 1 AS fM C-443
S� EPS -- 3/4" DEFORMED BAR
S"EPS SHALL BE INCLUDED
CON-CRE7- RISER BY PIDE INC.,
OR APPROVED EQUAL.
MAX. -PIPE SIZE - 'E'
LADDER-STI). ALUMINUM
OR GALVANIZED STEEL
CON--R-TE SHELF
PRECAST BASF "ECTiON
OR CAST IN SHELF,
SANITARY VANHOLE TYPICAL ED:ETAIL
NOT TO SCALE
A• .B.
C.
5"h+IN
,Dr
,E,
48" MH
48" 1 6" MIN.
24" MIN.
21" D.
54" MH
54" i 8" MIN.
5.5" MIN.
24" MIN.
24" I,D-
6O" AH
60" 8" MIN.
6" M N.
42r' MIN.
30" I.D.
[i2IE5:
i- STEPS 'O BE 3/4" 0 DFF-"AME0 BAR CALVANIZEJ SAFETY STEPS OR EQUAL.
2' STEPS ARE TO BE IN OLACE BEFORE MANHCa F SF^TIONS ARE INSTAUED.
33 CASING TO BE PER DRAWING OR29.
4. MANHOLE SECTIONS TO BE OF R_WFURCEO PRECAST CONCRETE,
5- At1. JOINTS SHALT. BE GROUTED.
6. SANITARY SEWEP. MANHCAFS SHALL HAVE ALL INTERIOR SURFACES. :4(LUUR.v CLIPXNEUNG.
COATED (SEALED) WIT-1 A HIGH SOLIDS URFTFIANE COATING; WASSFR MC--AROSHIF10 OR
APPROVED EQUAL; COLOR OF COATING SHAt_L BE WHNRE.
T. RUBBER GASKFTFC .ANTS SHALL BE IN CANFDRMANC= WITH AStM C-445.
8. CHANNEL HEIGHT SHA-L BE A UINWILM OF 3/4 DIE IN5101 DIAMET=R DF THE iA_RG«ST ?IPE.
9. CONNECTIONS TO MA.NHC'LE SHA L BE MAOE USING GPK AUAFTOR• KOR-N-SEAL SOOTS 0r7
APPROVED EOL.IAI-
10. MANHOLES EQUAL TO AND GRE.AIER IHAN 20 FEET DEEP SHALL HA'•!E A "SIIRFTRAC.K' Ct IMBINC,
ANri FA.!- PROTECT'ON SYSTEM ASTALLED-
J4ltn Revised �otca. UMC
%ATE REVISION BY APPR _-
lYF . IJAME
SANITARY MANHOLE
TYPICAL DETAIL
ADOPTED
CITY OF P.SNTU?I
STANDART PIANO -
:ST DATE:: 04/04
SF' PAGE: B07
... ....... -1 - ---------------- F-
4 t
�I WATER
TIGHT PLUG
f
12 Y - Q
I 14„ _
CAST IRC)N RING AND COVER_
PIPE MATFRI',I 1:;
BY THE ENC NEER
- -�
PLUG 'C BE S,L L
IN SAP
MAIN 5F 04 i,' ,;(rl'. I
---------
1 P F.tV^I L' '.PAII RF 0*'7AP F'1 ♦EA=`i 1 - ,F ;F
T
[" F A k 4 1 Y; U sr ,+.'4CA 7 iif-Tal ..Kr„ ,.. . RIF.
I I
BACKF LL MATERIAL
(SEE NOTE 5) - -
CC:CRETE C11ASS C
(SEE !NOTE 8)
1'DLIINDATIMI LEVEL
BACKFILL MATERIAL
(SEE NOTE 5)
BEDDING MATERIAL
FOR RIGID PIPE
(SEE NOTE 6)
FOUNDATION LEVEL
BEDDING MATERIAL
FOR FLFX!Bi.F PIPE
(SEE NOTE 1)
FOUNDATION LEVEL
IN: IT t:T.FANTOUT
LU
T. DATE .0
SP PAGE.: 8076..'
W (SEE NOTE 4) --f,, LIMITS OF PIPE ZONE
-. A...-#
(CLASS A DESIGN) -�
-'S (SEE NOTE 4) -I, LIMITS OF PIPE ZONE
(CLASS B, C, 0, DESIGN)
BEDDING FOR RIGID -'IPE
W (SEE NOTE 4) -{ - LIMITS OF PIPE ZONE
(2LASS F DESIGN)
EE DING FOR FLLXIDLE PIP-
NOIEb
1. PRCV.DE UNIFORM SUPPORT UNDER BARRE,.
2. HAND TAMP UNDER HAUNCHES.
3. COMPACT BEDDING MATEWAL TO WIX MAX, DENSITY EXCEPT DIRFC.TY
CYER PIPE. =LAND TAMP ONLY. EII.UDINC -LASS DESIGN
4. SEF "FXCAVATON AND PREPARATION OF TRENCH- IN THE SANITARY
JIAt£:45tON
�ASg A
CLASS B
CUSS C ! CUSS C L'U`iS F
SEWERS SECTION OF THE S.,AKDARD SPErOFICTA71ONS FOR TP.ENi.H tAL`TH
--
"W' AND tREN'J';NG 3PTI(Y.'!S. 11-F PWF 704F M L BE 3H-F ACTUAL
6- MIN.
TRENCH MDFH. EXCEPT FOR CLASS A BFDDIK..._ PIE MWIMLM CONCRETE
A
t{4 I-U.
6'• mN.
B" uRv ZERO 6" AI;N,
:
WIDTH SHALL 8E 1-1/2 Ip. + 18"_
I
12" MAX,
5. THEN CH BACKFILL SHALT CONFORM 70 3ACKFILUNC SEWER TRENCHES"
---- --
IN THE SA?:17.A6iY SEWERS :,E CT10# 5F Hf STANTIARD SPEMCAT-IONS,
1 B
'/4 O.D.
f /2 O.D.
1/& O.D. I ZERO RJ.
-
EXCEPT THAT ROCKS OR LUMPS LARGER :HAN 1'- PER F-007 F PIPE
.... . - .
O�AMETER SHALL NUF BE USED IN THE 3AOKFILL MAT:. RIAL.
j C
3/4 3.0.
I/2 O.G.
f/8 O.C. C.D. -
'•DC•7CING MAl'ERIA-. FOR RIC.`D Pa• IN DIE AG R£;ATES S'EC'IC44
..-._
UI III[ STANDARD. WCfl'�..nniknMS. FOR TY,E MATERIAL SPEGF,F-ATIQNS-
7. SEc "BEDDING MATERIAL FOR TI-01ULE PEPE" IN THE AI,�REGATES
SECRON OF STANDARD SPEC'. F; CA I':NJ ICY: 'It!, MATER'AL SPECIFIC ATVAS.
8. PIPE MUST BE ANCHORED IN SUD, A. MANER AS TO _N`!JRE FLOW
LINE IS MAINTAWCO.
h ACC- mare e
PIPE BEDDING FOR SANITARY SEWER
`S _p ADOPTED
f'.MY OF RENFON
`7A.VDARII Plai-:;
N.rU LST DATE OI/D5
DWG. NAME: BO77 SP PAGE: BU77
6' GUILDING SENZR PIPE
TEE W1FH F" S1DC IuTTFT
6" SIDE SEWER AND 2jLDINf SEVrFR
1:3:5 MIX
CONCRETE
BLOCKING
PROPEP.TY I:NE
i
L`Uk4
RUIN DING s- WFR
-
W
z
2. x e•` srJ❑ �£�tACE MARK£R PAINr
UPPER ?OPTION 6111tE ANS STENCIL ON
SIDE 'WOROINC SEWER" d4TH 3" 14WH
Cr
BLACK LETTERS AND #6 WIRE WRAPPED
G-
AROUND IHE STL;D AN) LX1'ENDED TO THE
aTOP
OF THE STUD.
JNL_SS OTHERWSt APPROVED BY THE -IT", MAKE TAP THROUGH CAST
RON SAODLt SECURED TO SE'AIkH MAIN Wilk' SfA1NLESS STEEL BANDS
51M.EN M NCTING NEW SIDE SEWERS TO EXISTING MAIN.
PLAIN AND :301` 7ORCEC CO•:NCRETw, D PIPE AND GI PIPE SEWER
MAINS ARE TO BE CORF DRILLED.
MTRrr;[D CLAY PIPE SHALL BE CI FT AND HAVE A NEW '-EE
SEC-T10NED IN.
r 60" ALLnWABL= MAX.
FOR CAST IRON PIPE
OR DUCTILE IR01, PIPE. ✓.X
,D .2% MAN SLOPE
HORIZONTAL
`- 6" SIDE OUTLET TEE
\"-SEV,`FR .MAIN
E" MIN. = SE'A"_H MAC N
C•.QNCRE7E.U.LC:r'.- N_G ANGLE. TYPICAi._SID--- SENER ELEVATION
)F NEE A I MAIN OVER
ELEVA_L1cri
i NafE:
I UNLESS O*HERWISE SHOWN ON :PLAN, S:GE SEWER SHAL.- HAVF
A MINIMUM 2.5' COVER AT PROPER rY LINE CR -5-5' Li4v, i
THAN -HE LOWEST HOUSE ELEVATICN, 'ffiW--HEVER IS L04`�.R,
STANDARD SIDE SEWER INSTALLATION
(SEWE:K VAIN -1'0 PROPEWfY LINE)
Y , ADOPTED
� CITI UY' NfNTCN
\ •�+ S'TAN'DARD PLANS
LTT RATE: 04,10
DWG. NAME B078 SP PAGE: B078
1601 2nd Avenue Suite 1000 1 STORM REVISIONS SCM 1 1 07 PJG SURVEYED: SCALE` VERTICAL NAVU 1988
NO SCALE HORIZONTAL- NAD 1983/1991
Seattle, WA 98101 2 2ND SET STORM REVISIONS SCM 04 08 PJG DESIGNED:
3 3RD SET STORM REVISIONS SCM 07/08 PJG
p. 206.441.1855 I f. 206.448,7167
P 4 4RD SET STORM REVISIONS SCM 8/08 PJG DRAWN:
......................................................
ONE INCH DATUM
AC0%,Ek ) Civil I Structural I Planning I Survey CHECKED: AT FULL SCALE
IF NOT ONE INCH
An Engineering Services Company paceengrs.com NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND
SPECIFICATION OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF
THE WSDOT/APWA STANDARDS AND SPECIFICATIONS.
2, 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.
3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO
AVOID DAMAGE OR DISTURBANCE.
4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF
CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION
SITE.
5. IT SHALL BE THE RESPONSIBILITY OFF THE CONTRACTOR TO OBTAIN STREET USE AND ANY
OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
6. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE
PRECEDENCE OVER ALL OTHER PLANS.
7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER
CONSTRUCTION IS IN PROGRESS.
8. 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.
9. 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 FILL OVER PIPE SHALL BE THE SAME AS
DESCRIBED.
10. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY
SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO
THE EXISTING 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.
11. DATUM SHALL BE CITY OF RENTON, 1988 NAVD.
12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO
THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION
AFTER THE COMPLETION OF CONSTRUCTION.
13. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION
IN ACCORDANCE WITH SECTION 7 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 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.
14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D
3034, SDR 35, OR DUCTILE IRON CLASS 50.
15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12
INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS
TO MATCH PAVING.
R CITY OF
t PENTON
Planning/Building/Public Works Dept.
S -34 wi c) i
CH I. FOR COMPLIANCE
CI WARDS
Date
Date
Date _ t
GO
40, of WASST��a�2
}
22520
�sIONAL ���
DEFOOR SHORT PLAT
FINAL ENGINEERING
SEWER NOTES AND DETALS
ISEWIEIR
DATE:
AUG 2008
FIELDBOOK:
PAGE:
DRAWING NO:
C3. 1
SHEET: OF:
SHT OF_