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'AANIICLE F_;AME AND COVER
SE= SIG. PLAT. 401
AC'_USTMENT RINGS ;2" MIN.;
=E= NC-E 6
'ACRTAR .IrlIN"(F, 13/8' WIN.)
SEE NOTE 5
.. N► (ECCFNTRI_'
RUP.R=R GASKET'D JOINTS IN
A•: 'R•DANOF W9-H A.ST4d C-1•=3
S-EPS - Z10-YPR'JPY FNF' STEPS
STALL BC INCLLDLD
CONCRETE RISER BY PIPE 11<_
OR APPROVED FQI.AL
LADLER-PULYPROPYL_N=
SHALL BE ATTACHILL IJ MANHOLE
MAX. PIPE SIZE - L'
CONCRC'E S'HLLF
'RECAST RASE SECTION
OR CAST IN S=ELT.
NOT TC SCALE
48" VH
54" VH
A'
48"
s4"
O.
6" MIN., 5"MIN 24" MIN.
8"' MIN. 5,5" MIN. 24" MIN,
,F.
91" .0
24" LU.
00' MI i
6C"
8" MIN.
6'__M V. 42" h+11N.
3C" LJ.
NC,"ES.
I STEPS TO BE POLYPRO`YLENE SAFETY STEPS.
2. S-EPS ARE TO BE IN r'LA& BEFORE MANIICL[ SECTIONS An IN_-ALLCD,
3. CASTI\G SHAD P,F PER STD. :'I AN e01
4. MAN-Y) F SF:"ICNS lr1 RE OF REI',FORCEC PRECAST CONCRE-E
5. ALL OINTS BETWEEN THE CONE, RISER R NOS, BRICKS AND CASING SHAI I RF :,R UTED
AUJ_S*L:NT Of HE-'ASiI\G IO GRADE Sr ALL BE ACCCMFLISHEC MTH A CCVBINATON CIF
ADJUSTMENT SINGS, BRICKS AND MO�IAK ONLY BRICKS SHALL BE STAGGERED -0 i REATE A :ZJNN'NG
BOND OR 1 /2 BOND. TH= USF OF SHIMS IS PROHIBITED.
7 SANITARY SLWER MANHOLES S-IA.LL -AVE AL_ INTER OR SUR ACES, NCLUDI',G CHANNELING,
CUAfED (SEALED) PATH A. H GH SUL DS URL IHANL COATING. WA.SS_R MC-ARDSHIELD )R
AP-NOVt)=QJA-: COLOR OF COAIINC SHALL B_ 'WFI-E
8. RUBBER CASKETS:' JGINTS SFAI L BE IN CO'•JFORMAW'F Wl ASTb' 441
9. CHANNEL HEIGPT -HALL BE A 'JINiMUM OF 3/4 OF TH= INSICE OI,AM=TER OF THE LAR:CES1 PIPE
10. CCNNLCTIU\,S TO MAN-WL_ S-:ALL EE MADE USING C=K .ADAPTOR, KCH-N-SEAL BOOTS OR
APPROVED EDUAL.
IL IN UNIMPROVED AREAS, MANHOr FS SHAI I FXTFND A MIN MOV niF F," AND A MAXIMUM :J= 12'
ABCVE FINISHED GRACE OR MUST HAVE r, 'AIN MUM 2' DIAMETLH CUNCRE IL RINGS aOURFD AT GRADE
IN PAV=" ARFAF, COVER NITS- SLO�F IN ALL DIP.ECTI('_f4S TC A'ATCH PAv,NG
Y_
I
PLHLJC WORKS STANDARD SANITARY MANHOLE �PLAN-�1DEPARTMENT
; , SEPTEMBER 2011
PROPCRTY LINE
---� =UTURE
U'DI_PNG SLWLH TIP: AlJll DIN(+ .`.:CWER.
i
"tF wf'H ?" SIL>t O.IILET ? LC"X6'X6" WY- \"I-2'a 4" STJD MARKING PCS- 'AIVILC
SILRFACF ('I T AN:XI I 'Mill W`-1TL VA I I- FE WORD "5"Jr:=R" :TEN' ILEJ
tic ('AS' RON' RING IN COVER IN IIICH BLACK LETTERS AND CIS A'IFif
a. 'EA$T JOPCAI•, I:TON WORKS WRAPI'_G AROJND THE rHP STUD ANC
?g75 OR APPkOVED EaUAL.
SPECIFY "SEWER' ON , i 1,
s" mac+ StV* t ANtI At.II_DIN; Sr_WER L `TD. -LAN a0i-1 FOR
INSTALLATION)
ACCEP7A8_E PROCEDuP.ES FOR 3IOF S, WR CONNLC IONS TO MAIN
LINES ARF AS FC( OWS
A. oTRIFIF'1 CI AY MAi\ - CUT IN A vLPl IEE USIVC FLEXIELF
C01,1P.INGS (FEiN a OR APPR0VF1) EOIIAL)
E. CONCRETE MAI', - C2fxF-I)RIItD 1811-1 A ROMAv SADDLE (DR
ArrR0VE0 ECL.AL,.
C. PVC R<AN _ORE-CRILLED WITH A ROIAAG SADDLE rOR APPROVED
EQUAL) Dk C.JT IN A WIN-EE JSING RICID CCUP_ING�.
D. CUCTIF IRON 4AiN - CCRE-DRILLCD WITH A ROMA:: SA)DLF (7R
APFROVFI; FWAL) .
F, MANHOLE OJVNECTION - ALL CJNNLCI CNS TO A'ANHOLES SMALL BE
A' 'AA.NJFAC-UREC• KNOC,(-OUTS OR THI
STRJCILI;qL SHA-L BF ^ORE -DRILLED.
60" AL'_OWABLf MAX.
FOR CAST IRON PIPE
OR DUCT LE RON FIFE.
1:3:5 MiX
CONC FETE
c3_OCKING
t � G" SIDE OUT_ET -M
SFWFR
6" MIN MAIN
CONCHEIE _ACCKING ANG, F
CF TEE .AT MAIN C'v'ER 25
ELEVATION
r�
kN�i O�'K
r N
i
NO
�(CR-
C. % KAN SLOPE
FORIZONIA.L
SEWER MAIN
TYFICA_ SIDE SE'WFR F I - `JA- ON
N(;-E-
UNLCSS OTHER"SC SHOWN ON P-AN, SIDE Sl WF R SHAI I HAVE
A MINIMUM 2-5' COVER AT DROR_R I" LINE OR ? 5' LONER
THAN THE LOVES- HOUSE ELEVATION, V6-IC-iEVER IS _OWER.
PUBLIC WORKS STANDARD SIDE SEWER STD. PLAN - 406.1
j_mr._R�"
DEPART1fEN" IINSTALLATION
(SEWER MAIN TO PROPERTY LiNE) SEPTFkIRER 2011
WARNING:
THE UTILITY LOCATIONS SHOWN
ARE APPROXIMATE ONLY. DEPTH
UNKNOWN. CALL 1-800-424-5555.
BDLTHOLES - 3 PL.CS
EQUALLY SPACED 120'
APAR1 DIN 23 '1/16' (586r,n;
11-4 B.C. (SEE ATA1L)
�(I/ �� R E N T O N 1� 'III III
i I + JI
III ,
O
SEWER
s
Ott IN USA
COVER & FRAME
PLAN VIEW
3/4' r25nn]
[19nn] 4
.,j
88 3�1 2 1/ 2'
C222n1 11 C 64n 1]
TYD
COVER SECTION VIEW
r_F
16 1
DIA
] 1 1/16'
�,/_Nc,_pr4r,4E GA :ET
f I
6'
C131 nn]
23 3%$ DIA CL OPEN
DIA
DIA
COVER BOTTOM VIEW
3: ®LT SOC. (ALLEN HEAD)
5/8'- 11 'X 1.1 55
\ RUBBER WASHER
EON BOLTING DETAIL
1/4'
C6rMnT �_F [27rrd
i _
T
C3nro1 j<�
rR3Mn1
GASKET GROOVE DETAIL
NOTES,
FRAME SECTION VIEW 1. ALL COVERS SHALL BE LOCKING UD PER EAST
JORDAN IRON WORKS INC. No, 3717C1 OR EQUAL.
2. USE FRAME AND COVER FOR STORM (SPECIFY
"DRAIN" ON COVER), SANITARY "SFECIFY
"Sethi" OR WATER (SPECIFY "WA.TER").
STD. PLAN - 401
+j 14 MANHOLE FRAME AND COVER --
MARCH 2008
I- W (SEE NOTE 4) .{r- LIMITS OF PIPE ZONE
/'�
BEDDING MATERIAL FOR��
SANITARY SEWER PIPE,j 0_D_ OF PIPE
(SEE NOTE 6):%
FOUNDATION LEVEL '/' f
BEDDING FOR SANITARY SEWER PIPE
NOTES:
1. PROVIDE UNIFORM SUPPORT UNDER BARREL,
2. HAND TAMP UNDER HAUNCHES,
3. COMPACT BEDDING MATERIAL TO 95% MAX DENSITY EXCEPT DIRECTLY
OVER PIPE. HAND TAMP ONLY.
4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY
SEWER SECTION OF THE STANDARD SPECIFICATIONS FOR TRENCH
WIDTH "W" AND TRENCHING OPTIONS, THE PiPE ZONE WILL BE THE
ACTUAL TRENCH WIDTH,
5. TRENCH BACKFILL SHALL CONFORM TO "BACKFiLLING" IN THE SANITARY
SEWER SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT
ROCKS OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER
SHALL NOT BE USED IN THE BACKFILL MATERIAL.
6. PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFILL FOR DRAINS" AS
SPECIFIED IN THE AGGREGATES SECTION OF I IL STANDARD
SPECIFICATIONS.
7. PIPE MUST BE ANCHORED IN SUCH .A MANNER AS TO ENSURE FLOW
LINE IS MAINTAINED.
�^ PUBLIC WORKS PIPE BEDDING �_ PLAN4__
DEPARTMENT FOR SANITARY SEWERS
MARCH 2O06
S U L T I N G ENGINEERS L L C
®CON
Avenue South I ® I W
Suite 205
Federal Way, WA 98003
FEDERAL WAY (253) 838-6113
www.esmcivil.com
SETT (425) 287-8900
ELLENSBURG (W11) 962-2608
Civil Engineering
Land Surveying Land Planning
Public Works
I Project Management I Landscape Architecture
ESM
JOB # 1352-006-007
12 Yr'
14"
RECESSED
LIFT POCKET
W" - II N.C. SOCKET HD
SCREW 1 Y4" LDNG
(BRONZE OR S.S.)
h' x 2` RAISED PADS
2„ A(- 2._0„
r IF
6" CONCRETE
CLASS 300D ,I FIBER JOINT
PACKING
yal
45'{1j8) BEND
-+ T
2- 1
8-
1
> Z"
h---- 12 Y,, I �p
1 4- '
CAST IRON RiNG
WATER TIGHT
PLUG
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
PLUG TO BE SEALED
iN SAME MANNER AS
MAIN SEWER JOINTS.
NOTES:
1. 8' CLEANOUTS SHALL BE EAST JORDAN IRON WORKS, INC.
No, 3698 OR EQUAL: CLEAN OUT SHALL SE A WATER TIGHT ASSEMBLY,
2. IN UNIMPROVED AREAS, POUR A 1'-C" THICK, 2'-Q' SQUARE
CONCRETE, CLASS 3000, PAO AROUND THE RING AND COVER.
b STD. PLAN - 403.1
PUBLIC WORKS 8 OR 6 INCH CLEAN -OUT
+_ :+ DEPARTMENT _
K -- -- -� - MARCH 2O08
S=3 62 129
Utility Specifications
Sanitary Sewer Notes and Specifications
THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WASTEWATER UTILITY.
L All work and work material shall be in conformance with the standards and specifications
of the City of Renton Planning/Buibrig/Public Works Department and the latest edition
of the WSDOT/APWA Standards and Specifications, as approved and modified by the
City of Renton in the Renton Standard Plans & Specifications. A set of approved plans
shall be kept on site at all times during construction.
2. The hours of work in the street right of way shall be per City specifications on weekdays
unless otherwise approved in writing by the Planning/Building/Public Works Department.
An approved traffic control plan must be obtained prior to beginning any work within
public right of way.
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. A pre -construction 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.) It shall be the contractor's responsibility to notify
the Public Works inspector 24 hours in advance of backfilling all construction.
5. Contractor is solely responsible for the means, methods and sequences of construction
and for the safety of workers and others on the construction site.
6. It shall be the responsibility of the contractor to obtain street use and any other related
permits prior to any construction.
7. Plans approved by the City of Renton, Public Works Department shall take precedence
over all other plans.
8. A copy of these approved plans must be on the job site whenever construction is in
progress,
9. 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.
10. 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.
11. Open cut road crossings for utility trenches on existing traveled roadway shall be
backfrlled with crushed rock and mechanically compacted unless otherwise approved by
12. Datum for Vertical Control shall be North American Vertical Datum 1988 Meters, and for
Horizontal Control shall be North American Datum 1983/1991 Meters unless otherwise
approved by the City of Renton Public Works Depattment. Reference benchmark and
elevations are noted on the plans.
13. 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.
14. All pipe and appurtenances shall be laid on a properly prepared foundation in
accordance with the standards and specifications of the City of Renton
Planning/Building/Public Works Department and the latest edition of the WSDOT/APWA
Standards and Specifications, as approved and modified by the City of Renton in the
Renton Standard Plans & Specifications. 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.
15. Sanitary sewer pipe shall be polyvinyl chloride (PVC) rubber gasketed ASTM D 3034,
SDR 35, or ductile iron class 50, unless otherwise approved by the Wastewater Utility,
16. In unimproved areas, manhole to extend minimum 6 inches and maximum 12 inches
above finished grade or must have minimum 2` diameter concrete ring poured at grade.
In paved area, cover must slope in all directions to match paving.
CHECKED FOR COMPLIANCE TO CITY STANDARDS
N.r�
0 FIRST SUBMITTAL ESM 09/18/12 SURVEYED SCALE VERTICAL: NAVD 1988 NAD 1983DATE:
HORIZONTAL: /1991 / /201
1 SECOND SUBMITTAL ESM 01/25/13 DESIGNED: , C TY 0 � HERITAGE PLAT 09 19
8m Nl"S �� SANITARY SEWER EXTENSION PHASE 2 FIELDBOOK:
2 MYLAR SUBMITTAL ESM 01/28/13 R E N TO N
3 1 ST REVISION ESM 09 10 13 DRAWN PAGE:
43175 O / / 0m ONE INCH DRAWING NO:
C/STERN 4 REVISED MYLAR SUBMITTAL ESM 0s 19 13 CHECKED: DATUM Planning/Building/Public Works De t.
�ss/4NgL ENG� / / A*A AT FULL SCALEp SANITARY SEWER DETAILS SS-09
(� IF NOT ONE INCH
N 0. REVISION BY DATE A P P R APPROVED: SCALE ACCORDINGLY SHEET: OF:
9�i9�i3 13 15