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'AANIICLE GAWL AND COVER
5E= S I D. PLAN. 401
AD._USTMENT 4INGE ;2" YIN.,
FE= NC-E 6
NCA2TAR .POIN-(5J fJ%8 WIN-)
^EE NCTE 5
iU=R=R GASKFTEG 101NT- 11,
A..: CRDANCF 41-H AST`A C-,I•=3
S EPS - =0_YDRJPY h,NL STEP=:
SMALL EL INCLLULD
. ONCRFTF RISER BY PIPE IN
C'R A.PPR•OLED
LAU;;Lk-PJLYPROP YLENF
SHALL BE .ATTACHEC 10 MANHCL=
MAX. PIPE SIZE - 'L'
�0\ORETE SHLLF
7RFCAST BASE SECTION
DR CAST IN S-ELf
NOT TO SCALE
P4,1 VH
54" VH
A'
48"
c„
B'
6'' MIN.
8' MIN
`C'
5'MiN
5.5" MIN.
D'
F
24" MIN.
21 .0
24' MIN.
24" 1.?-
50" JAI I
6C"
8" MIN. 1
6" M V.
42' MIN.
3C" I.D.
NC -ES'
1. STEPS TO BE FOLYPRD,YLENE SAFETY STEPS.
2 7-EPS ARE -0 BE IN PLACE BEFORE M.ANIiCLE 'SECTIONS Af.0 IN='ALLCD.
3. CAST[% SHA..1 RF PFR STD. :"I AN 401
4 MAN '0 F ,F ' I(%NS I) RF OF REI\FOR^EC PRECAST CONLRE_
5. ALL OINTS BETWEEN TFE CONE, RISER R NOS, BRICKS AN AF-ING SHAII RF GROUTED.
E. A.UJ_.i i'LN1 CL HL ;A�11\6 10 GRADL SMALL BE ACCCMFLISHEC PATH A CC4u,BINATON OF
A.DJUSTMENi RINGS, HRICKS ANU MCHIAK OVLY: BRICKS SHA_L 3E STACCERED .. -REATE A 7_'NN'NG
BOND OR 112 BOND. TH= USF OF =HINS IS PROHIBITED,
SANITARY SEWER MANUOLES S-IAL_ ,-AVE AL_ INTEROR SUIR ACLS, N;;LUDI%C, CHANNELIN-,
CUAIED (SEAL_:) VAIH A H GH SUL US URL IHA.NL COATINC. WA:SS=R ti'L-ARJSHIELD OR
AP=RCVS) `_QJA_: CDLOR OF COALING SHAL_ B_ 00-I-E.
d. RUBBER CASKETFD- JOINTS S-AIL BE IN COVFORMAW71` VII'H ASTIR' 441.
9. CHA%NEL HEIGPT SHALL BE A. 1,41NI'AUM OF 3/4 JF TH= INSICE DAMETEP. OF THE LAR'CE_�l PIPE.
'0. CCNNECTIDN5 TO MAN-IJL_ S-ALL ,"'.L WADE USING C=K ADtPIO�R, KCR-N-SEAL BOOTS OR
APPROVED EQUAL.
11. IN UNIMPROVED AREAS, MA-JH01 FS ShAI I FXTFND A LAIN MI, v ')F 6" AND A A'AXPAuk 'S� 12'
ABCVE nwEiIED GRADE OR LUST HAVE F 1dINMUM 2' NAMEIER CON;;REIE RINGS POURFF' ,AT GRADE
IN PAV=" A,F4 .C'v=R WIF S_')'F IN ALL DIRECTIONS TM MATCH PAt^NG
y I
"D. PLAN - 400.1
HLHUC WORKS STANDARD SANITARY MANHOLE -
�'±•`,� DEPARTMENT
SEPTEMBER 2011
ICI
6" BUI_DING SE'h'EH CIF'_
'FF W� H 5" SA_k OJIL.ET
b 'Al:4 SfMR ANll-_Rl.LPING EWER
PROP=^.TY LINE
=UTJRE
' RUII n.N,: .`•EWER
`5 x6 {6" WY= `2 ' `I TJD MARKING P t. 'AIN ILL:
6`x6- 6* wy--CI(H.11 N111 W ITL WIII -HE WORD S..',NLP.1 STENCILED
SLRFGnAS R ih' R'N'� R COVI-P P' IN 4iI�H BLACK: LETTERS AND }B PARr
w W tAL' AROUND THE STUD ANC
a 'EA4T JCRCAI 170N w CKS EXTENDED 0 THE -OP n7 If IL STUD.
!Nt AI Pk()v-LD EQUAL.
SPECIFY 'SEW-R' ON : F;.
SEL `_AU. 'LAP. 40 .1 FOR
INSTALLATION)
ACCEF'AB_E PROCEDLP.ES FOR SADF S=14FR CONNLC-101,45 TO MAIN
LINES ARF AS FCI ONS-
A. 0TRIFIF7 N.1,Y MAI\ - CUI IN ICE USINC FLEXIELE
COLRINGc� ;FE,NCC OR AFPROVF7 EQUALf
E. CONCRETE MAI\ - C2f&-DRIIFI) 'NII-1 A ROA•P,C. SADDLE (DR.
APPROVED EGC.AL,.
C. PVC vAN CORE-CRILLED WITH A ROMAC S.ADCLE (OR APPROVED
EQLA-; OR CJ1 IN A NI -W _EE JSINC RIGID CCUP-NG�-
O. DUC71F IRON 'AAIY - CCrE-DQI_LCD A1TH A RUMAC SADDP-.F G"R
APFRO'VFr: FQP.IALI
F. MANHCAF CONNECTION - ALL L'ONNLCIOAS TC kA.N'HOLES S-IALL BE
A- 'JANJFAC-URED KNOCK -OUTS OR Till
51"JCIU-iL S,IA_L BF "ORE -DRILLED.
/- u0" AL'-O'WABLE MAX.
FOR CAST IRON ''Ir'E
/ QR DUCT LE RUv FIPE.
1:3:5 MIX , y� I `v
CONCRETE f +
3-OCKIN
1
\J B" SDE OUT -ET -_E
f SF'AfR
6" MIN, MAIN
CONCRE IE 31 CCKINC ANC F_
CF TEE .AT VAIN CA/ER 25
ELEVATION
NC-F-,
UNLESS OTIICRVol5[ SHOWN CN P-AN, SIDE 5F'+YFR SHAI I HAVE
- MINIMUM 2.5' COVER A- -ROP_R I" LINE L* 3 5' LOWER
THAN THE LOCJES- HOUSE ELEVATION, V&-IC-iE%1CR IS _01NER.
a
G 2% MIN SL OPE
I-ORIZON IAL
k VAIN
TYPI -A. ID "E'WF? EI -VF-0N
STANDARD SIDE SEWER I STD. PLAN - 406.1
PUDUC WORKS
"�•1.' DEPART)iGN" INSTALLATION
(SEWER MAIN TO PROPERTY LINEj SEPTEMRER 2011
BOLTHOLES - 3 PLCS
EQUALLY SPACED 120'
APART ON 23 1/16' (506mm:
➢iA S.C. (SEE DETAIL)
f RENT
0 l
EWER
� �V3
=COVER BOTTOM VIEW
COVER & FRAME
PLAN VIEW
an7
(19n1n]9m)
- 1
8 3/4' 1 2 1X2'
---� C222nn] C64nn]
TvO
COVER SECTION VIEW
16
DIA
i]
.-tr4" cb'un) D: C27nnl
KE'_PRENL CA :ET
y f 1
C152nn]
5/$1 _ 23 _-8' DIA CL CIPEN
5, r1nrImar ,i
I
DIA
_ DIfi
r-
`I1 BLT SOC. (ALLEN HEAD>
5/13'-11 X 1.5 SS
RUBBER WASHER
EON BOLTING DETAIL
ua' _{ �t
C3nn1 +�
Ire• J ,
GASKET GROOVE DETAIL
NOTES:
FRAME SECTION VIEW 1. .ALL COVERS SHALL BE LOCKING LID PER EAST
JORDAN IRON WORKS INC. ND. 3717C1 OR EQUAL,
2. USE FRAME AND COVER FOR STORM (SPECIE`'
"DRAIN" ON COVER), SANITARY ';SFECIFY
"SEWER"), DR WATER (SPECIFY
S9'D. PLW - 401
+I + MANHOLE FRAME AND COVER --- ---- ----
MARCH 2008
i
W ',SEE NOTE 4) ,- LIMITS OF PiPE 701`417
BEDDING MATERIAL FOR l�
SANITARY SEWER PIPE 0_D_ OF PIPE
(SEE NOTE 6)
FOUNDATION LEVEL
BEDDING FOR SANITARY SEVkR 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 (MOTH,
5- TRENCH BACKFILL SHALL CONFORM TO "BACKPLLING" 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" A5
SPECIFIED IN THE AGGREGATE5 SECTION OF STANDARD
SPECIFICATIONS,
7 PIPE MUST BE ANCHORED 1N SUCH A MANNER AS TO ENSURE FLOW
LINE IS MAINTAINED.
1---. STD. PLAN- 405
* `,* PUBLIC WORKS PIPE BEDDING
J DEPARTMENT FOR SANITARY SEWERS
t ' MARCE 2006
RECESSED
LIFT POCKET
V - it N.C. SOCKET HD
SCREW 1 X" LONG
(BRONZE OR S.S.)
)z" x 2" RAISED PADS
11
CAST IRON TNG AND COVER
2" A_C.
I
6" CONCRETE
CLASS 3000
45' (1/8) BEND
FIBER JOINT
PACKING
WATER TIGHT
PLUG
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
PLUG TO BE SEALED
iN SAME MANNER AS
MAIN SEWER JOINTS.
N-O___
1. A" C1_rANOUTS SHALT_ BE EAST JORDAN IRON WORKS, INC.
No, 3698 OR FOUAL., CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY,
2. tN UNIMPROVED AREAS, POUR A "'-C 'HICK. 2'-Q" SQUARE
CONCRETE, CLASS 30DO, PAD AROUND -HE RING AND COVER.
i
1 STD. PLAN - 403.1
PUBUC WORKS
S OR 5 INCH CLEAN -OUT
DEPARTMENT MARCH 2006
,r
i
Utility Specifications
Sanitary Sewer Notes and Specifications
THESE NOTES SHALL APPEAR OIL PR03ECTS FOR THE WASTEWATER UTILITY.
1. All work and work materia shall be in conformance with the standards ano 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. 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 avoia 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 bo 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 bath 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
backfilled 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 Department. Reference benchmark and
elevations are noted on the plans.
11 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.
11. 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 iength of
the pipe will be supported on a uniformly dense, unyielding base. Pipe bedding shall be
pea grave! 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 .2 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.
S=362 172
AS -BUILT
CHECKED FOR COMPLIANCE TO CITY STANDARDS
n� !�� Z 2 MYLAR SUBMITTAL ESM 01/28/13 SURVEYED: SCALE:
CONSULTING ENGINEERS L L C - �'L DATE:
WARNING: 33400 8th Avenue South ®� (� NEWEL` NAB '9� HERITAGE PLAT / /
3 1ST REVISION ESM 09/10/13 N� HORIZONTAL: NAD lsas/1ss1 �t+ CITY
� � 07 �Q �1
Suite 205 DESIGNED: �1 f
Federal Way. WA98003 4 REVISED MYLAR SUBMITTAL ESM 09/19/13 In\� �n\I SANITARY SEWER EXTENSION PHASE 2 PAGE:
FTLQtAL WAY (253) 838-6113 R E I V T Q I V
THE UTILITY LOCATIONS SHOWN www.esmcivii.com EVEREF (425) 297-9900 5 ASBUILT SUBMITTAL ESM 06/24/14 DRAWN p�
42334 ONE INCH DRAWING N0:
Public Civil Engineering
Proectnd uManagement Landscape Land
ing Arrchitecture C/O 6 ASBUILT MYLAR ESM 07 16 14 CHECKED: DATUM
ARE APPROXIMATE ONLY. DEPTH save / / A�II AT IF NOT FULL
NCH Planning/Building/Public works Dept. SANITARY SEWER DETAILS SS-09
UNKNOWN. CALL 1-800-424-5555. ESM JOB #1352-006-007 A No. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET: 13 IF15
/6� 11"'
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