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STAHWX(D PLANS
C t-7 I3T DATL: 021/i)S
1'SIG. NAt4F: H032-- i SD PAGE: HC.5:.1
MANHOLE FRAMF AN-) C)4'ER
P-I, STD P:_AN rrl,
ADJUSTMENT RNOS (2 • m N.)
SEE 'J J I L 4
" FAIN. TC
MORTAR JOIN,Sj ; `/5" 2' MAX.
SEE VOTE 3
ADAPTOR
COLLAR
RL[ E3cIi tt f 12" P'Pr 3" ;
rF ECaS VALVE 'MAX.,
CPAE."EER CONE
R.C.P. OR r� -
EG'JAL ;
r�
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1
POURED -IN -PLACE BASE
N C: TFS,
1. CASTING SI!AIA, BE PER STD PLAN 4.01E
2. CONE SECTION TO BE OF REIN: 0RGEU P?ECAST CONCH_IE.
3. ALL �C NTS EET`6EEN THE CONE, N:S=P, RINGS, BR CKS .ANTI CASTING S. }ALL f3:E CR^JTEC.
4. AUJUSi`."EN C, H_ CA.S-;iNG TO SRADF S k _ 27 ACCOMPLISHED WITH A.
COMBINATION OF AD,AESPAENT RINGS, ER'CKS AND +AG? -AR QNL". LF:ICKS SHALL
BE STAu1BERED TQ CIF,'_AIE A RLNNING 3OND OR i "2
- 17 U`-;F 17 ! _*A! I S, I5 :1R0H1.3iTE1'..
5. SANI TAR" SEWER MANHC_ES SHA_- HAVE A__ IN_:-RIOH SURFACES, I\1C-I.L0ING CHANV-LING.
COATED (SEALED' WITH A ''H,CH SGLGS I:R'ETHANE C;CA .NG; WAS',=R
MC-ARCSHIELD OF APPROVED ECJA`; COLOR O` COATING S-P LL B= 'a",' i TE-
G. HLE8 P GA.SKETCC PDIN-, SHALL SE IN CCN70.R%1AN'GE WITH AS-V C- 4_43.
CHANNEL HEIGHT SII,AI.J.- BE A M'NNIft. OF 3l'- THE INSIDE DIAMETER 0` THE LP.FGES F'IPE.
c,. CONNECTICUS TC MANHOLE SHALL BE MADE USING GPK ADAPTOR, K(JR-N-SEAL.
BOOTS OR ArPRO',,ED ECJAL,
IN U 4'MPRC','LJ A?-aS, MANHO'_ES SHA__ EXTEND A io NIMUM QF 6" A'JD A MAXIMUM OF
1" 2R4F CR hI;ST HAVE A M'JIMIJM ?' G'E4METER GC3¢C?ETE wINVSC
POiREC AT GRACE. IN PAVED AREAS, C `Jt- tv1DE F SLOE IN AL. C IR-C-IOV:S TC I, ATCI-i -A'VIrJC.
Yt.13LAC: YrOPKS B6AAJF30L7-_
DEPART` ;=N1' !E."%,RA SH4LL-VA,7
y, y ff SE-2 T EM3ER 2C1 I
et��1
SE 1/4, SECTION 14, TOWNSHIP 23 N., RANGE 5 E., W.M.
�B❑LTH❑LES - 3 PLCS
EQUA-LY SPACc 120'
> r. [ wm
r�rr ai . APART [IN 23 1/16' 'b26Mr•.)
,x,
LIP B,C, (SEE DETAIL)
5
RENTON
�\ SEWER a
COVER & FRAME:
PLA.i•F ViEVV
25, Dip,
C63�rRr,] 1'
11:rr�1
I
3 3r4' L 2 /2'
2?2rnr] CC�-nr,l
TYP
COMER SECTION Vi'EW
EG 1/2' DID,
CG73r,m-
L'S 1:•4' ❑IA
C6�1mM1 � 1 1.'15'
12 7 -1 r 1
JEJPSENE GAS{k'I'
14 1
j 6�
---... I C1C2nrnC
23 3: 5' DIrj C_ ❑'EN
27 1i15' DIA
I
��s4�r7
I 34 1!a' ❑IA
j 7
COVER BOTTOM VIEW
�(3) 3-T SO:, (-,L-EN HEAD:
x 1.5 SJ
RUBBER WASHER
EON BOLTING DETAIL
C r7r2]
I
f3m-_I
I.R• .._� 1
CR=mM]
GASKET GROOVE DETAIL
C>>nM: NJOT_S:
ERaAIME SECTION" WEIN . ALL CC`�=RS BHA_ HE LOCKING : F) PF?
EAST
JORDAN IR3N WORKS INC.
Nc, 3717C1 OR
FOLIAI.-
I
2, LSE FRAME AND :.':�V_R FOR - �- 10IRh,1 ,SPECIFY
"0RA;N" ON CID'VER), S+' MTARY (SPECIFY
° SEWFR"„ �CR '4A f:-f: (SPECIFY " WA ER").
STI D. PTA --
401
,'I
PUBLIC',V0xs-
�., DE-'AFTMENT
�v �
DECEMBER
2DD9
7' k'.IN.
t
;TYP;
s
r-:
NOT TO SCA.L=
A"ANHCL- FRAME AND 'COVER
SEE STC. :)LA4 441
�-- ADJUST}."FN7 RI'J;,S ;2" t"IP..j
SEE NOTE c
t1C; FAN
SEE VOTE 5
corJF r�;;r:-N-Rlc}
RUBBER :,ASKETED JOINTS IN
ACCCRDAI`,CF VATI- hSTM 'C 443
STEFS - POLYPROPYI_FE.1- STEPS
SHALL EE I'gC'_JCCD
CC'dCRE RIS=R BY PIPL INC.,
OR APPRCVFD EQUAL.
- L.ADDER-POL'Y='ROPYLE,N!E
5HAI1 EE ATT"",CHED 'D YANHDLE
- IAAX. PIPE: SIZE
CONCRE I `. SF LF
''RECAST EASE SEC -ION
OF. CAS- NS[-ELF.
48'
V!I _
Lq,._-_
6"
MIN.
G"�,!HJ
3.t" MEN.
24" VI\1.
24" r""I'd.
21" G.
54" VH 54" 8" MIN.
2, " D
60"
VH
5'0°
a"
M1N-
E" MI"J.
4`" NI'•I.
1
1. S IE'S J EL PUL`R0;•YLENE SAFETY ST-PS.
2. STEPS ARE TO 3E IN PLA;;E 3EFUF:_ VIA.N�1JLE SECTIDh.S ARE INST.AI I =I?.
i CA51INC SHA-L BE FER S. DLAN 401.
L. VANH'OLE SEC -IONS TO BE OF PEi,�rFDP.CEC PRECAST CONCRETE,
S. ALL . 01' 7 B TWEEN THE CONE, R 5ER FINGS, 3R C<S AND "AS I AG SF-A-L BE GROUTED.
6. ADSLS-MFV- `,- `HE CASI-INC. TC CRADE SHALL BE. ACCCMPLIS-1ECWI -F. A COMEIKAT CV OF
AD,.J`-T'.1FNT RINGS, PRICKS AND MDRTAF GNP,': 3R C;�;�l S SHALL 5-ACSERED TO CR-r",-C .A RLNVINI ,
BOND OFHh
7. SAra-,ARY SEWER 41ANHU-LS SHALL :1.AV-_ ,ILL NT-RIOR SL P7-ACFS, INC .ECIIJC CHANNELINC,
C:OAI=D ',SEALED} WiTA A IIIC;II SCILDS LRET-.ANF C7.gl1NG; WASSER MC-AROSHIE_D OP
APPR(11VFT' FGIEAI.; .^.CLOF OF C!)%T .G SHALL EE 6&-ITE-
S. RU3B7R IOASK-TFD JOINTS .,HALL FE IN CCJ^QR+.4ANCE Ur:-H P,S:M J 44a.
4. CHANN-L HEGHT SHALL BE A t+INIIv11_M OF �/4 C- THE INSIDE DIAK,ETER C'= T1E- LARGEST FIP=.
'3. C'D.NNECTIJI`S _0 MP.N-IDLE SHALL B_ VADE JE NG GPK P.DAPTDP., 'XC'R-'4--S2P.L BOOTS OR
;,FPF('V'D EC; JAL.
I. IN LNIMP; COVEC AREAS, NANHiLES SFA_L=x,rENU A M N MUY C= 5" AND A 41AX VUm C" 2"
AGOVC FINISII-D GRADF C'? \4JST HAV.= A h.11hIMLt, 2• DIAMETER CONCRETE RINGS POURED AT GRA.DF.
IN 'AVEF AREAS, CCVER t"UST SDP= IN P.LL DIRE(,'TI+ONS -10 MAIGH PAVING.
zk STY}. PL4y - A-0O.1
PUBLIC W ORRS
{, FBI DEPARTMENT �? ,MDAl-D Sr'�u`R.'173'AR �` �A AG�XOfLIE
-SEPTEMBER 2D1'
REVISION
- ';n' 'SEE NOTE LIMITS OF r-.,?E_ ZONE
1
!'�9/0,E�DDING MA I ERAL FCR�,
SAKI ARY SEWER r I ' ' 1
;SEE NOTE 5) _ r� ^y j,'r , 0. 0. OF PIPE
70JNIDA,T!C?N ._I°VEL
6"
LI- Lj U FOR StiNITARY S`r�,'EFc PIPE
PROVICE UNIFORM SUPPOR T JNQER H:`,PREL.
2. HAND TAVP UNDER HAUNCHES.
3. COMPACT BEDDINIIC MATERIAL TO "D5r •"'.AX. D`- SI` EXCEPT D!RECTL
OVER RPE, HAND TAMP ONLY.
4. PIPE INSTALLA"'ON SHAL_ BE PER SECTION 7-OB OF --E'
nSTAII ZONE FCC MATE
-i!;ATIONS. r� nr �77
v- PIPE z��1C iYr fg4TE'•IAL aH L t...E PER SECTION lc')N v-43.1 d(��,,r
Off" TFE S AIN'CARD SPECIFICATIOIES OR PEA. GRAWL,
6. PIPE ;SUS" BE .ANCHORED IN SUsCFi A MANtNER AS TO ENSURE FLOW
LINE IS MAIN"T,AINED.
7. TRENCH WDTH SHALL BE PER SECTION 2-- 09-4 C`,F THE
TANDA,RO SPrCIFJCA.IITJNS.
t,
• PUBUC WORKS
10 DEPARTMENT
s
A
STD, PLAN - 4055
CA
=G 4 .ENO*)-,',' _ .
PA TCk hC NTS
CA.
iiALT TO SE 2
J ;F 'H L R
r
s
-�f S ,GIBE A TFP.
RING
: T a 'i M N.) CR
, I
N01E 3 AN; SPECIAL OROMS_t;
BRICKS. SEE NOTE 4
7-CI5.3�7]
i
i}}
1. REWOVE Rr�'i"- AND 'a5>; R9f1?'EFiIAL� FOR A DIS - N C _
k .=.LL .}CIt1iTS 3ETe`. EcN HE COVE, ADJUSTMENT RINGS, i
WHIICH IS 5C`--..._ .._ _LAtv!ETER C= THE FRAVE tR_US 1701,ir
34;CKS A` D='2A74c SHAVE ?E GROV-1 ED
FEE'. AD.IUS' :ASS, X2 TR.AME TO PAVEMENT SURFACE
USING RIS^P, RINGS OR CONCRI-E 6'_OCKS PER STU PL4.N
AD-USTNIE C -THE FRA,VE -t GF-AD r SHALL F E
40.1.
f,C,`.CMPL,aMG:_ t"' 1 " ::CTI'. RNATIO� 0: ,5Z UST1?EN T
RNGS. BORIC=,3- -TFk ONLY BRICKS SHALL SE
7 R=_PLACE FXCA%A EC rAATERIAL it'T'i A AINIMUhi OF c' OF
&TAGGEREC m r RUNNING BrJhC qR +12 90NC THE {
LAS-R '8' ASP'iAU- OP -O A DEPTF TH•+.T !$ 2' °ELOW TH=_
SE nF S ttk E�eTE �.
30TTOM OF THE jPPER AWLISTMEr:T RUNG WHICHEVER IS
1
GR EATER OR AS A ^ PFZ.,V C-O RY T:�F E N G I►y EEER.
"•. -j PUBLIC WORKS
tom? �l DEPA?TMENT
.INiRTCJ�
N/A
ASP
DFAW
ASP
SP
BY DATE APPR "�1i0N�sP
'julf - AN-4
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
Date
Date
9LIILE:VERnrAL _
IM
AS SHOWN HDNZM L- We I=lWl
ONE'S' DATUM
AT FULL BGILE
IF NIOT ONE WM
SCALE ACOORORIOLY
RECOMMENDED
FOR APPROVAL
BY
BY
BY
CITY OF
RENTON
Planning/Building/Public Works Dept.
SANITARY SEWER NOTES AND SPECIFICATIONS:
1. ALL WORK AND WORK MATERIALS SHALL BE IN CONFORMANCE WITH
THE STANDARDS AND SPECIFICATION OF THE CITY OF RENTON
PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION
OF THE WSDOT/APWA STANDARDS AND 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 BACKFILLED WITH CRUSHED ROCK AND
MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY.
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.
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 THE 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.
S=384604
DALEY-MORROW-POBLETE7 INC.
�OF R S • to
726
AUBURN WAY N.
�F
AUBURN,
WASHINGTON 98002
PHONE: 253-333-2200,
FAX: 253-333-2206
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PF 8352d�
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ENGINEERING - SURVEYING
FS T E`� \���
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LAND PLANNING
ION L `\V
incorporated
STAMP NOT VALID UNLESS SIGNED & DATED
MINDY'S PLACE
SEWER NOTES AND DETAILS
U15000278
DAM*
WRIL 28, 201
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