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1. 57E. a ARE TO 3E 1N PLACE BEFORE :t:APrH.=LL VEi'ION'> .4kE IId>TALLEIJ,
t ASTINI - SHALL BE PEP ITT :PLAN 40'.
4, IMANHOLE SECTIONS TO BE :)F REINFG12CED -REI: AST C.7P CRETE.
ALL ,C =FITS �ETWELN THE CONE. RISER 2INCS, BRCII � AND AST.VG' SHALL wE GIROJTELI
r,. ,4:r,3c1_:firAEhT CiF ;HE i.>•+STIh:€; T=.7 r:,FiACE SHALL BE A4,,n,As-_A,aHE' +t4tTN A t,:,�MF�IhRTET?Ik "fF`
Aii...€tISP7 #ENT R dG`S, FRI..#�S ANC, ,AC,RT,A 5w„ . •.. ECt;it:: ; SHALL ??E `:T4G ;FREE! "a CREATE AF'-J h.1°,;
F 0NT 3 OF1/2 BON-1 THE ?SE CF '"NIT i a PE:jHlBlicl.
7SANITARY ;E'AtR MANHOLES SHALL HA%C ALL I TE-RiO= i7'S rP? ACE'S, 1 ;C.I.CI i1NG HANNEU C:,
O I
"+�,TEP :"' YAdSEALEfTH HIGH vaLICE .IRETHN,AN .E COATING-, r�A 5E+, 4IC.,,—ARG.E,N#Ei,[ OR
APPR" ,fD EC'L,AL, COLOR OF COATING ,>HALL RE 'AHITE.
RUBBER ,DA;'" ETEL ''DINTS :,HALL BE IN CONFORMANCE WITH ASTM C- 4<1,
s ''<EI_ -' HALL BE A :JI1v,I,A'.I'',t OF 1/4 ,fit THE I 7I..'I AAMETER t F 'HE 4 AR,1;ES II-E.
aA5HC4.E SHALL BE MADE UqNG GPK ADAPTOR, KOR N-SEAL Fc GTS ^R
i. �AVE A MINIMUM 2u1
-E. IN ALL DIPE:?1a,N',
" FI i i IC iti t' J; . Mir, " AN � 400.1
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STANDARD SANITARY MANHOLE
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DEPARIA11- I'
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PR ERTY f. NEE
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SURFACE T WITH
R; IN HIGH ILA. LETTER,A"dT? #E ARE
R AST # 4C a'=E , AR t N t THE ST Cu AVI
' 'F I JORDAN I Rr 'w"WK rxr 'DEI. TO THE TOP OF THE 5%, .
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-SEE Si, PLAN 4C4,1 F'-,4
NSTALLA Il 1
n ,;;E.PTAFLE RaxDU5 Fet? `LJE ',-,EWER .a#NNLCTIEn TO ryCAu.
LIMES ARE AS FVtli : c
A. ',4TRa#IEj CLAY MAIAN - CLIT N ANEW TEE ':€`IN ^LExBL.E
E.f3 :CRETE VAIN - C'` ,s1TH A n#A SA _Lf_ I`Oi4
PVC 10AIN ,.re. 0RLa-E: .,IIH A R;Riak.:4A,.,.+«.E
EQUAL) _p ..,, 1 IN A NEW "1EF
Gt ,.T'=LE €^CN: ; AI*, - CC=RE-DR?LLED ATH A R&MAC SADDLE OR
.ARP:, wvE>? EC -AL)
E MANHOLE �haNECTiChv - ALL CONNECTIONS TO AANHOLES SHAL> BE
AT VANUFA r JPE;L *<`vOC T,_ CW -"-E
`,'Re,,,Ti RF SHALL,. BE Cx)RE-„PtLLE ,
6 ,,. ALLOWA8LMAX.
FCC CAST IRC+1 PIPE
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MINIMUM 2, . C,It"'E itLOWER L NE
""AN THE L. WE, T I _ ELEVATION, WHICHEVER ;S LOAER,
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Ilkil t If _.API.
DEPARTMENT y p
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CITY OF RENTON
Approved by: Date:
MANRDLE FRAME E
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2t' "4E BEFORE MANHOLE LC �E TI a
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ARE INSTALLED,
C TIN > IiALU RE PER 5,R), PLAN 411
4, I`iANH -LE SEC ONS T,) BE OF EIP FCRCED PREC.AS7 CONCRETE
NCRETE,
A, ANTc F_Tr?_FTHE �fSE
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CIS ��.
CASTING SHALL �E T
Rt,TE=,.= .
6. AiIeT,EN fi" THE �+T1 T;SPADE_~ ,HALL"E ACC7� ISHEiWIi1-1 A
C;OMIBINA:7 N C=F AU,JSTMENT R NGS, ItF: ,. AND MORTAR QN I ftlC'I _ HA LL
f. r .» w ram,
BE 3T.+., •EKEi? T KEA E A ?C i VINO SONIC O • } e IRONIC.
s,`N1TiAdY SEWED MANH'�LES SHALL HA%,t ALL INTERIOR SU .FA"-uES, IN Lt..'DNG CHANNELING,
i. ,A,TED tSEALE I 0 TH HIGH SOLIDS <,jRETHANE CCIATI:'t., trAS ER
VC ARCSHIIELD CR APf� P..`'EU EQUAL, COLOR OF 'OATIN"' SHALL ICE WHITE.
8, Rl�)RFER . k _XETE ,I :ANTS SHALL BE IN CONFORMANCE WTH AS T'3
+l � E E TE,- 44 *,
a CHA'lNEt E1,"iT T,L#AL:�E A c. 4 TH, 'I'""FTH-
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CQVEP -SAME
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GASKET GROOVE DETAIL.
iG. E' T„ 4 E ? MANHOLE SHALL LL E MADE m „a INt ,. A.lih*�T _ R, Ki' R [%I c,
H, �7 aU:t AR ' R " y Ew E }I AL
11, IN Ji31vE0`s`EEAREAS,MANHOLES .HALm EXTEND t +IvIA_IOF 6A<IAA,� �#J4,F,
ALL COVERS SHALL BE LOCK NC LID PER
r1. ., .: .,t r,>„- ,i_J�(I�A, 'zN' t4"C.RKS IBC., J�1.. ?, r'i..': ':71� c"€,I;`I..
N�'..4� E€NCS�t _•_, GRACE .,tiN M T H4.'<'E A Ir4El�['♦I ,4♦I ;� t=l�i1+4ETE� �.;�' a„BETE RII:4xS , if.- '+ ,, .,x, , _ -,� �- ,.< ,,
PouRE, AT GRACE I`.v PAVE-, AREAS, CGVER MJI. T SLOPE IN ALL, ARECTIONS TO IVATCH ,,V4 : F:
'1 �, C FR�JA •..I, Y FOR .?TiI. C�.t
"ACE- I; , -IY,r "WATER")
G
STD. PLAN 4W� �
STD. PLAN 401
SAITARYA !C�E MANHOLE COVER
}EPARTNENfi SHALLOW DEPARTMENT IPUBLIC }Ik.
Mn
AL#. •}': ,5 SHALL 8E
, Y sE"E� . r AteYE. P IJ €� REN 1.41 ,�-
45 F. , "HALL M T 9E ACCEPTABLE
BE 3 .- V
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MLL *E)TIRE A S"AR a£F - - ------- - -
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. , „ `IL+E OUTLET 5 Af; Y4 WYE
vRtliE afTFi THE WORD 'SEWER" "STENCILED R PEP
SO F,+CE ,.LEA\:7 ' WTH ,., 4 ' ,, RE i Ff"'4 SEWER E
t CAST iFi4Fl t°> t L HIGH I1L LETTERS G c 'S , ' v ..,-.''v�� < -.�.. � �, r 5vI2Fe_E-rB.E+�^,>'..F43,
ua .. W'fesaMh,�v� AH�)i..,.. li . YT t, RtiG ^,F.vEE� .>#i?f, ',EE V,.T£,
EAST w ,
-. , h i' P E `F dATFi ANC", .S< �tlAN S4,t. LINE _�i.. E F.,.,
S ,E TEST
..� T . � aF THE ,. r ,
EXTENDED T t�_ T E ,�
a... ,3 2r?7-- ,".7 A,-�z�?C�'�,�'; Err„=PL;. (SEE `~,i,; I7Lr,.?v .. ,;' .r' rt>; FA••vf UP : "E: ors' k,: 'r Tre 5.1,. EI IY:
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SEE STC PLAN ,03 FL`8 � ci'��T't LIuE Sri xTE L;-= YRC F'EF,TY LEtB
_ 7bite
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i•CEPT;.HLr . R3t1.r,7RE:z F:3I? SIDE SFYr}f? TO MAIN Fu �
LINES ARE AS; t ;-L v"i4� VAIN SEWER LINE
u
A VITRIFIED CLAY IN
7#2, ) A4'„ t-, 'i`t to , X#
'# FTE. �Lt'. � �I CUT E TEE St a LE JEIL,i;
„C iPLINGS ;FED?.,.,7 OR APPROVE) E(Ii_ALr p -#E�
41 I
P CONCRETE MAIN .tCtF _:.,.,_IE.YTN ? .tDLE C,,"ta? ,'rrcr to r , afatlz. .a . �s_wvr
APPa04✓D7tAL) i�THE 5 Ci^.. ,E.ti3 £?vEK ANY f6kit2E H&.�G eam,fr,0 b� (,I, rtr�e�from, •» : sfa, c±ra•r!efcertrt+:?r^,n n ',jefa9ise
:^ Ws.c_a.,Y..:�
x r
F;aJ ` LE& L RlUta L,.CA M rELJQW THE EUVATt ti eE'nr r �nfi<
OF THE NEXT ,.'SIREAM MANHOLE OVEFr OF THE
C_ I"vw VAIN — CGRE—LII*<L:.E:, r TH A ROMA,; SAODLE � A-)�'tcCVIE;
' ,-#JL�Lt,: 'aEY+E "YS'#EAa. .� BRtrkFi.t;rr f'fi'E+rEhiltXt i Tro r c# rsa^ srrf# tt .,r..,; 't ,3r :.ira tre acres tar v r ;xry
ECAI&L> _ C T IN A NEVI TEE <SIN1, P?a iC` -_Ok P_I 1GS a a 3E 4CE ';IVOH Aa CLEAN HECK EXTEN ABLE T' :; ri
' ! RCi';W's":E#? :'„L'v;=.•. CO fiE=== ^+rE^ E^,uRi SHALL .: E ;'•'rll Car twee-vkui tag the €}epnrtrrr.rrot r^at,I<€' Mork; �'„h:;x :x
i ^-t= aa: ,-:• s r I A'T>,' ATE r,e;217rP.r'E". grt:d•etw 3, llpeclFsrs by the rr+:vrv�tartarer, •.,h;vl'. 1"'
C. DUC LE • tiff PAIN — _IRE—v. LLED MTI+ A ROMAC ,�'C)DLE f0R tii
rtPs'R"LO E-QuAL) ,t d Cr aims.
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r' .r r4- , a ud �a I,
,AT Sgh4L, A , JC Ea.:'s.CJ n , T,.:TFi ,,, — SURFACE LEAN#ti T
r s,,°T„ s <^ 0 _. rs (' �,. ,,. -. c♦mex :r'�St s, : a City r•£ 2Tertt , Gr.x.E? r -use tc e- aast9 gt':er,
aTRu. ,,.�� ".iH.reLL BE ..?-'a�LLE... � t 4 ,r! 4 Y., wYE o
4- PIFIP,,�, c,x irmaI, Iw pipe at , ,r-:ade 9. ':%..
F �`v s, F'>s IoSpeCtM Cf stile a^w*t, cds �4 hsrrS jr, 01r3r-e TF:e
B€. OINO TRAIN FOR irspectict" onne rumber Is or, the side s -er Iserr-,it °S,le
..„„ ,1. LOWE4.E,ATICN.I HOs SE mast he €early t,ar to pe'ct:rx, and repre�s¢rrn'I•Te• -sr a,fl :s. when
61 — ALLOWABLE MAX,
£" p'c-.#ci <aeri v€-% it ctp{n'tr:#nil *k'"ie,. itsim .nafz nn-i Midz �Aclf
`„ FCR AST IRON PIPE E F� to'lied PP" J't+ Sl.&`f:t'icxa.lrsns Makt- the rnwne -i{"" w We.,
0 ,a; , K 5 (( „wj : h ... k. 1
-i i, `rl I` -. o�^tr D. . , it rI .he ditch •aetil �" # ciwrr by th^
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t f' y ,,.
Y Hill= t tc lw Er Cq yr €3 a 4 R
G%+ 's Y52 1iv: ER>�6A THE HOUSE €R r �, `&+� A ,.?�',,. T LINE .__
.,f.. �,. :'''/t . j ; i kgyLa wimE , EWE,^ eALVIN,r, ';:;EAvR
S )NI HET`E 71 t I'�Ltic.Kifii; '/rat„ t" , � �;t,. C3�'`' � �
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C All t.q,c rltr4 awith, +
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r ^ a n r — Z Iz r, �' ir:ctta'Ar# iI SaTfaty on€{ Ht'allb A,,. -
t.C�l`« -_. , ..-u x �; ✓; e, ;. -- ram-.. - �.: f's 4.1 :.reou:h rt+s+oratrvn tar ..,cic .,-xr,.,, x, I,:r P b€rc right x.. ,a,:,
a
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,� �. A � se ,, 1_ -% �, r � � ,r � � '~ � � sh'aH crttc�rrn tc 2Fe mast �.urrcr# `.ranch aes±orQt,cr=
„ F TEE MAIN GY t5 t fine ex T
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-...._.. —.._. ._.,. ca Al htdclrnq ie,
{ — 6
t,NLE._S "DTHEr,'&SE HON'N .Jt PLAN, ,SIDE SEWER SHALL HAVE F.
Mi Nl.tllA 2.5ors, rE T AT >,.RC;F'Eix :Y LINE ,tR U,-.`: Lt.�,": x r. ;
'r AN THE LOWEST HOUSE 'TIE }'ATICIN., 'P Ia 1CHE'r`EFK S
ALL Ft:-
s
w ,,,,+ �. PLAN 4£?B.�
STANDARD SIDE SEWER 9i'!�. � 406.1 ;..� � � ,. TYPICAi. BUILDING 5EI/1l`EFt
t h4 Pt"BLIC WO K` —
T FROM PROPERTY LINE Ci
. .., 11AISTAt.i.ATlQlti
E
i
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__ �- Bul�,.DlN� CONNECTION ,�.f�>� R
{SEWER MAIN TO PROPERTY LINE) sKFTE:�t�3�� L1t� ,< : ti .FF''I'F
��Approved by: I V � Date: � yol4 � � = �'72®
F ENC3#NF,_-_-48N(3, LLC
Approved by: Date: CIVIL ENGINEERING - PROJECT MGT - ADV. HYDRAULICS
8957 DISTRICT LINE RD PH (360) 661-6656
Approved by: Date: BURUNGTON, WA 98233
NO.
aTT�:I
(SEE N TE - 1..IK4IT`,- C)F PPE _ 0'NE
77 "" -
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SE WE FIFE
INC;TES:
i_ PROVIDE UNIFORM SUPPORT JNIDE-t BARREL.
' HAND TAM DE4 Hfi Ni"'HE
COMPACT 3EL #4P1G MATERIAL TO 95ADENIATY EXCEPT L?# TLY
,'REF PIPE HAND TAMP ONLY,
4 PIPE INSTALLATION SHALL BE PER ' E'CTICN 17-08 t"-
STANDARD SPECIFICATIONS,
PIPE ` NE "AATER!:AL aS14ALl uE "c�A�rEL FTA'>FIL:.
Ar: W r EC#FIEC IN THE ACGREC ATES SECTI'}N .7 THE
:'.7E..�1I'93�'r,;°?i i'iA. •� OR PEfi ,RA',,EL..
L I IiC?PE:IU IN SU-H A MANNER AS TO L RE iLO-v
IS MAINTAINED,
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TRENCH .rl:�tTl, H f; .x .-T1 .�# - 1.. OF THE
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DEPARTMENT i FOR SANITARY SEWERS
STD P'W - 405
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TIME (SECONDS)
ALL 'SEWER PRE SHALL MEET A VI'4Vk,%%
PR = 45 PSI.-.. FOR S ti:-._T
E�St1RE TEST _. c
a~#ILi7F HE sac: ' ' YE PATH "It# L')SS OF PRESS£tkE. W THERE S A L:}4S
OF PFtE�SLJRE, THEN THE TIME 'i THE CROP F#t;;s.!
:1.5 ,I,* " S 5 * M;H A'l NOT ERE LESS
THA. THE TMF SHOWN „N i'4 ?.-?;7;!>!," TA.PLESJI�.
IC WORKS IR TEST TABLE SM. MAY, 410
+ (LOW PRESSURE) _ .-,,,, ,
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