HomeMy WebLinkAboutS-393307wo
MR
i
1/16' C596m)
DETAIL)
COVER & FRAME
PLAN VIEW
25' DIA.
635M1 1'
3/4' r t25nn]
L1Avn] 1'.
8 3/4• 1 L 2 1/2'
--�
1222mn1 TEAM]
TYP
COVER SECTION VIEW
COVER BOTTOM VIEW
(3i )BLT 3D, (ALLEN HEAD)
5l A 115 SS
RUBBER WASHER
ILL
EON BOLTING DETAIL
26 1/2' DIA
E673m]
AS vv Dm 1/4.
t641M] 1 1/16' [Gm] — 1 vtb•
v' wmu Dbf [z7MB [z7m1
NEDPREIY WA(ET
6• V9'
[15PiNv] Limn]
1 ve•
R m]
23 3/9• DIP CL OPEN
Es94mm1 GASKET GROOVE DETAIL
27 5/16' DIA
[6l
34 1/9' DIA
[967mn1 MORS
FRAME SECTION VIEW 1, ALL COMERS SHALL BE LOCKING LID PER EAST
JORDAN IRON WORKS INC. No. 3T70 OR EQUAL
2. USE FRAME AND COMER FOR STORM (SPECIFY
"DRAIN" ON COMER), SANITARY (SPECIFY
"SEWER"). OR WATER (SPECIFY "WATER").
SID. PUIR - 401
PUBRC WORKS MANHOLE FRAME AND COVER
DEPARTMENT DECEMBER 2008
PORTION OF THE NE 1/4 OF THE NW 1/4
SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
CITY OF RENTON, STATE OF WASHINGTON
W (SEE NOTE 7)
BEDDING MATERIAL FOR
SANITARY SEWER PIPE
(SEE NOTE 5) '—\
FOUNDATION LEVEL —
LIMITS OF PIPE ZONE
OF PIPE
BEDDING FOR SANITARY SEWER PIPE
NOTES.
1. PROVIDE UNIFORM SUPPORT UNDER BARREL
2. HAND TAMP UNDER HAUNCHES.
3. COMPACT 9EDMNG MATERIAL TO 95% MAX DENSITY EKCEPT DIRECTLY
OVER PIPE HAND TAMP ONLY.
4. PIPE INSTALLATION SHALL BE PER SECTOR 7-08 OF THE
STANDARD SPECIFICATIONS.
5. PIPE ZONE MATERIAL SHALL RE PER SECTIGN 9-03.12(3)'
OF THE STANDARD SPECIFICATIONS OR PEA GRAVEL.
6. PIPE MUST BE ANCHORM IN SUCH A MANNER AS TO ENSURE FLOW
LINE IS MAINTAINED,
7. TRENCH WROTH SHALL BE PER SECTOR 2-09.4 OF THE
STANDARD SPECIFICATONS.
PUBLIC WORKS
DEPARTMENT
CjE2TOUMA ENGINEERS AND
I'vLAND SURVEYORS,PLLC
255 SW 41st STREET - RENTON, WA 98057
PHONE (425) 251-0665 FAX (425) 251-0625
PIPE BEDDING
FOR SANITARY SEWERS
NO. I REVISION
(1EM01X AS NFFCED)
xxER SrvBE •4
I WN RE N!']Ef
mal W )
�r somm SM
MAN SII A 8" TZ
ALL 9C' IBM SMALL K I.[CtlWt
BY MEANS 0" A wN WITH CLEEOUT ANY
KNEED. Top •5 RE165 SHHALL NOT BE
•' SHIP AS REWYT➢ [Iw MORE ILCEPTI .. (EEE NOTE ID
ggFFgrc tNE MAN 15lle D�NF]GTW % ESA AT SAID µo PSL atro
_.._..-..-..-..-__ mu ROUT n .YE. n So"WE (era NON n)
6E,NwT ,ffE MD,E t„
FUR1M[ a s9E sENm ycco—
mum
g
--IM[ _a MUSE '£I "OUSE EIgI
HOUSE
Y1 4` SM MA C POST PAAIRO E E.
8. Pet/ wean vow ME Wa0 -wwEE• SRNOLFD
5
N HER KAON IEIIEPS AND P WASEWUPPm ME snlD AND
ExlElmfO TO ME TW OF ME STUD •• do E PRE
9JEAQ fIFAMOUT Ivi5:
l (=R)M •' SEKR POE. SEE X016 t
•" TEST 6E WRI ANO 1 AN SN UNE 4A Cpl
CN'xe• suxFAa: ¢ENIauT mM crsr Ncx Nxc ANB cDWn(s6 sro Pux - w»� L IPwD FA6 uP Dmm MAx sMPE EMcr 15 MIRdINViNSPRODUCT R0. WS6]STf E1 PppCRTY LINE \ fT LL) PROFFNTY UK
AL .WECIEY'WEER' pl UD).($E Sm. RAN Ant EORMSENLATON) P NW.i" 6'.0 �+
AOAPRP WIB
L-NTME 4. OCE MM
N
Baa NRE 61 4" REDUCER
N"+'ms9r PRMMEMS FOR
mom_ Rua" rwlu'rnnla m,nRtw eNER uAM
A m1 CLAY MAIN - OUT M ANEW pAL TNE• UMG'S1Rdm-BAW FLUENSE COLPIN6 (N MG M APPROVED EQUAL}
9. WMOKIE mum - PR N A HER PYB'M£ LNUME-SDNMhHACr EIEI]KE NJPUNGS (RRNCO OR APPNOLED EWK).
DROP ! CSOO PVCMM - AUT M NEN R VN1G NOO WIW WGS OP CIXE-ONULD WM A RGMAL SILDLE
No APHm1E0 EEIK).
D. MINE IBM MAA - CYNE-PElID WM A PWAC EA➢KF (LP AFWm'60 EWW
f. MNIXOE GCIWECI101 - Al COANNO W AS IM MS 91PLL IN AT YAXUFACTIRB NNDCK-Wis ON ME STRUCTURE
BwmlD N�'6 SSSS- 1'31W 3iEE
XERWTAL
9" T6
SEMSN GEMIII MAIN
6" YON. MAN
MOM �S0µNS"MK�IXsW MNMw
LOU[]? YIX�WEYwIOE Ix.r COL91 AT PtAttRn LIIF W }-9'
STANDARD SIDE SEWER
PUBLIC WORKS INSTALLATION
DEPARTMENT (SEWER MAIN TO PROPERTY LINE)
NOS:
xv.ME BUSUNNO 2WN SENKS MY FR UE HAYMC 1. poor to newatM al n emlteY war onemactm. a MtlrwsMO LEVEL MAE LOCAND BELOW THE OfVATM pi MAN ne P"moke Aan the CItY a ral Polk MeeA H T UPSWEEP UE MWA OF ME boorPUSAC ME VER SYSTOA AMBAO[ROW REYtTnM
ll SUCH AS SEAM CHEM ENUNDAOE ,. t NOR bBAIXµSE Val oil APPROIED EQUAL 91ALL BE ool, mtl Ntting= N=t [u b u paW �N AbYKiad rpNol er Ne KPm [ alwomen° tell ae VNMOL Cir we mmulwtam� NUN Cie
EIEN9IE NIPLING bEMED OR EWALI ueN m plate5URFAE PEMOUT ]. A mFmm 9Y Of 21(1/4 pa !=Un moat b mahbinN
. "L A- MANm the WWI a 2z yao [wrot be mammbw. tb NPNA aN an e , al ion a CNA a Amtm VO4e .mom Mm and then
donall Eq' N at a ARCO of it
WHOMPI NEAR! EOR •. Fm n �um ar:ae RANM,, Lot 2N mn am Wal me
WW ELLVAHOH HW3 RNs pone mm x 11 m ON ANY own, pwmil Stat
reaeY m, RANNERn and ,W,Mwtlw m En "t
i'ro`n pMan, at wP='^tw linty Side ewer and comb Wwu
Am City NawiEmtleep l AN eanwaN'm a the
TO PROPERTY UNE s' -U' s' -O" oaw oo d al me ELN until deal a qNm by the
%(EAN LINE FPM M WSE BW➢IXO UNAM I've her P 11.11 AN P, gmnted ab Me NaRl tptk
WE INWFR BU IN SEMEN YAl took nv pumped wt and Mae MN oma.
r-B'vmy tB r -a' s. 1psta�dnnNeed K AAN A ul"m• =°`er 1a' NON, I. andNm
C$i ]\1 B. H N1w ne.et Noma o not off N R .r NRB mo
I WMAR ANNA 1st "mmd[I�1 pa mm ona byowed; ha lfi a 1
LLI NRv A mg� a a s'!;p^- '8. ren n,wt amt-ill-NnrNot
arvR�d'M N a and
M o d aWed[mNacta.
R 3An NM S �' 5? € §e, Ba i one,mal ON In
A<In Rom n m Ne m z�u aE 9- , aOR VAN sI N1lmtmwMYmdry .� «IMw
R - gg - ° M g B. a >al Im Ode N PeUm Nmt-al-any
in W ya g g„3a Ci sic E wnd NIMlt to the mm m^o "Awl
S 1 SBP a real i t Cie In Ne Pentm SI d Or Msu
V_AA11 Sm. Unit, P aulNinB x aW wwe Nd1 now badeg m
aWanw Mb Ebel baan9 Oo5.
gg0 All9. al
Nall dbe un 10 Ron, notlimtal
ya � $ '� R n�`a. een o ane t"x ye aae.edam an m°s mot
p ho oe uncut °Nee mB Nee O & MA
3 LCA teitlacN eater winatial
tL It the wA11-W-wUY ma be MUMN Ne
CALL FOR LOCATIONS BEFORE YOU DIG Sall rvm wT. The .lmmat at the bAtlmE enaN 04
48HR LOCATORS I-800-424-5555 'nswi to Mm[e thane. Ad ~ comate mm be mmmee
to Ntem,z1 Nunau
���PP``�� TYPICAL BUILDING SEWER m. 8'ID 4�2
MRK PDEPA WORKS
FROM PROPERTY LINE TO
DEPARTMENT BUILDING CONNECTION AUGUST 2019
"AS -BUILT" NOTE:
"AS—BUILT” IS BASED ON A ACTUAL FIELD SURVEY
BY TOLIMA ENGINEERS AND INFORMATION SUPPLIED
BY CONTRACTOR. C16006822
APPROVED
SUBJECT TO
°D"A SCALE SNI CITY OF NE 2nd ST SEWER EXTENSION
RENTON SEWER DETAILS
E. Mw m Planning/Building/Public Woks D�Pt. TAX LOT #142305-9092
BY DATE APPR ATS' SME WAMNrr
9170038
S-393307