HomeMy WebLinkAboutS-399905cv
BOLTH0LES - 3 PLCS
EQUALLY SPACED 120'
APART ON 23 1/16' (566r,n,
INA R-C. (SFF UETAIt_)
SEWER
wiF ii r64
z COVER & FRAME
PLAN VIEW
25' ])[A,__._
_
i
1>
3/4' '
L27ivnl
Ct9rf•il i
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( I B 3/�L
1.22evr it
C64eln)
T Yl•
COVER SECTION VIEW
r6 1/2' DIA
,�- - 2L' 1/4' DIA ---
I C641rtnl i 11/16'
- l2i
I/4' (6mn) L[A �rtrfl
INEOPRENE GASKET
C 152nm1
23 3/8' 01A CL OPEN
%] 6nn7 (594f•im)
27 5/16' DIA
C694mn)
34 1/8' VIA
COVER BOTTOM VIEW
(43) Bl T SOC:. (AI J EN H AI))
\ 5/8'--11 x 15 SS
RU1BER WASHER
EON BOLTING DETAIL
d' A-
GASKET11/16'
JLR3mrtGROOVE DETAIL
[ 86 /mn,1 NOTLS_
FRAME SECTION VIEW 1. ALL COVERS SHALL BE LOCKING LID PER EAST
JCR[)A`1 IRON WORKS INC_ No. SI17(:' OR EQUAL.
?. USF FR.AMF .AND COVER FOR STORM (SPECIFY
GRAIN" 4N :;OVER), SAN(IARI (SF'LCtF Y
aStWtR"}, lYr� NIACLR (`.i!'t.Cih`/ "VvA1LR''}.
rJ PUBLIC WORKS
1�-
"ANtI1>n►tE FRAME AftV CO-VER
DEPARTMENT
SM. PI,AIII - 401
DECEMBER 2008 t
SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
CITY OF RENTON, STATE OF WASHINGTON
W (SEE NOTE 7) LIMITS OF PIPE ZONE
BEDDING MATERIAL FOR �
SANITARY SEWER PIPE
(SEE NOTE 5) O.D. OF PIPE
.-
FOUNDATION LEVEL � :
6"
BEDDING FOR SANITARY SEWER PIPE
NOTES.:
1. PROVIDE UNIFORM SUPPORT UNDER BARREL
2. HAND TAMP UNDER HAUNCHES.
3. COMPACT RE_0[11NG MATERIAL TO 95% MAX- DENSITY EXCEPT DIRECTLY
OVER PIPE. HAND TAMP ONLY.
4. PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE
STANDARD SPECIFICATIONS.
5. PIPE Z0NL MATERIAL SHALL BE PER SECTION 9-03.12(3)'
OF THE STANDARD SPECIFICATIONS OR PEA GRAVEL.
6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW
LINE IS MAINTAINED.
7. TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE
STANDARD SPECInCAT10NS.
PI IRI IC OtORKS
AIENT
TOUMA ENGINEERS AND
LAND SURVEYORS,PLLC
255 SW 41st STREET - RENTON, WA 98057
PHONE (425) 251-'0665 FAX (425) 251-0625
NO.
STO. PIA- • 405
PIPE BEDDING
FOR SANITARY SEWERS
_ £x. SEVIER MAIN
:
-SPOOF. (LENGTH AS NEEDED)
I
T
6" SEVIER STUBS
n
i
FUTURE 4' SIDE SEWER
OC----------�
/// � 2"x 4" STUD MARKING POST PANTED
�SEWFR MAIN TEE X 6" IF
1
G' CAP J WHIrr WITH THE WORD 'SEWER' STENC"D
IN 3" HIGH M ACK LETTERS AND #6 WIRE
ty 1
WRAPPED AROUND THE STUD A310
Ta
EXTE)JOEQ TO THE TOP OF THE STUD.
COUPLING (TYP-)
J
t 1
6'X6'X6' SURFACE CLEANOUT WAIN CAST IRON RING AND COVER
+�
(EAST JORDAN IRON WOWS PRODUCT NO. 003675U2 OR
c=
APPROVED EQUAL. SPECIFY 'SEWER" ON LID),
& t
I
(SEE STD. PLAN 403.1 FOR INSTALLATION)
------------------------•r--'
JM EAGLE THREADED CLEAN -OUT ADAPTER HUB
BEND AS
B PLUG (OR APPROVED EQUAL)
REOUIREO
/'EXISTING SANITARY
�{ SEWER MAIN
t6.• go wFR STUB
FUYUK 4' SIDE SEWER
e1X61X6' WYE FUTURE Vitt4" REDUCER
`SEWER MAIN SIZE X 6" TEE.
AGCEATABLL.F3S�F.Qu9ES..`G):Ef�-1`C314n�10 EXLrny�S '(�.619I!Y
A. "TRFIED CLAY MAIN - CUT IN A NEW PVC _TW USING 'STRO4G-'8ACK' F1EM&E COUPLMtGS (FFRHCO OR AF "WO EQUAL).
B. CONCRETE MAIN - CUT 0 A NEW PVC 'TEE- USING -STRCNG-BAIK(' FLEX43E COUPLINGS (FERNCO OR APPROVED E(WAL)
C. PVC of C900 PVC MAIN - CUT 94 NEW TEE USJYG RIGID C0t1PLlNM OR CORE-ORtLLEO WITH A RIWAC SADOLE
(OR Au -PROVED EQUAL).
0. DUCTILE IRON MAW - CORE-DRa t E'D VAIN A ROMAC SAML (OR APPROVEO COUAL)
E. MANHOLE _04NECT[ON - ALL CONNECTIONS TO MANHOLES 9JALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE
SHALL. BE CORE-DR11111a.
�1
3000 PS- MIX
CONCRETE '�. /'� aft'0
BLOCKING / "�' �l �' ��'-1�� n MTN SLOPE
Sit HORIZONTAL
6 TEE I
-SEWER SEWER MAIN
6' HMI. MAW
DTiCAL SIDE SEWER
of 11 A MAYf WINEEN 25• AND 45-
NOTE" UNLESS OTHOt"SE in"i ON PLAN. SIDE SEWER SHALL HAVE A MINIMUM 2-5' COVER AT PROPERTY tINE OR 3 5'
LOVER THAN THE LOWEST HOUSE ELEVATION. WHICHEVER IS LOWER.
DEPARTMENT
_ SCM
OUMA ..
1.I=20'
E TOLIMA
DIbuA1.
DAN ONE INI
-- �- MHT Ir fW FINE INCH
REVISION BY DATE APPR APPkOYED AGcaRDxacLY
STANDARD SIDE SEWER
INSTALLATION
(SEWER MAIN TO PROPERTY LINE)
AJL 9G THRNS `:HALL t3L ACCONPUSHEO --.
dY MEANS OF A WYE WITH CL AN0U1 AND
47 raENt.; FWO 45- BfNOC SHALL NOT BE
4" BEND AS RC0URED (NO MORE -` A.i.".i_EPIATfL (SEE NOTE 11)
TliM 4S' BCN131. EVERY 2NO \ 4•' C..fANOUT W;'E Wl'li
CHANCE rN DIRECTION nR GRADE 45 BEND AND PLUC.
Will F<EQUgRF A SURFACt I\ (STit NOW ',T)
CI.FANOhf WYE. (SEf NOTE it)
>
i!4UJSF a I f rt0U5E iIoat H:`USE f al f iiLXiSC f
o Ir O !
I4" SLWLR PIPE
SIJ*ACE CLEA14OUr - ` � ; -4 SURFACE_ 'v (TYPICAL)
6". Gx6• WYE ,y h CLEANOUT a" SEWLR KC. SCE NOTES 2
(SQL STD 'LAN - 407 WYE 4" tLS1 TLC WITH AND 3. MtN!M(,LM LINE SIZE FOR
PUJG FArF UP OTHFR THAN SINGLE FAMILY IS 6'_
4'• WYE VKTH (TK+ICAI_i
PROPH fY LINE (_ CLEANOUT I J PROP T21Y LINE
i 411*a' •� a �- 5"x 4" RECAtCEFt u
{ . YNtc
'x x x r x
-- --- -- NOTES;
z - ll IHE OURDING SEWER SERVES ANY FIXTURE HAvii Prior to inst lkilion At n scirilwy sewer connection. a Side- .W )
x fiOOD UiVLL RIMS IOCATTD l3Etr;Yf T}lE ELEVA f9% permit must OP rurchasc4 from the City of Renloit Public :, :i•.s I
0 01 fH[ NLXT UP; EAU MANHOLE COVER (W (HI: f
G-"f1ment 1
y ?UBLIC. SEWER <,Y SIEi, A BACKFLOW PREVEN 11CN
b -7 DEW-- IICll A_ CLEAN CHECK F X IFNDARLE
RACKWATER VA) VF OR APPROVEO EQUAL SHALL HF 2 Types of pifx end fillings thus •:an ce used far sonifrny sc-+�.•
INSIAl shut: oc appro«ed Y.y the Orparunmt At Pohl"lverk s. Ruby. ,.
neoprene gaskets os specifi. by the man" loclurp. Shall h-
LS �
- 4" FLEXIBLE COUPLING (FERNCO OR EQUAI) used on ir:+ni+t
z �
SURF Aft C7 f AN0U1 3. A minimum grade of 2% (1 /4 ' per foot) must be maintoine•"
�^ with 4" pope. to the event a 21L grade cannot be mninm tde
o; >o K 4•�x4' WYE t
4 • PIPING Own?f most sign a Gly (it 9en!an grrde rNeatse form find I {
can instaft E pipe at a grade of IX.
F'i Ajv
UJti.i)InG DRAIN FOR 4 Fu meprrt;nrt At slue :ewer. cnli 24 hours it. oowrnce. The
low FLEVATION H(:UV mupecui>n phone number is on the L.de Serer permit. Site
trust be ready for irtspPciion .Ytd rapriIsentntitve no site want L
ir+spectnr arrives at appointed time. Side sewer ur-o Riot) stt^d 1
be tested per City spectfications. Mnke the connection at Lh•r
hou" Do riot baCktilf the ditch until opproval is lien by th. f
MAIN TO fROPCRiY itNC S'-U" %-"O•
r PROPERTY LINE fROM IHL HOUS- t _ BUILDING DRAINnspectar Find approval will he grontetl utter the exiR1 fig Sens
SIDE 9"WR BUll.ttNK SFWFrr �_ [--fi' is^k has beta p.mpr. .•v.! aac. r8iet.• wish mni. I
'ASltdf t � i side Sewer •wdh 2' mmvnan, over 10" ravx is alla«::n
l - `_ - or the housed eubet Is 9htNlow. I
fi. It side Se wet stub is not awiloble. it),: awncr aflatl tie i
responsible for its Installation per standard drnwinel 406.1 All 1
1 4T4j1 n i(i �i z VI mN z m �' %• = ryy K A i I work within street tfght-of-wny shali be done by o IiCMSea
m v i+S it t7 i r+ Z m y v' t P. L �' U1 bonded contractor. 1
I C in V A Si c C o_ V % T j, ^ X
�j 111
V 41 ", m ro a n A, rn U I z � m m 2. All -act* shnil he accompiisheo in nrcordanee with the Woshiny'..+ t
a', r r3 j Ann [' t µr 2 ° ^ A' n Industrial Safety and linetllh Art. (M5HAj
fIn
1 A i r ? .4 ,A •t' `.A. y C Y,. At! trench restCratior for side rxwers in the puW,c right-at-w:: i
_>� ShCit cc.niarrt5 to the most cure:d trench festoratton
a T a, um 0 o %.=O raquircmenfs as in the. Kenton StandGrd Drawings.
4 K ;n Z f
It, m is J. All building sewer and side ScwCrs 4Ftd1 have bedding :n i
c- ; = accordance with <tAndard drawing 405. I
i%,U �' A n
''_
� z -n � rn 10,. There shn8 he a minimum TU fool hori>antaf seporoLon betwer^ ,
r•11n a sanitary side Sewer!; and water services and n minirrtam 5 fact'. i
e no.'rdn!nl s.•poralian between �,:mlr✓y side Sewers and CI oih.+
c
.n v �
.t vtiiitirs.
,t tde .:icon ui at the Right-ol-way shah be tnstCvrd per
CALL COR LOCATIONS DFFORL Y011 DIG Stondord Plat 407. The, cleanout at the building Shcil ba
4 Lf`JR [_0CAT0R3 I 8nr; 424 SJ.5 installed to Deduce grade. All athe, riccnour.s s'+dtl hr inita:•:
to within 12' of tn.0 cvricc�
PUBLIC WORKS
e.? t. • .4. !i11 I DEPARTMENT
"AS- BU I ILTT) N OTE:
"AS -BUILT" IS BASED ON A ACTUAL FIELD SURVEY
BY TOUVIA ENGINEERS AND INFORMATION SUPPLIED
BY CONTRACTOR.
" w/1 I CITY OF
Nt>Rlzo►frw IwiD ,�/,LEST
RENTON
N �
Planning/Building/Public Works Dept.
TYPICAL BUILDING SEWER SM. PLAN - 406.2
FROM PROPERTY LINE TO -- -- - -
BUILDING CONNECTION I AUGUST 201:3
9470 L'.'
t1� 1
10NAL " "it'd
S-399905
APPROVED FOR CONSTRUCTION
SUBJECT TO ERRORS AND OMISSIONS
156th AVE SE SEWER EXTENSION 1 /17/2016
PEI-SEWER DETAILS AND NOTES P HM
PERMIT NUMBER C 18000328 917003B
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