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RENTON
SEWER
COVER & FRAME
PLAN VIEW
25* DIA
3/ 4'
COVER SECTION VIEW
26 112' DJA_
C 6 7 3mirn)
25 1/4' DIA__
[641mml 1 1/16*
�__I/4- (6mE DTA (27mml
NEOCIPENE SASKET
6
1152mrn]
23 3/8' DIA CL OPENJ i
(554mm)
27 5/16' DIA
16q4mml
34 1/8' DIA
N HEAD)
x 1.5 SS
,REP WASHER
GASKET GROOVE DETAIL
(867min] NOTES:
FRAME SECTION VIEW 1, AL; SHALL BF T PER EAST
ji IN WORKS OR EOUIAL.
2, U SE DECIFY
C: C
OR
WORKS STD. PLAN 401
M
MANHOLE FRAME AND COVER ---
EV,T
DECEMBER 2008
CITY OF RENTON
[DE=-PARFKAE=_NT_ OF F"UE311--lC WORKS
APPROVED BY DATE
APPROVED BY DATE
APPROVED BY DATE
APPROVED BY DATE
SEWER NOTES AND DETAILS
FOR
COPPERWOOD
PTN OF THE NW1/4, OF THE SE11/4 OF SEC. 15
TWP. 23 N., RGE 5 EAST, W. M.
CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON
rLL NTH 6" SIDE OUTLET
FUTURE
BUILDING SEWER
PAINTED
4" STUD MARKING POST
WI WITH THE WORD "SEWER" STENCILED
SURFACE
CAST IPI
-4
: , P IN 3" HIGH BLACK LETTERS AND #6 ORE
(EAST it',
WRAPPED AROUND THE STUD AND
EXTENDED TO THE TOP OF 'HE STUD
2975 OR
SPECIFY
SEE STD_ PL-,
i)P
NSTALLAT10t,
AC
EFTAB.__,
,,-WER CONNECTIONS TO MAIN
LIES ARE
A,
''I MAIN IN A NEW SECTION OF SEWER MAIN WITH
A NEW TEE USING FLEXIBLE COUPLINGS
(FERNCO OR. APPROVED EQUAL)-
B
CONCRETE MAIN -
CUT IN A NEW SECTION OF SEWER MAIN NTH
A NEW TEE USING FLEXIBLE COUPLINGS
(FIERNCO OR APPROVED EQUAL)
C
PVC MAIN - CORE -DRILLED WITH A ROMAC SADOLE (OR APPROVED
FaIAL)
OR CUT IN A. NEW TEE IJSING Rk(740
D,
DUCTILE IRON MAIN - CORE -DRILLED WITH A R(-WA:_
APPROVED EOUAL,
E
MANHOLE CONNECTION
- ALL CONNECTIONS MANHOU',.
AT MANUFV FilPf 1 y 1;
STRUCTUPI
A,
FOR :_ '
MAX,
;-,EpE
OR DU _
,% PIPE
1 3-5 MIX
f'()NCRE TE
,CKING
j 50E OUTLET TEE
WAR
MIN. MAIN
yr iLL rL N OVER 25
-1, :1 0 N,
w/fJ GO 2% MIN SLOPE
HORIZONTAL
L SEWER MAIN
TYPICAL SIDE aLWLR_LLLV_,4_,1_1D_N_
qaa
UNLESS OTHERWISE SHOWN Or. IDE SEWER SHALL HAVE
A MINIMUM 2.5* COVER AT PROPERTY LINE OR 3-5' LOWER
THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
N
PtiBUC WORKS STANDARD SIDE SEWER STD, PLAN - 408-1
INSTALLATION
DEPARTMENT (SEWER MAIN TO PROPERTY LINE) JANUARY 2013
2"x4"
MARKER
. 10' JOINT
PAD EL
ER PLANI
NCO (TYP)
3' M I N TO 6'
ALI 90 TkANS,
I I 1144EO
e,,
L{LND_ TWO
4'
.EPTABLE
4 REN' AS REOUIRED (NO MORE
TIEIAN 45' BEND( �EVERY 2ND
4"
CLEANOUT WYE WITH
C14ANGE IN DIRECTION OR GRADE
45'
BEND AND PLUG
WILL PEOuRE A SURFACE
CILFANOUT WYE
Z
HOUSE'
'OrjSF
H(�"JSE
Ix
3 MIW
4 i
SURFACE
SURFACE
YCCEANOU
(Tif,
_CLEAJIIJOUT
6". 6 x6 WYE
♦T 4" SEWER PIPE. SEE NOTES 2
(SEE STD PLAN 49
WYE
4' TEE WITH
-ACE
Orr AND 3 MINIMUM LINE SIZE FOR
4" CLEANOUT
Up PILL
OTHER THAN SINGLE` FAMILY IS 6"
PRO!TH PFRT� LINE
NYEWYE H p�tuUG 3
l
—PROPERTY ENE
1V MIN
6"x 4" REDUCIrp
(TYPTfAL)
t-IE NE
-if THE
A'LEAP,
Pf
Z
4" FLEXIBLE COVPLIN(� (FERNCO OR EOUAL)
SURFACE CLEANOUT
4`x 4x4 WYE
4` RIPINO
PLAN
BUILDING DRAIN FOR
LOW ELEVATION HOUSE
MAIN TO PROPERTY LINE 5'-0"
6'-0"
Q,,'iPERTY LINE FROM THE HOUSE
SMDING DRAIN
BUILDING SEWER
TO 31
-0
'T T
L �,j
jq A M 2 ox 17� h, i w
Inn
f", Z M
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PUBLIC WORKS TYPICAL 13UII
r
TELT 'ARTk4FN'FROM PROPE
BUILDING C
VERTICAL BEND
0 CROSSING
IE=PER PLAN
PLAN
IE=PE7R LAN 12" MIN
LENGTH & SLOP:E#2 12" MIN
PER PLAN. 2% SLOPE SD PER
MIN. 45% MAX PLAN
IE 8" @ MAIN
PER PLAN
LENGTH & SLOPE
#1 PER PLAN
45% SLOPE MAX
MIN
of a sanitary sewer cor—-, csevref
P_ -chated from the City 8
2 Types ot f a4.that con be used sboll be ac- ii7. Deportment of Pfjbli,: A
ne,opwene 3pecifite4d by the mohufact��r -,.nod T•
used
3 A min- f 2% (1/4" per foot) must be montored
with 4' pipe- In the ev"t a 2% grade cannot be maintoined, the
owner mutt s* a City of Renton grade release forro and *her,
coo instali 61, pipA, at 0 grodf of 17
4. For inspection of side sewer, call 24 houf,, idvonce- The
inspection phone number is on the s,,!- rrrr_'
to
must be ready inspection Wd -I rnen
,iisr-to, arrives at appointed time :half
b -ted per City specifications. Move the
I Do riot boci fill the ot,tch until appr he
f -lot, Final approval Will be granted -';,r ' , , eptic
ta, -.35 been pumped out and filled with -
5 instaff side sewer with 2' minimum cover, 18" cover at the house it Outlet is shallow
6 'It 51df Sewer Stub is not 01roilobe The owner shall be
responsible for its installation Per standard drawing 4M 1 All
worf, within strut right-of-way shalt be done by a ricensed and
bcri,leA contractor.
Al-orl, sholf be accomplished in a4-cotdonct with the Washington
Industr -
ai Scifety and Health Act (WISHA)
8 AL 1— , I!,ro6cin for side sewers it, the pubtic ir,,ght-of-way
st"'lli m to the most Current trench restoration
req. � as in the Renton Standard Drawings
9 All bin[ -.el and We sewers shaft have r
accoi ° r, with standard oirowtog 405
10 '1- , , - -,tYimum IC foot horizontal between
&111" • -,p -,. r, and water services and I rt,,jm 5 foot
horiz, is sepi•x between sanitary side 7% other
utikties,
CALL FOR LOCATIONS BEFORE YOU
48HR LOCATORS 1-800-424-5�
46 SEWER STD. PIAN 4062
Y LINE TO
NECTION SEPTEMBER 2012
53' (� R/W -1-10' JOINT UE 1, TYP
3: VARIES VARIES WZ
SEE SEE PAD EL
PLAN PER
PLAN PER PLAN�
10' MIN
SEPARATION TYP
�WATERMAIN CO (TYP)
6" SIDE SEWER
SERVICE STUB
LAIN .2% wilN
SEWLRMAIN VARIES PER
-�Ifl �11IAII
IE=PER PLAN
TEE CONNECTION
SANITARY SEWER STUB CROSSING DETAIL
NOT TO SCALE
-------
SURVEYED:
BCE
SCALE.
HORIZ.: N/A
VERT.: N/A
INC-`
VERTICAL: NAVD 1988
HORIZONTAL NAD 1983/1991
DATUM
DESIGNED:
BJT
3
REVISED PER CITY REVIEW
BJT
4/22/15
BJT
2
REVISED PER CITY REVIEW
RAG
3/30/15
BJT
DRAWN:
RAG
1
REVISED PER CITY REVIEW
BJT
1/15/15
BJT
CHECKED:
BJT
ZONE
_A
AT FULL SC LE
IF NOT ONE INCH
SCALE ACCORDINGLY
NO.
REVISION
BY
F DATE
APPR
APPROVEBJT 1)
5-38 1406
3' MIN TO 6'
CITY OF SEWER NOTES AND DETAILS
RENTON COPPERWOOD
QUADRANT HOMES
Planning/Building/Public Works Dept. 14725 SE 36TH ST. SUITE 200
BELLEVUE, WA 98006
S. T A L /t/
W A s
4 423
ST�
NA L
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FIELDBOOK:
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PACE:
DRAWING NO:
W
SHEET:
32 0':37
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