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❑ucuSlgn Envelope ID 345B58lD-914F•4F213-AB59-7C192D3B7BA3
BOLTHOLES - 3 PLCS
EQUALLY SPACFII 120'
APART [IN 23 1/16' (586mrr)
DIA BC (SEE DETAIL)
rrRE N T 0 N
naA sr us+
COVER & FRAME
PLAN VIEW
25- DIA
�— C635r,r�l 1'
3!4' F L25r+n]
L19�rI] �l 11
L 13 3f4' 2 112-
[222MMI [64r7ml
TYP
COVER SECTION VIEW
26 112' DIA
f673mr,1
25 1/ 4' DIA
r lmml 1 1/16"
1/4' 16nM) .DIA C27r r 7
NEDPRENE BASKET
C15f Mr,]
f9' 23 3/8' DIA CL OPEN
[T6rm] 1594rir ]
27 5/16' DIA
t694mml
34 1/9' DIA
COVER BOTTOM VIEW
c3} ELT SOC CALLEN HEAD)
5f9'-11 x 15 SS
RUBBER MASHER
71t�n
BOLTING DETAIL
1 /+4'
[Sr+r'i] l lfif '
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ifs•
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GASKET GROOVE DETAIL
[867rkm] NOTES
FRAME SECTION VIEW I A-L FRAME AND COVER ASSEMBLIES SHALL HAVE
A LOCKING UD PER EAST J❑ROAN IRON WORKS
INC PRODUCT No 00371572 OR EQUAL,
2 USE FRAME AND COVER FOR SANITARY (SPECIFY
"SEWER")
STD. PLAN - 401.1
All PUBLIC WORKS SEINER MANHOLE FRAME AND COVER `'Iq-Rj in—�
L]EPARTl1AENT (CITY -GINNED) Martin Prastucff9`j"'
" .', ui;Ljp99M96. DATE
ASBUILT SEWER DETAILS
OF
EDENFIELD (SUMPTER) SHORT PLAT
A PORTION OF SECTION 14, TOWNSHIP 23 N., RANGE 05 E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
1 12:'
BENCHMARK
FOUND PUNCHMARK IN Y4„ BRASS FOUND PUNCHMARK IN 1Y"
DATUM DOME IN CONCRETE MONUMENT IN BRASS DOME IN 4X4 0.4"
HORIZONTAL DATUM: VERTICAL DATUM: CASE 0.5" BELOW GRADE OBSERVED BELOW GRADE OBSERVED 37555
NAD '83/'91 NAVD '88 N: 175866.55, E: 1319201.78 N: 175852.22, E: 1319809.82 N0.
CocUSigii Envelope 10 345i3681Q-914f-4F2D-AE459-FC:1;.321131878A3
r--- T---__---_--,I
EX. SEWER MAIN + 1 I -
a I I I
i I PROPERTY LINE
�SPOOL i I xF.
(LENGTH AS HEEDED) i 3'-0" MIN 5" SEWER STUB
I 1 I
I it
I 1
1
I
$EIY�R MAIN TEE Y 6" TEE i l
+ SiCEWALF4
I z
I 1 1
I I I
COUPLINGS TYP +
Ly J..L-LL-------,
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BEND AS----_
REOUIgED ,
EXISTING SANITARY
SEWER AGAIN
\-fi" SEWER STUB
SEWER MAIN SIZE x 6" TEE
FUTURE 4" SICE SEWER
IdC--_--------�
2"rt 4" STUD MARKING POSt PAINTED
6'• CAP WHITE W174 THE WORD "SEKR" ST1 NCII_ED
IN 3" HIGH BLAr~r{ LET-1 AND #6 WIRE
WRAPPED AROUND THE STUD AND
EXTENDED TO THE TOP OF Trill STUD
6"X6_X5" SURFACE CLEANOUT WITH CAST IRON RING AND COVER
(EAST 3ORDAN IRON WORKS PRODUCT NO OD367502 OR
APPROVED EQUAL. SPECIFY 'SEWER" ON Il
CLEANOUT TO BE CENTEREC I" A 2'x2" CONCRETE P4D
CONCRETE PAD TO 9E B' IN Cill
NtLIRE ' S1)In SEWER
fi"kfi"k6� hYE 4
FUTURE 6"m 4" REDUCER
ACCEPTABLE PROCEDURES FOR SIDE SEWER WNNECTIONS TO EXISTING SEWER MAIN
A VITR+FIED CLAY MAIN - CU- .N A NEW PVC "TEE" USING 'STRONG -RACK' FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL},
B CONCRETE MAIN - CUT IN A NEW PVC "TEE_ USING 'STRONG-lil 4" FLEMULE COUPLINGS (FERNGO OR APPROVED EQUAL)
C PVC do C90G PVC MAIN - CUT IN NEW TEE USING RICK COUPLINGS OR CORE-ORILLEI) WITH A ROMAC SADDLE
(OR APPROVED EQUAL)
0, DUCTILE IRON MAIN - CORE-DRILLEID MATH A ROMAG SADDLE (OR APPROVED EQUAL)
E LINED MAIN - CONNECTION TO SEWER MAINS THAT HAVE OLEN LINED (CIRP, ETC ), CUT IN A NEW Pvc "TEE" U5[l
"STRONG -SACK" FLEXIBLE COUPLINGS (FERNCC OR APPROVED EQUAL),
F HDPE - CORE -DRILLED WITH A RprrnC SADDLE •'INSERTA-TEE- MAY BE USED ON SEWER MAINS 12' D+AMETER OR LARGER
C MAAIHULE CONNECTION - ALi CONNfOTrOPlS TO MANHOLES Sl BE AT MANOFACTURED KNOCK -OUTS OR THE STRUCTURE
SHALL BE CORE -DRILLED AND 0SE KOR-1 800TS OR APPROWD EQUAL
NOTES.
1 PRIOR TIC i�4sTALL1L-lON OF A SANITARY SEWER S7U6, A SIDE SEWER STuB PERMIT MUST BE PURCHASED FROM THE CITY OF
RENTON PUBLIC WORKS DEPARTMENT
2 UNLESS OTHERWISE S24OWN ON PLAN. SIPE SEWER SHALL HAVE A MINIMUM 2 5' COVER AT PROPERTY uN€ OR 3-5' LOWFAi
THAN THE LOWEST MOUSE ELEVATION, WHICHEVER 15 LOWER
3 SIDE SEWERS Sl HAVE A MINIMUM 2 % SLOPE UNLESS APPROVED BY THE PUBLIC WORi4S INSPECTOR
A FOR INSPECTION OF THE 5117E SEWER STL'-3, CALL 24 HouRS IN A-DYANCE, THE INSPECTION PHONE NUMBER IS ON THE SrDE
SEKR STUB PERMIT SITE MUST BE READY FOR IN5PECTION AND A REPRESENTATIVE ON SITE WHEN INSPECTOR ARRIVES AT
THE APPOINTED w DID NOT BACKFILL THE TREl UNTIL APPROVAL IS GrVEN BY THE INSPECTOR
5 ALL TREHCHI RESTORAPON FOR SIDE SEWERS IN THE PUBLIC RICHT-OF-4AY SHALL CONFORM TO STANDARD l 110 OR 1102
6 rtE 516E SOWER STUB S��ALL HAVE PIPE BEDDING IN ACCORAANCS &T1+ 51ANIl PLAN ;OS
7 ALL SIDE SEWER STUBS SHALL BE INSTALLED BY A CONTRACTOR ICENSFD ANO 01)NDEC IN THE STATE OF WASHIOGTON
510E SEWER STUB�a� STD. PLAN -406.1
s PUBLIC WORKS APaaOVFPgn.ed
ii DFPARTMENT INSTALLATION Martin PastUeh@I/261202
{SEWER MAIN TO PROPERTY LINE}—II%as,,.ususe
r.ol, Ham.. ti." PATE
RECORD DRAWINGS AS BUILT
REVISION
TJS 110/10/221 BJT I
1 12:
N/A
ONE INCH
AT FULL SCNE
IF NOT ONE INCH
SCALE ACCORDINGLY
DocuSlgn Envelope IU 345#1581 D-9141--41 2D-AB59-7C192D3B7BA3
[—W (SEE NOTE 7)—k LIMITS OF PIPE ZONE
BEDDING MATERIAL FOR /
SANITARY SEWER PIPE
(SEE NOTE 5)
FOUNDATION LEVEL � • 1
of
/., PIPE
BEDDING FOR SANITARY SEWER PIPE
NOTES:
1. PROVIDE UNIFORM SUPPORT UNDER BARREL
2. HAND TAMP UNDER HAUNCHES-
3, COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY
OVER PIPE. HAND TAMP ONLY-
4, PIPE fNSTALJ_ATION SHALL BE PER SECTION 7-08 OF THE
STANDARD SPECIFICATIONS
5 PIPE ZONE MATERIAL SHALL BE PER SECTION 9-03.12(3)
C>= THE STANDAPID SPECIFICATIONS
6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW
LINE IS MAINTAINED
7 TRENCH MOTH SHALL BE PER SECTION 2-09.4 OF THE
STANDARD SPECIFICATIONS.
STD. PLAN - 405
PuaLIC WORKS PIPE BEDDING
IL ;F% AV DEPARTMENT FOR SANITARY SEWERS Martin PastuCW26I202
FLwc.a1 wDaaA-0an DATE
VERTIGII_ NAVD 1
HORIZONTAL: NAD 1983 1991
DATU M
CALL BEFORE YOU DIG:
1-800-424-5555
CITY OF
RENTON
Planning/Building/Public Works Dept.
12:
/41423 p
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S-418807
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
ASBUILT SEWER DETAILS
EDENFIELD (SUMPTER) SHORT PLAT
MAINVUE WA LLC
1110112TH AVE NE, SUITE 202
BELLEVUE, WA 98004
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10/10/2022
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