HomeMy WebLinkAboutS-436016� SEWER NOTES AND DETAILS
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HARMONY RIDGE
� A PORTION OF SECTION 20, TOWNSHIP 23 N., RANGE 05 E., W.M.
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CITY OF RENTON, KING COUNTY, WASHINGTON
❑ocuSign Envelope 10 345B88lD-914E-4F2G-AB59-7C192D3B7BA3 DociSlgn Envelope ID 3458681D-914E-41720-AMI9-7C192D367BA3 DocuSign Envelope ID 345B68ID-914F-4F20-AB59.7CI9203B78A3
BOLTHOLES - 3 PLCS
ERUAL.LY SPACED 120'
APART [IN 23 1/16' (566nN)
DiA 8 C (SEE DETAIL)
COVER & FRAME
PLAN VIEW
25' DIA
i635rr 3 1`
3J4' r i25rir�]
114rIroI
8 3/4' 2 112`
— 1222MMI 164rorII
TYP
COVER SECTION VIEW
26 112' DIA
C673mm
25 1/4' DIA
E1 ]/16'
11/4' (bIq"> DIA
DIA [P7nn]
NT:I]PRENE GASKET
6'
[ 15} ran]
5/t3' 23 3/8" DIA CL OPEN
116MMI [594rtto]
27 5/16' DIA
I694r,nI
34 1/9' DIA
COVER BOTTOM VIEW
ELT SOC (ALLEN HIE4D)
5/9'-11 X 15 SS
RUBBER WAS-IER
BOLTING DETAIL
1/4• 1 ILLS'
C6nn] 127nm1
land]
CRann]
GASKET GROOVE DETAIL
LB67MMI NOTES
FRAME SECTION VIEW 1 ALL FRAME AND COVER ASSEMBLIES SHALL HAVE
A LOCKING LID PER EAST JDRDAN IRON WORKS
INC PRODUCT No 00371572 OR EQUAL.
2 USE FRAME AND COVER FOR SANITARY (SPECIFY
"SEWER-)
STD. PLAN - 401.1
PUBLIC WORKS SEWER MANHOLE FRAME AND COVER
DEPARTMENT (CITY -OWNED) Martin PastucH911/10z
"" ggpaK4v0. DATE
1 12 -.1
rr ;I--,-T---------
�� EX. SEWER MAIN
II PROPERTY UN£
SPDOL
H
(LENGTH A5 NEEDED) I - 3'-0" MIN
Ti•' SEWER STUB v 'x" FUTURE 4- SIDE SEWER
I 1 I
2"x 4" STUD MARKING POST PAINTED
11 I I� 6" CAP WHITE WITH THE WORD 'SEWER" STENCILED
`SEWER MAIN TEE X B' TEE i I IN 3" HIGH BLACK LETTERS AND 0 WIRE
SIDEWALK ? WRAPPED AROUND TVIE SKID AND
I l j EXTENDED TO YHE TOP OF THE STUD
' COTJPLINC (TYP I 1 H y
c T.i I #
I
ij
I�
I�
I
gl'ND A5�
REQUIRED
6'X1VX6" SURFACE CLEANOUT WITH CAST IRON RING AND COVER
(EAST JORDAN IRON WORKS PRODUCT NO M367502 OR
APPROVED EQUAL. SPECIFY "SEWER" ON .10).
CLEANCUT TO BE CENTERED IN A 2'x2' CONCRETE PAD
CONCRETE PAD TO BE B" IN DEPTH
EXISTING SANIYAR!Y
SE WIER MAIN -3
T2.0% MIN DPE
14 �\,UrURE 4` SIDE SEWER
"'�61 SEVAR STUB `6"x6"x6' WYE FUTURE G"z 4" itEDUCER
SEWER MAIN SIZE X R" TEE
ACCEPTABLE PROCEDURES FOR SIDE SIEWER CONNECTIONS TO EXISTING SEWER MAW
A MTRIFIE15 CLAY MAIN - CUT IN A NEW PVC "TEE' USING "STRONG -BACK' FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL),
B CONCRETE MAIN - CUT Ili A NEW PVC 'TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL)
C PVC A C900 PVC MAIN - CUT IN NEW TEE USING RIC1D COUPLINGS OR CORE -DRILLED VOTH A ROMAC SADOLE
(OR APPROVED EQUAL)
0. DUCTILE IRON MAIN - CURE -DRILLED WITH A ROMAC SADCLE (OR APPROVED EQUAL)
E LINED MAIN - CONNECTION TO SEWER MAINS THAT HAVE BEEN LINED (CHPP, ETC ), CUT IN A NEW PVC "TEE" USING
'STRONG-6ACK' FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL).
F HOPE - CORE-DRtUEO WITH A ROMAC SADDLE "IN5ERTA-TEE' MAY BE USED ON SEWER MAINS 12" DIAMEYER OR LARGER
C MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -CUTS OR THE STRUCTURE
SHALL BE CORE -DRILLED AND USE KOR-N-SEAL BDOrs OR APPROVED EQUAL
N OTES-
I PRIOR TO INSTALLATION OF A SANITARY SEWER STUB, A SIDE SEWER STUB PERMIT MUST BE 7URCHASED FROM THE CITY OF
RENTON PUBLIC WORKS DEPARTMENT
7 UNLESS OTHERWISE SHOWN ON PLAN. SIDE SEWER SHALL HAVE A MINIMUM 2 5' COVER AT PROPERTY LINE OR 3-5' LOWER
THAN THE LOWEST HOUSE ELEYATION, WHICHEVER IS LOWER
3 SIDE SEWERS SHALL HAVE A MINIMUM 2 X SLOPE UNLESS APPROVED BY THE PUBLIC WORKS INSPECTOR
4 FOR +NSPECTION OF THE SIDE SEWER STUB, CALL 24 HOURS IN ADVANCE. THE INSPECTION PHONE NUMBER IS ON THE SIDE
SEWER STUB PERMIT SITE MUST BE READY FOR INSPEC71ON AND A REPRESENTATIVE ON SITE WHEN INSPECTOR ARRIVE5 AT
THE APPOINTED TIME DO NOT BAC]KfILL THE TRENCH UNTIL APPROVAL IS GIVEN BY THE INSPECTOR
5 ALL TRENCH RESTORATION FOR SIDE SEWER$ IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO STANDARD %AN 110 OR 11DZ
6 T-tE SIDE SEWER STUB SHALL HAVE PIPE BEODIkG IN ACCORDANCE WITH 5TANOARD FLAN 405
7 ALL SIDE SEWER STUBS SHALL BE INSTALLED BY A CONTRACTOR LICENSED AND BONDED IN THE STATE OF WASHINGTON
PUBLICSIDE SEWER STUB STR•PLAN -406.1
w1�y
"'i� DEPARTMENT
TMMENTENT � INSTALLATION Martin PastuchOV26I2D2
(SEWER MAIN TO PROPERTY LINE) a 4SD
DATE
BENCHMARK
DATUM TOP OF 3/8H BRASS PLUG SET IN CONCRETE FOUND BRASS PIN 0.76' BELOW GRADE IN 4X4
MONUMENT AT INTERSECTION OF PUGET DRIVE CONC. MONUMENT IN MONUMENT CASE AT INTX 116TH
HORIZONTAL DATUM: VERTICAL DATUM: SE AND SE 19TH ST (NAD 83/11) AVE SE & 157TH ST (JUNE 2022) (NAD 83/11)
NAD '83/' 11 NAVD '88 N: 172240.27, E: 1304612.10 N: 171833.64, E: 1305874.10
1 I CITY REVIEW COMMENTS DATED
2 CITY REVIEW COMMENTS DATED
1k "i
REVISION
ALL 90 TURNS SMALL RE ACCDMPusHE3
BY MEANS OF A WYE WITH CLEANOUT AND
4" BEND AS RtOUIREO (NO I'REArM 45 REND TWO 45' BENQS SHALL NOT BE
THAN 45- BEND) EVERY 21HD CHANGE 4" CLEANOUT WYE WITH ACCEPTADLE (SEE NOTE 11)
IN DIRECTION OR GRADE WILL REQUIRE 45 REND AND PLUG
A CLEANOUT WYE (SEE NOTE 11) I (SEE NOTE 11)
w w w
HOUSE S I NOOSE I HOUSE I HOUSF
a
3 -O" MIN
4" SEWER PIPE
SURFACE CLEANOUT 4" SURFACE {TYPICAL)
fi"II 6"nG WYE * - CLEAPIpJ7 4" SEWER PIPE. SEE NOTES 2
(SEE STD PLAN - 4Q7] WYE I'4" TEST TEE WITH AND 3 MINIMUM LINE SIZE FCR
+„ WYE � / PLUC FACE UP OTHER THAN SINGLE FAMILY IS F
ROW UNE CLEANOUT [TYPICAL] I -
R ❑ W LINE
3. MIN a
B"x 4" REDUCER
k (TYPICAL)
EL MAIN SEWER LINE _ ran
NOTES
IF THE BUILDING SEWER SERVES ANY FIXTURE HAVING
a FLDDD LEVEL RIMS LOCATED BELOW THE ELEVATION I PRIOR TO INSTALLATION OF A SANITARY SEWER CONNECTOR. A
C O OF THE NEXT UPSTREAM MANHOLE COVER OF TIT SIDE -SEWER AERMIT MUST BE PURCHASED TROD THE CITY OF
u PUBLIC SEWER SYSTEM, A 5ACKFLGW PREVENTION RENTON PUBLIC WORKS DEPARTMENT.
z DEVICE SUCH AS CLEAN CHECK EXTENDABLE
.� BACKWATER VALVE OR APPROVED EQUAL SHALL BE INSTALLED 2 FOR INSPECTION OF SIDE SEWER, CALL 24 HOURS IN ADVANCE
THE I PHONE
4TE MUSTBEREADYY FOR INSPECTOR PERMIT INSPECTOR AND A REPRESENTATIVE
ca W" FLEYDBLE CDUPLWG (FERNCO OR EQUAL) ON SITE WHEN INSPECTOR ARRIVES AT APPOINTED THE DO MOT
BACWILL THE DITCH- UNTIL APPROVAL 15 OVER BY THE INSPECTOR
SURFACE CLEANUUT
4"a 4"u4" WYE 3 SCE SEWER PIPE AND FITTINGS SHALL BE PVC MR M AIN RUBBER
4" PIPING GASKET LIDINTs UNLESS OTHERWISE APPROVED BY THE PUBLIC
PLAN WORKS DEPARTMENT
BUILDING DRAIN FOR 4 A MINIMUM GRADE OF 2% (1./4" PER FOOT) MUST BE MAIRTAINTO
LOW ELEVATION HOLISE WITH A 4- PIPE IN THE EVENT A 2X GRADE CANNOT BE MAINTAINED
WITH THE APPROVAL OF THE PUBLC WORKS INSPECTOR, THE
MAIN 110 5 FEET CONTRACTOR MAY INSTALL A 6• DIAMETER SIDE SEWER AT NO LESS
R G W LINE R0 W. ONE TO C6EANOLIT I M THAN IX
570E SEWER BUILDING SEWER BUILDING 5 INSTALL SIDE SEWER WITH 2' MINIMUM COAR 18" COVER 15 ALLOWED
s1U9 DRAIN
3 FEET MIN AT FHE HW% IF OUTLET 15 SHALLOW
rrl i e ALL BUILDING SEWER AND 510E SLI ERS SHAU "VE REDOING IN
I� Qm� ll ACCORDANCE 1W1H STANDARD PLAN 405
7 WHENEVER iEA519LE, THERE SHALL BE A MMNMUN S FOOT
HORIZONTAL SEPARATION BETWEEN SANITARY SIDE SEWERS AND ALL
;2cc x• i + �, $ m OTHER UTIUTIES
w� 2 m ♦ 47 n
S
p g � � � („ � �" r� R 90E SEWER TESTING SHALL CONSIST DF PLACING A PLUG IN THE
o 4N vS o g TEST TEE AND INSTALLING A 4-FOOT RISER PIPE ON THE CLEANOUT
AT THE BLIR.DINC- THE SIDE SEWER PIPE SHALL BE RULED TO WITH
n x g a : i WATER TO INC TOP OF THE RISER PIPE NO LOSS OF WATER SHALL
n DCCUR FOR A PERIOD OF TO MRNUTES. THE SIDE SEWER MAY BE
o CONNECTED TO THE BUILDING FOLLOWSNG 1HE SUCCESSFUL
p a, COMPLETION OF THE LEAK TEST
9 THE CLEANOLIT AT THE RIGHT-OF-WAY SHALL 8E INSTALLED PER
AN STANDARD PLAN 4T761 THE CLEANOUT AT THE BUILDING SMALL EC
TAL_An4H 1HSTAU_fO TO SURFACE GRADE ALL OTHER OLEANOu TS SHALL BL
NS AL
OVIL So4 IN STALLfg TO WLTHW 12" OF THE SURFACE
tO IF SIDE SEWER STUB IS NOT AVAILAELLE TIRE OWNER SHALL BE
RESPONSIBLE FOR ITS INSTALLATION PER STANDARD PLAN 4W 1
ALL WORK WITHIN STREET RIGHT-OF-WAY SHALL BE DONE BY A
LICENSED AND BONGED CONTRACTOR
CALL 811 BEFORE YOU DIG 1, ALA TRENCH RESTORATION FOR SIDE SEWERS IN THE PUBLIC
or go to RIGHT-OF-WAY SHALL CONFORM TO STANDARD PLAN 110 OR 1102
www CQ3IQBFOre]K]uo-g .vg 12 ALL WORN SHALL BE ACCOMPUSHED HN ACCORDANCE RTH: THE
WASHINCTOµ INOUSTRIAL SAFETY AND HEALTH ACT (AISHA)
PUBLIC WORKS
TYPICAL BUILDING SEWER• PLAN-4013.2
w
1 12: DEPaRrMENr FROM PROPERTY LINE TO Martin faa5tuc#t�Yz�jz��I
BUILDING CONNECTION • � 7 09BB449 OATE
RK 9/26/25 TJS SURVEYED: SCALE: VERTICAL-
HORIZONTAL-NAD 1983/2011
ANG 1 /5/25 TJS DESIGNED: N/A
RK
DRAWN:
RK ONE INCH DATU M
CHECKED: AT FULL SCALE
IF NOT ONE INCH
BY DATE APPR APPROVED: SCALE ACCORDINGLY
TJS
I 12
DccuSlgn Envelope 10 345B6810-914FAF20-AB59-7Cla2D3B78A3
BEDDING MATERIAL FOR
SANITARY SEWER PIPE
(SEE NOTE 5) ----,
FOUNDATION LEVEL
W (SEE NOTE 7) --, LIMITS OF PIPE ZONE
6n
O.D.
of
PIPE
BEDDING FOR SANITARY SEWER PIPE
N OTES:
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 INSTALLATION SHALL BE PER SECTION 7-05 OF THE
STANDARD SPECIFICATIONS
5 PIPE ZONE MATERIAL SHALL BE PER SECTION 9-03.12(3)
OF THE STANDARD SPECIFICATIONS
6. PIPE MUST BE ANCHORS[] IN SUCH A MANNER AS Tp ENSURE FLOW
LINE IS MAINTAINED
7 TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE
STANDARD SPECIFICATIONS.
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STD. PLAN - 405
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PIPE BEDDING
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DEPARTMENT
FOR SANITARY SEWERS
Martin Pastucf W26/202
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CALL BEFORE YOU DIG:
1-800-424-5555
ki
CITY OF
RENTON
Planning/Building/Public Works Dept.
S-436016 I �
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING IL
HBray 02/05/2026 '
WASTEWATER UTILITY
jstowell 02/05/2026
SEWER NOTES AND DETAILS
HARMONY RIDGE
ICHIJO USA, CO., LTD
1406 140TH PL SE, SUITE 104, BELLEVUE, WA 98007
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DATE:
1/6/2026
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FIELDBOOK:
PAGE:
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DRAWING NO:
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SHEET: 44 OR 66