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BEDDING MATERIAL FOR J
SANITARY SEWER PIPE O.D.
(SEE NOTE 5) of
PIPE
FOUNDATION LEVEL
. 1
Llluil TS OF PIPE ZONE
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 INSTALLATION SHALL BE PER SECTION 7-06 OF THE
STANDARD SPECIFICATION5
5 PIPE ZONE MATERIAL SHALL BE PER SECTION 9-03.12(3)
OF THE STANDARD SPECIFICATIONS
B_ 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 SPECIFICATIONS.
STD. PLAN -405
PUBLIC WORKS PIPE BEDDING APa
DEPARTMENT FOR SANITARY SEWERS Martin PastuchW26/202
?'I -A �66 Aa90 PATE
4" BENP AS REOVIRED INC GREATER
THAN 45' BE7W} EVERY 2N0 CHAnGE a CEEAROUT WYE WTi IN
D*ECT14N p� GRADE WILL fFERLRRE 45 BEND A140 PLUG
A CLEANOUT WYE (SEE ROTE 11) I (SEE NOTE 11)
W W
M� k HORSE ?I
SURFACE CLEANDUT }' SURFACE
15". 5".5- vm CLE-ANOUT
(SEE SZ KAN - 497) WYE
Wm
R O W LINE CLEANC
s Mir4
MAIN SEWER LINE
ALL 94 TURNS SHALL BE ACCOWPUSHED
BY MEALS OF A WYE MATH CI.EANOUT 00
4S BEND TWO 45' BENDS 5HALL N0Y BE
ACCEPTABLE (SEE NOtE II)
3
cl
W
HOUSE
- 3-e} VIN
I I
/ A" SEWER PIPE
f (TYPICAL)
4" SEWER PIPE, SEE ROTES 2
4" TEST TEE WIT+)
AND 3 MINIMUM LINE S12E FOR
PLUC FACE LFP
OTI+ER TRAM SIN(�E FAMILY 15 4"
�TPICAL)
LINE
fi"T 4" REDUCER
[TYPICAL)
NOTES
IF THE BUILDING SEWER SERVES ANY FIXTURE HANNG
s
FLOOD LEVEL RIMS LOCATED BELOW THE ELEVATION
T
PRIOR TO INSTALLATION OF A SANITARY SEWER CONNECTION. A
o
OF THE FVEXT UPSTREAM MANwat C'BVCR OF THE
SIDE -SEVER PERhOT MUST BE PURCHASED FROM THE DT-V CF
cT
PUBLIC SEWER SYSTEL, A BACKFLAW PREVENTION
RENTON PUBLIC WORKS DEPARTMENT
o =
DEICE SUCH AS CLEAN CHECK EXMWABLE
@ACISWATEf1 VALVE OR APPROVED EQUAL y1A11 BE
2
FOR INSPECTION OF SIDE SEVER, CALL 24 HOURS IN ADVANCE
�.
INSTALLED
THE" IR$PECtmN PHONE NUMBER IS ON THE SIDE SEWER PERMIT
a" R.Ex19LE COUPLING (FERNCO OR EOLIAL)
SITE MUST BE READY FOR INSPECTION AND A REPAE"10011VE
v a
ON SITE WHEN kNSPECTOR ARRIVES AT APPOIN"EB T1ME CO NOT
I4
BAOKFlLL THE DITCH UNTIL APPROVAL IS GIVEN BY THE INSPECTOR
`�
SURFACE CLEANOUT
m
4� o, 4,.x4" WYE
3
SIDE SEWER PIPE AND FITTINGS 5ItALL BE PVC SDR 35 WITH RURKR
4, PIPING
CASKET .IOINTS UNLESS OTHERWISE APPROVED BY THE PUBLC
WORKS DEPARTMENT
�N
BUILDING DRAIN FOR
4
A W,NIIIUM GRADE' OF 2Z (110" PER FOOT) MUST BE MAINTAINED
Low ELEVATION HOUSE
WITH A 4" PIPE IN THE EVENT A 2R GRADE CANNOT BE 1AAATANED
WITH TIRE APPROVAL Or THE PVOLIC WORKS INSPECTOR, THE
MAIN TO
CONTRACTOR MAY INSTALL A 6- DIAMETER 549E SEWER AT NO LESS
S FEET
ROW UK R 0 W. LINE TO CLEANOUT "Ax.
TnAN T>L
'SIDE SEWER BUILDING SEWR BUILDING
sn16 DRAIN
5
INSTALL SIDE SEWER 'MTN Z' MsNIYUU C05ER le" COVER IS ALLOWED
MIN
AT TI+E HOUSE IF DUTLEF IS SHALLOW
0
ALL BUILDING SEWER ANTS SIDE �WIERS $HALL HAVE REDOING IN
ACCORDANCE 1WT14 STANDARD PLAN fOb
}w r x " ' '
7
WHENEVER PEASULE, THERE SHALL BE A MINFMUM 5 FOOT
n t �'x z'
HORIZONTAL SEPARAt1DN BETWEEN SANITARY SIDE SEWERS AND ALL
`�v ( y `D"' g ` ! `R
OTHER UTILITIES
p
* n n n Ir �' r'?i
} "^
5
SIDE SEWER TESTING SHALL CONSIST OF PLACING A PLUS 1% THE
TEST TEE AND INSTALLING A 4-FppT RISER PIPE ON THE CLEMOUT
To W
I o _ 2 F
AT THE 9U1WING- THE SIDE SEWER PIPE DULL BE FILLED 70 WITH
TO THE TOP THE
¢ I
q n
WATER OF RISER PIPE NO LOSS OF WATER SHALL
OCCUR FOR A PERIOD OF 10 MINUTES, THE 510E SEWER MAY BE
m
' v
THE
..-
CONNEC70 TO @UII-DING FOLLOwNC THE SUCCESSFUL
COMPLETION OF THE LEAK TEST
zt - S
9
THE CLEANOUT AT THE R1CHT-OF-WAT 5HALL W INSTALLED PER
STANDARD PLAN 4w 1 111E CLEANEXIT AT THE RUI]IHG SHALL BE
B NSrALL �O
INs TAu,LnDH
INSTALLED TO SURFACE CRADE ALL OTHER CLEANBUTS SFIALL 9E
INSTALLED TO WITHIN 12" DF THE SURFACE
10 IF SIDE SEWER STU@ IS NOT AVAILABL{ THE OWNER SHALL BE
RESPONSIBLE FOR ITS INSTAIJJITON PER STANDARo PLAN 406 1
ALL WORK WITHIN STREET RIGHF-OF-WAY SHALL BE DONE BY A
LICENSED AND BONDED CONTRACTOR
CALL BIT BEFORE YOU DIG
E
1' ALL TRENCH RESTORATION FOR SIDE SEWERS IN THE PUBLIC
OF L]O
Rh-OF-wAY SHALL CONFORM To STANDARD PLAN 110 OFF 1102
WV,W r01111e10fCyOud!q Or[}
12 AL-L WORK SHALL OE ACGOUPLI$HED IN ACCORDANCE WITR T11E
WASHINGMIN INDLIST1IIAL 5AFIETY ARD HEALTF- ACT [WWS..A)
TYPICAL BUILDING SEWER srDr- -405.2
PUBLIC WORKS FROM PROPERTY LINE TO 26/2021
DEPARTMENT Martin Pastucl�
BUILDING CONNECTION Fiww... :.,Foum"9D ogre
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
®CONSULTING 34 0 8th Avenue South
ENGINEERS _L L C
Suite 205
Federal Way, WA 98003
FEDERAL WAY (253) 838-6113
www.esmcivil.com EVERETT (425) 297-9900
Civil Engineering Land Surveying Land Planning
Public Works I Project Management I Landscape Architecture
ESM JOB #41 1-004-023
— E71; SEWER MAIN
I
! I I I
PROPERTY LINE
SPOOL i j i Z
l
(LENGTH AS NEEDED) I
- T-B"
MIN
I II o
6" 5EWER STUB I r I I
I I M
FUTURE 4- SIDE SEVER
I I ,
4 i i i
L$FWER MAIN TEE 9 5- TEE i i i
2"x 4" STUB MARKING POST PAINTED
6" CAP W41TE MATH THE WORD "SEWER" STFNCILEO
I
W
r SIDEWALK
IN 3" HIGH SLACK LETTERS AND #6 WIRE
WRAPPED AROUND THE SrUO AND
j ?
EXTENDED TO THE TOP OF THE STUD
COUPLING TYP
e �.J
I
6"x6"x6- SURFACE CLEANOUT VAT" CAST IRON RING AND COVER
L'
(EAST JORDAN IRON WORKS PRODUCS ND 0367502 OR
1
APPROVED EQUAL. SPEOFY "SEWER" ON 10).
CLEANOUT TO RE CENTERED IN A 2'x2' CONCRETE PAC
CONCRETE PAD TO BE @" IN DEPTH
------------------------T—____
SEND AS
g"
REQUIRED
fEXISTING SANITARY _
! SEWER MAIN —2-D�%MAI'm
OPE! FUTURE A- SIDE SEWER
SB L6"k5"kfi' WYEFUT4IRE fi"x 4" REDUCER
BEVIES MAIN : E % 6" TEE
ACCEPTABALr PROCEDURES FOR SIDE SEWER CONNECTIONS TO EXISTING SEWER MAIN
A VITRIFICO CLAY MAIN - CUT IN A NEW PVC "TEE" USING STRONG-EIACK" FLEXIBLE COUPLINGS (FERNCD OR APPROVED EQUAL).
B CONCRETE MAIN - CUT IN A NEW PVC `TEE" US'INO 'STRONO-EtACK' FLEIOBLE COUPLINGS ("NCO OR APPROVED EQUAL)
C PVC 61 GRDO PVC WAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED IOU+ A ROMAG SADDLE
(OR APPROVED EQUAL)
0. DµCM_E IRON MAIN - CORE -DRILLED WITH A RCMAC SADDLE (OR APPROVED EQUAL)
E LINEO MAIN - CONNECTION TO SEWER MAINS THAI HAVE SEM LINED (CIPa, ETC ), CUT IN A NEW PVC 'FEE" USING
`STRONG -BACK" FLE%19LE CBUPLINCS (FERNCO OR APPROVED EQUAL),
F HOPE - CORE -DRILLED WITH A R04AC SACOLE "INSERM-TEE- MAY BE USED ON SEWER MAINS 12" OIAMETER OR LARGER
G MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACT{IRED KNOU -OUVS OR THE STRUCTURE
SHALL BE CORE -DRILLED AND uSE KOR-N-SEAL BOOTS OR APPROVED VQUAL
NOTES.
I PRIOR 10 INSTALLATION OF A SANITARY SEWER STUB, A %BE SEWER STUB PERM17 MUST BE PURChASEED FROM THE CITY 4f
RENTON PUBLIC WORK$ Qf6PARTMENT
2 UNLESS OTHERWSE SHO M &N 4-LAN, SIDE SEWER SoALL FIAVE A IAINRduLI 2 5' COVER AT 11ROKRTY LINE DR 3-S' LOWER
THAN THE LOWEST HOUSE ELEVATION, WICHEV£R IS LOWER
J SFOE SEWERS SHALL HAVE A MIN -MUM 2 M SLOPE UNLESS APPROVED BY THE PUBLIC WORK$ INSPECTOR
4 FOR INSPECTION OF THE SIDE SEWER 511jB. CALL 24 HOURS IN ADVANCE. THE INSPECTION PHONE NUMBER IS ON THE 510E
SEWER STUB PERMIT SITE MUST BE READY FOR INSPECTION AND A REPRESENTATIVE ON SITE WHEN INSPECTOR ARRIVES AT
THE APPOINTED TIME 0O NOT BACKRLL THE TRENCH UNTIL APPROVAL IS GIVEN BY THE INSPECTOR
5 ALL TRENCH RESTORATION rOR SIDE SEWERS IN THE PUBLIC RICH? -OF -WAY SHALL CONFORM TO STANDARD PLAN 1T0 OR 1102
6 TIAE SIDE SEWER STUB SHALL HAVE PIP[ 9EODINC IN ACCORDANCE WITH STANDARD PLAN 405
T ALL SIDE SEWER STUBS SI-HALL BE 14STALLED BY A CONTRACTOR LICENSED AND BONDED IN THE STATE OF WAS-INCTON
SIDE SEWER STUB p� F94. , STD. PLAN -406.1L
AAPH{74 N'1
19 PUBLIC WORKS INSTALLATION
DEPARTMENT Martin PastucftW26/202
SEWER MAIN TO PROPERTY LINE) w9t7&"9
GATE
WASTEWATER UTILITY STANDARD NOTES
1 ALL WORK AND MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY
OF RENTON PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSOOTIAPWA STANDARDS AND
SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON STANDARD PLANS & SPECIFICATIONS
A $FT OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION
2 DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTTCAL DATUM 1999 HORIZONTAL CONTROL
SHALL RE NORTH AMERICAN DATUM 1983/1991 UNLESS OTHERWISE APPROVED BY THE CITY BENCHMARKS
AND MONUMENTS SHALL BE REFERENCED ON THE APPROVED PLANS
3 A PRE -CONSTRUCTION CONFFIRENCEAND A 24-HOUR NOTICE SHALL BE RECUIRED PRIOR TO STARTING NEW
CONSTRUCTION IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMTS,
INCLUDING STREET USE PERMITS. PRIOR TO STARTING CONSTRUCTION INSPECTION WILL BE ACCOMPLISHED
BY A REPRESENTATIVE OF THE CITY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC
WORKS INSPECTOR 24 HOURS iN ADVANCE OF BACKFILLING ALL CONSTRUCTION
d THE HOVERS OF WORK IN THE STREET RIGHT -CIF -WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS
UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AN APPROVED TRAFFIC
CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT-OF-WAY
5 CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS. METHODS AND SEQUENCES OF CONSTRUCTION AND
FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE IN ACCORDANCE WITH LOCAL.
STATE AND FEDERAL REQUIREMENTS,
B- ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND FT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AV0110 DAMAGE OR D1S7URBANCE
THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF RCW 19 122 A DIG TICKET SHALL BE
OBTAINED A MINIMUM OF TWO BUSINESS DAYS PRIOR TO STARTING ANY EXCAVATION THE CONTRACTOR
SHALL HAVE A COPY OF THE DIG TICKET ON SfTE ATALL TIMES
7. SACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LMSE AVERAGE DEPTH
OF 12-INCHES, MAXIMUM DEPTH 16-INCHES. THOROUGHLY COMPACTING EACH LAYER TO 95 PERCENT OF
MAXIMUM DENSITY THESE COWPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMErTER ON EACH SIDE OF THE
PIPE OR TO THE SIDE OF THE TRENCH MATERIALS TO COMPLETE THE FILL OVER THE PIPE SHALL BE
EQUIVALENT TO BANK RUN GRAVEL FOR TRENCH BACKFILL (9-03,IS).
8 SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER-GASKETED ASTM D 3034. SDIR 35,
C9001C905 OR DUCTILE: IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE CITY
9 SANITARY SEWER PIPES SHALL NOT BE LOCATED UNDER ANY STRUCTURE (WALL, BUILDING FOUNDATION. ETC )
UNLESS APPROVED BY THE CITY IF A SANITARY SEWER IS TO BE LOCATED UNDER ANY STRUCTURE (WALL,
BUILDING FOUNDATION, ETC.), IT SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE
OF WA$HIW;TON IN ACCORDANCE WITH STANDARD DETAIL 412
TO. OPEN -CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAYS $HALL BE
SACKFILLE❑ WITH CRUSHED SURFACING AGGREGATE (W50OT SPECIFICATION "39(3) AND MECHANICALLY
COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY
11 ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH
THE STANDARDS AND SPECIFICATION OF THE CITY AND THE LATEST EDITION OF THE WSDOTIAPWA STANDARDS
AND SPECIFICATION AS APPROVED AND MODIFIED BY THE CITY IN THE RENTON STANDARD PLANS 8
SPECIFICATIONS THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE
FOUNDATION MATERIAL TO A UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED
ON A UNIFORMLY DENSE, UNYIELDING BASE PIPE BEDDING SHALL BE IN ACCORDANCE WITH STANDARD PLAN
405
12 ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF
THE CITY FOR THE PREVENTION OF ON -SITE EROSION BOTH DURING CONSTRUCTION AND AFTER THE
COMPLETION OF CONSTRUCTION IN ACCORDANCE WFTH THE CURRENT SURFACE WATER DESIGN MANUAL
13 THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH A RECORD DRAWING OF THE SANITARY SEWER
SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED
PROFESSIONAL SURVEYOR
PLtBL1C WORKS WASTEWATER UTILITY PLAN - 413
.� AF'PAOMEa
DEPARTMENT STANDARD NOTES Martin Pastuchaa/26/2
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EXISTING
0
x
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ON EXISTING WATER MAINS PRIOR TO
FINAL CONNECTIONS
4 LF 8" 0 DI PIPE
1-8" 90" BEND J
+I
0
1 —8" CAP W/2" TAP AND
TEMPORARY BLOCKING
INSTALL CITY STANDARD TESTING
CONNECTION USE EXISTING
HYDRANT LOCATED 250' EAST
ON S 21 ST ST
1-8"x6" CUT —IN —TEE (FL)
c0 1 —8" ADAPTER
x 1 —6" SPOOL (FLxPE)
1 —6" LONG BODY SLEEVE (MJ)
CITY FORCES TO PERFORM
WATER MAIN CUT —IN
EX 8" DI
o CUT AND ABANDON
EXISTING MAIN.
(.0 CAP PIPE ENDS
Ix (BY CITY FORCES)
1-8" SPOOL (PE)
1-8" LONG BODY SLEEVE (MJ)
NEW 8" 0 DI
TESTING CONNECTION
NORTH CONNECTION DETAIL
NEW 8" 0 DI LJ
1-8" CAP W/2" TAP AND
TEMPORARY BLOCKING
INSTALL BLOW OFF ASSEMBLY
PER COR STD PLAN 300.7 -H
ON SHEET SS-04 o CUT AND ABANDON
NEW 8" 0 D
EXISTING MAIN. 1-8" SPOOL (PE)
CAP PIPE ENDS 1-8" LONG BODY SLEEVE
(BY CITY FORCES)
1-8" GATE VALVE (MJ)
1-8" PLUG
00 00 CITY FORCES TO PERFORM
x x WATER MAIN CUT —IN
W W
EXISTING TESTING CONNECTION
SOUTH CONNECTION DETAIL
FINAL CONNECTION
0
x
W
FINAL CONNECTION
S-431502
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
EHHuy:n1h
ENT ENGINEERING WATER UTILITY
04/17/2025 LHa2ez 03/31 /2025
:01
WASTEWATER UTILITY
jstowell 03/31 /2025 '
SURVEYED: SCALE: DATE:
VERTICAL: NAVD 1988 3/1 • S O P H I E J O SHORT PLAT //
HORIZONTAL: NAD 1983/1991 CITY OF " 's 24
DESIGNEDBML KS SANITARY SEWER DETAILS & NOTES FIELDBOOK:
DRAWN:
RENTON PAGE: CJ R • DRAWING NO:
ONE INCH DATUM ^ �1 — 0 /1
CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. JJ L
IF NOT ONE INCH
BY DATE APPR APPROVED: SCALE ACCORDINGLY
UTILITY PERMIT # SHEET: 17 OF:23