HomeMy WebLinkAboutS-431502Lo
r
ce)
N
I—
co
Nt
r
N
rW(SEE NOTE 7)
BEDDING MATERIAL FOR
SANITARY SEWER PIPE
(SEE NOTE 5) ----\
FOUNDATION LEVEL
LIMITS OF PIPE ZONE
O-D,
of
PIPE
Lil
BEDDING FOR SANITARY SEWER PIPE
NOTES
1, PROVIDE UNIFORM SUPPORT UNDER BARREL
2. HAND TAMP UNDER HAUNCHES.
3. COMPACT BEDDING MATERIAL TO 959 MAX. DENSITY EXCEPT DIRECTLY
OVER PIPE. HAND TAMP ONLY.
4, PIPE INSTALLATION SHALL BE PER SECTION 7-09 OF THE
STANDARD SPECIFICATIONS
5 PIPE ZONE MATERIAL SHALL BE PER SECTION 9-03.12(3)
OF THE STANDARD SPECIFICATIONS
Li_ 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.
I STD. PLAN - 405
• . PUIBLIC WORKS PIPE BEDDING A°°
DEPARTMENT FOR SANITARY SEWERS Martin Pastuc13A126/202
QATE
ALL 90 TURNS SHALL BE ACCOMPLISHED
BY MANS OF A WYE WITH C4EANOUT AND
4" BEND AS REQUIRED (Hq GREATER
45 BEND TWO 45' BENDS SHALL NOT BE
THAN 45- BEND) EVERY 2ND C"ANGE
a" CEfANDUT WYE WITH
ACCEPTABLE (SEE NOTE 11)
IN DIRECTION DR GRADE WIL4 REQUIRE
45 BEND AND PLUG
A CLEANIXIT WYE (SEE NOTE 11) r
{SEE NOTE 11)
I
I
i
s
7
�
HOUSE
HCuSE
��
Hou%E I"I MOUSE
a
�
n
3 -0�' WIN
4" SEWER PIPE
SVRFACE CLEANOUT
4" SURFACE
(tYPICAL)
e"x 6"Y4" WYE
CLEANDUT
4" SEWER PIPE, SEE NOTES 2
(SEE STO PLAN - 407)
WYE
! it" TEST TEE 1WYH ANf} 3 MINILWI UNE 91ZE FOR
/
4„ W>1r
PLUG FACE UP OTHER THAN SINGLE FAMILY IS 6"
(TYPIC'u) I
R o w LfNE
CLEANOUT
_R 0 r LINE
m 3' MIN
u
iO
u
'O
6"r 4" REDUCER v
N
N
(TYPICAL)
.A MAIN SEWER LINE
,'R., ._
,R
??
NOTES
IF THE BUILDING SEWER SERVES ANY FIXTURE HA1ND
FLOM LEVEL RWS LOCATED BELOW THE ELEVATION
1
PRIOR TO -INSTALLATION OF A SANITARY SEWER CONNEG110N, A
4F THE NEXT 'UPSTREAM MANHULE COVER OF THE
3 a(4"
SIDE -SEWER PERMIT GUST BE PURCHASED FROM THE CITY OF
OPUBLIC SEWER SYSTEM, A SACKROW PREVENTION
RENTON PUBLIC WORKS DEPARTMENT.
a zDCNCE SUCH AS CLEAN CHECK EXTENOABLE
' 9BACKWATER VALVE OR APPROVED EOUAL SHALL BE
'n
2
OR INSPECTION CALLHOURS IN Y ANCE
3THE
mI"STALLED
THE INSPECTION PHONEE NOmBER S ON SIDE SCWERdt
PERMIT
FLEXIBLE COUPLING CFERHCO OR EQUAL)
SITE MUST SE READY FOR INSPECTION AND A REPRESENTATIVE
u4"
ON SITE WHEN INSPECTOR ARRIVES AT APPOINTED TIME DG NOT
BACKFTLL THE DITCH UNTIL APPROVAL IS C14N OY T-HE HSPECTOR
> iX SURFACE CUEANDUT
4"e 4"■4" WYE
3
SIDE SEWER PIPE AND FITTINGS SHALL BE PVC SOR 35 WWTH RUBBER
PIPING
CASKET JOINTS UNE.ESS OTHER*SE APPROVED BY THE PUBLIC
WARK5 DEPARTMENT
PLAN
BuiLDIMG DRAIN FOR
i
A MINIMUM CRABS IV �% (1/4" PER FOOT) iAUST BE MAINTAINED
LOW ELEVATION HOUSE
WITH A 4• PIPE IN THE EVENT A 2X GRADE CANNOT BE MAINTAINED
WeTM THE APPROVAL OF THE PVBLIC WORKS INSPECTOR, THE
MAIN TO
CONTRACTOR MAY INSTALL A Ei" DIAMETER SLOE SEWER AT NO LESS
5 FEET
ROW LINE R D W. LINE TO CLPANOUT MAX
THAN 1 S,
SIDE SEwEst BuILKNNG SEWED BUILDING
sTUe 4RAIN
5
INSTALL SIDE SEWER WITH 2' MINIMUM COVER 18" COVER IS ALLOWED
3 FEET MIN
AT THE HOUSE IF OUTLET IS SHALLOW
I '-`
B
ALL BUILDING SEWER AND °.ADS SEWERS SHALL HAVE BEDDING IN
ACCORDANCE WITH STANDARD PLAN 405
`- rr, m
6
°: * x
': i� z
~ ~
7 WHENEVER FEASIBLE, THERE SHALL BE A VINI4MUM 5 FOOT
Q
In s
+. -3, +
gi+',7
v x y
x m 4
�S
MOR12ONTAL SEPARATION BETWEEN SANITARY 516E SEWERS AND ALL
OTHER UTILITIES
B SIDE SEWER TESTING SHALL CONSIST OF PLACING A PLUG IN ThIE
m
z pw„
oN
Z
m 11
o
TEST TEE AND iNSTALLINC A 4-FOOT RISER RPE ON THE CLEANOUT
rc
o
AT THE BUILDING. THE SIDE SEWER PIPE SHALL BE FILLED TO WITH
i
*+
c.
WATER 10 THE TOP OF THE RISER PIPE NO LOSS OF WATER SHALL
FOR A PERIOD
m
m rt'.,
OCCUR OF 14 MINUTES, THE SIGE SEWER MAY EIE
r'
v o
CONNECTED TO THE BUILDING FOLLOWINC THE SUCCESSFUL
oe
Ot
COMPLETION OF THE LEAK TEST
9 THE CLEANOUT AT THE RICHT--OF-WAY SHALL BE INSTALLED PER
m
StANGARD PLAN 4D6 1 TFIE CEEANDUT AT THE BUILDING SHµ4 9E
PLAN INSTALLED 10 SURFACE GRADE ALL OTHER CLEANDUTS SHALL BE
BUILDING SEWER
INSTALLATION INSTALLED TO WTT}gN 12' OF THE SURFACE
10 IF SIDE SEWER STUB IS NOT AVAILABLE THE OWNER SHALL SE
RESPON9BLE FOR ITS iN5TALLAf ON PER STANDARD PLAN 4061
ALL WORK WITHIN STRffT RICHT-OF- WAY SHALL BE DONE 1'JY A
LICENSED AND BONDED CONTRACTOR
CALL 811 BEFORE YOU DIG 11 ALL TRENCH RESTORATION FOR SIDE SEWERS IN THE PUBLIC
Or go to
RIGHT-OF-WAY SHALL CONFORM TO STANDARD PLAN 110 OR 110 2
WWW collUefoTeyoudH} org
12 ALL WORK SHALL BE ACCCMPOSHED IN ACCORDANCE 1WTM THE
WA5HINCTDN INDUSTRIAL SAFETY AND MCALT4 ACT (1PSHA)
TYPICAL BUILDING SEWER
ITD. ILA I1-4o6.x
• PUBLIC WORKS
y9 "any.
�13 DEPARTMENT
FROM PROPERTY LINE TO
Martin PastuCfJW26/2021
BUILDING CONNECTION
DATE
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
® CONSULTINGENGINEERS LLC
32TId Avenue
South Suite I ® I Suite 200
Federal Way, WA 98001
FEDERAL WAY (253) 636-6113
www.esmcivil.com LYNNWooD (425) 297-9900
Civil Engineering Land Surveying Land Planning
Public Works I Project Management I Landscape Architecture
ESM JOB #41 1-004-023
-r----------
EX. SEWER MAIN
i i i
l
PROPERTY LINE
1 SPOOL
I I x
I
II
(LENGTH a5 NEEDED)
� I i _
I �
3'-D" MIN
6" SEWER STUB
I I
FUTURE 4" SIDE SEWER
I I 1
4" STUD MARKING POST PAINTED
12"K
CAP VA4ITE WITH THE WORD 'SETTER' STENCILED
SEWER MAIN TEE x 6„ TEE j j i I
IN 3" HIGH BLACK LETTERS AND #6 WVRE
i i i SIDEWALK i x
NRAPPE❑ AROUND THC STUD AND
.
I I I I J
EXTENDED TO THE TOP OF THE STUD
l=u
eauNc rYp }
I
I W I
L_J-L---_-__--- t
6"X6'K5' SURFACE CLEANOUT WMTi-1 CAST IRON RING AND COVER
(EAST JORDAN IRON WORKS PRODUCT NO 00367502 OR
1
APPROVED EOUAL, SPECIFY "SEVER" ON LID).
'
CLEANOUT TO BE CENTERED IN A V& CONCRETE PAID
I
CONCRETE PAD TO BE 8' IN DEPTH
1
rr---------
L---,
BEND _
A"
RE OUR ED
EXISTING SANITARY
SEWER MAIN---2.0% µIN SLOPE 1�7-jj3
�� � `- FUTURE 4" SIDE SEWER
`.I fi" SEWER STUB 6-X6"X6" WNE FUTURE 6"x 4" REDUCER
SEVER MAIN SIZE X 6" TEE
ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO EXISTING SEWER MAIN
A VITRIFIED CLAY MAIN CUT IN A NEW PVC "TEE' USING -STRONG-BACK" FLEXIBLE COUPLINGS (PERNC4 OR APPROVED EQUAL).
B CONCRETE MAIN - CUT IN A NEW PVC "TEE- USING "STRONC-DACN" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL)
C PVC k C400 PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED WITH A RDMAC SADDLE
(OR APPROVED EQUAL)
O. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE {OR APPROVED EQUAL)
E LINED MAIN - CONNECTION TO SEWER MAINS THAT HAVE BEEN LINED (CiPP, ETC ), CUT IN A NEW PVC 'FEE" USING
"STRONG -BACK' FLEXIBLE COUPLINGS (FERNCO OR APPROVED EOUAL).
F HOPE - CORE -DRILLED WITH A ROMAC SADDLE 'INSERTA-TEE- MAY BE USED ON SEWER MAINS 12' DIAMETER OR LARGER
G MANHOLE CONNECTION - ALL CONNECTIONS fib MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE
SHALL BE CORE -DRILLED AND USE KOR-N-SEAL BOOTS OR APPROVED EQUAL
NOTES-
1 PRIOR TO INSTALLATION OF A SANITARY SEWER STUB, A SIDE SEWER STUB PCRMIT MUST BE PURCHASED FROV THE CIT+r or
RENFON PUBLIC WORKS DEPARTMENT
2 UNLESS OTHERWISE SHOWN ON PLAN, SIOE SEWER SHALL HALVE A MINIMUM 2 5' COWR AT PROPERTY LINE OR 3-5' LOWER
THAN THE LOWEST HOUSE ELEVATION, WT+ICHEVER IS LOWER
3 SIDE SEWERS SHALL HAVE A MIN MUM 2 R SLOPE UNLESS APPROVED BY THE PUBLIC WORKS INSPECTOR
4 FOR INSPECTION OF THE SIDE SEWER STLB. CALL 24 HOURS IN ADVANCE. THE INSPECTION PHONE NUMBER IS ON THE SIDE
SEWER STUB PERMIT SITE MUST BE READY FOR INSPECTION AND A REPRESENTATIVE ON SITE WHEN INSPECTOR ARRIVES AT
THE APPOINTED TIME DO NOT BACKFILL THE TRENCH UNTIL APPROVAL IS GIVEN BY T111E INSPECTOR
5 ALL TRENCH RESTURA71ON FOR SIDE SEWERS IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM 10 STANDARD PLAN 110 OR 7102
6 THE SIDE SEWER STUB SHALL HAVE PIPE BEDDING IN ACCORDANCE WITH STANDARD PLAN 405
T ALL SIDE SEWER STUBS SHALL BE INSTALLED BY A CONTRACTOR LICENSED AN❑ BONDED IN THE STATE OF WASHiNGTON
SIDE SEWER STUB
sro. PLAN - 406.1
PUBLIC WORKS INSTALLATION [Ap'
DEPARTMENT Martin Pastucl*�`26/zoz
(SEWER MAIN TO PROPERTY LINE] A�
I i.I� wM. An.r.rer DATE
WASTEWATER UTILITY STANDARD NOTES
1 ALL WORK AND MATERIAL SHALL BE IN CONFORMANCE. WITH THE STANDARDS AND SPECiFiCATTON OF THE CITY
OF RENTON PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOTIAPWA STANDARDS AND
SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON STANDARD PLANS & SPECIFICATIONS
A SET OF APPROVED PLANS SHALL BE KEPT ON SITE ATALL TIMES DURING CONSTRUCTION
2 DATUM FOR VERTICAL CONTROL SHALL BE NORTH AIIIERICAN VERTICAL DATUM 1988 HORIZONTAL CONTROL
SHALL BE NORTH AMERICAN DATUM 1983MS91 UNLESS OTHERWISE APPROVED BY THE CITY BENCHMARKS
AND MONUMENTS SHALL BE REFERENCED ON THE APPROVED PLANS
3 A PRE -CONSTRUCTION CONFERENCE AND A 24-HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW
CONSTRUCTION IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS,
INCLUDING STREET USE PERMITS. PRIOR TO STARTING CONSTRUCTION INSPECTION WILL eE 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
4 THE HOURS OF WORK IN THE STREET RIGHT-OF-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-CF-WAY
S 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.
6. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR ❑ISTURMANCE
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 SITE AT ALL. TIMES
T. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH
OF 12-INCHES, MAXIMUM DEPTH III -INCHES, THOROUGHLY COMPACTING EACH LAYER TO 95 PERCENT OF
MAXIMUM DENSITY THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER 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 (9-03.19).
D SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER-GASKETED ASTM D 3034, SDR 35,
C90OM905 OR DUCTILE IRON CLASS 60. UNLESS OTHERWISE APPROVED BY TTHE 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 WASH INGTON IN ACCORDANCE WITH STANDARD DETAIL 412
TO. OPEN -CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAYS SHALL BE
BACKFILLED WITH CRUSHED SURFACING AGGREGATE (WSDOT SPECIFICATION 94J3 9(3) AND MECHANICALLY
COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY
1 T 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 &
SPECIFICATIONS THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE
FOUNDATION MATERIAL TO A UNIFORM GRADE 50 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 WITH 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
ST ,_PLAN -413
a PUBLIC WORKS WASTEWATER UTILITY AFFRDYED
7i7 DEPARTMENT STANDARD NOTES Martin Pastuchao/26/2
DATE
olCHAE�
pF WASy�Nco��G�
CD - N
�F50085
G / sTERF,�
SS/ONAL E�
RECORD DRAWINGS
N0.
REVISION
C
CD
x
W
VJ
W
Q
r
VJ
Cc
LU
5�
''L^^
VJ
EXISTING
E
00
x
W
EXISTING
4 LF 8"0 DI PIPE
1 —8" 90° BEND
+I
CD
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)
1-8" ADAPTER
w 1-6" SPOOL (FLxPE)
1-6" LONG BODY SLEEVE (MJ)
CITY FORCES TO PERFORM
WATER MAIN CUT —IN
I� EX 8" DI
o CUT AND ABANDON
EXISTING MAIN.
(o 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
W
NEW 8" 0 DI
1-8" CAP W/2" TAP AND
TEMPORARY BLOCKING
INSTALL BLOW OFF ASSEMBLY
PER COR STD PLAN 300.7
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
CITY FORCES TO PERFORM
x WATER MAIN CUT —IN
W
TESTING CONNECTION
SOUTH CONNECTION DETAIL
0
Q0
x
W
FINAL CONNECTION
x
W
FINAL CONNECTION
S-431502
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
SURVEYED:
SCALE:
VERTICAL: NAVD 1988
SOPHIE JO SHORT PLAT
DATE:
02/1/2G
AT FULL SCALE
ONE INCH
SCALE
CITY OF
Planning/Building/Public Works Dept.
i
RENTON
SANITARY SEWER DETAILS &NOTES
UTILITY PERMIT #