HomeMy WebLinkAboutS-425512Z
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5' I
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NOT TO SCALE
MANHOLE FRAME AND COVER
SEE STD PLAN 401
ADJUSTMENT RINGS AND MORTAR JOINTS
SEE NOTE 3
FIRST STEP SHALL BE A MAXIMUM OF 18"
BELOW THE COVER
CONE (ECCENTRIC)
STEPS - POLYPROPYLENE STEPS
SHALL BE INCLUDED
RUBBER GASKETED JOINTS SEE NOTE 5
IF REQUIRED, LADDER -POLYPROPYLENE
SHALL BE ATTACHED TO MANHOLE
MAX PIPE SIZE - 'E'
SHELF AND CHANNEL SHALL BE
3000 PSI CONCRETE
PRECAST BASE SECTION
OR CAST IN SHELF
COMPACTED SUBGRADE WITH 6"
CRUSHED ROCK OR ADDITIONAL
MATERIAL SUITABLE TO
SUPPORT STRUCTURE
'A'I
'B'
'C'
'D'
'E'
48" MH
48"
6" MIN.
5"MIN
24" MIN.
21" I D
54" MH
54"
8" MIN
5 5" MIN
24" MIN
24" 1 D
60" MH
60"
8" MIN
6" MIN
42" MIN
30" 1 D
NOTES.
1 STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED
2 MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE IN CONFORMANCE WITH ASTM C-478.
3 ADJUSTMENT OF THE CASTING TO GRADE SHALL BE PER STD PLAN 106 THE USE OF SHIMS IS PROHIBITED.
4 SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING,
FACTORY -COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING, WASSER MC-SHIELDCOAT 100 OR
APPROVED EQUAL, COLOR OF COATING SHALL BE WHITE
5 RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443
6 CHANNEL WIDTH AND HEIGHT SHALL EQUAL THE INSIDE DIAMETER OF THE LARGEST PIPE
7 CONNECTIONS TO MANHOLE SHALL BE MADE USING KOR-N-SEAL BOOTS OR APPROVED EQUAL
8 IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12"
ABOVE FINISHED GRADE OR MUST HAVE AN AT -GRADE, MINIMUM 2'-WIDE CONCRETE RING POURED AROUND
THE COVER IN PAVED AREAS, COVER MUST SLOPE TO MATCH PAVING.
9 MANHOLES OVER 20' DEEP SHALL BE A MINIMUM OF 60" IN DIAMETER
STD. PLAN - 400.1
• PUBLIC WORKS yney
DEPARTMENT STANDARD SANITARY MANHOLE M26/202
Martin Pastucf��i
rn'ncwd+r:'.bAS,i,�449D DATE
r.,j r-m-r----------
--- EX. SEWER MAIN
I I I I
l PROPERTY LINE
JSEWESR
POOLZ
(LENGTH AS NEEDED) iiiS-O" MIN
6" SEWER STUBFUTURE 4" SIDE SEWER
2"x 4" STUD MARKING POST PAINTED
6" CAPJJJ WHITE MATH THE WORD "SEWER" STENCILED
MAIN TEE X 6" TEE i i i IN 3" HIGH BLACK LETTERS AND #6 WARE
SIDEWALK • ?WRAPPED AROUND THE STUD AND
\ EXTENDED TO THE TOP OF THE STUD
` COUPLING TYP
(
ray 13
6"X6"X6" SURFACE CLEANOUT WITH CAST IRON RING AND COVER
O (EAST JORDAN IRON WORKS PRODUCT NO 00367502 OR
APPROVED EQUAL, SPECIFY "SEWER" ON LID),
CLEANOUT TO BE CENTERED IN A 2'x2' CONCRETE PAD
CONCRETE PAD TO BE 8" IN DEPTH
• I 1---
`---j
BEND AS e"
REQUIRED
EXISTING SANITARY
SEWER MAIN t-2 0R MIN SLOPE 1 \\a
\\ \ ` FUTURE 4" SIDE SEWER
�6" SEWER STUB `6"X6"X6" WYE FUTURE 6"x 4" REDUCER
`SEWER 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 (FERNCO OR APPROVED EQUAL).
B CONCRETE MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL)
C PVC & C900 PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED WITH A ROMAC SADDLE
(OR APPROVED EQUAL)
D. 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 "TEE" USING
"STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL).
F HDPE - CORE -DRILLED WITH A ROMAC SADDLE "INSERTA-TEE" MAY BE USED ON SEWER MAINS 12" DIAMETER OR LARGER
G MANHOLE CONNECTION - ALL CONNECTIONS TO 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 PERMIT MUST BE PURCHASED FROM THE CITY OF
RENTON PUBLIC WORKS DEPARTMENT
2 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 ELEVATION, WHICHEVER IS LOWER
3 SIDE SEWERS SHALL HAVE A MINIMUM 2 % SLOPE UNLESS APPROVED BY THE PUBLIC WORKS INSPECTOR
4 FOR INSPECTION 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 INSPECTION AND A REPRESENTATIVE ON SITE WHEN INSPECTOR ARRIVES AT
THE APPOINTED TIME DO NOT BACKFILL THE TRENCH UNTIL APPROVAL IS GIVEN BY THE INSPECTOR
5 ALL TRENCH RESTORATION FOR SIDE SEWERS IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO STANDARD PLAN 110 OR 1102
6 THE SIDE SEWER STUB SHALL HAVE PIPE BEDDING IN ACCORDANCE WITH STANDARD PLAN 405
7 ALL SIDE SEWER STUBS SHALL BE INSTALLED BY A CONTRACTOR LICENSED AND BONDED IN THE STATE OF WASHINGTON
SIDE SEWER STUB pp�� yqq STD. PLAN -406.1
A
PPROvI•ry-
`R3 PUBLIC WORKS INSTALLATION "Tnad by
DEPARTMENT Martin PaStUCh@✓26/202'
(SEWER MAIN TO PROPERTY LINE) _a,, „ ..
DATE
BOLTHOLES - 3 PLCS
SxNOn NpNI EQUALLY SPACED 120'
fwallor is"3 APART ON 23 1/16' (586mm)
DIA BC (SEE DETAIL)
RENTON
SEWER
IL1pC IN USA
COVER & FRAME
PLAN VIEW
25' DIA
[635mm] 1'
3/4' C25mm]
C19mm]
8 3/4' 2 1/2'
C222mm] [64mm]
TYP
COVER SECTION VIEW
26 112' DIA
[673mm]
25 1/4' DIA
16, 'm] 1 1/16'
1/4' (6mm) DIA [27mm]
NEOPRENE GASKET
6'
fAr:
C151 mm]
5/8' 23 3/8' DIA CL ❑PEN
[16mm] [594mm]
27 5/16' DIA
[694mm]
34 1/8' DIA
COVER BOTTOM VIEW
3) BLT SOC (ALLEN HEAD)
5/8'-11 X 15 SS
\ RUBBER WASHER
BOLTING DETAIL
1/4' 1 1/16'
C6mm] (27mm)
(3mm]
1/8,
[R3mm]
GASKET GROOVE DETAIL
[867mm] NOTES
FRAME SECTION VIEW 1 ALL FRAME AND COVER ASSEMBLIES SHALL HAVE
A LOCKING LID PER EAST JORDAN 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 �5°°°hY
'�„ DEPARTMENT (CITY -OWNED) Martin Pastucffg
Z6/zoz
8449D.. DATE
MAXIMUM DISTANCE BETWEEN SPACERS
SHALL BE 6 FEET ON CENTER
SEAL BOTH ENDS OF CASING WITH A
MANUFACTURED RUBBER SEALING DEVICE,
MODEL "W" BY PIPELINE SEAL & INSULATOR
OR APPROVED EQUAL
PLACE END SPACER MAXIMUM OF
12" FROM END OF CASING (TYP.)
1— ONE SPACER SHALL BE PLACED ON THE SPIGOT
END OF EACH SEGMENT AT THE LINE MARKING
THE LIMIT OF INSERTION INTO THE BELL. WHEN
THE JOINT IS COMPLETE, THE SPACER SHALL BE
IN CONTACT WITH THE BELL OF THE JOINT SO
THAT THE SPACER PUSHES THE JOINT AND
RELIEVES COMPRESSION WITHIN THE JOINT.
STEEL PIPE CASING (MILL PIPE) OR DUCTILE IRON
USE 2 STAINLESS STEEL HOSE CLAMPS TO SECURE RUBBER SEAL
(1 ON CARRIER PIPE AND 1 ON CASING PIPE)
CARRIER PIPE
CARRIER PIPE DIAMETER
4"
6"
8"
10"
12"
CASING DIAMETER (PUSH -ON
JOINT CARRIER PIPE)
10"
12"
14"
16"
20"
STEEL CASING THICKNESS
0 25"
0 25"
0 25"
0.25"
0.25"
SPACER BAND WIDTH
8"
8"
8"
8"
8"
NOTES:
1 CASING SPACERS SHALL BE "CENTER POSITIONING" TYPE CASCADE WATERWORKS MFG OR APPROVED EQUAL
2 MINIMUM RUNNER WIDTH SHALL BE 2 INCHES
3. RUNNER HEIGHT SHALL BE SIZED TO PROVIDE
A. MINIMUM 0.75" BETWEEN CARRIER PIPE BELL AND CASING PIPE WALL AT ALL TIMES
B MINIMUM 1" CLEARANCE BETWEEN RUNNERS AND TOP OF CASING WALL TO PREVENT
JAMMING DURING INSTALLATION
4 STEEL CASING DIAMETERS ARE "OUTSIDE DIAMETER" FOR 16" AND LARGER
5 SPACER BAND WIDTH SHALL BE 12" FOR CARRIER PIPES THAT ARE 36" DIAMETER OR GREATER.
6 FOR CARRIER PIPES EXCEEDING 12" IN DIAMETER, CASING DIAMETER AND THICKNESS SHALL BE DESIGNED BY
AN ENGINEER.
7 FOR STEEL CASING, PROVIDE SHOP -APPLIED ANTI -CORROSIVE COATING ON CASING EXTERIOR CONFORMING
TO AWWA 210 PRODUCT SHALL BE TNEMEC HI -BUILD TNEME-TAR SERIES 46H-413 OF APPROVED EQUAL
MINIMUM COATING THICKNESS SHALL BE 16 MILS OFT.
8. STEEL CASINGS SHALL EXTEND A MINIMUM OF 5 FEET BEYOND ANY WALLS OR STRUCTURES.
9 PRIVATE LATERALS ONLY: CASING SPACERS ARE NOT REQUIRED AS LONG AS THE LATERAL CARRIER
PIPE DOES NOT HAVE BELLS THAT WILL FALL WITHIN THE LENGTH OF THE
CASING END SEALS ARE REQUIRED FOR ALL LATERAL CASING PIPES.
STD. PLAN - 412
R,." PUBLIC WORKS CASING PIPE
DEPARTMENT FOR MAIN LINES & LATERALS Martin PastuCIAW26/202
v„wc WorZTAdini,F"9 p84490 DATE
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG.
8/g1
TEE OF APPROPRIATE SIZE USE ROMAC COUPLING OR
APPROVED EQUAL WHEN
60" MIN CONNECTING TO AN EXISTING
FOR NEW
MANHOLES SEWER MAIId
ft
SEE NOTE 7
"RELINER" BRAND STAINLESS
STEEL ADJUSTABLE CLAMPING
BRACKETS OR APPROVED EQUAL
. f
90' BEND EMBEDDED IN CONCRETE
1/2 THE DIAMETER OF
' THE DOWNSTREAM PIPE
NOTES
1. SANITARY SEWER DROPS ARE ONLY TO BE USED UPON APPROVAL BY THE WASTEWATER
UTILITY SECTION
2 DROP PIPES AND FITTINGS SHALL BE PVC SDR 35 WHEN CONNECTING TO ALL EXISTING
SEWER MAIN MATERIALS EXCEPT DUCTILE IRON. USE AWWA C900 PIPE AND AWWA C907
FITTING WHEN CONNECTING TO DUCTILE IRON SEWER MAINS
3 MINIMUM SIZE MANHOLE FOR INSIDE DROP CONNECTION SHALL BE 60" DIAMETER
4 CONNECTIONS TO MANHOLE SHALL BE CORE DRILLED AND USE KOR-N-SEAL BOOTS
OR APPROVED EQUAL
5 USE ROMAC COUPLING OR APPROVED EQUAL WHEN CONNECTING TO AN EXISTING MAIN
6 WITHIN A 60" DIAMETER MANHOLE, THE MAXIMUM ALLOWABLE DIAMETER OF THE INSIDE
DROP PIPING IS 12" INSIDE DROPS EXCEEDING 12" IN DIAMETER OR MULTIPLE DROPS
SHALL BE REVIEWED BY THE WASTEWATER UTILITY AND MAY REQUIRE A LARGER
DIAMETER MANHOLE.
7 "RELINER" BRAND STAINLESS STEEL ADJUSTABLE CLAMPING BRACKETS OR APPROVED
EQUAL SHALL BE INSTALLED WITHIN 6" OF BOTH BELL AND SPIGOT ENDS OF EACH
DROP PIPE IF DROP PIPE LENGTH EXCEEDS 5 FEET THEN CENTER STRAPS SHALL BE
INSTALLED WITH A MAXIMUM SPACING OF 4 FEET ON CENTER BRACKETS SHALL BE
ATTACHED UTILIZING STAINLESS STEEL EXPANSION BOLTS, MIN 2 EACH AT
CONNECTION POINTS
8 MANHOLE CONE SECTION AND ACCESS LADDER MAY NEED TO BE RELOCATED TO ALLOW DROP
ST ..PLAN - 402.2
PUBLIC WORKS INSIDE DROP CONNECTION APPROVEVRI D
DEPARTMENT FOR SANITARY MANHOLE Martin Pastuchcj0/26/2
NOik w"„f ♦em""nro, DATE
NOTES
1. CONTRACTOR SHALL USE A HYDRAULIC POWERED CHA/NSAW WITH A DIAMOND BLADE FOR CUTTING
EXISTING CONCRETF BENCH, SEVERAL CUTS SHALL SE MADE WHERE THE 90 W/LL SE EMBEDDED
AND REUOVf- THE PIECES WITH A ROTO—HAMMER, TO PREI/ENT ANY CONCRETE DEBRIS FROM GOING
DOWN THE PIPE CONTRACTOR W/LL INSTALL SCREENING ACROSS THE CHANNEL WHILE WORK /S
BEING PERFORMED.
2. CONTRACTOR SHALL POTHOLE AROUND THE EX/ST/NG STRUCTURE AND DETERMINE SIZE OF EXISTING
CAISSON. L OCA T/ON OF CONNECTION SHALL BE TORCHED OR CUT THROUGH CAISSON AND THEN
CORE DRILLED FOR NEW CONNECT/ONPEA GRA l/EL AROUND STRUCTURE SHALL BE VACTORED OUT
DOWN TO CONNECT/ON POINT, PR/OR TO CORE DRILLING, AND THEN BACKF/LLED AFTER INS/DE DROP
CONNECTION /S COMPLETE.
J INFORMAT/ON NOT PRO1/DED WITHIN THIS DETA/L SHALL FOLLOW THOSE OF C/TY OF RENTON
STANDARD PLAN 402,2 A80VE.
TOP OF PIPE SHALL
MATCH CROWN OF
EXISTING CHANNEL
EX/ST/NG 22" P/PE
✓OTE 2
PIPE SHALL BE
EMBEDDED /N
CONCRETE, SEE
NOTE 1 BELOW
INSIDE DROP - CONNECTION TO EX MH
1
REVISED PER CITY COMMENTS
MJS
7/26/231
HHH
SURVEYED:
BY OTHERS
2
REVISED PER CITY COMMENTS
KEL
9/12/23
HHH
DESIGNED:
ROLL/ HEAVR/N
3
REVISED PER CITY COMMENTS
KEL
10/11/22
HHH
DRAWN:
MARY MOORE
CHECKED:
ROLL/ HEA VR/N
NO.
REVISION
BY
DATE
APPR
APPROVED:
ROLL/ HEA VR/N
NO SCALE
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL- NAD 1983/1991
DATUM
CITY OF
RENTON
Planning/Building/Public Works Dept.
W (SEE NOTE 7)
BEDDING MATERIAL FOR
SANITARY SEWER PIPE
(SEE NOTE 5) --\
FOUNDATION LEVEL
LIMITS OF PIPE ZONE
.31
O.D.
of
PIPE
6"
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 7-08 OF THE
STANDARD SPECIFICATIONS
5 PIPE ZONE MATERIAL SHALL BE PER SECTION 9-03.12(3)
OF THE STANDARD SPECIFICATIONS
6. 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 APP
V:R]
DEPARTMENT FOR SANITARY SEWERS Martin PastuCW26/202
w•n, n01FD98vB449D DATE
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10/11 /23
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
,con PLANNING
�zw� DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
S-425512
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING IL WASTEWATER UTILITY
:011 -F
yqi 12/06/2023 jstowell 11 /30/2023 L�
NN
1
O
TOWNS ON 12TH DATE:
10/111202J
3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK:
PAGE:
DRAWING NO:
SANITARYSEWER STANDARD DETAILS C5.31 2
SHEET: OF:
47 93