HomeMy WebLinkAboutS-385102B;
MIAt'NHOLE FRAME AND COVER
SEE STD. PLAN 401
A1-JUSTMENT RINGS (2' MIN.)
SEE NOTE 6
MORTAR JOINT(S) (3/8" 1r1IN.)
SEE NOTE 5
CONE (ECCENTRIC)
RUBBER GASKETEC JOINTS IN
ACCORDANCE WITH" ASTM C---443
STEPS - POLYPROPYLENE STEPS
SHALL BE INCLUDED
CONCRETE RISER BY PIPE INC.,
OR APPROVED EQUAL.
LADDER-POL'YPROPI'LE-NE
SHALL BE ATTACHED TO MANHOLE
MAX. PIPE SIZE - E
CONCRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF.
r�CT Tv SCALE
-- ;
A <B C, i D>
48" Mei 48" 6" MIN. 5"MIN 1 24" MIN. 21 D.
8," MIN. r `�' M1N. , 24" M; N. '4" 1, D.
FO" Mij 60" 8" MIN. 6" MIN, 142" MIN. 30'f I.D.
STEPS TO BE POLYPROPYLENE SAFETY STEPS.
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED.
.5.CAS-f1NC; SHAf_.�_ BE: PER STD. PLAN 401,
4, MANHOLE SECTIONS TO BE OF REIN'IFORCED PRL --CAST CONC'RE--E.
5, ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED.
6. ADJUSTMENT" OF -HF CASTING TO GRADE. SHALT_. BE ACCOM''LI SHED WITH A COMBINATION OF
IU
AD,_STMENT ,RINGS, BR;CKS AND MORTAR ONLY, BRICKS SHALL BEE STAGGERED TO CREATE A RUNNING
BOND LE 1
/3J � 1-
f2,
_s I•I I
.s
_ J S
7. SANITARY SEWER NAANHO__f:.`.S SHiALI- HAVE' A_ IINTERIOR SURFACES, Ii'vCLUOINC' CHAiNELING,
COATED "SEALED) WITH A HIGH SOLIDS URETHANE COAT:f'NG; WASSER MC-AROSHIELD OR
APPROVED EQUAL; COLOR. OF COATING SHALL BE 'WHITE.
S. RUBBER GASKETED .POINTS SHALL BE: IN CC)NFORMANCE- WITH ASTM C-4114,13-
9. CHANNEL. HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE LAME TER OF THE LARGEST PIPE.
10. CONNECTIONS TO MANHOLE SHALL BE MADE. USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR
APPROVE; EQUAL -
IN �)NIMPROVED AREAS, MANHOLE.; SHALL FXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12"
ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE.
IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCILH PAVING,
STD. PLAN 400,1
$ 4 PUBLIC WORK.
DEPARTMENT STANDARD SANI"T"ARY MANHOLE
SEPTEMBER 2011
RECESSED
LIFT POCKET
%" - 11 N.C. SOCKET HD
SCREW 1 Y4" LONG
(BRONZE OR S.S.)
Y2" x 2" RAISED PADS
.T
CAST IRON RING AND COVER
2" A. C.
2' - 0"
---- -------
f
BUILDING SEWER
ti.
A�
, A
6" CONCRETE
"�2"x 4" STUD MARKING POST PAINTED
�6"XI5"X6"
CLASS 3000
SAND OR
L27r�,rrsJ
EXPANDABLE
z
FOAM
WATER TIGHT
_-___-
PLUG
45° (1/8) BEND
45` (1/8) BEND
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
NOTES:
1. 8" AND 6" CLEANOUTS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC,
No. 3698 OR EQUAL, CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY.
2. IN UNIMPROVED AREAS, POUR A 1'-0" THICK, 2'-0" SQUARE
CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER.
PUBLIC WORKS 8 OR S INCH CLEAN-OUTSTD. PLAN -- 403.1
,,. DEPARTMENT FOR SANITARY SEWER MAINS
�. SEPTEMBER 2011
kco I
0000'DESIGN
ENGINEERING
COVER & FRAME
PLAN VIEW
BOLTHOLES - 3 PLCS
DQUALLY SPACED 12
APART ON 23 1/16' (586rnrn)
DIA BJ_-'. '(SEE DETAIL)
2S' DIA,
16=35mrnJ
,4.i 125rnrn31
7
C"19r~sr��
� f
8 3/4", i 2 1/2'
-m---------------- .....} -
Cr 22mr^J L64^�znJ
TYP
COVER SECTION VIEW
26 1/2' DIA
i.673r m",
25 1/4' DIA
w
C3) DLT SCC, (ALLEN HEAD)
81--11 X L5 SS
I T
PLB6ER WASHER
PROPERTY LINE
3'-0"
I
FUTURE
Cb4lrnr;J
BUILDING SEWER
1 1/16' 1/4'
CF,r,,M1 �
�� -- 7
d
'-d
oo�N
"�2"x 4" STUD MARKING POST PAINTED
�6"XI5"X6"
`/4° C mm) DIA
6 Z1
FI`' EOPRENE. GASKET
-' WYE WHITE WITH THE WORD "SEWER" STENCILED
L27r�,rrsJ
Cc, :nmI
z
(EAST JORDAN IRON WORKS WRAPPED AROUND THE STUD AND
______ -------------
_-___-
Q SPECIFY "SEWER" ON LID,
6" SIDE SEWER AND BUILDING SEWER
SEE STD. PLAN 403.1 FOR
INSTALLATION)
ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN
LINES ARE AS FOLLOWS:
13
-
A NEW TEE USING FLEXIBLE COUPLINGS
_-----------
(FERNCO OR APPROVED EQUAL).
- --
CR3r�a._
B. CONCRETE MAIN - CUT IN A NEW SECTION OF SEWER MAIN WITH
A NEW TEE USING FLEXIBLE COUPLINGS
(FERNCO OR APPROVED EQUAL).
23 3/8" DTA CL CPEN
C. PVC MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED
E16mm
E594mm �.
D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR
GASKET GROOVE DETAIL
APPROVED EQUAL)
., t , a 16 Dil A
4
E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE
AT MANUFACTURED KNOCK -OUTS OR THE
C>u94, ml
STRUCTURE SHALL BE CORE -DRILLED.
�• - - 34 1/8' DIA
FOR CAST IRON PIPE
C867mml
1'N 10)
1:3:5 MIX -, �`�
FRAME SECTION VIEW
1, ALL COVERS SHALL BE LOC10 PER EAST
BLOCKING
JORDAN: ::RON 'WORK`_' INC. No. -1717C1 OR EEL: .OUAI-.
2. USrE FRAME. AND COVER FOR STORM (SPtF_CIFY
GGN 2% MIN SLOPE
„ HORIZONTAL
6 SIDE OUTLET TEE
/SEWER
"(DRAIN" ON COVER), SANT-I'ARY (SPE', -,`IF)'
6" MIN. MAIN
"S;E WFR") OR WATER /SPECIFY "WA -1 -ER"')
NY .-�.
PUBLIC WORKS
DEPARTMENT
STD. PLAN 1
40-
MANHOLE FRAME AND COVER -___--- ----- --------------------
� y �
ELEVATION
DECEMBER 008
PROPERTY LINE
3'-0"
I
FUTURE
6" BUILDING SEWER PIPE �;� I
BUILDING SEWER
-
o-
d
'-d
oo�N
"�2"x 4" STUD MARKING POST PAINTED
�6"XI5"X6"
TEE WITH 6" SIDE OUTLET
-' WYE WHITE WITH THE WORD "SEWER" STENCILED
I. C,
SURFACE CLEANOUT WITH IN 3" HIGH BLACK LETTERS AND #6 WIRE
CAST IRON RING & COVER
z
(EAST JORDAN IRON WORKS WRAPPED AROUND THE STUD AND
2975 OR APPROVED EQUAL, EXTENDED TO THE TOP OF THE STUD.
cn
Q SPECIFY "SEWER" ON LID,
6" SIDE SEWER AND BUILDING SEWER
SEE STD. PLAN 403.1 FOR
INSTALLATION)
ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN
LINES ARE AS FOLLOWS:
A. VITRIFIED CLAY MAIN - CUT IN A NEW SECTION OF SEWER MAIN WITH
A NEW TEE USING FLEXIBLE COUPLINGS
(FERNCO OR APPROVED EQUAL).
B. CONCRETE MAIN - CUT IN A NEW SECTION OF SEWER MAIN WITH
A NEW TEE USING FLEXIBLE COUPLINGS
(FERNCO OR APPROVED EQUAL).
C. PVC MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED
EQUAL) OR CUT IN A NEW TEE USING RIGID COUPLINGS.
D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR
APPROVED EQUAL)
E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE
AT MANUFACTURED KNOCK -OUTS OR THE
STRUCTURE SHALL BE CORE -DRILLED.
60" ALLOWABLE MAX.
FOR CAST IRON PIPE
OR DUCTILE. IRON PIPE.
1:3:5 MIX -, �`�
t
`N
G
CONCRETE
BLOCKING
0,.
GGN 2% MIN SLOPE
„ HORIZONTAL
6 SIDE OUTLET TEE
/SEWER
SEWER
6" MIN. MAIN
MAIN
CONCRETE BLOCKING ANGLE
TYPICAL SIDE SEWER ELEVATION
OF TEE AT MAIN OVER 25
T_
ELEVATION
NOTE:
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,
PUBLIC WORKS STANDARD SIDE SEWER STD. PLAN - 406.1
+ DEPARTMENT INSTALLATION
(SEWER MAIN TO PROPERTY LINE) JANUARY 2013
.............................................. �......................._......................._......................._........,.,.,,.,......._...........,.......,,.._..,..................._......................._......................._...
420 .......... ........... ............. ....... _..............,........_.
GROUND SURFACE
EX1",D.LWA --- -
--- - - - - - - - - - - - - - - - - - - - -
EX 6". D.I. WA
410 ................................................................................................................ ...................................................... ........................................z..............................,,,,,....,......,..,,,.,..,.,.,,............,.................,,,........,,,,,.....,...... , ,,,,,,................ ,................... ...............................
31LF 8" PVC ® 0.01J8-\
-------------
lO1LF 8". PVC 0,00118
400 ................................................. N
--................................................... .
it
4J �I
......................420
t
400
EDER PROF/LE
HORIZONTAL SCALE- 1 "=20' �
b£RACAL SCALE- 1 "=5"
01 00 015O 17L00 1f5O 1175
SAN/TARYSEWER NOTES
385102
1. ALL WORK MA TER/ALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPEC/FICA 77ONS OF THE CITY OF RENTON PLANNINGIBUILDINGIPUBLIC WORKS DEPARTMENT AND THE LA TEST E01170N OF THE WSDOTIAPWA STANDARDS AND SPECIFICA 776WS, AS
APPROVED AND MODIFIED 8Y THE CITY OF RENTON /N THE RENTON STANDARD PLANS & SPECIFICA TONS. A SET OF APPROWD PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING COIUS7PUC 110N.
2. THE HOURS OF #VRK /N THE STREET RIGHT-OF-WAY SHALL BE PER a T Y SPECIFICA 770N OW NEEKDAYS UNLESS 0THERWSE APPROVED IN WRITING 8Y THE PLANNING/BUILD/NGIPUBLIC WORKS DEPARWEN T. AN APPROV59 TRAFFIC CONTROL PLAN MUST BE
OBTAINED PRIOR TO BEGINNING ANY NVRK WITHIN PUBLIC RIGHT -OF -WA Y.
J ALL L OCA TIONS OF EXISTING U77L177ES SHOWN ARE APPROX/MA TF AND I T SHALL BE THE CONTRACTOR S RESPONS181LI TY TO WRIFY THE TRUE AND CORRECT L OCA TION SO AS TO A VOID DAMAGE OR DISTURBANCE.
4. A PRE-CONSIRUC77ON CONFERENCE AND A 24 HOUR NOTICE SHALL BE REOU/RED PR/OR TO STARTING NEW CONSIRUC776W. IT SHALL BE THE CONTRACTORS RESPONS781LITY TO SECURE ALL NECESSARY PERM/TS PRIOR TO STARLING CONSTRUCTION.
(INSPEC77ON WILL BE ACCOMPL/SHED 8Y A REPRESENTA 77 VE OF THE CITY OF REN T6W) IT SHALL BE THE CONTRACTORS RESPOWS/B/LITY TO NOTIFY THE U77LITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL CCWSIRUC114W.
5. CONTRACTOR IS SOL EL Y RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES Or CCWSIRUC776W AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONS TRUC77OV S1 TF
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELA7FD PERM/TS PRIOR TO ANY CONSTRUCTION.
7. PLANS APPROVED BY THE CITY OF RENTON PUBLIC NVRKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. R = 382308
8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WENEWR CONSRRVCITOW IS IN PROGRESS.
9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUIL T ORANING OF THE SANITARY SE#FR SYSTEM NNICH HAS BEEN STAMPED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR.
10. BACKFILL SHALL BE PLACED EOUALL Y ON BOTH SIDES OF THE PIPE /N LA YERS KITH A LOOSE A VERA GE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOJROUGHL Y TAMP/NG EACH LA YER TO 95X OF MAXIMUM DENSITY. THESE COMPAC7FD LA YERS
MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF 111E PIPE OR TO THE SIDE OF THE TRENCH. MA TER/AL5 TO COMPLETE THE FILL OVER THE PIPE SHALL BE THE SAME AS DESCRIBED.
11 OPEN CUT ROAD CROSSINGS FOR U77LITY TRENCHES ON EX1S77NG IRA VELED ROA DWA Y SHALL BE BACKfRLLED Wl'TH CRUSHED ROCK AND MECHANICALL Y COMPACTO CUTS INTO EX/SP7NG ASPHAL T SHALL BE NEA IL INE CUT WTH A SAW /N A CONTINUOUS
LINE. A TEMPORARY COLD MIX PA TCH MUST BE PLACED IMMEDIA TEL Y AFTER BACKFILL AND COMPAC776N A PERMANENT HOT MIX PA TCH SHALL BE PLACED WIT IN 10 DA YS AND SHALL BE PER CURRENT CITY OF RENTON STANDARDS.
12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DA RUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMER/CAN DA IUM 1983/1991 METERS UNLESS ORHERNISE APPROV D BY THE CITY OF RENTON PUBLIC WORKS
DEPARTMENT. REFERENCE BENCHMARK AND ELEVA 7 7O ARE NOTED ON THE PLANS
13. ALL D157URBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SA775FAC776W OF THE DEPARTMENT FOR THE PREVEN770N OF OIV-SITE EROSION AFTER 115E 06UPLE77O1V OF CONSTRUC770N.
14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERL Y PREPARED FOUNDA X /N ACCORDANCE WITH THE STANDARDS AND SEC/FICA 776 WS OF THE CITY OF REN TOW PLANN/NGAU/LD/NG/PUBL1C WORKS DEPARTMENT AND 171E LA TES 0Il10N OF
THE NSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY 111E CITY OF RENTON /N THE RENTON STANDARDS AND SPECIFICA TIONS. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF 111E
FOUNDA 770N MA TER/AL, AS #ELL AS PLACEMENT AND COMPAC7IOW OF REQUIRED BEDDING MA TER/AL, TO UN/FORM GRADE SOT THA T THE EN77RE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFGRML Y DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE
PEA GRA VEL 6 INCHES A80VE AND BELOW 111E P/PE.
15. SANITARY SEWER PIPE SHALL BE POL YVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35 OR DUCTILE 1ROV CLASS 50, UNLESS OIHERINSE APPROVED BY THE WASTEWATER U77LITY SECTION.
16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12" ABOVE FIN/SHED GRADE OR MUST HA VE MINIMUM 2' D/AME7FR CONCRETE RING POURED AT GRADE. IN PA VED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO
MA TCH PA VING
17. L OCA 77ONS OF ROADWA YS, BUILDINGS AND PARK/NG AREAS SHOWN HEREON ARE APPROX/MA TF' FOR DIMENSIONED L OCA 77ONS OF THESE IMPROVEMENTS, REFER TO THE ARCHI TFCRIRAL SITE PLAN. IMPROVEMENT AND STRUCT URE L OCA 176WS SHALL BE
FIELD SET 8Y 111E ENG/NEER AS REQUIRED.
18. ALL MANHOLES SHALL BE PER THE CITY OF RENTON STANDARDS AND SPECIFICA TONS. ALL MANHOLES SHALL HA VE A MINIMUM 0.10 FOOT TO MAXIMUM 1.0 FOOT DROP BETWEEN INVERT IN AND INVERT OUT. ALL MANHOLE COVERS SHALL BE ADJUSTED
TO FINISH GRADE PR/OR TO FINAL PA VING OR LANDSCAPING.
19. ALL TRENCH BACKFILL SHALL BE COMPACTED TO A T LEAST 95X OF THE MAXIMUM DRY DENSI TY PER ASTM D-1557-70 (MODIFIED PROCTOR), FOR THE FIRST THREE FEET ABOVE THE PIPE. THE REMAINING BACKFILL MA Y BE TO 90.E /F NOT IN AN AREA
OF FUTURE PAVEMENT OR STRUCTURAL FILL. TRENCH BACKFILL AND COMPAC7701V SHALL BE COMPLETED PRIOR TO TES77NG LINES FOR LEAKAGE.
20. ALL SIDE SEWERS SHALL BE A MINIMUM 6" DIAMETER AND HAVE A MIN/MUM SLOPE OF 2. OX PROPERIY140T CORNERS AND/OR BUILDING LOCA 710NS AND FINISH GRADES SHALL 8E ESTABLISHED /N THE FIELD PR/OR TO ANY SENER CCWSTRUC770W. SIDE
SENER TEE STA 770NS ARE REFERENCED FROM THE NEAREST DOWNSTREAM MANHOLE. THE COW TRACTOR SHALL MAINTAIN ACCURA TE AS -BUIL T RECORDS OF ALL SIDE SENER L OCA TIONS. ALL SIDE SEWERS SHALL BE TESTED A T 7HE 77ME OF MAIN LINE
TESnNG.
21. WHERE A WA TER MAIN CROSSES A80VE THE SANITARY SEWER, AND LESS THAN 3'0" Of - VER77CAL CLEARANCE EXISTS BETWEEN THE TOP OF SEWER AND 80 TTOM OF WA TER MAIN, THE SEWER SHALL BE CONS TRUC7FD OR RECONSTRUCTED WITH DUCTILE
IRON PIPE (CLASS 50) FOR A MINIMUM HORIZONTAL DISTANCE OF 10' ON EACH SIDE OF THE WA TER MA IN CROSSING
22. SANITARY SEWER MAIN L/NES (8" DIAMETER AND LARGER) SHALL NOT BE CONSTRUCTED ANY CLOSER THAN 10 FEET
TO ANY BUILDING �FtIC Cq
•oF 'WAsy • .
OR 5 FEET TO ANY CARPORT. Q�t;•1� •
23. NEW COVNEC77ONS TO EXIS77NG FACIL 177ES SHALL BE SEALED OFF UNRLL UPSTREAM CONS IRUC770N IS FIN/SHED,
TES 70, CLEANED AND ACCEPTED. ALL CONS TRUC770W DEBRIS AND WA7ER SHALL BE REMOVED PR/OR TO OPENING '
•. ,p 33713 p .'
111E SEAL. ALL TESTING SHALL BE IN THE PRESENCE Of A C/TY OF RENTOW INSPECTOR. S T I aV.N* •�, ``
'�/ONAL'
24. PRIOR TO ACCEPTANCE OF CONSTRUCTION AND/OR ISSUANCE Ole OCCUPANCY PERMITS,
ENG/NEER/SURVEYOR-CERTIFIED AS -BUIL T DRAN9NGS MUST BE PREPARED Or ALL SAN/TARY SENER FACIL 177ES -Z4 I
Date:
Date:
SURVEYED- SCAM-
7.4711 NE 29th Place Suite 101 K#5 „ , vest.: w►w I M DAXE.
1 =20 "°'�°"r"" ""° '°°�''�°'
t4� CITY0 �KIDDIE
JUNE2015
Bellevue, Washington 98007 D:PJLRENTON ACADEMY :
425.885.7877 Fax 425.885.7963 MANN: P RENTON P
JL
CHEF: �e DATUM SEWER NOTES DETAILS &PROF/LE ��
DEC AT FULL F NOT E INC Planning/Budding/Public Works Dept. � � 0.4.,33
PLANNING • SURVEYING NO. REVISION BY DATE APPR I�ACCOWNGLY
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