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MANHOLE FRAME AND COM
SEE sm. PLAN Van
MONU 1MENT RINGS (2" MIN.)
SEE NOTE 6
MORTAR SNNT(s) (3/B• MIN.)
SEE NOTE 5
CONE (ECCENTRIC)
RUBBER G
A
SKET
E
D
JBNTS IN
ACCORDANCE MYTH AM C-443
STEPS - PCLWROPILENE STEPS
SHALL BE INCLUDED
CONCRETE RISER BY PIPE INC.,
OR APPROVED EQUAL
EADDER-POLWROPvtENE
SHALL BE ATTACHED TO MANHOLE
MAX PIPE SIZE -'E'
CONCRETE SHELF
L PR CAST BAY SECTION
OR CART BASE
I NOT TO SCALE • +
'A' 'B' 'C D'
48" MH 4e 6 IN. S MIN 24" MIN. 21 I.D.
54 MH 54" B" MIN. 55` MIN. 24 MIN. 24• I.D.
60" MH so- 1 B• MIN. 1 6• MIN. AT MIN. 30 I.D.
NOTES
1. STFPs TO BE POLYPROPYLENE SAFETY STEPS
2. STEPS ARE TO RE IN PPACE KFORE MANHOLE NEURONS ARE INSTALLEO.
1 CASTING SHAll BE PER M. PLAN 401.
4. MANHaIE HCBMS M BE OF REINFORCED PRECAST CONCRETE.
5. AIL JONTS SETw£EN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL RE GROUTED.
s. ADJUSTMENT OF THE CAsnxG TO GRADE sHAU. BE ACCOMPUSHED WI A COMENNADOI OF
A➢JIISTMENT RINGS BRIMS AND MORTAR OWLB BRIMS SHALL BE STAGGERED TO CREATE A RUNNING
BOND oR 1/2 BOB.
D. ME OWNS
7. SANITARY SEWER MANHOLES MALJ HAVE ALL IM MOR SURFACES, INCWDING CHANNELING,
WATD (SEALED) AM A HIGH SCUDS URETHANE COATING WASTER MG-MOSHIEID Ge
APPROWTD EOIAC, COUCR OF COATNG SHALL BE WHIM:.
B. RUBBER GASKETED J NTS SHALL BE IN CONFORMANCE WITH AM C-443,
B. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 O ME INSIDE OIAMEIER W THE LARGEST PIPE
10. CONiECTONS M MAM01£ SHALL BE MADE USNG GPK ADAPTOR. KOR-14I ROUTS OR
APPROVED EQUAL
11. IN UNIMPROVED AREAS. MANHOUES SHALL EKTND A MINIMUM CE BE AND A MAGNUM OF Ir
ABOW RNISIED GRADE BE MUST HAWA MINIMUM 2' DWAETER CONCRETE RINGS POURED AT GRADE.
IN PAM AREAS, COVER NOV SL➢P£ IN ALL ORECHONs M MATCH PAVING.
PUBLIC WOR104
N � N DEPARTYRNf STANDARD SANITARY MANHOLE
8
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A MUMM D DAY MEN - PNT M A NEVI PVC •LEE• UGI YGRGwa BUMF REMNE MOUPINa9 (rpWM CR AWRaWID EQUAL).
B. CMPEIE MAN - OR H A ITN PVC YEC VSNC FEMMwi BACK BOGER 4pgNos (PEPNW QU MPPOw, EQUAL).
c VR a cas rya NaH - OUT IN NEw TEE URIC MY. DNILHaE aR LOPE-NULFp AM A RO N. sVAIE
(M AMMMYS MAU,
n. EDCTEE Maw MAN - WRE-aRLLID wou A ROMAa swou, (aR APPRa. EaMU
E MANHOLE 001601104 - ALL RMET:TDIB TO MANMOUS +wL BE AT MW WAEMFa AT'IX%-W18 OR ME sTRaCNRE
sxe3L BE caM-MMua.
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NOTE AwWo COMA IIa1MM1 TKOwMSE HGN OIPE ETEVAIKKI WUO. a L A .. .1.. AT WoRa Y MN Be SS'
STANDARD SIDE SEWER Bss.MLAN-e°u
���PUBLIC WORI(S INSTALLATION
DEPARTMENT (SEWER MAIN TO PROPERTY ONE)
Cal 2 Working Days Before You Dip
uBffm Undergr8und 11LoeatIon Center
m,Mr,PD,OR,WN
Not to SWIM
FRAME
DIAMETER
1
T \
e CLASS e'
ASPHALT
11r-12 1/2•
-(T 1'
1 �'-'/e`
2-1/4' BOLT DETAIL
4W (1/8) BEND 1
14"
10
11•
1z-1/s• AAA
CAST IRON RING AND COVER 4p`� WINE MATm1A AS SPECIFIED
d' BY ME ENGINEER
(1/8) BEND
RENTO
SEWER
SE 114 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M.
CEDARS AT THE HIGHLANDS
ILTHBLES - 3 PCBs
FIFTY SPACE➢ G.-
Aar DIG 23 1/16' INDPI,
A B.C. (SEE ➢ETARL)
COVER BOTTOM VIEW
COVER & FRAME
PLAN VIEW
25' 114
1635mn1� {' '(Sl ➢LT SDC (AI LEAP ISER
a 4. ��25mn] E/R1[ X 5 SS
[19 m] RUHH_R WASTER
8 3/4' 2 1/2'
1222nn] S64nn]
TYP _..
COVER SECTION VIEW
EON BOLTING DETAIL
z6 Lz' UP
[613me]
25 1/4' DIA
[69tnn] 1 ]/IG
r11/15'
[2]mm] 6nn ..
12
1/a• (s""1 vTA
]nm]
NEOPRENE GASKET
vN.
Z 1
11`Pnn
y ]
I.
23 3/B' OIA CL OPEN KET
rs,nT i � cssa""] � GASKET GROOVE DETAIL
Y/ 5/T6' NP
L694nn]
34 S. ➢1A
[OG]nn] NOTES,
FRAME SECTION VIEW I. All COVERS SHALL BE LOOMING LID PER 'AST
JORDAN IRON WORKS INC. No, 3717CI OR FFQUAL.
2. USE FRAME AND COVER FOR STORM (SPECIFY
"DRAIN" ON COVER). SANITARY (SPECIFY
"SEWER'). OR WATER (SPECIFY WATER").
STD PIAN - 401
+lBA + PUBLIC WORKS MANHOLE FRAME AND COVER
---------------
SDEPARTMENT DECEMAER 2009
RECESSED
MET POCKET
ale (ETIEWNO 'SEWER`
1. IF AND 9` CUEAN-OUT PEWS AND WWWS ON SEWER MANOR SWILL BE EAST JORDAN IRO! NVRKS. INC.
Nu. 308 (AMOUNT No. E03688D3) OR APPROVED EQUAL CLEA! OUT SONS. BE A WATER TAINT AS4'MBLY.
2 IN UNI OWED MRS. POUR A V-D• MICR, YW' S(#MRE
CONCRETEC, CLASS 3000. PAD AROUND THE RING AND OVER,
PUBUc WORKS I 8" OR 6" CLEANOUT
DEPARTMENT FOR SANITARY SEWER MAIN
1 CITY COMMENTS
D D.R. STRONG 2 DCITYRAFT
COMMENTS
CONSULTING ENGINEERS a T2rAFr As-TwILTs
ENGINEERS PLANNERS SURVEYORS
620- 7th AVENUEIORIDAND, WA 98033
04W&27.3W3 F425827.2423
Z� No.
}- W (SEE NOTE 7) LIMITS OF PIPE ZONE
i j0..
BEDDING MATERIAL FOR
SANITARY SEWER PIPE (SEE NOTE 5) O.D. OF PIPE'
FOUNDATION LEVEL
6"
BEDDING FOR SANITARY. SEWER PIPE
MOTES;
1. PROVIDE UNIFORM SUPPORT UNDER ERRI
2. HAND TAMP UNDER HAUNCHIES.
3. COMPACT BEDDING MATERIAL TO BS% WADI. DENSITY EXCEPT DIRECTLY
OVER PIPE. HAND TAMP ONLY.
4. PIPE INSTAIIATON SHALL BE PER SECTION 7-08 OF THE
STANDARD SPECIFICATONS
S PIPE ZONE MATERIAL SHALL BE PER SECTON G-03.12(3T
OF THE STANDARD SPEGDCATOIS OR PEA GRAVEL.
B. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLDIN
❑NE IS MAINTAINED.
7. TRENCH! WIDTH SHALL BE PER SECTION 2-09.4 OF NE
STANDARD SPECHFlCATONS
BID. P{gN.40.R
Pueuc wpnNs PIPE BEDDING
DEPARTMENT FOR SANITARY SEWERS o
Grout Dd)Bsting rings inside, Outside
Manhole Frame and Cover
and between. Graft under casting.
per the Standard Detail.
Locate as shown on plan.
a H .E E
Minimum requirement
E E
for adpatment shall be
E`
Ka ON
am
(2) - 4' rings.
Eccentric cone.
V section below cone
Is requlred.
Copolymer Polypropylene i.}'
Plastic Steps At Ladder. ;Z
per the Standard Detail.
Locate os shown
Dn plan view NIaw Confined 0-ring rubber
gasket Joints and butyl
sealant strips (typ.)
Cut Out us, of
See Raw I ,7/PN/ spe Note 2
Poured in place Class 4000 : �-"�. v. , `)p`y " +TbA
cement conttata base. "" t `'R tE t'=M1'
rLA(N
dding pper
ELEVATION\ the Specificstions.
�Faundation gravel per the
Specifications, if required.
1. MBarker posts may be required in
easements.
2. Provide Support to existing pipe while
ease/Channel is poured to prevent sag.
Support shall be inspected prior to
pouring Base/Channel
YLP 06AI 1.20E YLP I eslcrvsoYLP
REVISION ) BY ) DATE ) APPR
1.
ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATI0NS OF THE CITY OF RENTON PLANN/NGIBUILD/NG/PUBLIC WORKS DEPARTMENT AND THE
LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFCARONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON /N THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF
APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION.
2
THE HOURS OF WORK /N THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANN/NGAUILD/NG/PUBLIC WORKS
r
DEPARTMENT. AN APPROVED 7RAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK K1774IN PUBLIC RIGHT OF WAY.
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J.
ALL LOCATIONS OF EX/STING UTIURES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR
DISTURBANCE.
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4.
A PRE-CONSTRUC7701V CONFERENCE AND A 24 HOUR N077CE SHALL BE REQUIRED PRIOR TO STAR77NG NEW CONSTRUCRON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL
NECESSARY PERMITS PRIOR TO STAR77NG CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTA77VE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTORS RESPONSIBILITY
TO N077FY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION.
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5.
CON7RACTOR IS SOLELY RESPONSIBLE FOR 774E MEANS, ME774ODS AND SEQUENCES OF CONSTRUCTION AND FOR 774E SAFETY OF WORKERS AND 0774ERS ON THE C0NS7RUC770N SITE
6.
IT SHALL BE THE RESPONSIBILITY OF 774E CONTRACTOR TO OBTAIN STREET USE AND ANY 07HER RELATED PERMITS PRIOR TO ANY CONS7RUCRON.
7.
PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS.
B.
A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SI7E WHENEVER CONSTRUC770N IS IN PROGRESS.
9.
THE CON7RACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL
ENGINEER OR LICENSED PROFESSIONAL SURVEYOR.
10.
BACKFILL SHALL BE PLACED EQUALLY ON B07H SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES MAXIMUM DEPTH OF 8 INCHES THOROUGHLY TAMPING EACH LAYER TO
95 PERCENT OF MAX/MUM 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 PIPE SHALL BE THE SAME AS DESCRIBED.
It-
OPEN CUT ROAD CROSSINGS FOR U77LITY TRENCHES ON EXIS77NG TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED
00
BY THE CITY OF RENTON.
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12.
DATUM FOR VER77CAL CONTROL SHALL BE NORTH AMERICAN WR77CAL DATUM 1988 METERS AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983 1991 METERS UNLESS
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OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS
�
1J.
ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWSE STABILIZED TO THE SA775FACT70N OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE
I
COMPLE77ON OF CONSTRUCTION.
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14.
ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDAT70N /N ACCORDANCE WITH THE STANDARDS AND SPECIFICARONS OF THE CITY OF RENTON
I
Q
PLANN/NG/BUILDINGIPUBLIC WORKS DEPARTMENT AND THE LATEST EDI7ION OF THE WSOOTIAPWA STANDARDS AND SPECIFICATIONS AS APPROVED AND MODIFIED BY THE CITY OF RENTON /N THE
RENTON STANDARD PLANS & SPECIFICATIONS. 774IS SHALL INCLUDE NECESSARY LEVELING OF 774E TRENCH BOTTOM OR 774E TOP OF THE FOUNDA77ON MATERIAL, AS WELL AS PLACEMENT AND
J
COMPAC77ON OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE EN77RE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE;UNYIELDING BASE. PIPE BEDDING
SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE.
15.
SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED A5TM D 3034, SDR J5, OR DUC77LE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY.
16.
IN UNIMPROVED AREAS MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' D/AME7ER CONCRETE RING POURED AT GRADE. IN
PAVED AREA, COVER MUST SLOPE /N ALL DIREC77ONS TO MATCH PAVING.
I CHECKS nP I
TEE OF APPROPRIATE SIZE
SEE NOTE 6
"REUNER" BRAND STAINLESS
STEEL ADJUSTABLE CLAMPING
BRACKETS OR APPROVED EQUAL
90" BEND
3/4 THE DIAMETER OF -,;:F rF
-'•'" THE DOWNSTREAM PIPE
♦. , N Y n ,
NOTES
1, SANTARY SEWYY MAFM m DROPS ARE ONLY TO BE I13E0 WON
AP%NIAL BY THE MIVOIEN TR BRJ" fc71011.
2. AL PPES AND PT SHALL BE INCUR SOME AND MATERIAL
AS NrCCENG MANLFk.
!. MINIMUM SI MA HO E FOB MBDE dIW COWIEC=u SHALL BE
SO- DIAMETER.
4. OONMECT S M MANOR SNHL BE MADE U9MD GR( ADMI
NOR-R-SEAL BOOTS DR APPR01ED EQUAL.
S MTNR A BO' DIAMETER MAYMOE. ME MAMMYNM A CANABEE DIAMETER
OF Mt MMICE DROP PIPING 6 IY. MSM DROPS MCEFDRG 12' H
DIAMETER OR MILIM OE DROPS SIMA4 K RENEWED BY LTA WASTtMADOR
UTUIY AND MAY REDARE A LARGER DIAMETER MANhQf,
I, ' YU BRAND STANESS STEEL ADATSTABLE CLAEIPMG BMO(CTS
OR APPROMADD EOUM SHALL BE INSIAUFD MTHH B" O
BON BF31. AND 9MAT ENDS or EACH DROP PPE. IF DROP RK IENGN gCFI05 B ri£T TICK CENTER STRAPS
SMAND BE INSTALLED MN A MAMMON SPACING R 4 FEET
041 COMEDY. BRACKETS W4 BE ATTACHED UNRDYI STAINLESS
STEEL EOPANSIDN BO m WIVE 2 EACH AT DONNECTaN KINT5,
PUBLIC WORKS INSIDE DROP CONNECTION
DEPARTMENT FOR SANITARY MANHOLE
NCH
AT NI LL EGALE
IF HOT ONE INCH
SCALE ACCORDINGLY
VERTICAL NAw 1Ree
HORIUONTPL. HAD 1se3/Is,,
AML CITY OF
RENTON
Planning/Building/Public Works Dept.
AS -BUILT
NO AS -BUILT NNFDRMA7701V ON TINS SHEET
7 CER7IFY THAT THE NNFCRMA7701V 5HONN HEREON NNNCH WAS
AS -BUILT BY D.R. SMOMa AND MAY INCLUDE L004710IVSI M"511770N.%
DEPTHS PIPE 92ES AND AS -BUILT COMMENTS ACCURATELY REFLECTS
EWSTING FIELD CONON77ONS AS DETERMINED BY ME OR UNDER MY
DIRECT SUPERWSION ON THIS DA 7E• 04IY512020 -
S- 405404
z
IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q
J
2
2
W
2
RATE:
CEDARS AT THE HIGHLANDS 01.29.19
SANITARY SEWER DETAILS nELDBDOK oC
PAGE
ERAwwc No
14120 160TH AVENUE SE C26 0
RENTON, WASHINGTON 98059 26 OF:� U
DRS PROJECT NO. 16041