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SA NITA R Y SEWER NOTES
1. ALL *VA' MA ER/AL S SHALL BE IN COWFORMANC£ Nl7H THE STANDARDS AND SPECIFICA AOWS GYM THE CITY CAS
R£NTON UALI TY DEPARI,I/ENT AND 7HE LA 17-ST EDI ADV OF INE #WOT /APWA STANDARDS AND - WEOf1CA 77OVS
2 7HE HOURS OF NOW IN THE STREET RIGHT-OF- WA Y SHALL BE ,LIMI TED TO 8.• JO AM TO J 30 PM GW N£EKDA YS
UNLESS O7HERNI.SE APPROVED IN NR/ANG BY THE DEPARTMENT Or PUBLIC #OWS AT 425 - 431 -7200 ALL
STREET CLOSURES, PARAAL OP FULL, SHALL BE APPROYFD BY 7HE DEPARTMENT OF PUBLIC MWS 24 HOURS IN
ADVANCE. THE POLICE 9fTARIMENT, RRE DEPARTMENT, AND 911 SHALL BE N077RED 24 HOURS IN ADVANCE
J. ALL C5N5IRUC770N SHALL BE IN ACCORDANCE' NTH "STANDARD - WECIRCATiOWS FOR MUNICIPAL PUBLIC NWIKS
COVS7RUC770N" PREPARED BY THE WASHINGMW STATE CHAPTER AMERICAN PUBLIC NtNKS ASSOIC/AP61V (APWA),
to TEST EDI ACW AND 7HE CITY OF RENTOW STANDARD SPEaRCA AONS
4 ALL L OCA BOWS OF EXISANG UAL /AES SHONN ARE APPRDX/MA 7E" AND I T SHALL BE AVE COW TRAM R S
RESPOYV- 545YLITY TO WRFY 7HE TRUE AND C01aWCT LOCH ACW SO AS TO A M DAMAGE- DP D/SAIRBANE
5 A PRE- CANSTRUCTIOW COWFERENCE AND A 24 HOUR NOTICE SWAGL BE REWIRED PROP 70 STARANG NfW
COWSTRVCITOV IT SHALL BF THE COV7RAC7DRS RESPOV.9&UTY TO SECURE ALL NECESSARY PERMITS PRIOR TO
STARTING C6W5IRUC776YV. (INSPECAOW NFLL BE ACCOMR -19YED BY A REPRESENTA77W OF THE CY1Y OF RENTOW)
IT SHALL BE THE COW7RAC721R'S RESPOWSHLITY TO NOAFY 7HE UNITY DEPARTMENT 24 HOURS IN A00INCT OF
BAC%RLUNG ALL CDVSTROCAOV.
8 COW T1 FACTOR /S Sa. EL Y RESPGWSrBLE FOR THE MEANS, METHODS AND 56 _011£NCES 6 F CGWSMIC770W AND FOR
THE SAFETY OF *Wlff PS AND OTHERS DV THE 06W57R1JCTIU+V 97F
7 IT SHALL BE THE RESPGWSYBILI TY Ol F' THE COW TRAC7OR 70 06TAIN 571 PEFT USE AND ANY OTHER RfZA ED PERMI RY
PRIOR TO ANY CDNSTRUCADN
8 PLANS APPROVED BY THE CITY OF RETVTDV PUBLIC MWS DEPAR7MENT SHALL TAKE PRECEDENCE OVER ALL
OTHER PLANS:
9 A cop 0F" THEE' APPROVED PLANS MUST BE GYV 7HE " .7 7E WIENEWR C6 WSIRUC770V IS IN PROWESS:
10 THE COWTR40M ,SHALL PROVIDE THE CITY OF RENTaV KITH AN AS -BUIL T DRAN/NG OF 7HE SANITARY SEVER
SYSTEM NHICH HAS BEEN STAMPED BY A LICENSED PROfMON& ENGINEER OR LICENZ9 PROTSSY'ONAL
SURwXw..
It mcl 1LL SHALL 8E PLACED moALL Y ON 8011/ SIDES' Ole 7HE PIPE IN LAYERS WTV A LOOSE AVERAGE" D1EP7H OF
6 INCHES MAXIMUM DI EPTH OF 8 /NOTES, 7HOPOUWL Y TAMPING EAGYI LA YER TO 95N' OF MAXIMUM MNgTY.
THESE COMPACTED LA )FRS MUST EXTEND FOR OWE PIPE DIAMETER OW EACH SIDLE OF THE PIPE GYP TO 7HE _79F
OF 7HE TRENCH. MATFR/ALS 70 CONPLE?F THE F/LL OVER THE PIPE SHALL E,' THE SAME AS DES'C]RIBED.
12 OPEN CUT ROAD C3RDSS/NGS FDR UAL/lY TRENCHES DW EXISANG TRA ifzo Raw& Y _WALL B£ BACy(f7LLED mm
CRUSWED ROCK AND MECHANICALL Y CDNPAC7fo. CUTS INT27 EN/SANG ASPHAL T SHALL BE NEATUNE CYIT 97H A
SAW /N A CONANUOUS LINE. A TFiMPORARY CACD MIX PATCH MUST BE PLACED /MMED/A7FL Y AFTER BACXrm
AND COI/PACAOYV. A PERMANENT HOT MIX PA MY SHALL BE PLACED W7H/N 10 DA YS" AND SHALL BE PER
CURRENT C/TY LF RENTON STANDARDS.
IJ DATUM -WALL BE' CITY OF RENTOW, NA VD 1988 (METERS) AND NAO 1983/1991 (METERS)
14 ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR D7TVE"RNSF STABIL /ZD TO NE SA OF 77;r 6W THE
DEPAR IMENT FOR THE PREWNTOW OF 6V -577FF ERO.SION AFTER TIME CC /PLE77ON Or< C6W57RUC77DYV.
15 ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPfRl Y PREPARED FOUNDA 7TON IN ACCORDANCE NI7H
SE0flOV 7- 02.3(1) OF N t- CURRENT STA TE 6 F WASH /NGMW STANDARD SPECIFICA 77C WS FDR ROAD AND BRIDGE
CDVST7PUCADV. 7H/S SHALL INCLUDE NECESSARY LEVELING Of" 7m- TRENCH BOTTOM OR THE TOP 6r 7HE
FOUNDA AAN MA TEA YAL AS NFZL AS PLA6FMENT AND CONPAC776W 6 F REWIRED BEDDING MA IER/AL 70 VN /FCIRM
GRADE SO 7HA T INE ENTIRE L.ENG7H OF PIPE #kL BE SUPPOR7Ff.1 OW A UN/FORML Y DENSE UNYIELDING BASE.
PIPE BEDDING SHALL BE PEA GRA V!Z 6" ABOVE AND BELOW THE PIPE.
16 SANITARY SEVER PIPE SHALL BE PGY YWNY1 CHLOR6D£ (PVC) RUBBER GASKEI,ED ASW D ,.3034, SDR 35, C900, OR
DUCALE /RGW CLASS 50 SANITARY SEVER FORCE MAIN TO BE CEMENT LINED DUCALf /ROW PIPE C0WFO4M/NG TO
LA 71ST REVL576W OF A#WA C110 8. 0111, THICKNESS CL. 52:
17 IN UNIMPROVED AREAS, MANHOLE TO EXTEND A MIN /MUM OF 6" AND A MAXIMUM OF 18" ABOVE FINISHED GRADE.
IN PA VFD AREAS, CODER MUST SLOWS IN ALL D/RECADVS TO MA TCH PA WNG.
18 ALL SANITARY SEWLfR IMPROWMEN75 SHALL BE CONSTRUCTED IN ACCORDANCE NITH THESE APPROVED PLANS.
ANY DEEKA AOW FROY THESE PLANS HILL REQUIRE APPROVAL FRONT THE ONlVER, ENGINEER AND APPROPR/A IF
PUBLIC AGENCIES.
19 L 0 C 77aVS 6F ROA0WA YS BUILDINGS AND PARKING AREAS SHOWN HER£GW ARE APPROXIMA 7F FOR DIMENS✓6WED
L 0 C 770VS OF 7HESE /MPROVFME N7S REFER TO THE ARCH /7EC771RAL S1 7E PLAN. IMPROVEMENT AND S1RUC7IRE
L0CAAONS SHALL BE f7EZD SET BY THE ENGINEER AS REQUIRED.
20 ALL MANHOLES -WALL BE PER THE CITY OF RENTON STANDARDS AND SPEC /FICA ROWS. ALL MANHOLES SHALL
HAVE A MINIMUM 0.10 FOOT TO MAXIMUM 1.0 FOOT DROP BETNFEN INVERT IN AND INVERT OUT ALL MANHOLE
COVERS SHALL BE A0WS1FD TO FINISH GRADE PRIOR TO FINAL PA WNG OR LANDSCAPING
21. ALL TRENCH BACKf7LL SHALL BE COMPACTED TO AT LEAST 95X Cf- THE MAXIMUM DRY DENSITY PER A57M
D- 1557 -70 (MODIFIED PROCTOR), FOR THE FIRST 7HREE FEET ABOVE THE P /PE. 7HE REMAINING BACKRLL MA Y
BE TO 9OX IF NOT IN AN AREA OF fZ17URE PA VEMENT OR 57RUC7VRAL RU. TRENCH BACKRLL AND C6WPACAOW
SHALL BE COMPLETED PR /AR TO 7ES77NG LINES FOR LEAKAGE.
22 ALL SIDE SEVERS SHALL B£ A MIN /MUM 6" DIAMETER AND HA VF A MIN /MUM SLOWS OF 2 OX PROPERTY1 OT
CORNERS AND /OR BUILDING L 0CA AANS AND FINISH GRADES . �IAL1 BE ESTABL /SHED IN THE fT£LD PR /0R TO ANY
SEVER C0NSIRUCAGYV. SIDE SEWER TEE STA AGWS ARE RE FER£NCED FR6W THE NEAREST D0 N VSTR£AM MANHLE:
THE COYV TRACTOR SHALL MAINTAIN ACCURA TE AS BUIL T RECORDS 6F ALL S/DE SEWER L OCA 77aVS. ALL SID£
.SEVERS SHALL BE TESTED A T THE 77ME O!F MAIN LINE TESANG. PIPE MA 7FRIAL SHALL BE C9Gb FOR DEPA/S 01�ER
15'
23 WHERE A WATER MAIN CROSSES ABOVE THE SANITARY SEVER, AND LESS THAN 30" OF VERACAL CLEARANCE
EXISTS 8ff#EfN 7HE TOP OF SEVER AND 807TOM OF WATER MAN, THE SEVER SHALL BE CONSTRUCTED OR
RECONSTRUCTED WI'& DUCALE /ROW PIPE (CLASS 50) FOR A MINIMUM HORIZONTAL DISTANCE OF 10' ON EACH
SIDE OF l7/E WA TER MAIN CROSSING.
24. SANITARY SFNER MAIN LINES (8" DIAM£7FR AND LARGER) SHALL NOT BE CO'VSIRUCT£D ANY CLOSER THAN 10
FEET TO ANY BUILDING CAR 5 FEET TO ANY CARPORT.
25 NEW CONNEC770VS TO EXISANG FACIL /AES SHALL B£ SEALED OFF" ON77L UPSTREAM COWSTRUCAGW /S FINISHED,
TESTED, CLEANED AND ACCEPTED. ALL CONS TRUCAON DEBRIS AND WATER SHALL BE REMOVED PRIOR TO OPENING
THE SEAL. ALL 7ES77NG SHALL BE /N THE PRESENCE OF A CITY OF R£NTOV INSPEC70R 26 PRIOR TO
ACCEPTANCE OF C6N5TRUC170N AND /OR ISSUANCE CX- OCCUPANCY PERMITS; f?VCWN£ER 15URWY04- C£RPRED
AS -BU /L T DRAWINGS MUST B£ PREPARED GF ALL SANITARY SEKR FACILIAES.
27 INSTALL FALL RESTRAINT SY51EM IN ALL SANITARY SEVER MANHOLES OVER 20 FEET DEEP. FALL RESIRA /NT
SYSTEM SHALL BE NURETRACT CLIMBING AND FALL PR07EC77DN SY57EM" AS MANUFACTURED BY "MILLER FALL
PROTEC770N'
60" ALLONAI&E MAX.
A5R CAST IROW P /PE
09 DUC77LE /ROW PIPE:
1.•.i.•5 MIX
CGWGWEIE -7
BLOgY /NG
T N j \_ 6" SIDE OUTLET ME
SEVER MAIN
COWCRE7F BLOCLIING ANGLE
F TEE AT MAIN OVER 25"
ou
VA ING
AN
c� zx MIN scams
za MAIN
T )PICAL .99E SE" ELEVA ADV
NOIE.•
UNLESS 07HEIPNI5E 9YOMN AN PLAN, .S/LE SEIIE7P S7fAlL HAW A A/ /N/A/UA/
4' COlff AT PRQ°fR7Y LINE Q4 J--S' LOMER IRAN 7HE LONE-ST HAUSE
E[EYAAGl1; NN/QYElf1P IS LON£R.
UNLESS 07HfRM1.W APPROfED BY 7HE pTY, MAKE TAP 7HRGY/Q'1 CAST
NOV SAAGi(£ .SECURED 11J SEME]P MAN M/IH STAINLESS SIEQ BANDS
MNEN CLNNECl/NG NEW SYDE' SfMERS R7 EX1S7iNG MAN.
N7R/i7ED L7AY, PL /N ANO REINFAPC£D L'GfVG7P£1E, D. /. P/P£ AND C. /.
P/PE .VME]P A/A/NS ARE 717 BE CQ4E G14/V.ED
SIDE Sf WER DETA /1.
ONE LENGTH OF DUC77LE 0
PIPE (CLASS 50) TO SOLID
BEARING WHEN SPAN
IS MORE THAN 4'. ••--F__"
NO SCALE
■ '.►`;
■
r"
10"
9"
8- J14
1 -114% 1/2,, r 2"
7„
314" SWAR£S VACE'D - 314"
AS IND /CA MD - HT. 118"
1/2"
1 ••
RAISE =1/2"
NlL7F BORDER
5/8"
2 7/8" 4„
R/lY
10' MIN
6" BUILDING SEVER PIPLF'
I
TEE' WTV 6" SIDLE OUTLET I LrEANAUT -SEE
DETAIL LEFT
2 "x 4" STUD SERNCE MARKER PAINT UPPER
PORAOW WV17E AND LABEZ 's£NFR" WTV
3" H10Y BLACK LETTERS #RAP A *RE
ARfX/N0 THE PIPE, E)'TFND /T T27 Rmw
09ADE AND ATTAC Y IT TO THE 2 "x4" STUD.
1210
FIBER JGNT-
PACyYING
45• (118) 6EN0
SIDASEWER DETA /1. 4
NILJ1:
IN UN /AIPROffD AREAS PLK/R 1' -0"
B" 7H/G7(1 =0" SGY/AR£ CQVQ4E7F, PIPE A/A7fR/AL AS SpE"C/f7E0
CLASS ,T0001 PAD AROUND RING AND BY H E pNR
15° COIfR. /N AS0!/ALT ROADW,IYS
RESTA4E AROUND 6YEANQU7 RING
CAST /RLW RING Al CDD£R AND COW AS REIX/ /R£D BY
STANDARD DflA/L ORANINC BS'36.
6 /NCH OR 8 /NCH CLEAN -OUT
I , &"-. _ .. - -
6" MIN.
6" MIN.
NOT TO SCALE
6" MIN.
+ 6" MIN.
11f
7. D.I.P. 7EE CL.50 I TYPICAL
TEE 2" MIN.
L FLEXIBLE
JOINT
BACKRLL WI TH
COMPACTED MA TERIAL
AS DIRECTED BY
ENGiINEER.
D1 P. C1.50 6" MIN.
W TH MIN. 4
SHACKLE RODS
/ MANHOLE �~
1 1/2 BLIND FLANGE AS DAM 1 _ F 6" MIN.
1 .
112 PLUG AS DAM
I
6" MIN.
I '
ICI I ,
:.
COWQQE7F
CLASS XW
4_3/4,.
7 II I PLUG TO BE SEALED
-��-r- IN SAME MANNER AS
- - --,I MA /NSENfR ,�YN1,5
ONE LENGTH OF DUC77LE IRON
PIPE (CLASS 50) TO SOLID
BEARING WHEN SPAN
IS MORE THAN 4'.
tZEXIBLE JOINT
BACKRLL WI TH
COMPACTED MA TERIAL
AS DIRECTED BY
ENGINEER.
� CEMENT CANCRE1f' CUSS C POURED IN PLACE
CEMENT CONCRf1E �
CUSS C BLOCK 90' BEND
POURED IN PLACE (TYTON U -651)
D.I.P. 90' BEND TYPICAL MANHACE
CL.50(MJ X P£) -. FOUNDA AAN -
CONSIRUC110N GON RFTc cNrAcrn
DUCDL£ IRON DROP CANN£CT/ON
DROP CONN£CIILW
SANITARYSEWER DROP DETAIL
NOT TO SCALE
ROLL 20.2 fR329
MORTAL
FILLET
C
MANHACE fRAME AND COWR
SFE DRANING bF29
ADWSTMENT (4 " MIN.)
LINE
RUBBER GASKEIFD "N73
IN ACCORDANCT MOTH AS7M C -443
STEPS - 3/4- DEFORMED BAR
STEPS 9YALL BE INa UDED
CONCRETE RYZR BY PIPE INC.,
OR APPROVED MIAL
MAX. PIPE -92F - 21"Z9.
L.4bMR- -S7D. ALUMINUM
OR GAL VANIAD STFFL
CGWOWT .SHELF
PRECAST BASE SECAOW
OR CAST IN STIE7F.
�I
NOTES.-
1.
STEPS TO BE 314" 4 DEFARMEV BAR GAL YAN12ED SAFETY
STEPS OR EQUAL
t
2
En
o
ARE INSTALLED.
J
CASTING TD BE PER DRANING SR29.
4
�_j�
COWCRETF.
5
ALL "NN SHALL BE 6 ROU70
6
Z
W
SURFACES INCLUDING CHANNELING, COA 70 (SEALED)
WTV A HIGH SOLIDS URETHANE COA LING,
WASER MC -COV -SEAL OR APPROVED EQUAL;
7
COLOR OF COA ANG SHALL BE #H17E:
RU88ERR GASKE45D vIOVNTS SHALL BE IN C0VF6RQAN6E
8.
WITH AShV C -443.
CHANNEL HEIGHT SHALL
� rri
X
BEAMINIMUM OF 314 7HE INSIDE
D/AMEIER OF 7HE LARGEST PIP£.
b
9.
CONN£CAOVS TO MANHOLE SHALL B£ MADE USING WK
w
Go
v,
ADAPTOR? KDR- -N -SEAL BOOTS OR APPROVED MIAL.
o
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SA N1 TA R Y MA NHOL E T YPICA L DE TA Irn
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NOT TO SCALE
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SA NITA R Y SEWER NOTES
1. ALL *VA' MA ER/AL S SHALL BE IN COWFORMANC£ Nl7H THE STANDARDS AND SPECIFICA AOWS GYM THE CITY CAS
R£NTON UALI TY DEPARI,I/ENT AND 7HE LA 17-ST EDI ADV OF INE #WOT /APWA STANDARDS AND - WEOf1CA 77OVS
2 7HE HOURS OF NOW IN THE STREET RIGHT-OF- WA Y SHALL BE ,LIMI TED TO 8.• JO AM TO J 30 PM GW N£EKDA YS
UNLESS O7HERNI.SE APPROVED IN NR/ANG BY THE DEPARTMENT Or PUBLIC #OWS AT 425 - 431 -7200 ALL
STREET CLOSURES, PARAAL OP FULL, SHALL BE APPROYFD BY 7HE DEPARTMENT OF PUBLIC MWS 24 HOURS IN
ADVANCE. THE POLICE 9fTARIMENT, RRE DEPARTMENT, AND 911 SHALL BE N077RED 24 HOURS IN ADVANCE
J. ALL C5N5IRUC770N SHALL BE IN ACCORDANCE' NTH "STANDARD - WECIRCATiOWS FOR MUNICIPAL PUBLIC NWIKS
COVS7RUC770N" PREPARED BY THE WASHINGMW STATE CHAPTER AMERICAN PUBLIC NtNKS ASSOIC/AP61V (APWA),
to TEST EDI ACW AND 7HE CITY OF RENTOW STANDARD SPEaRCA AONS
4 ALL L OCA BOWS OF EXISANG UAL /AES SHONN ARE APPRDX/MA 7E" AND I T SHALL BE AVE COW TRAM R S
RESPOYV- 545YLITY TO WRFY 7HE TRUE AND C01aWCT LOCH ACW SO AS TO A M DAMAGE- DP D/SAIRBANE
5 A PRE- CANSTRUCTIOW COWFERENCE AND A 24 HOUR NOTICE SWAGL BE REWIRED PROP 70 STARANG NfW
COWSTRVCITOV IT SHALL BF THE COV7RAC7DRS RESPOV.9&UTY TO SECURE ALL NECESSARY PERMITS PRIOR TO
STARTING C6W5IRUC776YV. (INSPECAOW NFLL BE ACCOMR -19YED BY A REPRESENTA77W OF THE CY1Y OF RENTOW)
IT SHALL BE THE COW7RAC721R'S RESPOWSHLITY TO NOAFY 7HE UNITY DEPARTMENT 24 HOURS IN A00INCT OF
BAC%RLUNG ALL CDVSTROCAOV.
8 COW T1 FACTOR /S Sa. EL Y RESPGWSrBLE FOR THE MEANS, METHODS AND 56 _011£NCES 6 F CGWSMIC770W AND FOR
THE SAFETY OF *Wlff PS AND OTHERS DV THE 06W57R1JCTIU+V 97F
7 IT SHALL BE THE RESPGWSYBILI TY Ol F' THE COW TRAC7OR 70 06TAIN 571 PEFT USE AND ANY OTHER RfZA ED PERMI RY
PRIOR TO ANY CDNSTRUCADN
8 PLANS APPROVED BY THE CITY OF RETVTDV PUBLIC MWS DEPAR7MENT SHALL TAKE PRECEDENCE OVER ALL
OTHER PLANS:
9 A cop 0F" THEE' APPROVED PLANS MUST BE GYV 7HE " .7 7E WIENEWR C6 WSIRUC770V IS IN PROWESS:
10 THE COWTR40M ,SHALL PROVIDE THE CITY OF RENTaV KITH AN AS -BUIL T DRAN/NG OF 7HE SANITARY SEVER
SYSTEM NHICH HAS BEEN STAMPED BY A LICENSED PROfMON& ENGINEER OR LICENZ9 PROTSSY'ONAL
SURwXw..
It mcl 1LL SHALL 8E PLACED moALL Y ON 8011/ SIDES' Ole 7HE PIPE IN LAYERS WTV A LOOSE AVERAGE" D1EP7H OF
6 INCHES MAXIMUM DI EPTH OF 8 /NOTES, 7HOPOUWL Y TAMPING EAGYI LA YER TO 95N' OF MAXIMUM MNgTY.
THESE COMPACTED LA )FRS MUST EXTEND FOR OWE PIPE DIAMETER OW EACH SIDLE OF THE PIPE GYP TO 7HE _79F
OF 7HE TRENCH. MATFR/ALS 70 CONPLE?F THE F/LL OVER THE PIPE SHALL E,' THE SAME AS DES'C]RIBED.
12 OPEN CUT ROAD C3RDSS/NGS FDR UAL/lY TRENCHES DW EXISANG TRA ifzo Raw& Y _WALL B£ BACy(f7LLED mm
CRUSWED ROCK AND MECHANICALL Y CDNPAC7fo. CUTS INT27 EN/SANG ASPHAL T SHALL BE NEATUNE CYIT 97H A
SAW /N A CONANUOUS LINE. A TFiMPORARY CACD MIX PATCH MUST BE PLACED /MMED/A7FL Y AFTER BACXrm
AND COI/PACAOYV. A PERMANENT HOT MIX PA MY SHALL BE PLACED W7H/N 10 DA YS" AND SHALL BE PER
CURRENT C/TY LF RENTON STANDARDS.
IJ DATUM -WALL BE' CITY OF RENTOW, NA VD 1988 (METERS) AND NAO 1983/1991 (METERS)
14 ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR D7TVE"RNSF STABIL /ZD TO NE SA OF 77;r 6W THE
DEPAR IMENT FOR THE PREWNTOW OF 6V -577FF ERO.SION AFTER TIME CC /PLE77ON Or< C6W57RUC77DYV.
15 ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPfRl Y PREPARED FOUNDA 7TON IN ACCORDANCE NI7H
SE0flOV 7- 02.3(1) OF N t- CURRENT STA TE 6 F WASH /NGMW STANDARD SPECIFICA 77C WS FDR ROAD AND BRIDGE
CDVST7PUCADV. 7H/S SHALL INCLUDE NECESSARY LEVELING Of" 7m- TRENCH BOTTOM OR THE TOP 6r 7HE
FOUNDA AAN MA TEA YAL AS NFZL AS PLA6FMENT AND CONPAC776W 6 F REWIRED BEDDING MA IER/AL 70 VN /FCIRM
GRADE SO 7HA T INE ENTIRE L.ENG7H OF PIPE #kL BE SUPPOR7Ff.1 OW A UN/FORML Y DENSE UNYIELDING BASE.
PIPE BEDDING SHALL BE PEA GRA V!Z 6" ABOVE AND BELOW THE PIPE.
16 SANITARY SEVER PIPE SHALL BE PGY YWNY1 CHLOR6D£ (PVC) RUBBER GASKEI,ED ASW D ,.3034, SDR 35, C900, OR
DUCALE /RGW CLASS 50 SANITARY SEVER FORCE MAIN TO BE CEMENT LINED DUCALf /ROW PIPE C0WFO4M/NG TO
LA 71ST REVL576W OF A#WA C110 8. 0111, THICKNESS CL. 52:
17 IN UNIMPROVED AREAS, MANHOLE TO EXTEND A MIN /MUM OF 6" AND A MAXIMUM OF 18" ABOVE FINISHED GRADE.
IN PA VFD AREAS, CODER MUST SLOWS IN ALL D/RECADVS TO MA TCH PA WNG.
18 ALL SANITARY SEWLfR IMPROWMEN75 SHALL BE CONSTRUCTED IN ACCORDANCE NITH THESE APPROVED PLANS.
ANY DEEKA AOW FROY THESE PLANS HILL REQUIRE APPROVAL FRONT THE ONlVER, ENGINEER AND APPROPR/A IF
PUBLIC AGENCIES.
19 L 0 C 77aVS 6F ROA0WA YS BUILDINGS AND PARKING AREAS SHOWN HER£GW ARE APPROXIMA 7F FOR DIMENS✓6WED
L 0 C 770VS OF 7HESE /MPROVFME N7S REFER TO THE ARCH /7EC771RAL S1 7E PLAN. IMPROVEMENT AND S1RUC7IRE
L0CAAONS SHALL BE f7EZD SET BY THE ENGINEER AS REQUIRED.
20 ALL MANHOLES -WALL BE PER THE CITY OF RENTON STANDARDS AND SPEC /FICA ROWS. ALL MANHOLES SHALL
HAVE A MINIMUM 0.10 FOOT TO MAXIMUM 1.0 FOOT DROP BETNFEN INVERT IN AND INVERT OUT ALL MANHOLE
COVERS SHALL BE A0WS1FD TO FINISH GRADE PRIOR TO FINAL PA WNG OR LANDSCAPING
21. ALL TRENCH BACKf7LL SHALL BE COMPACTED TO AT LEAST 95X Cf- THE MAXIMUM DRY DENSITY PER A57M
D- 1557 -70 (MODIFIED PROCTOR), FOR THE FIRST 7HREE FEET ABOVE THE P /PE. 7HE REMAINING BACKRLL MA Y
BE TO 9OX IF NOT IN AN AREA OF fZ17URE PA VEMENT OR 57RUC7VRAL RU. TRENCH BACKRLL AND C6WPACAOW
SHALL BE COMPLETED PR /AR TO 7ES77NG LINES FOR LEAKAGE.
22 ALL SIDE SEVERS SHALL B£ A MIN /MUM 6" DIAMETER AND HA VF A MIN /MUM SLOWS OF 2 OX PROPERTY1 OT
CORNERS AND /OR BUILDING L 0CA AANS AND FINISH GRADES . �IAL1 BE ESTABL /SHED IN THE fT£LD PR /0R TO ANY
SEVER C0NSIRUCAGYV. SIDE SEWER TEE STA AGWS ARE RE FER£NCED FR6W THE NEAREST D0 N VSTR£AM MANHLE:
THE COYV TRACTOR SHALL MAINTAIN ACCURA TE AS BUIL T RECORDS 6F ALL S/DE SEWER L OCA 77aVS. ALL SID£
.SEVERS SHALL BE TESTED A T THE 77ME O!F MAIN LINE TESANG. PIPE MA 7FRIAL SHALL BE C9Gb FOR DEPA/S 01�ER
15'
23 WHERE A WATER MAIN CROSSES ABOVE THE SANITARY SEVER, AND LESS THAN 30" OF VERACAL CLEARANCE
EXISTS 8ff#EfN 7HE TOP OF SEVER AND 807TOM OF WATER MAN, THE SEVER SHALL BE CONSTRUCTED OR
RECONSTRUCTED WI'& DUCALE /ROW PIPE (CLASS 50) FOR A MINIMUM HORIZONTAL DISTANCE OF 10' ON EACH
SIDE OF l7/E WA TER MAIN CROSSING.
24. SANITARY SFNER MAIN LINES (8" DIAM£7FR AND LARGER) SHALL NOT BE CO'VSIRUCT£D ANY CLOSER THAN 10
FEET TO ANY BUILDING CAR 5 FEET TO ANY CARPORT.
25 NEW CONNEC770VS TO EXISANG FACIL /AES SHALL B£ SEALED OFF" ON77L UPSTREAM COWSTRUCAGW /S FINISHED,
TESTED, CLEANED AND ACCEPTED. ALL CONS TRUCAON DEBRIS AND WATER SHALL BE REMOVED PRIOR TO OPENING
THE SEAL. ALL 7ES77NG SHALL BE /N THE PRESENCE OF A CITY OF R£NTOV INSPEC70R 26 PRIOR TO
ACCEPTANCE OF C6N5TRUC170N AND /OR ISSUANCE CX- OCCUPANCY PERMITS; f?VCWN£ER 15URWY04- C£RPRED
AS -BU /L T DRAWINGS MUST B£ PREPARED GF ALL SANITARY SEKR FACILIAES.
27 INSTALL FALL RESTRAINT SY51EM IN ALL SANITARY SEVER MANHOLES OVER 20 FEET DEEP. FALL RESIRA /NT
SYSTEM SHALL BE NURETRACT CLIMBING AND FALL PR07EC77DN SY57EM" AS MANUFACTURED BY "MILLER FALL
PROTEC770N'
60" ALLONAI&E MAX.
A5R CAST IROW P /PE
09 DUC77LE /ROW PIPE:
1.•.i.•5 MIX
CGWGWEIE -7
BLOgY /NG
T N j \_ 6" SIDE OUTLET ME
SEVER MAIN
COWCRE7F BLOCLIING ANGLE
F TEE AT MAIN OVER 25"
ou
VA ING
AN
c� zx MIN scams
za MAIN
T )PICAL .99E SE" ELEVA ADV
NOIE.•
UNLESS 07HEIPNI5E 9YOMN AN PLAN, .S/LE SEIIE7P S7fAlL HAW A A/ /N/A/UA/
4' COlff AT PRQ°fR7Y LINE Q4 J--S' LOMER IRAN 7HE LONE-ST HAUSE
E[EYAAGl1; NN/QYElf1P IS LON£R.
UNLESS 07HfRM1.W APPROfED BY 7HE pTY, MAKE TAP 7HRGY/Q'1 CAST
NOV SAAGi(£ .SECURED 11J SEME]P MAN M/IH STAINLESS SIEQ BANDS
MNEN CLNNECl/NG NEW SYDE' SfMERS R7 EX1S7iNG MAN.
N7R/i7ED L7AY, PL /N ANO REINFAPC£D L'GfVG7P£1E, D. /. P/P£ AND C. /.
P/PE .VME]P A/A/NS ARE 717 BE CQ4E G14/V.ED
SIDE Sf WER DETA /1.
ONE LENGTH OF DUC77LE 0
PIPE (CLASS 50) TO SOLID
BEARING WHEN SPAN
IS MORE THAN 4'. ••--F__"
NO SCALE
■ '.►`;
■
r"
10"
9"
8- J14
1 -114% 1/2,, r 2"
7„
314" SWAR£S VACE'D - 314"
AS IND /CA MD - HT. 118"
1/2"
1 ••
RAISE =1/2"
NlL7F BORDER
5/8"
2 7/8" 4„
R/lY
10' MIN
6" BUILDING SEVER PIPLF'
I
TEE' WTV 6" SIDLE OUTLET I LrEANAUT -SEE
DETAIL LEFT
2 "x 4" STUD SERNCE MARKER PAINT UPPER
PORAOW WV17E AND LABEZ 's£NFR" WTV
3" H10Y BLACK LETTERS #RAP A *RE
ARfX/N0 THE PIPE, E)'TFND /T T27 Rmw
09ADE AND ATTAC Y IT TO THE 2 "x4" STUD.
1210
FIBER JGNT-
PACyYING
45• (118) 6EN0
SIDASEWER DETA /1. 4
NILJ1:
IN UN /AIPROffD AREAS PLK/R 1' -0"
B" 7H/G7(1 =0" SGY/AR£ CQVQ4E7F, PIPE A/A7fR/AL AS SpE"C/f7E0
CLASS ,T0001 PAD AROUND RING AND BY H E pNR
15° COIfR. /N AS0!/ALT ROADW,IYS
RESTA4E AROUND 6YEANQU7 RING
CAST /RLW RING Al CDD£R AND COW AS REIX/ /R£D BY
STANDARD DflA/L ORANINC BS'36.
6 /NCH OR 8 /NCH CLEAN -OUT
I , &"-. _ .. - -
6" MIN.
6" MIN.
NOT TO SCALE
6" MIN.
+ 6" MIN.
11f
7. D.I.P. 7EE CL.50 I TYPICAL
TEE 2" MIN.
L FLEXIBLE
JOINT
BACKRLL WI TH
COMPACTED MA TERIAL
AS DIRECTED BY
ENGiINEER.
D1 P. C1.50 6" MIN.
W TH MIN. 4
SHACKLE RODS
/ MANHOLE �~
1 1/2 BLIND FLANGE AS DAM 1 _ F 6" MIN.
1 .
112 PLUG AS DAM
I
6" MIN.
I '
ICI I ,
:.
COWQQE7F
CLASS XW
4_3/4,.
7 II I PLUG TO BE SEALED
-��-r- IN SAME MANNER AS
- - --,I MA /NSENfR ,�YN1,5
ONE LENGTH OF DUC77LE IRON
PIPE (CLASS 50) TO SOLID
BEARING WHEN SPAN
IS MORE THAN 4'.
tZEXIBLE JOINT
BACKRLL WI TH
COMPACTED MA TERIAL
AS DIRECTED BY
ENGINEER.
� CEMENT CANCRE1f' CUSS C POURED IN PLACE
CEMENT CONCRf1E �
CUSS C BLOCK 90' BEND
POURED IN PLACE (TYTON U -651)
D.I.P. 90' BEND TYPICAL MANHACE
CL.50(MJ X P£) -. FOUNDA AAN -
CONSIRUC110N GON RFTc cNrAcrn
DUCDL£ IRON DROP CANN£CT/ON
DROP CONN£CIILW
SANITARYSEWER DROP DETAIL
NOT TO SCALE
ROLL 20.2 fR329
MORTAL
FILLET
C
MANHACE fRAME AND COWR
SFE DRANING bF29
ADWSTMENT (4 " MIN.)
LINE
RUBBER GASKEIFD "N73
IN ACCORDANCT MOTH AS7M C -443
STEPS - 3/4- DEFORMED BAR
STEPS 9YALL BE INa UDED
CONCRETE RYZR BY PIPE INC.,
OR APPROVED MIAL
MAX. PIPE -92F - 21"Z9.
L.4bMR- -S7D. ALUMINUM
OR GAL VANIAD STFFL
CGWOWT .SHELF
PRECAST BASE SECAOW
OR CAST IN STIE7F.
�I
NOTES.-
1.
STEPS TO BE 314" 4 DEFARMEV BAR GAL YAN12ED SAFETY
STEPS OR EQUAL
2
SMPS ARE 70 BE IN PLACE BEF"DRE MANHOLE ZCAGWS
ARE INSTALLED.
J
CASTING TD BE PER DRANING SR29.
4
MANHOLE S£CAOWS Its BE OF RE7NFOPCEO PRECAST
COWCRETF.
5
ALL "NN SHALL BE 6 ROU70
6
SANITARY SEVER MANHGYfS SHALL HA YE ALL INTERIOR
SURFACES INCLUDING CHANNELING, COA 70 (SEALED)
WTV A HIGH SOLIDS URETHANE COA LING,
WASER MC -COV -SEAL OR APPROVED EQUAL;
7
COLOR OF COA ANG SHALL BE #H17E:
RU88ERR GASKE45D vIOVNTS SHALL BE IN C0VF6RQAN6E
8.
WITH AShV C -443.
CHANNEL HEIGHT SHALL
� rri
X
BEAMINIMUM OF 314 7HE INSIDE
D/AMEIER OF 7HE LARGEST PIP£.
b
9.
CONN£CAOVS TO MANHOLE SHALL B£ MADE USING WK
w
Go
v,
ADAPTOR? KDR- -N -SEAL BOOTS OR APPROVED MIAL.
o
`�
a
w
SA N1 TA R Y MA NHOL E T YPICA L DE TA Irn
NOT TO SCALE
O
MN
os
RECOMMENDED
FOR APPROVAL
BY ne ir.
ass
011Q4106 BY DAM-
14711 NE 29th Pime Suite 101
COItE Bellevue, Woshington 98007
425.885.7877 Fax 425.885.7963
I;ammwp-
DESIGN
ENGINEERING PLANNING SURVEYING
SAN /TARYSEWER DETA AS
SCAIMNEO W f 1 ZOIf ca as ?2(opco0s 04026C5 J1
i