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SA NITA R Y SEWER NOTES
1. ALL lN7RK AlA AERIAL S SHALL &r AV LtiWfL14A/ANC£ MI/H W STANDARDS AND VF67Y7l.A710V.S 6F ME
CYTY a RENT6W UTILITY DrEPAR7MENT AND THE LATEST EaY1XYV OF THE MSDOT/APWA STANDARDS AND
SOMI ICA AGWS.
2 THE HOURS aF RWK IN THE STREET R/GHI -Or- WA Y SMALL BF LIM I TED 70 8- JO AM TO J JO PM AN
NFEKDAYS UNLESS OTHERWISE APPROVED IN ORITING BY 7HE 9fPAR7kFVT GIB' PUBLIC # RKS AT
425 -4JO -7200 ALL STREET aomRES PARTIAL GYP fULL, SHALL BE APPROVED BY THE DEPARTMENT
OF PURL IC N37RKS 24 HOURS IN ADVANCE. THE PAC /GE DEPAR 1 A/ENT, fRRE DEPAR7MENT, AND 911 SIML L
BE N077RED 24 HOURS IN ADVANCE.
J ALL COWSTRUCAON SHALL BE IN ACCORDANCE INTH "STANDARD 9 YCIRCA AG WS FOR MUNIaPAI PURL /C
#VRKS COWSTRUCIIOW" PREPARED BY THE WASHINGTON STATE CHAPTER AMERICAN PUBLIC 0WKS
ASSOC/A 77ON (APWA), LA TEST F91 MV AND THE aTY OF RENTON STANDARD SPECIFICA 770W5
4 ALL L OCA ROWS OF EX/SANG UTILITIES SHOW ARE APPROXIMA T AND I T SY/AL L BE THE COW TRACTOR S
RESPOWS /B /LITY TO WRIFY THE TRUE AND CORRECT LOCA 776W SO AS TO A M DAMAGE OR
DISTURBANCE.
5. A PRE- CONSTRUC776W CONFERENCE AND A 24 HOUR NOTICE SHALL BE REYXIIRED PRIOR TO 57AR77NG
NEW CONSTRUCTION. IT SHALL BE THE CLWTRACMRS' RESPANSIB/L/TY TO SECURE ALL NECESSARY
PERMITS PRIOR TO STAR77NG CAVSTRUCAON. (INSPECAOV WLL B£ ACCUWPL /SHED BY A
REPRESENTA 17W OF THE CITY OF RENTUM) /T SHALL BE THE CONTRACTOR 5 RESPONSIBILITY 70 NOAFY
TIIE- UALITY DEPARTii /ENT 24 HOURS IN ADVANCE OF BACKF/LL/NG ALL CaVSTRUCAAN.
6 CONTRACTOR /S 50LEL Y RESPONSIBLE FOQ THE MEANS, METHODS AND SEQUENCES OF CONSIRUCAOW
AND FOR THE SAFETY OF WWKERS AND OTHERS GYV THE COWSIRUCAOV SITE
7 IT SHALL BE THE RESPONS /B /L /TY OF THE CaV TRACTZ7R 70 619TAIN STREET USE AND ANY OTHER RELA TD
PERMITS PRIOR TO ANY CANS77PUCl76W
8 PLANS APPROWD BY THE CITY OF RENTON PUBLIC N47RKS 9EPAR7M[-NT SHALL TAKE PRECEDENCE OkfR
ALL OTHER PLANS.
9 A COPY OF THESE APPR01E"D PLANS MUST BE OV THE" 517E #HENEkfR CONSTRUCAON /S /N
PROGRESS.
10 THE CONTRACTOR SHALL PRONDE IH£ CITY OF RENTOV iWTH AN AS -BOIL T DRAWING OF THE SANITARY
SENF-R SYSTEM NH /CH HAS BEEN STAMPED BY A LICENSED PRAFESS✓ONAI ENGINEER OR LICENSED
PROFESS IONAL SURVFYOIR.
11. BACKFILL SHALL BE PLACED EMAIL Y OW BOTH SDES AF THE PIPE IN LAYERS KITH A LDOSE AW -RAGE
DEPTH OF 6 INCHES, MAXIMUM DEP1H OF 8 INCHES IHOROUGHL Y TAMPING EACH LA YER TO 95X OF
MAXIMUM DENS /TY. THESE COMPACTT"D LA YT`RS MUST EXIFND FOR AVE PIPE DIAMETER ON EACH 510E OF
THE PIPE OR TO THE S /DE OF THE TRENCH. MA TFR /A15 TO CAWPLEIF THE FILL 0IfR THE PIPE SHALL
BE INE SAME AS DESCRIBED.
12 OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES AV EX/SANG IRA vFLED ROADWA Y SHALL BE
BACKF/LLED WITH CRUSHED ROCK AND MZrOYANICALL r COMPACTED. CUTS INTO EXISTING ASPHAL T SHALL
BE NEA TZINE CUT WAIL A SAW IN A COW ANUAUS LINE. A TEMPORARY C01 MIX PA TCH MUST BE
PLACED IMMEDIA TEL Y AFTER BACKF /LL AND CClVPAC770V. A PERMANENT HOT MIX PA TCH SHALL BE
PLACED WTHIN 10 DAYS AND 9YALL BE PER CURRENT CITY OF RENMN STANDARDS.
IJ DA TUM SHALL BE CITY AF RENTON, NAM 1988 (METERS) AND NAD 198.1/1991 (METERS)
14. ALL D /STURBED AREAS SHALL BE SEEDED ANO MUL CHED 6R 0 ThS9NSE 5TA81L0D TO THE SAWACTTAV
OF THE DEPARTMENT FAR THE PREVFNAGW OF OW -SITE EROSION AF1FR THE C6WPLE7IAN OF
CON577PUC17ON.
15. Al L PIPE AND APPUR IFNANCES SHALL BE LAID AV A PRA°ETPL Y PREPARED FOUNDA 77ON IN ACCORDANCE
W T Y SECPON 7- 02 .x(1) OF THE CURRENT STA TE OF WASHINGTON STANDARD SPECIFICA 170W5 FAR ROAD
AND BRIDGE CON57RIJC776W. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE
Too OF THE FOUNDA776W MA 1FRIAL AS NFLI AS PLACEMENT AND C6WPAC776W OF REOUIRED BEODING
MATFRIAI TO UN /FORM GRADE SO THAT THE EN ARE LENGTH OF PIPE WILL BE 5UPPOR459 GW A
UN/FORML Y DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRA WFL 6" ABOVE AND BEL 0W INE
PIPE.
16 SANITARY SEW R PIPE ShAII BE P01 YNN)2 GY/LMOE (PVC) RUBBER GASKETEO ASTm D 30.34, SOR .35,
C900, GYP DUCALE IRON CLASS 50 SANITARY SENER FORCE MAIN TO BE 6YMENT LINED DUCALE IRAN
PIPE CONFORMING TO LA TEST RENSIOW AF AWWA C110 & C111, 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 WD AREAS, COVER MUST SL OPE IN ALL D/RFCAOWS TO MA TOY PA ONG.
18 ALL SAN /TARP SENER IMPROWMENT'S SMALL BE aWSTRUCTFO IN ACCORDANCE iWTH 1HESE APPROVED
PLANS. ANY OENA 1101V FROM THESE PLANS WLL REOUIRE APPROVAL FROUM THE ONIVER, ENGINEER AND
APPROPR /A TF PUBLIC AGENCIES
19 L OCA ROWS OF ROAD& YS, BUILDINGS AND PARKING AREAS SHOWN HEREON ARE APPROX/MA TE: fOR
DIMENSIONED L OCA 770IV5 OF THESE /MPROVFMENT5, REFER TO THE ARCH /T 5CTURAL SITE PLAN.
IMPROVEMENT AND STRUCTURE L ACA 776W5 SHALL BE FIELD SET BY THE ENGINEER AS REOIU /RED.
20 ALL MANHOLES SHALL BE PER THE CITY OYr RENA9N STANDARDS AND SPEC /FICA77OVS. ALL MANHOLES
SHALL HA W A MINIMUM 0.10 FOOT TO MAXIMUM 1.0 FOOT ORCP BETlf££N INWFRT IN AND INVERT OUT.
ALL MANHOLE CODERS SHALL BE AD,! 570 TO FINISH GRADE PAP /OR TO FINAL PAVING OR LANDSCAPING
21. ALL TRENCH 8ACKf7LL SHALL BE COMPACTED TO AT LEAST 95X OF THE MAXIMUM DRY DENSITY PER
A57M 0- 1557 -70 (MODIFIED PROCTOR), f6F ME FIRST THREE FEET ABOVE THE PIPE. THE REMAINING
BACKFILL MAY BE TO 90X IF NOT IN AN AREA OF fU1URE PAVEMENT GYP STRUCTURAL FILL. TRENCH
8ACKf7LL AND COWPAMW -WALL BE CWPLETFO PRIOR TO TF'SANG LAVES FOR LEAKAGE
22 ALL SIDE SEWERS S hALL BE A MINIMUM 6" 06AME7FR AND HALF A MINIMUM S O°E OF 2 OX
PROjD£RTY/l01 C1A'PNERS AND10R BU/LDYNG LOC4 /76 WS AND f7NIV GRADES SHALL B£ ESTABLI9VfD /N
THE FIELD PR/AR TO ANY SEWER C1 r.YVSII PUC770V 9OIE- SENER TEE STA XWS ARE REfERENCED fR6 W THE
NEAREST DOWSTIPEAM MANHOLE. THE COV7RACT 5F SHALL MAINTAIN ACCURA IF AS -BUIL T RECWDS OF
ALL .90E- SENER LOICA AGWS. ALL SSW . SEWERS SHALL 8f TESTED AT THE TAI/E OF MAIN LOW )T'SANG.
Pf1oE MA IFR/AL 9YALL AE C901D F07 XPPIS OWR 15.
23 #MERE A ILA TER MAIN 0P0SSES ABOVE' 7hf .S4N 1TART SWR, AND LESS THAN J19" OF WRIICAL
CLEARANCE fxsrs &TNEEN Tt/E Tw aF SENER AND B mov OF WA TER A/A/N, THE SENER S IYALL 6QF
COVSTR/CIFD OR REMSTRUCIFO I NIH OW& E MW PM°F (CLASS 50) f OR A MINIMUM H6ffZ W TAL
UYSTANar 6F 10' ov FACYV sw or TTY' WA TER MAN 09MK
24 SANITARY' SENER MAIN LMS (8" UAA/ETFR AA(O LARLYR) SHALL MOT b F 0267 PWTV ANr a a2-R
MAN 10 FEET 70 ANY Brif aWG OF 5 fEET AO ANY CA~T.
255 hfN' G~CnWS TO f,VS! 'NG FALWWS 9VALL flf SEALED 6FT MY71 WS WAS{/ C&6rR flQV IS
fw#gw0, TEsmv,, aEAwo AMV ACCEPTED. ALL CWSfflW 110V OEM AlA7 WATER MALL ELF RMOWD
PI' a? 10 WMG W .SEAL. ALL 1T•SIAMC 9YALL ELF OV W PlW&DAVE AF A WY OF RMW
NS SCAN 26: PfiW A0 ACCRPTAN(T OF CMffl i flQV AN914F 15WAAiX Or OrL7PAMCY PLFRA a
�/S7APNf!?�P- CE7PIAR 'D AS -TMiNC T MAMINZ MUST ELF M'PARED 6F ALL SWrARr SENER
FAAC/TiLrS
27 AVSTALL FALL RlESIRA/NT SI' )W /N ALL sAmrARr SENER AIAmna oiu .,v f11rT AETP. f'&L
AIFSIRmr SrSlw 9MLL 6Lr *5i'ff TRACT aAIIB/MG AAV FALL A?0lT'ClVV S)' EM AS MA/N'i1FACAWD
8r ULLER FALL PROIT'C70V .
SEC. 15, TWP. 23 N.. RGE. 5 E.. W.M.
60" ALL OWABLE MAX.
FOR CAST IROW PIPE
6P DUCTILE /RAN PIPE.
CGW(.J?flE
BL ApONC
� MAN Z5
6" SJ'DE OUTLET TEE
SENER MAIN
CGWCRETE BLOCK /NG ANOLF
`O AF TEE AT MAIN 0 W 25'
ffl" �. •• taw•
ou
1
MA �RE1� 8� IN
CON 2Z M/N SL A°E
NA4/ZLWTAL
SENER MA IN
7 MICA I SIDE S£NFR El VA 176W
NOTE•
UNLESS OTHERfWSE SHOW OW PLAN, 57OF SENER SHALL HAVE A MINIMUM
4' CODER AT PROPERTY LINE 09 J -5' LONER THAN THE IONFST HOUSE
ELEVA AAN, NI•I/CHEVFR /S L 0 W
UNLESS 07H£RN/S£ APP40D£D BY THE CITY, MAKE TAP THROUGH CAST
dPQV SADDLE SECURED TO .SANER MAIN NIIH STAINLESS SIE£C BANDS
MHEN CLWNECANC NEW 510£ SFNERS TO EX/SANG AIA /N.
NIR /F7fD LYAY, PLAIN AND RElNFA4CE0 CGWCRE7£ D. /. PIPE AND C. /.
PIPE SEN£R MA /NS ARE TO BE CORE DRILLED
SIDE SEWER DETAIL -11
1 -1/4"
NO SCALE
1„
10"
9"
8- j 4 PIP
/,2„
314" SQUARES SPACED - 314"
AS /ND /CA TD - HT. 1/8"
r 1"
RAISE -1/2"
WIDE BORDER
5/8"
8„ 4„
CAST IRON RING AND C kff
ZWNOT T.
IN UN /MPROkED AREAS POUR I' O'p THICK 2" 0" SOIUARE CANCRETZ; CLASS
.30101 PAD AROUND RING AND COkER. IN ASPHAL T ROADWAYS RESTO t -
AROIUND CLEAN0117 RING AND W kff AS REONRED BY STANDARD DETAIL
DRAINNG 8R.36.
ROLL 2 0 0
RIW
I
10' MIN
6" BUILDING SEN£R PIPE
ME NTH 6" SID£ OUTLET I CLEANOUT -SEE
DETAIL LEFT
2'x 4 " STUD SERME MARKER PAINT UPPER
PARAGW W17F AND LABEL "SLFNER" NIIH
,3" HIGH BLACK LEI71R5 #PAP A HIRE
AROUND INE PIPE, EXTEND IT TO FINISH
GRADE AND ATTACH IT TO 7H£ 2x4" STUD.
SIDE SEWER DEM IZ, -/
NO SCALE
9' n„
6 /NCH OR 8 /NCH CLEAN-011T
NOT 10 MALE
FR 0'61
MOP TAA
17LZET
6
NOTFS-
MANHOLE fRPAME AND G00£9
SEE XA HONG 6D'P29
ADJJS7ii /ENT (4 ` MIN.)
RUBBER GASKETED ,.QN75
M/ ACCORDANCE KITH A57M 0- -44J
STEPS - J14 ` DEFORMED BAR
STEPS 99ALL BE INCLUDED
CONCRETE" RISER BY PIPE ANC.,
GYP APPRM 0 MIAL.
MAX. PIPE S✓ZE - 21 " /. D.
LADDER -SID. AL IAVINUM
OR GAL VAN /ZED STEEL
CGWCRETF 90F
PRECAST BASE SECAAN
GYP CAST IN SHELF.
1. STEPS TO BE J14 I DET OCMEO BAR GAL VAN/ZED SAFETY
STEPS 09 EOUAL.
2
STEEPS ARE TO BE IN PLACE BEFORE MANHOLE SECAGWS
f
ARE INSTAL LED.
' ONCRETE
J
CASA E NG TO B PER DIRANING 8R29
'LASS 3000
4.
MANHOLE SECTIONS TO BE GF REINFORCED PRECAST
CGWCRETF
5
ALL uONTS SHALL BE GROUTED.
6
o
SURFACES, INCLUDING CHANNELING, COA TED (SEALED)
Of
CL
WASSER MC- CGWSEAL GYP APPROVED EQUAL;
V)
Q
RUBBER GASKETFO oONT'S SHALL BE IN COWFORMANCE-
w
o
8
CHANNEL HEIGHT 9YALL BE A MIN /MUM OF 314 THE IN-0C
Q
DIAMETER AF THE LARGEST PIPE.
9.
x
or
m
0
Z
� w
SA NITA R Y SEWER NOTES
1. ALL lN7RK AlA AERIAL S SHALL &r AV LtiWfL14A/ANC£ MI/H W STANDARDS AND VF67Y7l.A710V.S 6F ME
CYTY a RENT6W UTILITY DrEPAR7MENT AND THE LATEST EaY1XYV OF THE MSDOT/APWA STANDARDS AND
SOMI ICA AGWS.
2 THE HOURS aF RWK IN THE STREET R/GHI -Or- WA Y SMALL BF LIM I TED 70 8- JO AM TO J JO PM AN
NFEKDAYS UNLESS OTHERWISE APPROVED IN ORITING BY 7HE 9fPAR7kFVT GIB' PUBLIC # RKS AT
425 -4JO -7200 ALL STREET aomRES PARTIAL GYP fULL, SHALL BE APPROVED BY THE DEPARTMENT
OF PURL IC N37RKS 24 HOURS IN ADVANCE. THE PAC /GE DEPAR 1 A/ENT, fRRE DEPAR7MENT, AND 911 SIML L
BE N077RED 24 HOURS IN ADVANCE.
J ALL COWSTRUCAON SHALL BE IN ACCORDANCE INTH "STANDARD 9 YCIRCA AG WS FOR MUNIaPAI PURL /C
#VRKS COWSTRUCIIOW" PREPARED BY THE WASHINGTON STATE CHAPTER AMERICAN PUBLIC 0WKS
ASSOC/A 77ON (APWA), LA TEST F91 MV AND THE aTY OF RENTON STANDARD SPECIFICA 770W5
4 ALL L OCA ROWS OF EX/SANG UTILITIES SHOW ARE APPROXIMA T AND I T SY/AL L BE THE COW TRACTOR S
RESPOWS /B /LITY TO WRIFY THE TRUE AND CORRECT LOCA 776W SO AS TO A M DAMAGE OR
DISTURBANCE.
5. A PRE- CONSTRUC776W CONFERENCE AND A 24 HOUR NOTICE SHALL BE REYXIIRED PRIOR TO 57AR77NG
NEW CONSTRUCTION. IT SHALL BE THE CLWTRACMRS' RESPANSIB/L/TY TO SECURE ALL NECESSARY
PERMITS PRIOR TO STAR77NG CAVSTRUCAON. (INSPECAOV WLL B£ ACCUWPL /SHED BY A
REPRESENTA 17W OF THE CITY OF RENTUM) /T SHALL BE THE CONTRACTOR 5 RESPONSIBILITY 70 NOAFY
TIIE- UALITY DEPARTii /ENT 24 HOURS IN ADVANCE OF BACKF/LL/NG ALL CaVSTRUCAAN.
6 CONTRACTOR /S 50LEL Y RESPONSIBLE FOQ THE MEANS, METHODS AND SEQUENCES OF CONSIRUCAOW
AND FOR THE SAFETY OF WWKERS AND OTHERS GYV THE COWSIRUCAOV SITE
7 IT SHALL BE THE RESPONS /B /L /TY OF THE CaV TRACTZ7R 70 619TAIN STREET USE AND ANY OTHER RELA TD
PERMITS PRIOR TO ANY CANS77PUCl76W
8 PLANS APPROWD BY THE CITY OF RENTON PUBLIC N47RKS 9EPAR7M[-NT SHALL TAKE PRECEDENCE OkfR
ALL OTHER PLANS.
9 A COPY OF THESE APPR01E"D PLANS MUST BE OV THE" 517E #HENEkfR CONSTRUCAON /S /N
PROGRESS.
10 THE CONTRACTOR SHALL PRONDE IH£ CITY OF RENTOV iWTH AN AS -BOIL T DRAWING OF THE SANITARY
SENF-R SYSTEM NH /CH HAS BEEN STAMPED BY A LICENSED PRAFESS✓ONAI ENGINEER OR LICENSED
PROFESS IONAL SURVFYOIR.
11. BACKFILL SHALL BE PLACED EMAIL Y OW BOTH SDES AF THE PIPE IN LAYERS KITH A LDOSE AW -RAGE
DEPTH OF 6 INCHES, MAXIMUM DEP1H OF 8 INCHES IHOROUGHL Y TAMPING EACH LA YER TO 95X OF
MAXIMUM DENS /TY. THESE COMPACTT"D LA YT`RS MUST EXIFND FOR AVE PIPE DIAMETER ON EACH 510E OF
THE PIPE OR TO THE S /DE OF THE TRENCH. MA TFR /A15 TO CAWPLEIF THE FILL 0IfR THE PIPE SHALL
BE INE SAME AS DESCRIBED.
12 OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES AV EX/SANG IRA vFLED ROADWA Y SHALL BE
BACKF/LLED WITH CRUSHED ROCK AND MZrOYANICALL r COMPACTED. CUTS INTO EXISTING ASPHAL T SHALL
BE NEA TZINE CUT WAIL A SAW IN A COW ANUAUS LINE. A TEMPORARY C01 MIX PA TCH MUST BE
PLACED IMMEDIA TEL Y AFTER BACKF /LL AND CClVPAC770V. A PERMANENT HOT MIX PA TCH SHALL BE
PLACED WTHIN 10 DAYS AND 9YALL BE PER CURRENT CITY OF RENMN STANDARDS.
IJ DA TUM SHALL BE CITY AF RENTON, NAM 1988 (METERS) AND NAD 198.1/1991 (METERS)
14. ALL D /STURBED AREAS SHALL BE SEEDED ANO MUL CHED 6R 0 ThS9NSE 5TA81L0D TO THE SAWACTTAV
OF THE DEPARTMENT FAR THE PREVFNAGW OF OW -SITE EROSION AF1FR THE C6WPLE7IAN OF
CON577PUC17ON.
15. Al L PIPE AND APPUR IFNANCES SHALL BE LAID AV A PRA°ETPL Y PREPARED FOUNDA 77ON IN ACCORDANCE
W T Y SECPON 7- 02 .x(1) OF THE CURRENT STA TE OF WASHINGTON STANDARD SPECIFICA 170W5 FAR ROAD
AND BRIDGE CON57RIJC776W. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE
Too OF THE FOUNDA776W MA 1FRIAL AS NFLI AS PLACEMENT AND C6WPAC776W OF REOUIRED BEODING
MATFRIAI TO UN /FORM GRADE SO THAT THE EN ARE LENGTH OF PIPE WILL BE 5UPPOR459 GW A
UN/FORML Y DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRA WFL 6" ABOVE AND BEL 0W INE
PIPE.
16 SANITARY SEW R PIPE ShAII BE P01 YNN)2 GY/LMOE (PVC) RUBBER GASKETEO ASTm D 30.34, SOR .35,
C900, GYP DUCALE IRON CLASS 50 SANITARY SENER FORCE MAIN TO BE 6YMENT LINED DUCALE IRAN
PIPE CONFORMING TO LA TEST RENSIOW AF AWWA C110 & C111, 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 WD AREAS, COVER MUST SL OPE IN ALL D/RFCAOWS TO MA TOY PA ONG.
18 ALL SAN /TARP SENER IMPROWMENT'S SMALL BE aWSTRUCTFO IN ACCORDANCE iWTH 1HESE APPROVED
PLANS. ANY OENA 1101V FROM THESE PLANS WLL REOUIRE APPROVAL FROUM THE ONIVER, ENGINEER AND
APPROPR /A TF PUBLIC AGENCIES
19 L OCA ROWS OF ROAD& YS, BUILDINGS AND PARKING AREAS SHOWN HEREON ARE APPROX/MA TE: fOR
DIMENSIONED L OCA 770IV5 OF THESE /MPROVFMENT5, REFER TO THE ARCH /T 5CTURAL SITE PLAN.
IMPROVEMENT AND STRUCTURE L ACA 776W5 SHALL BE FIELD SET BY THE ENGINEER AS REOIU /RED.
20 ALL MANHOLES SHALL BE PER THE CITY OYr RENA9N STANDARDS AND SPEC /FICA77OVS. ALL MANHOLES
SHALL HA W A MINIMUM 0.10 FOOT TO MAXIMUM 1.0 FOOT ORCP BETlf££N INWFRT IN AND INVERT OUT.
ALL MANHOLE CODERS SHALL BE AD,! 570 TO FINISH GRADE PAP /OR TO FINAL PAVING OR LANDSCAPING
21. ALL TRENCH 8ACKf7LL SHALL BE COMPACTED TO AT LEAST 95X OF THE MAXIMUM DRY DENSITY PER
A57M 0- 1557 -70 (MODIFIED PROCTOR), f6F ME FIRST THREE FEET ABOVE THE PIPE. THE REMAINING
BACKFILL MAY BE TO 90X IF NOT IN AN AREA OF fU1URE PAVEMENT GYP STRUCTURAL FILL. TRENCH
8ACKf7LL AND COWPAMW -WALL BE CWPLETFO PRIOR TO TF'SANG LAVES FOR LEAKAGE
22 ALL SIDE SEWERS S hALL BE A MINIMUM 6" 06AME7FR AND HALF A MINIMUM S O°E OF 2 OX
PROjD£RTY/l01 C1A'PNERS AND10R BU/LDYNG LOC4 /76 WS AND f7NIV GRADES SHALL B£ ESTABLI9VfD /N
THE FIELD PR/AR TO ANY SEWER C1 r.YVSII PUC770V 9OIE- SENER TEE STA XWS ARE REfERENCED fR6 W THE
NEAREST DOWSTIPEAM MANHOLE. THE COV7RACT 5F SHALL MAINTAIN ACCURA IF AS -BUIL T RECWDS OF
ALL .90E- SENER LOICA AGWS. ALL SSW . SEWERS SHALL 8f TESTED AT THE TAI/E OF MAIN LOW )T'SANG.
Pf1oE MA IFR/AL 9YALL AE C901D F07 XPPIS OWR 15.
23 #MERE A ILA TER MAIN 0P0SSES ABOVE' 7hf .S4N 1TART SWR, AND LESS THAN J19" OF WRIICAL
CLEARANCE fxsrs &TNEEN Tt/E Tw aF SENER AND B mov OF WA TER A/A/N, THE SENER S IYALL 6QF
COVSTR/CIFD OR REMSTRUCIFO I NIH OW& E MW PM°F (CLASS 50) f OR A MINIMUM H6ffZ W TAL
UYSTANar 6F 10' ov FACYV sw or TTY' WA TER MAN 09MK
24 SANITARY' SENER MAIN LMS (8" UAA/ETFR AA(O LARLYR) SHALL MOT b F 0267 PWTV ANr a a2-R
MAN 10 FEET 70 ANY Brif aWG OF 5 fEET AO ANY CA~T.
255 hfN' G~CnWS TO f,VS! 'NG FALWWS 9VALL flf SEALED 6FT MY71 WS WAS{/ C&6rR flQV IS
fw#gw0, TEsmv,, aEAwo AMV ACCEPTED. ALL CWSfflW 110V OEM AlA7 WATER MALL ELF RMOWD
PI' a? 10 WMG W .SEAL. ALL 1T•SIAMC 9YALL ELF OV W PlW&DAVE AF A WY OF RMW
NS SCAN 26: PfiW A0 ACCRPTAN(T OF CMffl i flQV AN914F 15WAAiX Or OrL7PAMCY PLFRA a
�/S7APNf!?�P- CE7PIAR 'D AS -TMiNC T MAMINZ MUST ELF M'PARED 6F ALL SWrARr SENER
FAAC/TiLrS
27 AVSTALL FALL RlESIRA/NT SI' )W /N ALL sAmrARr SENER AIAmna oiu .,v f11rT AETP. f'&L
AIFSIRmr SrSlw 9MLL 6Lr *5i'ff TRACT aAIIB/MG AAV FALL A?0lT'ClVV S)' EM AS MA/N'i1FACAWD
8r ULLER FALL PROIT'C70V .
SEC. 15, TWP. 23 N.. RGE. 5 E.. W.M.
60" ALL OWABLE MAX.
FOR CAST IROW PIPE
6P DUCTILE /RAN PIPE.
CGW(.J?flE
BL ApONC
� MAN Z5
6" SJ'DE OUTLET TEE
SENER MAIN
CGWCRETE BLOCK /NG ANOLF
`O AF TEE AT MAIN 0 W 25'
ffl" �. •• taw•
ou
1
MA �RE1� 8� IN
CON 2Z M/N SL A°E
NA4/ZLWTAL
SENER MA IN
7 MICA I SIDE S£NFR El VA 176W
NOTE•
UNLESS OTHERfWSE SHOW OW PLAN, 57OF SENER SHALL HAVE A MINIMUM
4' CODER AT PROPERTY LINE 09 J -5' LONER THAN THE IONFST HOUSE
ELEVA AAN, NI•I/CHEVFR /S L 0 W
UNLESS 07H£RN/S£ APP40D£D BY THE CITY, MAKE TAP THROUGH CAST
dPQV SADDLE SECURED TO .SANER MAIN NIIH STAINLESS SIE£C BANDS
MHEN CLWNECANC NEW 510£ SFNERS TO EX/SANG AIA /N.
NIR /F7fD LYAY, PLAIN AND RElNFA4CE0 CGWCRE7£ D. /. PIPE AND C. /.
PIPE SEN£R MA /NS ARE TO BE CORE DRILLED
SIDE SEWER DETAIL -11
1 -1/4"
NO SCALE
1„
10"
9"
8- j 4 PIP
/,2„
314" SQUARES SPACED - 314"
AS /ND /CA TD - HT. 1/8"
r 1"
RAISE -1/2"
WIDE BORDER
5/8"
8„ 4„
CAST IRON RING AND C kff
ZWNOT T.
IN UN /MPROkED AREAS POUR I' O'p THICK 2" 0" SOIUARE CANCRETZ; CLASS
.30101 PAD AROUND RING AND COkER. IN ASPHAL T ROADWAYS RESTO t -
AROIUND CLEAN0117 RING AND W kff AS REONRED BY STANDARD DETAIL
DRAINNG 8R.36.
ROLL 2 0 0
RIW
I
10' MIN
6" BUILDING SEN£R PIPE
ME NTH 6" SID£ OUTLET I CLEANOUT -SEE
DETAIL LEFT
2'x 4 " STUD SERME MARKER PAINT UPPER
PARAGW W17F AND LABEL "SLFNER" NIIH
,3" HIGH BLACK LEI71R5 #PAP A HIRE
AROUND INE PIPE, EXTEND IT TO FINISH
GRADE AND ATTACH IT TO 7H£ 2x4" STUD.
SIDE SEWER DEM IZ, -/
NO SCALE
9' n„
6 /NCH OR 8 /NCH CLEAN-011T
NOT 10 MALE
FR 0'61
MOP TAA
17LZET
6
NOTFS-
MANHOLE fRPAME AND G00£9
SEE XA HONG 6D'P29
ADJJS7ii /ENT (4 ` MIN.)
RUBBER GASKETED ,.QN75
M/ ACCORDANCE KITH A57M 0- -44J
STEPS - J14 ` DEFORMED BAR
STEPS 99ALL BE INCLUDED
CONCRETE" RISER BY PIPE ANC.,
GYP APPRM 0 MIAL.
MAX. PIPE S✓ZE - 21 " /. D.
LADDER -SID. AL IAVINUM
OR GAL VAN /ZED STEEL
CGWCRETF 90F
PRECAST BASE SECAAN
GYP CAST IN SHELF.
1. STEPS TO BE J14 I DET OCMEO BAR GAL VAN/ZED SAFETY
STEPS 09 EOUAL.
2
STEEPS ARE TO BE IN PLACE BEFORE MANHOLE SECAGWS
f
ARE INSTAL LED.
' ONCRETE
J
CASA E NG TO B PER DIRANING 8R29
'LASS 3000
4.
MANHOLE SECTIONS TO BE GF REINFORCED PRECAST
CGWCRETF
5
ALL uONTS SHALL BE GROUTED.
6
o
SURFACES, INCLUDING CHANNELING, COA TED (SEALED)
/NTH A HIGH SGLIDS URETHANE COA ANG•
WASSER MC- CGWSEAL GYP APPROVED EQUAL;
V)
7
RUBBER GASKETFO oONT'S SHALL BE IN COWFORMANCE-
�
o
8
CHANNEL HEIGHT 9YALL BE A MIN /MUM OF 314 THE IN-0C
DIAMETER AF THE LARGEST PIPE.
9.
CaVNECAOWS TO MANHOLE SHALL BE MADE Z19NG 6PK
or
0
f
0
Z
� w
SA NITA R Y SEWER NOTES
1. ALL lN7RK AlA AERIAL S SHALL &r AV LtiWfL14A/ANC£ MI/H W STANDARDS AND VF67Y7l.A710V.S 6F ME
CYTY a RENT6W UTILITY DrEPAR7MENT AND THE LATEST EaY1XYV OF THE MSDOT/APWA STANDARDS AND
SOMI ICA AGWS.
2 THE HOURS aF RWK IN THE STREET R/GHI -Or- WA Y SMALL BF LIM I TED 70 8- JO AM TO J JO PM AN
NFEKDAYS UNLESS OTHERWISE APPROVED IN ORITING BY 7HE 9fPAR7kFVT GIB' PUBLIC # RKS AT
425 -4JO -7200 ALL STREET aomRES PARTIAL GYP fULL, SHALL BE APPROVED BY THE DEPARTMENT
OF PURL IC N37RKS 24 HOURS IN ADVANCE. THE PAC /GE DEPAR 1 A/ENT, fRRE DEPAR7MENT, AND 911 SIML L
BE N077RED 24 HOURS IN ADVANCE.
J ALL COWSTRUCAON SHALL BE IN ACCORDANCE INTH "STANDARD 9 YCIRCA AG WS FOR MUNIaPAI PURL /C
#VRKS COWSTRUCIIOW" PREPARED BY THE WASHINGTON STATE CHAPTER AMERICAN PUBLIC 0WKS
ASSOC/A 77ON (APWA), LA TEST F91 MV AND THE aTY OF RENTON STANDARD SPECIFICA 770W5
4 ALL L OCA ROWS OF EX/SANG UTILITIES SHOW ARE APPROXIMA T AND I T SY/AL L BE THE COW TRACTOR S
RESPOWS /B /LITY TO WRIFY THE TRUE AND CORRECT LOCA 776W SO AS TO A M DAMAGE OR
DISTURBANCE.
5. A PRE- CONSTRUC776W CONFERENCE AND A 24 HOUR NOTICE SHALL BE REYXIIRED PRIOR TO 57AR77NG
NEW CONSTRUCTION. IT SHALL BE THE CLWTRACMRS' RESPANSIB/L/TY TO SECURE ALL NECESSARY
PERMITS PRIOR TO STAR77NG CAVSTRUCAON. (INSPECAOV WLL B£ ACCUWPL /SHED BY A
REPRESENTA 17W OF THE CITY OF RENTUM) /T SHALL BE THE CONTRACTOR 5 RESPONSIBILITY 70 NOAFY
TIIE- UALITY DEPARTii /ENT 24 HOURS IN ADVANCE OF BACKF/LL/NG ALL CaVSTRUCAAN.
6 CONTRACTOR /S 50LEL Y RESPONSIBLE FOQ THE MEANS, METHODS AND SEQUENCES OF CONSIRUCAOW
AND FOR THE SAFETY OF WWKERS AND OTHERS GYV THE COWSIRUCAOV SITE
7 IT SHALL BE THE RESPONS /B /L /TY OF THE CaV TRACTZ7R 70 619TAIN STREET USE AND ANY OTHER RELA TD
PERMITS PRIOR TO ANY CANS77PUCl76W
8 PLANS APPROWD BY THE CITY OF RENTON PUBLIC N47RKS 9EPAR7M[-NT SHALL TAKE PRECEDENCE OkfR
ALL OTHER PLANS.
9 A COPY OF THESE APPR01E"D PLANS MUST BE OV THE" 517E #HENEkfR CONSTRUCAON /S /N
PROGRESS.
10 THE CONTRACTOR SHALL PRONDE IH£ CITY OF RENTOV iWTH AN AS -BOIL T DRAWING OF THE SANITARY
SENF-R SYSTEM NH /CH HAS BEEN STAMPED BY A LICENSED PRAFESS✓ONAI ENGINEER OR LICENSED
PROFESS IONAL SURVFYOIR.
11. BACKFILL SHALL BE PLACED EMAIL Y OW BOTH SDES AF THE PIPE IN LAYERS KITH A LDOSE AW -RAGE
DEPTH OF 6 INCHES, MAXIMUM DEP1H OF 8 INCHES IHOROUGHL Y TAMPING EACH LA YER TO 95X OF
MAXIMUM DENS /TY. THESE COMPACTT"D LA YT`RS MUST EXIFND FOR AVE PIPE DIAMETER ON EACH 510E OF
THE PIPE OR TO THE S /DE OF THE TRENCH. MA TFR /A15 TO CAWPLEIF THE FILL 0IfR THE PIPE SHALL
BE INE SAME AS DESCRIBED.
12 OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES AV EX/SANG IRA vFLED ROADWA Y SHALL BE
BACKF/LLED WITH CRUSHED ROCK AND MZrOYANICALL r COMPACTED. CUTS INTO EXISTING ASPHAL T SHALL
BE NEA TZINE CUT WAIL A SAW IN A COW ANUAUS LINE. A TEMPORARY C01 MIX PA TCH MUST BE
PLACED IMMEDIA TEL Y AFTER BACKF /LL AND CClVPAC770V. A PERMANENT HOT MIX PA TCH SHALL BE
PLACED WTHIN 10 DAYS AND 9YALL BE PER CURRENT CITY OF RENMN STANDARDS.
IJ DA TUM SHALL BE CITY AF RENTON, NAM 1988 (METERS) AND NAD 198.1/1991 (METERS)
14. ALL D /STURBED AREAS SHALL BE SEEDED ANO MUL CHED 6R 0 ThS9NSE 5TA81L0D TO THE SAWACTTAV
OF THE DEPARTMENT FAR THE PREVFNAGW OF OW -SITE EROSION AF1FR THE C6WPLE7IAN OF
CON577PUC17ON.
15. Al L PIPE AND APPUR IFNANCES SHALL BE LAID AV A PRA°ETPL Y PREPARED FOUNDA 77ON IN ACCORDANCE
W T Y SECPON 7- 02 .x(1) OF THE CURRENT STA TE OF WASHINGTON STANDARD SPECIFICA 170W5 FAR ROAD
AND BRIDGE CON57RIJC776W. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE
Too OF THE FOUNDA776W MA 1FRIAL AS NFLI AS PLACEMENT AND C6WPAC776W OF REOUIRED BEODING
MATFRIAI TO UN /FORM GRADE SO THAT THE EN ARE LENGTH OF PIPE WILL BE 5UPPOR459 GW A
UN/FORML Y DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRA WFL 6" ABOVE AND BEL 0W INE
PIPE.
16 SANITARY SEW R PIPE ShAII BE P01 YNN)2 GY/LMOE (PVC) RUBBER GASKETEO ASTm D 30.34, SOR .35,
C900, GYP DUCALE IRON CLASS 50 SANITARY SENER FORCE MAIN TO BE 6YMENT LINED DUCALE IRAN
PIPE CONFORMING TO LA TEST RENSIOW AF AWWA C110 & C111, 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 WD AREAS, COVER MUST SL OPE IN ALL D/RFCAOWS TO MA TOY PA ONG.
18 ALL SAN /TARP SENER IMPROWMENT'S SMALL BE aWSTRUCTFO IN ACCORDANCE iWTH 1HESE APPROVED
PLANS. ANY OENA 1101V FROM THESE PLANS WLL REOUIRE APPROVAL FROUM THE ONIVER, ENGINEER AND
APPROPR /A TF PUBLIC AGENCIES
19 L OCA ROWS OF ROAD& YS, BUILDINGS AND PARKING AREAS SHOWN HEREON ARE APPROX/MA TE: fOR
DIMENSIONED L OCA 770IV5 OF THESE /MPROVFMENT5, REFER TO THE ARCH /T 5CTURAL SITE PLAN.
IMPROVEMENT AND STRUCTURE L ACA 776W5 SHALL BE FIELD SET BY THE ENGINEER AS REOIU /RED.
20 ALL MANHOLES SHALL BE PER THE CITY OYr RENA9N STANDARDS AND SPEC /FICA77OVS. ALL MANHOLES
SHALL HA W A MINIMUM 0.10 FOOT TO MAXIMUM 1.0 FOOT ORCP BETlf££N INWFRT IN AND INVERT OUT.
ALL MANHOLE CODERS SHALL BE AD,! 570 TO FINISH GRADE PAP /OR TO FINAL PAVING OR LANDSCAPING
21. ALL TRENCH 8ACKf7LL SHALL BE COMPACTED TO AT LEAST 95X OF THE MAXIMUM DRY DENSITY PER
A57M 0- 1557 -70 (MODIFIED PROCTOR), f6F ME FIRST THREE FEET ABOVE THE PIPE. THE REMAINING
BACKFILL MAY BE TO 90X IF NOT IN AN AREA OF fU1URE PAVEMENT GYP STRUCTURAL FILL. TRENCH
8ACKf7LL AND COWPAMW -WALL BE CWPLETFO PRIOR TO TF'SANG LAVES FOR LEAKAGE
22 ALL SIDE SEWERS S hALL BE A MINIMUM 6" 06AME7FR AND HALF A MINIMUM S O°E OF 2 OX
PROjD£RTY/l01 C1A'PNERS AND10R BU/LDYNG LOC4 /76 WS AND f7NIV GRADES SHALL B£ ESTABLI9VfD /N
THE FIELD PR/AR TO ANY SEWER C1 r.YVSII PUC770V 9OIE- SENER TEE STA XWS ARE REfERENCED fR6 W THE
NEAREST DOWSTIPEAM MANHOLE. THE COV7RACT 5F SHALL MAINTAIN ACCURA IF AS -BUIL T RECWDS OF
ALL .90E- SENER LOICA AGWS. ALL SSW . SEWERS SHALL 8f TESTED AT THE TAI/E OF MAIN LOW )T'SANG.
Pf1oE MA IFR/AL 9YALL AE C901D F07 XPPIS OWR 15.
23 #MERE A ILA TER MAIN 0P0SSES ABOVE' 7hf .S4N 1TART SWR, AND LESS THAN J19" OF WRIICAL
CLEARANCE fxsrs &TNEEN Tt/E Tw aF SENER AND B mov OF WA TER A/A/N, THE SENER S IYALL 6QF
COVSTR/CIFD OR REMSTRUCIFO I NIH OW& E MW PM°F (CLASS 50) f OR A MINIMUM H6ffZ W TAL
UYSTANar 6F 10' ov FACYV sw or TTY' WA TER MAN 09MK
24 SANITARY' SENER MAIN LMS (8" UAA/ETFR AA(O LARLYR) SHALL MOT b F 0267 PWTV ANr a a2-R
MAN 10 FEET 70 ANY Brif aWG OF 5 fEET AO ANY CA~T.
255 hfN' G~CnWS TO f,VS! 'NG FALWWS 9VALL flf SEALED 6FT MY71 WS WAS{/ C&6rR flQV IS
fw#gw0, TEsmv,, aEAwo AMV ACCEPTED. ALL CWSfflW 110V OEM AlA7 WATER MALL ELF RMOWD
PI' a? 10 WMG W .SEAL. ALL 1T•SIAMC 9YALL ELF OV W PlW&DAVE AF A WY OF RMW
NS SCAN 26: PfiW A0 ACCRPTAN(T OF CMffl i flQV AN914F 15WAAiX Or OrL7PAMCY PLFRA a
�/S7APNf!?�P- CE7PIAR 'D AS -TMiNC T MAMINZ MUST ELF M'PARED 6F ALL SWrARr SENER
FAAC/TiLrS
27 AVSTALL FALL RlESIRA/NT SI' )W /N ALL sAmrARr SENER AIAmna oiu .,v f11rT AETP. f'&L
AIFSIRmr SrSlw 9MLL 6Lr *5i'ff TRACT aAIIB/MG AAV FALL A?0lT'ClVV S)' EM AS MA/N'i1FACAWD
8r ULLER FALL PROIT'C70V .
SEC. 15, TWP. 23 N.. RGE. 5 E.. W.M.
60" ALL OWABLE MAX.
FOR CAST IROW PIPE
6P DUCTILE /RAN PIPE.
CGW(.J?flE
BL ApONC
� MAN Z5
6" SJ'DE OUTLET TEE
SENER MAIN
CGWCRETE BLOCK /NG ANOLF
`O AF TEE AT MAIN 0 W 25'
ffl" �. •• taw•
ou
1
MA �RE1� 8� IN
CON 2Z M/N SL A°E
NA4/ZLWTAL
SENER MA IN
7 MICA I SIDE S£NFR El VA 176W
NOTE•
UNLESS OTHERfWSE SHOW OW PLAN, 57OF SENER SHALL HAVE A MINIMUM
4' CODER AT PROPERTY LINE 09 J -5' LONER THAN THE IONFST HOUSE
ELEVA AAN, NI•I/CHEVFR /S L 0 W
UNLESS 07H£RN/S£ APP40D£D BY THE CITY, MAKE TAP THROUGH CAST
dPQV SADDLE SECURED TO .SANER MAIN NIIH STAINLESS SIE£C BANDS
MHEN CLWNECANC NEW 510£ SFNERS TO EX/SANG AIA /N.
NIR /F7fD LYAY, PLAIN AND RElNFA4CE0 CGWCRE7£ D. /. PIPE AND C. /.
PIPE SEN£R MA /NS ARE TO BE CORE DRILLED
SIDE SEWER DETAIL -11
1 -1/4"
NO SCALE
1„
10"
9"
8- j 4 PIP
/,2„
314" SQUARES SPACED - 314"
AS /ND /CA TD - HT. 1/8"
r 1"
RAISE -1/2"
WIDE BORDER
5/8"
8„ 4„
CAST IRON RING AND C kff
ZWNOT T.
IN UN /MPROkED AREAS POUR I' O'p THICK 2" 0" SOIUARE CANCRETZ; CLASS
.30101 PAD AROUND RING AND COkER. IN ASPHAL T ROADWAYS RESTO t -
AROIUND CLEAN0117 RING AND W kff AS REONRED BY STANDARD DETAIL
DRAINNG 8R.36.
ROLL 2 0 0
RIW
I
10' MIN
6" BUILDING SEN£R PIPE
ME NTH 6" SID£ OUTLET I CLEANOUT -SEE
DETAIL LEFT
2'x 4 " STUD SERME MARKER PAINT UPPER
PARAGW W17F AND LABEL "SLFNER" NIIH
,3" HIGH BLACK LEI71R5 #PAP A HIRE
AROUND INE PIPE, EXTEND IT TO FINISH
GRADE AND ATTACH IT TO 7H£ 2x4" STUD.
SIDE SEWER DEM IZ, -/
NO SCALE
9' n„
6 /NCH OR 8 /NCH CLEAN-011T
NOT 10 MALE
FR 0'61
MOP TAA
17LZET
6
NOTFS-
MANHOLE fRPAME AND G00£9
SEE XA HONG 6D'P29
ADJJS7ii /ENT (4 ` MIN.)
RUBBER GASKETED ,.QN75
M/ ACCORDANCE KITH A57M 0- -44J
STEPS - J14 ` DEFORMED BAR
STEPS 99ALL BE INCLUDED
CONCRETE" RISER BY PIPE ANC.,
GYP APPRM 0 MIAL.
MAX. PIPE S✓ZE - 21 " /. D.
LADDER -SID. AL IAVINUM
OR GAL VAN /ZED STEEL
CGWCRETF 90F
PRECAST BASE SECAAN
GYP CAST IN SHELF.
1. STEPS TO BE J14 I DET OCMEO BAR GAL VAN/ZED SAFETY
PLUG TO BE SEALED
IN SAME MANNER AS
MAIN SEWFR 6ONTS
SA
NMARYMANHOLE TYPICAL DETAIL-
NOT TO SCALE
RECOMMENDED
FOR APPROVAL
Br DA >F:•
2--04-06 p gy DA IT.-
CORE14711 NE 29M Plow S,,;h 101
N1bww, WoM�irpron 98007
4ss.aes.7an Fax 425.885.7963
DESIGN
ENGINEERING PLANNING SURVEYING
SANIrARYSEWER DErAILS
CM AW2*W
c-D :T.32cmS'os
• i
,..,,
STEPS 09 EOUAL.
2
STEEPS ARE TO BE IN PLACE BEFORE MANHOLE SECAGWS
ARE INSTAL LED.
' ONCRETE
J
CASA E NG TO B PER DIRANING 8R29
'LASS 3000
4.
MANHOLE SECTIONS TO BE GF REINFORCED PRECAST
CGWCRETF
5
ALL uONTS SHALL BE GROUTED.
6
SANITARY SANER MANHOLES SHALL HA IMF ALL AVTER/OR
SURFACES, INCLUDING CHANNELING, COA TED (SEALED)
/NTH A HIGH SGLIDS URETHANE COA ANG•
WASSER MC- CGWSEAL GYP APPROVED EQUAL;
COL CR OF COA 11NG SHALL BE NHIIE
7
RUBBER GASKETFO oONT'S SHALL BE IN COWFORMANCE-
iNTH ASTM C -44J
8
CHANNEL HEIGHT 9YALL BE A MIN /MUM OF 314 THE IN-0C
DIAMETER AF THE LARGEST PIPE.
9.
CaVNECAOWS TO MANHOLE SHALL BE MADE Z19NG 6PK
ADAPTOR, KOR -N --VEAL 80075 OR APPROPF9 EQUAL.
PLUG TO BE SEALED
IN SAME MANNER AS
MAIN SEWFR 6ONTS
SA
NMARYMANHOLE TYPICAL DETAIL-
NOT TO SCALE
RECOMMENDED
FOR APPROVAL
Br DA >F:•
2--04-06 p gy DA IT.-
CORE14711 NE 29M Plow S,,;h 101
N1bww, WoM�irpron 98007
4ss.aes.7an Fax 425.885.7963
DESIGN
ENGINEERING PLANNING SURVEYING
SANIrARYSEWER DErAILS
CM AW2*W
c-D :T.32cmS'os
• i
,..,,