HomeMy WebLinkAboutS-328407NE1/4, SEC. 14, TWP. 23N., RGE° 5E °; ;W.M°
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Q x � °� S�4N /T.4i�Y SEWER COTES ,���t� �,,,,��;�t`�►`%
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� C ALL WORK MATER /ACS SHALL BE IN CONFORMANCE Wln; THE STANDARDS ANO SPEpfICAnONS OF THE GTY OF RENTaV F/N /SHED :GRADE
UTILITY DEPARTMENT ANDTHE LATEST ED /nON OF THE WSDOT /APWA STANDARDS AND SPEGF7CAnONS -:
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(/') 2. THE HO[/RS OF WORK IN THE STREET R /GHT- OF-WAY SHAV BE VM /TED TO B.•30 AM TO 3.•30 PM ON WfENDAYS UNLESS T
W OTHERWISE.APPROYED /N WRInNG BY THE DEPARTMENT OF PUBVC WORKS AT 425 -430 -7200. ALL STREET GOSURES, i , `_ /
� PARRAL' OR FUV, SHALL BE APPROVED BY THE DEPARTMENT OF PUB/JC WORKS 24 HOURS /N ADVANCE THE POUCE B x xl/x //4 °
� DEPARTMENT, FTRE DEPARTMENT, AND 911 SHAV BE NOnFTED 24 HO!/RS /N ADVANCE. � STE LATE
45 BEND
� ,3. ALL CONSIROCnON SHAV BE /N ACCORDANCE W17H STANDARD SPEGFTCAnONS FOR MUN /GPAL PUBVC WORKS / f !4! /TH PLUG
z CONSTRUCTON °PREPARED BY THE WASH /NGT[kV STATE GfAP7ER AMERICAN PUBVC WORKS ASSOGAnON (APWA), LATEST WYE
Q ED /nON AND. THE CITY OF RENTON STANDARD SPECIfTCAnONS ,'
- �- PLUG
O J 4. ACC LOCATONS OF EX /S7/NG U7TVTi£S SYLOWN ARE APPROXIMATE AND /T SHAV BE nfE CONTRACTOR'S
RE3'PPNS /B /C/TY 70 VER /FY nCE TRUE ANO CORRECT COCAAON SO AS 70 AW/D DAMA(A- OR D /SIURBANCE.
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5. A PRE CONSTRUCTON CONFERENCE ANO A 24 HOUR NOnCE SHAV BE REOU /RED PR /OR TO STARTNG NEW CONSTRUCTON. � PVC PIPE D /AMETER AS
/T SHALL BE THE CONTRACTORS RESPONS /B /UTY TO SECURE ALL NECESSARY PLFMNS PRl(� 70 STARTING
p NOTED ON THE PLANS.
CONSTRUCnON. (INSPECTION WILL BE ACCOMPUSHm BY A REPRESENTAnIE OF THE GTY pF RENTONJ. !T SHAV BE
�' W. THE CONTRACTORS RESPONSIB /CITY 70 NOnFY THE UAUTY DEPARTMENT 24 HOURS /N ADVANCE OF BAG(FTLUNG AV CLEANOUT DETA /L
C ` W GDNSTRucnDN
W6. CONTRACTOR /S SOLELY RESPONS /B /E FOR THE MEAN. METHODS AND SEOULNCES OF CONSTRUCTON ANO FOR TfIE SAFETY N0 SCALE
-C/7 Of WORKERS -AND OTHERS ON TFIE CONSTRUCTON SHE:
�7. lT SHALL BE THE RESPONSYB /CITY OF THE CONTRACTOR TO OBTA /N STREET USE AND ANY OTHER RELA7E7J PERMITS
Q PR /OR -TO ANY CONS7RVCnON.
z B. PLANS APPROVER BY nlE CITY OF RENTON PUBVC WORKS DEPARTMENT SHAV TAKE PRECEDENCE OVER ALL OTHER PLANS
N 9. A COPY DE THESE APPROVED PLANS MUST B£ UN THE JOB SHE WHENEVER CONSTRUCnOiV /S /N PROGRESS
- - 10. DIE CONTRACTOR SHAV 'PROl40E THE. C /TY OF RENTON W17N AN AS -BU /LT DRAWING OF 7NE SAN /TARY SEWER SYSTEM
WH /CH HAS BEEN STAMPED BY A VCENSED PROFESSIONAL ENG/NELR OR UC£NSED PROFESS /ONAC SURVEYOR
24. SAN /TARP SEWER MA /N LINES (B° D /AMETEK AND LARGER) SHAV NOT BE CONSTRUCTED ANY CL7SER THAN 10 FEET TO
ANY BU /CD /NG OR 5 FEET TO ANY CARPORT.
= 25. NEW CONNECTIONS TO EX /SONG FACILITIES SHALL BE SEALED OFF UNTIL UPSTREAM CONSTRUCTON /S F7N /SHED,
TESTED, CLEANED ANO ACCEPTED. AV CONSIRUC770N DEER /S AND WRIER SHALL BE REMOVED PRIOR TO OPEN /NG THE
SEAL. ALL TESTING SHALL BE /N THE PRESENCE OF A CNY OF RENTON /NSPECTOR.
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28. PR /OR TO ACCEPTANCE OF CONSTRUCTON AND /OR /SSVANCE OF pCCUPA.N.CY PERNNS, ENGIN.E£R /SURVEYOR- CERnfIED
AS -BU /LT DRAWINGS MUST BE PREPARED OF ALL SAN /TARP SEWER FAC /LInES.
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� 10' MIN.
(^ -�B" BUILD /NG SEWER P /PE
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`- TEE W7TH B" SIDE OUTLET � CCEANOUT -SEE J
DETA /L LEFT
2':r 4" STUD SERV/CE MARKER PA /NT UPPER
PORnON WHNE ANS STENCIL ON S /DE
{tTJRD /NG SEWER° W77H 3 "' H /GH BLACK LETTERS.
AND,/6' WERE WRAPPED AROUND THE STUD AND
EXTENDED TO 7NE TOP OF THE STUD.
aS /DE VEYY E/7 DETA /L
NO SCALE
BO" ALLOWADCE MAX.
FOR CAST /RON PIPE
OR DUCTILE IRONP /PE.
1.3.•5 M /X�7 �' � G�1
e�ar�NG / � PAIN 2� MPx. GR � 8 � {(INS
( GGN E 2 %M /N SLOPE
HORIZONTAL
8'" SIDf OURET TEE
SEWER MA /N 1 EWER MA /N
CONCRETE BLOCK /NG ANGLE
`O OF TEE AT MA /N OVER 25' TIP /CAL S/DE SEWER ELEVAnON
ELEVAnON
N07E•
UNLESS OTHERWISE SHOWN ON PLAN, S /DE SEWfR SHALL NAVE A M/N /MUM
4' COVER AT PROPERTY LINE OR 3 -5' LO{YER THAN THE LOWEST HOUSE
ELEVAnON, WH /CHEV£R /S LOWER.
UNLESS OTHERWISE APPROVED BY THE C /TY, MAKE TAP THROUGH CAST
IRON SADDLE SECURED TO SEWER MAIN W9TH S7A /NCESS STEEL BANGS
WHEN CONNECANG NEW S /DE SEWERS TO EX /SONG MA /N.
VTTR /FIFO CLAY, PLA /N AND RELNFORCED CONCRETE, D. /. P /PE AND C.l.
P /PE SL"4Y1 -R MA /NS ARE TO BE CORE DR /LLED
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S /DE SEWER DETA /L
NO SCALE
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CASTING- /NLANDfDRY N07ES.
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11. BALWFTLL SHALL BE PLACED EOUAV Y OH 80TH. STDES PF THE P /PE /N LAYERS WITH A LOOSE.AIfRAGE DEPTH OF 6
OR EQUAL PT.,�714
SEE DETAIL 5.1.4. 1. STEPS TO 8E 3/4 9 DEFORMED BAR
23. WHERE A WATER MA /N CROSSES ABOVE nlE SAN /TARP SEWER, AND LESS IRAN 3'0" OF V£RnCAL CLEARANCE EXISTS
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.INCHES .MAX /MUM DEPTH OF B INCHES, nJOROUG/LY TAMP /NG EAGi LAYER 70 95% OF MAX/M(/M DENSITY.: THESE
-TO:
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25"
GACVAN /ZED SAFETY STEPS OR EQUAL
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COMPACTED LAYERS.MUST EXTEND FOR .ONE P /PE D /AMETEK ON EACH SIDE OF THE P /PE !Nr' THE S/DE OF IHf
7RENG� MATER /ACS TO CO/PLETE 9HE FTU OVER nfE P /PE .S//AU BE THE SAME AS DESCR /BED.
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= AD✓USTMCNT 4° M /N. 2. STEPS ARE TO BE /N PLACE BEFORE
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12. OPEN CUT ROAD L'ROSS/NGS FOR URCITY IRENGIES CN✓ EXISTING IRAVEZm ROADWAY SNAU BE BACKF7CLED Wlni
.CRUSHED. ROCK AHD MEGfAN /CALLY COMPACTEDJ. CUTSlNTO L:Y/SAHG ASPHALT SHAD BE NEATL/NE CUT WT7H A SAW /N
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CONE MANHOLE SECnONSARE /NSTAVED.
3. CASTNG TO BE PER DRAWING BR29.
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A CONTINUOUS ONE. A TEMPORARY COLD MLX PATL� MUST BE PLACED /MMEDIATELY AFTER DALY(FIV AND CLOMPACnON..
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RUBBER GASKETED JO /NTS
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A PERMANEiVT HOT MIXPATCH SHAV BE PLACED W77H /N 10 DAYS AND .SfCAV BE P£R CURRENT GTY OF.RC7VION
21. ALL TRENCH BACKfTCL SHALL BE COMPACTED ID AT LEAST 95% OF THE MAXIMUM DRY DENSITY PER ASTM 0- 1557 -70
CN ACCORDANCE {ifTHi1STM.0 -443 4. MANHOLE SECnONS TO BE OF RE /NFORCED
I�-i W a
� R? �
STANDARDS
•' 4° M /N.
PRECAST SECnPN PRECAST CONCRETE.
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13. DATUMSHALL BE C /TY OFRENTON, NAVD /98B (METERS)AND NAD 1983/1991.(ME7ERSJ.
�. STEPS 3/4 "DEFORMED BAR 5. ALL ✓LNN7S SHALL BE GROUTED.
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14. ALL. D /STURBED AREAS SHAV BE SEEDED AND MULGCLD GT OTHERWISE STAB /UZED TO THE SAnSFACnUN OF THE -
DEPARTMENT FOR THE PREVENnON OF ON -SHE EROSION AFTER JHE CL7AfPLE710N OF CONSTRUCTON. __
5 1 2°
/
STEPS SHAV Bf /NC_ CODED
6. SANITARY SEWER MANHOLES SHACC HAVE
CONLWE7E RISER BY PIPE INC., AU /NIER /OR SURFACES, /NCLUD /NG
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48°
OR APPROVED EQUAL CHANN EL /NG,COATEO(SEALEDJWITHAH /GH
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15. ALL PIPE AND APPUR7ENANCESSNAU BE LA /D ON A PROPERLY PREPARED FOUNDATON /N ACCORDANCE {NIN SECpON '�
SOLIDS URETHANE COAIIN�• WASSER
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7- 02.3(1) OF THE CURRENT STATE OF WASHINGTCAV STANDARD SPEGFTCAIIDYS FOR ROAD AND BRIDGE CONSTRUCTION.
TH /S. SHALL INCLUDE NECESSARY LEVEUNC OF THE TRENCH BOTTOM OR THE .TOP OF THE FOUNDATION MA TER /AL 'AS {YELL
AS PLACEMENT AND COMPACnON OF REQUIRED BEOD /NG MATER /AL 70 UN /FORM GRADE 50 THAT THE ENBRE LENGTH OF
�.. -
12° (TYP)
MC- CONSEA( OR APPROVED EQUAL; COLOR OF
� COA T/NG SHAV BE WH /TE
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P /PE WILL BE SUPPORTED ON A. UN /FORMLY DENSE.UNYIEZDING BASE. P /PEBLDD /NG. SHACC BE PEA- GRAVEL 6° ABOIE
AND BELOW INEP /PE.
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MAX. PIPE SIZE - 21." l.D. 7. RUBBER GASKEIED JO /HIS SHALL BE IN
CONFORMANCE W77F1 ASTM C -443.
LADDER -SnI. ALUM /NUM
OR GACVAN /ZED STEEL
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16. SANITARY SEWER PIPE SHALL BE POLYNNYC COLOR/DE (PVC) RUBBER GASKEIID ASTM D 3034, SDR 35 OR DUCTIE
MORTAR
B. CHANNEL HE /GHT SHALL BE A M/N /MUM OF
��/RON
CLASS 50. SAN /TARP SEWER FORCE MA /N TO BE CEMENT UNED DUCnCE /RON PIPE CONFORM /NG TO LATEST
��T
�'� CONCRETE SHELF 3/4 OF THE /NS /DE D /AMETEK OF THE LARGEST
4
REVTSlON OF AWWA C710 & C711, TH /CKNESS CL 52.
11. IN UN /MPROV£D AREAS, MANHOLE IO EXTEND A M /NIMUM OF B' ANO A MAXIMUM OF 18 °ABOVE- fTNISHED GRADE. /N
PAVED AREAS, COVER MUST SLOPE /N AU D /RECnONS TO MATCH PAVNG -
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P /PE.
- PRECAST BASE S£CnON 9. CONNECTONS TO MANHOLE SHALL BE MADE
OR CAST IN.SHELF. US/NG GPK ADAPTOR, KOR -N -SEAL BOOTS OR
APPROVED EQUAL.
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24. SAN /TARP SEWER MA /N LINES (B° D /AMETEK AND LARGER) SHAV NOT BE CONSTRUCTED ANY CL7SER THAN 10 FEET TO
ANY BU /CD /NG OR 5 FEET TO ANY CARPORT.
= 25. NEW CONNECTIONS TO EX /SONG FACILITIES SHALL BE SEALED OFF UNTIL UPSTREAM CONSTRUCTON /S F7N /SHED,
TESTED, CLEANED ANO ACCEPTED. AV CONSIRUC770N DEER /S AND WRIER SHALL BE REMOVED PRIOR TO OPEN /NG THE
SEAL. ALL TESTING SHALL BE /N THE PRESENCE OF A CNY OF RENTON /NSPECTOR.
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28. PR /OR TO ACCEPTANCE OF CONSTRUCTON AND /OR /SSVANCE OF pCCUPA.N.CY PERNNS, ENGIN.E£R /SURVEYOR- CERnfIED
AS -BU /LT DRAWINGS MUST BE PREPARED OF ALL SAN /TARP SEWER FAC /LInES.
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m: rr
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� 10' MIN.
(^ -�B" BUILD /NG SEWER P /PE
\ i 1
`- TEE W7TH B" SIDE OUTLET � CCEANOUT -SEE J
DETA /L LEFT
2':r 4" STUD SERV/CE MARKER PA /NT UPPER
PORnON WHNE ANS STENCIL ON S /DE
{tTJRD /NG SEWER° W77H 3 "' H /GH BLACK LETTERS.
AND,/6' WERE WRAPPED AROUND THE STUD AND
EXTENDED TO 7NE TOP OF THE STUD.
aS /DE VEYY E/7 DETA /L
NO SCALE
BO" ALLOWADCE MAX.
FOR CAST /RON PIPE
OR DUCTILE IRONP /PE.
1.3.•5 M /X�7 �' � G�1
e�ar�NG / � PAIN 2� MPx. GR � 8 � {(INS
( GGN E 2 %M /N SLOPE
HORIZONTAL
8'" SIDf OURET TEE
SEWER MA /N 1 EWER MA /N
CONCRETE BLOCK /NG ANGLE
`O OF TEE AT MA /N OVER 25' TIP /CAL S/DE SEWER ELEVAnON
ELEVAnON
N07E•
UNLESS OTHERWISE SHOWN ON PLAN, S /DE SEWfR SHALL NAVE A M/N /MUM
4' COVER AT PROPERTY LINE OR 3 -5' LO{YER THAN THE LOWEST HOUSE
ELEVAnON, WH /CHEV£R /S LOWER.
UNLESS OTHERWISE APPROVED BY THE C /TY, MAKE TAP THROUGH CAST
IRON SADDLE SECURED TO SEWER MAIN W9TH S7A /NCESS STEEL BANGS
WHEN CONNECANG NEW S /DE SEWERS TO EX /SONG MA /N.
VTTR /FIFO CLAY, PLA /N AND RELNFORCED CONCRETE, D. /. P /PE AND C.l.
P /PE SL"4Y1 -R MA /NS ARE TO BE CORE DR /LLED
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S /DE SEWER DETA /L
NO SCALE
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18. ACC SAN /TARP SEWER IMPROVEMEN75 SHAV BE CONSTRUCTED IN ACCORDANCE W77H THESE APPROVED PLANS ANY
DEl4A7/ON FROM. THESE PLANS WIV REQU /RE APPROVAL FROM THE OWNE77 ENGNEER AND APPROPR /ATE PUBVC �
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AGENCIES.
23. WHERE A WATER MA /N CROSSES ABOVE nlE SAN /TARP SEWER, AND LESS IRAN 3'0" OF V£RnCAL CLEARANCE EXISTS
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19. LOCATIONS OF ROADWAYS; BUILDINGS AND PARKING AREAS. SHOWN HEREON ARE 'AFrrcO.iiMArc. rDrr �nxcrv��rmcu ;
LOCATONS OF THESE /MPROVEMEN75, REFER TO THE ARCHNECTURAL SNE PLAN. /MPROVEMENT AND. STRUCTURE
BETWEEN IIiE TOP -0F SEWER AND BOTTOM OF WATER MAIN, THE SEWER SHAV BE CONSTRUCTED OR RECONSTRUCIEO W91H
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LOCATONS SHALL BE FlfLO SET DY THE ENG /NEER AS REQUIRED. �+A w // r AR �/ MANE7 OLE %° �/P /CAL ®ETA /L
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20. AV MANHOLES SHALL BE PER n1E GTY OF RENT�N STANDARDS AND SPEC /FICAnONS AV MANHOLES SHAV - HAVE A
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MlN /Ml/M 0.10 FOGT TO MAXIMUM 1.0 F00T DROP B£IWL-EN INVERT /N AND / NVFRT OUT. AV MANHOLE COVERS SHALL NO SCALE
CROSS /NG.
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BE ADJUSTED TO FINISH GRADE PR /OR TO f7NAL PAVING OR LANDSCAPING.
PLANNING
21. ALL TRENCH BACKfTCL SHALL BE COMPACTED ID AT LEAST 95% OF THE MAXIMUM DRY DENSITY PER ASTM 0- 1557 -70
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(MOD /F /ED PROCTOR), FOR THE F/RST THREE FEET ABOVE' THE P /PE. INE REMA /N /NC BACKfTV MAY BE TO 90 %/F
NOT /N AN AREA OF FUTURE PAVEMENT OR STRUCTURAL FILL. TRENCH BACKfTV AND COMf'ACnON SHALL BE COMPLETED
PRTOR TO TESnNG ONES FOR LEAXAGE.
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22. ALL S /DE SEWERS SHALL BE A MlN /MUM 8' D /AMETEK AND HAVE A M /NIMUM SLOPE DF 2.0% PROPERTY/LOT CORNERS
AND /OR BU /LD /NG LOCATONS AND FTN /SH GRADES SHALL BE ESTABVSH£D IN THE fTECD PRIOR lO AHY SEWER
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CONSTRUCTON. S /DE SEWER TEE STAnONS ARE REFERENCED FROM THE NEAREST DOWNSTREAM. MANHOLE. THE
24. SAN /TARP SEWER MA /N LINES (B° D /AMETEK AND LARGER) SHAV NOT BE CONSTRUCTED ANY CL7SER THAN 10 FEET TO
ANY BU /CD /NG OR 5 FEET TO ANY CARPORT.
= 25. NEW CONNECTIONS TO EX /SONG FACILITIES SHALL BE SEALED OFF UNTIL UPSTREAM CONSTRUCTON /S F7N /SHED,
TESTED, CLEANED ANO ACCEPTED. AV CONSIRUC770N DEER /S AND WRIER SHALL BE REMOVED PRIOR TO OPEN /NG THE
SEAL. ALL TESTING SHALL BE /N THE PRESENCE OF A CNY OF RENTON /NSPECTOR.
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28. PR /OR TO ACCEPTANCE OF CONSTRUCTON AND /OR /SSVANCE OF pCCUPA.N.CY PERNNS, ENGIN.E£R /SURVEYOR- CERnfIED
AS -BU /LT DRAWINGS MUST BE PREPARED OF ALL SAN /TARP SEWER FAC /LInES.
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R/W
� 10' MIN.
(^ -�B" BUILD /NG SEWER P /PE
\ i 1
`- TEE W7TH B" SIDE OUTLET � CCEANOUT -SEE J
DETA /L LEFT
2':r 4" STUD SERV/CE MARKER PA /NT UPPER
PORnON WHNE ANS STENCIL ON S /DE
{tTJRD /NG SEWER° W77H 3 "' H /GH BLACK LETTERS.
AND,/6' WERE WRAPPED AROUND THE STUD AND
EXTENDED TO 7NE TOP OF THE STUD.
aS /DE VEYY E/7 DETA /L
NO SCALE
BO" ALLOWADCE MAX.
FOR CAST /RON PIPE
OR DUCTILE IRONP /PE.
1.3.•5 M /X�7 �' � G�1
e�ar�NG / � PAIN 2� MPx. GR � 8 � {(INS
( GGN E 2 %M /N SLOPE
HORIZONTAL
8'" SIDf OURET TEE
SEWER MA /N 1 EWER MA /N
CONCRETE BLOCK /NG ANGLE
`O OF TEE AT MA /N OVER 25' TIP /CAL S/DE SEWER ELEVAnON
ELEVAnON
N07E•
UNLESS OTHERWISE SHOWN ON PLAN, S /DE SEWfR SHALL NAVE A M/N /MUM
4' COVER AT PROPERTY LINE OR 3 -5' LO{YER THAN THE LOWEST HOUSE
ELEVAnON, WH /CHEV£R /S LOWER.
UNLESS OTHERWISE APPROVED BY THE C /TY, MAKE TAP THROUGH CAST
IRON SADDLE SECURED TO SEWER MAIN W9TH S7A /NCESS STEEL BANGS
WHEN CONNECANG NEW S /DE SEWERS TO EX /SONG MA /N.
VTTR /FIFO CLAY, PLA /N AND RELNFORCED CONCRETE, D. /. P /PE AND C.l.
P /PE SL"4Y1 -R MA /NS ARE TO BE CORE DR /LLED
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S /DE SEWER DETA /L
NO SCALE
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CONTRACTOR SHAV MA /NTAIN AOCURAIE AS -BUILT RECORDS OF AV SYDE SEWER LOCATONS ALL S /DE SEWERS SHAV
BE TESTED AT THE nME OF MA /N LINE TESDNG.
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23. WHERE A WATER MA /N CROSSES ABOVE nlE SAN /TARP SEWER, AND LESS IRAN 3'0" OF V£RnCAL CLEARANCE EXISTS
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BETWEEN IIiE TOP -0F SEWER AND BOTTOM OF WATER MAIN, THE SEWER SHAV BE CONSTRUCTED OR RECONSTRUCIEO W91H
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DUCTLE /RON P /PE (CLASS 50J FOR A M!N /MUM HOR /ZONTAL D /STANCE OF 10' ON EACH S/DE OF THE WATER MA /N
74711 N.E. 29th Place Saite #101
Bellevue, Washington 98007
CROSS /NG.
24. SAN /TARP SEWER MA /N LINES (B° D /AMETEK AND LARGER) SHAV NOT BE CONSTRUCTED ANY CL7SER THAN 10 FEET TO
ANY BU /CD /NG OR 5 FEET TO ANY CARPORT.
= 25. NEW CONNECTIONS TO EX /SONG FACILITIES SHALL BE SEALED OFF UNTIL UPSTREAM CONSTRUCTON /S F7N /SHED,
TESTED, CLEANED ANO ACCEPTED. AV CONSIRUC770N DEER /S AND WRIER SHALL BE REMOVED PRIOR TO OPEN /NG THE
SEAL. ALL TESTING SHALL BE /N THE PRESENCE OF A CNY OF RENTON /NSPECTOR.
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28. PR /OR TO ACCEPTANCE OF CONSTRUCTON AND /OR /SSVANCE OF pCCUPA.N.CY PERNNS, ENGIN.E£R /SURVEYOR- CERnfIED
AS -BU /LT DRAWINGS MUST BE PREPARED OF ALL SAN /TARP SEWER FAC /LInES.
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m: rr
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� 10' MIN.
(^ -�B" BUILD /NG SEWER P /PE
\ i 1
`- TEE W7TH B" SIDE OUTLET � CCEANOUT -SEE J
DETA /L LEFT
2':r 4" STUD SERV/CE MARKER PA /NT UPPER
PORnON WHNE ANS STENCIL ON S /DE
{tTJRD /NG SEWER° W77H 3 "' H /GH BLACK LETTERS.
AND,/6' WERE WRAPPED AROUND THE STUD AND
EXTENDED TO 7NE TOP OF THE STUD.
aS /DE VEYY E/7 DETA /L
NO SCALE
BO" ALLOWADCE MAX.
FOR CAST /RON PIPE
OR DUCTILE IRONP /PE.
1.3.•5 M /X�7 �' � G�1
e�ar�NG / � PAIN 2� MPx. GR � 8 � {(INS
( GGN E 2 %M /N SLOPE
HORIZONTAL
8'" SIDf OURET TEE
SEWER MA /N 1 EWER MA /N
CONCRETE BLOCK /NG ANGLE
`O OF TEE AT MA /N OVER 25' TIP /CAL S/DE SEWER ELEVAnON
ELEVAnON
N07E•
UNLESS OTHERWISE SHOWN ON PLAN, S /DE SEWfR SHALL NAVE A M/N /MUM
4' COVER AT PROPERTY LINE OR 3 -5' LO{YER THAN THE LOWEST HOUSE
ELEVAnON, WH /CHEV£R /S LOWER.
UNLESS OTHERWISE APPROVED BY THE C /TY, MAKE TAP THROUGH CAST
IRON SADDLE SECURED TO SEWER MAIN W9TH S7A /NCESS STEEL BANGS
WHEN CONNECANG NEW S /DE SEWERS TO EX /SONG MA /N.
VTTR /FIFO CLAY, PLA /N AND RELNFORCED CONCRETE, D. /. P /PE AND C.l.
P /PE SL"4Y1 -R MA /NS ARE TO BE CORE DR /LLED
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S /DE SEWER DETA /L
NO SCALE
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74711 N.E. 29th Place Saite #101
Bellevue, Washington 98007
425.885.7877 Fax 425- 885.7963
ENGINEERING
PLANNING
/DESIGN
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SURVEYING
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