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JOB No. DESIGNED: PROJECT ENGINEER:
5003- 1000 -03 B.A.B. / K.O.C. B.A.B. .
SCALE: DRAWN BV: APPROVED BV:
C.L.K. /(/eta l • " w •' • 2615 Fourth Avenue
1' ° 40' Fourth & Vine Building
CHECKED BV: DATE:
• Seattle, Wash., 98121
No. DATE BV REVISION MA. D.
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SOUTHGATE OFFICE SHEET.
PLAZA ..ilcm e
Renton Washington
SANITARY SEWER PLAN 'BHT CO OF 8
GENERAL NOTES
1. All materials and workmanship shall conform to the standards and
specifications of the city of Renton and the 1984 Standard
Specifications for Road, Bridge, and Municipal Construction by WSOOT
and APWA - Washington State Chapter. It is the responsibility of the
contractor to obtain copies of these documents. In case of conflicts.
the standards and specifications of the City of Renton shall be used.
2. Datu• is the City of Renton. BM No. 1040, Elevation 18.42, top of
luminaire base on
chiseled square at southeast corner of concrete
westside of Lind Avenue approximately station 24.15. SM No. 1041.
Elevation 18 52 top of chiseled square at southwest corner of
luminairc base 75 feet north of northeast
concrete approximately
corner of Lind Avenue and 19th Street intersection.
3. Caution - extreme hazard - overhead electrical service lines are not
shown on the drawings. The contractor is responsible for determining
the extent of any hazard created by overhead electrical power in all
areas and shall follow procedures during construction as required by
law and regulation. Prior to construction, the contractor shall meet
With utility owners, determine the extent of hazard, determine
remedial measures and take whatever precautiuns that may be required.
4, identification, location, marking and responsibility for underground
facilities or util hies are governed by the provisions of RCW 19.122.
5. underground utility service lines including, but not limited to,
sanitary sewer, gas, water, drains, electricity, telephone, TV cable,
and culverts shall be maintained, relocated, rerouted, removed or
least interference with
restored by the Contractor with the Possible
such services.
6. The right is reserved by owners of utilities and franchises to enter
any street, road, right -of -way, or easement for the purpose of
maintaining their property and for making necessary repair or
adjustments caused by the contractor's operations. Th e contractor
shall hold the owner harmless of any costs so incurred.
7. A copy of this plan most be on -site whenever construction is io
progress.
8. It shall be the responsibility of the contractor to obtain street use
and any other related permits prior to any construction in city
right -of -way.
9. The contractor shall provide and maintain temporary facilities for
sedimentation to ensure that 'sediment -laden water does not enter the
storm drainage system or water bodies.
30. The contractor is solely responsible for the means, methods and
sequence of construction and for the safety of workers and public on
the construction site.
11. All existing curbs, landscaping and pavement which are to remain shall
be restored to original condition as approved by the engineer or
owner. The contractor is responsible for damage to any existing
facilities caused by his operations.
12. A preconstroction conference and twenty -four hour notice will be
required prior to starting new construction.
13. Locations of the structures shown hereon are approximate. Exact
locations shall be field set by the engineer.
14. Manholes and cleanouts shall be installed in accordance with City of
Renton standard plan.
15. All sanitary sewer pipe to be polyvinyl chloride pipe conforming to
the provision of ASTM D 3034, SDR 35. Pipe joints shall confann to
ASTM D 3212 using restrained gasket conforming to ASTM F 477.
16. All fittings to be injection molded tees or factory solvent cemented
saddle tees.
17. All pipe bedding shall be per City of Renton standard plan. All
trench backfill shall be compacted to minimum 90% per ASTM D1557 -0.
18. All sanitary sewers shall be pressure tested in accordance with the
specifications of the City of Renton. All pressure testing shall be
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done in the presence of a representative of the City of Renton.
19. All connections to existing sewer to be accomplished by the
Contractor. The contractor shall excavate completely around the
existing manhole to insure against unbalanced loading on tha manhole.
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The contractor shall keep the manhole in operation at all times and
take precautions necessary to prevent any debris or other materials
from entering the sewer. The contractor may be required to install a
tight pipeline bypass through the existing channel.
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20. Inspection will be accomplished by a representative of the City
Renton. It shall be the contractor's responsibility to notify the
0tility It 24 hours in advance of backfilli ng 01
construction.
21. Certified as -built drawings shall be provided to the City of Renton
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upon completion of the sanitary sewer installation.
22. All sanitary sewers shall require T.V. inspection.
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SOUTHGATE OFFICE SHEET.
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Renton Washington
SANITARY SEWER PLAN 'BHT CO OF 8
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IL—Fa11 SECTION A -A
h°— SECTION +' —A--A,
• FOR LDGKIIJG LID USE OLYMPIC FOUNDI2f
# MCI DCi OR P_QUAL.
MANHOLE FRAME a COVER
D _j Q _
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20 PROP05ED GRADE 20
___ — _ - - - - -- ` >1
_____— ---- ---- - - - - -- �EX15TING GRADE T
15 _ � - - -_ - -- �� PROPOSED 12-STORM I 15
PROPOSED YWATER I
ID
PRIVATE 10
a" Pvc 34 L.F. 5" PVC
TOP 15.3 5 =0016
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INV. 196 Ex.
c 6" STUB TOP 15.1
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A5 SPECIFIED.
PLUG TO bt 5EALED IN SAM E
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5 SF EN Fj;
ALL MATERIALS AND WORKMANSHIPSHALL CONFORM TITHE STANDARDS AND 16. THE HOURS OF WORK IN THE Snu ET'RIGNT -0F -WAY SHALL BE LIMITED TO 8:30
SPECIFICATIONS OF THE CITY. OF RENTON AND THE 1988 STANDARD A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY
SPECIFICATIONS FOR ROAD. BRIDGE. AND MUNICIPAL CONSTRUCTION BY WSGOT THE DEPARTMENT OF PUBLIC WORKS AT 275 -]620. ALL STREET CLOSURES,
AND APWA- WASHINGTON STATE CHAPTER. IT IS THE RESPONSIBILITY OF ME PARTIALOR FULL., SHALL BE APPROVED BYTHE DEPARTMENT OF PUBLIC WORKS
CONTRACTOR TO OBTAIN COPIES OF THESE DOCUMENTS, IN THE CASE OF 24 HOURS INMVANM THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911
CONFLICTS, THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON SHALL BE NOTTF® 24 HOURS M ADVANCE.
SHALL BE USED. I - -
IT. ALLSANTTARYSEWFAS SHALL BE PRESSURETTSTPD IN ACCORDANCEWIi M
Z. DATUM IS THE CITY OF RENTON. RM NO. 1010, ELEVATION 18.42. TOP OF SPECRlCA710N5 OF THE CRY OF RENTON. ALL PRESSURE TESTING SHALL BE
CHISELED SQUARE AT SOUTHEAST CORNER OF LUMINAIRE CONCRETE BASE ON DONE M THE PRESENLH OF A REPRESENTATIVE OF TINE CRY OF RENTON.
WES TSIDE OF LIND AVENUE APPROXIMATELY STATION 15. BM NO. [NJ.
ELEVATION ISM. TOP OF CHISELED SQUARE AT SOURWEST CORNER OF I8. ALL CONNECTIONS TO FISTING SEWER TO BE ACCOMPLISHED BY THE
LUMMAIRE CONCRETE BASE APPFOXMAMLY 2S FEET NORTH OF NORTHEAST CONTRACTOR. 9HECONIRAC7]RSHAI MCAVAIECOMPIETFLY AROUNDTNE
CORNER OF LIND AVENUE AND IFRE STREET INIFFSECIION. TOPOGRAPHY EXISTING MANHOLE TO INSURE AGAINST UNBALANCED LOADING ON THE
FROM AERAL SURVEY BY WALI®t k ASSOCIATES, INC. 12- IZ -85. M,,MOL I& THE CONIXAC OR SHAM KFFP ONE MAHMOLE IN OPERATION AT
py��fAp ALL TIMES AND TAKE PRECAUTIONS NECESSARY TO PREVENT ANY DEBRIS OR
1. CAUTION- EICREAE NNARD- ELECIFICALSERVICE LINES ARE NOT OIHM MATERIALS FROM ENTERING THE SEWER.
SHOWN ON THE DRAWNGS. THE CONIRACIQR IS RESPONSIBLE FOR
DEIERAUNING 'THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD 19. INSPECTION W BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF
ELECTRICAL PAYER R ALL AREAS AND SHAT L FOLLOW PROCEDURES DURING REKTON. R SHALL HIS THE CONTRACTOR'S RESPONSIBELTT TO NOTIFY THE
CONSTRUCTION AS REQUIRED BY LAW AND REGULATION. PRIOR TO UTILITY DEPARTMENT N HOURS IN ADVANCE OF BACKFILL.ING ALL
CONSTRUCTION, THE CONTRACTOR SHALL MEET WITH UTILITY OWNERS. CONSTRUCTION.
DEIFRRONE THE EXTENT OF HAZARD. DETERMINE REMEDIAL MEASURES AND
TAKE WHATEVER PRECAUTIONS MAT MAY BE REQUIRED. 20. CERTIFIED AS -BUILT DRAWINGS SHALL: BE PROVIDED TO THE CITY OF RENTON
UPON COMPLETION OF THE SANITARY SEWER INSTALLATION.
N. IDENTIFICATION, LOCATION, MARKING AND RESPoNSIBBlIY FOR UNDERGROUND
FACRITES OR UTILITIES ARE GOVERNED BY THE PROVISIONS OF RCW 19.IY1. 21. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND
5. UNDERGROUND UTILITY SRIRVKf ILNFS INCLUDING, BUf NOT LIMFIED lO, CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY
SANITARY SEWER GAS, WATq DRAIS, lRPX.TRICT', TIIFPNONE, TV CABLE, LOCATE CALL NB -HOOKS LOCATORS. 1- 80D"245555.
AND CULVERTS SHALL BE MAINTAINED, RELOCATED, REROUTED, REMOVED OR
RESTORED BY THE CONTRACTOR WITH ME LEAST POSSIBLE INTERFERENCE 122. SITE PLAN HORIZONTAL CONTROL AND DIMENSIONAL DATA IS SHOWN ON
WIIA SUCH SERVICE. ARCHRECF'S SIZE PLAN.
6. THE RIGHT MOVED BY OWNERS OF UTILTU -S AND FRANCHISES TO ENTER 23. PLANSAPPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL
ANY STREET. ROAD, RIGHT-OF-WAY, OR BASEMENT FOR THE PURFOSE OF TAKE PRECEDENCE OVER ALL OTHER PLANS.
MAINTAINING MM PROFERTT AND FOR MAKING NECESSARY REPAIR OR
ADJUSTMENTS CA USEDRYTHECW MCRE'SOERATIONS. THECONTRACTOR 24. BACKFU.L SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS
SHALL HOLD ME OWNER HARMLESS OF ANY COSTS SO INCURRED. - WITH A LOOSE AVERAGE DEPTH OF 6INCHES, MAXIMUM DEPTH OF 8 INCHES.
THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY.
T. A COPY OF THIS PLAN MUST BE ONSH E WHENEVER CONSTRUCTION IS IN THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH ME PROGRESS THE Fl OVER PIPE SHALL BE TH S ME AS DESCRIBED ETE
MATERIALS TO COMPL
e. R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE
AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION IN THE CITY U. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED
RIGHT -0F -WAY. ROADWAY SHALL BE BACXFI I ED WITH CRUSHED ROCK AND MECHANICALLY'
COMPACTED. CUTS INTO THE EIUSDM ASPHALT SNAIL. BE NEATTDNE CUT RIIH
9. ALL SEDIMENTATIONJFROSN)N FACILITIES MUST BE IN OPERATION PRIOR TO SAW IN CONTINUOUS LINE. A TEMPORARY MIX PAWN MUST. BE PLACED
CLEARINGANDBUIDINICONSTRUCTION, ANDTHEYMUSTSESATISFACTORILY MM•DATELY AFTER BACKFBL. AND COMPACTION. A PERMANENT HOT MIX
MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR PATCH SHALL BE PLACED WITHIN IO DAYS AND SHALL BE FFRCITY OF RENTON
ON -SITE EROSION HAS PASSED. CURRENT STANDARDS.
10 THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS. METHODS AND M. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCINED OR OTHERWISE
SEQUENCE OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND PUBLIC STABBLZ EDTOTHESATLSFACIONOFTHEDEPARM [ENTFORTHEPREVENTON
ON THE CONSTRUCTION SITE. OF ONSTIE EROSION AF EII TILE COMPLETION OF CONSTRUCTION.
I I ALL EXISTING CURBS, LANDSCAPING AM PAVEMENT WHICH ARE TO REMAIN 27. ALL PIPE AND APPURTENANCES SHALL BE LAO] ON A PROPERLY PREPARED
SHALL BE RESTORED TO ORIGINAL CONDITION AS APPROVED BY THE ENGINEER FOUNDATION W ACCORDANCE WITH SECTION T,(2.3(J) OF THE CURRENT STATE
OR OWNER. THE CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING OF WASHINGTON STANDARD SPP.C[FICAMNS FOR ROAD AND BRIDGE
ON UCTION TINS SHALL ICLwe NECESSNtr LEVELING OF TIE TRENCH
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��•I'��— 51 I.,S nTT.III �--' —I )• —zv :° I I�/e'.
Ilr' 24"
IL—Fa11 SECTION A -A
h°— SECTION +' —A--A,
• FOR LDGKIIJG LID USE OLYMPIC FOUNDI2f
# MCI DCi OR P_QUAL.
MANHOLE FRAME a COVER
D _j Q _
m
+ ? W
V) N 1-
ui
50 �+
20 PROP05ED GRADE 20
___ — _ - - - - -- ` >1
_____— ---- ---- - - - - -- �EX15TING GRADE T
15 _ � - - -_ - -- �� PROPOSED 12-STORM I 15
PROPOSED YWATER I
ID
PRIVATE 10
a" Pvc 34 L.F. 5" PVC
TOP 15.3 5 =0016
S:D.DIIn
INV 10.°11 IN
5 INV. 10.81 OUT o 5
INV. 196 Ex.
c 6" STUB TOP 15.1
INV. 7.32 INV. 5.17
2t40 2 +DO 1+00 0 +00
SCALE: H -1" = 20' : NXdtM- 1Z °t?
V 1" = 5' �i y1BdDED e pti,•
t Of( 4PPROVAL
']Y 6 1114- -4dlkv/, S A NITARY 1=_Vg6k VTIQTII
PLA IgEVIFW 10 -23 90
1/7-q— .fib "5R%CE -5 5PACED -5/4"
A5 INDICATED - iWt. I /b"
D 0
D
0 0 0
D
I /6'IRAISE- I/T'WIDE 1
E�RDE:R —
IO"
q l 12 ¢
3/4^ 5/5'' FIESER JOINT
7 PACKING
a'
15" %8 6END
CASE IRON RING AND COVER
PIPE MAMQIAL
A5 SPECIFIED.
PLUG TO bt 5EALED IN SAM E
MANNER A5 MAIN 5EW1:R JOINT5.
W.
6" CLEAN -OUT
5 SF EN Fj;
ALL MATERIALS AND WORKMANSHIPSHALL CONFORM TITHE STANDARDS AND 16. THE HOURS OF WORK IN THE Snu ET'RIGNT -0F -WAY SHALL BE LIMITED TO 8:30
SPECIFICATIONS OF THE CITY. OF RENTON AND THE 1988 STANDARD A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY
SPECIFICATIONS FOR ROAD. BRIDGE. AND MUNICIPAL CONSTRUCTION BY WSGOT THE DEPARTMENT OF PUBLIC WORKS AT 275 -]620. ALL STREET CLOSURES,
AND APWA- WASHINGTON STATE CHAPTER. IT IS THE RESPONSIBILITY OF ME PARTIALOR FULL., SHALL BE APPROVED BYTHE DEPARTMENT OF PUBLIC WORKS
CONTRACTOR TO OBTAIN COPIES OF THESE DOCUMENTS, IN THE CASE OF 24 HOURS INMVANM THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911
CONFLICTS, THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON SHALL BE NOTTF® 24 HOURS M ADVANCE.
SHALL BE USED. I - -
IT. ALLSANTTARYSEWFAS SHALL BE PRESSURETTSTPD IN ACCORDANCEWIi M
Z. DATUM IS THE CITY OF RENTON. RM NO. 1010, ELEVATION 18.42. TOP OF SPECRlCA710N5 OF THE CRY OF RENTON. ALL PRESSURE TESTING SHALL BE
CHISELED SQUARE AT SOUTHEAST CORNER OF LUMINAIRE CONCRETE BASE ON DONE M THE PRESENLH OF A REPRESENTATIVE OF TINE CRY OF RENTON.
WES TSIDE OF LIND AVENUE APPROXIMATELY STATION 15. BM NO. [NJ.
ELEVATION ISM. TOP OF CHISELED SQUARE AT SOURWEST CORNER OF I8. ALL CONNECTIONS TO FISTING SEWER TO BE ACCOMPLISHED BY THE
LUMMAIRE CONCRETE BASE APPFOXMAMLY 2S FEET NORTH OF NORTHEAST CONTRACTOR. 9HECONIRAC7]RSHAI MCAVAIECOMPIETFLY AROUNDTNE
CORNER OF LIND AVENUE AND IFRE STREET INIFFSECIION. TOPOGRAPHY EXISTING MANHOLE TO INSURE AGAINST UNBALANCED LOADING ON THE
FROM AERAL SURVEY BY WALI®t k ASSOCIATES, INC. 12- IZ -85. M,,MOL I& THE CONIXAC OR SHAM KFFP ONE MAHMOLE IN OPERATION AT
py��fAp ALL TIMES AND TAKE PRECAUTIONS NECESSARY TO PREVENT ANY DEBRIS OR
1. CAUTION- EICREAE NNARD- ELECIFICALSERVICE LINES ARE NOT OIHM MATERIALS FROM ENTERING THE SEWER.
SHOWN ON THE DRAWNGS. THE CONIRACIQR IS RESPONSIBLE FOR
DEIERAUNING 'THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD 19. INSPECTION W BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF
ELECTRICAL PAYER R ALL AREAS AND SHAT L FOLLOW PROCEDURES DURING REKTON. R SHALL HIS THE CONTRACTOR'S RESPONSIBELTT TO NOTIFY THE
CONSTRUCTION AS REQUIRED BY LAW AND REGULATION. PRIOR TO UTILITY DEPARTMENT N HOURS IN ADVANCE OF BACKFILL.ING ALL
CONSTRUCTION, THE CONTRACTOR SHALL MEET WITH UTILITY OWNERS. CONSTRUCTION.
DEIFRRONE THE EXTENT OF HAZARD. DETERMINE REMEDIAL MEASURES AND
TAKE WHATEVER PRECAUTIONS MAT MAY BE REQUIRED. 20. CERTIFIED AS -BUILT DRAWINGS SHALL: BE PROVIDED TO THE CITY OF RENTON
UPON COMPLETION OF THE SANITARY SEWER INSTALLATION.
N. IDENTIFICATION, LOCATION, MARKING AND RESPoNSIBBlIY FOR UNDERGROUND
FACRITES OR UTILITIES ARE GOVERNED BY THE PROVISIONS OF RCW 19.IY1. 21. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND
5. UNDERGROUND UTILITY SRIRVKf ILNFS INCLUDING, BUf NOT LIMFIED lO, CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY
SANITARY SEWER GAS, WATq DRAIS, lRPX.TRICT', TIIFPNONE, TV CABLE, LOCATE CALL NB -HOOKS LOCATORS. 1- 80D"245555.
AND CULVERTS SHALL BE MAINTAINED, RELOCATED, REROUTED, REMOVED OR
RESTORED BY THE CONTRACTOR WITH ME LEAST POSSIBLE INTERFERENCE 122. SITE PLAN HORIZONTAL CONTROL AND DIMENSIONAL DATA IS SHOWN ON
WIIA SUCH SERVICE. ARCHRECF'S SIZE PLAN.
6. THE RIGHT MOVED BY OWNERS OF UTILTU -S AND FRANCHISES TO ENTER 23. PLANSAPPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL
ANY STREET. ROAD, RIGHT-OF-WAY, OR BASEMENT FOR THE PURFOSE OF TAKE PRECEDENCE OVER ALL OTHER PLANS.
MAINTAINING MM PROFERTT AND FOR MAKING NECESSARY REPAIR OR
ADJUSTMENTS CA USEDRYTHECW MCRE'SOERATIONS. THECONTRACTOR 24. BACKFU.L SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS
SHALL HOLD ME OWNER HARMLESS OF ANY COSTS SO INCURRED. - WITH A LOOSE AVERAGE DEPTH OF 6INCHES, MAXIMUM DEPTH OF 8 INCHES.
THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY.
T. A COPY OF THIS PLAN MUST BE ONSH E WHENEVER CONSTRUCTION IS IN THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH ME PROGRESS THE Fl OVER PIPE SHALL BE TH S ME AS DESCRIBED ETE
MATERIALS TO COMPL
e. R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE
AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION IN THE CITY U. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED
RIGHT -0F -WAY. ROADWAY SHALL BE BACXFI I ED WITH CRUSHED ROCK AND MECHANICALLY'
COMPACTED. CUTS INTO THE EIUSDM ASPHALT SNAIL. BE NEATTDNE CUT RIIH
9. ALL SEDIMENTATIONJFROSN)N FACILITIES MUST BE IN OPERATION PRIOR TO SAW IN CONTINUOUS LINE. A TEMPORARY MIX PAWN MUST. BE PLACED
CLEARINGANDBUIDINICONSTRUCTION, ANDTHEYMUSTSESATISFACTORILY MM•DATELY AFTER BACKFBL. AND COMPACTION. A PERMANENT HOT MIX
MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR PATCH SHALL BE PLACED WITHIN IO DAYS AND SHALL BE FFRCITY OF RENTON
ON -SITE EROSION HAS PASSED. CURRENT STANDARDS.
10 THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS. METHODS AND M. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCINED OR OTHERWISE
SEQUENCE OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND PUBLIC STABBLZ EDTOTHESATLSFACIONOFTHEDEPARM [ENTFORTHEPREVENTON
ON THE CONSTRUCTION SITE. OF ONSTIE EROSION AF EII TILE COMPLETION OF CONSTRUCTION.
I I ALL EXISTING CURBS, LANDSCAPING AM PAVEMENT WHICH ARE TO REMAIN 27. ALL PIPE AND APPURTENANCES SHALL BE LAO] ON A PROPERLY PREPARED
SHALL BE RESTORED TO ORIGINAL CONDITION AS APPROVED BY THE ENGINEER FOUNDATION W ACCORDANCE WITH SECTION T,(2.3(J) OF THE CURRENT STATE
OR OWNER. THE CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING OF WASHINGTON STANDARD SPP.C[FICAMNS FOR ROAD AND BRIDGE
ON UCTION TINS SHALL ICLwe NECESSNtr LEVELING OF TIE TRENCH
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BOTTOM DOME TOPOFTHE FOUNDATION MATERLAL AS WELL AS RACBMPNT
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12. A PRECONSTRUCI'IGH CONFERENCE AND TWENTY -FOUR HOUR NOTICE wR1 BE
REQUIRED PRIOR TO STARTING NEW CONSTRUCTION.
AND COMPACTION OF MQURED BEDDING MATERIAL, TO UNIPORM GRADE SO
THAT THE ENTIRE LENGTH OF THE PIPE WIL BE SUPPORTED ON A UNE'ORMLLY
J
O. MANHOLES AND CLEANOtRS SNAIL BE INSALIEDIN ACCORDANCE wfIHCT'
OF RENTON STANDARDS.
DENSEUMTEDDIGBASE. PB'EBEDDEG SHAH BE PPAGMVE.6'ABOYEAw
BELOW TIME PIPE.
o LL
•IN. ALL SANITARY SEWER PVETOBSDR35, CHLOME PIPE
ZA. INUMMPROVETINISHE GRADEE TO EXTEND MINMIIM MUS SLOPEIHEM
IN PAVED AREA, COVEt MI:Sf SLOPE DJ All
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THEPROSINGR RESTRAINED ON PIPMINGT SNAIL CONFORM TO ASTM
O 3212 USING RFSIRAEED OASIO':T COHFORMBNG TO ASTIR F NIT.
15. ' AILFDTTNGSTOBEINIP WnCE'DN ED
ATCHDGRADE.
DRECIlON3,T0 MATCH PAVING.
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'
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