The URL can be used to link to this page

Home My WebLink AboutS-180505FOR %8"- [I N.C. A 14, 5.5. SCC. NDCAP SCD_EW (5 2EQ'R) A ttP Now-5VID 4 PATTERN /z"lYP _' B; 2 "RAI5ED LETTER$ IT /e're A =o= A. 0 � 0 UNDER5I0E SIJOM MIZ CLARITY ?'4" COI° (WP) ON 2511 ETC. DRILL¢TAP 5 /g " -I I N.C. I1/2 "CORE (TYE) ON 23" 5.C.(TYP. 3 PL) COVE a (LXING) FRAME (LDUCING) N0N-5KJD 5 PPATTERN(TYP) ��•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 Z 0 Q W O m a° ai OLL ZY� zo 0 na N K my J =r m p �v Q W S �r to Q W Np xa. ra. w 0 z F— c _J ° cc a D_ C O CC (Lf) C� ,. "0 z� o_ U o 0 v J Z � 'Q r W N Z F_ Q W 0 � � 0 F- W 4 'O LL a• N.:..:.. V/ � r O 'C 33y�a A-Pr o,W J 0 � O oy v C Q h " 0 • O b �N N CNI L C cm C C C ED L d W Ee 1_il� p c 3 C .E C c L C Y L =UY FACILITMIS CAUSED BY HIS OPERATIONS. ' -OLYMPIC FDRY. 5 #mw .:50 D/TOR EQUAL. 12. A PRECONSTRUCI'IGH CONFERENCE AND TWENTY -FOUR HOUR NOTICE wR1 BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. 24" ADJU5TMENT 4'MIN. J N CUIJE DENSEUMTEDDIGBASE. PB'EBEDDEG SHAH BE PPAGMVE.6'ABOYEAw BELOW TIME PIPE. M02TA¢ JOINT5 b "MIFJ.�� 5ECT10}.1 STEFS -5/4 "DEFORMED BAR 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. ' a b� .CTIONMOLDEDTEUMFACrORYSO - SADDLE TEES... W W p — MAX.PIPE 51ZE ZI "LIT. �WQ LADDER -STD. ALUMINUM Qa OR GALVAtJIZED STEEL.. CUNC2ETE SHELF MORTAR FILLET— r PRECAST F-ASE 5ECTIOtJ OR CAST INK PLACE SANITARY MANHOLE TYPICAL DETAIL FOR %8"- [I N.C. A 14, 5.5. SCC. NDCAP SCD_EW (5 2EQ'R) A ttP Now-5VID 4 PATTERN /z"lYP _' B; 2 "RAI5ED LETTER$ IT /e're A =o= A. 0 � 0 UNDER5I0E SIJOM MIZ CLARITY ?'4" COI° (WP) ON 2511 ETC. DRILL¢TAP 5 /g " -I I N.C. I1/2 "CORE (TYE) ON 23" 5.C.(TYP. 3 PL) COVE a (LXING) FRAME (LDUCING) N0N-5KJD 5 PPATTERN(TYP) ��•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 Z 0 Q W O m a° ai OLL ZY� zo 0 na N K my J =r m p �v Q W S �r to Q W Np xa. ra. w 0 z F— c _J ° cc a D_ C O CC (Lf) C� ,. "0 z� o_ U o 0 v J Z � 'Q r W N Z F_ Q W 0 � � 0 F- W 4 'O LL a• N.:..:.. V/ � r O 'C 33y�a A-Pr o,W J 0 � O oy v C Q h " 0 • O b �N N CNI L C cm C C C ED L d W Ee 1_il� p c 3 C .E C c L C Y L =UY FACILITMIS CAUSED BY HIS OPERATIONS. ' C SR BOTTOM DOME TOPOFTHE FOUNDATION MATERLAL AS WELL AS RACBMPNT W 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 IBMCTIOWTOF 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. ' a ' .CTIONMOLDEDTEUMFACrORYSO - SADDLE TEES... W W p �WQ Qa J Job 4 BJ66.05 m ® ® I I ' ' Z wll. AIn n t n1 w'I n'r n i n'r-2 n' E