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Home My WebLink AboutR-3847128O Nt W N a now IR Y d 3 ' 1Ra O u Q Q 2 CL Z OJ cr W yj Nit o 3 W Y SEAL W TH AX AND OR EUAL AND DRF SAGE PQ6tlNCNTS SF(-M(jN A -A N'D,ES e CHIEPAYENEM ANO BAY MATFAIMSFIRM WSISFO WXICX IS E W,LL TO TXE pIM,EIEX (f ME _MME P W 3 F W 0. FEET. RUDERTLAS OR ONCE TE SUDDEN ST ,P 409.1 NEER RINGS OR LCNCPEIE &04Y8 PER STD: MN 900.1. 1. TURNPIKE EiCAV4TED MATERIAL NOR AMINIMUM OF 3'QF GLASS RE ASFYALT OR TO A DEPTH THAT IS Y BELUY THE WIIOM'OF TH E WPER ADJUSTMENT Al NOW ICHPJERK GgEgTER UX A8 MP11O4E0 SY 1XE EN31NEFq. 3 ALL JONES SENREX THE CONE ADJUSTMENT RINGS, BbCY3 PIN FR4ME SXNL BP tllOJifD <. ADJUSTMENT OF THE FRAME TO MIME 31 SE RINGS LIBHFA WITfACOMS,NPl1IXBqi OFAOSJHNILL OEE PRAPTOCRAEARNMIGdDA1RONN pi TIj E SF OP 6MM50 PNUIEYIBIO, PUBLIC WORKS TYPICAI. UTILITY COVER ➢EPAATMBNT ADJUSTMENT FOR PAVEMENT OR OVERLAY RECESSED LIFT POCKET t 117 `B - II N.G. SOCKET NO 2` AQ SCREW I W LONG La tBFON}i 5N( $S) 1 x 2' RAISED PADS T CLASS MOO tSAND OR EXPANDABLE FOAM WATER TIGHT PLUG 2" M. K' 48' (1 /8) OEM 2:. " or 2" G� 12 X - r �P 14• 9'V 4 ST IRON RING AND COVER 4D?off PET MATERIAL AS SPECIFIED BY THE ENGINEER �— 45'(1/0) BEND NOTES L 9' AND 6' CL£ANOURS ON SEWER MAINS SHALL BE EAST JOIN AN IRM WORKS. INC NA u98 M EWu. CUBAN OUT SIAL_ BE A WATER TIGHT ASSEMBLY. 2 IN UNIMPROVED AREAS, POINT A I' -Q' THICK Y-0' $T(ARC CONCRETE. C SS 3000, PAb AROUND THE RING AND COYER. /AA'/1^1_IA PUBLIC WORI(9 8 O 6INCH CLEAM-0UT IDD' FILAN -40114 �1 DEFPARTIIENT' FOR SANITARY SIM SEPTEMBER 2013 A8-BLILT NOTE VEMr.6L DA7W THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY BARGHAUSEN CIN OF RENTON, NAVD 88 �T p CONSULTING ENGINEERS AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM G CALL WORKING DAYS ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MAIN SYSTEMS. FIELD VERIFIED ]WEST AND RIM ELEVATIONS WERE OBTAINED BY DEACON AND NORTHWEST CONSTRUCTION IN AUGUST 2017. A BENCHMARK' BEFORE YOU DIG FIELD SURVEY BY BARCHAUSEN CONSULTING ENGINEERS WAS ALM CONDUCTED IN OCTOBER 2017. CITY OF RENTON CONTROL THE ON-SITE PRIVATE STORM DRAINAGE FACILITIES AND PUBLIC/PRNATE WATER AND SEWER SYSTEMS POINT NO. 1864 WAS HELD SIC WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PIANS AND THE DOCUMENTED FIELD FOR ELEVATION, BEING OH REMSIONS AND FUNCTION AS INTENDED. 19,488 FEET (NAVD88) AS -BUILT Date Date Dote REMOVE MANHOLE COVER, IN ROADWAYS. RESTORE PER FRAME. ADJUSTMENT RINGS STANDARD PLAN 110.1 AND CONE (OR FLAT TOP) T OUTSIDE OF ROADWAYS, RESTORE TO A DEPTH OF AT LEAST TO MATCH THE ADJACENT AREA. 4 FEET BELOW THE FINISHED GRADE ELEVATION. COMPACTED SAND, GRAVEL BORROW ORCOF CONCRETE :PLUG (MINIMUM OF 12' IN LENGTH) OONCREIE PLUG �(MIMMUM OF 12 IN LENGTH) ea \DRAINAGE HOLE (TYPICAL)' NOSES; 1. DRILL A MINIMUM OF 4 - Z DRAINAGE HOLES IN THE BOTTOM OF THE MANHOLE. 2. PLUG ALL INCOMING AND OUTGOING PIPES WITH CONCRETE, 3. FILL THE MANHOLE 0.MTH COMPACTED SAND, GRAVEL BORROW (SECTION 9-03.14(1)) OR COF. 4. DEBRIS FROM BREAKING THE UPPER PORTION OF THE MANHOLE MAY BE MIXED WITH THE FILL MATERIAL SUBJECT TO THE APPROVAL OF THE ENGINEER. 5, THE FRAME AND COVER SHALL BE SALVAGED AND ALL OTHER MATERIAL DISPOSED OF. R N PUBLIC WORKS M. PLS - 4086 DRPAItTMEM ABANDON MANHOLE JAN(IABY 2011 IKEA PROPERTY INC 420 ALAN WOOD ROAD CONSHOHOCKEN. PA 19428 CONTACT: DWIGHT E. $LIPTON CONSTRUCTION MANAGER P: (610) 834-0180: CELL 303-549-4623 E: DNGIi.51ALpINNEALCM ENGINEER, BARGHAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KENT, WA 98032 CONTACT: JAY GRUBB, PE (425)251-6222 mP�GHats�Z o Z ? LP 02• 6CAAWQ ENGIIA CITY OF RENTON EJEPALFTTMENT OF PUBLIC WORKS SEWER NOTES AND DETAILS IKEA REDEVELOPMENT. RENTON. WA. 3 S-384708 R-3847128 T Z O 7 w U m i A L§ o I i x So � So gg O C1 C n p o _ Mi F OL SO N z IN m T 0 SEAL W TH AX AND OR EUAL AND DRF SAGE PQ6tlNCNTS SF(-M(jN A -A N'D,ES e CHIEPAYENEM ANO BAY MATFAIMSFIRM WSISFO WXICX IS E W,LL TO TXE pIM,EIEX (f ME _MME P W 3 F W 0. FEET. RUDERTLAS OR ONCE TE SUDDEN ST ,P 409.1 NEER RINGS OR LCNCPEIE &04Y8 PER STD: MN 900.1. 1. TURNPIKE EiCAV4TED MATERIAL NOR AMINIMUM OF 3'QF GLASS RE ASFYALT OR TO A DEPTH THAT IS Y BELUY THE WIIOM'OF TH E WPER ADJUSTMENT Al NOW ICHPJERK GgEgTER UX A8 MP11O4E0 SY 1XE EN31NEFq. 3 ALL JONES SENREX THE CONE ADJUSTMENT RINGS, BbCY3 PIN FR4ME SXNL BP tllOJifD <. ADJUSTMENT OF THE FRAME TO MIME 31 SE RINGS LIBHFA WITfACOMS,NPl1IXBqi OFAOSJHNILL OEE PRAPTOCRAEARNMIGdDA1RONN pi TIj E SF OP 6MM50 PNUIEYIBIO, PUBLIC WORKS TYPICAI. UTILITY COVER ➢EPAATMBNT ADJUSTMENT FOR PAVEMENT OR OVERLAY RECESSED LIFT POCKET t 117 `B - II N.G. SOCKET NO 2` AQ SCREW I W LONG La tBFON}i 5N( $S) 1 x 2' RAISED PADS T CLASS MOO tSAND OR EXPANDABLE FOAM WATER TIGHT PLUG 2" M. K' 48' (1 /8) OEM 2:. " or 2" G� 12 X - r �P 14• 9'V 4 ST IRON RING AND COVER 4D?off PET MATERIAL AS SPECIFIED BY THE ENGINEER �— 45'(1/0) BEND NOTES L 9' AND 6' CL£ANOURS ON SEWER MAINS SHALL BE EAST JOIN AN IRM WORKS. INC NA u98 M EWu. CUBAN OUT SIAL_ BE A WATER TIGHT ASSEMBLY. 2 IN UNIMPROVED AREAS, POINT A I' -Q' THICK Y-0' $T(ARC CONCRETE. C SS 3000, PAb AROUND THE RING AND COYER. /AA'/1^1_IA PUBLIC WORI(9 8 O 6INCH CLEAM-0UT IDD' FILAN -40114 �1 DEFPARTIIENT' FOR SANITARY SIM SEPTEMBER 2013 A8-BLILT NOTE VEMr.6L DA7W THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY BARGHAUSEN CIN OF RENTON, NAVD 88 �T p CONSULTING ENGINEERS AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM G CALL WORKING DAYS ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MAIN SYSTEMS. FIELD VERIFIED ]WEST AND RIM ELEVATIONS WERE OBTAINED BY DEACON AND NORTHWEST CONSTRUCTION IN AUGUST 2017. A BENCHMARK' BEFORE YOU DIG FIELD SURVEY BY BARCHAUSEN CONSULTING ENGINEERS WAS ALM CONDUCTED IN OCTOBER 2017. CITY OF RENTON CONTROL THE ON-SITE PRIVATE STORM DRAINAGE FACILITIES AND PUBLIC/PRNATE WATER AND SEWER SYSTEMS POINT NO. 1864 WAS HELD SIC WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PIANS AND THE DOCUMENTED FIELD FOR ELEVATION, BEING OH REMSIONS AND FUNCTION AS INTENDED. 19,488 FEET (NAVD88) AS -BUILT Date Date Dote REMOVE MANHOLE COVER, IN ROADWAYS. RESTORE PER FRAME. ADJUSTMENT RINGS STANDARD PLAN 110.1 AND CONE (OR FLAT TOP) T OUTSIDE OF ROADWAYS, RESTORE TO A DEPTH OF AT LEAST TO MATCH THE ADJACENT AREA. 4 FEET BELOW THE FINISHED GRADE ELEVATION. COMPACTED SAND, GRAVEL BORROW ORCOF CONCRETE :PLUG (MINIMUM OF 12' IN LENGTH) OONCREIE PLUG �(MIMMUM OF 12 IN LENGTH) ea \DRAINAGE HOLE (TYPICAL)' NOSES; 1. DRILL A MINIMUM OF 4 - Z DRAINAGE HOLES IN THE BOTTOM OF THE MANHOLE. 2. PLUG ALL INCOMING AND OUTGOING PIPES WITH CONCRETE, 3. FILL THE MANHOLE 0.MTH COMPACTED SAND, GRAVEL BORROW (SECTION 9-03.14(1)) OR COF. 4. DEBRIS FROM BREAKING THE UPPER PORTION OF THE MANHOLE MAY BE MIXED WITH THE FILL MATERIAL SUBJECT TO THE APPROVAL OF THE ENGINEER. 5, THE FRAME AND COVER SHALL BE SALVAGED AND ALL OTHER MATERIAL DISPOSED OF. R N PUBLIC WORKS M. PLS - 4086 DRPAItTMEM ABANDON MANHOLE JAN(IABY 2011 IKEA PROPERTY INC 420 ALAN WOOD ROAD CONSHOHOCKEN. PA 19428 CONTACT: DWIGHT E. $LIPTON CONSTRUCTION MANAGER P: (610) 834-0180: CELL 303-549-4623 E: DNGIi.51ALpINNEALCM ENGINEER, BARGHAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KENT, WA 98032 CONTACT: JAY GRUBB, PE (425)251-6222 mP�GHats�Z o Z ? LP 02• 6CAAWQ ENGIIA CITY OF RENTON EJEPALFTTMENT OF PUBLIC WORKS SEWER NOTES AND DETAILS IKEA REDEVELOPMENT. RENTON. WA. 3 S-384708 R-3847128 T Z O 7 w U m