The URL can be used to link to this page

Home My WebLink AboutS-384708mw Y d c 3 ' 1Ra O u cr Q Q N WW G Z j crW Q w 3 Q W Y m GTr 'z a OQ 0 Ez 5 � NwAN� a' DOc a C c a SEAL WIN AX 4000 OR EUAL AND ERx SAND PATOMNC SF(-M(jN A -A PPYENEM ANO BA6E MATFANL5 FO0. P 01$IANC£ WHICH ICX ISS E W PL Tp TXE 0 00#lEX (f ME iMME MUSPOUR FEET. AOJURT USING .PUMPS RINGS T.IIRS LFCPANCMEETIOE STDOW PMIESRSTO,FM N 409.1 1. REPLAOE ELCAVATED EMTEBML WOR AMINIMUM OF S'OF CAASS RE ASPHALT OR TO A DEPTH THAT IS Y BELOW THE WIIOM'OF THEOPERA AON6TRO MRINOWHSHPJW K GgEgTEq UX A8 MP11O4E0 SY 1XE EN31NEFq. 3 ALL ICINT6 BETWEEX THE CONE ADJUSTMEM RINGS, BbCY3 PHO FR4ME SXNLBPtlIWTED <. ADJUSTMENT OF THE FRAME TO GIME SH!li BE RINGSI8HE0 WITfACOMB,NPl1IXi CKSS STM6 PMOS, BRICMBANOMOq}pp XI�LYBRILN65W,LI.BE PRA6GEPEO TOCPFATEARUNMINGBdIp CA 1RBONO.Tje� B BFOP6MM50 PNUIRYIBIO, PUBLIC WOW WISICAL UTILITY COVER ➢EPAIiTMBRT ADJUSTMENT FOR PAVEMENT OR OVERLAY RECESSED LIFT POCKET t 117 `B - II N.G. SOCKET NO 2` AQ SCREW I W LONG �a (BFONM M 54) 1 x 2' RAISED PAPS T I \� �V 6 CONCRETE CLASS MOO tSAND OR EXPANDABLE FOAM 12 4' 14" WATER SORT _ PLUG 2„ M. K' 457 HIOU OEM t 2.. Y4 r JP ,14' 20 X- 14' 9aY 4 ST IRON RING AND COVER 4�`A�� PIPE MATERIAL AS SPECIFIED BY THE EMOMEER �— 45'(1/0) BEND N➢ff5 L 9' AND 6' CUEANOUTS ON SEWER MAIN$ SHALL BE EAST JORDAN IRM WORKS. INC N, SASS Of EWA. OLEAN OUT SHALL_ EE A WATER TIGHT ASSEMBLY. 2 IN UNIMPROVED AREAS, FOUR A I' -Q' THICK Y-0' $T(ARC CONCRETE. CLASS 3000, PAE) AROUND THE RING PNP COVER. PUBLIC WOW 8 OR 6 INCH CLEAM-0UT RE).� - 4034\ems IT DLFPAmvENT' FOR SAME ART SEWER NAINB $6P1'BNBER 20T3 AS -BUILT A8-BLILT N07E4 VEMr.6L DATUA 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/PRIVATE WATER AND SEWER SYSTEMS POINT NO. 1864 WAS HELD i WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PIANS AND THE DOCUMENTED FIELD FOR ELEVATION, BEING OH REVISIONS AND FUNCTION AS INTENDED. 19,488 FEET (NAVD88) 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 OR COE CONCRETE :PLUG (MINIMUM OF f' IN LEN6 ) CONCRETE PLUG (MINIMUM OF 12 IN. LENCIH) a p j \DRAINAGE HOLE (TYPICAL)' NOSES; 1. DRILL A MINIMUM OF 4 - 2' DRAINAGE HOLES IN THE BOTTOM OF THE MANHOLE. 2. PLUG ALL INCOMING AND OUTGOING PIPES WITH CONCRETE. 3. FILL THE MANHOLE WMTH COMPACTED SAND, GRAVEL BORROW (SECTOR 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 PUBWC WORKS M. PLR - 4086 DEPARPM1I19P ABANDON MANHOLE JANUARY 2011 IKEA PROPERTY INC 420 ALAN WOOD ROAD CONSHOHOCKEN. PA 19428 CONTACT: DWIGHT E. SLATON CONSTRUCTION MANAGER P: (610) 834-0180: (ELL 303-549-4623 E: DNGIi.51ALpINNEALCY ENGINEER, BARGHAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KENT, WA 98032 CONTACT: JAY GRUBB, PE (425)251-6222 mP�GHats�Z o Z ? LP 9• 6CAYWC ENGIN�� CITY OF RENTON EJEPARTMENT OF PUBLIC WORKS SEWER NOTES AND DETAILS IKEA REDEVELOPMENT. RENTON. A S-384708 R-3947128 N O W) cF L Lu W O_ T Z O 7 W U m I i x SO � SO gg O S C p _ o Mi F OL SO N z T fN m 0 SEAL WIN AX 4000 OR EUAL AND ERx SAND PATOMNC SF(-M(jN A -A PPYENEM ANO BA6E MATFANL5 FO0. P 01$IANC£ WHICH ICX ISS E W PL Tp TXE 0 00#lEX (f ME iMME MUSPOUR FEET. AOJURT USING .PUMPS RINGS T.IIRS LFCPANCMEETIOE STDOW PMIESRSTO,FM N 409.1 1. REPLAOE ELCAVATED EMTEBML WOR AMINIMUM OF S'OF CAASS RE ASPHALT OR TO A DEPTH THAT IS Y BELOW THE WIIOM'OF THEOPERA AON6TRO MRINOWHSHPJW K GgEgTEq UX A8 MP11O4E0 SY 1XE EN31NEFq. 3 ALL ICINT6 BETWEEX THE CONE ADJUSTMEM RINGS, BbCY3 PHO FR4ME SXNLBPtlIWTED <. ADJUSTMENT OF THE FRAME TO GIME SH!li BE RINGSI8HE0 WITfACOMB,NPl1IXi CKSS STM6 PMOS, BRICMBANOMOq}pp XI�LYBRILN65W,LI.BE PRA6GEPEO TOCPFATEARUNMINGBdIp CA 1RBONO.Tje� B BFOP6MM50 PNUIRYIBIO, PUBLIC WOW WISICAL UTILITY COVER ➢EPAIiTMBRT ADJUSTMENT FOR PAVEMENT OR OVERLAY RECESSED LIFT POCKET t 117 `B - II N.G. SOCKET NO 2` AQ SCREW I W LONG �a (BFONM M 54) 1 x 2' RAISED PAPS T I \� �V 6 CONCRETE CLASS MOO tSAND OR EXPANDABLE FOAM 12 4' 14" WATER SORT _ PLUG 2„ M. K' 457 HIOU OEM t 2.. Y4 r JP ,14' 20 X- 14' 9aY 4 ST IRON RING AND COVER 4�`A�� PIPE MATERIAL AS SPECIFIED BY THE EMOMEER �— 45'(1/0) BEND N➢ff5 L 9' AND 6' CUEANOUTS ON SEWER MAIN$ SHALL BE EAST JORDAN IRM WORKS. INC N, SASS Of EWA. OLEAN OUT SHALL_ EE A WATER TIGHT ASSEMBLY. 2 IN UNIMPROVED AREAS, FOUR A I' -Q' THICK Y-0' $T(ARC CONCRETE. CLASS 3000, PAE) AROUND THE RING PNP COVER. PUBLIC WOW 8 OR 6 INCH CLEAM-0UT RE).� - 4034\ems IT DLFPAmvENT' FOR SAME ART SEWER NAINB $6P1'BNBER 20T3 AS -BUILT A8-BLILT N07E4 VEMr.6L DATUA 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/PRIVATE WATER AND SEWER SYSTEMS POINT NO. 1864 WAS HELD i WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PIANS AND THE DOCUMENTED FIELD FOR ELEVATION, BEING OH REVISIONS AND FUNCTION AS INTENDED. 19,488 FEET (NAVD88) 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 OR COE CONCRETE :PLUG (MINIMUM OF f' IN LEN6 ) CONCRETE PLUG (MINIMUM OF 12 IN. LENCIH) a p j \DRAINAGE HOLE (TYPICAL)' NOSES; 1. DRILL A MINIMUM OF 4 - 2' DRAINAGE HOLES IN THE BOTTOM OF THE MANHOLE. 2. PLUG ALL INCOMING AND OUTGOING PIPES WITH CONCRETE. 3. FILL THE MANHOLE WMTH COMPACTED SAND, GRAVEL BORROW (SECTOR 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 PUBWC WORKS M. PLR - 4086 DEPARPM1I19P ABANDON MANHOLE JANUARY 2011 IKEA PROPERTY INC 420 ALAN WOOD ROAD CONSHOHOCKEN. PA 19428 CONTACT: DWIGHT E. SLATON CONSTRUCTION MANAGER P: (610) 834-0180: (ELL 303-549-4623 E: DNGIi.51ALpINNEALCY ENGINEER, BARGHAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KENT, WA 98032 CONTACT: JAY GRUBB, PE (425)251-6222 mP�GHats�Z o Z ? LP 9• 6CAYWC ENGIN�� CITY OF RENTON EJEPARTMENT OF PUBLIC WORKS SEWER NOTES AND DETAILS IKEA REDEVELOPMENT. RENTON. A S-384708 R-3947128 N O W) cF L Lu W O_ T Z O 7 W U m