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HomeMy WebLinkAboutR-3847121a to Y (D .. s N a O 0 � � 3 LL W W W 7N J Q ir W Y W N - a PER CDR wz OE Y b v e[A: 1l+3o'i - - - - - SMH-B J - 5 LF 6"� e--{- W Wo- W --}- W W& W W W-i--e.t W -sF O zmt'- 3 SANITARY SIDE SEWER PROFILE DETAIL z a COMECFTOEXBBB. IE,.," WN ti W a fi• IE=14.15 +/- FIELD c c b v IE -15.92 15" SD f n IE = *.4S (6" NE) 14.51 10 a 'R ip s 6" 55 BBMZ 48" TYPE 1 O 2% IE=15.92 $ o TOP = 1528 _ IE= 14.72 - 6" SS ' 16.47 I ---- THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY BARGHAUSEN m 4 m 4 -RICH BLDG SEWER, IE - i N• m B CALL 2 WORKING DAYS 1 0 z I IIIII� 11=49 I X 6" SAN SEWER Gi 1 SS ° ' o EX. ALLIANCE SEE SANITARY SIDE PACKAGING BUILDING SEWER DETAIL BELOW SCO3,CLEAN OUT PER COR NECT TO E% 855. SADDLE PER D DTL 403.1 sT CITY STD Ott 406.1 M = 20.18 LE. u=11.3)' IE=J1aFiIELD = S (67LE. E-n.n ; 4 1 VERIFY 211SET •I1 I.E. W-1 b14+1p.6. a IE (6" E) ' + - MM3, CLEAN OUT PER CDR 9 W b v e[A: 1l+3o'i - - - - - SMH-B J - 5 LF 6"� e--{- W Wo- W --}- W W& W W W-i--e.t W -sF O zmt'- IE = j$ (6' SANITARY SIDE SEWER PROFILE DETAIL z 4 -NCH BLD08EWSL IE. COMECFTOEXBBB. SADDLE PER 15 Cm STD DTL 4061 fi• IE=14.15 +/- FIELD b v IE -15.92 15" SD f n IE = *.4S (6" NE) 14.51 10 Q TOP = 15.28 -6" SS , ti 6" 55 BBMZ 48" TYPE 1 O 2% IE=15.92 - 15" SD TOP = 1528 _ IE= 14.72 - 6" SS ' 16.47 I ---- THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY BARGHAUSEN m 4 m 4 -RICH BLDG SEWER, IE - i N• m 83 iF 0 z I IIIII� 11=49 I X 6" SAN SEWER Gi 1 SS ° ' o EX. ALLIANCE SEE SANITARY SIDE PACKAGING BUILDING SEWER DETAIL BELOW SCO3,CLEAN OUT PER COR NECT TO E% 855. SADDLE PER D DTL 403.1 sT CITY STD Ott 406.1 M = 20.18 LE. u=11.3)' IE=J1aFiIELD = S (67LE. E-n.n ; 4 1 VERIFY 211SET •I1 I.E. W-1 b14+1p.6. a IE (6" E) ' + - MM3, CLEAN OUT PER CDR STD DTL 403.1 W RIM = 20.18 v e[A: 1l+3o'i - - - - - SMH-B J - 5 LF 6"� e--{- W Wo- W --}- W W& W W W-i--e.t W -sF O zmt'- IE = j$ (6' SANITARY SIDE SEWER PROFILE DETAIL 0 14.61 4 -NCH BLD08EWSL IE. COMECFTOEXBBB. SADDLE PER 15 Cm STD DTL 4061 fi• IE=14.15 +/- FIELD VERIFY v IE -15.92 15" SD f IE = *.4S (6" NE) 14.51 10 Q TOP = 15.28 -6" SS , 6" 55 BBMZ 48" TYPE 1 O 2% IE=15.92 - 15" SD TOP = 1528 _ IE= 14.72 - 6" SS ' 16.47 I ---- THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY BARGHAUSEN CITY OF RENTON, NAVD 88 BACKFLOW 4 -RICH BLDG SEWER, IE - i N• 83 iF CALL 2 WORKING DAYS ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MAIN SYSTEMS. FIELD VERIFIED INVERT AND '. SEE PLUMBING PLANS 6" SS I 1 I BEFORE YOU DIG FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS WAS ALSO CONDUCTED IN OCTOBER 2017. CITY OF RENTON CONTROL ry n . STA 11�.oi I, I' 1 I ! lol O OFF: 38.11'RTT ,k�.L i% 1 E; Ilm 1 IKEA 1 FF EL=25.0 SANITARY SEWER IMPROVEMENTS PLAN �•�`� �.� \ ®._.®,®._._._._ SCALE: 1"-40* �� •=.�. m. m. m. m. m. IKEA WEST SIDE SEWER PROFILE FINISH GRADE AT SEWER 25 MM3, CLEAN OUT PER CDR STD DTL 403.1 IE- 14.72 - 6" SS -0+200+00 1-m RIM = 20.18 IE = j$ (6' SANITARY SIDE SEWER PROFILE DETAIL 0 14.61 4 -NCH BLD08EWSL IE. COMECFTOEXBBB. SADDLE PER 15 Cm STD DTL 4061 fi• IE=14.15 +/- FIELD VERIFY RIM = 20.17 IE = *.4S (6" NE) 14.51 10 Q 5 LF 6" 55 BBMZ 48" TYPE 1 O 2% IE=15.92 - 15" SD TOP = 1528 -6" SS I ---- THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY BARGHAUSEN CITY OF RENTON, NAVD 88 BACKFLOW - 83 iF CALL 2 WORKING DAYS ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MAIN SYSTEMS. FIELD VERIFIED INVERT AND '. 6" SS BENCHMARK' RIM RIM = 21.09 BEFORE YOU DIG FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS WAS ALSO CONDUCTED IN OCTOBER 2017. CITY OF RENTON CONTROL O 2.00% IE -(6" W) POINT NO. 1864 WAS HELD '` _ EXISTING'. GRADE AT Q 16.32 APprovetl by: OFF m --Mu A roves b N� EML_- m pnp wall .ls 1 IKEA 1 FF EL=25.0 SANITARY SEWER IMPROVEMENTS PLAN �•�`� �.� \ ®._.®,®._._._._ SCALE: 1"-40* �� •=.�. m. m. m. m. m. IKEA WEST SIDE SEWER PROFILE FINISH GRADE AT SEWER 25 16.47 TTIq 20 2 M 25 MM3, CLEAN OUT PER CDR STD DTL 403.1 IE- 14.72 - 6" SS -0+200+00 1-m RIM = 20.18 IE = j$ (6' SANITARY SIDE SEWER PROFILE DETAIL 0 14.61 4 -NCH BLD08EWSL IE. COMECFTOEXBBB. SADDLE PER 15 Cm STD DTL 4061 fi• IE=14.15 +/- FIELD VERIFY RIM = 20.17 IE = *.4S (6" NE) 14.51 10 Q 5 LF 6" 55 BBMZ 48" TYPE 1 O 2% IE=15.92 - 15" SD TOP = 1528 -6" SS 25 16.47 TTIq 20 2 M IE- 14.72 - 6" SS -0+200+00 1-m TIM SANITARY SIDE SEWER PROFILE DETAIL 4 -NCH BLD08EWSL IE. R 15 fi• REFERENCE CITY OF RENTON RECORD DRAWING NO S-251 PIAN AND PROFILE SANITARY SEWER BENAROYA CO WAREHOUSE AS -BUILT AUG 7, 1978 BBMZ 48" TYPE 1 -BUILT GATED: 12 AS -METAS ---- THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY BARGHAUSEN CITY OF RENTON, NAVD 88 BACKFLOW - 83 iF CALL 2 WORKING DAYS ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MAIN SYSTEMS. FIELD VERIFIED INVERT AND '. 6" SS BENCHMARK' RIM RIM = 21.09 BEFORE YOU DIG FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS WAS ALSO CONDUCTED IN OCTOBER 2017. CITY OF RENTON CONTROL O 2.00% IE -(6" W) POINT NO. 1864 WAS HELD _ EXISTING'. GRADE AT Q 16.32 APprovetl by: OFF m 19.488 FEET (Ni A roves b N� m pnp 25 16.47 TTIq 20 2 M TO E% 8 SI Cm IE=14 4.! R = 5 LF 6"� WO 2.788 W 4 -RICH BLDG SEWEgi SEE PLUMBING m �EI�E PROTECTION ROOM :LECTRICAL ROOM_ _ SSCO 3, CLEAN=OUT PER COR STD DTL 403.1 RIM - 20.18 IE a Di (6) 1 4 _p ©14.61 I 1 6 1 = o STA 9.5 e • = o l 7 LJ W 1f' __W _W 1 83 LF 55. O 2.0I0%-1� lJ SSMH 2. 48" TYPE 1 WITH 6" SEWER BACKFLOW VALVE RIM = 21.09 IE = 15.96 (6" W) I v I FLit I II SANITARY SIDE SEWER DETAIL SCALE: 1"=20' -.-IFR`'i IKEA PROPERTY INC 420 ALAN WOOD ROM CONSHOHOCKEN. PA 19428 CONTACT: DWGHT E. SLATON CONSTRUCTION MANAGER P: (610) 834-Olft CELL .103-549-4623 E: OWGHT.YATON41 GW ENGINEER: BARGHAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KENT. WA 98032 CONTACT: JAY GRUBB. PE (425)251-6222 1 1 1 W O EXISTING SSMH TO REMAIN. CITY OF RENTON �G"AVS DEPARTMENT CDP PUBLIC WORKS m'r ,FZ SANITARY SEWER IMPROVEMENTS IKEA REDEVELOPMENT, RENTON, WA. ? OE901!® CFB DATE 6/11/2015 FILE U15001266 Q9' GUWN GCT2N0 EN6MYv� CEEgf® IS tKALE 1".40• FHDBOCK PAS_ ArFRow® iiPiii -2w42 S-384706 R-3847121 IV z O W U Eli IE- 14.72 - 6" SS -0+200+00 1-m TIM SANITARY SIDE SEWER PROFILE DETAIL R REFERENCE CITY OF RENTON RECORD DRAWING NO S-251 PIAN AND PROFILE SANITARY SEWER BENAROYA CO WAREHOUSE AS -BUILT AUG 7, 1978 -BUILT GATED: 12 AS -METAS VEB T!i DATUMI THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY BARGHAUSEN CITY OF RENTON, NAVD 88 CONSULTING ENGINEERS AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM CALL 2 WORKING DAYS ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MAIN SYSTEMS. FIELD VERIFIED INVERT AND App o etl by: RIM ELEVATIONS WERE OBTAINED BY DEMON AND NORTHWEST CONSTRUCTION IN AUGUST 2017. A BENCHMARK' BEFORE YOU DIG FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS WAS ALSO CONDUCTED IN OCTOBER 2017. CITY OF RENTON CONTROL Appravetl by: THE ON-SITE PRIVATE STORM DRAINAGE FACILITIES AND PUBLIC/PRIVATE WATER AND SEWER SYSTEMS POINT NO. 1864 WAS HELD pp44�4 WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PIANS AND THE DOCUMENTED FIELD REVISIONS AND FUNCTION AS FOR ELEVATION, BEING APprovetl by: OFF INTENDED. 19.488 FEET (Ni A roves b TO E% 8 SI Cm IE=14 4.! R = 5 LF 6"� WO 2.788 W 4 -RICH BLDG SEWEgi SEE PLUMBING m �EI�E PROTECTION ROOM :LECTRICAL ROOM_ _ SSCO 3, CLEAN=OUT PER COR STD DTL 403.1 RIM - 20.18 IE a Di (6) 1 4 _p ©14.61 I 1 6 1 = o STA 9.5 e • = o l 7 LJ W 1f' __W _W 1 83 LF 55. O 2.0I0%-1� lJ SSMH 2. 48" TYPE 1 WITH 6" SEWER BACKFLOW VALVE RIM = 21.09 IE = 15.96 (6" W) I v I FLit I II SANITARY SIDE SEWER DETAIL SCALE: 1"=20' -.-IFR`'i IKEA PROPERTY INC 420 ALAN WOOD ROM CONSHOHOCKEN. PA 19428 CONTACT: DWGHT E. SLATON CONSTRUCTION MANAGER P: (610) 834-Olft CELL .103-549-4623 E: OWGHT.YATON41 GW ENGINEER: BARGHAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KENT. WA 98032 CONTACT: JAY GRUBB. PE (425)251-6222 1 1 1 W O EXISTING SSMH TO REMAIN. CITY OF RENTON �G"AVS DEPARTMENT CDP PUBLIC WORKS m'r ,FZ SANITARY SEWER IMPROVEMENTS IKEA REDEVELOPMENT, RENTON, WA. ? OE901!® CFB DATE 6/11/2015 FILE U15001266 Q9' GUWN GCT2N0 EN6MYv� CEEgf® IS tKALE 1".40• FHDBOCK PAS_ ArFRow® iiPiii -2w42 S-384706 R-3847121 IV z O W U Eli