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Home My WebLink AboutR-3847111Z 0 --1 (� GENERAL KEYNOTE" o L>] Cos,TYPEI, W/STD GRATE E CALL 2 WORKING DAYS ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MAIN SYSTEMS. FIELD VERIFIED INVERT AND • I - DRAINAGE LEGEND CB 7, TWE 1. W/STD GRA 9. EX. SANITARY SEWER MAINLINE AND MANHOLES TO REMAIN. CONTRACTOR SHALL POTHOLE OR = 17.29 (8' s Na �rJ IE MA IE AIR - - O 77.05 (8•. - .tet -,_e =='48 LF 6" DUCTILE IRON SD O O.SOS�- O 17.05 (6' E= 17.05(15" EXISTING CATCH BASIN Q 3 CPEP O 090%�Wl. OTHERWISE FIELD VERIFY LOCATION AND PROTECT FROM DAMAGE BY FENCING, BARRICADE OR 1 O 1•=40' CL O 0 20 40 80 V ().( Q EXISTING STORM PIPE _______ ❑2 EX. STORM DRAIN AND CATCH BASINS TO REMAIN. CONTRACTOR SHALL POTHOLE OR OTHERWISE2O 4" STORM PIPE O 1% MIN. LENGTH AS REQUIRED. PROVIDE AND INSTAL 0 a DD.Z ej FIELD VERIFY LOCATION AN PROTECT FROM DAMAGE BY FENCING, BARRICADE OR OTHER METHOD. 4' TO 3" FLEX COUPLE AT DOWNSPOUT (DS) CONNECTIONS. TYPICAL .J 3 E%. WATER UNE, WATER VALVES AND HYDRANTS TO REMAIN. CONY SHALL POTHOLE OR �+ aftl! x� I OTHERWISE FIELD O W 9z z Z 0 --1 (� GENERAL KEYNOTE" CONSTRUCTION KEYNOTES: a Cos,TYPEI, W/STD GRATE CALL 2 WORKING DAYS ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MAIN SYSTEMS. FIELD VERIFIED INVERT AND • I - DRAINAGE LEGEND CB 7, TWE 1. W/STD GRA 9. EX. SANITARY SEWER MAINLINE AND MANHOLES TO REMAIN. CONTRACTOR SHALL POTHOLE OR = 17.29 (8' s m �rJ IE MA IE 17.05 (12RIM - - IE 77.05 (8•. - .tet -,_e =='48 LF 6" DUCTILE IRON SD O O.SOS�- Z 0 C054 TWE 1 W/SOLID LID OVEBUILD/SADDLE EX 15" IE= 16.3 +/- RIM = 20.64 IE = 16.39 (12" SE) TT ICHORNIS 5D LF POLYCAST 800 OXW FL1o11A INF GREY IRON GRATE PoM = 20.56 WITH HOLD DOWNS CURB INLET = 20.06 (0.5' BELOW RM) RIM = 19.51 E = 16.56 (12" NW) E = 1&18 (8' E) -I --1 (� GENERAL KEYNOTE" CONSTRUCTION KEYNOTES: Cos,TYPEI, W/STD GRATE CALL 2 WORKING DAYS ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MAIN SYSTEMS. FIELD VERIFIED INVERT AND • I - DRAINAGE LEGEND CB 7, TWE 1. W/STD GRA 9. EX. SANITARY SEWER MAINLINE AND MANHOLES TO REMAIN. CONTRACTOR SHALL POTHOLE OR = 17.29 (8' m �rJ IE MA IE 17.05 (12RIM - - IE 77.05 (8•. - .tet -,_e =='48 LF 6" DUCTILE IRON SD O O.SOS�- CONNECT TO 3" CANOPY DOWNSPOUT DRAIN. SEE ARCHITECTURAL 17.05 (6' E= 17.05(15" EXISTING CATCH BASIN ❑ CPEP O 090%�Wl. OTHERWISE FIELD VERIFY LOCATION AND PROTECT FROM DAMAGE BY FENCING, BARRICADE OR 1 O DRAWINGS. FIELD VERIFY AND CONFIRM LOCATION, A"� d* OTHER METHOD. EXISTING STORM PIPE _______ ❑2 EX. STORM DRAIN AND CATCH BASINS TO REMAIN. CONTRACTOR SHALL POTHOLE OR OTHERWISE2O 4" STORM PIPE O 1% MIN. LENGTH AS REQUIRED. PROVIDE AND INSTAL FIELD VERIFY LOCATION AN PROTECT FROM DAMAGE BY FENCING, BARRICADE OR OTHER METHOD. 4' TO 3" FLEX COUPLE AT DOWNSPOUT (DS) CONNECTIONS. TYPICAL EXISTING GRADE CONTOUR ---pg_--- 3 E%. WATER UNE, WATER VALVES AND HYDRANTS TO REMAIN. CONY SHALL POTHOLE OR �+ aftl! OTHERWISE FIELD O SEE SHEET 01.7-2 FORS SEWER CROSSINGS. SEE SHEET VERIFY LOCATION AND PROTECT TITIN DAMAGE BY FENCING, BARRICADE OR FENCING, G N GRADE CONTOUR ------ ----- OTHER METHOD. 01.7-4 FOR WATER MAIN CROSSINGS. CROSSINGS. e pill CATCH BASIN STORM CATCH BASIN/MANHOIE STORM PIPE 9R69NUIXu6 HNWxM KxNH NiH'A MXPXN UTILITY CROSSING /� 1 C054 TWE 1 W/SOLID LID OVEBUILD/SADDLE EX 15" IE= 16.3 +/- RIM = 20.64 IE = 16.39 (12" SE) TT ICHORNIS 5D LF POLYCAST 800 OXW FL1o11A INF GREY IRON GRATE PoM = 20.56 WITH HOLD DOWNS CURB INLET = 20.06 (0.5' BELOW RM) RIM = 19.51 E = 16.56 (12" NW) E = 1&18 (8' E) -I --1 (� Lf� DUCTILE IRON SO ( - Cos,TYPEI, W/STD GRATE CALL 2 WORKING DAYS ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MAIN SYSTEMS. FIELD VERIFIED INVERT AND • I - 4 RM = 19.54 CB 7, TWE 1. W/STD GRA 9. IE = 17.29 (8' m �rJ IE = 17.29 (12 N)_ IE 17.05 (12RIM - - IE 77.05 (8•. - .tet -,_e =='48 LF 6" DUCTILE IRON SD O O.SOS�- E 17.05 (6' E= 17.05(15" nib. V w wl.-- W.�46 LF 6" CPEP O 090%�Wl. GOWU-% CLEANOUT s 4' WYE RIM = 21.01 _ _ le . m -' WATE IE = 17.33 (4' SE) �° - 63 LF 6" CPEP SO E 1753 (8' PRIVATE 6'X8' FILTERRA UNIT TO MEET BASIC WATER QUALITY REQUIREMENTS PER 2009 KCSV SEE DETAIL SHEET 7/C2.3 A 3' WIDE 274 LF CONCRETE SWALE CBO. TWE 2-48" W/STD GRATE RIM = 20.39 IE = 16.76 (15' SIO E . 17.68 (4" NE) IE 16.76 (15" N) MSO, TWE 1. W/STO GRATE' RM = 19.38 IE = 16.81 (15" S) IE = 1691 (15' NE) R SD 011111_0.20A 120 LF IS' CPEPO 0.20 .R.+BE)WEEA6 23 LF 15' CPEP SO O 0.2 n IF V CKP SO O 3.471 O% DEMO EX 24' CAP NE MATCH E W/MEW 24' IE :14.02 RM . 19.02 E = 14.02 (24" E) Ceat TYPE 1, W/STD GRATE RM 1&99 IE 16.74 (8" E) 48' STD. GRATE -- RM = 19.97 16.55 (15" S). CRO, TYPE 1. W/STD GRATE IE 16.55 (8' W) RM = 19.00 16.55 (15' N) E = 16.56 (8' E) I I I Bill Oki IIIINNi J RM = 420, - 9CONBtl CLE/NOIR 11130DLW-A CLEANOUT IE = 11.56 (24' 4" WYE 21 F 24" CPEI E .1756 (6' S) 17.60 RGA = egg PRIVATE WET VAULT SD O -14.431 IE = 17.56 (6' N) 17.69 IE = 1794 (4" NE) TO MEET BASIC WATER QUALITY DOW-% CLFANWTDELETED 1E = 17.94 (6' S) REQUIREMENTS PER 2009 FIM = 2082 E = 1756 (6' W) 17.54 KCSWDM SEE DETAILS ON SHT WALTHETA SUBMERGEO E = 17.55 (8" S) C1.5-5 RIM = 2052 E = 1&05 (4" NE) E = 1156 (24' N) E = 17.53 (8' W) 48 15' CPEP SD O 2. 401 CLEANOUT 07981. TYPE 1. W/STD GRATE e WWRIM = 20.97 IE = 1&55 (15' E) RIM = 20.96 IE = 18.55 (15' W) IE = 1&19 (4' S) SIPHONIC ROOF DRAINS AS PER IDRF 6 42 lF IS' CPEP 1.35% / FF EL=25.0 03M, TWE 2. 48' W/STD GRATE TO VENTI FG+ 0.28 CONNECT TO SIP110NIC ROOF DRAINAGE. [Em 19.12 SEE P101 RNA = 22.28 E = 19.12 (15" Y) IIIIIIIIIIIY MATCHLINE: SEE SHEET C1.5-2 AS -BUILT CPEP IKEA PROPERTY INC 420 ALAI WOOD ROAD CONSHOHOCKEN. PA 19428 CONTACT: DWIGHT E. SLATON CONSTRUCTION MANAGER P: (610) 834-0180; DELL 3113-549-4623 E: DN TYATtINLIKM=M ENGINEER: BARGHAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KENT, WA 98032 CONTACT: AY GRUBB. PE (425)251-6222 1TrT. IL TYPE 2-48' " STD. GRATE I = 19.97 = 16.29 (15' S) 16.29 (8" W) 16.29 (I8" ME) ii LF Ir CPEP SO O mP�G,HA(i��Z O sm 9' OXrYNG EN GVVAO� IE O( TYPE 1,W/OPEN ME AND GRATE = 20.36 1632 (8 SE) Io 0 I� 0 1. CPEP•� D O LAIRnn Ic �. (SO, TWE 2-60" W/ SOLID COVER RIM = 21.08 E = 15.73(18'S1 E = 15.73(15"E) E = 16.02 (8" MW E = 15.73 (24' S1 I IE 14.54 CURB GAGE �24 LF 2' HV SO O 17.608 160 16 IPSO O O1= 48' RIM21TE 5 = 1&05 15' E) IE = 16.05 (15" W) CITY OF RENTON DEPARTMENT OF PUBLIC WORKS CNIL STORM DRAINAGE PLAN IKEA REDEVELOPMENT. RENTON. WA. I"=40' R-3847111 0 Z O W 0 m AS -BUILT NOTB VBIMAL DATM __ _Lp"d 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 RIM ELEVATIONS WERE OBTAINED BY DEACON AID NORTHWEST CONSTRUCTION IN AUGUST 2017. A 8MCHAAW, BEFORE YOU DIG' FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS WAS ASO CONDUCTED IN OCTOBER 2017. CITY OF RENTON CONTROL THE ON-SITE PRIVATE STORM DRAINAGE FACILITIES AND PUBLIC/PRNATE WATER AID SEWER SYSTEMS POINT NO. 1864 WAS HELD ZWERE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AID THE DOCUMENTED FIELD FOR ELEVATION, BEING$11 REVISIONS AND FUNCTION AS INTENDED. 19.488 FEET (NAVD88) CPEP IKEA PROPERTY INC 420 ALAI WOOD ROAD CONSHOHOCKEN. PA 19428 CONTACT: DWIGHT E. SLATON CONSTRUCTION MANAGER P: (610) 834-0180; DELL 3113-549-4623 E: DN TYATtINLIKM=M ENGINEER: BARGHAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KENT, WA 98032 CONTACT: AY GRUBB. PE (425)251-6222 1TrT. IL TYPE 2-48' " STD. GRATE I = 19.97 = 16.29 (15' S) 16.29 (8" W) 16.29 (I8" ME) ii LF Ir CPEP SO O mP�G,HA(i��Z O sm 9' OXrYNG EN GVVAO� IE O( TYPE 1,W/OPEN ME AND GRATE = 20.36 1632 (8 SE) Io 0 I� 0 1. CPEP•� D O LAIRnn Ic �. (SO, TWE 2-60" W/ SOLID COVER RIM = 21.08 E = 15.73(18'S1 E = 15.73(15"E) E = 16.02 (8" MW E = 15.73 (24' S1 I IE 14.54 CURB GAGE �24 LF 2' HV SO O 17.608 160 16 IPSO O O1= 48' RIM21TE 5 = 1&05 15' E) IE = 16.05 (15" W) CITY OF RENTON DEPARTMENT OF PUBLIC WORKS CNIL STORM DRAINAGE PLAN IKEA REDEVELOPMENT. RENTON. WA. I"=40' R-3847111 0 Z O W 0 m