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HomeMy WebLinkAboutD-382410LU In m D 0 �a a� NEW SEWER LINE SEE DWG S-5— NEW -5— NEW WATER LINE SEE DWG W-5 NO EVIOINUME N I FOUND CAI MI ATED E O SITION N:'I75227.0928 E: 1302293.990E (roc=001 G34 S5 IE 91 ©(R cONC N) If 9943(1 cONC I_) tl e 5 CF F,306,49 6 i4E1 (OG ^99.38 rv,95 1 BIM 5088 (12" c ONc F) ' IF:306,44 (12' CONC VO E �n N BTM: 306.19 Jo PLAN STORM SYSTEM IMPROVEMENTS SCALE: 1"=20' EDGE OF PAVEMENT (TYP) 1+50 IYPe I 327.36% I BEL ow n SPHAI N: 17 1A ,26,51 � E; 130 1 RF N(IWARK FJJJA tt AT FIE NORTH SI COR NER OF S' 91h AVF AND GRANT AVF ,Sm a� aN I DENC co w C7 ,ON THIfIENLY MOS! BONIVII HNIT OF FIRE HYDRANT AI IEE ' o ILU —\\ � NOHTHrA41 CORNER OF S 9111 Iw AVE AND RENTON ION AVE i Z 2+50 NE 12°- PPP E:I_f_VA]I01V 101 F3' _ x U RIM i4 ,i5 CR S TYPE I PARCEL SIdH RIM =30 .66 329470-01119' 2947001118' _O 7, II 300.26(ft"PVC S) FV(C VW) 6 V� PP (N) ,.. 000 Soe &1 IE 91 ©(R cONC N) If 9943(1 cONC I_) tl e 5 CF F,306,49 6 i4E1 (OG ^99.38 rv,95 1 BIM 5088 (12" c ONc F) ' IF:306,44 (12' CONC VO E �n N BTM: 306.19 Jo PLAN STORM SYSTEM IMPROVEMENTS SCALE: 1"=20' EDGE OF PAVEMENT (TYP) 1+50 IYPe I 327.36% I BEL ow n SPHAI N: 17 1A ,26,51 E; 130 1 RF N(IWARK FJJJA IOP CI N1}H 801 I 01 RRT HIDRM, AT FIE NORTH SI COR NER OF S' 91h AVF AND GRANT AVF ,Sm ELEVATION 149 S9'• I co C7 ' o ILU —\\ � Iw Z 2+50 NE 12°- PPP _ U RIM i4 ,i5 CPGf T,)/I 05 • Q (1 wNc n1Dey E) GENERAL NOTES 1. SEE GENERAL STORMWATER NOTES ON DWG G2. 2. SEE DETAIL 2 ON DWG SW15 FOR TYPICAL TRENCH CROSS SECTION. 3. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND POTHOLING ALL UTILITIES NOT PREVIOUSLY POTHOLED WITHIN EXCAVATION LIMITS, WHICH SHALL BE INCIDENTAL TO PIPE BID ITEMS. WHERE ADDITIONAL SITE SPECIFIC POTHOLING IS REQUIRED BY THE PLANS OR REQUESTED BY ENGINEER, IT SHALL BE PAID FOR BY "SITE SPECIFIC POTHOLING". 4. SEE DWG SW17 AND SW18 FOR STORM STRUCTURE DATA. 5. SEE DWG G7 FOR UTILITY POTHOLE DATA. 6. FOR CLARITY, 5—FT CONTOURS ARE SHOWN ON THIS SHEET. FOR 1—FT CONTOURS, SEE TOPOGRAPHIC SURVEY DRAWINGS (V1—V20 DRAWINGS). CONSTRUCTION NOTES CONSTRUCT APRON BEHIND CATCH BASIN USING ASPHALT WEDGE CURB PER DETAIL 3 ON DWG SW15. ASPHALT WEDGE CURB IS INCIDENTAL TO HMA BID ITEM. REMOVE AND REPLACE EXISTING CATCH BASIN. COREDRILL AND CONNECT NEW PIPE TO EXISTING CB. PLUG EXISTING PIPE. ABANDON EXISTING STORM MH PER THE PROJECT SPECIAL PROVISIONS. INCIDENTAL TO NEW STORM DRAIN PIPE. PROTECT AND SUPPORT EXISTING UTILITY CROSSING. SEE GENERAL STORMWATER NOTE 4 ON DWG G2. REMOVE AND REPLACE APPROXIMATELY 52 LF 8" SO WITH 12" SO. REMOVE AND REPLACE APPROXIMATELY 46 LF 12" SO. PLACE APPROXIMATELY 1 CY HAND -PLACED RIP RAP AT OUTFALL PER WSDOT STD SPEC 9-13.2. RIP RAP SHALL BE INCIDENTAL TO STORM DRAIN PIPE. PORTION OF GAS BETWEEN APPROXIMATELY SDCB42 AND SDMH30 TO BE RELOCATED BY OTHERS. REMOVE AND REPLACE EXISTING CB. CONNECT TO EXISTING SO FROM NORTH. CONTRACTOR TO INSTALL CONCRETE BLOCK PIPE ANCHORS PER COR STD PLAN 221.30 BETWEEN MH32 AND MH33. PIPE ANCHORS SHALL BE SPACED AT MAX 50 -FT INTERVALS. CDF MAY BE SUBSTITUTED FOR CONCRETE. S 9TH ST. TO STA 1+38.52 HORZ SCALE: 1"=20' �y S. at VERT SCALE: 1"=5' Q+F11 °H rraRCIAA au 4 Louis Berger 0��'1'�oIVALERS�W w /05/ 17 520 Pike St, Ste 1005, Seattle, WA 98101 -206.453.1043 I c lc E ABG BID SET MSG 05/05/2017 MSG RF= "MEW N0. REVISION BY DATE APPR ^PPIG' D c S 9TH ST. STA 1+38.52 TO STA 2+84.98 HORZ SCALE: 1"=20' VERT SCALE: 1"-5' AS NOTED °R`°"T 98'%1991 a® CITY OF ME 11 ML RENTON aN"LLLE� DATUM S�E T GN"E IH Planning/13w1ding/Public Works Dept. JOSEPH FARAH SURFACE WATER UTILITYENGINEER � l�1 RENTON HILL UTILITY REPLACEMENT PROJECT 05/05/2017 STORM SYSTEM IMPROVEMENTS ""°BOOK PAGE PLAN AND PROFILE, S 9TH ST, SHEET 1 OF 3 "�SW4 SHEET: OF'. 37 89 S W P 3 8 2 4