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HomeMy WebLinkAboutD-269204• SO Seek s 0 LEGEND © EXISTING PROPOSED FRAME AND COVER - a - -sr -- - ST - -ST— STORM GRAIN DITCH - OP —DP— DRAIN PIPE - - -im -- - UD —UD— UNDERDRAIN PIPE ------ - - - - -- GRATE AS PER STD PLAN 840.30-00 CULVERT CONNECT UNDERDRAINS. D CATCH BASIN TYPE 1 AND 2 AND ADJUST. TO FINISHED GRADE. WITH GRATE OR CONCRETE INLET m m GRATE INLET TYPE 2 0 MANHOLE OR CATCH BASIN © TYPE 2 WITH CIRCULAR NOTES; FRAME AND COVER OCO• CLEANOUT AND ADJUST TO FINISHED GRADE. DITCH O. RETAINING WALL O ROCK PAD C_T3S� MEDIA FILTER GRAIN 1. RAUMAN R.AMMS RFI#339 7624 CONSTRUCTION NOTES a O CONNECT NEW PIPE TO EXISTING © REPLACE EXISTING GRATE WITH SOLID COVER NOTES; DRAINAGE STRUCTURE. AND ADJUST TO FINISHED GRADE. 1, THE CITY OF RENTON HAS SPECIAL O. REPLACE EXISTING GRATE WITH VANED O REMOVE EXISTING DRAINAGE STRUCTURE AND REQUIREMENTS FOR WORK WITHIN GRATE AS PER STD PLAN 840.30-00 CONNECT UNDERDRAINS. THE AQUIFER PROTECTION ZONE. AND ADJUST. TO FINISHED GRADE. INSTALL UNDERDRAINS AND CONNECT TO SEE SPCC PLAN FOR CONSTRUCTION �j ABANDON EXISTING DRAINAGE STRUCTURE, S DRAINAGE STRUCTURES PER DETAIL FOR SPECIAL MM ANS AND METHODS. REQUIREMENTS PER SECTION 7-05.3(2) OF THE STANDARD SHEETS DRD-0-09 AND DRDa-14. STORM GRAIN CONSTRUCTION, SEE SPECIFICATIONS. [g ABANDON AND FILL EXISTING DRAINAGE SHEETS DP -00.12 AND OP-00.13. O REMOVE EXISTING DRAINAGE STRUCTURE PIPE PER TECHNICAL SPECIFICATIONS. SEE NOTE 14 ON SHEET ORO-0 -01. 10 CONNECT EXISTING PIPE TO NEW INLET. E5 EXTEND PIPE AS NECESSARY TO CONNECT EXISTING PIPE TO NEW ORMNAGE a 50 100 STRUCTURE. SCALE IN FEET Wo Washington state tment of Transportation 1406 DR -0-0 1.5 TO SR 169 STAGE 2 -WIDENING AND SR 515 INTERCHANGE DRAINAGE PLAN ;