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)P241737 <br />?D2417,37 <br />)7241737 <br />3D241737 <br />NS241737 <br />OCK <br />T241737 <br />T241737 <br />C985, TYPE 1 <br />STA 61 +86.77, 9.05' RT <br />= 478 <br />.., _ .E 33 f8 L <br />—$ - 0p <br />85+op 16TH.STREET. 86� ` <br />T 01, <br />26LF 12" SO <br />I 5=0.50X7< <br />sc <br />A2 <br />8- 38.bc <br />e' PVC (NE) <br />— c <br />321 <br />2-i36LF 54" DIAAI� <br />c (ssE) DETENTION TANK o <br />(NE) TOP PIPE=41.2 I. <br />s ;.v) DnT VIDC—:a 7 <br />SEE 03.03 <br />PTN. OF SE 1/4 OF SEC. 17, TWP 29., R5E W.M. <br />SOM- gr2=o <br />RIM 4206 <br />.1" CPP IE 36.8E (SE) <br />8" CPP IE J7.1I (SSE) <br />8" CONC fE 56.86 (NW) <br />8" TOP GATE IA; VE 37.60 (SE) <br />PLAY <br />o AREA <br />� <br />CB 1'20037 <br />RIM 43.0E <br />12 CPP IE 3775 (NW) <br />N42'0593w 25.27' <br />�j N043'56T 7.36' <br />N42'0455"W 51.54' <br />,N683849'W 11.18' <br />20455'W 732.02' <br />CB J20038 <br />RIM 44.47 <br />8" CPA IE 47. 1 (SE) <br />8" CPP IE 4f. j6 ,SW' <br />1'0 97088 <br />RIM 44.55 <br />6" CONC IE 43.52 (SW) <br />CONSTRUCTION NOTES <br />O1 6" PVC FOR BLDG. DRAIN CONN., S=7.0% MIN. <br />m <br />OSTORM DRAIN CLEANOUT PER DET. ON SHT. C3.100, <br />INVERT ELEV. PER PLAN <br />O3 ADJUST EXIST. CATCH BASIN TO FINISHED GRADE <br />O4 REMOVE EXIST CB AND CAP SO PIPE AT BACK OF SIDEWALK <br />d <br />w <br />SO PLUG PIPE END W/CONC. AND BURY EXIST. CULVERT TO <br />m <br />a <br />y <br />ABANDON IN -PLACE, REMOVE POR71ON AS RE00. FOR NEW <br />N <br />WATER MAIN INSTALLATION <br />O6 REMOVE EXIST. SO STRUCTURE AND PIPE <br />x <br />g <br />O7 AREA DRAIN PER DET. ON SHT. C3.100 <br />o <br />W <br />� <br />LEGEND <br />a <br />w <br />$ z <br />STORM DRAIN PIPE <br />. <br />SO CATCH BASIN <br />o <br />z <br />'o CLEANOUT <br />— — ROOF DRAIN <br />• AREA DRAIN <br />NOTES: <br />1. CATCH BASIN LOCA77ONS SHOWN ON PLAN REPRESENT <br />CENTER OF STRUCTURE PER STRUCTURE. <br />2. ALL STORM DRAINAGE (SO) CONVEYANCE PIPE SHALL BE <br />LINED CORRUGATED POLYETHYLENE (LCPE), LINO. <br />3. CATCH BASIN INLETS SHALL BE STANDARD RECTANGULAR <br />FRAMES WI7H VANED GRATES (20"x24') PER COE STD. DWG. <br />406 AND 411. SOLID LIDS FOR TYPE 2 CATCH BASINS <br />SHALL BE LOCKING FRAME AND GRATE OR LID PER COE <br />SID. DWG. 611 (UNO). <br />4. TYPE 1 CATCH BASIN TO BE PER COE S7D. DWG. 402. <br />TYPE 1-L CATCH BASIN TO BE PER COE STD. DWG. 403. <br />TYPE 2 CATCH BASIN TO BE PER COE STD. DWG. 405, <br />DIAMETER PER PLAN. <br />0 <br />c� <br />z <br />Z <br />0 <br />O <br />0 <br />z <br />O <br />N <br />5W <br />L <br />L — <br />Lu <br />Q <br />CL <br />cf) <br />z <br />W <br />p <br />Q <br />a <br />Lr,, <br />� <br />U <br />z <br />W <br />m <br />� <br />o <br />0 <br />U <br />CUENT <br />RIVERVIEW I, LLC <br />10900 NE 8TH STREET <br />SUITE 1200 <br />BELLEVUE, VIA 98004 <br />PHONE: (425) 453-9551 <br />cp� <br />CONSULTANTS <br />Site Planning • Civil Engineedng <br />Land Use Consulting • Project Management <br />11QaSW1mas a0. We m <br />aemro�m.w <br />Rene 144512es29ao 1a 142 <br />FU N2a1:2WI <br />www.cOncansultents.com <br />' PROJECT N0. <br />' 0024-17-037 <br />Q DRAWING <br />C3.04 <br />0 30 60 Know what's below. <br />Call before you dig. SHEET 21 OF 47 <br />PLAN INFEET cwm¢n,e aose mx ca,�wrca uc uia��'e i <br />