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)TOP241737 <br />;GRD241737 <br />;NOT241737 <br />;USD241737 <br />;UWS241737 <br />BLOCK <br />aSI T241737 <br />,SI T241737 <br />0 <br />w <br />Y_ <br />O <br />m <br />>Z <br />i <br />CB #21088 <br />RIM 38.66 <br />8" PVC (NE) <br />EXIST. CB#21088 TO REMAIN, TOP ELBOW 36.98 <br />CLEAN/CLEAR STRUCTURE AND EXIST. <br />8" PVC (NE); REMOVE AND REPLACE <br />EXIST. GRATE W/BEEHIVE FRAME AND <br />GRATE, RAISE TO FINISH <br />GRADE, <br />j 1� <br />RIM=39.00 <br />l <br />PUBLIC SD <br />SDMH #21340 <br />ESMT. (TYP) �! <br />RIM 45.51 <br />6" PVC IE 43.76 (W) <br />) j <br />8" PVC IE 43.75 (SE) <br />i <br />SDMH #21341 <br />RIM 39,34 <br />8" PVC IE 33.37 (NW) <br />\ <br />12" DI IE 28.86 (NE) <br />12" DI 1E 28.84 (SW) <br />- \� <br />�r <br />I+ <br />CB107 TYPE i BEEHIVE <br />I <br />a <br />STA 22+ 73.92, 44.72 LT <br />RIM=41.30 <br />l <br />IE(NW)=36.3f <br />N <br />IE(SE)=35.9f <br />CONN. EXIST. 8" PVC <br />/ <br />�I <br />ADJUST EXIST. RIM TO <br />FINISH GRADE, RIM=43.8t <br />X <br />I <br />, } <br />—45 0 <br />I� <br />1411 <br />rf <br />P OF <br />4 O w r w <br />X <br />a <br />CONSTRUCTION NOTES <br />O 6" PVC FOR BLDG. DRAIN CONN., S=1.0% MIN. <br />STORM DRAIN CLEANOUT PER DET, ON SHT. C3.100, <br />INVERT ELEV. PER PLAN <br />�3 ADJUST EXIST. CATCH BASIN TO FINISHED GRADE <br />4� REMOVE EXIST CB AND CAP SD PIPE AT BACK OF SIDEWALK <br />0 <br />z <br />z <br />O PLUG PIPE END w/CONC. AND BURY EXIST. CULVERT TO <br />m <br />LU <br />z <br />z <br />ABANDON IN -PLACE; REMOVE PORTION AS REQ'D. FOR NEW <br />Er <br />WATER MAIN INSTALLATION <br />UJ <br />O REMOVE EXIST. SD STRUCTURE AND PIPE <br />w <br />Z <br />U) <br />o <br />oUJ <br />Cn <br />3 A IN P DE N S C3 <br />0 <br />OFLOA TABLE MATERIAL SEPARATOR AND/OR GAS TRAP PER COE <br />:D <br />o <br />o <br />w <br />STD. DWG. 414 <br />a. <br />U <br />z <br />of <br />W <br />"' <br />. <br />0) <br />—I, <br />rn <br />rn <br />, <br />LEGEND _ <br />\I <br />STORM DRAIN PIPE <br />zo <br />SD CATCH BASIN <br />•' CLEANOUT <br />— RD ROOF DRAIN <br />o AREA DRAIN <br />h .. <br />NOTES.- <br />1. CATCH BASIN LOCATIONS SHOWN ON PLAN REPRESENT <br />CENTER OF STRUCTURE PER STRUCTURE. <br />2. ALL STORM DRAINAGE (SD) CONVEYANCE PIPE SHALL BE <br />LINED CORRUGATED POLYETHYLENE (LCPE), UNO. <br />3. CATCH BASIN INLETS SHALL BE STANDARD RECTANGULAR <br />FRAMES WITH 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 />STD. DWG. 611 (UNO). <br />4. TYPE 1 CATCH BASIN TO BE PER COE STD. 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 />1W121101' 1 <br />Z <br />c� <br />z <br />a <br />z <br />♦� o <br />N J U <br />_ <br />z o <br />0 <br />Wz <br />r <br />Cr <br />r Wft <br />Q n^r' <br />co <br />yLij Q� <br />_ 0LIJ <br />a- <br />J Q <br />W o0 o W <br />� w <br />_ � o <br />CLIENT <br />RIVERVIEW I, LLC <br />10900 NE 8TH STREET <br />SUITE 1200 <br />BELLEVUE, WA 98004 <br />PHONE: (425) 453-9551 <br />CONSULTANTS <br />Site Planning • Civil Engineering <br />Land Use Consulting # Project Management <br />11431 Willows Rd. NE, Suite 120 <br />Redmond, WA 98052 <br />Phone: (425) 285.2390 1 FAX: (425) 285-2389 <br />www.cphconsultants.com <br />PROJECT NO. <br />• 0024-17-037 <br />�7'! DRAWING <br />jv C3.04 <br />0 30 60 Know what's below. <br />Cali before you dig. SHEET 21 of 47 <br />PLAN IN FEET Copyright© 2019 CPH Consultants, LLC. All Rights Reserved. <br />■ <br />