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9TOP241737 <br />'_�GRD241737 <br />�NOT241737 <br />'13USD241737 <br />"'UWS241737 <br />1BLOCK <br />ASI T241737 <br />BSI T241737 <br />M <br />mQ <br />�z <br />�Q <br />Q <br />nQ <br />�Q <br />�z <br />0 <br />r� <br />CD <br />a_ <br />i <br />NC", <br />�o <br />o <br />� N <br />co <br />SA <br />SEE C3.03 <br />CB J20037 <br />RIM 43.06 <br />12" CPP IE 37.75 (NW) <br />N42'05'13"W 25.27' <br />NO'43'56"E 7.36' <br />//I/,- <br />N42 04'55"W 51.54' <br />-N68*38'49"W 11.18' <br />x x x <br />CONSTRUCTION NOTES <br />m x ❑ <br />6" PVC FOR BLDG. DRAIN CONN., S=1.07. MIN. m m 2 0 <br />OSTORM DRAIN CLEANOUT PER DET. ON SHT. C3.100, <br />INVERT ELEV. PER PLAN <br />3O 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 />O PLUG PIPE END w/CONC. AND BURY EXIST. CULVERT TO <br />� <br />w <br />�_ <br />ABANDON IN -PLACE; REMOVE PORTION AS REQ'D. FOR NEW <br />WATER MAIN INSTALLATION <br />U) <br />�6 REMOVE EXIST. SD STRUCTURE AND PIPE <br />w <br />Cn <br />� <br />o <br />� <br />0 <br />�7 AREA DRAIN PER DET. ON SHT. C3.100 <br />0 <br />UJ <br />W <br />w <br />> <br />❑ <br />w <br />ofLEGEND <br />0- <br />0 <br />z <br />STORM DRAIN PIPE <br />w <br />(DM0) <br />SD CATCH BASIN <br />z <br />a <br />CLEANOUT <br />— Ro — ROOF DRAIN <br />a AREA DRAIN <br />1 <br />_ ".. <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 />z <br />0 <br />0 <br />z_ <br />x <br />a <br />z <br />n <br />0 <br />Cn <br />0 <br />z x <br />0 <br />W fy <br />r) W <br />Q <br />Z <br />W O C) CL <br />_ <br />ry U z <br />WLU <br />> ° w <br />cL 0 <br />ryo 0 <br />CLIENT <br />RIVERVIEW I, LLC <br />10900 NE 8TH STREET <br />SUITE 1200 <br />BELLEVUE, WA 98004 <br />PHONE: (425) 453-9551 <br />AUG <br />27 CONSULTANTS <br />Site Planning • Civil Engineering <br />CI -Ty OF EVERETT Land Use Consulting <br />, ProjeNE,sc�ttManagement <br />11431 Willows 120 <br />peirnit er` il, Redmond, WA98052 <br />Phone: (425) 285-23901 FAX: (425) 285-2389 <br />www.cphconsuItants.com <br />PROJECT NO. <br />• 0024-17-037 <br />�T DRAWING <br />jv C3.04 <br />0 30 60 Know what's below. <br />Call before you dig. SHEET 21 OF 47 <br />PLAN IN FEET Copyright© 2019 CPH Consultants, LLC. All Rights,Reserved. <br />