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EXIST. <br />5W 1/4, SEC. 07, TWP. 28N., R05E, W.M. <br />CONSTRUCTION NOTES <br />a� <br />I •T 0 <br />0, <br />331F 12 SO <br />S=O.61% <br />0 <br />5D <br />c <br />O <br />T Oe <br />T Iz <br />o 0 <br />I <br />O O <br />Q <br />T a- <br />li <br />o � <br />QO Y <br />�o y <br />�Cm" <br />II <br />To <br />Ili <br />CONVEYED ER <br />CLAIM DEED III <br />NO. IB6295 <br />I� <br />II <br />'VEYED PER <br />A DEED <br />748386&748 87 <br />o <br />0 <br />0 <br />0 <br />03 <br />03 <br />T_ <br />o <br />— <br />o <br />OP <br />o <br />w�� <br />�C � <br />-r w \ <br />o <br />z�N�\ <br />� <br />m <br />O <br />z <br />g_ <br />o <br />N <br />o <br />0 <br />o <br />ml <br />0 <br />0 <br />P <br />OP <br />0 <br />L. <br />o <br />0 <br />n, <br />ii <br />SEE C3.11 <br />/ <br />/ <br />/ <br />IEh _ ------ <br />APPROXIMATE LOCATION <br />1 <br />1 <br />I <br />� <br />� I <br />II� I 28050700306 00 <br />SD \ SD E RgDL SD <br />l <br />I w <br />I 1 <br />,I I <br />I <br />o I <br />I \ <br />O 6" PVC FOR BLDG. DRAIN CONN., S=1.0% MIN. <br />OSTORM DRAIN CLEANOUT PER DET. ON SHT. C3.100, <br />INVERT ELEV. PER PLAN <br />O ADJUST EXIST. CATCH BASIN TO FINISHED GRADE <br />O REMOVE EXIST CB AND CAP SO PIPE AT BACK OF SIDEWALK <br />O CAP EXIST. CULVERT AT BACK OF SIDEWALK <br />O REMOVE EXIST. SO STRUCTURE AND PIPE <br />O AREA DRAIN PER DET. ON SHT. C3.100 <br />LEGEND <br />UJ <br />N <br />H <br />STORM DRAIN PIPE o �, <br />o SO CATCH BASIN o <br />z <br />CLEANOUT <br />— RD — <br />• <br />ROOF DRAIN <br />AREA DRAIN <br />CATCH BASIN LOCATIONS SHOWN ON PLAN REPRESENT <br />CENTER OF STRUCTURE PER STRUCTURE PLACEMENT <br />DETAIL ON SHT. C3.100. <br />ALL STORM DRAINAGE (SD) CONVEYANCE PIPE SHALL BE <br />LINED CORRUGATED POLYETHYLENE (LCPE), UNO. <br />CATCH BASIN INLETS SHALL BE STANDARD RECTANGULAR <br />FRAMES K17H 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 />TYPE i CATCH BASIN TO BE PER COE STD. DWG. 402. <br />TYPE i-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 />(: N <br />• 0 30 60 <br />Al PLAN IN FEET <br />twnet%below. <br />:all before trou dia. Copyright ® 2020 CPH Consultants, -LC. All Rights Reserved. <br />z <br />O <br />z <br />z <br />a <br />3 <br />z <br />U <br />2 <br />v7 <br />0 <br />O <br />2 <br />O <br />z <br />rn <br />a <br />z <br />a <br />LV <br />z <br />(0 <br />w <br />c) <br />DC <br />Q <br />O <br />U <br />U <br />J <br />� <br />ED <br />mLLI <br />O <br />OIL <br />o <br />LL <br />U <br />CLIENT <br />FOUR CORNERS, LLC <br />10900 NE 8TH STREET <br />SUITE 1200 <br />BELLEVUE, VIA 98004 <br />PHONE: (425) 453-9551 <br />C P H <br />CONSULTANTS <br />Site Planning • Civil Engineering <br />Landscape Architecture - Land Use Consulting <br />11321-B NE 1201h Street <br />laddand, WA 98034 - )425) 285-2390 <br />101 South Wenatchee Avenue, Suite C3 I <br />Wenatchee, WA 98801 - )509) 293-7731 <br />www.cphconsuItants.com <br />PROJECT NO. <br />0024-18-042 <br />DRAWING <br />C3.10 <br />SHEET 21 OF 51 <br />