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SW 1/4, SEC. 07, TWP. 28N., RI W.M. <br />CONSTRUCTION NOTES <br />cc <br />m� <br />I <br />P op <br />I <br />o <br />CB156. TYPE 1 1 1 <br />I I <br />TRASH <br />li <br />o <br />o <br />E0 I <br />®i <br />o <br />I <br />I <br />o <br />it I <br />op OP <br />EXIST. ASPH <br />o <br />(TO REMAIN) <br />Cc <br />Cc <br />\ <br />S88' 1'42"E 10.00' <br />.. 10. 0r <br />°°Ql <br />DWI <br />I <br />�f �J <br />ti <br />•I <br />o <br />000 <br />Ln <br />o <br />00 <br />I <br />°c, <br />Its <br />30LF 1127 S <br />o <br />S=0.50% <br />h <br />° CbNN. l E� S� STORM f <br />YS�IEA� AJUT RIM I FGC/ <br />,fO <br />OP <br />IE(12t)=5 10 —' <br />o <br />IE(12W)=�572.80 <br />0 <br />oe <br />IE(10-W)=572.79 <br />0 <br />o o �yo�o <br />E <br />a-li <br />o <br />o <br />�, �s <br />l <br />o <br />N8841'421N <br />40. <br />15. <br />Al <br />twhat%below. <br />:all L.r•..,.,.,, <br />SEE C3.10 <br />44+00 I (5-IV00 A ' `V cj' <br />VVV \ 1 1 — — —5sa <br />66 TA 4 05 4 00 RT =__ �.8 --- -___ ---L— ____ _____ ____ —a -__ ____ - - -_ <br />32L'�2" SD <br />- <br />o / <br />42 <br />CP <br />v <br />19®, <br />F F <br />------------ <br />A <br />2 IE=568.9 <br />t9 <br />/ <br />/El <br />/ o <br />�_ 70 UNITS V/ / / 5bb <br />S' N 96LF 12" SO DRIVE M 50 STALLS j <br />h, \ / <br />DRIVE F ►^ 57+0 5=0.52% C6155, TYPE 1 2 IE=68.9 \ / <br />_ STA 91+65.84, 0.00' T <br />105LF 12" SD CB 5, TYPE 1 C6170, TYPE 2-48" ✓ / <br />SIA 63+85.00, 0.00' T STA 65+24.16, 0.00' <br />El <br />' CB160, TYPE °2-48 6, 6, <br />STA 62+83.86, 21.45' 5400 139LF 12" SD s+oo <br />W W N S=0.53% <br />63+0� <br />EEI <br />` DRIVE G 62+00 <br />57 I <br />T51LF 12" SD <br />/ - - ----- - -- ---- •--- 1 _ S=0.55% \ <br />C83 <br />75, TYPE 1 <br />�o <br />----------- <br />54LF 12" D \ STA 65+31.43, 50.79' RT <br />S <br />W CONN. EXIST. STORM SYSTEM S=0.50% <br />- -- ------------------- - W W , �0 <br />o <br />/ 1555 1 t STA 63+27,16, 75.61' RT <br />STA-81'+64.83, 0.0Q T o �/ <br />CONN. EXIST. STORM <br />�- — 65LF 12" SD V <br />5=0.50% C / <br />EXIST. EVERETT DAVI LA / �Q <br />-' DIALYSIS CLINIC <br />CB300, TYPE 1 (TO REMAIN) l��' /��� 28050700302000 <br />/ x <br />STA 81+00.03, 0.00' T <br />W A0/ opi <br />Dp <br />10 00SEVER PIPELINE ES i <br />- - - - - - -- <br />Imp <br />� w <br />w <br />w � <br />�a <br />�r o <br />!n w <br />0 <br />o� <br />• DEC. NO 2297684 a N56051'47"W 5.00' <br />c-588 6'03"W 33 16' <br />doh/ <br />oe �o <br />AREA OF RELINQUISHMENT <br />REC. N0. 2046848 <br />O �O j <br />28050700301700 <br />TOSLAND HALF ACRE GARDEN TRACTS <br />VOL. 11, PG. 101 AREA ACQUIRED BY <br />SUPERIOR COURT CASE <br />LOT 28 NO. 93074 �c�- <br />0 <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 SD 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 />STORM DRAIN PIPE <br />o SO CATCH BASIN <br />CLEANOUT <br />— RD — ROOF DRAIN <br />® AREA DRAIN <br />NOTES, <br />1. CATCH BASIN LOCATIONS SHOWN ON PLAN REPRESENT <br />CENTER OF STRUCTURE PER STRUCTURE PLACEMENT <br />DETAIL ON SHT. C3.100. <br />2. <br />3. ALL STORM DRAINAGE (SD) CONVEYANCE PIPE SHALL BE <br />LINED CORRUGATED POLYETHYLENE (LCPE), UNO. <br />4. CATCH BASIN INLETS SHALL BE STANDARD RECTANGULAR <br />FRAMES WITH VANED GRATES (20x24") 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 />5. 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 />N <br />0 30 60 <br />PLAN IN FEET <br />Copyright 0 2020 CPH consultants, -I-C. All Rights Reserved. <br />Lij <br />Z <br />IX <br />0 <br />Ix <br />Z) <br />0 <br />LL <br />CLIENT <br />V <br />ti <br />z <br />0 <br />z <br />z <br />a <br />z <br />U <br />x <br />0 <br />x <br />z <br />z <br />rn <br />i <br />� Z <br />a <br />( f� <br />W <br />C7 <br />� <br />Q <br />Q <br />J <br />M <br />LU <br />w <br />LLO <br />U <br />FOUR CORNERS, LLC <br />10900 NE 8TH STREET <br />SUITE 1200 <br />BELLEVUE, WA 98004 <br />PHONE: (425) 453-9551 <br />C P H <br />CONSULTANTS <br />Site Planning • Civil Engineering <br />Landscape Architecture - Land Use Consulting <br />11321-3 NE 1201h Street <br />Kirldand, 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 />C3.11 <br />SHEET 22 OF 51 <br />a� <br />