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SW 1/4, SEC. 07, TWP. 28N., R05E, W.M. <br />CONSTRUCTION NOTES <br />U <br />i <br />f <br />f <br />f <br />f <br />J <br />O <br />2 <br />2 <br />� <br />U <br />U <br />E <br />a <br />0 <br />�I <br />T <br />19 <br />AS <br />' I <br />I I � <br />I <br />I <br />I I <br />1 <br />�f- <br />7 <br />SEE C3.10 <br />r <br />i I ' � 44+00 �5-1-(00 Gj <br />1 e <br />TVA STA B-T <br />8" SD <br />� 1 i/4" <br />�- GAS � GAS ` al <br />°o RM54.9 <br />°o DIME 73.20 (E) ( I I <br />DI PIP <br />G73(74 (N) (REMOVED) l <br />l0' PP IIE 94 (S) J �. <br />o Q DST RIM TO FG <br />°1 <br />�1 `� <br />c, EX1ST.1 STORM I= I I <br />T01 REMAIN <br />I 23LF 12"I SD <br />I I S=0.68X <br />°I ( 1° <br />c, <br />o I <br />0 0 <br />o � <br />0 CON .EST. , ORM <br />o Oe SYS M D RIM TO <br />IL(�2"s) 72.85 <br />�E(12'N) 72.80 <br />IE(1o"W) 72.79 <br />IE(12'L)= 72.79 <br />w � <br />� o <br />0 <br />o� <br />z <br />FINISH GRADE <br />PVC PIPE EXT. (OPEN <br />END), AS REOb.- <br />PVC TEE w/OPEN ENDS <br />PRE -CAST CONC. <br />TYPE 1 CATCH BASIN <br />38L 1 III S <br />L III <br />S 1 68 <br />- <br />b 56 <br />120 <br />IE- <br />o <br />7� 42+ <br />91+64.5�, <br />I <br />_ e <br />r <br />W W W o a m e4 <br />a1 <br />.1 . <br />, � 3 / <br />A° <br />l <br />1 J <br />O <br />J <br />2 I 1 <br />�- IE <br />� -- 56 16 <br />® E 2- " ❑ a x <br />1 <br />/ o <br />° <br />SE �Fi_ 1--------�710- NITS ----------------- �---------------- <br />DRIVE - 1---------50 S�ALL�--- <br />_f <br />B <br />3 <br />C 55, TIP 2 <br />TA R / <br />1 _ 18" SD SIT 64 2$. <br />' Xr0% 4 - - -. °- -_ <br />FI El <br />jA <br />CB156,aTYPE 1 5 8" ti 1 2L 12 SD <br />STA 60I64.55, 0.00' T S- . 1 <br />♦ h s=ems s� / - <br />60+53.49, 0.04' a 0.57X ♦ 0.72% 64 0 113LF 12�, SD <br />- - W S--B 4* CB170, TYPE 1 � �� / °° �x& <br />7 _ I J <br />B1 0,�E� 2-11" g3kaa STA RT <br />TA L cn ♦ / 65+35.56, 0.19 c� <br />62+83.85, 20.68' LT " xmuwrm,xdwmnrdxro L1rdMWL'IWIrRlawlw]L mw \ / ° <br />` DRIVE G 62+00 <br />, <br />r c1 (#7818) ® T 51LF 12"/SD / <br />F M s 4.71 --- 1 $=1.787i\ ° �� <br />„ DI E 5 3.33 (W) 1. _. / <br />DI E 5 3.30 (E) ( CB175, TYPE 1 \° <br />/ <br />�1 DJU T R/6 i0 FG STA 65+38.20, 51.09' RT \ F a <br />WI I RIM .) <br />8„ DI IFIE 573.89 (W) 574 W W� •€ _ W W. I <br />Ell 1 �AS GAS <br />\l <br />3 0--Cl <br />00 <br />Cn W W W W <br />EE <br />14 <br />o m- J}�-�- EXisT <br />j TO REMAIN <br />--- - <br />= I CB305, TYPE L I i/ - �7 R 4 <br />W 1 I STA RT 81+64.48, 21.65�' / M - - RIM=574.95 57 . <br />0}2" 57&. f1 IE(8 )=573.36 <br />+ I EXIST. EVERETT DAVITA ° <br />DIALYSIS CLINIC <br />r4�' <br />(TO REMAIN) 28050700302000 <br />CB300, TYPE 1-L <br />BLE INT. STA 80+81.37, 0.00' T / <br />REC. N0. 981216 I\ P / Op <br />-- <br />� <br />\ \ - - - - --_- <br />�- <br />I �------ ; / 10.00' SEWERf PIPELINE ES <br />------- �� 4'L� REC. N0. 2297684 �� A O <br />OR 1980 <br />RIM 574 4 <br />10" CPP 573 14__�N)� <br />0 M/ <br />AREA OF RELINQUISHMENT <br />REC. NO. 2046848 / <br />TOSLAND HALF ACRE GARDEN TRACTS <br />VOL. 77, PG. 107 AREA ACQUIRED BY <br />SUPERIOR COURT CASE <br />LOT 28 � N0. 93074 <br />STANDARD FRAME <br />w/LOCKING HERRINGBONE <br />GRATE, RIM=PER PLAN <br />' GASKETED BEND, <br />AS REOb. <br />� � OUTLET PIPE <br />NOTE•• ALL FITTINGS TO <br />MATCH SIZE OF OUTLET PIPE <br />TYPICAL FLOATABLE SEPARATOR <br />NOT TO SCALE <br />00 <br />28050700301100 <br />6" PVC FOR BLDG. DRAIN CONIC, 5=1.0% MIN. <br />O� STORM DRAIN CLEANOUT PER DET. ON SHT. C3.100, <br />INVERT ELEV. PER PLAN <br />O ADJUST EXIST. CATCH BASIN TO FINISHED GRADE <br />REMOVE EXIST CB AND CAP SD PIPE AT BACK OF SIDEWALK <br />O� CAP EXIST. CULVERT AT BACK OF SIDEWALK <br />REMOVE EXIST. SD STRUCTURE AND PIPE <br />O7 TIP. FLOATABLE SEPARATOR PER DET. ON C3.11 <br />O6' PVC, S=1.00% IN STL. OR DI CASING PIPE, APPROX. LENGTH <br />PER PLAN, SIM. TO COE STD. DWG. 618 <br />OTRENCH DRAIN w/METAL GRATE, POLYCAST SERIES 600 w/BOT. <br />CUTOUT FOR OUTLET PIPE CONN. OR APPROVED EQ., RIM ELEV. <br />AND APPROX. LENGTH PER PLAN <br />LEGEND <br />STORM DRAIN PIPE <br />o SD 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. ALL STORM DRAINAGE (SD) CONVEYANCE PIPE SHALL BE <br />LINED CORRUGATED POLYETHYLENE (LCPE), UNO. <br />J. CATCH BASIN INLETS SHALL BE STANDARD RECTANGULAR <br />FRAMES WITH VANED GRATES (20 z24� 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 />5. STORMWATER PIPE TRENCHES SHALL BE BACKFILLED IN <br />ACCORDANCE WITH COE STD. DWG. 614 <br />N <br />0 30 60 <br />PLAN IN FEET <br />Copyright ® 2020 CPH Consultants, U.C. All Rlghts Resenretl. <br />z <br />O <br />� <br />J <br />U <br />f <br />w <br />IL <br />Oz <br />w <br />jr <br />�GI alCl 24IC <br />OVAL l�Q <br />THE AS -BUILT INFORMATION <br />iHOWN ON THIS PLAN IS PER <br />A FIELD SURVEY PERFORMED <br />3Y MEAD GILMAN ASSOCIATES <br />AND/OR RECORD DATA <br />PROVIDED BY THE <br />CONTRACTOR.in <br />CLIENT <br />FOUR CORNERS, LLC <br />10900 NE 8TH STREET <br />SUITE 1200 <br />BELLEVUE, WA98004 <br />PHONE: (425) 453-9551 <br />C P H <br />CONSULTANTS <br />Site Planning • CNiI Engineering <br />Landscape Architecture • Land Use Consulting <br />11321-B NE 1201h Sheet <br />Kirkland, WA 98034.14251285-2390 <br />101 South Wenatchee Avenue, Suite C3 I <br />Wenatchee, WA 98801 •15091293-7131 <br />www.cphconsul}an}s.com <br />PROJECT N0. <br />002418-042 <br />DRAWING <br />C3.11 <br />SHEET 24 OF 62 <br />