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TOP241737 <br />GRD241737 <br />NOT241737 <br />USD241737 <br />UWS241737 <br />ROCK <br />SIT241737 <br />SIT241737 <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 />J. CATCH BASIN INLETS SHALL BE STANDARD RECTANGULAR <br />FRAMES WITH VANED GRATES (20k24� PER COE STD. DWC. <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 ;_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 />PTN. OF SE 1/4 OF SEC. V, TWP 29.. R5E W.M. <br />\ <br />r \ \ <br />PD Css V W CPP lE u.47 'SE) <br />_ ^ \ 4' PW C 41.49 �Nf) <br />STA 26+09.15, 14.00' L \ \ <br />�3 /10335 <br />2 IE=43.1 Ce P0213 �\ \ /G � i� /8� IE 40.75 (VWW,r <br />-✓` i `\o RAW 41.If \ . `1 I0.81 (NW) <br />5' CPP 1E 409Y <br />C880, TYPE 1 \., b' GPP 4' 40 54 (SE) _ A <br />STA 21+49.53, I_ SEE C3.04 / \ - <br />,� RAW44% /7�\ <br />CONSTRUCTION NOTES F1, <br />O6• <br />PVC FOR BLDG. DRAIN CONN.. 5=1.0R MIN. <br />DRAIN CLEANOUT PER GET ON SNT C3.100, <br />OSTORM <br />INVERT ELEV. PER PLAN <br />O <br />ADJJST EXIST. CATCH BASIN TO FINISHED GRADE <br />OREMOVE <br />EXIST CB AND CAP SO PIPE AT BACK OF SIDEWALK <br />.- <br />OCAP <br />EXIST. CULVERT AT BACK OF SIDEWALK <br />� <br />O <br />REMOVE EXIST. SO STRUCTURE AND PIPE <br />Z <br />0 <br />O <br />AREA DRAIN PER DET. ON SHT CJ.f00 <br />m <br />LEGEND <br />STORM DRAIN PIPE <br />q SO CATCH BASIN <br />o CLEANOUT <br />- - ROOF DRAIN <br />• AREA DRAIN <br />TO -PVC NE MW (5E)------ - _ -SSUH 421271 <br />RW 42.01 _ •oE.r TE <br />69CF 78• 1 3 Rx s' cav w i _ .,��ua C .Sa I,(�A(,W�(� a �fAt. _Iti <br />• / \ ` • „ \ Df7ENiION TANK �- t / 85LF 78�y P P Qii`"'" <br />- B .SQQ/?AT10 : • 1;• � ,�. cos'$ <•.:\ TOP PIPEst0.13 \ k 2� � - DETENTION T' ,� YTrV>:� !h `' YE <br />BIT. PIPE-33.63 \ JT+ 5.25 T PI =4 QfAN'S i <br />\ \ £ SHY. C3.20 _� ` \ r - OP PE 0.13 � r � Ci.0�1 <br />PLAY f C850,.TYPE 2-72' ) SEE SHEBOT EC33.YOJ i YC fwr"�p' k,MP S�{1�fgif S 1i�) /-. <br />.I 2 IE=43.3 Q�` �/' ; • AREA �\ \ STA 27+33.50. 13J8' Li \ `� I,`;` '+.�Lr CJ'� L"i1/ <br />x2 %: 2 IE=41.9 \\ \ \ \ all references have been revised to <br />m 2 1£=4J 1 \ <br />> +E=44.4 2 �, p "...DIAM. DETENTION TANK" with <br />C1 m .r p - 56LF 78'' \ 40 - 2 IE: 4J. o materials specified by the City's standard <br />BIKE SHELTER81 DElENAOiV�K �- \ Mail. Intent is that this tank will be Z TOP PIPf=40. 13 \ N42'04' <br />BIT. PIPE=3J..63 \ - C - �. _ <br />�? _ g 20' CITY OF EVERETT SEE 51HT. C3.20 aluminum. 3 <br />c..� PUBLIC UTWTY ESMT tT, v F,., <br />'n RM 4333 <br />-- I (REC. NO.-5020229) - C810. TYPE 2-72" / Z <br />Q STA 27+99.00. 13.66' Li �� \ \ 2 cPS E 3158 (E) <br />2 1E=44.4 • TYPE 1 C820. TYPE 1 2 !F 43.4 \ \ \ /V) 12, cavc 1E u.65 (Hw) 0 <br />\ «<///"�"' Sr CPP W) CO,AD NOT REAC1r 0 <br />-�- lE=43.4 2 STA 31+170/, 14.02 LT STA 33+1733, 14.00- LT 0 \ 5 �\ 17-? (S) C01RD NOT REACH C / y <br />Q IE=44.4 2 p, \ \ ....\ 12• ? lE 33.52 (S) ABAN00NEO? I- <br />43.3 2 � . \\ \ \N` SOW /20407 z x <br />TOP OF RHOW937.98) (NNE) LLi u <br />P00 <br />F <br />S1 5 7% <br />,`i \ 4J \ RN ! <br />El BOW -4.9 ' 749LF 78' SU <br />' L•L <br />ob <br />Q vnr <br />�US_ Orl'�i Q <br />r <br />- -- <br />3f,o0 G <br />DRIVE C - -+- a- <br />777 <br />Ij <br />IE=429 2 <br />53Lr" 12' S0 8 ! �\ LLJ Q CL <br />S=3.01% f 02041J-Lu <br />4 \ \ \♦ '!t< 168 CPP IE 10.57 (NE) Ci <br />C830, TYPE m (y <br />41 ate. DRIVE D IE=45 0 2 I STA 41+70.48, 29.75' LT I TYp• - AD \ \ \ K' O <br />41s0p / F 2 --44.3 2 IE-43.6 - 73LFQ'SO \\ �`� - (L o <br />_ _eJIE=46.1 - - .. 8 _ -, -. / I rE=45.0 2 E BIKE SHELTERX3 \ �! _ <br />� s'L _ 7 TYP. 5=2.97x Cel& TYPE 1 '! '�, cPP ;55 .•., <br />- Rc - -_ xR - STA 35+39.87, 12.00• LT 1E=44.8 2 \V \ � %26 o <br />Rn -- DOG C815. TYPE 2-48 12' CPP K ) <br />G RUN I �BIKE SHELTER #2 PLAY STA 34+66.57. f2.15'LT-7,TYPE I \ 7y <br />I" 2 TE=45.3 AREA 2 IE=43.0 STA 50+69.08. 0.00• T-- <br />TRASH 7 !E=450 RIVERVIEW 1, LLC <br />1090E 8T2 STREE <br />T <br />SUITE 00 HELLEVUE, WA 98004 <br />"HONE: (425) 453.9551 <br />588V2103'E 774.27• <br />CRH <br />CONSULTANTS <br />Swill Wlkw N6lL Suz ::: <br />mea*ov,vu9d052 <br />.. . :'9573901fNtlo:S'.. <br />• <br />.cool urtanre .: <br />PROJECT NO. <br />/� <br />• <br />002417-037 <br />BO Know <br />PUN IN FEET Cal <br />c=wrsye xrn. <br />what's bE'IOW. <br />I before you <br />DRANIING <br />C3.03 <br />dig, <br />SHEET 19 of 44 <br />