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HomeMy WebLinkAboutMisc 7Earth Solutions NWLLc Report No. If/ Day of Week 2881 152nd Avenue N.E. Redmond, WA 98052 (425) 284-3300 FAX (425) 284-2855 0 DAILY FIELD REPORT Travel Time I. S Project Name Grading Contractor Grading Foreman • Are approved Plans1"ermits onsle DYES D NO Test Number COPYTO: Project No. Elevation Reference Compaction Curve Client I Owner CMcked By Permit No. Maximum Ory Density lbs.ICU.ft. 2 7. "I Fill Moisture % Test Ory Dens~y lbs./cu.ft. %of Maximum Dry Oensi,Y CONTINUED ON NEXT PAGE D • Earth Solutions I W LLC I --t--- 2881152nd Avenue NE • Redmo~d. WA 96051 1415) 284-JJOO • FAX 1425) 84-2855 DAILY FIELD REPORT Fie1d Rep. Project No. Page Of Rep,..1 No. ~-~~-·~~~~~~-~'655~-~~~:___':__-k-~D.~ Time On Site Tune Off Site Date Day of Week 'l·IA.·oB Mt"" Travel Time Hrs. 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CONTINUED ON NEXT PAGE DI Project Name Earth Solutions NW LLC 2881 152nd Avenue NE• Redmond, WA 98051 14251 284·3300 • FAX !425) 284,2855 DAILY FIELD REPORT ~Foreman Are approved Plans/Permits on site O YES ONO Project No. COPY TO: Project No. Page of Report No. 3 Time On Site Time Off Site Date Day of Week 10:00AM II: 'IS AM fZ./1/'J8 Thv.rs. Travel Time Hrs. Charged 3,15 Checi<ed ay PermiNo. CONTINUED ON NEXT PAGE D • Earth Solutions NW LLC ·--2881152ndAvertue NE• Redmond, WA 98052 1425} 284-3300 • FAX (4251 284-2SS5 Project No. Page of S·S·5S lafl Report No. 3 #" Time On Site Time Off Site Date 10:00AM lo: 45" AM I /z{O 8 Day of Week wED. DAILY FIELD REPORT Travel Time I. S Hrs. Charged 2.2.5 Project Name Job Location Client I owner Grading Foreman Checked By Are approved Plans/Permits ansite O YES O NO Pmject No. Permit No. CONTINUED ON NEXT PAGE 0 Earth Solutions NW LLC Field Rep. Project No. Page of I Report No. 2881 152nd Avenue NE • Redmond, WA 98052 .nP/VL 8,, !>'%" I I 35" - 14251 284-3300 • FAX 14251 284-2855 nme On Site Time Off Site Date Doy v1 11ueek I\'. 1.,0 ,1' .,o r 7 ,1,C.-o1 '-.t;µ D l . • DAILY FIELD REPORT Travel Time Hrs. Charged I.? ? Project Name Job Location Client f owner SA---11 /'tv /&'7. /4A\-WCS General Contractor Generar Contractor's Superintendent Received Onsite By Grading Contractor Grading Foreman Checked By LJ • ...ntE7'l 4-.Hll-vc Are approved Plans/Permits onslte iLSYES ONO Project No. Permit No. ~,vw l/f,IA ,(/_ ---< ,•-I, ,,._.c ,a... ~•Lt1r.""L,/ Qv e-t(f..A-l---k:> .,, 1-· • +-pv-1-or..,,. • . ,·~ -/,t4-617. {) ,:: JV< • T<.t ~r """' -s-~ VAs.,1.. 7" .. --, • I • v.:tN.V .,lo-,•~-' •. , ·I• "" .. ,k.. ., tl"'Tf "e' AdJ, ?lu • .J, ..-1-4,.~. _f ,,,o~--vA, r T __, ror d,..,. ,· -p,,.E ,,, "tJ c.J. ' "-'" 't L,.,. /"7'G I<._ I/' tt r.; ,.,_,_ r.u.. • r,: • it3NW ..1:, • ,'JO t;~W.U-,t,:;,,v ~ .. , u.,.f ~,-i-tw,1 -k, . 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Charged 1 · 5" 2- Project Name "> !)v-1) HV Job Location k, Client I Owner ,~...,'1'11 .,_,+ rt""" ' '> /Le'rLD.,"l'f<niT General Contractor General Contractor's Superintendent Received Onsite By Gradilg Contractor Grading Foreman Checi<ed By JJ4 --'IV "'IIB'fL ~/,Wlrvlt' Are approved Plans/Permits onsite ~ YES O NO Project No. Permit No. E<, !JI.A..) L.-JQ.:. o,. ,<.•fc._ Aj ,, . .. _,._ ' l:,,_ C.l1'A _...,Ac .k. o~"''"'~ -,le.( 'h, .... , . I~ 11/,r,,1 J.-_r,,'J..... J .,_ 4',. (.J -h' /i./-,,, ~"" i.. Ii"-'-!,,;de . .,<,'//· • . -E!JV .... o\:,-·-· ~J i.,.A,..,' (.(... O"-.,, ,-4-t-l.o -,-\ .-,. 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Charged ,~~ _g Project Name Job Location Client/ Owner SAA Ir, l±v t .. ~1"' 1c. ..... 1 l>.-.v1.S, R..iat4.1., !; 'S 7>"'\-'1"C General Conlractor General Contractor's Superintendent Received Onsite By GradW'lg Contractor Grading Foreman Checked By ,:.~,.., 1'-IC:fl-$HA--' er Are approved Plans/Permits onsite ~YES ONO Project No. Permit No. t:.""s A II ' ' IJ,J,. r. o,. 5,".J.. 4$ r11-.• _, ' b... e,.~.,.-f .J,. •6suv, .... n-c.,,1',, ... • ;. nle.cc. de,.-. ,L .s... J -~+.,,,,. u-h'I,+.. +rt.,, e ,._ I.e. C' le. .L • ,, • + <-!.ft-, ...... 8. . /?:i11w c!lt,«10 rvoiJ. .j.. -. 1;~ ... ,J.. .................. c.!, ... , +f'1 n> k "'···~ ,fl·,-· !JI",,'-.·,, J./ ...... l)c .... -;;4.. --I.a-,+ .J... 4. -\,p.t,..., ctr-c.. ::, 11.....I ,,,..,, -f:J..e. '/C.ILS., I ~5 .-f ., • . - f:SN'-" 141, AAAI\.S1'< •+ 0,...C......_-S• -IL.• c...-11-'·'·-,.,.2-,•1>7. . . =,, •.• ,, .. ~ .... J •. ft-.\,,....ck. ,,, ... Ge... .;-1-,,~ -,.,......, 1.·.a.... r3 ' A~ ,r, C. J/r ,. ~ -·5 . . . . 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(425) 284-3300 TOLL FREE: Redmond, WA 98052 Time On Site Time Off Site Date Day of Week FAX (425) 284-2855 (866) 366-8710 I 0:30 10-26--07 Friday 1-----~----+------~-~-----1 Projed Name Sand Hu General Contractor Grading Contractor Frontier DAILY FIELD REPORT Travel Tine 1.0 Job Location SE 184 ~ St., Kent General Contractor's Superintendent Grading Foremen Shane Are Approved PlanslPermitS Onslte D YES D NO Project No. Hrs. Charged 2.0 Client/ Owner Davis Real Estate Group Received Onsite By Checked By Permit No. At the connactor's reques~ ESNW rep. was onsite to observe the condition of the vault excavation and to discuss earthwork operations. The vault excavation was observed to be in a stable condition. Very dense native silty sand with gravel was observed. The contractor cutback the sides of the excavation to an inclination between .75H: IV and IH:IV. Seepage was observed. The contractor plans to place a layer of crushed rock for a construction surface. The contractor plans to start onsite utilities. ESNW will return on Mon. as requested. ~!~,~ Field Manager (206) 793-7550 I COPYTO: CONTINUED ON NEXT PAGE g Earth Solutions NWLLc Field Rep. Projed ~o 5 S Page of Report No. [ t.1:, 11 II £~·~ I o-1' I 12t. - 2BB1152ndAvenueN.E. Redmond, WA9B052 Trme On Site f:"" ~S~e Dale Day of Week (425) 284-3300 FAX (425) 284-2B55 1Q:Gi1JA.-.-,o: d,'\N\ bh.o/01 ,,ootl'\ -..,'7 I: 11$ ? M l"1 E I) DAILY FIELD REPORT Travel Time Hrs. Charged I • 'i '2. 75 Project Name Job Localion ,ti\ t fl'f ;) Client I Owner S'""'1 \.\ .... 11--t' 12'/ ~ ~ "~; < General Contractor General Contractor's Superintendent Received Onsile By o~w11.v Grading Contractor Grading Foreman Checked By I . Fro"t;e, P.i..J. (A-ft, /'2{. Are approved Plans/Permits onsite DYES ONO Project No. Permit No. Test Refecence Maximum Fill Test Dry % of Number Test location Elevation Compaction Dry Density Moisture Density Maximum CUJ'V8 lbs.!cu.ft. % lbs.ICU.ft. Dry Density 3~ -';IV"• P'i' ':>~1'1'1-lll Fl:r f:, IZ't."I :3. 31 12,. 2 C:,7 3S 11 ..,J. of S1MII • 5 5. "i'I I Zh. 'I ct, 3, %0 yl, o, SS-'\H • S 5.v'f 121. 'j ,., 31 'low. ~ SS~H·f 'i."'' 1'2.'i-5' 1, 321 16 ..i. of SIM.H-~ 'j.'11 12.5.1 1, 3'f S /:. of SSMII • 1. 5.&,I 12.'/,/ 'f' ' . • • • Supplementary Report: I L., • .U,. l,Q"fl"ll.":h"' • A< ( li'SAlw ..,}~, 9" <:+e. ~-~ ___r,_ -f "'M.l"\,c, ~ ;n ...... . .. .. . . +e,;~ .f 9 ... ,/c.'o\\c:,\t ~~ .. .,...J.e.-. -• • Es /11..I t.r>i<. ,I ... ,' 1 ... te<t1 Ot 5/g 'J'\lv\1.1.~ u-..r..\.e,i. (Oc..K • · ~it« +e~t'i ;....t.·,w,,,t~ "e,lNJt.t<. (I..Jl""t1aV\ ~r l)t.f /e4.,r ?.'i ,.V e,,-t +k ~'I \eJ... h1c,.._ tiM ! qr ?wt-.i.t s ... ~,....k . -- . ~qJJ .,.i;l,l ""-t'"'"' Q,<; i!C'I.Jrstd . A)j (l -t.(),. 1'1S· trfs, I COPYTO: CONTINUED ON NEXT PAGE D Earth Solutions NWLLc 2881 152nd Avenue N.E. Redmond, WA 98052 (425) 284-3300 FAX (425) 284-2855 DAILY FIELD REPORT Projecl Name Job Location Client/ Owner General Contractor General Contractor's Superintendent Received Onsite By Grading Contractor Gradil'\Q Foreman Checked By Are approved Plans/Permits on site O VES ONO Project No. Permit No. I COPY TO: CONTINUED ON NEXT PAG~ Earth Solutions NWLLc 2881 152nd Avenue N.E. Redmond, WA 98052 (425) 284-3300 FAX (425) 284-2855 DAILY FIELD REPORT Trave\Time - Date Oa :>l\7/07 vv. Hts. Charged Checked By Are approved Plans/Permits on site DYES D NO Project No. Pennit No. Test Number COPYTO: "' I/ I I Elevation 5G -2.$(, Reference Compaction Curve 4 '3 Maximum Dry Density lb•.lcu.ft. Fill Moisture % Test Dry Density lbs.lcu.ft:. \62.7 q,g 125,.{, 1"21 • I ,33, 2 IZ\, 3 106 %of Maximlm Dry DelSity 95 rF-ie~ld-Re-(_-. -=-p,-cola-ct:-:-5c-o 5 ---r:P:--a1-e 1 ---cof,---"R;;-ep-2-N-0-Earth Solutions NWLLc 2881152nd Avenue N.E. Redmond. WA 98052 (425) 284-3300 FAX (425) 284-2855 DAILY FIELD REPORT Checked By Are approved Plans!Pennits onsite O YES D NO Permitl\lo. icoPYTO: CONTINUED ON NEXT PAG~ Earth Solutions NWLLc 2881 152nd Menue N.E. Redmond, WA 98052 (425) 284-3300 FAX (425) 284-2855 DAILY FIELD REPORT Project Name Are approved Plans/Pennils onsite oves D NO Project No. jcoPYTO: Field Rep. Pr~cst N 5 o. Page of . I:.(. 'O Time On Site rime Off Site Date Ii:· IS II: 5 5 Travel Time 5., ' u Client/ Owner Checked By Permit No. Report No. ·; c'\ ' D~fWeek v . \ 1,~.:> CONTINUED ON NEXT PAG~ Earth Solutions NWLLc Fie!cl Rep. Project No. 1;;5-(: 2881152ndAvenue N£ Redmond, WA98052 Time On Site Time Off Site Oat~ . o!, of weei S/1-.j O} /V\<){"\, (425) 284-3300 FAX (425) 284-2855 q·. '3e:, f'., 5 Travel Ti e .50 Hrs. Charged 5,75 DAILY FIELD REPORT Grading Contractor \\ev- Grading Foreman c\ Checl<ed By Are approved Plans/Permits onsite O YES D NO Project No. Permit No. Refefence Elevation Compaction Curve Maximum f~I Dry Density Moisture lbs.lcu:ft. % Test Ory Oensly tbs.lou.ft. %d Maxirrum Ory De,slty 1"32.2 il.L-1 11LI 91 C1,1. 121.~ 93 \\.\ 125.3 45 10,0 12?:i. i CJ 3 5 CONTINUED ON NEXTPAGE D Earth Solutions NWLLc 2881152ndAvenue N.E. Redmond, WA98052 (425) 284-3300 FAX (425) 284-2855 DAILY FIELD REPORT Project Name Job Location Grading Contracior Grading Foreman f. er Are apptoved Plans/Permits onsite O YES O NO Project No. '( • • COPY TO: Field Rep. Page of I/{ Dale 11:00 y~ S/11 O Hrs. Charged 7,5 Client/ Owner Received Onsite By TaJ Checked By Pennit No. Report No 1- Day of Week ,=RI CONTINUED ON NEXT PAGE D Earth Solutions NWLLc Field Rep. t,lic.,l(,O 2881 152nd A•enue N.E. Redmond, WA 98052 (425) 284-3300 FAX (425) 284-2855 nme On Site 12·.15 '"' DAILY FIELD REPORT Travel Time I. 5' Job Local\on Project Name s"'"IA."' LI. \(~ I &.j .._'ili, ~ 12 ,/~'if, General Contractor Grading Contractor F1a ..... \,u General Contractor's Superintendent Grading Foreman Are approved Plans/Permits onsite O YES O NO Project No. jcoPYTO: Project No. Page of GS-~S"S" 2 /2. Time Off Site Date S /1 / 01 Hrs_ cnarged Client I Owrier 0..xi~ Receive<i Onsite By i,r.lc). Checked By Permit No. Report No. IJ Day of Week wi; r::, CONTINUED ON NEXT PAGE DI Earth Solutions NWLLc Field Rep. Project No Page of Report No. I --Niu<. o ES·95'f I / (J... i0 2881152ndAvenue N.E. Redmond, WA98052 Time On Site Time Off Sile Date Day of Week (425) 284-3300 FAX (425) 284-2855 1'1:1~ e ... 5/2 / 01 we i, DAILY FIELD REPORT Travel Time Hrs. Charged I. 5" Project Name Job Localion ,t\ •• Client I owner ~l).~l,ii.. Kt'AT l S'i. SE ,I. 11.'1 "AH. SE 0.:-'li~ General Contractor General Cont,actor's Superintendent Received Onsite By -r .,,1,1_ Grading Contractor Gfading For,eman Checked By IA--;/s ,:'r1'A+·,,,(' ~ •• c;l Ate approved Plans/Pem,its onsite DYES ONO Project No. Permit No. Test Reference Maximum Fill Tesl Dry ll/a of Number Test Location Elevation Compaction Ory Densily Moisture Density Maximum Curve lbs.lcu.ft. % lbs./cu.ft. Dry Density 21 I (,, 11,."I s.~o 11'1.'3 12. "-•"'· 2o 1 i;_ oi SSfo\~\ · ~ -'1 f(r 1. 'L I ' ,i<i. '1 "f.2l 11:3-~ "/) ~2 fr, 1 '3 I, F&-~ 12'1. 'J 'T. 51 12 5'. 2 "I' . Supplementary Report: • &< ........... •t<"'-"'" 1-\.c. c..1;~ ... t. ~-<NvJ ,J<>& o'A\·.tt. to ~\is· -• . " .. ., ~ ...,_.t o.J•nM ' . f•'/IIP"'<m'" te<,-1'\ ..l: Cou11..r li'AI!. \..._.xt·,n ~"' l<r'l'' ~I:. • 1N'll:1, Q'l>\;w. ., fSN..J t'D!.tr...u <o,.'J.,r 1:i.1, .... Lt~'" 1:l· 18' Oe" """·~·· . Al~O <'<Nvl o,l..<.e.NeA -.\.L. . u ...... -i-... u ....... 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K!Jl\t 1v/-sG .i-r2'l')•tc.. ,;.e np,,v;s General Contractor General Contractor's Superintendent Received Onsite By Tot.ld Grading Contractor Grading Fore man Checked By CA, ,/s f<\l'I\~; e..f R~ Are approved Plans/Permits onsite QYES ONO Project No. Permit No. Test Reference Maximum Fill Test Dry %of Number Test Location Elevalion Compaction Dry Density Moisture Density Maximum Curve 1bs.Jcu.ft. % lbs.lcu.ft. Dry Density I , • J'Z3. S ,o. ,\' I ff 75 E•M of ~~l<'ri ·S -ll f-/,-3 1'34. & \l. (,/. jl9f.l[ \ 'I • I " s.1 12)1,, "I '7 "15 t"u .~ ',)M.\1·5" -z fl,., 12'!, "I 20 < F <:r ~ 12'!. "I '3. "I 1:15'. I "lb '75 1:MI-o( !aSM\\· 5 St4>p lementary Report: · M ll'f.lllv,e,1,,1.. b~ ~l,..t_ e,\;e.>\~ o.\\ .ESJll\/ol o/'e~'1lll=t .. t',yq_ J,.,, O\'\ ~·-•o. h ou<'o..-..... . '.,~•cu.x,o~ .\-,c\:,~., nV\. 0.M. ·-o,;,+of" OYl°'D•'II• < •··"'' ~.~ ivi\to.tl,,-\,;Gll\ ;v,. <P. I IC<ji' S+ • V.J"'" • !:cSr,i~ o'D<,, ... ,ILn.,)c,r,11,_ eW\'neMa,L;" IS-'Z'i 11n .......... 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Charged DAILY FIELD REPORT l, 5 5.5 Project Name $ General Contraclor Grading Contractor f!OV\t~ .. < Job Location 1(,,11 l!'l'~S J-l'l"11!Mf. St: General Contractor's Superintenden1 Grading Foreman (3 v.i.l Are approved Plans/Permits onsite O YES ONO Project No. 0'11 "I'' t. COPYTO: Client I Owner Oc.11;i Received Onsite By ToJ..J. Ched<ed By Permit No. CONTINUED ON NEXT PAGE D I Earth Solutions NWLLC Field Rep. Project No. Page of Report No. -N;u:: o. ·~· s s~ -z /1-lf 2BB1152ndAvenue N.E. Redmond, WA9B052 Time On Site Time Off Site Date bay of Week (425) 264-3300 FAX (425) 284-2855 q:30 t ·. '3o q/30/e7 MON -Hrs. Charged DAILY FIELD REPORT Travel nme LS >, S' Project Name Job Location Client I Owner $a..,...c1.\s ... llt>11t, \ t'i l~ ~ 1'2 'i,J,Avl1. s" Oc.v;s General Contractor General Contractor's Superintendent Received Onsite By 1 o.lcl Grading Contractor Grading Foreman Checked By l.14--;-Jg f<oM~ t,f" Hw.l Are approved PiansfPermits onsite DYES ONO Project No. Permit No. Test Reference Maximum Fill Test Dry % of Number Test location Elevation Compaction Dry Density Moisture Density Maximum Curve lbs.lcu.ft. % lbs.ICU.ft. Dry Density I ~ Anco•. $C>' E 05~ •~ -,,i' AA,.·,n .-..,,t-_-.111.W~t.. 3 13/,. 1. \\."3 I'??·~ tr.3-"Q lb I 11. 3 . i s ."I 11'7, ~ "I S" 11 , . I . 123, 'Z '&.S 11,. "I 'H, Supplementary Report: - !:',fl)..) \II;\\ '(th,.((\ c.. \ "'"" "'esteJ . tJ:ro N,'cK o,;~;u 20, · 1'13-45S" ~YTO· CONTINUED ON NEXT PAGE D I Earth Solutions NWLLc Field Rep. Project No. Page of Report No. NI"' O. f,;; · 8S"5° d• 13 2881 152nd Avenue N.E. Redmond. WA 98052 Time On Site Time Off Site Date Day of Week (425) 284-3300 FAX ( 425) 284·2855 '1: ~f A,._ '2. :o 0 1.1121/ 01 f' I( I DAILY FIELD REPORT Travel Time Hrs. Charged I. 5" S",15 Project Name Job Location tl ,! Client I Owner ~ <.."ck 'v, I,\ KCl\r 1'6•1 AV,.-IZ•I Mf. Sr o=·· ~ General Contractor General Contractor's Superintendent Received Onsite By -,c,JJ Grading Contractor Grading Foreman Checl<ed By 1/v~,, f1 ... f,e..-81.1.-,l Are approwed Plans/Permits onsite oves ONO Project No. Permit No. • M ,re.1111-t.,wJ. \~ J\..i. i..l;~+'. ESNvl ,.),:ii; <l'I\ li, 'rl. ·h .. ..,,..,, ('JI!... G-0 "I'\• Viv.;""'-e .. , ~ vio l'I< V c.~ -+",-i; +; e.. ', ; "' !~,j ':,~. 5!'. 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Redmond, WA 98052 ~ Time On Site Time Off Site Date. Day of Week (425) 284-3300 FAX (425) 284-2855 ' ,1:00-1'30\ t.J)th/ 07 Tr\Jl< ~ ~:~s-10:1s DAILY FIELD REPORT Travel Time Hrs. Charged J. 5 3.r Project Name Job location Client f Owner s~<1il.\w. Ka>\t I i4t!: ,l-1'2.c.11' AV€, se l'>1a\f: s General Contractor General Contractor's Superintendent Received Onsite By -r o.tl Grading Contractor Grading foreman Checked By LIV--.r;-h f,o,..,, ._,..-Bv.d. Are approved Plans/Permits onsite DYES ONO Project No. Permit No. Test Reference Maximum F~ Test Dry % of Number Test Location Elevation Compaction Dry Density Moisture Density Maximum Curve lbs.lcu.fl.. % lbs.lcu.ft. Dry Density I 10 1 \II «.t,t "~ I 121. '2. 7. !,&.f IIS'.'r "14 IZ SSMI-\ · "I -'t F& I \10' we.'>~ Q~ ' I?> $~f,\\-\· ~ -2 f& I ~.2 I 111. 1 "I& !'f I 10' wv.t lllt .. \ f,\'rt. 'i fir I ,. "· 'I I \b. '6 ,, Supplementary Report: • AS RfG.~ESifO Qi/ 11\f Cl lfJJ"\" 0,. 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(425) 284-3'.lOO FAX (425) 284-2855 Time On Site Time Off Site Date Oay of Week n: 3o i:, S: ?>O '/:I\ lfl,z 101 T\,.._(s. DAILY FIELD REPORT Travel Time Hrs. Charged \. 5 (:,.5 Project Name Job Location Client I Ownet S ,\'I\ cl\\ ii.. Ii, .. , . <;,> \~ l.j I} ..I-·i!. De.vis J'Z'I AVi!.. <.,~ General Contractor Genernl Contractor's Superintendent Received Onsite By Grading Contractor Grading Foreman Checked By IA-f.1/it, J:'. «i ,.,\, ev" .Rc,A Are approved Plans/Permits onsite DYES ONO Project No. Permit No. Tesl Reference MaJCimum Fill Test Ory %of Number Test Location Ele\lation CompacUon Ory Density Motsture Density Maximum Curve lbs.ICU.ft. % lbs./cu.ft. Dry Oen&ity I I I lo \Nest SS Ml-\·-·z. -ij-f G-i 123,2 -r. '\ 111,5 '1':i ,\' ' i 1. ID 1,1/e'.it SSM tt-2 -1. f6-I 1'2 3. 2 i; 'Ii H8,l '7 ~ ,\' 3 IO' vJis1 'i,S N\ 1-\ -2. f (r I j ·z. 3. ·2. " ·'\ 1 l,, ~ ; (, ,\' Supplementary Report: ,-e-H,e sn;A-lo 0\,.:,,,,-... ES..Nw ,_r,.; "'re'='iv\ I-... L: . .uo n {I ';;; ll: C..'.;i . ~ f ,;.rll.-.,.l~·rl< ~\t.l',~:~ ,!.", • £., N v.l ~ ... \,,.. M,I I. ··..:.I<: C; I\ e:,V\ ,i '·~,~n,,,<.)" c" <.,Je, I,"'•. ~'v'U . 1; p.ec . <"1'o"·'· '\. \n wi11.·,~ t.. \,/'" ,,,t-oC !'.,{\"•' ".,~.;,I~ ','<Plfl<.(,\.t"(>;>;,,.,. ('1;,i,.1·h. ,, ...... :\Iv'\ " ~ ' 1-f., I'\ \/X'<'i'..-l\e;~o,.-;-, .\_. IJ.,,,.,,l ~-II'!'>,.\ t'> ,1~ , .• · •... +;,.,., L,,, ...:_ rn~1,;nct.(.:\-\l)y, ._Lj,C Ct,lQ.cl'l,.\C.· LA (:L "i) . I ' ·,c.'l("I. ·70,· -~' «.~u,1,,t be\ } 75 .~\00 Q bt,..: ·;-1,I,, C,.j" foe ""\..t,.;~"' . 1'\)40 . A'irK (cliv\c-,,,--4 ~ H, - COP~TO, CONTINUED ON NEXT PAGE D Earth Solutions NWLLC Field Rep. Project No. Page of Report No 2881152nd Avenue N.E. Redmond, WA 96052 (425) 284-3300 FAX (425) 284-2855 DAILY FIELD REPORT Project Name General Contractor Grading Contractor Grading Foreman Cheeked By ;:;. 1,.7< Are approved Plans/Permits onsite O YES ONO Project No. Permit No. -w,m-·::, L, I • MIi 'It/! IS IA . E. .. L ~ King County Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, WA 98057-5212 206-296-6600 TIY 206-296-7217 WWW. metrokc. g DV Inspector's Daily Report Project No.: ______________ Activity No.: ____________ _ Project Name: _____________________________ _ Location: ___________________ Developer/Contractor: __ _ Dale Signed REPORT Note: Each entry must be dated and signed S\Fonns\Currenl l•orms\Jns-Dail .Fm --09-14-06 . ® King County Department of Development and Environmental Services 900 Oakesdale Avenue SW Renton, WA 98055-1219 July 16, 2007 Kristen Davis Davis & Kurth Sandhu Properties LLC 1201 Monster Road SW, Suite 320 Renton, WA 98057 RE: Plat of Sandhu {DOES File No. L03P0027l Recreation/Landscape Activity No. L07MI035 Dear Ms. Davis: • This is in response to your request for approval of the landscape and recreation space plan associated with the plat of Sandhu. We have reviewed your submittal and with the following conditions, approve it as submitted: 1. The equipment (structures, benches, picnic table, etc.) shall meet at a minimum, Consumer Product Safety Standards and be appropriately anchored. 2. Street trees and tree retention plans shall be reviewed with the engineering plans and are not part of this approval. The landscaping and recreation space improvements (i.e. play structures) must be installed and inspected or a performance bond posted, prior to plat recording. The amount of the performance bond has been established at $38,587. This includes landscaping, equipment, surfacing materials, etc. The bond amount also includes a thirty-percent contingency. An inspection fee is also due prior to recording. This fee covers the cost of an installation inspection and a maintenance inspection. The amount of the inspection deposit will be determined by the Land Use Inspection Section (LUIS). If a performance financial guarantee is posted, the improvements must be installed within two year's from the date of recording. At the time of inspection by the Land Use Inspection Section, if the improvements are fully installed per the approved plan, the performance financial guarantee may be reduced. Enclosed is a copy of the approved plans for your records. If you have any questions, please call me at (206) 296-6758. If you have questions regarding the financial guarantee please contact the Finance billing hotline at 206-296-6659 or email fgmu.ddes@kingcounty.gov. Questions regarding the inspection process may be directed to the Land Use Inspection Section (206) 296-6642. Sincer:~~ Tl s,11, Project/Program Manage, II Current Planning Section, LUSD Cc: Joanne Carlson, ASII, Engineering Review Section, LUSD w/encs • Steve Townsend, Supervising Engineer, Land Use Inspection Section, LUSD w/encs FGMU w/encs File w/encs Materials Specifications Adventure Series Common Components Plntisteel Deck Steel Posts Hardware Components Reinforced 12 ga. perforated steel. Plastisol dipped to ASTM requirements. The deck measurements are 36" x 36" Constructed of 3" x 3" 11 ga. inline galvanized steel tubing (wall thickness .120", yield strength shaU be minimum 50,000psi) Stainless steel inserts are installed in posts only where required for component attachment. Finished with polyester powdercoat. Complete with injection molded polyethylene caps. Primary hardware consists of stainless steel security tip button head bolts and stainless steel flat washers. Vandal resistant. Access Ladder The safety pipe is 1.315" O.D. x 0.125" wall pipe with flattened attachment tabs at ends. Finished with polyester powdercoat. The handgrips are 1.315" O.D. x 0.125" wall pipe welded frame with 3/4" vertical pipes. Finished with polyester powdercoat. Looped Pole The top rail is 1.5" 0.0. tubing. 1.315" 0.0. x 0.100" wait pipe welded safety rails with 3/4" welded vertical rails. The Looped Pole is 1.5" 0.0. x 1 ga. wait pipe with a 90 degree bend at the top at a radius of 6", bolted at the top to a one-piece safety rail. Rungs welded to pole at 12.5" intervals. Finished with polyester powdercoat. Hand Over Hand Hand Over Hand is 1.9" 0.0. x 0.125" wait pipe main frames with 1.315" o.o. x 0.125" wau pipe welded rungs. Finished with polyester powdercoat. Hill Climber 1.315" O.D. x 0.125" wall pipe welded climber. The D-shape hand grip is 1.315" O.D. x 0.125" wan pipe. Bent to shape. Finished with polyester powdercoat. Ships Ladder The chain is 510 coil chain. Rungs 1.125" 0.0. x 0.065 wall pipe. Chains and rungs plastisol dipped. The safety rail is 1.315" 0.0. x 0.100" wall bent to shape. Finished with polyester powdercoat. The chain climber bottom leg is 3/16" flat chain attachment plate. Welded 2" x 2" x 0.125" tubing to anchor the chain climber. Finished with polyester~~ @© @ O 'WJ ~ , 1 ~\ Romperland Playsystems [LnJ i_Q_ ) J-..,07MI 035 APR 132007 / K.C. D.D.E S Talk Tubes Scramble Wall Transfer Station Rail Mounted Steering Wheel Transition Stairs Vertical Rall Rock Ramp Deck to Deck Filler Panels Playcounter/Bench Stainless Steel Slides The cone is constructed of 16 ga. metal which is powdercoated and is welded to a 1.9" x 0.125" wall. The support pipe is welded to the talk tube so it can be cemented into the ground. The buried poly pipe is made of 1 1/2" flexible oonstruction. This pipe attaches to the talk tube. The flexible pipe is anchored so that children can not pull it up. All the metal parts are polyester powderooated. 42"x116"x20" actual size. oonstructed from 1.5" OD x 11 ga. wall welded frame and 1.315" x 0.125" wall welded rungs. Finished with polyester powdercoat. Triangular shaped deck; 12 ga. punched steel, reinforced and platisol dipped. Large finished hand holds for transfer. Stairs are oonstructed of 12 ga., perforated reinforced steel, plastisol dipped. Stairs have a 6" rise. Step constructed of 12 ga. perferated steel, finished with polyester powdercoat. Rail is 1.315" OD x 0.125" wall pipe with 3/4" 0.0. vertical ramng. Finished with polyester powderooat. The Steering Wheel is 112· O.D. bar bent into a 11-3/4' 0.0. circle and a 8-5/16" O.D. circle inside the other connected with (3) 112• O.D. bars. Plastisol dipped. The steering wheel mounting bracket is 2" square tubing welded in the center of the vertical rail It attaches to. Finished with polyester powdercoat. Transition stairs are constructed of 12 ga. perforated steel with plastisol dipped coating. Stairs are 6' rise per stair with 1.315" 0.0. x 0.125" wall powdercoated double railing with 3/4" O.D. vertical guard rails. The rail is 1.315"0.D. x 0.125"wall pipe welded main frame with 3/4" 0.0. vertical welded rails. Finished with polyester powdercoat. The Rock Ramp is constructed of 12 ga. reinforced perferated steel, plastisol coated. Pre-assembled bolt on climbing hand holds. Hand holds constructed of high density compression molded polyethylene. 14 ga. sheet metal. Finished with polyester powdercoat. 12 ga. sheet metal, laser cut and formed. Finished with polyester powdercoat. Slide bed constructed of 16 ga. stainless steel sheet with 1" O.D. top pipe cap. Slide raH constructed of 1.315" O.D. x 0.125" wall pipe. Finished with polyester powdercoat. Romperfand Playsystems 90 Degree Stationary Rings Main frame of ring beam is constructed of 2· sch. 80 pipe with 2"x2"x0.125" wall end beams. Rings are constructed of 1.315" 0.0. pipe rolled into loop. Finished with polyester powdercoat. Glide Ride Track 3 1/2" x 3 1/2" x 10 ga. steel. 118" long. Pre-assembled with trolly constructed of 1 1/2" x 3" tubing with 1' 0.0. pipe handle welded to tubing. Rides on four rubber wheels with steel bearings. End beam 2" x 4" x 0.125" wall tubing with attachement tabs welded to ends. Finished with polyester powdercoat. Pods Pod constructed of U.V. stabalized rotationally moded polyethylene with steel inserts molded onto bottom for attachment to leg. Pod leg constructed of 1.9" 0.0. x 0.125" wall pipe and topped with 114" plate for pod attachment. Pod leg finished with polyester powdercoat. Rotating Ring Welded frame constructed of rolled 2" sch. 40 pipe with 1.315" 0.0. support ring. Finished with polyester powdercoat. Ring constructed of rolled 1.315" x 0.125" wall pipe with welded 1" 0.0. spokes. Brass bushings top and bottom with stainless steel collars to hold ring in place. Romperland Playsystems ® King County Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 206-296-6600 TTY 206-296-7217 PROJECT NAME: DOES PROJECT#: L01PC0"2.._7- Web data· 11116/2005 LANDSCAPE BOND QUANTITY WORKSHEET FORM For alternate formats, call 206-296-6600. ADDRESS: l'l,Ot.fl.{ SE t3L{...... Sf. £<-~ PREPARED BY: ~_,\c.c:l2<=~...)::..'-<"--..,_, .,,.)c..,_J.,,_t\_,._,·.;>=· :.oa'-='c:..:O,c._:_:-J ____ PHONE: :,'.{;L:)-GQJ -3/o'-'JB Bonds are based upon required landscaping only and will be posted for perfonnance and/or maintenance. Required landscaping includes perimeter landscaping, surface parking area landscaping, (KCC 21A 16) and any landscaping required by SEPA environmental review. The maintenance period Is for the life of the project, ...,.,,,,var, after posting for maintenance, the perfonnance bond will be reduced to 30% ($1,000.00 minimum) and be held for a two year period. Upon rEHnspection of the sile the bond will be released if the site has been proper1y maintained (21A 16.180). A landscape maintenance Inspection deposit la required prior to pennlt luuance to cover the cos1ll of the 2-year maintenance Inspection. Landscape Inspections are billed at the currant hourly rate once the Initial deposit Is · exhausted. If the pmjecl has not been maintained and there are dead trees, shrubs, ground cover, or other deficiencies noted in the required landscaping, the borid wiil be held until the deficiencies are corrected. UNIT PRICE UNIT TYPE QUANTITY PRICE SOD LAWN AREAS $500.00 MSF (1000 SQ. FT) 0/>--... ~ HYDROSEEDING $50.00 MSF ( 1000 SQ. FT) 8, ':S<;,:'.> :·-.f. -\\ 4:Js 00 t;;-ct-:.,,---.,_,.,,_,;; '-' o-"~;,;.,; .t<'J;:>_(·~,_.,·.~;., • ,, . -,.,.,. ,,, .• ,-',;·,,·., ;«.-. ,-· .. ,,-·: _·,_, . SOIL PREPARATION t"->t_) A. TOPSOIL (6 INCHES DEEP) $25.00 CY (CUBIC YARD) 'J. -.. r (_;-{ t\ '-5 .)l;,,J--5 •.7' . _) B. MULCH (2 INCHES DEEP) $4.00 SY (SQUARE YARD) ,4-J ~") <;',,( ~ (,350. 0(~) C. PEAT MOSS (TWO INCHES DEEP) $2.30 SY (SQUARE YARD) µ/\ ' \,"-.... D. COMPOST (3 INCHES DEEP & TILLING $26.00 SY (SQUARE YARD) ~i'\ ..)f\ E. FERTILIZER $6.67 CY (CUBIC YARD) )...Ii'. ..)F\ N'<• .. ·s;.v ···N r . .;,,, 1:l!a:MfjJJ;:WJi..-'l;f,;:~,~:;,"'"''''''-' ,,,.,-:·" .·'·'-"-':", :~-.. ··~ '"'"' ,_,,,;y_,,,:,;,,.,•-. ,".,·•i".:·.-1.,:.;_,:,\'f.\'.'..t·-·C' <-S-,,,:.,,-,!'/,·· ·r,,;·: '·-"''"~.; ,,;;•, , ·.a,-tY•'-l .,, ;-;a'-;.,:,:,•.,.,s~'-'-"-:.-,,", 'c, .. ',,'·,"', PLANT MATERIALS A. DECIDUOUS TREES 1.75 · 2.00" CALIPER (minimum height 10') $250.00 EACH COST&LABOR -., ·~ ., ,, PERIMETER & PARKING AREAS ' ~ I l J._.. ' 1.5-1.75' CALIPER $225.00 EACH COST&LABOR 5 i, I I J·5. {;>:°..J' IITTERIOR LNOSCAPING OR OllER, REQUIRED LAHDSCAPING ) B. EVERGREEN TREES FIVE (5) FEET OR ABOVE $150.00 EACH COST&LABOR 3 ~ !J.:.t;r~ ·. ~.><;, C. SHRUBS $35.00 EACH COST&LABOR E.~:) ~~.qo5;~C> D. GROUND COVER $4.00 EACH COST&LABOR 8,'" _.., ,ii, "'\;) o.:~ SUB TOTAL BOND AMOUNT BOND AMOUNT SUB TOTAL: 12002... ,. .,., .. ,~ .... I ' I LandscapeBondQuanlltyFORM.doc b-wks-landscapebq .pelf 11/16/2005 /r-o1 [g@l§OW[g@ n< '[1' 1of2 -J APR I 3 2007 L07MI035 Kr, .L,. 00.E.S UNIT PRICE UNIT TYPE ,..UANTITY PRICE •'M-"c'·""' ,-,,.'v-,,:;.,:c;,:;,,•"''"'.',•,,;•s-:1-.,M •" "i<:,',"". ··· ;cs".'i;<. ·i, ,·:,,,, '" ·;.,;.,r.r, ,-,:::,t,>-:-·, :;,,-.·. ,.,.i!r> ,-1,•s;,•P-;,,,:,,-,.;;,~•,'·•>.i! ,,_.,., MISCELLANEOUS TREE STAKES $2.65 EACH PER STAKE& C :J 4 \ A,c.'.:> ,h.:c; -' LABOR FENCING: LINEAR FOOT ~J~ ,_).A-., SOLID WOOD CEDAR $28.50 INCLUDES LABOR BERMING $17.50 LINEAR FOOT ,_)-f"\ .,.:)k, INCLUDES LABOR IRRIGATION 80¢ SQUARE FOOT \l,:,,,''?t'..)C) ~~ {\, I:> .. o 4-D . ;x, RELOCATING TREES ON SITE 36' BALL $260.00 EACH ,._J ;,-.,_ ~f'\ 60' BALL $920.00 EACH µf'-... ,-)r-, RELOCATING SHRUBS ON SITE 12" BALL $26.00 EACH 0~ ,_)~ 24' BALL $33.00 EACH t--l·k.. ~/>-... . ADDITIONAL ITEMS: { oO Onsite recreation facilities L\-, soo SUB TOTAL BOND AMOUNT BOND SUB $T°.?-1t..-2-~? . ..1· ..... -~ ' ~ ~ , Add 30% of the Bond Sub-Total for Contingency in accordance 30% with Financial Guarantee Ordinance 120220, Section 13. CONTIN~-,. .. $ •. . .... - ' TOTAL BOND PRICE TOTAL BOND PRICE: $ . . - ' -' < Revised LBOW 11/13/2002 Check out the DOES Web site at www.metrokc.gov/ddes LandscapeBondQuanutyFORM.doc b-wks-landscapebq.pdf 1111612005 Page 2 of 2 ~ King County Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, WA 98057-5212 206-296-6600 nY 206-296-7217 www.metrokc.gov Inspector's Daily Report Project No.: ______________ Activity No.: ____________ _ Project Name: __________________________ _ Location: __________________ Developer/Contractor: _______________ _ Date Signed REPORT Note: Each entry must be dated and signed S\Fomis\Current Fonns\lns-Dail.l'm 09-14-06 0 ·o C a E C C (l) C! 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''""' ' , ... ,., .. CURB & GUTIER 3 ! @ CB#8 N=162887.00 E=1307536.93 CB#8A N= 162868.67 E=1307537.19 .. -., I -1 ,,. J !, ,:' ", ,' I -, , I : • ". ,, r I \ \ .- (."< \ * V'. / ' , i ' ... :r i .1· ';, · . , I ) i / *) / I .' ,. " I ' ' : ' i :' I .r l;i'·' / ' i 1· \i;/ ,' _! .r ~" / .' ( .::/,t', . r I , .,' :· /,,. 1,i/x ' i , , :/1''/ . .i ' 1' . / ,I : ·t , / I 0 C ' / ,: ~ 1 I . r • '. '• I ' J 1· i' I I' f J , i1 : I I X~,,,//'i " ' I I ' I I t I I ' ,,,I I 11 ,I ; I .' • I I· I V j' i l.i ,: r-\,." ., I '''I' I , rr ' -,, I . ' ;·'i'"'1( I', ' .I c:::\· , : ' ,I ; I . I ! ;' I R=25'/' .: ,' I ,."\1'': SECTION DRIVEWAY C4.6 @ .. r ' I ·1 I ,. I I I I , -., ,, ' \ \ ·' / ' d r:c-=B7# 5::------, / • , STA. 11 +93.04 I }·' / 0 (12.18' LT),· .1 '. I • 1 STREET TREE I /\-1.__: C4.3 (TYP) ; 0 CB#4 STA. 11 +29.64 (10.17' LT) ,, ... I I I • 4 (.) JC . . ,,_.. . ' ~ . . a:: 1.·.· ·\ ,\ , 1 .:1 I ROOF DRAIN COLLECTION SYSTEM (TYP) 2 C4.6 1 ® 423 · ·I I / i . . . , , ---·····-. _l,-j-------I j, : ,, /_. ... --, I r.:.'.~· 426~-.. r i V '--::--c--::,, ,, ·. I . 12" CPEP ,,:.:, .----as----, '.I() C' · I. , i ,, · \/ , !'>------....;;..a r· 1 1 1 1, :: -----,'j'.1/}1,' / I . I ·•. • I' I ; ' I r' ' " I 1· .! ' " 434--/ CB#1 (SEE DETAIL THIS SHEET) !! .1 1 pi r I I t i: 1 : . 1 }1 ~ /1 I\ I ' ', '· 0 3 SIDEWALK C4.5 RAMP (TYP.) ' R/W CENTERLINE • A Q!) :1;1 l I I ' I • ' : ·:--.... : •: ./ _.... (:: ··~···[Iii ..•• '' ·-'' . .,.... . Vl ' STA. 11 +29.64 ( 15.48' RT) ""' -_ :, r -I / •• r, I i V /... I • • "' I --' ' 4 CB#2 ..-i---,STA. 10+80.83 ,____, ( 1 0.17' RT) ' • , ROLLED TO VERTICAL CURB 'A 1 · ROUND THRU-C~Rfh IN LET ~ ' CB#3 STA. 10+34.44 ( 13.83' RT) ! ' -, .. · · r · r I \ I • 1 -, . I ' • 1 1/1, I:·· r / I / / I ' . ' .. ' . '. . ,. ':,,--, i -,~. r,. ··, C4.5 . -j,,,::.:'.t. ''::'.: '};1/:': --~~ ..... ...,.. ........ so--~,.. -_ . ., , ....... ,.,:-·-.:.;:r .. :·:: :: :. : : .. ___ , ~ •· ::;1,;;~:11~c'.::r~{11r1~:;1~~~:SITION -~ ~, q,--·--• / ·=()=· =;;:f;_ ==' =·=_ .. ~. : :.(j~;=.:='.i":=: .. :~c:., .. ~·.~:·~,=.·,,.-~: .. =,.= '.I< , · · g i ~~o~o~c:cAL ,,/!; ,__ "' ~ ---~,;:6~:-,, .... ·--"6> CB#12 STA. 23+ 79.27 (22.33' LT) . --' .... ',1~ • '1 ' . ' CB#20 STA. 25+30.00 (14.34' LT) RIM=425.40 IE=419.00 6. p •' ' ) ,o N .,,. ,-. --~·-·~' ; i ' ' i ! . . ' . ' ' ' ' ' I '/ ., ' I/-· ' I I . ' II " · ,,1 lt\1. I " I ' . ¥ '' I . " " ,, ,, II " " " /I /I 11~)' II~../ II " DETENTION II ~RACT 'A'/ Ii ' I I '1 ·\ •i / I i.l ,,./ t .1 I r{\.// ,, ' I "f / \,( 1 I r,. .I I I : l } J' ' SEE SHE;ET,/. C4.4 ( /,,) / If • ·'.I ~ .. ~d"' ·: ,·/ \ 1.,1\ () ' ', f', ) ,,, I \ \. 1'····;, .-,< \. I ' \ ' I , I '\ . , I ' j 1'' ' " \ , I ;·· , · ,1 l,1 ' I I .' I ', I i ' ~ECREATION \ ' j ,/ ' i ' I•// i/ · ,;,. : / ,/11' I I / / CON 1 L STRUCT~R'~:y:' . , / ·. . ' I II II /I " / SPACE ,, IE=418.50 I. QO i ! I [7-·· ,, . jl. ,,.l,--:~)'. /.·' \~ i ,I/ / /1 j)' /,/: ,.. I. /,/1 / \ / N , \/"·t'·_ 1~; ,),/ I f-. '/ ./ -. Ii /./,I / , .. · : I · l ..... _....,_ -~ ·-·--· -''t----·' ,. ,! ';._, ":.")="'""';""'•"=-;;;'""~· ·~-c'.. "1__ Q / '' (-· ---• ·--J,_.:• '" ......... ?'"""'- • • • • ' ' .. ---.. ,,; ... ··-··· ...... , .. ' . ". ' , '"'''''' ............. ~ -- 26+00 --+--· -·----1-'- S. E . "•••••'"••<•MLO~"\(..,: -=-=----,' INLET :::. .. ,. I""' N 152618 17 ..• """"'" ................ , ...... -.............. ~ ........ ..... '' ... , .. CB#10 . STA. 25+ 77.12 VERTICAL DATUM: · (22.33' LT) '\ E 1307635.3 ,, ... KING COUNTY VERTICAL DATUM (NAVO 1988) BENCHMARK: KING COUNTY SURVEY CONTROL POINT NO. 3809; 3" X 3" CONCRETE MONUMENT WITH NAIL, SET 0.50' BELOW GRADE, IN A SATHER MONUMENT CASE. ELEVATION = 448. 119 FEET --• ... --. • ...... I i I .... __ '." ........ " ....... --... -......... . ,. :1 " 3 C4.6 ., ','1' ( ,, CURB &: GUTIER DRIVEWAY (TYP) __ CB#9 STA. 26+57.36 (14.34' LT) ' ' . -· ..... CB#9A STA. 26+81.78 (15.81' RT) ALL BUILDING DOWNSPOUTS, FOOTING DRAINS, AND DRAINS FROM ALL IMPERVIOUS SURFACES SUCH AS PATIOS AND DRIVEWAYS SHALL BE CONNECTED TO THE PERMANENT STORM DRAIN OUTLET AS SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS # C4.0 ON FILE WITH ODES AND/OR THE KING COUNTY DEPARTMENT OF TRANSPORTATION. THIS PLAN SHALL BE SUBMITIED WITH THE APPLICATION OF ANY BUILDING PERMIT. ALL CONNECTIONS OF THE DRAINS MUST BE CONSTRUCTED AND APPROVED PRIOR TO THE FINAL BUILDING INSPECTION APPROVAL. R: \Projects\ 1 07(0/fe )\01 4-05 (Sa ndhu)\Dwg \sheets\SD-drO 1 .dwg -Scale: 20 1. 2. 3. 4. 5. 6. 7. 8. 9. DRAINAGE NOTES PROOF OF LIABILITY INSURANCE SHALL BE SUBMITIED TO ODES THE PRECONSTRUCTION MEETING (KCC 9.04.100.D). PRIOR TO ALL PIPE AND APPURTENANCES SHALL BE LAID IN ACCORDANCE WITH WSDOT 7-08. THIS SHALL INCLUDE LEVELING AND COMPACTING THE TRENCH BOTIOM, THE TOP OF THE FOUNDATION MATERIAL AND ANY REQUIRED BEDDING TO A UNIFORM GRADE SO THAT THE ENTIRE DRAINAGE FACILITY IS SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BASE. STEEL PIPE SHALL BE GALVANIZED AND HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE (KCRS 7.03). ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES, NOT LOCATED WITHIN A TRAVELED ROADWAY OR SIDEWALK SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS (KCRS 7.05). ALL CATCH BASIN GRATES SHALL CONFORM TO KCRS DRAWING NUMBERS 2-013, 2-018, TO STREAM, DUMP NO POLLUTANTS" AND "PROPERTY OF KING COUNTY" (KCRS 7.05). 2-019, OR 2-020, AND SHALL INCLUDE THE STAMPING "OUTFALL ALL DRIVEWAY CULVERTS LOCATED WITHIN KING COUNTY RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A OF THE DRIVEWAY TO THE BOTIOM OF THE DITCH. CULVERTS SHALL HAVE BEVELED END SECTIONS TO MATCH THE SIDE 2-001 ) . MINIMUM 3: 1 SLOPE FROM THE EDGE SLOPE (KCRS 7.03(L), DRAWING NO. ROCK FOR EROSION PROTECTION OF DITCHES, WHERE REQUIRED, MUST BE OF SOUND QUARRY ROCK, PLACED TO A DEPTH OF ONE FOOT (1 '), AND MUST MEET THE FOLLOWING SPECIFICATIONS: 100% MUST PASS THE 8" SIEVE, 40% MAXIMUM CAN PASS THE 3" SIEVE AND 10% MAXIMUM CAN PASS THE 3/4" SIEVE. INSTALLATION SHALL BE IN ACCORDANCE WITH KCRS 7.02(8), DRAWING NO. 2-024. DRAINAGE OUTLETS (STUB-OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY KING COUNTY. STUB-OUTS SHALL CONFORM TO THE FOLLOWING: A. B. C. D. E. F. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE-FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE-FOOT-HIGH, 2" X 4" STAKE MARKED "STORM" OR "DRAIN". ABOVE SURFACE LEVEL, BE VISIBLE, AND BE SECURED TO THE STAKE. THE STUB-OUT SHALL EXTEND PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN KCRS 7.04. OTHER ACCEPTABLE DETECTION. IF NON-METALLIC, THE PIPE SHALL CONTAIN WIRE OR ' DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB-OUT CONVEYANCE (E.G., POWER, GAS, TELEPHONE, TELEVISION, ETC.). ALL INDIVIDUAL STUB-OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOMEOWNER. LINES WITH RESPECT TO UTILITIES ALL PIPE ENDS WITHIN THE ROADWAY REQUIRE BEVELED END SECTIONS PER KCRS 7.03L & DWG 2-001. 10. CONTACT HENRY PERRIN (206-263-6138) AT LEAST 2-DAYS BEFORE ANY ROADWAY STRIPING. 11. PER KCRS SECTION 4.01 F, A 1" FULL OVERLAY SHALL BE REQUIRED. APPROPRIATE REPAIRS TO THE EXISTING SUBGRADE, BASE MATERIAL, SURFACING AND PRE-LEVEL MAY BE REQUIRED PRIOR TO PLACING THE OVERLAY. THE OVERLAY MAY BE WAIVED ONLY UPON WRITIEN REQUEST AND AFTER AN EVALUATION OF PAVEMENT CONDITIONS AND/OR CHANNELIZATION REQUIREMENTS HAS BEEN COMPLETED AND APPROVED BY THE COUNTY ROAD ENGINEER OR DEVELOPMENT ENGINEER. 0 \ \ ' f ! ' . / / ' ' .· I , I/ 1' ' / i i I""• /\ :[ " ' ,' \ •/ ' ' -· / NGPA ' . TRACT \; ~12~"~ SD-1 !\J -~ 12" SD ASPHALT CONCRETE PAVEMENT ' 'v CONCRETE PAVEMENT I • ,, ! I I ,,, ...• , .... \ --, . " I I -----,-, . -1 .. -/ :.' ' 0 V, "' i ~ '<, \ """-ACCESS LADDER STREET TREE ·<f ; ' i ,1 / , i .: i CATCH BASIN #1 DETAIL I I I i i ' . • I I , I i I , ,-/' ,·: i I . I l ' .! J t I j ' I ,' I I I I ' . . ' ' ; < I• ·,,,, .,·" '' ~·' .. ,,• ,. ,., ,,,, ,, . ' ... ~· ' '',,.~··-.~ ~~-·-~··· . ' •... ,. ' ~·,·· ,. ' i ·I' ~ ,, /': // ' I ' ' I ' / ....... ' i i ' ' i . ,, "' i .. r .,1 ' ' -- , ........ ·, I . ,· . . I ' " ', .. , ' .. ,., .. ,•'. ,' ,, i ' ' ' . ./ ' ,., ., ' .,,,,, , . ' . •' ', ·i;·· ~·-" .. , ,, ,, ,.,' ,, .. ,.,,. \ "·, ," I ~,,,;,\ '\. ' -. _. .. •" . ' '" ( , ' .. ' I ' ' ; • '· ... , ... '.. -. ','. ,~.,"···-· ---.' . . ' . ·:; I;:'... -- . ...... -- .. , ...... . ·-----------"--"-·-·- CLEAN OUT AND REGRADE EXISTING DITCH. SEE ,/' DRAINAGE DITCH SECTION,,," (DETAIL 7 ON SHEET <:;4'.5) ... ~. ,/ l/ ,,, , ... ~ SEE EASEMENT FOR WORK .f'..:.:. I ., ''4 ,,,,h "·' ·. ·, : "· ' ~ ....... s:::I~ . ~ .. II ( ' ' • _..-" ' R"JL\rei1'Rl~E PROPERTY ... ' , r·j " , · . · · , :,.(~,-"/·". \ \ .. ,·:.:::::. -_.,,,•'"\\ \ ..... ,,/' ,· . . ' EXISTING. 24" CULVERT.·,> -· · ••• I ' , .. _,. ,~ .... . ' ' ' .. ,, , "·" ... ·, '"' . ,, ... · ·.·.·. 28+00 JA H. SANDE S, P.E. DEVELOPMENT ENGINEER ..--· \'\\·,_ -EXISTING EDGE 1 •.,, OF PAVEMENT --· \, ' ·--·- ,, ,. -..... •,• . ., .. COMPLETION DATE Jj(l/07 COMPLctlON DATE I APPRO AL /DAT .. -,-' . . . . . . ' ' . . . . ' ' ' ' "' ' ' ">' ~ •"' • •• """ •••,~ "" L°' ,., ... -, s.:-, • • . \ . . . \. . . \ \ . .. :.; ., ' ..... ~ •. ·. :; .:~.: .: ..... \· ~:..:...; ... · · · · ·· 2·g·+· oo· · .... ' ' \ \ \' \ ,'' ··-·· I . . .. ' t, ' • . ' . ,,.~ \ ' I ' ' ·-~ - \ . . . . . . . . . -. . -. . . '""!~~~ .. ~ .. '.:+ :.~:.: .. ~: . ~ ....... ---·.;;.;;; , ... ~ ·; •::..:;. -.;;;.;.-'·iJ .. "'•• ..... ' ·"' .... ····-.... , ............ ' ' "" L... l ... .. . .. ... ....... . ' ..... , .. , .. "" ,' ·) . ' --··~:::::::: .. :. : '":'.""'' ''. j ''. N --.,,,.,., ..... '•,,, I '. COMMENTS: 20 0 20 40 1 "=20' scale feet flJ z 0 -flJ -> w a: O~ONO..-ONo en CO I"-<O V' ,-f". N .. -• u flJ • • 0 N N ,: • 0 ;. :c u _J _J .. • u flJ +--,-0 (/) - IO • 0 0 ,z .... --u 0 .. ' -.. 0 0 ~ ..-IL E 0 u C: 0 :::::, ·- z O< Z-' <a. ..c U) "'C "> c:·-Q ~ co "C < a: en"° o o ::J a: ~ en en \ C4.0 l ,- ----,....._,....,._....,._..,.. ...... ..,..._.,.... ___________________________ =•-=---·•-----nornz---=----'"--*'--"""--· ...., ___ : ,-m-nn-· _'"_.._ .... , ... ___ ,..,_._•-trmmee-----•=•n ___ , ______ -··----s •--·--+ --11&1aiill _____________________________ ._ __ H._. ________ ,..... ___________ _,._......,. __ ,....,...._..,.......,....,._.._""'ll I I I i • I I I i I 0 ... (j) (0) ® 0 CD ' z." e ,---_J_ ____ ___,. __ _ 4" @) bi\2-MW ~'€:--Sb r\' l'\'\l'., 1-\ (_~<?.') af'{ b, G -- " . ' . ' I . ; . -, .. "· -'· ·---·-. -·-·· --'--··---~....= I 1 I 1-------:::--r---i( l ~ ,I , QfY 5YM. 15 ~ 125 e 2 CJ) I 8 2 0 t7f5CRIP110N Ra1nb1rd 1800-0,8,10,10 Quarter Ra1nb1rd 1800-7,8,10,I? Half Rainbird 1800-0,8,10,I? fh1rd Ra1nb1rd 1800-0 ,8,10,1::, fhree Quarter Ra1nb1rd 1800-::,,8,10,17 full IRRlaA110N NW5: -PLAN 15 t71MRAM/V\AflC IN NAfLRf: -At7JU5fMfNf5 MAY Bf Rf:OUIRE:t7 fO fN5URf: FULL COVfRAaf OF AL-L rr51CiNArft7 ARE:A5 fO RfCflVt: IRRICiA110N. -At7JU5f NOZZLf5 ANt7 RADII OF HfAt75 A5 RfQ. fO AV01t7 OVfR5PRAY Wt? E9 Ra1nb1rd 1800-1::,-551 -5Y5ffM t?f51CiNft? 15 BA5ft? UPON A 111 MfffR WlfH 67 PSI@ P.O.C. Wt? ~ Ra1nb1rd 1800-l::,-r5f all spra4 heads to be Ra1nb1rd 1804 1 ~ Hunter P CiP Rotor 5pra4 heads P.O.C. I I/ 2 1111 ciate valve P.O.C. Wilkens I I/ 2 11 t7auble check valve P.O.C. Ra1nb1rd 5RC Ouick Coupler ----Schedule 40 Malnl ine ( I I/ 211 ) Class 200 lateral lines ( sized per note below) Class 200 pipe s1z1n:i: 0-10 CiPM ~ 5/ 4 11 , 10-16 CiPM ~ I", 17-24 CiPM ~ 11/ 4" -----5ch, 40 5leevlnci ( 5ee slzlnci on plan) ----- 1 ~ Ra1nb1rd I I/ 211 PrB and I" t7V-f I 00 control valves Multi strand control wire Carson Valve Boxes ( size as necessar4) Valves to be operated via batter4 operated solenoid ff CiPM fYPf I 50.49 LAWN 5PRAY 2 29.62 LAWN 5PRAY 5 21.92 Bft? 5PRAY 4 18.46 LAWN ROfOR '7 . 17.91 Bft7 5PRAY 6 WD LAWN 5PRAY 1 fBt7 LAWN 5PRAY NOTE: CHECI~ WllH LOCAL WATER PURVEYOR FOR METER REClUIREMENTS. UTILIZE DEDUCT METE.:R IF' RECOGNIZED. VALVE OOlt TO SE' FUJSH IN lA\'hl AREAS OR I~ ABOVE MULCH ! STUB FOR IRRIGATION >y SYSTEM OR TE( rRoM ~ I CONmOl 'MRES STANDARI) VM.Vi. Bt•X COfl'/'·9'- -MAINLINf 5HAL-L Bf IN5f AL-Lft7 Af A t?f PfH OF 18 11 -LAffRAL-LINf5 5HAL-L Bf IN5fAL-Lft7 Ar A t7fPfH Of 12 11 -AL-L PIPf fO Bf IN5fAL-L WlfH fACfORY PRINflNCi FACINCi UP -UflLIZf 5rLrCf BACKFILL IN rRrNCHr5 ( NO ROCK5 At7JACrNf fO PIPf -AL-L WIRr 5PLICf5 5HAL-L Bf MAt7f WlfH 't7RY 5PLICr5' ANt7 Br LOCAfft7 IN JUNC110N BOXl::5 ( UNLf55 Af VAL-Vf5) -CONfP--ACfOR 5HAL-L INCLUt?f INlflAL-5Y5ffM WINffRIZAflON -PROVlt7f ACCURAff 'A5-BLIIL f' t7RAWINCi fO OWNfR • VrRIFY AL-L Ll11LlfY LOCA110N5 PRIOR fO COMMrNCINCi WORK -CONfPKfOR WILL t:JfffRMINf PIPf 51ZINCi -V AL-Vf ff' 5 6 AND 1 CiAL-LON Mr WILL Bf t7fffRMINft7 ONCr fHf t:JRIVfWAY5 AP.J: LOCAfft7 fO LOf5 -5LffVf5 ARE: fO Br IN5fAL-Lft7 UNt7fR AL-L PAVt:t:J 5URFACf5 • 5HARINCi fRrNCHf5 FOR IRRICiAflON PIPf 15 fNCOURAaft7. 50ME: PIPf5 AP.J: 5HOWN ON PAVft7 ARt:A5. fHl515 t70NE: ONLY FOR CLARlfY -CAL-L BffORr YOU t71Ci tr 1-800-424-::>777 EX. SERVICE LINE ~ W· DEDIJCT WATER METER (IF' APPUCA8LC) - 'INSTALLED 8Y OTI--lERS l (SEE MOTE A8·JVE) PVC UNION-..,_ ' __ .VAL.'/·.,, PVC ,ia -• -, ELL GATt VALVE /T DOUBLE CHECli ~VALVE MANUAL DRAIM e VALVE .......____-t:;;;--....\ QUICl< COUPLING ~~VALVE TO VALVES --------': , I ij--,--,,_.... ___ ~_: ___ ··--·-·----~ ----~~i~0t S~a;e Co11nectio11 _J OUICI< COUPLER -SIZE ~'..-1\---AS SPECIFIEO •. 11. , r---~ '! jl4 fltBAR -14' LEHGTH ,// W/ Tl.'/0 (2j SS CLAW'S°" ' 1 ' ' ' I f= c•=•~-•"'"'"--~~~~=~.,...,.__~,.~~,-=·-----~·-~..,...,.....,.. f,. ---; C)uick Coupling· \/olve i ' I . L. , ... ,s. .. LL~;:: .. ~ ~~::ui ~-"-==-~.,=~~=-~--u---·-.. -·~..-.._ ___ i LAlE!Ml. """"' AOAPlm 4" DEPTH OF/ Pla'.A GRA\1£L PVC NIPPI.aS P\IQ NIPPLE TO MAINLINE STUf; Irrigation Control Valve Installation Detail -No Scale ··- SET HEAD FLUSH il·I LAWN AREAS, 1 /z'' i\60'/E MULCH IM 8EOS PQP-UP SPRAY HE"AO - \ \ . IW\uh I /J 1. ao,• ... c,,i .APPFlOVl!D BYI . . . 0 W O Oc, ti-, ~?-J>,?E:--':, , 1,.W:., STATE OF WASHINGTON REGISTERED --~/E-?;ZJ ___ fuT~ I ATE ND. 990 IVAL'lrfooLY WITH SIGNATURE) RBVl8SD DRAWING NUMBER •. 00. ~:i, IZ.<i\1,:11:->ltJ\il6'W'-.wd . .0,',."lw,.t, ··1----------------------------------------·--------==.,.,--me,ree, ----ra=--------·--=-:mm_ ...... ________ .,.,.:J11..,..111uw..,+,e,,., ....,._.., __ .,........_n.,,,..,,_.,.,_,....,,_. ________ ,.._. ee1iu.....,kl!ti~&a ww ,. e •----,....,•--•-=-@-----a-w•---d-NI/Qf_w_111a._._, ______ ._.,,..e,-,.., .,... .. , ________ , --=--·-----,,_.....,..,.. _ _....,.-i,....,.......,. _ _......,-.. ___________ ....i,_._. __ .......! 0 L...-z. . < . . I i . ' ", ' ' ' . I I Ii I I • :f'. : ... . ,: ' I I I '~ ~ '" < .. , 0 ,. ® I -·~-----------.f-1-l , .. ,, . ' . . . ·:<;;. S.£ 180lli ST. ::l ::l ~ ~ ~ ! ~ --- 0 CD S.E. 182ND ST, ::l ~ ~ !:1 S.t. 184TH ST. S.£. 1881H ST. VICINITY MAP .. . . , .. '. ! I ' ' (j) j;/, . , @ ® . ' b\l"-~.t'..7 ,N:.C.,t,:'c-/;;, f-\P.<f°'Ll-\ ~ (:'f;'.(17.J 671'{. I\- ® ., . . ' I,(. . , • ..., ' . A . • '<f, . ' . . . ' . . ' . =/ ~-ti~C-M . (_,(I '(' 2. .....•.. F'-1 o&,z, 0>61,Pt-je,c,Mi Hl:;\6 ioe-No-l t,vvi-\f:.4-·0 C.:~\CC>':K/COL-0¢--' .. 2.. . ? \J\ht-l \7t,,N,.t-' 'l-o(_.\1.-V./ / ov~l'l-t,{7 I" 1ve-iz.. U>Vt;,vf-;,, @) s ' u,t-\'.'..-0-f.?{ e,,, \"'l'<(t\ l 1'{'?.') ,, = ·· ..... ' ~:: ... · . . ·, , ... ') ' \,..,,._ ' . . •. . ·,. 4 ' •• ' . ---= ' ') . ) V . . ~. . . ' . ' •4. ,.·. ::,'. ·. ··. ·:1·1· . . ' . . . ' ' . \ • .:, I .. . " I I - P~ANf ~~Ci~NI? 5YMBOl BO,ANICAL-NAM~ free5 • + 0 ® 0 • • • I G) N0~5: Acer clrclnatum Calocedrus decurrens Cerc1d1ph4llum japonlcum P runus serrluata 'Snowcioose' 5hrub5 Carex Morrowll Comus stolonlfera Mlscanthus sin, 'Morn1n11 l111ht' Spiraea japonlca 'lioldflame' V1bumum dav1d11 V1bumum tlnus 'Sprlnci bouquet' COMMON NAM~ Vine Maple B' Ht, Incense Cedar 7 6' ht, Kat5ura 2 2 11 Cal, Snowcioose Cherr4 14 211 Cal, Chanticleer Pear 9 2 11 Cal. Var, Japanese se011e 27 1 ciallon Redtwlci t?ociwood i B 2 ciallon Silver lirass '.7 2 ciallon lioldflame spiraea 21 2 ciallon David's V1bumum • 2S 2 ciallon ' ' Sprlnci Bouquet Viburnum 24 2 ciallon I Subcirade to be thorou11hl4 scarified and ciraded so that the4 are 411 below finis cirade In all proposed landscape areas A minimum of 4 11 depth of Pacific f opsolls :?-wa4 mix In all proposed landscape areas or approved eciual 2 11 depth bark mulch for 7 1 dia, Bark rlncis and proposed landscape beds , Installation of plant material and cirass per plan. Adjust plant material and eliminate cy01ss as needed for lot access Acir1fonr1, fest, or equlvalerrt plant tabs In pits .-···"· , ·· ' Plant1n11 / stak1n11 per deta 11 AJI plant rnaterlal Is to conform to 11 American Standard for Nurser4 Stock' 1 Plan Is d1a11ramat1c and field adjustments ma4 appl4 See manufactures recommendations for Installation of pla4 e11u1ptment. CALL BEFORE YOU DIG (1-800-424-5555) NOTES1 -TR!E PIT SHALL BE EXCA\IATED TO A MINIMUM OF TWO TIMES 1HE DlAMETI!R OF R001BAI.L OR CONTAINER -TR£E: CROl'il'l SHALL BEAR THE SAME RELATIONSHIP TO FINISHED GRADE AS IT 010 IN CONTAINER OR NURSERY "' Pl.ACE AClRIFORM PLANT TAat.tTS ALONGSIDE THE ROOTBALI. PER MANUF AOTURER'S RECOMMENOA TIOHS (1) "'"' wooo 51AKE, 12 GAIJE WIRE AND 3/4" RUEIBER HOSE. TO PROTECT 'fflUNK MULCH LAYER: DEPlH AS S?ECIF1EDJ2." MJN,) FEATHl!.R FRO CROWN RE:MO\it BURLAP FROM TOP 1 /3 OF ROOT8ALL, CUT WIRE SASl<ETS BACl<FILL MIXt 50::t SPECIFIED JMPORT •,:.--SDJL & eon ON SllE SOIL, l'l!L~ MIXED t.lAKE SURE BOTTOM or --PLANT PIT IS WEl.L COMPACTED TO AVOID SETILINO ""'· tAEIS ' ' ttOT£S': MEE P!T SHAU SE EXO,WA'it:O 10 me£ 'l)Ut D1M!0£R Or' ROOlBAU. OR CONTAINaR. ffl!E CRO'r\N SHAU. SEJ.,'i Tl1E SAME FIEI.A110NSHIP 'TO FINISH~D GRADE AS IT DID IN CONTAINER OR NIJRSER'l'. PLAci! ABRlf'DM PLANT '/ABLETS A!.ONOSltiE: THE ROO'IB/\\.L PER MANUFACT\JREA'S RECOtlMENDATIONS, I (21 2'2X6' WOOD 1 -STAKES, 12 GAGE I • "'"t ANO 'L'" __.,,I ~ RLISSE.R HO,E TO , ..---PROTECT TI.LINK MULCH LA'flfi: DE?lH AS SPECIFllD (2• MIN,) REMOVE' 9Ult./\F FROM TOP 1/3 Ot ROOTE:IALL, CUi ~RE EASKE.TS BACJCF'lLL M)(f &O~ SPEC1F1ED IMPOl'H SOIL & 50,: ON SITE SOIi., WE:LL i\llXED MAl<E SURE BOTTOM o; -Pl.ANT PIT S WELL COMPACltt 10 AV0/0 SEffilNG N0T£S; F'LAtlT PIT SHALL Elt EXOAVA1[0 10 Tl'I\CE: 1HE DIAMET£R OF ft00T6ALL OR CONTAINER. PLANT CRO\\tl SHAU. BEAR THE SAME RELATIONSHl? TO FINISHED GRADE'. AS lT DID IN' THE CONlAINEft OR NURSERY. PLACE AGRIFORM PLANT TA9LE1S ALONGSIDE'. 'JHE ROOTBAU. PtA ' MANUFACTURER'S RECOMMENDA'noNs. MULCH LAYER: DEPlH AS SPEClf'JED (2" MIN,) REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL (REMOW Net.I ORGANIC BURLAP COMPLf.m Y) ik SCARIFY SIDES BACKFILL MIX: 5o:i. SPECIF1EO IMPORT TOPSOIL & so,: ON SITE SOIL -~LI. MIXED Coniferous Tree Staking Detail f'.lo Scale Deciduous Tree Staking Detail No Scale Shrub Planting Detail '-:",----,+,....,.-. -.. -.,,._ _"'\I ,.,,,..'l,·'i"•,""1""'-r-----""T--,,__ . . . . . :~· '·'··@···.-·_.. 'Ql . ' ' ' . • . . -. . . . . No Scale © .·. • • · '1"'\ ·:· .· .. W· . . . . . . ' 0 0 o L07i1I035 l<IAI.I• I " ' 2D., D" APPROviiD sv, -· A. /10/01 .-------·----·-, KING COUNTY RECREATION PLAN APPROVED ,mw. 111o-07 [JATE r------·---,---~·-·---~-.. Kli'lG r.;QlJi'JT'( LANDSCA[.JE Pl.J-\f\1 l . APPROVED ! ~~l,U.,L _lJj£_~ __ 1 · DI\ fE , ~------·-·-----··-~·1 . DRAWN av-f'"~ R!MBIID ; ' I • 1: " ._ .............. ----·--·· '--------,