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14-104725 (2)CONSTRUCTION ORA ··. for I prepared for INGS HI HMAR I T ENT ' LLC S.W. 320l:h ST. ~ 1' $, 344TH WAY l;I, S. 34Bth ST. ~ 1.;i•ntm :::, 1 J }".-r' A } VICINITY MAP NOTTOSCALE ., 1-~~~-~ Call 2 Wormg Days Be'!ore You Dig 811 U!illie8 Underground Location Center OD,MT,ND,OR,WA) ·-·-·· ---·----·---------------"' ---------------~ ----------~~----~----IC 3450 S 3 FEDERAL PH. (2 EL KER WAY V, W 3) 874-3 prepared by y TE. 115 98001 Sheet Index SHEET NO. DRAWING NO. DESCRIPTION AUGUST 15, 2014 33400 8IhAve South, Suite 205 FEDERAL WAY, WASHINGTON 98003 Phone: (253) 838-6113 CONTACT: FRED BROWN, P.E. -1 2 3 4 5 6 7 8 9 10 PROPERTY OWNER HIGHMARK INVESTMENTS, LLC 3450 S. 344TH WAY STE. 115 FEDERAL WAY, WA 98001 PLANNER/ENG !NEER/SURVEYOR ESM CONSUL TING ENGINEERS, LLC 33400 8TH AVE SOUTH, SUITE 205 FEDERAL WAY, WASHINGTON 98003 (253) 838-6113 (253) 874-3939 CONTACT: FRED BROWN, P.E. ZACK LENNON, P.L.S. ESM JOB NO. 1431-001-007 SHEET 1 OF 10 CV-01 EX-01 ST-01 ER-01 ER-02 ER-03 GR-01 UT...;.01 UT-02 UT-03 COVER SHEET EXISTING CONDITIONS OVERALL SITE PLAN T.E.S.C. PLAN T.E.S.C. NOTES AND DETAILS T.E.S.C. DETAILS FINE GRADING PLAN UTILllY PLAN UTILilY NOTES AND DETAILS UTILITY NOTES AND DETAILS PERMIT NO. 08-101241-00-EN CITY OF FEDERAL WAY APPROVAL DATE : ----------1 SIGNATURE : -----------1 RE-~~,~n ~-L-1\L~ SEP ! 2 2014 !Cl~Y OF FEDERAL WAY CDS fi Ip ''i', ' ~ C, 3: "' -o-.. --? >, xm w /U • .ii ~ () ~-.,.-o. ~ ~ ':J i~ 0 0. , I "' ~ "' m r!1 ;; -:: " 0 ZN ~~ "' "' ;E·,. -~ w •• /u /!J iii°t) ii: 0:: LEGEND EXIST. CONTOUR PROPOSED CONTOUR WETLAND BUFFER ROADWAY CENTERLINE PROPERTY LINE LOT LINE RIGHT-OF-WAY CURB CONCRETE SIDEWALK POLE ANCHOR SERVICE POLE POWER POLE TRAFFIC CONTROL BOX TREES CATCH BASIN TYPE 1 CATCH BASIN TYPE 2 STORM DRAIN SANITARY SEWER MANHOLE SEWER LINE FIRE HYDRANT GATE / BUTTERFLY VALVE CONCRETE BLOCKING CAP AND PLUG WATER MAIN UNDERGROUND POWER CABLE TV TELEPHONE\PRIVATE COMM. GAS METER GAS VALVE GAS LINE UNDERGROUND PETROLEUM CHAIN LINK FENCE MONUMENT IN CASE SIGN ROCKERY PRIVATE VAULT US WEST VAULT P.S,E. JUNCTION VAULT P.S.E. VAULT STREET LIGHT 't ' t I'..) . } ' r.··· ,~;<>\) ' 1 ' I J Jfil\ I :1(1, \ I }~I\\ I 111) ··. "i ) ... 1.l. \_ .I\ 'q' I\ I \ lr1L\,1\\ . •1J:i•·:<}I \. A PORTION OF SECTION ·15, TWP. 21 N., AGE. 4 E., W.M. LOTJ 2.77 ACRES . LOT -i BLA NO. fHJ~ooo? £As-r 3.27 ACRES LOT -J, BLA NO. fl.D~OOD2 CJ-\JVJPUS CO F<.PO F~.t\ -r £ ,,.,,, .>C"~_-,.r ------c:}--.).:., ··1 ~ \'. ii: ·I\ \ '<\, J ----.. . (", '/(-1' ,. I "" (D If 11 \ \ r · 1, \ J. ,, 11. \ ,ii'.··.· .. I , iT.1i .. ·11 .. > .. •·· .. \ 'i ·~--,.,·· ''\ . 11: 11 .. .; \ ,.·, I \ \ i J I . \ I: : . I \ :, I,. . . I • ·. · \ \ re 11• ~~ •.. , •·1·1.·.· .1~ ·'· ·. . I . , .. \ ·.\ ' :JiL~~Q J~s':,':-,~, E~~+:~g r:ifT / _,,,,,... EXISTING STREET , LIGHTIN~ (TYP) :l ---------·'··'•i:'/J\, .... : / . -0---::..:: . .-. .. ---:::........_ .· . . t -..,,...._,.::::---.., ------------:,..;......_.::......_~-.. ------' ' . . -....::. ' ' ---~--------,-----~,-.:__:..._' f-' • ------·-----I'-----------------''-•,;> ', l t,.J ,,:·, I "' ........_ -....... , '....... ,,·7.·;;-L'._ :· .. , c: ;· -.... _,,_,. .... ~---r.' . ...;;•,· ,:. ;· -~--••. ·" ·1 .. ·-~ ~-., ... ,1' '-·=·--'• -·----:c:cce~~ -·-.. -------... ·-' -··r-y·;;.,c· 97 98 99 100 r , . ' --·--1 ------t--1----· ' ~-§Y~~~~AEUSEF1!wAv s.-T~ t---!U-~2 ~ 1 ---!...,.--cc,'-~-104 ~~-'.; -.... , ' -----.. ··-•---·-----·---·.:;,:~:.;:·:;:;·:_:, " ... :.~:{;;;::;;::::: .. :;cs;; '"---.... ·-···----w---·----.-j'-. ~ '===···'""' "' t\. ' -'"/·' I• I . I . ,.:~·--·-·:.: .. ,· ___ __r-· "•·= -""--, :\. -r\" I ... I I I : 2?toa_-1------------~-------__ _ _ ' ,, , I, ' .. -·-.:,_,·;,~ ' ;, ___ . . ·-. -·· -~ .. ; ·,,.) \I I 'C.' --'-=1-_____ _: ~--:,-c---. ---------~~-~----/"'1 ..• rr~r-,1 • 1 1 11-i I l .. •ll~ I I _ ; , . . ! ' : .. '(· . I I I ; I ._,. ; : • . ,' . , , . O.t . I j 1 5' WATER MAIN _ J '1 ~ ' ' . :· : +j --:· • EASEMENT i ;'. r ~ ] .. )'ii .. ( ,' . l . • s·roFZJ\;J \JV/~ -rEF~ ... . . I ~ .· --:-r ~< ·. ,.·· .. -~.·· ·.·· . J\;J_t..\J"J,,L\(0£J\;JP'J" . .j"f ·---------· . . . . . .. . .. -....,._,___ I I I lg, i , ! 11 ,.. . '·. F ~ --· . ~,( I I I ~ f.; . ·< ... ; ........... _. -J..\cJL1-rY EASEJ\!JEN-r . ~_...,.,.....-\ , , 1 , ~ i;::, ,,. . 1 • ,.··.. '1• • ' WETLAND "A" -1 --" .I ~ ' . .. ·-> · .. '• . -'-. ·1 I -r:-i "· ... , ____ ···~ ..., I"" I., ,, " :..... ·""·'-. > . , I . . . . 'l ·-., ··· ":··,-c· ' .. I 1.~ 'I I I ',.:.:-"-c._, · .. · ~·.····· ' I ", ii s ITE I.•. t ',,~'-, . .: ! : z ~ ', ___ ~ :" i' EX. WEA BLDG. ~···· ... .. · .· ·~ ;':..: ,-C . '~ ---" ,,-, ! ---; ., r..:: ;.-r ',::Z,.", ·. · .. · .·· . -, , _ . .·· · s, 1 ;g. ;: .·· := 3.27 ACRES 1 : z . ,;-, ...... ' -..2>.. ' '· I g ' . I I °'~It ..._ ..... ;s:,.,, .'-... 6 ' \ . . -·· . ······-., I I «! . ;;.i ,,,,,_:::;; '-" I · · ·· i -:' --""-~ • ' ' i .• , • '· • 1·· 11· ':}. . ..... .,_, . . ...., '-I "' . ,, .: I "' ;;.;,, ,· .·.·.·· . : "'I', 30', SANITA,RY I .>• ~ ' I .· . · '.-, .... '.'".·-····· .. "';;;;;;' . · . " I "' . , ..._____ I '?s ·· ,,-,.,s, .. '" "'-;;;._<,'--· SEWER EASEMENT', c';; I 1, >. ,, ' ;.:;z ~ " . ' ;,., I '.Js ., ..;;;, " ' m I ,,. ' ··,.":;t. ' ..... ·'-., I I OJ I•. ·,,,. ·.· ' . ' ..... '-.. 1· .i,. '°'~-' , , --.... 1 I '1 "".-'-.:---._ 1· -....... "-.. ' / I · ····°"'. ·".·. .· ' I , " .. ·· . . ' .I ~· .. ... '\'· ...._ ' ., ,,, ",, I I 3.81 ACRES . "'-· i;: .. '\ ...... " .. ·.· ,,,,, ......... -:: ' -........__ '... -,! ........ ''::....' I ',"-.. : ,"'-.. ~ ·H· ',;, I '-, "-. . . " .. I ·· -, · , "-•, ·-.,, b · .. J,.., .. '-1 I , "-' ·. '· ,., . ,, . I'' ,, '-., ,· .,.. ·1 I. .·,··· 111. 1111 i' . = t ' ' ' ' " ' ' ' "I ' ~~ -"" .,•<·>) ·····-··"-,~ . ·----··ii)( r, I ~ I ' / ' I .. I ' I ~ I ' , .. I ' J , I " I ' I ' I ~{t ' ;~ ; t , I " ' .·· >1 ·-' _·:_.-\ f• ::· .. / __ [-'"-~ ,, , .. ' '-' , I, I -"' '--\ -_, ~~ --> >, I -~ , , · ,,,"-.. \'-.. , . ,. . . I I. I .... ' ' .. ,_ ", , \·-. ,,.:. ' ' ' ",......_ .... -., I . I -' .. "·.... • -.....:,, ' ' ', ,c .. ' ) •''';;'--''1· "-..... '"-_, _... " . I I /. ,-·: "/' ' "-'".·::,>· '' ,, '-. '-:::-.... ,,.; ·, \ ~.-... ·. ', , I I ,,·. ,., ", , '-< ... :"--' '1· I .. ' -... ·· .. ·,·'"· ·.>,,,.,.-.. . I .. ·' ,, '·· -.. . "<<:::;: ..._ -'·I ) ... ·.·.·· II ' ....._ '> ' ,,'--. ' °'-. < ,',N.; "--/\ J~l~'[}JJJ -, i -~--~-------...., ! ""I ..., ·-!=-~--· ~-:., ' '. . ., t: / .. -"-. ,, / "....,_ :; ·. '-.,. \ ;..:, ;:-' -.... •,,,< ,':'-'· ._--.... I 'i, I -....., '~ · .,.. ."":::,,: . ' , , . --1 •r,. 1j -...... ""', . '-' -~ " c-·--' T "'-..... ' >-~ ,' ~:.:::/ .. ' !.,., ''::._, . -·--,-"! ! t ............_ .. -........., ' . .......__ ·------~--'-.. --....., , __ ,. < I J "-I I ' ... · ...... , . . . -,.,, ·· ... ·. -...----7""-.-.,,-------,---J'c: ' '.c:, I T I ., 1 ~ j, 15' WATER MAIN EASEMENT 'tJ.t .. l ~~ -~~ .. i.., ,.., ..., ! ..., I 'Tl 1-,., ! ..., t~~ ,. I I 1 ! WETLAN\D'· "D" I \ ·. ~~----:,,:·:.:~ .. ~t~59~~0;~:=~.~t;~~~*-:=~ IL -~-; I ,,, ; ' .. /'··· .. ... C . ,,. •.i:. "1 i--,;-, ~::: . '· ., -' ,"-' __ _.,.....____ ... ,._ !"'"" :·.: + ... . ~~~-1+....I I .J "' -.-..,__ .,;; , _ . :t--:':'< ... ... I . I . " ~ ~ ~ 'T ; :;;-' ' ~r -, N 00-53'27" E · 36Cl:'61;, I ' , _,, i> i;1··_·. "i~t~a.:'.2.:):,, :, />/ ! ----.... ... . ~ ..... · ' ·-;~ ~-'--. ( ·.·. \c, , ·;c\; !·•: ''°' . . ... :I ..• · I ··-. ,-,, ··--··· .... -~, :·,· ,\ "( -. .._... . ': >'> ··\ I I ----1 ·-----'!,,-----c::::::;.::-:o-"---r-+------... t I A) ~:> \ ' ( "i ;; ' -'.' .. . .l. ,\ :.:;;, ,;.. ,·:,;, ., ',\:_ic_,·· \'.·" ~-~ ., . ·', ..... _ 30' SANITARY SEWER EASEMENT d ~ SCALE. 1"-40' HORIZ. · 1"-5' VERT. a CONTOUR INTERVAL= 2' DATUM: CITY OF FEDERAL WAY 20 10 0 20 40 BASIS OF VERTICAL DATUM: CITY OF FEDERAL WAY n NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29) BENCH MARK: CITY OF FEDERAL WAY B.M. NO. FW144, LOCATED 0.20 MILE EAST INTERSECTION OF 1-5 OVERPASS AND SOUTH 320TH STREET, MONUMENT IN CASE IN FRONT OF DRIVEWAY TO HOUSE #3112 ON THE NORTH SIDE OF SOUTH 320TH STREET. TOP OF MONUMENT ELEV. = 462.933. ONSITE T.B.M. 1 . SOUTH EAST CORNER OF POWER VAULT LOCATED AT STA 103+13, 58' RT WEYERHAEUSER WAY SOUTH ELEVA TION=446.21 2. NORTH EAST CORNER OF POWER VAULT LOCATED AT STA. 96+48. 49' RT WEYERHAEUSER WAY SOUTH ELEVATION=415.13 TOPOGRAPHY TOPOGRAPHY COMPLETED AS OF JULY 31ST, 2007 BY £SM CONSULTING ENGINEERS, LLC. n-" LEGAL DESCRIPTION LOT 1 OF CITY OF FEDERAL WAY BOUNDARY LINE ADJUSTMENT NO. 01-100742-00SU, RECORDED UNDER RECORDING NO, 20040711900005, KING COUNTY, WASHINGTON . I ,, I ' I I . I~ i A.,v'(~.,-.---JA,._,, .. ,, ..... ,,,._,1~ · call 2 Working Days Before Yoo Dig 811 Uli11ieo Undergrot.nd Location Center (ID,MT,ND,OR,WA} PERMIT NO. 08-101241 -00-EN CITY OF FEDERAL WAY APPROVAL DATE SIGNATURE I RE\./ISIONS NO. DESCR!PTtON/DAlE I BY 1 Ci7Y COMMENTS IESM 2008-07-14 ~,~ oo@ a: -w wt!) z, ' Cl z~ w (\J t') IJ) 0 '" "" 0 V ::, 00 z rJ) "' -ui<{ I-(I) 3: ..J > • <{ ~ :::i .<:: > {/) -;> ro-z o ~ 0 0 IJ) <t 'O 0.,., IJ) .,., lL 0 ...J ...J Cl) 1--z LU ~ 1--(/) LU > z -~ a: <( ~ I (!) -I MO -o -m "'m I I ill a; IDN = "'~ -~ le " ~[;; w"' ow ~'" E 0 () . '> ·-() E !ll (I) ~ ;!:: ~ f ~ ~ 0 "' "' .c en~ .~< C C"' 0 0. -o !l. 0 00 -0 'O cc .3 .3 ] E a,® C o> '>,. g L~ ~ IJl 1, -0 .!!, Ce .:l n. "' C ·c "00 "-" C '-·-0 0,3 C w.2 ;=j) -~ :J 00. z ~ z :I: V, i V) ~5 a: ~ <C 5 ~~ I~ (j ~ ....... I-I~ w ~ ;:: ~ 0 ~ I.A.. 0 ~ u JOB NO.: 1431-001-007 DWG. NAME: EX-01 DESIGNED BY: fllB DRAWN BY: JGK CHECKED BY: DATE: 2014-08-14 DATE OF PRINT: EX-01 2 OF 1 0 SHEETS LEGEND ROADWAY CENTERLINE PROPERTY / LOT LINE RIGHT-OF-WAY BOUNDARY LINE EASEMENT LINE BUILDING SETBACK LINE ROLLED CURB AND GUTIER VERTICAL CURB AND GUTIER CONTOUR SPOT ELEVATION TOP OF SLOPE CONCRETE SIDEWALK CONCRETE BLOCK WALL ROCKERY MAILBOX BARRICADE STORM DRAINAGE CATCH BASIN TYPE 1 W/GRATE CATCH BASIN TYPE 1 W/SOLID LID CATCH BASIN TYPE 2 W/GRATE CATCH BASIN TYPE 2 W/SOUD LID STORM DRAIN MANHOLE BEEHIVE MANHOLE YARD DRAIN {ROUND LID) YARD DRAIN :~ c,I "' -a ID ,., 7 0 -· ,~ >--<D "' ~ ,;;; . -" -" 0 ;;;n: " ~ 0 a / ~ fu m:, 0 0. -,~ :f ~ el~ STORM DRAIN CLEAN-OUT STORM DRAIN PIPE ROOF DRAIN SD SERVICE 6" CPEP WITH INVERT @ END OF PIPE SANITARY SEWER SANITARY SEWER MANHOLE SANITARY SEWER CLEANOUT SANITARY SEWER GRAVITY SANITARY SEWER FORCE MAIN 0+33 (STATION ALONG MAINLINE) 21 L.F. (STUB LENGTH) 866.0 (I.E. AT END OF STUB) WATER FIRE HYDRANT GATE VALVE BUTIERFL Y VALVE CONCRETE BLOCKING DOMESTIC / IRRIGATION METER BLOWOFF ASSEMBLY AIR-VAC ASSEMBLY REDUCER DETECTOR CHECK VALVE CROSS TEE BEND WATER PIPE ~~ "0 ZN w, ;;; ?;l ,, ~~ w .. ~] Q.) 0 ii: ii EXiSTING a:"J. ',_. ·'' <'; 1,·7 --)>\1 i ·,;; --· PROPOSED ----------------------____,..,-aL-~--.~ ,;'1-' ., X c=-2-.==:J m:mx:= •• !!I l!l @ @ @ ® @ Dill 0 -----o 866.0 • 0 0+33 _A 21 L.F. ~~-~ 866.0 ... .... ... V !i!'I T ,, V l. I .... ®'<ll I Mv.,... I s;j ' I \\ LL] I }-, I <( I ""L LLl I L, z 0 ~I C QI LI., I [( _JI 0 LL]: L) k}1 Lt,I r-1 L-U) <(1 =:) D ! D.., ..., I ·'S: vi CJ ~~ ... :--.,1 <( [(1 I->) <"I Q '--· ~I ', ..J L L1..,1 I , U) : <( I LLl I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ""') l-o ...l I /I• : /r I / I / I / / ii I { I ·1 / I I I / i/ f .,~ I I • (/j > ~ a: w (/j :) w <( I a: w > w s ... I i"_->-·-1-A PORTION OF SECTION 15, ·r.wP. 21 N., RGE. 4 E., W.M. I I I I I 1~-f· ~ ! ~ ~-~-' EX. WEA BLDG. LOT2 i ~ c..,... -~---~ ----\,_--~-~~.c..;__~__;_,~~---., I 1 ------···»-I ,; I ··--I E I I c....l 11· ~ CCC C -~Ii 1).h/ 30' I I _9' (lYP.} T I · I "'l I I N r. I --CCC C " n""". ' I ! I I I -I I _, L ~ r I I I i ' I I I I I :~ :;~ I I I I I I I I I I I I 'I I I I I I I ! I I I 1 I I I ~ I I L I I I I . :,~ : I I ! -r------'" 11 C .C C C ~I ~ r~ I ~-(TYP) • _~ ~I 8' (TYP.)-,IY' { c.CCCC ro -___ --c:, __ _ =--+ .. . C I I I I I c:3 -HI ! 25' ' 1i1 ,,.-:.._ C C C \ I I . f C ~/ I : I : I I _ ~ _ (T;-r.) II Y1l I 1 "' I"--~.c =,;j CC~ CC ro ~ 13' 8' (TYP.) '° )'--,;' N •·-0 <!) ~ ITt .. .r,;:: .. ___________ ..,. ..... ~~-----·------;:-_ --· 11 I 11 ' -11 -,c ' .... ___ .. ___ ... ___ ... ________ "">------------11-25 ' ! r--r--1 F:,/lt·· : ,,_ 16' P."'· C C C C lg' 11 q -! ! Ii I 1 Ii -·r i l I I 1 ·-J, I -I I I I I I. I ( l PRCJPOSED TWO ST()RY BUILDING F. F. ""' 429 .50 I I I I i Jjf' ' -1-I l Y ffi',[P.)I I ! j I ' , -I I r:;1o--' .,..,:;; .. "' ' I ~ 7 iP''''"' ! I I I I I I I I I -_: I I ! _I 'I I i I I I I I ' I I I l I f I I I I I -I I I I I -I I -I I I I I I ,--1 r--1 I I 11 II : : . I : 11 • it7 11 '1 I t: :-'; I --I. /. I f___ -1 · -·; I J I I I. I I I -Ll 0 I -.J ·;·----··r:mrfw~;~l~;~~(~ETLAND -BUFFER AREA __ 1, .__ _ 1 -:--PRoy1o~D I --I ,. 30' SEWER EASEMENT I --~ ---~-\ r_· ___ -___ -___ 'l'OO_ •---::: 7i -/ ~ . •,c• I /';>·' ) ---/' f ;·· I / I --I I 1 .-I 15' STORM DRAIN EASEMENT f / -I __ _ 1/ WETLAND "A~ I I I I I I I -I -_-·, -'-I I •"*g;t=l ... ir --! --. ·:--,----I I -I -I -=-..=,,· "'"-==·. . .,..,.;.,-7~ ;-t---=r--~-1 _ _ ; l I I 1 · I I , / --I I --I I -I I _. I -· t ! I --\ . --__ I ' I I I -~---_!_---I I --. -•--_-1 '\I -. I I fr _ --·;s_ _ --/ -l I . L, --•-----;. )" -_ -_· --; -; '\-!'/.\ \' I I Ki_-. 11 --I /. -/ /., I ',. J " 'f ----·---(, -///-_-··1/ : j -l (-_. __ ;_c_-, _--/I I , -[ • I a j s-ro Fs:J\IJ \JV A-r.EF~ J/1 > / .-\/ J\;JAi\JAG.EJ\;JJ=:j\_rr -;· ->··_· /-_,--! ··-F J,,\CJLJ-rY F:_,L\S.Ei'vJEJ\J-( ;I .ii ;1 • -• --1 -I --------• • I --I I WETLAND ."D" --.~ >-, rr ZC( LLl lLl 2:0. 0.0 occ -10. LL] '::a (2) ./ <V' lLl LL, L) lLl [Q LL] Z 1V' ~ Lt, lLl =ici L "7' I --i /__,, =i <( l1-, '::a / WETLAND "C" n SCALE: 1" = 40' 40 20 0 CITY OF FEDERAL WAY NATIONAL GEODETIC VERTICAL DATUM OF 1929 {NGVD29) BENCH MARK: CITY OF FEDERAL WAY B.M. NO. FW144, LOCATED 0.20 MILE EAST INTERSECTION OF OF 1-5 OVERPASS AND SOUTH 320TH STREET, MONUMENT IN CASE IN FRONT OF DRIVEWAY TO MOUSE #3112 ON THE NORTH SIDE OF SOUTH 320TH STREET. TOP OF MONLIMENT El£\/. = 462.933. PROJECT STATISTICS CODE USED: /ONING: CONS1 RUCTION I YPE: OCCUPANCY GROUP: 2006 IBC Oc'-1 IIB -SPRINKLERED B, OFFICE 40 SEISMIC ZONE, SITE AREA: Ill, WIND SPEED 80 MPH, EXPOSURE B 3.27 ACRES BUILDING AREA: LANDSCAPE AREA: PAVING AREA: PARKING PROPOSED: PARKING REQUIRED: 23,902 S.F.FIRST FLOOR 2;L902 S.F SECOND FLOP.ff 47,804 S.F.TOTAL 34,417 S.F. (EXCLUDING WETLAND & BUFTER) 53,648 S.F. 132 STANDAl,D STALLS _35_CQ.MP../\CT. STALLS /MAX ALLOWED 11)_ 167 TOlAL STALLS 160 STALLS@ 1/300 BUILDING HDGHT ALLOWED: 35' -0" BUILDING HEIGHT PROPOSED: 32' --0" (2-STORY) Call 2 Working Da)f8 Before You Dig 811 UIBilles lilld«gr<>Ufld Location Center (ID,Mr,ND,OR,WA} PERMIT NO. 08-101241-00-EN CITY OF FEDERAL WAY APPROVAL DATE SIGNATURE soi REVISIONS NO,f DESCRIPTION/DATE I BY m CflY COMMENTS 2008-07-14 ~It (I) * a:-w @ w z ----CJ z :g w "' "' j!!O CJ 5 al z ({) O') -11) <I; I-., s: -' > • ::i <( Eu' (I) :E $ co-zof oo<ll st-0 0 (') II> (') u. 0 ..J ..J CJ) 1-z w "'o -o -m oom ' ' ro~ "'m roN ~ = 1i " ~le woc ~~ E 0 0 . ·-.,:: 0 E Ill ID • 31: 3: 3: ~ 0:: <( ESM ID L ~ -u " "' "' o>I:' ,Sa:a: C C 0) 0 0. -o Q_ u 00 'O" cc .33 -C " E 0, © CO> ·-0 ~c > 0 ,, "' f/) -u .., " c·o .3 a: Cl> C ·<: Q) 00 ID -" CL --0 g-:;: w.2 ~~ oa. -z ~ C) z ::c ~ z :5 ll.. :? 1-(/) w > z -~ cc <( ~ I ::i (.IJ ffi -> w l-oo Io :? I CJ -I ~ 31: ~ I.LI C w LL. IA.. 0 ~ 0 JOB NO.: 1431-001-007 DWG, NAME: ST-01 DESIGNED BY: DRAWN BY: CHECKED BY: DATE, DATE OF PRINT: FBB JGK 2014-08-14 ST-01 3 OF 1 0 SHEETS . (I) >-~ a: w (I) :::) w <C I a: w >-w s 11 \ ii \ ,, ; t .I I 1 j !, . -1 -~ / ~ /' • •, . :.;-< CAfCH BASIN INSERT ~ SEE DETAIL SHEET ER-03 (lYP) -. ·-·--· -. ······ -------, ___ .,.... .... , // _}<c:_; ••..c_>\ ------, --cc---_::.--"',J . · .. ---------"\-----A PORTION OF SECTION 15, TWP. 21 N., AGE. 4 E., W.M. ______ ,,,\:::~\.' ------·-~---------,.,,_.:v --' + If ·1·. ----_ ..... --------·----= -~ .-· --.,-.>---\t=!iltl'·-"""·-----·-~---·; -~-_--....... c_ ...... -+liJI . / I I I. ____ a,,,,, . ---------, ----·7-• -I 11 I ' .. . . ·· · " '. -. . ,;--/ i ,,..,/( ,_,/ -·~------------_. --'----'·''\'" I~._ . ----~. -------.----;-I ... Jfr_" ------' I· I ,,/ · · ~··· • ·,'.ii ·· ········ . -; ,,/ / , ( '> '-. I ,--, I \ l,' ~-,,;, ' I ·-a I _ ,-n-1 --\ -r• -__ : , '0 -r \ \, / f 11 ~ II I~ )t • ·'/ I . I -• '" i ( I. I r' 1111'1 t I ~ I i[(j I I. . .I . . . ; / / / ' ' ' .--// .r /;ii!" //// / 11 ' ... '· \ ' J -...-~-•r )' : ,, 1 ' , / / : .--E' · , I 11 I . I / //_./ _;.--'If I I / // ,-,, i /' I •I /'"' .,,..,.-.c-,1 / o•o <~~ ,. ! r ! ·; i ,i .\ j-; / < ., .. P. ~-L/ 1.. X' . '\, 'J#': ,., .... r:/ // / //> I I J "··'. . I ' / •• •" • o_ •o , . ' ) 'I / 1[ 'ii ······.··--.-_······--· •. ... _-1 ·~·-L. "-''.~--~~;====' i .1111~, I ,1111 i ,111,I I -,,11Jif I / j I : I I I I; ... ~.. t l&I j o;~p; 0.¢ a:>Q ·~·· 0 (>,:, :~.e __ o.:,:,"o: 11 I L) I )· :0.0·.r \ i ,oolf>oo .. -. ,/,,,"0/ . I ·' I_..,.~ / 1. ,---r · . ../ :1/ ' .. J.. ' (J .,__.~.' \ : 1.I -fl I' I I . .....----. 0 --/ , ..,,--------. I /" I ,,.,,,./ \~ ctJ er // -~ I .';'::'f0425.03 (,1 .;! ' • • 11 < 00 •'o I ;l '-;I /I I .. / (" . J -• • I "---.-i if SEDIMENT BARRIER . '\..· . ~~. 1 .. -/I '//-'Ill,/' • SEE DETAIL SHEET ER-03 1, '\, _ ____ _ • I / / / (lYP) =--=-r~------,. ... . ' ;/ •/ ______ , -,~,~-====,,=--_ = -1 1-L ~ .. ', -=--------= I _ _j___ ~~' • --------.-----------------,b,-__L _ __L _ _j_~'"":"IH-"1"-tr.---'---e-------------------------------------------e------------------------7 ;~ r / . ~=~y=~o o o. 0 -------e---·--------.. ··-----------------------------e • O ~--.. ll -----------------------ill ---·~---·· ------. I I I ;· I I I I I I I I I I I I I • • • • • • . ' ' •. --t , :o;o ; , :· . 110• " o~ '( I !~ .. ,,,. ~o., : •. • • • • • • • • • • 0 > 1--c-'--I --· / .i / / / 11, .·· +.;.;.;:.-I . I I op;.,o : ··< : ! • • • ' ' • ' : ' : 'i1' I I /, I , , ~-~1 ,_, ' ll. '\! f I / Ill. \ fl I t...-·---. ' TWO STORY BUILDING F.F. = 429.50 .992 SF I ' ' • 4>1 • • • ' • • • • I • • ' ~ Gil I jl 0 -J:Jo :•,, ·.o, I_ nPo~, . .· opf<J· · .f' I y J ·1il;r, _-' / .. · . I) : .. ·.,,-" I " I -9>C / . I I I.-/' ./ I 1· I' 1-) I '/ . I I ·/ I I I I i -' I I . I -I : ;l I I /; / . .1:/ /--~·---I I I WETLAND "C" . ' ·r i .. 1w1, .... -.. r 11;;~:i . I I . J I I ,~'-'-_ \ I 1. I . --iilll--, _j_ \I,-; 1 I -. \., ,::::'). ' + ,..._._l._____ < / I/ -.) ------.. -----:-::;;;r: .. ~~""........,j/ 0./ ...--·---' ' _,.,--:;..-I .PROTECT EXISITNG STRUCTURES Lr. Y;~ . ...-c. ~. ~~-----.--~-:---~.··.· •. " 6:····. .-.(D l i 111 IN PLACE _, e'-7' / '/"-. .-..,:::---:-,.,...,.-, ·---/.l~ f ?-' ft' ) I •· = = /\ I 1-J,j i I \ 'f ~ /· ,_:.c.: -/ / _ _., "-.... "-. .. " -. -. '-.J-. I -_A~;,/ /-,? .. ----;;:"'i • .. · "----z --~--11 -. I ·-·-. __ ....,,_.-..... "";'l-,t-t---=------...11// .-/ .. -_,.. ~.-· . . ·. .. "--. "°' .. :.. ..-· .. I • /_,,. . ;/' __..,. / -.---. . ----"----.-_.I, --i ----------------"~---------c-•L---"--0.f" · --?"... / / / . . :,-~~ ...._ ~. -,.· . ·----"·"".·-··_.-. • _ I . . -.·.?, I / ~·"·-·· . "? .. /7 /. · , . ...-.r -·· _ ·-· .. --·~-.. .. ".-_-~ .. -.. _-~;.-~ /1 ----I-'-•-----.~.--.--.--~~~w="r-? / / -.. ...... -. -. Ii oo·,ro~li<t -< / -··· · ;,:7 . _ · •~ · .. --k L :,.!--I I I I I I ;,-·-/INTERCEPTER SWALE / 390 LF. @ S=D.5D% MIN. · / SEE DETAIL SHEET ER-03 I I ,, I -I / I /I I I -I I I I -="'1' / / ~---· / . -· ,, / '/ /i ----, . -:.·• ----/",/ .· ,,...c,y-. ..-·\···· .. · ./ ---.--5/1_ '/:;,-: '-I• -. / / • .. ./ -.-· -·.···--• . IJ / ~·--I I?:<" / // . --· / --.. · ~ ~..2-.::zr.f:lt>. -/ _,Y ---.. -/~/ . -SILT FENCE -· 11 <:, ··· --'. ----. I I I CONSTRUCT N.G.P.E. FENCE . _ . , NOTE: CONTRACTOR TO INSTALL FENCING _ALONG PROPERTY UNE. SILT FENCE SHALL BE PLACED INSIDE OF THAT. t"' ' ,/ 11 . r_. ___ -._.··.~· -... · ~. ~."' ... 'Jf . (FE. NCE IS OF.FSET FRO!,J/. -· ·.·.· ./ ./ . q ~~~ r' ~/ .. • CLEARING LIMITS FOR / _ . I (, • --~i~ / .··'-CLEARING LIMITS .. VISUAL PURPOSES O~LY) . ); /· J __ . ----• ;:p_;;;--~;D-; ....... :. · -· · -· _. NO.TE: CONTRAClOR, TO INSTA~[i FENCING ALONG. , ' _ . _/ , 1. -. ·-PROPE.RTY LINE, SJLT F~NC. E f_ fALL SE PLACED I / .-\ 1 . -I . · _ .· ,, "' . INSIDE' OF THAT. / ; .1 ...• __ , . I " --....,__ -WETLAND A . ; .-. "'~ I -I I I ~ ~ .· f I t !; · .. •· .. •1 I I I I I I /. I I I I ,WETLAND "D". LEGEND: ==---·-·--~ I . I -· I idi' . L : -·· / l 11 I . -' /I '.::J.u -·· --------i . __j. ' / · f !~ -. -: 1 -r---== --;-------------------.----;-;---::·--7--;-I;--.---/.:-:----.~--.--1t _ -___ .CLEARING LIMITS §. / ) ;1 I 1 . ./ · SILT FENCE j n SCALE-1"=20' HORIZ. · 1 "=5' VERT. CONTOUR INTERVAL= 2' DATUM: CITY OF FEDERAL WAY 20 10 0 20 40 BASIS OF VERTICAL DATUM: CITY OF FEDERAL WAY NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29) BENCH MARK: CllY OF FEDERAL WAY B.M. NO. FW144, LOCATED 0.20 MILE EAST INTERSECTION OF 1-5 OVERPASS AND SOUTH 320TH STREET, MONUMENT IN CASE IN FRONT OF DRIVEWAY TO HOUSE #3112 ON THE NORTH SIDE OF SOUTH 320TH STREET. TOP OF MONUMENT ELEV. = 462.933. ONSITE T.B.M. 1. SOUTH EAST CORNER OF POWER VAULT LOCATED AT STA. 103+ 13, 58' RT WEYERHAEUSER WAY SOUTH ELEVATION=446.21 2. NORTH EAST CORNER OF POWER VAULT LOCATED AT STA 96+48. 49' RT WEYERHAEUSER WAY SOUTH ELEVATION=415.13 CONSTRUCTION SEQUENCE --(1) SCHEDULE A PRE-CONSTRUCTION SEQUENCE WITH THE CITY OF FEDERAL WAY. (2) PRE-CONSTRUCTION MEETING. (3) POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). ( 4-) FLAG OR FENCE CLEARING LIMITS. (5) INSTALL CATCH BASIN PROTECTION IF REQUIRED. (6) GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). (i') INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). (8) CONSTRUCT SEDIMENT TRAPS. (9) GRADE AND STABILIZE CONSTRUCTION ROADS . (10) INSTALL UTILITIES IN DESIRED SEQUENCE, PROVIDE CATCH BASIN SEDIMENT BARRIER AS THEY ARE INSTALLED. (11) CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. (12) MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH KING COUNTY STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. (13) RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE KING COUNlY EROSION AND SEDIMENT CONTROL STANDARDS. (14) COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. (15) STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. (16) SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. (17) UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. APPROXIMATE EARTHWORK QUANTITIES SITE STRIPPING ( 12" DEPTH) CUT FILL TOTAL (FILL) 5,438 C.Y. 205 C.Y. -11 ,642 C.Y. -11 ,437 NET C.Y. f.ARTHWORK QUANTITIES ARE FOR PERMIT PURPOSES ONLY. QUANTITIES ARE "NEAT LINE" ONLY. THE QUANTITIES 00 NOT ACCOUNT FOR ANY SHRINK OR SWELL FACTORS. IT IS THE CONTRACTORS RESPONSIBILITY TO CALCULATE THE EARTHWORK VOLUMES FOR BID PURPOSES. § ·; / / 1 S"""IUENT roAp --0----0--. N c PE FENCE I -:: • i _/I I PROPOSED TEMPORARY SEDIMENT /. ' !;,I;/' !YI N"\ . . . • ~ -I -~?l ,TRAP, SEE TABLE THIS SHEET, DETAIL' / . . / . . ~~ • CONSTRUCTION ENTRANCE I r,; • _ :o ' ON SHEET ER-03, AND SEDIMENT / I BOTTOM WIDTH. . = 16' o:u,. ----~ ii' -~ ··--TRAP CALCULATIONS IN MODIFIED . ... . .· / l ;; BOTTOM LENGTH = 18' :~o:~ · SEDIMENT BARRIER I ~,, l :;, -..;::_ ~ -TECHNICAL INFORMATION REPORT DATED _ -/ TOP WIDTH . = 43' of;.o -' ~: / -.. . .::_-_ MARCH 12, 2008. _ _ . 11 I TOP LENGTH_ = 45' --· . ----•INTERCEPTOR SWALE -_ _, PERMIT NO. 08-101241-00-EN CITY OF FEDERAL WAY <>o . --· ·-r·------------~--~ I I SIDE SLOPES = 3:1 ill • CATCH BASIN INSERT i =· flLcw-,~,--~~~ §_£. .?:'i!·.P·· .. ·• NOTE: MAINT.AIN 3' MINIMUM COVER ON '··. ,.-· -·~.----.··.·.· .·/ I. OVER. ELEV. = 421.0' , -Csll2WorklngDaysBelor.eY:.ouDlg f"". :'iO{,? / -EXISTING UTILITIES @ SEDIMENT TRAP ·-.. . /.-\ / BOTTOM ELEV. = 417.5' I 811 ~. : oP;•o cJ' , LOCATION. tF ANY DISCREPANCIES, . __ / ··\·· TOP BERM ELe:Y, = 422.0' Ulili!iea Um:lergrOOl'ld Lccab Center --;;-cg ' f " -I i / I (ID,MT,ND,OFl,WA) I i;; a: -------' ' / APPROVAL DATE SIGNATURE REVISIONS NO., DESCRIPTION/DATE I BY CITY COMMENTS 2008-07-14 ESM jl~ (I)* a:-~ e Z, _, O' z~ w "' "' <II 0 Cl '5 g z 00"' -oo-t I-<l) :s: ...1~,.: ::i .<: ~ Ula)_ zo~ 0 0 <I) ,;tU 0"' " "' t!.. () ..J ..J (/) 1-z w ~ 1-(/) w > z -~ a: <( ~ :t CJ -:t ,OD -o -m ©m 0 I ro~ ,om roN = 1!~ ~ > ~ ~la w" ow I!'. a; !' ~ ~ 0 ID ~ :c "'e "<( ·c <Q) C a_ .2 0 "-0 "' l:> -0 CC O 0 -' _J 1: " E "' "' C 00 --0 >, C E © 0 ~::,: 0 J ..... 0 " .. ,::i.~ ~-= § 2 > -' "-•-0 E fl! (I) . ~ ;;: :s: ~ a: <( ~ I (9 -I "' C ·c " II> ""' CL --0 "'3= C w.2 = :c; .?: :i () Q_ ~ z ::i: ~ ~ a.. • 0 • en • w i-.: ~ ;:: ~ w ~ LL 0 ~ 0 JOB NO.: 1431-001-007 DWG. NAME: ER-01 DESIGNED BY: FllB DRAWN BY: JGK CHECKED BY: DATE: 2014-08-14 DATE OF PRINT: ER-01 4 OF 1 0 SHEETS 1~ c, r ;, -c-. . "' ~ 1T >. 0: ID w /~ • • --Eb ~-/ "-~ -~ ~ ~ m ::, 0 ,,_ , I '° ~~ 13 .., if':! " 0 Zn, W·, /ro ,0 N f~ ~ij / .ll ti 0 ii: 0: EROSION/SEDIMENTATION CONTROL NOTES . -I. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC} PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G_) SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). 2. THE Il\,lPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILffY OF THE APPLICANT/CONTRACTOR Ul\'TIL ALL CONSTRUCTION IS APPROVED. J_ THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON TI:IIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURJNG THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE APPUCANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION. 4_ THE ESC FACILITIES SHOWN ON TIIlS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WTIH ALL CLEARING AND GRADING ACT!VlTIES, AND IN SUCH A MA.."INERAS TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT FNTER THE DRAINAGE SYSTEM OR VIOLATE APl'LlCABLE WATER STANDARDS. 5. THE ESC F ACILITIBS SHOWN ON TI!IS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED (E.G., ADDITIONAL SUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.} AS NEEDED FOR UNEXPECTED STORM EVENTS. 6. T!Ili ESC F ACII.ITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR AND MAJNTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. 7. ANY AREA STRIPPED OF VEGETATION, INCLUDING ROADWAY EMBANKMENTS, WHERE NO FURTHER WORK IS ANTICIPATED OR A PERIOD OF 15 DAYS, SHAU. BE IMMEDIATELY STABILIZED WITif THE APPROVED ESC METHODS (E.G. SEEDING, MULCHING, NEITING, EROSION BLANKETS, ETC.). 8. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN 15DAYS. 9_ THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITIJIN THE 48 HOURS FOLLOWING A STORM EVENT. SOILS REPORT NOTES: ---THE FOLLOWING SOILS REPORT NOTES FOR THE SITE SHALL BE CONSIDERED PART OF THESE CONSTRUCTION DOCUMENTS: SOILS INVESTIGATION: AS PERFORMED BY: GEOFNGINEERS, INC PLAZA 600 BUILDING 600 STEWERT STREET, SUITE 1700 SEAITLE, WA9810l FILE NUMBER 12571--002-01 DATED: OCTOBER 19, 2007 I. IT SHALL BE THE RESPONSIB!LITY OF 1HE CONTRACTOR TO ENSURE THAT ALL PROVISIONS OF IHE SOILS REPORT FOR THE SITE BE OBSERVED AND COMPLlED WTIH DURING AIL PHASES OF THE SITE PREPARATION, GRADING OPERATIONS, FOUNDATION, SLAB, AND PA VINO CONSTRUCTION AS APPLICABLE FOR TilE PROJECT_ 2. ANY PROVISIONS OF THE SOILS REPORT WHICH CONFLICT WITH INFORMATION SHOWN ELSEWHERE ON THESE DRAWINGS, OR WIDCH REQUIRE FURTHER CLARIFICATION, SHALL BE BROUGHT TO TIIB AITENTION OF THE SOILS ENGINEER. J. A REPRESFNTATIVE FOR THE SOILS ENGINEER SHALL BE AVAILABLE TO OBSERVE AND APPROVE THEEARTIIWORK OPERATIONS AND TO VERIFY FIBLD CONDIDONS AS WORK PROCEEDS-THE SOILS ENGINEER SHALL SUBMIT HELD REPORTS CERTIFYING TIIAT TIIB METHODS AND MATERIALS OF THE EARTHWORK OPERATIONS WERE IN ACCORDANCE WITH TIIE RECOMMENDATION OF THE SOILS INVESTIGATION AND THAT THE WORK WAS PERFORMED TO THE SATISFACTION OF THE SOILS ENGINEER. THE SOILS ENGINEER SHAU. BE CONTRACTED DIREC1L Y WITH OWNER AND COORDINATE S0!1.S WORK BETWEEN OWNER AND CONTRACTOR. 4. THE CONTRACTOR SHALL MAKE ALL PROVISIONS FOR SOILS INSPECTIONS AS RECOMMENDED WITHIN SOILS REPORT. AS A MINIMUM, THIS INCLUDES THE OBSERVATION OF THE FOLLOWING BY A SOILS ENGINEER: • PLACEMENT OF STRUCTURAL FILL MATERIAL BENEA m FUTURE BUILDINGS AND PAVEMENT • ROCKER!ES OVER 4 FEET AND THE ASSOCIATED GEOGRID PLACEMENT, AND CONS1RUCTION • ANY SLOPES 3 TO l AND STEEPER 5. WHERE NEW STRUCTURAL FILL WILL BE PLACED ON SLOPES STEEPER THAN 5H: IV, THE FILL SHOULD BE KEYED AND BENCHED INTO SUITABLE UNDERLYING NATIVE SOILS PER SOILS REPORT. 10. ATNO TllvlE SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASJNS Al).'D CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PA YING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. IL STABILIZED CONSTRUCTION ENTRANCES AND WASH PADS SHALL !:IE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR TIIB DURATION OF TIJE PROJECT. l2. DURING TI!E TIME PERIOD OF OCTOBER l THROUGH APRIL 30, ALL PROJECT DISTURBED AREAS GREATER THAN 5,000 SQUARE FEET, THAT ARE I.EFT UNWORKED FOR MORE TIIAN 12 HOURS, SHALL BE COVERl'D BY ONE OF TIIB FOLLOWING COVER MEASURES: MUI.CH, SODDING, OR PLASTIC COVERING. SEE WET SEASON SPECIAL PROVISIONS. !3. ANY PERMANENT RETENTION/DETENTION FACILTIY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACTIY. IF THE PERMANENT FACILITY IS 10 FUNCTION ULTIMATELY AS AN INFILTRATION OR DISPERSION SYSTEM, THE F ACILlTY SHALL NOT BE USED AS A TEMPORARY SEITLING BASIN. NO UNDERGROUND DETENTION TANKS OR VAULTS SHALL BE USED AS A TEMPORARY SETTLING BASIN. 14_ WHERE SEEDING FOR TEMPORARY EROSION CONTROL lS REQUIRED, FAST GERMINATING GRASSES SHALL BE APPLIED AT AN APPROPRIATE RATE (E.G., AN!'IDAL OR PERENNIAL RYE APPLIED AT APPROXIMATE!. Y 80 POUNDS PER ACRE). 15. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUfilED, IT SHALL BE APPLIED AT A MINIMUM TffiCKNESS OF TWO INCHES. WET SEA$9NSPECIAL=,P"""'R"""'.0""'_y=-· ""'IS~IO~NS ALL OF THE FOLLOWING PROVISIONS FOR THE WET SEASON CONSTRUCTION ARE DETAILED IN THE REFERENCED SECTIONS. THESE REQUIREMENTS ARE LISTED HERE FOR THE CONVENIENCE OF TIIB DESIGNER AND THE REVIEWER. L THE ALLOWED 11ME THAT A DISTURBED ARFA CAN REMAIN lJNWORKED WITHOUT COVER MEASURES JS REDUCED TO TWO DAYS, RATHER THAN SEVEN (SECTION D.4.2.) 2. STOCKPILES AND STEEP CUT AND FILL SLOPES ARE TO BE PROTECTED IN UN\VORKED FOR MORE TIIAN 12 HOURS (SECTION D.4.2) 3. COVER MATERIALS SUFFICIBNT TO COVER ALL DISTURBED AREAS SHALL BE STOCKPILED ON SITE (SECTION D-4.2.) 4. ALL AREAS THAT ARE TO BE UNWORKED DURING TIIB WET SEASON SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF TIIB WET SEASON (SECTION 0) 5. MULCH IS REQUIRED TO PROTECT ALL SEEDED AREAS (SECTION 0) 6. FIFTY LINEAR FEET OF SILT FENCE (AND THE NECESSARY STAKES) PER ACRE OF DISTURBANCE MUST BE STOCKPILED ON SITE (SECTION D.4.3.1.) 7. CONSTRUCTION ROAD AND PARKING STABALIZATION ARE REQUIRED FOR ALL SITES UNLESS THE SITE IS UNDERLAIN BY COARSE-GRAINED SOIL (SECT!OND.4.4.2) 8. SEDIMENT RETENTION IS REQUIRED UNLESS NO OFFS!TE DISCHARGE IS ANTICIPATED FOR nm SPECIFIED DESIGN FLOW (SECTION D.4.5) 9. SURF ACE WATER CONTROLS ARE REQUIRED UNLESS NO OFFSITE DISCHARGE IS ANTICIPATED FOR THE SPECIFIED DESIGN FLOW (SECTIONO) 10. PHASING AND MORE CONSERVATIVE BMP'S MUST BE EVALUATED FOR CONSTRUCTION ACTNITYNEAR SURFACE WATERS (SECTION D.5.3) IL ANY RUNOFF GENERATED BY DEWATERING SHALL BE TREATED THROUGH CONSTRUCTION OF A SEDIMENT TRAP (SECTION D-4.5.1) WHEN THERE IS SUFFICIENT SPACE OR BY RELEASING THE WATER TO A WELL-VEGETATED, GENTLY SLOPING AREA. SINCE PUMPS ARE USED FOR DEWATER!NG, IT MAY BE POSSIBLE TO PUMP THE SEDIMENT-LADEN WATER WELL WAY FROM THE SURFACE WATER SO THAT VEGETATION CAN BE MORE EFFECTIVELY UULIZED FOR TREATMENT. ASTRA W BALE FILTER SHALL BE PLACED AROill-l'D TI!E DISCHARGE FROM THE DEWATERING PUMP. IF THERE IS NOT SPACE FOR A SEDIMENT TRAP OR 25 FEET OF SUITABLE VEGETATION, OTHER FILTRATION METHODS SHAU. BE REQ1JIRED CONSISTENT WITH KCC 9.12. 12. TI!E FREQUENCY OF MAINTENANCE REVJEW INCREASES FROM MONTilL Y TO WEEKI. Y (SECTION D.5.4). A PORTION OF SECTION 15, ·rwP. 21 N., RGE. 4 E., W.M. GEOTECHNICAL RECOMMENDATIONS --9 GENERAL 11IB GEOTECHNICAL STUDY COMPLETED IN OCTOBER 2000 lNCLlJIJEI) FIVE TEST PITS IN THE GENERAL BI.JJLDlNG AREA THE TEST PIT LOGS lt'Jb!CATE MEDIUM DENSE TO DENSE GLACIALLY CONSOLIDATED SO!(;S ARE PRESENT BELOW FILL THAT EXTENDS TO DEPTHS OF ! TO 3 FHl'.f, WITH FILL IN THE NORTilWEST PORTION OF THE SITE EXTENlJING TO !\DEPTH OF ABOUT 5 FEET. TI!ESE TEST PITS THEREFORE CONFIRM TRA'l: SOILS CAPABLE OF SUPPORTING THE ANTICIPATED FOUNDATION LOM)S ARE PRESENT WTIHIN TIIB GENERAL DEPTHS ANTICIPATED FOR FOUN!}h,TIONS. HOWEVER, NO TESTS PITS WERE COMPLETED ALONG TIIB SOUTH $IDE OF THE PROPOSED BUILDING NEAR THE WETLAND. SOFT AND LOO~llSOILS COULD BE PRESENT TO GREATER DEPTHS IN TIIlS AREA WE THE~FORE RECOMMh'ND THAT ADDffiONAL EXPLORATIONS BE COMPLETED DURING FINAL DESIGN ALONG THE SOUTH SIDE OF THE BUILDJNG TO EVALUATE THE EXISTING FILL TlllCKNllSS AND DEPTH TO SUITABLE FOUNDATION SUPPORT FOR THE PLANNED BUILDING. IN OUR OPINION 'l1IB PROPOSED DEVELOPlvlENT MAY BE SATISFA(JfQJl.lLY CONSTRUCTED WITH SHALLOW FOUNDATIONS SUPPORTED ON Tl{!;; DFNSE TO VERY DENSE GLACIAL TILL OR STRUCTURAL FILL OR CONTROLLED DENSITY FILL PLACED ON TIIESE SOILS. BASED ON OUR CURRENT PROJECT UNDERSTANDING, WE ANTICIPATE TIIAT FOOTINGS FOR THE 1'1'f1.NNED BUILDING WIIL EXTEND BELOW THE FILL ON THE NORTH SIDE .PF .TIIB Sl1E; HOWEVER THhY WILL NOT LIKELY EXTEND BELOW THE FIU ,(IN THE SOUTH SIDE OF THE SITE. WHERE FILL IS ENCOUNTERED AT THE FQOTING SUBGRADE ELEVATION, WE RECOMMEND OVER-E.'<:CAVA1ING T()DFNSE NATIVE SOILS AND REPLACING IT WITH COMPACTED STRUCTUR&, FILL OR CONTROLLED DENSilY FILL. Tilli FOLLOWING SECTIONS OF THIS REPORT PRESENT OUR CONCLUSIONS AND RECOMMENDATIONS FOR GEOTECHNICAL ENGINEERING ASl'ECT OF THE PROPOSED DEVELOPMENT. . EARTHQUAKE ENGINEERING GEOENGINEERS EVALUATED THE SITE FOR SEISMIC HAZARDS INCl;UDING LIQUEFACTION AND LATERAL SPREADING. OUR EVALUATION INf>lCATES THAT THE SITE DOES NOT Hli.\'E LlQL'EFLABLE SOILS PRESENT AND THEREFORE ALSO HAS A LOW RISK OF LIQUEFACTION-INDUCED ()ROUND DISTURBANCE. WE RECOJ\1MEND THE 2006 JNTERNATIONAL BUILDING COJ)E (IBC) PARAMETIJRS FOR SITE CLASS, PEAK GROUND ACCELERATION, ;SHORT PERIOD SPECTRAL RESPONSE ACCELERATION (SS), I-SECOND PERIOD SPECTRAL RESPONSE ACCELERATlON (Sl), AND SEISMIC COEFF!CIE1'lTS FA AND FV PRESENTED IN TilE TABLE BELOW. THESE VALUES ARE BASED ON THE 2002 USGS SEISMIC HAZARD MAPS. FOUNDATION SUPPORT WE RECOMMEND THAT 'l1IB l'<'EW BUILDING BE SUPPORT.ED ON CONVENTIONAL SHALLOW SPREAD FOOTINGS. IF FILL IS ENCOUNTERED AT THE SUBGRADE ELEVATION (LlKEI.Y ON THE SOUTH SIDE OF THE BUILDING), WE RECOMMEND OVER-EXCAVATING TO DENSE NATIVE SOILS AND REPLACING IT wrm COMPACTED STRUCTURAL PILL OR CON"ntOUED DENSITY FILL. THE ZONE OF STRUG11JRAL FILL SHOULD EXTEND BEYOND Tiffi FACE OF THE FOOTINGS FOR A DISTANCE EQUAL TO THE THlCKNESS OF FILL PLACED. THE STRUCTURAL FILL PAD SHALL BE COMl'UiTED AS DISCUSSED BELOW IN TIIB STRUCTURAL FILL SECTION. lF CONTROLLED DENSITY F!IL IS USED, THE ZONE OF CONTROU.ED DENSilY FILL ~HOULD EXTEND I FOOT BEYOND THE FACE OF THE FOOTINGS. IT M.AY BE NECESSARY DURING WET WEATHER TO PLACE CRUSHED ROCK ON THE FOOTING SUBGRADE TO PROTECT IT UNTIL THE FOOTING CAN BE FORMED AND POURED. BELOW GRADE AND RETAINING WALL$ WE EXPECT THAT SOME BUILDING WALLS MAY SUPPORT EARnf-LOADS AND THAT RETAINING WALLS MAY BE USED FOR SITE/!JRADE TRANSITIONS (THIS WIIL BE EVALUATED DURING FINAL QESIGN). LATERAL EARTH PRESSURES FOR DESIGN OF UNRES-fRAINED FOUNDATION WALLS OR RETAINING WALLS SHOULD BE EVl\;l.UATED USING AN EQUIV AI.ENT FLUID DENSITY OF 35 POlJNDS PER CU!UC FOOT (PCF). WALLS ARE ASSUMED TO BE UNRESTRAINED IF TOP MO)!:EMh'NT DURING BACKFILLING IS MORE THAN H/!000, WHERE H IS TlfE. WALL HEIGHT. THIS VALUE ASSUMES TilE ADJACENT GROUND SURFACIHS NE..I\R LEVEL (FLATTER THAN 3H:IV), TIIE WALL BACKFILL IS COMP/,£TED AS RECOMMENDED ABOVE, WALL DRAINAGE IS PR0\1IDED Arm T~T THE WALL IS FREE TO ROTATE OUTWARD AT THE TOP. IF THE WALLS:W]LL BE RESTRAINED FROM ROTATION AT TIIB TOP, WE RECOl',,!l\/lEND l/!:IJNG AN EQUTVALENT FLUID DENSITY OF 55 Pc'F. SURCHARGE LOADS 1$HOUW ALSO BE INCLUDED, AS NECESSARY. '. \ COMPACTION TO BETWEEN 90 AND 92 PERCENT OF MDD WILL BU$1EEDED WHERE THE WALL BACKFILL SUPPORTS STRUCTURAL ELEMENTS SUCH AS FLOOR SLABS, SIDEWALKS, STAIRS, OR DRIVEWAYS. IMPORTED STRUCllJRAL FILL WIT.L BE REQUIRED WHERE BACKFILL BEljlND THE WALLS WILL BE SUPPORTING H.OOR SLABS ABOVE. HEAVY COMPACTION EQUIPMENT SHOULD NOT BE OPERATED WITHIN 5 FEET OF Rg'.fAINING WALLS TO AVOID OVERSTRESSING THE WALLS. HM'D-0!.IERATED EQUIPMENT SHOULD BE USED IN THIS AREA. ' w ALL DRAINAGE suom.D BE PROVIDED AS DTSCUSSED BELOW Ill! THE DRAINAGE CONSIDERATIONS SECTION. FLOOR SLM S!ll'l'ORT TO PROVIDE SATISFACTORY SUPPORT FOR THE ON-GRADE FLOOR SLAB FOR THE NEW BUILDING, WE RECOMMEND THAT TIIB SL@ StlBGRADE SOILS BE PROPERLY PREPARED PRIOR TO CONSTRUCTION OFTH~SLAB. AS DISCUSSED IN THE SUBGRADE PREPiiRATION SECTION OF IH!$'.REJ'ORT, THE SUBGRADE SOILS, lF DISTURBED BY CONSTRUCTION ACTIVITIES SHOULD BE RE-COMPACTED, IF POSSIBLE, OR EXCAVATED AND ii),.PLACED WITH STRUCTURAL FILL TO PROVIDE FIRM SUPPORT OF THE FLOOR SI.AR DUE TO THE PRESENCE OF SHALLOW GROUNDWA'IER, WE RECOMMEND THAT AN APPROPRIATE CAPILLARY BREAK AND VAPOR RET/tiIDER BE INSTALLED BEWW THE FLOOR SLAB TO REDUCE TIIB RISK OF MOISTURE MIGRATION TllROUGH THE ON-GRADE FLOOR SLAB. WE THEREFORE RECOMMEND THAT FLOOR SLABS BE CONSTRUCTED ON A GM 'V:W, LA YER TO PROVIDE UNIFORM SUPPORT, AND ACT AS A CAPILLARY BR/!;!AK. THE GRAVEL LAYER SHOULD CONSIST OF AT LEAST 4 INCHF.S .t;!IF. CLEAN CRUSHED GRAVEL WITH A MAXIMUM SIZE OF% INCHES AND N:E.\::iLIGIBI.E SANDOR SILT. WEALSORECOMMENDTHATA VAPOR RETARDE(l'.;-SUCHAS HEAVY-DUfY PLASTIC SHEETING, SHOUIJ) EE LNSTALI.ED BE'l',vEEN THE SLAB AND THE GRAVEL LAYER TO REDUCE THE RISK OF MOISTURE MIGRATION THROUGH TIIB SLAB. A 2-INCH TIJICKNESS OF MEl!lJJM SAND MAY BE PIACED OVER THE VAPOR RETARDER TO PROTECT U' DURING CONSTRUCTION AND TO AID IN UNIFORi\!i' CURING OF nru {)ONCRETE, UPON DISCRETION OF THE CONTRACTOR. DRA!IIAGE CONSIDERATIONS FOOUNG DllAlNAGE A PERMANENT SUBSURFACE DRAlNAGE SYSTEM SHOUID BE INSTALLED AROUND TIIB PERIMETER OF THE FOOTINGS OF TI!E PROPOSED BUILDING. THE SUBSURFACE DRAINAGE SYSTEM SHOULD INCLUDE A 4-INCH DiAtv!ETER RIGID, PERFORATED, SMOOTII-WALI.ED POLYVINYL CHLORIDE (PVC) DRAlN PIPE INSTALLED AT THE BASE OF TIIE EXTEIUOR WALL FOOTING AND BOTTOM OF TIIE ZONE OF WALL DRAINAGE SAND AND GRAVEL. THE DRAIN PIPE SHOULD BE SURROUNDED BY AT LEAST A 6-INCH THICKh1ESS OF FREE-DRAIN1NG SAND AND GRAVEL WRAPPED IN A NON-WOVEN GEOTEXTILE SUCH AS MIRAFI 140N (OR APPROVED EQUIVALENT) TO PREVENT FINE SOIL FROM M!GRA'fING INTO THE DRAIN lvlATERIAL. THE DRAIN PIPE SHOULD BE CONNECTED BY A TIGHT-LINE SYSTEM SLOPED TO DRAIN TO AN APPROPRIATE DISPOSAL POINT. TIIB DRAIN PIPE SHOULD JNCUJDE CLEAN-OUTS TO ACCESS THE PIPE IF MAINTENANCE IS REQUIRED. WALL DRAINAGE. TIIB RECOMMENDED EQUIVALENT FLUID DENSITIES PRESENTED ABOVE IN TilE BELOW GRADE AND RETAINING WALLS SECTION ASSUMES A FREE-DRAJN!NG CONDITION BEHil\'D THE WALLS. THIS J..IIAY BE ACHIEVED BY PLA.CJNG A 12 INCH WIDE ZONE OF MEDlllM TO COARSE SAND AND GRAVEL CONTAINING LESS TI-!AN 3 PERCENT FINES AGAINST THE WALLS. A PERMANENT SUBSURFACE DRAINAGE SYSTEM SHOULD BE INSTALLED AT THE BOTTOM OF TIIB DRAINAGE ZONE BEHIND TilE WALLS. THIS SUBSURFACE DRAINAGE SYSTEM SHOULD BE AS DESCRIBED ABOVE FOR FOOTING DRAINAGE. OTHER DRAINAGE CONSIDE/fl/1."!IONS THE FINISHED GROUND SURFACE ADJACFNT TO THE PROPOSED BUTLDING SHOULD BE SLOPED SO THAT SURFACE RlJNOFF FLOWS AWAY FROM THE STRUCTURE AND AWAY FROM THE WETLAND AREA AT THE SOUTH END OF THE SITE ROOF DRAJNS SHOULD BE TJGHTLINED TO A.N APPROPRTATE DiSCHAR.GE POJNT A1'iD SHOtff.D NOT BE CO:S'N-ilCTED TO THE FOOTING DRAINS. SITE !'RE!'AR,'iJ!ON AIU) EARTHWORK GENERAL WE RECOMMEND THAT SITE PREPARATION AND EARTHWORK BE COMl'LETIID DURING Tilli NORMALLY DRY SEASON OF THE YEAR (GENERALLY JULY THROUGH SEPTEMBER) IF PRACTIC'..ABLE, AS THE EROSION POTENTIAL OF THE ON-SITE SOILS IS INCREASED DURING EXTENDED PERIODS OF WET WEATHER. BASED ON THE SUBSURFACE CONDITIONS OBSERVED IN THE TEST PITS, WE WOULD EXPECT STRIPPING OF UP TO 12 INCHES WILL BE REQUIRED ACROSS THE SITE TO REMOVE LOOSE TOPSOIL AND ORGANIC SOILS. HOWEVER, PAST SITE GRADING LIKELY REMOVED MOST OF THE UPPER TOPSOIL AND STRIPPING DEPTHS SHOULD BE ONLY A FEW INCHES. TEMPORARY AND PERMANENT SLOPES ALL TEMPORARY CUT SLOPES MUST COlV[PLY WITH TilE PROV!STONS OF TITLE 296 WASHINGTON ADMINISTRATIVE CODE (WAC), PART N, "EXCAVATION, TRENCHING AND SHORING." THE CONTRACTOR PERFORJv!ING THE WORK HAS TIIB PRIMARY RESPONSIBILilY FOR PROTECTION OF WORKERS AND ADJACENT IMl'ROVEMENTS. FOR PLANNING PURPOSES, WE RECOM!,!END THAT CUT SLOPES FOR TEMPORARY EXCAVATIONS BE SLOPhD NO STEEJ>b'R THAN 1-l/2H:.IV (HORIZONTAL TO VERTICAL) IN ·THE OVERLYING FILL SOIL AND NO STEEPER THAT lH:IV IN THE DENSE TO VERY DENSE GLACIAL TILL. IF GROUJ\'DWATER SEEPAGE IS ENCOUNTERED DURING EXCAVATION, FLATTER SLOPES MAY BE REQUIRED. THE FINAL CONFIGURATION FOR TEMPORARY EXCAVATION SLOPES SHOULD BE EVALUATED DURING CONSTRUCTION, AS ff IS A FUNCTION OF TI!E SOIL AND GROUNDWATER CONDITIONS ENCOUNTERED AND T!IB CONTRACTOR'S APPROACH TO EXCAVATION. PERMANENT CUT AND l'ILL SWPES SHOULD BE INCL!NE!l NO STEEPER THAN 2H: N. PERMANENT SLOPES SHOULD BE PLANTED OR HYDROSEEDED AS SOON AS PRACTICABLE AFfER GRADING. WE RECOMMEND THAT ALL FILL BE PI.ACED AS STRUCTIJRAL FILL, AS DESCRIBED ABOVE. SUBGRADEPREPARATION WE RECOMMEND THAT THE SOIL EXPOSED AT SUBGRADE ELEVATION ViITHIN FO!}P;NG AREA.S (SHi,LLOW FOUNDATIONS) FOR TIIB PROPOSED BUILDING BE COMPACTED TO A FIRM AND UNYIELDING CONDITION BEFORE FOOTING FORMWORK OR REINFORCING STEEL ARE PLACED IN FOOTING AREAS. WE ALSO RECOMMEND THAT ALL SUBGRADE SOILS BE EVALUATED BY A REPRESENTAT!VE OF GEOENGINEERS BEFORE THE COMMENCEl>/IENT OF ANY OF THESE ACTIVITIES TO IDENTIFY ANY SOFT OR UNSUITABLE SUBGRADE SOILS. ANY SOFT OR UNSUITABLE SUBGRADE SOILS THAT ARE OBSERVED DUR1NG TIIlS EVALUATION SHOULD BE REMOVED AND REPLACED WITH COMPACTED S1RUCTIJRAL FILL. STRIJCTIJRAL FILL ALL FILL PLACED TO SUPPORT FOOTINGS, SIDEWALKS AND PAVEMENTS SHOULD BE PLACED AS STRUCTURAL FILL. ON-SITE EXCAVATED SOIL CONSISTING OF SAND VllTH VARYING AMOUNTS OF SILT AND GRAVEL MAY BE CONSIDERED FOR USE AS STRUCTURAL FILL DEPENDING ON THE NATURAL MOISTURE CONTENT. THE EXCAVATED SOIL MAY NEED TO BE CONDTI"IONED TO THE PROPER MOISTIJllE CONTENT IN ORDER TO ACHIEVE ADEQUAIB COMPACTION. IMPORTED STRUCTURAL FILL MAY !:IE 1''ECESSARY TO SUPPORT FOUJ\'DATIONS, FILL AREAS WHERE UNSUITABLE ON-SITE SOIL IS REMOVED AND TO ACHIEVE GRADE WHEN NEEDED FOR SUPPORTING SIDEWALKS, STAIRS OR OTHER STRUCTURAL ELEMENTS lF WORK IS DONE DURING PEJUODS OF WET WEAilIER. IMPORTED STRUCTURAL FILL SHOULD CONSIST OF GENERALLY WELL GRADED SAND AND GRAVEL CONTAINING LESS THAN 5 PERCENT FINES (MATERIAL PASSING THE NO. 200 SIEVE) BY WEIGHT RELATIVE TO TIIB FRACTION PASSING THE 3/4-JNCH SIEVE. SOIL CONTAINING ROCKS LARGER TF..AN ABOUT 4 INCHES !N SIZE OR DEBRIS SUCH AS ORGANTC SOILS, ROOTS, WOOD, ASPHALf AND CONCRETE FRAGMENTS SHOULD BE EXCLUDED FROM STRUCTURAL FILL. STRUCTURAL FILL SHOULD GENERALLY BE PLACED IN LOOSE LIFTS NOT EXCEEDING ABOUT 8 TO 10 INCHES IN THICKNESS. EACH LIFT SHOULD BE CONDITIONED TO THE PROPER MOISTURE CONTENT AND COMPACTED TO TIIE SPECIFIED DENSTIY BEFORE PLACING SUBSEQUENT LIFTS. STRUCTURAL FILL PLACED IN THE BUILDING AREA TO SUPPORT FOOTINGS SHOULD BE COMPACTED TO AT LEAST 95 PERCENT OF MAJaMUM DRY DENSTIY (MDD) AS DETERMINED BY THE AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) D-1557 TEST METHOD. PAVEMENT AREA FILL, INCLUDING UTILITY TRENCH BACKFILL, SHOUW BE COMPACTED TO AT LEAST 90 PERCENT OF MDD, EXCEPT FOR THE UPPER 2 FEET BELOW FINISHED SUBGRADE SURFACE, WHICH SHOULD BE COMPACTED TO AT LEAST 95 PERCENT OF MDD. STRUCTURAL FIIL TO SUPPORT SIDEWALKS SHOULD BE PLACED AFTER THE SUBGRADE IS EVALUATED AND BE COMPACTED TO AT LEAST 90 PERCENT OF MDD. WE RECOMMEND THAT A REPRESENTATIVE FROM GEOENGJNEERS, INC. BE PRESENT DURING STRUCTURAL FILL PLACEMENT TO OBSERVE TIIB WORK AND PERFOR.M IN-PLACE DENSITY TESTS TO EVALUATE WHETHER OR NOT THE SPECIFIED COMPACTION IS BEING ACHIEVED. SEDIMENTATION AND EROSION CONTROL IN OUR OPINION, THE EROSION POTENTIAL OF THE UNDISTURBED ON-SITE SOILS rs LOW TO MODERATE. TIIB AMOUNT AND POTENTIAL IMPACTS OF EROSION AflE JN PART A FUNCTION OF THE TIME OF YEAR CONSTRUCTION OCCURS. WET WEATHER CONSTRUCTION WILL INCREASE THE AMOUNT AND EXTENT OF EROSION. EFFECTM, EROSION CONTROLS DURING AND AFTER CONSTRUCTION ARE NECESSARY_ THESE SHOULD INCLUDE PROPER CONTROL OF SURFACE WATER RUNOFF TO PREVENT UNCONTROLLED, CONCENTRATED SURFACE WATER RUNOFF OVER EXPOSED AREAS AND M!NIMIZING THE TIME OF EXPOSURE IN THE AREAS STRIPPED DURING CONSTRUCTION THROUGH PROMPT REVEGEIATION. EFFECTIVE EROSION AND SEDIMENTATION CONTROLS DURING CONSTRUCTION MAY CONSIST OF INTERCEPTOR SWALES AND STRAW BALE BARRIERS TO PREVENT WATER FROM FLOWING OFF SITE. COMPLETION OF INITIAL CLEARING AND GRADING ACT!VITIBS DURING THE DRIER MONTHS A,,'ID LIMITING THE DISTURBANCE OF EXISTING GROUND SURFACE AND VEGETATION WHERE POSSIBLE WILL ALSO REDUCE THE RISKS OF EROSION. Al'IY MATERIAL STOCKPILES SHOULD BE COVERED DURING W"EF '11/'EAlliER TO PREVENT EROSION AND SOIL LOSS. ALL AREAS DISTURBED DURING CONSTRUCTION SHOULD BE SEEDED AND PLANTED AS . SOON AS PRACTICAL TO REDUCE THE POTFNTIAL FOR EROSION. EROSION AND SEDIMENTATION CONTROL MEASURES SHOULD BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE REQUIREMENTS OF THE ClfY OF FEDERAL WAY. PERMIT NO_ 08-101241-00-EN CITY OF FEDERAL WAY APPROVAL DATE SIGNATURE REVISIONS NO., DESCRIPTION/DATE 'BY 1 I CITY COMMENTS 2008-07-14 ESM ~It Cf)* cr: -~* z Cl z Ill 0 w "' "' <I) 0 m "'0 V :,cl) z (/) fj) -<( -(I)~ 1--"' _J > ,.: :::i <( C!l ,~ :E :?: wro-z o ! 0 0 (I) <tU 0 "' <I) "'u. (.) ..J ..J (/) 1-2 w ~ 1-(/) w > z -~ a: <( ~ I C, -I ..,o -o -m "'0 I I .. ~ ::rn -"'ITT ITT N «v ~ ~ " ~'" "'~ ~~ E 0 0 . :~ u E Ill Ol) ~ ~ ;;: " ~ :, -0 ~ ,:: "'e .S: <;( C <) C Q. .2 0 11.o w "" cc .s .3 ~ ~ E <:> ID c°' ·>,g o, C i'::::,; ~ (I) g "'·~ ce .3 "-"' ,:: -~ " .. ".,, CL ·-0 o>,;:: C Wu ::: 75 2::, (J Cl z 0 t; z ::i:: i ~ ~~ cc Cl <t: ~ ~; Iw b (9 ~ -(.) I vi w • I-~ 3: ~ I.LI 0 ~ LL 0 t 0 JOB NO.: 1431 .. -001-007 DWG. NAME: ER-02 DESIGNED BY: FBB DRAWN BY: JG!( CHECKED BY: DATE: 2014-08-14 DATE OF PRINT: ER-02 5 OF 1 0 SHEETS ···-~·-"-·---·------·------·· --------------- ~ C, I i5 :r-.. .., ~ 9~ "'m WU .;;; . -"' K.2 j(Q. ~ 0 0 / ~ -/ 1£ ~ 0 0. -, 10 ~~ -& 3'. "0 z"' w" /,o <0 N E, ID ,-W •• /u -; ~ ti: a: r ZI ~ 2 • 0 I !') I z 2 • "' ~ 11 11 FILTER FABRIC MATERIAL 60" WIDE ROLLS SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIV. TO ATTACH FABRIC TO WIRE 2" x 2" BY 14 GA. WIRE FABRIC OR EQUIV. f ' -----H --~BURY BOTTOM OF FILTER ----MATERIAL IN 8" ;. } 6' MAX. I! BY 12" TRENCH ;, 1 h f ,-, --------POST SPACING MAY BE INCREASED , ; TO 8' IF WIRE BACKING IS USED lJ 2" x 4" WOOD POSTS, STEEL FENCE POSTS, REBAR OR EQUIVALENT 2" x 4" WOOD POSTS, STEEL FENCE POSTS, REBAR OR EQUIVALENT 6" --4==..i FILTER FABRIC MATERIAL I /f ' 2" BY 2" BY 14 GA. WIRE "' 'f' FABRIC OR EQUIV. -~1'7..ow < .. N PROVIDE 3/4"-1.5" WASHED GRAVEL OR NATIVE BACKFILL IN TRENCH AND ON BOTH SIDES OF FILTER FABRIC ON THE SURFACE NEWLY GRADED OR DISTURBED SIDE SLOPE 4" MIN. a, ,.ooo ~".!~\~ ' <D I N 1. FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE. 2. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY. 3. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 4. IT IS IMPORTANT TO CHECK IBE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCL IF THIS OCCURS, REPLACE THE FENCE AND/OR REMOVE THE TRAPPED SEDIMENT. 5. SEDIMENT MUST BE REMOVED WHEN THE SEDIMENT IS 6" HIGH. 6. IF THE FILTER FABRIC HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. TYPICAL SILT F~NCE DETAIL RUNOFF WATER WITH SEDIMENT SEDIMENT ·---_ CATCH BASIN W/GRATE ---' NOT TO SCALt. ,--FILTER FABRIC ~ PEA GRAVEL, 12" MIN. DEPTH ~-WIRE MESH (POULTRY NETTING) '----FILTERED WATER SEDIMENT BARRIER NOT TO SCALE // / / ~ . '7:, ~ ". A PORTION OF SECTION 15, ·rwP. 21 N., RGE. 4 E., W.M. OUTFLOW CHANNEL IF ·-~ CONSTRUCTED BY EXCAVATION 1' MIN. OVERFLOW DEPTH SURFACE AREA DETERMINED AT--.,_ TOP OF WEIR '-~ 2' SETIUNG DEPTH . '-----( -5' - -----"[·!.:~ . ' _Ll_. ~ -·· -----T(-·. -FLAT B0T10M -( • I 1.5' SEDIMENT DEPTH I RIP-RAP ~ NOTE: TRAP MAY BE FORMED BY BERM OR BY PARTIAL OR COMPLETE EXCAVATION ' , __ I L"""'"' 1' DEPTH 2"-1." ROCK (MIN.) 1' DEPTH 3/4"-1-1/2" WASHED GRAVEi::--J (MIN.) CROSS SECTION r-1-' MIN. D:PTH :E::~:-SP-1-LL_W_A_Y __ _ -r _J~~di"oP~. NATIVE SOil OR COMPACTED BACKFILL --MIN. 1' DEPTH 2" -4" ROCK 1' DEPTH 3/4"-.5" WASHED GRAVEL GEOTEXTILE ---~ MAINTENANCE STANDARDS 1. SEDIMENT SHALL BE REMOVED FROM THE TRAP WHEN IT REACHES 1 FOOT IN DEPTH. 2. ANY DAMAGE TO IBE TRAP EMBANKMENTS OR SLOPES SHALL BE REPAIRED. TRAP OUTLET SEDIMENT TRAP NOT TO SCALE / // / G '?--a'?-'0-t),y <,j-\~/ , ~,.,--INSTALL DRIVEWAY / /,/ CULVERT IF THERE iS A ,/ ROADSIDE DITCH PRESENT. ~ AS PER KING COUNTY / -...,. ROAD STANDARDS. "-Oo, ~ > ~ 2.; ·.PS PER KING COUNlY ROAD ~TANDAl'lDS, DRIVEWAYS SHALL BE PAVED TO THE EDGE OF R-·0-W PRIOR TO INSTAU.ATION Of THE CONSTRUCTION ENTRANCE TO · AVOID DAMAGING THE ROADWAY. JT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT ;i<UNOFF DRAINS OFF THE PAO. THE LENGTH OF THE 'ROCK-LINED CONSTRUCTION .ENTRANCE MUST BE A MINIMUM OF 100 FEET ON SITES WITH MORE THAN ONE •ACRE OF EXPOSED SOIL. 4"-8" QUARRY SPALLS GEOTEXTILE ·--~ "-. ~ '\ ':, #7~\'0""' \'-,,:;J> .. i .. ·. y\;'/~ (c\.>"".-w-ss --' 12" THICK MIN. ,-j\'v" 1<c..'-' < ,q<./-o d,.,ss •..• \~(;\' ··-· -0~ ROCK-LINED CONSTRUCTION ENTRANCE DETAIL -NOT T(f.-SCALE ·---"•-RUNOFF WATER WITH SEDIMENT CATCH BASIN W/ GRATE .GEOTEXTILE MATERIAL FILTER FABRIC OVERFLOW ~~FILTERED WATER CATCH .BA.SIN INSERT -----NUf TO SCALE --DITCH SLOPE CHECK DAM SPACING 0 -5% 5 -10% > 10% 3' 1.5' 1 • I SWALE FLOW LINE-~ 150' 100' 50' 3' ----··0.5' MIN. -KEY ROCK INTO SWALE 0.25' MIN. INTERCEPTOR DITCH X-SECTION & _ ROCK Cl:U::_CK __ DAM 1 , r1 .. ~1 ~-tJ~, 1 • . ' ~ e _L ~1o.5' -1' 1!111"'r,f\,b l FLOW = YI 'ii KEY ROCK INTO SWALE 0.25' MIN. i 5• ---t' \_ SUMP BEHIND ROCK CHECK DAM SHALL BE INSPECTED NOTE: ROCK SHALL BE 8" MINUS QUARRY ROCK DAILY, & CLEANED WHEN DEBRIS EXCEEDS 1/2 OF ITS DEPTH. t ,.. ROCK CHECK DAM X-SECTION INTERCEPTOR DITCH w/ ROCK CHECK DAM NOT TO SCALE . 8' -10' --~ GALVANIZED WIRE--, < I I 1111 I I I I I I I i I I I I I I I I I I I I I I I I I I I-+ I I i lilt--++ ~ I I I I ill I I I I I I I I I I I I I I I I I ++I I I I I 1-++I I I .I ! i I I 11111 I ! I I I I I I I I I I I I I f-1 I I I++++++!·++-tffi Ill !=W~ I I I I I I I l·Jtti I i 11 ! I 14+ttl]l' -H+HII I I I I I I I I I I H-·I I I I I I I I I I l+r++-I I I I Ill I I I !-I I I I I I I I I I I I I I I I I I I I I I I -H-t'+ :...++--'Sj-t 11111111111111 ~ltl I 111111111111-1-ti:A-1--1-f-· ' 1i'@i l lcccJll-i ,1="l"Ta11=~ml!!hfil=n!!lm11=;~1111;1,ij=1~rn~--~~~~~~ Vl='IT!:=!Tl:'ltTt ,_ TENSAR GS-1 SAFETY----·· • FENCE OR EQUAL 7' STEEL FENCE POST / OR 2' x 2' WOODEN POST TEMPORARY N.P.G.E. FENCE DETAIL NOT TO . SCALE . PERMIT NO. 08-101241-00-EN CITY OF FEDERAL WAY APPROVAL DATE : -----------1 SIGNATURE : ------------l REVISIONS NO-I DESCRIPTION/DATE 'BY CITY COMMENTS 2008-07-14 ~,~ Cl)* a: --w • w z ---Cl z :g w ru,., o,O (!l "" 0 '"" z (JJ (J) •<( (JJ 3: I-..J ~ . <itt° ::J :5 3: (/) .,_ :z 0~ 0 o© st'O 0 ,., 13) "' LI. () ..J ..J CfJ 1--z w ~ 1--(/J w > z -~ 0: <( ~ I CJ -I ..,0 -o -a, ,om I I ~~ = M li " ~la woe ~):; E 0 0 • .2: 0 E U) II) • ;:: ;;!: 3: ~ a: <( ~ I (j ........ I ESM e ~ ~ 0 " "' .c o,O £~ C C © " o. -o a. 0 (/) "" ,:; C 00 _J_.J ~ C • E .,, . C 0> ·-0 >, C • 0 ~::. ~ (/) ~ V -g ·5' O'-.. HI. '" C ·c: '"" .. -" C '-·-0 Cl>:,; C Wu = :a .~ :) () [l. -z ~ z J: ~ ~ ~ 0 • u • en w i-: ~ 3:: ~ 0 tt' I,... 0 1:: 0 JOB NO.: 1431-001-007 DWG. NAME: ER-03 DESIGNED BY: FBB DRAWN BY: JGK CHECKED BY: DATE: 2014-08~14 DATE OF PRINT: ER-03 6 OF 1 0 SHEETS ; ) : A PORTION OF SECTION 15, ·rwP. 21 N., RGE. 4 E., W.M. 80 L.F., OF CURB AND o~T~~v[~~J~NG EDGE . GUTTER MATCH EXISTING ----~---·7· -~-TW;,436J)Q MATCH EXISTING EDGE OF PAVEMENT r-SAWCUT, AND REMOVE OF PAVEMENT -' m--I ~ · __ '"-"'·°' \ 1W=424.oo .. --a ' -mm I TW=424.00 BW=422.00 ···--==~---=~~-·--·=-+ ' -/ V=432.00 _____ 1--,, _/1·· _ ___ __ ' ~ f34. 0 --,-_ --:-~~-/ ,------_,' ;::-,:, --, --, ----,' + 8\' -? • le -_Jr ,--.....;..=-::c.-~-=: ------~ / -----;f ··/ · '.',·__ ---=-··--~-H. _ o,O_ I . ) -~ ,' -. -~",'lZi O -----";-'i) :-, 4,'V C'.~j ---/ --1<">-<e,;:.. >< ~ ., -;;,----I If I ~/-// / I I ,--.-_ /. t s_ J q,'1 i,.'::>.'); ___ .,.. .,..--{ TW=4t0~ BW=4~.0~ ''-' c9' V = ··-· \ +-I ... -~' A· ,i~p/ii--...._ ';, -?J~=~:r~j~_------_----_·_ : I r. _• ' ~-, ~-,__ ;;;_ L ,E . ··. _) .. ..,. /. ,' ' ' -~ ' ' I -: ,:,· \ ',' / •'' ,l ,#'~--,,.:,/ , (Ne) ' ·vi·_ 1 -~f;'.· ·.-_f: !: \ / r \_/11 ' ,/ . fY, +' .,. -. I :<,, !l,· / / I< / / I / ,,.--/ I / // ,,,,,.,,,,,,., / 3: 1 . !l,'i><:, .,_-,if 2.32% < __ ----..f:> f .:,'l,"'ro / /"' / --;;r--."'-"'~,-----1 ~oc' I / f_ 1 I ~ / ._, : • __ -/_-_./.,,-\_@(TYP) ---/ i ' \ -il//1 <t,~; ;; . • /': 1/ :\ "3' 11>..~ ~--i,,.f>• j o' !Co' • 5~ 5! . ·< ,,. "· I• ' ~ ,• . '\. ' I i : I I I' I I,· -,;, ;,'\ . -ri~4.3s:·· ·11\11 '=[ ~~: ~'o-:.<o·;..A l'l;i' ",. • , r : · • 1 I 11 11 . "'" -,r_ ---;----~~-lf)Qg_ UNE _ n"' / ,'1,, ~-i _ '--I I I _., ~-. _, .. /_-----,.---"''1,, -.:P· i,_ _')'. _s"i_-1 _ I •' I o , /' . i I~ • ! '.t I I' ,. TW=4 .0, fl • BW=4 .0 (/) TW=4j .0 r >-BW=4 .0 } '_ ' ----1 ~ W·;-/! ----.. ----,'? / " ---/' ' / "''l,'b:o/ /,,o'>°' // -"''V , . : -----, : -I< 'l,., I"/ ,"' /; • ,,, ;~;., , . I Li" F---~o-.J "'<t,°'' : L__ <t,'b'? -. 'J-'b'Ji ·----··::,_--•-~ 1 ro __ _ • t'';.~ , e <o -=-------· -"' ' ______ ~ -------'= i,,.'I!. D 1 ) (1YP) L19% I?? !l,· "'~ • D "• ;' ---'&, t 1,1,1 o> J, ',, V _, .. -.-.. ,"< ' ¥ ,,,+ --\; 7 ,,,J!!""· '-,;," . . .. I m-m.oo ,~--,-._•'l5''-___ .· __ "'~ ;I 'fl BW-416.00 ' ,.;..ct·•, / ti I • / -~--+ ·-· .. --,o'Y ,---; . -~-1~1 '/j .. -::i~~·ii e------,, __ .c'._____ ---, -1"' ;/ ·-·0.9_.. I c, ;I __ ./· __ f '_ .' . Z, -·•··•· ' , , 0 ff · -.. /' I ,1.11'""""'=--= --------,----. I "'V , I I / / . I I i ;I ' ;· _I ' ' II Nl'---+..,;')'---_,;o, 'Y --~ e .J "''" f -------"' 0 • ii -~·"·-~ ~.3U"'s' 1"!1~29, -d ···--·-------------········--·-&·-----------····-·---------------------~ • ._. L _ • •;,;_{ $ I ti _ ' -r--.,..:.-11 j I · 11 , I ._-I/ ./ / ~ cc w (/) • TW=4j.O 8W=4~.0 " • 1 ; ,...-. I I 3:1 I I _,, / I IMAXl/ '.'>o~o --/ P. : I " j. d [):ft"@_ , r, I ' : ~ ' / ! > /. ' I : . / TW=~&OO I -/ BW=424.oo-·-! ~ -I ·-• :J w -w s: TW=43JI-.O I ' /·_ 'I :,, .. • 'J,'I,· I " ·, r -:-~1 -:: Ir_· "'. ,___ --g/ , I I 1431001007 PROPOSED BUILDING --I JI I F.F. = 429.50 429.46 BW=4.3i!J.O, ! , rt 1 , ~ · \ 1 I Jro1' f I I I l_• __ · r 1 '---:a_ <i, -;;____-fl'@----_ -__ \ I I .:14?. --;-"\ \ I I : '," -,:;,,' /I i ' , -I i ; 1 . ( / / I . , , I ~. -I ! I y1 1 O I 4 0 / < , ' I ! -.. /-~ / ! I C I ~-J6 _ , :··_._.. / ,/ . SLOPE 2 ·1 i I J(J)I ~'T1 ·-_-. _' ,a _-_-' ) . / • • pisTI,,,c,~ "'"" '° 0 '--" /'---·. I I I ONS. i I -. '// /' ·----+---i /:' . i 1 l 1 ) / · ' ,-'.::_.----_ ---------> _ -----14?81-/it ,/ ,· " 11 ,,,,-----~-'/b ~-/-7='-" .... · ·7-'----------~ ' tii' I -1 -------=-==---/-;?'/ .i66."}<f ----_ ;_.~=-----/ -. ----,,,,_ • --;-"i"-( I p) -c •--~-=~ / ,,,"':;P"~,/{0 ' -.,,,-~-: .. :"\ /, / /; . c / I O -J.s!, • --• --".;-"" // . ... -~ ~ '-_,t.-.;'"11 'I// . TW=428.00 ;1 !/ '-1-)/!;' _ ------m,! __ ., . ;(' // ., .· ~.:__ / . . / • · .ew-m.oor ?J , : ,-"!l-'"" 1 -;r ,,'1-/ · , ,,... . / __ ,,, / ,,~ / I ",.•'-·; ______ i-1+· __ 1 __ Q -~" I I/~_:/_// ;A sw,,iJi~il :,,. -~--1 :..-__ -111 f \ 11 " -,c;-) , -,J : --. /\ MAX TW=4 ,, 0 i I -_ <o h ;, .:, i "'' J / V' \ -,__ ,-.~ ----;-:;; lW=426.00 I ;,; ~ --_. "'-,,,,.,.-. ,_.,.• I .. . . .w-,w.oo -'% ' / -" / -. "''"'P-"" I :,; ,!! ;---de-/.•> /-_ ' --" EXISTIN~ .. MAX_ .. __ · MATCH T / / ,, , --A-,w-· • C0<"'10 0 . I " ' I "' -<20.00 •. "· I ' .. L . I s / \ -· · "' , "'""'·"° , ' "' m.oo f-, 1 5 L . ""'·°' . / ,•• 4rn.oo / . / 1 ;> -~ _ ~ SW-42000 , , I . I I n,,4,0,i,o / "' ' / 1 · --/ / / RW-"-"" n I ---· .. ,. I I --BW=41~ f 1/ \ I!"{>~ ' "" "''1,,"'. ""> 'o' ~---. "'·jr4S,_ c?-._ -· I ;j i i" t • • I , MATCH EXISTING BACK OF WALK ,;,· ]_-! \ t i' ' :1 1" R :1 ='1s:: lo/ L~I t•·v~ :: t " -"I w ' . ------I / I " .;; -/ j ·( -I r I je C M ---/ / / / '" ) / . Zf." C<ISO<, --' --~~ / i I ' :: -I ,,'), ""''"" 2"" I --1'--------- ----/ / / / ' ' ,1' " , I ,' _' "''"'"' --------·. ' I I I "" __ ,. • _ _,, LI>" ---_ _ I , 1 I <• . _,,----. I e" I • -'-I I ,> ·. __ r_, ,_ -"-----' I c• -k I , I -I -~=:-,--I I ,( --/ . . / . ./ I I -::I ii' E I 7 ---_ / ,:.'-/ '" / , -__ -~ I ,. I I I / . __ . I I I I • I I I I I I I I I ----/ / / / CONCRETE VERTICAL CURB -~ I I I -·--I I I " ----. I I -' I I , I ··,c I I ' 1'1 I I I ' I ' I I I " I NOT TO SCALE I I I I I n SCALE· 1"=20' HORIZ. • 1 "=5' VERT. CONTOUR INTERVAL= 2' DATUM: CITY OF FEDERAL WAY 20 10 0 20 40 BASIS OF VERTICAL DATUM: CITY OF FEDERAL WAY NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29) BENCH MARK: CITY OF FEDERAL WAY B.M. NO. FW144, LOCATED 0.20 MILE EAST INTERSECTION OF 1-5 OVERPASS AND SOUTH 320TH STREET, MONUMENT IN CASE IN FRONT OF DRIVEWAY TO HOUSE #3112 ON THE NORTH SIDE OF SOVTH 320TH STREET. TOP OF MONUMENT ELEV. = 462.933. ONSITE T.B.M. == 1.SOUTH EAST CORNER OF POWER VAULT LOCATED AT STA. 103+13, 58' RT WEYERHAEUSER WAY SOUTH ELEVATION=446.21 2. NORTH EAST CORNER OF POWER VAULT LOCATED AT STA. 96+48. 49' RT WEYERHAEUSER WAY SOUTH ELEVATION=415.13 CONSTRUCTION NOTES 0 0 0 0 CEMENT CONCRETE VERTICAL CURB PER DETAIL ON THIS SHEET A.D.A SIDEWALK RAMP. 12:1 SLOPE MAX. 6.5' CEMENT CONCREJE SIDEWALK. SEE ARCHITECTURAL PLANS FOR DETAILS. 5.0' CEMENT CONCRETE SIDEWALK. SEE ARCHITECTURAL PLANS FOR DETAILS. 0 KEYSTONE WALL. (BY OTHERS) LEGEND c,O 00· +~ LP. H.P. TW=426.00 BW=422.00 1.00:r,,,.. PAVEMENT ELEVATION LOW POINT HIGH POINT TOP OF WALL ELEVATION BOTIOM OF WALL ELEVATION SLOPE DIRECTION ~,,,_,,_ ....... .....-,..,.~~ Call 2 Worki'lg Daye !!elore Ycu Dig 811 Uliliooll UndergrOl.l'ld Location Center (ID,Mf,I\ID,01'1,WA} PERMIT NO. 08-101241-00-EN CITY OF FEDERAL WAY APPROVAL DATE SIGNATURE ----·-------·--------------'"-----.... ----· REVISIONS NO., DESCRIPTION/DATE I BY i ! CITY COMMENTS 2000-07-14 ~,~ (/) * a: -w • w z ---CJ z II) 0 w """' (I) 0 CJ :!:' 0 :,o:, z {I) "' -<( !-{I) s: .J ~ . :) <( ~ :5 :;; Cf) o:i-0 f'! z 0 0 "' stU 0 "' (I) "' I.I. 0 ...J ...J CJ) 1-z w ~ 1-(J) w > z -~ a: <( ~ I (!J -I no -c -m <Om I I "'~ Mffl "'"' = ~"' "'~ ~ " " i~ 0 ll! i1' w E 0 0 ·-> 0 E Ill II) • ,:: 3l: ,:: ~ a: <t: ~ I CJ ....... I ESM 1' ~ -z; ~ _,:: "'e .!: <( C C O> 0 "--o ll. Q .. -0 'O C C ss 1= " E o>" C o, '>-g ~~ ~ IJ) -z; ,:t .2_ co 0~ --' 0. "' C ·c: " .. " -" C ~ ·-0 "'"' C w .2 :=]5 -~ J 00. z § z ::c i z ::S CL c., z -~ c., w z Li:: ~ 31:: ~ ~ I,. 0 ~ 0 JOB NO.: 1431-001-007 DWG. NAME: GR-01 DESIGNED BY: FBB DRAWN BY: JGK CHECKED SY; DATE: 2014-08-14 DATE OF PRINT: GR-01 7 OF 1 0 SHEETS A PORTION OF SECTION 15, T\J\/P. 21 N., AGE. 4 E., W.M. ,-·---------------------·-·--"-···------. . '~-·--,$P, RELOCATE EXISTING FIRE: \t.t=i1;.~1. 1;"¢, (E,W,Sif-\, ' ~J';'( k··. .. t·\ I f+-_} HYDRANT AS NECES''ARY\-'··--·-·-----·-·--····-··---------·---·• ·· · -• ---· ·, · • • , -. '"'\ • I +· / 11--bic , , • \. . .. . .. . . . ~'..,;._ 1~ --. \\ ' : '.= .. ;J t\~ / f-'.[-. --. ;... . 1-------..Jlr.-:~ -~.=:::t ,:.=-::::•~ .r---..-,. --:-/ -• ~· .•.... ,. ••• • -.... •·• ••· . • :~.' ,~,\~ '::_ • . < C •• CC ·-·-_j ~:: ··~ • : (~!~• . \~-· i \, 1--1---~~ EXISTING FIRE HYDRANT ~TO REMAJN·=-~-----__ ,, .. \ ' ----""' __ ,, __ _ \ ;· \ I _. -__ .-.. ----. --.. ----. -·-··---·-· . ·-···:··· .. ,., '> "I.,--I I I.I I 1( /} --;·-·--.. / . ., ( ,:,·,: i _· : s:!;·.112; PVC s.o. ---&___ : ;_•! \ 11 ,t . -· "' .,, · 1 I 1· ,. / / __ / / c.e. §4, TYPE 1 J./ // ' // / ·· ---· ~-··' ·,1 c.1:1./ f5, TYPE 1 ; L c'.e. ,S:-TYPE 1 i -, I L . i , J . N: 117824.74 ' V/ ···-\ .. N: 117822.61 1---N: 117821.76 ·· --:-E: 1279553.54 ./ _. E: 1279722.76 E: 1279768.04 I _ -~---/ RIM=430.00 1 , ,/ RIM=425.43 I RIM=424_35 I ' , / I.E.=425.10 12"¢, (SE) REMOVE EXISTING STORM DRAIN ·< 11.E.=420.43 12"¢, (E).(NE) I I.E.=420.66 1~"¢, (W) ; ·_·, -------• // / ..,,,.. AND REPLACE WITH NEW .. l ' : :1 1'\ I . __ 1· '_ , I . _ / / C.B. #8, SHALLOW TYPE 2--48 ¢ / ' -1 \ -_ '_•_ 1,; I , , ,-," < N: 11781 ~.65 / I: --• I I I ; : / I ; ·. / { _ ,_ .-Fr::.!~;~~ff:512"¢, (N), (SW), (NW) I i .. , \_-: • ,, I \ I _, ·· I -lli; \( . . -. • "~ 't·=424-61, 6"¢, SE' -: --. \ : i . : ·• , 1, I . I . /: . / -1'~15 L.F. 12" PVC s:o. ·-;'' -... -45 L}. 12" PVC S.D. I L 11 : / :,f ,<' / /;) ~· :~·r .. '>1,.-... If ,y· . . [· I • s~o;O% t i I' J 111 l . · / -··---/ · ., .· --/ : -. ! 1 1 ; ··•-I gl d . f. , I c.B. /13, lYPE 1 , , ./ -,. s.s.M.H. #1, TYPE 1-48 0 +. , l.. v ,_ -I · / --N: 117763.38 .,-RIM=413-24 \'"·-.. · . \ {\. ,·; ; . r12 L.F .. 6"¢ S.D. E: 1279543.01 ..-N: 117769.83 88 L.F., 6"!1) S.S. °'"'\,/ l·--.;. }' j I ---@ S=0.50% RIM=428-00 53 L.F. 12" PVC S.D. '\_ E: 1279723.85" • @ S=0.1000 FT/FT l,---p _. "/< . I. I · j 1 -I.E.=424.38 12"\!i,, (NE) @ S=0.50% ' I.E.= __ 40_7_.31 __ , 6 ¢ (S) -.II i I / .... ,( / I --. '2' -t ,_ 4,..,,,;::; -., ,/,\ !.. I " ,_ ·,, 1 I C.B. {/2, TYPE 1 / !?oi !•·"-=-·~···""· -,c:.; qt! 1 / • . ;', j /• N: 117735.08 _ ; ~/ : \,1 -E: 1279452.24 l S.D.C.O. #9 '\.. 4-1 LF 6"¢ s s I ~ ---· -I J,. RIM=429.20 T.G.=429.40 ,, ; \ -_ _ ·• · / .• ~-. -.• -. ti I ,I.E.:424.70 6"~· (E) 1.E.=424.76, 6 ¢ ; , ' 1 • • ,r @ s-0.1,000 Ff FT_ "'-._, ...._ - / ~/ ' / I.E.-424.20 12(1), (SW) r;-42 L.F., 6"¢ S.D. '. F60 L.F.,.6".¢ S,D: _. 60. L.F., 6"¢_.s.D .. _ °'\_ ,_40 L._F., 6"¢ S_D. >~ I / /-~-. • fl g ' (J) i a: I . !ii {;1 : // . _ II, I 14 L.F. 12" PVC S.D. /;, @_ S=1.00% 1· ' I I.· ---------I ... 1: __ L _______ 1 . ;·· '/' ,.' ! w Ill ,[.:F j·r-c,., .. c;; "/ J3o :---:1.E.=422.so, 12'\ll, (NE,S) i Cl) :) w <( " I " cc: w >-w s 1r,111r . ··.· . . ;1 I !-J:_?'----@]t--1 I I . -. ----o-: .. \..---,~ -r -:II i ,_ir11r -\ "'I 1H [ .; ' ' . TI / ~ ---.. 8 L.F. 12" PVC S.D. , r @ S=10.D0% , ... J .. __ 11..... ··---·-------·----·---.. -----··--··-··----, ,") i·:: .. G_~";<:i\\:Jy} ; /"-)·'. I l.E.=414.58. 12"¢ (N,S,E) i \ , ---~_-·1-·-----·--------·-·-·=·--~-\ I I :: --\ I /INSTALL F.D.C. '\J lCONNECTION PER DETAIL j SHEET UT -02 11 I J 1 -8"x8"x6" TEE (MJxMJxFL) ~ 1 -6" GATE VAf..VE (FLxMJ) \ -·----•-·s ,.; , l',J> ., l , ~ . IN = 117581.75 ;/" E = 129438.61 . ,'1 -CONC. BLOCKING ' , I" y~-' 'JI' -} __ , __ -._,_ ·---1 · ! EXISTING 8" WAT_--ERMAIN_,-., .,_, -, I , --/'w' ~,.., '.'f .. , l i . / Z\'t, ~L·".£2·. ti _:/ / 1 -5 1 / 4 M.V.O. F.H. ASSY _ .. KEHAv'EN STD. DETAIL "TYPE "°i:' i 117:,49.3,7 ...-,:;::___j ---21!;/438.161 /: -· -0 0& ~3.,..b /"'"'' .~ /1 / 11 '.;) • @ S-0.50% ~' @ ~50% · D GJ • @ S=0.50%, : , 1 ;@ S=0.50% · -..;: . ;/ / ---~II · II= = , ·~·--1 . 11 --------·"s..,;-----·-· 31 LF .• 6'¢ S.Di/ ft 'l C.B. #7, TYPE 1 l : ---"'-·-·-·----------------·----·-·-__________ _,,, Gl------------·c"~-------=-·--------------'f)----------------I j S=11.56f !/ /~ / -. . . ~; ~ dJ~~~zg6 I , / ;' RIM=425.03 • ·+, ' ' '---· : s.o.c.o. -12 : T.G.=429.:29 ! I.E.=424.97, 6"0 ' 38 L.F., 6"¢ S.D. @ S=0.50% S.D.C.O. 11 T.G.=429.'i5 1.E.=424-.95, 6"¢ . 'S.D.E.O, IJ14 T.G.--427 '14 I.E.=422.59, 6"¢ 35 L.F., 6"¢ S.D. @ S=13.69% S.D._<?.O. 13 T.G.-428.,6 l_[.=425.27, 6"¢ S.D.£,0. 611 T_G_-427 .!!;6 I.E.=422.51, 6"¢ S.D.E.O· I 12 T.G.-427.150 I.E.=422.05, 6"11> C.B. /11, TYPE 2 N: 117599.50 48"¢ 'I :,l--HE: 1279450.36 RIM=424.45 I.E.=415.85 6"¢, (NE) I.E.=415.~5 12"0, {W) I [T . ___ I 0. s.o._::.o. 14 T.G.-428.!!l 1 1.E.=424.97, 6"¢ SJ).C.0 •• _¥15 T.G,=428:l'50 S.D.E,O-16 T.G.-428.00 1.E.=424.46, 6"¢ [J -: /) .<' / I.E.=420.53 6"~· (SW) /(!/:;/. / _ • I.E.=420.03 12 ¢, (S) II i ,. {i -· I I 6 .. 1.E.=424_,67, ¢ 32 l.F .• _ 6)! S.D / // / _ / . · / ---..L...,· 992 SF ~.o. 11 428.~9 424.62, 6"¢ • ' • ' 00 S= ,50% / / _. . , 11 I ,.-" i?/1 f. / / _ ' ;•, ' I 73 L.F. 12" PVC S.D-/ / J/ / i I _. -· I @ S=12.39% ' , !j• I TWO_s-rORV BUILDING F.F: = 429.50 NOTE: COORDINATE S.D.C.O. INVERT ELEVATIONS WITH BUILDING MECHANICAL CONTRACTOR S.D.E.O· 11 O T.G.-428-i'l6 I.E.=422.87, 6"11> S.D.£.0, IB T.G--428_76 1.E.=424.82, 6"¢ t • ' ! I ,< ;\ II,/ -· I i I II ;::':i ·, 1 fl / i _. 1. ' "j'I .. -. I . i 1 / p'~'.,:/ 1 ,. _. 1 I .I ,. _;·/··,-',_ cs / . l I -~ . .,:.. i _--1-·p-o, ,-_-i i ' • ' ~/ ___ .--'!'/// /,,_){;?_-I. I. / ., )!~! / 40_ l:F,, 6~¢ S.D. /·;{-.: ;.·· / : :-, . @ _S=,9.5q% /' 't< I i . ,. I ii I -,. S,D,£-0· 19 T.G.-42B.'i8 l.E.=425.00, 6"¢ I /! '/ " _: "· /i ,.. . i,' / ·• .... I "l/ .. · __ / / . .,/ , I ,, ' --/ ' ' I y{/ ,-'. !f . , ,. , I ----· I '~'N .F/ I I / // / 5 [..F., 6"¢ S.D! / _ •.. _ \ /'·' . /, @ S.70.50% I ·• -·· ,_-,·1/;;·· I ,....__...:......_ -..L.,------·----_-·-· ---Hl]/-I _:/:,._ .1,i _. _i -I -j '-----·--' I -;;:..J--• I I,/ -· .· "-/ /-:::,..,..-;:=.,_:_ . --:.:.......--, (j7/ -I //1 .. ·· . _.·· 11 _-18 ~!-• 6"~~~ ----.. ___ , _ -. . .-•·----. ________ 'ii!_"'&. _ / I -.. -·· I --@_ s-1-2.fl9% / -· ~~--,,......."'-,.-_ · · -.. _ _ _. I _,;-11 . I ;::1:, ) ~_::; : ''.°;\ _ 12"0, (N) --~------.. ---" .. ---/./ ·/-' .....__ .....__ . ------. -~--, - . ---, . '-..:: J---:-,,.-_./ ///. / / / / ..,.-_ .....__ . "'" . I .·-. -; //, -I I/, .. ··..,, .,./'.: .. /.... '·-....... ~--'.:,··K""'JZ .... ".. 'J., ..... ··:-/'1~ .. 1, · ::;.,23 _!...F., 6"¢ S.D. • _ • ------._ '";-:-.... / / .. .-.< '// 30' SANITARY SEWER EASEMENT fJ s7.o~ , '-" I .,-/)/: ?_: , ,, II \I I I 1---1\ I I-' I }4,'1-v fi>Y 2"DOM_ESTIC WA_TER SUPPLY : ---~--:--___ .i' _ /· /-' / • ;\ -I I I I I Fri/ I \ Y / ; .;.,,y :--I =--~ -r;; / --~ r .z . .r2" FIRE SERYICE CONNECTION , --. I ... <' ,// . ,,/' _. / ,--------~--z_._._ __ _ -=--==:: ... :::=:-===--===~-=; ::.:_ __ ~ '. ' ,l-,----// .. / _f,' "':, . -_I >/"'1, ·v / .. II _.....:.:... __ .\85 L.F., ,6~¢ s_o. _ , _ ,( ·'>,.,___ ' -1 ,-1 Il?f~~~~-g~;@ S=5,00il ---)'7 ':'.'' // ·-.,---!~II ,11 If - -' '" Ill I.E.=417 .80, 6"¢ 0 / • 7 ·. .. ! I . . I I ' ! ~• / -• EX. 6"¢ S.D,.f-V-A VAULT . , i __ -___ /_.-. '· / / / _.., :k ___..... / , .. -·-·--.-I II I I _ ,, ... -· 1: I I 13. Lf., 6 0 S.D. -.. - -. '-. -. . / -1.._J _;=15 __ .00%_. -·"-' ··· __ .. _ '------REMOVE EXISTING FIRE 11 / 11 ,., I .. 7': _-_ ; -·-/, HYDRANT AS NECESSARY / / / 11 -'..__:... -. . -I I I I ' / ' . I _, I I , I I ~ I I I -·---. --:.., .' . ~~ ~~ 1 >. -• C.B. §9, TYPE 1 '-N: 117508.47 i, E: 1279433.09 / 7.()/ -,....,,~ 1 .;;:..--...-: '-"·-' I , l I ! I IL ./t;·ll-1 ...._..-i 1 ' • '' _/ I I Ji_. ~r-----. ---------------------------7 --_:z,....._-------' _:J _.; I I ,, I ,__ m => /U 0 • -" -" 0 ~a 0 ;,--'' RIM=419.67 I_E.=414.67 12"0, (SE) --y---··1 i ! ('/~c;0:~:S~F;';l--,,,JL_" ·--···/ ~ ---.;'j.'>!)3<, 1:::f,, :Ji-::)\ ._... ' ' ' l " ' I ::_ ' '\ t') 1;--;:;~1, ,, \-••1)~ gJ il'. . -- ---/~__, ~ .,.,.-c .. _ I -t--~ -, I I __. . ....-"". ; I i I I ' .--------·····----·-------------·--, I i I I I , .• --·· • -. C• I I I ;:;;;;, ·-· ... ..: -_ :: ! ,; :; .,,,.,.,.., \ _..,..., I I I I I I -.! I II I _/ I I /" I I I I ''-'; I I -. . I I I -~--' .c.-; i / I I\ ',\ , qo, .. , ' n SCALE. 1"=20' HORIZ. · 1"=5' VERT . CONTOUR INTERVAL= 2' DATUM: CITY OF FEDERAL WAY 21! 10 0 20 40 BASIS OF VERTICAL DATUM: CITY OF FEDERAL WAY NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29) BENCH MARK: CITY OF FEDERAL WAY B.M. NO. FW144, LOCATED 0.20 MILE EAST INTERSECTION OF 1-5 QVERPASS AND SOUTH 320TH STREET, MONUMENT IN CASE IN FRONT OF DRIVEWAY TO HOUSE /f3112 ON THE NORTH SIDE OF SOUTH 320TH STREET. TOP OF MONUMENT ELEV. = 462.933. ;, P, ,;;, ),-0 ONSITE T.B.M. SOUTH EAST CORNER OF POWER VAULT LOCATED AT STA. 103+ 13, 58' RT WEYERHAEUSER WAY SOUTH ElEVATlON=446.21 NORTH EAST CORNER OF POWER VAULT LOCATED AT STA. 96+48. 49' RT WEYERHAEUSER WAY SOUTH ELEVATION=415.13 GENERAL NOTES --·····--1. ALL EXISTING UTILITIES TO REMAIN UNLESS OTHERWISE SPECIFIED. CONTRACTOR TO VERIFY PIPE TYPE, DEPTH, AND LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. 2. AU. RIMS ON EXISTING UTILITIES ARE TO MATCH PROPOSED GRADE. CONTRACTOR TO CONTACT OWNER IF ANY DISCREPANCIES. 3. ALL PVC PIPE SHALL BE SDR-35 (OR THICKER). ~ !l I-'--'v1J\.,,.~r..J~~ Call 2 Working Daye Beier<> Yoo Dig 811 Ulllffles Underground Localion Center 00,MT,ND,OR,WA) PERMIT NO. 08-101241-00-EN CITY OF FEDERAL WAY APPROVAL DATE ~ j j-rt. j -·;·J ..• .2.·:.: --7·1 "i =---; ~~ / ~ ~ - -J --- -----. ,-d / / I SIGNATURE : I .,,., ''111 1-·ill I/ .--.--_; \ ---''"''" 1 OON '.-.-.-··-·.-: 0 .. . -,, D ·-'•i\,b·,-"·''"'l'-' ·;,;,! t ~ ~ .. , .. ,. '-:. "· 29.5 L.F., 12 ¢ S. · i ,;;7,;p, ,,:.... i (N/.::;) 1 . __ . ..-I I I I -·~ --~ I I I I · ·--.J... I I I .,,-s. I I ' I/ \, I I ' ----.. :';:ii @ S=1.49% !1.1::.,=411.23~12.~~-(l'-llNJ_J .. :::: • 0 ff: n: --------------------~---------~--------·------' -----.. ----------. REVISIONS NO., DE.SCR!PTlON/DATE I BY CITY COMMENTS 2008-07-14 ESM ~It (I)* 0:: -~-z -1 (!j Z'8 w "' "' tll 0 ,::o C, :, "' (/) C) z ·<C -(l)s: I-(j) • ...J~~ ::) .c s: oo CO-z o ~ o~i (.) g:i u. 0 ...J ...J (/J 1-z w ~ 1-(/J w > z -~ a: <( ~ I ~ -I :;! 8 _.,. <O O> I I ID~ ~ .. <>N -;;; ;! le " ~ I;; woc ow ~"' !' :, -<> " "' .c en~ C <( ·c (I) Ca_ Eo 0. 0 '" -0"' CC .3 .3 -~ C © E "'© c°' ·-0 >, C E ~ 0 :, "' 0 "'~ 0 0 .. .:,.~ -co ~-0 t.. > .JO.. ·-0 E 00 (I.> . 3: 3: 31,'. ~ a: <( ~ I CJ -I "' C ·;: ID fJl ""' CL ·-0 "'" C w.Q := :0 '~ :J 00.. ~ ~ I i z ::i Cl. ~ r::: :::> ~ 3:: ~ ~ I,_ 0 r:: u JOB NO.: 1431-001-007 DWG. NAME: UT-01 DESIGNED BY: FBB DRAWN BY: JGK CHECKED BY: DATE: 2014-08-14 DATE OF PRINT: UT-01 8 OF i O SHEETS -~ c,I i~ .. N, ?~ " /~ " . --o-0. ..2 ,,-o. " §, -g / -.,, " -i;:; ro ::s 0 <' , I ,._ ~":? w "' &:! "' 0 t:} N / ?;;-"'N E, .. lo:> t-, ilf, ~"U -:;i i;: 0:: 1. 2. 3. 4. 5. 6, 7. 8. A PORTION OF SECTION 15, TWP. 21 N., AGE. 4 E., W.M. DRAINAGE NOTES PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO THE PRECONSTRUCTION MEETING. All PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH WSDOT 7-02.2(1). THIS SHALL INCLUDE LEVELING AND COMPACTING THE TRENCH BOTTOM, THE TOP OF THE FOUNDATION MATERIAL, AND ANY REQUIRED PIPE BEDDING, TO A UNIFORM GRADE SO THAT THE ENTIRE PIPE IS SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BASE. STEEL PIPE SHALL BE GALVANIZED AND HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 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. ALL CATCH BASIN GRATES SHALL CONFORM TO KCRS DRAWING NUMBERS 41,46,47 OR 48, WHICH INCLUDES THE STAMPING "OUTFALL TO STREAM, DUMP NO POLLUTANTS" AND "PROPERTY OF FEDERAL WAY". ALL DRIVEWAY CULVERTS LOCATED WITHIN FEDERAL WAY RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3: I SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. CULVERTS SHALL HAVE BEVELED END SECTIONS TO MATCH THE SIDE SLOPE. ROCK FOR EROSION PROTECTION OF ROADWAY DITCHES, WHERE REQUIRED, MUST BE OF SOUND QUARRY ROCK, PLACED TO A DEPTH OF 1 FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4"-8" ROCK/40%-70% PASSING; 2"-4" ROCK/30%-40% PASSING; AND -2" ROCK/10%-20% PASSING. INSTALLATION SHALL BE IN ACCORDANCE WITH KCRS DRAWING NUMBER 51. DRAINAGE OUTLETS (STUB-OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY FEDERAL WAY. STUB-OUTS SHALL CONFORM TO THE FOLLOWING: A. 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 TO 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. B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE-FOOT HIGH, 2"X4" STAKE MARKED "STORM" OR "DRAIN". THE STUB-OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE AND BE SECURED TO THE STAKE. C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN KCRS 7.04-AND, IF NON-METALLIC, THE PIPE SHALL CONTAIN WIRE OR OTHER ACCEPTABLE DETECTION. 0. DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEM DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. E. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB-OUT CONVEYANCE LINES WITH RESPECT TO THE UTILITIES (E.G. POWER, GAS, TELEPHONE, TELEVISION). F. ALL INDIVIDUAL STUB-OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME OWNER. 1. 2. 3. 4. GENERAL NOTES All CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FEDERAL WAY ZONING CODE (FWZC), APPLICABLE ORDINANCES, AND THE CITY COUNCIL CONDITIONS OF PROJECT APPROVAL. THESE DOCUMENTS ARE SUPPLEMENTED BY THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION {WSDOT/APWA), THE KING COUNlY ROAD STANDARDS (KCRS), AND THE KING COUNTY SURFACE WATER DESIGN MANUAL (SWDM). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR LIABILITY TO THE CITY OF FEDERAL WAY. THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE FEDERAL WAY ENGINEERING REVIEW CHECKLIST. SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED BY THE CITY PLAN REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS JS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF FEDERAL WAY, PRIOR TO CONSTRUCTION. APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEVIER CONVEYANCE, GAS, ELECTRICITY, ETC.). BEFORE ANY CONSTRUCTION OF DEVELOPMENT ACTIVITY A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF FEDERAL WAY, THE APPLICANT, AND THE APPLICANT'S CONSTRUCTION REPRESENTATIVE. 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. CONSTRUCTION NOISE SHALL BE LIMITED AS PER FEDERAL WAY CODE (SECTION 115.25) NORMALLY THIS IS 7 AM TO 8 PM MONDAY THROUGH FRIDAY, AND 9 AM TO 8 PM SATURDAY. 7. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF-SITE WORK WITHIN THE ROAD RIGHTS-OF-WAY. 8. FRANCHISED UTILITIES OF OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL CITY REQUIREMENTS AND THE REQUIREMENTS OF KCRS CHAPTER 8 ARE SUBMITTED TO THE CITY OF FEDERAL WAY AT LEAST THREE DAYS PRIOR TO CONSTRUCTION. 9. DATUM SHALL BE KCAS UNLESS OTHERWISE APPROVED BY THE DIRECTOR OF PUBLIC WORKS. . 10. GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT-OF-WAY OR APPROPRIATE DRAINAGE EASEMENT, BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL GROUNDWATER SYSTEMS MUST BE CONSTRUCTED IN ACCORDANCE WITH THE WSDOT/APWA STANDARD SPECIFICATIONS. 11. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95% DENSITY. 12. ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95% DENSITY. WSDOT 2-06.3. 13. OPEN CUTTING OF EXISTING ROADWAYS JS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE DIRECTOR OF PUBLIC WORKS AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH KCRS 8.03(8)3. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEi/iCES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORI< WITHIN THE TRAVELLED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRED AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07.23 -TRAFFIC CONTROL, SHALL APPLY. NOTE: PIPE SIZE PER PLANS PLUG----... I • DOWNSPOUT ./ ... ASPHALT OR LANDSCAPING t----TIGHTUNE TO STORMDRAIN DOWNSPOUT. CLEANOUT DE.TAIL NOT TO SCALE .... ·-GRATED INLET ------\ (JAILHOUSE WINDOW) OVERFLOW ELEV = 411.81 1 /2"!/l BJI.RS @ 6" O.C. · ~/ iii -STEPS -METAL OR PLASTIC \ SEE NOTE #8 \ • y-GROIJT (lYP.) 8" SHEAR GATE I.E. = 408.59 REMOVABLE WATERTIGHT~ COUPLING OR FLANGE n !3E:_ \ . I I -· 1 ··~CLR '---~ SOLID LOCKING FRAME & COVER MARKED "DRAIN" RIM = 41.3.26 ,,,.--ORIFICE #2 SEE ORIFICE TABLE ,,,--ORIFICE #1 SEE ORIFICE TABLE ....___ 6" MAX.:....J-J 2" MIN. 6" MIN. '---PLATE WELDED TO ELBOW WITH ORIFICE AS SPECIFIED ORIFICE {f3 __ ,/ SEE ORIFICE TABLE 7 ELBOW RESTRICTOR 18"¢ RISER__/ SEE NOTE #5 (PLAN VIEW) C.B. #2.,.. TYPE 11-60"0 SCALE: 1" = 2' ;i~ ~1i ~-----ROUND SOLID COVER MARKED "DRAIN" WITH LOCKING BOLTS. RIM=413.26 ' '"" -tj-~ i L!:i :-::1:=4 • lb FRAME & LADDER OR ~-----STEPS OFFSET. SEE j z·· ~ f NOTE 8. FRAME & COVER ELEV. PER PLAN. ·4 '~ -~ TOP OF 18"¢ RISER= 411.71 OVERFLOW ELEV. TO PROVIDE DETENTION & OIL SEPARATION PER PLANS ' "' ! N 1.......2'-o" MIN. 18"¢! ----• ~-• OUTLET PIPE _=,--~ • ' .. N-' 1z ,-::;: /...--'-1 L J . ,,; "· .. '• GRATED INLET (JAILHOUSE WINDOW) ELEV.= 411.81 H = 0.5' =1,-----1--. STEPS OR LADDER. 18"¢ -INLET PIPE .. z ::;: ' ' ' INVERT ELEVATION=408.46-· 18"0 RISER PIPE 0 I r .J '--INVERT ELEVATION=408.09 N CLEANOUT GATE: PIPE SUPPORTS, NO. AS----REQ'D. 3"x.09 GA. BOLTED A"' I 8" SHEAR GATE. OR IMBEDDED 2" IN WALL @ MAX. 3' SPACING MIN. ONE SUPPORT < ORIFICE BOTTOM PLATE----+.-~ ORIFICE {11 ... z ::;: ' 0 I N <· r . ORIFICE ii SIZE ' " -2.00" 1 . '' 2 3.25" SEE ORIFICE TABLE SEE NOTE 10. -LEI·-• -· ; ._ .. • 3 _3.00" -.. ·4.· • ... ,. __ ".. --. :" , A_". ~·~-~-4~·::·:.,,._:_~-L---"-------. ·-... " ~ C.B. #2.,JYPE 11-60"0 .. FLOW RESTRICTOR SCALE: 1" = 2· NOTES: 1. PIPE SIZES AND SLOPES: PER PLANS. 2. OUTLET CAPACITY: NOT LESS THAN COMBINED INLETS. 3. EXCEPT AS SHOWN OR NOTED, UNITS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS FOR CATCH BASIN lYPE 2, 54" MIN. DIAM. 4. PIPE SUPPORTS AND RESTRICTOR/SEPARATOR SHALL BE OF SAME MATERIAL, AND BE ANCHORED AT 3' MAX. SPACING BY 5/B" DIAM. STAINLESS STEEL EXPANSION BOLTS OR EMBEDDED 2" IN WALL 5. THE RESTRICTOR/SEPARATOR SHALL BE FABRICTED FROM .060" ALUMINUM, OR .064" ALUMINIZED STEEL, OR .064" GALVANIZED STEEL PIPE; IN ACCORDANCE WITH AASHTO M 36, M 196, M 197 AND M 274. GALVANIZED STEEL SHALL HAVE TREATMENT 1. 6. OUTLET SHALL BE CONNECTED TO CULVERT OR SEWER PIPE WITH A STANDARD COUPLING BAND FOR CORRUGATED METAL PIPE, OR GROUTED INTO THE BELL OF CONCRETE PIPE. 7, THE VERTICAL RISER STEM OF THE RESTICTOR/SEPARATOR SHALL BE Tl-IE SAME DIAM. AS THE HORIZONTAL OUTLET PIPE. WITH AN 8" MIN. DIAM. 8. FRAME AND LADDER OR STEPS OFFSET SO THAT: A. CLEANOUT GATE IS VISIBLE FROM TOP. 8. CLIMB DOWN SPACE JS CLEAR OF RISER AND CLEANOUT GATE. C. FRAME IS CLEAR OF CURB. 9. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE: OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE LD. LESS 1/4". 10. MULTI-ORIFICE ELBOWS MAY BE LOCATED AS SHOWN OR ALL ON ONE SIDE OF RISER TO ASSURE LADDER CLEARANCE. 11. ORIFICE MUST BE INSPECTED PRi'OR TO fNSTAUATION ELEVATION! 406.46 410.66 411.04 NOT TO SCALE PERMIT NO. 08-101241-00-EN CITY OF FEDERAL WAY APPROVAL DATE SIGNATURE : REVISIONS NO.I DESCRIPTION/DATE I sY ESM '"D jlt -o " -m "'m ~ I I ~ ill~ ~ 0 .. '"' " -'tri'.O :c {f) ~ .,,e rJJ £< C II'. ?i' C ID --0 0. " -o w 4D ;; 0. 0 00 IJ.j .., "' CC z -~ i;; .3-3 -Cl z I{) 0 w "' "' -"'0 C Cl :-co " :, 00 E z (/) (J) "'" •<( c"' ·-0 I-ws ii'" g> • E i':~ _J <( iii' ~ ::J 0 (I) 0 00 :Es 0 "O .2, oo-. co z 0~ •-a~ > ...10. 0 0 "' ,-st 't) 0 0 "' .. E "' u. (i) (!) o> . 3: C ·c 3: " II) " ,,, :,I: c~ ·-0 "'3: C Wu :.= :0 .2: ::J () 0. -z 0 b z ::r: ~ ,;; () ...J ...J (1) r-~ z ~ ~ w a: ~ 0 r-<( 0 (1) z ~ <( w en > I w z I-(9 0 -z ~ -~ II.'. I <( i= ~ ::> I CJ -I I ~ :ii': ..J ~ w 0 w I.L. LL. 0 (:: 0 J08 NO.: 1431-001-007 DWG. 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' _..-:j \ ,,o ,_ I I PROJECT STATISTICS CODE USED: ZONING: 2012 IBC OP-1 CONSTRUCTION TYPE: 118 -SPRINKLERED 8, OFFICE OCCUPANCY GROUP: SEISMIC ZONE: PARCEL AREA: DEVELOPABLE AREA WETLAND AREA BUFFER AREA Ill, WIND SPEED 80 MPH, EXPOSURE B 402,495 S.F. 9.24 ACRES 127,822 S.F. 101,984 S.F. 111,595 S.F. TOTAL WETLAND & BlFFER POND AREA 213,579 S.F. 61,094 S.F. BUILDING AREA: 2.3,902 S.F. FIRST FLOOR 23.902 S.F. SECOND FLOOR 47,804 S.F. TOTAL LANDSCAPE AREA: 34,417 ST. (EXCLUDING WETLAND & BUFFER) PAVING AREA: 53,648 S.f. PARKING PROPOSED: 126 STANDARD STALLS 6 ACCESSIBLE STALLS (6 REQUIRED) 35 cm;PACT STAL.LS .(Y.AX. AU.QWED--12} 167 TOTAL STALLS PARKING REQUIRED: 160 STALLS @ 1 /300 BUILDING rlEIGHT ALLOWED: 35' -0" BUILDING cEIGHT PROPOSED: 32'-0" (2-STORY) TAX NUMBER 1521049052 SCOPE OF' WORK CONSTRUCT A NEW OFFICE BUILDING SHELL INCLUDING RELATED ON-SITE SITEWORK. TENANT IMPROVEMENTS ARE BY SEPERATE PERMITS. PROJECT TEAM OWNER: ARCHITECT: STRUCTURAL: CIVIL ENGINEER: LANDSCAPE: WETLAND CONSULTANT: HIGHMARK INVESTMENTS 3450 S. 344TH WAY, SUITE 115 FEDERAL WAY, WA 98001 (253) 874-3939 FAX. (253) 381-1130 CONTACT: MIKE KERBY Email: kerby@highmark-ilc.com LANCE MUELLER & ASSOCIATES 130 LAKESIDE, SUITE 250 SEATTLE, WA 98122 (206) 325-2553 FAX. (206) 328-0554 CONTACT: BOB FADDEN Email: bfadden@lmueller.com ENGINEERS NORTHWEST 6869 WOODLAWN AVE NE SEATTLE, WA 98115 (206) 525-7560 FAX. (206) 522-6698 CONTACT: Email: ESM CONSULTING ENGINEERS 33915 1ST WAY S., SUITE 200 FEDERAL WAY, WA 98003 (253) 838-6113 FAX. (253) 838-7104 CONTACT: FRED BROWN Email: fred.brown@esmcivil.com BRUMBAUGH & ASSOCIATES 335 °ARK PLACE, SUITE 117 KIRKLAND, WA 98033 (206) 822-·5895 FAX. (206) 822-1105 CONTACT: STEVE KLEM Email: stevek@brumbaugh-assoc.com TALASAEA CONSULTANTS 15020 BEAR CREEK ROAD NE WOODINVILLE, WA 98077 (425) 861-7550 FAX. (425) 861-7549 CONTACT: BILL SHEILS Email: VICINITY MAP N.T.S. ·/ ~.· ~ .I/ii /,, ," (' ,//1,'/I ~ I\ ,/ I I \ ·.' r. ~T ,· \,I//!'"'~---~, ···\. //1/ ---· = ll. ~/1 -'\ _"'_ II I -c:-Y;/ SITE), ~ r/;i/,; 11\ Ii; \\ f lij \\! * fl /(-( \\ ///!//'; f~&J \1 !!} J If,> --c' I' I / f' "'-f\ \~ i} I . I ~ f I -cc .... ,,,,_. -\ :&I I fc:--; \ ,, I r '?'(./ ' ~ // \ c::'.\\_--/ I ./21/ o~v !/, wg01rnH,\l'SEI< / ,on,_o,,c "'' r1 ecome A // ii/. (,e.~~PUS I_/ 11/j ~< ' lo ;s) // fir / '~I ,, .. ~fftJ.I \\ I· {11Uf t) Jl 11! i/ °'i 1/ifi .. , ~\I.J\1~ Ii/// I , ,1 ,I ,1 "-\ ; /!!I/ I '' ', __ , ~ 111 .. ""' //1/ if{ /~ 11 1lf I 1WY [~;'~;'J.,.I _·,I~. J 1"1 I A ) u 1i/ '-~-'.J /I# -EXIT_ A1r.!/!!···1~ ·. . _ ~ch 6lJ1.~J <1428 // ti ~' 'I I /," "' &~--·' ii~(.· ~ lli:~,~/ 11! .. CXIT ' ' 1 '· l/142A LEGAL DESCRIPTION LOT 1 OF CllY OF FEDERAL WAY BOUNDARY LINE ADJUSTMENT NO. 01-100742-00SU, RECORDED UNDER RECORDING NUMBER 20010711900005, KING .COUNTY WASHINGTON. t 18'-Q" i' r.--···-··--·-EJ~~;D ~::-: __ ---~~ CU~B I :,e t:: 1 --_ I )' '3~ I I / DUMPSTER, _./ I v, S f __ ____.-r 6" P.C. CONG. WALLS 0 V N.1.C. I Rf CYCLING I I , BINS I I ~--I "' '---·-· _ I • I -· .. --.. --' \ L 4" CONC. SLAB -· ---lROOM FINI "==-\ ~ -= = .:C::::,-PLAN 18 GA. !:JAL cl.---' / C ECK ING, 'AINTED ) ) ) ~ QI I co I ' ' I "' ---·_l l_ ~ ,-./.~It" 0/"\IT ' 0 I io ' "' I ' I AT EACH GATE 8.0. T. 11· I i I , F 1 ~, F F s. x4"x1/8" RAME, AINTED ~-· !----·--------,--6" P.C. CONG. WALL FRONT .. _J. L " 6" P.C. CONC. WALL TYP _ REVEALS TO MATCH BUILDING I _,,, ___ [~=================~l SIDE 6" P.c. rCONC. WALi I / I ['==========================L] BACK TRASH ENCLOSURE DETAILS SCALE: 3/16" = 1 '-0" i i c::i :r: ·, '", Al ;, ~~,. "' ~ in ' .. .-. I' ; ,.-·1' i ·• :· l·-· ·.,.,, ! -I I ~ ··V } SH.~ED moo ) Slt:F:WALK :t -~ LANDSCAPE A, ~r f.H. A in 17 " " t ,. ,.," ",,. 1 1;:r~-----.;: ___ _1,_1u,:,· _____ ll<lt __ _ C C C C .,. u LS u u u -0 9J'-6rr X l 3 i u 'i u u 1J 13 C C w ~ ~ ~ ~ ~ ~ ·I 11 t C ,,., ol [ B ;., C l 9 ! 8 l C C C LAND~APE ••• .. ti C C C t~-'-r SIDEWALK C LA,NDSCAPE ,.J -1 t ~1 1ol ' ;,, N I bl ,_ I i.:cl N 6,. -C 30' .--MOD!FY EXISTING CONNECTION A COLORED CONCRETE WALKS W!TH 9•x9• C STAMPED PATIERN, T'l'P, ,l 115· ,' 25• '1 I ' ·;J ALS D C LS LS " -C ~., r-L_ AB D l·' ,.J JWO:SIORY OFF)CE 1 ST flN. FLR ELEY: 429.5' CllY DATUM -424.0 TOP Of PARAP£T -466.0 _J5' I i 14 LSAl: I 14 6. I II 18 --D C -i ' , i I ___.,.------::: MECHANICAL X ....--SCREEN -SEE i ELEVATIONS I I ... ---~-' C It C ,SIDEWALK f.H. "'i IJ,N[Y::,..;Af'E -C C c: C 1~1' C C C C 1.ANDSCAP£ ,J C C C C SIDEWALK C , LANDSCAPE I I I I I I I I I I I I I I TO ADJAC£Nl PfKING I _ .. <n: ~1 I Ar' 12' 25' &" --1---4'-----jjj 1' 16' ts II ~ i ~---;·r/ ':----C i LANDSCAPE " ~ l [,i;!J I I I 11'N'f""E I I 6 I I I I L·-t I I l.<NDSCAPE I I I A ; I I I I 30'-89f I Joj__ -I I j/ I I } I I I I I I I I I I ,'---, ~velt, ·-tf." I I_ . l,!io -,•. ~I ,llil ~ ,' I ,' I I _.1 I 7 I I ;,r ..... ._, .~,.--~· ' ,,' I I \! I J ,' I ,f,y,:_ __________ , ·--~ t /I C @ ! ! I' ~-1 p:~ . C ,. • ,,._,. t 16' 1 '' l ' l A I 225 • +-;•': __ _ _,_, -~. . IO , ·r I t-··--lf L / ,.. c • 11 r / . ,, ,· u I ---r;l-,w --------------t I I ' 1? \, ":!cl il • ~ ": ., ·. ~ . if:1 ·1. ·:·1 A I ..J -, 1' If \ I I I I -~/H~~ ---··-·~-~·~------~ LANDSCAPE PUMPER 15 C il I ' J : / .J 1 CONNECTJON ;,,===", l ~,~ w· C RELOCATED F.H. 94" LAND~~! <,,,,' --,· ',, .. ---, ' ' .._ __ _ tTT1 / ,,--C y LANDSCAPE EDGE OF BUFFER @ BASE OF WALL I 7 'I I L / ii '-------.__ RESIDRED / , / OUITTR -SE£ / ~ ~~ I EOGl OF EXISTING """"" ''"" / / ---.,v---rom_~----------------------------7-----7 EDGE Of OEVELOPABLE / I I I AREA CALC. / I I I I ,' SJ>'.:RM-!\'ON();\,, I ,,.. " '<', --<\, ----~---=-,. -·---------, I I I I \__ EDGE OF DEVELOPABLE AREA yALC. ~ NORTH ' -----...... SITE PLAN 0 15' 30' 1" = 30' -0" I / I I I \ 60' 90' I I I I I I • !:OGE r:/ BUFFER @ BA'f' OF WALL I I I I I I INDEX or DRAWINGS ARCHITECTURAL: A 1. 1 SITE PlJ,N & NOTES A1.2 SITE LIGHTING PLAN A2. 1 FlRST FLOOR PLAN A2.2 SECOND FLOOR PLAN A3.1 EXTERIOR ELEVATIONS A5.1 FlRST FLOOR CEILING PLAN A5.2 SECOND FLOOR CEILING PLAN BIOLOGIST Wl .0 BUFFER ENHANCEMENT PLAN W1.1 WETLAND BUFFER ENHAfiCEMENT PLAN CIVIL: 1 OR 10 COVER SHEET EX-01 EXISTING SITE CONDITIONS ST -01 OVERALL SITE PLAN ER-01 T.E.S.C. PLAN ER-02 T.E.S.C. NOTES AND DETAILS ER--3 T.E.S.C. DETAILS GR-01 FINE GRADE PLAN UT-01 UTILl1Y PLAN UT-02 UTILl1Y NOTES AND DETAIL: UT-03 UTILl1Y NOTES AND DETAI I I I I I I ('Ao~\ r. I ~WI I !;;, .~ I "' Cl-·;; :::, 1' I I I I I I I I I I I 0 C I .... "' 0. .J. g -.o .2, 0::: 0 u.. (!) z 0 ....I => co s LU z ~ a:= <( :E J: (!) -J: [fl w I-<( [J D [fl [fl <( [-0 O:'. w ...J ...J w ~ w C " 0 ~ 'O '£ I a:, 0 I "' 0 ii I '" "1, 'O (!) z -z oo :::! I-=> (!) co z LU -u :c -(/) u.. <( ~$ Cf) >-~ ~ ~ ....I t3 ~ I-LU Cf) 0 <( UJ LU u.. <t :;l lO N • lO N "' <t ;jj 0 N • N UJ N ~ ID O' I-i CJ j ~ w ~ • I-fil N w 1-::i Ul I . w 0 CJ iii WA-01 WATER PLAN Date: I( n LI' p f I Comments: I w >< ti: j ';} ,,, ;i }, LANDSCAPE: L1.1 L2.1 L2.2 TREE PLAN LANDSCAPE PLAN SCHEDULE, NOTES & ETAILS -__, !Y\ ,,..J ~.( ~ o v'' I (v,-: h-t-IJr..\-J e i1\ -, ,,:r:c, iDM'"TI-E'"' j °4-0 ,;;.,,,;H,,.,s U I d. u 0 CJ iJ-8 za-r CJ.TY OF FEDERAL WAY CDS w I--l/) 0 <t M A1.1 ,, u, " v c;i I -0 / ,o I CD 0, I / 2 ~ ~ u " ' . L u C 0 / w 0 ~ E 0 u " 0 "' I ~ 0 E = / ~ 0 E ~ . S!',r, L-_,,.,--r; g,_0-,1 > .. , ~q /"'"' ,~ -:::! VICINITY MAP N.T.S. ~ ~ LEGAL DESCRIPTION 1 SITE lit Ii\ ,\ " LOT 1 OF Cl1Y OF FEDERAL WAY BOUNDARY LINE ADJUSTMENT NO. 01-100742-00SU, RECORDED UNDER RECORDING NUMBER 20010711900005, KING COUNTY WASHINGTON. Bx CL IL~OU .,.-1 oo· -... , ,, =\--------7-------.." -f------,o·-------} ti / I • I I I 'i• ' ~ '.,f\' ROAD EASEMENT -RECORDING NO. 8711020580 ! I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I _j ~J I I 1i 1 I / I I / I I ; J. I / I / I l I I / I / I / I/ I / J ) I I I I I I I I /_) 1( ( ///~I. I ///:: ___.___.\& Jt &j &~)· / / ·. GiL / / . _J"' --___./~___./~------~ -4 ::::_ __.__.,_"7"'-~= = == - --- - - -~--·----··-:··_. __ .: __ .,.. ---~ i r, ~ ' • ,t -----······------------(: ~\ .f PROPOSED ,1 : / SANITARY 1 1 : ' \ ·'" ·r: ·;lt--'i ';' ?\ .}~~-v J:Y .. / I EASEMENr'N y / I I / I / / I , I I I I I / / I ----I ~ I I /\ .I I I I -J I "-I I / I I : ' ' • • ' • ' • ' ' ' ' ' ' ' ' ' ' • ' • ' -/ ~-~,·-· / _.::,;;;--l1 I s, ' + -' ' ' ' ' ' ' I I ,, • ,, """ " , "-I l (.J_t-.i::.I = -~ I .;,J,j) ' B'sr FlN. F\.IL .. Elt'li:.Iia.l,' . n: ·.:.==:.~::::·::-:::::::n==--··:_._J, / .. ~ I 1 I r'"~ I . I ~ ---" .Ill. IJL .Ill. w I ____a!!;. fil .\Ji. ,._ "j,j, --" ~ --~-~s ----e!,I ± ' ··I I -= L-. "' ---t-1 ' • @: ' ' ' ' ' ' ' ' ' ' ' ' ' i~ ti I • ' ' ' ]11 w ' ,r ' i\lG)w --!-·• ' ' ' ' ' ' ' . r : . ' ' " " ni----------------1 " " " " " ll 1521049120 & I& ,ill. .\ii. 1----------------l & Ali. Ali. & "" [4"®'' 30' S ER .1iASEt,,4ENT1.111. @· " 6!21 616 ~ '<i:Y ~ l ;;lL Ml. j)J. & .Ill. & JU, "Wff ~~Q fil .Ill. & ! ·. Ali. JJi.. ,ill, .Ill. Ml. Ali. fil , / fil fil 1521049099 1521049167 Ali. M SITE PLAN . 1 All A fil "' Ali. ~EI ~ND ~ · Ali. NORTH 0 30' 60' ~ A JJJ.. ~ 120· .Ill. .Ill. fil JlL .Ill. ,ill 1 ,, ' .Ill. Ali. . = 60' -0" JU. .\lJ. 180' ",,, '1'/jl~ ii_!! &,,_I!"-"'· i I• W.8 ~,.Ji " :i "1 .,t'° Q ( .Jr 'W I ~ 1£ :,/"4,,-'!!" ~ !I -{I f J ' -, , , -,·""o ..t. ' ,1 c: O c EB .! ll 2il15 l;tt'Y tJp; PF.DER,h,L WA\"' cos RESUBMIITED FEB 1 0 20!5 cny OF FEDER,~L WAY CDS ' ~' I w 2§ C 0 ·;;; 0.. "! ::, 1111I11111 I 0 C II <X) ... 0 ~· 'O I I g " "' C "' 0 ... " u I " --" E " N 0 .Q, ~ 'O u 'O C!) z -z :3o -I-=> C!) co z LU -0::: ~ oI -Cf) 0 0::: ~~ ~ <( ~ Cf) >-~ :E ~-~ :::! ::c '.2 ....J ~ c2 ffi C) I-LU s-Cf) 0 ~ ::c <( UJ UJ u.. Ul <( :;l w 111 ['(I I-• -111 ['(I <( "1 -<( ;ii CJ D ['(I D • Ul ['(I [fl ~ Ul w <( [J\ I-~ ~ w 0 _J ~ ~ w w ~ .J • .J I-~ w ['(I w J -t-:J I en I . w w 0 CJ 0 ui w z ~ ll:'. :5 z1 <( D <( .J <( "1 Co!m11e11ts: ------------~ I sheet Lu A1.0 I--(/) I ,'{ . \ ,1 ' ' 1 ,, J l I J ;\ ., ]) l i ~ ,ij ~ i' J . _.:1_. /1 0 4,i ,j! '11·. ' c,, ~ D u / •D I co N I / p 0 " u 2 L p 0 / w ~ ~ E 0 u -" 0 ill ' = ~ 0 E L ~ -f 0 E L c• •-L'J L_ /o l~N CT-'-., 3: c::-"""G,,_ --<-,1 CN PROJECT STATISTICS CODE USED: ZONING: CONSTRUCTION 1YPE: OCCUPANCY GROUP: SEISMIC ZONE: PARCEL AREA: DEVELOPABLE AREA WETLAND AREA BUFFER AREA TOTAL WETLAND & BUFFER POND AREA BUILDING AREA: 2012 IBC OP-1 118 -SPRINKLERED 8, OFFICE Ill, WIND SPEED 80 MPH, EXPOSURE 8 402,495 S.F. 9.24 ACRES 127,822 S.F. 101,984 S.F. 111,595 S.F. 213,579 S.F. 61,094 S.F. 23,902 S.F. FIRST FLOOR 23,902 S.F. SECOND FLOOR 47,804 S.F. TOTAL LANDSCAPE AREA: 34,417 S.F. (EXCLUDING WETLAND & BUFFER) PAVING AREA: 53,648 S.F. PARKING PROPOSED: 126 STANDARD STALLS 6 ACCESSIBLE STALLS (6 REQUIRED) 35 COMPACT STALLS (MAX ALLOWED 42) 167 TOTAL STALLS PARKING REQUIRED: 160 STALLS @ 1/300 BUILDING HEIGHT ALLOWED: 35' -0" BUILDING HEIGHT PROPOSED: 32' -0" (2-STORY) TAX NUMBER 1521049052 SCOPE or WORK CONSTRUCT A NEW OFFICE BUILDING SHELL INCLUDING RELATED ON-SITE SITEWORK. TENANT IMPROVEMENTS ARE BY SEPERATE PERMITS. PROJECT TEAM OWNER: ARCHITECT: STRUCTURAL: CIVIL ENGINEER: LANDSCAPE: WETLAND CONSULTANT: HIGHMARK INVESTMENTS 3450 S. 344TH WAY, SUITE 115 FEDERAL WAY, WA 98001 (253) 874-3939 FAX. (253) 381-1130 CONTACT: MIKE KERBY Email: kerby@highmark-llc.com LANCE MUELLER & ASSOCIATES 130 LAKESIDE, SUITE 250 SEATTLE, WA 98122 (206) 325-2553 FAX. (206) 328-0554 CONTACT: BOB FADDEN Email: bfadden@lmueller.com ENGINEERS NORTHWEST 6869 WOODLAWN AVE NE SEATTLE, WA 98115 (206) 525-7560 FAX. (206) 522-6698 CONTACT: Email: ESM CONSULTING ENGINEERS 33915 1ST WAY S., SUITE 200 FEDERAL WAY, WA 98003 (253) 838-6113 FAX. (253) 838-7104 CONTACT: FRED BROWN Email: fred.brown@esmcivil.com BRUMBAUGH & ASSOCIATES 335 PARK PLACE, SUITE 117 KIRKLAND, WA 98033 {206) 822-5895 FAX. (206) 822-1105 CONTACT: STEVE KLEM Email: stevek@brumbaugh-assoc.com TALASAEA CONSULTANTS 15020 BEAR CREEK ROAD NE WOODINVILLE, WA 98077 {425) 861-7550 FAX. (425) 861-7549 CONTACT: BILL SHEILS Email: VICINITY MAP N.T.S. = ~ ,__rw,rr, ~ NDRlHlAl'Je SITE 'It 1\ ,i " LEGAL DESCRIPTION LOT" 1 OF Cl1Y OF FEDERAL WAY BOUNDARY LINE ADJUSTMENT NO. 01.:100742-00SU, RECORDED UNDER RECORDING NUMBER 20010711900005, KING COUN1Y WASHINGTON. ' 0 I "' ' 0 I 0:, ' <O I 18'-·0" +-------------·-··-··-·------~ 6" P.C. CONG. WALLS ,-.1 ,,r ····-·· .. -. E~UDEDY ~ --~ if t;:: '1 --CU~B _/'i g~ '• v: DUMPSTER, : V) s R~C;CLING · N.I.C. 1 ~BIN5_ 1 I 1 I I ' L L_.,,.. --.-.J --4" CONC. SLAB '/ BROOM FINIS ~ !:!Jill. .,.-_,,c~=.··==-i_ ~ _ .... _ ..... -:·.=··'-·a,;, "---~----·---------. -------L_·_= 18 GA. ,--METAL DECKING, PAINTED T.S. 2"x4"x1/8" FRAME, PAINTED LI--6" P.C. [ .11. J CANE BOLT__,..,, J - -•I KEEPER AT EACH GATE FRONT [:'.:'.:J CONC. WALL '") -:+.1 ' 0 I 0: l() tt ~-;\ 'I • * ..---T.O.!======= 6" P.C. CONG. WALL TYP. REVEALS TO MATCH BUILDING 1 [~=================~] ~ SIDE 6" P.c. /CONG. 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' ,;•,1 ,, , •.. 6, :=:;; 6, Om D J1C=::J'i l ,d,~{7~ C L--:-1 L l -LS LS ~ -(2[ J-q IIT'I "fl AB oJW·["~ 0 JWO::S[ORY omq; = 16 c:-:-::1 -11-~ '~=·-~=~~·~--~, I I C .. -----1 X V SCREEN -SEE I I I ,,,.-:: MECHANICAL I I ELE.VATIONS " I I I I '----------·--·---J :l.:l~'. C C C C C ~ t = = =lN<D_'C'PE_ ~ J I I 11 I ' I I LS C ·I C : C I C I C u I I r=,: / 1 I I I I /[ A I IAN'l°"'J I I " 3:1 I I I I I , I I I I I I I SIDEWALi( C LANDSCAPE " lie,-----j I I I • LANDSCAPE fl ----iii ~D To~:" [] rn I I I ~le I ..-----'/ I I I I I I L---, ;' I ,' I / I ,' I / I ,' I I ,/.~4H{ t"'"-~~::f:f"f'l.~-t---~~~-~~~~~~~....J/1 I I I ~ J l I" )~:, 1 1 1 1 / / LANDSCAPE ' C iil ,s-I I I I I I I I I I PUMPER I ~u r11 CONNECTION I C IANDSCAPE I I I ;:l ~ 1? LANDSCAPE \ $. ~'S# ~ +--I 1/ I 1k. EOG[ c/ BUFFER @ BA'1-OF WALL I I g ~-1.J ,. ~ ,.---, ' ( : ;:,,~ L---l"TT, • EDGE OF BUFFER @ BASE OF WALL REl.OCAlEl / ra / :> E A (\ fO~ // 4 1 ' • • / \.. ....._________R£STOR£D / / 1'l :\.i. 1 --9. EDGE OF EXISTING f~-J~ / // : ... ~ --·, ---l:Jtjfff~----------------------------~~----7 ... , --~. I '--/ EDGE OF DEVELOPABLE / .·. / ···.,. ~ AREA CALC. / · I :,; .. I I .. ,.. I ~=\ I I . I I >--1 t EDGE OF .DEV~PABL~"I'· -------... // /// ~~. I I , -......___ I / / ~ SITE PLAN 15' 30' 60' 90' 0 NORTH 1" = 30' -0" I I I I I INDEX or DRAWINGS ARCHITECTURAL: A 1.1 SITE PLAN & NOTES A 1.2 SITE LIGHTING PLAN A2. 1 FIRST FLOOR PLAN A2.2 SECOND FLOOR PLAN A3.1 EXTERIOR ELEVATIONS A5.1 FIRST FLOOR CEILING PLAN A5.2 SECOND FLOOR CEILING PLAN B!OLOGIST W1 .0 BUFFER ENHANCEMENT PLAN W1 .1 WETLAND BUFFER ENHANCEMENT PLAN CIV!L: 1 OR 10 COVER SHEET EX-01 EXISTING SITE CONDITIONS ST-01 OVERAUL SITE PLAN ER-01 T.E.S.C. PLAN ER-02 T.E.S.C. NOTES AND DETAILS ER--3 T.E.S.C. DETAILS GR-01 FINE GRADE PLAN UT-01 UTILITY PLAN UT-02 UTILITY NOTES AND DETAILS UT -03 UTILITY NOTES AND DETAILS WA-01 WATER PLAN LANDSCAPE: L 1.1 TREE PLAN L2. 1 LANDSCAPE PLAN L2.2 SCHEDULE, NOTES & DETAILS I I I I I I .... gi . I g .... ~.c ,Q, er: 0 LL (9 z 0 ....J -::::, Ill 3: w z ~ 0:: <C :E J: (!) -J: U) w I-<( -0 D U) U) <( r<l [I'. w .J .J w J I w 0 z z~ <( .J C "' e 'O _J a... sheet '01 I ' I NI ':g:I =>I ] u "' .c u g;J I <O 0 \. C 0 ·v; ·~ 0 C I "' N-o 'O (9 z -z 00 ....JI-::, (9 Ill z w-(..) I -en LL <( ~3: en>-::::, <( a. 3: ~ ....J <3~ I-w en o <( w W LL <( :;] U'1 N .!, N ['J <( ID 0 N • N UJ ~ Ill (J\ f-~ w [J ...J § w [JJ • f-~ N w f-:::1 [JJ I . w 0 [J ai w ~ ll:'. ::I 0 <( ['J w I-A1.1 -(/) :J ,,,. ?, i,-i • {; ~-' /j ~ c2 I vi ,. I!! X ~ J ~ ; ~I oU '"' co~ -~ '"' 0"' _,, w~ ~I '5 in C, ~" Oo 0: :z r ~\~INITY MAA-p 11\ I• Tt/ "" #143 . l't:~ I =\ ij, .JI.·= It. ___ :""= .. = .. ~ ; /I!! ii ill' It ~ t;J (~ of I t::::J\ -&/ c'U !Ji 0'/1 "l'HAWOCJ< . 11 n , 1, I_ -~I : 1 (! f I 'nelT\ 'i"'::!;';s,: //!// \~j j' t1l111 M11 11//, . 1~ 11/i ii~\ "" 1//1; #1428 l/11 l;rJ· lb""-111 I/Iv LEGAL DESCRIPTION \ \ -~, -I ' SITT' \ r I I 1 \ \ • LOT 1 OF CITY OF' FEDERAL WAY BOUNDARY LINE ADJUSTMENT NO. 01-100742-DOSU, RECORDED UNDER RECORDING NUMBER 20010711900005, KING COUNTY WASHINGTON. PROJECT STATISTICS CODE USED: ZONING: CONSrRUCTION TYPE: OCCUPANCY GROUP: SEISMIC ZONE: SITE ARfA: 2006 IBC OP-1 118 -SPRINKLERED B, OFFICE 111, WIND SPEED 80 MPH, EXPOSURE B 3 27 ACRES J,'(.P'v [uf'""' 1 I . ---lc,0 ~ 129,311 S.F. (2.96 ACRES) . INDEX OF DRAWINGS ARCHITECTURAL: A 1 .1 SITE PLAN & NOTES A 1 .2 SITE LIGHTING PLAN A2.1 "IRST FLOOR PLAN A2.2 SECOND FLOOR PLAN AJ.1 ,_XTERIOR ELEVATIONS A5.1 'IRST FLOOR CEILING PLAN A5.2 SECOND FLOOR CEILING PLAN BIOLOGIST W1 .0 BUFF[R ENHANCEMENT PLAN W1.1 WETLAND BUFFER ENHANCEMENT PLAN CIVIL: 1 OR 10 COVER SHEET EX-01 EXISTING SITE CONDITIONS ST-01 OVERALL SITE PLAN ER-01 T.E.S.C. PLAN ER-02 T.E.S.C. NOTES AND DETAILS ER--3 T.E.S.C. DETAILS GR-01 FINE GRADE PLAN UT-01 UTILITY PLAN UT-02 UTILllY NOTES AND DETAILS UT-03 UTILITY NOTES AND DETAILS WA-01 WATER PLAN LANDSCAPE: L1.1 TREE PLAN L2. 1 LANDSCAPE PLAN L2.2 SCHEDJLE, NOTES & DETAILS '"'-., ) '~ 8 fC//J ~, ...... 4 TOTAL DEVELOPED SITE AREA; BUILDING AREA: 23,902 S.F. FIRST FLOOR 23,902 S.F. SECOND FU).Qfl 47,804 S.F. TOTAL 11 ) Y llG ' LANDSCAPE AREA: PAVING AREA: PARKING PROPOSED: PARKING REQUIRED: 34,417 S.F. (EXCLUDING WEILAND & liUFICH) 53,648 SF. 126 STANDARD STALLS 6 ACCESSIBLE STALLS (6 REQUIRED) 35 COMPACT STAI LS (MAX All OWED 42) 167 TOTAL STALLS ~@ 1/JOO L '-<-,_, .,/L,_,i' "1 BUILDING HEIGHT ALLOWED: 3s·-o·· BUILDING HEIGHT PROPOSm 32'··0" (2-STORY) SCOPE OF WORK CONSTRUCT A NEW OFFICE BUILDING SHELL INCLUDING Rl:1AT£D ON -snr. SITEWORK. TENANT IMPROVEMENTS ARE BY SEPERATE PERMlfS. PROJECT TEAM OWNER: ARCHITECT: STRUCTURAL: CIVIL ENGINEER: LANDSCAPE: WEILAND CONSULTANT: HIGHMARK INVESTMENTS 3450 S. 344TH WAY, SUITE 115 FEDERAL WAY, WA 98001 (253) 874-3939 FAX. (253) 381-1130 CONTACT: MIKE KERBY Email: kerby@highmark-llc.com LANCE MUELLER & ASSOCIATES 130 LAKESIDE, SUITE 250 SEATTLE, WA 98122 (206) 325-2553 FAX. (206) 328-·0554 CONTACT: BOB FADDEN Email: bfadden@lmueller.com ENGINEERS NORTHWEST 6869 WOODLAWN AVE NE SEAnLE, WA 98115 (206) 525-7560 FAX. (206) 522-6698 CONTACT: Email: ESM CONSULTING ENGINEERS 33915 1ST WAY S., SUITE 200 FEDERAL WAY, WA 98003 (253) 838-6113 FAX. (253) 838-7104 CONTACT: FRED BROWN Email: fred.brown@esmcivil.com BRUMBAUGH & ASSOCIATES 335 PARK PLACE, SUITE 117 KIRKLAND, WA 98033 (206) 822-589S FAX. (206) 822-1105 CONTACT: SITVE KLEM Email: stevek@brumbough-ossoc.com TALASAEA CONSULTANTS 15020 BEAR CREEK ROAD NE WOODINVILLE, WA 98077 (425) 661-7550 FAX. (425) 861-7549 CONTACT: BILL SHEILS Email: r • '-? . "' 'o ' ro ·-·-------·--,-· .. ,-.. -·-------·------··· ·---·------,t----.---18'-o" I --. ---~-"-i i ,,, ~···· 6" _/ -F C P.C. --.... _J ONC [)(Tf<UDEO ·-" WALLS CU~B I i / DUMl'S1TR, _/'i ,v' N.I.C. I ~1t.: "' ~· ~ (:'. r -I JcYCLING : BINS ,· I I I -_J \~--4" CONC. SLAB \W/ BROOM FINISH~ L-~ ~ PLAN .··,.·. <l ·.· .... ·_ .. -~ 11~·· -=~-.!~,~~ t - -.. .... I =-"--==,==:;JI~~ = =~ 18 GA. METAL DECKING, PAINTED T.S. 2"x4"x1/8" rnAME, PAINTED CDI , --------1 _J_ .L CANE BOLT ---'1,-·-[ -] w/ KITPER [= .I J 6~ P.C. 6" P.C. CONG. WALL . 0 I AT EACH GATE FRONT CONC. 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"--~·II I """~~~~~~-+---~~~ ~~~~~---·-u1NUsc,(pf _.. _ _:-;f2/ f> PUMPER 15 CONNECTION ~ } lj 1 i }\ ' ~ /'--.._ .'-..... I [T " I 1° ,-----.. ., 1s · l i LANDSCAPE "-... , LANDSciAPE ' ·7•-/-~-}:,.., .. ·-'--·-·--1-···· ! . / ' " -. -3qo ~,F. ------~ "-"·"-~~ I.' .I I ,., •• g .'". . i=-##1 ' ·t':·.. ' ....... _\_ W·-···-+ ··--. i, 1 I :_ 2 / ) ' : : n1 I , I :_tJ ( \ .r . { : r ,•/ '' ',, I II 'Sf :;:,;::,==:cc:o:;i::5':C:::;<' I >• "-----' ;,a ' . ,· 7· ,•e <16 /. \ ,: <'o rr i " ,/ ,-·O.lf , \ ',, ,-T-T-, ·.(if ,.,,-Y // ./ ,' . c.'J_)..·' ','''' ,,')-....,'-/ // "-1---EDGE OF BUFFER @ BASE OF WALL -"' n w I '11 '' )"'-.j , I;,,'_ 58/ , 'I' f I :'·1'1 :In J i · RELOcl,m . / .•.. _.~ .. ''° ~ ..... -.-_··· .. ·.:::-' ........... t!};o/// // / / F.H. \ /~"' . . c;. . /,,....._,,. ' /' >L I -------------+ 1 s----/ ,,/" I I / LANDSCA)l[/ -\ N /-··-·~·-..... -· .. -·--· ,f\'5/,:... _ ... . . r:, 4 (,'. 20· 9 :,;.. x 1 ~R~STORED V .· _ / f ,/ \, ; BUFFER -SFE ·· .. , __ .If· . / /r:-1,0 . ·.· , / / '-!EDGE OF TALASAEA DWGS ./:' / ~~ F,·-, ' / EXISTING -'12"·· :1 1 o0 --I BUFFER '.·,. ; . v~-: j --·¥ Ill ·• , // J..,~ :: / " I /_ • . ••. ' i / I ,'I) 14·" .. · l,-l, "<I" I --,-,. 'If 1 1 : I , _..,,41 "' @ .:.. EDGE OF i!lEVELOPABLE .,.,J>,.REA CALC. ·-·· ' _...:::· j : / 4"'.c. ; ~ ~ I • i ,. , I>, : , , , I I : . l .. / / /, I Sr0RM PONR . ,. s.L'.. -"' . / / I ~ ~ ," .,,. 6 ~/-~L"--.~ -~;, se;sa v "< i + .) .. 7,"' ., .. / ·¥ / ,~ .. ,..,,_ \-"''"" *37 , / .. :.. S::tf:,~ .. -·-/ i • ..· V --;(:--'-·-"':. /'.~, ~-\11 •2 --0/0' 'r~/, .,-,' I -.... cc----_ . ' · _,", /'/ _,,J',.c_ 7-~ , , _ _! ,IE--4;:}.~-/ X "" , ,\/ "' -,,__ ----·j.-1 ;-{IT] I '/1!lG-C9F/:;:.?p,,,.,,...,.,.,:,P-. 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RET. WALL /I.LONG GUFfER LANDSCAPE MODIFICATION PLAN DRB SUBMITTAL revision 06 08 '08 OJ 25 08 02 11 08 10 18 07 date PLOT DATE: 10/18/07 N:DWGS:HIG11MARK:ARCHITECTURAL:A2_ 1.DWG XREF'S: 1-FL.DWG m fT'1 r rr, < )> ,,; ~ 0 z I ' ' I 1. ,, .· I r 1----- !_.; ' D D ! 1-=:J I _=, / 'I I I i I ' ' D[JI~' j_J4i~j 4~1 n 1-lITJD I I ;r I l 1+-11--L' ~-'---~~~· --=~i cc -., l"'I ,n 00 c,7 i:::DO (9 PRELIM. EXTERIOR ELEVATIONS • ..... "' ::r " " - LANCE MUELLER IS ASSOCIATES AACHITECTS A I A 130 LAKESIDE• SUITE 250 ° SEATTLI, WA 98122 • 206 325 2553 II . .. I I '' ; '; "' " : : ' ' ' '" I : i ' ' 'I " ii I I I D ' ' : i I I ' ,,Ice,-~ ' [l I ' : I: !I , .. , -----~" ~-, n D ' I ·~~ D I• h I D I i .. ! C I C ! C: ii ·· .. ! ii !/ I I ! I :1 j ... •·"I'----':-r'' ~----+--,.-, Ii i! I I . LJ ! 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BUFFER i 03 25 08 --LANDSCAPE MODIFICATION PLAN ' 02 11 08 EAST CAMPUS OFFICE BUILDING (/ ~ATE OF WASl-+INGTON checked DRB SUBMiTIAL 10 18 07 FEDERAL WAY, WASHINGTON 10/18/07 date no. revision date PLOT DATE 01/07/0S N:OWGS:HIGHMARK:ARCHITECTURAL:A2_ 1.DWG PRELl~L SECOND FLOOR XREF'S: 1-FL.DWG REFLECTED CEILING )> VI LANCE MUELLER & ASSOCIATES :r "' ..... ..... ..... <!) c.n -,.. ,.. • I\) A R C H I T E C T s . A I A 130 LAKESIDE • SUITE 250 • SEATTLE, WA 98122 • 206 325 2553 © 0 (/) f'T1 ~ (") 0 z m 0 ..,., ' -0 m 0 ::::0 ::::0 ~ f'T1 ~ ..,., ' f'T1 (") -i f'T1 0 (") f'T1 ' z G') -0 > :z PLAN - i __ " / " '-.-T T --,J'' Grm- 1 I - I I I ~~ I , I If I ~ C' -, ,_,, (;,:.:;',,f-~-f-+n __ _ \_____ ___ ) X C) ' ,, r_'.. 0 30'-C," 6 EO. ~ 2:/-c" -,r------------ I ! , ' _ ,_ -~ -'- I ! ' I ' I ---------- I /::l'-(/ L"-6'' ,. 4 lO ~ ill' - - - - I I Ii I -, _ -u===---~ i I ' I I ! I I I ! ' --8 - ----------- ' ! 1 ?' 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I---.>.,, {_1. i I - l i- "-] -._, '-·.:r "c,',l I Iii I : 1 .. -: -1 · I I I 11 I I I I u ~ I I I 1 I ' I I Ir -r--------, 11' _ I /'lill J1 J I ' J11 ' '<-;·-,,----0--t---c' __ _ ''Jf, --,----- \,_/ - - -----------+--------- --- 1 ,,, 'i:_ --'.---- ------------ •::.1 I :n I I I I -----4---------- ---- - - I I I I I J --------- --r-- - - - --lB-- - - - - - --(;~\r--+--+--c_, ---+------ - - -', I I ,-' --------------- I I I I I I '' I " /--. I '1 ' ( --...J}---,--·1-.j-~ :?3 __________________ _ -.... / 'I I --------, ---J 0 I 1,, -1; w_ I I ::: -. I~ 0 I 0 ----------_J'_ __ 1 f,-- - -----------------j-------------- ---1---_\0'-CI ----- J,J' -3" 28"-9" -- ------- 12 ' Cl" NEW BUILDING FOR HIGHMARK EAST CAMPUS OFFICE BUILDING FEDERAL WAY, WASHINGTON ----r----------- I I I I I I I j I "[ -~ -,----~~ _,, ~~~ I t ' I 29'-,J" 31 -o' 07-076 job no, t?J."~GISTI~~ JB -~HITECT drawn '/ -BF v~CE ?. MUELL"j l -ATE or WASHINGTON checked 10/18/07 date no. I I I --' - I + ' "' ' '" LI [c, .-~" ----~,---,--,-,( 0); 0 \, / I , l co ~ u I ,, I 0 I ·~ - -!c-i -{~: -'k , _ _/ REVISED REL WALL AT BUFFER REV. RET. WALL ALmJG BUFFER LANOSC,-'\P[ MODIFICATION PLAN DRS SUBMITTAL revision 06 03 08 03 2, 08 02 11 08 10 18/07 ' I date I I I 1 · l , 1 . , 1.1 1 r i \ I 11 I I \I I;; I I 1 /Ot I I\ / ( / I / /r ,. ( I ,/ 'ti /~ ' ! / ~ '----SEC. TION, TOV'lNSHIP, RAN6'E I ~., ----ez:v--•a, --··· ----, -"==-~--1 ~~------4]}F:::::-..::... __ ._____ --.. ~---.. --·~::,:,·~:.-' •. :~~-:=-=-----,-\ / ---._/ q,'1,' // >c=q=···\"''"'""'..,..,,, ··_·\ .. . &~~ ~ \ co~,c PAD WITH. 'ATER VAL ES ~' 'fi" I ~ I I I/ ' II \ii I i ' 1'. ' ! I ' I I : , : J \ ! _,,ll I i D ;Tif I 1 / I [ 1 I 11 / / 1 t t '1 1 1 ( ! ) I I IV .... /i .. '... ) I ,\f !'; fl I 11{1 , // r· {,r . . .. .. 7'/Jf .... / i , rs· Ii I I J I/ /;' ;, I! / 11 I / I / I g, 'tC I ,. I (/ _J ----__ ,, __ _ r-// J / I I I ' I I I I I ' I I I / I I I I / I I / 1 I ) i ' I / I / // '1' . I I I 4 j; / I I I /J / I I I I ' I I : : ; ; ; r 1-L·1 / I , I I fii I 1 1 1 ; ! 1 I I I I / ;· I < ~-,. / I I ; ,. II 0 I ,. I n .l ' I _J -. ..-t,.:']J; .,--"' i _,...r" 3:' 0 ' .,,.,,,---( / ~?~ ii'~ "-----· ~ -------.... __ ,.,, I "' " " ---------. ~ --------··-·-----·4-2 6-·----""""" .,-" -,,...__ __ -.4 2 4--.,"-··-· ;I,/ / ,, __ ---/'" ----·· -----~ ----------., \\ '-~ \ \.,,,! [\ I I 1 I I ) J I I /"-----"-......•::: .. l ~ I f1 f I I I 'I 11 I I 1 100 ' I ,oo M. LEPHONE I I A I 4/Jd I/ d/wAT~ r '-' V VAULT ( 1 ( 1 I ' \ . W i I tl"j~\-w \M IO I I I ,. _J I // ! ~ POWER •• /"'); • (') "l ,_.,_.,..,...--"-. .----""-"'"'' --... ..,._..-1~E:TLAND A I 6,,66 e, I / ;l,<:J /" \ VAULf \ . I"--0/Jl.lii . W ER / '--._ liJI • A VES POWER ,,_ ... " w-------.. -~ \ / ..... "-..-w=-«=-· --\ · .... lw 1'1t,1 ER VAULT [] ! /· ~ ~, ____ _ --·-...... --·--··-,.,/ -----_,.../ / NATIVE COTIONV'IOODS 4 SALMONBERRY . ";',. / "'· / V I v I / ' // I •/; I I I pl I !11 I/ I I/; I I I . !; II I/ I I If 1//, . I;/// I / !11 I I I I i '!1/;ll/jl/' /. l/11 11 /I$' ,II I . I I I "' " / I I , /1 I j I/;/}' ><'ef I /I/ <> If I ~I~ ,I. I / I ; /''' 1 1 :11 / / /1/1 ; // ;; I I I • ! I/; 1// ----~?!"-// ~ I i; /I I q I J;I/ I I / I '7,4---I I '/ A II I I /, .. -A?.'Y / I _,_-4'1-'fj / II;/ ! WE:TLAND C (::_ .... , 1 .. _A'"-I I I ·-·-I I I __ .. ,,I I I ~-A.\?~; J ( f I ' I"" ' Ii (U ) II I U/ .~/ I // I Y'E:TLANO C) ___ ,ii \ I \. 'W ' "'W / v ·v 'V r . __. . --. .,,,,... .,., ()/ -j ~ EYEReRE,f:'N BLACKB,ERRY v w l ! 1/ / /\\1 I / t ' / I 426j / I . I i I / /,/ ( ~~.._J I / / I 1-/'io··~· " \ --~, \ R /\~~ l>i\'f . C // I /l~ . '" \ I ,./ ~ \ NATIVE GOTTONV'IOODS, SALMONBERRY, CONIFER • SPECIES, ETC. / v ** 'W + / / l's_~ .. ·.v v v OPElt,I V'IA TER ""'I TH EMER6!:NTS AROUND ,ifRIN6E5w ·.v v '.V 'W '+' v /v I" ~~~,~ ~LEER S~b!.ti.6S ·= \ 'W • / I I ! <> TLAND -Ill! 0,-J ""v;..'/ I /,. / n;' / / /;. __ _ \ IE i2" " " ---,E~-5£=4 \ EXISTING DETENTION_~OND ·----------~ ITIGATI PERFOR SEPARA' (2002) J" I ;' / .;:' I , )' "' rl ....-------=---~ _--~----=-. -~:---.--/--_·-__ -------~"'' ,#~5537. I ' \f f /'' /!: "" / --:::--__ .. -:.:*::::.-. -~-... -·-· -... r·---· --=--~ ... ", / / / -----=--_=t.. --' --=---=~~' ~0 " IIA=413.67 IE\ 1r: NE=405.73 IE \1 i SW=405.73 II I CURRE:NT E:X1STIN6 CONDITIONS ~E:TLAND A 6Uf=FE:R FLAN LE:6E:ND GRAPHIC. SC.ALE NORTH (IN FEET) (D I $ t I 0 10 20 40 SCALE,1,20 PROPERTY LINE _ --IQQ ____ EXISTINS CONTOUR - • - • - • -EX IS TINS WETLAND BOUNDARY -----AVERASED WETLAND BUFFER (2002) --SILT FENCE/CLEARINS LIMITS (2002) IT ALIVE PLANTS INSTALLED IN 2002 ·"-/ ·,v -.J. v I v "* 'W ' /!;; • 'W -.J, 'W V .! /1/ 1/ -.J, '.V 'W ' ! ! I I v // .. w v '*·' II J I V 'W ,v v I '-:v w + -.J, 'W FEfi · ·</ 'W v + / V I --~ + w 'V ... . .-J + + ./. -/ v 'W / / ( --...y "' / 'V ,j,, &HeeT INDE:X $HEET NUMBER !All .a V'II. I SHEET TITLE CURRENT EX1STIN6' CONDITIONS V'lETLAND A BUFFER PLANT I Ne PLAN, PLANT SCHEDULE, DETAILS, , SPEC.IFIC.ATIONS DEAD OR MISSINS PLANTS INSTALLED IN 2002 ~~ * ,., . * EXISTINS SNASS IN WETLAND A BUFFER VICINl1Y MAF NTS SOURCE, THE THOMAS 6UIDE 2005; KINS COUNTY CONTACTS APPLICANT NAME ADDRESS, PHONE, CONTACT, ARCHITECT NAME, ADDRESS, PHONE, CONTACT, ENSINEER NAME, ADDRESS, PHONE, CONTACT, HISHMARK INVESTMENTS 5450 S, 544TH WAY STE 115 FEDERAL WAY, WA '18001 (255) 814-3'13'1 MIKE KERBY LANCE MUELLER 4 ASSOCIATES 130 LAKESIDE STE 250 SEATTLE, WA '18122 (206) 325-2553 BOB FADDEN ESM CONSUL TINS ENSINEERS 33'115 1ST WAYS. STE. Ill FEDERAL WAY, WA '18003 (253) 838-6113 FRED BROWN ENVIRONMENTAL CONSULT ANT NAME, TALASAEA CONSULTANTS, INC. ADDRESS, PHONE CONTACT, 15020 BEAR CREEK RD. NE WOODINVILLE, WA '18011 (425) 861-1550 ANN OLSEN NOTES GD NOT FOR C.ONSTRUC.TION THESE PLANS HAVE BEEN SUBMITTED TO THE APPROPRIATE ASENCIES FOR REVIEW AND APPROVAL. UNTIL APPROVED, THESE PLANS ARE, L SITE PLAN AND SURVEY PROVIDED BY ESM CONSUL TINS ENSINEERS, 33'115 1ST WAY S. STE. Ill FEDERAL WAY, WA '18003, (253) 838-6113. SUBJECT TO REVISION 2. SOURCE DRAWINS WAS MODIFIED BY T ALASAEA CONSULT ANTS FOR VISUAL ENHANCEMENT. Sll'£ Pl.AH APPROVAL Pennie Number: ti-~"" t Approved By:£); i :;; LO s)'!. '.! @ Date: &, 3 ?# /l? --t-'~ _ Comments: ______ .... r ?-. ~ Q) .., ., ,:) " .I 0 -~ " -~ I> Q) p:; • bl) ...-,I u .s ~ "4 z i:: g ~1--4;] -~ " " 0 ... i,.i.,t ~ "<' < rJ1 -~f i::_. al '0 r +J ~"' w ; ~ I! <""'i::~ E-to~1 ... '0 ~ '> ~~ ~ ~ i:: ~~ rJ1 i;.i 1-< z <Id:~ 0 : ; Q,) c:l ~ c:::...... u ~ : r ~: 0 2 ~ r IL ~ <( i .=! ~ Z\O <(Z _j (.) IL1-1-0 zz UJ (.) 00 0 Q) -p:; ~ \) < UJ \I) ~ \) z ' z->-<I-1 :r \0 zXy_ UJWlt_j 1t!z<< ruw~lt IL~:rUJ IL~\t)Q :::) ::) -UJ Ill \) :r IL I I I I I Date 2-ll2-Ql2 Scale 85 l,IQTEl2 Designed 6Q Drawn AO Checked 6Q Approved El=, Project # 3Q3G Sheet # v-..11.0 '1,,. ~ ~ g ~ rjU ~~ C •/ ~ ' " ' ' ' "-_, ,,., 'u a C 0 0 u ;3 '< • e ,,.. ~ gi ~ (,;: •d, ,c " "/ ~~ ~ ~ ~1 o C u,., @N I lj ----fl.--_..---A-r~E:TL.AND A S,16S er CJ/ 'l, / ~ ----·-~ r-r, -\_ 1,?5----. ~ 4,?._l ---\ L_ --~ --------~ --------•20 "--, '------~ -·-------~ -......,__ --~ ---. . ...__ /J I I I -------"---6,£..KEHAVEN S~R /,----~ StA!J..ED"-200~ ----·---'"' !"H,>:'~ ,_ < ~ / 0 ~----, ~/ ~, / ~~~ "y" ----)! \fl / I ""T"o;~~~& ........ -~. &/ . ':> VAULT "" ·---·,--····· .... W·=---= I.,~ 4\ I ,/ ---1 -·-·-,\\A I / . / + I . ' " I " • -r-.:r:: t_ ____ ~~ I ,-.. -.. -, I I I I 0 "' '-), w -·y •._v I \ + w -'>'. -..v· ~18111;;~ / / I /. w '-), ·v /-..v w "' 'V Iii !Ill" !!I $If 7\ i1'?7i • ~ , ( 'V /"'" ~7 'V w '-)..· -111:; ·---I, •• ,-;J /~/ + w !/./," \ V IZ" ..... '-)..· ~ "\ ,);; + ~~ fr ( + 'V + w --',1. i_; •. _ .. ·, /_/,,,.' ;t'',.5 ,? .. -?( T' ,0 l·· __ i, -"' I ... !"' .;' l ._ ..•.. y,·, .... _ -~--._:---I " EXISTING DETENTION POND TLAND BUfFE ---------------·--_-r -··-··· --------------·--=r· ------------~ "·"' A 11 5637. IM~4.13.1'!7 I ITIGATIO PERFORM SEPARA"t' <2002) / FL.ANTINcS FL.AN GRAPHIC. SC.ALE GDNORTH ( IN FEET) I $ t I 0 10 20 40 SGALE,l,20 FL.AN L.E:cSe.N_r:2 --PROPERTY LINE ___ IQQ __ EXISTING CONTOUR - • - • -• -EXISTING V'IETLAND BOUNDARY -AVERAGED V'IETLAND BUFFER (2002) - --- -25-FOOT MINIMUM BUFFER FOR V'IETLAND A --<>--<>--·-SILT FENCE/CLEARING LIMITS (2002) ALIVE PLANTS INSTALLED IN 2002 * * EXISTING SNAGS IN V'IETLAND A BUFFER FL.ANT SCHE:DUL.E: TREES ~-SCIENTIFIC NAME COMMON NAME V'ILSTATUS SPACING QTY. SIZE (MIN) NOTES " /' I I " + i GORNUS NUTT ALLII PACIFIC DOGV'IOOD NL AS SHOV'IN 5 4' HT. SINGLE TRUNK, V'IELL BRANCHED PSEUDOTSUGA MENZIESII DOUGLAS FIR FAGU AS SHOV'IN THUJA PLIGATA HESTERN RED CEDAR FAG AS SHOV'IN SMALL TREES 4 SHRUBS SYMBOL SCIENTIFIC NAME COMMON NAME V'ILSTATUS SPACING ' -AGER GIRGINATUM VINE MAPLE FAGU-AS SHOV'IN ' ' 0 ---HOLODISGUS DISCOLOR OCEAN SPRAY NL 5' O.G. @--RIBES SANGUINEUM RED CURRANT NL 5' O.G. MASSING SHRUBS SYMBOL SCIENTIFIC NAME COMMON NAME V'ILSTATUS SPACING 0 GORNUS SERIGEA RED-OSIER DOGV'IOOD FACIAi 3'0.G. @------MAHON IA AQUIFOLIUM TALL OREGONGRAPE NL 3'0.G. EB - -------ROSA NUTKANA NOOTKA ROSE FAG 3' O.G. (D---SYMPHORIGARPOS ALBUS COMMON SNOV'IBERRY FAGU 3'0.G. cSE:NE:RAL. FL.ANTINcS INSTAL.L.ATION NOTE:S I. PLANT TREE 4/0R SHRUB 1/2" HIGHER THAN DEPTH GROV'IN AT NURSERY. 2. FOR CONTAINER TREES 4/0R SHRUBS, SC.ORE FOUR SIDES OF ROOTBALL PRIOR TO PLANTING. BUTTERFLY ROOTBALL IF ROOT CIRCLING IS EVIDENT. 3. AFTER PLANTING, STAKE TREES ONLY IF NECESSARY (LEANING OR DROOPING) OR IN EXPOSED AREAS. 4. TREE STAKES TO BE VERTICAL, PARALLEL, EVEN-TOPPED, UNSGARRED AND DRIVEN INTO UNDISTURBED SUBGRADE. REMOVE AFTER ONE YEAR. 5. V'IATER IMMEDIATELY AND THOROUGHLY, HEAVIER AT FIRST, 2 OR 3 TIMES PER V'IEEK THROUGH THE DRY SEASON, THEN LESS UNTIL ESTABLISHED. b. FERTILIZE ALL TREES AND SHRUBS V'IITH AN APPROVED SLOV'I RELEASE FERTILIZER APPLIED AT MANUFACTURER'S SUGGESTED RATES. 1. ALL PLANTING PITS SHALL BE AMENDED V'IITH A SOIL MOISTURE RETENTION AGENT TO ASS/ST IN KEEPING THE SOIL MOIST DURING THE D,'<Y SE,ASON. 1 4-5' HT. FULL 4 BUSHY lb 4-5' HT. FULL 4 BUSHY QTY. SIZE (MIN) NOTES 3 4' HT. MUL Tl-STEM (3 MIN) 13 24" HT. MUL Tl-GANE (3 MIN.) 'I 24" HT. MUL Tl-GANE (3 MIN) QTY. SIZE (MIN) NOTES 20 18" HT. MUL Tl-GANE (3 MIN) 20 I GAL. FULL 4 BUSHY 45 18" HT. MUL Tl-GANE (3 MIN) II 18" HT. MUL Tl-GANE (3 MIN.) I SECTION, TO!AlNSHIP, RANGE CONIFER DECIDUOUS 2"x2' HEMLOC.K/FIR STAKES, LOC.ATED OUTSIDE OF ROOTBALL. FASTEN "'/C.HAINLOC.K TIES. STAKE HITH NO EXPOSED HIRE ENDS. NEITHER STAKE OR HIRE MAY TOVC.H TREE TRUNK. STAKE HEIGHT MUST BE AT LEAST 5' FROM FINISHED 6RADE. SET TREE STRAIGHT AND PLAC.E ROOTBALL ON SOLID <SROUND OR ON C.OMPAC.TED BAC.KFILL. 5ET TREE STRAIGHT AND PLAC.E ROOTBALL ON SOLID <5ROUND OR ON C.OMPAC.TED BAc.KFILL. PLAc.E :l" OF BARK MULc.H IN SAUGER TO HITHIN :l' OF THE TRUNK. REMOVE C.ONTAINER OR C.OMPLETEL Y REMOVE BURLAP AND ALL THINE FROM ROOTBALL PRIOR TO PLAC.EMENT IN PLANTIN6 PIT. BAC.KFILL PLANTIN6 HOLE 1/2 FULL HITH NATIVE SOIL, TAMP SOIL TO STABILIZE ROOTBALL. C.UT ANA Y HIRE, STRIN6, AND BURLAP. BAc.KFILL REMAININ6 PLANTIN6 HOLE PER 5PEC.IFIC.ATIONS. AMEND BAC.KFILL AS NOTED IN THE INSTALLATION NOTES. BAC.KFILL PLANTIN6 HOLE 1/2 FULL HITH NATIVE SOIL, TAMP SOIL TO STABILIZE ROOTBALL. C.UT ANA'!" HIRE, STRIN6, AND BURLAP. BAc.KFILL REMAININ6 PLANTIN6 HOLE PER 5PEC.IFIC.A TIONS. AMEND BAC.KFILL AS NOTED IN THE INSTALLATION NOTES. FORM TEMPORARY 5" HT. NATER DAM AROUND TREE HITH SOIL TO HOLD HATER. REMOVE HITH FINE <SRADE (TYP.J SC.ARIFY SIDES OF PLANTIN6 ! 11~-~ HOLE. MAKE SURE HOLE HAS <500D DRAINA<9E. EXISTIN6 NATIVE SOIL OR NEHL Y PLAc.ED TOPSOIL. ROOT BALL DIAMETER CD~~ ?,~rT~e FL.ANTINcS (T"fF.) c1 <;· SET SHRUB STRAl6HT AND PLAC.E ROOTBALL ON SOLID 6ROUND OR ON C.OMPAC.TED BAC.KFILL. BAC.KFILL PLANTIN6 HOLE 1/2 FULL HITH NATIVE SOIL, TAMP SOIL TO STABILIZE ROOTBALL. DO NOT DISlllRB ROOTBALL. BAC.KFILL REMAININ6 PLANTIN6 HOLE PER 5PEC.IFIC.ATIONS. AMEND BAc.KFILL AS NOTED IN THE INSTALLATION NOTES. ==--.--FINAL <SRADE. T·'ff[ SC.ARIF'!" SIDES OF PLANTIN6 HOLE. MAKE SURE HOLE HAS <500D DRAINA<9E. EXISTIN6 NATIVE SOIL. 0coNTAINf:R SHRUB FL.ANTINcS (T"fF.) s CLE:AR1Nc5. c51'.U661Nc5, $ FLANTINc5 SFE:ClrlCATIONS PART I --61:NERAL SITE CONDITIONS Contractor shall give Talasaea Consultants a minimum of ten (10) days notice prior to Intention lo proceed >-llth construction. Locations of existing utilities have been established by field surve4 or obtained from available rec.ords and should be consk'lered approximate only and not necessarily complete. It is the sole responsibility of the Contractor to, (I) lndependentl4 verlf4 the accuracy of utrllty locations and (2) discover and avoid' any utilities >-llthin the enhancement area not shoHn >-lhich may re affected by Implementation of this plan. Such areas are to be clearly marked In the field. A copy of the approved plans must be on site >-lhenever Gonstructlon Is In progress and shall remain on site until pro Ject completion. A qualified >-letland conS1Jltait &ha.II be on site, as nec.essary, to monitor construction and approve minor revisions to the plan. PART 2, GLEARIN6 AND 6RUBBIN6 Contractor shall remove silt fenc.e previously Installed In 2002 and clear and grub Hlmlayan blackberry from the buffer enhancement areas depicted on Sheet 1"11.0. Talasaea shall flag llllllts of c.lealng. Contractor shall remove Invasive spe1;1es by hand, >-llth minimal disturbance to the existing vegetation. All grubl?ed invasive species shal I be exported from the pro Ject ,;1te. T alasaea Consultants to designate any additional plant species to be removed/treated prior to construction. PART 3 --PLANTING SPECIFICATIONS TIMING LIMITATIONS All plant Installation should occ.ur during the fall/winter months, beti,,ieen OGtober 15th and April 15th. GENERAL CONDITIONS Landscape Gontra,:;tor shall verify that plant Installation conditions are suitable within the buffer enhanGement areas. Any unsqtlsfa,:;tory conditions shal I be corrected prior to i;,tart of work. v-11en conditions detrimental to plant growth are en,:;ountered, suGh as rubble fill, adverse drainage Gonditlons, significant vegetation, or obstructions, Landscape Contractor shall notify Talasaea Consultants prior to planting. Beginning of work constitutes a,:;ceptance of C:onditlons as satisfactory. Plants installed in undisturbed areas shall be integrated ..,;th existing native vegetac11Grr, Cll'ld p:'anted In a random, naturalistic pattern. CONTRACTOR TO VERIFY PLANT SCHEDULE V'IITH PLAN Contractor Is responsible to verify plant locations and quantities of plants on the Plant Schedule with those represented on the plan. Actual plant quantities shoi,,in on plans are to prevail over quantities shown on the Plant Schedule In the event of a dis,:;repancy. LOGATE/STAKENERIFY PLANTING AREAS Landscape Contractor shall field locate and verify planting areas and configurations prior to planting. Talasaea Consultants shall revleH and approve locations prior to planting. PART 4 -PLANT MATERIAL STANDARDS PLANT MATERIALS Talasaea shall examine plant material prior to planting. Any material not meeting the required specifications shall be Immediately removed from the site and replaced with like material that meets the required standards. Plant material shall meet the requirements of State and Federal laHs Hith respec.t to plant disease and infestations. lnspec.tlon certificates, required by laH, shall accompany each and every shipment and shall be submitted to Talasaea upon Landscope Contractor's rec.elpt of plant material. Plant materials shall be locally grown (western V'IA, western OR, or western BG), healthy, bushy, In vigorous growing condition, and be guaranteed true to size, name, and variety. If repla,:;ement of plant material Is necessary due to construction damage or plant follure Hithln one yeor of Jnstallotlon, the sizes, species, and quantities shall be equal to specified plants, as Indicated on the plans. Plants shall be nursery groHn, well-rooted, of normal groHth and habit, and free from disease or lnfestotlon. Talasaeo Consultants reserves the right to require repla,:;ement or substitution of any planfs deemed unsuitable. PART 5 -PLANT INSTALLATION SOIL PREPARATION/AMENDMENTS Prior to installation of plantings, all Gonstructlon debris and any other non-native material shall be removed from the enhanc.ement areas~ T~ee:.s, arid shrubs shall be pit planted as shown In details on Sheet V'II.I. :l TIMES ROOT BALL DIAMETER BAC.KFILL PLANTIN6 HOLE 1/2 FULL HITH NATIVE SOIL, Ll6HTL Y C.OMPAC.T SOIL AROUND ROOTS AND ALLON NATER TO SETILE. DO NOT LEAVE AIR POC.KETS. BAC.KFILL REMAININ6 PLANTIN6 HOLE PER SPEC.IFIC.ATIONS. AMEND BAC.KFILL AS NOTED IN THE INSTALLATION NOTES. FINAL 6RADE. SC.ARIFY SIDES OF PLANTIN6 HOLE. MAKE SURE HOLE HAS <500D DRAINA<9E. ....._ • FOR BARE ROOT PLANTIN6 ON SLOPES, INSTALL BARE:--ROOT SHFc.U6 FL.ANTINcS TY'F. SCALE, NTS SollMolst, or equivalent (polymer), shall be added to the topsoil bac.kfill of all planting pits. The So11Molst shall be hydrated before being added to topsoil backfill. Manufacturers recommended application rates and usage shall be folloHed. Planting pits shal I be backfilled with a 50/50 mixture of Imported, weed-free topsoil and the native soil from the planting pit. FERTILIZER V'loody plantings shall be Fertilized with a slow-release (8-month), high-nitrogen, low phosphorus granular fertilizer (21-3-1), with application rates as specified by manufacturer. Fertilizer shall be applied after planting pit Is backfilled, and prior to applic.atlon of mulc.h. Fertilizer shall not be applied bet>-leen November and March. MULCH A 3" layer of mulch shall be placed around the base of each new tree (3b" dla. ring) and shrub planting (24" dia. ring) for erosion, Heed control, and moisture retention. STAKING Trees shall be staked with at least one stake and attached at a height of approximately 3/4 the height of the tree (see Sheet V'13.0). Landscape Contractor shall remove stakes at the end of the one-year guarantee period, unless otherwise directed by Talasaea Consultants. PART b -PLANT V'IARRANTY Landscape Gontrac tor's Harranty shall Include replacement of plants (same size and species shown on the drawings) that prove either to be mislocated or unsuitable as to plant material standards. Except for loss due to excessively severe Gllmatologlcal conditions (substantiated by 10-year recorded weather charts), Installed plant materials are required to be guaranteed for one year against defe,:;ts and unsatisfactory gro>-lth, except for cases of neglect by Owner or abuse/damage by others. Plants replaced shall be relnltlated under plant guarantee conditions. Any changes or modifications to this plan must receive prior Clpproval From Talasaea Consultants. PART J -FINAL ACCEPTANCE Upon completion of planting, the Landscape Contractor shall notify Talasaea Consultants for final revieH. If items are to be corrected, a punch 11st shall be prepared by Talasaea Consultants and submitted to the Landscape Contractor for completion. After punch list Items have been c.ompleted, Talasaea Consultants shall revleH the pro Jed for final acceptance of plan Implementation. NOTE:S NOT FOR CONSTRUCTION THESE PLANS HA VE BEEN SUBMITTED TO THE APPROPRIATE AGENCIES FOR REVIEV'I AND APPROVAL. UNTIL APPROVED, THESE PLANS ARE. SUBJECT TO REVISION I. SURVEY PROVIDED BY ESM CONSUL TING ENGINEERS, 33'115 1ST V'IAY S. STE. Ill FEDERAL V'IAY, V'IA '18003, (253) 838-6113. 2. SITE PLAN PROVIDED BY LANGE MUELLER 4 ASSOCIATES, 130 LAKESIDE, SUITE 250, SEATTLE, V'IA '18122. 3. SOURCE DRAV'IING V'IAS MODIFIED BY T ALASAEA CONSULT ANTS FOR VISUAL ENHANCEMENT. 4. THIS PLAN IS IS AN ATTACHMENT TO THE V'IETLAND BUFFER ENHANCEMENT PLAN PREPARED BY T ALASAE6_G;Qt<s.1.!l. lA..W-.~ . ING. IN JUNE 2008. SITE"""".rvrm.JVAL Pennit Nlabu,.J.A Approved~: £ CClmnlf/iits: _________ _ r >. Ill ll) ..., '" ~ ., s:l 0 -~ ., ·i;: 11) ii:; . ~ .A'! u .s f: ~ z i:ig ~ ~ =: al " .... ~ ~ ~ ]* < rn .... iz i::_. al . • O C""""' ~ ~c:: rr-. z = Ii Vl OJ""'"" < s r; <i::....i=,• L' 0.' • 0 M ~ or. ~ .... .ell{) . , "' :,. ,, t,-1 .,_, A]~ < rn ~ :;;, z <Id :r 0 ~ ~ Cl) C :E w u ~ ! r =': 0 ~ 00 ,o ~ 0 !t \.) IL \.) w II) ~ IL \D '°:z .,._ '°n :z_J_J <( -::::) _j~lll O...ww 1-ll\) :Z -IL W~IL I :::) 0 w@\Jl \) :::t. ::::) :z \.) 0... <('°I !1--<( W~\)<( It _JI-'I: WIL\Jl ~ IL -<(}-IL2w<( ::::) <( -'I: Ill£¥ Q©lt_J :Zz<(<C <C1--1::lt -JzrW 1-<('°Q l!J_j_w ~o...rlL I I I I I Date 12-2-08 Scale AS ;it:!Q!::,IN Designed AO Drawn AO Checked AO Approved El5 Project # 2Q2i::; Sheet # Y'!I .I Iii... i ~ ! ~ ' uU -~ :'.-10 . :;;, ~ . I § .-]C ,~ ' 0 (.) ;3 .< .~ ,.,. • 0 1~ ~' 0 ,g ~.; .,~ [~ 3§ @~ / " / I ; "/ I I <ll ,,./' /' ::__-A A V ·--.· < ',i·-' I i-I I~-----------i-----11 -------;----------------I ·. I q-"· ~--------.'\---~~---., I 1·· I . .• . ·"'"-"1 C. • ' •• ~"' I I I I I f ... ;.::.:.·:_-"~-... '. .. \' --. .•. r -\ . ' {I I~-~--,~---;,---, ---7,--A ,,-----I \ \ • J I SIGNIFICANT EVERGREEN TREE TO REMAIN I I 'I ,; I ir-'----1 I I I 1 1ic -r' I ' f:. ';1 • I I 1 I .I ,, ', ,' " I I I I ---'.---,-;-II I I I I I I A I \ "--,,-__,, -------0 \ SIGNIFICANT DECIDUOUS TREE TO REMAIN ' , / • It---/ +-[ __L __ .· . -~~ CJ 1 • • • I . i 1Ja . . . . I ! ;' I i .' I •111-----,:_.·4·.·····.··.·· ~IA I I ,/1," ,,,,,,, At'.i + ','d" --========-===--==BIi-+-~~ I __ _,_.,..,I:: J "--__,, (f'.~'.' .. /" {:>:,->:::'.<: ',\ \·'.·. ;-/>>_ .. ·1 //:-:.--_/;~:-/! SIGNIFICANT EVERGREEN TREE TO BE REMOVED ~>V «----(<<?\ >?<>::8:>···_-:::'.:. \ ;/>;.c:: I SIGNIFICANT DECIDUOUS TREE TO BE REMOVED <;;~p-/ TREE CALCULATIONS FOR WESTPARK .. BUILDING .. _ --··--TOTAL SIGNIFICANT TREES: SIGNIFICANT TREES TO BE REMOVED: SIGNIFICANT TREES TO BE REMAIN: REPLACEMENT TREES REQUIRED: 30 QTY. 0 QTY. 30 QTY. ( 100%) 0 QTY. I, :1 I I I [F'---1 I ' I :1~-1 I 1:·.· _,:'··.1.1······· 11,·· '. ~.~~~0 ~ I I I I i J I I I I I ' : 11-c'--f----l I I ,,11-----1 I I A"'i I ,. I Jb ===:J lb c:=::i Jb g, c:=::i v c=J i:::::::=i r----c,J j Cl> = {,. ,.-L 1 ---_ I ___ =:] l L. I I OD "'==== · . .. ·· '--" I ·t I "r,I( I ------·1'"'= r __ J_ : cv· . : 1. •c ···· --: •:,-,,. n Qqfl : .. , •, -:rrcr,-,, : 1~-~~ .L::~it_,u , " '" ,. : ct_E~1 E.:1":" -1 1~ 1 -------------------"" ' " '" '~ ' . ' ., •, .... a... JI' • -~~ • 1 C = I --'---I: I I I +---11 f.,c I s'.' TWO-STORY OFFICE .. 1 ST FIN. FLR. ELEV: 429.5' •. ;,.,_ TREE PROTECTION NOTES p: 1d I ' I I I I I I I (6) THE FOLLOWING MANAGEMENT PRACTICES SHALL BE OBSERVED ON SITES CONTAINING SIGNIFICANT TREES, TO PROVIDE THF BE:ST PROTECTION FOR SIGNIFICANT TREES: A NO CLEARING SHALL BE ALLOWED ON A PROPOSED OEVELOPMENT SITE UNTIL THE TREE RETENTION AND lANDSCAPE PLANS HAVE BEEN APPROVED BY THE CITY OF FEDERAL WAY: B. A NO DISTURBANCE AREA, WHICH SHALL BE DEFINED TO BE TO THE DRIP LINE OF THE SIGNIFlCANT TREE, SHALL BE IDENTIFIED DURING THE CONSTRUCl'ION STAGE WITH EITHER; 1. A TEMPORARY FIVE-FOOT CHAIN LINK FENCE. 2. A LINE OF FNE-FOOT HIGH, ORANGE-COLORED TWO-BY-FOUR INCH STAKES PLACED NO MORE THAN TEN FEET APART CONNECTED BY HIGHLY VISIBLE SURVEYOR'S RIBBON: C. NO IMPERVIOUS SURFACES, FILL, EXCAVATION, OR STORAGE OF CONSTRUCTION MATERIALS SHALL BE 0. ifE~~!fT/rnA!Jli'f>i!ltl/etif/\~NlJSJl1~B+~E!E ~~ BE RAISED BY MORE THAN ONE FOOT, A ROCK WELL SHALL BE CONSTRUCTED. THE INSIDE DIAMETER OF THE ROCK WELL SHALL BE EQUAL TO THE DIAMETER OF THE TREE TRUNK PLUS 10 FEET. PROPER DRAINAGE, ANO IRRIGATION IF NECESSARY, SHALL BE PROVIDED !N ALL ROCK WELLS; E. THE GRADE LEVEL SHALL NOT BE LOWERED WITHIN THE LARGER OF THE TWO AREAS DEFINED AS FOLLOWS: 1. THE DRIP LINE OF THE TREE(S): OR 2. AN AREA AROUND THE TREE EQUAL TO ONE FOOT IN DIAMETER OF EACH INCH OF TREE TRUNK W,METER MEASURED FOUR FEET ABOVE THE GROUND; F. ALTERNATIVE PROTECTION METHODS MAY BE USED IF ACCEPTED BY THE DIRECTOR OF COMMUNITY DEVELOPMENT DEPARTMENT TO PROVIDE EQUAL OR G~Ei'<l"ER nEE PROTECTlON; G. ENCROACHMENT INTO THE NO DISTURBANCE AREA MAY BE ALLOWED WHERE THE DIRECTOR DETERMINES ENCROACHMENT WOULD NOT BE DETRIMENTAL TO THE HEALTH OF THE TREE (ORD. NO. 93-170, § 4, 4-20-93) II I ' l " I I I --.. ·--.--I 11---1 I I , 11---i, I ' I ~ I I' : I: ---+--.jl: I I I ! • I 1-" I' .. . : I I I' .. / I ·.·.1'· ' .. : '''~--:' ' · .• · ..... '1 ·.·' ' .. · i • • // . ,[.: ,. -~I I j f:. I ,1, I ""'· '· ,( .: ':~ -i~ I I 1lf-----I '='==""~ · .. ·. ~ ,I!~ ('~ ['' I I : 1---,--"--l I VI----y-···---. -.../ :. ' ·"" :.// ,,,, : ' . ... / . / .... ;'... . . ... ' ,,;, / .. .. . . .. .. . " I \ c"'I -.. '---"--··-.····-,'-I "c , . r _ .. ·· -.. ·... --·suht0/IRT -/ j ,--·---·"J' ' ' . ,' I "f ' ~ o Ill ' ' "' --' " •--I OI ----· • ,u '\-~-,< : EN~ ~ "'O' ,,_,, ' 1>· --_/ //. JL~ -1·. ..·· .. J;_,, r· __ .. ,-.-. i '.,. '-.(. ' '' I ' .--.--lllf· .'. / . "%( SIGNIFIGANT z r ~ ' "' CD TREE PROTECTION FENCE DETAIL NTS EXISTING TREE CONTINUOUS Cf.lAINLINK FENCING POST • MAX. lel' O.C. INSTALL AS SHOIUN ON PLANS '/1· 1 .·.····~. i..--1--L-1 ··· I .. I i __ / I . ,.. I .:@i-/'··"·;".-1 -r .. ,,,,.. C /"-......... ,' ' /,,,.,.. . ',, . ., " " ·: .. -"·--'" ~--'c·····v:· /----...... ( \ I • \ \ ) \ J , __ / 16" FIR ~--EXISTING .· VEGETATION TO REMAIN • I I ·, -=,~==4·1 t' I . I ; I '; I ,! C/ .) I )J ,,~+~•, ;~· >SR lff (\ \:_-a. ;1 ) : /j( ~1'< 'i -~ I [®c: ,' / ' -I ) c3'))D -~-----)1.-)1, /22" DEC . . . "' / .( .· -22" DE I @I @I '; ,,-, CCNERfll B~lfAK if10REA / ( \ 'y \_~_) 1 -7" DEC . . ( . . ) . /--'-. /--' · I \I I ~~ '*'-/ 0 ;><:! '-2ff' DEC'. / /\ -. " 2.4'; DEd \'--~// o\ 20,...,.m:c \ \ I / ,-'-. \ -..__J .· .. •// ... \ '--/ . .· .··)./ \ --( \ //.-9-'-. / /~-'+2" DE ,.,/-C V /-"A7"'-. \ ·· / },. / I '-_1-/ I \ \ .· )f~~i;t (° ;\ f ) f/ ~:;,./ '-.. I / / / .. """ "' -f-~ / I '\'--,\"22'' DEC .! / 0 \ \28" DEC \ \ _._.-_:: I I \., 1-\ "\ _.!_ '!-.-~/ /X '---28" DEC I ;;-1 \ \ \ I I • \ v~-"' \ I I 20" FIR / "-~'< / --( \ '--/ /. " --24" FIR I \. o r_.. / \ -"\ /2s" DEC \. •/ I / @I @I . 1®c .. ·.· · ....• -.. -.·./,/ / • ,J _: / ,' • • I , •, ~/:/:::· "_//' ~· \ --X /lo, I '-/ 12" ~tR /'-' {y-..... \ ' -__... /--, ( .-11 \ O \X /20" DEC ( \ \ V ',-.Q__-,,,V ( • ) , __ ,,\ '--}12" DEC \ , I '----/ "r-,,12" FIR 14" DEC 24" DEC __ _. __ Iv . ;-<;-..... \ / ,--~ "'-I O ( \o /) 14" DEC \ \ . \,l-(/J \ \ __ I \ o ) '-..../ ...... / ,---\ I O I ,, __ /; 1 O" DEC\ ~6 .. DEC ---"----------0 8' 16' ru I SCALE: 1/16" = 1' -O" 32' I '-"\ 12" FIR \ I / \ \20" DEC I -/ [/ 64' EB I Pennit=-~Aff<>~ 4,1 ~By:. ·=1/~o/n-Brumbaugh & Associates Comments: ---------Lan dscap e,1\rcritectJre 600 North 85th Street , Suite 102 Seattle, WA 98103-3826 Telephone 206 782 3650 Facsimile 206 782 3675 ro ro " 00 ~~ "'o N -o~ ~I~ 0 "'..,. lJ 5 ~ 0.. zZ " CD oO co C "' Ci' u, GS 52 :;i a ,_ z"' "'> ~ Q"' OQ > 0 "' "'w " 0.. Ci-w :1, L "'~ ~G "' z ~~ "' w ~u, "'cl ::, w z "' coo :3 0.. a C "O c-a • 0 "' C C .:, I ~ u "' n • I .0 ;:;; e • I -l:; a "' .c o C --lJ V, u , .. lJ ;nl1 ~ "' (~ """" i@ /, ~ Z\ C'.) z Oz .....J 0 ::, I-OJ C'.) z w-uI a::: ~ -l/') 0 LL <J: LL 0:::: t:5 ?; ~ <( ti)~ ::, <i: 0 2 .....J CL ;?; ::;;; :::i I <i: .....J u <i: co c...? a::: I-w ?; -l/') 0 w I <i: w z WLL ----·-------------"' Lf) Lf) N Lf) N "' "' 0 N Ill <( . w I--N ~~ N <( -IX) 0 CJ) Ill < Ill ~ ,( (D . .., ~ w I-..J f--tl f--< a: w w w 1/l .J .J I-• w w :::, -Cl ::i; :I 1/l w w ,:: " "· ·F.'-C-"','' PLANT SCHEDULE SYMBOL BOTANICAL NAME / COMMON NAME (ol EXISTING EVERGREEN TREE TO REMAIN -.__,;--\ ( 0 ) EXISTING DECIDUOUS TREE TD REMAIN , __ ., 0 EVERGREEN TREES CALOCEDRUS DECURRENS / INCENSE CEDAR ot THUJA PL/CATA 'EXCELSA. / EXCELSA WESTERN RED CEDAR CHAMAECYPARIS 0. 'GRAC/LIS' / HINOKI CYPRESS PSEUDOTSUGA MENZIES// / DOUGLAS FIR DECIDUOUS TREES TILIA CDRDATA 'GREENSPIRE' / GREENSPIRE LINDEN ACER RUBRUM 'AUTUMN BLAZE' / RED MAPLE I FRAXINUS 'SUMMIT' / SUMMIT ASH I ACER RU BRUM 'ARMSTRONG' /RED MAPLE 0 I ACER CIRCINATUM I VINE MAPLE 0 I CERCIDIPHYLUM JAPONICA / KATSURA CJ El lill "',P' I EVERGREEN FOUNDATION SHRUBS *PRUNUS L. 'OTTO LUYKEN' / OTTO LUYKEN LAUREL TAXUS B. 'REPANDENS' / SPREADING YEW VIBURNUM DAVID/I / DAVID'S VIBURNUM LEUCOTHOE FONTANESIANA / DROOPING LEUCOTHOE *PINUS MUGO 'MUGO' / MUGO PINE */LEX CRENATA 'CONVEXA' / JAPANESE HOLLY *CISTUS LADANIFER / CRIMSON SPOT ROCK ROSE '™' I EVERGREEN SCREENING SHRUBS THUJA 0. 'EMERALD GREEN' / PYRAMIDAUS VIB!RNUM TINUS 'SPRING BOUQUET' / SPRING BOUQUET VIBURNUM PRUNUS L. 'SCHIPKA' / SCHIPKA LAUREL TAXUS M. 'HICKS!!' / HICKS YEW *ARBUTUS UNEDO 'COMPACTA' / STRAWBERRY TREE ~ I DECIDUOUS ACCENT SHRUBS ~ , . ' . ' ' ~ 0000 SPIRAEA BUMALDA 'ANTHONY WATERER'/ DWARF RED SPIRAEA *BERBER!S T. 'ROYAL BURGUNDY' / ROYAL BURGUNDY BARBERRY CORNUS S. KELSY!/ / RED TWIG DOGWOOD LARGE DECIDUOUS ACCENT SHRUBS EUONYMUS ALA TA / W!NGtD EUONYMUS VIBURNUM P. T. 'MARIES!!' / MARIES/I VIBURNUM SALIX PURPUREA / ART!C WILLOW HYDRANGEA MACROPHYLLA / GARDEN HYDRANGEA PHORMIUM TENAX 'MAORI MAIDEN' / FLAX NATIVE-ACER CIRCINATUM / VINE MAPLE CORNUS STOLON/FERA 'BAILEY!' / REDTW!G DOGWOOD CORNUS STOLON/FERA 'FLAVIRAMEA' / YELLOW/WIG DOGWOOD AMELANCHIER ALNIFOLIA / PACIFIC SERV!CEBERRY CORYLUS CORNUTA / WESTERN HAZELNUT DEMLER/A CERASIFORMUS / IND/AN PLUM *MAHON/A AQU!FOLIUM / OREGON GRAPE *ROSA GYMNOCARPA 'GYMNOCARPA' / BALDHIP ROSE *RIBES SANOUINEUM 'KING EDWARD Vii' / FLOWER CURRANT \ J I ORNAMENTAL GRASSES & PERENNIALS *HELICTOTR/CHON SEMPERVIRENS / BLUE OAT GRASS CALAMAGROST!S A. 'KARL FOESTER' / FEAIHLR i?E:ED GRASS *M!SCANTHUS S. 'yAKU J!MA' / ;\{;'SCAN THUS *PENN/SET.UM ALOPECUROIDES 'HAMELN' / FOUNTAIN GRASS BERGEN/A C. 'BRESS!NGHAM'S WHIT£' / BERGEN/A GROUNDCOVER ~ I ARCTOSTAPHYLOS UVA-URS/ / KINN/KINNICK -I FRAGI\R/1\ CHILOENSIS I SAND STRAWBERRY I ' . j I FINE LAWN * INDICATES DROUGHT TOLERANT SPECIES NOTE: ALL LANDSCAPE TO RECEIVE FULLY AUTOMATIC IRRIGATION SYSl'EM SIZE 8' HT. 8' HT. 8' HT. 8' HT 2-1/2" CAL. 1 1/2" DBH 1 1/2" DBH 1 1/2" DBH 1 1/2" DBH 1 1/2" OBH 24" HT 24" HT. 24" HT. 24" HT. 24" HT. 24" HT. 24" HT. 24" !-IT. 24" HT. 24" HT. 24" Hl: 24" HT 24" HT. 24" 111: 24" HI: 24" HT. 24" HT. 24" !-IT. 24" HT 24" /iT. 24" HT. 24" !-IT 6" HT. 30-36" HT. 30-36" HT. 24" -30" HT. 24" -30" HT. 24" -30" H7: 24" -Jo" !-IT. 24" -JO" HT. 24" -30" HT. 1 GAL. 1 GAL. 1 GAL. 1 GAL. 1 GAL. 4" POT 4" POT NOTE: PERIMCTER DECIDUOUS TREES SHALL BE 1* CALIPER MEASLlRED 4.5 FEET ABOVE THE ROOTBALL AT THC: IIME Of' PLANTING .. NOTE: PERIMETER SHRUBS SHALL BE A MINIMUM OF 24 INCHES IN HEIGHT AT TIME OF PLANTING. LANDSCAPE NOTES GENERAL CONTRACTOR TO CLEAR AND GRUB ALL NEW LANDSCAPE AREAS AND SET SUBGRADES /IT 6" MINUS FINISH ELEVATION. TOLERANCE FOR SUBGRADES TO BE +/-1/10'. LANDSCAPE CONTRACTOR SHALL SCARIFY SUBGRADES, PLACE 6" OF SPECIFIED SOIL MIX AND AMENDMENTS IN ALL NEW PLANTING AREAS (REFER TO DETAIL FOR PLANTING ISLANDS) AND THOROUGHLY ROTOTILL fHE SOIL/AMENDMENTS INlO THE SUBGRADF PcR THE SPECIFICATIONS. GROUND COVER SHALL BE INSTALLED CONTINUOUS UNDER ALL TREES SHRUBS, PERENNIALS, AND ORNAMENTAL GRASSES. MAINTAIN AN 18" SETBACK FOR GROUND COVER FROM THEBASE OF TREES AND SHRUBS. NO PRE-EMERGENT HERBICIDES SHALL BE APPLIED TO ANY GROUND COVER REFER TO CIVIL ENGINEERING DRAWINGS FOR GRADING, DRAINAGE AND UTILITIES INFORMATION. REFER TO ARCHITECTURAL DRAWINGS FOR SITE LAYOUT. ALL LANDSCAPE AREAS TO BE IRRIGATED WITH A FULLY AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. NOTES 8 & 8, FULL & BUSHY 8 & 8, MATCHED FORM 8 & 8, MATCHED FORM B & 8, MATCHED FORM B & 8, MATCHED FORM 8 & 8, MATCHED FORM 8 & 8, MATCHED FORM B & B, MATCHED FORM I 8 & B, MATCHED FORM I B & 8, MATCHED FORM FULL & BUSHY, 36" O.C. FULL & BUSHY, 36" O.C. FULL & BUSHY, 36" O.C. FULL & BUSHY, 36" O.C. FULL & BUSHY, 36" O.C. FULL & BUSHY, 36" O.C. FULL & BUSHY, 36" O.C. 8 & 8, 30" o.c. FULL & BUSHY, 48" 0. C. FULL & BUSHY, 36" O.C. FULL & BUSHY, 48" O.C. FULL & BUSHY, 48" O.C. FULL & BUSHY, 36" 0. C. FULL & BUSHY, 24" O.C. FULL & BUSHY, 36" 0. C. FULL & BUSHY, 48" 0. C. FULL & BUSHY, 48" O.C. FULL & BUSHY, 48" O.C. FULL & BUSHY, 48" D.C FULL & BUSHY, 48" O.C. FULL & BUSHY, 48" O.C. FULL & BUSHY, 48" 0.C. 3 STEM MIN. 60" 0. C. 5 STEM MIN. 60" 0.C. 5 STEM MIN. 60" O.C. FULL FOLIAGE, 60" O.C. FULL FOLIAGE, 60" 0. C. FULL FOLIAGE, 60" 0. C. FULL FOLIAGE, 60" 0. C. FULL FOLIAGE, 48" O.C. FULL FOUAGC, 48" 0. C. 36" o.c. JO" O.C. 36" '.J.C. 30" O.C. 30" o.c. 18" o.c. 18" o.c. I PLANT 11!1.ES HIGH ENOUGH TO ALLOW POSITIVf_ lJRAINAGE ' N " AWAY FROM ROOTBALL--r~ 'n (_0 TREE NTS ;,-N PIT TO BE 2X HE ROOTBALL DIAMETE PLANTING I STAKING :-.."*'\\Ill//#. ;;; % ,;~ BARK i,iULCfl ---'ft-7 / \ ':OGE O' BED ___,.:J / \ / \ t:_ :_: ,<>11111,/,> <>11111,/,t, "\\Ml!14o -:.;:-:< ;;;; 1 ... ~ .i{\ r~ §-\ ~ ···u,/ ; --~.7 ------\;.7 ----,:.1 ',_ .·-. ('I Ili~i .---7E:::: CURB 0'< HEADER ATIATCH TO TREE USING 'CHAINcOCK' GUYING 2" DIA. "ave" LODGEPOLE PINE TREE STAKES WITH 6" CONICAL POINT 36" DIA. TREE WELLS IN LAWN AREAS. FILL WlrH 2" OF SPECIFIED MULCH REMOVE TOP 1 /3 OF BURLAP. LOOSEN WIRE BASKETS BACKFILL PIT WITH 50% TOPSOIL AND 50% NATIVE SOIL. ADD SPECIFIED FERTILIZER TO \11X NOTE: SPACING TO 3E TRIANG. PER DISTANCE SHOWN ON PLANT SCHEDULE 0 ~OUND COVER SPACING w ~ 8 I~ ;---1-1 /2" MINUS WASHED ROCK ciJ, 36" / f. r2" X 6" PT. HEADER. CON~ECT HEADER SECTIONS ' \t. WITH NAILED GALVANIZED PLATES ' ~ I r' 11 i i ii 11 i i 1111( i {11 i i ilU i i 111111 111:::-:--111=111=111-1 i 1--111-'.j U ~_2(__' "'--"'.':~?~':'__. ( 18" L #5 REBAR 6" O.C. ATrACH '~-" '" '" ' _, . ,_, ' TO HEADER WITH GALVANIZED STAPLES. ]<': 11 COMPACTED SUBBASE 4" PERFORATED PVC PIPE TIE INTO STORM DRAIN 0 MAINTAINENCE STRIP DETAIL NTS J l 2 X ROOTBALL DIA. ' SET CROWN AT NURSERY HEIGHT BARK MULCH PER SPECS BACKFILL TO CONSIST OF TOPSOIL PER SPECS. ADD FERTILIZER PER SPECS SCARIFY ROOTBALL ON CONTAINER MATERIAL. REMOVE TOP 1 /3 OF BURLAP ON B&B MATERIAL ~RUB PLANTING s ATIACH TO TREE USING 'CHAINLOCK' GUYING WRAP ANJ PROTECT TREE r~ ~ (2) 2" DIAM. TREATED ~ LODGEPOLE STAKES . ,~ NOTES: 1. 2. 3. 2X THE ROOTBALL DIAMETER 12" DIAM. NO MULCH RING 2" SPECIFIED MULCH REMOVE BURLAP AND/OR WIRE BASKETS. FROM THE TOP 1 /3 OF ROOT BALL 1/mmllilll1 BACKFILL PIT WITH 50% TOPSOIL AND 50% NATIVE SOIL. ADD SPECIFIED AMMENDMENTS AND FERTILIZER TO MIX. DETAIL APPLIES TO ALL CONIFER TREES. TRIPLE STAKE ALL CONIFER TREES OVER 1 O' IN HT. PLANT TREES HIGH ENOUGH TO ALLOW POSITIVE DRAINAGE AWAY FROM ROOTBALL. 0 CONIFEROUS TREE STAKING NT& 14 1g1i ii srre PLAN APPROVAL -'"' w A f?} 44i. Brumbaugh & Associates permit Number: l # ~ Jr~j; "' J ~ ApprovedBy:o/,, • n ds c DC s /\r ch it c ctur c Date: Comments: 6-60 North 85lh Street , Suite 102 Seattle, WA 98103-3826 Telephone 206 782 3650 Facsimile 206 782 3675 COOOco8 012 o, Q) ~1c3r--,..N +-01_::-R::::: o ~1.;. NO lJ z~ ~~ ,. zZ en oQ::J C V) ~ (/1 cSu_J o zo:::i;~ rn Q~§~ > ~~::;;:@;: ~ w.J 2i w <{ Ct:: O::'. ~ f-Ct:: z U U ~~;ga ::i w z 0:: ID a j 0... "O ~ 0 C 0 ~ 0 C: C ~ I ~ ~ UNQ) 1.0 o v1-~0>1..~.cao o,_V1-o U1 u--,:, iHli ~Q ~~ £/U~\\ j -(.;) z Oz ::::! 0 ::) I--CD (.;) z w-u :c: a:: ' / ;:;: U') 0 ~ LL.<( LL. 0:::: 0 :=!= (.;) <( U') :,: z ::) <( =l 2 ~ :=!= ::) -, <( .....J CD .....L.. U <( '.'.> G 1--5 :>-U'JO w-, <(w z .....L.. w LL. 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C 0 1 I\) < (D ; 'r: SITE SECTIONS -LANDSCAPE MODIFICATION PLAN NEW BUILDING FOR HIGHMARK EAST CAMPUS OFFICE BUILDING FEDERAL WAY, WASHINGTON LANCE MUELLER & ASSOCIATES AACHIT&CT8 · AIA 130 LAKESIDE O SUITE 250 ° SEATILE, WA 98122 • 206 325 2553 ~ JOB. NO. 2007-32 DRAWN SVH CHECKED SK DATE