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Home My WebLink AboutLUA-08-089_Large Format\ 1 ·/ ~-- \ I . ·.. . . . .ig} ,,.,,_,_; ______ ,,; ..• --,~·- ',., .. ,a~. s1 ·1r r;.:::-Nc1-,u ,,..i:,1.,-) ,,,,·.·; -::«.,..~ ., •. "'"' ;.,,,,-..,..,..,,, -.?. ::--:r :.···,f\?°•. ~~ TOP . OF HEAD F:P Si \K: Fl FVATlnhl=:4.tR r.:.7 (-~;, i _ [·-· (?·"> • :. ····L-•) • ,,:, -. i\.,._· '\ .... / ;-c ........ , ... ~~ .. ~t--ru . d -"-(:f::2:. -:::---... J1 ... F S -::.--}.,ir. ~~.-.{~f:h~;;K. Ji·: ..,. ~ ff :.::-:·; ~t2(}!.0G ·1 J/}CJA:~= t·J / · '-.:~:....,.. ·-~ 1 ..... ·: • ;,.,.., 1 ~._.t ::. :i ~n. ~ ff -: ~/',.,, )~~--~ ~ l l / T"•t:.1 r•}•'T·~ '~'"·I T ''"'·l;'y· 1.·",·Y.T} f'\ .,· z ·.·· . .-4 ¢~t: ........ "._4 .. ·')(~,,. r~;:,.'.:-:,.' • .,~:. • ·•~ .,._ _. • ., .;/ t ~...;,.'f :,...1-\:· ·! ·:~;;,}w,-) . f [\,r,'_ ·-4. V f'., -:-•···--.... ;,, · ..J..u .. !> f , ... , .. 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' / f ; . .,., . ,.• ,., . -~.,,..- { l l ,,/ I ..... ~/ f. _./ .. / /-i /· ; f )"" :/ ' ; / l , . /. ... ~" .,.~··· ".? I I _ .. r·' / ,, !, .I- / ./ / / ·l '· / ! 1 .r ' J ...... f. f I !. /· / I /' ' ' l .. · / i ! ! ! / ! / l i ; / -,4-\····-,#\-(,_;_,_. .. -'' / i. ' '! .; l ·' f ·, ' ;'' ' f. -{ r ·' -~ .,;',.,.. ,., .... ;- f . ........ i ; . ·. t i . ' j ,/y1:)::: ::>tfi0."1·/ ()j zi Co.I 2 W<:>r!:IDg Do.ye Before You Dig / 1-800-424-5555 U!ilmoo Ur.d<>rground Location C..nl61' (ID,MT,ND,OA. WA) / / / /I F1C)RTIO~~ '"!"' ·1· (Y . ..)(:..,',.,•. 1 ;:~ 4 9C(/Vi 0 r .S) 'it: a:::HCHLi i'.!1i< T(',() C\H? 8-0'..J (T CYP[ 1 "' RECREATION i TRACT .· . 1,190 SF , ('-i ,>, 32.21' ~~i :::_'. ---~ -+- ' fS;qiL\... i.i .... , ...• ·1·i ! 'r--... i ci &, . r<) ,,. 1 ) ' . ' --~6,7 -~ .• , ...... ; .•... '< ···'·'X·J:c- / / / I / / / / f-.···1-.·· J·) 1··· (TO TMAIN) I <>t· j . I I r~vv 1/4 C)F T1-1 ~~l~~G C(JlJ~~TY, / ) / : ; \ ; •. \ 12 .. 1 .• 1 ,,,.., ............. , ......... '• / / / / ( \ / { / ! j ( I / 1 / 4 C)F I N LL ,;;1 U) ,,. "1--+ n 0 _J r--. "1 i / ! ., ! ; i /" , ,! ! ,)///' . , ,.. , ,' , ' ! I ! / , , / J .. \ . ' ' \ C-E 0 'lr 1~ '-) ..... ...,..,, i \./ /)C ......... ;3 ......... r::, /. .... -..,.) ....... 's. , • .,,; n LL V' U) "'I--OJ N 0 <£) _J N i • \\ _.,-· /r, . '.,.,/ / r ,, .. • ./ \ 0'._ ) , ,, .. I i ' -' ,''!//! _) ! . . ! ' / _I ,/ ; j / i / ; J • i f i i • i GRAF'HIC SC/\LE ::::o 40 I. ... ········----·----·-·-----1 ( lN FfET ) 1 incii = 20 ft. ; ,·-;' {: i"'f,}%f\P;) t:: tt~:&1 , ..... ····\\····· ........ :,if :::, ,., ~-=:! ! ;::< !\. ,., ,., ' . ·; ' T ,o I ··-···--··-: (){) '-)'' r,o ·············v'·v·~·-··· -w- -~.-1 ,.,·; ' ' f') C-'1 ~-'./ PROJECT NAME; OWNER /DEVELOPER: CONTACT: MR. ARIEL CRUZ 3318 30TH AVE SE #B506 SEATTLE, WA 98126 PH (206)779.7076 EMAIL; alkibeachseallle@yahoo.com LAND SURVEYOR: BT SURVEYORS 12415 9TH DRIVE SE, EVERETT, WA 98208 PH 425.402.6581 EMAIL: brionr@btsurveys.com CONTACT: BRIAN RAUUM. PLS CONSULTING ENGINEER: LO ENGINEERING, LLC 105 HARVARD AVE E, #106 SEATTLE, WA 98102 PH (206 )412. 6660 EMAIL: LD_ENGINEERING@YAHOO.COM CONTACT: LEONARD DIFRANCESCO. MS, PE UTILITY PROVIDERS: WATER/SEWER: SOOS CREEK WATER & SEWER DISTRICT FIRE, KC FIRE PROTECTION DISTRICT #40 SCHOOL: RENTON #403 POWER: PUGET SOUND ENERGY TELEPHONE: QWEST CABLE: AT & T BROADBAND HK:F 0~: ii.i\6(.-, f)i(i\tN Cf:Y \L.A8 [/<'Ali'.) l.l: GA.L .... D ESC., IP Tl Ocl. PARCEL A DESCRIPTION: VICINITY lHE WEST 234 f·ct:T OF THE NORTH 81 FEET OF THE SOUTH 19/2 FEET OF THE SOUTH[AST QUA rEI, OF SECTION 29, TOWNSHIP 23 NOFHH, F,A"IGE 5 EAST, W.M.; EXCEPT THE WEST 42 FEET FOR COUNTY ROAD. SUBJECT TO A F'ERMANENT AND PERf0 ETUAL ROADWAY EASEMENT OVER, ABOVE AND ,\CROSS THE NORTH 8 FEET THEREOF, AS RECORDED UNDER AF #~·830148; SiTUATE IN THE COUNTY QF Kl>IG, STATE OF WA. F,ECORDED UNDER RECORDING NUMBER 8011069005, CONTAINING 17,18·1 SO. FT. OR 0.3944 ACRES. PARCEL B DESCF<IPTlot,1 BEGINNING AT THE QUARTER SECTION UNE ON THE SOUTH SIDE OF SECTION 29, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHi~JGTON; TliENCE NOFHH ALONG QUARTER SECTION LINE 1811 FEET TD THE mu,: POINT OF BEGINNING; THENCE EAST 254 FEET; THENCE NORTH 80 FEET; THENCE WEST 254 FEET THENCE SOUTH 80 FEET TO THE POINT OF BEGINNING; EXCEf'T THE WEST 42 FEET THE:RECF FOR BENSON ROAD. CONTAINll!G 16,969 SQ. FT. QR 0.390 ACRES. [3ASiS OF BE1\RING: cr,u· .Ill 1 /4 ('(11·0 N 1·:·p c;c·(·· 'JO '/(")F'Vl"I') p-·r· .,2A8" ...,;c_1 ·-'· \ .•.. , .,.,L.,,. , ... ;:,, r,,.,l ,.,_ , fr .. ,,.,._:, N.165408.919 E:1303018.658[ & INCLUDING TIE NORTH 1 /4 CORNER OF SEC. 29 CITY OF RENTON PCINT ID 2862 N.170706.002 E.1303177.356 ,, STATE PLANE CRID SYSTEM WA ~!OF<TH ZONE:, 13EARll!G OF N.014258E PROPERTY INFORMATION: ADDRESS: PARCEL A: 10801 SE 170\h St, Renton, WA KING CO Parcel 2923059026 ZONING: R-18 I'° VERTICAL DATIJM: / ' eJA VD 88 · · · · RENT1 !363 (POINT ID: 6145) COPPER PIN SET IN THE TOP OF A ROUND CONCRETE MONUMENT, SET 1.1' BELOW IRON MONUMENT CASE AT THE ,NTERSECT!ON OF SE 168TH ST AND 116TH AVE SE, E.1/4 CORNER SEC 29. THE or,THO ELEVATION = 459.05 FEET PO!NT NAME: .3810. CONCRETE MO~JUMENT WITH 1 ·1/2" BRASS DISK, SET 0.60 BELOW ORA.DE IN A STANDARD CASE, SCRIBED "x" !N THE CEcHER o,· THE DISK AT THE INTERSECT!ON OF 108TH AVE SE (SR 525) MW SE 176TH ST. THE ORTHO ELEVATION = 401.04 FETT INSTRUMENT & F'RECISION PE:'ITAX R-325hX TOTAL STATION WITH A TRIMJlE 4700 GPS 11ECEIVER (VRS). ( 9~055 fRP, VERSE EXCEEDS 1: 20,000 CLOSURE PARCEL A AREA: 17.181 SF (0 39ff4 AC) ; BUILDING SETBACK LINES (BSBL) FRONT = 1 O' SIDE = 5' AFTER ROAD ROW DEDICATION PARCEL A: 15,2.30 SF (0.3496 AC) BASE DENSITY (R-18) = 7. UNITS MINIMUM DENSITY = 4 UNITS REQUIRED ON-SITE REC. SPACE sc 1190 SF APPROVAL NAME BLOCK SHEET INDEX SITE PLAN C1 EROSION CONTROL PLAN C2 GRADING & DRAINAGE PLAN C3 SE 170TH PLAN & PROFILE C4 DETAILS CS NOTES C6 KING COUNTY TITLE DATE PROJECT NO, 2007-14 .,. "' . .. ,, /' (,) I:::.'. co .... oo CC) '° "' o-"" "' NN 0 r- DRAWN BY: - LCD CHECKED BY: LCD I- <( ...J a... I-a:: 0 ::c U) U) a:: N I-0 :::) ::c U,., a:: (!) u -w ::c z: 0 U) z: w i:::o SHEET lTllE SITE PLAN -(/) = ~ 0 I'-- w V, 0 ro 0 . f \ \ ·•0•~·~-'-••<0_•_ I l ·1 <:) ;,c 0 > G X TER ,, n t '-./ r.s pr~I' t .l. .S..: . .\ .. ~1 AFN 20 .1 1 ?49000'! 0 TGP CY HE:;\) R? :·tE\'l. fl;A~"'''Ph.\7 Coll 2 Wor!<l!"<J Day• B<>fore Yoo Dig 1-800-424-5555 Uliitles Undorgroood Location C..nler 0D,MT,ND,OA.WAl cu i:\J V)HC n,, i;,T './1\i id) LH/~ 2.)i·C:\/L"f 'S 1/-: CCHf'-1EJ~ OF ' 2.)-'.::3-'j \ •. ! / ;;!Ti:' (XHCHVAHt; TOP Cr-ff!\ BCL T c:~ A ' ' TE:~"( '.<I ., .. ,' I 1·1 / / / / .· PORTI or\~ CJ H ([l PROJECT LIMITS (0.43 AC) ~: { • C)F THE ('U'' I I f\i ~I Y \._} \.,I I \j ) ; \ ' ?_-;~; '!1v ; ' .. ·., ...•......•................ / ( / ! • / / --! / i ('C 1 1' 11 'lF ,-,Er-,T1 (\r, 1 ) • L.4-\. ...... , . i \ j \1 ,L .. I ... ,) __ ., .. .J' VJ ASH I 1\J C T(J~~ r (\ ') J . /_. J I . ') -;; ........ :.·)· !. ... _ ~..) ' GFU\PIIIC SC/\LL 10 20 I "" _ I ( IN FEET ) inch = 20 ft. X 50' MIN. CONSTRUCTION ANCE <~Q,Q~ PAD, SEE DETAIL / / • / ! ,) / I / . : .. ~ .· ., , ' :,' I_ ,i : :"' i ' j / ( - / -f j ! ' ' j I ; ; ! ! ' ,;:;,'.?, <Y:i·t\j / ' /,' • ·1 :.l." / / . !: •! i-i. '•--.::. / i ' ' / , 12+96.0'.;', ·,,.1;}· -4--i/ ,---- " \ j/ . ' / Li :/'./,-ff, TC ---,t;·_:;: s·- ,.,_,,_,,:_, ......... · ·· 1 (}Ci .. ~1C.GU ........... ,....-,= .... 80 ______ j / / U';iL ._.Cl/\ ..... ,, W:t?F /\Tf.!\CH i:AEJr);,::: I (' I I I I LJ {,j' l-Ji.t\>;. ;fl .,/ '!')(.; 1r:· WIR[ :\JGTC · I-' iL A:) PEP !<iNG COUNT'( F\OAD STANDAf~DS 1 DF-'.!VEWA'YS :~>lAL.i EC PA.VFD THE EOCF OF H·····O"··-V/ Fhi0i1 TD AU .. ATION OF THE CONSTRUCTlON E'>-1TF:AHC:E TO !s.VC1D iT IS !i[COVMCHDE:D ·i·H;\T THC E~iTR/\t-~CE CPO'NH[D 50 RUNOff' N3 OFF THE GEUTEXT,LE fAiN. 'i'HiCkH 1r,J_::r-rr, '~; 1-F'. E~N c;-r· i'·l I \ ., :H WIT~i / \1-\T!VF SUl\ G\: ."./ .'.1.' -1 .~/' •. "<:"> / / / ,/ ·, / \ C'-i J1' :, .,;; ("-) ,,- / ; ., , , PliOViDL FULL WIDTH Of r·· r·1 r-·, ',J '-j --................ ---·-------- I ,-·" '' \ I\_.) T ;\ r··· APPROVAL BLOCK KING COUNTY NAME TITLE DATE ---+H--++l---+---1 PROJECT NO, 2007-14 V1 (d w <.>/ i:!": ::,{ :;-;;;_ •ct, < -, . ,. o-( C°i ~-:.:: t-} f!. T r.:: 0~ 7 ::.') ~------"'·--.. =--·'" DRAWN 8Y: LCD ........................ , .... _______ _ CHECKED BY: LCD -w ::c z 0 U) z w 00 a:: 0 u.. 0 00 0 SHEET llllE EROSION CONTROL PLAN SHEET NO, C2 I 0 o:: G ~ 0 > u X l /r~i,+, UttJ.' r;;;,,: Call 2 Working Day• Befor<> Yoo Dig 1-800-424-5555 lJtiliUes Un<l<>l,;roood Loc~lioo Cmt<>r (l),MT,ID,OR,WAl y-, ' ,, ,',.' REC::,RfATION -'TRACT,/\ --x. ; /' 1, 19Q'.1Sf :\ ! ·'1? / J 1 '·. ' ' I / -__ j / / / ' / -- / FJ(JRTl()1~ / i I rF ' ) '~ / / I\J \/\I ' ' { 1/11 i1F-T11c-: \,.) IL.". l<ll~C CCJU1~ rY, \!: f- (/) CX) X w ~ (/) ~ / 421,.T!J i ' ' j / .,(7,i ·v~,; / i --. o ••••• , ! I / / "E 1 111 '-.., Ll ,J -/ I OF C'E('''r,f I ,J ______ _, , I \J 1\i 2'.0·--------23-- / \" ' c·,, I'', 1 'T0~-/,_1A -i---I ;,1, i ; V '-1 ! i ! \J \J \J ·.,;: FF = 423_0 N LL (/) f---'Sf- "' 0 " _J N ' ! / ; •• I • ! ! j ! / j ( (\) t') () >- '" , •.•. ·s;J· ("-.[ ii ' ('-1 ~ ~-··· 0 l.i .. lO ... J cl I"") ,;;;. [',. If) -W f~, CL ('i ! &'ti f'0 LL (0' 1.0 d ©; t I I...LJ I Ll. O:) t, ___ _J (/) f---~ 0~ _J ' ! ' ,,-' '-, \ .... '"' ...... , .......... J / i -/e 2-2---' / :-C:::1 s.,.,'.",':_y.:4 . , .... .__ "1lt y"'f-V ----------- {:,,.. ~<'. -,,> ''71{' •/ ;+f.,_7Q ~ G'J ,o;:j-\ "<l" i5 ~ill H' • D:'. -f-'"' - 1§. _z - ::.~.v ! :,."·' / L " !(i ~?1BL ;.; - D GRAPHIC SCALE W O 10 ~ ~ 00 t.s~--· ---' __ :----' __________ _] ' \ / :i'.'' <o;";::,· .. i,---... _,l·'. -,_ •;(- r;'r~ili:iC ((yp OF 2) 90.00 -------,./'-=-"- -w- -D- HfD! 111---- s::\'CR ( l~l FEET ) inch = 20 fl. APPROVAL BLOCK KING COUNTY NAME TITLE DATE -+-+-+-+-+++------ PROJECT N0- 2007-14 o::: d ;·v, ~-' /-1-r---. (i) ,wj .\':.> .. , .. --------DRA'IIN BY: LCD CHECK ill BY: ------------------------- LCD I- <( ...J a.. I-a:: 0 :::c U) U) a:: N ::) I-0 :c u.. a:: c., 0 -w :c ::z: 0 U) ::z: -~ 1/) w _c m ~ 0 I'--w 1/) 0 ~, 0 SHEET ITLE GRADING & DRAINAGE PLAN SHEET NO- C3 caJJ 2 Worldng Day• a..rore You Dig 1-800-424-5555 Vlilities Undergroond Looation Center OC>,MT,ND,Cf!,WA) 430 400 I' N N st ('.) w N r') N st [t'. G w ' ···· 1 / / / ., < 1--- ffJ :r: ,_ __ w I' -w ffJ d8 w (/) ~ <( i:': ro 0 - f--z >-- ::i: 0 a: EX CL GRADE7 .~------------ 0 LO vi N st t'1 r') N N st -+ G w G ('.) w w <D ro N N st r') N N N -+ -+ [t'. ('.) w [t'. [t'. ('.) 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' co 0 _/ PROPOSED CURB PROFILE OF SE 170TH ST ~--~=-~-~~~~ .......................... 0) N N st ('.) w ll) ,,- Sf} N ,,,~, N " st ('-{ "<:j' [t'. ('.) 0 w L. 10+50 ..... ,c. ,·-: .•. I' N N st G w N N -+ [t'. G w Vi ' ' <:>J ,~ '~;( //", ~-LL SCALE, v, 1 '"'5' Hi 1 '=20' NQIE: "EGR" DENOTES EXISTING RIGHT GUTTER GRADE "EG" DENOTES EXISTING GRADE AT ROAD CL "FG" DENOTES FUTURE GUTTER GRADE N '" !"'} >.....J D... w i r:t::1 ................... ·~1:i,, ,,~-~. •.• .J < 1- l.Ll C) L.!.J !.l.l Vl ....... / __ Lt~ CO 0) u CD ,D :.,1 !'>I , ... . . . (.b . . . . . . . 1"<' ··~~:,. . . . r-'I l'<J ;.D ~":ll,: ,.., 1.r:i·. () ,< ;_~?, o) z :'"< '' ... ,. ;._,_ ~-~ C'~ (··r ,-+ --.i ~ , , · f·· ,---' "T r. •· l f--7.: (~ C'-! (··' ii ~···· O C'-..J , ... .1 s;J· ,.... -.,...j-f --. r· II "...j .,, ~--: " ... -:( fit.. ~--:'°'-', r···! ," __ -_,:_ w,: __ [ __ ,_:_: : ;< .. (::/,:.co,. __ --_,:·:,,'."'_ .. ,:_~_-_·-_._,._, ... VJ .SJ. -I'' --, V S ••• ' '' ••• ' ij") .<'.( tr_· . , .. :.v; ... ,.'., .. : --Ci;;<) ,,'_;_·_,_ -w-,J . > z 1.1..1 · 0 .. lL! D] . PR'?0SE~7~ -o,.;, 2 (e :,:,:.::1::" --0,70%-- LO N N st ('.) w N ,:,,0 0 N :< N st 01 ·,tj· [t'. Cl 0 w L:~ 11 +00 ... i ... ·~~-· !· ,.JTT,..1,' st ('.) w N N st ('.) w 0 N N st [t'. ('.) w m N N N st st ('.) ('.) w w 0) 0-f'-{.0 f--.. t\) --N , .. N ~ .... -+ {'{ st •t [t'. "' [t'. ('.) V ('.) w lL w 11 +50 ... " '"o,~ w z -' I/:= [t'. 1w CL ''' ''' '''''' '' '.l' 0 [t'. CL f- V, <( w f'-<D f'---N N N st -+ st G ('.) ('.) w w w <]) r') LO (!:) N ;"') --N st N N "'" st st <·) ,,j· [t'. (j ('.) 1-L w [t'. 0 [t'. 0 G ('.) w i...L w ,_,__ 12+00 12+50 ~·~----------==-~•=J,••-==-~ .~M~~-'-·---"'•'«'«"'-"<'~-•.;.e,•~, --=~ ··.".'<"~,·-·-·-=·y_ :,; l-i" ,,. ....... ·i / 12+96.0?, '?0'.:J',i,.J'J:/'/,f 4~)~-.::rJ \'v 'I 20 0 ~- · · 430 " h'' ~ ,.,,.. , .. " ' ' f·\U :.) ;'/ 410 400 <D -N st ('.) w LO -N st [t'. ('.) w w ' .GR.APHI('. C(', I E'" ~ .:)\...,f\ ....... . 20 40 ----..•.... -----------· I ( IM I ITT ) inch = 20 ft 30 I \ ' \ APPROVAL NAME .,.. ······1:/c·· ....... <;s, ... ............ U• .... '"' .......... ,.;_;-. .. ·····h ..... "-''··· BLOCK -D-')T'.:Prt c;vF CR ;·cu mic DPXH GAJ. VN.\if KING COUNTY TITLE DATE ·<. )ii~ PROJECT NO. 2007-14 ;,: DRAWN BY: -- LCD CHECKED BY: LCD I- <( ...J D.. I-a: 0 :c en en a: N :::::::) I-0 :c u.. ct: C) 0 -w :c :z 0 en :z ~ U') w £ ~ al 0 "' ~ w (/) 0 cc 0 - SHEET TITLE SE 170TH ST FRONTAGE IMPROVEMENTS PLAN & PROFILE SHEET NO. C4 '; ,, 1-- l.U 0 ooru, SECTION A A I. FOR WIDTHS OF SIDEWAU<: SE:£ SEC. 3.02. 2. FOR WIDTHS OF PAVEMENT oltlO SHOULDER SIT SECS. 2.02, 2.03, AND 2.04. J. SHOULDER SfiALL BE SURFACED AS REQUIRED BY SE:Cf10NS J.07 ANO 4.01. IF PA\IED, SHOOLOER SLOPE SIWJ. WITCH CROWN SLOPE OR .02 FT./FT. 4. FOR CURB AND SIDEWALK JOINTS SU: OWG. NO, J-001. 5, TRANSITTON AAMP SHo\ll. B£ TDCTURED BY 11.t~INT OF MEl'AL GRID WITH 1/2" SPACING. CEMENT CONCRETE SIDEWALK TRANSITION TO ASPHALT SHOULDER 4-004 NOTES: 2" COWPACTID c..l'IH CLASS 8 1 IISPIIALT CQNCIIEIE -4-" WIN. C<IMl'ICIID CIEf'TH j A.Sl'IW.T lRrAIDl IIIISE 105 1. THIS DAA'MNG ILLUSTRATES A TYPIC~.L ASPH/\ll CONCRETE ROAD SECTIOH, ALTERNATh'E I. FOR OTHER ALTERW,TNES At,10 pos:;IBLE REQUIREI.IENTS FOR FRACTI.IREO AG<lREQ/\TE OR INCREASED lHICKNESS DI' SURFAClt!O W\TER~, SEE SECS, 4.01 N-10 4.02. 2. GRADES: MINIMUM W.XIMUM 0.5~ SEE SECS. 2.0J Af,10 2,11, J. SEE Cf-W'TER 7 FOR CATCH Bo\SIN AND STORI.I SEWER LOCATIONS. SEE owe. NO.$ 2-019, 2-020, #ID 2-021 fOR GAATE DETAILS. 4, FOR WIDTHS OF PAVEMENT AND RIGIIT-Qf-WAY, SEE SECS. 2.0J. 5, FOR Cl.EAAANCE OF UTILITY POLES SEE SEC. 8,02G AND DWG. NO. 5-001. &. SEC SEC. 5.02 FOO SIDE SLOPE REQUIREI.IENTS. ; -i 1·-·· '· cl. '.) J WATER UIES ON -·="~ OF' Rll,l,O. $E£ $EC. •= CAlUi -Na: -·-(ITT.) ROLLED CURB TYPE ROADWAY _,;:;. ~ . 64 ,r----jW, 6' Rl,ier If Required Or' Appt'llved E:quo.t ;---:Bo.ckflll with CoP1pocted Soll ;;----.DS 9', 12•, c:,r llj' Sq!.1<1r'" Co:tch B<1sn or <1ppro,,ed e~ ,,_---.DS Unlv,.rso.l Clutlvt or Approved E:quo.l 0N""ug<1ted Plpv Invtt'-t Elevntlon ~~~J2j s NDS SQUARE GRATE ~[TH NDS SQUARE CATCH!!!~ lltlT 11:i ~M.f. 1-003 FlRE HYDRANT Oft ~~- NOTES; /\ P OF~ Tl Of\] EXTRUDED ASPHALT OR CEMENT CONCRETE GI IBR ~ CEMENT CONCRETE ROI LEQ CURB NOTES: • 1. SEE SEC. J.04 K.C,R.S. FOR JOINT REQUIREMENTS. 2. ROLL GIJTT[R TO t.lATCH POSITIVE SUPERELE\IATION. J. SEE DRAWING NO. 1-006 FOR cotlf\GURATION OF FILL & W/lJXWAY BEHIND CURB IF REQUIRED. 4. FOR INTEGP.AL POUR CONSTRUCTION, 1/4" EDGED GROOVE W.Y REPIACE EXP/INSION JOINT AT llfill1FACE BE1WffN THE CURB AND ADJACENT SIDEWALK. 5. SEE SEC. J.03 FOR EXTRUDED CURB ANCHORAGE. A ;~c=:=i. !c=:=ic=:=i, ~c==Jc==Jg !c=:=ic=:=i1 ijc==Jc==J, c=:=ic=:=i" ,c=:=ic=:=il ~c==Jc==J. l~c==J J 1-<JLLI I_, ,;,· "'· I "'· 11 I ~· A __J -~l .-1 ~,i-~-·~ ·I j I ,.. 'n· I I OPEf.lNQ ,,. SEGIION A A 102 "'F' \) - CURB I\JVV 1/4 f< I~~ G n r::-u I THF COU~J T\/ ' ' I ' J MOl/NTABI E CEMENT CONCRETE Cl/BB CEMENT CONCRETE CUR0 & GUITER DETAILS NOTES; 1 • ~TER!AL !S CAST IRON ASTM M8 Cl.ASS 30. 2. SEE SEC. 7 .05. 3. THE WORDS "PROl'E!ITf OF i<ING COUITT'(" SHAU BE Ot.lITTED IF OH A PRIVATE SYSlEI.I. 4. NOT TO BE USED ON THICKENED EDGE RONJWAYS. 3-002 ROLLED CURB FRAME & GRATE 2-019 91 SEEW,1,1.1( NEX1 TO '-ER'PC>I.. CURB 'ro<TlCN-CURB LINE Ill INTD!5Een0N 1/4 C)F '"' l·i I c==Jc==J l§s§s1 • :c=:=ic=:=i~ I ic=:=ic=:=i, i c==Jc==J •c==Jc==J ;c=:=ic=:=i c==Jc==J 1 f3 BAR HOOP __ /' f3 8'.R EACH 51DE TOP 41 BOITOI.I HIGIIT--Of -\IAY LINE 1 -f3 8'.R /\CROSS OOTTOI.I L II • • ~· A t·i,:,!:~- 1/k· SECTION A-A NOTES: 1. SCT F™ME TO GJ?AOE AND COHSTRUCT ROHl HID CURB TO BE FLUSH AT FRONf AND 8".CK Of FRAME. 2. SEE SEC. 7.05. 3. THE WORDS "PROPERTY OF KING COUNTY" SIW.l.. BE Ot.lITTED If GR/\.TE IS ON A PRIVATE SYS'TEl,I, 4. NOT TO llE IJSEO ON THICKENED EDGE ROADWAYS. J-4~-11,1<;1( EOOE: Of fll,J,IE OOH MIii RIO( FIICE OF' CURB ORKllW>I. QROUHO ROLLED CURB FRAME & GRATE INSTALLATION 2-020 92 84 NOTES: 1, CURB INLET TO BE CONSTRUCTED IN ACCORDANCE WITH ASTM C478 &; C890 Um.ESS llTHERWISE SHOWN ON Pl.ANS OR l"KfTI;:D IN lllE ·STAN(WID SPECIFlCAllONS. 2. M:. AN ACCEPTABLE ALTERNATIVE TO REBAR, WELDED WIRE f'ABRIC HAVING A Mltl. JIREA OF 0.12 SQUARE INCHES PER FOOT MAY SE USED. WELDED WIRE f'ABRIC SHA!.L COMPLY TO ASlM MQ7, WIRE FABRIC SHALL NOT BE PLACED IN KNOCKOUTS . J. AU_ REINFORCED CAST-IN-PLACE CONCR£TE SHAI.L BE Cl.ASS 4000. 4. PRECAST BASES Sli'ILL BE RIRNISHED WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL li'IYE A WALL THICKNESS OF 2" MIN. ALL PIPE SHALL BE INSTALL.ED IN FACTORY PROl.10ED Kt!OCKOUTS. UNUSED KNOCKOUTS NEED NOT BE GROUTED If WAU IS LEFT INTACT. 5. KNOCKOIJT OR CUTOIJT HOLE SIZE IS EQIJAL TO PIPE OUTER DIAi.i, PLUS CURS INLET WALL THICKNESS. e. ROUND KNOCKOUTS MAY BE ON ALL 4 SIDES WITH MAX. DIAM. OF 17", 7. THE MM. DEPTH FROM THE l'lNISHED GRADE TO THE PIPE IN',IERT IS 5'-0". 8. THE TAPER ON THE'. SIDES OF ntE PRECAST BASE SECTION AND RISER SECTION 5HAl..l. NOT EXCEED 1/2'/FT. 9. CONCRETE INLU FRAME ANO GAATES SHALL llE IH ACCORDANCE WITH STANDARD SPECIFICATIONS ANO MEET THE S1RENGTH REQUIREMENTS OF FEDERAL SPECJflCATION RR-F-6210. MATING SURF'ACES SHALL BE flNISHED TO ASSURE NON-ROCKING flT WITH ANY OTttER COOR f'()SmON, 10. f'P.AME AND GR'TE MAY BE INSTALLED WITH fl.>N<;E DOWN OR CAST INTO RISER. CURB INLET 2-012 ,'i/-,- 'k' ~ ;\\';, L~ -ii:.[ ri(I] _ 2 ,, '" "'' ~--D" \TW I "\.;),/'-,··· ~~-.w,:<-~.-'1-/ ; -"----.-·:c:;t:=;: 0 <g ~ I • j!~ • id~ • • 9 • I~·· I ~ii '-. ROCK FACING, 1. TREES SHAI..L CEHERAIJ.Y BE PLANTED BI\CK OF THE SIDEWALK. Pl.ANTING STRIPS WILL BE APPROVED ONLY AS PART OF A LANDSCAPING PLAN IN WHICH PLANT MAINTEIW/CE, COMPAT181LITI' WITH Ul1UT1ES, AND TRAFl'lC SAf£TY ARE DULY CONSIDERED. 2. IF Pl.ANTING SIR!PS ARE APPROVED: '~ £ 1 a-="a;.,_-~Sc'-,o_' -~VARIES NOTES: 1, COMMERCIAL/IND~W.. DRIVEWAYS WIDER THAN 35' W.Y BE APPROVEO BY THE EHGINEER CONSIDERING TRAFflC SAfETY AND NEEDS Of' THE ACTIVfTY SERVED. ALL C()MI.IERCL,l,L/JNOUS!RIAI. ORIVEWIIYS SHALL HAVE AN A. l,IIN.. DISTANCE FROt.l CENTER OF ANY TREE TO NEAREST EDGE OF VERTICAL CURS SHALL BE 4 FEET. ll. mas SI-W..L BE STAl<ED !H A t.11\NNER NOT TO OBSTRUCT C. IN CA5[ OF' BLOCK-OUTS, MIN. Cl.fAR SIDEWALK WIDTH SHALL BE 5 FEET IN RESIDENTIAL OR 8 FEET IN BUSINESS J. OH llUS ROUTES, PLANS SHALL BE COORDINATED WITH METRO SERVICE PLANNING. PHONE 684-1622. SIDEWALK IBAFFIC, DISTRICTS. 4. SEE SEC. 5.03. STREET TREE STANDARDS 119 :'1'1Wt~M:· 5-009 EXPA/iSION JOINT LOCATED MID-WIDTH, SEE SEC. 3.04. 2, SEE SEC. J.01. J, SEE SEC. 4.01 FOR SURFACING REQUIREMENTS. SECTION A-A CURB & GUTTER SECTION DRIVEWAY 3-004 104 APPROVAL BLOCK NAME 2'-o" FILTER F,',IIRIC NOlES: 1. SEE SEC. ~.01. PAY UIMTS EXCA\'ATio« OtlLY 2. WSOOT/Af'WA 9-03.12(4]. 3. FLATTER SLOPE !MY BE REQIJIRED IN LESS STABLE SOIL. 4. CHAIN LINK FENCE, Tl'PE NO, 4 (WSOOT/APWA STANDARD) OR HANDRAIL REQUIREO WHEN RdCKERY HEIGHT IS 3' OR GREATER. SEE DWG. NO. 5-006. 5. FOR ROCKERY HEIGHTS EXCEEDING 4', SEE OWG. NO. 5-007. 6. TR,OfflC BARRIERS MAY BE REQIJIRED ON ROADS WITH SPEED LIMITS OF 40 MPH OR GR£ATER, WHERE ROCKERY HEIGHTS EXCEED 6'. SEE CHAPTER 7 OF THE WSDOT DESIGN MANUAL (ROCKERY WILL NOT BE PERMITED WITHIN ROW) FILL SECTION KCRS DRAWING No. 5-005 2 , ·J1 IJ·l ;\c ,'i·0r \.·,:;r, 1.-!H: 6 :,·M,, :~:;r.'.ii:·:·\ i''!\.n:; k1· >"< ·~\,,w]ur,i ;,,," \i) 'Ci fo· ·~=..:.c;ff'<1)0t c~d d-:,!c,ls. KING COUNTY TITLE DATE PROJECT NO, 2007-14 DRAWN 8~----- LCD ---------------CHECKED BY: LCD ..... <( ...J D.. ..... e:::: 0 ::c U) U) e:::: N ::, ..... 0 ::c LL e:::: C) (.) -w ::c z 0 U) z ~ V) w JC ·-m 0 r- w V) 0 co 0 ~ SHEET TITLE DETAILS SHEET NO, cs ' i 1---- l.,.J 0 ~ 0 > 0 :x: KING COUNTY STANDARD PLAN NOTES Last Update 1 /29/99 Standard plan notes must be included on all plans. At the applicant's discretion, project, may be omitted; however, the remaining notes must not be renumbered. omitted, \he remaining notes should be numbered 1, 2, 4, 5, 6, etc. GENERAL NOTES notes, which in no way apply lo the For example, if General Note #3 were 1. All construction shall be in accordance with the King County Code (KCC), King County Rood Standards (KCRS), King County Surface Water Design Manual (KCSWDM) and the conditions of preliminary subdivision approval. 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 King County. 2. The design elements within these plans have been reviewed according to the King County Department of Development and Environmental Services (DOES) Engineering Review checklist. Some elements may have been overlooked or missed by the King CO pion reviewer. Any variance from adopted standards is not allowed unless specifically approved by King County prior to construction. 3. Approval of this rood, grading, and drainage plan does not constitute an approval of any other construction (e.g., domestic water conveyance, sewer conveyance, gas, electrical, etc.). 4. Before any construction or development activity, a preconstruction meeting must be held between the King CO Land Use Inspection Section, the Applicant, and \he 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 in accordance with King County Code (Section 12.S8); normally, this is 7o.m. to 10 p.m. on weekdays and 9 a.m. to 10 p.m. on weekends. 7. It shall be the Applicant's/Contractor's responsibility to obtain all construction easements necessary before initiating off-site work within the road right-of-way. 8. Franchised utilities or other installations that are not shown on these approved plans shall not be constructed unless an approved set of plans that meets oil requirements of KCRS Chapter S is submitted to the King CO Land Use Inspection Section three days prior to construction. 9. Do\um shall be NAVD 1988 unless otherwise approved by King CO. 10. Groundwater systern 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 Section B1 3.02 of the APWA Standard Specifications. 11. All utility trenches shall be backfilled and compacted to 95 percent density. 12. All roadway subgrade shall be backfilled and compacted to 95 percent density (WSDOT 2-06.3). 13. Open cutting of existing roadways is not allowed unless specifically approved by King CO 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 devices, protective equipment. floggers, 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 work within the traveled right-of-way that may interrupt normal traffic flow shall require at least one flogger for each lane of traffic affected. Section 1-07.23, "Traffic Control," of \he WSDOT Standard Specifications shall apply in its entirety. DRAINAGE NOTES 1. Proof of liability insurance shall be submitted to King CO prior to the preconstruction meeting (KCC 9.04.100.D). 2. All pipe and appurtenances shall be laid on a properly prepared foundation in accordance with WSDOT 7-02.3(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. 3. Steel pipe shall be galvanized and hove asphalt treatment #1 or better inside and outside (KCRS 7.03). 4. All drainage structures, such as catch basins and manholes, no\ located within o traveled roadway or sidewalk shall have solid locking lids. All drainage structures associated with a permanent retention/detention facility shall have solid locking lids (KCRS 7.05). 5. All catch basin grates shall conform to KCRS drawing numbers 2-013, 2-018, 2-019, or 2-020, and shall include the stamping "OUTFALL TO STREAM, DUMP NO POLLUTANTS" and "Property of King County" (KCRS 7.05). 6. All driveway culverts located within King County right-of-way shall be of sufficient length to provide a m1n1mum 3: 1 slope from the edge of the driveway to the bottom of the ditch. Culverts shall have beveled end sections to match the side slope (KCRS 7.03(L), Drawing No. 2-001). 7. 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"/40-70% passing; 2"-4" rock/30-40% passing; and 2" minus rock/10-20% passing. Installation shall be in accordance with KCRS 7.02(8), Drawing No. 2-024. 8. Drainage outlets (stub-outs) shall be provided for each individual lot, except for those lots approved for infiltration by King County. Stub-outs shall conform to the following; a) Each outlet shall be suitably located at the lowest elevation on the lot, so as ta service all future roof downspouts and footing drains, driveways, yard drains, and any other surface or subsurface drains necessary to render the lots suitable for their intended use. Each outlet shall have free-flowing, positive drainage to on approved stormwater conveyance system or to an approved outfall location. b) Outlets on each lot shall be located with a five-foot-high, 2" x 4" stoke 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 specification·s described in KCRS 7.04. If non-metallic, the pipe shall contain wire or other acceptable detection. d) Drainage easements are required for drainage systems designed to convey flows through individual lots. e) The Applicant/Contractor is responsible for coordinating the locations of oil stub-out conveyance lines with respect to utilities (e.g., power, gos, telephone, television, etc.). f) All individual stub-outs shall be privately owned and maintained by the lot homeowner. /4, F)OR"[!Ol\1 . \ . ,., . \J .. ,F () ... I\JvV 1/4 Klr~G EROSION AND SEDllvlENT CONTROL NOTES eE ,, 1 4 "I-,·,-1 .. "-1 l('I\~ · '/!Ii····'[ , .) ........... ;/ · U ,J ... ul ..i 'f/11 C'l j[' '('.f('~I v I f-\ .) I i\J U ) \J 1. Approval of this erosion and sediment control (ESC) pion 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 implementation of these ESC plans and the construction, maintenance, replacement, and upgrading of these ESC facilities is the responsibility of the applicant/ESC supervisor until all construction is approved. 3. The boundaries of the clearing limits shown on this plan shall be clearly flagged by a continuous length of survey tape (or fencing, if required) prior to construction. During the construction period, no disturbance beyond the clearing limits shall be permitted. The clearing limits shall be maintained by the applicant/ESC supervisor for the duration of construction. 4. The ESC facilities shown on this plan must be constructed prior lo or in conjunction with all clearing and grading so as to ensure that the transport of sediment to surface waters, drainage systems, and adjacent properties is minimized. 5. The ESC facilities shown on this plan are tho minimum requirements for anticipated site conditions. During the construction period, these ESC facilities shall be upgraded as needed for unexpected storm events and modified to account for changing site conditions (e.g., additional sump pumps, relocation of ditches and silt fences, etc.). 6. The ESC facilities shall be inspected daily by the applicant/ESC supervisor and maintained to ensure continued proper functioning. Written records shall be kept of weekly reviews of the ESC facilities during the wet season (Oct. to April 30) and of monthly reviews during the dry season (lvloy 1 to Sept. 30). 7. Any areas of exposed soils, including roadway embankments, that will not be disturbed for two days during the wet season or seven days during the dry season shall be immediately stabilized with the approved ESC methods (e.g., seeding, mulching, plastic covering, etc.). 8. Any area needing ESC measures not requiring immediate attention shall be addressed within fifteen (15) days. 9. The ESC facilities on inactive sites shall be inspected and maintained o minimum of once a month or within forty-eight (48) hours following a storm event. 10. At no time shall more than one (1) fool of sediment be allowed \o accumulate within o catch basin. All catch basins and conveyance lines shall be cleaned prior to paving. The cleaning operation shall not flush sediment-laden water into the downstream system. 11. Stabilized construction entrances and roads shall be installed at the beginning of construction and maintained for the duration of the project. Additional measures, sUch as wash pads, may be required to ensure that all paved areas are kept clean for the duration of \he project. 12. Any permanent flow control facility used as (J temporury settling basin shall be modified with the necessary erosion control measures and shall provide adequate storage capacity. If the facility is \o function ultimately as on infiltration system, the temporary facility must be graded so that the bottom and sides are at least three feet above the final grade of the permanent facility. 13. Where straw mulch for temporary erosion control is required, i\ shall be applied at a minimum thickness of 2 to 3 inches. 14. Prior to the beginr1ing of the wet season (Oct. I), all disturbed areas shall be reviewed lo identify which ones can be seeded in preparation for the winter rains. Disturbed areas shall be seeded within one week of the beginning of the wet season. A sketch map of those areas to be seeded and \hose areas \o remain uncovered shall be submitted to the ODES inspector. The ODES inspector can require seeding of additional areas in order to protect surface waters, adJacen\ properties, or drainage facilities. STRUCTURAL NOTES 1. These plans ore approved for standard road and draincge improvements only. Plans for structures such as bridges, vaults, and retaining walls require a separate review and approval by ODES prior ta construction (KCC 16.04. 16.70, 14.20). 2. Rockeries are considered to be a method of bank stubilization and erosion control. Rockeries shall not be constructed to serve as retaining walls. All rockeries in County .road right-of-way shall be constructed in accordance with KCRS drawing numbers 5-004, 5-005, 5-006, and 5-007. Rockeries outside of road right-of-way shall be constructed in accordance with the Uniform Building Code. RECOMMENDED CONSTRUCTION SEQUENCE 1. Pre-construction rneeting. 2. Flag or fence clearing limits. 3. Post Notice of Construction Activity sign with name and phone number of ESC supervisor. 4. lr1s\all catch basin protection if required. 5. Grade and install construction entrance(s). 6. Install perimeter protection (silt fence, brush burrier, etc.). 7. Construct sediment ponds and traps. 8. Grade and stabilize construction roads. 9. Construct surface water controls (interceptor dikes, pipe slope drains, etc.) simultaneously with clearing and grading for project development. 10. Maintain erosion control measures in accordonce with King County standurds and manufacturer's recommendations. 11. Relocate surface water controls and 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 County Erosion and Sediment Control Standards. 12. Cover all areas that will be unworked for rnore than seven days during the dry season or two days during the wet season with straw, wood fiber mulch, composl, plastic sheeting or equivalent. 13. Stabilize all areas that reach final grade within seven days. 14. Seed or sod any areas to remain unworked for more than 30 days. 15. Upon completion of the project, all disturbed areas must be stabilized and best management practices removed if appropriate. LO ENGINEERING LLC GENERAL ENGINEERING NOTES: 1. EXISTING UTILITIES AND UNDERGROUND STRUCTURES SHOWN ON THE PLAN ARE BASED UPON THE BEST AVAILABLE PUBLIC RECORDS AND /OR PRIVATE RECORDS AS SUPPLIED BY THE PROJECT OWNER AND /OR DA TA OBTAINED VERBALLY FROM OWNERS OR OFFICIALS ASSOCIATED WITH THE PARTICULAR UTILITY. NEITHER THE OWNER NOR THE ENGINEER GUARANTEE THE ACCURACY OR COlvlPLETENESS OF THIS INFORMATION AND ASSUME NO RESPONSIBILITY FOR IMPROPER LOCATIONS OR FAILURE TO SHOW UTILITY LOCATIONS ON THE CONSTRUCTION PLANS. OTHER UNDERGROUND FACILITIES NOT SHOWN ON THE DRAWINGS MAY BE ENCOUNTERED DURING THE COURSE OF THE WORK. ALL INVERT ELEVATIONS SHOWN ON THE DRAWINGS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 2. IF CHANGED CONDITIONS ARE ENCOUNTERED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PROMPTLY OF (1) PREEXISTING SUBSURFACE CONDITIONS DIFFERING FROM THOSE INDICATED IN THE PLANS, OR (2) PREEXISTING UNKNOWN SUBSURFACE CONDITIONS, OF AN UNUSUAL NATURE. DIFFERING MA TERI ALLY FROM THOSE ORDINARILY ENCOUNTERED AND GENERALLY RECOGNIZED AS INHERENT IN WORK OF THE CHARACTER PROVIDED FOR IN THE CONTRACT. THE CONTRACTOR AND/OR THE OWNER SHALL MAKE NO CLAIMS TO THE ENGINEER FOR RECOMPENSATION FOR EXTRA WORK RESULTING FROM CHANGED CONDITIONS UNLESS THE ENGINEER HAS APPROVED THE WORK IN WRITING. (WSDOT SEC 1-04. 7) 3. THE CONTRACTOR SHALL CALL THE UTILITIES UNDERGROUND LOCATION CENTER FOR FlELD LOCATION OF ALL UTILITIES AND SHALL NOT BEGIN EXCAVATION UNTIL ALL KNOWN UNDERGROUND FACILITIES IN THE VICINITY OF THE PROPOSED WORK HAVE BEEN LOCATED AND MARKED. IF THE UTILITY IS NOT A SUBSCRIBER OF THE UNDERGROUND LOCATION CENTER THEN THE CONTRACTOR SHALL GIVE INDIVIDUAL NOTICE TO THAT UTILITY. (WSDOT SEC. 1-07.17 APWA SUPPLEMENT). 4. THE CONTRACTOR SHALL TAKE REASONABLE PRECAUTIONS AND EXERCISE SOUND ENGINEERING AND CONSTRUCTION PRACTICES IN CONDUCTING THE WORK. THE CONTRACTOR SHALL PROTECT EXISTING PUBLIC AND PRIVATE UTILITIES FROlvl DAMAGE DURING CONSTRUCTION. IF EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL llvlMEDIATEL Y NOTIFY THE OWNER AND THE ENGINEER. THE CONTRACTOR SHALL RESTORE THE UTILITY TO ITS EXISTING CONDITION. (WSDOT SECTION 1-07.17 APWA SUPPLEMENT). THE CONTRACTOR IS RESPONSIBLE FOR THE MENIS AND METHODS OF CONSTRUCTION FOR DESIGNS SHOWN ON THESE PLANS. 5. WHERE THE PLANS CALL FOR UTILITIES TO BE RELOCATED BY OTHERS, THE CONTRACTOR SHALL NOTIFY THE u·[ILITY COMPANY AND COORDINATE HIS WORK SO AS TO AVOID CONFLICTS. 6. ALL EXCAVATION, TRENCHING, SUBGRADE PREPARATION, FILL PLACEMENT AND COMPACTION AND ALL SOIL WORK IN GENERAL SHALL BE CONDUCTED IN COMPLIANCE WITH THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL ENGINEER AND THE CURRENT GEOTECHNICAL ENGINEERING REPORT (IF ANY). 7. ENGINEERING DESIGN AND APPROVAL FOR STRUCTURES SUCH AS, BUT NOT LIMITED TO, WALLS, PAVEMENT AND VAULTS MUST BE PREPARED BY THE APPROPRIATE PROFESSIONAL ENGINEER AND ARE NOT A PART OF THESE PLANS. APPROVAL BLOCK KING COUNTY NAME TITLE DATE :.a /? ;~{ S" ~,: .--...,.,, '<; ,.,~ ~·es PROJECT NO. 2007-14 -..,.,, \~; ";:J ·.;o DRAWN BY:-------------- LCD CHECKED BY: LCD I- <( ...J Ill.. I- Ill:: 0 ::c U) U) Ill:: N ::, I-0 ::c u.. Ill:: (!) u -w :::c :z 0 U) :z w m SHEET llTLE NOTES SHEET NO. C6 -U') = ~ 0 ,_ ,,.., U') 0 co 0 ' ; "' 4 ,, .. ,vu~r--·. -··.,. --~--·~~--0 ,--.,,.""-'· ~"--· ean 2 Worko,g Da)'11 Before You Dig 1-800-424-5555 Utlliliee Underg-ound Location Center (ID,MT,ND,OA.WA) A PORTION OF NW 1/4 OF THE SE l/4 OF SECTION 29-23-5 KING COUNTY, WASHINGTON 0.. >-f- U) 00 X w 0 w f-le. <( . 0 a:: z O __J o~D::.'.<C-Lc. • et:: ~ ~ 1-'- W aw W 0. . W 0 ~ U) u@ ' > 0.. f-a.. I-. r :::> ::J I-0 :: 0 a. -q-I W {/) u._m o_Z _J ::i O 5' Ni-_10 <D C/1 (/) 0 !Q'. lF L :/\SFMENT RE CORDrNG ~ J _ 94,0110 078 z ~ N ' N~ ~o le. Ul ..J . n o r--@ .w "0.. .N -JIii= ~lii°~.:i,~iii];1S1ECC:" ~~-- ,.!ff#= -- 1cl:1 ASPHALT TAPE R FIELD AD JUST GRADES TO DIRECT ROAD DRA INAG E TO ROA D GU TTER LINE GR APH IC SCALE 10 20 40 80 '~l'----"---'~~~_______J' ( IN FEET ) inch = 20 ft. LEGEND TO ASPHALT TAPER [XI STING PROPOSED / I ' .J ) ( I I I t, I I : y I " I ;"'l- 1 c / z i 1, AR EA DRAIN#1 (SEE DETAIL) ,,,, ,, RIM =420i50, IE 8"=417.83 ; 1 SLOPE AREA TO DRAIN IN THE i-' VIC INITY OF AREA DRAIN #1 B;s~L /1-:..,_;' / /• ! / ;:· , CONNECT TO EX 4 " '., , QfvAIN & F,EROUTE .. t/T'f~C!ti 't DITCH It_ . / I •\ ___ , : __ -, ! f -4~r::vc DRA :N '" (F![LD ) " .. ------~------------PROPERTY LINE 11)\) · .... ,.,.., .. .,~ .. 90.00 -ti'===--- R.O. W. CEN TERLl-1 E 1 EASE MEN T I ' GRADING CONTOUR SPOT ELEVATION GRADE BREAK ~w-WATER MAIN -S -SEWER MA IN/SI DE SEWE R -D -STORM, ROO F OR -------@---- -------0 ------- FOO~NG DRAIN DRY SLAB DRAIN FIRE HYD RAN T . WATER METER GA TE VALVE SEWER MA NHO LE SEWER CLEANOUT STORM CB CLEANOUT UTILITY POLE LOT LINE PROPOSED ASPHA LT PAVEMENT PRO POSED GRASS -CRETE I I I APPRO\VAL NAME I B LO CK KING CO UNTY TI TL E DA TE \J ' ~ r, -----------------'' 1., ··' ;} 00 00 r--0 0 0 "' "' "' l;i N 0 0 "' N N 0 0 00 0 "' 0 00 L.. 0 z u N ...;i (I) 0 w ~ ....:i (.) IX) "' co > <( .... cj' "' .... w 3= .... E (I) " "' 0 ..J "' 0 0 <( ~ .... 0 ~ (.) 0 ·o z " ~ .c (I) ~{ I (.) co ~ 0 -~ 0 li, ~c ·.:: w " Cl " " ~ ;!= Oc o'1! ::, co·- (I) co "' f-CO C ~ ~ .w z w NI w ~ Cl ::. l/ "": ..J ~ a. CO -0 <( o ·- ..J "'" ~ ~ " E ~ " w g r~ Cl ~ -" "' I ~ z <( "' _, 0 PROJEC T NO. 2007-14 DRAWN BY: LCD CHECKED BY: LCD ~ c 0 -" " Ct'. t- <( ...J D... t- 0::: 0 :::c Cl) Cl) 0::: N ::, t-0 :::c LL 0::: (!) (.) -w :::c z 0 Cl) z -en w .c al -0 .... w en 5 ro 0 SHEET TITLE GRADING & DRAINAGE PLAN SHEET NO. C3 ~ __ ; _\J..il!l,,,,,,e,,__ ____ ~--- ~· K"t°NG 'couNiv ""'·" Department of Natural Res c...._,;es FILE NO. NAME James Loran er ADDRESS 10801 SE 1701h ST Wate r and Land Re~ource Division PHONE 206-819-4735 Tl3l'AGE 65607 DRAINAGE INVESTIGATION REPORT FIELD INVESTIG~TION KROLL PAGE 601 DATE 4-25--07 MAINT.DIV1Sl0N 3 INITIALS · SAB J'.lET,l.lLS OF lNVESTlGATION: Met with James to investigate his report of a pipe that outlets onto his property. Investigation NTS reveals a CB on the south side of SE 1701h ST abutting the property owned by Ariel Cruz (#10801 SE 170li1 ST) who was also present. This CB appears to catch flows from the south side of SE 1701h ST from 1081h AVE SE to 109th PL SE and the runoff from a few properties. The CB outlets into a 18" CMP pipe which flows to the south through Ariel property and into a wide shallow ditch which flows southwest. This ditch terminates at James· side yard and sheet flows through his back yard causing a large puddle during rainy periods . The CB also has a 18" CMP entering it from the north which has apparently been blocked during the construction of the apartments on the north side of SE 170th ST. Both James and Ariel plan to develop their properties and would like the CB to flow to the north into the system on the north side of SE 170th ST that eventually drains south down 108th AVE SE keeping the stormwater off their properties .. SKETCH: ... • . ..._ .... .... .. ',~,,..... '"li~ ~ft-" <!f.f,·" ~ "' ..._ .. ._ K" •,.. '----------------------- • r; .; ~ I --~-------·-----~- L ___ l I I ---• -~--• • 1 I ~}~~;·/ ' I I ·-· ____. I 1------I ------. -~--1-----,- / ... - E. --(1) \ • ..... l J - D ) I .C'> • • • .. • J ---------- I .. ---- Al~ S,Tt, •• -·---- I i I i , • t I I I ' J • -- • - f I l ' < .. ~ --co \ , -· . ' .· ·. 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(..'.) w w w w '° '"' -"' '" zo 0 N N "' N -0 O'J N N N N N N N c,, N -ST N ST N "' N ST N "</' ,tj· 'I' "' °' (..'.) °' 0 °' C) °' Cl (..'.) (..'.) (..'.) (..'.) w u .. w u. w u_ w u_ 10+50 11+00 418.8// 6"C!v1P E. '"'~, i\\:/rir ! ~I I ~ , , '011''1<"1'"· " 1 s ·c~.r1r> s .. :lJ8 NE 1 1 {REMOVE E ca'.t;::i~.1gM:1 & ;; .. (S)LJC[JM~~ , .. + J 1-\. ? , · · · · CUT 18" NE) CMP & GROUT PIPE· ENDl 4" PV PERFORATED 100F DRAIC_N, ,o (~~;'. E. I / Tl. '!SU B" I . . . . . . . . . . . . . . . . . . . . I . I _ ---~ -PE @0.5% -.r/4·2,.17 IE=,1,1:: 32 !2''.ADS [,W CONNEr;T 12"PE (S) IE~417.22 ... ' 27.72LF 12" PE@0.50% FROM CB#1 TO EX CB 410 w z ...J 1/: ll'.'. .. Jw . " .. Q_ i ... I. I 0 ll'.'. Q_ ;- VJ < w 400 -0) "' <D " <D N ---~ -N N ST ST N N N N ST ST ST ST (') (') C) (..'.) (..'.) (..'.) w w w w w w 0) ro "' f') I') 0) "' zo "' ti) N 0 Lf) r') N --N N ST ST ~ -~ -N -N N -N -ST N ST ST N ST "' " ,tj• sr Q'. °' C) (..'.) w w °' °' 0 °' 0 °' 0 (..'.) (..'.) C) (..'.) w w u_ w u. w ,~ 11 +50 12+00 12+50 1:.1., GRAPHIC SCALE 10 20 40 80 I ; , ; ( IN FEET ) inch = 20 ft. APPROVAL NAME LEGEND EXISTING PROPOSED ...... ,.,--1()0 90.0D ---R--- PROPERTY LINE R.O.W, CENTERLINE EASEMENT GRADING CONTOUR SPOT ELEVATION GRADE BREAK -W-WATER MAIN ----ss -S --SEWER MAIN/SIDE SEWER ------'.'.'---- ····--·O········- ······0-··-·-··-"" ------0---------- [)(.J[J '.] ('.i'."i(l".1 -D -STORM, ROOF OR --..e--- ---·-·-•·--·-·--·-"""'" FOOTING DRAIN DRY SLAB DRAIN FIRE HYDRANT WATER METER GATE VALVE SEWER MANHOLE SEWER CLEANOUT STORM CB --@--STORM MANHOLE --o---CLEANOUT U-nl!TY POLE -----LOT LINE PROPOSED ASPHALT PAVEMENT PROPOSED GRASS·CRETE BLOCK KING COUNTY TITLE DATE DEV~i~~[~!'[P1./\NJ\!ING ' ,r:i\ ro;,~ .JUL 3 0 WOB ~if ''• r ·r:i;tJV~-tp ~ ill.:,'. co "' I'-0 0 0 u, "' u, ~ "' 0 ~ C <D "' "' 0 0 ~ co 0 u, 2 co z 0 "' _J -< z -0 0 c= z 0 c= D Lu < w °' ::. S" r:: I-:J (/) m w "' ::::, ;'5 ~ 0 _J w LI-~ "' fr' ,. u ~ LI-"' "' "' 0 (D w °' ::::, w (/) u o._ ,_ > >-0 °' z w < °' z u ::. "' "' _J _J fr' w w w °' °' o._ o._ o._ "' -I 0 z u ~ en w ~ 0 5 (j' a:: w en ...J < ~ 0 z I 0 ~ ~ 0 w "' -'11 I- 0 ~ z w ::::;; o._ ~ 0 ...J ~ \';' w \.!) C, C, ~ z < ...J PROJECT NO. 2007-14 DRAWN BY: LCD CHECKED BY: LCD <( "" c· 0 ~ " '" °' I- <C ...J c.. I- 0::: 0 :::c en en 0::: N I-0 ::::::, :::c LL 0::: (!) (.) -w :::c z 0 en z ~ V, w = ~ CD 0 I'- w V, 0 "' 0 SHEET TITLE SE 170TH ST FRONTAGE IMPROVEMENTS PLAN & PROFILE SHEET NO. C4 -,--- 1 - ~ C> > u X Call 2 Workirg Daya Before You Dig 1-800-424-5555 utilltiea Underground Location Cerner (ID,MT,ND,OR,WA) A PORTION OF NW 1 / 4 OF THE SE 1 / 4 OF SECTION 29-23-5 KING COUNTY, WASHINGTON ' f--z w ::,; w (/) <( w ' I 1 I L EXPIRES 01/12/08 20 0 ~~--~ GRAPHIC SCALE IO 20 40 , , : ( IN FEET ) 1 inch = 20 ft. HE~J_) COF~ W.C, S. STATE P NJE COOFW. POS!TIOI~ FT# w ~,,I _•+I 'C ;1·1 /' ror· ! Tf'J ·"1i ,-, I/! r• D / t I ,__, \l 1 \ \JL_ LJ -\ \,,,71-.::, r\ ,j ,, T " ! \]. I • ~. 60 I PROJECT NAME: OWNER /DEVELOPER: CONTACT: MR. ARIEL CRUZ 3318 30TH AVE SE #B506 SEATTLE, WA 98126 PH (206)779. 7076 EMAIL: alkibeachseattle@yahoo.com LAND SURVEYOR: BT SURVEYORS 12415 9TH DRIVE 98208 PH 425.402.6581 SE, EVERETT, WA EMAIL: brianr@btsurveys.com CONTACT: BRIAN RAUUM, PLS CONSUL TING ENGINEER: LD ENGINEERING, LLC 105 HARVARD AVE E, #106 SEATTLE, WA 98102 PH (206)412.6660 EMAIL: LD_ENGINEERING@YAHOO.COM CONTACT: LEONARD DIFRANCESCO, MS, PE UTILITY PROVIDERS: WATER/SEWER: SOOS CREEK WATER & SEWER DISTRICT FIRE: KC FIRE PROTECTION DISTRICT #40 SCHOOL: RENTON #403 POWER: PUGET SOUND ENERGY TELEPHONE: QWEST CABLE: AT&T BROADBAND ==V=IC=l=N=~T=1:=._ =M=A=P=~ LEGEND ', ·LEGAL DESCRIPTION PARCEL A DESCRIPTION: EXISTING · --· -· ... 1 \)0 -·-·· ...... --ss-- --SU- ·---·)< ---- ----------()---- ---·----e--- -c--- i:::r::: ·-,. :J0:.10 WWrJ~l PROPOSED ------PROPERTY LINE R.O.W. CENlERLINE EASEMENT THE WEST 234 FEET OF THE NORTH 81 FEET OF THE SOUTH 1972 FEET OF fHE SOUTHEAST QUATER OF SECTION 29, TOWNSHIP 23 NORTH, RANGE 5 EAS1, W.M.; EXCEPT THE WEST 42 FEET FOR COUNTY ROAD. SUBJECT TO A PERMANENT AND PERPETUAL ROADWAY EASEMENT OVER, ABOVE AND ACROSS THE NORTH 8 FEET THEREOF, AS RECORDED UNDER AF #4830148; SITUATE IN THE COUNTY OF KING, STATE OF WA. RECORDED UNDER -----100-- 90.00 ---_..=-- ---R---- -w- GRADING CONTOUR SPOT ELEVATION GRADE BREAK WAlER MAIN 1 RECORDING NUMBER 8011069005, CONTAINING 17,181 SQ. FT. OR 0.3944 ACRES. PARCEL B DESCRIPTION: 292305 28 N 80 FT OF S 1891 FT OF E 224 FT OF ·. FT OF SE 1/4 LESS ST W 254 -S -SEWER MAIN/SIDE SEWER : SITUATE IN THE COUNTY OF KING, STATE OF WA. · CONTAINING 16,969 SQ FT. OR 0.390 ACRES. -D- -e--- ----®------ --0---- STORM, ROOF DR FOOTING DRAIN ORY SLAB DRAIN FIRE HYDRANT WAlER MElER GATE VALVE SEWER MANHOLE SEWER CLEANOUT STORM CB STORM MANHOLE CLEANOUT UTILITY POLE LOT LINE BASIS OF BEARING: SOUTH 1 / 4 CORNER SEC. 29, KCDPWSB PT. #2883 N.165408.919 E.1303018.658E & INCLUDING THE NORTH 1/4 CORNER OF SEC. 29 CITY OF RENTON POINT ID 2862 N.170706.002 E.1303177.356 ! . STATE PLANE GRID SYSTEM WA NORTH ZONE, BEARING OF N.014258E VERTICAL DATUM: ; KING COUNTY DATUM (NAVD 88), RENT1863 (POINT ID: 6145). COPPER PIN SET IN THE TOP OF A ROUND CONCRETE MONUMENT, SET 1.1' BELOW IRON MONUMENT CASE AT THE INTERSECTION WITH SE 168TH ST AND 116TH AVE SE IN CENTER OF INTERSECTION. ELEVATION = 459.05 FEET INSTRUMENT & PRECISION • PENTAX R-325NX TOTAL STATION WITH A TRIMBLE 4700 GPS RECEIVER (YRS). TRAVERS EXCEEDS 1: 20,000 CLOSURE PROPOSED ASPHALT PAVEMENT PROPOSED GRASS-CRETE Le! VJ N rD 7! ' . PROPERTY INFORMATION: ADDRESS: PARCEL A: 10801 SE 17oth St, Renton, WA KING CO Parcel 2923059026 ZONING: R-18 98055 PARCEL A AREA: 17,181 SF (0.3944. AC) BUILDING SETBACK FRONT = 10' SIDE = 5' LINES (BSBL) =============---=====:i COMPLETED PROJECT WILL HAVE 8 TOTAL UNITS (2 EXISTING, 6 PROPOSr:D) REQUIRED ON-SITE REC SPACE FOR 8 UNITS = 1,360 SF APPROVAL NAME BLOCK KING TITLE ~~©~~W~[Q) JUN 2 5 2008 KING COUNTY \REVISION SHEET INDEX SITE PLAN EROSION CONTROL PLAN GRADING & DRAINAGE PLAN SE 170TH PLAN & PROFILE DETAILS NOTES COUNTY DATE C1 C2 C3 C4 C5 C6 DEii ---------------------- PROJECT NO. 2007-14 ORA 1\1,J BY: LCD CHECKED BY: LCD I- <C ....I CL I- 0::: 0 :c: Cl) Cl) 0::: I-0 :c: LL (!) -w :c: z 0 Cl) z w m <D N N oo~ "' 0 N ::::, 0::: (.) SHEET TITLE SITE PLAN <( 3' c 0 -C " n: -(f) = -0 r-- w (f) 0 "' 0 • 1-w 0 ~ 0 > 0 X KING COUNTY STANDARD PLAN NOTES L.ast Update 1 /29 /99 Standard p lan notes must be include d on al l plans. At \he applicant's discret ion, project, may be omitted; however, \he remaining notes mus\ no\ be renumbered. omitted, \he remaining notes should be numbered 1, 2, 4, 5, 6, etc. GENERAL NOTES notes, which in no way apply to \he For example, if Gener al Note #3 were 1. All construction shall be in accordance with \he King County Code (KCC), King County Road Standards (KCRS), King County Su rface Water Design Manual (KCSWDM) and the conditions of preliminary subdivision approva l. It shall be t he so l e responsibility of the applicant and t he professional civil engineer to correct any error, om ission, or variation from the above requirements found in these plans. Al l corrections shall be a\ no addit i onal cost or lia bil ity t o King County. 2. Th e design elements within these plans have been reviewed accordin g to the King County Department of Developm ent and Environmental Se rvices (DDES) Engineering Review checklist. Some elements may have been overlook ed or missed by th e King CO plan reviewer. Any variance from adopted standards is not allowed unless specifically approved by King County prior \o construction. 3. Approval of this road, grading, and drainage plan does no\ constitute an approval of any other construction (e.g., domestic water conveyance, sewer conveyance, gas, electrical, etc.). 4. Befor e any cons t ruction o r deve l opment activity, a preconstruction meeting must be held between t he King CO Land Use Inspection Section, the App l icant, and the Applicant's Construction Representative. 5. A copy of these approved plans must be on the job site whenever constr-uc\i on is in progress. 6. Con struct ion noise shall be limited in accordanc e with King County Code (Section 12.88); normally, this is 7a.m. to 10 p.m. on weekdays and 9 a.m. to 10 p.m. on weekends. 7. It shall be the Applicant's/Contractor's responsib ility to obtain all construc ti on easements necessa r y before initiating off-s ite work with i n t he road righ t -of-wa y. 8. Franchised utilities or other installations \ha\ are not shown on these approved plans shall not be constructed unless an approved set of plans that meets all requirements of KCRS Chapter 8 is submitted \o the King CO Land Use Inspection Section three days prior to construction. 9. Datum shall be NAVD 1988 unless otherwise approved by King CO. 10. Groundwater system construction shall be within a right-of-way or appropriate drainag e easement, bu\ not underneath the roadway section. All groundwater systems must be cons t r uc ted i n accordance with Sect ion B1 3.02 of \he APWA Standard Spec i fica ti ons. 11. All utility trenches shal l be backfilled and compacted t o 95 percent densi t y. 12. All roadway subgrade shall be backfilled and compacted to 95 percent density (WSDOT 2-06.3). 13. Open cutting of existing roadways is not allow ed unless specifically approved by King CO and noted on these approved plans . Any open cut shall be restored in accordance with KCRS 8.03(6)3. 14. The Contractor s h a l l be responsible for prov iding adequate safeguards, safety devices, protective equipment, floggers, and any other needed actions to protect th e li fe, health, and safety of \he public, and t o pro te ct property i n connection with the performance of work covered by t h e contractor. Any work wi thi n the traveled ri ght -of-wa y tha t may interrup t normal traffic flow shall req uire at least one f l ogger for each lone of tra ffic affected. Section 1-07.23, "Traffic Control," of the WSDOT Standard Specificati ons shall apply in its entirety. DRAINA GE NOTES 1. Proof of liabi l i ty insurance sha l l be subm itted to King CO prior to the preconstruct i on meetin g (KCC 9.04.100.D). 2. All p ipe and appurtenances shal l be la i d on a properly prepared fou n dation in accord,mce with WSDO T 7-02.3(1). This shall include le veling and compact ing t he trenc h bottom, the top of \h e foundation material and any required pipe bedding to a uniform grade so that the entire pipe is supported by a uniformly dense unyi eld ing base. 3. Steel pipe shall be galvanized and have asphalt trea tment #1 or better inside and outsid e (KCRS 7.03). 4. All drainage structures, such as catch basins and manholes, no\ located within a traveled roadway or sidewalk shall have solid locking lids. All drainage structures associated with a permanent retention/detention facility shall hove so lid locking lids (KCRS 7.05). 5. All catch basin grates sha l l conform to KCRS draw ing numbe rs 2-013, 2-D18, 2-019, or 2-020 , and sha l l in clude \he stamping "OUTFALL TO STR EAM, DUMP NO POLLUTANTS" and "Property of King County" (KCRS 7.05). 6. All driveway culverts located within King County right-of-way sha ll be of sufficient length to provide a minimum 3: 1 slope from \he edge of the driveway to \he bottom of the ditch. Culverts shall have beveled end sections to match the side slope (KCRS 7.03(L), Drawing No. 2-001 ). 7. Rock for erosion protection of roadway ditches, where required, must be of sound quarry rock, placed to a depth of 1 foot, and mus t meet the following specifications: 4"-8"/40-70% passing; 2"-4" rock/30-40% passing; and 2" minus rock/10 -20% passing. Instal l ation shal l be i n accordance with KCRS 7 .02(6), Drawing No. 2-024. 8. Drainage outlets (stub-outs) shall be provided for each individual l ot , except for those lots approved for infiltration by King County. Stub-outs shall conform \o the following: a) Each outlet shall be suitably located a\ the lowe st elevation on \h e lo\, so as \o service all future roof downspouts and footing drains, driveways, yard drains, and any other surface or subsurface drains necessary to render the lots suitable for \heir intended use. Each outlet shall have free-flowing, positive drainage to an approved stormwa\er conveyance system or to an approved outfall location. b) Ou t let s on each lot sha l l be l ocated with a five-foot -high, 2" x 4" stake marked "storm" or "drain". The stub-out shall exte nd above surface level, be v isib le, and be sec u red to the s t ake. c) Pip e materi al shall conform to underdrain specifications described in KCRS 7.04. If non-metallic, the pipe shall contain wir e or other acceptabl e detection. d) Drainage easements are r equire d for drainage systems designed \o conve y flows through individual lots. e) The Applicant/Contractor is responsib le for coordinating the locations of all stub-out conveyance lines with re spect to u ti lit ies (e.g., powe r , gas, telephone, tel evision, etc .). f) All indivi dual stub-outs shall be privately owned and ma in taine d by the lot homeowner. A PORTION OF NW 1/4 OF THE SE 1/4 OF SECT ION 29-23-5 KING COUNTY, WASHINGTON EROSJON AND SEDIMEN T CONTROL NO TES 1. Approva l of t his erosion and sediment control (ESC) plan does not constitute an approva l of permanent road or drainage design (e.g., size and location of roads, pipes, res\rictors, channels, retention facil i ties, utilities, etc.). 2. The implementation of these ESC plans and the construction, maintenance, replacement, and upgrading of these ESC facilities is \he responsibility of th e applicant/ESC supervi sor until all construction is approved. 3. The boundaries of the clearing limits shown on this plan shall be clearly flagged by a continuous length of survey tape (or fencing, if requ ired) prior to construction. During the construction per iod, no d is turbance beyond the clearing limits s ha ll be permitted. The clearing limi ts sha ll be ma i n t ained by the applicant/ESC supervisor for \he duration of construction. 4. The ESC facilities sho wn on this pl an must be constructed _pr ior to or in conjunction with all clearing and grading so as to ensure that the transport of sediment to surface waters, drainage systems, and adjacent properties is minimized. 5. The ESC facilities shown on this plan are \he minimum requi re ments for anticipated site conditions. During the const ruction period, these ESC facilities shall be upgraded as needed for unexpected storm events and modified to account for changing site conditions (e.g., additional sump pumps, relocation of ditches and silt fences, etc.). 6. The ESC facilities sha ll be i nspected da il y by t he ap plicant/ESC superviso r and ma intained to en s u re conti nued proper functioning. Writte n records shal l be kept of weekly reviews of the ESC fac il ities during t he wet season (Oct. 1 to Apr il 30) and of monthly reviews during \he dry season (May 1 to Sep\. 30). 7 . Any areas of exposed soils, including roadway embankment s, that will not be disturbed for two days during \he wet season or seven days during the dry season shall be immediately stabilized with the approved ESC methods (e.g., seeding, mulching, plastic covering, etc.). 8. Any area needing ESC measures not requiring immediate attention shall be addressed within fifteen (15) days. 9. The ESC faci l ities on inact ive sites shall be inspected and m a intained a minimum of once a month or within forty-eigh t ( 48) hou rs follow i ng a storm even\. 10. At no time shall more than one (1) foot of sediment be allowed to accumulat e within a catch basin. All catch basins and conveyance lines sha ll be cleaned prior to paving. The c l ean ing operation shall not flush sediment-l ade n water into the downstream system. 11. Stabilized construction entrances and roads shall be installed at the beginning of construction and maintained for the duration of \he project. Additional measures, such as wash pads, may be required to ensure that all paved areas are kept clean for the duration of the project. 12. Any permanent flow control fa ci li ty used as a temporary settling basin shall be mod i fied with t h e necessary erosion control measures and shall provide adequate storage capacity. If \he facility is to function ultimately as an infiltration system, the temporary facility must be graded so that the bottom and sides are at least three feet above the final grade of the permanent facility. 13. Where straw mulch for temporary erosion control is required, it shall be applied at a minimum thickness of 2 \o 3 inches. 14. Prior to the beg inni ng of the we t season (Oct. 1), all disturbed areas sha l l be reviewed to identify which ones can be seeded in p reparation for the winter rain s. Disturbed areas shall b e seeded within one wee k of the beginn ing of \he wet season . A sketch map o f t h ose areas t o be seeded and those areas to remain uncovered shal l be subm i tted to \he DOES inspe ctor. The ODES inspector can require seeding of_addi\ional areas in order to protect surface waters, adjacent properties, or drainage facilities. STRUCTURAL NOTE S ··"-< - 1. These plans are approved for standard road and drainage improvements only. Plans for structures such as bridges, va ult s, and reta in ing walls requ ire a separate review and approvc l by DDES prior t o construction (KCC 16.04. 16.70, 14.20). 2. Rockeries are considered to be a method of bank stabil iz ation and erosion contro l. Roc keries shal l not be constructed to serve as retaining walls. A ll rockeries in County road right-of-way shal l be constructed in accordance with KCRS drawing numbers 5-004, 5-D05, 5-006, and 5-007. Rockeries outside of road right-of-way s hall be constructed in accordance with the Uniform Building Code. RECOMMENDED CONSTRUCTION SEQUENCE 1. Pre-construction meeting. 2. Flag or fence clearing limits. 3. Post Notice of Const ruction Activity sign with name and phone number of ESC supe rvisor. 4. Install catch basin protection if required. 5. Grade and install construction en\ronce(s). 6. Install perimet er protection (silt fence, brush barrier, etc.). 7. Construct sediment ponds and traps. 8. Grode and stabilize construction roads. 9. Construe\ surface water contro l s (intercepto r d ikes, p ip e slope d ra ins, etc.) simu l taneous l y with clearing and grading for project development. 10. Maintain erosion control measures in accordance with King County standards and manufacturer's recommendations. 11. Relocate surface water controls and eros io n contro l measures or install new measures so that as site con ditions change the erosion and sediment control is always in accordance with the King County Erosion and Sediment Control Standards. 12. Cover all areas that will be unworked for more than seven days during \he dry season or two days during \he wet season with straw, wood fiber mulch, compost, plastic sheeting .or equivalent. 13. Stabilize all areas that reach fina l grade within seven days. 14. Seed or sod any areas to remain unworked for more than 30 days. 15. Upon completion of the project, all disturbed areas must be stabil ize d and bes\ management practices removed if appropriate. LD ENG INE ERI NG LLC GENERA L ENGINEE RING NOTES: 1. EXIS TING UTILITIES AND UNDERGROUND STRUCTURES SHOWN ON THE PLAN ARE BASED UPON THE BEST AVAILABLE PUBLIC RECORDS AND/OR PRIVATE RECORDS AS SUPPLIED BY THE PROJECT OWNER AND/OR DATA OBTAINED VERBALLY FROM OWNERS OR OFFICIALS ASSOCIATED WITH TH E PARTICULAR UTILITY. NEIT HER THE OWNER NOR THE ENGINEER GUARANTEE THE ACCURACY OR COMPLETENESS OF THIS IN FORMATION AND ASSUME NO RESPONS IBILIT Y FOR IMPROPER LO CATIONS OR F AILURE TO SHOW UT ILIT Y LOCATIONS ON THE CONSTRUCTION PLANS. OTHER UNDERGROUND FA CILIT IES NOT SHOWN ON THE DRAWINGS MAY BE ENCOUNTERED DURING THE COURSE OF THE WORK. ALL INVERT ELEVATION S SHOWN ON THE DRAWINGS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 2. IF CHANGED CONDITIONS ARE ENCOUNTERED, THE CONTRACTOR SHA LL NO TIF Y THE ENGINEER PROMP TLY OF (1) PREEXISTING SUBSURFACE CONDITIONS DIFFERING FR OM THOS E INDICATED IN THE PLANS, OR (2) PREEX IST ING UNKNOWN SUBSURFACE CONDI TIONS, OF AN UNUSUAL NATURE, DIFFERING MATERIALLY FROM THOSE ORDINARI LY ENCOUNTERED AND GENERALLY RECOGNIZED AS INHERENT IN WORK OF THE CHARACTER PROVI DED FOR IN THE CONTRACT . THE CONTRACTOR AND/OR THE OWNER SHALL MAKE NO CLAIMS TO THE ENGINEER FOR RECOM PENSATION FOR EX TRA WORK RESULT ING FR OM CHANGED CONDITIONS UNLESS THE ENG INEER HAS APPROVED THE WORK IN WR ITING. (WSDOT SEC 1-04. 7) 3. THE CONTRACTOR SHALL CALL THE UTILITIES UNDERGROUND LOCATION CENTER FOR FIELD LOCA TION OF. ALL UTILITIE S AND SHALL NOT BEGIN EXCAVATION UNTIL ALL KNOWN UNDERGROUND FACILI TIES IN THE VICINITY OF THE PROPOS ED WORK HAVE BEEN L.OCATED AND MARKED. IF THE UTILITY IS NOT A SUBSCRIBER OF THE UNDERGROUND LOCATION CE NTER TH EN THE CONTRACTOR SHALL GIVE INDIVIDUAL NOTICE TO THAT UTI LI TY . (WSOOT SEC. 1-07.17 APWA SUPPLEMENT). 4. THE CONTRACTOR SHALL TAKE REASONAB LE PRECAUTIONS AND EXERCISE SOUND ENGINEER ING AND CONSTRUCTION PRA CTICES IN CONDUCTING THE WORK. THE CONTRACTOR SHALL PROTECT EX IST ING PUBLIC AND PRIVATE UTILITIES FROM DAMA GE DURING CONSTRUCTION. IF EXISTING UTILITIES ARE DAMAGED, THE CONTRAC TO R SHALL IMMEDIATELY NO TIFY THE OWNER AND TH E ENGI NEER. THE CONTRACTOR SHALL RESTORE THE UTILI TY TO ITS EX ISTING CONDITION. (WSDOT SECTION 1-07 17 APWA SUPPLEMENT). THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND MET HO DS OF CONSTRUCTION FOR DESIGNS, SHOWN ON THESE PLANS. 5. WHERE THE PLANS CALL FOR UTILITIES TO BE RELOCATED EiY OTHER S, .THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANY AND COORDINA TE HIS WORK SO AS TO AVO ID CONFLICTS. 6. AL L EXCAVA TION , TRENCH ING, SUBGRADE PREPARATION, FILL PLACEMENT AND COMPACTION AND AL L SOIL WORK IN GENERAL SHALL BE CONDUCTED IN COMPLIANC E WITH THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL ENGINEER AND THE CURRENT GEOTECHNICA L ENGINEERING REPORT (I F ANY). 7 . ENGINEERING DESIGN AND APPROVAL FOR STRUCTURES SUCH AS, BUT NOT LIMITED TO, WALLS, PAVEMENT AND VAULTS MUST BE PREPARED BY THE APPROPRIATE PROFESS IONAL ENG INEER AND ARE NOT A PART OF THESE P L ANS. APPROVAL BLOCK KING COUNTY NAME . TITLE DATE DEVELOPMEwr,.. ~ a1., CITY O'~ n 1··~ ~"~1,.,i'II/t-JG ______________ c_ri.::r ro.,_ti __ · __ _ JUL 3 0 2GUll~--- REiCEIVt_l) ___ _ u '" ~ (/) 0 w co ~ (.) mw 5 < :::: c.5 "' w 3: '-: E (/) " (3; 0 -' -0 O < :t: '"' 0 ~ (.) Cl • O Q) <O .£: z (/) 0 0 :r: N >, (.) CD ;;:@ w 0 0 o, ,- ~ 0 v-'4~ C "it:: ·c w " 0 " ., ~ 0 C: "l ·-(0 ·-:, <O Cl' ,-(/) <D C 0 ~ .w z • N I w w ~a :::; (l) "T _! a. > . ~ g < 8= 0 ~ w -0 NE > '-ID 0 ~ w §! C 0 '-0 0 .c 0 I a. ~ z < \0 -' 0 - PROJECT NO. 2007-14 DRAWN BY: LCD CHECKED BY: LCD f c 0 ~ C '" "' I- <( ...I CL I- 0:::: 0 :c en en 0:::: N t-0 :::> :c LL 0:::: c:, u -w :c z 0 U) z ~ lf> w .c ~ ca 0 " -w lf> 0 co 0 - SHEET TITLE NOTES SHEET NO. C6 c-w 0 ~ 0 > u X J. "'*ltl~ll)- $1.DPE OR 11.112 FT/FT. EXTRUDED ASPHALT OR CEMENT CONCRETE CURB J.~ UO\INJABI E CEMENT CONCRETE CURB --·~,·---11' I -~r,· ,,. 2'-0" •IIOT'E:TOPOfll'.KfllRl'IEWA'l'S.. CEMFN[ CONCRETE ROI I ED CllRB CEMENT CONCBfTF CURB &; GlillER N01ES: 1. SEE SE:C. J.C4-K.C.R.S. FOR JOINf REQUIREMENTS. 2. ROLL GUTTER TO WATCH POSfTr.'E SUPEREL&'ATION. J. SEE DRAWING NO. 1-006 fOR CONFIGURATION OF ALL & WAU<WAY BEHIND CURB IF REQUIRED, 4. FOR INTEGM. POUR CONSTRUCTION, 1/4" EDGEil GROOVE MAY REPLACE EXPANSION JOINT !IT INTERFACE BE:TWEEN THE: CURB AND ADJACENT SIDEWALK. Ii. SEE SEC. J.03 FOR EXTRUDED CURB ANCHORAGE. '°"" l'." COMPM.1!D DE?TH CU.SS B 1 -·-4• IIIN. CCIIINOlED DEPTH 1 ASl'tW.T JJWiTEll B,l,SE RICIIT\OW,I.. 1Rf"Jil\E;T MAY 1!1E REQUIRDI llEl'EMl)IHG OH SOIL CCMDlllOt6 SEE SEC. 4m CURB DETAILS 102 1. TttlS DRAWING IUUSTIWES A lYPICAL ASPJ-W.T CONCRETE R(W) SECTION, Al.TERNA.TM: I. FOR OTHER AI..TERNAlM:S NjD POSSIBLE REOUIREMOOS FOR F'AACTIJREO AGGREGATE OR INCREASED Tl-llCKNESS OF SURFACING MATffilALS.. $0: SECS. 4.01 AND 4.02. 2. GRADES: MINIMUM MAXIMUM o.sx SEE SECS, 2.0J AND 2.11. J, SEE CIW'TER 7 FOR CA.TCH !JASIN NjQ STORM SEWER LOCATIONS. SEE DWG. NO.S 2-0111, 2-020, AND 2•021 FOR GRATE DE:TAILS. -4. FOR WIDTHS or PAVEMENT NJO RIGtfT-OF-WAY, SEE SECS. 2.0J. 5. FOR CLEARANCE OF UTILITY pOLES SEE SEC. 8.02G AND DWG. NO. 5-001. 6. stE SEC. 5.02 FOR SIDE SLOPE REQUIREMENTS. ROLLED CURB TYPE ROADWAY 64 ,-----NOS Squo.re Polyethylene \,/'Ith U.V. Il'lhlbltor-/ Ca.s Ir-on / Go.\Yo.nlzed Steel Grote or o.pproYed equo.L ;-----.,o:s 6' Riser If' Requl~d or ApproY,id Equo.l \ e to llro.ln ----Bo.ckflll with Col'lpo.cted Soll ---=:s 9', 12', or 1B' :Squ<1re Co.tch B<1sln .,,. <1pprovvd equ<1l o----..o:s Unlver-so.l Cutlet or Approved Equo.l orrugo.ted Pipe f-----C,rushed o.nd CoMpo.cied :Stone 8NDS ----NDS SQUARE GRATE ~ITH NDS SQUARE CATCH BASIN ' ,.--·l!OulJI.AR C'li(; PAVE},1£NT SHALL BF ,',fu)'>Sf:R"F~ / Q~\lBL<i.iJK O?. £()(!PL i\S'l.A'.:.rn Prn ~/ MPc~!cFAC.:"\JiS!:''.; iff.CGM&'."..NGAflCf>S. lJACI\CiLL W/rDF':.iC0iL &. SEED 't.11H LAWN QRF,;>,i I/IX. --(>" Cb''}I ff 1~ fO Ci<IJSHE:D aWCf( W/ ti:N ;!0% :;;p,\Cf:. bX W/rGPSOi~ l'O i>ROP0R i"tJtiS C:QUN !C,G G!iT NOT EICE"l':';iN(; J\GGRf:GA. e:: VCIJ Vi.RCfN ,p._G,,:. C'.J.'.PACT TG 9~7. w::D. i"R'.JGT:"Jcl ""-COVPACTG:t SIJOGRf.OC 3-002 '" ·- ' 1-003 """' 1. TREES Stw.L GDIERAU.Y BE PWffi'.D SACK OF THE SIDE.WALK. PLANTING STRIPS WILL BE APPRQ\lrn ONLY AS PART Of A ~DSCAPIOO PUiN IN WHICH Pl.ANT MAl~CE:, COMPATIBIUlY WITH UTILITIES, ANO TRAFFlC !WEJY ARE DULY CONSIDERED. 2, IF PLM1llNG 5mlPS ARE APPROVED: A. MIN. DISTANCE FROM CENrER. OF J,Jff TREE TO NEAREST EDGE OF VERTICA.I. CURB SI-W..L 8£ 4 FEEf. B, TREES SHALL BE STAl<ED IN A MANNER NOT TO OOSTRUCT C, IN CASE OF BLOCK-OLJTS, MIN. Cl.EAR SIOEWAI.X WIDTI-l SHAl.1 BE 5 FEET IN RtSIDENTlAI. OR 8 FEET IN BUSINESS J. ON BUS ROUTES. PLANS SHALL BE COORDINATED Wffil METRO SERVICE Pl.ANNINO. PHONE 11!14--1622. A ' SIOEWAI..I( TRAmC. DISTRICTS. flll GC.GILCH REi'0;n ('l5.1: MOD :·>/iJ)C!ORj 4. SEE SEC. 5.0J. I I A PORTION OF NW 1/4 OF THE SE 1/4 OF SECTION 29-23-5 KING COUNTY, WASHINGTON ,~· B ~~ ,~~( ~~! • .~~, i~~. ~~ ·~~ i~~ o~~ m ~" !! ~· -. P.C.C. SUlOIAl.l( SFCTION A A MOTES: I. SET f'RAME TO GRADE AND CONSTRUCT ROAD AND CURB TO BE FLUSH AT FRONT AND IW:K OF FRAME. 2. SEE SEC. 7.0li. J, 1HE WORDS "PROPERTY OF KING COUNTY"' Sl-W.l. BE OMITTED IF GRATE IS ON A PRIVATE S'm"EM. 4. NOT TO IIE USED ON TlilCKENED EOOE: ROADWAYS. ROLLED CURB FRAME & GRATE INSTALLATION 92 2-020 SIDEWALK AND RAMP-1'\J ,:IN. / PROPOSED SURr"AcE CEMENf CONCll(T[ h~ -1 MATCH HISTING QR / 1,:-----,~/ /1.SPHAU CONCRETE " ,·• .,e,·,,, ,_ , '· ~ I;' SH{)UL[)H/ ~M'Y'Jw&->/)y. -~--, SECTION A A ~ SEE SEC. J.02 tOR SIDEWALK \l'IDTHS. z. SEE SECS, 2.0? At-!cl 2.DJ FOR PAVD.'EIH AND SHOULDER '/IIDL~S. J. SKOULDER Srl',Ll BE SURFACED AS REQUIRED BY SECS. 3.07 AND 4.01. PAVf'.D Sr10 1JLDER SLOPE SKALL MATCH CROWN SLOPE OR 0.02 FT./FI, 4. SEE "-G, 3-001 FOR CURB AND SIDEWALX JOINTS @ RAM!' SHALL :lt. TEXTURED usmc IRUND\ltU [.)QI,[ DATTERN. (SEE FIG 3-011,) DETECTAfllf. WEARING PATT[RN SHALL BE YELLOW IN Cm,!PL•liNC:'. \1/ITH WSDOT STANDARD SPECIFICATIONS ~-14.3(3) 6. THIS OE:TAJL APPLIES TO RCLLED ANO vrnrn:.AL CURB ROADWAYS. Oct""'""t ,;i ,,,..,,,.,e.,to, Ro,0 s,r,c,., vM~oc ,c~; ~"i"" """ Co·"t,v.;U.,,, SO,nd"~' CEMENT COl'JCRETE SIDEWALK TRANSJTION TO ASPHALT SHOULDER FIG. 3-014 )-2-1 I" ltl5ER SECOON .JLI L .. , .. m. 1 m. 17 1/4" . ~- SECTION A A MOTES: I. WiTERIAL IS CAsr IRON ASTM M8 CL.A.5S 30, 2. SEE SEC. 7.05. J. THE WORDS "PROPERTY OF KING COUNTY'" SW.U.. BE OMITTED IF ON A PRIVATE SYSTEM. 4. NOT TO BE: USW ON THICKENED EDGE: ROADWAYS. "°""' 1. CURB INL.Ef TO BE CONSTRUCTED IN ACCORONICE WrT11 ASTM C478 & C690 UNLESS OTHERWISE SHOWN ON Pl.MlS OR NOTED IN TliE STANDARD SPECIFICATIONS. 2. 1'S AN ACCEPTABLE ALTERNATIVE TO REBAR. WELDED WIRF.: FABRIC HAVING A MIN. AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY TO ASTM M!l7. WIRE FAIIRIC SHALL NOT BE PLACED IN KNOCKOUTS. J. AU.. RElNFORCED CAST-IN-PLACE CO~ SHALL BE Cl.ASS .4000. 4. PRECAST BA.SES SHALL BE RJRNISHED WllH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL HA.VE A WALL THICKNESS OF 2° MIN. ALL PIPE SHALL BE INSTALi.ED IN FACTORY PROVIDED KNOCKOUTS. UNUSED KNOCKOUTS NEE!l NOT BE GROUTED IF WALL 15 LEFT INTACT. 5, KNOCKOUT OR CUTOUT HOLE SIZE IS EQIJ,,II. TO PIPE OUTER DIAM. PWS CURB INLET Wfil TI-llCKNESS. 6, ROUNO KNOCKOlJTS MAY BE ON AU. 4 SIOES Willi t.W<. DIAM. OF ir. 7. THE MAX. DEPTH FROM '!HE RNISHED GRADE TO THE PIPE INVERT IS 5'-0". !I. THE TAPER ON THE SIDES OF lHE PRECAST BASE SECTION AND RISER SECTION SHALL NOT EXCEED 1/2"/FT. 11. CONCRETE INLET FRAME AND CRATES SHALL BE IN ACCORDANCE: wmi STANO,,IRD SPECIFICATIONS AND Mil THE STRENGTH REQUIREMENTS Of FEDER"'I... SPE:CIFJCATION RR-F-621D. MATING SURFACES SHALL BE FINISHED TO ASSURE NON-ROCKING m WITH N,f'( OTHE:R CO\'ER POSmON. 10. f'RAME AND CRATE MAY BE INSTALLED wrn; Fl.,\l<IOE DOWN CR CAST INTO RISER ROLLED CURB FRAME & GRATE 2-019 CURB INLET 2-012 91 ~ CtlR8 UNE ~- SECTION A A 84 NOl1S: 1. COMMERCIAL/lMDI.JSTRLIJ.. DRI\/EWAYS WIDER THAN 35' MAY BE APPROVED f1f THE ENGINEER COHSIOERING TRAFFIC SAFETY ANO NEEDS OF 11,E ACTMTY SERVED. AU. COMMERC!AL/INOUSTRLIJ.. DRIVEWAYS SHAl.1 HAVE NI EXPAllSJON JOINT LOCATED MIO-WIDTH. SE£ SEC. J.04. 2. SEE SEC. J.01. 3. SEE SEC. 4.01 FOR SURFACING REQUIREMENTS. \ RACIUSPOlHO~ ii llE;'?,H!\ ~·.:r /\ND SURB RETllR~l !TIP.) ' \ V \ CfMENTGONC:. --·-·--'-51DEWf,lKKM1P TYPE 1 i"'···--·--'2' -: ~ .. f:'.~ _ (Sff r·,cJk_l; ' 'illJ[AI!, lv10DULAR GRJ.;LL?.2:.WJ,JF-HT 0£]:fil!~ STREET TREE STANDARDS 5-009 CURB & GUTTER SECTION DRIVEWAY 3-004 119 104 ,-----"----------~, z0-"'z,~--~ i ' ' I•· rcaf- downspcut " 0 ~ ,. >0 "" gz I~ a- o< "" ,, t;~ ~g ,:,:I 8i ROOF DOWNSPOUT ' BAC:K E[)G~ OF ~l;:)~'t,',\I.K cS PP.RAUE~ TOAPPRO~Cll ROADWA> (l~P.J ,--~---+--+-+-llllf·-·· 3EE; HOTE 2 APPROVAL NAME C~f,11:JIT CONC. S,DEWALK R,\MPTYPE 1 (TYP.) "],""t/0 1-,(.: Q ,, ... , SEEliOTEZ FOR LAYOUTS 1. 2, t. 3 BLOCK KING TITLE TJ1e bolimn of ltl"' ramp sha!I have a level area (nol in axcoss of 2% '" any d~ecbon). 4' x 4'. Layouts ·1, 2, & 3 require rno (2) of U1is bid item: "Cement Cor:c. Side- walk Ramp Typo 1". The blrl item does not im;.lude the adjace~; J. Curb {or Cu1b & Gutter). or Sidowa k. Ramp s:opes shall not b<J steeper th.in t2H.1V. j Avoid placmg draY1age ~lructures, junction boxes or other obstructions ill front or ramp accot;S areac, Curt_ & Gul\er is shown, see !he Contract Pt ans for tile ~J.ut, desig~ sp1oc1fied. See Star.dare Plan F-10.12 for curb ctet;,Hs See Stamlarci Pl~n f-3{).10 for sidewalkjoi~! placemwt a~J dels;1ils. ~: --' -' - COUNTY T!liS Pt,TTERNARE,\$HJ\lL B[: Yl,i.lOW 'N COL'JR DATE 0£:'~VEL{)Pt,l/ENT F, 'lf\•,,..,..., Cl rt 0 1-:: ,-<r 1, T,.,r ,, "l ·.-...::1 • r .::., c;1 JUL ._, a •non V 4UI; - i~"""''·f." /" ' s~,\.,,.. 'P· i?"'l) """ ' .,,, ... , --------- OC) OC) r-0 0 0 en "' '° "' N 0 ' < 0 CD N N 0 0 ~ '° 0 en E OC) 0 z OC) _J < z 0 '-' i= z 0 r= 0 w < w ::, "' 0 ~ LI- f--::J V, en w [n :::, < 2 C w _J 0 w u._ < u, "' f-5 0 f--1" w.. "' :::, 0 m Cc' :::, w w V, u Q_ i= > >-Olw (>'. z (>'. < z u,:::, ::, ::::,,.::l=i ::J O:'.'.iW w wi o::: °" o....to.... CL ' u N :,...;i (/) 0 w 1o ;,..:j 0 01 <Cf > ~ " 0' "' " w " E (/) oi 0 " _J :;:; 0 0 < ~ "0 ~ 0 a ·o " <D .c z ff) Oo I N >, 0 <D x@ ~ 0 " en ~ 0 "' -C: ·c w "' "' " " ~ 0 C de) ·-([) ·- ::, q) "' r-VJ <!) C 0 ~ ,W z t.J NI w ~o :!' ~ ": ....) ~ [L 'D-0 <( 0"6 _J "'E 1--i 5' " L " w g ~ 0 L 0 Cl I ~ .z <( '° _J 0 ,- PROJECT NO. 2007-14 DRAWN BY: LCD LCD ~ c 0 V C " "' 1-- <( ...J D.. ..... a::: 0 :c (/) (/) et: N ..... 0 :::, :c LL a::: C) u -w ::::c z 0 (I) z -~ U) w ~ ~ DJ 0 r--. w ,.,, 5 "' 0 SHEET TITLE DETAILS SHEET NO. cs ·~ I ~ 0 > u X CaH 2 Wormg Days Before You Dig 1-800-424-5555 Ulllllea Underground Location Center (ID,MT,ND,OA,WA) T . I A PORTION OF NW 1 / 4 OF THE SE 1 / 4 OF SECTION 29-23-5 KING COUNTY, WASHINGTON >::i <( II []_ r ui- <(,: I ! ~""'" -'"'"'"' ---£ GRAPHIC SCALE 20 0 10 20 40 --~ I --, I I ( IN FEET ) inch = 20 ft. BO I LEGEND EXISTING ... ! !J() .... 'J0.00 - --,1-......... ---ss-- c• --·u:;--····- •.•. s,. ........ . ----G-----· -0--'' - PROPOSED -------100 ---- ---~·- PROPERTY LINE R.O. W. CENTERLINE EASEMENT GRADING CONTOUR SPOT ELEVATION -----1~--GRADE BREAK --W-WATER MAIN -S -SEWER MAIN/SIDE SEWER -D -STORM, ROOF OR --@- --<>--- FOOTING DRAIN DRY SLAB DRAIN FIRE HYDRANT WAITR METER GATE VALVE SEWER MANHOLE SEWER CLEANOUT STORM CB STORM MANHOLE CLEANOUT UTILITY POLE LOT LINE PROPOSED ASPHALT PAVEMENT PROPOSED GRASS-CREIT APPROVAL NAME BLOCK KING COUNTY TITLE DATE l\JL 3 O WOB --------------· .,, ·" "'"•+'.'.·-~L--,1 00 0 C"'>4.,... I o z u i,..,;j (/) w i,..,;j C) 5 c5 ct: w (/) ..J <( ~ C) z I C) I:! f:j 0 w " old >-0 ~ z w :::;; []_ ~ 0 ..J ~ !!;! w ~ Cl Cl ~ z <( ..J PROJECT NO. 2007-14 DRAWN BY: LCD CHECKED BY: LCD <( 5' c 0 -C V "' ~ ...I a.. ~ 0 :c: en en 0::: N :::::, I-0 :c: LL 0::: (!) (.) -w :c: z 0 en z -(/) w = Cll ~ 0 r--w (/) 0 00 0 SHEET TITLE GRADING & DRAINAGE PLAN SHEET NO. C3 0 ffi ~ 0 > u X -~- I I I ' I . 11 ,r, ' tti I ,~ Ii (0 ! Ii / / / A PORTION OF NW 1 / 4 OF THE SE 1 / 4 OF SECTION 29-23-5 KING COUNTY, WASHINGTON ~ s:TE G[NCH\tlARf< #1 fOP CNTR ElOL T FiF~E ELEV/\ TIOl'l=42!5.99 Ii YD CB TYPE I TE-422.45 PROJECT LIMITS (0.43 AC) ,, ., 20 0 10 L'~'a-L~:.-~•-•' CONSTRUCTION PAD, SEE DETAIL H Ii I •.· ' (r ,,,; '"J :f, I 1_1,_i 1: ' rli _,,; r, , I;" r / ·.· 1 r -----..£ DRAIN GRAPHIC SCALE 20 40 ' ( IN FEET ) inch = 20 ft. LEGEND EXISTING .s--w. ------?]------- PROPOSED ------PROPERTY LINE --100---·· 90.00 . R---·-- -w -- -s- -o- ---0 .. ·------·- R.O.W. CENTERLINE EASEMENT GRADING CONTOUR SPOT ELEVATION GRADE BREAK WATER MAIN SEWER MAIN/SIDE SEWER STORM, ROOF OR FOOTING DRAIN ORY SLAB DRAIN FIRE HYDRANT WATER METER GATE VALVE SEWER MANHOLE SEWER CLEANOUT STORM CB ----@··-·--STORM MANHOLE CLEANOUT UTILITY POLE LOT LINE PROPOSED ASPHALT PAVEMENT PROPOSED GRASS-CRETE HJ; .tu = %42 mu LIMITS OF DISTURBANCE ao , JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATIACH FABRIC TO POSTS. 2"x2" BY 14 Ga. WIRE OR ~-----EQUIVALENT, IF STANDARD--~ I I I I I I STRENGTH FABRIC USED FILTER FABRIC--- : . Ill l.,,111, ill--- l,, ,illff~ill~=;;~ill~11~!J!~=nc~I Ill I lfl 11 11 Fl 11 'l=I IJ,, I cj; I I LJ 6' MAX. / I I ~ MINIMUM 4"x4" TRENCH// BACKFILL TRENCH WITH POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING IS USED NATIVE SOIL OR 3/4"-1.5'/' \ WASHED GRAVEL 2"x4" WOOD POSTS, STEEL FENCE NOTE: FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE POSTS, REBAR, OR EQUIVALENT SILT FENCE AS PER KING COUNTY ROAD STANDARDS, DRIVEWAYS SHALL BE PAVED TO THE EDGE OF R-0-W PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD R = INSTALL DRIVEWAY CULVERT IF fHERE IS A ROADSIDE DITCH PRESENT, AS PER KING COUNTY ROAD STAND,ARDS 4"-8" I QUARRY SPALLS~ GEOTEXTILE---- <t,, \ z 2 N N 12" MIN. THICKNESS ~ PROVIDE FULL WIDTH OF INGRESS/EGRESS AREA CONSTRUCTION ENTRANCE APPROVAL BLOCK KING COUNTY NAME TITLE DATE PROJECT NO. 2007--14 DRAWN BY: LCD CHECKED BY: LCD I- <C ....I a.. I- 0::: 0 :c en en 0::: I-0 :c LL (.!) -w :c z 0 en z w m ro ro ,-.. ooo I.Dl"")L(')~ N O ..-< 0 <D N N oo- ro 0 N :::> 0::: (.) ~ c' 0 ~ C "' "' ~ u, = ~ 0 ,... w en 5 ro 0 SHEET TITLE EROSION CONTROL PLAN 0 " vE[oP,W " PI.AN,>iittcSH EET N 0 CJTYOf F ,\ffQtJ · -----· JUL : 2008 ---C2 ..