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Home My WebLink AboutLarge Format? \ '. .> / > / / > GI<'ADt 27.G \ " , , , , / / > , i ( ,,/ ---'v' UNIT I / ~, 'J i \I / r SOUTH ELEVATION SCALE: ! /4"= 1'-0" SCALf: 1/4" = I '-0" /'----" GRADE 27.4 f--. f--' .. L .- "11 - -,--- @ :(.:l') '" r/ I /-----, , r 0 ' \ I .: '" ~/ UNIT 4 .--u-----"ir ~mJjl-llrLm~ 1~l]]lc~1 J:~I/J:I:;:>::;;:<~~';>S:,;\-~_,U! 1fQl,L J-y-:J li~~'-rJ, l ~ -~~ IJ -:- ,JT-'l,[i 'TLL. I[L_.~ .. i)J::.;>_// "',<.,; i-iI ))T-"J,. L~'-Ll-L)[l'-I'--'!U I ' .• 1..).// /' , -il 114 1 II ' ~L • ' . r-, '-Y[-J J<>-" . .' m " ' ;,:",.( I" '-, !+: --"1~ ~f 'm-, ,.j //J r;;~:-/Jflli/' "I";',';srrlJ., ,jlT c· .[i '~.~ .V-I Iln""-1 t--. --.-.. .. c--.. "'1,.,-' . JtlLlrJ J!'Ji I'[i Jrrl'--:'LIT'II~L .,.[~lllr·J ,Lrl '" I -i[JJJ-LiIJ;T L Ii, '1 1,.]' ,-\ -.. ·~=',~.~ESC -~-T--l:~:T'-(r-r-T' j r II,'I-U il-IL ' --.Jr.·-,J[l -,-' -J / / "', Ii (I 1 \-1 "-[:1 i 1-' ---J -4--"k--'.1 II I T)l.J1 r iT I' (',' Jl-I' [1-11 :1 1 i J I ITl' J , I 1-' ,~, / ! ""''-':,~I-11 'Til-,l'j-I _ ~" '-~ I nJ -::' -~. _J ~c -..J-j ·r I . j I 1 ' Il' ,_J ilJ ] ,_ I '-"-.", 1-, --I L_I_ " I --::r-, I i I I! i I I t ~ ~ i "'", ~ 1 I ( I I I -W---.' - --1'1' LO t=, §I _) r-. I. .-7 r---:' --7 : nl §~~~~ ~ 'I 1'1 -·--,0 . i -. , : "_:'{;L .. .... -l~C-. I . . . .. . I ~ --._L-.l _____ +_ T . . . .. T ,-----, §, f-__ ~==::~ _ 'fi 'TJ[J rr-H ... ' O. _<Y I II ,~, t-/' l.1 ff I, r-. ,§ , , --' '0""" ,,11 "=B j ::;-~:-11- f-. \';' / , \ I .. . .. ~. [---1 f-. , : t= ~ ~=====1 -=-~ r .UJ III 1 1 _ ~L' lil-U-=-:"~--j' _ ~ ~. \' .LL •.. 11. elL ... : ~J ~ J;C 4l~i! ~ G2~~E LlGll11NG @ AL. EXTERIOR DOORS, TYP. \'FIP.LPL!\CL VENT "' ,', , -_/ ,/'"-j '.-_/ -----~ ~-. .' "v' Ut\jIT 5 . I' ~i o t.: 1 "' 31 ~) "" --' . .,- L.~Il()N 0" ~t-: ~~~ = 't ~ "7 mll()0J I@ , Ill! ~~ 1 o , "' , E' ;:::1 '''TION Nr)1'C S, _'-( .. V.I'\ I '-L~, , 1 I. VER.lFY SHEAi', WAll. UAILiI"G " HO'LDO'\NIIS PER STR.UCTURAL. PLANS I 5CciEDULF5 PRIO'R, TO' IGbTALLlllG SIDil'IC. 2, Iv1ASOhLZY t \,1/000 fR,AMt: CHltvH,JEYS ARE TO BE CO'liSTRUCTED PEP,I.R.C. CHARTEP, 10. :3 CAUl_K ALL EXTEF'JOR JOI~nS 4-pEl'JnJrRATIO~,15, ~. FRO'VIDE AFPRO'VED CO'~,KO'SiO'I·1 PESISTEI"T FLASHILIG AT EXTEP . ..IOR \NALl EHVELOFE FER I.~.C, R703.8. S. I'RO'VIDE FLASHII"C AT RO'O'F PEHETRMIO'IIS 1~[:}:;.I.R.C. R903.2 ¢ R903-2, J. G. PROVIDE \iVEATHER STRIPFIl~G AT AL.L. EXTF.RIOR " GARAGf·li'ITERIO'R DO'O'RS. 7. PRO'VIDE CmmliUClUS GUTTERS" DO',NI.r5FO'UTS @ ALL EAVES, T\'F. 8. 5EE 5HEET AO. I ¢ AO.2 FO'iZ ,\DDITIO'IIAL I'KlTE5 EXTERIOR IVIATERIALS LEGEf\ID BODY i -11i'lRDIE PLANK S!DING Qc:," X lIr;" TH!CKNESS WITll 5" D<POSURE (SEE AO. I) eDDY 2 -eOAI'.D " eATTON SIDING MED I C J::::---====:: AltCI-IITECTS Arch itectu rc r'rogromming Accessible DOC··'I·,mf r Interior Design 2233 1U2nd PI. SE / Bellevue, W(]shington 98004 Tel: (~~5) 453-9298 Fax: (475) ~52 .. 8448 ISSUE: DATE: REVISIONS: =------_. DATE: cr \' F2J:\/l l~} 0"1,--02 . i ~1 ---_._ ... _.--._-- <, .f(f'~:10DE\/ I ! BLAKEY TOWNHOfv_lf5 ______ ... _ I·JEW COI15TRUCTIOI,1 / -JOB ADDRESS: / b04" bUB IvIORRIS AVE S REr'.JTON \VA 98055 r < ------" .. -~ ._------_._- ---------------_ .. _----.... <: ----------.... _ ... --... -.-.-~----- < Dmw" By Tonner CAD Design / ~~_~cked_"!.Byc.:\ t.::.::=D~B=--_____ _ , , / < / SOUHi If-WEST ELEV,6JIOWS / ! , -------.. -.----.... ~-.. _-- ._--_ .... _- Tili3 drcw'~g is t~le l'~clu')ive voperty Q" ~Iedic' t\"chitec:o, (.Ifill (';(.In be rcprGc.:u(:ud uilly \'lite] thE' (SEt' AO. I), rn 1'.'0", 8,0'1.'1 on ~hi'; dl<Jwinq c:~'''JII not be ca~r:cd "lI~ ","'.hJ_l writLn r.errn'2~:cn f"',,!'] th", AIT~,·tF.C-. DOOR. WINUOVv $ EDGE TRIM ARCHITECTURAL COMPOSITION, ASPlll\l.T SHINGLES (ej[E 1\0. I) PROVIDE SEALeR -COLO<' 15D < '. :':iOFFIT $ OVERHANGS (INCL. ROOF SOFFITS) I,ATURAL HG 11tM flP, FLANK (SI:T AO. !) : Dote; 12/12}I3 • ___ . ___ ._.m.m. ", ./" - I t BLA E TOWNHOMES CB I RIM = I IE 12" 1 ~ r , 26.57 I ADS E = ~2.57 I SSMH RIM = 27.38 LADDm ON WES r 8" PVC N--S FLOWLINE = 21.81 PAr-ZCEL ~jUIJ1 29C3900005 .. I~' lit CB RIM = 26.76 IE 12" ADS W = 23.45 ~~~Af~ 26.90 l LADDER ON SOUTH IE 12" ADS W = 20.65 IE 12" ADS E = 22.52 IE 12" ADS S = 20.94 PROJECT DATA PROJECT DE~)CRIFTION; NEW CONSTRUCTION OF FIVE (5) 3 BEDROOM roWNHOMES ARCliITECT; STRUCfURAL EI~GINEER: CIVIL ENGINEEK LAND PI ANNER; IAI~DSCAPE: MEDICI,\P.CljITECTS ElvllLY BUCCIWALTEi'.. AlA 2233 ! 02ND r-'LACE 5E BELLEVUE. WA 98004 PHO~JE;L12:5--i 53-9296 FAX;'"125 -152-844/:> cmIIY(0] rnc:dlclal·dl.com BTL EI"GII'r"ERIIIG Br~.lAr.1 LAt"WE J 792.:1 I 40th AVE i'IE. SUITE 220 WOODII'IVIU.E. WA 98072 P~IOIIt:' ~2S 81 ~ 8448 FAX ~ 25-82 I -2 ! 20 br'ldll 13IrlpF'.@b1jeng.lleL KEITH LiTCH FIELD, P. E. LlTCClrlfW l'UGII,ll"l"pmC; CI\IIl_ EI'lGII·IEEKII.IG MID DEVELOPlv!fI'jf SERVICES ·12S-8? I-S038 (0) 425-821-S7J9 (F) DNI lOFGi'.[I{ SADLER/BAPI'IARD" ASSOC., If-Ie. ,1 I 7 VVEST STE\iVAi?T PUYALLUI>. WA 98371 J..JHOtJ[· 25.3~84B 5170 EXT. ! 04 fp.J(: 253-84<":)-52416 DNI@S/'DI.ERBI~RNAc?'D.COM JGM IANDSCAPF f\P.cHITECTS II·ICORI'DKATED P.5. 2800 I·IOC?THUP WilY. SUITE 100 DEll EVUE, \VA 96004 42S-454 5 7 23 (0) 425 28'1-<:;1'53 (F) ZONI~JG If CODE INfORMATION JURISDICTION: CITY OF RENTON LONING, Rivl-T Ft~RCEL ASSESOR'S NUMBERS; 29G33000 I 0 2%39000 I I Lt'GAL DESCRIFTIOhl; CURRENT OCCUPAhlCY SET BACK5: lOT AREA; LOTS 2if3, BLOCK I, OF GU~I'S ADDITION TO RENfON, ACCOIRDING ro THE FIAT TliEREOf' RECORDED IN VOLUtvlE 17 OF FLATS. FAGE 7G, IN KING COUNTY. WA.5i1INGTON. FiRONT YARD -i 0'0" SIDE YARD -3'-O":Ie 4'-0" REAR YARD -3'-0" 3597.5 Sf' (.22 ACRES) LOT COVERAGE; 78G7.90 Sf (<'\ 1.38%) (SEE F'ROPOSED LOT C)VERAGES) PARKING REQUIRED FARKING; j .8 FER 3 BEDFDOM utm 1.8 x 5 = 3 FAF<Klt~G SPACES PROVIDED: 3 COIviFACT, 8Y)x I b' G f'ULL'JIZE (;04 <$ GOB MORRiS AVE S - , , 1/ BUILDING CI_,i\SSW'ICATION . /" " A. OCCUFANCY CLA::6IFICATION, R3 -MULTWAIvIILY r<'fSIDENTIAL . ! TOWNI-jOMES :, B. TYFE OF C()NSTR:jCTIOI~; I. AUTOMATIC SFRJI~'''.LERS PROVIDED X YES NO --- 2. TYFE OF CONSTRUCTION; IYFE V-B'--__ . -j' fLOOR ,AREAS UNIT I: GARAGE 38 I SF t-IEI\TED 1433 SF UNITS 2-4: GARAGE 27 I SF HeATED I G44 SF UNIT 5; GAI"AGE 252 Sf' HEATED I 457 SF BUILDING: HEATED 8535 SF TOTI\L 32181 Sf VERTICAL fENESTRATION AREA T01AL VERTICAL FENESTRATION (ROUGrl OFENING) G88.2 SF GROSS EX1ERIOR ABCJVE GR/\DE WALL AREA I 0898.G SF VERfiCAL FEI~ESTRATION = G.2% ,/ , i <: / > -._--_._----.. _--. -------------._----_._----- FROI~05ED LOT COVf.RAGE5 2 3 .+ (-} I 5 / I '~:I-::'~'Ff'£[J) G.jA 44.82 ~if\ +0.-1:' "12~.)·: 2:G.1 C 8~;:'_':''C) F,(I\jA.-,~ LA~.J= Tt:>TAI.2" -1{:)a;.22 -"i7;:L<.~04 ,44.C-1 BUILDI t-JG LC)T COVC:RAGe Fc·, _'l,7'-I'lt :~;t-'i11~/8~, ~J 7 < S-=o IMPEI<'VIOl)5 51 JI-2 r-ACE TC)IAI. 5 I ,'/3'70 (1f\-,:::LlI[!ES --:,UII_L-'I:"\J(;::" \'\/AU'V\/A.~<;-;, $ j-'<I\fAT::: _Af\J.:-) (2C:LlJDES -~, ,I<.FA:~:E"·-', .J\IDfl:. cAVE:"3) 7807.90 FARCEL -.J 2%3300010 N .. . ........ ..,,'c..... ....... . FNZCEL 2%330001 P ARC E L MAF_-+-_-+--l' NTS j~'JIT It' I 2 c ~, 5 2 FROJECT LOCATiON NTS EROSION CO~HROL E 1.20 ALL EXTRA50IL~-) TO BE EXPORTED. E3.10 FILTtR fENCE -x---x--x-x- CF'C DIP,T STOCK FILE -0-0-0_0 - "'/ -". /~ --, J' -.' :' CODE INFORMATION ALL MATERIALS, WORKMi\NSI1IP, DESIGN AND CONSTRUCTION SHALL CONFORM TO HIE DRAWINGS, SFt:CIFICATIONS. AND THE FOLLOWING APFLlCI',BLE CODES / USED Itj fHIS DESIGN FOR CITY OF RENTON. 20 I 2 INTERI~ATlmIAL BUILDlt·IG CODE (IBC) 20 I 2 INTERI~AflO!~AL RESIDENTIAL CODE (If<C) 20 12 INTERt,ATIONAL MEUIAI~ICAL CODE (IMC) 20 I 2 I~HERNATIONAL FUeL GAS CODE (IFGe) 20 I 2 INTERI~ATIONAL FIRE CODE (IFC) WASHI~IGTON STATE ENERGY CODE, WAC 5 I-I I (WSEC) 20 I 2 UI~IFORM FLUMBING CODE (UPC) 2012 NATIONAL ELECTRIC CODE (NEC) 2012 NATIONAL FUEL GAS CODE (NFGC) ~IFFA 54, WAC . ~.--"--' /'~--_/'" ,---' MECHANICAL If: i:LECTRiCAL < j .. HEATING SYSTEM Rf:VISIONS AND/OR fXTEN:)IONS WILL BE FROVIDED AND SEFARA'ELY PERMITTED BY A DESIGN/BUILD IVIECliANICAL CONTRACTOR. ELECTRICAL SYSTEM REVISIONS AND ADDITIOrJS WILL BE FROVIDED AND FERMlnED SEFARATELY BY /~ Df:SIGN/BUILD ELECTRICAL CONTRACTOR, ISA: N/A. 44.P·/ "';'4.b2 43."::;; I 3C;:·(j I CC::.C',,3 LAN[:~:C.APE::?J .~C-A/( I ~·;().2-7 I.NALK.I/v'/\YS ARO-JITECTURAL St-JEET iNDEX AO.O TITLE St-IEETWROF'OSm SITE FI Mj AO. I GENERAL I~OTEc) AO.2 GENERAL tKm:5. CAl CULATIQI\IS if. LOT COVERP,GES 1', I .0 u~ms 1-5 f'IRST FLOOR PLAN A I. I UI~ITS I -5 SECOND FLOOR PIAN A 1.2 UNITS 24 THIRD fLOOR FLAN A I .3 UtjIT~-:' I -5 ROOf' PIAN A2.0 . UNIT I F!P5T ~ SECOND f'LOOR ['IANS A2. I UNIT I LIGHTING PLANS A2.2 U~IIT I SCliEDULcS /\3.0 UNITS 2-4 FIRST 4' SECOND FLOOR P:AN~) A3. I IJ~IITS 2-4 LlGtHll'JG FLANS UNITS 2-4 SCHEDULE:) /\3.2 A4.0 UNIT I FIRST 4; ~)ECOND ICLOOR FlM6 M.I UNIT 5 UGI-I!!NG PLANS M.2 U~IIT 5 SCHEDULES A5 NORTli if EAST ELEVATIONS AG SOUTH $ WEST ELEVATIONS A7.0 :;ECTiONS A7. I SECTION:) A8 GENERAL DCTAILS A9 GENERAL DETi\ILS LANDSO\PE SHEET II\lDEX L I .0 LN~DSCAf-'E FIAN LI .1 IANDSCAFE _DETAILS .",/ '. / --"-" '-/' "v/ .. +2-;Q---IR:RIGATION FIAf~ l2. I .. IRRIGATIOtJ-DEfAILc) ",:;jc:tc: CIVIL SHEET iNDEX 1/7 COVER SHEET 2/7 T Ec-:'C t DEMOLITION 3/7 TESC DETAILS 4/7 GRADING, DRAINAGE" FAVING I .. i 5/7 DR,II,INAGf: t FAVII'JG DETAILS'" NOTES G/7 WAfER If: SEWER PLAN 4: PROFII E 7/7 WATER t SEWER Df:TAILS $ NOTES STKUCTURAL Sf-IEET iNDEX S I . I GENERAL STRUCTURAL Nons S2. I fOUNDATION PLA~6 S2.2 SECO~ID FLOOR FRAIVIING F'LAN S2.3 THIRD FIDOR FRAIVIING ~'LAN S2.4 ROOf FRAIVIING PIAN S3.1 FOUNDATION DeTAILS SG. I FRAMI~IG DETAILS SG.2 LATERAL DETAI15 MED I CTc=====: AR'CHITECTS Ard'itecture Programming i',ccessible Desig Interior Design 2233 102nd PI. SE Bellevue, Wa5hin~ton 98004 Tel: (4205) 453-9298 Fox: (425) 452-8448 ------.----- ISSUE: REVISION::;; i cr :,:" DATI:: DATE: I ----~--------------'--CLIENT / PROJECT: Rf:lIDtV : ! BLAKEY rOWI"HOMES I 1 --.. ----.-.-------------------I' ----.------------- . JOB ADQf,ESS: G04 t G08 MOPJ?JS A \IE 5 REI.JTOH \VA 98055 ----_._-------- Dmwe By T ann er:. ..c.:.i'.D_Dcs i9'2...... .. _______ _ Checked Hy: EDB Owner Approval: I i I - . - TITLE SHFET/SITE PLAN --_._---_._---------_._- I"is jrqwing is ,'1(' SX(; usivC' prcr<o'ty or Vedic: Y(hltect::;. ,;ncj 0U~ rw rc!-,roci c<od 'YI J 'NIJ, trr r'ErOli~')ic, Dt :h" /\rd-j;,-;c: Vcr:(ltiono' 'lrid C~,cditir;utj:n'; t,) weAk ~'I'.\'1r" or lh'~ dCJWlrll, of'al [I"l be '~'_Icied fllll I 1 ? • J , / / / ff fl \, I GRADE , ~._I 27.G • ; / , / , > ! ;> ! > , ,/ EAST ELEVATION SCALE: i /4"= 1'-0" '. '/ (p\ \ / --._--------.... _------,--------_ ..... _---'-----~-----'" . ----_._._._--- N ----------,--- ::-[1 ... --- ,---'------ (I ! '( './ ] [ .:J-'---f, ---.. ~ UGHTING @ ALL EXrERIOR DOORS. TYP. /'----'\ f,f\) I 1 ..... -- ========~==~ .. =~~==~~!='=""==~--==~-='='r-;E===#-~_ ~~~==---~~--== .... = .. -.. =.---=-==~~=--==-.~--=-==--~--~~==~~~==~~~] .. 'i~B7 C:--'. . . .........• ~ .....•••••..•••••••••. j'fjll-.•.•... ~=- ...•... -........ .. Ij-=r .............. • ..••••.•.......... , ---------, , BB l' I C\l i --- - -----. ------------... ------~ '----w .. · ('J _G2~D,,-bE_---,---,-__ j,: ___ --'-i L_: . .-_··_····_· ._. ---'~----"k';)c-----.. ---------------.. -... ----... ---.. -... "'I<';;C--.. -_---_-.. _. ________ :~_--_--_=~:=== _=-.~-··~~~=--·-·_---'-·· .. t=-_-_-~--~~~=1---"-L-'---G_2RA_7~.~=E=~ FI Rtr'LIlCE VEtil /". ~/, . "---/ --' _/ '. ( MED I (~ I==--===:: j/-\ I, I ) ',----, \~-~ Al{CI-IITECTS ____ L-I __ -LI __ L __ '_~ _____ --'-__ ~, / Archilecture Progr(lmming Acce::sible Desi Interior Design ; ELEVATION ['JOTeS: GRADE 27.G , i J, , I ! " I' \ , , \ I. \.'EfJFY SHEAR, \!VALL t~AILING ? HOLDOVvtJS j""ER STRUCTURAl_ PLAtJS f SCHEDUI.ES PPJOP. TO IIJSTALLII'IG SIDIHG. 2. MASOfl';;Y, \'100U FPJ.I·,IE CHIMIIEYS ARE TO BE COHSTRUCTtD PER.I.R.C CHAPTEiZ 10. 3. CAULK ALL EXTEPJOR. JDII-ITS $ fEIJE'HP.AnmIS. 4, PROv'lDE APPRO'lED CORROSIOIJ ?ESIST[HT FLA5~mJG AT EXTERIDR WALL EINi"LOPE PEP IKC. PJ03.8. S. PPDVIDE FLA5HIIIG M Roor· PEI.ltlPATIOIiS PLR 1.,;Z.e. R90:J.2 ¢ K903.2.1. G. PRO/IDE WEATilER STiZlPPlllG ;,T ALL EXTEc<IDR $ G~.RAGE-IiITEc,IDR DDORS. 7. PRDVIDE cmmilUOUS GUTTERS < DDWllSloOUTS @ /ILL EAVES. TYP. 8. SEE SFIEET AD. 1 $ /\D.2 FOR ADDITIOfIAL IJOTc5. EXTERIOR MATER.lALS LEGEND §--- -------- -~ ~--:~~- J~l] DOOR. WINDOW " EDGE TRIM BODY I -HARDIE I"LANK SIDING GYi' X 'X,," THICKNES:~ WITH '0" EXPOSUf:E (SrE AO. I) BODY 2 -BOARD ~ BATTON SIDING (SEt AD. I) ARCHITECTURAL COMPOSITlm~, ASPHALT SIliNGLES (SC[ AO. I) PROVIDE SEALeR -COLOR TBD i ! , 22.53 I02nd PI. SE BollevLI,'. Washington 98004 , Tel: (425) 453-9298 " Fax: (425) 452-844.8 / ISSU:::E,-' ________ -=D.:.cA1.:;cE: ___ _ ------_._ .. _---------_ .. Rtl~DEV I / BLAKEY TO\iVrJltOMF.5 (------------ \ !IEW CeklSTRUCTION / / '. ) < , ! / / ! \ < / j ! < --------------_._--_ .. JOB ADDRESS: G04 " G08 IvIORR.lS AVE 5 -------- RENTml \VA 98055 -------_._-_. -----. -----_ ... --_ .. _----_._- ~:awn By: Tanner CAD Design Checked Bj~ ED B Owner Approval' -----. __ ._- W)RTll if EAST ELEVATIONS -.-.-.--... --------- ._-------- "",,,,,"',.,,, --:",, d'~'I!I"i, -~ ~11I~ exd.SIW oropt",Y ,r IvI€d'CI /\r::h';ecLl, r:r u ('U' :'>0' c"'prcC,.l.< 'Ou ci-dy ',,;i-I Ihe '~C'r!rl ~~ion of If,,, Arc1ik, I/m",I,OIlo orrj rrwrj,fic::J:io'1s t() w'Jlk ~h(',\,~ on lh:s d<:;'!wl] sholl rnt be ccI"j("U 01.1'. \'lltro~l; Wrlttcn PC"! 1'0';'0(' ~rom ,"e I\rcilitect. ''m A5 SOmT 4 OVeRHANGS (INCL. ROOF SOFFITS) / NATURAL HG ClCM FIR PLI'.NK (SEE AO. I J\ F'roject ~IQ",-' ________ . / '. ,,/"' /~"- / Date: j ?/ I 2/ ,I 3 '~R~ I ° MIN, -./-. , , " j '-, J U 1\1 [T (''1 \ ~)) T > I COIHIUOU:=) RID(-~E VEJ1T!tJG, TYP, 1115ULI\T101,1 Bf,Fi~IZ 12" ABO\/[ INSULA ,IN! I" AW~ clPAnF1 I'-IOH A5PHAL 511111GLE ROOflltG MI CLA55 0 ROOF COVE;/,II',IG Sf[ It IviAST R llEDRO IvI ------~-~ -~ ':'CYt--1l ! -W.r-IRf R/·JfD C:~ 'riC Llr,Dt::~':, :-IL I'l,? \/f":l'rl cO ~AVc , , "I, \'11' ' ' , , ,~",! ~E ft ----- ,'1' " I I I I I °1 " ",,"." , ",,'i ',',' ,\1, i , BATH 2 2 SECTION" @ 21\jD STORY SCALE: I /4"~ 1'-0" _L_ / I 4'-0" I , I I I 41_U '[ I~L I, " ! BATI1 2 i ---- I -I I , LIVING ROOM I I, II I GARAGe ) • BEDROOIviI I :STAIR:S. eLR, I'JIIII, " E'" 1h-: ? I 7 .,:,G '"II,IC-I,:H K-:J, I ,. IY" 0 1'lpJl.fDP.A11 eel ~3Gi'A~'i LlVI~~G ROOIvi I,IO"IIIC;, 11 p, I <_ jC" 111Gr-t G\MB WALL VIi/CAr' FLOORIHG FEr i: tXFOC)ED COR-fA IIiSUL. 5HALL COMPLY A~.i Fall O\I,/'~~:!PF'OTtCTEU GAl_V j\hIIZED L1[TAI Z n A5c111ic mM EX1EI~D5 t}ELOW Gf'ADE. f3t: AFPROVtD FOR, SUBCP.}-\Dt, txTERIOR USE" PPDPERLY 1115V,LLED, . DKAvVll-.lGS '--/-v-- ~c Lj' e" :.:':/-\~::rl S Df ()I~ \/I/\l L I;:C_~:O? :/> 2.~?C~-n'm\ i i c;', (I h: '<,":/ '{i ® I UNIT 4 1\'1/\'::':""'J/\I. (.'R :\Ff-'R: 'V':::D co ;:;'£-KfT.\<[)i\~n -, 1"-'J:',,,,Tf:J \t.lC,(jL -------LJ'-:Y t/-\cl-r :JICf ~f I/,/All iR:':J:3Cl2.2.-2 :"'XCfrTICN /' '" ./ \ (20'" (? I'i \-I \'-" Ii -' .. / - U~\~IT 5 \ rF ~-CC'liTIUOlJS 'c,IIJGE VENmIC, TYP, A--Kq~F UIIDERIAYI,IEIH #30 f'ELT ROOF I • I, , -A-/---_ 41_U ' ~A' ":0 :::o-)p N"'3~I~SY ,r<c " \,',' ' '1' o WELL fLEX BATi13 "-'-~ '-.-, ~I~/ ~,"19 tOAIT III'IUI,ATIOII < @ ALI ulms 'r /./ ! -I. II 'jIB" G\fVB@CfILlt\jG. TYP, @ ALL UNITS ~--+R 21 BATT ItlSULATlml ,[,(p, @ Al L UIJlT5 -leO 'S) , 2J BAr~1 2 -I LlVI NG ROOIvi ----~-- GARAGE ,/'\ 11\ / 1 \ !. -------\ PEAK HEIGHT ~ ELEVATIOII S~ .7S 1/ I I G RISEI<S (eJ 7Y:;" I PLATE HeiGHT ~ tLEVA1IOhl'IG,23 T I I b RISER~.J 7'~~ I I. GWB. TYP, 1;q~---.L2xG EXT, WiILL. TYP, o 2J I @ ALL UIIIT5 ~'_+iolll~l=iH FLOOPJIIG O'Jcc. 1'; OVER TJI fLOOR I I_E\/cL ,~c,~~~~~.u~~ __ ___ cLEVATIO~·1 38.23 ,KIIvI JOl5T '5 PFR STR,UCTURAL DPJ\'vVI ~,lG5 "-rFIIl15H PEF?AO.2 OVEc. TY'lEK BUILDII,IG WRAP OVER :SIIEMIIII~G :SEE AO, I R~ I ° @ PERIMETeR OF SLAB, PER IEec 2003 'J \ G02, I ,9 (sn' 7/M) ~i,..~-,TV-·-____ ,' ___ .", / /,_ ~ K-I 0 ~JGID 1~.J5UU\lIOH 2.t1" IJVID( fjU .... CI--, \i .B. @ 12' JOIIolTS . ~'" ~ ~'.--"~ -' '. /". "'lcO o , o I G RISERS (9: 7CX G" i I , I !.J'-O" bi'PI''------ I I I </>.,T;=[' IVI'(C DEO; PROTECTION 41-0" /r""" ---'v---v - ',I k49 BATT , LATIOt! (u] ALL U ~,IITS ----" i I I ./., ' • I ' , <' 3C"'r-IT I 1RI'lkLR/'.lt::D :)1" ;-11;" L'~JDf:;::hIL';:: '\ i I ~IC.'T \, E \l :=J i:=::,:\\,t-/ '" [. ('J" -,','~'" X '-:"j""P' ~J\Cl'" ,II) ,_ '-'. L.--_'["0 ~ /. ,-_/'--,', -', "-j j , ~', ", I l " ' " ", ",t I , .' (3 flEX S1AIR Wl]L BAflI3 j,' !" I BAT~I 2 LIVING ROOIvi [J I ~iJ ':JT AIR WELL STAIR WELL BATI1 3 I I BAT~I 2 BEDROOlvl m~~~:i.1}f-=)TAIP5, CU'Z. hAlrI. 3(; 'vVIOh]r-1 R3! !.7. I)';" 0 H)\NDPAII~ (OJ +%115',. LIVING ROOM HOSIHG, TYP. "- 'of/J\LL \/v/(:'AP FLOOcJHG PER. DRf,,\IIIIG5 ~--+RCOf UIWERLf,YMEI·n #30 FElT ROOF DEC!, IOPOTC'CTIOI,1 x---~:-~<)FF,l I 'i R :' II~:= PilJ F:::J C\J TH:-' I)~JE'-:'S'r}E: H/1 \/I'}J'T') E.:.L\\'::: (% -rvr:::: X C;V/b r~./<::<I ~·FI",IISH PEc~ 1'0,2 O'icR BUILDII'IG WRAP 5HEATHII,IG SEE AO, ,~-,-IR 2 I BATT IH5ULATI01'I 11IT, @ I,LL U Ims p,;.-----¥"" GliVB, lY)'" , lq.~-----12'xG EXT, WALL TYP 1.1 i nnO?J ~,IG ovrK , He-; FL'(\fvOOD O\/ER', TJI JOl5TS PER 5TP.UCT. TYP. II! ALL. UIIITS JOI::)T I 1'5 FEX ~)TRUCTUR,I\L "I I 10 @ FCRI!vlLTER Or [I 3G' HIGI! G'-NI3 /', .• 5L,~b, (c'iEE i/P,Bj 1~~lf~i~iii~iij_~~1~~~~c~'I~,,,,,~lu~,~,,~"C-~'.~ ..• ~~'"~ ..• ~i~~~;~~~~~iiii~~EX~'F~O~5~t~D~fO~P~'I~v1~I~I'L~S~U~L~5~H~.A~'~LC~C~~!.I~I~,y~~-~~i~~~~rr,"II." , I R-I ~I PIC,ID "ISUll-, IO~1 T-WR' i.'\ _ ~PP-r I" ",UIKPE 1_ SL·,I;. ;,L:: -,"_11\,_ / J {.J~ SE i r1t:Rjl!'.U3RjJ,,, i AS rOLlD1NS:FR01ECTED IN/ METAL IJ (CHU~f:L ::-ll,l OR P1ASTICFLASHII\JG TrIAT EXTEI'JDS ~ fl: L-l'Tt . ',,3 @ (2~· ''( , : .r .. / 2 1ft I r-R -'ii<:=:: F?J\TrD R8cn-i':::-:<:3:::'VL:')L.Y :'-L v:J2.2,? fXClT' C)~--J ,[ ,~-COtITI _ lUaus 1<'JDGE I ~YP ---~------- /--'/-',,--',/-- \ PA3 BArr LATION @ ALL UI'IIT5 BAHI 2 UVlhlG ROOM TYPE X GW5U~1 BOARD 1\0.::-' RcOl;IRF::lVn,"-:~ ~IN'.A<~·f'i i: '\II ~;G (\P,:" /-\ SC:j~'I\I<A fIC)~I c:'f)Y, '51':-:::'11~lT N~'.3 ,.r.c,cI i:.CC'''LII' FOR A'~'/ L'JUCT 'I'\'C):'Z'", " ~INU':;t:, F-:'302.:">.1 Tr-lkC)I.'(';H R2C'2, S!j .... B OH GRADe (oJ GARAGES, TYP. o ! , STAIR WELL 5TMR:----I. .... -,-.~~ .. WE.L~ m;1 'OO:~ BATH 3 --- L DELTA 1'115 UI,ILJE?:SL;b '7 R·IO P,IGID II.f5ULP,TIOtI , VAPOR RETA.':;DER A ' b MIL. 13LACK VJ), . 3 RD ::::> T u ~y LAPPED @ 12' J0111T5/ -,-'----,' " "4"'·0"""- VENmIIG. TYP, I B.~FF1~E TO f:XTEIID IIISULAfiONN/ I Alr< SPA/X, TYP. DERLiWMEdT ROOF DECK PROTECTIOI I !I/-+-AI(C~· ITECTIJRAL COMPCJSITIOI, ASPHALT SJIII~GLE ROOI"II'iG I,~III CLASi' 'C ROOF CC.'VERII~G fll.115H ~ER ,~O,2 OVe? ~llOO1C WPAp OVER, 51 EATHII~C; SEf' AO. ~1lK8;J ~,.",." QVv'B (OJ CEILlI'IG, TYP. (~) AU:UNIT5 ..1---F(~211 BATT 116UlP,TION TYP, I@ ALI. UHIT:; i B~+--+--;2xC' o-XT, '"':AI,L. TW. I_--FINI:"H '-LuI.JK.lI·IG O\/ER.. '%' TlvV'OClD OVER, T JI j---,;""::"~."~_.~~ PER :STRUCL UHITS bTAIP5 elR. MIN. 3G" \fVIUH1 R31 1.5 112" 0 IjAIIDR;\IL @ +3G' ,\5\', HOSING, TYl'. -"'~'-3G' HIGH G',NB WALl_ \1v~!CAF RIM JOl5T T JI'5 PEc. 5TP.UCTURAL OR,AVv'II\IGS . DG'.AWIHG/,-'i BtLCYN GP-JJJE. BE APJ~RO\/ED r-Or2., ,~jUBG(,J-\DE, EXTERIOR. u~~e if-PROPERLY 11·15TAIED. PEAK I-IEIGclr ~ -'<-"iIC-"-t""L[:V"-'", 0;",," I ' / --=-IC0 '0> I, I < PLATE tlEIGHT EleVATION 5S.51:5 I G RISeRS JC.{ @7Y/ \", < 3RD LEVEL ,/ ELEVA I ION 47.85 ) G RISERS @ 'tYc;' 21.ID lEVEL --''k--- eLt\/AT!OI~ 37.23 I G ~ISER5 @7/' MAIN LEVEL /l -"k--cc"':L-C-V--ATI ()hI 27, ~ '11,"" SCALE: I/Lf"= 1'-0" MEDI ARCHITECTSi Arch itccture Progrol11ming Accesc,ible Desir] lnteriol~ Design 2233 1 02n d PI. SE Bellevue, Washington 98004 Tel: (425) 453-9298 Fax: (425) 452-8448 ISSUE: CLIENT / PROJECT: REt\JDEV I I E'A_AKtY TOWN\iOrvlES I,IE'N COI'ISTRUCTIO,I ;JOt) ADDRESS: (;04 f· GOB 1v10RF?15 A\/t 5 REIITOII WA 9,3055 I DA fE: -----~-~--------'~---~---~'.- Dcow" Gy Tonner CAD Design ~hec~~~ 8y, EC?_~. ______ ''' _____ ~_._ .. _. _______ , ~wner Approval: ~~~~--~-'-~~' ----- SFCTIO~~S" UNITS # i -#5 ---~--------- nll~ \.r-lWl"'J I~ t'1C) CXC,LJ5IV-:: P~002" y ,)f '>'""i, i A.·r:hjtcC'~, a:od can be reproduced only wit~ Ine c"frri~s'on .;' T~e A'("'-,~el~ Vcr'ct'()r~ ani: n:d;fk!1ti()~s ,:l work 5f,cW'1 un th'o dl!1wnq sll<'11 1'0L ')e Cll e <'0 ()~L wi,huul ""rllt.-,r r:-'·nnl~'.lon ~rurn ~r,,. .~, "h';ecl - A7"O Date: , 2/ I 2/ i 3 ____ _ ,~-,--.. ~ ----~---~ ~-,-~- 1 I I I '\ / ,/ / ( \ / / ! , , , / .' (I , ~~ / , r< \ L /-, AA L I I I 0 \) ... ) /---' .. ' , P ': \ ;' ". __ .:C.._ I I c UNIT I 5[1" SelEET A20 FOR DETAILED COhl'oTRUCTIOlj I 1'-0" If ~'k-, ---- --- I' 1- I· ?I o t- " _.--' 19' i I . ". "./ , I' I I i ::JI'~ '-r--:::: U\lDr::I,5Il-,:::= : HOT \,/f"Jdf':U EAVE: f(.;.r X ',~>-//B 3/,.c;;t;: ~ ".~ f't ~~~,2~EO~,~-~,=~~~~A~, N~' __________ ~(fj _.-" J ~ UNIT 2 /'-" . --------/'. CLOF PAK1Y WALL -"\ \ I 2) '---.--~/ " .-" / '-" -. cc ,/ .-,/ •.. UNIT 3 UNIT 4 UNIT 5 SEE SelEET A3~O FOR DUAILED COIISTRUCTION SEE SHEEI A3.0 FOR DETAILED COI'·ISTKUCTION SEre SHEET A4.0 fOR DETAILED Cm6TRUCTION FF t I( ! 3'-0" 1·0 ----------.r ,f,,('---- ! '-9' 7'-~'I'--'-- I ,I Lj'-O' 4'-0 4'-0" 4:-0' ____ L-__ , -,j'----iI'-----;;f,r (;'-9' -, I-IF:. 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COMFOSITION r:OOFINC WITH ROOF UIIDEFU,YlvIEHT, #30 FELT ROOf DECK r-'ROTECTlOr,j SEE A7.0 f A9 . /',~--./ ' . / /'-. < , IVIED I C Ic===== ARCIIITECTS <: Ar ch itecture Programming ACCf~ssible Desig Irlteriol Design , i \ :: 27,,3 102nd PI. SE J . '0 ". .' ; y, , ( , / " ) / \ , < Bellevue, Washington 98()O~ Tel: (42:0) 453-9298 Fax: (425) 452-8448 ISSUL ___________ --=D:..:AT.;,:::;:,:..: ___ _ ---~~-.-.,-. - CLIENT / PROJECT: IIEW CQl-ISTRUCTIC)[\J ----- JOB ADDlc(ESS: G04 " G08 MORR,S .tNE 5 PJ~NTON '"VA 98055 -_ ... _-~~~_ .... __ . ~-~.~~. ---- --.---.. -.-.. -~--- -----_ .. _-_._- Dmwe By Ton n er .C_I',[) __ D esi9rl __ ~ ______ ... j Checked. By E~, __ . ______ , ____________ , ___ ~ _____ . ___ _ , <. / / ) \ UNITS I -5 .JOINED ROOF CONSTRUCTION PL.AI\jS -----~---- '-~~~'---~----- Th:s jrm"linq is lr'e exc:lIsiV2 p'op(r:'y or ri€d'.:i P,rch,,:,>::ts, ard "a~ h'" ""'Cr0rJlIccd orly wih the Jermis~'-on Ji UHo i\~Th:t",ct. 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CIIOOSING CONTROLLER MODELS LXi II~LJOOR WALL MOU~IT TO SHOW AN I~SIDE WALL MOUNT USE THE OPTION-MODEL -_Xi LAYER WITH THE FOLLUWING OPIIOI~S: au BBlES .LEADERS TEXT-MODEL-LXi-BUBBLES TEXT-MODEL -LXi-LEADms LX OUTDOOR WALL MOUNT TO SHOW AN OUTSIDE WALL MOUNT USF THE OPTION-MODEL -LX LAYER WITH THE FOLLOWING OPTIONS: BU BBlES lEADERS TEXT-MODEL -LX-BUBBI_ES TEXT-MODEL -LX-LEADERS TO TlJIiN OFF THIS INSTRUCTION BOX, TURN OFF LAYER "INSTRUCT -OPTiON". --------------------------------------------. (1) 3D-INCH LINEAR LENGTH OF -WIRE, CDIIB) CD WATERPF,OOF CONNECTION RAI~I BIRD SPLICE -1 (I OF 2) G) ID TAG: RAIN BIRD VID SERIES G) REMOTE CONTROI_ VALVE: RAIN BIRD PESB-PRS-D WITH NP-HAN (5) VALVE BOX WITH COVER: RAII~ tllRD VB-STD ® FINISH GRADE/TOP OF MULCH (j) PVC SCH 80 NIPPLE (CLOSE) ® PVC SCH 40 ELI o pvc SCH 80 NIPPLE (LENGTH AS REOUIRED) @ BRICK (1 OF 4) @ PVC MAINLINE PIPE @ SCH 80 N,PPLE !2-INCH LENGTH, HIDDEN) AND SCH 40 ELL @ PVC SCH 40 TEE OR ELL @ PVC SCH 40 MALE ADAPTER @ PVC LATE,~AL PIPE @ ,3,0-INCH MINIMUM DEPTH OF V/f-INCH WASHED GRAVFL ELECTRIC REMOTE-CONTROL VALVE 1-2.3-04 N.T.S. PEB OR PEBS SERIES ---= D \f--PE8 or PC8S_LlWC CHUOSING EQUIPMENT CALLOUT METI:OD CHOOSE EITHI::R LEADERS OR BUBBLE CALLOUTS OY TURNING ON THE APPROPRiATE cAYER: EXLLEADms _______ IT[M 1 fEXLBUtHlLES ... --G TO TURN OF!' THIS INSTRUCTiON BOX, TURN OFF lAYER "INSTRUCT-CALLOUT". CHOOSING VALVES AND OPTIONS r-~'---'- VALVES CHOOSE ONE OF THE FOLLOWING VALVES BY TURNING ON THE APPROPRIATE LAYER: REMOTE CONTROL VALVE OPTION-SOLENOID AND EITHER: TEXT -PEB-LEADERS OR TEXT -PEB-BUBBLES SCRUBBER VALVE OPTIOI~-solENOID AND EITHER: TEXT -PESB-Lt:ADERS OR TEXT -PESB-UIJ8RLES OPTIONS PRESSURE REGULATiNG REMOTE CONTF(oL VALVE OPTION P.~S D AND EITHER: TEXT -PRS-O-LEADERS OR TEXT -PRS-D-BUBBLES ..- PRESSURE REGULATING SCRUBBER VALVE OPTION PRS D AND EITHER: TEXT -PESB-PRS-D-LEADERS OF, ' I TEXT --PESB-PRS -D-BUBBLES CHOOSE ONE OF THE FOLLOWING OPTIONS BY TURNING ON THE APPROPRIATE LAYER: BSP THREADS EITHER: TEXT -BSP-LEADERS OR TEXT--BSP-BUBBLES NP HANDLE ---rffHEfl': TEXT -NPHAN-LEADERS OR IEXT -~IPHAN-BUBBLES TO TURN OFF' THIS INSTRUCTIO~I BOX, TURN OFF LAYER "INSTR,CT -OPTION", (;04 MORRIS AVE" C' ... J CD CD (}) G) @ (6) FINISH GRADE/TOP OF MULCH POP-UP SPRAY SPRINKLER: RAIN BIRD 1812-SAM-PRS WITH 1 BOO r,p WITH RAIN BIRD ROTARY NOZZLE 1/2-INCH MALE NPT X A90 INCH .gARB ELBOW: RAIN BIRD MODEL SSE -050 PVC LATERAL PIPE SWING PIPE,12-INCH LENGTH: RAIN B!RD MODEL SP-100 PVC SGH 40 TEE OR ELL "-----r--\-----L-t:=~ J POp-up SPRAY SPRINKLER 4-13-04 N.T.S. ............. ""''''''''''--------.... ------,----..;....;.,..;..-1812 WITH SWING PIPE S-1812-SP.DWG CHOOSII~G EQUiPMENT CAU_OUT METHOD I CHOOSE EITHER---LEADER-~ Ok SUBBlE CALLOUTS i BY TURNiNG ON THE APPROPRIATE LAYER: .fl ____ -1TEM 1 -"",,*"--CD L TEXI_LEADERS ~EXT BUBBLES ---------.. _- TO TURN OFF THiS INSTRUCTION BOX, TURN OFF LJWER "INSTRUU---CALLUUT' CHOOSING NOZZLFS AND y.O,P_T'!"O"-N"'A'=-L=r:cEA==-T'"-U'-"RE=S'--_~ ______________ __ CHOOSE A D!FFERENT SPR!NKLER NOZZLE BY TURN!NG ON THE APPI\oPRIA:E LAYER: PLASTIC MPR NOZZLC U-SERIES NOZZLE OF'TION-NOl-PLASTIC OPTION-NOZ-U-SERIES VAN NOZZLE ROTARY NOZ2LE OPTiON-NOl-VAN Q;:JTION-NOZ-ROTARY I CHOOSE Oi'-!E or THE rOLLOWING OPTIONS BY TURNING ON THE APPROPRIATE LAYER: SAM SERIE;i OPTION -SAM VANDAl-PROOF CAP OPTION-vpe SAM SERIES WITH NON POTABLE CAP OPT!ON-SAM-NP PRS SERIES OPTION-PRS NON-POTABLE CAP OPTION-NP PRS SERIES W!TH VANDAL PROG, CAP QPTION-PRS-VPC SAM-PRS SERIES WITH SAM-PRS SERIES WITH VANDAL -PROOF CAP NON POTABLE CAP OPTION-SAM-PRS-VPC QPTION-SAM-PRS-NP SELECT THE DESIRED SWING ASSEMBLY BY TUR,\JING ON THE APPROPRIATE LAYER: CONTRACTOR ASSEMBLED SWII\G ASSEMBLY OPTION-SA AND E!THER TEXT-SA-LEADERS OR TEXT SA-8UBBLES RAIN BIIlD SWII~G ASSEMBLY OPT!ON-RB--SA AI\jD EITHF'R TEXT -RI:J-SA-LEADERS .QB TEXT -RIJ-SA-8U8t:3IES SAIIrj-PRS SERIES OPTION-SAM-PRS SAM SERIES WITH VANDAL,-PROOF CAP OPT!ON--SAM-VPC PC,S SER!ES WITH NON::cPOTABLECAE OPTION-PRS'--~~P Tol U RN OFF ThiS !NSTRUC"Tcc'O'-N---=-BOc-Xc-, -'Tc-UC:-Rt'-~ -'O-=F=-F ------------------' LAYER "INSTI~UCT-OPTION". ---~.----.----~--._-------._-------------------.-~-~---~------ IS INCORPOR_,\TED PS t .,\NDSCAl'E ARUllJ'HCTURH UR[li\X DES1GI'\ SITE PJ.Al'\-"',;Tl'{C I'Af~KS -'_\ "JD lU:CRE,HIO'1 I'L!\,,:;:Il\i(; 28(10 '1CllUHU1' WAY, "CUEllJ\) 1\1-:1,1.1': \'1: I ': W.-\ 9SIJ04 PH: 425.454.5723 l'X: 425.284.6253 F-: jgm{{{l,h,,'1n-inc.com LAKEWOOD POINTE, P AD-7 RETAIL BUILDING M!IRYSVILLE, WI'. FOR: WHITE -LEASURE DEVELOPMENT ~EVISIO~IS/ORAWING ISSUES: Drawn by: SC Checked by: CI .. - .,. ---...., r@~£» (l~@\ ~ty STATE (If WAS!iINGTIlN 1I!JlI51!ml ~ AIlIJ11lECT l . N. ~ ~CA1E NO, +12 -DATI'_: 12-6-2013 LAST UPDATE: ; J'" -' CAD FILE; i . .'. . . .. -- DR,\WING Tim IRRIGATION PLp,IN -~-"' - SHEt: 1-NUI\!l~ -' 2~ 1 -~~ \., I. "' ,. ~ ":I ~ L --- LLl :::;: « z ,_. u III .? 0 n:: (L i- i-, i- i- I W W I 0.. 0.. 0.. ill d) E 0 .I'.: c: 3:: 0 i- ;,,, 1.11 ~~ ro -III GRAPHIC SCALE 20 0 -.. 10 I 20 j SCALE Ihl FEET CONTACT LIST: ~----'-~~"'---'--"----- APPLICANT/OWNER: CIVIL ENGlrjEER: GEOTECHNICAL ENGINEER, SURVEYOR: SITE DATA: KC PARCEL #: TOTAL AREA:(+/-) ZONING: NEIGHBORHOOD: FIRE DISTRICT: SCHOOL DISTRICT: MEDICI ARCHITECTS 11671 S( 1 ST STREET BELLEVUE:, WA 98005 CONTACT: EMILY BUCHWALTER (425) 45,3-9298 EMIL Y©MEDICiARCHITECTS.COM LITCHFIELD ENGINEERING 12840 8'ST AVENUE NE KIRKLAND, WA 98034 CONTACT: KEITH LITCHFIELD, PE (425) 821-·5038 KALITCHFIELD@FRONTIER.NET CEOTECH CONSULTANTS, INC. 13256 NE 20TH STREET, SUITE 16 BELLEVUE, WA 98005 (425) 747-5618 SADLEf<!BARNARD ASSOC., INC. 717 WEST STEWART PUYALUJP, WA 98371 (253) 848-5170 DALEO@SADLERBARNARD.COM 2963900010,2963900011 9,600 SF (0.22 AC) RESIDENTIAL MULTI-FAMILY SOU TH RDHON UTILITY PURVEYORS: SEWER/WATER: POWER/NATURAL GAS: CABLE TV: WASTE SERVICES: Call :2 Work.;" .. DaW" I'l"",.e y,,,, 0';9 CITY OF RENTON 425-430"-6852 PUGET SOUND ENERGY 1-888·321··· 7779 COM CAST 1-a77-COMeAST WASTE M,~NAGEMENT 1-800-592-9995 1 .. 82!?;~,,!1o:!!~~!. \t !1IJ,MT,ND,OI'l,WA) STAMP \OT VALID UNLeSS SIGNED AW DATED PORTION OF THE SE 1/4 OF THE SE 1/4 OF SECTION 1aw TOWNSHIP 23 N, RANGE 5 E W.M. BLAKEY TOWNHOlVtES FDUNiJ Sf!ASS CAP Mill' PiPI/CH WPK IN C451IN(" (!2/{)6/(}6) CIT,'" OF R£?-.!jiJN .':iJPVfY [;ON/;<';'O;: !.frJ/I. Na 1898 /'1: /?t;,367 .. 8.Jl1 F 1,;,",,,:~ 159.?F5 . .,-$'--'" 181 .. u / fjOU Fff ! I I 1/1 I , I d I ---.... t-------+--- [ I ;j-, , II , " ." IF 12" ADS If . -... -.... ~ I 'LD ENGINEERING ----_.,--_._ .. __ ._- 1ST A VENUE NE ------- . Washington 98034 r-: -- /1..f5 1/ 89'47'30" E--f 19.9.5' LOT 1 " . • ',' .' r ~". . .,,~.. :.1 p . ,. ··· .. ·ItII. , -I. I LOT J I I I LOT 4 -.----_._._----._----.... "I SUR'it'l'f.lj: ""'" "--1 -_. . r-'-DfSlGNE'O: KAL rD~AWN: . KIlL -- fa' I ! ,,' I .0 i I I _. Soqjh 7th Street,4 1 "=20' ONE InCH mUfllD BRA:iS i.)[P VItTI! PUlleN H:l/ff( f,1i} :.,"A511j.jG (/2/06/i)6) VOO1CAL: NilVD 1900 HQRlzo."HAl: HAD 1$1:13/1991 :R CITY OF RENTON LITCHFIE 128408 Kirkland (425) 821-5C J38 FAX (425) 821-5739 1 SU8MITTED TO CLIENT _._--.. l<Al 12 J 1.3 KAL ._------® I I CH!::CII:E); Af roll. st'.ILE Plo" n ing/B u ild i n g/Pu bl ie Works Dept. KAL IF' ~tOT ONE lNCH -~----- NO. REVISION BY DATE APF-'R Pl'f'RO'-IED: SCALE ACCOR!lIMCLY [ Kill .c-. . __ L.. VICINiTY MAP NOT TO SCALE LEGAL DESCF{IPTION LOTS 2 AND 3, BLOCK 1. OF GUINN'S ADDITION TO REN rON. ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 17 OF PLATS, PAGE 76, IN KING COUNTY, WASHINGTON. VERTICAL DATUM --------,--.----~ FOUND 3" BRASS DISK STAMPED "KliNG COUNTY SURVEY MONUMENT EN-51 1973" IN SiDEWALK ON THE WEST SIDE OF RAINIER AVE. SOUTH. LOGATED NORTH SIDE OF SOUl1-iERLY DRIVEWAY TO BUILDING AT 604 RAINIER AVENUE SOUTH ELEV=27.B67 BASIS OF 8l::ARING RECORD OF SURVEY, RECORDING NO. 2005060690003, RECORDS OF THE Klt~G COUNTY AUDITOR. SHEET iNDEX: 1. COVER SHEET 2. TESC & DEMOUTION ,3. TESC DETAILS 4. GRADING, DRAI~AGE & PAVING ';' DRAINAGE & PAVING DETAILS & NOTES 6. WATER & SEWER PLAN & PROFILE 7. WATER & SEWER DETAILS & NOTES UTiliTY NOTES: LOCATION OF' EXISTING UTILITIES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBLITY TO FIELD VERIFY LOCATION OF UTILITIES PRIOR TO PROCEEDING WITH CONSTRUCTION. OTHER UTILITIES(IE GAS, POWER, CABLE, (ETC.) REQUIRED cOR [HE DEVELOPMENT OF THE PROJECT SHALL BE PLACED AND INSTALLED PER THE UTILITY PURVEYOR AI~D/OR CITY SPECIFICA T10~1, WHATEVER MAY GOVERN. EASEMENTS OTHER THAN THOSE SHOWN MAY BE I~EWUIRED PENDING FINAL UTILITY DESIGN AND HORIZONTAL LOCATION BY OTHERS. BLAKEY TOWNHOMES 604 MORRIS AVENUE S RENTON, INA 98055 COVER SHEET - .~------.---~-. --.. _- -'-'-'~I I I --,-""-,, -----.. 12-3-13 I ] I i J w ::l' .« z f- 0 uJ -, 0 a::: "- -------------- I/) G:I E 0 ..c: !::: :t 0 F- >. G:I ..lol:: m -III CONSTRUCTION SEQUENCE: 1. SCHEDULE AND ATTEND A PRECONSTRUCllON MEETING WITH THE CITY OF RENTON. 2.. INSTALL CONSTRUCTION ACCESS. 3. INSTALL SILT FENCE. 4. CONSTRUCT OFF-sm: STORM & I~ISTALL CB INSERTS. 5. ROUGH GRADE SI TE. 6. INSTALL REMAINING STORM WATER SYSTEM & UTILITIES. 7. FINE GRADE SITE. 8. PAVE AREAS AS INDICATED . 9. HYDROSEED REMAINING EXPOSED SOILS AND COVER AS APPROPRIATE '10. REMOVE TESC BMP'S UPON APPROVAL OF THE CITY OF RENTON. LEGEND: FILTER FABRIC PC:NCE ASPHALT REMOVAL CONCREIE REMOVAL EX CURB TO BE REMOIJED CONSTRUCTION ENTRANCE EX BUILDING TO BE REMOVED INLET PROTECTION APPROX. TEST PIT IOCATlmj Call 2 W",ki,,!! [lay" Before y",,, Dig '1 .. 800,,424 .. 5555 Utilities Y"<i"'g'''''''''; Location C.,,,t,,,. (I!:I,MT,NI:I,OI'l,WA) STAW NOT VALID -----_._. __ ._ ...... ---_. ----_ ..... _---------_._._---------------_ ... _._--------_ ... _----------------------------_._. __ ._--------- PORTION OF THE SE 1/4 OF THE SE 1/4 OF SECTIOI!'i1 18, TOWNSHIP 23 N, RANGE 5 E W.M. (1) S 8rd 81 ---<1' .---------.--EX c,". (I) al'/ Of !fIji/TON S!.-i'?va RiM .2fjJJ7 '\ ~ X'NTRCi. N(;;'.,: NO. t 140 1\- "" N, /7:U)48 }90 • ~ ~ E U.9.% 1.98 120 t_ .-- ~' -ttl &5 I l "";." ~ -()---~ --, -------_............... --.....---~ I Fi){)/VD {lA'll.'>:',' Cl,P W!!H H}NCH }}i,t~;t( IN CAS//NtJ (IL'/MAi6) (/IV OF Arf/!'JN SURI/E.)' CONTRct ,J,lOf!: Nr}. l fJ.9d II. ;/6,3;;/ {(J.-5' E !,Jg,~!. 159/1.15 11£ 24~i WM ttl Ft ,elf lOP Sf: -f/.r-W{,'[- BOUFH REMOVE EX CONG Sill JEW/ILK --'" AS NECESS,>\RY FOR UTILITY IMPROVEMENTS. SAWCUT AS NECESSARY SAWeUT AND REMOVE AS NECESSARY FOR UTILITY IMPROVEMENTS W1l Ell Ell !I'M REMOVE EX CURB _ NECESSARY TO INSTALL K1.'t ',,\' " I UTILITY IMPROVEMENTS. m '" SAWCUT AS NECESSARY COORD W! COR DICONNECTION & REMOVAL OF EX WATER SERVICE PM :::' 2b~5.l IE 12 ";HE [' = :"j,,51 D· ( 1 I BLAKEY TOWN'-"IOMES I . ..1 "'~ REMOVE EX BLDG APPURTENANCES (TYP) REMOVE GAS & SERVICE COORD W / GAS COMPANY EX h'OUSE REMOVe EX FENCE (TYP) r-, ~ 1-"""= •. =210 . I FABRIC cTNCE (iYP) '-fSA.VE ANO PROTECT EX WATER MEIER TO REMAIN INLET PROTECTION h'lil = 28, 70 /[ tr Af):;" if =--" 2346 I~ ~, I V [t !f()IJS, ;: I I ~///<LZ(/;:~// / /// / / ~/ //://(1.;.1-, I .. '/ • 'c' N 89"47'19" E li9.98' '-PfWP()Sm BLDG FOOTPRINT ftj' STABILIZED CONSTRUCTION ENTRANCE PER DETAIL SHEET 3 __ . ___ . __ .. _. ________ Squlb_7Ih plre§'lj) FOuND 8.RA):'.; C·1P WiTH pi JrVC/f iii/Hi( iN C4STfIv'&' (f2/0t/(}fj TESC NOTES ._-------_._.-.---------------- 1. THE IMPLEMENTATION OF THIS ESC PIAN AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADE OF THE ESC FACIUTIES ARE THE RESPONSI81UTY OF THE CONTRACTOR UNTIL All CONSTRUCTlON IS APPROVED. PRIOR TO THE crry's PRE -COl~STllUCTION MEETING, THE CONTRACTOR SHALL DESIGNATE THE PARTY RESPONSIBLE FOR THESE FACILITIES AND SHALL PROVIDE A 24-HOUR EMERGENCY NAME AND NUMBER TO THE CITY AND OWNER. 2. THE ESC FACILITIES SHOWN ON THIS PU\N MUST BE CONSTRUCTED IN CONJUNCTION WrrH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A ,,tIINNER AS TO ENSURE THAT SEDIMENT OR SEDIMENT LADEN WATER DOES NOT LEAVE THE SITE, ENTER THE DRAINAGE SYSTEM, OR VIOI.ATE APPLICABLE WATER STANDARDS. 3. THE ESC FACILJfIES SHOWN ON THIS PLAN ARE THE MIN,MUM REQUIREMENTS FOR ANTICIPATED SITE CO~JDITiONS. DURING THE CONSTRUCTION PERIOD, TIlESE ESC FACILJfIES SHALL BE UPGRADED (LG., ADDrrlONAL SUMPS, RELOCATION OF DITCHES, AND SILT FENCES, Ere.) AS NEEDED FOR UNEXPECTED STORM EVENTS. 4. THE ESC FACIUTIES SHALL BE INSPECTED D,~ILY BY THE CONTRACTOR AND MAINTAINED AS NECESSARY, OR AS DIRECTED BY THE CITY OF SEATfLE, TO ENSUREfHEIR CONTINUED FUNCTIONING. 5. THE CO~JTRACTOR IS RESPONSIBLE FOR QUALIfY OF ALL STORM WATER DISCHARGE FROM THE SITE. THE CONTRACTOR IS RESPONSIBLE FOR ACTIVELY MONITORING AND TESTING THE STORMWATER PRIOR TO DISCHARGE IN ACCORDANCE THE DOE STANDARDS. THE STORM WArm DISCHARGE SHALL NOT EXCEED THE WATER QUALITY STANDARD FOR SURFACE WATERS OF THE STATE OF WASHINGTON AS OUTUNEO IN CHAPTER 173-201A Of THE WAC. 6. ANY AREA STRIPPED OF VEGETATION, INCLUDING ROADWAY EMBAI'IKMENTS WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD OF 15 DAYS, SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVlD ESC METHODS (E.G., SEEDING, MULCHING, Nrnl~IG" EROSION BlANKETS, ETC.). 7. THE ESC FACILITIES ON INACTIVE SITES SHAll BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 24 HOURS FOLLOWING A STORM EVENT. 8. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDnlONAL MEASURES MAY BE REQUIRED TO ENSURE '!HAT ALI. PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PHOJECT. THE COmRACTOR SHALL PROVIDE A WHEEL CLEANING STAnON TO CLEAN WHEELS AND THE UNDERCARRIAGE OF TRUCKS BEFORE LEA\lNG THE SITE. ALL WAfER FROM THE WHEEL CLEANING STAfiON SHALL BE COU_ECTED AND ROUTED THROUGH THE ON-SITE SEDIMENT CONrfWL fACIUTY PRIOR TO DISCHARGE FROM THE SITE. 9. THE CONTRACTOR SHALL PROVIDE AN AREA FOR -!HE WASHOUT FROM THE CONCRETE TRUCKS. THIS AREA MAY BE ONE OF THE FOLLOWING: A. A SLURRY PIT THAT WILL BE LATER BACKFILLED B. AN AREA WHERE THE CONCRETE WASH CAN HARDEN AND BE BROKEN UP AND DISPOSED OF C. AN ARE'A NOT SUBJECT TO SURFACE WATER RUNOFF AND MORE THAN 50 FEET AWAY FROM A STORM DRAIN, OPEN DiTCH OR RECEIVING WATER. D. CC,TrlACTOR MAY ELECT TO PERFORM WASHOUT OFF SITE AT AN APPROVED LOCATION. 10. PRIOR TO ANY SITE CONSTRUCTION (WHICH INCLUDES CLEARING OR GRADING THE SITE), CLEARING UMITS SHALL BE LOCATED AND FIELD IDENTIFIED BY THE PROJECT SURVEYOR. 11. ALL STOCKPILES ARE TO BE LOCATED IN SAFE AREAS AND ADEQUATELY PROTECTED BY PLASlIC SHEEnNG AND FillER fE.NCE. 12. DISCHARGE FROM THE DEWATERING OF THE EXCAVATIONS SHALL BE ROUTED THROUGH ESC FACILITIES PRIOR TO DISCHARGE FROM THE SITE. SEDIMENT LADE~l WMEil FROM THIS ACTIVITY SIIALL NOT BE ALLOWED TO DISCHARGE FROM THE SITE. CONTRACTOR SH/.LL IMPLEMENT SITE DEWATERING DISCHARGE TO THE eln STREET, CATCH BASIN, OR SEVIER AfTER APPROVAL BY STREET USE INSPECTOR. 13. THE CONTRACTOR SHAi_L INSTALL CATCH BASIN INSERTS IN AIL EXISTING CATCH BASINS UNTIL REMOVeD AND ALL NEW CATCH BASINS IMMEDIATELY AFTER INSTALLATION WITHIN PROJECT LIMITS OR IMPACTED BY PROJECT CONSTRUCTION . GRAPHIC SCALE 20 0 10 -=JI!CB .... 1 SCALE IN FEET 20 ..l LITCHJ:I"'IELD ENGINEERING 1 ...... ------------. .-------. 1 "=~ """,'1lm~'~4,~~-, r--------C-, I-T-, y--O-F----,--------B-l-A-K-E--Y-T-O-W-N-H-O-f\XES-·~---·------"'''"'''\2-_·-3-_--1-3- DESI3NED: LUI _+ ___________ +-__ + ___ . __ -IMMOlAWN..-,-KAL----t-----j RENTO~~ 604 MORRIS AVENUE S :;:0" SUR\I'E:Yfil: 12840 81ST AVENUE NE Kirkland, Washjngton 98034 l (425) 821-5038 FAX (425L=21-=~7 .. ~9_ 1-1-:::::::::::::::tS-UBMI-TTED ... T-ci-c-L.I-_ENfT~~~~~~~~~::.-------+--::KA-::L-t-:Z::-_-::3 -_1:::3:1--'KA·;-L,,..,-,,,...,-KA.:..:::.,L _ ... -... ---"'''''" R E NTO N, WA 98055 """''''' NO, . ________ . __ -----+-..:.:.:=--F--=--.:..::}.....:.:::::...--I CH'''''''kAL AT roLL ""'" Planning/Building/Public Works Dept. SHu"T: OF: BY l DATE }\PPR -.-P-"""-ff.-;-'----~~~~~:.Y _~ __ KA~L ____ ~ ___ .. __ ~ ______ i... __ . ______ .. ___ .. ____ Ct-l.L~~~f!JNE[)"A=-.N::;:,D::;:,~,""\'I:.::'E:::..D ____________________ , NO. REVISIO~I ___ .__ _ __ ~ _______________________ --L TESC & DEMOUTION -----. I~I] 2-,-_LT III (l) w E ::;; 0 <: .c z c f-a ;: w -, 0 0 l-tt: [L >-(l) ~ «J -III .. , . I i L .1(JII'mlIN Fll TERf'I\BRIGSHllLL S. SPLICED AT POSTS. us. STAl".IiS; WIR,!; RINGS, Oft ~QUM!\!.E"''' TO 1111 ACH FAIlRiCTO I'DS!S. ./ 2""'" BY 14 Ga. MR. OR EWIVJlLENT,IF3TAiIlllARIl STRENGTH FAI!RIi;H,lSED FILlER fAJlHIC ---4-ftiI --····r ! I I I I u POST SPACING MAY BE INCREASED TO 8' IF \MR,!; BACKING IS lJSED IliiIlllYIi!S 1. COfllDilIC\II OF USE ·r .-. -T·· , 1.1. SILT FENCE MAY BE USED DQ'IIlNSLOPE OF ALlIJISTUI'tBED AREA,,"l,. MINIMUM 4'K4" TrlENCH BACKFill TRENCH Win; NKnVESOIL 2'd' WOOD POs15, SlEEL FENCE POSTS, RE!lIIJ<. OR EClUIIiALENT !g !.:i I • IN I 1.2. SILT FENCE IS NOr INTENDED TO TREAT CONCENTRATED FLOWS, N.ORIS.INTEI'lDEIJ TO TREAT $U!lSTANTIAL AMOUNTS OF OllEPJ.AIII.1J FLOIN. ANY CONCENTRATED FLOW MOST BE CONvEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRf,P OR POND. :t m'l!IG~ ANIl iIl!STALLATlOi~ !ll"ECIFICATlOI'IS 2.1. THE GEOTEXTILE lISED MOST MET THE STMIDAFID LISTED BELLOW. A OOPfaF THE MANUFACTURER'S FABRIC SPECIFICATIONS MOST BE AVAILAl3LE ON SITE. ·----r!"3"'O:10DS "vc,IZEIQ.50 015Mt.t FOR SILT FilM A,)S rA~·n",1 1)471::,1) _______ ==="c;;;:;-;-__ f'::oO-.~lOCi SI!:VE SILl::' f(ULHU5MtJl; Fon OTHI:J{ r.1:l. :'.(;1(::; ~y!.\TER. PER.fV-IITrlV11"Y (AS~M D4~j,-i _-+,0.",[0 S.EC":-l fIIllNJilJlUIV ,11.DlBS. MIN. FOR-£)f]RA STREN:3H FABRIC GRAB TENSILE STRENCHT lAS 111.,1 [M632.) 110Q '-05; fJl(N. rOR STANDARD STRfNGHT rA[)HI:C GRA~!ENSILf ELO~IGATION \ASTfYl D4632l· 30% {\<}AX, ___________ 1 ULTRAVlOLn,Tt kl:SISTAI'KF "(ASTM D43.5.S) 70% !v'I1~M<=' ___ _ 2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE aACKING TO INCREASE THE STRENGT~I OF TIlE FENCE. WI REBACKING OR CLOSEI'! POST SP.""CING MAY BE REOLJIREDFOR EXTRA STREN.GTH FAEIRIC IF FIELD P[,;RI'·ORllMNCE WARRANTS A.STRONGER FENCE. 2.3. WHERE THE FEI~CE IS INSTALLED, THE SLOPE SHJI.LL NOT BE S;':"PERTI-IAN 21i:1V . . . 204. IF A TYPICAL SILT FENCE IS USED, THE STANDARIJ4-XA TRENCH MAY NOT!!E .REDUCED AS LONGA!> THIi: BOTTOM S INCKESQF THE SILT FEMCE IS VI/Eli. BURIED AND SECURE I~~ A TRENCH THAT STABILIZES THE FENCE AND DOE::; N9T AlLOW WATER TO FlYPASS OR IJNDERMINE THE SILT FENCE. 3. MAliIlTEI'IIANCEST.tIJIDAIUl5 3.1. ANY DAMAGE SHAll SEREPAlR IMMEDIATELY. 3.2, IF CONCENTRATED FLOES ARE. EVIOEl'lT UPHllL.oD THE FENCE, THEY MUST BE.INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. :;.3. IT is IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNSO!" THE FENCE ClOIilGING AND ACTING AS /II BARRI.ER TO FLOW AND TI~EN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVED THE TRAP SEDIMENT. 3.4. SEDIMENT MOST BE REMOVED WHEN t;)EDIMENT 13 0 INCHES HIGH. 3'£i. IF THE; FILTER FABRIC.[IGEOTElITILE) HAS DETERIORATED DUE TO UL:rRAVIOLET IiI'iEAKDOViI'N, .IT SHALL BE REPLACED. LITCHFIF.LD ENGINEERING .u ~ . . - I C.,II 2 W",rk"'g [lays Befo, .. V", .. Dig 12840 81ST AVENUE NE 1 .. 800 .. 424.,5555 Kirkland, Washington 98034 (425) 821-5038 FAX (425) 821-5739 ---- INSTAll DR!\lEWA)' CULVER, IF THERE is A ROADSIDE [JITCH PRESENT, M PEf, CITY ROAD ST~NI:IAl'lOO \ DRIVEWAYS SKALl BE PAVED TO THE EOOlE OF R-O-W PRIOR TO INSTALLATION OF THE OOIiSlFWCTION ENTR!INCE 10 AVOID DIl_GING OF THE ROADWAY IT IS RECOMMENDED THAT THE ENTRANCE a~ CROWNED SO TH~T RUNOFF DRAiNS OFF THE PA'[} 1. eOItiDITIOI'HlHltiE 1.1. CONSTRUCTiON ENTRANCE SHALL BE STABILll!"D WH EREVER mAFFiC WILL BE LEAVING A CONSTRUCTlml SITE AM) TRAVELING ON PAVED ROAD.S OR OTHER PAVED AREAS WITHIN 1,0(10 FEET OF THE SITE. GRA8 TENSILCSTREBNGTH !A_STM D4751} jlOOP'iMiN:-------- GRA8 TE~SI U'~lhjJlvi D4,;32:, r:3:"-0'",Yo:"IV;;.IA",,X,,:' :---------1 MJI!HI B~J!i[~T STr:[%TH iASTM )3786"80"'1. .::::.oPS'-~~N", . AOS(A5nJ D4751) " 20·45 (U.S. Srt}.!!)ARDSlfVESIZEl :1:. DESIGN AI\!DIN~TAl-LAnON $!'EC~F!CA1l0Ni~ 2.1. HOG FUEL ('11/000 BASED MULCH) MAY BE SUBSTITUTED FOROR COMBINED WITH QUARRY SPALL:;; !N ARES THAT WILL BOT BE USED FOR PERMANENT ROADS: HOG FUEL IS NOT RECOMMEiNDED FOR ENTRANCE STABILIZATION IN URBAN .AF~S. TH.E INSPECTOR MAY AT ANY TIME I~EQU!RE TI-IE USE OF llUARRY .sP,!\LlS IF THE HOG FUEL IS NOT PREliENTliIIG SEDIMENT FROM BEINGTRACKEO ONTO PAVEMENT OR IFTHE flOG FUEl. is BEING CARRilED ONTO PAVEMENT. 2.2. FEf~CiNG SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTIWCTION ENTRANCE. 2,3. WHENEVER POSSIBLE, THE ENTRANCE SHAll BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE. THIS CAN 8UIlSTANTIALl Y INCREASE THE EFFECTIVENESS OF THE PAD AI'I!D REDUCE THE NEED FOR MAINTENJl.NCE. ll. MAlIllTENAl1i.CE 5TANIIAI'ttiS 3,;::\. 3.4. lUi .-~-.. -,- ---- QUARRY SPALlS SHALL BE ADDED IF THE PAl,) t;S NO LONOERIN ACCORDANCE WITH THE SPECIFICATIONS. If THE ENTRANCE IS NOT PREVENTING SEDIME~dT BEING mACKEO ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OFSE[IIME~H SHALL BE USED. THIS MAY INCLUDE STREET SWEEPiNG, AN INCRF.ASE IN THE DIMENSIONS OF THE ENTRANCE, OR THEINSTALLATIOIll OF THE WHEEL WASH. IF WASHING IS USED, IT SHALL BEDONE ON AN MEA COVERED WITH CRUSHED ROCK, (\N[) WASHED WATER SHALL DRAlr4 TO A 5EOIMENT TRAP OR PCiND. ANY SEDIMENT THAT IS TRACI~EO Or~TO P,IWf.MENT SHAll BE REMOVED IMMEDIATEl '(BY SWEEPING. THE SEDiMENT COLLE;CTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHAll NOT BE CLEANED BY WASHING DOWN THE.STREET; EXCEPT WHEN SWEEPiNG IS INEFi"ECTIVEAND THEHE IS A THREAT TO PUBLIC SAFETY, IF IT NECESSARY io WASH iHESTRt:.IHS, . .A SIlflALI. SUMP MUST BECQNDLICTED. THE SEDII1IIENT ·1f/aUlD THEN BE WIISHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHARGED APPROPRIATELY. ANY QUARRY SPAlLS THArARE LOOSENED FROM THE f~A[jAMD Er~D UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENC!r~G SHAlL BE INSTALLED TO CONTROL TRAFFIC. ~ .---.-----~--_. ._--- SI.lf,>;E"lfJ); .------.-------.~ ._--.. . -_._----_. I'<T5 "OR ._. . "---_ . o~W: KAL -~-,.--,~.--.. _-.. _ .. -l"lF.AWN: ---KAt. ON:;: INCH DRAJNAGE GRATE ii TKIM GRATE FRAME SEDIMENT AND DEBRIS OVEr~FLOW BYPA.SS ~ . BELOW I'ILET GRATE DEVICE 2. 3. I· ". : • j;, I' I I • i < ~ I • 'j;, llRAI~AGE GRATE -RECTANGULAFI GRATE SHOWN BELOW INLET GP.ATE DEVICE FiLTERED WATER , . SECTION VIEW 'f., • • j;, • • I) • ... OVERFLOW BYPASS (!Yr.) Size the Below Irlel Grata Device (BIGOl for Ihe storm water struct",,, It ,,;11 sef'iice. The BIGD shall have a built-in high-flow relisf system (overflow bypass). The r<ljrieval syslem must allow removal of tr.e BIGD without spilling the colleclod mllterial. 4. Perform maintenance in accordance with standard Speclficalion 8-01.3(15). CITY OF REI\lTON BLAKEY TOWNHO 604 MORRIS AVEN RENTON, WA 98 MES UE S 055 , .. ", . " iii",,, 1.1","".", • .,,,, ... <1 LocaUo" Ce,nt",rI (lD,MT,IIID,OR, WA) STAMP NOT VALID UNLESS SIGNED A~O DATED I SUBMITTED TO CLIENT KA.L 12-3-'13 ~L ,-KAi. I AT FULL SCALE I Pianning/Building/Public Works Dept. IF "NOT ct-IE IIiCH NO. ,"EVISION BY DATE APPR -SCALE ACOORDINGI.Y KAL S TEse DETAIL -----.... _------"" .. -.. -~-.----............. ---. _ ... _ .. -.. LI -----~---'-----------.-~--'----------""-- " );-, .. ._ ......... - DAl""E~ 12-3-13 flELOSCI:I+I:: PAGE: ·mwWfiW:: "'" ...,,_ .. Sflffi: or, 3 7 ] J B w "" <- <C z ti w -, 0 '" "- II) IJ.) E 0 .c: b it:: 0 I- » IJ.) Jit: ml -III LEGEND: ---------0.__ PROPERTY LINE ~~~~ PROPOSED BUILDING 0_ -_ 0 ___ 000 ----BLDG OVERflANG ClL_2C}] CONCREfE WAlJ(WAY [ --] 11I11 I. STAMPED CONCREfE ASPHALT -'------ __ ----STORM DRAINAGE STRUCTURE ':::; I ~ STORM DRAINAGE PIPE r ~·--------CONNECT TO SO LINE DRAIN I r·· ,,~1: -----DOWNSPOUT LINE -----DS -----CLEANOlJT o U o -------------SEWER CLEANOUT ~~~I~~ c"n 2 Worki"!! Days iii .... ,.", y",,, Dig 1 .. 800 .. 424 .. 5555 Utiliti .. " 1.1",<1"'9,,,,..,<1 I.ocatio", C .... t". 1!I:l,MT,ND,OR,WAI STAMP 'lOT VALID CNLESS SIGNED AND DATED '---__________________ 0. ___ _ ·~ ___ o ____________ • ___ _ _ _______ 0 ___ . ___ .. ____ 00._ PORTION OF THE SE 1/4 OF THE SE 1/4 OF SECTION 18, TOWNSHIP 23 N, RANGE 5 E W.M. PATCH CONICf,ltlt S!W--.. AT UTILITY TRENCH PER COR ,005.1 ASPHALT CONCRETE PAVEMENT REPAIR. MATCH EX PVMT ocoo'I A ' ,,\ RESTORATION W/ IN THE ROW SHALL MEET THE COR TRENCH RESTORATION STANDARDS CEMENT CONCRETE TRAFFIC CURB PER WSDOT sm PLAN F-10.12-00 MATCH HEIGHT OF EXISTING CURB IE 24.15 55 LF 6" SO @ I..U7,-~_ .. HIM .:.:: 26.90 fAJDE!? eN S()uT/-/ IE !2~' ADS if = ',c[U;5 /F /2'? f.BS F ."" 22.:2 IE 12" /:0,5 S =: 20,94 I ~.o--+:;ji'_o-o:-oo-;:¢ll\; Ay"L -' (.'8 ~----,~~."-~--- /(!M ,"C: 26.5/ IE 12'" ;WS [ -=-22.·57 PERFORATED DOWNSPOUT CONNECTION SEE DETAIL C.2.11.A LITCHFIELD ENGINEERING ____ 0. __________ 12840 81ST A VENUE NE 1---- Kirkland, Washington 98034 (425) 821-5038 FAX (42.5) 821-57.39 1 NO. \ . __ . - LeB !Itif' SU8MITTED TO CLIENT BLAKEY TOWNHOMES 113LF5"SD@1% (DS CONNECTION) FOOTING DRAIN CONNECTION PER COR 8027 W/ FRAME & GRATE PER COR 8020.1 & RIM 27.0 IE 24.3 !4" NE) IN IE 23.6 16" N,E) IN IE 23.6 (12" SW) OUT lOT 4- PER COR 8076-1 (TYP) RIM 27.4 IE 24.7 15' J-CEMEI~T CONCRETE PAVEMENT )-M,~TCH GRADE AT EX ALLEY I CONCRETE. REFER TO ARCH DWGS FOR STAMP/SCORING PATIERN i'i-IJER~iEAEILE PAVEMENT FOR PARKING f,REAS ONLY I I I I I I I I I I I I I I I I V, / f1 I GENERAL SITE NOTES: TOTAL PROPERTY AREA: 9,598 SF AREA OF WORK: 9,598 SF APPROXIMATE EARTHWORK QUANTITIES: CUT VOLUME: 350 CY (INCLUDES STRIPPING) FILL VOLUME: 120 CY -- TYPE AND LOCAl1mJ OF FILL ORIGIN TO BE DETERMINED BY CONTRACTOR FROM AN APPROVED SOURCEo DESTINATION OF SOIL REMOVED FROM THE SITE SHALL BE DETERMINED BY THE CONTRACTOR AND SHALL BE AN APPROVED SITEo THE QUANTITIES SHOWN ARE PRELIMINARY ESTIMATES ONLY AND INTENDED FOR MUNICIPAL PERMITTING AND REVIEW cOEESo THE CONTRACTOR SHALL IGNORE THESE QUANTITIES, THEY ARE EXCLUDED FROM THE BID DOCLIMENT INFORMATION THESE VOLUMES SHALL NOT BE USED BY 1tIE CONTRACTOR AS A BASIS FOR ANY CONTRACTUAL INFORMATION. THE CONTRACTOR SHALL PREPARE THEIR OWN EARTHWORK QUANTITIES BASED O~I THE INFORMATION PROVIDED IN THE CONTRACT DOCUMENTS, INCLUDING BUT i~OT LIMITED TO DRAWINGS, SPECIFICATIONS, AND THE GEOTECHNICAL REPORT. SD CAPACITY C.::::A~L::.:::Cc.:.::U=L.::A-"-'T'-'-'IO:::.c:N_=_: ____ _ 100-YR PEAK FLOW RATE: 0012 CFS 6-INCH PVC PIPE @LO% CAPACITY = 0065CFS rP,RMEABLE PAVEMeNT -4" POROUS ASPHALTIC CO~iCRETE OVER 5" MIN THICKNESS FREE-DRAINING SAND OR GRAVEL BASE I FREE-DRAINIi1G BASE SHALL HAVE LESS THAN 5% FINES (MATERIAL PASSING #200 I SIEVE BASED ON THE FRACTION PASSING THE #4 SIEVE) POROUS CONCRETE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 10 INCHES PER HOUR IMMEDIATELY AFTER THE SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEASI 10 MINUTES. COMPLIANCE \11TH THIS MINIMUM SHALL BE CHECKED PRIOR TO CONSTRUCTION APPROVAL OF THE PAVEMENT. I I I 17 LF 12" SO @ 1.0% South 7tIJ Street I ____ o _____ ._. _____________ ~ REViSION CONNECT SO TO EX CB IE 2.3.45 - 1<Al. BY :=L ___ _ 12-3-13 Kl'll DATE APPR SUR\IroD: I ~ """''':KAL -----1 1 "=20' !JPJiWI4: KAL I OM!;: INCII --1 a;E(:t~rn: AT roLL ~ KAt if NOT ONE IMCH ili'i'RO~: H~Al.E I'I(.'CjJruJlMGLY KAL FOUND sriASS' CAP WliN PUNa;, liARK /N CAS,r:WC (/2/05/08) _ __ 0 VERIlCAL: ~Y\'iD 19~ HORIZONTtL: NAIl 1963 1991 - CITY OF RENTON Cj) Planning/BUilding/Public Works Oept. GRAPHIC SCALE 20 0 10 20 illar-D·=-=-=::JlIlliWC:::J'IIJiIll." .--l. ~ .. SCALE IN FUel' BLAKEY TOWN HOMES 12-0 3-0 13 604 MORRIS AVENUE S RENTON, WA 98055 GRADING, DRAINAGE & PAVING SIIEEr; OF: 4 7 I I I I _TI L w ~ 1-o W -:> o ct: "- Sunace Water Drainage ~~otes and Specnica:tions 1. BEFORE A;IY CONSTRlICTION OR DEVELOPMENT ACrlVllY OCCURS, A PRE-CONSTRUCTION MEETING MUST BE fiELD WITH THE CITY OF RENTON plJ\N REVIEWER, 2, ALL CONSTRUCTION SHALL BE ,;1 ACCORDANCE WIIH THE STI'.NDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCL'lTION (APWA), AS AMENDED BY THE CilY OF RENTON PUBUC WORl(S DEPARTMENT, 3. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE Cm,STRUCTED ACCORDING TO THE APPROVED PLANS. WHICH ARE ON FILE IN THE PU8L1C WORKS DEPARTMENT, ANY DEVUlTION FROM THE APPROVED PlJ\NS Will REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTIUlY SECTION, 4, A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTIRUCTION IS iN PROGRESS, 5, DAfUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED flY THE CITY OF RENTON PUBLIC WORKS DEPARTMEN r. REFERENCE BENCHMARK ANO ELEVAfIONS ARE NOTED ON THE PLANS. 6, ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERArION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORiLY MJlJNTAINED UNTIL CONSTRUCTION IS COMPlEJED AND THE POTENTIAL FOR ON-SiTE EROSION HAS PASSED, 7. ALL RETENTION/DETEt,TION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO m IN CONJUNCTION WITH IILL CONSTRUCTiON ACTIVllY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTI LIlY SECTION. 8, GRASS SEED MAY BE APPUED 8Y HYDROSEEDING, THE GRASS SEED MIXTURE, O"IliER THAN CIT'! OC RENTON APPROVED STANDARD MIXES, SHALL BE SUBMITTED BY A LANDSCAPE ARCHITECT AND APPROVED Ill' THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTIL1T'! SECTION, 9. ALL PIPE AND APPURTENANCL'S SHALL BE lAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7-1lB,3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BF11DGE CONSTRUCTION, THIS SHIILL INCLUDE NECESS.~RY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE UENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C", WITH THE EXCEPTIO~I OF I've PIPE. ALL TRENCH BACKF1LL SHALL BE COMPACTED TO MINIMUM 95 % FOR PAVEMEiiT AND STRUCTURAL FILL AND 90 % OTHERWISE PER ASTM D-1557-70, PEA GP,AVEL BEDDING SH,~LL BE 6 INCHES OVER AND UNUER PVC PIPE. 10, GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACILITIES SHALL HAVE ASPHALT TREATMENT #1 OR BHTER INSIDE AND OUTSIDE. 11. STRUCTURES SHALL NOT BE PERMITfED WITHIN 10 FEET OF THE SPRING LINE OF ANY SfORM DR.lJNAGE PIPE, OR 15 FEEf FROM THE TOP OF ANY CHANNEL BANK. 12, ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0,10 FEEf BELOW PAVEMENT LEVEL. 13, OPEN CUT ROAD CROSSINGS THROUGH EXIS11NG PUBUC RIGHT OF WAY WILL NOT BE ALLOWED UNLESS SPECIFiCAcLY APPROVED BY CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS ADMINISTRATOR. 14, ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHIlL!. BE OF SOLIND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4 -8 ItJCH ROCK I 40 -70 % PASSING; 2 -4 INCH ROCK I 30 -40 % PASSING; AND UESS THAN 2 iNCH ROCK / 10 -20 % PIISSING. 15. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS :,pPROVED BY THE CIT'! plJ\N REVIEWER OR SURFACE WATm UTILITY SECTION, AN ACCURATELY DIMENSIONED, CERTIFIED AS-BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL 8E SUBMm'ED TO THE CITY UPON COMPLETION, 16, ISSUANCE OF THE BUILDING OR CONSTRUCTIOt~ PERMITS BY THE CllY OF RENTON DOES NOT RELIEVE THE OWNlR OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABIliTY CONNECTED WITH STORM SURFACE WAfER DISPOSITION, FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY 08L1GAllO~J FOR THE PROPER FUNCTIONING AND MAIN'fH1ANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION, 17. THE CONTRACTOR SHAl.L BE RESPONSIBLE FOR PROVIDING ,~DEQUATE SAFEGUARD, SAFElY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFElY OF THE PUBIJC, AND TO PROTECT PROPERlY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED B'( THE CONTRACT, ANY WORK W111IlN TilE lRAVELED RIGHT OF WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHIILl REOUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPPRTMENT. TRANSPORTATIOI~ SYSltMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHPa III'PLY. 18, SPECIAL DRAINAGE MEASURES WILL BE REQUIRED IF THE PROJECT LOCATION IS WITHIH THE AQUIFER PROTECTION AREA (APA), 19, THE FOOTING DRAINAGE SYSTEM AND THE ROOF DOWNSPOUT SYSTEM SHALL NOT BE INTERCONNECTED UNLESS SUCH CONNECTION IS AT LEAST 1 FOOT BELOW THE FOOTING DRAINAGE SYSTEM AND DOWNSLOPE OF TIlE BUILDING FOUNDATION. ROUTE FTG DRAJNS THROUGH A CB PRIOR TO CONNECTION, lO, PROVILJE. AND MAINTAIN TEMPORARY SEDIMENTATION COLLECTION FACILITIES TO ENSURE SEDIMENT OR OTHER HAZARDOUS MATERIAL DO NOT ENTER THE STORM DRAINAGE sysrEM, 21, PRIOR TO FINAL INSPECT'ON AND ACCEPTANCE OF STORM DRAINAGE WORK. PIPES AND STORM DRAIN STRUCTURES SHALL BE CLE~NEO AND FLUSHED, ANY OBSTRUCTIONS TO FLOW WITHIN THE STOHM DRAIN SYSTEM, (SUCH AS RUBBLE, MORTAR AND WEDGED DEBRIS). SHAUL BE REMOVED AT T4E NEAREST STRUCTURE. WASH WATER OF ANY SORT SHALL t~OT BE DISCHARGED TO THE STORM DRAIN SYSTEM OR SURFACE WATERS, 22, DR/liNAGE PIPE WITHIN THE RIGHT OF WAY WITH LESS THAN 2 FEn OF COVER SI·IALL BE DUCTILE IRON, 23, CONTRACTOR SHALL FiElD VERIFY I.E. AT ALL CONNECllONS TO EXISTING, IF MEASURED i.E. DOES NOT MATCH i.E, SHO\'lI~ ON THESE DRAWINGS, CALL ENGINEER PRIOH TO COMMENCING CONNECTION, """"""'W'-~~..,,/~~ Call 2 W<>.k;"!:II!:i"y'" !lef" ... 'fo,", Dig 1 .. 800 .. 424 .. 5555 Utilities 1I,,,le'g.,, .. ,,d !...,,,,,,ti,,,, C.,nte. 111),1111',1110,011, WAI STAMP NOT VALID UNLESS SIGNED AND DATED LITe HFIELD ENGINEERING 12840 81ST AVENUE NE Kirkland, Washington 98034 (425) 821-5038 FAX (425) 821-5739 .. _-----' '-----------------------------_ .. -_. .. _-_._ .. _-_._._ .. -.. ------.-- [PiP!!!. ,jU..l,OiW:$i!,~e!i$.l lII.ItIaiIIi.lilI lI"IPM MAWlMIIL .-_or", I'!EI~~~DCR .. ~~("'ONClIt8"E ,\LL '&."Ti\L i'lP!1 ". CP::!llP'" " (aTO $FF.C. Ml!;i.1(fJ iIXlUI"JWAIJ./'VC - ! 0lm.3Pro.!MlIi,1~1)J ,. ~ILE WALLI>'.'C . ($m.5~'l!ic.INl5;I~i ,~ . "' "Ctl'JlrJIYI"!'ED PC!..'t"E1lM.ENE sromJlfiWSRPIP1! QM::i'ruoaAR f/CQF' fOfta" I'EIGHI TWO~ MRHOCFS FCIft 1:;!' HEIGHT ~m~ 1. A3mccslMb!aa~"\\l\nti'lBre!lSr~tn!l1I. f'~Mrf1ME I!llSlCTIOiii, fibam (ph<»::i .oooordbf,f ill i.Im Stamlim::i Spe~l, or WIre IMM ~ a riiinlnwm '3.rm'l of 0."12 a:qual'tllru1tns perfootsilmll be !.!Wrl wni'! J:ha mll!rnufl mqun.(i rmw;shown In too A!. T!lWA'11liJii f'1\l~ BASE m:m7.!+t IJi'Im rnwh '!Ihill! NOt 00 p1msd in t1ia kliOOko:Jt& Z. l1I9 t"~ diernr<WK$i1all not be gr6ff/.erlMn 2il". KnOGktJlJts iiihall t:lNi!l a tMl~ ti~ 0: J!' mlntm~m 10.:1.5" m;mlmUIITI. Providill a 1$" mlnlmlJm 90P belW$6'1 tin ~1Jt1Jl'aD anil h ciJJlsIda ofih'il pips. Aftetitm!lifJ'e iBii'Kil5!llW, fillltJl> ~pYllithJ!'Jlnt!ll!J1"tarin~ \l!lth ffiaIld3Ht! ~::at!on 9«,2. 3. TOO mamml'Jfl aep.'<!lrom Iti., fimehe::! gtSOO I.t;llha kiwe:61 plps rnw.;r!: sivla b$ 5'. 4, IlIe frtli'119 !'lOO IPf* mutl 00 inlOOllm;I wi!h ~ &iI1~ ~ b. nw ~&w& fkwtloo mayOO\IIiJ srounded lIoof,artdi:1l&waUirrsy b!J ~lIJr,Jf:id ~a ruts ~ 1:24 or.,lIl6'p!lf. O. TIw opar/nu stM~ l);;; 11I"lem!!II~d s11he lop ofthfl Pl"'Ica6t baoo aac:liofl. .,. AD pk;Irup h~ sha!! bli'l ~rul.ltfvrl fuli afwrihe Im!;!n 1100 b'HHl p!!ltOO. 6, All ~~*-' rir~ {'Inti =ting? ,sh6i! be wt in mQrter l~ ~rloo wItl'J sttIm:lard Sj'JQl:ffiCl.1lun 9->04.3. ~OI TI 'c ~l:)~ ,-I-"[,,,;LV " W 111-, "if)Urj j -I P(r\I:EL::)' ..J\:.-H,'/[::ER E.\CJ.',rJ~lI';)1' JQI'I-li-, Il(; )-1 1: Jf-'I-'_-"I~ ,'; r:~~0:",1 r.- 1, ~,.T ;,i'l 1 -, n-'+ CET',IL :;-/)""'E -~Crl:Jl'.[:\IC ~ \:",F ES (SF''-c>:JHT ,(:; I' :>"[_f-i~U -:~IJI'W"L~ --:l~ "r',_.';CF~n 'I':'E~: I':' -". ',1;'':''1 1:,',T.o.ll y (,[,irN ';:;-Kf-.::lf~ SI:'1E~Y~.LI'; "'CJ.":"L-~ 1.1 :;IJRE RANDOM FILL z TRENCH X-SECTiON NTS FILTER 6" PERF PIPE ~" - ROCK ,\" WASHED • PLAN VIEW OF ROOF NTS slope [ I I l_ ~~==:g-,~~11' ~ANOUi\.M 6WJ!W'rEm IlEfIT'I@Il1 ~ IlfIREAOOOOllM.'R-- 1f'0I~~~~ _<CV'" "V;,'" 8l:E NO'I'E 1 N..TI!IIli1;IA~ PIlifmAM' MSE SEL~IN 'IPfI iM\,L~WAt-tlCfilS ......... SI'!"IW!;,TEmIrH, 11Hl1b1t! '"""""" RS/i'jFORCE!'l OR " f'!J.ItllCI".)tl(.':KElE M.t "'''''At ;>!N;. .. Cf$SP1't " (G1O, ere;. M52\l) SOI.IDWAlJ.f"JC Itri'O, &f'EC_IMi!.'1~1)) .. PROFILE WAU. I"iC .. ~,Sf'Ec. ~j~» ;< CQI1RI,Ia},Y"D POL'fEll-M.F.NE smrlM m,wm PIP'; .. 1, AI> sooep1sb"" ,edllm'~ 10 the ra'l2r Btlmm in !he PRE~ BAlll!!! QI;CTION, floom (~ aa:ordlnJ; ro 100 Slartoaro ~~ ()r wlflJ IOOfIi'I hll'Mfj III minimum ama ofO.1Z aIl1I8tl1!1TI:tlo8 pwl\Dsht!:1 no YSed .... fll! tho minimum r&q\llnld I'<Otmr ai1l:l¥m 1'1 It» o\l.,'f!iW.o\"f'!VE Pru!t':A$T lfA:$iC~. Wiro I'I"liittl !Illrtill i"!UI f)Q p1Esd In the knooloolHa. 2. ThB killK::~olil !fu<'Il.;t2r aMiI nOl bs {l~ Ilmn 18'. Kmtl«!l!I!IlIIh!aJ! ha-<Il!I!i wa!11~ ci2' rnlntrmJm trI2.3' ~mlJm. f'1Wid!! 81.5" m;~lmljm DllP batwa:w tiw lmockoUll!J'l3ll ;Jrl(iiha .,~ofitl\l plj:le.. After lha IlIIl'9 Ie il'llltell8d, lill tl'ttI ~ -Nkh.iMlt IT'ICftIr Ir~ ~ with Stund!!ird SW..JclIir;;lltkr4'l ec4.a :;. Ttra I1'W!I1lum deplh fJrm1 tOO linliood ei"OOtl Ie ~ ~ 1Jip& irrvert \loan 005'. 4. lllii'b'rllf:lll aoo IJrM meyoo ImriliJ!is(j wI!Il !ffi,/laI~l.Ipcr~'II1. 11w !'tame fI'IlI'Jl:lo ()Q:!jj ItIIIJ 11\$ oo]U1InllSfIl ~Oll. 5. nm PI'9OOQt a-Soolltm may t!a'{Q f.l rl!~ ffoor, or&:! tlpjo 'walls may 00 !lop!Id at!ll ~ ,Ji 1:24 or sIoeper, 6. Tlla O!l6I1ing f.lIlIi!IllxI rrn;!W~red 8i:1ho ~ ofl1lc J)I'8mIlt oo;se ~n. 7. All pickup !lOrd!! lilian bs groutao:l faU MVw th~ 1nIe1 hoo liBmllll;mOO. ( .. .lid) ~~U I l'dUVJ_i:.I 1',1 EOI) 1[\\ eEl/Dr UhCl{U[ :S')U~:/,L,(, ,I';TII n~\ S[D tL/,1 -'(:;)I'·LIIIfJ ,. ;:~, (':iLL, '::01>1"f!,:'.c..~) S""1EC'FIE:'i ",:1:-_,: 'gy ·1f "-li,i',t-j,I' ,-\tl -,-, "-",v~,L:L (':'E:;'r:O:1.<;'1 ; I - -""1 1.('.1-1"[ !I:': ',':--'.'I-]\,I" ;;C':~C;;:ET::: :.:,j-!!:, A.fIJ SICJF\~;"JV :o)6pF ~;jLj'!)ll\;l -'.'."'RJF$ :~lcl,.C()~)k'\GT ',",'IL[-) ~iI"~{;rl-l, ',-',IJLW~f 'ii;',' fjF (,Cd"<';::nl cJI\Tr:;'l~l ! 1,1 I>, "IIi'.!.L (S"<:. J~ I,r-,Il) ____ to road "" drainage system ''::E'i::::'C :O'lCirTI-~,I ~f-.'i!.'\U' 1i)dA8::J :.)::'I)f-::It STI' I ~ __ I ' -------2' )( '10' level trench w/perf pipe ------"------_ .. _-- f.\ L J I / rLACE CLEANOLIT AT300' VII'I.. ~P"'(:E, AT90' BENDS, ---.J b",CK2ND45° BEND. S!:CTION !1l.S PIPE ENDS NOTE: MIN.PlP"oSIZE 6"0 PIPE MATERIALS ALLOWED: PVC, UNEO CPE, TRI?LEWALL POL YET~1YLf;;M!;;. Of (IF NEEDED FOR STRE~:GTH). I'.; IL-:. ~'.<. r r',J 21);::'.'-1,;-'-: T:;:';I\S"i;;:R:-;~ ";(l1H 15 TC ile. .U:::E Rhl::[[1 C:;'G": '\ "-;',6,: 'JP 1}":,,,r:IER \ CAP, AND W1-1':R~ CLEANOUT IS I~ , PAVE~IEtJT; IRON RING a I COVER PSI I FeO #:147 'lOR EQUIVALENT , \'-. '.''- TE~!f'I)RAIl\, GAP ON END CF ROOF m"IN ~TUB, MAIIKI,1l1lY :;';""~. STP,KE ~'f--U F,,:':: ,;[;\I,;/',-r r·l-:ir~ 'i:'iTS,ID 3Q=\<"<';; 11;'~'lJ::>rP'-;i" f-:~)-JM-ISI:::L J()r'II~; I,! 1'li,:1 JJ:: ,=_ ~J !Jt ~_ [rEI'T'( ~; f)c:.'i';\_'\ 1'."'+-,(,1--" I Tn ;~4·,·._ J::-,\il :OFf :il ;)L.)::) )()/"I l LEP CD :::',"'iVISlot,1 ,JOI\II 6" FREE DRAINING OR GRAVEL BASE -, L ,> PERMEABLE PAVEMENT DETAil PERFORATED STUB OUT CONNECTiON ;: . , ,.' ,--,------------------,---,---,-'-.---;;;;;=:------,-;;;;;;::c-----,-------.-,--! stlR'.oEV£D: SCItE: ·----·r -------·------····-··----·---------'------,"'''''''"'m .. · .. ··-· NO. NTS r;;~ c:;;::--... ···_-- -----------------+----.--~-.~-----1 ~M~ '-----------------j---t ----11----,--~'=------t_----------I 1:lRAWN~ _._-----------------1---1----+- BY SUBMITIED TO ClI"E"NT=-_. _____________ +-..cKIIL"""---l, . .2-3-13 KAl "'ECKrn, DArE:"'.: IA~P~P~R::-~-:-;;~·~KIIL'!:--.-------.j KAL REVISION ONE INCH AT f'lJll. SCl'LE: IF" ~OT ONE INCH SC'A!.£ ACCORDrnCLY CITY OF REI\] TO~~ BLAKEY TOWNHOMES 12-3--13 Planning/Building/Public Works Dept. 604 MORRIS AVENUE S RENTON, WA 98055 DRAINAGE & PAVING DETAilS &. NOTES ---------~.~----- DRAWlNI'J 1'10: SH!£I: OF: :5 7 J ) " Lu ::; ~ z tl W -0> 0 rr (L ,--,~-----------------------~-------------------~-----------------------------------------------------------------------,._----,-------------------.-.----~.-~----,-.-.---,-,--.-,-., ---------"---' II) III E 0 .J::. t: ~ 0 I- :>. w ~ m ltD WATER PLAN GENERAL NOTES: ----------------------------,--- 1. ALL WORK AND MATERIALS SHALL BE 11'1 ACCORDANCE WITH THE LATEST EDITION OF TIlE CflY Or-RENTON PUBUC WORKS STMmARD SPECiFICATIONS AND SPECIAL PROVISIONS AND WSeOT I APWA STANDARD SPECIFICATIONS, LATEST EDmON AS AMENDED 8V THE CITY Of RENTON. t, SET OF CITY APPflOVED PLANS SHAll BE KEPTATTHEJOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. A PRE-CONSTRUCTION CmJFEREI;CE SHALL BE HEW PRIOR TO THE START OF CONSTRUCTION. THE COIIITRACTOR AND OR DEVELOPER SHALL BE RESPOllSIBlE FOR SECURIIIIG ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. 2. All EXISTING UTILITIES SHALL REM,"N IN SERVICE DURING CONSTRUCTION UNL£5S OTHERWISE ~IDTED. THE CONTRACTOR SHALL CALL 1-800-424-5555 TO VErliFY IJTllllY LOCATlmJS BEFORE aEGINNING [)(CAVATIOIII. 3. All MATERIALS USED fOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALlllE NEW AND UNDAMAGED, AND "CATALOG CUTS" FOR ALL MATERIALS SHAllllE APPftOVED IN WRI11NG BY THE CITY OF RENTON PRIOR TO BRINGING ANY MATERIALS ON-SITE. 4. All WATER MAIN PIPE MATERIALS SHAll BE CEM[NT LINED DUCTilE IRON PIPE, THICKNESS ClASS S2 PER AWWA C 151 AND C 104. PIPE JOlr.T5 SH,/.\LL BE PUSH-ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHAU. BE ClASS 250 AS PER ANSI/AWWA C110/A21.10-82. Atl DUCTilE IRON PIPE r~I\!D FIITINGS SHAll BE WRAPPED WITH 8-Mll BLACK, TUBE-TYPE, POlYETHYLENE PLASTIC PERAWWAClOS STANDAFl!)So S. MINIMUM COVER fROM fOP OF WATI,R MAINS TO ~INI5HED GRADE SHALL BE 36 iNCHES FOR PIPE DIAMETER OF lO-INCH OR LESS AND 48 INCHES FOR PIPE DIAMETER OF 12-INCH AI~D lARGER. MAXIMUM COVER fOR ALL WATER MAINS SrIAlL BE 60 INCHES. AIliV DEVIATIONS MUST BE APPROVED BY THE eln Of RENTON PRIOR TO CONSTRUCTION. WHERE lITllITYCONFLICTS OCCUR, THE PROFilE OF THE WAfER MAIN SHALL BE ADJU§lE1:l AS NECESSARYTG CLEAR CONFliCTS AND TO PROViDE MlfllMUM COVER. PIPE DEFLECTIOIII SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SI.~E OF PIPE USED. All TRENCH BACKFill SHALL BE COMf'ACTEO TO 95 PERCENT MAXIMUM DRY OEIII51n AS DETERMINED BY THE MODIFIED PROCIOR TEST METHOD IMIJD) IN ROADWAYS, ROADWAY SHOUlDERS, HOADWAY PRISM AIliD DRIVEWAYS, MIlD 85 PERCEIIIT MlllllN UNPAVED AREAS. ALL PIPE ZONE COMPACTION SHAll i!lE 951\i1DD. 6, COIIICRETE BLOCKING FOR WATER MAINS SHAll B~ DESIGNED, INSTALLED AND POURED IN PUICE IN ACCORDANCE WITH CITY Of RENTON STANDARD DETAilS AND SPECIFICATIONS AND SHAllSE II~STAllED AT ALL VElITlCAlAND HORIZOIlITAl BENDS, FmlfiGS AND BASE Of HYDRANTS. MEGA-LUGS lOR SIMILAR PRODUCT) MAY BE REQUIRED ON ALL MECHAJIlICALJOINTS IN ADDITION TO CONCRETE BLOCKING. 7" ALL NEW WATER MAIN PIPES AND FiTTINGS SHALL HAVE II FOAM PIPE PIG RUlli THROUGH THEM PRIOR TO smoG FLUSHED, DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURln TESTING SHALL BE DONE Iii! THE I'R~SENCE Of AND UNDtR THE SUPERVISION OF A CIT'! OF RENTON UTILITY INSPECTOR" THE CONTRACTOR SH,~LlSUPPlY, INSTALL AND REMOVE PLUGS, CORPORATION STOPS, BLOW-OFf ASSEMBLIES, AND THRUST RESTRAINT / BLOC~ING FOR TESTING ANIl PURITY ACCEPTANCE" NO CONNECTION SHAll BE MADE BETWEE:N THE NEW MAIN OR BETWEEN THE NEW WET-TAP VALVE TO Alii EXISTING MAIN UNTil THE NEW PIP IlliG HAS BEEIII fOAM, PIGGED, DISINFECTED, FlUSHED, AND PASSED BOTH PRESSLIRE AND PURITY Tf.5TING. 8. NEW WATER MAINS INClUDING SERVICE lATERALS SHAll 51; TESTED AT A STATIC PRESSURE OF 150 PSI ABOIIE WORKING PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP !lURING TH E ENIIRE TEST PERIOD. UPON SATISFACTORY CCIMPlHION Of 1H E PRESSURE TEST, lliE LINE SHALL BE !)ISI~lfECTE!l, FLUSHED, ••. NO THEN WATtR SAMPl.t$ SHALL BETAKEN FOR pumn TESTING BYTHt PUBLIC WOKi<S INSPECTOR. 9. THE CONTRACTOR SHALL NOTifY THE CITY OF RENTOIII WATER UTIliTY AND MAINTENANCE DEPAIITMENTSAT LEAST 10 WORKING DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EJ(ISTlr~G WATER MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARV ADAPTDRSIINIJ r-lml~GS REQUIRED FOR THE FINAL CONNEClION. THE CO Nlft<lCTOR SHIIL!_ EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE 5HORII,G AND All MA1UIIAi.3 REQlJlHED FOR THE cln OF REllnOI'!"(O PEKfORM THE CDNNECTIOIHDTHE EXISTING WATER SYSTtM. THE CONTRACTOR SHALL PROVIDE AND INSTALL BAC~FILL, CONCRETE BLOCKING,AND COMPLETE SURfACe RESTORATION. SANITARY SEWER NOTES: I, ALL WORK MATERIALS SHALL BE IN CONFORMANCE" WITH THE STANDARDS AND SPECIFICATION OF THE CITY OF RENTON UTILITY DEPARTMENT Atm THE LATEST EDITION OF THE WSOOT!APWA STANDARDS AND SPECIFICATIONS. 2, ALL CONS1RUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORI<S CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION CAPWA) AND CflY OF RENTON STANDARD SPECIFICATIONS. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. A. A PRE-CONSTRUCTION CONFERENCE AND A 24 HOUR NonCE SHALL BE REQUIRED PRIOR TO STAR11NG NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO SlilRflNG CONSTRUCTION (INSPECTION WILL BE ACCOMPLISHED 8Y A REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE CONTRACTOR'S RESPONS!BILITY TO NOTIfY llIE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF 8ACKFILLING ALL CONSTRUCTION. 5. CONTRACTOR IS SOLELY RESPONSI8LE FOR TH[ MEANS, MrfHODS, AND SEQUENCES OF CONSTRUCTION AND FOR IHE SAFlJY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 6, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STRm USE A~ID ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION, 7, PLANS APPROVED BY THE CITY OF RENTON, PUBliC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER AlL OTHeR PLANS. 8. A COPY OF THESE APPHOVED PLANS MUST BE ml TH[ JOB Sill:: WHENEVER CONSTRUCTION IS IN PROGRESS. 9. THE CONTRACTOR SHALL PROVIDE THE CflY OF RE~HON IIIlTIi AN AS-BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED A~m SIGNED BY A lIWiSED PROFESSIONAL ENGINEER OR LICENSED PROFESSiONAL SURVEYOR. 10. BACKFiLL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN lfWERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPII~G EACH LAYER TO 95 PERCENT OF MAXIMUM DENSflY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDF OF THE IRENe,i. MATERIALS TO COMPLETE THE FILL OVER THE PIPE SHALL BE THE SAME AS DESCRiBED. 11. OPEN CUT ROAD CROSSINGS FOR UTllIlY TRENCHES ON EXiSTING Tf!AVELED ROADWAY SHALL 8E BACKFILLED WiTH CRlISHED ROCK AND MECHANiCALLY COMP~,CTm CUTS INTO THE EXISTING ,~SF'HALT SHALL 8E I~EATLINE ClIT WITH SAW IN A CONTINUOUS LINE. A TEMPOR;IRY MIX PATCH MUST BE Plf\CED IMMEDIATELY AFTER BACKFILL AND COMPACTION" A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHlfi 10 DAYS ArlO SHAlL BE PER CITY OF RI'NTON CURRENT STANDARDS. 12. DATUM SHALL BE CITY OF RENTON, 1988 NAVD UNLESS OHlERWISE SHOWN. 1 :1. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SJ\TISFI\CTION OF llIE DEPARTMENT FOR THE PREVENTION OF ON-SITE EROSION AFrER THE COMPLETlON OF CONSTRUCTION. 14. ALL PIPE AND APPURTENANCES SHALL 8E lAID 01, A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WIlH SECTION 113.3 Of THE CURRENT STATE Of WA.SHINGTON SPECIFICATIONS FOR .ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVEUNG OF THE TRENCH BOTTOM OF THE TOP OF THE FOUNDATION MATERIAL, AS WELl AS PLACEMENT AND COMPACTlor, OF REQUIRED BEDDING MATE'IAL. TO UNIFORM GrlllDE so THAI [Nm~E LENGTH OF THE PIPE WILL 8E SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE-PIPE BEDD!NG SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 15. SANITARY SEWER PIPE SHALL BE POL'1'I1NYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCT!LE IRON CLA~S 50 UNLESS OTHERWISE APPROVED BY THE WAsn:WATER UTILITY, 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXiMUM 12 INCHES ABOVE FINISHED GRADE. IN PAVED ARFA, COVER MUST SLOPE IN ALL DIRECTICNS TO MArCH PAVING. LITCHFIELD ENGINEERING I · C"II :i! WorKi,,!! Day" I$ .. fore Yo" Dig I Uli:!~~~r~!~~~~~55 STA\lP NCYf VALID 12840 81ST AVENUE NE Kirkland, Washington 98034 (425) 821-5():38 FAX (425) 821-5739 15 I ~-------,----~----- FOUND !)!?Ar,S C)P WiT!! P6'N()i MARK !.~~/ CASTlNt: (fJ/Of/O!;; (fTY OF PENTON SURIfFY ;" C!J / filM '" i j;. C (IV !NvL M~)N. Nt,; ! 893 N l!~5,.J67jJ38 £: 1,29.9,158.285 E 4684.53 L..J Ex i:'Jp Sf. bY)!] Fh' ::0 .. SlA 10+ 1 0.20, l' Rl"& INSTALL SSMH ON EX S5 MAIN PER COR SID DWG 8072 RIM 27.20 IE 2t87 (EX 8" SS) EX WATER MrrER BE ABANDONED. REFER TO DEMO PLAN 1 B.5' UTI LIlY EASEMENT FOR SEWER AND WATER ,'ij;" RIM .00-.2fJJIO !AOIJE/? ON soum EP IE' If" I'DS W ""-" 2rU;'5 If: /.~.'" AQS-E _"0' 2 .. ".52 Water and Er .,' / , o 10 20 40 ~I ~:~;~~I Scale 1""20' H 1""'5'V ['/J liW 26,g9 , , 11+00 11+00 E 4834.49 ~: . 'E'~r7.,,*8P_F#;~=;j~!(-q¢~.o:_Ji=::;=fr_---!~S~TA 10+30,57, l' RT PER COR STD DWG NO 8072 RIM 27.1 ~, IE 23.11 (6" W) 1'---f'r7.5 Lf 6" SS @ 2.0% MIN PER COR B078 \'/! 4",6" REDUCER AT END OF SS STU8 (TYP OF 5) WATER SERVICE CONTRACTOR ro COORDINATE EXACT LOCATION WITH PLUMBER (TYP) SEE NOTE I 18 LF4' SS @ 2% MIN SIDE SEWER CON~jECT10N CONTRACTOR TO COORDINATE LOCATION WriH PLUMBER (TYP) SEE NOTE 2 I 1 I I I I V / f1 I IE 12' ,4DS s .'" 20.94 '.'----~f"""~,---+-++.)r ....... _---'~ _I I ; • ___ ,c.,--- Cf-] ----.-- Rili .= 26:5/ IE 1X· ADS E 0;:; 22.57 Kill KAL 1"=20' AT ruil. SCALE IF ~lCT ONt ltiel-! ~ ACCm:'iNGLY LCIJ '-<:All" & PROTECT EX WATER MrrER TO REMilJN /fiJI ~, 21::: /6 4~-· 12" .PJ)S W "" 234:j NOTE: ALL WATER SERViCES TO BE 3/4', ON-SITE ~4A1N SHIU BE 4' 01, CONNECllON SKILL BE 12'1<4" TEE WITH 4' GAlE VPJ.¥E, UPOAlE ALL SID P!A~S PER NOTE BELOW NEW SEWER MANHOlE 510 PLAN 400.1 TERMINATE M.'JN WITH 8" CLEANOUT, SID PilIN 403.1 SIDE SEWER PER 406.2 :6' I I 20 0 10 20 I 1 IiL DIIII':::Jgjlllt::=jLalls.. I SCALE IN FEET GRAPHIC SCALE _________________ §9ufhZt'l .strefttj CITY OF RENTON Planning/Building/Public Works Dept. !7JiJND /NAS'S CAP Wf/i'l /-::UNtH M,4/i'J( IN C.:...sHN&' (j;YD5/08) BLAKEY TOWNHOMES 604 MORRIS AVENUE S RENTON, WA 98055 12-3-13 NO r~EVISION EN DATE IIPPR "'Pr'''''''', WATER ll> SEWE'" PlA'" <>-l'>"'OFllE ~ _____ ... _, ______ . _____ . ________ . ______ ._~U,:N,:I:~£~.Sc~~S~IG=·NcE,=D~A~~ID~D~AT~E~D __________________________ ~ ______________ ... ______ ~"' __ ~~ __ · __ L-____ ._ .. _, __ , ________ ._, _____ • ____________ ~ __ L_ ____ L_ __ .• __ .L, _____ ~ ____ K_~_l ________ -L ____________ -L ______ . _____ ~ _________________ ~ ______________ i_ ________ ~~~~,~a=_~~~.~~nL_~,.:::.:'~~~.~~~F,:n~:'~~:;=-._--,_-~T---,~6~~7~ ----'--- L I J I J J " w ::;: .« z 1--- I c c C', u L!J 71 "--'::;~i'---~4-; L X X ~IK / --J /1 '·:E'<l(:/,_ c:.,C,S5;\1Jy,:-I: ,-0, ::-~) vpl(;G!\G I-IJU')::: -"'.:C:-01 TOr: '.';11-T;P ,'If D :r PI, (; I-ELI'·,::: ::::_"':-SO: (;1'1 1:; 10'.1 -'T~:)::;;RY "'I IV (1'. 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( ,,--- :r:l FLJ\': ~u:: ~C ------::S" ~" A (1'11,' /< i, ,,) ."---------11. g~:)Ln'~~.;~ -C--.. '.'1 -r ·".·.f~--t--r([=-i (-'i· I I . ~,,-..J~/ :::::J -j~: ---_. '-,\ I',JO I "-': lvlA'RCH 20 I {1 -----------' _______ lJd --- , TI, ... , " ~-. 0" \'II\J. F::;::::: Cl r: A, I'J 1\](; :~C:;A\/[l_ 1. ,!:!,II --:'(},J~U-_ I:;' '/AI,. ",~;~-T~!llIIF~ (LC-'",Il:~'1 "!I'JSI BI:. LI~;I:...J 'JI, I\--:,T II~:T ']F :;-"CKFLU\' 1--'~~'F"ITIi) ,<',';1-\1;1 :E~ !-',TRC'/ED :"C~: I :-:; ,':,11 ,t., 11,;\1 1\ \\,'AS,lr·IG-C'\ ::T;.-::' l'ljJLI-jI-I:.U t::'{ ':; 1\1t: '_If-' -..'i':"::;f-:I\G U\I CE==~'.R-\'1rl! 1 JF -F:."-Uf---, R=:: ::)V\,T ,IUV,l..,---'1-' LI::,0r' I I HJ::;I JE-f -.lr1 /,::;_ 'Ai-cA'::':"; 1-/ ,~, "_J,-IOI',: f'LW./BII'-;C pO'FJ,'r '--.::7 -1--: I"<J':CTIOI\, Cf 1,-I ',;1.'\11';"11" 1111 ,',:,,;!., AI'IU f--'I---'I\I:;, -E_ C:'.\'I',U-i '::f--A __ :-l.:-'~W-: I, I-'::;-"--L \I"C 1',,1."'.1',1 ':'1' TI [ UC\IA "-1',[ 4,c..L :Ji~ '-'k': ,':.,1-1[ • .1:,,=:,=>1_,: I-U'ji',I\'C::':.. ::::Hi~\,lJr; :]1 rH <,:, ',--':',\1. _I. -,I::: C'C"' .... ""-1';UST::3E TSTCD 0\::'. S-':"--::: '::::EF:-IFIED 3,<\,:I\:-_J\'..' A~'/:;I::'-,I-LY TESTER .".-1---,' I ,IJ IIAL IL_ri'._L;\1 i)l\ ;>1 I ,'I f',",1 .£\,\ID ;\I,U /\LI Y :' __ -'\ "-,1 TI, ;:'T C)'",r1E~'~, I\--''''-TT /\ ::::0""1 00' -HE TES- --::=--I''jR ':;~ ,':"U_ a SlT )"~ ~:<LJ 1::= ,-'1'0' (111\'ILTT1 'il!'-,TFF: ,I-I T'i I:.\I':;I,-J=--=---::·.[(.:' lIl'i., "-,rr,: \',I\Ic.--:: ~ TLlT''' CW!:SS-::UH,[CTIU',I :::OIHrcC_ :::-'I-'_J:'" !~,-, r p,'/ 'I':J. ..t',l .l-..;.,:~ '-72L I. '1-. [c,..· ,'\I'JI: 1'-1I'TT --::,,/ ,.\! ,'-LUC"-,II'I ell" PI\I"j,"T-~r;(pm-y '-,1[1 ':',5 ~,l::..t.,r: 'C,':.; 1'(":';':.iII:::LI:. :-C 1' .... l 'h'i:. 1:.[--; '.1F-O'P PIJEUC v;-nRK;~ n~F,~\:-fl'L1f~ r, 'I' ')'.' TO 2" DOUBLE CHECK VALVE ASSEMBLY FOR IRRIGATIOI'I OR RESIDE',NTIAL FIRE SPRI~JKLER STD. PLAN -:!~o.a '-~="--__ ~~~~_--' _____________________ L. ___ , ,-3",,:":--c" F'L~:;TlC "IET,::R nor ,-r.;llf·1 -c ~,1Ir:_C-;T~,--S ,'I i", -'-I\~ 11K, DC S-:-I'l', "'~~C' 1.>. ~ -H: .:; IH I;;' IHlel; ,;J'_IU: IRefJ DI"-'--!'JI-IU I-l~ t:lhlf-"fI ~CU."'--() ~'il,-:"rATES "_",STI'~S. II~C 1</~D2-1~.;:"--;:;' '1',11-,,-_;\i)l,-; iii) /',:-,1) I)--<I'--L:.L: -CU:_ r:1", TlIl'::;Ho:::.'·,C, FIT Ll'~1 ,~~:I-m I,,\IL ;:.-/1; '11,"'( I",~~I/\L_ r,ETER 30> 'II "'''10PERTr' L '.::: t: 'r ~ 2" nrjC C:::Pf'tR 1 ____ ,Llo tet c.:.. c ~I " c UI'( rr-lv.'T~ PIFII .. G l'I,o,"lr -'C--- I "op IYI\"/I'I () ::::F,':FPI 'F (I:" "",'i--. -E'" 1-1 A;I'I T ~ F~':--·:'lf:r SJ':I< II'J ClJPP,,,,! S::R",'ICC: ..II IE -(J ~.E-:-C:F' I '';I,~ ',(';, _ I,ll.. (>, 0US_ I:; IU ~:: 1I~'3 i'_:...LED 1\1 THE F'F1IRE IhIST;-, I Fe",!" ,---" Of-: '1-1 f.r-/ , CCW--'--r,_:::'I'_::'1 j I'I~I 1',11; ---" CCPF--I':~[;rm ,C-, ;:/2'"J/4" ,r::-E"" FCRD ',Illii/;, k',\' +4 ,-k)(;, CR 1,1~['or-, ",L:: :oR!,SS: ~"- 12 '-------'~(,,:::'~CR_!:.TlC\ STep ,:,1 1'1-~j~1 _ VAL'v'f"_ f-':','--,!" 1,llFI ~p. ~i'l F ?-;u-:c '-hIli p.r-ru_[ L"_L v,"-L\;: D'! IrIL_1 _~'I:J ':ilr'J::;L~ \:-:.G', \,':'L![ 01'1 ell, -L=T ,.:;,.:;","::RSE----:E--: Fe:;; I" HI-1 K U,,~ ',.'UIIJ:C ,~\,\, -'-4 "-4:" (j, 1{('D'j\,~,LI) :l'P"S:::~ 21 ~15WC00L4, nF I'.~ ,0' I FP' '-R->1-70-~ n''':TlI 11'1',-p,,'_=: :)UI_<:.f \'IIIH (..lUIC" .'UII'lI. I-',-'\UL'';'_',", ',VI,",J'~ '_'. TJ-;"'=~~D T: I',l/,l) \'~~c). ,~u:/ j:J I'll . H:::1O~1':-J-Q: QR "'-,-'.KDOl',JALD 47'=1~ O''''''~'-:Il_'_<l) OR ,', r:~'-,(JN;'LD 1-7(1'13 U;.I ,"Jlld: E~_L '.'r,I'/r ,,'In ~\:"',Ir ::Ir:::' ',i',II-', (H 0,,-1--:- '-11.=nE: L I IIIW~" "II~,I 'OE ',,;II'H QUIU: ,_21-"- Lc r,IUrY I:lO\~S 1,1",I/,LL::u w ~II'I CU'ICPE-::: OR 'X.I--li ImIVFVYi\,'~-, .. ,11-- ;_3T--I'1,::;I-. ~IJ_.-l,I_ -0 CLrliF~ ~Cl.l'r::,o"i' E:Cp."d:!I,1 .:' ~'I,lInl Lli IW; "-'1.._) -:;:'1 ~!-H ': IF:--=, Cf--~,IF-F" R,'>: D~II..L _' UI -ULt:: rei'; ,c\:R IA_ -Ql..1t'.IIC IETE=: f'-E-,,[:-: -OU(II-~':AJJ rJr, ~r ?'-1, /' cAif! r~("l,1 '1,,\pr,_T AI,IU f--,":::r, -::L:::E (IF PIT T1 -:-CF'JTFP :iF T-t:: r_:_:. ~,'I_"T:::' Al L~.-'.':I '[" '-~'U'! ,"I-.-J~r:'-'~",-H l':lGS Vi _:;~; l-lf-iJJ ,;--'X:!~I~ A_..l 01/::; II-II \1_1 1C TI~IITDj AG,~,I",ST 7-E Or'Er'i ~::::: <:IF I,'OR~ TI-;/,1'1 JH_ ~I[; 1--=::-------,----------------------1 L ,. 3. 4, PUBLIC "" OHKS I!f:p.-\ -~,'r},ir:r,-'I' %" AND 1" WATER SERVICE .1,!1 12" ---'-C' S-I/2"--t .,/,Y- r-+-~-'A:-----'~"'!-'?l, , , ~ .. MAl'lI'IOi..[ mf;ME N~D CO'.'ER SEE STD, PLAN 401 AUJiJST~ENT RINGS (Y MIN.) SEE _NOTE 6 MORTAR ,JOINT(g) (,3/8~ MI1":L) SEE NOTE 5 C('iNE_ (ECCEN !RIC) RU,BBER"G;lISKETED JOINTS IH I\C(~'(:r{[lI~:\lCE 'Nln-l MH~I c-443 STEPS -' PQLY?ROPYLENE S'I f.J'S SHALL BE INCLUDED CONCRETE': RI'iER-'BY PtPr~ INC" OR APPROVUr EQUAL. ~ LADDER-::'OLWROPYLENE' SHALL SE ATTACHED TO WM11-IOLt No.T TO. SCALE STEPS-TO BE POL T'PROP'YLENE SAFETY STEPS, MAX. PIPE ::>IZE -'E' CONCRETE SHELF rRECA~r BASE SECTION OR CAST IN ,SHELF. ~I~~~~;'Hl~L B{3EE i~E~L~~6~ ~t[B;F4C~~N.HOI_E SECTIONS ARE I~JSTALLm. MANHOLE ;;jECTiQNS W CIt.: Oro RE!N::-aRCED Pl-~E(:AsT CQNCRETE" 5, ,AI_L JOINTS '8ETWEEN ll-j[ <::eME. RISER RI~lqs, ,Br~-ICKS AND CASTrNG SHALL BE ,CROUTEC, 6 ADJUSTMENT OF THE CASTING, TO GRADE. SHALL Ell;: /!_CCOMPUSHED WiTH A COM91NATION ,OF ADJUSTMENT RINGS. BRICKS AND MO,'HAFl QNJ..1,. 8RICKS SHALL 8E: 5TA,GGEREO TO CHCA'TE A RUNNING 7, 10, 801'llD DR 1/2 ElOND. THE USE OF Sf-ll_r~S IS PR'OHIEllTED. SAt~ITAR{ SEWER' MA,NHOLE'S SHALL f-li\'IE ALL Ir.lTERIOR SURi.FA,CES! INCLUDli,JG'_CHAI'-lNEUrm, C."OATED {SEt,LED) WITH 1-\ HICI1 SOIJDS URETHAt~E CQAN'jC'..; WASS.ER ~C-I,ROSHIELO OR APPROVED-EQlIAI_; COLOR OF COATiNG SHALL BE VIHITE. RUBBER _ GASI<Et:a JOINTS S,HALL BE. IN CON~U~MANGE WITH l,ST,M {-443. CHANNEL HeiGHT :SHALL B[ A ~AI~JiMIJM Ol~ 3/4 OF THE INSIDE DIAk!ElER OF THt' l;!"RGEST PIPe, CONNF.:CTI.DNS T0 MANHOLE SHALL 8E: MADE USI,..JG GPi< .A.DAPTOR, I<CR-~!-SEAL BOOTS DR I\PPROVEfJ ~QU"L n ;-r,,! uNlMPRQVED ARE-AS, MANHOLES SHALL £,XfEND A MINIMUM OF 5" AND .A MAXI~I'JM OF ;,2" ABO'vt FINISHED GRME OR MUST HA\!:: A MfNIMLJM 2: DIA\lE.TL~R CONCRETE RINGS POURED AT GRADE. IN FAVED /\REAS, ccniE.R MUST SLCPC=: iN; ALL DIRECTIONS TO. MATCH PAl;lNG, II i~L··· ~2-1 /T !:.1:.i'1l) '----' n 'i~ T, T-iRLST BIG ' ~'A-<In'; I>H.', F",£R~ L' II _ ~t":,, 8F 8lC':~ "oASIj;~_~ Ii SQJ,\P~ FooT (:~}lr' ~ tJ JC:" t:ll,\ Li 1'~'~;,-I(1'j ,\'-10 SILL IJI IJIO:,t;!\:; ~[R FI~E _.'-.PG'CR T~rl 7'~,',\j~TEr> "'IC F:JF' :;:'~IL T'i"'E': Wf--f-'-r:r l-j"l, S--IOv.ti ~I-AII ~f I:f-I f,MI'-)[J DY TI ~ :1,C;I'lf-li 2. i,lL BLO~f]i .. C Sf-PH 8:: POURE~ I' "_,'ICE i.'~,'\rr~ Jlo,Jl:I,:IURIOEO '.l."T,'~ c;f-'UlJfll,. .1 1111 pt.,pm Ir'iJ2, =lL~:CI::i ;,H~,II R~ R,\CKFIIIF-;---n ~111L 1 r:"J_ PFFSSlJP:: -CST S~,~L_ OCCJR -'-f FP :CI'I~REE ~,\" r<op,CHlLl 1-10;,-I, ~L ::~.IP~~5~1.\o ~ ~~II'~IH, 8LO:::~~,8 'Ie!'!: oT -nl'cs SI-4L_ E!oA~ _':::;'lhSI ,r::. G--'I:.ATS-~I-TI\I~ ,~U~;-N';I:. r-rU, POSSI::LE, BJT S ~L_ r..:-::::O'i~R OF' ~~'I:::_CSE ~EI.!_ ~:,r'o;, JO'H ~OLTS (.,,, GL,\,J[]<, R[',ssr'_"JlE :,,::;1:'0'0 III cell" ~'W ':;_"·1 I)~ ~'--I/\ __ ~E ?~O'vIUll' l I--=c----.--,-,-------------,-------i (~.'~ \;~ PCBLlC \iWh:K~ lJEl'ARn-rK\J'1' 1-------'-· j 1. 14 ~ ---;" ' ~2 ~" ,-----i ~---,-14" CONCRETE BLOCKING FOR HORIZONTAL AND DOWNWARD VERTICAl BENDS %"' 1'i N,C, SJCK~T HD SCREw 1 ){" LeNG (SRI)'; 21:. OR 3_S,) sm. PLAN -330.2 ~,LmCII 2010 PIP;= iJ,oI,,'lF;{iA,_ AS '3rE.C!F'I£D BY L-,E E\lGINEEfi 1. 8" MlO 6"' CLEANOU""S N'J ,";i'.:W'E;;: r.iAl};S SHAi..l 8E I::A5-, ,:O~D"N n~Or~ VgtR"~S. It-JC. No. 359S CR EQUAL C.LEAN OuT ~,:.,AU ElE. A WATER TIGHT ASS[MBLY. 2 iN U'l!MPRCVED MiL\s, ,=>O:""R 11 r--C{ mG<, ;(-cf SOU/,RE CDNCflEiE, CLr,Ss 3000, :::AJ .~,R;';UND THE RiNG AND COVER\ _______ L-·~--,-----,---,r;:;;;""""";;;;:""";;;;:-.'--------To"';;:""':;;c·---N-T-S-·---'-~iti-~-, ... -"'-""-1a~: KAL CITY OF RENTON SUBMiTTED TO CLIENT KAl NO. REVISION BY KAt 12 -3-13 KAL "'EO""' ~"",~.~",,=.H'-_-l 1---ATruU. SQlJ.[ IF ~jOT ONE INCH st'.t!.E: M.:OURlJING!.Y DATE -1'-A-"P"'P"-'R--If-:::N'P::,::;ovm=~-L-----l I<AL -'--------"--------,-,-------. Planning/Building/Public Works Dept -lC< II) I .. ! P~\\/[D \'-,6,1 -/'::... ,\IU :::':'F"'I:'>lnl\ j." ~FC:!URO'; r:"'i.',j ;' ..J;:"CE 3~I<JU; ,~ r:;I,~OUI'ID TU II,-:"Thl.t -'L~':oTIC :::;r-~ i,:,'-I . ~;1I1_ PCL ·':.1 r-:YLEI\ E CC:\[I~ 0\-'11; ',"ill,SHEJ Cf..I r -IO! I' I'JI? pre ::WU\"J I ,-1 I I , . Ie. :_'L. I I. N/,'Sf--F-(;'<t",::: _ ·'.""S'·;:I\G 1-1, ,-," ,;,_'-,.j[I PI:. ,~I\li::L' or 1/-+" ~,'k:::f-- ~-'jP 0'\;:" 1'-1 lLlVe,Tlel PUBLIC WOR~(S DEFARTMEK'r 2" BLOW-OFF PEHMANENT ASSEMBLY 0" BWILJ)I~(j ;;;t;;if'f.R PIPE I FUTIJRf. 8UIU)fNG ::'["'.I£R ~-_.,_---10_ =----:... "-, u I :5' L fl"Xu"XG" SIOl OU1L:::r W£ MI\RCTT 2(J10 '"--:f')! c." sTUD ~gR:(!N(, POST ~t-,;~nED \~}-lITE WlTH iHE w,;:;w ~JE\IrI£R~ SENCii __ ;;n j~J 3" HiCH alA';,,; ,.[TTER3 AND #B V-ilRf,· - W.~APF'ELl ARCL'N[) THE' STLlD MJ() SLJf(FACE CL!:ANFJ01 \'IlIH eAST IRCN RING & CO\'ER (EAS1 JORDAN ,RON WOK~:S :29/5 l~ APPFH.1','f.l1 EQUp-I.., SPECIFY "SE.WER" 8N LiD, SEE SID, PLAN 403,' r--CIR NOTE. COI,CRr;:l~ _UlJ)GI~ING_AN_GlJ:. OF TEE: AT MA:i'o.! O\'E 25 _t;\JVt\JIQN EXIr:N0E[) TO ii-IE TJP OF THE STUD. INSTALLAll0N) ·~O::EPTABL[ flROC:;:OURE:-; H~R :EIOE ;:;E .... f.P. C<)~IW:CTl()NS TO MAIN -LINES ARE AS FC'LI.OWS; /-, VlTRiFIEJ CLAY );IAII,I -r::J¥ It, A N;;:W TEE USII,JG FLE;':18LE COUPLINGS {FE~N:::O Jfl f.PPR!)VED "OUAU. s. GONC~nf MAIM -('O~l-D;;:I:"LEG I,'ij:TH A R:]IM.C $,\DDLL (Sf< APP"OV:::O EQU_A,l;. C. PVC !JAIN -COrtE-DI'ILLEO '(jrH rio RGMM:: S,.j,)l)LE (O:i AP"ROVED EQUAL) I)R CI.J IN A NbW Tf:[ USl~,I:; itlGIO C::1U?UI~(;S" L,. DUCil'--E IliON ~AIN -CO~~E-Dr~IL,_m wm, A RCMAC SADD'--E (or( A'"'?ROVED ECLAL] E. MANf~Ol.C CmJ'JI::CTlON M_'--COtmECnONS ro blf\,JHOIES SHA'.l BE .C,T lV,o,NUFACTUR:::lJ ~:NOCK-·t"lrrS I~R lW:: SfRUCllJRE Sf-IAl.L 8E C-Oftr;: .. ·ORll..LED. U~Jl::'SS OTHERWISE SHOWN Or-; PLAN, SIDE SEWER SHA:..L HAVE A MiNlMUt-.l 2.5' covm Ai f--'H0PUHY W-JE D? 3 .. ·S' LOV\i;;::R THAN THE lOWE.~:T HOUSE ELEVATION, VYHICH:::VER IS L(WI:::R. !l.O.TI:: . ~I I BLAKEY TOWNHOMES 604 MORRIS AVFNUE S RENTON, WA 98055 12-3-13 WATER 8. SEWER DETAILS 8. NOTES